\r\n
\r\n \r\n );\r\n}\r\n\r\nconst footerStyles = makeStyles((theme) => ({\r\n text_and_label_item: {\r\n lineHeight: \"1.0rem\",\r\n marginLeft: \"5px\",\r\n marginRight: \"5px\",\r\n },\r\n section_row: {\r\n marginTop: \"5px\",\r\n display: \"flex\",\r\n flex: \"0 0\",\r\n },\r\n footer_text: {\r\n color: \"grey\",\r\n textAlign: \"start\",\r\n font: '10pt \"Futura\"',\r\n },\r\n footer_page_numbers: {\r\n color: \"grey\",\r\n textAlign: \"end\",\r\n font: '10pt \"Futura\"',\r\n },\r\n}));\r\n\r\nfunction Footer(props) {\r\n const classes = footerStyles();\r\n const { footer_text, page_number } = props;\r\n\r\n return (\r\n <>\r\n \r\n {/* {title}
#{job.quote_parameters.ID} (CHAN) */}\r\n {title}\r\n
\r\n {/* */}\r\n #{job.quote_parameters.ID} (CHAN) */}\r\n {title}\r\n
\r\n 
\r\n
\r\n \r\n {\" \"}\r\n {/* FOOTER */}\r\n
\r\n \r\n );\r\n}\r\n\r\nconst API_BASE = () => {\r\n if (window.location.href.includes(\"localhost\")) window.debug = true;\r\n // return window.debug ? \"http://localhost:62027/api/\" : \"http://designcloud.australiaeast.cloudapp.azure.com/api/\";\r\n return window.debug ? \"http://localhost:62027/api/\" : \"/api/\";\r\n};\r\n\r\nconst CustomTextField = withStyles({\r\n root: {\r\n flex: 1,\r\n marginRight: \"5px\",\r\n marginLeft: \"5px\",\r\n font: '8pt \"Futura\"',\r\n \"& label\": {\r\n fontSize: \"0.8rem\",\r\n color: \"#778899\",\r\n },\r\n \"& .MuiInput-formControl\": {\r\n font: '11pt \"Futura\"',\r\n fontWeight: \"600\",\r\n marginTop: \"8px\",\r\n },\r\n \"& label.Mui-focused\": {\r\n color: \"#778899\",\r\n },\r\n \"& .MuiInput-underline:after\": {\r\n borderBottomColor: \"#778899\",\r\n },\r\n \"& .MuiOutlinedInput-root\": {\r\n \"& fieldset\": {\r\n borderColor: \"red\",\r\n },\r\n \"&:hover fieldset\": {\r\n borderColor: \"yellow\",\r\n },\r\n \"&.Mui-focused fieldset\": {\r\n borderColor: \"#778899\",\r\n },\r\n },\r\n \"& .MuiInputBase-input.Mui-disabled\": {\r\n color: \"#778899\",\r\n },\r\n \"& .MuiFormLabel-root.Mui-disabled\": {\r\n color: \"#778899\",\r\n },\r\n \"& .MuiInput-underline.Mui-disabled:before\": {\r\n borderBottomStyle: \"solid\",\r\n },\r\n },\r\n})(TextField);\r\n\r\nexport default function QuotePage(props) {\r\n const { manufacturer, job, print, GetHTMLColour, user, footer_text, page_number, dispatch, brandRedirect } = props;\r\n const pricingParameters = job.QuoteParameters?.PRICING_PARAMETERS;\r\n const documentParameters = job.QuoteParameters?.DOCUMENTS;\r\n const rotate = documentParameters?.rotate;\r\n const promotions = job?.Distributor?.Offer?.Promotions;\r\n const MATERIAL_PROMOTION_DISCOUNT = pricingParameters?.Promotion?.Discount; // eg 15\r\n const MATERIAL_PROMOTION_DISCOUNT_NAME = pricingParameters?.Promotion?.Name; // eg 15\r\n const customer_type = job?.Customer?.Type;\r\n const displayOnlyPrice = job.QuoteParameters?.BOM?.SystemList?.display_only_total_price || 0;\r\n const displayOnlyDiscount = job.QuoteParameters?.BOM?.SystemList?.display_only_total_discount || 0;\r\n const MATERIAL_KIT_PRICE_FROM_EPRICING =\r\n job.QuoteParameters?.BOM?.OrderList?.total_eprice || job.QuoteParameters?.BOM?.SystemList?.total_eprice;\r\n\r\n const PRICE_ERROR_SUMMARY = job.QuoteParameters?.BOM?.SystemList?.price_error_summary\r\n \r\n let markup_structure = job?.Distributor?.MarkupStructure?.Markups?.[customer_type];\r\n\r\n const [notes, setNotes] = React.useState(pricingParameters?.Notes);\r\n const [pricingSummary, setPricingSummary] = React.useState([]);\r\n const [enterValue, setEnterValue] = React.useState(null);\r\n const handleSetEnter = (event) => {\r\n setEnterValue(event.target.value);\r\n event.target.select();\r\n };\r\n\r\n const [open, setOpen] = React.useState(false);\r\n const [buisnessDetails, setBuisnessDetails] = React.useState({\r\n name: job?.User?.DisplayName ?? \"\",\r\n address: job?.Distributor?.Address?.FormattedAddress?.replace(\", Australia\", \"\") ?? \"\",\r\n abn: job?.Distributor?.ABN ?? \"\",\r\n email: job?.Distributor?.Email ?? \"\",\r\n phone: job?.Distributor?.Phone ?? \"\",\r\n licence: job?.Distributor?.BuildingLicence ?? \"\",\r\n });\r\n\r\n const handleClickOpen = () => {\r\n setOpen(true);\r\n };\r\n\r\n const handleClose = () => {\r\n setOpen(false);\r\n };\r\n\r\n const [values, setValues] = React.useState({\r\n material: print ? pricingParameters.MaterialFixedPrice : \"\",\r\n installation: pricingParameters?.InstallationFixedPrice ? pricingParameters?.InstallationFixedPrice : 0,\r\n subtotal: displayOnlyPrice ? displayOnlyPrice : MATERIAL_KIT_PRICE_FROM_EPRICING,\r\n discount_percentage: pricingParameters?.OverallDiscountPercentage\r\n ? pricingParameters.OverallDiscountPercentage\r\n : \"0%\",\r\n discount: pricingParameters.OverallDiscount,\r\n promo_discount: MATERIAL_PROMOTION_DISCOUNT,\r\n extra: pricingParameters.ExtraCostsFixedPrice,\r\n packing_and_del: \"\",\r\n gst: \"\",\r\n total: \"\",\r\n });\r\n\r\n const handleChange = (prop) => (event) => {\r\n setValues({ ...values, [prop]: event.target.value });\r\n };\r\n\r\n const [customerValues, setCustomerValues] = React.useState({\r\n FirstName: job.Customer.FirstName,\r\n LastName: job.Customer.LastName,\r\n Phone: job.Customer.Phone,\r\n Email: job.Customer.Email,\r\n JobName: job.Customer.JobName,\r\n DeliveryNotes: job.SiteParameters.DeliveryNotes,\r\n });\r\n const handleCustomerChange = (prop) => (event) => {\r\n setCustomerValues({ ...customerValues, [prop]: event.target.value });\r\n };\r\n\r\n const handleFocus = (event) => event.target.select();\r\n\r\n const [paymentValues, setPaymentValues] = React.useState({\r\n deposit_percent: \"\",\r\n deposit: \"\",\r\n pp1_percent: \"\",\r\n pp1: \"\",\r\n pp2_percent: \"\",\r\n pp2: \"\",\r\n final_percent: \"\",\r\n final: \"\",\r\n });\r\n\r\n let payment_structure_default = job.QuoteParameters?.PRICING_PARAMETERS?.PaymentStructure;\r\n if (!payment_structure_default) payment_structure_default = job?.Distributor?.MarkupStructure?.PaymentStructure;\r\n\r\n const [payment_structure, setPaymentStructure] = React.useState(payment_structure_default);\r\n\r\n useEffect(() => {\r\n if (print) {\r\n setValues({\r\n material: print ? pricingParameters.MaterialFixedPrice : \"\",\r\n installation: pricingParameters.InstallationFixedPrice,\r\n subtotal: displayOnlyPrice ? displayOnlyPrice : MATERIAL_KIT_PRICE_FROM_EPRICING,\r\n discount_percentage: pricingParameters?.OverallDiscountPercentage\r\n ? pricingParameters.OverallDiscountPercentage\r\n : \"0%\",\r\n discount: pricingParameters.OverallDiscount,\r\n promo_discount: MATERIAL_PROMOTION_DISCOUNT,\r\n extra: pricingParameters.ExtraCostsFixedPrice,\r\n packing_and_del: \"\",\r\n gst: \"\",\r\n total: \"\",\r\n });\r\n setCustomerValues({\r\n FirstName: job.Customer.FirstName,\r\n LastName: job.Customer.LastName,\r\n Phone: job.Customer.Phone,\r\n Email: job.Customer.Email,\r\n JobName: job.Customer.JobName,\r\n DeliveryNotes: job.SiteParameters.DeliveryNotes,\r\n });\r\n setPaymentStructure(payment_structure_default);\r\n setNotes(pricingParameters?.Notes);\r\n setPricingSummary([]);\r\n }\r\n }, [job]);\r\n\r\n const updatePP = (param, value, totalIncGST = null) => {\r\n if (!totalIncGST) totalIncGST = toNumber(values.total);\r\n let new_payment_structure = { ...payment_structure };\r\n if (print) new_payment_structure = { ...payment_structure_default };\r\n\r\n if (!print && param) {\r\n new_payment_structure[param] = value;\r\n\r\n if (param === \"installation\" && toNumber(values.installation) <= 0) {\r\n new_payment_structure.Deposit = job?.Distributor?.MarkupStructure?.PaymentStructure?.SupplyOnlyDeposit\r\n ? job?.Distributor?.MarkupStructure?.PaymentStructure?.SupplyOnlyDeposit\r\n : payment_structure_default.SupplyOnlyDeposit;\r\n new_payment_structure.Progress1 = 0;\r\n new_payment_structure.Progress2 = 0;\r\n } else if (param === \"installation\" && toNumber(values.installation) > 0) {\r\n let payment_structure_def = job?.Distributor?.MarkupStructure?.PaymentStructure;\r\n if (!payment_structure_def) payment_structure_def = payment_structure_default;\r\n new_payment_structure.Deposit = payment_structure_def.Deposit;\r\n new_payment_structure.Progress1 = payment_structure_def.Progress1;\r\n new_payment_structure.Progress2 = payment_structure_def.Progress2;\r\n }\r\n\r\n setPaymentStructure({ ...new_payment_structure });\r\n props.updateJobState(\"QuoteParameters.PRICING_PARAMETERS\", \"PaymentStructure\", new_payment_structure);\r\n }\r\n\r\n let new_values = { ...paymentValues };\r\n\r\n //get payment structure;\r\n let DEPOSIT = new_payment_structure.Deposit;\r\n let PROGRESS1 = new_payment_structure.Progress1;\r\n let PROGRESS2 = new_payment_structure.Progress2;\r\n\r\n if (toNumber(DEPOSIT < 100) || (typeof DEPOSIT === \"string\" && DEPOSIT.includes(\"%\"))) {\r\n new_values.deposit_percent = toNumber(DEPOSIT) + \"%\";\r\n new_values.deposit = toAUD((totalIncGST * toNumber(DEPOSIT)) / 100);\r\n } else {\r\n new_values.deposit_percent = \"-\";\r\n new_values.deposit = toAUD(DEPOSIT);\r\n }\r\n\r\n if (toNumber(PROGRESS1 < 100) || (typeof PROGRESS1 === \"string\" && PROGRESS1.includes(\"%\"))) {\r\n new_values.pp1_percent = toNumber(PROGRESS1) + \"%\";\r\n new_values.pp1 = toAUD((totalIncGST * toNumber(PROGRESS1)) / 100);\r\n } else {\r\n new_values.pp1_percent = \"-\";\r\n new_values.pp1 = toAUD(PROGRESS1);\r\n }\r\n\r\n if (toNumber(PROGRESS2 < 100) || (typeof PROGRESS2 === \"string\" && PROGRESS2.includes(\"%\"))) {\r\n new_values.pp2_percent = toNumber(PROGRESS2) + \"%\";\r\n new_values.pp2 = toAUD((totalIncGST * toNumber(PROGRESS2)) / 100);\r\n } else {\r\n new_values.pp2_percent = \"-\";\r\n new_values.pp2 = toAUD(PROGRESS2);\r\n }\r\n\r\n let FINAL_VALUE =\r\n totalIncGST - toNumber(new_values.pp2) - toNumber(new_values.pp1) - toNumber(new_values.deposit);\r\n new_values.final_percent = ((FINAL_VALUE / totalIncGST) * 100).toFixed(0) + \"%\";\r\n new_values.final = toAUD(FINAL_VALUE);\r\n setPaymentValues(new_values);\r\n };\r\n\r\n const handlePaymentValueChange = (prop) => (event) => {\r\n setPaymentValues({ ...paymentValues, [prop]: event.target.value });\r\n };\r\n\r\n const [loadPrices, setLoadPrices] = useState(print ? true : false);\r\n const classes = useStyles();\r\n\r\n function ColourComponent(props) {\r\n let colour = props.colour;\r\n if (colour && GetHTMLColour(props.colour)[0] == \"\")\r\n colour = colour\r\n .replace(\" TW\", \"\")\r\n .replace(\" AM\", \"\")\r\n .replace(\" LL\", \"\")\r\n .replace(\" ST\", \"\")\r\n .replace(\" HP\", \"\");\r\n var htmlcolours = GetHTMLColour(colour);\r\n var top_bg_colour = htmlcolours[0];\r\n var bottom_bg2_colour = htmlcolours[1];\r\n var bg1 = \"linear-gradient(165deg, \" + top_bg_colour + \" 65%, \" + bottom_bg2_colour + \" 35%)\";\r\n if (top_bg_colour === bottom_bg2_colour) bg1 = top_bg_colour;\r\n var text_colour1 = htmlcolours[2];\r\n\r\n return (\r\n \r\n
\r\n {footer_text}
\r\n \r\n
\r\n Page {page_number}
\r\n \r\n {props.label}: {colour}\r\n
\r\n );\r\n }\r\n\r\n const threeDmouseClick = (e) => {\r\n if (e.target.style.backgroundSize === \"contain\") e.target.style.backgroundSize = \"cover\";\r\n else e.target.style.backgroundSize = \"contain\";\r\n e.target.style.backgroundPosition = \"50% 50%\";\r\n };\r\n\r\n const toAUD = (val) => {\r\n return toNumber(val).toLocaleString(\"en-AU\", {\r\n style: \"currency\",\r\n currency: \"AUD\",\r\n });\r\n };\r\n\r\n const calculatePrices = (source = \"\") => {\r\n let INSTALLATION_BASE_PRICE = job.QuoteParameters?.BOM?.InstallationList?.total_price;\r\n if (!INSTALLATION_BASE_PRICE) INSTALLATION_BASE_PRICE = 0;\r\n\r\n const PACKING_AND_DELIVERY = job.Distributor?.DeliveryFee + job.Distributor?.PackingFee;\r\n\r\n const MATERIAL_FIXED_PRICE = toNumber(\r\n print ? pricingParameters.MaterialFixedPrice : values.material,\r\n false,\r\n true\r\n );\r\n const INSTALL_FIXED_PRICE = toNumber(\r\n print ? pricingParameters.InstallationFixedPrice : values.installation,\r\n false,\r\n true\r\n );\r\n\r\n const EXTRA_COSTS = toNumber(print ? pricingParameters.ExtraCostsFixedPrice : values.extra, false, true);\r\n\r\n let PRICING_OUTPUT_SUMMARY = {\r\n MaterialBase: displayOnlyPrice ? displayOnlyPrice : MATERIAL_KIT_PRICE_FROM_EPRICING,\r\n InstallationBase: INSTALLATION_BASE_PRICE,\r\n };\r\n\r\n let SUBTOTAL = 0;\r\n let promo_discount = values.promo_discount / 100;\r\n\r\n if (!promo_discount) promo_discount = 0;\r\n\r\n let kitPrice = displayOnlyPrice ? displayOnlyPrice : MATERIAL_KIT_PRICE_FROM_EPRICING;\r\n let DISCOUNTED_KIT_PRICE_FROM_EPRICING = kitPrice - kitPrice * promo_discount;\r\n\r\n PRICING_OUTPUT_SUMMARY[\"MaterialDiscountedPromo\"] = DISCOUNTED_KIT_PRICE_FROM_EPRICING;\r\n\r\n let markup_Material = Number(markup_structure[\"Material\"]) / 100;\r\n if (!markup_Material) markup_Material = 0;\r\n let markup_Installation = Number(markup_structure[\"Installation\"]) / 100;\r\n if (!markup_Installation) markup_Installation = 0;\r\n let markup_Commission = Number(markup_structure[\"Commission\"]) / 100;\r\n if (!markup_Commission) markup_Commission = 0;\r\n\r\n //material price\r\n let material = DISCOUNTED_KIT_PRICE_FROM_EPRICING + DISCOUNTED_KIT_PRICE_FROM_EPRICING * markup_Material;\r\n\r\n PRICING_OUTPUT_SUMMARY[\"MaterialMargin\"] = DISCOUNTED_KIT_PRICE_FROM_EPRICING * markup_Material;\r\n let material_commission = material * markup_Commission;\r\n PRICING_OUTPUT_SUMMARY[\"MaterialCommission\"] = material_commission;\r\n material += material_commission;\r\n\r\n if (MATERIAL_FIXED_PRICE) material = Number(MATERIAL_FIXED_PRICE);\r\n PRICING_OUTPUT_SUMMARY[\"MaterialSubtotal\"] = material;\r\n\r\n //installation price\r\n let installation = INSTALLATION_BASE_PRICE + INSTALLATION_BASE_PRICE * markup_Installation;\r\n PRICING_OUTPUT_SUMMARY[\"InstallationMargin\"] = INSTALLATION_BASE_PRICE * markup_Installation;\r\n let installation_commission = installation * markup_Commission;\r\n PRICING_OUTPUT_SUMMARY[\"InstallationCommission\"] = installation_commission;\r\n installation += installation_commission;\r\n\r\n PRICING_OUTPUT_SUMMARY[\"CommissionTotal\"] = material_commission + installation_commission;\r\n installation = Number(INSTALL_FIXED_PRICE);\r\n PRICING_OUTPUT_SUMMARY[\"InstallationSubtotal\"] = Number(installation);\r\n\r\n SUBTOTAL = material + installation;\r\n PRICING_OUTPUT_SUMMARY[\"InstallationANDMaterialSubtotal\"] = SUBTOTAL;\r\n\r\n //overall discount\r\n let overall_discount = toNumber(print ? pricingParameters.OverallDiscount : values.discount, false, true);\r\n let overall_discount_percentage = toNumber(\r\n print ? pricingParameters.OverallDiscountPercentage : values.discount_percentage,\r\n false,\r\n true\r\n );\r\n if (source === \"discount_percentage\") {\r\n overall_discount = SUBTOTAL * (overall_discount_percentage / 100);\r\n } else {\r\n overall_discount_percentage = (overall_discount / SUBTOTAL) * 100;\r\n }\r\n\r\n PRICING_OUTPUT_SUMMARY[\"OverallDiscount\"] = overall_discount;\r\n SUBTOTAL -= overall_discount;\r\n\r\n //plus extra costs\r\n SUBTOTAL += EXTRA_COSTS;\r\n PRICING_OUTPUT_SUMMARY[\"InstallationANDMaterialANDExtraSubtotal\"] = SUBTOTAL;\r\n\r\n //plus packing and delivery\r\n let markup_PackingAndDel = Number(markup_structure[\"PackingAndDel\"]) / 100;\r\n let PACKING_AND_DEL_MARKED_UP = PACKING_AND_DELIVERY + PACKING_AND_DELIVERY * markup_PackingAndDel;\r\n SUBTOTAL += PACKING_AND_DEL_MARKED_UP;\r\n PRICING_OUTPUT_SUMMARY[\"PackingAndDelBase\"] = PACKING_AND_DELIVERY;\r\n PRICING_OUTPUT_SUMMARY[\"PackingAndDelMarkedUp\"] = PACKING_AND_DEL_MARKED_UP;\r\n\r\n let totalExGST = SUBTOTAL;\r\n\r\n PRICING_OUTPUT_SUMMARY[\"TotalExGST\"] = totalExGST;\r\n\r\n let GST = totalExGST * 0.1;\r\n let totalIncGST = totalExGST + GST;\r\n\r\n PRICING_OUTPUT_SUMMARY[\"TotalIncGST\"] = totalIncGST;\r\n PRICING_OUTPUT_SUMMARY[\"price_error_summary\"] = PRICE_ERROR_SUMMARY;\r\n\r\n if (props.updateJobState) {\r\n props.updateJobState(\"QuoteParameters.PRICING_PARAMETERS\", \"MaterialFixedPrice\", material);\r\n props.updateJobState(\"QuoteParameters.PRICING_PARAMETERS\", \"InstallationFixedPrice\", installation);\r\n props.updateJobState(\"QuoteParameters.PRICING_PARAMETERS\", \"OverallDiscount\", overall_discount);\r\n props.updateJobState(\r\n \"QuoteParameters.PRICING_PARAMETERS\",\r\n \"OverallDiscountPercentage\",\r\n overall_discount_percentage\r\n );\r\n props.updateJobState(\"QuoteParameters.PRICING_PARAMETERS\", \"ExtraCostsFixedPrice\", EXTRA_COSTS);\r\n props.updateJobState(\"QuoteParameters.PRICING_PARAMETERS\", \"OutputSummary\", PRICING_OUTPUT_SUMMARY);\r\n }\r\n\r\n setValues({\r\n ...values,\r\n material: toAUD(material),\r\n installation: toAUD(installation),\r\n subtotal: toAUD(PRICING_OUTPUT_SUMMARY[\"InstallationANDMaterialSubtotal\"]),\r\n discount: overall_discount === 0 ? \" \" : toAUD(overall_discount),\r\n discount_percentage:\r\n overall_discount_percentage === 0 ? \"0%\" : overall_discount_percentage.toFixed(1) + \"%\",\r\n extra: toAUD(EXTRA_COSTS),\r\n packing_and_del: toAUD(PACKING_AND_DEL_MARKED_UP),\r\n gst: toAUD(GST),\r\n total: toAUD(totalIncGST),\r\n });\r\n\r\n updatePP(source, null, totalIncGST);\r\n setPricingSummary(PRICING_OUTPUT_SUMMARY);\r\n };\r\n\r\n useEffect(() => {\r\n calculatePrices();\r\n }, [loadPrices]);\r\n\r\n useEffect(() => {\r\n calculatePrices();\r\n }, [values.promo_discount, values.extra]);\r\n\r\n useEffect(() => {\r\n if (toNumber(pricingParameters.ExtraCostsFixedPrice) != toNumber(values.extra)) {\r\n setValues({ ...values, extra: pricingParameters.ExtraCostsFixedPrice });\r\n }\r\n }, [pricingParameters.ExtraCostsFixedPrice]);\r\n\r\n const [svgScreen, setSvgScreen] = React.useState(false);\r\n const [menuOpen, setMenuOpen] = React.useState(null);\r\n const handleMenuClick = (event, name) => {\r\n setMenuOpen({ ...menuOpen, [name]: event.target });\r\n };\r\n const handleMenuClose = (event, name) => {\r\n setMenuOpen({ ...menuOpen, [name]: false });\r\n };\r\n\r\n const handleSavePromotion = (e) => {\r\n for (let promo of promotions) {\r\n if (promo.Name === e.target.value) {\r\n props.updateJobState(\"QuoteParameters.PRICING_PARAMETERS\", \"Promotion\", promo);\r\n setValues({\r\n ...values,\r\n material: \"\",\r\n promo_discount: promo.Discount,\r\n });\r\n\r\n return;\r\n }\r\n }\r\n props.updateJobState(\"QuoteParameters.PRICING_PARAMETERS\", \"Promotion\", null);\r\n setValues({\r\n ...values,\r\n material: \"\",\r\n promo_discount: 0,\r\n });\r\n };\r\n\r\n if (!loadPrices) setLoadPrices(true);\r\n\r\n let this_area = null;\r\n if (job.AreaSpecifications && job.AreaSpecifications[0]) this_area = job.AreaSpecifications[0];\r\n\r\n const DeckMode = job?.DesignParameters?.DeckMode === 1;\r\n const carportMode = job?.DesignParameters?.CarportMode === 1;\r\n\r\n let beamNameAndColour1 = getBeamDetails(1, this_area);\r\n let beamNameAndColour2 = getBeamDetails(2, this_area);\r\n let beamNameAndColour3 = getBeamDetails(3, this_area);\r\n let beamNameAndColour4 = getBeamDetails(4, this_area);\r\n\r\n let columnColour = isTrue(\r\n this_area.BEAMS_AND_POSTS.PostColourSelectionMade,\r\n this_area.BEAMS_AND_POSTS.PostColourSelected\r\n )\r\n ? this_area.BEAMS_AND_POSTS.PostCol\r\n ? this_area.BEAMS_AND_POSTS.PostCol\r\n : this_area.BEAMS_AND_POSTS.PostColour\r\n : \"TBA\";\r\n\r\n if (\r\n this_area.BEAMS_AND_POSTS.PostColourSelectionMade === undefined &&\r\n this_area.BEAMS_AND_POSTS.PostColourSelected === undefined\r\n )\r\n columnColour = this_area.BEAMS_AND_POSTS.PostCol\r\n ? this_area.BEAMS_AND_POSTS.PostCol\r\n : this_area.BEAMS_AND_POSTS.PostColour;\r\n\r\n let roofColour = isTrue(this_area.ROOF_SHEETING.RoofColourSelectionMade, this_area.ROOF_SHEETING.RoofColourSelected)\r\n ? this_area.ROOF_SHEETING.RoofSheetColour\r\n ? this_area.ROOF_SHEETING.RoofSheetColour\r\n : this_area.ROOF_SHEETING.RoofColour\r\n : \"TBA\";\r\n\r\n let flashingColour = this_area.ROOF_SHEETING.FlashingColour\r\n ? this_area.ROOF_SHEETING.FlashingColour\r\n : this_area.ROOF_SHEETING.FlashingCol;\r\n\r\n let gutterColour = isTrue(\r\n this_area.GUTTERS_AND_DOWNPIPES.GutterColourSelectionMade,\r\n this_area.GUTTERS_AND_DOWNPIPES.GutterColourSelected\r\n )\r\n ? this_area.GUTTERS_AND_DOWNPIPES.GutterColour\r\n ? this_area.GUTTERS_AND_DOWNPIPES.GutterColour\r\n : this_area.GUTTERS_AND_DOWNPIPES.GutterCol\r\n : \"TBA\";\r\n\r\n if (\r\n this_area.GUTTERS_AND_DOWNPIPES.GutterColourSelectionMade === undefined &&\r\n this_area.GUTTERS_AND_DOWNPIPES.GutterColourSelected === undefined\r\n )\r\n gutterColour = this_area.GUTTERS_AND_DOWNPIPES.GutterColour\r\n ? this_area.GUTTERS_AND_DOWNPIPES.GutterColour\r\n : this_area.GUTTERS_AND_DOWNPIPES.GutterCol;\r\n\r\n let downpipeColour = \"TBA\";\r\n let hasDownpipe = this_area?.GUTTERS_AND_DOWNPIPES?.DownpipeIsSelected;\r\n\r\n if (hasDownpipe) {\r\n downpipeColour = this_area?.GUTTERS_AND_DOWNPIPES?.DownpipeCol || \"TBA\";\r\n }\r\n\r\n let windzone = job.SiteParameters?.WindData?.WindZoneAS1170?.calculated?.importance_level_2?.windzone_equiv;\r\n if (!windzone) windzone = job.SiteParameters?.WindData?.WindZone;\r\n if (!windzone) windzone = \"NA\";\r\n let blocking = job.SiteParameters?.WindData?.Blocking;\r\n if (blocking === undefined) blocking = \"NA\";\r\n windzone += \"b\" + blocking;\r\n\r\n let businessLogo = API_BASE() + \"document/BUS_\" + job.Distributor.Code + \"/\" + job.Distributor.Logo;\r\n if (props.businessLogo) businessLogo = props.businessLogo;\r\n\r\n let twodlayout = API_BASE() + \"document/\" + job.id + \"/layout_all.svg\";\r\n if (props.layout_all) twodlayout = props.layout_all;\r\n\r\n let threedlayout = job?.QuoteParameters?.DOCUMENTS?.[\"3DScreenShots\"]?.[0];\r\n if (threedlayout) threedlayout = API_BASE() + \"document/\" + job.id + \"/\" + threedlayout;\r\n if (props.threed_layout) threedlayout = props.threed_layout;\r\n\r\n const showDeposit = parseFloat(paymentValues.deposit_percent) > 0 || !print;\r\n const showPayment1 = parseFloat(paymentValues.pp1_percent) > 0 || !print;\r\n const showPayment2 = parseFloat(paymentValues.pp2_percent) > 0 || !print;\r\n\r\n return (\r\n \r\n \r\n Installation\r\n calculatePrices(\"installation\")}\r\n onKeyPress={(e) => {\r\n if (e.key === \"Enter\") e.target.blur();\r\n }}\r\n />\r\n
\r\n \r\n \r\n \r\n \r\n Materials\r\n calculatePrices()}\r\n onKeyPress={(e) => {\r\n if (e.key === \"Enter\") e.target.blur();\r\n }}\r\n />\r\n
\r\n \r\n
\r\n \r\n \r\n {job.Distributor.Logo && 
}\r\n {!job.Distributor.Logo && (\r\n \r\n {buisnessDetails.name ? (\r\n <>\r\n {buisnessDetails.name}\r\n
\r\n \r\n ) : (\r\n \"\"\r\n )}\r\n {buisnessDetails.address}\r\n
\r\n {buisnessDetails.abn ? (\r\n <>\r\n ABN: {buisnessDetails.abn}\r\n
\r\n \r\n ) : (\r\n \"\"\r\n )}\r\n {buisnessDetails.email ? (\r\n <>\r\n {buisnessDetails.email}\r\n
\r\n \r\n ) : (\r\n \"\"\r\n )}\r\n {buisnessDetails.phone ? (\r\n <>\r\n {buisnessDetails.phone}\r\n
\r\n \r\n ) : (\r\n \"\"\r\n )}\r\n {buisnessDetails.licence && (\r\n <>\r\n Building Licence: {buisnessDetails.licence}
\r\n \r\n )}\r\n \r\n
\r\n {job.Distributor.Name}
\r\n )}\r\n\r\n \r\n \r\n ) : (\r\n \"\"\r\n )}\r\n {buisnessDetails.address}\r\n
\r\n {buisnessDetails.abn ? (\r\n <>\r\n ABN: {buisnessDetails.abn}\r\n
\r\n \r\n ) : (\r\n \"\"\r\n )}\r\n {buisnessDetails.email ? (\r\n <>\r\n {buisnessDetails.email}\r\n
\r\n \r\n ) : (\r\n \"\"\r\n )}\r\n {buisnessDetails.phone ? (\r\n <>\r\n {buisnessDetails.phone}\r\n
\r\n \r\n ) : (\r\n \"\"\r\n )}\r\n {buisnessDetails.licence && (\r\n <>\r\n Building Licence: {buisnessDetails.licence}
\r\n \r\n )}\r\n \r\n
\r\n
\r\n CUSTOMER DETAILS
\r\n \r\n {\r\n props.updateJobState(\"Customer\", \"FirstName\", e.target.value);\r\n }}\r\n />\r\n props.updateJobState(\"Customer\", \"LastName\", e.target.value)}\r\n />\r\n
\r\n \r\n
\r\n \r\n props.updateJobState(\"Customer\", \"Phone\", e.target.value)}\r\n />\r\n
\r\n \r\n
\r\n JOB DETAILS
\r\n \r\n props.updateJobState(\"Customer\", \"Email\", e.target.value)}\r\n />\r\n
\r\n \r\n props.updateJobState(\"Customer\", \"JobName\", e.target.value)}\r\n />\r\n
\r\n \r\n \r\n props.updateJobState(\"SiteParameters\", \"DeliveryNotes\", e.target.value)\r\n }\r\n />\r\n
\r\n \r\n QUOTATION\r\n {!print && (\r\n handleMenuClick(event, \"Quote\")}\r\n >\r\n
\r\n\r\n {promotions && !print && (\r\n \r\n Promotions\r\n {/* */}\r\n \r\n \r\n {promotions.map((promo) => (\r\n \r\n ))}\r\n \r\n
\r\n )}\r\n \r\n {values.subtotal}\r\n
\r\n \r\n \r\n {pricingParameters.ExtraItems[key].Qty} x{\" \"}\r\n {pricingParameters.ExtraItems[key].Name} ={\" \"}\r\n {toAUD(pricingParameters.ExtraItems[key].Subtotal)}\r\n
\r\n );\r\n })}\r\n \r\n \r\n {window.LYSAGHT ? \"+ Delivery\" : \"+ Packing and Delivery\"}\r\n \r\n \r\n {values.packing_and_del}\r\n
\r\n \r\n \r\n + GST\r\n \r\n {values.gst}\r\n
\r\n \r\n \r\n (inc-GST)\r\n \r\n
\r\n {values.total}\r\n
\r\n \r\n \r\n GST\r\n \r\n {values.gst}\r\n
\r\n \r\n\r\n \r\n *extra fees may apply if specified time drop is required.\r\n
\r\n {brandRedirect}
}\r\n \r\n )}\r\n\r\n handleSetEnter(e)}\r\n onChange={handlePaymentValueChange(\"deposit_percent\")}\r\n onBlur={(e) => {\r\n if (e.target.value !== enterValue)\r\n updatePP(\"Deposit\", toNumber(e.target.value) + \"%\");\r\n }}\r\n onKeyPress={(e) => {\r\n if (e.key === \"Enter\") e.target.blur();\r\n }}\r\n />\r\n\r\n handleSetEnter(e)}\r\n onChange={handlePaymentValueChange(\"deposit\")}\r\n onBlur={(e) => {\r\n if (e.target.value !== enterValue)\r\n updatePP(\"Deposit\", toNumber(e.target.value));\r\n }}\r\n onKeyPress={(e) => {\r\n if (e.key === \"Enter\") e.target.blur();\r\n }}\r\n />\r\n
\r\n )}\r\n {showPayment1 && (\r\n Deposit
\r\n \r\n handleSetEnter(e)}\r\n onChange={handlePaymentValueChange(\"pp1_percent\")}\r\n onBlur={(e) => {\r\n if (e.target.value !== enterValue)\r\n updatePP(\"Progress1\", toNumber(e.target.value) + \"%\");\r\n }}\r\n onKeyPress={(e) => {\r\n if (e.key === \"Enter\") e.target.blur();\r\n }}\r\n />\r\n\r\n handleSetEnter(e)}\r\n onChange={handlePaymentValueChange(\"pp1\")}\r\n onBlur={(e) => {\r\n if (e.target.value !== enterValue)\r\n updatePP(\"Progress1\", toNumber(e.target.value));\r\n }}\r\n onKeyPress={(e) => {\r\n if (e.key === \"Enter\") e.target.blur();\r\n }}\r\n />\r\n
\r\n )}\r\n {showPayment2 && (\r\n Payment 1
\r\n \r\n handleSetEnter(e)}\r\n onChange={handlePaymentValueChange(\"pp2_percent\")}\r\n onBlur={(e) => {\r\n if (e.target.value !== enterValue)\r\n updatePP(\"Progress2\", toNumber(e.target.value) + \"%\");\r\n }}\r\n onKeyPress={(e) => {\r\n if (e.key === \"Enter\") e.target.blur();\r\n }}\r\n />\r\n handleSetEnter(e)}\r\n onChange={handlePaymentValueChange(\"pp2\")}\r\n onBlur={(e) => {\r\n if (e.target.value !== enterValue)\r\n updatePP(\"Progress2\", toNumber(e.target.value));\r\n }}\r\n onKeyPress={(e) => {\r\n if (e.key === \"Enter\") e.target.blur();\r\n }}\r\n />\r\n
\r\n )}\r\n Payment {showPayment1 ? \"2\" : \"1\"}
\r\n \r\n
\r\n \r\n\r\n Final
\r\n CONTRACT ACCEPTANCE
\r\n \r\n Please print your name, sign and date the box below. By signing this declaration, this\r\n quotation becomes a CONTRACT. You agree to the terms and conditions and the price of{\" \"}\r\n {values.total}.\r\n
\r\n \r\n NOTES
\r\n\r\n {print && {pricingParameters?.Notes}
}\r\n {!print && (\r\n\r\n {!svgScreen && (\r\n <>\r\n
\r\n )}\r\n \r\n )}\r\n {threedlayout && (\r\n \r\n \r\n DESIGN SPECIFICATIONS\r\n \r\n {!print && (\r\n handleMenuClick(event, \"Design\")}\r\n >\r\n
\r\n\r\n {twodlayout && (\r\n \r\n COLOUR SUMMARY\r\n {job.AreaSpecifications.length > 1 ? \" (area 1 only)\" : \"\"}\r\n
\r\n \r\n {DeckMode ? (\r\n <>\r\n
\r\n \r\n {beamNameAndColour1 && (\r\n
\r\n \r\n
\r\n \r\n ) : (\r\n <>\r\n \r\n {beamNameAndColour1 && (\r\n
\r\n \r\n
\r\n \r\n )}\r\n {GenerateSummary(job)}
\r\n \r\n \r\n
\r\n )}\r\n \r\n {svgScreen && (\r\n <>\r\n
\r\n {page_number !== undefined && }\r\n \r\n \r\n DESIGN SPECIFICATIONS\r\n \r\n {!print && (\r\n handleMenuClick(event, \"Design\")}\r\n >\r\n
\r\n\r\n {twodlayout && (\r\n \r\n
\r\n
\r\n
\r\n
&& (\r\n
\r\n PRICING SUMMARY (Admin Only)\r\n
\r\n Order Material Cost: {toAUD(MATERIAL_KIT_PRICE_FROM_EPRICING)}\r\n
\r\n {displayOnlyPrice > 0 && (\r\n <>\r\n Business Discount: {toAUD(displayOnlyDiscount)}\r\n
\r\n Total: {toAUD(displayOnlyPrice)}\r\n
\r\n \r\n )}\r\n
\r\n {toNumber(values.promo_discount) > 0 && (\r\n <>\r\n Promo Discount: {toNumber(values.promo_discount)}%
\r\n \r\n )}\r\n <>\r\n Customer Type: {customer_type} - Markup: {markup_structure[\"Material\"]}%,{\" \"}\r\n {toAUD(pricingSummary.MaterialMargin)}\r\n
\r\n \r\n
\r\n )}\r\n \r\n \r\n Order Material Cost: {toAUD(MATERIAL_KIT_PRICE_FROM_EPRICING)}\r\n
\r\n {displayOnlyPrice > 0 && (\r\n <>\r\n Business Discount: {toAUD(displayOnlyDiscount)}\r\n
\r\n Total: {toAUD(displayOnlyPrice)}\r\n
\r\n \r\n )}\r\n
\r\n {toNumber(values.promo_discount) > 0 && (\r\n <>\r\n Promo Discount: {toNumber(values.promo_discount)}%
\r\n \r\n )}\r\n <>\r\n Customer Type: {customer_type} - Markup: {markup_structure[\"Material\"]}%,{\" \"}\r\n {toAUD(pricingSummary.MaterialMargin)}\r\n
\r\n \r\n
\r\n \r\n
\r\n \r\n \r\n \r\n );\r\n}\r\n\r\nfunction GetWidthIfSimple(areas, default_if_not_simple = \"\") {\r\n if (areas.length === 0) return default_if_not_simple;\r\n let width = areas[0].SHAPE.Depth;\r\n for (let area of areas) {\r\n if (Math.abs(width - area.SHAPE.Depth) > 600) return default_if_not_simple;\r\n }\r\n return (width / 1000).toFixed(1);\r\n}\r\n\r\nfunction GetTotalLength(areas) {\r\n var length = 0;\r\n for (let area of areas) {\r\n length += area.Length;\r\n }\r\n return length;\r\n}\r\n\r\n// Hardcoded mappings are currently the only way to link these codes with their\r\n// descriptions from the front-end\r\nexport function GetOutputName(name) {\r\n if (!name) return;\r\n\r\n const nameMap = {\r\n \"SB10865\": \"Cen Swage Box Beam 108 X 65 X 0.95BMT\",\r\n \"SB15865\": \"Cen Swage Box Beam 158 X 65 X 0.95BMT\",\r\n \"SB20865\": \"Cen Swage Box Beam 208 X 65 X 0.95BMT\",\r\n \"656510\": \"Cen Box Beam 65x65x0.95BMT\",\r\n \"1086510\": \"Cen Box Beam 108x65x0.95BMT\",\r\n \"1586510\": \"Cen Box Beam 158x65x0.95BMT\",\r\n \"2086510\": \"Cen Box Beam 208x65x0.95BMT\",\r\n \"FL15015\": \"150mm x 50mm Firmlok\",\r\n \"FL20020\": \"200mm x 50mm Firmlok\",\r\n \"FL10011\": \"100mm x 50mm Firmlok\",\r\n \"FL10011M225\": \"100mm x 50mm Firmlok\",\r\n \"FL15015M225\": \"150mm x 50mm Firmlok\",\r\n \"FL20020M225\": \"200mm x 50mm Firmlok\",\r\n \"CONCRETE_IN\": \"Concrete In\",\r\n \"BOLT_TO_SLAB\": \"Bolt to Slab\",\r\n \"HEAVY_FOOTING_BRACKET\": \"Heavy Footing Bracket\",\r\n };\r\n\r\n // Return mapped name or handle custom replacements if not found\r\n if (nameMap[name]) {\r\n return nameMap[name];\r\n }\r\n\r\n // Handle replacement patterns if in_name isn't directly mapped\r\n return name.replace(\"C/Bond\", \"Colorbond\").replace(\"D/S\", \"Double Sided\");\r\n}\r\n\r\nfunction GetSizeSummary(areas) {\r\n var summary = \"\";\r\n for (let index in areas) {\r\n let area = areas[index];\r\n summary +=\r\n (summary == \"\" ? \"\" : \"; \") +\r\n \"Area \" +\r\n (Number(index) + 1) +\r\n \": \" +\r\n (area.SHAPE.ActualStructureLength ? area.SHAPE.ActualStructureLength : area.SHAPE.Length) +\r\n \"mm x \" +\r\n (area.SHAPE.ActualStructureWidth ? area.SHAPE.ActualStructureWidth : area.SHAPE.Depth) +\r\n \"mm\";\r\n }\r\n return summary;\r\n}\r\n\r\nfunction ConvertListToString(array) {\r\n let outStr = \"\";\r\n for (var i = 0; i < array.length; i++) {\r\n outStr += array[i];\r\n if (i == array.length - 2) {\r\n outStr += \" & \";\r\n } else if (i < array.length - 1) {\r\n outStr += \", \";\r\n }\r\n }\r\n return outStr;\r\n}\r\n\r\nfunction GetHeights(areas) {\r\n let heights = [];\r\n for (let area of areas) {\r\n if (!heights.includes(area.SHAPE.Height)) heights.push(area.SHAPE.Height);\r\n }\r\n return ConvertListToString(heights);\r\n}\r\n\r\nfunction GetRoofingSummary(areas) {\r\n let pitches = {};\r\n if (areas.length === 0) return \"\";\r\n if (areas.length === 1) return GetOutputName(areas[0].ROOF_SHEETING.RoofType);\r\n let types = [];\r\n for (var area of areas) {\r\n let RoofSheetDescClean = GetOutputName(area.ROOF_SHEETING.RoofType);\r\n if (!types.includes(RoofSheetDescClean)) types.push(RoofSheetDescClean);\r\n\r\n if (area.SHAPE.DesignType === \"Flat Roof\") {\r\n if (!pitches[\"Flat\"]) {\r\n pitches[\"Flat\"] = [];\r\n pitches[\"Flat\"].push(RoofSheetDescClean);\r\n } else {\r\n if (!pitches[\"Flat\"].includes(RoofSheetDescClean)) pitches[\"Flat\"].push(RoofSheetDescClean);\r\n }\r\n } else if (area.SHAPE.DesignType === \"Gable\") {\r\n if (pitches[\"Gable\"] == null) {\r\n pitches[\"Gable\"] = [];\r\n pitches[\"Gable\"].push(RoofSheetDescClean);\r\n } else {\r\n if (!pitches[\"Gable\"].includes(RoofSheetDescClean)) pitches[\"Gable\"].push(RoofSheetDescClean);\r\n }\r\n } else if (area.SHAPE.DesignType === \"Gable Hip Roof\") {\r\n if (pitches[\"Portal\"] == null) {\r\n pitches[\"Portal\"] = [];\r\n pitches[\"Portal\"].push(RoofSheetDescClean);\r\n } else {\r\n if (!pitches[\"Portal\"].includes(RoofSheetDescClean)) pitches[\"Portal\"].push(RoofSheetDescClean);\r\n }\r\n }\r\n }\r\n\r\n if (types.length == 1) return types[0];\r\n\r\n let output = [];\r\n if (pitches[\"Flat\"]) {\r\n output.push(ConvertListToString(pitches[\"Flat\"]) + \" Flat\");\r\n }\r\n if (pitches[\"Gable\"]) {\r\n output.push(ConvertListToString(pitches[\"Gable\"]) + \" Pitched\");\r\n }\r\n if (pitches[\"Portal\"]) {\r\n output.push(ConvertListToString(pitches[\"Portal\"]) + \" Gable\");\r\n }\r\n return ConvertListToString(output);\r\n}\r\n\r\nfunction GetPitchSummary(areas) {\r\n let pitches = {};\r\n if (areas.length === 0) return \"\";\r\n if (areas.length === 1) return GetOutputName(areas[0].SHAPE.RoofPitch + \"º\");\r\n for (var area of areas) {\r\n if (area.SHAPE.DesignType === \"Flat Roof\") {\r\n if (!pitches[\"Flat\"]) {\r\n pitches[\"Flat\"] = [];\r\n pitches[\"Flat\"].push(area.SHAPE.RoofPitch + \"º\");\r\n } else {\r\n if (!pitches[\"Flat\"].includes(area.SHAPE.RoofPitch + \"º\"))\r\n pitches[\"Flat\"].push(area.SHAPE.RoofPitch + \"º\");\r\n }\r\n } else if (area.SHAPE.DesignType === \"Gable\") {\r\n if (pitches[\"Gable\"] == null) {\r\n pitches[\"Gable\"] = [];\r\n pitches[\"Gable\"].push(area.SHAPE.RoofPitch + \"º\");\r\n } else {\r\n if (!pitches[\"Gable\"].includes(area.SHAPE.RoofPitch + \"º\"))\r\n pitches[\"Gable\"].push(area.SHAPE.RoofPitch + \"º\");\r\n }\r\n } else if (area.SHAPE.DesignType === \"Gable Hip Roof\") {\r\n if (pitches[\"Portal\"] == null) {\r\n pitches[\"Portal\"] = [];\r\n pitches[\"Portal\"].push(area.SHAPE.RoofPitch + \"º\");\r\n } else {\r\n if (!pitches[\"Portal\"].includes(area.SHAPE.RoofPitch + \"º\"))\r\n pitches[\"Portal\"].push(area.SHAPE.RoofPitch + \"º\");\r\n }\r\n }\r\n }\r\n\r\n let output = [];\r\n if (pitches[\"Flat\"]) {\r\n output.push(ConvertListToString(pitches[\"Flat\"]) + \" Flat\");\r\n }\r\n if (pitches[\"Gable\"]) {\r\n output.push(ConvertListToString(pitches[\"Gable\"]) + \" Pitched\");\r\n }\r\n if (pitches[\"Portal\"]) {\r\n output.push(ConvertListToString(pitches[\"Portal\"]) + \" Gable\");\r\n }\r\n return ConvertListToString(output);\r\n}\r\n\r\nfunction GetFasciaBeams(areas) {\r\n let pitches = {};\r\n if (areas.length === 0) return \"\";\r\n if (areas.length === 1) return GetOutputName(areas[0].BEAMS_AND_POSTS.BeamType1);\r\n let types_all = [];\r\n for (var area of areas) {\r\n if (area.SHAPE.DesignType === \"Flat Roof\") {\r\n if (!pitches[\"Flat\"]) {\r\n pitches[\"Flat\"] = [];\r\n pitches[\"Flat\"].push(area.BEAMS_AND_POSTS.BeamType1);\r\n } else {\r\n if (!pitches[\"Flat\"].includes(area.BEAMS_AND_POSTS.BeamType1))\r\n pitches[\"Flat\"].push(area.BEAMS_AND_POSTS.BeamType1);\r\n }\r\n if (!types_all.includes(area.BEAMS_AND_POSTS.BeamType1)) types_all.push(area.BEAMS_AND_POSTS.BeamType1);\r\n } else if (area.SHAPE.DesignType === \"Gable\" || area.SHAPE.DesignType === \"Gable Hip Roof\") {\r\n let beam = area.BEAMS_AND_POSTS.BeamType1;\r\n if (area.SHAPE.DesignType === \"Gable Hip Roof\") beam = area.BEAMS_AND_POSTS.BeamType3;\r\n if (pitches[\"Gable\"] == null) {\r\n pitches[\"Gable\"] = [];\r\n pitches[\"Gable\"].push(beam);\r\n } else {\r\n if (!pitches[\"Gable\"].includes(beam)) pitches[\"Gable\"].push(beam);\r\n }\r\n if (!types_all.includes(beam)) types_all.push(beam);\r\n }\r\n }\r\n\r\n if (types_all.length === 1) {\r\n return types_all[0] + \" Colorbond fascia beams.\";\r\n }\r\n\r\n let output = [];\r\n if (pitches[\"Flat\"]) {\r\n output.push(ConvertListToString(pitches[\"Flat\"]) + \" Flat\");\r\n }\r\n if (pitches[\"Gable\"]) {\r\n output.push(ConvertListToString(pitches[\"Gable\"]) + \" Pitched\");\r\n }\r\n return ConvertListToString(output);\r\n}\r\n\r\nfunction GetPurlins(areas) {\r\n let pitches = {};\r\n if (areas.length === 0) return \"\";\r\n if (areas.length === 1) return GetOutputName(areas[0].BEAMS_AND_POSTS.BeamType2);\r\n let types_all = [];\r\n let has_gable = false;\r\n let recessed_purlins = false;\r\n for (var area of areas) {\r\n area.RoofSheetDescClean = GetOutputName(area.RoofType);\r\n\r\n if (area.SHAPE.DesignType === \"Flat Roof\") {\r\n if (!pitches[\"Flat\"]) {\r\n pitches[\"Flat\"] = [];\r\n pitches[\"Flat\"].push(area.BEAMS_AND_POSTS.BeamType2);\r\n } else {\r\n if (!pitches[\"Flat\"].includes(area.BEAMS_AND_POSTS.BeamType2))\r\n pitches[\"Flat\"].push(area.BEAMS_AND_POSTS.BeamType2);\r\n }\r\n if (!types_all.includes(area.BEAMS_AND_POSTS.BeamType1)) types_all.push(area.BEAMS_AND_POSTS.BeamType1);\r\n } else if (area.SHAPE.DesignType === \"Gable\" || area.SHAPE.DesignType === \"Gable Hip Roof\") {\r\n has_gable = true;\r\n if (area.BEAMS_AND_POSTS.HasRidgeBeam) recessed_purlins = true;\r\n let beam = area.BEAMS_AND_POSTS.BeamType2;\r\n if (pitches[\"Gable\"] == null) {\r\n pitches[\"Gable\"] = [];\r\n pitches[\"Gable\"].push(beam);\r\n } else {\r\n if (!pitches[\"Gable\"].includes(beam)) pitches[\"Gable\"].push(beam);\r\n }\r\n if (!types_all.includes(beam)) types_all.push(beam);\r\n }\r\n }\r\n\r\n if (types_all.length === 1) {\r\n if (areas.length === 1 && has_gable)\r\n return types_all[0] + \" \" + (recessed_purlins ? \"(flush fitting) \" : \"\") + \"Colorbond purlins.\";\r\n else if (has_gable)\r\n return (\r\n types_all[0] + \" Colorbond purlins \" + (recessed_purlins ? \"(flush fitting on Gable areas) \" : \"\") + \"\"\r\n );\r\n return types_all[0] + \" Colorbond purlins\";\r\n }\r\n\r\n let output = [];\r\n if (pitches[\"Flat\"]) {\r\n output.push(ConvertListToString(pitches[\"Flat\"]) + \" Colorbond purlins on flat\");\r\n }\r\n if (pitches[\"Gable\"]) {\r\n output.push(\r\n ConvertListToString(pitches[\"Gable\"]) +\r\n \" \" +\r\n (recessed_purlins ? \"(flush fitting) \" : \"\") +\r\n \"Colorbond purlins in Gable Section\"\r\n );\r\n }\r\n return ConvertListToString(output);\r\n}\r\n\r\nexport function getBeamDetails(beamType, area) {\r\n // Each const requires multiple fallbacks as report gen and design cloud use different variable names\r\n // for the same data\r\n const beamsAndPosts = area?.BEAMS_AND_POSTS;\r\n const designType = area?.SHAPE?.DesignType || area?.DesignType || \"\";\r\n const beamColKeyShort = `BeamCol${beamType}`;\r\n const beamColKeyLong = `BeamColour${beamType}`;\r\n const beamTypeKey = `BeamType${beamType}`;\r\n const roofType1 = area?.SHAPE?.RoofType1 || area?.RoofType1 || \"\";\r\n const roofType2 = area?.SHAPE?.RoofType2 || area?.RoofType2 || \"\";\r\n const colour =\r\n beamsAndPosts?.[beamColKeyShort] ||\r\n beamsAndPosts?.[beamColKeyLong] ||\r\n area?.[beamColKeyShort] ||\r\n area?.[beamColKeyLong] ||\r\n \"TBA\";\r\n const hasPurlin = (beamsAndPosts?.CountsFromEngineering?.EngNumPurlins || area?.EngNumPurlins) > 0;\r\n const hasRafter = (beamsAndPosts?.CountsFromEngineering?.EngNumRafters || area?.EngNumRafters) > 0;\r\n const isGableOnly = designType === \"Gable Hip Roof\" && roofType1 === \"Gable\" && roofType2 === \"Gable\";\r\n const type = GetOutputName(beamsAndPosts?.[beamTypeKey] || area?.[beamTypeKey] || null);\r\n\r\n const beamNames = {\r\n \"Flat Roof\": {\r\n 1: \"Fascia\",\r\n ...(hasPurlin && { 2: \"Purlin\" }),\r\n ...(hasRafter && { 3: \"Rafter\" }),\r\n },\r\n \"Pitched Roof\": {\r\n 1: \"Rafter\",\r\n 3: \"Fascia\",\r\n 4: \"Pitching Beam\",\r\n ...(hasPurlin && { 2: \"Purlin\" }),\r\n },\r\n \"Gable Hip Roof\": {\r\n 1: \"Rafter\",\r\n 3: \"Edge Beam\",\r\n ...(!isGableOnly && { 4: \"Hip Beam\" }),\r\n ...(hasPurlin && { 2: \"Purlin\" }),\r\n },\r\n \"Flat Deck\": {\r\n 1: \"Bearer\",\r\n 2: \"Joist\",\r\n },\r\n };\r\n\r\n const name = beamNames[designType]?.[beamType] || null;\r\n\r\n if (name === null || type === null) {\r\n return null;\r\n }\r\n\r\n return { name, type, colour };\r\n}\r\n\r\nexport function GetNumberofSkylightsSummary(areas) {\r\n let syklights = 0;\r\n let types = [];\r\n for (var area of areas) {\r\n if (area.SKYLIGHTS.length > 0) {\r\n syklights += area.SKYLIGHTS.length;\r\n let type = \"Polycarbonate\";\r\n let skylight_type = area?.ROOF_SHEETING?.SkylightType;\r\n if (skylight_type) {\r\n if (Contains(skylight_type.toUpperCase(), \"SOLARSPAN\", \"VERSICLAD\", \"INSULROOF\")) {\r\n type = \"Insulated Panel\";\r\n } else if (Contains(skylight_type.toUpperCase(), \"ALSYNITE\")) {\r\n type = \"Alsynite\";\r\n }\r\n }\r\n if (!types.includes(type)) types.push(type);\r\n }\r\n }\r\n if (syklights === 0) return null;\r\n return syklights + \" \" + ConvertListToString(types) + \" Skylight sheets.\";\r\n}\r\n\r\nexport function GetNumberofSkylightsSummaryArea(area) {\r\n if (area.SKYLIGHTS.length > 0) return true;\r\n return false;\r\n}\r\n\r\nfunction Contains(value, values_to_check) {\r\n if (typeof values_to_check === \"string\") {\r\n return value.includes(values_to_check);\r\n }\r\n if (Array.isArray(values_to_check)) {\r\n for (let val of values_to_check) {\r\n if (value.includes(val)) return true;\r\n }\r\n }\r\n return false;\r\n}\r\n\r\nfunction GetGutterTypes(areas) {\r\n let types = [];\r\n for (var area of areas) {\r\n let type = area.GUTTERS_AND_DOWNPIPES.GutterType;\r\n let colour =\r\n area.GUTTERS_AND_DOWNPIPES.GutterCol === \"Zincalume\" ? area.GUTTERS_AND_DOWNPIPES.GutterCol : \"Colorbond\";\r\n let combined = colour + \" \" + type;\r\n\r\n if (!types.includes(combined)) {\r\n types.push(combined);\r\n }\r\n }\r\n return ConvertListToString(types);\r\n}\r\n\r\nfunction GetDownpipeTypes(areas) {\r\n let types = [];\r\n for (var area of areas) {\r\n let dp_str = area.GUTTERS_AND_DOWNPIPES.DownpipeType;\r\n if (!dp_str.includes(\"PVC\")) dp_str = dp_str.replace(\"Downpipe\", \"Colorbond Downpipe\");\r\n if (!types.includes(dp_str)) types.push(dp_str);\r\n }\r\n return ConvertListToString(types);\r\n}\r\n\r\nfunction GetGableEndInfills(areas, back_side = false) {\r\n let types = [];\r\n for (var area of areas) {\r\n if (area.SHAPE.DesignType === \"Gable\" || area.SHAPE.DesignType === \"Gable Hip Roof\") {\r\n let infill = back_side ? area.GABLE_PARAMETERS.TrussInfill2 : area.GABLE_PARAMETERS.TrussInfill1;\r\n if (!types.includes(infill)) types.push(infill);\r\n }\r\n }\r\n return ConvertListToString(types);\r\n}\r\n\r\nfunction GetPortalFrames(areas) {\r\n let types = [];\r\n for (var area of areas) {\r\n if (area.SHAPE.DesignType === \"Gable Hip Roof\") {\r\n if (!types.includes(GetOutputName(area.BEAMS_AND_POSTS.PostType)))\r\n types.push(GetOutputName(area.BEAMS_AND_POSTS.PostType));\r\n }\r\n }\r\n return ConvertListToString(types);\r\n}\r\nfunction GetPosts(areas) {\r\n let types = [];\r\n for (var area of areas) {\r\n if (!types.includes(GetOutputName(area.BEAMS_AND_POSTS.PostType)))\r\n types.push(GetOutputName(area.BEAMS_AND_POSTS.PostType));\r\n }\r\n return ConvertListToString(types);\r\n}\r\n\r\nfunction HasBoxGutters(areas) {\r\n for (var area of areas) {\r\n {\r\n if (\r\n area.GUTTERS_AND_DOWNPIPES.GutterF == 2 ||\r\n area.GUTTERS_AND_DOWNPIPES.GutterB == 2 ||\r\n area.GUTTERS_AND_DOWNPIPES.GutterL == 2 ||\r\n area.GUTTERS_AND_DOWNPIPES.GutterR == 2\r\n )\r\n return true;\r\n }\r\n return false;\r\n }\r\n}\r\n\r\nfunction GetHasDownlightFlashing(areas) {\r\n for (var area of areas) {\r\n {\r\n if (area.SHAPE.DesignType === \"Gable\" || area.SHAPE.DesignType === \"Gable Hip Roof\") {\r\n if (isTrue(area.GABLE_PARAMETERS.DownlightFlashing)) return true;\r\n }\r\n }\r\n return false;\r\n }\r\n}\r\n\r\nfunction GetFootingSummary(areas) {\r\n const carportMode = areas[0]?.Description === \"National Carport\";\r\n let footingTypes = [];\r\n\r\n for (let area of areas) {\r\n // Get default footing type\r\n let defaultFootingType = area?.BEAMS_AND_POSTS?.FootingType ?? \"\";\r\n\r\n if (!footingTypes.includes(defaultFootingType)) {\r\n footingTypes.push(defaultFootingType);\r\n }\r\n\r\n // Get footing mods\r\n if (area?.Footings?.length > 0) {\r\n footingTypes = area?.Footings.reduce((unique, item) => {\r\n if (!unique.includes(item.Kind)) {\r\n unique.push(item.Kind);\r\n }\r\n return unique;\r\n }, footingTypes);\r\n }\r\n }\r\n\r\n footingTypes = footingTypes.map((item) => item.replace(\"Concrete In\", \"Concrete Piers in Ground\"));\r\n\r\n // Add In Ground & Bolt to Slab counts for carports\r\n if (carportMode) {\r\n const boltToSlabCount = areas[0]?.Footings?.length || 0;\r\n const inGroundCount = 4 - boltToSlabCount;\r\n\r\n if (boltToSlabCount > 0 && inGroundCount > 0) {\r\n return `Concrete Piers in Ground (x${inGroundCount}) & Bolt to Slab (x${boltToSlabCount})`;\r\n } else if (boltToSlabCount > 0) {\r\n return \"Bolt to Slab\";\r\n } else {\r\n return \"Concrete Piers in Ground\";\r\n }\r\n }\r\n\r\n return (footingTypes.length > 1 ? \"Mixed: \" : \"\") + ConvertListToString(footingTypes);\r\n}\r\n\r\nexport function GetAreaDescription(area, withPitch = false) {\r\n let areaDescription = \"\";\r\n const designType = area?.SHAPE?.DesignType;\r\n\r\n if (designType === \"Flat Deck\") {\r\n return \"Deck\";\r\n }\r\n\r\n if (designType === \"Flat Roof\") {\r\n if (area?.SHAPE?.DesignTemplateType === \"National Carport\") {\r\n return \"National Carport\";\r\n }\r\n\r\n if (area.Mode == \"Galv\") {\r\n areaDescription = \"Galvanised Flat Roof\";\r\n } else {\r\n areaDescription = \"Flat Verandah\";\r\n }\r\n } else if (designType === \"Gable Roof\" || designType === \"Pitched Roof\") {\r\n areaDescription = \"Pitched Verandah\";\r\n } else if (designType === \"Gable Hip Roof\") {\r\n const RoofType1 = area.SHAPE.RoofType1;\r\n const RoofType2 = area.SHAPE.RoofType2;\r\n\r\n if (RoofType1 === RoofType2 && RoofType1 === \"Gable\") {\r\n areaDescription = \"Portal Gable\";\r\n } else if (RoofType1 === RoofType2) {\r\n areaDescription = RoofType1 + \" Portal Gable\";\r\n } else if (RoofType2 === \"Gable\") {\r\n areaDescription = \"Single \" + RoofType1 + \" Portal Gable\";\r\n } else if (RoofType1 === \"Gable\") {\r\n areaDescription = \"Single \" + RoofType2 + \" Portal Gable\";\r\n } else {\r\n areaDescription += \"Portal Gable Mixed End Types\";\r\n }\r\n\r\n if (area.BEAMS_AND_POSTS.PortalPostType === 1) {\r\n areaDescription = areaDescription.replace(\"Portal Gable\", \"Gable\");\r\n\r\n if (!isTrue(area.BEAMS_AND_POSTS.HasRidgeBeam)) {\r\n areaDescription += \" (Purlins On Top)\";\r\n }\r\n } else {\r\n if (isTrue(area.BEAMS_AND_POSTS.HasRidgeBeam)) {\r\n areaDescription += \" (Inset Purlins)\";\r\n }\r\n }\r\n }\r\n\r\n if (withPitch) areaDescription += \" (\" + area.SHAPE.RoofPitch + \"º\" + \")\";\r\n\r\n return areaDescription;\r\n}\r\n\r\nexport function GetDesignStringShort(areas) {\r\n if (areas.length === 1) return GetAreaDescription(areas[0]);\r\n let areas_types = [];\r\n for (let area of areas) {\r\n let this_desc = GetAreaDescription(area);\r\n\r\n if (this_desc) {\r\n if (!areas_types.includes(this_desc)) areas_types.push(this_desc);\r\n }\r\n }\r\n if (areas_types.length === 1) {\r\n if (areas.length > 1) return areas_types[0] + \" Combination\";\r\n }\r\n if (areas_types.length > 1) {\r\n let out_str = \"\";\r\n for (var i = 0; i < areas_types.length - 1; i++) {\r\n if (out_str != \"\") out_str += \", \";\r\n out_str += areas_types[i].replace(\" Verandah\", \"\");\r\n }\r\n out_str += \" and \" + areas_types[areas_types.length - 1] + \" Combination\";\r\n return out_str;\r\n }\r\n return \"None\";\r\n}\r\n\r\nexport function GenerateSummaryRaw(job, forOrderForm) {\r\n if (!job) return null;\r\n\r\n // Default params don't work in report gen\r\n if (forOrderForm === undefined) {\r\n forOrderForm = false;\r\n }\r\n\r\n const list_of_supply_and_install_items = {};\r\n const DeckMode = job.DesignParameters.DeckMode === 1;\r\n\r\n list_of_supply_and_install_items[\"Size\"] = GetSizeSummary(job.AreaSpecifications);\r\n list_of_supply_and_install_items[\"Height\"] = GetHeights(job.AreaSpecifications) + \" mm\";\r\n\r\n if (DeckMode) {\r\n const bearer_colour = job.AreaSpecifications[0]?.BEAMS_AND_POSTS.BeamCol1.toUpperCase().includes(\"GALV\")\r\n ? \"Galvanised\"\r\n : \"Colorbond (P/C)\";\r\n list_of_supply_and_install_items[\"Bearers\"] = `${bearer_colour} ${GetOutputName(\r\n job.AreaSpecifications[0]?.BEAMS_AND_POSTS.BeamType1\r\n )}`;\r\n\r\n const joist_colour = job.AreaSpecifications[0]?.BEAMS_AND_POSTS.BeamCol2.toUpperCase().includes(\"GALV\")\r\n ? \"Galvanised\"\r\n : \"Colorbond (P/C)\";\r\n list_of_supply_and_install_items[\"Joists\"] = `${joist_colour} ${GetOutputName(\r\n job.AreaSpecifications[0]?.BEAMS_AND_POSTS.BeamType2\r\n )}`;\r\n\r\n if (forOrderForm) {\r\n const post_colour = job.AreaSpecifications[0]?.BEAMS_AND_POSTS.PostCol.toUpperCase().includes(\"GALV\")\r\n ? \"Galvanised\"\r\n : \"Colorbond (P/C)\";\r\n list_of_supply_and_install_items[\"Posts\"] = `${post_colour} ${GetPosts(job.AreaSpecifications)} posts`;\r\n }\r\n } else {\r\n list_of_supply_and_install_items[\"Roofing Material\"] =\r\n GetRoofingSummary(job.AreaSpecifications) + \" roof sheeting\";\r\n\r\n const skylight_summary = GetNumberofSkylightsSummary(job.AreaSpecifications);\r\n if (skylight_summary) list_of_supply_and_install_items[\"Skylights\"] = skylight_summary;\r\n\r\n list_of_supply_and_install_items[\"Roof Pitch\"] = GetPitchSummary(job.AreaSpecifications);\r\n list_of_supply_and_install_items[\"Gutters\"] = GetGutterTypes(job.AreaSpecifications);\r\n\r\n if (HasBoxGutters(job.AreaSpecifications)) {\r\n list_of_supply_and_install_items[\"Box Gutter\"] = \"Colorbond box gutters where indicated.\";\r\n }\r\n\r\n list_of_supply_and_install_items[\"Downpipes\"] = GetDownpipeTypes(job.AreaSpecifications);\r\n\r\n const infills_front = GetGableEndInfills(job.AreaSpecifications);\r\n const infills_back = GetGableEndInfills(job.AreaSpecifications, true);\r\n\r\n if (infills_front && infills_front === infills_back) {\r\n list_of_supply_and_install_items[\"Infills\"] = `${infills_front} to gable ends`;\r\n } else {\r\n if (infills_front) list_of_supply_and_install_items[\"Front Infills\"] = `${infills_front} gable end`;\r\n if (infills_back) list_of_supply_and_install_items[\"Rear Infills\"] = `${infills_back} gable end`;\r\n }\r\n\r\n if (forOrderForm) {\r\n const portal_frames = GetPortalFrames(job.AreaSpecifications);\r\n list_of_supply_and_install_items[\"Frame\"] = portal_frames\r\n ? `${portal_frames} Colorbond Post and Portal Frames`\r\n : `${GetPosts(job.AreaSpecifications)} Colorbond Posts`;\r\n\r\n const groupedBeamDetails = {};\r\n for (let area of job.AreaSpecifications) {\r\n for (let i = 1; i <= 4; i++) {\r\n let beamDetails = getBeamDetails(i, area);\r\n if (beamDetails) {\r\n const { name, type } = beamDetails;\r\n if (groupedBeamDetails[name]) {\r\n let types = groupedBeamDetails[name].split(\", \");\r\n if (!types.includes(type)) {\r\n groupedBeamDetails[name] += `, ${type}`;\r\n }\r\n } else {\r\n groupedBeamDetails[name] = type;\r\n }\r\n }\r\n }\r\n }\r\n\r\n for (let name in groupedBeamDetails) {\r\n if (groupedBeamDetails.hasOwnProperty(name)) {\r\n list_of_supply_and_install_items[name] = groupedBeamDetails[name];\r\n }\r\n }\r\n }\r\n\r\n if (GetHasDownlightFlashing(job.AreaSpecifications))\r\n list_of_supply_and_install_items[\"Downlight Flashing\"] = \"Matching Colorbond central down light housing\";\r\n\r\n list_of_supply_and_install_items[\"Footing Type\"] = GetFootingSummary(job.AreaSpecifications);\r\n }\r\n\r\n if (job.SiteParameters.ExistingStructure.FrameType.includes(\"Steel\"))\r\n list_of_supply_and_install_items[\"Steel House\"] =\r\n \"Provision may have been made for powder coated RHS 100 x 50mm posts flush to house wall to accommodate steel frame home.\";\r\n\r\n return list_of_supply_and_install_items;\r\n}\r\n\r\nexport function GenerateSummary(job) {\r\n var list_of_supply_and_install_items = GenerateSummaryRaw(job);\r\n let summary_list = [];\r\n\r\n for (let key in list_of_supply_and_install_items) {\r\n summary_list.push(\r\n
\r\n \r\n {key}: \r\n \r\n {list_of_supply_and_install_items[key]}\r\n
\r\n );\r\n }\r\n return summary_list;\r\n}\r\n\r\n// COMMMON FUNCTIONS\r\nexport function isTrue(value, value2 = null, value3 = null) {\r\n let val = isThisTrue(value);\r\n let val2 = isThisTrue(value2);\r\n let val3 = isThisTrue(value3);\r\n return val | val2 | val3;\r\n}\r\nexport function isThisTrue(value) {\r\n if (value === undefined) return false;\r\n if (value === null) return false;\r\n if (typeof value === \"string\") {\r\n if (value === \"1\") return true;\r\n if (value.toUpperCase() === \"TRUE\") return true;\r\n }\r\n if (value === 1) return true;\r\n if (value === true) return true;\r\n return false;\r\n}\r\n\r\nexport function toNumber(value, allow_negative = true, allow_decimal = true) {\r\n if (typeof value === \"number\") return value;\r\n if (!value) return 0;\r\n if (value.replace) {\r\n let neg = false;\r\n if (allow_negative && value.startsWith(\"-\")) neg = true;\r\n let str = value.replace(/[^0-9.]/g, \"\").split(\".\");\r\n let form_str = (neg ? \"-\" : \"\") + str[0] + (allow_decimal && str.length > 1 ? \".\" + str[1] : \"\");\r\n return Number(form_str);\r\n }\r\n return Number(value);\r\n}","import React from \"react\";\r\nimport { UPDATE_AREA_SPECIFICATION } from \"./jobState\";\r\nimport { BASIC_SPECS_SECTIONS } from \"./jobState_Schemas\";\r\nimport { WarningIcon_Orange } from \"./jobState_Validation\";\r\n\r\n// Returns relative str position in array\r\nfunction searchStringInArray(str, strArray) {\r\n console.log(strArray);\r\n console.log(str);\r\n for (var j = 0; j < strArray.length; j++) {\r\n console.log(strArray[j]);\r\n if (strArray[j].includes(str)) return j;\r\n }\r\n return -1;\r\n}\r\n\r\nfunction findObjectKeyByRef2(objects, ref2) {\r\n for (let i = 0; i < objects.length; i++) {\r\n if (objects[i].Ref2 === ref2) {\r\n return i;\r\n }\r\n }\r\n return -1; // If the object with the given Ref2 is not found, return -1\r\n}\r\n\r\nexport function bondorBrickworkWarning() {\r\n return (\r\n \r\n {WarningIcon_Orange}A minimum of 1500mm of brickwork above the attachment point is required for Bondor\r\n Products. Continue at your own risk.\r\n
\r\n
\r\n );\r\n}\r\n\r\nexport function insulatedSpanWarning({ job, sheetName, length, areaIndex, this_area, roofsheet, maxSpan }) {\r\n let message = [\r\n <>\r\n {\r\n \"Please change Roofsheet, the structures size, remove the added purlin or contact support before proceeding.\"\r\n }\r\n ,\r\n ];\r\n if (length > maxSpan * 2)\r\n message = [<>{\"Please change Roofsheet, the structures size or contact support before proceeding.\"}];\r\n\r\n console.log(this_area);\r\n return {\r\n error: true,\r\n title: `Roofsheet '${sheetName}' cannot have multiple Purlins in a single Area.`,\r\n message,\r\n primaryActionText: \"Cancel\",\r\n secondaryActionText: `Change Depth to '${maxSpan * 2}mm'`,\r\n secondaryAction: () => {\r\n this_area[\"SHAPE\"][\"Depth\"] = maxSpan * 2;\r\n return {\r\n type: UPDATE_AREA_SPECIFICATION,\r\n index: areaIndex,\r\n section: null,\r\n subsection: null,\r\n parameter: null,\r\n value: this_area,\r\n error: null,\r\n };\r\n },\r\n };\r\n}\r\n\r\nexport function masonryBondorWarning({}) {\r\n return {\r\n error: true,\r\n title: `BONDOR ATTACHMENT REQUIREMENTS`,\r\n message: [\r\n <>\r\n {`You have selected to attach bondor to a masonry wall. \r\n A minimum of 1500mm of brickwork (either concrete filled or tied down with anchor rods) \r\n above the attachment point is required for Bondor Products.`}\r\n \r\n
\r\n
\r\n {`By clicking 'I Agree' you indemnify ${window.brand} against all liability for the decision to\r\n continue. If you have any doubts, select ‘Decline’ and seek the advice of a suitably\r\n qualified professional prior to continuing.`}\r\n ,\r\n ],\r\n primaryActionText: \"I Agree\",\r\n secondaryActionText: \"Decline\",\r\n primaryAction: () => {\r\n // this_area[\"Footings\"][findObjectKeyByRef2(this_area[\"Footings\"], post)].Kind = \"Concrete In\";\r\n // return {\r\n // type: UPDATE_AREA_SPECIFICATION,\r\n // index: areaIndex,\r\n // section: null,\r\n // subsection: null,\r\n // parameter: null,\r\n // value: this_area,\r\n // error: null,\r\n // };\r\n },\r\n };\r\n}\r\n\r\nexport function postFootingWarning({ postName, footingType, areaIndex, this_area, post }) {\r\n return {\r\n error: true,\r\n title: `Post '${postName}' is not available in '${footingType}'.`,\r\n message: [<>{\"Please change post, the structures footing type or contact support before proceeding.\"}],\r\n primaryActionText: \"Cancel\",\r\n secondaryActionText: \"Change to 'Concrete In Ground'\",\r\n secondaryAction: () => {\r\n this_area[\"Footings\"][findObjectKeyByRef2(this_area[\"Footings\"], post)].Kind = \"Concrete In\";\r\n return {\r\n type: UPDATE_AREA_SPECIFICATION,\r\n index: areaIndex,\r\n section: null,\r\n subsection: null,\r\n parameter: null,\r\n value: this_area,\r\n error: null,\r\n };\r\n },\r\n };\r\n}\r\n\r\nexport function postNotchedWarning({ postName, areaIndex, this_area }) {\r\n return {\r\n error: true,\r\n title: `Post '${postName}' is not available in Notched.`,\r\n message: [<>{\"Please change post, the structures post position or contact support before proceeding.\"}],\r\n primaryActionText: \"Cancel\",\r\n secondaryActionText: \"Change to 'Post Behind Beam'\",\r\n secondaryAction: () => {\r\n this_area[BASIC_SPECS_SECTIONS.BEAMS_AND_POSTS].CornerPostsFullHeight = 3;\r\n this_area[BASIC_SPECS_SECTIONS.BEAMS_AND_POSTS].IntermediatePostsFullHeight = 3;\r\n return {\r\n type: UPDATE_AREA_SPECIFICATION,\r\n index: areaIndex,\r\n section: null,\r\n subsection: null,\r\n parameter: null,\r\n value: this_area,\r\n error: null,\r\n };\r\n },\r\n };\r\n}\r\n\r\nexport function postHeightWarning({\r\n job,\r\n pos,\r\n maxPostHeight,\r\n confirmEngineeringAction,\r\n user,\r\n overrideEngineeringAction,\r\n postName,\r\n height,\r\n engValid,\r\n}) {\r\n if (pos) {\r\n let postHeight = 0;\r\n const parsedHeight = parseInt(height, 10);\r\n const isHeightValid = !isNaN(parsedHeight);\r\n\r\n if (isHeightValid) {\r\n postHeight = parsedHeight;\r\n } else {\r\n // No {height} provided so search engineering results for the longest post of type {postName}\r\n const postsFromEngineering = job?.QuoteParameters?.ENGINEERING?.EngineeringResults?.ProcessedLoadData?.Cols;\r\n const postsArray = Object.values(postsFromEngineering || {});\r\n const postsFilteredByName = postsArray.filter((item) => item.ColumnType === postName);\r\n const postHeights = postsFilteredByName.map((item) => item.Height);\r\n const longestPost = postHeights.length > 0 ? Math.max(...postHeights) : null;\r\n\r\n // Fall back to building height if longest post can't be determined from engineering\r\n postHeight = longestPost !== null ? longestPost : job?.AreaSpecifications[0]?.SHAPE?.Height;\r\n }\r\n\r\n if (postHeight > maxPostHeight && !engValid) {\r\n return {\r\n error: true,\r\n title: `Post '${postName}' height exceeds maximum of ${maxPostHeight}mm.`,\r\n message: [<>{\"Please modify the design or contact support before proceeding.\"}],\r\n primaryActionText: \"Cancel\",\r\n secondaryActionText: \"Check Engineering\",\r\n secondaryAction: confirmEngineeringAction,\r\n tertiaryActionText: user.Role >= 91 ? \"Authorise Override?\" : \"\",\r\n tertiaryAction: user.Role >= 91 ? overrideEngineeringAction : {},\r\n };\r\n }\r\n }\r\n}\r\n\r\n// Gets relative position of SL in the promptTextCode\r\nexport function getPos({ currentPOA, findPostProduct }) {\r\n let pos = searchStringInArray(currentPOA, findPostProduct[0]?.PromptTextCodes?.split(\" \"));\r\n if (pos === -1) pos = searchStringInArray(\"SL=\", findPostProduct[0]?.PromptTextCodes?.split(\" \"));\r\n\r\n return pos;\r\n}\r\n\r\n// Gets the max height from POA and factors in extraCut (Concrete in -600 or Bolt to slab 100.)\r\nexport function getMaxPostHeight({ findPostProduct, pos, currentPOA, extraCut }) {\r\n let maxPostHeight = findPostProduct[0]?.PromptTextCodes?.split(\" \")[pos].split(\"|\").at(-1).split(\"(\")[0];\r\n\r\n // Check if control code contains the region (i.e. SL_EMU=4000)\r\n if (maxPostHeight.includes(currentPOA)) {\r\n maxPostHeight = maxPostHeight.split(currentPOA + \"=\")[1];\r\n }\r\n\r\n maxPostHeight = parseInt(maxPostHeight, 10);\r\n\r\n if (isNaN(maxPostHeight)) {\r\n maxPostHeight = 0;\r\n }\r\n\r\n maxPostHeight -= extraCut;\r\n\r\n // Ensure this function doesn't return a negative number\r\n maxPostHeight = Math.max(0, maxPostHeight);\r\n\r\n return maxPostHeight;\r\n}\r\n\r\n// Helper to convert string to function\r\nexport function createConditionFunction(conditionStrings) {\r\n // Combine all condition strings into one\r\n const combinedCondition = conditionStrings.join(\" && \");\r\n console.log(combinedCondition);\r\n return (props) => {\r\n return new Function(\"props\", `return (${combinedCondition});`)(props);\r\n };\r\n}\r\n\r\nexport function interpolate(template, data) {\r\n console.log(data);\r\n return template.replace(/{([^{}]*)}/g, (a, b) => {\r\n return Function(\"data\", \"with(data) { return \" + b + \"}\")(data);\r\n });\r\n}\r\n","import React from \"react\";\r\nimport * as CONFIG from \"../redux_store/configState\";\r\nimport { createConditionFunction } from \"../redux_store/warningHelper\";\r\n\r\nconst PURLIN_OPTION_WARNING =\r\n \"⚠️ Purlin options different in Areas (Purlins Inset | Purlins On Top). Proceed with caution.\";\r\n\r\nconst MULTI_PURLIN_INSULATED_WARNING =\r\n \"⚠️ Insulated Panels cannot have multiple Purlins in a single Area. Roofsheet Span too Large, change size or roofsheet.\";\r\n\r\nconst NIGHT_SKY_COLOUR_WARNING =\r\n \"⚠️ DUE TO TEMPORARY SUPPLY ISSUES WITH NIGHT SKY COIL, THIS COLOUR OPTION IS UNAVAILABLE, PLEASE CHANGE THE SELECTION PRIOR TO ORDER. FOR FURTHER INFORMATION PLEASE CONTACT THE FIELDERS SA OFFICE.\";\r\n\r\nconst OLDER_ATTACH_METHOD_WARNING =\r\n \"⚠️ This job is using an older attachment definition method. Consider upgrading in the 'Attachment/House' menu.\";\r\n\r\nconst BONDOR_MASONRY_MIN_BRICKWORK =\r\n \"⚠️ A minimum of 1500mm of brickwork above the attachment point is required for Bondor Products.\";\r\n\r\nconst hasDifferentRidgeBeamValues = (areaSpecifications) => {\r\n if (!areaSpecifications || areaSpecifications.length === 0) {\r\n return false; // or return an appropriate default value based on your requirements\r\n }\r\n\r\n const ridgeBeamValues = new Set();\r\n\r\n for (const areaSpec of areaSpecifications) {\r\n const hasRidgeBeam = areaSpec.BEAMS_AND_POSTS?.HasRidgeBeam;\r\n if (hasRidgeBeam !== undefined) {\r\n ridgeBeamValues.add(hasRidgeBeam);\r\n }\r\n }\r\n\r\n return ridgeBeamValues.size > 1;\r\n};\r\n\r\nconst handleWarning = (props, warningMessages, setWarningMessages, condition, warning) => {\r\n if (condition(props)) {\r\n if (!warningMessages.includes(warning)) {\r\n setWarningMessages([...warningMessages, warning]);\r\n }\r\n } else {\r\n if (warningMessages.includes(warning)) {\r\n setWarningMessages(warningMessages.filter((message) => message !== warning));\r\n }\r\n }\r\n};\r\n\r\nconst purlinWarningCondition = (props) => props?.job?.id && hasDifferentRidgeBeamValues(props?.job?.AreaSpecifications);\r\n\r\nconst insulatedPurlinWarningCondition = (props) => {\r\n return (props?.job?.AreaSpecifications || []).some((thisArea) => {\r\n const isFlat = thisArea?.SHAPE?.DesignType === CONFIG.DESIGN_TYPES.FLAT;\r\n const EngineeringResults = props?.job?.QuoteParameters?.ENGINEERING?.EngineeringResults;\r\n\r\n return (\r\n isFlat &&\r\n thisArea?.ROOF_SHEETING?.RoofSheetData?.InsulatedOverspan &&\r\n thisArea?.ROOF_SHEETING?.RoofSheetData?.PressureTableMaxSpanSingle &&\r\n EngineeringResults\r\n );\r\n });\r\n};\r\n\r\nconst nightSkyWarningConidtion = (props) => {\r\n return (props?.job?.AreaSpecifications || []).some((thisArea) => {\r\n const brand = props?.job?.Distributor?.Brand;\r\n\r\n return (\r\n brand === \"Fielders\" &&\r\n (thisArea?.BEAMS_AND_POSTS?.BeamCol1 === \"Night Sky\" ||\r\n thisArea?.BEAMS_AND_POSTS?.BeamCol2 === \"Night Sky\" ||\r\n thisArea?.BEAMS_AND_POSTS?.BeamCol3 === \"Night Sky\" ||\r\n thisArea?.BEAMS_AND_POSTS?.BeamCol4 === \"Night Sky\") &&\r\n props?.job?.Distributor?.Address.State === \"SA\"\r\n );\r\n });\r\n};\r\n\r\nconst attachmentMethodWarningCondition = (props) => props?.job && !props?.job?.DesignParameters?.USE_ATTACHMENTS_2;\r\n\r\nexport const brickworkBondorHeightCondition = (props) => {\r\n return (\r\n props?.job &&\r\n props.job.AreaSpecifications?.some((area) => {\r\n const roofSheeting = area?.ROOF_SHEETING;\r\n const attachments = area?.ATTACHMENTS?.AttachmentModifications;\r\n\r\n return (\r\n roofSheeting?.RoofGroupType?.toLowerCase().includes(\"bondor\") &&\r\n attachments?.some &&\r\n attachments?.some((attachment) => attachment?.AttachmentVariation?.toLowerCase().includes(\"masonry\"))\r\n );\r\n })\r\n );\r\n};\r\n\r\nexport const brickworkBondorHeightConditionIndex = (props) => {\r\n const areaIndex = props?.job?.AreaSpecifications?.findIndex((area) => {\r\n const roofSheeting = area?.ROOF_SHEETING;\r\n const attachments = area?.ATTACHMENTS?.AttachmentModifications;\r\n\r\n return (\r\n roofSheeting?.RoofGroupType?.toLowerCase().includes(\"bondor\") &&\r\n attachments?.some((attachment) => attachment?.AttachmentVariation?.toLowerCase().includes(\"masonry\"))\r\n );\r\n });\r\n\r\n return areaIndex;\r\n};\r\n\r\n// TODO: Move conditions to config for admin handling. Eventually moving all warnings and warning messages to admin control\r\nconst DesignerDrawingWarnings = ({ props, warningMessages, setWarningMessages, config }) => {\r\n React.useEffect(() => {\r\n let conditionsToCheck = [\r\n // { condition: purlinWarningCondition, warningType: PURLIN_OPTION_WARNING },\r\n { condition: insulatedPurlinWarningCondition, warningType: MULTI_PURLIN_INSULATED_WARNING },\r\n { condition: nightSkyWarningConidtion, warningType: NIGHT_SKY_COLOUR_WARNING },\r\n { condition: attachmentMethodWarningCondition, warningType: OLDER_ATTACH_METHOD_WARNING },\r\n\r\n // { condition: brickworkBondorHeightCondition, warningType: BONDOR_MASONRY_MIN_BRICKWORK },\r\n ];\r\n\r\n const allWarnings = config?.all_warnings;\r\n if (allWarnings?.jobWarning) {\r\n console.log(allWarnings?.jobWarning);\r\n const warning = allWarnings?.jobWarning;\r\n\r\n for (const type in warning) {\r\n if (warning.hasOwnProperty(type) && type !== \"info\") {\r\n const conditionStrings = warning[type]?.conditions;\r\n const condition = createConditionFunction(conditionStrings);\r\n const message = warning[type]?.message;\r\n conditionsToCheck.push({ condition, warningType: message });\r\n }\r\n }\r\n }\r\n\r\n console.log(conditionsToCheck);\r\n\r\n conditionsToCheck.forEach(({ condition, warningType }) => {\r\n handleWarning(props, warningMessages, setWarningMessages, condition, warningType);\r\n });\r\n }, [props.job]);\r\n};\r\n\r\nexport default DesignerDrawingWarnings;\r\n","import React from \"react\";\r\nimport PropTypes from \"prop-types\";\r\nimport * as COMMON from \"../components/Common\";\r\nimport * as CONFIG from \"./configState\";\r\n\r\nimport {\r\n bondorBrickworkWarning,\r\n createConditionFunction,\r\n getMaxPostHeight,\r\n getPos,\r\n insulatedSpanWarning,\r\n interpolate,\r\n postFootingWarning,\r\n postHeightWarning,\r\n postNotchedWarning,\r\n} from \"./warningHelper\";\r\nimport { SHOW_DESIGNER_MESSAGE, validateFullJob } from \"./jobState_Validation\";\r\nimport { brickworkBondorHeightCondition } from \"../components_designer/DesignerDrawingWarnings\";\r\nimport { BASIC_SPECS_SECTIONS } from \"./jobState_Schemas\";\r\n\r\n// Callback function\r\nfunction allAreaSpecifications(job, callback) {\r\n for (let index in job.AreaSpecifications) {\r\n let areaIndex = Number(index);\r\n const this_area = job.AreaSpecifications[Number(areaIndex)];\r\n\r\n // Call the callback function and pass the necessary values\r\n callback(this_area, areaIndex);\r\n }\r\n}\r\n\r\nfunction insulatedMultispanWarning({ job, engValid, this_area, areaIndex }) {\r\n let is_flat = false;\r\n if (this_area.SHAPE.DesignType === CONFIG.DESIGN_TYPES.FLAT) is_flat = true;\r\n // let AreaMaxResults = job.QuoteParameters?.ENGINEERING?.EngineeringResults?.AreaMaxResults?.[areaIndex];\r\n if (\r\n is_flat &&\r\n this_area?.ROOF_SHEETING?.RoofSheetData?.[\"InsulatedOverspan\"] &&\r\n this_area?.ROOF_SHEETING?.RoofSheetData?.PressureTableMaxSpanSingle &&\r\n !engValid\r\n ) {\r\n let sheetName, length, maxSpan, roofsheet;\r\n maxSpan = this_area?.ROOF_SHEETING?.RoofSheetData?.PressureTableMaxSpanDouble;\r\n sheetName = this_area?.ROOF_SHEETING?.RoofSubType;\r\n length = this_area.SHAPE.Depth;\r\n return insulatedSpanWarning({ job, sheetName, length, areaIndex, this_area, roofsheet, maxSpan });\r\n }\r\n}\r\n\r\nfunction maxPostHeightWarning({\r\n job,\r\n engValid,\r\n this_area,\r\n areaIndex,\r\n config,\r\n app,\r\n user,\r\n confirmEngineeringAction,\r\n overrideEngineeringAction,\r\n}) {\r\n // Check max height for posts\r\n const isFlanged =\r\n job?.AreaSpecifications[areaIndex].BEAMS_AND_POSTS.CornerPostsFullHeight === 2 ||\r\n job?.AreaSpecifications[areaIndex].BEAMS_AND_POSTS.IntermediatePostsFullHeight === 2;\r\n\r\n let product = config.post_types[job?.AreaSpecifications[areaIndex]?.BEAMS_AND_POSTS?.PostType]?.[\"Product Code\"];\r\n\r\n if (!product) return;\r\n\r\n // Check if the post if flanged.\r\n if (isFlanged) {\r\n product += \"F\";\r\n }\r\n\r\n // Initialize findPostProduct as an empty array\r\n let findPostProduct = [];\r\n\r\n if (app && app.pricefile && Array.isArray(app.pricefile.data)) {\r\n findPostProduct = app.pricefile.data.filter((e) => product === e.ProductIndex);\r\n }\r\n\r\n // get POA\r\n let currentPOA = \"SL_\" + job?.POA;\r\n\r\n let postChanges = job?.AreaSpecifications[areaIndex]?.POSTMODIFICATIONS;\r\n let footingChanges = job?.AreaSpecifications[areaIndex]?.Footings;\r\n let currentPosts = {};\r\n\r\n // extra cut as 500 for post all in concrete no post changes.\r\n let extraCut = 0;\r\n\r\n if (\r\n (footingChanges?.length === 0 || footingChanges === undefined) &&\r\n (postChanges?.length === 0 || postChanges === undefined)\r\n ) {\r\n extraCut = 0;\r\n } else {\r\n // Loop through footings and posts\r\n\r\n if (footingChanges)\r\n for (var foot of footingChanges) {\r\n const ref = foot?.Ref2 ? foot.Ref2 : foot.Ref;\r\n currentPosts[ref] = { Ref: ref, footing: foot.Kind };\r\n }\r\n\r\n if (postChanges)\r\n for (var post of postChanges) {\r\n const ref = post?.Ref2 ? post?.Ref2 : post?.Ref;\r\n if (currentPosts[ref]) {\r\n currentPosts[ref][\"post\"] =\r\n post.Section === \"\"\r\n ? job?.AreaSpecifications[areaIndex].BEAMS_AND_POSTS.PostType\r\n : post.Section;\r\n currentPosts[ref][\"Length\"] = post?.Length;\r\n } else {\r\n currentPosts[ref] = {\r\n Ref: ref,\r\n post:\r\n post.Section === \"\"\r\n ? job?.AreaSpecifications[areaIndex].BEAMS_AND_POSTS.PostType\r\n : post.Section,\r\n Length: post.Length,\r\n };\r\n }\r\n }\r\n }\r\n\r\n\r\n // Check default posts\r\n if (findPostProduct[0]?.PromptTextCodes) {\r\n const pos = getPos({ currentPOA, findPostProduct });\r\n\r\n if (pos > -1) {\r\n console.log(\"findPostProduct\", findPostProduct, findPostProduct[0]?.PromptTextCodes);\r\n\r\n let productName;\r\n for (var post_type of Object.values(config.post_types)) {\r\n console.log(post_type);\r\n console.log(findPostProduct[0]?.ProductIndex);\r\n if (post_type[\"Product Code\"] === findPostProduct[0]?.ProductIndex) {\r\n productName = job?.AreaSpecifications[areaIndex].BEAMS_AND_POSTS.PostType;\r\n break;\r\n }\r\n }\r\n\r\n const maxPostHeight = getMaxPostHeight({ findPostProduct, pos, currentPOA, extraCut });\r\n\r\n let warning = postHeightWarning({\r\n job,\r\n pos,\r\n maxPostHeight,\r\n confirmEngineeringAction,\r\n user,\r\n overrideEngineeringAction,\r\n postName: productName,\r\n engValid,\r\n });\r\n\r\n if (warning) {\r\n return warning;\r\n }\r\n }\r\n }\r\n\r\n // Check Changed Posts\r\n if (window.LYSAGHT)\r\n for (var _post of Object.keys(currentPosts)) {\r\n console.log(_post);\r\n if (currentPosts[_post]?.post) {\r\n // Find changed post\r\n let productCode = config.post_types[currentPosts[_post]?.post][\"Product Code\"];\r\n\r\n // Check if the post if flanged.\r\n if (isFlanged) {\r\n productCode += \"F\";\r\n }\r\n\r\n let findChangedPostProduct = app.pricefile.data.filter((e) => productCode === e.ProductIndex);\r\n\r\n let productName = currentPosts[_post]?.post;\r\n\r\n console.log(findChangedPostProduct);\r\n console.log(config.post_types[currentPosts[_post]?.post]);\r\n\r\n // Check if allowed notched and notched selected\r\n if (!config.post_types[currentPosts[_post]?.post].allow_notched && isFlanged) {\r\n let warning = postNotchedWarning({\r\n postName: productName,\r\n areaIndex,\r\n this_area,\r\n });\r\n\r\n if (warning) {\r\n return warning;\r\n }\r\n }\r\n\r\n // Check if footing change allowed to be flanged (\"Bolt to slab\") with current post\r\n if (\r\n currentPosts[_post]?.footing &&\r\n currentPosts[_post]?.footing !== \"Concrete In\" &&\r\n !config.post_types[currentPosts[_post]?.post].allow_notched &&\r\n !config.post_types[currentPosts[_post]?.post]?.Base_Plate_Code_Flat_Internal\r\n ) {\r\n let warning = postFootingWarning({\r\n areaIndex,\r\n this_area,\r\n footingType: currentPosts[_post]?.footing,\r\n postName: productName,\r\n post: _post,\r\n });\r\n\r\n if (warning) {\r\n return warning;\r\n }\r\n }\r\n\r\n // Only check if there are promptcodes\r\n if (findChangedPostProduct[0]?.PromptTextCodes) {\r\n const pos = getPos({ currentPOA, findPostProduct: findChangedPostProduct });\r\n\r\n if (pos > -1) {\r\n console.log(\r\n \"findChangedPostProduct\",\r\n findChangedPostProduct,\r\n findChangedPostProduct[0]?.PromptTextCodes\r\n );\r\n\r\n if (currentPosts[_post]?.footing) {\r\n if (currentPosts[_post].footing !== \"Concrete In\") {\r\n extraCut = 0;\r\n } else extraCut = 500; // Change to default footing\r\n }\r\n\r\n const maxPostHeight = getMaxPostHeight({\r\n findPostProduct: findChangedPostProduct,\r\n pos,\r\n currentPOA,\r\n extraCut,\r\n });\r\n\r\n let warning = postHeightWarning({\r\n job,\r\n pos,\r\n maxPostHeight,\r\n confirmEngineeringAction,\r\n user,\r\n overrideEngineeringAction,\r\n postName: productName,\r\n height: currentPosts[_post].Length,\r\n engValid,\r\n });\r\n\r\n if (warning) {\r\n return warning;\r\n }\r\n }\r\n }\r\n } else {\r\n // Only a footing change.\r\n // Check if footing change allowed to be flanged (\"Bolt to slab\") with default post\r\n if (\r\n currentPosts[_post]?.footing &&\r\n currentPosts[_post]?.footing !== \"Concrete In\" &&\r\n !config.post_types[currentPosts[_post]?.post]?.allow_notched &&\r\n !config.post_types[job?.AreaSpecifications[areaIndex]?.BEAMS_AND_POSTS?.PostType]\r\n ?.Base_Plate_Code_Flat_Internal\r\n ) {\r\n let warning = postFootingWarning({\r\n areaIndex,\r\n this_area,\r\n footingType: currentPosts[_post]?.footing,\r\n postName: job?.AreaSpecifications[areaIndex]?.BEAMS_AND_POSTS?.PostType,\r\n post: _post,\r\n });\r\n\r\n if (warning) {\r\n return warning;\r\n }\r\n }\r\n }\r\n }\r\n}\r\n\r\n// When set, the software will ignore these warnings in the future for that AreaIndex.\r\nfunction setIgnoreAreaWarning({ areaIndex, dispatch, warning, job, config, app }) {\r\n let new_job = COMMON.deepCopy(job);\r\n\r\n if (!new_job.AreaSpecifications[areaIndex].IGNORED_WARNINGS) {\r\n new_job.AreaSpecifications[areaIndex].IGNORED_WARNINGS = [];\r\n }\r\n\r\n new_job.AreaSpecifications[areaIndex].IGNORED_WARNINGS.push(warning);\r\n\r\n // forced compliance/ mass settings, updates\r\n new_job = validateFullJob(config, new_job, -1, app);\r\n\r\n dispatch({\r\n type: \"NEW_JOB\",\r\n parameter: new_job,\r\n });\r\n}\r\n\r\n// Remove ignored warning from AreaSpecifications[areaIndex].IGNORED_WARNINGS\r\nfunction removeIgnoreAreaWarning({ areaIndex, dispatch, warning, job, config, app }) {\r\n let new_job = COMMON.deepCopy(job);\r\n\r\n if (new_job.AreaSpecifications[areaIndex].IGNORED_WARNINGS) {\r\n new_job.AreaSpecifications[areaIndex].IGNORED_WARNINGS = new_job.AreaSpecifications[\r\n areaIndex\r\n ].IGNORED_WARNINGS.filter((ignoredWarning) => ignoredWarning.title !== warning.title);\r\n\r\n // forced compliance/ mass settings, updates\r\n new_job = validateFullJob(config, new_job, -1, app);\r\n\r\n dispatch({\r\n type: \"NEW_JOB\",\r\n parameter: new_job,\r\n });\r\n }\r\n}\r\n\r\nfunction checkIgnoreWarning({ job, areaIndex, warning }) {\r\n if (\r\n job?.AreaSpecifications[areaIndex].IGNORED_WARNINGS &&\r\n job.AreaSpecifications[areaIndex].IGNORED_WARNINGS.some(\r\n (ignoredWarning) => ignoredWarning.title === warning.title\r\n )\r\n ) {\r\n return warning;\r\n }\r\n return null;\r\n}\r\n\r\nfunction overhangPVCdownpipe({ job, areaIndex, config, app, dispatch }) {\r\n const shape = job?.AreaSpecifications[areaIndex]?.SHAPE;\r\n\r\n const standardOverhangs = {\r\n OH_Back: 0,\r\n OH_Back_Sheet: 0,\r\n OH_Front: 0,\r\n OH_Front_Sheet: 0,\r\n OH_Left: 0,\r\n OH_Left_Sheet: 0,\r\n OH_Right: 0,\r\n OH_Right_Sheet: 0,\r\n };\r\n\r\n let sum = 0;\r\n for (const key in standardOverhangs) {\r\n if (shape && shape.hasOwnProperty(key)) {\r\n sum += shape[key];\r\n }\r\n }\r\n\r\n const recommended_downpipe = window.LYSAGHT ? \"Lysaght 90mm Round PVC Downpipe\" : \"90mm Round PVC Downpipe\";\r\n const warning = {\r\n title: \"Roofsheets with Overhang should have PVC downpipes\",\r\n recommendedValue: recommended_downpipe,\r\n };\r\n\r\n let ignoreWarning = checkIgnoreWarning({ job, areaIndex, warning });\r\n\r\n // Overhangs were changed and not PVC selected\r\n if (sum !== 0 && !job?.AreaSpecifications[areaIndex]?.GUTTERS_AND_DOWNPIPES?.DownpipeType.includes(\"PVC\")) {\r\n // Check if warning is already ignored\r\n if (ignoreWarning) return;\r\n return {\r\n error: true,\r\n title: \"Roofsheets with Overhang should have PVC downpipes\",\r\n message: [<>'{recommended_downpipe}' is recommended with Sheet overhang.],\r\n primaryActionText: `Set to '${recommended_downpipe}'`,\r\n primaryAction: () => {\r\n let new_job = COMMON.deepCopy(job);\r\n new_job.AreaSpecifications[areaIndex].GUTTERS_AND_DOWNPIPES.DownpipeType = recommended_downpipe;\r\n //forced compliance/ mass settings, updates\r\n new_job = validateFullJob(config, new_job, -1, app);\r\n dispatch({\r\n type: \"NEW_JOB\",\r\n parameter: new_job,\r\n });\r\n },\r\n secondaryActionText: \"Add Ignore\",\r\n secondaryAction: setIgnoreAreaWarning({ areaIndex, dispatch, warning, job, config, app }),\r\n };\r\n } else if (ignoreWarning) {\r\n // Warnings can be removed\r\n // UNCOMMENT FOR REMOVING INGNORED WARNINGS - Future development\r\n // return {\r\n // error: true,\r\n // title: \"Downpipe Warning can be removed\",\r\n // message: `You can remove your ignored warning: '${ignoreWarning.title}'. Future warnings will be shown for this issue.`,\r\n // secondaryActionText: \"Keep Ignoring\",\r\n // primaryAction: () => removeIgnoreAreaWarning({ areaIndex, dispatch, warning, job, config, app }),\r\n // };\r\n }\r\n}\r\n\r\n/// Dialog POPUPS\r\n\r\n// These are warnings that are checked at the end of the system.\r\n// Can be bypassed with engineering override, Can continue.\r\nexport function jobWarningPopups(props) {\r\n let warnings;\r\n allAreaSpecifications(props.job, (this_area, areaIndex) => {\r\n // Add warnings here...\r\n // warnings = brickworkBondorHeightCondition(props) ? bondorBrickworkWarning({ ...props }) : warnings;\r\n });\r\n\r\n return warnings; // Return the error, note this will work top down of all warnings\r\n}\r\n\r\n// These are Errors that are checked at the end of the system.\r\n// Can be bypassed with engineering override, but default is to block from continuing.\r\nexport function jobReadyStateErrorPopups(props) {\r\n let errors;\r\n let template_primaryAction = ({ primaryActionString, props, this_area, areaIndex }) => {\r\n let new_job = COMMON.deepCopy(props.job);\r\n\r\n const primaryConditions = createConditionFunction(primaryActionString);\r\n\r\n primaryConditions({ ...props, this_area, areaIndex, new_job }); // Updates new_job\r\n\r\n //forced compliance/ mass settings, updates\r\n new_job = validateFullJob(props.config, new_job, -1, props.app);\r\n props.dispatch({\r\n type: \"NEW_JOB\",\r\n parameter: new_job,\r\n });\r\n };\r\n let error_template = {\r\n error: true,\r\n title: \"\",\r\n message: [<>],\r\n primaryActionText: \"Set to\",\r\n secondaryActionText: \"Cancel\",\r\n tertiaryActionText: props.user.Role >= 91 ? \"Authorise Override?\" : \"\",\r\n tertiaryAction: props.user.Role >= 91 ? props.overrideEngineeringAction : {},\r\n primaryAction: null,\r\n };\r\n\r\n allAreaSpecifications(props.job, (this_area, areaIndex) => {\r\n // Add Errors here...\r\n errors = maxPostHeightWarning({ ...props, this_area, areaIndex }) || errors;\r\n errors = insulatedMultispanWarning({ ...props, this_area, areaIndex }) || errors;\r\n // errors = brickworkBondorHeightCondition(props) ? bondorBrickworkWarning({ ...props }) : errors;\r\n\r\n const allWarnings = props?.config?.all_warnings;\r\n if (allWarnings?.jobStateError) {\r\n const warning = allWarnings?.jobStateError;\r\n\r\n for (const type in warning) {\r\n if (warning.hasOwnProperty(type) && type !== \"info\") {\r\n const conditionStrings = warning[type]?.conditions;\r\n const condition = createConditionFunction(conditionStrings);\r\n const message = warning[type]?.message;\r\n const title = warning[type]?.title;\r\n const primaryActionString = warning[type]?.primaryAction;\r\n const primaryActionText = warning[type]?.primaryText;\r\n\r\n if (condition({ ...props, this_area, areaIndex })) {\r\n error_template[\"title\"] = title;\r\n error_template[\"message\"] = (\r\n <>{interpolate(message, { props: { ...props, this_area, areaIndex } })}\r\n );\r\n error_template[\"primaryActionText\"] = interpolate(primaryActionText, {\r\n props: { ...props, this_area, areaIndex },\r\n });\r\n error_template[\"primaryAction\"] = () =>\r\n template_primaryAction({\r\n props,\r\n primaryActionString,\r\n this_area,\r\n areaIndex,\r\n });\r\n errors = error_template;\r\n }\r\n }\r\n }\r\n }\r\n });\r\n\r\n return errors; // Return the error, note this will work top down of all Errors\r\n}\r\n\r\n// These are Errors that are checked with any change in the system.\r\n// Can not be bypassed with engineering override.\r\nexport function jobStateErrorPopups(props) {\r\n let errors;\r\n\r\n allAreaSpecifications(props.job, (this_area, areaIndex) => {\r\n // Add Errors here...\r\n errors = overhangPVCdownpipe({ ...props, this_area, areaIndex }) || errors;\r\n });\r\n\r\n return errors; // Return the error, note this will work top down of all Errors\r\n}\r\n\r\n/// Message POPUPS\r\n// These are checked before job validation\r\nexport function jobStateMessagePopups(props) {\r\n allAreaSpecifications(props.job, (this_area, areaIndex) => {\r\n // roofPitchChangedSkylight({ ...props, this_area, areaIndex });\r\n // Add Warnings here...\r\n\r\n const allWarnings = props?.config?.all_warnings;\r\n if (allWarnings?.jobStateMessagePopups) {\r\n const warning = allWarnings?.jobStateMessagePopups;\r\n\r\n for (const type in warning) {\r\n if (warning.hasOwnProperty(type) && type !== \"info\") {\r\n const conditionStrings = warning[type]?.conditions;\r\n const condition = createConditionFunction(conditionStrings);\r\n const message = warning[type]?.message;\r\n\r\n if (condition({ ...props, this_area, areaIndex })) {\r\n props.dispatch({\r\n type: SHOW_DESIGNER_MESSAGE,\r\n message: message,\r\n });\r\n }\r\n }\r\n }\r\n }\r\n });\r\n}\r\n\r\njobWarningPopups.propTypes = {\r\n job: PropTypes.object.isRequired,\r\n config: PropTypes.object.isRequired,\r\n app: PropTypes.object.isRequired,\r\n};\r\n\r\njobStateMessagePopups.propTypes = {\r\n job: PropTypes.object.isRequired,\r\n config: PropTypes.object.isRequired,\r\n dispatch: PropTypes.object.isRequired,\r\n section: PropTypes.string.isRequired,\r\n value: PropTypes.object.isRequired,\r\n};\r\n\r\njobReadyStateErrorPopups.propTypes = {\r\n job: PropTypes.object.isRequired,\r\n engValid: PropTypes.bool.isRequired,\r\n dispatch: PropTypes.object.isRequired,\r\n config: PropTypes.object.isRequired,\r\n app: PropTypes.object.isRequired,\r\n user: PropTypes.object.isRequired,\r\n confirmEngineeringAction: PropTypes.func.isRequired,\r\n overrideEngineeringAction: PropTypes.func.isRequired,\r\n};\r\n\r\njobStateErrorPopups.propTypes = {\r\n job: PropTypes.object.isRequired,\r\n config: PropTypes.object.isRequired,\r\n app: PropTypes.object.isRequired,\r\n dispatch: PropTypes.object.isRequired,\r\n};\r\n","import { hashCode } from \"../../components/Common\";\r\nimport { BASIC_SPECS_SECTIONS } from \"../../redux_store/jobState_Schemas\";\r\n\r\nexport const GetColourUpdateString = (threeDMode, job = null) => {\r\n let out_string = \"\";\r\n let skylights = GetSpecAllAreas(BASIC_SPECS_SECTIONS.SKYLIGHTS, null, 0);\r\n out_string += JSON.stringify(skylights);\r\n let roofsheet_colour_in_areas = GetSpecAllAreas(\r\n BASIC_SPECS_SECTIONS.ROOF_SHEETING,\r\n \"RoofSheetColour\",\r\n \"Classic Cream/Grey\"\r\n );\r\n for (var val of roofsheet_colour_in_areas) out_string += val;\r\n let skylight_colour_in_areas = GetSpecAllAreas(BASIC_SPECS_SECTIONS.ROOF_SHEETING, \"SkylightColour\", \"Clear\");\r\n for (var val of skylight_colour_in_areas) out_string += val;\r\n let ReverseRoll_in_areas = GetSpecAllAreas(BASIC_SPECS_SECTIONS.ROOF_SHEETING, \"ReverseRoll\", \"false\");\r\n for (var val of ReverseRoll_in_areas) out_string += val;\r\n let RidgeColour_in_areas = GetSpecAllAreas(BASIC_SPECS_SECTIONS.ROOF_SHEETING, \"RidgeColour\", \"false\");\r\n for (var val of RidgeColour_in_areas) out_string += val;\r\n let FlashingColour_in_areas = GetSpecAllAreas(BASIC_SPECS_SECTIONS.ROOF_SHEETING, \"FlashingColour\", \"false\");\r\n for (var val of FlashingColour_in_areas) out_string += val;\r\n\r\n let BeamCol_in_areas = GetSpecAllAreas(BASIC_SPECS_SECTIONS.BEAMS_AND_POSTS, \"BeamCol1\", \"Classic Cream\");\r\n for (var val of BeamCol_in_areas) out_string += val;\r\n let BeamCol2_in_areas = GetSpecAllAreas(BASIC_SPECS_SECTIONS.BEAMS_AND_POSTS, \"BeamCol2\", \"Classic Cream\");\r\n for (var val of BeamCol2_in_areas) out_string += val;\r\n let BeamCol3_in_areas = GetSpecAllAreas(BASIC_SPECS_SECTIONS.BEAMS_AND_POSTS, \"BeamCol3\", \"Classic Cream\");\r\n for (var val of BeamCol3_in_areas) out_string += val;\r\n let BeamCol4_in_areas = GetSpecAllAreas(BASIC_SPECS_SECTIONS.BEAMS_AND_POSTS, \"BeamCol4\", \"Classic Cream\");\r\n for (var val of BeamCol4_in_areas) out_string += val;\r\n let PostCol_in_areas = GetSpecAllAreas(BASIC_SPECS_SECTIONS.BEAMS_AND_POSTS, \"PostCol\", \"Classic Cream\");\r\n for (var val of PostCol_in_areas) out_string += val;\r\n\r\n let gutter_colour_in_areas = GetSpecAllAreas(\r\n BASIC_SPECS_SECTIONS.GUTTERS_AND_DOWNPIPES,\r\n \"GutterCol\",\r\n \"Classic Cream\"\r\n );\r\n for (var val of gutter_colour_in_areas) out_string += val;\r\n\r\n let gutter_type_in_areas = GetSpecAllAreas(\r\n BASIC_SPECS_SECTIONS.GUTTERS_AND_DOWNPIPES,\r\n \"GutterType\",\r\n \"Classic Cream\"\r\n );\r\n out_string += JSON.stringify(gutter_type_in_areas);\r\n\r\n let downpipe_colour_in_areas = GetSpecAllAreas(\r\n BASIC_SPECS_SECTIONS.GUTTERS_AND_DOWNPIPES,\r\n \"DownpipeCol\",\r\n \"Classic Cream\"\r\n );\r\n out_string += JSON.stringify(downpipe_colour_in_areas);\r\n // out_string += JSON.stringify(GetSpecAllAreas(\"OPTIONS\", \"SlatColour\", \"\"));\r\n\r\n out_string += window?.app?.designer?.designer3D[\"ATTACHMENT_MESH_MODE\"];\r\n out_string += window?.app?.designer?.designer3D[\"ROOFSHEET__MESH_MODE\"];\r\n out_string += window?.app?.designer?.designer3D[\"BEAM_AND_POST_MESH_MODE\"];\r\n out_string += window?.app?.designer?.designer3D[\"GUTTERS_AND_FLASHING_MESH_MODE\"];\r\n out_string += window?.app?.designer?.designer3D[\"FOOTINGS_MESH_MODE\"];\r\n\r\n out_string += window?.app?.designer?.designer2D[\"SHOW_BEAM_LENGTHS\"];\r\n out_string += window?.app?.designer?.designer2D[\"SHOW_POST_DIMENSIONS\"];\r\n\r\n if (!threeDMode) {\r\n // out_string += JSON.stringify(job?job.QuoteParameters.ENGINEERING:window.job.QuoteParameters.ENGINEERING);\r\n }\r\n\r\n if (threeDMode) {\r\n let wall_type = window.job?.SiteParameters?.ExistingStructure?.WallType;\r\n let house_roof_col = window.job?.SiteParameters?.ExistingStructure?.RoofColour;\r\n let house_roof_type = window.job?.SiteParameters?.ExistingStructure?.RoofType;\r\n let FloorType = window.job?.SiteParameters?.ExistingStructure?.FloorType;\r\n\r\n out_string += wall_type + house_roof_col + house_roof_type + FloorType;\r\n\r\n //3d Display modes\r\n\r\n const VERANDAH_MESH_MODE = window?.app?.designer?.designer3D[\"VERANDAH_MESH_MODE\"];\r\n const VERANDAH_EDGE_LINE_MODE = window?.app?.designer?.designer3D[\"VERANDAH_EDGE_LINE_MODE\"];\r\n\r\n out_string += VERANDAH_MESH_MODE + VERANDAH_EDGE_LINE_MODE;\r\n\r\n let infill_front = GetSpecAllAreas(BASIC_SPECS_SECTIONS.GABLE_PARAMETERS, \"TrussInfill1\", \"Plain\");\r\n let infill_colour_front = GetSpecAllAreas(BASIC_SPECS_SECTIONS.GABLE_PARAMETERS, \"TrussInfillColour1\", \"Plain\");\r\n let infill_display_colour_front = GetSpecAllAreas(\r\n BASIC_SPECS_SECTIONS.GABLE_PARAMETERS,\r\n \"TrussInfillDisplayColour1\",\r\n \"Plain\"\r\n );\r\n out_string +=\r\n JSON.stringify(infill_colour_front) +\r\n JSON.stringify(infill_front) +\r\n JSON.stringify(infill_display_colour_front);\r\n let infill_back = GetSpecAllAreas(BASIC_SPECS_SECTIONS.GABLE_PARAMETERS, \"TrussInfill2\", \"Plain\");\r\n let infill_colour_back = GetSpecAllAreas(BASIC_SPECS_SECTIONS.GABLE_PARAMETERS, \"TrussInfillColour2\", \"Plain\");\r\n let infill_display_colour_back = GetSpecAllAreas(\r\n BASIC_SPECS_SECTIONS.GABLE_PARAMETERS,\r\n \"TrussInfillDisplayColour2\",\r\n \"Plain\"\r\n );\r\n out_string +=\r\n JSON.stringify(infill_colour_back) +\r\n JSON.stringify(infill_back) +\r\n JSON.stringify(infill_display_colour_back);\r\n }\r\n return hashCode(out_string);\r\n};\r\n\r\nexport const GetBOMUpdateString = () => {\r\n let out_string = \"\";\r\n let shape = GetSpecAllAreas(BASIC_SPECS_SECTIONS.ROOF_SHEETING, null, 0);\r\n out_string += JSON.stringify(shape);\r\n return hashCode(out_string);\r\n};\r\n\r\nexport function GetSpecAllAreas(Section, Parameter, default_value = \"\") {\r\n let subsection = null;\r\n if (Parameter && Parameter.includes(\".\")) {\r\n let parameter_split = Parameter.split(\".\");\r\n subsection = parameter_split[0];\r\n Parameter = parameter_split[1];\r\n } else if (Section && Section.includes(\".\")) {\r\n let section_split = Section.split(\".\");\r\n Section = section_split[0];\r\n subsection = section_split[1];\r\n }\r\n\r\n var values = [];\r\n if (!window.job) return values;\r\n if (window?.job?.AreaSpecifications) {\r\n for (var area of window.job.AreaSpecifications) {\r\n if (area[Section] && (Parameter === null || Parameter === undefined)) {\r\n if (subsection) values.push(area[Section][subsection]);\r\n else values.push(area[Section]);\r\n } else if (area[Section] && area[Section][Parameter]) {\r\n values.push(area[Section][Parameter]);\r\n } else {\r\n values.push(default_value);\r\n }\r\n }\r\n }\r\n return values;\r\n}\r\n\r\nexport const GetShapeUpdateString = (threeDMode = false, engineering = false) => {\r\n let out_string = \"\";\r\n out_string += JSON.stringify(GetSpecAllAreas(BASIC_SPECS_SECTIONS.SHAPE, null, 0));\r\n out_string += JSON.stringify(GetSpecAllAreas(BASIC_SPECS_SECTIONS.ATTACHMENTS, null, 0));\r\n out_string += JSON.stringify(GetSpecAllAreas(\"BEAMSPECMODIFICATIONS\", null, 0));\r\n out_string += JSON.stringify(GetSpecAllAreas(\"BEAMMODIFICATIONS\", null, 0));\r\n out_string += JSON.stringify(GetSpecAllAreas(\"BeamWallExtends\", null, 0));\r\n out_string += JSON.stringify(GetSpecAllAreas(\"POSTMODIFICATIONS\", null, 0));\r\n out_string += JSON.stringify(GetSpecAllAreas(\"BEAMADJUSTMENTS\", null, 0));\r\n out_string += JSON.stringify(GetSpecAllAreas(\"POSTADJUSTMENTS\", null, 0));\r\n out_string += JSON.stringify(GetSpecAllAreas(\"PORTALPOSTS\", null, 0));\r\n out_string += JSON.stringify(GetSpecAllAreas(\"LabelAdjustments\", null, 0));\r\n out_string += JSON.stringify(GetSpecAllAreas(\"DECK_PARAMETERS\", null, 0));\r\n\r\n out_string += JSON.stringify(GetSpecAllAreas(\"DrawingNotes\", null, 0));\r\n if (!engineering) out_string += JSON.stringify(GetSpecAllAreas(\"SlatPanels\", null, 0));\r\n out_string += JSON.stringify(GetSpecAllAreas(\"NewBeams\", null, 0));\r\n\r\n out_string += JSON.stringify(GetSpecAllAreas(\"Footings\", null, 0));\r\n out_string += JSON.stringify(GetSpecAllAreas(BASIC_SPECS_SECTIONS.ROOF_SHEETING, \"DownlightData\")); // console.log(\"cutouts\",cutouts);\r\n out_string += JSON.stringify(GetSpecAllAreas(BASIC_SPECS_SECTIONS.ROOF_SHEETING, \"RoofGroupType\")); // console.log(\"cutouts\",cutouts);\r\n let roofSubType = GetSpecAllAreas(BASIC_SPECS_SECTIONS.ROOF_SHEETING, \"RoofSubType\");\r\n out_string += JSON.stringify(roofSubType); // console.log(\"cutouts\",cutouts);\r\n out_string += JSON.stringify(GetSpecAllAreas(BASIC_SPECS_SECTIONS.ROOF_SHEETING, \"RoofSpan\"));\r\n\r\n out_string += JSON.stringify(GetSpecAllAreas(BASIC_SPECS_SECTIONS.ROOF_SHEETING, \"SheetLaying\"));\r\n out_string += JSON.stringify(GetSpecAllAreas(BASIC_SPECS_SECTIONS.ROOF_SHEETING, \"SheetLayingOffset\"));\r\n\r\n if (window?.job?.AreaSpecifications) {\r\n for (var area of window.job.AreaSpecifications) {\r\n let roofsheet_data = area[BASIC_SPECS_SECTIONS.ROOF_SHEETING][\"RoofSheetData\"];\r\n if (\r\n area?.SKYLIGHTS &&\r\n roofsheet_data.skylight_coverage &&\r\n roofsheet_data.skylight_coverage != roofsheet_data.coverage\r\n ) {\r\n out_string += JSON.stringify(area?.SKYLIGHTS);\r\n }\r\n }\r\n }\r\n\r\n if (!engineering) {\r\n let GutterF_in_areas = GetSpecAllAreas(BASIC_SPECS_SECTIONS.GUTTERS_AND_DOWNPIPES, \"GutterF\", \"\");\r\n out_string += JSON.stringify(GutterF_in_areas);\r\n let GutterL_in_areas = GetSpecAllAreas(BASIC_SPECS_SECTIONS.GUTTERS_AND_DOWNPIPES, \"GutterL\", \"\");\r\n out_string += JSON.stringify(GutterL_in_areas);\r\n let GutterR_in_areas = GetSpecAllAreas(BASIC_SPECS_SECTIONS.GUTTERS_AND_DOWNPIPES, \"GutterR\", \"\");\r\n out_string += JSON.stringify(GutterR_in_areas);\r\n let GutterB_in_areas = GetSpecAllAreas(BASIC_SPECS_SECTIONS.GUTTERS_AND_DOWNPIPES, \"GutterB\", \"\");\r\n out_string += JSON.stringify(GutterB_in_areas);\r\n let GutterType_in_areas = GetSpecAllAreas(BASIC_SPECS_SECTIONS.GUTTERS_AND_DOWNPIPES, \"GutterType\", \"\");\r\n out_string += JSON.stringify(GutterType_in_areas);\r\n\r\n out_string += JSON.stringify(GetSpecAllAreas(BASIC_SPECS_SECTIONS.GUTTERS_AND_DOWNPIPES, \"BoxGutterWidth\", \"\"));\r\n\r\n out_string += JSON.stringify(\r\n GetSpecAllAreas(BASIC_SPECS_SECTIONS.GUTTERS_AND_DOWNPIPES, \"AttachmentGutterF\", \"\")\r\n );\r\n out_string += JSON.stringify(\r\n GetSpecAllAreas(BASIC_SPECS_SECTIONS.GUTTERS_AND_DOWNPIPES, \"AttachmentGutterL\", \"\")\r\n );\r\n out_string += JSON.stringify(\r\n GetSpecAllAreas(BASIC_SPECS_SECTIONS.GUTTERS_AND_DOWNPIPES, \"AttachmentGutterR\", \"\")\r\n );\r\n out_string += JSON.stringify(\r\n GetSpecAllAreas(BASIC_SPECS_SECTIONS.GUTTERS_AND_DOWNPIPES, \"AttachmentGutterB\", \"\")\r\n );\r\n\r\n let AddAutomaticDownpipes = GetSpecAllAreas(\r\n BASIC_SPECS_SECTIONS.GUTTERS_AND_DOWNPIPES,\r\n \"AddAutomaticDownpipes\"\r\n );\r\n out_string += JSON.stringify(AddAutomaticDownpipes);\r\n let downpipes = GetSpecAllAreas(BASIC_SPECS_SECTIONS.GUTTERS_AND_DOWNPIPES, \"Downpipes\", 0);\r\n out_string += JSON.stringify(downpipes);\r\n }\r\n\r\n let beamandpostdata = GetSpecAllAreas(BASIC_SPECS_SECTIONS.BEAMS_AND_POSTS, null, 0);\r\n for (var area_beam_data of beamandpostdata) {\r\n let area = [\r\n area_beam_data.BeamType1,\r\n area_beam_data.BeamType2,\r\n area_beam_data.BeamType3,\r\n area_beam_data.BeamType4,\r\n area_beam_data.PostType,\r\n area_beam_data.BeamSpacing,\r\n area_beam_data.PostSpacing,\r\n area_beam_data.OmitLeftBeam,\r\n area_beam_data.OmitRightBeam,\r\n area_beam_data.MatchSideBeams,\r\n area_beam_data.NumMiddlePosts,\r\n area_beam_data.PurlinSpacing,\r\n area_beam_data.NumPurlins,\r\n area_beam_data.NumPortals,\r\n area_beam_data.NumExtraPortals,\r\n area_beam_data.NumInternalRafters,\r\n area_beam_data.RemoveInternalRaftersWithNoPurlins,\r\n area_beam_data.NumExtraPurlins,\r\n area_beam_data.HasRidgeBeam,\r\n area_beam_data.SlimlineGable,\r\n area_beam_data.PostExternalConnectors,\r\n area_beam_data.FootingType,\r\n area_beam_data.NumExtraPostsFront1,\r\n area_beam_data.NumExtraPostsBack1,\r\n area_beam_data.NumExtraPostsCFLX,\r\n area_beam_data.NumExtraPostsCFRX,\r\n area_beam_data.NumExtraPostsCBLX,\r\n area_beam_data.NumExtraPostsCBRX,\r\n area_beam_data.CornerPostsFullHeight,\r\n area_beam_data.IntermediatePostsFullHeight,\r\n area_beam_data.CornerPostsFullHeightOffset,\r\n area_beam_data.CollarTie,\r\n area_beam_data.CollarTieBeam,\r\n area_beam_data.PortalPostType,\r\n area_beam_data.DoubleIntermediateRafters,\r\n area_beam_data.CollarTieEnd1,\r\n area_beam_data.CollarTieEnd2,\r\n area_beam_data.GableTopPurlinOffset,\r\n area_beam_data.AutoAddBeamBreakPost,\r\n area_beam_data.JackRafters,\r\n area_beam_data.BearerLocations,\r\n area_beam_data.FootingShape,\r\n ];\r\n\r\n out_string += JSON.stringify(area); // console.log(\"cutouts\",cutouts);\r\n }\r\n\r\n out_string += window.job?.DesignParameters?.UseAreaJoinExtensions;\r\n out_string += window.job?.SiteParameters?.RiserBracketSpacing;\r\n out_string += window.job?.SiteParameters?.RafterBracketSpacing;\r\n out_string += JSON.stringify(window.job?.SiteParameters?.ExistingStructure);\r\n out_string += window.job?.SiteParameters?.WindData?.WindZone;\r\n out_string += window.job?.SiteParameters?.WindData?.Blocking;\r\n out_string += window.job?.SiteParameters?.WindData?.importance_level;\r\n\r\n let downligh_flashing = GetSpecAllAreas(BASIC_SPECS_SECTIONS.GABLE_PARAMETERS, \"DownlightFlashing\", \"1\");\r\n out_string += JSON.stringify(downligh_flashing);\r\n\r\n let InfillBeamType = GetSpecAllAreas(BASIC_SPECS_SECTIONS.GABLE_PARAMETERS, \"InfillBeamType\", \"1\");\r\n out_string += JSON.stringify(InfillBeamType);\r\n let HasInfillBeam1 = GetSpecAllAreas(BASIC_SPECS_SECTIONS.GABLE_PARAMETERS, \"HasInfillBeam1\", \"1\");\r\n out_string += JSON.stringify(HasInfillBeam1);\r\n let HasInfillBeam2 = GetSpecAllAreas(BASIC_SPECS_SECTIONS.GABLE_PARAMETERS, \"HasInfillBeam2\", \"1\");\r\n out_string += JSON.stringify(HasInfillBeam2);\r\n out_string += JSON.stringify(GetSpecAllAreas(BASIC_SPECS_SECTIONS.GABLE_PARAMETERS, \"InfillEndAlign1\", \"1\"));\r\n out_string += JSON.stringify(GetSpecAllAreas(BASIC_SPECS_SECTIONS.GABLE_PARAMETERS, \"InfillEndAlign2\", \"1\"));\r\n\r\n if (threeDMode && !engineering) {\r\n out_string += JSON.stringify(GetSpecAllAreas(BASIC_SPECS_SECTIONS.GABLE_PARAMETERS, \"HasInfillStrut1\", \"1\"));\r\n out_string += JSON.stringify(GetSpecAllAreas(BASIC_SPECS_SECTIONS.GABLE_PARAMETERS, \"HasInfillStrut2\", \"1\"));\r\n\r\n let InfillInset1 = GetSpecAllAreas(BASIC_SPECS_SECTIONS.GABLE_PARAMETERS, \"InfillInset1\", \"1\");\r\n out_string += JSON.stringify(InfillInset1);\r\n let InfillInset2 = GetSpecAllAreas(BASIC_SPECS_SECTIONS.GABLE_PARAMETERS, \"InfillInset2\", \"1\");\r\n out_string += JSON.stringify(InfillInset2);\r\n\r\n out_string += JSON.stringify(GetSpecAllAreas(BASIC_SPECS_SECTIONS.GABLE_PARAMETERS, \"TrussInfill1\", \"\"));\r\n out_string += JSON.stringify(GetSpecAllAreas(BASIC_SPECS_SECTIONS.GABLE_PARAMETERS, \"TrussInfill2\", \"\"));\r\n\r\n let DownpipeType_in_areas = GetSpecAllAreas(BASIC_SPECS_SECTIONS.GUTTERS_AND_DOWNPIPES, \"DownpipeType\", \"\");\r\n out_string += JSON.stringify(DownpipeType_in_areas);\r\n\r\n let DECORATIONS = GetSpecAllAreas(\"DECORATIONS\", null, 0);\r\n out_string += JSON.stringify(DECORATIONS);\r\n let existingStructure = window.job?.SiteParameters?.ExistingStructure;\r\n let existing_check = [];\r\n if (existingStructure) {\r\n existing_check = [\r\n existingStructure.RoofPitch,\r\n existingStructure.FasciaHeight,\r\n existingStructure.WallHeight,\r\n existingStructure.EaveDepth,\r\n existingStructure.GutterWidth,\r\n existingStructure.RoofType,\r\n ];\r\n }\r\n out_string += JSON.stringify(existing_check);\r\n // out_string += JSON.stringify(GetSpecAllAreas(\"OPTIONS\", \"SlatType\", \"\"));\r\n // out_string += JSON.stringify(GetSpecAllAreas(\"OPTIONS\", \"SlatRetainerSpacing\", \"\"));\r\n }\r\n\r\n return hashCode(out_string);\r\n};\r\n","export const GetBeamHeight = (in_beamType) => {\r\n let height = 65;\r\n if (in_beamType === \"1086510\") height = 108;\r\n if (in_beamType === \"1586510\") height = 158;\r\n if (in_beamType === \"2086510\") height = 208;\r\n if (in_beamType.includes(\"FL10011\")) height = 100;\r\n if (in_beamType.includes(\"FL15015\")) height = 150;\r\n if (in_beamType.includes(\"FL20020\")) height = 200;\r\n if (in_beamType.startsWith(\"100mm x\")) height = 108;\r\n if (in_beamType.startsWith(\"150mm x\")) height = 108;\r\n return height;\r\n};\r\n","import { evaluate } from \"mathjs\";\r\nimport { toNumber, Sin, Tan } from \"../../components/Common\";\r\n\r\nimport { DESIGN_TYPES } from \"../../redux_store/configState\";\r\n\r\nexport const getRoofAlignmentFromRef = (ref, areaData) => {\r\n let roof_alignment_default = \"Back\";\r\n if (ref.includes(\"Right\")) roof_alignment_default = \"RightSide\";\r\n else if (ref.includes(\"Left\")) roof_alignment_default = \"Side\";\r\n else if (ref.includes(\"Front\")) roof_alignment_default = \"Front\";\r\n\r\n if (ref.startsWith(\"C\")) {\r\n let cutout_side = \"BackRight\";\r\n if (ref.startsWith(\"CBR\")) cutout_side = \"BackRight\";\r\n if (ref.startsWith(\"CBL\")) cutout_side = \"BackLeft\";\r\n if (ref.startsWith(\"CFL\")) cutout_side = \"FrontLeft\";\r\n if (ref.startsWith(\"CFR\")) cutout_side = \"FrontRight\";\r\n let cutout_type = areaData.SHAPE.CUTOUTS?.[cutout_side + \"-CutoutType\"];\r\n\r\n if (cutout_type === \"Angle\") {\r\n let cutout_angle_r = Math.atan(\r\n areaData.SHAPE.CUTOUTS?.[cutout_side + \"-WidthY\"] / areaData.SHAPE.CUTOUTS?.[cutout_side + \"-WidthX\"]\r\n );\r\n if (Math.abs(cutout_angle_r) < 0.2) {\r\n if (cutout_side.includes(\"Front\")) roof_alignment_default = \"Front\";\r\n else roof_alignment_default = \"Back\";\r\n } else {\r\n if (cutout_side.includes(\"Right\")) roof_alignment_default = \"RightSide\";\r\n if (cutout_side.includes(\"Left\")) roof_alignment_default = \"Side\";\r\n }\r\n } else if (ref.includes(\" Y\")) {\r\n if (cutout_side.includes(\"Right\")) roof_alignment_default = \"RightSide\";\r\n roof_alignment_default = \"Side\";\r\n } else {\r\n if (cutout_side.includes(\"Front\")) roof_alignment_default = \"Front\";\r\n else roof_alignment_default = \"Back\";\r\n }\r\n }\r\n return roof_alignment_default;\r\n};\r\n\r\nexport const adjustOffsetForSide = (ref, offsets, roofAlignment, areaData) => {\r\n let local_pitching_height_adjustment = 0;\r\n if (areaData.SHAPE.DesignType === DESIGN_TYPES.FLAT && roofAlignment.includes(\"Front\"))\r\n local_pitching_height_adjustment = Sin(areaData?.SHAPE?.RoofPitch) * areaData?.SHAPE?.Depth;\r\n offsets.v += local_pitching_height_adjustment;\r\n\r\n if (ref === \"CBM\") {\r\n let roof_pitch = areaData.SHAPE.RoofPitch;\r\n let cutout_depth = areaData.SHAPE.CUTOUTS[\"BackMid-WidthY\"];\r\n let offset = cutout_depth * Tan(roof_pitch);\r\n offsets.v += offset;\r\n offsets.v_display = offset;\r\n }\r\n if (ref === \"CBR X\") {\r\n if (areaData.SHAPE.CUTOUTS[\"BackRight-CutoutType\"] === \"Step\") {\r\n let roof_pitch = areaData.SHAPE.RoofPitch;\r\n let cutout_depth = areaData.SHAPE.CUTOUTS[\"BackRight-WidthY\"];\r\n let offset = cutout_depth * Tan(roof_pitch);\r\n offsets.v += offset;\r\n offsets.v_display = offset;\r\n }\r\n }\r\n if (ref === \"CBL X\") {\r\n if (areaData.SHAPE.CUTOUTS[\"BackLeft-CutoutType\"] === \"Step\") {\r\n let roof_pitch = areaData.SHAPE.RoofPitch;\r\n let cutout_depth = areaData.SHAPE.CUTOUTS[\"BackLeft-WidthY\"];\r\n let offset = cutout_depth * Tan(roof_pitch);\r\n offsets.v += offset;\r\n offsets.v_display = offset;\r\n }\r\n }\r\n return offsets;\r\n};\r\n\r\nexport const getOffsets = (\r\n schema,\r\n beam_height,\r\n roof_sheet_height,\r\n eaveValue,\r\n roofAlignment = false,\r\n vOffset = null, // set to null if want to reset to defaults only\r\n hOffset = null // set to null if want to reset to defaults only\r\n) => {\r\n let offsets = { v: vOffset ? vOffset : 0, h: hOffset ? hOffset : 0 };\r\n // if (ATTACHMENT_TYPES[attachmentTypeValue]) {\r\n // schema = ATTACHMENT_TYPES[attachmentTypeValue];\r\n // if (schema?.variations && schema.variations[attachmentTypeVariation]) {\r\n // schema = { ...schema, ...schema.variations[attachmentTypeVariation] };\r\n // }\r\n // }\r\n\r\n let is_side = roofAlignment.includes(\"Side\");\r\n\r\n if (schema) {\r\n const beam_width = window.LYSAGHT ? 50 : 65;\r\n\r\n if (!schema?.depth_offset_editable) {\r\n //change defaults is initialised, otherwise don't!\r\n if (schema?.display_name.includes(\"Flyover\")) {\r\n offsets.h = -(eaveValue + 110 + 50 + 90);\r\n } else if (schema?.depth_offset_default !== undefined) {\r\n if (schema?.depth_offset_default === \"150-Beam_Width\") {\r\n offsets.h = 150 - beam_width;\r\n } else offsets.h = schema?.depth_offset_default;\r\n }\r\n }\r\n\r\n if (is_side && schema?.height_offset_editable_side) {\r\n } else if (!schema?.height_offset_editable) {\r\n if (schema?.height_offset_default !== undefined) {\r\n if (typeof schema?.height_offset_default === \"string\") {\r\n let expression = schema?.height_offset_default;\r\n let scope = {\r\n Beam_Height: beam_height,\r\n Sheet_Height: roof_sheet_height,\r\n };\r\n console.log(\"expression\", expression, scope);\r\n offsets.v = evaluate(expression, scope);\r\n } else {\r\n offsets.v = toNumber(schema?.height_offset_default);\r\n }\r\n }\r\n }\r\n\r\n let variation = schema;\r\n if (variation) {\r\n let new_h_offset = offsets.h;\r\n let new_v_offset = offsets.v;\r\n\r\n if (variation?.depth_offset_default !== undefined) {\r\n if (typeof variation?.depth_offset_default === \"string\") {\r\n if (variation?.depth_offset_default.includes(\"150-Beam_Width\")) {\r\n new_h_offset = 150 - beam_width;\r\n }\r\n } else {\r\n new_h_offset = toNumber(variation?.depth_offset_default);\r\n }\r\n }\r\n\r\n if (variation?.height_offset_default === \"Beam_Height\") new_v_offset = beam_height ? beam_height : 0;\r\n else if (variation?.height_offset_default === \"Beam_Height-50\")\r\n new_v_offset = beam_height ? beam_height - 50 : 0;\r\n else if (variation?.height_offset_default === \"-Sheet_Height\")\r\n new_v_offset = roof_sheet_height ? -roof_sheet_height : 0;\r\n else if (variation?.height_offset_default)\r\n new_v_offset = toNumber(variation?.height_offset_default ? variation?.height_offset_default : 0);\r\n\r\n offsets.h = new_h_offset;\r\n offsets.v = new_v_offset;\r\n }\r\n\r\n if (vOffset !== null) {\r\n if (is_side && schema?.height_offset_editable_side) {\r\n offsets.v = vOffset;\r\n } else if (schema?.height_offset_editable) {\r\n offsets.v = vOffset;\r\n }\r\n }\r\n\r\n if (schema?.height_offset_max) {\r\n let max_height = toNumber(schema?.height_offset_max);\r\n if (max_height > 0 && offsets.v > max_height) offsets.v = max_height;\r\n }\r\n if (schema?.height_offset_min) {\r\n let min_height = toNumber(schema?.height_offset_min);\r\n if (offsets.v < min_height) offsets.v = min_height;\r\n }\r\n\r\n if (hOffset !== null) {\r\n if (schema?.depth_offset_editable) {\r\n offsets.h = hOffset;\r\n }\r\n }\r\n\r\n if (schema?.depth_offset_max) {\r\n let max_depth = toNumber(schema?.depth_offset_max);\r\n if (max_depth > 0 && offsets.h > max_depth) offsets.h = max_depth;\r\n }\r\n if (schema?.depth_offset_min) {\r\n let min_depth = toNumber(schema?.depth_offset_min);\r\n if (offsets.h < min_depth) offsets.h = min_depth;\r\n }\r\n\r\n return offsets;\r\n }\r\n return offsets;\r\n};\r\n","const section_Ix = {\r\n 656508: 265900,\r\n 656510: 265900,\r\n 1086510: 956100,\r\n 1586510: 2302000,\r\n 2086510: 4138000,\r\n SB6565: 265900,\r\n SB10865: 956100,\r\n SB15865: 2302000,\r\n SB20865: 4138000,\r\n FL10011: 347000,\r\n FL15015: 1256000,\r\n FL20020: 3374000,\r\n};\r\n\r\nexport const calculateDeckBeamCapacity = (\r\n type, // \"JOIST\", \"BEARER\"\r\n section,\r\n span_mm,\r\n load_width_mm\r\n) => {\r\n let Ix = section_Ix?.[section] ? section_Ix[section] : 0;\r\n if (Ix === 0) return false;\r\n\r\n let G = (0.6 * load_width_mm) / 1000;\r\n let Q_UDL = (2 * load_width_mm) / 1000;\r\n let Q_P = 1.8;\r\n // let M1_UDL = (1.2 * G * (span_mm / 1000)) ^ (2 / 8 + 1.5 * Q_UDL * (span_mm / 1000)) ^ (2 / 8);\r\n // let M2_P = (1.2 * G * (span_mm / 1000)) ^ (2 / 8 + (1.5 * Q_P * span_mm) / 1000 / 4);\r\n\r\n let Delta_G_mm = (5 * G * Math.pow(span_mm, 4)) / 384 / 200000 / Ix;\r\n console.log(\"deck\", Delta_G_mm, G, span_mm, Ix);\r\n let ratio_G = span_mm / Delta_G_mm;\r\n let capacity_G = (type == \"Bearer\" ? 600 : 500) / ratio_G;\r\n\r\n let Delta_Q_UDL_mm = (5 * Q_UDL * Math.pow(span_mm, 4)) / 384 / 200000 / Ix;\r\n let ratio_Q_UDL = span_mm / Delta_Q_UDL_mm;\r\n let capacity_Q_UDL = 400 / ratio_Q_UDL;\r\n\r\n let Delta_Q_P_mm = (Q_P * 1000 * Math.pow(span_mm, 3)) / 48 / 200000 / Ix;\r\n let ratio_Q_P = span_mm / Delta_Q_P_mm;\r\n let capacity_Q_P = 400 / ratio_Q_P;\r\n\r\n let Delta_G_04Q_mm = Delta_G_mm + 0.4 * Delta_Q_UDL_mm;\r\n let ratio_G_04Q = span_mm / Delta_G_04Q_mm;\r\n let capacity_G_04Q_mm = 400 / ratio_G_04Q;\r\n\r\n // if (window.debug) deckEngineering_test();\r\n\r\n return {\r\n ratio_G: ratio_G,\r\n capacity_G: capacity_G,\r\n ratio_Q_UDL: ratio_Q_UDL,\r\n capacity_Q_UDL: capacity_Q_UDL,\r\n ratio_Q_P: ratio_Q_P,\r\n capacity_Q_P: capacity_Q_P,\r\n ratio_G_04Q: ratio_G_04Q,\r\n capacity_G_04Q_mm: capacity_G_04Q_mm,\r\n capacity_max: Math.max(capacity_G, capacity_Q_UDL, capacity_Q_P, capacity_G_04Q_mm),\r\n };\r\n};\r\n\r\nexport const calculateDeckLoadFromM2 = (floor_area_m2, roof_area_m2 = 0) => {\r\n let floor_weight_G_floormin = 0.3;\r\n let floor_weight_G_floormax = 0.6;\r\n let roof_weight_G_roof = 0.15;\r\n let live_load_Q_floor = 2.0;\r\n let live_load_Q_roof = 0.25;\r\n let load0point9G = 0.9 * floor_weight_G_floormin * floor_area_m2 + 0.9 * roof_weight_G_roof * roof_area_m2;\r\n\r\n let load1point2Gplus1point5Q =\r\n 1.2 * (roof_area_m2 * roof_weight_G_roof + floor_weight_G_floormax * floor_area_m2) +\r\n 1.5 * (live_load_Q_roof * roof_area_m2 + live_load_Q_floor * floor_area_m2);\r\n\r\n return load1point2Gplus1point5Q;\r\n};\r\n\r\nconst column_sections = {\r\n \"65mm x 65mm x 3mm P/C\": {\r\n Grade: 450,\r\n A: 721,\r\n Ix: 4.54e5,\r\n Zex: 16600,\r\n Kf: 1,\r\n },\r\n \"75mm x 75mm x 3mm P/C\": {\r\n Grade: 450,\r\n A: 841,\r\n Ix: 7.16e5,\r\n Zex: 22200,\r\n Kf: 1,\r\n },\r\n \"100mm x 100mm x 3mm P/C\": {\r\n Grade: 450,\r\n A: 1140,\r\n Ix: 1.77e6,\r\n Zex: 34400,\r\n Kf: 0.952,\r\n },\r\n};\r\n\r\nexport const calculate_ColCapacity = (section, height, floor_area_m2, roof_area_m2 = 0) => {\r\n let E23_load_case_1_kN = calculateDeckLoadFromM2(floor_area_m2, roof_area_m2);\r\n\r\n let G23_Eccentricity_ex = 110;\r\n\r\n let column_section_properties = column_sections[section];\r\n if (column_section_properties === null) return 99999;\r\n //section properties\r\n let E6_steel_grade = column_section_properties.Grade;\r\n let B11_A = column_section_properties.A;\r\n let B12_Ix = column_section_properties.Ix;\r\n let B13_Zex = column_section_properties.Zex;\r\n let B14_r = Math.pow(B12_Ix / B11_A, 0.5);\r\n let B15_kf = column_section_properties.Kf;\r\n let B16_Lx = height;\r\n let B17_Ly = height;\r\n\r\n let F16_Ix = 1 * B16_Lx;\r\n let F17_Iy = 1 * B17_Ly;\r\n\r\n // console.log(\"deck calculate_ColCapacity1\", section, F16_Ix, F17_Iy, B14_r, B15_kf, E6_steel_grade);\r\n // console.log(\r\n // \"deck calculate_ColCapacity2\",\r\n // Math.max(F16_Ix, F17_Iy) / B14_r,\r\n // Math.pow(B15_kf, 0.5),\r\n // Math.pow(E6_steel_grade / 250, 0.5)\r\n // );\r\n\r\n let C32_Nstar = E23_load_case_1_kN;\r\n let C33_lambda_n = (Math.max(F16_Ix, F17_Iy) / B14_r) * Math.pow(B15_kf, 0.5) * Math.pow(E6_steel_grade / 250, 0.5);\r\n let C34_alpha_a = (2100 * (C33_lambda_n - 13.5)) / (Math.pow(C33_lambda_n, 2) - 15.3 * C33_lambda_n + 2050);\r\n let C35_alpha_b = -0.5;\r\n let C36_lambda = C33_lambda_n + C34_alpha_a * C35_alpha_b;\r\n let C37_n = Math.max(0, 0.00326 * (C36_lambda - 13.5));\r\n let C38_beta = (Math.pow(C36_lambda / 90, 2) + 1 + C37_n) / (2 * Math.pow(C36_lambda / 90, 2));\r\n let C39_alpha_c = Math.min(1, C38_beta * (1 - Math.pow(1 - Math.pow(90 / (C38_beta * C36_lambda), 2), 0.5)));\r\n let C40_phi_compression = 0.9;\r\n let C42_phi_nc = (C40_phi_compression * C39_alpha_c * B15_kf * B11_A * E6_steel_grade) / 1000;\r\n let C46_Mstarm = (E23_load_case_1_kN * G23_Eccentricity_ex) / 1000;\r\n let C47_cm = 1;\r\n let C48_Nomb = (Math.pow(Math.PI, 2) * 200000 * B12_Ix) / Math.pow(F16_Ix, 2) / 1000;\r\n let C49_delta_b = Math.max(1, C47_cm / (1 - C32_Nstar / C48_Nomb));\r\n let C50_M_star = C46_Mstarm * C49_delta_b;\r\n let C51_phi_bending = 0.9;\r\n let C52_phi_Msx = (C51_phi_bending * B13_Zex * E6_steel_grade) / Math.pow(10, 6);\r\n let C56_phi_Mix = Math.max(0, C52_phi_Msx * (1 - C32_Nstar / C42_phi_nc));\r\n\r\n console.log(\r\n \"deck calculate_ColCapacity\",\r\n C32_Nstar,\r\n C33_lambda_n,\r\n C34_alpha_a,\r\n C35_alpha_b,\r\n C36_lambda,\r\n C37_n,\r\n C38_beta,\r\n C39_alpha_c,\r\n C40_phi_compression,\r\n C42_phi_nc,\r\n C46_Mstarm,\r\n C47_cm,\r\n C48_Nomb,\r\n C49_delta_b,\r\n C50_M_star,\r\n C51_phi_bending,\r\n C52_phi_Msx,\r\n C56_phi_Mix\r\n );\r\n\r\n let capacity_ratio = C50_M_star / C56_phi_Mix;\r\n\r\n return capacity_ratio;\r\n};\r\n\r\nconst PI = () => {\r\n return Math.PI;\r\n};\r\nconst TAN = (radians) => {\r\n return Math.tan(radians);\r\n};\r\nconst ABS = (double) => {\r\n return Math.abs(double);\r\n};\r\n\r\nconst soil_types = {\r\n A: \"A\",\r\n B: \"B\",\r\n C: \"C\",\r\n};\r\n\r\nconst soil_data = {\r\n A: {\r\n angle: 35,\r\n cohesion_kPa: 0,\r\n ultimate_bearing_capacity_kPa: 80,\r\n },\r\n B: {\r\n angle: 25,\r\n cohesion_kPa: 5,\r\n ultimate_bearing_capacity_kPa: 150,\r\n },\r\n C: {\r\n angle: 15,\r\n cohesion_kPa: 10,\r\n ultimate_bearing_capacity_kPa: 200,\r\n },\r\n};\r\n\r\nexport const calculate_FootingCapacity = (\r\n load_at_base_of_col_kN,\r\n circular, //if true, otherwise square\r\n F19_width, // diameter if circular\r\n F22_depth,\r\n soil_type, // A coarse/sand, B silt/fine sand/granular soil with some clay, C stiff clay\r\n load_case_type = \"1.2G+1.5Q\" // \"0.9G+Wu\" or \"1.2G+1.5Q\" (default)\r\n) => {\r\n let concrete_grade_mPa = 20,\r\n Fc = concrete_grade_mPa;\r\n let Adhesion = 0;\r\n let y_kn_m3 = 19,\r\n γ = y_kn_m3;\r\n let depth_of_ineffective_soil_mm = 100,\r\n Dineff = depth_of_ineffective_soil_mm,\r\n B6 = depth_of_ineffective_soil_mm;\r\n let ø = soil_data[soil_type].angle;\r\n let ultimate_bearing_capacity_kPa = soil_data[soil_type].ultimate_bearing_capacity_kPa;\r\n let Cohesion = soil_data[soil_type].cohesion_kPa,\r\n cohesion_kpa = Cohesion;\r\n let Kp = Math.pow(Math.tan((Math.PI * (45 + ø / 2)) / 180), 2);\r\n let Ka = Math.pow(Math.tan(((45 - ø / 2) * Math.PI) / 180), 2);\r\n let Tanø = TAN((PI() * ø) / 180);\r\n\r\n let F24_underream = 0;\r\n\r\n // calculated_params\r\n let F31_actual_base_diameter = F19_width,\r\n F31 = F31_actual_base_diameter,\r\n actual_base_diameter = F31_actual_base_diameter;\r\n let effective_depth = F22_depth - depth_of_ineffective_soil_mm,\r\n De = effective_depth;\r\n let area = circular ? (Math.PI * Math.pow(actual_base_diameter, 2)) / 4 : Math.pow(actual_base_diameter, 2),\r\n A = area;\r\n let z = circular ? (Math.PI * Math.pow(actual_base_diameter, 2)) / 4 : Math.pow(100, 3) / 6,\r\n F34 = z,\r\n Z = z;\r\n\r\n // ULTIMATE LOAD CASES AT BASE OF COLUMN - 1.2G+1.5Q is default case load\r\n let Fx_kN = 0,\r\n Fx = Fx_kN;\r\n let Fy_kN = load_at_base_of_col_kN,\r\n Fy = Fy_kN;\r\n let Mz_kN = 0,\r\n Mz = Mz_kN;\r\n let Tortion_kNm = 0;\r\n let F37_ground_slab_thickness_mm = 0.1,\r\n F37 = F37_ground_slab_thickness_mm;\r\n let F39_ground_slab_effective_area_m2 = 0,\r\n F39 = F39_ground_slab_effective_area_m2;\r\n\r\n if (load_case_type == \"0.9G+Wu\") {\r\n }\r\n\r\n // TANSLATE_PARAMS_TO_EXCEL\r\n let F22 = F22_depth;\r\n let D = F22;\r\n let F19 = F19_width,\r\n L = F19_width,\r\n B = F19_width;\r\n let F46 = Fy_kN;\r\n\r\n // UPLIFT CHECK\r\n let F57_pad_vol_m3 = circular\r\n ? (((((1 / 3) * PI()) / 4) * (Math.pow(F31_actual_base_diameter, 3) - Math.pow(F19_width, 3))) / 2 +\r\n (PI() / 4) * Math.pow(F19_width, 2) * (F22_depth - (F31_actual_base_diameter - F19_width) / 2)) /\r\n Math.pow(10, 9)\r\n : (Math.pow(F19_width, 2) * F22_depth * 1) / Math.pow(10, 9) +\r\n ((F19_width + (F31_actual_base_diameter - F19_width) / 2) *\r\n 2 *\r\n Math.pow(F31_actual_base_diameter - F19_width, 2)) /\r\n Math.pow(10, 9),\r\n F57 = F57_pad_vol_m3;\r\n let F58_g_pad_kN = F57_pad_vol_m3 * 24,\r\n F58 = F58_g_pad_kN;\r\n let F59_soil_vol_m3 = circular\r\n ? (Math.pow(2 * (F22 + F31 / (2 * Tanø)) * Tanø, 2) * PI() * (F22 + F31 / (2 * Tanø))) /\r\n Math.pow(10, 9) /\r\n 12 -\r\n (Math.pow(F31, 2) * PI() * (F31 / (2 * Tanø))) / 12 / Math.pow(10, 9) -\r\n F57\r\n : (F31 * Tanø * Math.pow(F22, 2) * 2 + (PI() * Math.pow(F22 * Tanø, 2) * F22) / 3) / Math.pow(10, 9),\r\n F59 = F59_soil_vol_m3;\r\n let F60_g_soil_wedge_kN = F59 * γ,\r\n F60 = F60_g_soil_wedge_kN;\r\n console.log(\"deck F59\", F59, γ, F31, F22, Tanø);\r\n let F61_cp_kN = (PI() * F19 * F22 * 10) ^ ((-6 * Cohesion) / 2),\r\n F61 = F61_cp_kN;\r\n let F62_g_slb_kN = F37 * F39 * 0.024,\r\n F62 = F62_g_slb_kN;\r\n console.log(\"deck F58\", F58, F60, F61, F62);\r\n let F63_øG_max_kN = 0.9 * Math.max(F58 + F60 + F62, F58 + F61 + F62),\r\n F63 = F63_øG_max_kN;\r\n\r\n // OVERTURNING CHECK\r\n let F66_Mo_about_pier_base = ABS((Fx * D) / 1000 + Mz),\r\n F66 = F66_Mo_about_pier_base;\r\n\r\n console.log(\"F66 Fx\", Fx, D, Mz);\r\n\r\n // Moment resistance from passive earth pressure\r\n let F68_PPs_kpa = 4 * Cohesion + (Kp * γ * Dineff) / 1000,\r\n F68 = F68_PPs_kpa;\r\n let F69_PPb_kpa = (Kp * γ * De) / Math.pow(10, 3) + F68,\r\n F69 = F69_PPb_kpa;\r\n let F70_DZ_mm =\r\n F37_ground_slab_thickness_mm == 0\r\n ? ((((F68 + F69) / 2) * De * L) / Math.pow(10, 6) - Math.abs(Fx)) / ((F69 * L) / Math.pow(10, 6))\r\n : 0,\r\n F70 = F70_DZ_mm;\r\n let F71_Z = De - F70,\r\n F71 = F71_Z;\r\n let F72_PPz = (Kp * γ * F71) / Math.pow(10, 3) + F68,\r\n F72 = F72_PPz;\r\n let F73_x = (F70 * F69) / (F69 + F72),\r\n F73 = F73_x;\r\n let F75_F2 = (F69 * F73 * L) / 2 / Math.pow(10, 6),\r\n F75 = F75_F2;\r\n let F76_D_D = ((2 * F75) / F69) * 1000,\r\n F76 = F76_D_D;\r\n let F77_Depth_to_contraflex = De - F76,\r\n F77 = F77_Depth_to_contraflex;\r\n let F78_Mr_passive_earth_pressure = Math.max(\r\n 0,\r\n ((((((F68 + F69) / 2) * De * (2 * F68 + F69)) / (3 * (F68 + F69))) * De - (F69 * Math.pow(F70, 2)) / 3) *\r\n L) /\r\n Math.pow(10, 9)\r\n ),\r\n F78 = F78_Mr_passive_earth_pressure;\r\n\r\n console.log(\"F78\", F78, F68, F69, F70, \"De\", De);\r\n\r\n // Moment resistance from cohesion on sides of soil wedge\r\n // Above point of contraflexure\r\n let F81_Psc = (F77 * L * Cohesion) / Math.pow(10, 6),\r\n F81 = F81_Psc;\r\n let F82_e = De - F77 / 2,\r\n F82 = F82_e;\r\n let F84_Psc = (F76 * L * Cohesion) / Math.pow(10, 6),\r\n F84 = F84_Psc;\r\n let F85_e = F76 / 2,\r\n F85 = F85_e;\r\n let F86_Psc = (Math.pow(De, 2) * Cohesion) / Math.pow(10, 6),\r\n F86 = F86_Psc;\r\n let F87_Mr = Math.max(0, (F81 * F82 - F84 * F85) / Math.pow(10, 3)),\r\n F87 = F87_Mr;\r\n\r\n // Moment resistance from friction on sides of soil wedge\r\n let F90_wedge_face_area = (Math.pow(F77, 2) * Tanø) / 2 / Math.pow(10, 6),\r\n F90 = F90_wedge_face_area;\r\n let F91_Psf = Ka * γ * F90 * Tanø,\r\n F91 = F91_Psf;\r\n let F92_e = De - F77 / 3,\r\n F92 = F92_e;\r\n let F94_wedge_face_area = (Math.pow(F76, 2) * Tanø) / 2 / Math.pow(10, 6),\r\n F94 = F94_wedge_face_area;\r\n let F95_Psf = Ka * γ * F94 * Tanø,\r\n F95 = F95_Psf;\r\n let F96_e = F76 / 3,\r\n F96 = F96_e;\r\n let F97_Mr = Math.max(0, (F91 * F92 - F95 * F96) / Math.pow(10, 3)),\r\n F97 = F97_Mr;\r\n\r\n let F99_Nett_load = Fy + F63 / 0.9,\r\n F99 = F99_Nett_load;\r\n let F100_eccy = L / 2,\r\n F100 = F100_eccy;\r\n let F101_Mr = (F99 * F100) / Math.pow(10, 3),\r\n F101 = F101_Mr;\r\n console.log(\"F103_øMr_about_pier_base\", F78, F87, F97, F101);\r\n let F103_øMr_about_pier_base = 0.9 * (F78 + F87 + F97 + F101); // < --- RESULT OUTPUT OVERTURNING CHECK\r\n\r\n //BEARING CAPACITY CHECK\r\n let F110_fy_at_base = Fy + F58,\r\n F110 = F110_fy_at_base;\r\n let F111_Eccentricity_about_cl =\r\n F110_fy_at_base == 0 ? 0 : Math.max(0, ((Mz - (F78 + F87 + F97)) / F110_fy_at_base) * 1000),\r\n F111 = F111_Eccentricity_about_cl,\r\n e = F111_Eccentricity_about_cl;\r\n let F112_bearing_pressure_act = 0;\r\n if (F110_fy_at_base < 0) {\r\n F112_bearing_pressure_act = 0;\r\n } else if (e >= F31 / 2) {\r\n F112_bearing_pressure_act = 10 * ultimate_bearing_capacity_kPa;\r\n } else if (e < F31 / 6) {\r\n F112_bearing_pressure_act = (F110_fy_at_base / A + (F110_fy_at_base * e) / Z) * Math.pow(10, 6);\r\n } else {\r\n F112_bearing_pressure_act = ((2 * F110_fy_at_base) / (3 * F31 * (F31 / 2 - e))) * Math.pow(10, 6);\r\n }\r\n let F112 = F112_bearing_pressure_act;\r\n\r\n let F113_fs = Adhesion + ((Ka * γ * D) / 2 / 1000) * Tanø,\r\n F113 = F113_fs,\r\n fs = F113_fs;\r\n let F114_Bearing_pressure_allow = ultimate_bearing_capacity_kPa + (fs * D) / 1000,\r\n F114 = F114_Bearing_pressure_allow;\r\n\r\n let F115_bearing_capacity_check = L * D == 0 ? 0 : F112 > F114 ? 1 : 0;\r\n\r\n // TORSION RESISTANCE CHECK\r\n\r\n let F117_perimeter = (circular ? PI() * F19 : 4 * F19) * (F22 - depth_of_ineffective_soil_mm),\r\n F117 = F117_perimeter;\r\n let F118_shear_resistance = 0.5 * Cohesion,\r\n F118 = F118_shear_resistance;\r\n let F119_friction_resistance = (Ka * γ * Tanø * (F22 + B6)) / 2 / 1000,\r\n F119 = F119_friction_resistance;\r\n let F120_torsion_lever = circular ? F19 / 2 : F19 / 2,\r\n F120 = F120_torsion_lever; //=IF(F12=Square,F19/2,IF(F12=Circular,F19/2,(F17+F19)/4))\r\n let F121_total_torsional_resistance =\r\n (Math.max(F118_shear_resistance, F119_friction_resistance) * F117 * F120) / Math.pow(10, 9),\r\n F121 = F121_total_torsional_resistance;\r\n\r\n console.log(\"F121_total_torsional_resistance\", F19, F121, F117, F118, F119, F120);\r\n\r\n // PIER STRENGTH\r\n\r\n let F124_Z = Z / Math.pow(10, 6),\r\n F124 = F124_Z;\r\n let F125_fcf = Math.pow(Fc, 0.5) * 0.6,\r\n F125 = F125_fcf;\r\n let F126_øMcr = (0.6 * Z * F125) / Math.pow(10, 6),\r\n F126 = F126_øMcr;\r\n let F127_ast_required = 0;\r\n if (F126 > Math.abs(Mz)) {\r\n F127_ast_required = 0;\r\n } else if (circular) {\r\n F127_ast_required = (Math.abs(Mz) * Math.pow(10, 6)) / (0.72 * 0.7 * L * 400);\r\n } else {\r\n F127_ast_required = (Math.abs(Mz) * Math.pow(10, 6)) / (0.72 * 0.7 * B * 400);\r\n }\r\n\r\n let result = {\r\n \"uplift_check_øG_(max)\": F63_øG_max_kN,\r\n \"uplift_check_øG_(max)_capacity\": F46,\r\n \"uplift_check_øG_(max)_ratio\": -F46 / F63_øG_max_kN,\r\n overturning_check_øMr_about_pier_base: F103_øMr_about_pier_base,\r\n overturning_check_øMr_about_pier_base_capacity: F66_Mo_about_pier_base,\r\n overturning_check_øMr_about_pier_base_ratio: F66_Mo_about_pier_base / F103_øMr_about_pier_base,\r\n bearing_capacity_check_pressure_actual: F112_bearing_pressure_act,\r\n bearing_capacity_check_pressure_capacity: F114_Bearing_pressure_allow,\r\n bearing_capacity_check_pressure_ratio: F112_bearing_pressure_act / F114_Bearing_pressure_allow,\r\n torsion_resistance_check: F121_total_torsional_resistance,\r\n torsion_resistance_check_capacity: F115_bearing_capacity_check,\r\n torsion_resistance_check_ratio: F115_bearing_capacity_check / F121_total_torsional_resistance,\r\n pier_strength: F127_ast_required, // not seeming to be used in spreadsheet\r\n };\r\n\r\n result[\"valid\"] =\r\n result[\"uplift_check_øG_(max)_ratio\"] < 1 &&\r\n result[\"overturning_check_øMr_about_pier_base_ratio\"] < 1 &&\r\n result[\"bearing_capacity_check_pressure_ratio\"] < 1 &&\r\n result[\"torsion_resistance_check_ratio\"] < 1;\r\n return result;\r\n};\r\n\r\nexport const deckEngineering_test = () => {\r\n if (window.calculateDeckBeamCapacity_tested) return;\r\n window.calculateDeckBeamCapacity_tested = true;\r\n\r\n let expected_result = {\r\n ratio_G: 384,\r\n capacity_G: 1.56,\r\n ratio_Q_UDL: 115,\r\n capacity_Q_UDL: 3.46,\r\n ratio_Q_P: 195,\r\n capacity_Q_P: 2.05,\r\n ratio_G_04Q: 165,\r\n capacity_G_04Q_mm: 2.42,\r\n };\r\n\r\n let test_result = calculateDeckBeamCapacity(\"Bearer\", \"656510\", 2700, 900);\r\n\r\n for (let key in expected_result) {\r\n if (\r\n (key.includes(\"ratio\") && Math.abs(expected_result[key] - test_result[key]) > 1) ||\r\n (key.includes(\"capacity\") && Math.abs(expected_result[key] - test_result[key]) > 0.01)\r\n ) {\r\n alert(\r\n \"test failed at calculateDeckBeamCapacity_test:\" +\r\n key +\r\n \" .. \" +\r\n expected_result[key] +\r\n \" vs \" +\r\n test_result[key]\r\n );\r\n // console.log(\"deck expected_result\", expected_result);\r\n // console.log(\"deck test_result\", test_result);\r\n return;\r\n }\r\n console.log(\"deck expected_result\", key, expected_result[key]);\r\n console.log(\"deck test_result\", key, test_result[key]);\r\n }\r\n\r\n expected_result = {\r\n ratio_G: 317,\r\n capacity_G: 1.57,\r\n ratio_Q_UDL: 95,\r\n capacity_Q_UDL: 4.2,\r\n ratio_Q_P: 489,\r\n capacity_Q_P: 0.81,\r\n ratio_G_04Q: 136,\r\n capacity_G_04Q_mm: 2.94,\r\n };\r\n test_result = calculateDeckBeamCapacity(\"Joist\", \"FL15015\", 3700, 2000);\r\n\r\n for (let key in expected_result) {\r\n if (\r\n (key.includes(\"ratio\") && Math.abs(expected_result[key] - test_result[key]) > 1) ||\r\n (key.includes(\"capacity\") && Math.abs(expected_result[key] - test_result[key]) > 0.01)\r\n ) {\r\n alert(\r\n \"test failed at calculateDeckBeamCapacity_test:\" +\r\n key +\r\n \" .. \" +\r\n expected_result[key] +\r\n \" vs \" +\r\n test_result[key]\r\n );\r\n return;\r\n }\r\n console.log(\"deck expected_result\", key, expected_result[key]);\r\n console.log(\"deck test_result\", key, test_result[key]);\r\n }\r\n\r\n let expected_load = 37.2;\r\n if (Math.abs(expected_load - calculateDeckLoadFromM2(10)) > 1)\r\n alert(\"test failed at calculateDeckLoadFromM2:\" + expected_load + \" vs \" + calculateDeckLoadFromM2(10));\r\n\r\n expected_load = 41.13;\r\n if (Math.abs(expected_load - calculateDeckLoadFromM2(10, 7.08)) > 1)\r\n alert(\"test failed at calculateDeckLoadFromM2:\" + expected_load + \" vs \" + calculateDeckLoadFromM2(10));\r\n\r\n expected_load = 2.3106;\r\n if (Math.abs(expected_load - calculate_ColCapacity(\"65mm x 65mm x 3mm P/C\", 3000, 10, 7.08)) > 0.01)\r\n alert(\r\n \"test failed at calculate_ColCapacity:\" +\r\n expected_load +\r\n \" vs \" +\r\n calculate_ColCapacity(\"65mm x 65mm x 3mm P/C\", 3000, 10, 7.08)\r\n );\r\n\r\n console.log(\"deck\", expected_load, calculate_ColCapacity(\"65mm x 65mm x 3mm P/C\", 3000, 10, 7.08));\r\n\r\n expected_result = {\r\n \"uplift_check_øG_(max)\": 4.47,\r\n \"uplift_check_øG_(max)_capacity\": 26.04,\r\n overturning_check_øMr_about_pier_base: 7.47,\r\n overturning_check_øMr_about_pier_base_capacity: 0,\r\n bearing_capacity_check_pressure_actual: 141,\r\n bearing_capacity_check_pressure_capacity: 150,\r\n torsion_resistance_check: 0.41,\r\n torsion_resistance_check_capacity: 0,\r\n pier_strength: 0,\r\n };\r\n test_result = calculate_FootingCapacity(26.04, false, 450, 500, soil_types.B);\r\n\r\n console.log(\"calculate_FootingCapacity results\", test_result);\r\n\r\n for (let key in expected_result) {\r\n if (\r\n (expected_result[key] > 5 && Math.abs(expected_result[key] - test_result[key]) > 1) ||\r\n (expected_result[key] < 5 && Math.abs(expected_result[key] - test_result[key]) > 0.01)\r\n ) {\r\n alert(\r\n \"deck test failed at calculate_FootingCapacity:\" +\r\n key +\r\n \" .. \" +\r\n expected_result[key] +\r\n \" vs \" +\r\n test_result[key]\r\n );\r\n return;\r\n }\r\n }\r\n};\r\n","import React from \"react\";\r\nimport { setNull, toNumber, ConvertListToString, DegreesToRadians, GetColourArray, Cos } from \"../components/Common\";\r\nimport { BASIC_SPECS_SECTIONS, SITE_PARAMETER_SECTIONS } from \"./jobState_Schemas\";\r\nimport { UPDATE_AREA_SPECIFICATION } from \"./jobState\";\r\nimport * as CONFIG from \"./configState\";\r\nimport * as COMMON from \"../components/Common\";\r\nimport {\r\n GetAreaDescription,\r\n GetDesignStringShort,\r\n GetNumberofSkylightsSummary,\r\n GetNumberofSkylightsSummaryArea,\r\n} from \"../components_designer/main_drawer/QuotePage\";\r\nimport { jobReadyStateErrorPopups, jobStateErrorPopups, jobWarningPopups } from \"./jobStateWarningPopups\";\r\n\r\nimport WarningIcon from \"@material-ui/icons/Warning\";\r\nimport { GetShapeUpdateString } from \"../components_designer/layout/PaperFunctionHelper\";\r\n\r\nimport { GetBeamHeight } from \"../components_designer/main_drawer/BracketDesignerHelper\";\r\nimport {\r\n getOffsets,\r\n getRoofAlignmentFromRef,\r\n adjustOffsetForSide,\r\n} from \"../components_designer/context_options/SpecModifyAttachmentHelper\";\r\nimport { calculateDeckBeamCapacity } from \"../components_designer/specification_drawer/decks/DeckEngineering\";\r\n// import { GetItems } from \"../components_designer/layout/PaperFunctions\";\r\n\r\nconst { find_join_angle_extension } = require(\"../components/Common_Conversions\");\r\n\r\n// 2D Designer Actions\r\nexport const SHOW_DESIGNER_MESSAGE = \"SHOW_DESIGNER_MESSAGE\";\r\nexport const CLEAR_DESIGNER_MESSAGE = \"CLEAR_DESIGNER_MESSAGE\";\r\nexport const APPEND_DESIGNER_MESSAGE = \"APPEND_DESIGNER_MESSAGE\";\r\n\r\nconst USE_ATTACHMENT_SYSTEM_2 = false;\r\n\r\nexport const GetItems = (parameters) => {\r\n if (window.svg && window.paper) {\r\n return window.paper.project.getItems(parameters);\r\n }\r\n return null;\r\n};\r\n\r\nexport const validateJob = (job, config, dispatch) => {\r\n job = COMMON.deepCopy(job);\r\n // dispatch({\r\n // type: CLEAR_DESIGNER_MESSAGE,\r\n // });\r\n if (config) {\r\n // VALIDATEA AREAS\r\n job.ErrorMap.AreaSpecifications = [];\r\n job.AreaSpecifications.forEach(function (area, index) {\r\n let area_design_options = config?.design_options?.[area.SHAPE.DesignType];\r\n let result = validateAreaSpecification(job, area, index, setNull(area), area_design_options, dispatch);\r\n area = result.area;\r\n job.ErrorMap.AreaSpecifications.push(result.errorMap);\r\n });\r\n }\r\n\r\n job = validateCustomerDistributorData(job);\r\n\r\n return job;\r\n};\r\n\r\nconst validateAreaSpecification = (job, area, index, errorMap, area_design_options, dispatch) => {\r\n // VALIDATE SHAPE SETUP\r\n errorMap.SHAPE.Height = { name: \"Height\", range: COMMON.replaceVariables(area, area_design_options.height_range) };\r\n\r\n //check values\r\n errorMap.SHAPE.Height = validateNumberRange(area.SHAPE.Height, errorMap.SHAPE.Height);\r\n area.SHAPE.Height = errorMap.SHAPE.Height.value;\r\n\r\n if (errorMap.SHAPE.Height.message) {\r\n dispatch({\r\n type: SHOW_DESIGNER_MESSAGE,\r\n message: errorMap.SHAPE.Height.message,\r\n });\r\n }\r\n\r\n return {\r\n area: area,\r\n errorMap: errorMap,\r\n };\r\n};\r\n\r\nexport const validateFullJob = (config, job, areaIndex = -1, app = null) => {\r\n let region = job?.Distributor?.Offer?.Regions?.[0];\r\n\r\n console.log(\"VALIDATING FULL JOB\");\r\n\r\n console.error(\"validating full\", region, { ...config }, { ...app });\r\n if (job?.App?.temp_POA) region = job?.App?.temp_POA;\r\n if (region && config?.region?.id !== region) {\r\n console.log(\"cannot validate as config is not matching...\", app);\r\n let poa_region_key = config?.region?.id + \",\" + region;\r\n if (window.debug && window.POAMismatchWarning !== poa_region_key) {\r\n window.POAMismatchWarning = poa_region_key;\r\n alert(\"cannot validate as config is not matching...\" + config?.region?.id + \" vs \" + region);\r\n }\r\n return job;\r\n }\r\n\r\n job = validateCustomerDistributorData(job, app);\r\n job = AddMetaDataDesignParameters(job);\r\n job = validateSiteData(job, config);\r\n\r\n if (job?.UNDO_ACTION?.config) {\r\n job.UNDO_ACTION.config = null;\r\n }\r\n\r\n job.QuoteParameters.ShowFlatPostDimensions = 1;\r\n if (job?.AreaSpecifications?.[0]?.SHAPE?.DesignType === \"Flat Deck\") {\r\n job.DesignParameters.DeckMode = 1;\r\n }\r\n\r\n if (areaIndex < 0) {\r\n for (let index in job.AreaSpecifications) {\r\n let areaIndex = Number(index);\r\n let this_area_data = job.AreaSpecifications[areaIndex];\r\n job.AreaSpecifications[areaIndex].AreaIndex = areaIndex;\r\n job = setAreaMeta(config, job, areaIndex);\r\n\r\n job = validateAreaShape(config, job, areaIndex, false);\r\n\r\n job.AreaSpecifications[areaIndex][BASIC_SPECS_SECTIONS.ROOF_SHEETING] = validateRoofSheetData(\r\n config,\r\n job,\r\n areaIndex\r\n );\r\n job = validateAreaShape_Overhangs(config, job, areaIndex, false);\r\n job.AreaSpecifications[areaIndex][BASIC_SPECS_SECTIONS.ATTACHMENTS] = validateAreaAttachmentData(\r\n config,\r\n job,\r\n areaIndex\r\n );\r\n\r\n job.AreaSpecifications[areaIndex][BASIC_SPECS_SECTIONS.BEAMS_AND_POSTS] = validateBeamPostData(\r\n config,\r\n job,\r\n areaIndex\r\n );\r\n job.AreaSpecifications[areaIndex][BASIC_SPECS_SECTIONS.GUTTERS_AND_DOWNPIPES] = validateGutterDownpipeData(\r\n config,\r\n job,\r\n areaIndex\r\n );\r\n if (\r\n this_area_data.SHAPE.DesignType === CONFIG.DESIGN_TYPES.GABLE_PORTAL ||\r\n this_area_data.SHAPE.DesignType === CONFIG.DESIGN_TYPES.PITCHED\r\n ) {\r\n job.AreaSpecifications[areaIndex][BASIC_SPECS_SECTIONS.GABLE_PARAMETERS] = validateGableParameters(\r\n config,\r\n job,\r\n areaIndex\r\n );\r\n }\r\n job = validateOptions(config, job, areaIndex);\r\n job = validateEngineeringAndDesign(config, job, areaIndex);\r\n job = validateDecks(config, job, areaIndex);\r\n job = setAreaMeta(config, job, areaIndex);\r\n job = validateAreaShape(config, job, areaIndex, true); // done twice in case of changed to materials affect the shape\r\n\r\n // other settings\r\n if (\r\n (this_area_data.SHAPE.DesignType === CONFIG.DESIGN_TYPES.FLAT ||\r\n this_area_data.SHAPE.DesignType === CONFIG.DESIGN_TYPES.PITCHED) &&\r\n job.DesignParameters.Freestanding\r\n ) {\r\n if (job?.Distributor?.Brand === \"Lysaght\") {\r\n } else {\r\n job.AreaSpecifications[areaIndex][\"Footings\"] = [];\r\n }\r\n }\r\n }\r\n } else {\r\n let this_area_data = job.AreaSpecifications[areaIndex];\r\n\r\n job = validateAreaShape(config, job, areaIndex, false);\r\n job.AreaSpecifications[areaIndex][BASIC_SPECS_SECTIONS.ROOF_SHEETING] = validateRoofSheetData(\r\n config,\r\n job,\r\n areaIndex\r\n );\r\n job = validateAreaShape_Overhangs(config, job, areaIndex);\r\n job.AreaSpecifications[areaIndex][BASIC_SPECS_SECTIONS.BEAMS_AND_POSTS] = validateBeamPostData(\r\n config,\r\n job,\r\n areaIndex\r\n );\r\n job.AreaSpecifications[areaIndex][BASIC_SPECS_SECTIONS.GUTTERS_AND_DOWNPIPES] = validateGutterDownpipeData(\r\n config,\r\n job,\r\n areaIndex\r\n );\r\n if (\r\n this_area_data.SHAPE.DesignType === CONFIG.DESIGN_TYPES.GABLE_PORTAL ||\r\n this_area_data.SHAPE.DesignType === CONFIG.DESIGN_TYPES.PITCHED\r\n ) {\r\n job.AreaSpecifications[areaIndex][BASIC_SPECS_SECTIONS.GABLE_PARAMETERS] = validateGableParameters(\r\n config,\r\n job,\r\n areaIndex\r\n );\r\n }\r\n job = validateOptions(config, job, areaIndex);\r\n }\r\n\r\n job.SupplementaryEngineering = checkSupplementaryEngineering(config, job, areaIndex);\r\n\r\n if (app?.user && !job.App.Locked) {\r\n const user_data = app?.user;\r\n if (job?.LastEditor?.id) {\r\n if (job?.LastEditor?.id !== user_data.id) {\r\n if (!job?.LastEditorHistory) job.LastEditorHistory = [];\r\n job.LastEditorHistory.push(job.LastEditor);\r\n }\r\n }\r\n job.LastEditor = {\r\n id: user_data.id,\r\n DisplayName: user_data.DisplayName,\r\n UserCode: user_data.UserCode,\r\n _session_id: window?.session_id,\r\n _ts: Date.now(),\r\n };\r\n }\r\n\r\n // if (window.debug) {\r\n // if (job?.QuoteParameters?.BOM?.SystemList?.items) {\r\n // let total = 0;\r\n // let items = job?.QuoteParameters?.BOM?.SystemList?.items;\r\n\r\n // for (let item of items) {\r\n // if (item?.QtyCalculated?.TotalPriceLastCalculated !== undefined) {\r\n // let total_item = item?.QtyCalculated?.TotalPriceLastCalculated;\r\n // console.log(item.Code, total_item);\r\n // total += total_item;\r\n // }\r\n // }\r\n // console.log(\"TOTAL SYSTEM\", total);\r\n // }\r\n // //check order value\r\n // if (job?.QuoteParameters?.BOM?.OrderList?.items) {\r\n // let total = 0;\r\n // let items = job?.QuoteParameters?.BOM?.OrderList?.items;\r\n\r\n // for (let item of items) {\r\n // if (item?.QtyCalculated?.TotalPriceLastCalculated !== undefined) {\r\n // let total_item = item?.QtyCalculated?.TotalPriceLastCalculated;\r\n // console.log(item.Code, total_item);\r\n // total += total_item;\r\n // }\r\n // }\r\n // console.log(\"TOTAL ORDER\", total);\r\n // }\r\n // }\r\n\r\n return job;\r\n};\r\n\r\nexport const AddMetaDataDesignParameters = (job) => {\r\n job.DesignParameters.Freestanding = true;\r\n job.DesignParameters.NumAreas = job?.AreaSpecifications?.length;\r\n job.DesignParameters.NumFlat = 0;\r\n job.DesignParameters.HasFlat = false;\r\n job.DesignParameters.NumGable = 0;\r\n job.DesignParameters.HasGable = false;\r\n job.DesignParameters.NumDeck = 0;\r\n job.DesignParameters.HasBondor = false;\r\n job.DesignParameters.HasVersiclad = false;\r\n job.DesignParameters.USE_BOM_SPLICING = true;\r\n // if (job?.CreationDate > 1694740764000) job.DesignParameters.USE_ATTACHMENTS_2 = true;\r\n\r\n job.DesignParameters.TotalLength = 0;\r\n\r\n for (let area of job.AreaSpecifications) {\r\n let area_freestanding = true;\r\n if (area[BASIC_SPECS_SECTIONS.ATTACHMENTS].AttachmentLeft === 1) {\r\n area_freestanding = false;\r\n } else if (area[BASIC_SPECS_SECTIONS.ATTACHMENTS].AttachmentRight === 1) {\r\n area_freestanding = false;\r\n } else if (area[BASIC_SPECS_SECTIONS.ATTACHMENTS].AttachmentTop === 1) {\r\n area_freestanding = false;\r\n } else if (area[BASIC_SPECS_SECTIONS.ATTACHMENTS].AttachmentBottom === 1) {\r\n area_freestanding = false;\r\n } else if (\r\n area[BASIC_SPECS_SECTIONS.SHAPE].CUTOUTS[\"BackLeft-CutoutType\"] !== \"None\" &&\r\n area[BASIC_SPECS_SECTIONS.SHAPE].CUTOUTS[\"BackLeft-Attachment\"] === 1\r\n ) {\r\n area_freestanding = false;\r\n } else if (\r\n area[BASIC_SPECS_SECTIONS.SHAPE].CUTOUTS[\"BackRight-CutoutType\"] !== \"None\" &&\r\n area[BASIC_SPECS_SECTIONS.SHAPE].CUTOUTS[\"BackRight-Attachment\"] === 1\r\n ) {\r\n area_freestanding = false;\r\n } else if (\r\n area[BASIC_SPECS_SECTIONS.SHAPE].CUTOUTS[\"FrontLeft-CutoutType\"] !== \"None\" &&\r\n area[BASIC_SPECS_SECTIONS.SHAPE].CUTOUTS[\"FrontLeft-Attachment\"] === 1\r\n ) {\r\n area_freestanding = false;\r\n } else if (\r\n area[BASIC_SPECS_SECTIONS.SHAPE].CUTOUTS[\"FrontRight-CutoutType\"] !== \"None\" &&\r\n area[BASIC_SPECS_SECTIONS.SHAPE].CUTOUTS[\"FrontRight-Attachment\"] === 1\r\n ) {\r\n area_freestanding = false;\r\n }\r\n if (!area_freestanding) job.DesignParameters.Freestanding = false;\r\n area[BASIC_SPECS_SECTIONS.ATTACHMENTS].Freestanding = area_freestanding;\r\n\r\n area.HasDutchGable =\r\n area.SHAPE.DesignType === CONFIG.DESIGN_TYPES.GABLE_PORTAL &&\r\n (area[BASIC_SPECS_SECTIONS.SHAPE].RoofType1 == \"Dutch Gable\" ||\r\n area[BASIC_SPECS_SECTIONS.SHAPE].RoofType2 == \"Dutch Gable\");\r\n\r\n if (area.SHAPE.DesignType === CONFIG.DESIGN_TYPES.GABLE_PORTAL) {\r\n job.DesignParameters.HasGable = true;\r\n job.DesignParameters.NumGable++;\r\n } else if (area.SHAPE.DesignType === CONFIG.DESIGN_TYPES.PITCHED) {\r\n job.DesignParameters.HasGable = true;\r\n job.DesignParameters.NumGable++;\r\n } else if (area.SHAPE.DesignType === CONFIG.DESIGN_TYPES.FLAT) {\r\n job.DesignParameters.HasFlat = true;\r\n job.DesignParameters.NumFlat++;\r\n } else if (area.SHAPE.DesignType === CONFIG.DESIGN_TYPES.FLAT) {\r\n job.DesignParameters.HasFlat = true;\r\n job.DesignParameters.NumDeck++;\r\n }\r\n if (area?.ROOF_SHEETING?.RoofGroupType) {\r\n if (area.ROOF_SHEETING.RoofGroupType.toUpperCase().includes(\"BONDOR\"))\r\n job.DesignParameters.HasBondor = true;\r\n if (area.ROOF_SHEETING.RoofGroupType.toUpperCase().includes(\"VERSICLAD\"))\r\n job.DesignParameters.HasVersiclad = true;\r\n }\r\n\r\n job.DesignParameters.TotalLength += area.SHAPE.Length;\r\n }\r\n\r\n for (let area of job.AreaSpecifications) {\r\n area.Description = GetAreaDescription(area);\r\n }\r\n job.DesignSummary = job.DesignParameters?.DesignTemplateName\r\n ? job.DesignParameters?.DesignTemplateName\r\n : GetDesignStringShort(job.AreaSpecifications);\r\n if (job?.OrderStatus) job.OrderStatus = job.OrderStatus.toUpperCase();\r\n\r\n job.QuoteParameters.FreeStanding = job.DesignParameters.Freestanding;\r\n\r\n if (job.DesignParameters.USE_BOM_SPLICING) {\r\n job.SiteParameters.CONST_GUTTER_MAX_LENGTH = 99999;\r\n job.SiteParameters.CONST_MAX_FLASHING_LENGTH = 99999;\r\n } else {\r\n job.SiteParameters.CONST_GUTTER_MAX_LENGTH = 8000;\r\n job.SiteParameters.CONST_MAX_FLASHING_LENGTH = 6100;\r\n }\r\n\r\n return job;\r\n};\r\n\r\nexport const setAreaMeta = (config, job, areaIndex, secondCheck = false) => {\r\n let last_area_data = job.AreaSpecifications?.[areaIndex - 1];\r\n let this_area_data = job.AreaSpecifications[areaIndex];\r\n let next_area_data = job.AreaSpecifications?.[areaIndex + 1];\r\n let design_option = config?.design_options?.[this_area_data.SHAPE.DesignType];\r\n\r\n const GetAreaMeta = (job, this_area_data, side) => {\r\n let meta_state = {\r\n HasGutter: false,\r\n HasBoxGutter: false,\r\n IsWaterShed: false,\r\n HasAttachment: false,\r\n AttachmentType: \"None\",\r\n AttachmentVariation: \"None\",\r\n IsPartiallyAttached: false,\r\n PartiallyAttachedHasGutter: false,\r\n IsAttachedToBeamOrFascia: function () {\r\n return (\r\n this?.HasAttachment &&\r\n this?.AttachmentType &&\r\n (this?.AttachmentType.includes(\"Fascia\") || this?.AttachmentType.includes(\"Beam\"))\r\n );\r\n },\r\n IsOnlyHouseGutter: function () {\r\n return this.IsWaterShed && !this.HasGutter && this.IsAttachedToBeamOrFascia();\r\n },\r\n HasBoxGutterToFascia: function () {\r\n return this.HasBoxGutter && this.IsAttachedToBeamOrFascia();\r\n },\r\n HasBeam: function () {\r\n if (!this?.AttachmentType) return true;\r\n if (this.AttachmentType === \"None\") return true;\r\n if (this.IsPartiallyAttached) return true;\r\n if (this?.AttachmentType?.includes(\"Riser\")) return true;\r\n if (this?.AttachmentType?.includes(\"Beam\")) return true;\r\n if (this?.AttachmentType?.includes(\"Wall\")) {\r\n if (this?.AttachmentVariation?.includes(\"Beam\")) return true;\r\n return false;\r\n }\r\n if (this?.AttachmentType?.includes(\"Flyover\")) return true;\r\n if (this?.AttachmentType?.includes(\"Fascia\")) return false;\r\n return true;\r\n },\r\n };\r\n\r\n let is_flat = this_area_data.SHAPE.DesignType === CONFIG.DESIGN_TYPES.FLAT;\r\n\r\n let attachmentKey = \"Attachment\" + side;\r\n if (side === \"Front\") attachmentKey = \"AttachmentBottom\";\r\n if (side === \"Back\") attachmentKey = \"AttachmentTop\";\r\n\r\n if (this_area_data.ATTACHMENTS[attachmentKey] == 1) {\r\n meta_state.HasAttachment = true;\r\n meta_state.AttachmentType = job.SiteParameters.ExistingStructure.AttachmentType;\r\n }\r\n\r\n let gutterKey = \"GutterB\";\r\n if (attachmentKey === \"AttachmentBottom\") gutterKey = \"GutterF\";\r\n if (attachmentKey === \"AttachmentLeft\") gutterKey = \"GutterL\";\r\n if (attachmentKey === \"AttachmentRight\") gutterKey = \"GutterR\";\r\n\r\n if (this_area_data.GUTTERS_AND_DOWNPIPES[gutterKey] >= 1) {\r\n meta_state.HasGutter = true;\r\n if (this_area_data.GUTTERS_AND_DOWNPIPES[gutterKey] === 2) {\r\n meta_state.HasBoxGutter = true;\r\n }\r\n }\r\n\r\n let paats = this_area_data?.ATTACHMENTS?.PARTIAL_ATTACHMENTS;\r\n if (paats && paats.length === 0) {\r\n let paat = this_area_data?.ATTACHMENTS?.PARTIAL_ATTACHMENTS.filter((obj) => {\r\n return obj.Name.includes(side);\r\n });\r\n if (paat && paat.length > 0) {\r\n meta_state.IsPartiallyAttached = true;\r\n meta_state.PartiallyAttachedHasGutter = paat.HasGutter;\r\n }\r\n }\r\n\r\n let mod_items = [];\r\n if (this_area_data?.ATTACHMENTS?.AttachmentModifications?.filter)\r\n mod_items = this_area_data?.ATTACHMENTS?.AttachmentModifications?.filter((obj) => {\r\n return obj?.Name ? obj?.Name?.includes(side) : false;\r\n });\r\n if (mod_items && mod_items.length > 0) {\r\n if (mod_items[0]?.FasciaType && meta_state.HasAttachment) {\r\n meta_state.AttachmentType = mod_items[0]?.AttachmentType;\r\n meta_state.AttachmentVariation = mod_items[0]?.AttachmentVariation;\r\n }\r\n }\r\n\r\n if (is_flat) {\r\n if (side === \"Front\") {\r\n if (this_area_data.SHAPE.SheetDirection === \"Front\") meta_state.IsWaterShed = true;\r\n } else if (side === \"Back\") {\r\n if (this_area_data.SHAPE.SheetDirection === \"Back\") meta_state.IsWaterShed = true;\r\n } else if (side === \"Left\") {\r\n if (this_area_data.SHAPE.SheetDirection === \"Left\") meta_state.IsWaterShed = true;\r\n } else if (side === \"Right\") {\r\n if (this_area_data.SHAPE.SheetDirection === \"Right\") meta_state.IsWaterShed = true;\r\n }\r\n } else if (this_area_data.SHAPE.DesignType === CONFIG.DESIGN_TYPES.GABLE_PORTAL) {\r\n if (side === \"Front\") {\r\n meta_state.IsWaterShed = true;\r\n } else if (side === \"Back\") {\r\n meta_state.IsWaterShed = true;\r\n } else if (side === \"Left\") {\r\n if (this_area_data.SHAPE.RoofType1 === \"Hip\" || this_area_data.SHAPE.RoofType1 === \"Dutch Gable\")\r\n meta_state.IsWaterShed = true;\r\n } else if (side === \"Right\") {\r\n if (this_area_data.SHAPE.RoofType2 === \"Hip\" || this_area_data.SHAPE.RoofType2 === \"Dutch Gable\")\r\n meta_state.IsWaterShed = true;\r\n }\r\n }\r\n\r\n if (is_flat) {\r\n if (side === \"Front\") {\r\n if (this_area_data[BASIC_SPECS_SECTIONS.SHAPE].CUTOUTS[\"FrontLeft-CutoutType\"] === \"Angle\") {\r\n if (\r\n toNumber(this_area_data[BASIC_SPECS_SECTIONS.SHAPE].CUTOUTS[\"FrontLeft-WidthX\"]) >=\r\n this_area_data.SHAPE.Length - 50\r\n ) {\r\n meta_state.IsFullTaper = true;\r\n meta_state.HasAttachment = false;\r\n }\r\n if (this_area_data[BASIC_SPECS_SECTIONS.SHAPE].CUTOUTS[\"FrontLeft-Attachment\"] === 1) {\r\n if (meta_state.IsFullTaper) meta_state.HasAttachment = true;\r\n else meta_state.IsPartiallyAttached = true;\r\n }\r\n } else if (this_area_data[BASIC_SPECS_SECTIONS.SHAPE].CUTOUTS[\"FrontRight-CutoutType\"] === \"Angle\") {\r\n if (\r\n toNumber(this_area_data[BASIC_SPECS_SECTIONS.SHAPE].CUTOUTS[\"FrontRight-WidthX\"]) >=\r\n this_area_data.SHAPE.Length - 50\r\n ) {\r\n meta_state.IsFullTaper = true;\r\n }\r\n if (this_area_data[BASIC_SPECS_SECTIONS.SHAPE].CUTOUTS[\"FrontRight-Attachment\"] === 1) {\r\n if (meta_state.IsFullTaper) meta_state.HasAttachment = true;\r\n else meta_state.IsPartiallyAttached = true;\r\n }\r\n }\r\n }\r\n if (side === \"Back\") {\r\n if (this_area_data[BASIC_SPECS_SECTIONS.SHAPE].CUTOUTS[\"BackLeft-CutoutType\"] === \"Angle\") {\r\n if (\r\n toNumber(this_area_data[BASIC_SPECS_SECTIONS.SHAPE].CUTOUTS[\"BackLeft-WidthX\"]) >=\r\n this_area_data.SHAPE.Length - 50\r\n ) {\r\n meta_state.IsFullTaper = true;\r\n }\r\n if (this_area_data[BASIC_SPECS_SECTIONS.SHAPE].CUTOUTS[\"BackLeft-Attachment\"] === 1) {\r\n if (meta_state.IsFullTaper) meta_state.HasAttachment = true;\r\n else meta_state.IsPartiallyAttached = true;\r\n }\r\n } else if (this_area_data[BASIC_SPECS_SECTIONS.SHAPE].CUTOUTS[\"BackRight-CutoutType\"] === \"Angle\") {\r\n if (\r\n toNumber(this_area_data[BASIC_SPECS_SECTIONS.SHAPE].CUTOUTS[\"BackRight-WidthX\"]) >=\r\n this_area_data.SHAPE.Length - 50\r\n ) {\r\n meta_state.IsFullTaper = true;\r\n }\r\n if (this_area_data[BASIC_SPECS_SECTIONS.SHAPE].CUTOUTS[\"BackRight-Attachment\"] === 1) {\r\n if (meta_state.IsFullTaper) meta_state.HasAttachment = true;\r\n else meta_state.IsPartiallyAttached = true;\r\n }\r\n }\r\n }\r\n if (side === \"Left\") {\r\n if (this_area_data[BASIC_SPECS_SECTIONS.SHAPE].CUTOUTS[\"BackLeft-CutoutType\"] === \"Angle\") {\r\n if (\r\n toNumber(this_area_data[BASIC_SPECS_SECTIONS.SHAPE].CUTOUTS[\"BackLeft-WidthY\"]) >=\r\n this_area_data.SHAPE.Depth - 50\r\n ) {\r\n meta_state.IsFullTaper = true;\r\n }\r\n if (this_area_data[BASIC_SPECS_SECTIONS.SHAPE].CUTOUTS[\"BackLeft-Attachment\"] === 1) {\r\n if (meta_state.IsFullTaper) meta_state.HasAttachment = true;\r\n else meta_state.IsPartiallyAttached = true;\r\n }\r\n } else if (this_area_data[BASIC_SPECS_SECTIONS.SHAPE].CUTOUTS[\"FrontLeft-CutoutType\"] === \"Angle\") {\r\n if (\r\n toNumber(this_area_data[BASIC_SPECS_SECTIONS.SHAPE].CUTOUTS[\"FrontLeft-WidthY\"]) >=\r\n this_area_data.SHAPE.Depth - 50\r\n ) {\r\n meta_state.IsFullTaper = true;\r\n }\r\n if (this_area_data[BASIC_SPECS_SECTIONS.SHAPE].CUTOUTS[\"FrontLeft-Attachment\"] === 1) {\r\n if (meta_state.IsFullTaper) meta_state.HasAttachment = true;\r\n else meta_state.IsPartiallyAttached = true;\r\n }\r\n }\r\n }\r\n if (side === \"Right\") {\r\n if (this_area_data[BASIC_SPECS_SECTIONS.SHAPE].CUTOUTS[\"BackRight-CutoutType\"] === \"Angle\") {\r\n if (\r\n toNumber(this_area_data[BASIC_SPECS_SECTIONS.SHAPE].CUTOUTS[\"BackRight-WidthY\"]) >=\r\n this_area_data.SHAPE.Depth - 50\r\n ) {\r\n meta_state.IsFullTaper = true;\r\n }\r\n if (this_area_data[BASIC_SPECS_SECTIONS.SHAPE].CUTOUTS[\"BackRight-Attachment\"] === 1) {\r\n if (meta_state.IsFullTaper) meta_state.HasAttachment = true;\r\n else meta_state.IsPartiallyAttached = true;\r\n }\r\n } else if (this_area_data[BASIC_SPECS_SECTIONS.SHAPE].CUTOUTS[\"FrontRight-CutoutType\"] === \"Angle\") {\r\n if (\r\n toNumber(this_area_data[BASIC_SPECS_SECTIONS.SHAPE].CUTOUTS[\"FrontRight-WidthY\"]) >=\r\n this_area_data.SHAPE.Depth - 50\r\n ) {\r\n meta_state.IsFullTaper = true;\r\n }\r\n if (this_area_data[BASIC_SPECS_SECTIONS.SHAPE].CUTOUTS[\"FrontRight-Attachment\"] === 1) {\r\n if (meta_state.IsFullTaper) meta_state.HasAttachment = true;\r\n else meta_state.IsPartiallyAttached = true;\r\n }\r\n }\r\n }\r\n }\r\n\r\n return meta_state;\r\n };\r\n\r\n let meta = {\r\n HasBoxGutterToFascia: function () {\r\n return (\r\n meta.FrontState.HasBoxGutterToFascia() ||\r\n meta.BackState.HasBoxGutterToFascia() ||\r\n meta.LeftState.HasBoxGutterToFascia() ||\r\n meta.RightState.HasBoxGutterToFascia()\r\n );\r\n },\r\n HasIsOnlyHouseGutter: function () {\r\n return (\r\n meta.FrontState.IsOnlyHouseGutter() ||\r\n meta.BackState.IsOnlyHouseGutter() ||\r\n meta.LeftState.IsOnlyHouseGutter() ||\r\n meta.RightState.IsOnlyHouseGutter()\r\n );\r\n },\r\n HasFullTaperWaterShed: function () {\r\n console.log(\"HasFullTaperWaterShed\", meta.BackState);\r\n return (\r\n ((meta.FrontState.IsWaterShed || meta.BackState.IsWaterShed) && meta.FrontState.IsFullTaper) ||\r\n ((meta.FrontState.IsWaterShed || meta.BackState.IsWaterShed) && meta.BackState.IsFullTaper) ||\r\n ((meta.LeftState.IsWaterShed || meta.RightState.IsWaterShed) && meta.LeftState.IsFullTaper) ||\r\n ((meta.LeftState.IsWaterShed || meta.RightState.IsWaterShed) && meta.RightState.IsFullTaper)\r\n );\r\n },\r\n };\r\n\r\n meta.FrontState = GetAreaMeta(job, this_area_data, \"Front\");\r\n meta.BackState = GetAreaMeta(job, this_area_data, \"Back\");\r\n meta.LeftState = GetAreaMeta(job, this_area_data, \"Left\");\r\n meta.RightState = GetAreaMeta(job, this_area_data, \"Right\");\r\n\r\n if (this_area_data?.ROOF_SHEETING?.RoofGroupType) {\r\n if (this_area_data.ROOF_SHEETING.RoofGroupType.toUpperCase().includes(\"BONDOR\")) meta.HasBondor = true;\r\n if (this_area_data.ROOF_SHEETING.RoofGroupType.toUpperCase().includes(\"VERSICLAD\")) meta.HasVersiclad = true;\r\n if (meta.HasBondor || meta.HasVersiclad) {\r\n meta.HasInsulatedPanel = true;\r\n }\r\n }\r\n\r\n let is_flat = this_area_data.SHAPE.DesignType === CONFIG.DESIGN_TYPES.FLAT;\r\n let is_Gable = this_area_data.SHAPE.DesignType === CONFIG.DESIGN_TYPES.GABLE_PORTAL;\r\n\r\n let flat2DRoofArea = this_area_data.SHAPE.Length * this_area_data.SHAPE.Depth;\r\n meta.AreaBoundarySize = (flat2DRoofArea / Cos(this_area_data.SHAPE.RoofPitch) / 1000000).toFixed(2);\r\n if (is_flat) {\r\n let cutout2DArea = CutoutArea(this_area_data);\r\n meta.CutoutArea = (cutout2DArea / Cos(this_area_data.SHAPE.RoofPitch) / 1000000).toFixed(2);\r\n flat2DRoofArea = flat2DRoofArea - cutout2DArea;\r\n }\r\n\r\n meta.RoofArea = (flat2DRoofArea / Cos(this_area_data.SHAPE.RoofPitch) / 1000000).toFixed(2);\r\n\r\n meta.HasHips = false;\r\n meta.HasDutchGables = false;\r\n\r\n meta.IsFreestanding = this_area_data[BASIC_SPECS_SECTIONS.ATTACHMENTS].Freestanding;\r\n\r\n if (is_Gable) {\r\n if (this_area_data.SHAPE.RoofType1 === \"Dutch Gable\" || this_area_data.SHAPE.RoofType2 === \"Dutch Gable\")\r\n meta.HasDutchGables = true;\r\n if (this_area_data.SHAPE.RoofType1 === \"Hip\" || this_area_data.SHAPE.RoofType2 === \"Hip\") meta.HasHips = true;\r\n }\r\n\r\n let half_beam_width = (window.LYSAGHT ? 50 : 65) * 0.5;\r\n let roof_sheet_span = this_area_data.SHAPE.Depth - half_beam_width;\r\n if (is_flat) {\r\n if (this_area_data.SHAPE.SheetDirection === \"Left\" || this_area_data.SHAPE.SheetDirection === \"Right\") {\r\n roof_sheet_span = this_area_data.SHAPE.Length;\r\n if (meta.LeftState.HasBeam()) roof_sheet_span -= half_beam_width;\r\n if (meta.RightState.HasBeam()) roof_sheet_span -= half_beam_width;\r\n } else {\r\n roof_sheet_span = this_area_data.SHAPE.Depth;\r\n if (meta.FrontState.HasBeam()) roof_sheet_span -= half_beam_width;\r\n if (meta.BackState.HasBeam()) roof_sheet_span -= half_beam_width;\r\n }\r\n } else if (is_Gable) {\r\n roof_sheet_span =\r\n this_area_data.SHAPE.Depth / 2 - half_beam_width * 2 - this_area_data.BEAMS_AND_POSTS.GableTopPurlinOffset;\r\n }\r\n roof_sheet_span = roof_sheet_span / Cos(this_area_data.SHAPE.RoofPitch);\r\n meta.RoofSheetSpan = roof_sheet_span;\r\n\r\n this_area_data.META = meta;\r\n\r\n // if (window.debug && this_area_data.Acknowledgements)\r\n // this_area_data.Acknowledgements.BoxHouseGutterAcknowledgement = false;\r\n // if (window.debug && this_area_data.Acknowledgements)\r\n // this_area_data.Acknowledgements.DoubleGutterAcknowledgement = false;\r\n return job;\r\n};\r\n\r\nconst CUTOUT_BACK_LEFT = \"BackLeft\";\r\nconst CUTOUT_BACK_MID = \"BackMid\";\r\nconst CUTOUT_BACK_RIGHT = \"BackRight\";\r\nconst CUTOUT_FRONT_LEFT = \"FrontLeft\";\r\nconst CUTOUT_FRONT_RIGHT = \"FrontRight\";\r\n\r\nconst CutoutArea = (this_area_data) => {\r\n let area_roof = 0;\r\n area_roof += CutoutAreaSide(this_area_data, CUTOUT_BACK_LEFT);\r\n area_roof += CutoutAreaSide(this_area_data, CUTOUT_BACK_MID);\r\n area_roof += CutoutAreaSide(this_area_data, CUTOUT_BACK_RIGHT);\r\n area_roof += CutoutAreaSide(this_area_data, CUTOUT_FRONT_LEFT);\r\n area_roof += CutoutAreaSide(this_area_data, CUTOUT_FRONT_RIGHT);\r\n return area_roof;\r\n};\r\nconst CutoutAreaSide = (this_area_data, side) => {\r\n let area_roof = 0;\r\n if (this_area_data[BASIC_SPECS_SECTIONS.SHAPE].CUTOUTS[side + \"-CutoutType\"] !== \"None\") {\r\n area_roof =\r\n this_area_data[BASIC_SPECS_SECTIONS.SHAPE].CUTOUTS[side + \"-WidthX\"] *\r\n this_area_data[BASIC_SPECS_SECTIONS.SHAPE].CUTOUTS[side + \"-WidthY\"];\r\n if (this_area_data[BASIC_SPECS_SECTIONS.SHAPE].CUTOUTS[side + \"-CutoutType\"] === \"Angle\") {\r\n area_roof = area_roof / 2;\r\n } else if (this_area_data[BASIC_SPECS_SECTIONS.SHAPE].CUTOUTS[side + \"-CutoutType\"] === \"CornerBay\") {\r\n area_roof =\r\n area_roof -\r\n (this_area_data[BASIC_SPECS_SECTIONS.SHAPE].CUTOUTS[side + \"-WidthD\"] *\r\n this_area_data[BASIC_SPECS_SECTIONS.SHAPE].CUTOUTS[side + \"-WidthD\"]) /\r\n 2;\r\n } else if (this_area_data[BASIC_SPECS_SECTIONS.SHAPE].CUTOUTS[side + \"-CutoutType\"] === \"Bay\") {\r\n area_roof =\r\n area_roof -\r\n this_area_data[BASIC_SPECS_SECTIONS.SHAPE].CUTOUTS[side + \"-WidthD\"] *\r\n this_area_data[BASIC_SPECS_SECTIONS.SHAPE].CUTOUTS[side + \"-WidthD\"];\r\n }\r\n }\r\n return area_roof;\r\n};\r\n\r\nexport const validateAreaShape = (config, job, areaIndex, secondCheck = false) => {\r\n let last_area_data = job.AreaSpecifications?.[areaIndex - 1];\r\n let this_area_data = job.AreaSpecifications[areaIndex];\r\n let next_area_data = job.AreaSpecifications?.[areaIndex + 1];\r\n let design_option = config?.design_options?.[this_area_data.SHAPE.DesignType];\r\n\r\n let this_area_data_SHAPE = this_area_data[BASIC_SPECS_SECTIONS.SHAPE];\r\n\r\n if (this_area_data.SHAPE.DesignType === CONFIG.DESIGN_TYPES.FLAT) {\r\n if ([\"Parallel\", \"Projection\"].includes(this_area_data_SHAPE.DesignSubType)) {\r\n this_area_data_SHAPE.DesignSubType = \"Type 4\";\r\n this_area_data_SHAPE.SheetDirection = \"Front\";\r\n }\r\n if (this_area_data_SHAPE.DesignSubType === \"Type 4\") {\r\n if (this_area_data_SHAPE.RoofPitch < 0) this_area_data_SHAPE.SheetDirection = \"Back\";\r\n else this_area_data_SHAPE.SheetDirection = \"Front\";\r\n }\r\n if (this_area_data_SHAPE.DesignSubType === \"Type 3\") {\r\n this_area_data_SHAPE.OH_Front = 0;\r\n this_area_data_SHAPE.OH_Back = 0;\r\n if (this_area_data_SHAPE.RoofPitch < 0)\r\n this_area_data_SHAPE.RoofPitch = Math.abs(this_area_data_SHAPE.RoofPitch);\r\n }\r\n\r\n this_area_data_SHAPE.RotateArea = 0;\r\n }\r\n if (this_area_data.SHAPE.DesignType === CONFIG.DESIGN_TYPES.PITCHED) {\r\n this_area_data_SHAPE.DesignSubType = \"Type 4\";\r\n this_area_data_SHAPE.SheetDirection = \"Front\";\r\n this_area_data_SHAPE.RotateArea = 0;\r\n }\r\n if (this_area_data.SHAPE.DesignType === CONFIG.DESIGN_TYPES.GABLE_PORTAL) {\r\n if (![\"Projection\", \"Parallel\"].includes(this_area_data_SHAPE.DesignSubType)) {\r\n this_area_data_SHAPE.DesignSubType = \"Parallel\";\r\n }\r\n this_area_data_SHAPE.SheetDirection = \"Front\";\r\n }\r\n\r\n if (job.DesignParameters.DeckMode === 1) {\r\n this_area_data_SHAPE.RotateArea = 1;\r\n // let maxPostHeight = MaxDeckPostHeights(\r\n // this_area_data[BASIC_SPECS_SECTIONS.BEAMS_AND_POSTS].PostType,\r\n // design_option?.post?.span_table\r\n // );\r\n let maxPostHeight = 3000;\r\n if (maxPostHeight && this_area_data_SHAPE.Height > maxPostHeight) this_area_data_SHAPE.Height = maxPostHeight;\r\n }\r\n\r\n //PARTIAL ATTACHMENTS\r\n if (this_area_data[BASIC_SPECS_SECTIONS.ATTACHMENTS].PARTIAL_ATTACHMENTS) {\r\n for (let paat of this_area_data[BASIC_SPECS_SECTIONS.ATTACHMENTS].PARTIAL_ATTACHMENTS) {\r\n if (paat.HasBeam === undefined) paat.HasBeam = 1;\r\n }\r\n }\r\n\r\n // set 'shearing' fall\r\n if (this_area_data.SHAPE.DesignType === CONFIG.DESIGN_TYPES.PITCHED) {\r\n let set_to_flat = false;\r\n if (\r\n last_area_data &&\r\n last_area_data.SHAPE.DesignType === CONFIG.DESIGN_TYPES.FLAT &&\r\n last_area_data.SHAPE.DesignSubType === \"Type 3\"\r\n ) {\r\n set_to_flat = true;\r\n } else if (\r\n next_area_data &&\r\n next_area_data.SHAPE.DesignType === CONFIG.DESIGN_TYPES.FLAT &&\r\n next_area_data.SHAPE.DesignSubType === \"Type 3\"\r\n ) {\r\n set_to_flat = true;\r\n }\r\n\r\n if (set_to_flat) this_area_data.SHAPE.PitchedRoofShear = 0;\r\n else this_area_data.SHAPE.PitchedRoofShear = \"\";\r\n }\r\n\r\n // validate JOIN\r\n\r\n if (last_area_data) {\r\n let has_flat = false;\r\n let has_pitched = false;\r\n let has_portal = false;\r\n\r\n if (\r\n last_area_data.SHAPE.DesignType === CONFIG.DESIGN_TYPES.FLAT ||\r\n this_area_data.SHAPE.DesignType === CONFIG.DESIGN_TYPES.FLAT\r\n )\r\n has_flat = true;\r\n if (\r\n last_area_data.SHAPE.DesignType === CONFIG.DESIGN_TYPES.PITCHED ||\r\n this_area_data.SHAPE.DesignType === CONFIG.DESIGN_TYPES.PITCHED\r\n )\r\n has_pitched = true;\r\n if (\r\n last_area_data.SHAPE.DesignType === CONFIG.DESIGN_TYPES.GABLE_PORTAL ||\r\n this_area_data.SHAPE.DesignType === CONFIG.DESIGN_TYPES.GABLE_PORTAL\r\n )\r\n has_portal = true;\r\n\r\n let join_type = \"flat_to_flat\";\r\n if (has_flat && has_pitched) join_type = \"flat_to_gable\";\r\n if (has_flat && has_portal) join_type = \"flat_to_portal\";\r\n if (!has_flat && !has_pitched && has_portal) join_type = \"portal_to_portal\";\r\n if (!has_flat) join_type = \"portal_to_portal\";\r\n\r\n let last_join_type = CONFIG?.JOIN_TYPES?.[last_area_data.SHAPE.AREAJOIN.JoinType];\r\n if (last_join_type && last_join_type[join_type] === true) {\r\n } else {\r\n last_area_data.SHAPE.AREAJOIN.JoinType = \"Offset\";\r\n }\r\n }\r\n\r\n if (next_area_data) {\r\n let has_flat = false;\r\n let has_pitched = false;\r\n let has_portal = false;\r\n\r\n if (\r\n next_area_data.SHAPE.DesignType === CONFIG.DESIGN_TYPES.FLAT ||\r\n this_area_data.SHAPE.DesignType === CONFIG.DESIGN_TYPES.FLAT\r\n )\r\n has_flat = true;\r\n if (\r\n next_area_data.SHAPE.DesignType === CONFIG.DESIGN_TYPES.PITCHED ||\r\n this_area_data.SHAPE.DesignType === CONFIG.DESIGN_TYPES.PITCHED\r\n )\r\n has_pitched = true;\r\n if (\r\n next_area_data.SHAPE.DesignType === CONFIG.DESIGN_TYPES.GABLE_PORTAL ||\r\n this_area_data.SHAPE.DesignType === CONFIG.DESIGN_TYPES.GABLE_PORTAL\r\n )\r\n has_portal = true;\r\n\r\n let join_type = \"flat_to_flat\";\r\n if (has_flat && has_pitched) join_type = \"flat_to_gable\";\r\n if (has_flat && has_portal) join_type = \"flat_to_portal\";\r\n if (!has_flat && !has_pitched && has_portal) join_type = \"portal_to_portal\";\r\n\r\n let this_join_type = CONFIG?.JOIN_TYPES?.[this_area_data.SHAPE.AREAJOIN.JoinType];\r\n if (this_join_type && this_join_type[join_type] === true) {\r\n } else {\r\n this_area_data.SHAPE.AREAJOIN.JoinType = \"Offset\";\r\n }\r\n\r\n this_area_data.SHAPE.AREAJOIN.JoinDoubleHipBeam = false;\r\n if (\r\n this_area_data[BASIC_SPECS_SECTIONS.ROOF_SHEETING].RoofSheetData.double_beam_hip_required ||\r\n next_area_data[BASIC_SPECS_SECTIONS.ROOF_SHEETING].RoofSheetData.double_beam_hip_required\r\n ) {\r\n this_area_data.SHAPE.AREAJOIN.JoinDoubleHipBeam = true;\r\n }\r\n }\r\n\r\n this_area_data.SHAPE.AREAJOIN.OmitJoinPost = 1;\r\n this_area_data.SHAPE.AREAJOIN.JoinOffsetGlobal = this_area_data.SHAPE.AREAJOIN.JoinType === \"None\" ? 1 : 0;\r\n\r\n if (next_area_data && this_area_data[BASIC_SPECS_SECTIONS.SHAPE].AREAJOIN.JoinType === \"Gable\") {\r\n let diff = Math.abs(\r\n this_area_data[BASIC_SPECS_SECTIONS.SHAPE].Depth - next_area_data[BASIC_SPECS_SECTIONS.SHAPE].Depth\r\n );\r\n\r\n if (diff > 1 && diff <= 120) {\r\n this_area_data[BASIC_SPECS_SECTIONS.SHAPE].AREAJOIN.JoinType = \"Offset\";\r\n } else if (diff < 1 || diff >= 120) {\r\n if (diff >= 120) {\r\n if (\r\n this_area_data[BASIC_SPECS_SECTIONS.SHAPE].Depth > next_area_data[BASIC_SPECS_SECTIONS.SHAPE].Depth\r\n ) {\r\n this_area_data[BASIC_SPECS_SECTIONS.SHAPE].AREAJOIN.HipJunctionDir = 0;\r\n } else {\r\n this_area_data[BASIC_SPECS_SECTIONS.SHAPE].AREAJOIN.HipJunctionDir = 1;\r\n }\r\n }\r\n this_area_data[BASIC_SPECS_SECTIONS.SHAPE].RoofType2 = \"Gable\";\r\n next_area_data[BASIC_SPECS_SECTIONS.SHAPE].RoofType1 = \"Gable\";\r\n next_area_data.SHAPE.Height = this_area_data.SHAPE.Height;\r\n next_area_data.SHAPE.RoofPitch = this_area_data.SHAPE.RoofPitch;\r\n }\r\n }\r\n if (last_area_data && last_area_data[BASIC_SPECS_SECTIONS.SHAPE].AREAJOIN.JoinType === \"Gable\") {\r\n let diff = Math.abs(\r\n last_area_data[BASIC_SPECS_SECTIONS.SHAPE].Depth - this_area_data[BASIC_SPECS_SECTIONS.SHAPE].Depth\r\n );\r\n\r\n if (diff > 1 && diff <= 120) {\r\n this_area_data[BASIC_SPECS_SECTIONS.SHAPE].AREAJOIN.JoinType = \"Offset\";\r\n } else if (diff < 1 || diff >= 120) {\r\n if (diff >= 120) {\r\n if (\r\n last_area_data[BASIC_SPECS_SECTIONS.SHAPE].Depth > this_area_data[BASIC_SPECS_SECTIONS.SHAPE].Depth\r\n ) {\r\n last_area_data[BASIC_SPECS_SECTIONS.SHAPE].AREAJOIN.HipJunctionDir = 0;\r\n } else {\r\n last_area_data[BASIC_SPECS_SECTIONS.SHAPE].AREAJOIN.HipJunctionDir = 1;\r\n }\r\n }\r\n last_area_data[BASIC_SPECS_SECTIONS.SHAPE].RoofType2 = \"Gable\";\r\n this_area_data[BASIC_SPECS_SECTIONS.SHAPE].RoofType1 = \"Gable\";\r\n last_area_data.SHAPE.Height = this_area_data.SHAPE.Height;\r\n last_area_data.SHAPE.RoofPitch = this_area_data.SHAPE.RoofPitch;\r\n }\r\n }\r\n\r\n if (next_area_data && this_area_data[BASIC_SPECS_SECTIONS.SHAPE].AREAJOIN.JoinType === \"Hip\") {\r\n this_area_data[BASIC_SPECS_SECTIONS.SHAPE].RoofType2 = \"Gable\";\r\n next_area_data[BASIC_SPECS_SECTIONS.SHAPE].RoofType1 = \"Gable\";\r\n next_area_data.SHAPE.Height = this_area_data.SHAPE.Height;\r\n next_area_data.SHAPE.Depth = this_area_data.SHAPE.Depth;\r\n next_area_data.SHAPE.RoofPitch = this_area_data.SHAPE.RoofPitch;\r\n }\r\n\r\n if (last_area_data && last_area_data[BASIC_SPECS_SECTIONS.SHAPE].AREAJOIN.JoinType === \"Hip\") {\r\n last_area_data[BASIC_SPECS_SECTIONS.SHAPE].RoofType2 = \"Gable\";\r\n this_area_data[BASIC_SPECS_SECTIONS.SHAPE].RoofType1 = \"Gable\";\r\n last_area_data.SHAPE.Height = this_area_data.SHAPE.Height;\r\n last_area_data.SHAPE.Depth = this_area_data.SHAPE.Depth;\r\n last_area_data.SHAPE.RoofPitch = this_area_data.SHAPE.RoofPitch;\r\n }\r\n\r\n if (design_option?.length_range)\r\n this_area_data_SHAPE.Length = validateNumberRange_old(\r\n this_area_data_SHAPE.Length,\r\n COMMON.replaceVariables(this_area_data, design_option.length_range)\r\n );\r\n if (design_option?.depth_range)\r\n this_area_data_SHAPE.Depth = validateNumberRange_old(\r\n this_area_data_SHAPE.Depth,\r\n COMMON.replaceVariables(this_area_data, design_option.depth_range)\r\n );\r\n if (design_option?.height_range)\r\n this_area_data_SHAPE.Height = validateNumberRange_old(\r\n this_area_data_SHAPE.Height,\r\n COMMON.replaceVariables(this_area_data, design_option.height_range)\r\n );\r\n if (design_option?.pitch_range) {\r\n // Min pitch with Skylights updated to 3 instead of 2.\r\n let min_pitch = Number(this_area_data[BASIC_SPECS_SECTIONS.ROOF_SHEETING]?.RoofSheetData?.min_pitch);\r\n if (\r\n (this_area_data[BASIC_SPECS_SECTIONS.ROOF_SHEETING]?.RoofType.includes(\"TL5\") ||\r\n this_area_data[BASIC_SPECS_SECTIONS.ROOF_SHEETING]?.RoofType.includes(\"TRIMDEK\")) &&\r\n this_area_data[BASIC_SPECS_SECTIONS.SKYLIGHTS].length > 0\r\n ) {\r\n min_pitch = 3;\r\n }\r\n\r\n const is_neg = this_area_data_SHAPE.RoofPitch < 0;\r\n let designPitch = COMMON.replaceVariables(this_area_data, design_option.pitch_range);\r\n\r\n // validateNumberRange_old expects a object\r\n if (typeof design_option.pitch_range === \"string\")\r\n designPitch = { [design_option.pitch_range.split(\": \")[0]]: design_option.pitch_range.split(\": \")[1] };\r\n\r\n this_area_data_SHAPE.RoofPitch = validateNumberRange_old(Math.abs(this_area_data_SHAPE.RoofPitch), designPitch);\r\n\r\n if (min_pitch && Math.abs(this_area_data_SHAPE.RoofPitch) < min_pitch)\r\n this_area_data_SHAPE.RoofPitch = Number(min_pitch);\r\n if (is_neg) this_area_data_SHAPE.RoofPitch = -this_area_data_SHAPE.RoofPitch;\r\n }\r\n\r\n //validate Cutouts\r\n\r\n if (this_area_data_SHAPE.CUTOUTS[\"BackMid-CutoutType\"] === \"Box\") {\r\n this_area_data_SHAPE.CUTOUTS[\"BackMid-WidthD\"] = 0;\r\n } else if (\r\n this_area_data_SHAPE.CUTOUTS[\"BackMid-CutoutType\"] === \"Bay\" &&\r\n this_area_data_SHAPE.CUTOUTS[\"BackMid-WidthD\"] === 0\r\n ) {\r\n this_area_data_SHAPE.CUTOUTS[\"BackMid-WidthD\"] = this_area_data_SHAPE.CUTOUTS[\"BackMid-WidthY\"] / 2;\r\n }\r\n\r\n const areas = [\"BackLeft\", \"BackRight\", \"FrontLeft\", \"FrontRight\"];\r\n for (let area of areas) {\r\n let this_cutout = this_area_data_SHAPE.CUTOUTS[area + \"-CutoutType\"];\r\n if (this_cutout && this_cutout === \"Custom\") {\r\n if (!this_area_data_SHAPE?.CUTOUTS?.[area + \"-CustomNumSegments\"])\r\n this_area_data_SHAPE.CUTOUTS[area + \"-CustomNumSegments\"] = 3;\r\n let num_segments = toNumber(this_area_data_SHAPE.CUTOUTS[area + \"-CustomNumSegments\"]);\r\n for (var i = 1; i < num_segments + 1; i++) {\r\n let section = area + \"-\" + i;\r\n if (this_area_data_SHAPE?.CUTOUTS?.[section + \"-CustomPoint\"] === undefined) {\r\n let default_x = 300;\r\n let default_y = 100 * i;\r\n\r\n if (area === \"FrontLeft\") default_y = -default_y;\r\n if (area === \"BackRight\") default_y = -default_y;\r\n\r\n this_area_data_SHAPE.CUTOUTS[section + \"-CustomPoint\"] = \"(\" + default_x + \",\" + default_y + \")\";\r\n }\r\n if (this_area_data_SHAPE?.CUTOUTS?.[section + \"-CustomHasBeam\"] === undefined)\r\n this_area_data_SHAPE.CUTOUTS[section + \"-CustomHasBeam\"] = 1;\r\n if (this_area_data_SHAPE?.CUTOUTS?.[section + \"-CustomHasGutter\"] === undefined)\r\n this_area_data_SHAPE.CUTOUTS[section + \"-CustomHasGutter\"] = 1;\r\n if (this_area_data_SHAPE?.CUTOUTS?.[section + \"-CustomHasPosts\"] === undefined)\r\n this_area_data_SHAPE.CUTOUTS[section + \"-CustomHasPosts\"] = 1;\r\n }\r\n }\r\n if (this_cutout && this_cutout !== \"None\") {\r\n //validate cutout overhangs\r\n let this_cutout_oh = this_area_data_SHAPE.CUTOUTS[area + \"-Overhang\"];\r\n\r\n console.log(\"cutout\", area, design_option?.overhang_front_range, this_cutout_oh);\r\n\r\n //overhang_front_range is now used for BACK and FRONT\r\n if (design_option?.overhang_front_range)\r\n this_area_data_SHAPE.CUTOUTS[area + \"-Overhang\"] = validateNumberRange_old(\r\n this_cutout_oh,\r\n COMMON.replaceVariables(this_area_data, design_option.overhang_front_range)\r\n );\r\n\r\n let min_front_overhang =\r\n this_area_data?.[BASIC_SPECS_SECTIONS.ROOF_SHEETING]?.RoofSheetData?.min_front_overhang;\r\n\r\n if (min_front_overhang !== undefined && this_cutout_oh < min_front_overhang)\r\n this_area_data_SHAPE.CUTOUTS[area + \"-Overhang\"] = min_front_overhang;\r\n\r\n console.log(\"cutout\", area, design_option?.overhang_front_range, this_cutout_oh, this_area_data_SHAPE);\r\n\r\n if (this_area_data_SHAPE.CUTOUTS[area + \"-WidthX\"] < 0)\r\n this_area_data_SHAPE.CUTOUTS[area + \"-WidthX\"] = 500;\r\n if (this_area_data_SHAPE.CUTOUTS[area + \"-WidthY\"] < 0)\r\n this_area_data_SHAPE.CUTOUTS[area + \"-WidthY\"] = 500;\r\n if (this_area_data_SHAPE.CUTOUTS[area + \"-WidthD\"] < 0)\r\n this_area_data_SHAPE.CUTOUTS[area + \"-WidthD\"] = 500;\r\n }\r\n }\r\n\r\n if (secondCheck) {\r\n // this area depth\r\n\r\n let roofsheet_data = this_area_data[BASIC_SPECS_SECTIONS.ROOF_SHEETING];\r\n\r\n // limit single span\r\n // if (\r\n // this_area_data.SHAPE.DesignType === CONFIG.DESIGN_TYPES.FLAT &&\r\n // this_area_data[BASIC_SPECS_SECTIONS.ROOF_SHEETING]?.RoofSheetData?.single_span_only\r\n // ) {\r\n // let beam_width = window.LYSAGHT ? 50 : 65;\r\n // let span = this_area_data.SHAPE.Depth;\r\n // if (this_area_data_SHAPE.DesignSubType === \"Parallel\") span = this_area_data.SHAPE.Length;\r\n // if (span && span > 1000) {\r\n // let max_span = roofsheet_data?.RoofSheetData?.max_internal_span;\r\n\r\n // console.log(\"span\", span - beam_width - beam_width, max_span);\r\n // if (max_span && span - beam_width - beam_width > max_span) {\r\n // this_area_data.SHAPE.Depth = roofsheet_data?.RoofSheetData?.max_internal_span + beam_width;\r\n // }\r\n // }\r\n // }\r\n }\r\n\r\n this_area_data_SHAPE.HasFullTaperWaterShed = this_area_data?.META?.HasFullTaperWaterShed\r\n ? this_area_data?.META?.HasFullTaperWaterShed()\r\n : false;\r\n\r\n this_area_data[BASIC_SPECS_SECTIONS.SHAPE] = this_area_data_SHAPE;\r\n\r\n return job;\r\n};\r\n\r\nexport const validateAreaShape_Overhangs = (config, job, areaIndex) => {\r\n let this_area_data = job.AreaSpecifications[areaIndex];\r\n let this_area_data_SHAPE = this_area_data[BASIC_SPECS_SECTIONS.SHAPE];\r\n let next_area_data = job.AreaSpecifications?.[areaIndex + 1];\r\n let design_option = config?.design_options?.[this_area_data.SHAPE.DesignType];\r\n\r\n let site = job?.SiteParameters;\r\n let ExistingStructure = site?.ExistingStructure;\r\n\r\n let is_flat = this_area_data.SHAPE.DesignType === CONFIG.DESIGN_TYPES.FLAT;\r\n let is_pitched = this_area_data.SHAPE.DesignType === CONFIG.DESIGN_TYPES.PITCHED;\r\n let is_portal = this_area_data.SHAPE.DesignType === CONFIG.DESIGN_TYPES.GABLE_PORTAL;\r\n\r\n // VALIDATE FOR DESIGN TYPE LEGACY ADJUSTMENTS\r\n\r\n if (is_flat) {\r\n if (this_area_data_SHAPE.OH_Front > 0 && this_area_data_SHAPE.OH_Front_Sheet === 0) {\r\n this_area_data_SHAPE.OH_Front_Sheet = this_area_data_SHAPE.OH_Front;\r\n }\r\n this_area_data_SHAPE.OH_Front = 0;\r\n\r\n if (this_area_data_SHAPE.OH_Back > 0 && this_area_data_SHAPE.OH_Back_Sheet === 0) {\r\n this_area_data_SHAPE.OH_Back_Sheet = this_area_data_SHAPE.OH_Back;\r\n }\r\n this_area_data_SHAPE.OH_Back = 0;\r\n\r\n if (this_area_data_SHAPE.OH_Left > 0 && this_area_data_SHAPE.OH_Left_Sheet === 0) {\r\n this_area_data_SHAPE.OH_Left_Sheet = this_area_data_SHAPE.OH_Left;\r\n }\r\n this_area_data_SHAPE.OH_Left = 0;\r\n\r\n if (this_area_data_SHAPE.OH_Right > 0 && this_area_data_SHAPE.OH_Right_Sheet === 0) {\r\n this_area_data_SHAPE.OH_Right_Sheet = this_area_data_SHAPE.OH_Right;\r\n }\r\n this_area_data_SHAPE.OH_Right = 0;\r\n }\r\n\r\n //MAX OFFERING BASE OVERHANG RANGE\r\n\r\n if (design_option?.overhang_left_range)\r\n this_area_data_SHAPE.OH_Left_Sheet = validateNumberRange_old(\r\n this_area_data_SHAPE.OH_Left_Sheet,\r\n COMMON.replaceVariables(this_area_data, design_option.overhang_left_range)\r\n );\r\n if (design_option?.overhang_right_range)\r\n this_area_data_SHAPE.OH_Right_Sheet = validateNumberRange_old(\r\n this_area_data_SHAPE.OH_Right_Sheet,\r\n COMMON.replaceVariables(this_area_data, design_option.overhang_right_range)\r\n );\r\n if (design_option?.overhang_front_range)\r\n this_area_data_SHAPE.OH_Front_Sheet = validateNumberRange_old(\r\n this_area_data_SHAPE.OH_Front_Sheet,\r\n COMMON.replaceVariables(this_area_data, design_option.overhang_front_range)\r\n );\r\n if (design_option?.overhang_back_range)\r\n this_area_data_SHAPE.OH_Back_Sheet = validateNumberRange_old(\r\n this_area_data_SHAPE.OH_Back_Sheet,\r\n COMMON.replaceVariables(this_area_data, design_option.overhang_back_range)\r\n );\r\n\r\n //MAX OFFERING ROOFSHEET OVERHANG\r\n\r\n let max_overhang_roofsheet = this_area_data?.[BASIC_SPECS_SECTIONS.ROOF_SHEETING]?.RoofSheetData?.max_overhang;\r\n // console.log(\"max_overhang_roofsheet\", max_overhang_roofsheet);\r\n if (max_overhang_roofsheet !== undefined) {\r\n if (this_area_data.SHAPE.SheetDirection === \"Left\" || this_area_data.SHAPE.SheetDirection === \"Right\") {\r\n if (this_area_data_SHAPE.OH_Left_Sheet > max_overhang_roofsheet)\r\n this_area_data_SHAPE.OH_Left_Sheet = max_overhang_roofsheet;\r\n if (this_area_data_SHAPE.OH_Right_Sheet > max_overhang_roofsheet)\r\n this_area_data_SHAPE.OH_Right_Sheet = max_overhang_roofsheet;\r\n } else {\r\n if (this_area_data_SHAPE.OH_Front_Sheet > max_overhang_roofsheet)\r\n this_area_data_SHAPE.OH_Front_Sheet = max_overhang_roofsheet;\r\n if (this_area_data_SHAPE.OH_Back_Sheet > max_overhang_roofsheet)\r\n this_area_data_SHAPE.OH_Back_Sheet = max_overhang_roofsheet;\r\n }\r\n }\r\n\r\n //MIN FRONT OVERHANG\r\n\r\n let min_front_overhang = this_area_data?.[BASIC_SPECS_SECTIONS.ROOF_SHEETING]?.RoofSheetData?.min_front_overhang;\r\n let maxFrontBackEndSpan =\r\n this_area_data?.[BASIC_SPECS_SECTIONS.ROOF_SHEETING]?.RoofSheetData?.max_frontback_end_span;\r\n\r\n if (min_front_overhang !== undefined) {\r\n if (\r\n this_area_data.SHAPE.SheetDirection === \"Front\" ||\r\n this_area_data.SHAPE.SheetDirection === \"Back\" ||\r\n is_portal\r\n ) {\r\n if (this_area_data_SHAPE.OH_Front_Sheet < min_front_overhang)\r\n this_area_data_SHAPE.OH_Front_Sheet =\r\n maxFrontBackEndSpan < min_front_overhang ? maxFrontBackEndSpan : min_front_overhang;\r\n if (this_area_data_SHAPE.OH_Back_Sheet < min_front_overhang)\r\n this_area_data_SHAPE.OH_Back_Sheet =\r\n maxFrontBackEndSpan < min_front_overhang ? maxFrontBackEndSpan : min_front_overhang;\r\n } else if (this_area_data.SHAPE.SheetDirection === \"Left\" || this_area_data.SHAPE.SheetDirection === \"Right\") {\r\n if (this_area_data_SHAPE.OH_Left_Sheet < min_front_overhang)\r\n this_area_data_SHAPE.OH_Left_Sheet = min_front_overhang;\r\n\r\n if (this_area_data_SHAPE.OH_Right_Sheet < min_front_overhang)\r\n this_area_data_SHAPE.OH_Right_Sheet = min_front_overhang;\r\n }\r\n }\r\n\r\n // MIN SIDE OVERHANG\r\n let min_side_overhang = this_area_data?.[BASIC_SPECS_SECTIONS.ROOF_SHEETING]?.RoofSheetData?.min_side_overhang;\r\n\r\n if (min_side_overhang !== undefined) {\r\n if (\r\n this_area_data.SHAPE.SheetDirection === \"Front\" ||\r\n this_area_data.SHAPE.SheetDirection === \"Back\" ||\r\n is_portal\r\n ) {\r\n if (this_area_data_SHAPE.OH_Left_Sheet < min_side_overhang)\r\n this_area_data_SHAPE.OH_Left_Sheet = min_side_overhang;\r\n if (this_area_data_SHAPE.OH_Right_Sheet < min_side_overhang)\r\n this_area_data_SHAPE.OH_Right_Sheet = min_side_overhang;\r\n } else {\r\n if (this_area_data_SHAPE.OH_Front_Sheet < min_side_overhang)\r\n this_area_data_SHAPE.OH_Front_Sheet = min_side_overhang;\r\n if (this_area_data_SHAPE.OH_Back_Sheet < min_side_overhang)\r\n this_area_data_SHAPE.OH_Back_Sheet = min_side_overhang;\r\n }\r\n }\r\n\r\n // MAX SIDE OVERHANG\r\n let max_side_overhang = this_area_data?.[BASIC_SPECS_SECTIONS.ROOF_SHEETING]?.RoofSheetData?.max_side_overhang;\r\n let max_portal_gable_side_OH = design_option?.max_frame_overhang ? design_option?.max_frame_overhang : 1200;\r\n\r\n if (max_side_overhang !== undefined) {\r\n if (\r\n this_area_data.SHAPE.SheetDirection === \"Front\" ||\r\n this_area_data.SHAPE.SheetDirection === \"Back\" ||\r\n is_portal\r\n ) {\r\n if (is_portal) {\r\n if (this_area_data_SHAPE.OH_Left > max_portal_gable_side_OH)\r\n this_area_data_SHAPE.OH_Left = max_portal_gable_side_OH;\r\n if (this_area_data_SHAPE.OH_Right > max_portal_gable_side_OH)\r\n this_area_data_SHAPE.OH_Right = max_portal_gable_side_OH;\r\n }\r\n\r\n if (this_area_data_SHAPE.OH_Left_Sheet > max_side_overhang)\r\n this_area_data_SHAPE.OH_Left_Sheet = max_side_overhang;\r\n if (this_area_data_SHAPE.OH_Right_Sheet > max_side_overhang)\r\n this_area_data_SHAPE.OH_Right_Sheet = max_side_overhang;\r\n } else {\r\n if (this_area_data_SHAPE.OH_Front_Sheet > max_side_overhang)\r\n this_area_data_SHAPE.OH_Front_Sheet = max_side_overhang;\r\n if (this_area_data_SHAPE.OH_Back_Sheet > max_side_overhang)\r\n this_area_data_SHAPE.OH_Back_Sheet = max_side_overhang;\r\n }\r\n }\r\n\r\n //CUTOUT OVERHANGS - TAPERS\r\n\r\n if (this_area_data.META.FrontState.IsFullTaper) {\r\n this_area_data_SHAPE.OH_Front = 0;\r\n this_area_data_SHAPE.OH_Front_Sheet = 0;\r\n }\r\n if (this_area_data.META.BackState.IsFullTaper) {\r\n this_area_data_SHAPE.OH_Back = 0;\r\n this_area_data_SHAPE.OH_Back_Sheet = 0;\r\n }\r\n\r\n //CUTOUT OVERHANGS\r\n\r\n let cutout_min_front_overhang = min_front_overhang;\r\n let cutout_min_side_overhang = min_side_overhang;\r\n let cutout_max_overhang_roofsheet = max_overhang_roofsheet;\r\n let cutout_max_side_overhang = max_side_overhang;\r\n\r\n if (\r\n is_flat &&\r\n (this_area_data.SHAPE.SheetDirection === \"Left\" || this_area_data.SHAPE.SheetDirection === \"Right\")\r\n ) {\r\n cutout_min_front_overhang = min_side_overhang;\r\n cutout_min_side_overhang = min_front_overhang;\r\n cutout_max_overhang_roofsheet = max_side_overhang;\r\n cutout_max_side_overhang = max_overhang_roofsheet;\r\n }\r\n\r\n if (\r\n this_area_data.SHAPE.CUTOUTS[\"FrontLeft-CutoutType\"] !== \"None\" &&\r\n toNumber(this_area_data[BASIC_SPECS_SECTIONS.SHAPE].CUTOUTS[\"FrontLeft-Overhang\"]) < cutout_min_front_overhang\r\n ) {\r\n this_area_data[BASIC_SPECS_SECTIONS.SHAPE].CUTOUTS[\"FrontLeft-Overhang\"] = cutout_min_front_overhang;\r\n }\r\n if (\r\n this_area_data.SHAPE.CUTOUTS[\"FrontRight-CutoutType\"] !== \"None\" &&\r\n toNumber(this_area_data[BASIC_SPECS_SECTIONS.SHAPE].CUTOUTS[\"FrontRight-Overhang\"]) < cutout_min_front_overhang\r\n ) {\r\n this_area_data[BASIC_SPECS_SECTIONS.SHAPE].CUTOUTS[\"FrontRight-Overhang\"] = cutout_min_front_overhang;\r\n }\r\n\r\n if (\r\n this_area_data.SHAPE.CUTOUTS[\"BackLeft-CutoutType\"] !== \"None\" &&\r\n toNumber(this_area_data[BASIC_SPECS_SECTIONS.SHAPE].CUTOUTS[\"BackLeft-Overhang\"]) < cutout_min_front_overhang\r\n ) {\r\n this_area_data[BASIC_SPECS_SECTIONS.SHAPE].CUTOUTS[\"BackLeft-Overhang\"] = cutout_min_front_overhang;\r\n }\r\n if (\r\n this_area_data.SHAPE.CUTOUTS[\"BackRight-CutoutType\"] !== \"None\" &&\r\n toNumber(this_area_data[BASIC_SPECS_SECTIONS.SHAPE].CUTOUTS[\"BackRight-Overhang\"]) < cutout_min_front_overhang\r\n ) {\r\n this_area_data[BASIC_SPECS_SECTIONS.SHAPE].CUTOUTS[\"BackRight-Overhang\"] = cutout_min_front_overhang;\r\n }\r\n\r\n if (\r\n this_area_data.SHAPE.CUTOUTS[\"FrontLeft-CutoutType\"] !== \"None\" &&\r\n toNumber(this_area_data[BASIC_SPECS_SECTIONS.SHAPE].CUTOUTS[\"FrontLeft-OverhangY\"]) < cutout_min_side_overhang\r\n ) {\r\n this_area_data[BASIC_SPECS_SECTIONS.SHAPE].CUTOUTS[\"FrontLeft-OverhangY\"] = cutout_min_side_overhang;\r\n }\r\n if (\r\n this_area_data.SHAPE.CUTOUTS[\"FrontRight-CutoutType\"] !== \"None\" &&\r\n toNumber(this_area_data[BASIC_SPECS_SECTIONS.SHAPE].CUTOUTS[\"FrontRight-OverhangY\"]) < cutout_min_side_overhang\r\n ) {\r\n this_area_data[BASIC_SPECS_SECTIONS.SHAPE].CUTOUTS[\"FrontRight-OverhangY\"] = cutout_min_side_overhang;\r\n }\r\n\r\n if (\r\n this_area_data.SHAPE.CUTOUTS[\"BackLeft-CutoutType\"] !== \"None\" &&\r\n toNumber(this_area_data[BASIC_SPECS_SECTIONS.SHAPE].CUTOUTS[\"BackLeft-OverhangY\"]) < cutout_min_side_overhang\r\n ) {\r\n this_area_data[BASIC_SPECS_SECTIONS.SHAPE].CUTOUTS[\"BackLeft-OverhangY\"] = cutout_min_side_overhang;\r\n }\r\n if (\r\n this_area_data.SHAPE.CUTOUTS[\"BackRight-CutoutType\"] !== \"None\" &&\r\n toNumber(this_area_data[BASIC_SPECS_SECTIONS.SHAPE].CUTOUTS[\"BackRight-OverhangY\"]) < cutout_min_side_overhang\r\n ) {\r\n this_area_data[BASIC_SPECS_SECTIONS.SHAPE].CUTOUTS[\"BackRight-OverhangY\"] = cutout_min_side_overhang;\r\n }\r\n\r\n if (\r\n this_area_data.SHAPE.CUTOUTS[\"FrontLeft-CutoutType\"] !== \"None\" &&\r\n toNumber(this_area_data[BASIC_SPECS_SECTIONS.SHAPE].CUTOUTS[\"FrontLeft-Overhang\"]) >\r\n cutout_max_overhang_roofsheet\r\n ) {\r\n this_area_data[BASIC_SPECS_SECTIONS.SHAPE].CUTOUTS[\"FrontLeft-Overhang\"] = cutout_max_overhang_roofsheet;\r\n }\r\n if (\r\n this_area_data.SHAPE.CUTOUTS[\"FrontRight-CutoutType\"] !== \"None\" &&\r\n toNumber(this_area_data[BASIC_SPECS_SECTIONS.SHAPE].CUTOUTS[\"FrontRight-Overhang\"]) >\r\n cutout_max_overhang_roofsheet\r\n ) {\r\n this_area_data[BASIC_SPECS_SECTIONS.SHAPE].CUTOUTS[\"FrontRight-Overhang\"] = cutout_max_overhang_roofsheet;\r\n }\r\n\r\n if (\r\n this_area_data.SHAPE.CUTOUTS[\"BackLeft-CutoutType\"] !== \"None\" &&\r\n toNumber(this_area_data[BASIC_SPECS_SECTIONS.SHAPE].CUTOUTS[\"BackLeft-Overhang\"]) >\r\n cutout_max_overhang_roofsheet\r\n ) {\r\n this_area_data[BASIC_SPECS_SECTIONS.SHAPE].CUTOUTS[\"BackLeft-Overhang\"] = cutout_max_overhang_roofsheet;\r\n }\r\n if (\r\n this_area_data.SHAPE.CUTOUTS[\"BackRight-CutoutType\"] !== \"None\" &&\r\n toNumber(this_area_data[BASIC_SPECS_SECTIONS.SHAPE].CUTOUTS[\"BackRight-Overhang\"]) >\r\n cutout_max_overhang_roofsheet\r\n ) {\r\n this_area_data[BASIC_SPECS_SECTIONS.SHAPE].CUTOUTS[\"BackRight-Overhang\"] = cutout_max_overhang_roofsheet;\r\n }\r\n\r\n if (\r\n this_area_data.SHAPE.CUTOUTS[\"FrontLeft-CutoutType\"] !== \"None\" &&\r\n toNumber(this_area_data[BASIC_SPECS_SECTIONS.SHAPE].CUTOUTS[\"FrontLeft-OverhangY\"]) > cutout_max_side_overhang\r\n ) {\r\n this_area_data[BASIC_SPECS_SECTIONS.SHAPE].CUTOUTS[\"FrontLeft-OverhangY\"] = cutout_max_side_overhang;\r\n }\r\n if (\r\n this_area_data.SHAPE.CUTOUTS[\"FrontRight-CutoutType\"] !== \"None\" &&\r\n toNumber(this_area_data[BASIC_SPECS_SECTIONS.SHAPE].CUTOUTS[\"FrontRight-OverhangY\"]) > cutout_max_side_overhang\r\n ) {\r\n this_area_data[BASIC_SPECS_SECTIONS.SHAPE].CUTOUTS[\"FrontRight-OverhangY\"] = cutout_max_side_overhang;\r\n }\r\n\r\n if (\r\n this_area_data.SHAPE.CUTOUTS[\"BackLeft-CutoutType\"] !== \"None\" &&\r\n toNumber(this_area_data[BASIC_SPECS_SECTIONS.SHAPE].CUTOUTS[\"BackLeft-OverhangY\"]) > cutout_max_side_overhang\r\n ) {\r\n this_area_data[BASIC_SPECS_SECTIONS.SHAPE].CUTOUTS[\"BackLeft-OverhangY\"] = cutout_max_side_overhang;\r\n }\r\n if (\r\n this_area_data.SHAPE.CUTOUTS[\"BackRight-CutoutType\"] !== \"None\" &&\r\n toNumber(this_area_data[BASIC_SPECS_SECTIONS.SHAPE].CUTOUTS[\"BackRight-OverhangY\"]) > cutout_max_side_overhang\r\n ) {\r\n this_area_data[BASIC_SPECS_SECTIONS.SHAPE].CUTOUTS[\"BackRight-OverhangY\"] = cutout_max_side_overhang;\r\n }\r\n\r\n // validate overhangs vs attachments\r\n\r\n if (Number(this_area_data_SHAPE.OH_Back) > 0) {\r\n let back_attached = this_area_data?.ATTACHMENTS?.AttachmentTop === 1;\r\n let rear_paat = [];\r\n if (next_area_data && this_area_data?.SHAPE?.AREAJOIN?.JoinType === \"Offset\") {\r\n if (is_portal && this_area_data?.SHAPE?.RotateArea === 1) {\r\n if (this_area_data?.SHAPE?.AREAJOIN?.JoinOffset < 0) {\r\n if (\r\n this_area_data?.ATTACHMENTS?.AttachmentLeft === 1 &&\r\n next_area_data?.ATTACHMENTS?.AttachmentTop === 1\r\n )\r\n back_attached = true;\r\n rear_paat = [\"PAAT\"];\r\n }\r\n if (this_area_data?.SHAPE?.AREAJOIN?.JoinOffset >= 0) back_attached = false;\r\n }\r\n }\r\n\r\n if (back_attached) {\r\n let rear_attachment = ExistingStructure?.AttachmentType;\r\n if (this_area_data?.ATTACHMENTS?.AttachmentModifications) {\r\n let items = this_area_data?.ATTACHMENTS?.AttachmentModifications.filter((obj) => {\r\n return obj.Name.includes(\"Back\");\r\n });\r\n if (items.length > 0 && items[0]?.FasciaType) rear_attachment = items[0]?.FasciaType;\r\n console.log(\"rear_attachment items\", items, this_area_data?.ATTACHMENTS?.AttachmentModifications);\r\n }\r\n\r\n console.log(\"rear_attachment\", rear_attachment);\r\n if (rear_attachment.includes(\"Fascia\") && (is_pitched || is_portal)) rear_attachment = \"Beam\";\r\n\r\n if (this_area_data?.ATTACHMENTS?.PARTIAL_ATTACHMENTS && rear_paat.length === 0) {\r\n rear_paat = this_area_data?.ATTACHMENTS?.PARTIAL_ATTACHMENTS.filter((obj) => {\r\n return obj.Name.includes(\"Back\");\r\n });\r\n }\r\n\r\n if (\r\n is_flat &&\r\n (rear_attachment.includes(\"Fascia\") ||\r\n rear_attachment.includes(\"Wall\") ||\r\n rear_attachment.includes(\"Beam\"))\r\n ) {\r\n this_area_data_SHAPE.OH_Back = 0;\r\n }\r\n }\r\n }\r\n\r\n // END VALIDATE FOR DESIGN TYPE\r\n if (is_portal) {\r\n if (this_area_data_SHAPE.OH_Front > 0) {\r\n this_area_data_SHAPE.OH_Front_Sheet = this_area_data_SHAPE.OH_Front;\r\n this_area_data_SHAPE.OH_Front = 0;\r\n } else {\r\n this_area_data_SHAPE.OH_Front = 0;\r\n }\r\n\r\n if (this_area_data_SHAPE.OH_Back > 0) {\r\n this_area_data_SHAPE.OH_Back_Sheet = this_area_data_SHAPE.OH_Back;\r\n this_area_data_SHAPE.OH_Back = 0;\r\n } else {\r\n this_area_data_SHAPE.OH_Back = 0;\r\n }\r\n }\r\n\r\n return job;\r\n};\r\n\r\nexport const validateGableParameters = (config, job, areaIndex) => {\r\n let this_area_data = job.AreaSpecifications[areaIndex];\r\n let GABLE_PARAMETERS = this_area_data[BASIC_SPECS_SECTIONS.GABLE_PARAMETERS];\r\n\r\n let is_flat = false;\r\n let is_pitched = false;\r\n let is_portal = false;\r\n\r\n if (this_area_data.SHAPE.DesignType === CONFIG.DESIGN_TYPES.FLAT) is_flat = true;\r\n if (this_area_data.SHAPE.DesignType === CONFIG.DESIGN_TYPES.PITCHED) is_pitched = true;\r\n if (this_area_data.SHAPE.DesignType === CONFIG.DESIGN_TYPES.GABLE_PORTAL) is_portal = true;\r\n\r\n const infill_types = config.infill_types;\r\n const colour_arrays = config.colour_arrays;\r\n\r\n let design_option = config?.design_options?.[this_area_data.SHAPE.DesignType];\r\n\r\n if (\r\n GABLE_PARAMETERS.TrussInfill1 !== \"None\" &&\r\n GABLE_PARAMETERS.TrussInfill1 !== \"No Beams\" &&\r\n !design_option?.infill_options.includes(GABLE_PARAMETERS.TrussInfill1)\r\n ) {\r\n if (design_option?.infill_default) GABLE_PARAMETERS.TrussInfill1 = design_option.infill_default;\r\n if (!design_option?.infill_options.includes(GABLE_PARAMETERS.TrussInfill1))\r\n GABLE_PARAMETERS.TrussInfill1 = \"None\";\r\n }\r\n\r\n if (\r\n GABLE_PARAMETERS.TrussInfill2 !== \"None\" &&\r\n GABLE_PARAMETERS.TrussInfill2 !== \"No Beams\" &&\r\n !design_option?.infill_options.includes(GABLE_PARAMETERS.TrussInfill2)\r\n ) {\r\n if (design_option?.infill_default) GABLE_PARAMETERS.TrussInfill2 = design_option.infill_default;\r\n if (!design_option?.infill_options.includes(GABLE_PARAMETERS.TrussInfill2))\r\n GABLE_PARAMETERS.TrussInfill2 = \"None\";\r\n }\r\n\r\n let selectedInfillFront = infill_types?.[GABLE_PARAMETERS.TrussInfill1];\r\n let selectedInfillBack = infill_types?.[GABLE_PARAMETERS.TrussInfill2];\r\n\r\n if (GABLE_PARAMETERS.InfillBeamType === \"656508\") GABLE_PARAMETERS.InfillBeamType = \"656510\";\r\n\r\n if (!selectedInfillFront) {\r\n for (let key in infill_types) {\r\n if (infill_types[key]?.alt_names)\r\n for (let alt_name of infill_types[key].alt_names) {\r\n if (GABLE_PARAMETERS.TrussInfill1 === alt_name) {\r\n GABLE_PARAMETERS.TrussInfill1 = key;\r\n selectedInfillFront = infill_types[key];\r\n }\r\n }\r\n }\r\n }\r\n\r\n if (!selectedInfillBack) {\r\n for (let key in infill_types) {\r\n if (infill_types[key]?.alt_names)\r\n for (let alt_name of infill_types[key].alt_names) {\r\n if (GABLE_PARAMETERS.TrussInfill2 === alt_name) {\r\n GABLE_PARAMETERS.TrussInfill2 = key;\r\n selectedInfillBack = infill_types[key];\r\n }\r\n }\r\n }\r\n }\r\n\r\n // TrussInfillColour1\r\n let valid_colours = COMMON.GetColourArray(selectedInfillFront?.colours, colour_arrays);\r\n if (\r\n valid_colours &&\r\n (!GABLE_PARAMETERS.TrussInfillColour1 || !valid_colours.includes(GABLE_PARAMETERS.TrussInfillColour1))\r\n ) {\r\n if (selectedInfillFront?.default_colour) {\r\n GABLE_PARAMETERS.TrussInfillColour1 = selectedInfillFront.default_colour;\r\n } else if (valid_colours.length === 1) {\r\n GABLE_PARAMETERS.TrussInfillColour1 = valid_colours[0];\r\n }\r\n if (!valid_colours.includes(GABLE_PARAMETERS.TrussInfillColour1))\r\n GABLE_PARAMETERS.TrussInfillColour1 = valid_colours[0];\r\n }\r\n\r\n if (!selectedInfillFront?.allow_display_colour) GABLE_PARAMETERS.TrussInfillDisplayColour1 = null;\r\n else if (GABLE_PARAMETERS.TrussInfillDisplayColour1 === null)\r\n GABLE_PARAMETERS.TrussInfillDisplayColour1 = \"#ffffff\";\r\n GABLE_PARAMETERS.TrussInfillTexture1 = selectedInfillFront?.texture ? selectedInfillFront?.texture : null;\r\n\r\n if (GABLE_PARAMETERS.TrussInfill1 === \"No Beams\") {\r\n GABLE_PARAMETERS.HasInfillBeam1 = 0;\r\n if (\r\n is_portal &&\r\n this_area_data.META?.LeftState?.HasAttachment &&\r\n this_area_data.META?.LeftState?.AttachmentType === \"Wall\"\r\n ) {\r\n if (this_area_data.META?.LeftState?.AttachmentVariation.includes(\"Timber\")) {\r\n GABLE_PARAMETERS.HasInfillBeam1 = 1;\r\n } else if (this_area_data[BASIC_SPECS_SECTIONS.SHAPE].Depth >= 5000) {\r\n GABLE_PARAMETERS.HasInfillBeam1 = 1;\r\n }\r\n }\r\n } else {\r\n GABLE_PARAMETERS.HasInfillBeam1 = 1;\r\n }\r\n\r\n // TrussInfillColour2\r\n valid_colours = COMMON.GetColourArray(selectedInfillBack?.colours, colour_arrays);\r\n if (\r\n valid_colours &&\r\n (!GABLE_PARAMETERS.TrussInfillColour2 || !valid_colours.includes(GABLE_PARAMETERS.TrussInfillColour2))\r\n ) {\r\n if (selectedInfillBack?.default_colour) {\r\n GABLE_PARAMETERS.TrussInfillColour2 = selectedInfillBack.default_colour;\r\n } else if (valid_colours.length === 1) {\r\n GABLE_PARAMETERS.TrussInfillColour2 = valid_colours[0];\r\n }\r\n if (!valid_colours.includes(GABLE_PARAMETERS.TrussInfillColour2))\r\n GABLE_PARAMETERS.TrussInfillColour2 = valid_colours[0];\r\n }\r\n if (!selectedInfillBack?.allow_display_colour) GABLE_PARAMETERS.TrussInfillDisplayColour2 = null;\r\n else if (GABLE_PARAMETERS.TrussInfillDisplayColour2 === null)\r\n GABLE_PARAMETERS.TrussInfillDisplayColour2 = \"#ffffff\";\r\n GABLE_PARAMETERS.TrussInfillTexture2 = selectedInfillBack?.texture ? selectedInfillBack?.texture : null;\r\n\r\n if (GABLE_PARAMETERS.TrussInfill2 === \"No Beams\") {\r\n GABLE_PARAMETERS.HasInfillBeam2 = 0;\r\n if (\r\n is_portal &&\r\n this_area_data.META?.RightState?.HasAttachment &&\r\n this_area_data.META?.RightState?.AttachmentType === \"Wall\"\r\n ) {\r\n if (this_area_data.META?.RightState?.AttachmentVariation.includes(\"Timber\")) {\r\n GABLE_PARAMETERS.HasInfillBeam2 = 1;\r\n } else if (this_area_data[BASIC_SPECS_SECTIONS.SHAPE].Depth >= 5000) {\r\n GABLE_PARAMETERS.HasInfillBeam2 = 1;\r\n }\r\n }\r\n } else {\r\n GABLE_PARAMETERS.HasInfillBeam2 = 1;\r\n }\r\n\r\n let colourMatch = {\r\n \"Match Rafter\": this_area_data?.[BASIC_SPECS_SECTIONS.BEAMS_AND_POSTS]?.BeamCol1,\r\n };\r\n\r\n if (!GABLE_PARAMETERS.InfillFlashingColourMatch1)\r\n GABLE_PARAMETERS.InfillFlashingColourMatch1 = GABLE_PARAMETERS.InfillFlashingColour1;\r\n if (colourMatch && GABLE_PARAMETERS.InfillFlashingColourMatch1 in colourMatch) {\r\n GABLE_PARAMETERS.InfillFlashingColour1 = colourMatch[GABLE_PARAMETERS.InfillFlashingColourMatch1];\r\n } else {\r\n GABLE_PARAMETERS.InfillFlashingColour1 = GABLE_PARAMETERS.InfillFlashingColourMatch1;\r\n }\r\n\r\n if (!GABLE_PARAMETERS.InfillFlashingColourMatch2)\r\n GABLE_PARAMETERS.InfillFlashingColourMatch2 = GABLE_PARAMETERS.InfillFlashingColour2;\r\n if (colourMatch && GABLE_PARAMETERS.InfillFlashingColourMatch2 in colourMatch) {\r\n GABLE_PARAMETERS.InfillFlashingColour2 = colourMatch[GABLE_PARAMETERS.InfillFlashingColourMatch2];\r\n } else {\r\n GABLE_PARAMETERS.InfillFlashingColour2 = GABLE_PARAMETERS.InfillFlashingColourMatch2;\r\n }\r\n\r\n let infill_beam_options = [\"656510\", \"1086510\", \"1586510\"];\r\n if (design_option?.infill_beam?.options) {\r\n infill_beam_options = design_option?.infill_beam?.options;\r\n }\r\n if (\r\n design_option?.infill_beam?.section_default &&\r\n !infill_beam_options.includes(this_area_data[BASIC_SPECS_SECTIONS.GABLE_PARAMETERS].InfillBeamType)\r\n ) {\r\n this_area_data[BASIC_SPECS_SECTIONS.GABLE_PARAMETERS].InfillBeamType =\r\n design_option?.infill_beam?.section_default;\r\n }\r\n\r\n if (this_area_data[BASIC_SPECS_SECTIONS.GABLE_PARAMETERS].InfillBeamType === \"656510\") {\r\n if (this_area_data[BASIC_SPECS_SECTIONS.GUTTERS_AND_DOWNPIPES].GutterL > 0)\r\n this_area_data[BASIC_SPECS_SECTIONS.GABLE_PARAMETERS].InfillBeamType = \"1086510\";\r\n if (this_area_data[BASIC_SPECS_SECTIONS.GUTTERS_AND_DOWNPIPES].GutterR > 0)\r\n this_area_data[BASIC_SPECS_SECTIONS.GABLE_PARAMETERS].InfillBeamType = \"1086510\";\r\n if (this_area_data[BASIC_SPECS_SECTIONS.SHAPE].Depth >= 4500)\r\n this_area_data[BASIC_SPECS_SECTIONS.GABLE_PARAMETERS].InfillBeamType = \"1086510\";\r\n }\r\n\r\n if (window.LYSAGHT) {\r\n if (this_area_data[BASIC_SPECS_SECTIONS.BEAMS_AND_POSTS].CollarTie === 1)\r\n GABLE_PARAMETERS.DownlightFlashing = 0;\r\n\r\n this_area_data[BASIC_SPECS_SECTIONS.GABLE_PARAMETERS].InfillBeamType =\r\n this_area_data?.[BASIC_SPECS_SECTIONS.BEAMS_AND_POSTS].BeamType3;\r\n\r\n // GABLE_PARAMETERS.InfillEndAlign1 = 1;\r\n // GABLE_PARAMETERS.InfillEndAlign2 = 1;\r\n GABLE_PARAMETERS.InfillOnTopBeam1 = \"\";\r\n GABLE_PARAMETERS.InfillOnTopBeam2 = \"\";\r\n GABLE_PARAMETERS.DutchGableBeamInset = 1;\r\n GABLE_PARAMETERS.DutchGablePosition = 0.2;\r\n GABLE_PARAMETERS.DutchGableBeamInsetPosition = 0.6;\r\n GABLE_PARAMETERS.DutchGableCollarTieBeam = \"FL15015\";\r\n if (this_area_data?.[BASIC_SPECS_SECTIONS.BEAMS_AND_POSTS]?.CollarTie === 1) {\r\n GABLE_PARAMETERS.DutchGableCollarTieBeam =\r\n this_area_data?.[BASIC_SPECS_SECTIONS.BEAMS_AND_POSTS]?.CollarTieBeam;\r\n }\r\n\r\n GABLE_PARAMETERS.GableRidgeBackChannel = false;\r\n } else {\r\n if (this_area_data.BEAMS_AND_POSTS.HasRidgeBeam === 0) {\r\n // GABLE_PARAMETERS.InfillEndAlign1 = 0;\r\n // GABLE_PARAMETERS.InfillEndAlign2 = 0;\r\n } else {\r\n GABLE_PARAMETERS.InfillEndAlign1 = 1;\r\n GABLE_PARAMETERS.InfillEndAlign2 = 1;\r\n }\r\n\r\n let job_attachment = job?.SiteParameters?.ExistingStructure?.AttachmentType;\r\n\r\n GABLE_PARAMETERS.InfillOnTopBeam1 = \"\";\r\n GABLE_PARAMETERS.InfillOnTopBeam2 = \"\";\r\n\r\n if (is_portal) {\r\n if (\r\n this_area_data.META?.LeftState?.HasAttachment &&\r\n this_area_data[BASIC_SPECS_SECTIONS.GABLE_PARAMETERS].TrussInfill1 != \"None\" &&\r\n this_area_data[BASIC_SPECS_SECTIONS.SHAPE].RoofType1 == \"Gable\" &&\r\n (this_area_data.META?.LeftState?.AttachmentType.toUpperCase().includes(\"FASCIA\") ||\r\n this_area_data.META?.LeftState?.AttachmentType.toUpperCase().includes(\"BEAM\"))\r\n ) {\r\n GABLE_PARAMETERS.InfillOnTopBeam1 = \"656510\";\r\n }\r\n if (\r\n this_area_data.META?.RightState?.HasAttachment &&\r\n this_area_data[BASIC_SPECS_SECTIONS.GABLE_PARAMETERS].TrussInfill2 != \"None\" &&\r\n this_area_data[BASIC_SPECS_SECTIONS.SHAPE].RoofType2 == \"Gable\" &&\r\n (this_area_data.META?.RightState?.AttachmentType.toUpperCase().includes(\"FASCIA\") ||\r\n this_area_data.META?.RightState?.AttachmentType.toUpperCase().includes(\"BEAM\"))\r\n ) {\r\n GABLE_PARAMETERS.InfillOnTopBeam2 = \"656510\";\r\n }\r\n }\r\n\r\n GABLE_PARAMETERS.DutchGableBeamInset = 0;\r\n GABLE_PARAMETERS.DutchGablePosition = 0.25;\r\n GABLE_PARAMETERS.GableRidgeBackChannel = true;\r\n }\r\n\r\n return GABLE_PARAMETERS;\r\n};\r\n\r\nexport const validateCustomerDistributorData = (job, app = null) => {\r\n if (app !== null) {\r\n const user_data = app.user;\r\n if (job?.User.id === app.user.id) {\r\n job.User = {\r\n ...job.User,\r\n id: user_data?.id ? user_data.id : \"\",\r\n BusinessCode: user_data?.BusinessCode ? user_data.BusinessCode : \"\",\r\n Email: user_data?.Email ? user_data.Email : \"\",\r\n Phone: user_data?.Phone ? user_data.Phone : \"\",\r\n FirstName: user_data?.FirstName ? user_data.FirstName : \"\",\r\n LastName: user_data?.LastName ? user_data.LastName : \"\",\r\n DisplayName: user_data?.DisplayName ? user_data.DisplayName : \"\",\r\n };\r\n }\r\n if (job?.Distributor.id === app.user.BusinessDetails.id) {\r\n job.Distributor = COMMON.deepCopy(app.user.BusinessDetails);\r\n } else if (app.user.BusinessDetails.Children) {\r\n for (var child of app.user.BusinessDetails.Children) {\r\n if (job.Distributor.id === child.id) {\r\n job.Distributor = COMMON.deepCopy(child);\r\n }\r\n }\r\n }\r\n }\r\n if (job?.Distributor?.SalesForceData) job.Distributor.SalesForceData = null;\r\n if (job?.Distributor?.Children) job.Distributor.Children = null;\r\n if (job?.Distributor?.Offer?.offerings) job.Distributor.Offer.offerings = null;\r\n\r\n if (job?.Distributor?.Offer?.Regions?.[0]) job.POA = job?.Distributor?.Offer?.Regions?.[0];\r\n\r\n let markup_structure = job?.Distributor?.MarkupStructure;\r\n if (\r\n markup_structure &&\r\n (!job.Customer.Type || !Object.keys(markup_structure.Markups).includes(job.Customer.Type))\r\n ) {\r\n if (markup_structure?.MarkupDefault) job.Customer.Type = markup_structure.MarkupDefault;\r\n else job.Customer.Type = Object.keys(markup_structure.Markups)[0];\r\n }\r\n return job;\r\n};\r\n\r\nfunction GetKPA(wind_data, annual_exceedance_prob) {\r\n let ms = wind_data[\"critical_result\"][\"values\"][0][\"ms\"];\r\n let md = wind_data[\"critical_result\"][\"values\"][0][\"md\"];\r\n let mzcat = wind_data[\"critical_result\"][\"values\"][0][\"mzcat\"];\r\n let mt = wind_data[\"critical_result\"][\"values\"][0][\"mt\"];\r\n\r\n let vr_adjustment_factor = 1;\r\n let annual_exceedance_prob_vr = \"vr_\" + annual_exceedance_prob;\r\n if (wind_data[annual_exceedance_prob_vr] == null && annual_exceedance_prob === 50) {\r\n // if 50 not found use 100\r\n annual_exceedance_prob_vr = \"vr_100\";\r\n }\r\n if (wind_data[annual_exceedance_prob_vr] == null && annual_exceedance_prob === 200) {\r\n //simulated as per DY instructions email to KC Fri, Jul 26, 2019,\r\n vr_adjustment_factor = 0.956;\r\n annual_exceedance_prob_vr = \"vr_500\";\r\n }\r\n if (wind_data[annual_exceedance_prob_vr] == null && annual_exceedance_prob === 250) {\r\n vr_adjustment_factor = 0.956; // need to eventually get a new adjustment factor\r\n annual_exceedance_prob_vr = \"vr_500\";\r\n }\r\n\r\n return {\r\n kPa:\r\n ((0.6 * Math.pow(toNumber(wind_data[annual_exceedance_prob_vr]) * vr_adjustment_factor, 2)) / 1000) *\r\n ms *\r\n md *\r\n mzcat *\r\n mt,\r\n vr: toNumber(wind_data[annual_exceedance_prob_vr]) * vr_adjustment_factor,\r\n };\r\n\r\n //decoupled kPA from importance level and made it just a facotr of annual_exceedance_prob\r\n\r\n // if (importance === 1) {\r\n // return ((0.6 * Math.pow(toNumber(wind_data[\"vr_100\"]), 2)) / 1000) * ms * md * mzcat * mt;\r\n // } else if (importance === 2) {\r\n // return ((0.6 * Math.pow(toNumber(wind_data[\"vr_500\"]) * 0.956, 2)) / 1000) * ms * md * mzcat * mt;\r\n // } else {\r\n // return ((0.6 * Math.pow(toNumber(wind_data[\"vr_1000\"]) * 0.956, 2)) / 1000) * ms * md * mzcat * mt;\r\n // }\r\n}\r\n\r\nfunction GetWindZoneEquiv(Kpa, region, round_down = false) {\r\n let estimatedWZ = \"N/A\";\r\n let wz = \"N/A\";\r\n\r\n let upper = 999;\r\n let lower = 0;\r\n estimatedWZ = \"N/A\";\r\n\r\n if (Kpa > 4.44) {\r\n wz = \"N/A\";\r\n } else if (Kpa > 3.29) {\r\n // N6\r\n upper = 4.44;\r\n lower = 3.29;\r\n wz = 6;\r\n } else if (Kpa > 2.23) {\r\n // N5\r\n upper = 3.29;\r\n lower = 2.23;\r\n wz = 5;\r\n } else if (Kpa > 1.5) {\r\n // N4\r\n upper = 2.23;\r\n lower = 1.5;\r\n wz = 4;\r\n } else if (Kpa > 0.96) {\r\n // N3\r\n upper = 1.5;\r\n lower = 0.96;\r\n wz = 3;\r\n } else if (Kpa > 0.69) {\r\n // N2\r\n upper = 0.96;\r\n lower = 0.69;\r\n wz = 2;\r\n } else {\r\n // N1\r\n upper = 0.69;\r\n lower = 0.0;\r\n wz = 1;\r\n }\r\n\r\n if (upper >= 999) estimatedWZ = \"N/A\";\r\n else if (wz === \"N1\") estimatedWZ = \"N1\";\r\n else if (wz != \"N/A\") {\r\n let dec = ((Kpa - lower) * 10) / (upper - lower);\r\n if (dec > 9) dec = 9;\r\n if (dec < 1) dec = 1;\r\n\r\n if (region === \"C\" || region === \"D\") {\r\n wz -= 2;\r\n if (wz < 1) wz = 1;\r\n estimatedWZ = \"C\" + (wz - 1) + \".\" + dec.toFixed(0);\r\n if (wz === 1) estimatedWZ = \"C1.0\";\r\n // DES-1739 - allowance for rounding so that eg N2.5 = N2, N2.6 = N3\r\n if (round_down && wz > 1 && dec <= 5) {\r\n wz -= 1;\r\n }\r\n } else {\r\n estimatedWZ = \"N\" + (wz - 1) + \".\" + dec.toFixed(0);\r\n if (wz === 1) estimatedWZ = \"N1.0\";\r\n // DES-1739 - allowance for rounding so that eg N2.5 = N2, N2.6 = N3\r\n // console.log(\"wz\", round_down, wz, dec);\r\n if (round_down && wz > 1 && dec <= 5) {\r\n wz -= 1;\r\n } else {\r\n //allowance for N2.0935 scenarios 1.01 kPa sencarios to be equiv N2 - DY 18/5/2021\r\n if (wz === 3 && dec <= 1) {\r\n wz = 2;\r\n }\r\n }\r\n }\r\n }\r\n\r\n return [(region === \"C\" || region === \"D\" ? \"C\" : \"N\") + wz, estimatedWZ];\r\n}\r\n\r\nexport function calculate_wind_data(wind_data, vr_mode = 0, round_down = false) {\r\n let impl1_annual_exceedance_prob = vr_mode ? vr_mode : 50;\r\n let impl1_calculation = GetKPA(wind_data, impl1_annual_exceedance_prob);\r\n let impl1_wz_equiv = GetWindZoneEquiv(impl1_calculation.kPa, wind_data?.region, round_down);\r\n let impl2_annual_exceedance_prob = vr_mode ? vr_mode : 250;\r\n let impl2_calculation = GetKPA(wind_data, impl2_annual_exceedance_prob);\r\n let impl2_wz_equiv = GetWindZoneEquiv(impl2_calculation.kPa, wind_data?.region, round_down);\r\n let impl3_annual_exceedance_prob = vr_mode ? vr_mode : 500;\r\n let impl3_calculation = GetKPA(wind_data, impl3_annual_exceedance_prob);\r\n let impl3_wz_equiv = GetWindZoneEquiv(impl3_calculation.kPa, wind_data?.region, round_down);\r\n\r\n return {\r\n importance_level_1: {\r\n base_pressure: impl1_calculation.kPa,\r\n windzone_equiv: impl1_wz_equiv[0],\r\n windzone_estimate: impl1_wz_equiv[1],\r\n annual_exceedance_prob: impl1_annual_exceedance_prob,\r\n vr: impl1_calculation.vr,\r\n },\r\n importance_level_2: {\r\n base_pressure: impl2_calculation.kPa,\r\n windzone_equiv: impl2_wz_equiv[0],\r\n windzone_estimate: impl2_wz_equiv[1],\r\n annual_exceedance_prob: impl2_annual_exceedance_prob,\r\n vr: impl2_calculation.vr,\r\n },\r\n importance_level_3: {\r\n base_pressure: impl3_calculation.kPa,\r\n windzone_equiv: impl3_wz_equiv[0],\r\n windzone_estimate: impl3_wz_equiv[1],\r\n annual_exceedance_prob: impl3_annual_exceedance_prob,\r\n vr: impl3_calculation.vr,\r\n },\r\n };\r\n}\r\n\r\nconst states = [\"ACT\", \"NSW\", \"NT\", \"QLD\", \"SA\", \"TAS\", \"VIC\", \"WA\"];\r\n\r\nexport const validateSiteData = (job, config) => {\r\n if (!job?.SiteParameters?.WindData?.WindZoneAS1170?.critical) {\r\n job.SiteParameters.WindData.WindZone_UseAS1170 = false;\r\n } else {\r\n if (!job?.SiteParameters?.Address?.State) {\r\n //if state is not set, try set it from formatted string, mosy likely beacuse AddressAutoComplete PlacesService failed\r\n if (job?.SiteParameters?.Address?.FormattedAddress) {\r\n let address = job?.SiteParameters?.Address?.FormattedAddress;\r\n for (let state of states) {\r\n if (address.toUpperCase().includes(\" \" + state + \",\")) job.SiteParameters.Address.State = state;\r\n }\r\n let split = address.split(\",\");\r\n if (split[0]) {\r\n //assume first bit is street and street num\r\n job.SiteParameters.Address.Street = split[0].trim();\r\n }\r\n if (split[1]) {\r\n //assume second bit is suburb / town and state\r\n job.SiteParameters.Address.Suburb = split[1].replace(job.SiteParameters.Address.State, \"\").trim();\r\n }\r\n }\r\n }\r\n\r\n job.SiteParameters.WindData.WindZone_UseAS1170 = true;\r\n let vr_mode = job?.DesignParameters?.vr_mode ? job?.DesignParameters?.vr_mode : 0;\r\n\r\n job.SiteParameters.RoundDownWZ = config?.job_settings?.round_down_wz;\r\n\r\n job.SiteParameters.WindData.WindZoneAS1170.calculated = calculate_wind_data(\r\n job.SiteParameters.WindData.WindZoneAS1170,\r\n vr_mode,\r\n job.SiteParameters.RoundDownWZ\r\n );\r\n\r\n let importance_level = 2;\r\n if (!job?.SiteParameters?.ImportanceLevel || job?.SiteParameters?.ImportanceLevel === \"\") {\r\n if (\r\n job.DesignParameters.Freestanding &&\r\n job.SiteParameters.UseType === \"Domestic\" &&\r\n job?.SiteParameters?.WindData?.Blocking === 0\r\n )\r\n importance_level = 1;\r\n if (job.SiteParameters.UseType === \"Major Structure\") importance_level = 3;\r\n job.SiteParameters.WindData.importance_level = importance_level;\r\n job.SiteParameters.ImportanceLevel = importance_level;\r\n } else {\r\n importance_level = job.SiteParameters.ImportanceLevel;\r\n }\r\n\r\n if (job?.SiteParameters?.WindData?.Blocking > 0 && importance_level === 1) {\r\n importance_level = 2;\r\n job.SiteParameters.ImportanceLevel = 2;\r\n }\r\n\r\n let importance_level_data = job.SiteParameters?.WindData?.WindZoneAS1170?.calculated?.importance_level_2;\r\n if (importance_level === 1)\r\n importance_level_data = job.SiteParameters?.WindData?.WindZoneAS1170?.calculated?.importance_level_1;\r\n if (importance_level === 3)\r\n importance_level_data = job.SiteParameters?.WindData?.WindZoneAS1170?.calculated?.importance_level_3;\r\n\r\n if (importance_level_data) {\r\n job.SiteParameters.WindData.WindZone = importance_level_data?.windzone_equiv;\r\n }\r\n\r\n job.SiteParameters.WindData.importance_level = importance_level;\r\n\r\n if (job.SiteParameters?.WindData?.WindZoneAS1170) {\r\n if (job.SiteParameters.WindData.Blocking === 4) job.SiteParameters.WindData.Blocking = 3;\r\n\r\n job.SiteParameters.WindData.WindZoneAS1170.importance_level = importance_level;\r\n job.SiteParameters.WindData.WindZoneAS1170.blocking_factor = job.SiteParameters.WindData.Blocking;\r\n\r\n console.log(\"importance_level_data\", importance_level_data);\r\n if (importance_level_data) {\r\n job.SiteParameters.WindData.WindZoneAS1170.base_pressure =\r\n importance_level_data.base_pressure.toFixed(2);\r\n job.SiteParameters.WindData.WindZoneAS1170.annual_exceedance_prob =\r\n importance_level_data.annual_exceedance_prob;\r\n job.SiteParameters.WindData.WindZoneAS1170.vr = importance_level_data.vr;\r\n }\r\n }\r\n }\r\n\r\n if (job.DesignParameters.DeckMode === 1) {\r\n job.SiteParameters.ExistingStructure.AttachmentType = \"Wall\";\r\n job.SiteParameters.ExistingStructure.JobSummaryAttachmentText = \"Directly To Wall\";\r\n job.SiteParameters.ExistingStructure.EaveDepth = 0;\r\n } else if (job.DesignParameters.USE_ATTACHMENTS_2) {\r\n job.SiteParameters.ExistingStructure.AttachmentType = \"Timber Fascia Drop\";\r\n // For Job Summary only (report-gen)\r\n let existingStructureAttachments = new Set();\r\n for (let area of job?.AreaSpecifications) {\r\n for (let mod of area?.ATTACHMENTS?.AttachmentModifications) {\r\n if (\r\n (mod.Ref.startsWith(\"Front\") && area.ATTACHMENTS.AttachmentBottom === 1) ||\r\n (mod.Ref.startsWith(\"Back\") && area.ATTACHMENTS.AttachmentTop === 1) ||\r\n (mod.Ref.startsWith(\"Left\") && area.ATTACHMENTS.AttachmentLeft === 1) ||\r\n (mod.Ref.startsWith(\"Right\") && area.ATTACHMENTS.AttachmentRight === 1)\r\n ) {\r\n existingStructureAttachments.add({\r\n AttachmentType: mod?.AttachmentType || \"\",\r\n AttachmentVariation: mod?.AttachmentVariation || \"\",\r\n });\r\n }\r\n }\r\n }\r\n\r\n let attachmentText;\r\n let attachmentVariationText;\r\n\r\n if (existingStructureAttachments.size > 0) {\r\n if (existingStructureAttachments.size === 1) {\r\n attachmentText = existingStructureAttachments.values().next().value.AttachmentType;\r\n attachmentVariationText = existingStructureAttachments.values().next().value.AttachmentVariation;\r\n } else {\r\n attachmentText = \"Mixed\";\r\n attachmentVariationText = \"\";\r\n }\r\n } else {\r\n attachmentText = \"Not Attached (freestanding)\";\r\n attachmentVariationText = \"\";\r\n }\r\n\r\n job.SiteParameters.ExistingStructure.JobSummaryAttachmentText = attachmentText;\r\n job.SiteParameters.ExistingStructure.JobSummaryAttachmentVariationText = attachmentVariationText;\r\n }\r\n\r\n job.SiteParameters.ExistingStructure.FasciaType = job?.SiteParameters?.ExistingStructure?.AttachmentType;\r\n\r\n let spacing = job.SiteParameters?.ExistingStructure?.RoofType === \"Tile\" ? 1200 : 900;\r\n if (job.SiteParameters?.ExistingStructure?.RoofType === \"Tile\") {\r\n if (config?.attachment_types?.[\"Rafter Brackets supporting Beam\"]?.bracket_spacing_tile)\r\n spacing = config?.attachment_types?.[\"Rafter Brackets supporting Beam\"]?.bracket_spacing_tile;\r\n } else {\r\n if (config?.attachment_types?.[\"Rafter Brackets supporting Beam\"]?.bracket_spacing_sheet)\r\n spacing = config?.attachment_types?.[\"Rafter Brackets supporting Beam\"]?.bracket_spacing_sheet;\r\n }\r\n job.SiteParameters.RafterBracketSpacing = spacing;\r\n job.SiteParameters.RiserBracketSpacing = spacing;\r\n job.SiteParameters.CarportRiserBracketSpacing = spacing;\r\n\r\n let job_attachment = job?.SiteParameters?.[SITE_PARAMETER_SECTIONS?.ExistingStructure]?.AttachmentType;\r\n if (\r\n job_attachment &&\r\n (job_attachment.toUpperCase().includes(\"WALL\") || job_attachment.toUpperCase().includes(\"FASCIA\")) &&\r\n job.SiteParameters?.ExistingStructure?.RoofType === \"Tile\"\r\n ) {\r\n job.SiteParameters.RafterBracketSpacing = \"600\";\r\n if (config?.attachment_types?.[\"Fascia with Receiver Channel\"]?.bracket_spacing_tile)\r\n job.SiteParameters.RafterBracketSpacing =\r\n config?.attachment_types?.[\"Fascia with Receiver Channel\"]?.bracket_spacing_tile;\r\n }\r\n\r\n if (\r\n job.SiteParameters.ExistingStructure.FrameType === \"Timber - Trussed\" ||\r\n job.SiteParameters.ExistingStructure.FrameType === \"Timber - Conventional\"\r\n )\r\n job.SiteParameters.ExistingStructure.FrameType = \"Timber Frame - Brick Veneer\";\r\n\r\n job.SiteParameters.AutoExtendBeamsToWall = 1;\r\n\r\n // LYSAGHT SPECIFIC VALIDATIONS\r\n if (job?.Distributor?.Brand === \"Lysaght\") {\r\n job.SiteParameters.FasciaBracketDefault = \"CON110\";\r\n job.SiteParameters.RafterBracketDefault = \"UCEG\";\r\n job.SiteParameters.RiserBracketDefault = \"UCB\";\r\n job.SiteParameters.FlyoverBracketDefault = \"JMBP1\";\r\n job.SiteParameters.WallMountBracketDefault = \"UCF\";\r\n job.SiteParameters.RiserFullHeight = 1;\r\n job.SiteParameters.FlyoverFullHeight = 0;\r\n job.SiteParameters.SpliceOffset = 150;\r\n job.SiteParameters.CONST_STRUT_BEAM = \"FL10011\";\r\n job.SiteParameters.CONST_BEAM_CUT_EXTRA = 0;\r\n job.SiteParameters.CONST_FREESPAN_BEAM_CUT_EXTRA = 0;\r\n job.SiteParameters.CONST_POST_EXTRA = 0;\r\n job.SiteParameters.MergeBeamBefore = 1;\r\n } else {\r\n job.SiteParameters.FasciaBracketDefault = \"BK26DEG\";\r\n job.SiteParameters.RafterBracketDefault = \"BK38\";\r\n let region = job?.Distributor?.Offer?.Regions?.[0];\r\n if (job?.App?.temp_POA) region = job?.App?.temp_POA;\r\n job.SiteParameters.RiserBracketDefault = \"BK39\";\r\n job.SiteParameters.FlyoverBracketDefault = \"BK50\";\r\n job.SiteParameters.WallMountBracketDefault = \"BK25\";\r\n job.SiteParameters.RiserFullHeight = 1;\r\n job.SiteParameters.FlyoverFullHeight = 1;\r\n job.SiteParameters.SpliceOffset = 0;\r\n job.SiteParameters.CONST_STRUT_BEAM = \"656510\";\r\n job.SiteParameters.CONST_BEAM_CUT_EXTRA = 30;\r\n job.SiteParameters.CONST_FREESPAN_BEAM_CUT_EXTRA = 30;\r\n job.SiteParameters.CONST_POST_EXTRA = 100;\r\n job.SiteParameters.MergeBeamBefore = 1;\r\n }\r\n\r\n let is_cyclonic = false;\r\n let region = job?.SiteParameters?.WindData?.WindZoneAS1170?.region;\r\n if (region === \"C\" || region === \"D\") {\r\n is_cyclonic = true;\r\n }\r\n\r\n //use attachment data\r\n if (config?.attachment_types?.[\"Fascia with Receiver Channel\"]?.bracket_type_code?.default) {\r\n job.SiteParameters.FasciaBracketDefault =\r\n config?.attachment_types?.[\"Fascia with Receiver Channel\"]?.bracket_type_code?.default;\r\n }\r\n if (is_cyclonic) {\r\n job.SiteParameters.FasciaBracketDefault = \"BK26DEG\";\r\n if (config?.attachment_types?.[\"Fascia with Receiver Channel\"]?.bracket_type_code?.cyclonic) {\r\n job.SiteParameters.FasciaBracketDefault =\r\n config?.attachment_types?.[\"Fascia with Receiver Channel\"]?.bracket_type_code?.cyclonic;\r\n }\r\n }\r\n if (config?.attachment_types?.[\"Rafter Brackets supporting Beam\"]?.bracket_type_code?.default) {\r\n job.SiteParameters.RafterBracketDefault =\r\n config?.attachment_types?.[\"Rafter Brackets supporting Beam\"]?.bracket_type_code?.default;\r\n }\r\n if (\r\n config?.attachment_types?.[\"Rafter Brackets supporting Beam\"]?.variations?.[\"On Riser\"]?.bracket_type_code\r\n ?.default\r\n ) {\r\n job.SiteParameters.RiserBracketDefault =\r\n config?.attachment_types?.[\"Rafter Brackets supporting Beam\"]?.variations?.[\r\n \"On Riser\"\r\n ]?.bracket_type_code?.default;\r\n }\r\n\r\n job.SiteParameters.DefaultFasciaBracket = job.SiteParameters.FasciaBracketDefault;\r\n job.SiteParameters.DefaultRafterBracket = job.SiteParameters.RafterBracketDefault;\r\n\r\n job.SiteParameters.SizeAdjustment = 0;\r\n\r\n if (job.DesignParameters.SplicingLength === 8000) {\r\n job.DesignParameters.SplicingLength = 9000;\r\n }\r\n\r\n job.DesignParameters.MinRoofLoadArea = 250;\r\n\r\n //get flyover spacing\r\n if (job?.SiteParameters?.WindData?.WindZoneAS1170?.base_pressure) {\r\n let max_area_length = 0;\r\n let max_area_depth = 0;\r\n let max_area_pitch = 0;\r\n let max_area = 0;\r\n\r\n let total_height = 0;\r\n\r\n for (let area of job.AreaSpecifications) {\r\n let m2 = area.SHAPE.Length * area.SHAPE.Depth;\r\n if (m2 > max_area) {\r\n max_area = m2;\r\n max_area_length = area.SHAPE.Length;\r\n max_area_depth = area.SHAPE.Depth;\r\n max_area_pitch = area.SHAPE.RoofPitch;\r\n }\r\n let height = area.SHAPE.Height;\r\n if (area.SHAPE.DesignType === CONFIG.DESIGN_TYPES.GABLE_PORTAL)\r\n height = height + area.SHAPE.Depth * 0.5 * COMMON.Sin(area.SHAPE.RoofPitch);\r\n total_height += height;\r\n }\r\n\r\n let average_height = total_height / job.AreaSpecifications.length;\r\n let wall_height = job.SiteParameters[SITE_PARAMETER_SECTIONS.ExistingStructure].WallHeight;\r\n let attachment_height = Math.max(wall_height, average_height) / 0.825;\r\n if (job.DesignParameters.Freestanding || attachment_height < 1000) {\r\n attachment_height = average_height;\r\n }\r\n\r\n if (max_area > 0) {\r\n let wu = getWuUpDown(\r\n attachment_height,\r\n job.SiteParameters.WindData.WindZoneAS1170.base_pressure,\r\n job.DesignParameters.TotalLength,\r\n average_height,\r\n job.SiteParameters.WindData.WindZoneAS1170.blocking_factor\r\n );\r\n\r\n job.SiteParameters.FlyoverBracketSpacing = GetFlyoverSpacing(\r\n max_area_length,\r\n max_area_depth,\r\n max_area_pitch,\r\n Math.max(Math.abs(wu.UP), Math.abs(wu.DOWN)),\r\n is_cyclonic\r\n );\r\n // console.log(\"WU\", wu, job.SiteParameters.FlyoverBracketSpacing);\r\n }\r\n }\r\n\r\n // set standrd site data....\r\n for (let this_area_data of job.AreaSpecifications) {\r\n // this_area_data[BASIC_SPECS_SECTIONS.EXISTING_STRUCTURE].SITE_WallHeight = this_area_data.SHAPE.Height;\r\n this_area_data[BASIC_SPECS_SECTIONS.EXISTING_STRUCTURE].SITE_FasciaType = \"\";\r\n this_area_data[BASIC_SPECS_SECTIONS.EXISTING_STRUCTURE].SITE_WallHeight = \"\";\r\n this_area_data[BASIC_SPECS_SECTIONS.EXISTING_STRUCTURE].SITE_EaveWidth = \"\";\r\n //this area attachment\r\n if (job_attachment.toUpperCase().includes(\"FLYOVER\")) {\r\n // this_area_data[BASIC_SPECS_SECTIONS.EXISTING_STRUCTURE].SITE_WallHeight = this_area_data.SHAPE.Height - 900;\r\n }\r\n\r\n if (job.DesignParameters.USE_ATTACHMENTS_2) {\r\n if (this_area_data.SHAPE.DesignType === CONFIG.DESIGN_TYPES.DECK) {\r\n this_area_data[BASIC_SPECS_SECTIONS.EXISTING_STRUCTURE].SITE_FasciaType = \"Wall\";\r\n } else if (this_area_data.SHAPE.DesignType === CONFIG.DESIGN_TYPES.GABLE_PORTAL) {\r\n this_area_data[BASIC_SPECS_SECTIONS.EXISTING_STRUCTURE].SITE_FasciaType = \"Beam\";\r\n this_area_data[BASIC_SPECS_SECTIONS.EXISTING_STRUCTURE].SITE_WallHeight = this_area_data.SHAPE.Height;\r\n } else {\r\n this_area_data[BASIC_SPECS_SECTIONS.EXISTING_STRUCTURE].SITE_FasciaType = \"Timber Fascia Drop\";\r\n\r\n let up_fascia = job.SiteParameters?.ExistingStructure?.FasciaHeight\r\n ? job.SiteParameters?.ExistingStructure?.FasciaHeight - 110\r\n : 75;\r\n this_area_data[BASIC_SPECS_SECTIONS.EXISTING_STRUCTURE].SITE_WallHeight =\r\n this_area_data.SHAPE.Height - up_fascia;\r\n }\r\n\r\n if (this_area_data.areaIndex === 0)\r\n job.SiteParameters[SITE_PARAMETER_SECTIONS.ExistingStructure].WallHeight =\r\n this_area_data[BASIC_SPECS_SECTIONS.EXISTING_STRUCTURE].SITE_WallHeight;\r\n }\r\n }\r\n\r\n return job;\r\n};\r\n\r\nfunction getWuUpDown(existing_height, base_pressure, total_length, average_height, SIDES_ENCLOSED) {\r\n let h = existing_height;\r\n\r\n if (!base_pressure) return 0;\r\n let hc = average_height;\r\n let Hc_H = hc / h;\r\n let hc_total_length = hc / total_length;\r\n let CPN_UP_INTERPOLATION_ADJ = 0;\r\n if (Hc_H >= 1) {\r\n CPN_UP_INTERPOLATION_ADJ = 0;\r\n } else if (Hc_H >= 0.75) {\r\n CPN_UP_INTERPOLATION_ADJ =\r\n ((Hc_H - 0.75) / 0.25) *\r\n (Math.min(1.5, 0.3 + 0.6 * hc_total_length) - Math.min(1.5, 0.3 + 0.2 * hc_total_length));\r\n } else if (Hc_H >= 0.5) {\r\n CPN_UP_INTERPOLATION_ADJ = ((Hc_H - 0.5) / 0.25) * (Math.min(1.5, 0.3 + 0.2 * hc_total_length) - 0.3);\r\n } else if (Hc_H >= 0.2) {\r\n CPN_UP_INTERPOLATION_ADJ = ((Hc_H - 0.2) / 0.3) * 0.1;\r\n }\r\n\r\n let CPN_UP = -0.2;\r\n if (Hc_H >= 1) {\r\n CPN_UP = -Math.min(1.5, 0.3 + 0.6 * hc_total_length);\r\n } else if (Hc_H >= 0.75) {\r\n CPN_UP = -Math.min(1.5, 0.3 + 0.2 * hc_total_length);\r\n } else if (Hc_H >= 0.5) {\r\n CPN_UP = -0.3;\r\n } else if (Hc_H >= 0.2) {\r\n CPN_UP = -0.2;\r\n }\r\n\r\n CPN_UP = CPN_UP - CPN_UP_INTERPOLATION_ADJ;\r\n\r\n let CPN_UP_WU = -1.2;\r\n if (SIDES_ENCLOSED >= 3 && hc_total_length <= 0.5 && Hc_H < 0.8) {\r\n CPN_UP_WU = -1.2;\r\n } else if (SIDES_ENCLOSED === 2 && hc_total_length <= 0.5 && Hc_H < 0.8) {\r\n CPN_UP_WU = -1;\r\n } else {\r\n CPN_UP_WU = Math.min(CPN_UP, -0.4);\r\n }\r\n\r\n let qz_p = base_pressure;\r\n let Non_directional_wind_factor = 0.95;\r\n let Wu_UP = Non_directional_wind_factor * CPN_UP_WU * qz_p; // noo self weight of roof sheet weight\r\n\r\n let CPN_DOWN_INTERPOLATION_ADJ = 0;\r\n if (Hc_H >= 1) {\r\n CPN_DOWN_INTERPOLATION_ADJ = 0;\r\n } else if (Hc_H >= 0.75) {\r\n CPN_DOWN_INTERPOLATION_ADJ = ((Hc_H - 0.75) / 0.25) * 0.2;\r\n } else if (Hc_H >= 0.5) {\r\n CPN_DOWN_INTERPOLATION_ADJ = ((Hc_H - 0.5) / 0.25) * 0.1;\r\n } else if (Hc_H >= 0.2) {\r\n CPN_DOWN_INTERPOLATION_ADJ = ((Hc_H - 0.2) / 0.3) * 0.2;\r\n } else if (Hc_H >= 0.1) {\r\n CPN_DOWN_INTERPOLATION_ADJ = ((Hc_H - 0.1) / 0.1) * 0.5;\r\n }\r\n\r\n let CPN_DOWN = 1.2;\r\n if (Hc_H >= 1) {\r\n CPN_DOWN = 0.2;\r\n } else if (Hc_H >= 0.75) {\r\n CPN_DOWN = 0.4;\r\n } else if (Hc_H >= 0.5) {\r\n CPN_DOWN = 0.5;\r\n } else if (Hc_H >= 0.2) {\r\n CPN_DOWN = 0.7;\r\n }\r\n\r\n CPN_DOWN = CPN_DOWN - CPN_DOWN_INTERPOLATION_ADJ;\r\n\r\n let CPN_DOWN_WU = Math.max(CPN_DOWN, 0.4);\r\n // let CPN_DOWN_WU = -1.2;\r\n // if (SIDES_ENCLOSED >= 3) {\r\n // CPN_DOWN_WU = -1.2;\r\n // } else if (SIDES_ENCLOSED === 2) {\r\n // CPN_DOWN_WU = -1;\r\n // } else {\r\n // CPN_DOWN_WU = Math.max(CPN_DOWN, 0.4);\r\n // }\r\n\r\n console.log(\"DOWN\", Non_directional_wind_factor, CPN_DOWN_WU, qz_p, CPN_DOWN, CPN_DOWN_INTERPOLATION_ADJ);\r\n let Wu_DOWN = Non_directional_wind_factor * CPN_DOWN_WU * qz_p; // noo self weight of roof sheet weight\r\n\r\n // console.log(\"getWuCase5Up\", CPN, Wu, existing_height, base_pressure, total_length, average_height, SIDES_ENCLOSED);\r\n return { UP: Wu_UP, DOWN: Wu_DOWN };\r\n}\r\n\r\nfunction GetFlyoverSpacing(length, depth, pitch, wu, is_cyclonic) {\r\n let area = ((length / 1000) * depth) / 1000 / Cos(pitch);\r\n let area_estimate = area * 0.55;\r\n\r\n let area_pressure = wu * area_estimate;\r\n\r\n let bracket_capacity = 6.7;\r\n if (window.LYSAGHT) {\r\n bracket_capacity = 9.3;\r\n if (is_cyclonic) bracket_capacity = 10.3;\r\n }\r\n\r\n let est_num_brackets = Math.trunc(Math.abs(area_pressure) / bracket_capacity) + 1;\r\n let spacing = (length + 200) / (est_num_brackets - 1);\r\n if (est_num_brackets == 2) {\r\n spacing = length + 200;\r\n }\r\n\r\n // 6000mm\r\n // 4000 in cyclonic maxHeight: // house rafter spacing for the min.\r\n // console.log(\"GetFlyoverSpacing\", base_pressure, length, depth, max_M2, area_estimate, est_num_brackets, spacing);\r\n if (window.LYSAGHT) {\r\n if (spacing > 6100) spacing = 6100;\r\n } else {\r\n if (spacing > 3100) spacing = 3100;\r\n }\r\n\r\n if (is_cyclonic && spacing > 4000) spacing = 4000;\r\n return spacing;\r\n}\r\n// function GetFlyoverSpacing(length, depth, pitch, base_pressure) {\r\n// let max_M2 = 0;\r\n// if (window.LYSAGHT) {\r\n// if (base_pressure <= 0.69) max_M2 = 12.4015970149254;\r\n// else if (base_pressure <= 0.7575) max_M2 = 11.445;\r\n// else if (base_pressure <= 0.825) max_M2 = 10.4884029850746;\r\n// else if (base_pressure <= 0.8925) max_M2 = 9.53180597014925;\r\n// else if (base_pressure <= 0.96) max_M2 = 8.57520895522388;\r\n// else if (base_pressure <= 1.095) max_M2 = 7.77235074626866;\r\n// else if (base_pressure <= 1.23) max_M2 = 6.96949253731343;\r\n// else if (base_pressure <= 1.365) max_M2 = 6.16663432835821;\r\n// else if (base_pressure <= 1.5) max_M2 = 5.36377611940298;\r\n// else if (base_pressure <= 1.6825) max_M2 = 4.90540671641791;\r\n// else if (base_pressure <= 1.865) max_M2 = 4.44703731343284;\r\n// else if (base_pressure <= 2.0475) max_M2 = 3.98866791044776;\r\n// else if (base_pressure <= 2.23) max_M2 = 3.53029850746269;\r\n// else if (base_pressure <= 2.495) max_M2 = 3.25413805970149;\r\n// else if (base_pressure <= 2.76) max_M2 = 2.9779776119403;\r\n// else if (base_pressure <= 3.025) max_M2 = 2.7018171641791;\r\n// else if (base_pressure <= 3.29) max_M2 = 2.42565671641791;\r\n// else if (base_pressure <= 3.5775) max_M2 = 2.26052985074627;\r\n// else if (base_pressure <= 3.865) max_M2 = 2.09540298507463;\r\n// else if (base_pressure <= 4.1525) max_M2 = 1.93027611940298;\r\n// else if (base_pressure <= 4.44) max_M2 = 1.76514925373134;\r\n// else max_M2 = 0;\r\n// } else {\r\n// if (base_pressure <= 0.69) max_M2 = 10.89;\r\n// else if (base_pressure <= 0.7575) max_M2 = 10.05;\r\n// else if (base_pressure <= 0.825) max_M2 = 9.21;\r\n// else if (base_pressure <= 0.8925) max_M2 = 8.37;\r\n// else if (base_pressure <= 0.96) max_M2 = 7.53;\r\n// else if (base_pressure <= 1.095) max_M2 = 6.825;\r\n// else if (base_pressure <= 1.23) max_M2 = 6.12;\r\n// else if (base_pressure <= 1.365) max_M2 = 5.415;\r\n// else if (base_pressure <= 1.5) max_M2 = 4.71;\r\n// else if (base_pressure <= 1.6825) max_M2 = 4.3075;\r\n// else if (base_pressure <= 1.865) max_M2 = 3.905;\r\n// else if (base_pressure <= 2.0475) max_M2 = 3.5025;\r\n// else if (base_pressure <= 2.23) max_M2 = 3.1;\r\n// else if (base_pressure <= 2.495) max_M2 = 2.8575;\r\n// else if (base_pressure <= 2.76) max_M2 = 2.615;\r\n// else if (base_pressure <= 3.025) max_M2 = 2.3725;\r\n// else if (base_pressure <= 3.29) max_M2 = 2.13;\r\n// else if (base_pressure <= 3.5775) max_M2 = 1.985;\r\n// else if (base_pressure <= 3.865) max_M2 = 1.84;\r\n// else if (base_pressure <= 4.1525) max_M2 = 1.695;\r\n// else if (base_pressure <= 4.44) max_M2 = 1.55;\r\n// else if (base_pressure <= 9.99) max_M2 = 0;\r\n// }\r\n\r\n// let area = ((length / 1000) * depth) / 1000 / Cos(pitch);\r\n\r\n// let area_estimate = area * 0.55;\r\n// let est_num_brackets = Math.trunc(area_estimate / max_M2) + 1;\r\n// let spacing = (length + 200) / est_num_brackets;\r\n// if (est_num_brackets == 2) {\r\n// spacing = (length + 200) / (est_num_brackets - 1);\r\n// }\r\n\r\n// // 6000mm\r\n// // 4000 in cyclonic maxHeight: // house rafter spacing for the min.\r\n// // console.log(\"GetFlyoverSpacing\", base_pressure, length, depth, max_M2, area_estimate, est_num_brackets, spacing);\r\n// if (spacing > 6100) spacing = 6100;\r\n// return spacing;\r\n// }\r\n\r\nfunction similarity(s1, s2) {\r\n if (s1?.length > 0 && s2?.length > 0) {\r\n var longer = s1;\r\n var shorter = s2;\r\n if (s1.length < s2.length) {\r\n longer = s2;\r\n shorter = s1;\r\n }\r\n var longerLength = longer.length;\r\n if (longerLength === 0) {\r\n return 1.0;\r\n }\r\n return (longerLength - editDistance(longer, shorter)) / parseFloat(longerLength);\r\n } else return 0;\r\n}\r\n\r\nfunction editDistance(s1, s2) {\r\n s1 = s1.toLowerCase();\r\n s2 = s2.toLowerCase();\r\n\r\n // eslint-disable-next-line no-array-constructor\r\n var costs = new Array();\r\n for (var i = 0; i <= s1.length; i++) {\r\n var lastValue = i;\r\n for (var j = 0; j <= s2.length; j++) {\r\n if (i === 0) costs[j] = j;\r\n else {\r\n if (j > 0) {\r\n var newValue = costs[j - 1];\r\n if (s1.charAt(i - 1) !== s2.charAt(j - 1))\r\n newValue = Math.min(Math.min(newValue, lastValue), costs[j]) + 1;\r\n costs[j - 1] = lastValue;\r\n lastValue = newValue;\r\n }\r\n }\r\n }\r\n if (i > 0) costs[s2.length] = lastValue;\r\n }\r\n return costs[s2.length];\r\n}\r\n\r\nexport const validateRoofSheetData = (config, job, areaIndex) => {\r\n let this_area_data = job.AreaSpecifications[areaIndex];\r\n let this_area = this_area_data;\r\n let roof_sheet_data = { ...this_area_data[BASIC_SPECS_SECTIONS.ROOF_SHEETING] };\r\n let roofsheet_types = config.roofsheet_types;\r\n let design_option = config?.design_options?.[this_area_data.SHAPE.DesignType];\r\n\r\n console.log(roof_sheet_data);\r\n console.log(roofsheet_types);\r\n\r\n // Hard coding\r\n\r\n // assuming group is right, chcking rest for validity.\r\n\r\n let is_cyclonic = false;\r\n let region = job?.SiteParameters?.WindData?.WindZoneAS1170?.region;\r\n if (region === \"C\" || region === \"D\") {\r\n is_cyclonic = true;\r\n }\r\n\r\n if (!roof_sheet_data[\"RoofGroupType\"] && roof_sheet_data.RoofType) {\r\n // reverse setup, mainly from imported job\r\n\r\n let roof_sheet_modified = roof_sheet_data.RoofType.replace(\"M-CLAD\", \"TL5\").replace(\"(TL5) \", \"\");\r\n\r\n console.log(roof_sheet_data);\r\n console.log(roof_sheet_modified);\r\n\r\n for (let group in roofsheet_types) {\r\n let subtypes = roofsheet_types[group].subtypes;\r\n for (let sub_type in subtypes) {\r\n if (\r\n subtypes[sub_type].roofsheet_id === roof_sheet_data.RoofType ||\r\n subtypes[sub_type].roofsheet_id === roof_sheet_modified\r\n ) {\r\n roof_sheet_data[\"RoofGroupType\"] = group;\r\n roof_sheet_data[\"RoofSubType\"] = sub_type;\r\n roof_sheet_data[\"RoofSpan\"] = \"No Foot Traffic\";\r\n } else if (\r\n subtypes[sub_type]?.roofsheet_id_non_trafficable === roof_sheet_data.RoofType ||\r\n subtypes[sub_type].roofsheet_id_non_trafficable === roof_sheet_modified\r\n ) {\r\n roof_sheet_data[\"RoofGroupType\"] = group;\r\n roof_sheet_data[\"RoofSubType\"] = sub_type;\r\n roof_sheet_data[\"RoofSpan\"] = \"Non-Trafficable\";\r\n } else if (\r\n subtypes[sub_type]?.roofsheet_id + \" - CYCLONIC SPANS\" === roof_sheet_data.RoofType ||\r\n subtypes[sub_type].roofsheet_id + \" - CYCLONIC SPANS\" === roof_sheet_modified\r\n ) {\r\n roof_sheet_data[\"RoofGroupType\"] = group;\r\n roof_sheet_data[\"RoofSubType\"] = sub_type;\r\n roof_sheet_data[\"RoofSpan\"] = \"Cyclonic\";\r\n }\r\n }\r\n }\r\n }\r\n\r\n // Roof grouptype doesn't exist and not null\r\n if (!roofsheet_types[roof_sheet_data[\"RoofGroupType\"]] && roof_sheet_data[\"RoofGroupType\"] !== (\"\" || null)) {\r\n let possible_rooftype = [];\r\n // Find likely match based on Levenshtein distance and roofsheet_id\r\n Object.keys(roofsheet_types).forEach(function (key, index) {\r\n Object.keys(roofsheet_types[key].subtypes).forEach(function (key2, index) {\r\n possible_rooftype.push({\r\n group: key,\r\n subtype: key2,\r\n sheet: roofsheet_types[key].subtypes[key2].roofsheet_id,\r\n value: similarity(roofsheet_types[key].subtypes[key2].roofsheet_id, roof_sheet_data[\"RoofType\"]),\r\n });\r\n });\r\n });\r\n\r\n // If there is a greater than 38% string match to the top result\r\n // then use that roofsheet\r\n if (\r\n possible_rooftype.sort(function (a, b) {\r\n return b.value - a.value;\r\n })[0].value >= 0.38\r\n ) {\r\n console.log(possible_rooftype[0]);\r\n roof_sheet_data[\"RoofGroupType\"] = possible_rooftype[0].group;\r\n roof_sheet_data[\"RoofSubType\"] = possible_rooftype[0].subtype;\r\n roof_sheet_data[\"RoofType\"] = possible_rooftype[0].sheet;\r\n } else {\r\n // Hard coded for Versalink (id's are very unsimilar)\r\n if (roof_sheet_data[\"RoofType\"] === \"Versiclad Versalink 1000 Smooth 50mm\") {\r\n roof_sheet_data[\"RoofGroupType\"] = \"Versiclad Versalink\";\r\n roof_sheet_data[\"RoofSubType\"] = \"Versalink Smooth 50mm\";\r\n roof_sheet_data[\"RoofType\"] = \"Versalink 1000 50mm (Non-trafficable)\";\r\n } else if (roof_sheet_data[\"RoofType\"] === \"Versiclad Versalink 1000 Smooth 75mm\") {\r\n roof_sheet_data[\"RoofGroupType\"] = \"Versiclad Versalink\";\r\n roof_sheet_data[\"RoofSubType\"] = \"Versalink Smooth 75mm\";\r\n roof_sheet_data[\"RoofType\"] = \"Versalink 1000 75mm (Non-trafficable)\";\r\n } else if (roof_sheet_data[\"RoofType\"] === \"Versiclad Versalink 1000 Smooth 100mm\") {\r\n roof_sheet_data[\"RoofGroupType\"] = \"Versiclad Versalink\";\r\n roof_sheet_data[\"RoofSubType\"] = \"Versalink Smooth 100mm\";\r\n roof_sheet_data[\"RoofType\"] = \"Versalink 1000 100mm (Non-trafficable)\";\r\n }\r\n }\r\n }\r\n\r\n if (\r\n (!design_option?.roofsheet_groups?.includes(roof_sheet_data[\"RoofGroupType\"]) ||\r\n !roofsheet_types[roof_sheet_data[\"RoofGroupType\"]]) &&\r\n design_option?.roofsheet_default?.grouptype\r\n ) {\r\n roof_sheet_data[\"RoofGroupType\"] = design_option?.roofsheet_default?.grouptype;\r\n roof_sheet_data[\"RoofSubType\"] = design_option?.roofsheet_default?.subtype;\r\n }\r\n\r\n let roofsheetgroup = roofsheet_types[roof_sheet_data[\"RoofGroupType\"]];\r\n\r\n if (is_cyclonic && !roofsheetgroup.allow_cyclonic) {\r\n for (let group_key of design_option?.roofsheet_groups) {\r\n let group = roofsheet_types[group_key];\r\n if (group.allow_cyclonic) {\r\n roof_sheet_data[\"RoofGroupType\"] = group_key;\r\n roof_sheet_data[\"RoofSubType\"] = group.default_subtype;\r\n roofsheetgroup = group;\r\n break;\r\n }\r\n }\r\n }\r\n\r\n // roof subtype\r\n if (roofsheetgroup?.subtypes[roof_sheet_data[\"RoofSubType\"]] === undefined)\r\n roof_sheet_data.RoofSubType = roofsheetgroup.default_subtype;\r\n let subType = roofsheetgroup.subtypes[roof_sheet_data.RoofSubType];\r\n\r\n if (is_cyclonic && !subType.allow_cyclonic) {\r\n roof_sheet_data.RoofSubType = roofsheetgroup.default_subtype;\r\n subType = roofsheetgroup.subtypes[roof_sheet_data.RoofSubType];\r\n if (!subType.allow_cyclonic) {\r\n for (let sub_key in roofsheetgroup.subtypes) {\r\n let sub = roofsheetgroup.subtypes[sub_key];\r\n if (sub.allow_cyclonic) {\r\n roof_sheet_data.RoofSubType = sub_key;\r\n subType = roofsheetgroup.subtypes[roof_sheet_data.RoofSubType];\r\n break;\r\n }\r\n }\r\n }\r\n }\r\n\r\n if (roof_sheet_data) {\r\n if (roof_sheet_data[\"RoofSpan\"].includes(\"Cyclonic\") && !is_cyclonic) {\r\n roof_sheet_data[\"RoofSpan\"] = \"No Foot Traffic\";\r\n }\r\n if (roof_sheet_data[\"RoofSpan\"].includes(\"Non-Trafficable\") && !subType?.allow_non_trafficable) {\r\n roof_sheet_data[\"RoofSpan\"] = \"No Foot Traffic\";\r\n }\r\n if (roof_sheet_data[\"RoofSpan\"].includes(\"No Foot Traffic\") && subType?.allow_nofoot_traffic === false) {\r\n roof_sheet_data[\"RoofSpan\"] = \"Non-Trafficable\";\r\n }\r\n\r\n if (!roof_sheet_data[\"RoofSpan\"].includes(\"Cyclonic\") && is_cyclonic) {\r\n roof_sheet_data[\"RoofSpan\"] = roof_sheet_data[\"RoofSpan\"] + \" - Cyclonic\";\r\n }\r\n }\r\n\r\n // roof sheet id\r\n let roofsheet_double_sided = false;\r\n if (roof_sheet_data[\"RoofSheetColour\"].includes(\"/\") && !roof_sheet_data[\"RoofSheetColour\"].includes(\"/Grey\")) {\r\n roofsheet_double_sided = true;\r\n }\r\n\r\n roof_sheet_data.RoofType = subType.roofsheet_id;\r\n if (roofsheet_double_sided && subType.roofsheet_id_ds) {\r\n roof_sheet_data.RoofType = subType.roofsheet_id_ds;\r\n }\r\n if (\r\n subType.allow_non_trafficable &&\r\n subType.roofsheet_id_non_trafficable &&\r\n roof_sheet_data.RoofSpan.includes(\"Non-Trafficable\")\r\n ) {\r\n roof_sheet_data.RoofType = subType.roofsheet_id_non_trafficable;\r\n if (roofsheet_double_sided && subType.roofsheet_id_non_trafficable_ds) {\r\n roof_sheet_data.RoofType = subType.roofsheet_id_non_trafficable_ds;\r\n }\r\n }\r\n if (subType.allow_cyclonic && roof_sheet_data.RoofSpan.includes(\"Cyclonic\")) {\r\n roof_sheet_data.RoofType += \" - CYCLONIC SPANS\";\r\n }\r\n\r\n // roof sheet colour\r\n let colourList = subType[CONFIG.ROOFSHEET_TYPE.COLOURS];\r\n\r\n if (typeof colourList === \"object\") {\r\n let region = job?.Distributor?.Offer?.Regions?.[0];\r\n if (job?.App?.temp_POA) region = job?.App?.temp_POA;\r\n\r\n let colours_list_to_use = colourList?.[\"DEFAULT\"];\r\n if (colourList?.[region]) colours_list_to_use = colourList?.[region];\r\n colourList = colours_list_to_use ? colours_list_to_use : colourList;\r\n }\r\n\r\n // const defaultColour = subType[CONFIG.ROOFSHEET_TYPE.DEFAULT_COLOUR];\r\n const defaultColour = \"TBA\";\r\n\r\n // let colours = colourList ? colourList.split(',') : COMMON.ColorbondArray;\r\n let colours = COMMON.GetColourArray(colourList, config.colour_arrays);\r\n\r\n if (\r\n roof_sheet_data[\"RoofSheetColour\"] &&\r\n !colours.includes(roof_sheet_data[\"RoofSheetColour\"]) &&\r\n roof_sheet_data[\"RoofSheetColour\"].includes(\"/\")\r\n ) {\r\n let reversed_colour =\r\n roof_sheet_data[\"RoofSheetColour\"].split(\"/\")[1].trim() +\r\n \"/\" +\r\n roof_sheet_data[\"RoofSheetColour\"].split(\"/\")[0].trim();\r\n if (colours.includes(reversed_colour)) roof_sheet_data[\"RoofSheetColour\"] = reversed_colour;\r\n }\r\n\r\n roof_sheet_data[\"RoofColourSelectionMade\"] = true;\r\n if (colours.length === 1) {\r\n roof_sheet_data[\"RoofColourSelectionMade\"] = true;\r\n roof_sheet_data[\"RoofSheetColour\"] = colours[0];\r\n } else if (roof_sheet_data[\"RoofSheetColour\"] === \"TBA\") {\r\n roof_sheet_data[\"RoofColourSelectionMade\"] = false;\r\n } else if (!roof_sheet_data[\"RoofSheetColour\"] || !colours.includes(roof_sheet_data[\"RoofSheetColour\"])) {\r\n roof_sheet_data[\"RoofColourSelectionMade\"] = false;\r\n if (colours.length === 1) {\r\n roof_sheet_data[\"RoofColourSelectionMade\"] = true;\r\n roof_sheet_data[\"RoofSheetColour\"] = colours[0];\r\n } else if (!roof_sheet_data[\"RoofSheetColour\"]) roof_sheet_data[\"RoofSheetColour\"] = defaultColour;\r\n if (!colours.includes(roof_sheet_data[\"RoofSheetColour\"])) roof_sheet_data[\"RoofSheetColour\"] = defaultColour;\r\n // if (!colours.includes(roof_sheet_data[\"RoofSheetColour\"]) && colours) roof_sheet_data[\"RoofSheetColour\"] = colours[0];\r\n }\r\n\r\n if (roof_sheet_data[\"RoofSheetColour\"].includes(\"/Grey\") || !roof_sheet_data[\"RoofSheetColour\"].includes(\"/\")) {\r\n roof_sheet_data[\"RoofRolling\"] = \"Top Side\";\r\n if (roof_sheet_data.ReverseRoll) roof_sheet_data[\"RoofRolling\"] = \"Under Side\";\r\n } else if (roof_sheet_data[\"RoofSheetColour\"].includes(\"/\")) {\r\n roof_sheet_data.ReverseRoll = false;\r\n roof_sheet_data[\"RoofRolling\"] = \"Under Side\";\r\n }\r\n\r\n // is skylight sheet valid?\r\n let skylight_list = subType.skylights\r\n ? subType.skylights\r\n : roofsheetgroup.skylights\r\n ? roofsheetgroup.skylights\r\n : {};\r\n\r\n if (!roof_sheet_data[\"SkylightSubType\"] && roof_sheet_data.SkylightType) {\r\n // reverse setup, mainly from imported job\r\n\r\n for (let skylight_key in roofsheetgroup.skylights) {\r\n let skylight = roofsheetgroup.skylights[skylight_key];\r\n if (skylight.roofsheet_id === roof_sheet_data.SkylightType) {\r\n roof_sheet_data[\"SkylightSubType\"] = skylight_key;\r\n }\r\n }\r\n }\r\n\r\n const defaultSkylight = subType[CONFIG.ROOFSHEET_TYPE.DEFAULT_SKYLIGHT]\r\n ? subType[CONFIG.ROOFSHEET_TYPE.DEFAULT_SKYLIGHT]\r\n : roofsheetgroup[CONFIG.ROOFSHEET_TYPE.DEFAULT_SKYLIGHT]\r\n ? roofsheetgroup[CONFIG.ROOFSHEET_TYPE.DEFAULT_SKYLIGHT]\r\n : \"\";\r\n\r\n if (skylight_list) {\r\n if (Array.isArray(skylight_list)) {\r\n if (!skylight_list.includes(roof_sheet_data[\"SkylightSubType\"]))\r\n roof_sheet_data[\"SkylightSubType\"] = defaultSkylight;\r\n if (skylight_list.length === 1) {\r\n roof_sheet_data[\"SkylightSubType\"] = skylight_list[0];\r\n }\r\n } else {\r\n if (!(roof_sheet_data[\"SkylightSubType\"] in skylight_list)) {\r\n roof_sheet_data[\"SkylightSubType\"] = defaultSkylight;\r\n }\r\n if (Object.keys(skylight_list).length === 1) {\r\n roof_sheet_data[\"SkylightSubType\"] = Object.keys(skylight_list)[0];\r\n }\r\n }\r\n }\r\n const skylight_sheet = roofsheetgroup?.skylights?.[roof_sheet_data.SkylightSubType]\r\n ? roofsheetgroup.skylights[roof_sheet_data.SkylightSubType]\r\n : {};\r\n\r\n if (skylight_sheet) roof_sheet_data.SkylightType = skylight_sheet.roofsheet_id;\r\n else roof_sheet_data.SkylightType = roof_sheet_data.RoofType;\r\n\r\n //skylight colours\r\n const skylightColourList = skylight_sheet[CONFIG.ROOFSHEET_TYPE.COLOURS]\r\n ? skylight_sheet[CONFIG.ROOFSHEET_TYPE.COLOURS]\r\n : \"Clear\";\r\n const defaultSkylightColour = skylight_sheet?.[CONFIG.ROOFSHEET_TYPE.DEFAULT_COLOUR]\r\n ? skylight_sheet?.[CONFIG.ROOFSHEET_TYPE.DEFAULT_COLOUR]\r\n : \"Opal\";\r\n\r\n // Update job state with skylight selection\r\n roof_sheet_data[\"SkylightIsSelected\"] = GetNumberofSkylightsSummaryArea(this_area_data);\r\n roof_sheet_data[\"SkylightColourSelectionMade\"] = true;\r\n\r\n let skylight_colours = COMMON.GetColourArray(skylightColourList, config.colour_arrays);\r\n if (skylight_colours.length === 1) {\r\n roof_sheet_data[\"SkylightColour\"] = skylight_colours[0];\r\n } else if (skylight_colours && !skylight_colours.includes(roof_sheet_data[\"SkylightColour\"])) {\r\n if (skylight_colours.length === 1) {\r\n roof_sheet_data[\"SkylightColour\"] = skylight_colours[0];\r\n } else if (!skylight_colours.includes(roof_sheet_data[\"SkylightColour\"])) {\r\n if (skylight_colours.includes(defaultSkylightColour))\r\n roof_sheet_data[\"SkylightColour\"] = defaultSkylightColour;\r\n else roof_sheet_data[\"SkylightColour\"] = skylight_colours[0];\r\n }\r\n }\r\n\r\n let colourMatch = {\r\n \"Match Roofsheet\": roof_sheet_data[\"RoofSheetColour\"],\r\n \"Match Barge\": roof_sheet_data.FlashingColour,\r\n };\r\n\r\n // VALIDATE FLASHING / BARGE COLOUR\r\n\r\n let valid_barge_colours = config.colour_arrays?.[\"Colorbond Single & Double Sided\"];\r\n if (design_option?.flashing_colours)\r\n valid_barge_colours = GetColourArray(design_option?.flashing_colours, config.colour_arrays);\r\n\r\n if (!valid_barge_colours.includes([roof_sheet_data.FlashingColour])) {\r\n if (valid_barge_colours.includes(roof_sheet_data.FlashingColour + \"/Grey\"))\r\n roof_sheet_data.FlashingColour = roof_sheet_data.FlashingColour + \"/Grey\";\r\n else if (roof_sheet_data[\"FlashingColour\"].includes(\"/\")) {\r\n let reversed_colour =\r\n roof_sheet_data[\"FlashingColour\"].split(\"/\")[1].trim() +\r\n \"/\" +\r\n roof_sheet_data[\"FlashingColour\"].split(\"/\")[0].trim();\r\n if (valid_barge_colours.includes(reversed_colour)) roof_sheet_data[\"FlashingColour\"] = reversed_colour;\r\n }\r\n }\r\n\r\n if (!roof_sheet_data.FlashingColourMatchString)\r\n roof_sheet_data.FlashingColourMatchString = roof_sheet_data.FlashingColour;\r\n roof_sheet_data.FlashingColour = roof_sheet_data.FlashingColourMatchString;\r\n\r\n if (roof_sheet_data.FlashingColourMatchString in colourMatch) {\r\n if (valid_barge_colours.includes(colourMatch[roof_sheet_data.FlashingColourMatchString])) {\r\n roof_sheet_data.FlashingColour = colourMatch[roof_sheet_data.FlashingColourMatchString];\r\n } else if (colourMatch[roof_sheet_data.FlashingColourMatchString].includes(\"/\")) {\r\n let single_colour = colourMatch[roof_sheet_data.FlashingColourMatchString].split(\"/\")[0];\r\n // console.log(\r\n // \"roof_sheet_data.FlashingColour\",\r\n // single_colour,\r\n // colourMatch[roof_sheet_data.FlashingColourMatchString],\r\n // valid_barge_colours\r\n // );\r\n if (valid_barge_colours.includes(single_colour)) {\r\n roof_sheet_data.FlashingColour = single_colour;\r\n } else {\r\n single_colour = colourMatch[roof_sheet_data.FlashingColourMatchString].split(\"/\")[1];\r\n if (valid_barge_colours.includes(single_colour)) {\r\n roof_sheet_data.FlashingColour = single_colour;\r\n } else {\r\n roof_sheet_data.FlashingColour = \"TBA\";\r\n }\r\n }\r\n } else {\r\n roof_sheet_data.FlashingColour = \"TBA\";\r\n }\r\n }\r\n\r\n colourMatch[\"Match Barge\"] = roof_sheet_data.FlashingColour;\r\n\r\n // VALIDATE RIDGE COLOUR\r\n let valid_ridge_colours = config.colour_arrays?.[\"Colorbond Single & Double Sided\"];\r\n if (design_option.ridge_colours)\r\n valid_ridge_colours = GetColourArray(design_option?.ridge_colours, config.colour_arrays);\r\n\r\n if (!valid_ridge_colours.includes(roof_sheet_data.RidgeColour)) {\r\n if (valid_ridge_colours.includes(roof_sheet_data.RidgeColour + \"/Grey\"))\r\n roof_sheet_data.RidgeColour = roof_sheet_data.RidgeColour + \"/Grey\";\r\n else if (roof_sheet_data[\"RidgeColour\"].includes(\"/\")) {\r\n let reversed_colour =\r\n roof_sheet_data[\"RidgeColour\"].split(\"/\")[1].trim() +\r\n \"/\" +\r\n roof_sheet_data[\"RidgeColour\"].split(\"/\")[0].trim();\r\n if (valid_ridge_colours.includes(reversed_colour)) roof_sheet_data[\"RidgeColour\"] = reversed_colour;\r\n }\r\n }\r\n\r\n if (!roof_sheet_data.RidgeColourMatchString) roof_sheet_data.RidgeColourMatchString = roof_sheet_data.RidgeColour;\r\n roof_sheet_data.RidgeColour = roof_sheet_data.RidgeColourMatchString;\r\n\r\n if (roof_sheet_data.RidgeColourMatchString in colourMatch) {\r\n if (valid_ridge_colours.includes(colourMatch[roof_sheet_data.RidgeColourMatchString])) {\r\n roof_sheet_data.RidgeColour = colourMatch[roof_sheet_data.RidgeColourMatchString];\r\n } else if (colourMatch[roof_sheet_data.RidgeColourMatchString].includes(\"/\")) {\r\n let single_colour = colourMatch[roof_sheet_data.RidgeColourMatchString].split(\"/\")[0];\r\n if (valid_ridge_colours.includes(single_colour)) {\r\n roof_sheet_data.RidgeColour = single_colour;\r\n } else {\r\n single_colour = colourMatch[roof_sheet_data.RidgeColourMatchString].split(\"/\")[1];\r\n if (valid_ridge_colours.includes(single_colour)) {\r\n roof_sheet_data.RidgeColour = single_colour;\r\n } else {\r\n roof_sheet_data.RidgeColour = \"TBA\";\r\n }\r\n }\r\n } else {\r\n roof_sheet_data.RidgeColour = \"TBA\";\r\n }\r\n }\r\n\r\n // ridges\r\n if (roof_sheet_data?.RoofGroupType !== \"CUSTOM ORB\") roof_sheet_data.RollTopRidge = false;\r\n if (\r\n roof_sheet_data.RollTopRidge &&\r\n design_option?.allow_roll_top_ridge &&\r\n design_option?.flashing_codes?.[\"Ridge Roll Top Flashing\"]\r\n ) {\r\n roof_sheet_data.RidgeCappingCode = design_option?.flashing_codes?.[\"Ridge Roll Top Flashing\"];\r\n } else if (\r\n this_area_data?.[BASIC_SPECS_SECTIONS.BEAMS_AND_POSTS]?.CollarTie &&\r\n design_option?.flashing_codes?.[\"Ridge with Collar Tie\"]\r\n ) {\r\n roof_sheet_data.RidgeCappingCode = design_option?.flashing_codes?.[\"Ridge with Collar Tie\"];\r\n } else if (design_option?.flashing_codes?.[\"Ridge Flashing\"]) {\r\n roof_sheet_data.RidgeCappingCode = design_option?.flashing_codes?.[\"Ridge Flashing\"];\r\n } else if (window.LYSAGHT) roof_sheet_data.RidgeCappingCode = \"CRIDGE\";\r\n else roof_sheet_data.RidgeCappingCode = \"CFL51\";\r\n\r\n //valley code:\r\n if (window.LYSAGHT) {\r\n roof_sheet_data.ValleyFlashingCode = \"\";\r\n } else {\r\n roof_sheet_data.ValleyFlashingCode = \"CFL19\";\r\n }\r\n\r\n //Wall Flashing\r\n roof_sheet_data.WallFlashingCode = design_option?.flashing_codes?.[\"Wall Flashing\"];\r\n\r\n //append roofsheet basic data\r\n if (!roof_sheet_data.RoofSheetData) roof_sheet_data.RoofSheetData = {};\r\n\r\n roof_sheet_data.RoofSheetData.texture_filename = subType.texture_filename\r\n ? subType.texture_filename\r\n : roofsheetgroup.texture_filename;\r\n roof_sheet_data.RoofSheetData.bottomside_texture_filename = subType.bottomside_texture_filename\r\n ? subType.bottomside_texture_filename\r\n : roofsheetgroup.bottomside_texture_filename;\r\n\r\n roof_sheet_data.RoofSheetData.skylight_texture_filename = skylight_sheet.texture_filename\r\n ? skylight_sheet.texture_filename\r\n : roofsheetgroup.skylight_texture_filename;\r\n if (!roof_sheet_data.RoofSheetData.skylight_texture_filename)\r\n roof_sheet_data.RoofSheetData.skylight_texture_filename = roof_sheet_data.RoofSheetData.texture_filename;\r\n roof_sheet_data.RoofSheetData.min_pitch = Number(subType.min_pitch ? subType.min_pitch : roofsheetgroup.min_pitch);\r\n let max_overhang = roofsheetgroup.max_overhang;\r\n\r\n // Get max span based on span table and pressure table\r\n\r\n roof_sheet_data.MaxEndSheetSpan = 0;\r\n roof_sheet_data.MaxInternalSheetSpan = 0;\r\n\r\n // Start with adding max spans from span tables\r\n let max_internal_span = roofsheetgroup?.max_internal_span;\r\n let max_end_span = roofsheetgroup?.max_end_span;\r\n let backspan_ratio = 0.33;\r\n\r\n if (roofsheetgroup?.overhang_backspan_ratio) backspan_ratio = roofsheetgroup?.overhang_backspan_ratio;\r\n\r\n if (subType.max_overhang !== undefined) max_overhang = subType.max_overhang;\r\n if (subType.max_internal_span !== undefined) max_internal_span = subType.max_internal_span;\r\n if (subType.max_end_span !== undefined) max_end_span = subType.max_end_span;\r\n if (subType.spans) {\r\n if (subType.spans.MaxOverhang !== undefined) max_overhang = subType.spans.MaxOverhang;\r\n if (subType.spans.MaxInternalSpan !== undefined) max_internal_span = subType.spans.MaxInternalSpan;\r\n if (subType.spans.MaxEndSpan !== undefined) max_end_span = subType.spans.MaxEndSpan;\r\n\r\n let n_t_spans = subType.spans.non_trafficable;\r\n let wz_spans = subType.spans?.[job.SiteParameters.WindData.WindZone];\r\n\r\n if (n_t_spans && roof_sheet_data[\"RoofSpan\"].includes(\"Non-Trafficable\")) {\r\n if (n_t_spans.MaxOverhang !== undefined) max_overhang = n_t_spans.MaxOverhang;\r\n if (n_t_spans.MaxInternalSpan !== undefined) max_internal_span = n_t_spans.MaxInternalSpan;\r\n if (n_t_spans.MaxEndSpan !== undefined) max_end_span = n_t_spans.MaxEndSpan;\r\n wz_spans = n_t_spans?.[job.SiteParameters.WindData.WindZone];\r\n }\r\n\r\n if (wz_spans) {\r\n if (wz_spans?.MaxOverhang !== undefined) max_overhang = wz_spans?.MaxOverhang;\r\n if (wz_spans?.MaxInternalSpan !== undefined) max_internal_span = wz_spans?.MaxInternalSpan;\r\n if (wz_spans?.MaxEndSpan !== undefined) max_end_span = wz_spans?.MaxEndSpan;\r\n if (wz_spans?.[\"MaxOverhang_\" + job.SiteParameters.WindData.Blocking + \"Sides\"] !== undefined)\r\n max_overhang = wz_spans?.[\"MaxOverhang_\" + job.SiteParameters.WindData.Blocking + \"Sides\"];\r\n if (wz_spans?.[\"MaxInternalSpan_\" + job.SiteParameters.WindData.Blocking + \"Sides\"] !== undefined)\r\n max_internal_span = wz_spans?.[\"MaxInternalSpan_\" + job.SiteParameters.WindData.Blocking + \"Sides\"];\r\n if (wz_spans?.[\"MaxEndSpan_\" + job.SiteParameters.WindData.Blocking + \"Sides\"] !== undefined)\r\n max_end_span = wz_spans?.[\"MaxEndSpan_\" + job.SiteParameters.WindData.Blocking + \"Sides\"];\r\n }\r\n\r\n console.log(subType?.pressure_spans);\r\n console.log(job?.SiteParameters?.WindData?.WindZoneAS1170?.region);\r\n console.log(job.QuoteParameters?.ENGINEERING?.EngineeringResults);\r\n\r\n function processSpanTable(pressure_spans, spanType, w) {\r\n const spanTable = pressure_spans[spanType];\r\n console.log(`pressure${spanType}`, spanTable);\r\n\r\n const SpanValues = subType?.pressure_spans?.SpanValues;\r\n if (!SpanValues) return 0;\r\n\r\n let pressureValue = 99.99;\r\n let spanMm = 0;\r\n\r\n for (let i = spanTable.length - 1; i >= 0; i--) {\r\n if (spanTable[i] >= Math.abs(w)) {\r\n pressureValue = spanTable[i];\r\n spanMm = SpanValues[i] * 1000;\r\n break; // Exit the loop after finding the first matching value\r\n }\r\n }\r\n\r\n console.log(`Uninterpolated ${spanType} value in pressure ${spanType}:`, pressureValue);\r\n console.log(`Uninterpolated ${spanType} span from SpanValues:`, spanMm);\r\n\r\n return { pressureValue, spanMm };\r\n }\r\n\r\n // If there are pressure spans for product, modify the max spans || Note: Only impacting Insulated Products for now.\r\n if (\r\n subType?.pressure_spans &&\r\n job?.SiteParameters?.WindData?.WindZoneAS1170?.region &&\r\n job?.SiteParameters?.WindData?.WindZoneAS1170?.base_pressure\r\n ) {\r\n let windRegion = job?.SiteParameters?.WindData?.WindZoneAS1170?.region;\r\n if (windRegion.length > 1) windRegion = windRegion[0]; // Just get the first letter. i.e A1 = A.\r\n\r\n let AreaMaxResults = job.QuoteParameters?.ENGINEERING?.EngineeringResults?.AreaMaxResults?.[areaIndex];\r\n let is_multispan = AreaMaxResults?.NumPurlins > 0;\r\n console.log(\"is_multispan\", is_multispan);\r\n\r\n let total_height = 0;\r\n for (let area of job.AreaSpecifications) {\r\n let height = area.SHAPE.Height;\r\n if (area.SHAPE.DesignType === CONFIG.DESIGN_TYPES.GABLE_PORTAL)\r\n height = height + area.SHAPE.Depth * 0.5 * COMMON.Sin(area.SHAPE.RoofPitch);\r\n total_height += height;\r\n }\r\n\r\n let average_height = total_height / job.AreaSpecifications.length;\r\n let wall_height = job.SiteParameters[SITE_PARAMETER_SECTIONS.ExistingStructure].WallHeight;\r\n let attachment_height = Math.max(wall_height, average_height) / 0.825;\r\n if (job.DesignParameters.Freestanding || attachment_height < 1000) {\r\n attachment_height = average_height;\r\n }\r\n\r\n wall_height = job.SiteParameters[SITE_PARAMETER_SECTIONS.ExistingStructure].WallHeight;\r\n attachment_height = Math.max(wall_height, average_height) / 0.825;\r\n if (job.DesignParameters.Freestanding || attachment_height < 1000) {\r\n attachment_height = average_height;\r\n }\r\n\r\n let wu_data = getWuUpDown(\r\n attachment_height,\r\n job.SiteParameters.WindData.WindZoneAS1170.base_pressure,\r\n job.DesignParameters.TotalLength,\r\n average_height,\r\n job.SiteParameters.WindData.WindZoneAS1170.blocking_factor\r\n );\r\n\r\n let wu = wu_data.UP; // TODO: Wind Down\r\n let wd = wu_data.DOWN; // TODO: Wind Down\r\n\r\n // Get pressure span table\r\n const pressure_spans = subType?.pressure_spans[\"Region \" + windRegion];\r\n\r\n console.log(wu);\r\n console.log(wd);\r\n console.log(wu > wd);\r\n\r\n console.log(AreaMaxResults?.NumPurlins);\r\n\r\n const { pressureValue: pressure_value_up, spanMm: up_span_mm } = processSpanTable(\r\n pressure_spans,\r\n \"Single Span Out\",\r\n wu\r\n );\r\n const { pressureValue: pressure_value_up_double, spanMm: up_span_mm_double } = processSpanTable(\r\n pressure_spans,\r\n \"Double Span Out\",\r\n wu\r\n );\r\n const { pressureValue: pressure_value_down, spanMm: down_span_mm } = processSpanTable(\r\n pressure_spans,\r\n \"Single Span In\",\r\n wd\r\n );\r\n const { pressureValue: pressure_value_down_double, spanMm: down_span_mm_double } = processSpanTable(\r\n pressure_spans,\r\n \"Double Span In\",\r\n wd\r\n );\r\n\r\n let max_span_pressure_table_result = 0;\r\n if (up_span_mm > 0 && down_span_mm > 0) {\r\n max_span_pressure_table_result = Math.min(up_span_mm, down_span_mm);\r\n }\r\n let max_span_pressure_table_double_result = 0;\r\n if (up_span_mm_double > 0 && down_span_mm_double > 0) {\r\n max_span_pressure_table_double_result = Math.min(up_span_mm_double, down_span_mm_double);\r\n }\r\n console.log(\r\n \"Current Span\",\r\n max_end_span,\r\n \"Max Span PT Single\",\r\n max_span_pressure_table_result,\r\n \"Max Span PT Double\",\r\n max_span_pressure_table_double_result\r\n );\r\n\r\n // let newSheetEndSpan = max_end_span;\r\n\r\n // console.log(this_area_data?.[BASIC_SPECS_SECTIONS.SHAPE].Depth);\r\n // console.log(Math.max(max_end_span, max_span_pressure_table_result));\r\n // console.log(max_end_span);\r\n\r\n // // If the sheet span is smaller than standard spans convert back to single span (job sheet depth)\r\n // if (\r\n // this_area.META.RoofSheetSpan <= Math.max(max_end_span, max_span_pressure_table_result) &&\r\n // this_area.META.RoofSheetSpan > 0\r\n // ) {\r\n // newSheetEndSpan = max_end_span;\r\n // is_multispan = false;\r\n // } else {\r\n // is_multispan = true;\r\n // }\r\n\r\n // if (max_span_pressure_table_result > max_end_span - AddLength && !is_multispan) {\r\n // newSheetEndSpan = max_span_pressure_table_result;\r\n // }\r\n\r\n // // Always use pressure table for multispan areas\r\n // if (is_multispan) {\r\n // newSheetEndSpan = max_span_pressure_table_double_result;\r\n // }\r\n\r\n // console.log(this_area_data?.[BASIC_SPECS_SECTIONS.SHAPE].Depth + AddLength);\r\n // console.log(Math.max(max_end_span, max_span_pressure_table_result));\r\n // console.log(max_span_pressure_table_result);\r\n // console.log(max_end_span - AddLength);\r\n // console.log(AddLength);\r\n // console.log(is_multispan);\r\n\r\n // console.log(this_area_data?.[BASIC_SPECS_SECTIONS.SHAPE].Depth);\r\n // console.log(Math.max(max_end_span, max_span_pressure_table_result));\r\n // console.log(\r\n // this_area_data?.[BASIC_SPECS_SECTIONS.SHAPE].Depth <=\r\n // Math.max(max_end_span || max_span_pressure_table_result) &&\r\n // this_area_data?.[BASIC_SPECS_SECTIONS.SHAPE].Depth > 0\r\n // );\r\n\r\n // console.log(is_multispan);\r\n // console.log(newSheetEndSpan);\r\n\r\n // roof_sheet_data[\"MaxEndSheetSpan\"] = newSheetEndSpan;\r\n // roof_sheet_data[\"MaxInternalSheetSpan\"] = newSheetEndSpan;\r\n\r\n // console.log(`Updated Span: ${newSheetEndSpan}`);\r\n\r\n // Add Designed Boolean\r\n roof_sheet_data.RoofSheetData[\"PressureTableMaxSpanSingle\"] = max_span_pressure_table_result;\r\n roof_sheet_data.RoofSheetData[\"PressureTableMaxSpanDouble\"] = max_span_pressure_table_double_result;\r\n\r\n let pt_max_end_span = max_end_span;\r\n if (max_span_pressure_table_result > pt_max_end_span) pt_max_end_span = max_span_pressure_table_result;\r\n console.log(\r\n `Updated Span: ${pt_max_end_span}`,\r\n \"endspan_bfore:\",\r\n max_end_span,\r\n \"roof_sheet_span\",\r\n this_area.META.RoofSheetSpan\r\n );\r\n\r\n if (this_area.META.RoofSheetSpan > pt_max_end_span) {\r\n // is multi span;\r\n this_area.BEAMS_AND_POSTS.NumPurlins = 1;\r\n roof_sheet_data.RoofSheetData[\"InsulatedMultispan\"] = true;\r\n roof_sheet_data.MaxEndSheetSpan = max_span_pressure_table_double_result;\r\n roof_sheet_data.MaxInternalSheetSpan = max_span_pressure_table_double_result;\r\n if (this_area.META.RoofSheetSpan > max_span_pressure_table_double_result * 2)\r\n roof_sheet_data.RoofSheetData[\"InsulatedOverspan\"] = true;\r\n else roof_sheet_data.RoofSheetData[\"InsulatedOverspan\"] = false;\r\n } else {\r\n roof_sheet_data.RoofSheetData[\"InsulatedOverspan\"] = false;\r\n roof_sheet_data.RoofSheetData[\"InsulatedMultispan\"] = false;\r\n this_area.BEAMS_AND_POSTS.NumPurlins = 0;\r\n roof_sheet_data.MaxEndSheetSpan = pt_max_end_span;\r\n roof_sheet_data.MaxInternalSheetSpan = pt_max_end_span;\r\n }\r\n } else {\r\n this_area.BEAMS_AND_POSTS.NumPurlins = -1;\r\n roof_sheet_data.RoofSheetData[\"PressureTableMaxSpanSingle\"] = 0;\r\n roof_sheet_data.RoofSheetData[\"PressureTableMaxSpanDouble\"] = 0;\r\n }\r\n }\r\n\r\n console.log(this_area.SKYLIGHTS.length > 0 && this_area.ROOF_SHEETING.RoofType.includes(\"TL5\") && window.FIELDERS);\r\n if (this_area.SKYLIGHTS.length > 0 && this_area.ROOF_SHEETING.RoofType.includes(\"TL5\") && window.FIELDERS) {\r\n let pLength =\r\n this_area.SHAPE.SheetDirection === \"Front\" || this_area.SHAPE.SheetDirection === \"Back\"\r\n ? this_area.SHAPE.Depth\r\n : this_area.SHAPE.Length;\r\n\r\n let min = parseInt(pLength / 950) - 1;\r\n this_area.BEAMS_AND_POSTS.NumPurlins = min + this_area.BEAMS_AND_POSTS.NumExtraPurlins;\r\n }\r\n\r\n if (this_area.SKYLIGHTS.length > 0 && this_area.ROOF_SHEETING.RoofType.includes(\"Corrugated\") && window.FIELDERS) {\r\n // roof_sheet_data.RoofSpan = \"Non-Trafficable\";\r\n }\r\n\r\n console.log(roof_sheet_data);\r\n\r\n let overhang_ratio = backspan_ratio / (1 + backspan_ratio);\r\n\r\n let is_flat = false;\r\n let is_pitched = false;\r\n let is_portal = false;\r\n\r\n if (this_area.SHAPE.DesignType === CONFIG.DESIGN_TYPES.FLAT) is_flat = true;\r\n if (this_area.SHAPE.DesignType === CONFIG.DESIGN_TYPES.PITCHED) is_pitched = true;\r\n if (this_area.SHAPE.DesignType === CONFIG.DESIGN_TYPES.GABLE_PORTAL) is_portal = true;\r\n\r\n let max_overhang_based_on_width = 999999;\r\n let roof_span_width = this_area_data.SHAPE.Depth;\r\n\r\n console.log(this_area.META);\r\n\r\n if (is_flat) {\r\n if (this_area.SHAPE.SheetDirection === \"Left\" || this_area.SHAPE.SheetDirection === \"Right\") {\r\n roof_span_width = this_area_data.SHAPE.Length;\r\n if (\r\n this_area.SHAPE.OH_Front > 50 &&\r\n (this_area.SHAPE.OH_Back > 50) & !roof_sheet_data.RoofGroupType.toUpperCase().includes(\"BONDOR\")\r\n )\r\n roof_span_width -= Math.max(this_area.SHAPE.OH_Front, this_area.SHAPE.OH_Back);\r\n } else {\r\n roof_span_width = this_area_data.SHAPE.Depth;\r\n if (\r\n this_area.SHAPE.OH_Front > 50 &&\r\n (this_area.SHAPE.OH_Back > 50) & !roof_sheet_data.RoofGroupType.toUpperCase().includes(\"BONDOR\")\r\n )\r\n roof_span_width -= Math.max(this_area.SHAPE.OH_Front, this_area.SHAPE.OH_Back);\r\n }\r\n } else if (is_pitched) {\r\n roof_span_width = this_area_data.SHAPE.Length / 2;\r\n } else if (is_portal) {\r\n roof_span_width = this_area_data.SHAPE.Depth / 2;\r\n }\r\n\r\n console.log(is_pitched);\r\n console.log(is_portal);\r\n console.log(max_end_span);\r\n\r\n if (is_pitched || is_portal) {\r\n let this_max_span = max_end_span;\r\n if (roof_sheet_data.MaxEndSheetSpan !== 0) this_max_span = roof_sheet_data.MaxEndSheetSpan;\r\n\r\n if (roofsheetgroup.gable_end_span_override && this_max_span > roofsheetgroup.gable_end_span_override) {\r\n max_end_span = roofsheetgroup.gable_end_span_override;\r\n roof_sheet_data.MaxEndSheetSpan = max_end_span; // override the sheet span in cad system\r\n roof_sheet_data.MaxEndSheetSpanOverride = max_end_span; // override the sheet span in cad system\r\n } else {\r\n roof_sheet_data.MaxEndSheetSpanOverride = null; // override the sheet span in cad system\r\n }\r\n\r\n this_max_span = max_internal_span;\r\n if (roof_sheet_data.MaxInternalSheetSpan !== 0) this_max_span = roof_sheet_data.MaxInternalSheetSpan;\r\n if (\r\n roofsheetgroup.gable_internal_span_override &&\r\n this_max_span > roofsheetgroup.gable_internal_span_override\r\n ) {\r\n max_internal_span = roofsheetgroup.gable_internal_span_override;\r\n roof_sheet_data.MaxInternalSheetSpan = max_internal_span; // override the sheet span in cad system\r\n roof_sheet_data.MaxInternalSheetSpanOverride = max_internal_span;\r\n } else {\r\n roof_sheet_data.MaxInternalSheetSpanOverride = 0;\r\n }\r\n } else if (!roof_sheet_data?.RoofSheetData?.PressureTableMaxSpanSingle) {\r\n roof_sheet_data.MaxEndSheetSpan = 0;\r\n roof_sheet_data.MaxInternalSheetSpan = 0;\r\n }\r\n\r\n max_overhang_based_on_width =\r\n (roof_span_width / Math.cos(DegreesToRadians(this_area_data.SHAPE.RoofPitch))) * overhang_ratio;\r\n\r\n console.log(\"log overhang:\");\r\n console.log(backspan_ratio);\r\n console.log(overhang_ratio);\r\n console.log(this_area_data.SHAPE.RoofPitch);\r\n console.log(roof_span_width);\r\n console.log(max_overhang_based_on_width);\r\n console.log(max_overhang);\r\n\r\n roof_sheet_data.RoofSheetData.max_overhang = Math.trunc(Math.min(max_overhang, max_overhang_based_on_width));\r\n roof_sheet_data.RoofSheetData.min_front_overhang =\r\n roofsheetgroup?.min_front_overhang !== undefined ? toNumber(roofsheetgroup?.min_front_overhang) : 0;\r\n roof_sheet_data.RoofSheetData.min_side_overhang =\r\n roofsheetgroup?.min_side_overhang !== undefined\r\n ? toNumber(roofsheetgroup?.min_side_overhang)\r\n : design_option?.overhang_right_range?.min\r\n ? design_option.overhang_right_range.min\r\n : 0;\r\n roof_sheet_data.RoofSheetData.max_side_overhang =\r\n roofsheetgroup?.max_side_overhang !== undefined\r\n ? toNumber(roofsheetgroup?.max_side_overhang)\r\n : design_option?.overhang_right_range?.max\r\n ? design_option.overhang_right_range.max\r\n : 0;\r\n\r\n roof_sheet_data.RoofSheetData.max_internal_span = max_internal_span;\r\n roof_sheet_data.RoofSheetData.max_end_span = max_end_span;\r\n roof_sheet_data.RoofSheetData.max_frontback_end_span = is_flat\r\n ? roof_sheet_data.RoofSheetData.max_overhang\r\n : roof_sheet_data.RoofGroupType.includes(\"Bondor\")\r\n ? roof_sheet_data.RoofSheetData.max_overhang\r\n : 0; // Gable no overhang front or back\r\n\r\n // Enforce max\r\n const maxSpan = roof_sheet_data.RoofSheetData.max_frontback_end_span;\r\n if (this_area_data.SHAPE.OH_Front_Sheet > maxSpan) {\r\n this_area_data.SHAPE.OH_Front_Sheet = maxSpan;\r\n }\r\n if (this_area_data.SHAPE.OH_Back_Sheet > maxSpan) {\r\n this_area_data.SHAPE.OH_Back_Sheet = maxSpan;\r\n }\r\n\r\n roof_sheet_data.RoofSheetData.double_beam_hip_required = roofsheetgroup?.double_beam_hip_required ? true : false;\r\n\r\n roof_sheet_data.RoofSheetData.coverage = subType?.coverage\r\n ? Number(subType?.coverage)\r\n : roofsheetgroup?.coverage\r\n ? Number(roofsheetgroup?.coverage)\r\n : 760;\r\n roof_sheet_data.RoofSheetData.sheet_height = subType?.sheet_height\r\n ? Number(subType?.sheet_height)\r\n : roofsheetgroup?.sheet_height\r\n ? Number(roofsheetgroup?.sheet_height)\r\n : 45;\r\n\r\n roof_sheet_data.RoofSheetData.skylight_spacing = subType?.skylight_spacing\r\n ? subType?.skylight_spacing\r\n : roofsheetgroup?.skylight_spacing\r\n ? roofsheetgroup?.skylight_spacing\r\n : 0;\r\n roof_sheet_data.RoofSheetData.gutter_return_not_required =\r\n roofsheetgroup?.gutter_return_not_required !== undefined ? roofsheetgroup?.gutter_return_not_required : false;\r\n roof_sheet_data.RoofSheetData.single_span_only = subType?.single_span_only\r\n ? subType?.single_span_only\r\n : roofsheetgroup?.single_span_only\r\n ? roofsheetgroup?.single_span_only\r\n : false;\r\n roof_sheet_data.RoofSheetData.allow_cyclonic = subType?.allow_cyclonic\r\n ? subType?.allow_cyclonic\r\n : roofsheetgroup?.allow_cyclonic\r\n ? roofsheetgroup?.allow_cyclonic\r\n : false;\r\n roof_sheet_data.RoofSheetData.skylight_coverage = skylight_sheet?.coverage\r\n ? Number(skylight_sheet?.coverage)\r\n : roofsheetgroup?.skylight_coverage\r\n ? Number(roofsheetgroup?.skylight_coverage)\r\n : 0;\r\n\r\n console.log(roofsheetgroup);\r\n // Set the skylight coverage to the cyclonic coverage if exists\r\n if (is_cyclonic && roofsheetgroup?.skylight_cyclonic_coverage != null) {\r\n roof_sheet_data.RoofSheetData.skylight_coverage = roofsheetgroup?.skylight_cyclonic_coverage;\r\n }\r\n\r\n roof_sheet_data.RoofSheetData.wall_fixing_spacing =\r\n roofsheetgroup?.wall_fixing_spacing != undefined ? roofsheetgroup?.wall_fixing_spacing : 600;\r\n\r\n if (!roofsheetgroup.skylights) {\r\n }\r\n\r\n if (roof_sheet_data.RoofSheetData.single_span_only && job.QuoteParameters?.ENGINEERING?.EngineeringResults) {\r\n let AreaMaxResults = job.QuoteParameters?.ENGINEERING?.EngineeringResults?.AreaMaxResults?.[areaIndex];\r\n console.log(\"AreaMaxResults\", AreaMaxResults);\r\n if (is_flat && AreaMaxResults?.NumPurlins > 0) {\r\n AreaMaxResults.PurlinMax = 9.99;\r\n AreaMaxResults.MaxResult = 9.99;\r\n }\r\n }\r\n\r\n /// type 3 side purlin numbe force\r\n if (is_flat) {\r\n if (this_area.SHAPE.SheetDirection === \"Left\" || this_area.SHAPE.SheetDirection === \"Right\") {\r\n let max_end_span = roof_sheet_data.RoofSheetData.max_end_span;\r\n let max_span = roof_sheet_data.RoofSheetData.max_internal_span;\r\n let num_purlins = 2;\r\n if (this_area.META.RoofSheetSpan <= max_end_span) num_purlins = 2;\r\n else if (this_area.META.RoofSheetSpan <= 2 * max_end_span) num_purlins = 3;\r\n else\r\n num_purlins =\r\n Math.trunc((this_area.META.RoofSheetSpan - 2 * max_end_span) / max_span + 0.999999) + 1 + 2;\r\n num_purlins = num_purlins + this_area.BEAMS_AND_POSTS.NumExtraPurlins;\r\n this_area.BEAMS_AND_POSTS.NumPurlins = num_purlins - 2;\r\n }\r\n }\r\n\r\n // downlights & fan brackets\r\n let allow_downlights = false;\r\n if (\r\n roof_sheet_data.RoofGroupType.toUpperCase().includes(\"BONDOR\") ||\r\n roof_sheet_data.RoofGroupType.toUpperCase().includes(\"VERSICLAD\")\r\n ) {\r\n allow_downlights = true;\r\n }\r\n\r\n // Add fan bracket\r\n if (roofsheetgroup?.fan_bracket && roofsheetgroup?.fan_bracket !== \"\") {\r\n roof_sheet_data.FanBracketSelection = roofsheetgroup.fan_bracket;\r\n if (!roof_sheet_data?.FanBrackets) roof_sheet_data.FanBrackets = roofsheetgroup.fan_bracket_default ?? 1; // Default or 1\r\n }\r\n\r\n if (!allow_downlights || !design_option?.downlight_options) {\r\n roof_sheet_data.DownlightData = null;\r\n } else {\r\n let downlight_data = roof_sheet_data?.DownlightData;\r\n if (!downlight_data) downlight_data = {};\r\n\r\n // Update default downlight\r\n if (!downlight_data?.DownlightSelection) downlight_data.DownlightSelection = design_option?.downlight_default;\r\n\r\n // Set default downlight to next available downlight from downlight menu if default doesn't exist\r\n if (!design_option?.downlight_options.includes(downlight_data.DownlightSelection)) {\r\n downlight_data.DownlightSelection = \"None\";\r\n }\r\n\r\n // Update control type to automatic if not set\r\n if (!downlight_data?.ControlType) downlight_data.ControlType = \"Automatic\";\r\n\r\n if (downlight_data.DownlightSelection === \"None\") {\r\n downlight_data.Amount = 0;\r\n } else if (downlight_data?.ControlType === \"Automatic\" || !downlight_data.Amount) {\r\n // Update amount for design\r\n let width = this_area_data.SHAPE.Depth;\r\n let length = this_area_data.SHAPE.Length;\r\n\r\n width = width - 200;\r\n length = length - 200;\r\n\r\n let totalDownlights = length / 2000;\r\n\r\n if (totalDownlights < 1) totalDownlights = 1;\r\n if (width > 3000) totalDownlights *= 2;\r\n\r\n downlight_data.Amount = Math.floor(totalDownlights);\r\n }\r\n\r\n if (downlight_data.DownlightSelection !== \"None\") {\r\n if (roof_sheet_data.RoofGroupType.toUpperCase().includes(\"VERSICLAD\")) {\r\n downlight_data.DownlightSelection = \"DLKITV\";\r\n downlight_data.DownlightColour = \"Tri-Colour (Cool/Neutral/Warm)\";\r\n } else {\r\n downlight_data.DownlightSelection = \"DLKIT9W\";\r\n let dl_bondor_colours = [\"Cool White\", \"Warm White\"];\r\n if (!dl_bondor_colours.includes(downlight_data.DownlightColour))\r\n downlight_data.DownlightColour = dl_bondor_colours[0];\r\n }\r\n }\r\n\r\n roof_sheet_data.DownlightData = downlight_data;\r\n }\r\n\r\n return roof_sheet_data;\r\n};\r\n\r\nexport const validateGutterDownpipeData = (config, job, areaIndex) => {\r\n let this_area_data = job.AreaSpecifications[areaIndex];\r\n let this_area_data_META = this_area_data?.META;\r\n let gutter_downpipe_data = { ...this_area_data[BASIC_SPECS_SECTIONS.GUTTERS_AND_DOWNPIPES] };\r\n let gutter_types = config.gutter_types;\r\n let downpipe_types = config.downpipe_types;\r\n let design_option = config?.design_options?.[this_area_data.SHAPE.DesignType];\r\n\r\n let fascia_colour = this_area_data?.[BASIC_SPECS_SECTIONS.BEAMS_AND_POSTS]?.BeamCol1;\r\n let edge_beam_colour = this_area_data?.[BASIC_SPECS_SECTIONS.BEAMS_AND_POSTS]?.BeamCol3;\r\n\r\n // Update job state with gutter and downpipe selections\r\n gutter_downpipe_data.GutterIsSelected =\r\n gutter_downpipe_data.GutterB === 1 ||\r\n gutter_downpipe_data.GutterF === 1 ||\r\n gutter_downpipe_data.GutterL === 1 ||\r\n gutter_downpipe_data.GutterR === 1;\r\n\r\n gutter_downpipe_data.DownpipeIsSelected =\r\n !!gutter_downpipe_data.Downpipes?.length || gutter_downpipe_data.AddAutomaticDownpipes === 1;\r\n\r\n // Update Obsolete References\r\n\r\n if (gutter_downpipe_data?.DownpipeType === \"65mm Round Downpipe\")\r\n gutter_downpipe_data.DownpipeType = \"65mm Round PVC Downpipe\";\r\n if (gutter_downpipe_data?.DownpipeType === \"75mm Round Downpipe\")\r\n gutter_downpipe_data.DownpipeType = \"75mm Round PVC Downpipe\";\r\n if (gutter_downpipe_data?.DownpipeType === \"80mm Round Downpipe\")\r\n gutter_downpipe_data.DownpipeType = \"80mm Round PVC Downpipe\";\r\n if (gutter_downpipe_data?.DownpipeType === \"90mm Round Downpipe\")\r\n gutter_downpipe_data.DownpipeType = \"90mm Round PVC Downpipe\";\r\n if (gutter_downpipe_data?.DownpipeType === \"65mm Square Downpipe\")\r\n gutter_downpipe_data.DownpipeType = \"65mm x 65mm Square Downpipe\";\r\n\r\n let this_downpipe = downpipe_types?.[gutter_downpipe_data.DownpipeType];\r\n if (!this_downpipe && design_option?.downpipe_default) {\r\n gutter_downpipe_data.DownpipeType = design_option?.downpipe_default;\r\n this_downpipe = downpipe_types?.[gutter_downpipe_data.DownpipeType];\r\n }\r\n\r\n // let colour_arrays = getState().config.colour_arrays;\r\n\r\n // console.log(design_option?.gutter_options, gutter_downpipe_data.GutterType);\r\n if (design_option?.gutter_options && !design_option?.gutter_options.includes(gutter_downpipe_data.GutterType)) {\r\n gutter_downpipe_data.GutterType = design_option?.gutter_default;\r\n }\r\n\r\n let this_gutter = gutter_types[gutter_downpipe_data.GutterType];\r\n if (!this_gutter && design_option?.gutter_default) {\r\n gutter_downpipe_data.GutterType = design_option?.gutter_default;\r\n this_gutter = gutter_types?.[gutter_downpipe_data.GutterType];\r\n }\r\n console.log(areaIndex + \"AFTER\", gutter_downpipe_data.GutterType);\r\n\r\n // if (this_gutter.easy_fix_allowed === false) {\r\n // gutter_downpipe_data.EasyFixMitres = 0;\r\n // }\r\n // if (this_gutter.easy_fix_required === true) {\r\n gutter_downpipe_data.EasyFixMitres = 0;\r\n // }\r\n // if (this_gutter.hand_made_mitres_required === true) {\r\n gutter_downpipe_data.HandmadeMitres = 0; // coopted for special corners\r\n // }\r\n // if (this_gutter.return_allowed === false) {\r\n gutter_downpipe_data.GutterWithReturn = 0;\r\n // }\r\n // if (this_gutter.slotted_allowed === false) {\r\n gutter_downpipe_data.SlottedGutter = 0;\r\n // }\r\n\r\n let GutterReturnNotRequired =\r\n this_area_data?.[BASIC_SPECS_SECTIONS.ROOF_SHEETING]?.RoofSheetData?.gutter_return_not_required;\r\n\r\n if (gutter_downpipe_data.GutterType.includes(\"Return\")) GutterReturnNotRequired = true;\r\n\r\n if (GutterReturnNotRequired) {\r\n gutter_downpipe_data.GutterReturnNotRequired = 1;\r\n } else {\r\n gutter_downpipe_data.GutterReturnNotRequired = \"\";\r\n }\r\n\r\n // gutter colours\r\n\r\n let gutter_colours = COMMON.GetColourArray(this_gutter?.colours, config.colour_arrays);\r\n if (!gutter_colours.includes(gutter_downpipe_data.GutterCol)) {\r\n gutter_downpipe_data[\"GutterColourSelectionMade\"] = false;\r\n if (gutter_colours.length === 1) {\r\n gutter_downpipe_data[\"GutterColourSelectionMade\"] = true;\r\n gutter_downpipe_data.GutterCol = gutter_colours[0];\r\n } else if (!gutter_colours.includes(gutter_downpipe_data.DownpipeCol)) gutter_downpipe_data.GutterCol = \"TBA\";\r\n // if (!gutter_colours.includes(gutter_downpipe_data.DownpipeCol)) gutter_downpipe_data.GutterCol = gutter_colours[0];\r\n } else if (gutter_downpipe_data.GutterCol !== \"TBA\") {\r\n gutter_downpipe_data.GutterColourSelectionMade = true;\r\n }\r\n\r\n let gutter_colour = gutter_downpipe_data.GutterCol;\r\n let colourMatch = {\r\n \"Match Fascia\": fascia_colour,\r\n \"Match Gutter\": gutter_colour,\r\n \"Match Edge Beam\": edge_beam_colour,\r\n };\r\n\r\n if (!gutter_downpipe_data.BoxGutterColourMatchBeam)\r\n gutter_downpipe_data.BoxGutterColourMatchBeam = gutter_downpipe_data.BoxGutterColour;\r\n\r\n gutter_downpipe_data.BoxGutterColour = gutter_downpipe_data.BoxGutterColourMatchBeam;\r\n if (gutter_downpipe_data.BoxGutterColourMatchBeam in colourMatch) {\r\n gutter_downpipe_data.BoxGutterColour = colourMatch[gutter_downpipe_data.BoxGutterColourMatchBeam];\r\n }\r\n\r\n // downpipe colours\r\n\r\n if (\r\n design_option?.downpipe_options &&\r\n !design_option?.downpipe_options.includes(gutter_downpipe_data.DownpipeType)\r\n ) {\r\n gutter_downpipe_data.DownpipeType = design_option?.downpipe_default;\r\n }\r\n\r\n let downpipe_colours = COMMON.GetColourArray(this_downpipe?.colours, config?.colour_arrays);\r\n if (!downpipe_colours.includes(gutter_downpipe_data.DownpipeCol)) {\r\n gutter_downpipe_data[\"DownpipeColourSelectionMade\"] = false;\r\n if (downpipe_colours.length === 1) {\r\n gutter_downpipe_data[\"DownpipeColourSelectionMade\"] = true;\r\n gutter_downpipe_data.DownpipeCol = downpipe_colours[0];\r\n } else if (!downpipe_colours.includes(gutter_downpipe_data.DownpipeCol))\r\n gutter_downpipe_data.DownpipeCol = \"TBA\";\r\n // if (!downpipe_colours.includes(gutter_downpipe_data.DownpipeCol)) gutter_downpipe_data.DownpipeCol = downpipe_colours[0];\r\n } else if (gutter_downpipe_data.DownpipeCol !== \"TBA\") {\r\n gutter_downpipe_data.DownpipeColourSelectionMade = true;\r\n }\r\n\r\n if (this_area_data_META) {\r\n if (this_area_data_META?.HasInsulatedPanel) gutter_downpipe_data.GutterVerticalAlign = 1;\r\n else gutter_downpipe_data.GutterVerticalAlign = 0;\r\n\r\n if (\r\n this_area_data_META.FrontState.AttachmentType?.includes(\"Fascia\") &&\r\n this_area_data_META.FrontState.HasGutter &&\r\n !this_area_data_META.FrontState.IsWaterShed\r\n )\r\n gutter_downpipe_data.GutterF = 0;\r\n if (\r\n this_area_data_META.BackState.AttachmentType?.includes(\"Fascia\") &&\r\n this_area_data_META.BackState.HasGutter &&\r\n !this_area_data_META.BackState.IsWaterShed\r\n )\r\n gutter_downpipe_data.GutterB = 0;\r\n if (\r\n this_area_data_META.LeftState.AttachmentType?.includes(\"Fascia\") &&\r\n this_area_data_META.LeftState.HasGutter &&\r\n !this_area_data_META.LeftState.IsWaterShed\r\n )\r\n gutter_downpipe_data.GutterL = 0;\r\n if (\r\n this_area_data_META.RightState.AttachmentType?.includes(\"Fascia\") &&\r\n this_area_data_META.RightState.HasGutter &&\r\n !this_area_data_META.RightState.IsWaterShed\r\n )\r\n gutter_downpipe_data.GutterR = 0;\r\n }\r\n\r\n if (gutter_downpipe_data.BoxGutterWidth > 230) gutter_downpipe_data.BoxGutterWidth = 260;\r\n else if (gutter_downpipe_data.BoxGutterWidth > 200 && gutter_downpipe_data.BoxGutterWidth < 230)\r\n gutter_downpipe_data.BoxGutterWidth = 230;\r\n else if (gutter_downpipe_data.BoxGutterWidth < 200) gutter_downpipe_data.BoxGutterWidth = 200;\r\n\r\n return gutter_downpipe_data;\r\n};\r\n\r\nexport const validateAreaAttachmentData = (config, job, areaIndex, in_adjusted_length = null) => {\r\n let last_area_data = job.AreaSpecifications?.[areaIndex - 1];\r\n let this_area_data = job.AreaSpecifications[areaIndex];\r\n let next_area_data = job.AreaSpecifications?.[areaIndex + 1];\r\n\r\n let ATTACHMENT_TYPES = config.attachment_types;\r\n\r\n let rafter_bracket_codes = ATTACHMENT_TYPES[\"Rafter Brackets supporting Beam\"].bracket_type_code;\r\n let wall_bracket_codes = ATTACHMENT_TYPES[\"Wall with Offset Brackets Supporting Gutter and Beam\"].bracket_type_code;\r\n\r\n let region = job?.SiteParameters?.WindData?.WindZoneAS1170?.region;\r\n let attachment_data = { ...this_area_data[BASIC_SPECS_SECTIONS.ATTACHMENTS] };\r\n\r\n let is_flat = this_area_data.SHAPE.DesignType === CONFIG.DESIGN_TYPES.FLAT;\r\n let is_deck = this_area_data.SHAPE.DesignType === CONFIG.DESIGN_TYPES.DECK;\r\n let is_gable = this_area_data.SHAPE.DesignType === CONFIG.DESIGN_TYPES.GABLE_PORTAL;\r\n\r\n if (attachment_data?.AttachmentModifications && attachment_data?.AttachmentModifications.constructor == Array) {\r\n for (let data_mods of attachment_data?.AttachmentModifications) {\r\n if (window.LYSAGHT && !job.DesignParameters.USE_ATTACHMENTS_2) {\r\n data_mods.HasBracketType = 0;\r\n data_mods.BracketType = \"\";\r\n data_mods.BracketSpacing = 0;\r\n if (data_mods.AttachmentType === \"Wall\") {\r\n if (data_mods.AttachmentSubType === \"Timber Wall\") {\r\n data_mods.HasBracketType = 1;\r\n data_mods.HasBracketSpacing = 1;\r\n data_mods.BracketType = \"R/C w/ Coach Screws\";\r\n data_mods.BracketTypeCode = \"CS7510G\";\r\n data_mods.BracketSpacing = 600;\r\n } else if (data_mods.AttachmentSubType === \"Timber Wall On Beam\") {\r\n data_mods.HasBracketType = 1;\r\n data_mods.HasBracketSpacing = 1;\r\n data_mods.BracketType = \"R/C on Beam w/ Coach Screws\";\r\n data_mods.BracketTypeCode = \"CS7510G\";\r\n data_mods.BracketSpacing = 600;\r\n } else if (data_mods.AttachmentSubType === \"Masonry Wall\") {\r\n data_mods.HasBracketType = 1;\r\n data_mods.HasBracketSpacing = 1;\r\n data_mods.BracketType = \"R/C w/ Masonry Anchors\";\r\n data_mods.BracketTypeCode = \"SA7510G\";\r\n data_mods.BracketSpacing = 600;\r\n } else if (data_mods.AttachmentSubType === \"Masonry Wall On Beam\") {\r\n data_mods.HasBracketType = 1;\r\n data_mods.HasBracketSpacing = 1;\r\n data_mods.BracketType = \"R/C on Beam w/ Masonry Anchors\";\r\n data_mods.BracketTypeCode = \"SA7510G\";\r\n data_mods.BracketSpacing = 600;\r\n }\r\n // data_mods.WallHeight = this_area_data.SHAPE.Height;\r\n // data_mods.HasWallHeight = 1;\r\n data_mods.WallOnly = 1;\r\n }\r\n if (data_mods.AttachmentType === \"Timber Fascia Drop\") {\r\n data_mods.HasBracketType = 1;\r\n data_mods.HasBracketSpacing = 1;\r\n data_mods.BracketType = \"CON110\";\r\n data_mods.BracketTypeCode = \"CON110\";\r\n data_mods.BracketSpacing = job?.SiteParameters?.ExistingStructure?.RoofType === \"Tile\" ? 600 : 900;\r\n }\r\n if (data_mods.AttachmentType === \"Metal Fascia Drop\") {\r\n data_mods.HasBracketType = 1;\r\n data_mods.HasBracketSpacing = 1;\r\n data_mods.BracketType = \"CON110\";\r\n data_mods.BracketTypeCode = \"CON110\";\r\n data_mods.BracketSpacing = job?.SiteParameters?.ExistingStructure?.RoofType === \"Tile\" ? 600 : 900;\r\n }\r\n } else {\r\n data_mods.HasBracketType = 0;\r\n data_mods.BracketType = \"\";\r\n data_mods.BracketSpacing = 0;\r\n }\r\n\r\n if (job.DesignParameters.USE_ATTACHMENTS_2) {\r\n let schema = null;\r\n\r\n let attachment_beam = this_area_data[BASIC_SPECS_SECTIONS.BEAMS_AND_POSTS].BeamType1;\r\n if (this_area_data.SHAPE.DesignType === CONFIG.DESIGN_TYPES.GABLE_PORTAL) {\r\n attachment_beam = this_area_data[BASIC_SPECS_SECTIONS.BEAMS_AND_POSTS].BeamType3;\r\n } else if (data_mods?.RoofAlignment && data_mods?.RoofAlignment.includes(\"Side\")) {\r\n attachment_beam = this_area_data[BASIC_SPECS_SECTIONS.BEAMS_AND_POSTS].BeamType3;\r\n }\r\n\r\n let is_active_atttachment = false;\r\n if (data_mods.Ref.includes(\"Back\") && this_area_data.META.BackState.HasAttachment) {\r\n is_active_atttachment = true;\r\n }\r\n if (data_mods.Ref.includes(\"Left\") && this_area_data.META.LeftState.HasAttachment) {\r\n is_active_atttachment = true;\r\n }\r\n if (data_mods.Ref.includes(\"Right\") && this_area_data.META.RightState.HasAttachment) {\r\n is_active_atttachment = true;\r\n }\r\n if (data_mods.Ref.includes(\"Front\") && this_area_data.META.FrontState.HasAttachment) {\r\n is_active_atttachment = true;\r\n }\r\n\r\n if (\r\n is_flat &&\r\n data_mods.Ref.includes(this_area_data.SHAPE.SheetDirection + \" \") &&\r\n data_mods.FasciaType.includes(\"Fascia\")\r\n ) {\r\n data_mods.AttachmentType = \"Rafter Brackets supporting Beam\";\r\n data_mods.FasciaType = \"Beam\";\r\n data_mods.HasBeam = 1;\r\n }\r\n\r\n if (is_deck) {\r\n this_area_data[BASIC_SPECS_SECTIONS.EXISTING_STRUCTURE].SITE_FasciaType = \"Wall\";\r\n data_mods.AttachmentType = \"Wall\";\r\n data_mods.FasciaType = \"Wall\";\r\n schema = ATTACHMENT_TYPES[data_mods.AttachmentType];\r\n if (data_mods?.AttachmentVariation && schema?.variations?.[data_mods.AttachmentVariation]) {\r\n schema = { ...schema, ...schema.variations[data_mods.AttachmentVariation] };\r\n } else {\r\n data_mods.AttachmentVariation = \"Masonry Wall With Beam\";\r\n if (data_mods?.AttachmentVariation && schema?.variations?.[data_mods.AttachmentVariation]) {\r\n schema = { ...schema, ...schema.variations[data_mods.AttachmentVariation] };\r\n }\r\n }\r\n data_mods.HasBeam = schema?.has_beam ? 1 : 0;\r\n data_mods.WallType = schema?.wall_type ? schema.wall_type : \"\";\r\n data_mods.WallOnly = schema?.wall_only ? 1 : 0;\r\n\r\n data_mods.BracketType = schema?.bracket_type_desc ? schema.bracket_type_desc : \"\";\r\n data_mods.HasBracketType = 0;\r\n\r\n data_mods.RafterBracketTypeCode = \"\";\r\n data_mods.WallBracketTypeCode = \"\";\r\n data_mods.AttachmentBeamType = attachment_beam;\r\n data_mods.WallType = schema?.wall_type ? schema?.wall_type : \"Brick\";\r\n } else {\r\n if (ATTACHMENT_TYPES[data_mods.AttachmentType]) {\r\n schema = ATTACHMENT_TYPES[data_mods.AttachmentType];\r\n if (data_mods?.AttachmentVariation && schema?.variations?.[data_mods.AttachmentVariation]) {\r\n schema = { ...schema, ...schema.variations[data_mods.AttachmentVariation] };\r\n if (is_gable && data_mods.AttachmentVariation === \"Gutter\") {\r\n schema.height_offset_max = \"Beam_Height-50\";\r\n schema.height_offset_min = \"Beam_Height-50\";\r\n schema.height_offset_editable_side = false;\r\n }\r\n }\r\n data_mods.HasBeam = schema.has_beam ? 1 : 0;\r\n data_mods.WallType = schema.wall_type ? schema.wall_type : \"\";\r\n data_mods.WallOnly = schema.wall_only ? 1 : 0;\r\n if (schema?.old_key) data_mods.FasciaType = schema.old_key;\r\n\r\n if (schema?.old_key == \"Wall\" && schema.has_beam)\r\n attachment_beam = this_area_data[BASIC_SPECS_SECTIONS.BEAMS_AND_POSTS].BeamType1; // in this case the added beam is the same a fascia beam, not rafter;\r\n\r\n if (schema.has_gutter) {\r\n if (is_active_atttachment) {\r\n if (\r\n data_mods.Ref.includes(\"Back\") &&\r\n this_area_data.GUTTERS_AND_DOWNPIPES.GutterB === 0\r\n )\r\n this_area_data.GUTTERS_AND_DOWNPIPES.GutterB = 1;\r\n if (\r\n data_mods.Ref.includes(\"Left\") &&\r\n this_area_data.GUTTERS_AND_DOWNPIPES.GutterL === 0\r\n )\r\n this_area_data.GUTTERS_AND_DOWNPIPES.GutterL = 1;\r\n if (\r\n data_mods.Ref.includes(\"Right\") &&\r\n this_area_data.GUTTERS_AND_DOWNPIPES.GutterR === 0\r\n )\r\n this_area_data.GUTTERS_AND_DOWNPIPES.GutterR = 1;\r\n if (\r\n data_mods.Ref.includes(\"Front\") &&\r\n this_area_data.GUTTERS_AND_DOWNPIPES.GutterF === 0\r\n )\r\n this_area_data.GUTTERS_AND_DOWNPIPES.GutterF = 1;\r\n }\r\n data_mods.gutter = 1;\r\n } else if (schema.has_gutter === false) {\r\n if (is_active_atttachment) {\r\n if (data_mods.Ref.includes(\"Back\")) this_area_data.GUTTERS_AND_DOWNPIPES.GutterB = 0;\r\n if (data_mods.Ref.includes(\"Left\")) this_area_data.GUTTERS_AND_DOWNPIPES.GutterL = 0;\r\n if (data_mods.Ref.includes(\"Right\")) this_area_data.GUTTERS_AND_DOWNPIPES.GutterR = 0;\r\n if (data_mods.Ref.includes(\"Front\")) this_area_data.GUTTERS_AND_DOWNPIPES.GutterF = 0;\r\n }\r\n data_mods.gutter = 0;\r\n } else {\r\n data_mods.gutter = 0;\r\n }\r\n\r\n if (schema.has_beam && data_mods.AttachmentType.includes(\"Offset\") && is_active_atttachment) {\r\n if (data_mods.Ref.includes(\"Left\")) this_area_data.BEAMS_AND_POSTS.OmitLeftBeam = 0;\r\n if (data_mods.Ref.includes(\"Right\")) this_area_data.BEAMS_AND_POSTS.OmitRightBeam = 0;\r\n }\r\n\r\n if (schema.bracket_type_code) {\r\n let bracket = schema.bracket_type_code?.default;\r\n // let this_fascia_beam = this_area_data[BASIC_SPECS_SECTIONS.BEAMS_AND_POSTS].BeamType1;\r\n if (schema.bracket_type_code?.[attachment_beam])\r\n bracket = schema.bracket_type_code?.[attachment_beam];\r\n\r\n if (region === \"C\" || region === \"D\") {\r\n if (schema.bracket_type_code?.cyclonic) bracket = schema.bracket_type_code?.cyclonic;\r\n if (schema.bracket_type_code?.[attachment_beam + \"_cyclonic\"])\r\n bracket = schema.bracket_type_code?.[attachment_beam + \"_cyclonic\"];\r\n }\r\n\r\n if (bracket) {\r\n data_mods.BracketType = schema.bracket_type_desc ? schema.bracket_type_desc : \"\";\r\n data_mods.BracketTypeCode = bracket;\r\n data_mods.BracketSpacing =\r\n job?.SiteParameters?.ExistingStructure?.RoofType === \"Tile\"\r\n ? schema.bracket_spacing_tile\r\n : schema.bracket_spacing_sheet;\r\n if (data_mods.BracketSpacing === \"FlyoverBracketSpacing\")\r\n data_mods.BracketSpacing = job.SiteParameters.FlyoverBracketSpacing;\r\n data_mods.HasBracketType = 1;\r\n data_mods.HasBracketSpacing = 1;\r\n } else {\r\n data_mods.HasBracketType = 0;\r\n data_mods.HasBracketSpacing = 0;\r\n data_mods.BracketTypeCode = \"\";\r\n }\r\n } else {\r\n data_mods.HasBracketSpacing = 0;\r\n data_mods.BracketTypeCode = \"\";\r\n }\r\n\r\n data_mods.BracketType = schema.bracket_type_desc ? schema.bracket_type_desc : \"\";\r\n data_mods.HasBracketType = data_mods.BracketType ? 1 : 0;\r\n\r\n let rafter_bracket_code = rafter_bracket_codes?.default;\r\n if (rafter_bracket_codes[attachment_beam])\r\n rafter_bracket_code = rafter_bracket_codes[attachment_beam];\r\n data_mods.RafterBracketTypeCode = rafter_bracket_code;\r\n\r\n let wall_bracket_code = wall_bracket_codes?.default;\r\n if (wall_bracket_codes[attachment_beam])\r\n wall_bracket_code = wall_bracket_codes[attachment_beam];\r\n data_mods.WallBracketTypeCode = wall_bracket_code;\r\n data_mods.AttachmentBeamType = attachment_beam;\r\n data_mods.WallType = schema?.wall_type ? schema?.wall_type : \"Brick\";\r\n\r\n if (schema?.old_key && !schema?.old_key.includes(\"Beam\")) {\r\n data_mods.RafterBracketTypeCode = data_mods.BracketTypeCode;\r\n data_mods.WallBracketTypeCode = data_mods.BracketTypeCode;\r\n }\r\n\r\n if (schema.wall_thickness)\r\n data_mods.CladdingWidth =\r\n job.SiteParameters[SITE_PARAMETER_SECTIONS.ExistingStructure].CladdingWidth;\r\n }\r\n\r\n if (\r\n data_mods?.FasciaType === \"Wall\" &&\r\n this_area_data?.[BASIC_SPECS_SECTIONS.ROOF_SHEETING]?.RoofSheetData?.wall_fixing_spacing\r\n ) {\r\n data_mods.BracketType = data_mods.BracketType.replaceAll(\r\n \"600 cts\",\r\n this_area_data?.[BASIC_SPECS_SECTIONS.ROOF_SHEETING]?.RoofSheetData?.wall_fixing_spacing +\r\n \"cts\"\r\n );\r\n }\r\n\r\n // let is_side = data_mods.Ref.includes(\"Right\") || data_mods.Ref.includes(\"Left\");\r\n if (data_mods.WallOnly) {\r\n // if (!schema?.depth_offset_editable && schema?.depth_offset_default !== undefined) {\r\n // data_mods.EaveWidth = schema.depth_offset_default;\r\n // data_mods.HasEaveWidth = 1;\r\n // } else {\r\n data_mods.EaveWidth = 0;\r\n data_mods.HasEaveWidth = 1;\r\n // }\r\n } else {\r\n data_mods.EaveWidth = toNumber(data_mods.EaveWidth);\r\n data_mods.HasEaveWidth = 1;\r\n }\r\n if (data_mods.vOffset !== undefined) {\r\n let area_height = this_area_data.SHAPE.Height;\r\n let roof_sheet_data = this_area_data[BASIC_SPECS_SECTIONS.ROOF_SHEETING].RoofSheetData;\r\n let roof_sheet_height = roof_sheet_data.sheet_height;\r\n let eaveWidth = data_mods.HasEaveWidth\r\n ? data_mods.EaveWidth\r\n : job.SiteParameters.ExistingStructure.EaveDepth;\r\n\r\n let beam_height = GetBeamHeight(attachment_beam);\r\n\r\n let roof_alignment = getRoofAlignmentFromRef(data_mods.Ref, this_area_data);\r\n\r\n let offsets = getOffsets(\r\n schema,\r\n beam_height,\r\n roof_sheet_height,\r\n eaveWidth,\r\n roof_alignment,\r\n data_mods.vOffset,\r\n data_mods.hOffset\r\n );\r\n offsets = adjustOffsetForSide(data_mods.Ref, offsets, roof_alignment, this_area_data);\r\n\r\n let wall_height = area_height;\r\n\r\n if (\r\n this_area_data.SHAPE.DesignType === CONFIG.DESIGN_TYPES.GABLE_PORTAL ||\r\n this_area_data.SHAPE.DesignType === CONFIG.DESIGN_TYPES.PITCHED\r\n ) {\r\n wall_height = area_height + 100 - offsets.v;\r\n console.log(\"offsets\", { ...offsets }, beam_height, area_height, wall_height);\r\n } else {\r\n let up_fascia = job.SiteParameters?.ExistingStructure?.FasciaHeight\r\n ? job.SiteParameters?.ExistingStructure?.FasciaHeight - 110\r\n : 75;\r\n // wall_height = area_height - up_fascia - roof_sheet_height - offsets.v;\r\n\r\n wall_height = area_height - offsets.v - up_fascia - roof_sheet_height;\r\n console.log(\r\n \"offsets\",\r\n data_mods.Ref,\r\n { ...offsets },\r\n beam_height,\r\n area_height,\r\n wall_height\r\n );\r\n }\r\n\r\n // wall_height = area_height;\r\n data_mods.WallHeight = isNaN(wall_height) ? \"\" : Number(wall_height);\r\n // data_mods.WallHeight = 500;\r\n data_mods.HasWallHeight = isNaN(wall_height) ? 0 : 1;\r\n\r\n if (is_active_atttachment) {\r\n if (data_mods.FasciaType.includes(\"Flyover\")) {\r\n // if (this_area_data.SHAPE.DesignType === CONFIG.DESIGN_TYPES.GABLE_PORTAL) {\r\n this_area_data[BASIC_SPECS_SECTIONS.EXISTING_STRUCTURE].SITE_FasciaType = \"Flyover\";\r\n // }\r\n\r\n if (\r\n wall_height <\r\n this_area_data[BASIC_SPECS_SECTIONS.EXISTING_STRUCTURE].SITE_WallHeight\r\n ) {\r\n this_area_data[BASIC_SPECS_SECTIONS.EXISTING_STRUCTURE].SITE_WallHeight =\r\n wall_height;\r\n // if (this_area_data.areaIndex === 0)\r\n // job.SiteParameters[SITE_PARAMETER_SECTIONS.ExistingStructure].WallHeight =\r\n // this_area_data[BASIC_SPECS_SECTIONS.EXISTING_STRUCTURE].SITE_WallHeight;\r\n }\r\n } else {\r\n if (\r\n wall_height <\r\n this_area_data[BASIC_SPECS_SECTIONS.EXISTING_STRUCTURE].SITE_WallHeight\r\n ) {\r\n this_area_data[BASIC_SPECS_SECTIONS.EXISTING_STRUCTURE].SITE_WallHeight =\r\n wall_height;\r\n }\r\n }\r\n }\r\n if (data_mods.FasciaType.includes(\"Not Attached\")) {\r\n data_mods.AttachmentHOffset = data_mods.hOffset;\r\n } else {\r\n data_mods.AttachmentHOffset = 0;\r\n }\r\n }\r\n }\r\n }\r\n }\r\n }\r\n return attachment_data;\r\n};\r\n\r\nexport const ReplaceObsoleteReferences = (value_to_validate) => {\r\n if (value_to_validate === \"656508\") return \"656510\";\r\n if (value_to_validate === \"F10015\") return \"FL10015\";\r\n if (value_to_validate === \"F15015\") return \"FL15015\";\r\n if (value_to_validate === \"F20015\") return \"FL20015\";\r\n return value_to_validate;\r\n};\r\n\r\nexport const validateRHSPostFooting = (config, job, areaIndex) => {\r\n const jobColumns = job?.QuoteParameters?.ENGINEERING?.EngineeringResults?.ProcessedLoadData?.Cols;\r\n const jobAreaData = job?.AreaSpecifications[areaIndex];\r\n const configPostTypes = config?.post_types;\r\n const defaultFooting = jobAreaData[BASIC_SPECS_SECTIONS.BEAMS_AND_POSTS]?.FootingType;\r\n\r\n // Get all RHS posts available for selection from the config object\r\n let configRHSPosts = [];\r\n for (const post in configPostTypes) {\r\n if (configPostTypes.hasOwnProperty(post)) {\r\n const element = configPostTypes[post];\r\n if (element[\"Product Code\"] && element[\"Product Code\"].includes(\"RHS\")) {\r\n configRHSPosts.push(post);\r\n }\r\n }\r\n }\r\n\r\n // Search engineering for RHS columns with anything other than a 'concrete in slab' footing. These are invalid\r\n let invalidFootings = [];\r\n if (jobColumns != null) {\r\n for (const [key, value] of Object.entries(jobColumns)) {\r\n if (configRHSPosts.includes(value.ColumnType) && value.GroundConnection !== \"Concrete In\") {\r\n invalidFootings.push({\r\n ...value,\r\n isDefault: value.GroundConnection === defaultFooting,\r\n });\r\n }\r\n }\r\n }\r\n\r\n return invalidFootings;\r\n};\r\n\r\nexport const validateRHSBeamLength = (config, job, areaIndex, newBeamSelection = null) => {\r\n const jobAreaData = job?.AreaSpecifications[areaIndex];\r\n const designType = jobAreaData?.SHAPE?.DesignType;\r\n const hasRidgeBeam = jobAreaData?.BEAMS_AND_POSTS?.HasRidgeBeam === 1;\r\n const jobBeams = job?.QuoteParameters?.ENGINEERING?.EngineeringResults?.ProcessedLoadData?.Beams;\r\n const areaConfig = config?.design_options[designType];\r\n\r\n const maxLengthRHS = 8000;\r\n const rhs = \"Box with RHS Insert\";\r\n\r\n const configRHSBeamType1 = areaConfig?.beam_1?.options[rhs];\r\n const configRHSBeamType2 = hasRidgeBeam ? areaConfig?.beam_2_inset?.options[rhs] : areaConfig?.beam_2?.options[rhs];\r\n const configRHSBeamType3 = areaConfig?.beam_3?.options[rhs];\r\n const configRHSBeamType4 = areaConfig?.beam_4?.options[rhs];\r\n\r\n let resultSet = new Set();\r\n\r\n if (!jobBeams) return resultSet;\r\n\r\n // Search engineering results for beams over the RHS limit\r\n const longBeams = Object.values(jobBeams).reduce((acc, { Name, BeamType, Length }) => {\r\n if (Length > maxLengthRHS) {\r\n const cleanedName = Name.replace(/[0-9]/g, \"\");\r\n const entry = { Name: cleanedName, BeamType, BeamTypeID: 0 };\r\n acc.push(entry);\r\n }\r\n return acc;\r\n }, []);\r\n\r\n for (let i = longBeams.length - 1; i >= 0; i--) {\r\n // Determine the beam type ID (1, 2, 3 or 4)\r\n switch (designType) {\r\n case CONFIG.DESIGN_TYPES.FLAT:\r\n if (longBeams[i].Name === \"FB\") {\r\n longBeams[i].BeamTypeID = 1;\r\n } else if (longBeams[i].Name === \"P\") {\r\n longBeams[i].BeamTypeID = 2;\r\n } else if (longBeams[i].Name === \"R\") {\r\n longBeams[i].BeamTypeID = 3;\r\n }\r\n break;\r\n case CONFIG.DESIGN_TYPES.PITCHED:\r\n if (longBeams[i].Name === \"PR\" || longBeams[i].Name === \"FP\") {\r\n longBeams[i].BeamTypeID = 1;\r\n } else if (longBeams[i].Name === \"P\") {\r\n longBeams[i].BeamTypeID = 2;\r\n } else if (longBeams[i].Name === \"CB\" || longBeams[i].Name === \"FB\") {\r\n longBeams[i].BeamTypeID = 3;\r\n } else if (longBeams[i].Name === \"PB\") {\r\n longBeams[i].BeamTypeID = 4;\r\n }\r\n break;\r\n case CONFIG.DESIGN_TYPES.GABLE_PORTAL:\r\n if (longBeams[i].Name === \"PR\" || longBeams[i].Name === \"HB\" || longBeams[i].Name === \"PO\") {\r\n longBeams[i].BeamTypeID = 1;\r\n } else if (longBeams[i].Name === \"P\" || longBeams[i].Name === \"DG\" || longBeams[i].Name === \"JR\") {\r\n longBeams[i].BeamTypeID = 2;\r\n } else if (longBeams[i].Name === \"EB\") {\r\n longBeams[i].BeamTypeID = 3;\r\n } else if (longBeams[i].Name === \"HR\") {\r\n longBeams[i].BeamTypeID = 4;\r\n }\r\n break;\r\n }\r\n\r\n const beam = newBeamSelection ? newBeamSelection : longBeams[i].BeamType;\r\n\r\n // Add to set if long beam is also RHS\r\n if (longBeams[i].BeamTypeID != 0) {\r\n if (longBeams[i].BeamTypeID === 1 && configRHSBeamType1?.includes(beam)) {\r\n resultSet.add(\"BeamType1\");\r\n } else if (longBeams[i].BeamTypeID === 2 && configRHSBeamType2?.includes(beam)) {\r\n resultSet.add(\"BeamType2\");\r\n } else if (longBeams[i].BeamTypeID === 3 && configRHSBeamType3?.includes(beam)) {\r\n resultSet.add(\"BeamType3\");\r\n } else if (longBeams[i].BeamTypeID === 4 && configRHSBeamType4?.includes(beam)) {\r\n resultSet.add(\"BeamType4\");\r\n }\r\n }\r\n }\r\n\r\n return resultSet;\r\n};\r\n\r\nexport const validateBeamPostData = (config, job, areaIndex, in_adjusted_length = null) => {\r\n let last_area_data = job.AreaSpecifications?.[areaIndex - 1];\r\n let this_area_data = job.AreaSpecifications[areaIndex];\r\n let next_area_data = job.AreaSpecifications?.[areaIndex + 1];\r\n\r\n let area1_post_colour = job.AreaSpecifications[0][BASIC_SPECS_SECTIONS.BEAMS_AND_POSTS].PostCol;\r\n let beam_and_post_data = { ...this_area_data[BASIC_SPECS_SECTIONS.BEAMS_AND_POSTS] };\r\n\r\n const beam_types = config.beam_types;\r\n const post_types = config.post_types;\r\n const area_design_specs = job?.AreaSpecifications?.[areaIndex];\r\n const BeamPostParameters = area_design_specs?.[BASIC_SPECS_SECTIONS.BEAMS_AND_POSTS];\r\n\r\n // Obsolete Name REferences\r\n beam_and_post_data.BeamType1 = ReplaceObsoleteReferences(beam_and_post_data.BeamType1);\r\n beam_and_post_data.BeamType2 = ReplaceObsoleteReferences(beam_and_post_data.BeamType2);\r\n beam_and_post_data.BeamType3 = ReplaceObsoleteReferences(beam_and_post_data.BeamType3);\r\n beam_and_post_data.BeamType4 = ReplaceObsoleteReferences(beam_and_post_data.BeamType4);\r\n beam_and_post_data.PostType = ReplaceObsoleteReferences(beam_and_post_data.PostType);\r\n\r\n if (this_area_data.SHAPE.DesignType === CONFIG.DESIGN_TYPES.GABLE_PORTAL) {\r\n const length = job?.QuoteParameters?.AREA_DATA?.[areaIndex]?.ActualStructureLength;\r\n if (length && length > 1000) beam_and_post_data.AdjustedLength = length;\r\n }\r\n\r\n if (\r\n (this_area_data.SHAPE.DesignType === CONFIG.DESIGN_TYPES.FLAT ||\r\n this_area_data.SHAPE.DesignType === CONFIG.DESIGN_TYPES.PITCHED) &&\r\n job.DesignParameters.Freestanding\r\n ) {\r\n if (\r\n !this_area_data[BASIC_SPECS_SECTIONS.BEAMS_AND_POSTS].PostType.includes(\"P/C\") &&\r\n !this_area_data[BASIC_SPECS_SECTIONS.BEAMS_AND_POSTS].PostType.includes(\"SHS\")\r\n ) {\r\n beam_and_post_data.PostType = \"65mm x 65mm x 3mm P/C\";\r\n }\r\n beam_and_post_data.FootingType = \"Concrete In\";\r\n }\r\n\r\n in_adjusted_length = in_adjusted_length ? in_adjusted_length : AdjustedLengthForMultipleAreas(job, areaIndex);\r\n\r\n let colourMatch = {\r\n \"Match Area 1 Post\": area1_post_colour,\r\n };\r\n\r\n if (!beam_and_post_data.PostColMatchBeam) beam_and_post_data.PostColMatchBeam = beam_and_post_data.PostCol;\r\n beam_and_post_data.PostCol = beam_and_post_data.PostColMatchBeam;\r\n if (beam_and_post_data.PostColMatchBeam in colourMatch) {\r\n beam_and_post_data.PostCol = colourMatch[beam_and_post_data.PostColMatchBeam];\r\n }\r\n\r\n beam_and_post_data.HipJackRafter1 = beam_and_post_data?.JackRafters ? 1 : 0;\r\n beam_and_post_data.HipJackRafter2 = beam_and_post_data?.JackRafters ? 1 : 0;\r\n\r\n if (beam_and_post_data.PostCol === \"TBA\") beam_and_post_data.PostColourSelectionMade = false;\r\n else beam_and_post_data.PostColourSelectionMade = true;\r\n\r\n // Check if colour is applicable to design before adding , else change colour back to TBA\r\n const beam = config?.design_options?.[job?.AreaSpecifications?.[areaIndex].SHAPE.DesignType]?.beam_1;\r\n let colours = GetColourArray(\r\n areaIndex > 0 ? [\"Match Area 1 Post\", beam?.colours] : [beam?.colours],\r\n config.colour_arrays\r\n );\r\n\r\n // If post colour is in beam 1 colour list then colour match , else set to TBA\r\n if (colours.includes(beam_and_post_data.PostCol)) colourMatch[\"Match Post\"] = beam_and_post_data.PostCol;\r\n else colourMatch[\"Match Post\"] = \"TBA\";\r\n\r\n if (!beam_and_post_data.BeamColMatchBeam) beam_and_post_data.BeamColMatchBeam = beam_and_post_data.BeamCol1;\r\n beam_and_post_data.BeamCol1 = beam_and_post_data.BeamColMatchBeam;\r\n if (beam_and_post_data.BeamColMatchBeam in colourMatch) {\r\n beam_and_post_data.BeamCol1 = colourMatch[beam_and_post_data.BeamColMatchBeam];\r\n }\r\n\r\n if (!beam_and_post_data.BeamCol2MatchBeam) beam_and_post_data.BeamCol2MatchBeam = beam_and_post_data.BeamCol2;\r\n beam_and_post_data.BeamCol2 = beam_and_post_data.BeamCol2MatchBeam;\r\n if (beam_and_post_data.BeamCol2MatchBeam in colourMatch) {\r\n beam_and_post_data.BeamCol2 = colourMatch[beam_and_post_data.BeamCol2MatchBeam];\r\n }\r\n\r\n if (!beam_and_post_data.BeamCol3MatchBeam) beam_and_post_data.BeamCol3MatchBeam = beam_and_post_data.BeamCol3;\r\n beam_and_post_data.BeamCol3 = beam_and_post_data.BeamCol3MatchBeam;\r\n if (beam_and_post_data.BeamCol3MatchBeam in colourMatch) {\r\n beam_and_post_data.BeamCol3 = colourMatch[beam_and_post_data.BeamCol3MatchBeam];\r\n }\r\n\r\n if (!beam_and_post_data.BeamCol4MatchBeam) beam_and_post_data.BeamCol4MatchBeam = beam_and_post_data.BeamCol4;\r\n beam_and_post_data.BeamCol4 = beam_and_post_data.BeamCol4MatchBeam;\r\n if (beam_and_post_data.BeamCol4MatchBeam in colourMatch) {\r\n beam_and_post_data.BeamCol4 = colourMatch[beam_and_post_data.BeamCol4MatchBeam];\r\n }\r\n\r\n if (!beam_and_post_data.PostColMatchBeam) beam_and_post_data.PostColMatchBeam = beam_and_post_data.PostCol;\r\n beam_and_post_data.PostCol = beam_and_post_data.PostColMatchBeam;\r\n if (beam_and_post_data.PostColMatchBeam in colourMatch) {\r\n beam_and_post_data.PostCol = colourMatch[beam_and_post_data.PostColMatchBeam];\r\n }\r\n\r\n if (window.LYSAGHT) {\r\n if (this_area_data?.[BASIC_SPECS_SECTIONS.SHAPE]?.DesignType === CONFIG.DESIGN_TYPES.GABLE_PORTAL) {\r\n beam_and_post_data.PortalPostType = 1;\r\n } else {\r\n beam_and_post_data.PortalPostType = 0;\r\n }\r\n }\r\n\r\n if (\r\n this_area_data?.[BASIC_SPECS_SECTIONS.SHAPE]?.DesignType === CONFIG.DESIGN_TYPES.GABLE_PORTAL &&\r\n beam_and_post_data.PortalPostType === 0\r\n ) {\r\n beam_and_post_data.BeamType1 = beam_and_post_data.PostType;\r\n if (beam_and_post_data.BeamType1.startsWith(\"100mm\")) beam_and_post_data.BeamType1 = \"1086510\";\r\n if (beam_and_post_data.BeamType1.startsWith(\"150mm\")) beam_and_post_data.BeamType1 = \"1586510\";\r\n }\r\n\r\n let area_config = config?.design_options?.[this_area_data.SHAPE.DesignType];\r\n let area_freestanding = this_area_data[BASIC_SPECS_SECTIONS.ATTACHMENTS].Freestanding;\r\n\r\n if (area_config) {\r\n let options = area_config?.post?.options;\r\n if (area_freestanding && area_config?.post?.freestanding_options)\r\n options = area_config?.post?.freestanding_options;\r\n\r\n let post_valid = false;\r\n let replaced_RHS = beam_and_post_data.PostType.replace(\" x 2mm\", \" x 3mm\").replace(\" x 2.5mm\", \" x 3mm\");\r\n if (options)\r\n for (const group in options) {\r\n if (options[group].includes(beam_and_post_data.PostType)) post_valid = true;\r\n else if (options[group].includes(replaced_RHS)) {\r\n beam_and_post_data.PostType = replaced_RHS;\r\n post_valid = true;\r\n }\r\n if (post_valid) break;\r\n }\r\n\r\n if (!post_valid && area_config?.post) {\r\n if (area_freestanding && area_config?.post?.section_freestanding_default)\r\n beam_and_post_data.PostType = area_config.post.section_freestanding_default;\r\n else beam_and_post_data.PostType = area_config.post.section_default;\r\n }\r\n\r\n if (post_types?.[beam_and_post_data.PostType]) {\r\n let post_type = post_types?.[beam_and_post_data.PostType];\r\n\r\n const design_post_options =\r\n config?.design_options?.[job?.AreaSpecifications?.[areaIndex].SHAPE.DesignType]?.post;\r\n let post_colours = GetColourArray(\r\n post_type?.colours ? post_type?.colours : design_post_options.colours,\r\n config.colour_arrays\r\n );\r\n\r\n if (post_colours.length === 1) {\r\n beam_and_post_data.PostColMatchBeam = post_colours[0];\r\n beam_and_post_data.PostCol = post_colours[0];\r\n } else if (\r\n beam_and_post_data.PostColMatchBeam != \"TBA\" &&\r\n !post_colours.includes(beam_and_post_data.PostColMatchBeam)\r\n ) {\r\n beam_and_post_data.PostColMatchBeam = \"TBA\";\r\n beam_and_post_data.PostCol = \"TBA\";\r\n }\r\n if (beam_and_post_data.PostCol === \"TBA\") beam_and_post_data.PostColourSelectionMade = false;\r\n else beam_and_post_data.PostColourSelectionMade = true;\r\n\r\n console.log(\"post_type\", post_type);\r\n\r\n if (post_type?.allow_flanged !== undefined && post_type?.allow_flanged === false) {\r\n beam_and_post_data.PostExternalConnectors = 0;\r\n\r\n if (this_area_data?.Footings) {\r\n this_area_data.Footings = this_area_data.Footings.filter(function (a) {\r\n return a?.Connector !== 2;\r\n });\r\n }\r\n }\r\n }\r\n\r\n let beam1_valid = false;\r\n if (beam_and_post_data?.BeamType1 && area_config?.beam_1?.options)\r\n for (const group in area_config?.beam_1?.options) {\r\n if (area_config.beam_1.options?.[group]) {\r\n if (area_config.beam_1.options[group].includes(beam_and_post_data.BeamType1)) beam1_valid = true;\r\n else if (\r\n area_config.beam_1.options[group].includes(\r\n beam_and_post_data.BeamType1.replace(\" x 2mm\", \" x 3mm\").replace(\" x 2.5mm\", \" x 3mm\")\r\n )\r\n ) {\r\n beam_and_post_data.BeamType1 = beam_and_post_data.BeamType1.replace(\" x 2mm\", \" x 3mm\").replace(\r\n \" x 2.5mm\",\r\n \" x 3mm\"\r\n );\r\n beam1_valid = true;\r\n }\r\n }\r\n if (beam1_valid) break;\r\n }\r\n if (!beam1_valid && area_config?.beam_1) beam_and_post_data.BeamType1 = area_config.beam_1.section_default;\r\n\r\n let beam2 = area_config?.beam_2;\r\n if (\r\n this_area_data.SHAPE.DesignType === CONFIG.DESIGN_TYPES.GABLE_PORTAL ||\r\n this_area_data.SHAPE.DesignType === CONFIG.DESIGN_TYPES.PITCHED\r\n ) {\r\n if (this_area_data.BEAMS_AND_POSTS.HasRidgeBeam === 1 && area_config?.beam_2_inset)\r\n beam2 = area_config.beam_2_inset;\r\n }\r\n\r\n let beam2_valid = false;\r\n if (beam_and_post_data?.BeamType2 && beam2?.options)\r\n for (const group in beam2.options) {\r\n if (beam2.options?.[group]) {\r\n if (beam2.options[group].includes(beam_and_post_data.BeamType2)) beam2_valid = true;\r\n else if (\r\n beam2.options[group].includes(\r\n beam_and_post_data.BeamType2.replace(\" x 2mm\", \" x 3mm\").replace(\" x 2.5mm\", \" x 3mm\")\r\n )\r\n ) {\r\n beam_and_post_data.BeamType2 = beam_and_post_data.BeamType2.replace(\" x 2mm\", \" x 3mm\").replace(\r\n \" x 2.5mm\",\r\n \" x 3mm\"\r\n );\r\n beam2_valid = true;\r\n }\r\n }\r\n if (beam2_valid) break;\r\n }\r\n if (!beam2_valid && beam2) beam_and_post_data.BeamType2 = beam2.section_default;\r\n\r\n let beam3_valid = false;\r\n if (beam_and_post_data?.BeamType3 && area_config?.beam_3?.options)\r\n for (const group in area_config?.beam_3?.options) {\r\n if (area_config.beam_3.options?.[group]) {\r\n if (area_config.beam_3.options[group].includes(beam_and_post_data.BeamType3)) beam3_valid = true;\r\n else if (\r\n area_config.beam_3.options[group].includes(\r\n beam_and_post_data.BeamType3.replace(\" x 2mm\", \" x 3mm\").replace(\" x 2.5mm\", \" x 3mm\")\r\n )\r\n ) {\r\n beam_and_post_data.BeamType3 = beam_and_post_data.BeamType3.replace(\" x 2mm\", \" x 3mm\").replace(\r\n \" x 2.5mm\",\r\n \" x 3mm\"\r\n );\r\n beam3_valid = true;\r\n }\r\n }\r\n if (beam3_valid) break;\r\n }\r\n if (!beam3_valid && area_config?.beam_3) beam_and_post_data.BeamType3 = area_config.beam_3.section_default;\r\n\r\n let beam4_valid = false;\r\n if (beam_and_post_data?.BeamType4 && area_config?.beam_4?.options)\r\n for (const group in area_config?.beam_4?.options) {\r\n if (area_config.beam_4.options?.[group]) {\r\n if (area_config.beam_4.options[group].includes(beam_and_post_data.BeamType4)) beam4_valid = true;\r\n else if (\r\n area_config.beam_4.options[group].includes(\r\n beam_and_post_data.BeamType4.replace(\" x 2mm\", \" x 3mm\").replace(\" x 2.5mm\", \" x 3mm\")\r\n )\r\n ) {\r\n beam_and_post_data.BeamType4 = beam_and_post_data.BeamType4.replace(\" x 2mm\", \" x 3mm\").replace(\r\n \" x 2.5mm\",\r\n \" x 3mm\"\r\n );\r\n beam4_valid = true;\r\n }\r\n }\r\n if (beam4_valid) break;\r\n }\r\n if (!beam4_valid && area_config?.beam_4) beam_and_post_data.BeamType4 = area_config.beam_4.section_default;\r\n\r\n if (this_area_data?.[BASIC_SPECS_SECTIONS.SHAPE]?.DesignType === CONFIG.DESIGN_TYPES.GABLE_PORTAL) {\r\n beam_and_post_data.MultipleAreaBeamType = beam_and_post_data.BeamType3;\r\n } else {\r\n beam_and_post_data.MultipleAreaBeamType = beam_and_post_data.BeamType1;\r\n if (this_area_data.SHAPE.AREAJOIN.JoinType === \"L1\")\r\n beam_and_post_data.MultipleAreaBeamType = beam_and_post_data.BeamType3;\r\n if (this_area_data.SHAPE.AREAJOIN.JoinType === \"Angle\")\r\n beam_and_post_data.MultipleAreaBeamType = beam_and_post_data.BeamType3;\r\n }\r\n }\r\n\r\n //min beam spacings\r\n\r\n if (beam_and_post_data?.AdjustedLength || in_adjusted_length) {\r\n if (in_adjusted_length) beam_and_post_data.AdjustedLength = in_adjusted_length;\r\n let min_int_rafters = 0;\r\n\r\n let max_length = 8000;\r\n if (beam_and_post_data.BeamType2 === \"656510\") {\r\n max_length = 5500;\r\n } else if (beam_and_post_data.BeamType2 === \"1086510\") {\r\n max_length = 7000;\r\n }\r\n if (window.LYSAGHT) {\r\n // max_length = job.DesignParameters.SplicingLength;\r\n max_length = 99999;\r\n }\r\n\r\n min_int_rafters = Math.trunc((beam_and_post_data.AdjustedLength - 1) / max_length);\r\n\r\n if (this_area_data.SHAPE.DesignType === CONFIG.DESIGN_TYPES.FLAT) {\r\n if (this_area_data[BASIC_SPECS_SECTIONS.SHAPE].DesignSubType === \"Type 3\") {\r\n min_int_rafters = Math.trunc((this_area_data[BASIC_SPECS_SECTIONS.SHAPE].Depth - 1) / max_length);\r\n }\r\n }\r\n\r\n if (this_area_data?.[BASIC_SPECS_SECTIONS.SHAPE]?.DesignType === CONFIG.DESIGN_TYPES.PITCHED) {\r\n min_int_rafters = Math.trunc((this_area_data?.[BASIC_SPECS_SECTIONS.SHAPE]?.Depth - 1) / max_length);\r\n\r\n if (\r\n beam_and_post_data.NumExtraPortals &&\r\n beam_and_post_data.NumExtraPortals === beam_and_post_data.MinInternalRafters\r\n )\r\n beam_and_post_data.NumExtraPortals = min_int_rafters;\r\n if (beam_and_post_data.NumExtraPortals < min_int_rafters)\r\n beam_and_post_data.NumExtraPortals = min_int_rafters;\r\n\r\n beam_and_post_data.MinInternalRafters = min_int_rafters;\r\n } else if (this_area_data?.[BASIC_SPECS_SECTIONS.SHAPE]?.DesignType === CONFIG.DESIGN_TYPES.GABLE_PORTAL) {\r\n let base_min = 2;\r\n let adjusted_length = beam_and_post_data.AdjustedLength;\r\n if (this_area_data.ActualStructureLength && adjusted_length < this_area_data.ActualStructureLength)\r\n adjusted_length = this_area_data.ActualStructureLength;\r\n\r\n if (last_area_data) {\r\n //has a last area\r\n if (last_area_data.SHAPE.AREAJOIN.JoinType === \"Hip\") base_min += 2;\r\n if (last_area_data.SHAPE.AREAJOIN.JoinType === \"Gable\") {\r\n base_min++;\r\n // if (last_area_data.SHAPE.AREAJOIN.HipJunctionDir === 1) {\r\n adjusted_length -= last_area_data?.[BASIC_SPECS_SECTIONS.SHAPE].Depth;\r\n // }\r\n }\r\n } else if (this_area_data?.[BASIC_SPECS_SECTIONS.SHAPE]?.RoofType1 !== \"Gable\") {\r\n base_min++;\r\n if (\r\n this_area_data?.[BASIC_SPECS_SECTIONS.SHAPE]?.RoofType1 === \"Hip\" &&\r\n this_area_data?.[BASIC_SPECS_SECTIONS.SHAPE]?.HipAngle1 === 60\r\n )\r\n adjusted_length -= this_area_data?.[BASIC_SPECS_SECTIONS.SHAPE].Depth / 4;\r\n else adjusted_length -= this_area_data?.[BASIC_SPECS_SECTIONS.SHAPE].Depth / 2;\r\n }\r\n if (next_area_data) {\r\n //has a next area\r\n if (this_area_data.SHAPE.AREAJOIN.JoinType === \"Hip\") base_min += 2;\r\n if (this_area_data.SHAPE.AREAJOIN.JoinType === \"Gable\") {\r\n base_min++;\r\n // if (this_area_data.SHAPE.AREAJOIN.HipJunctionDir === 0) {\r\n adjusted_length -= next_area_data?.[BASIC_SPECS_SECTIONS.SHAPE].Depth;\r\n // }\r\n }\r\n } else if (this_area_data?.[BASIC_SPECS_SECTIONS.SHAPE]?.RoofType2 !== \"Gable\") {\r\n base_min++;\r\n if (\r\n this_area_data?.[BASIC_SPECS_SECTIONS.SHAPE]?.RoofType2 === \"Hip\" &&\r\n this_area_data?.[BASIC_SPECS_SECTIONS.SHAPE]?.HipAngle2 === 60\r\n )\r\n adjusted_length -= this_area_data?.[BASIC_SPECS_SECTIONS.SHAPE].Depth / 4;\r\n else adjusted_length -= this_area_data?.[BASIC_SPECS_SECTIONS.SHAPE].Depth / 2;\r\n }\r\n // console.log(\"base_min\", base_min, areaIndex, adjusted_length, max_length, Math.trunc((adjusted_length - 1) / max_length));\r\n min_int_rafters = base_min + Math.trunc((adjusted_length - 1) / max_length);\r\n\r\n if (\r\n beam_and_post_data.MinInternalRafters &&\r\n beam_and_post_data.NumPortals === beam_and_post_data.MinInternalRafters\r\n )\r\n beam_and_post_data.NumPortals = min_int_rafters;\r\n if (beam_and_post_data.NumPortals < min_int_rafters) beam_and_post_data.NumPortals = min_int_rafters;\r\n\r\n beam_and_post_data.NumInternalPortals = 0;\r\n beam_and_post_data.MinInternalRafters = min_int_rafters;\r\n beam_and_post_data.NumExtraPortals = 0;\r\n } else {\r\n if (\r\n beam_and_post_data.MinInternalRafters &&\r\n beam_and_post_data.NumInternalRafters === beam_and_post_data.MinInternalRafters\r\n )\r\n beam_and_post_data.NumInternalRafters = min_int_rafters;\r\n if (beam_and_post_data.NumInternalRafters < min_int_rafters)\r\n beam_and_post_data.NumInternalRafters = min_int_rafters;\r\n\r\n beam_and_post_data.MinInternalRafters = min_int_rafters;\r\n }\r\n } else {\r\n }\r\n\r\n if (this_area_data?.[BASIC_SPECS_SECTIONS.SHAPE]?.DesignType === CONFIG.DESIGN_TYPES.GABLE_PORTAL) {\r\n beam_and_post_data.NumExtraPortals = 0;\r\n\r\n if (beam_and_post_data.BeamType1.includes(\"FL10011\")) {\r\n if (beam_and_post_data.BeamType2.includes(\"FL20020\") || beam_and_post_data.BeamType2.includes(\"FL15015\")) {\r\n beam_and_post_data.BeamType2 = \"FL10011\";\r\n }\r\n } else if (beam_and_post_data.BeamType1.includes(\"FL15015\")) {\r\n if (beam_and_post_data.BeamType2.includes(\"FL20020\")) {\r\n beam_and_post_data.BeamType2 = \"FL15015\";\r\n }\r\n }\r\n }\r\n\r\n if (this_area_data?.[BASIC_SPECS_SECTIONS.SHAPE]?.DesignType === CONFIG.DESIGN_TYPES.DECK) {\r\n // let maxPostSpacing = MaxDeckBearerSpans(\r\n // beam_and_post_data.BeamType1,\r\n // this_area_data.SHAPE.Length,\r\n // this_area_data.SHAPE.Depth,\r\n // beam_and_post_data.BeamSpacing,\r\n // beam_and_post_data.PostSpacing,\r\n // area_config?.beam_1?.span_table\r\n // );\r\n let maxPostSpacing = 4000;\r\n if (maxPostSpacing && beam_and_post_data.PostSpacing > maxPostSpacing)\r\n beam_and_post_data.PostSpacing = maxPostSpacing;\r\n\r\n // let maxBeamSpacing = MaxDeckJoistSpans(\r\n // beam_and_post_data.BeamType2,\r\n // beam_and_post_data.PurlinSpacing,\r\n // this_area_data.SHAPE.Length,\r\n // beam_and_post_data.BeamSpacing,\r\n // area_config?.beam_2?.span_table\r\n // );\r\n let maxBeamSpacing = 5000;\r\n if (maxBeamSpacing && beam_and_post_data.BeamSpacing > maxBeamSpacing)\r\n beam_and_post_data.BeamSpacing = maxBeamSpacing;\r\n\r\n if (window.FIELDERS) {\r\n beam_and_post_data.PostCol = \"Galvanised\";\r\n beam_and_post_data.BeamCol1 = \"Galvanised\";\r\n beam_and_post_data.BeamCol2 = \"Galvanised\";\r\n }\r\n beam_and_post_data.PostColMatchBeam = beam_and_post_data.PostCol;\r\n } else {\r\n if (window.LYSAGHT) {\r\n beam_and_post_data.BeamSpacing = job.DesignParameters.SplicingLength;\r\n beam_and_post_data.PostSpacing = 30000;\r\n }\r\n }\r\n\r\n if (this_area_data?.[BASIC_SPECS_SECTIONS.ROOF_SHEETING]?.RoofSheetData.single_span_only) {\r\n // beam_and_post_data.NumPurlins = -1;\r\n // beam_and_post_data.NumExtraPurlins = 0;\r\n beam_and_post_data.NumInternalRafters = 0;\r\n } else {\r\n // beam_and_post_data.NumPurlins = -1;\r\n }\r\n\r\n // LYSAGHT SPECIFIC VALIDATIONS\r\n if (job?.Distributor?.Brand === \"Lysaght\") {\r\n if (beam_and_post_data?.CornerPostsFullHeight === 0) beam_and_post_data.CornerPostsFullHeight = 1;\r\n if (beam_and_post_data?.IntermediatePostsFullHeight === 0) beam_and_post_data.IntermediatePostsFullHeight = 1;\r\n\r\n // check is notch is valid for post\r\n\r\n if (post_types) {\r\n if (\r\n post_types?.[BeamPostParameters.PostType]?.allow_notched === false &&\r\n post_types?.[BeamPostParameters.PostType]?.allow_side === false\r\n ) {\r\n beam_and_post_data.CornerPostsFullHeight = 3;\r\n beam_and_post_data.IntermediatePostsFullHeight = 3;\r\n } else if (\r\n post_types?.[BeamPostParameters.PostType]?.allow_notched === false &&\r\n post_types?.[BeamPostParameters.PostType]?.allow_behind === false\r\n ) {\r\n beam_and_post_data.CornerPostsFullHeight = 1;\r\n beam_and_post_data.IntermediatePostsFullHeight = 1;\r\n } else if (\r\n post_types?.[BeamPostParameters.PostType]?.allow_side === false &&\r\n post_types?.[BeamPostParameters.PostType]?.allow_behind === false\r\n ) {\r\n beam_and_post_data.CornerPostsFullHeight = 2;\r\n beam_and_post_data.IntermediatePostsFullHeight = 2;\r\n } else if (post_types?.[BeamPostParameters.PostType]?.allow_notched === false) {\r\n if (beam_and_post_data.CornerPostsFullHeight === 2) beam_and_post_data.CornerPostsFullHeight = 3;\r\n if (beam_and_post_data.IntermediatePostsFullHeight === 2)\r\n beam_and_post_data.IntermediatePostsFullHeight = 3;\r\n } else if (post_types?.[BeamPostParameters.PostType]?.allow_side === false) {\r\n if (beam_and_post_data.CornerPostsFullHeight === 1) beam_and_post_data.CornerPostsFullHeight = 3;\r\n if (beam_and_post_data.CornerPostsFullHeight === 1) beam_and_post_data.IntermediatePostsFullHeight = 3;\r\n } else if (post_types?.[BeamPostParameters.PostType]?.allow_behind === false) {\r\n if (beam_and_post_data.CornerPostsFullHeight === 3) beam_and_post_data.CornerPostsFullHeight = 1;\r\n if (beam_and_post_data.CornerPostsFullHeight === 3) beam_and_post_data.IntermediatePostsFullHeight = 1;\r\n }\r\n }\r\n beam_and_post_data.AutoAddBeamBreakPost = job.DesignParameters.AutoAddBeamBreakPost;\r\n beam_and_post_data.HasRidgeBeam = 1;\r\n beam_and_post_data.IntRafterBracketClearance = 0;\r\n\r\n if (this_area_data?.[BASIC_SPECS_SECTIONS.SHAPE]?.DesignType === CONFIG.DESIGN_TYPES.GABLE_PORTAL) {\r\n beam_and_post_data.InfillEndAlign1 = 2;\r\n beam_and_post_data.InfillEndAlign2 = 2;\r\n console.log(\"CT BEAM\", beam_and_post_data.CollarTieBeam);\r\n\r\n if (beam_and_post_data.CollarTieBeam && beam_and_post_data.CollarTieBeam.includes(\"FL15015\")) {\r\n beam_and_post_data.CollarTieBracket = \"CTC15\";\r\n } else {\r\n beam_and_post_data.RidgePurlinsNoBrackets = 1;\r\n beam_and_post_data.CollarTieBracket = \"CTC10\";\r\n }\r\n\r\n if (beam_and_post_data.BeamType1.includes(\"FL10011\")) {\r\n beam_and_post_data.ApexBracketInternal = \"CCD10\";\r\n beam_and_post_data.ApexBracketEnd = \"CC10\";\r\n beam_and_post_data.DoubleIntermediateRafters = 0;\r\n beam_and_post_data.CollarTie = 1;\r\n } else if (beam_and_post_data.BeamType1.includes(\"FL15015\")) {\r\n beam_and_post_data.ApexBracketInternal = \"CCD15\";\r\n beam_and_post_data.ApexBracketEnd = \"CC15\";\r\n } else if (beam_and_post_data.BeamType1.includes(\"FL20020\")) {\r\n beam_and_post_data.CollarTie = 0;\r\n }\r\n\r\n if (beam_and_post_data.BeamType1.includes(\"FL20020\")) {\r\n if (beam_and_post_data.BeamType2.includes(\"FL10011\")) beam_and_post_data.BeamType2 = \"FL15015\";\r\n if (beam_and_post_data.BeamType3.includes(\"FL10011\")) beam_and_post_data.BeamType3 = \"FL20020\";\r\n if (beam_and_post_data.BeamType3.includes(\"FL15015\")) beam_and_post_data.BeamType3 = \"FL20020\";\r\n }\r\n if (beam_and_post_data.BeamType1.includes(\"FL15015\")) {\r\n if (beam_and_post_data.BeamType2.includes(\"FL20020\")) beam_and_post_data.BeamType2 = \"FL15015\";\r\n if (beam_and_post_data.BeamType3.includes(\"FL10011\")) beam_and_post_data.BeamType3 = \"FL15015\";\r\n }\r\n if (beam_and_post_data.BeamType1.includes(\"FL10011\")) {\r\n if (!beam_and_post_data.BeamType2.includes(\"FL10011\")) beam_and_post_data.BeamType2 = \"FL10011\";\r\n }\r\n\r\n beam_and_post_data.GableRafterBaseFlushCut = 1;\r\n\r\n if (beam_and_post_data.CollarTie === 1) {\r\n beam_and_post_data.GableTopPurlinOffset = -1;\r\n beam_and_post_data.GableRafterApexFlushCut = 1;\r\n beam_and_post_data.CollarTiePosition = 0.7;\r\n beam_and_post_data.DoubleIntermediateRafters = 0;\r\n // beam_and_post_data.CollarTieBeam = beam_and_post_data.BeamType1;\r\n beam_and_post_data.RidgePurlinsNoBrackets = 1;\r\n\r\n if (this_area_data?.[BASIC_SPECS_SECTIONS.GABLE_PARAMETERS]?.HasInfillBeam1 === 0)\r\n beam_and_post_data.CollarTieEnd1 = 1;\r\n else beam_and_post_data.CollarTieEnd1 = 0;\r\n if (this_area_data?.[BASIC_SPECS_SECTIONS.GABLE_PARAMETERS]?.HasInfillBeam2 === 0)\r\n beam_and_post_data.CollarTieEnd2 = 1;\r\n else beam_and_post_data.CollarTieEnd2 = 0;\r\n beam_and_post_data.BeamType2 = beam_and_post_data.BeamType1;\r\n\r\n if (this_area_data.META.HasHips && beam_and_post_data.CollarTie === 1) {\r\n //\"Hip Rafters must match Rafter when there is a collar tie\"\r\n beam_and_post_data.BeamType4 = beam_and_post_data.BeamType1;\r\n }\r\n } else {\r\n beam_and_post_data.CollarTieBeam = beam_and_post_data.BeamType1;\r\n beam_and_post_data.RidgePurlinsNoBrackets = 0;\r\n beam_and_post_data.GableTopPurlinOffset = 75;\r\n beam_and_post_data.GableRafterApexFlushCut = 0;\r\n beam_and_post_data.ApexBracketInternal = \"\";\r\n beam_and_post_data.ApexBracketEnd = \"\";\r\n }\r\n } else {\r\n beam_and_post_data.RidgePurlinsNoBrackets = 0;\r\n beam_and_post_data.GableTopPurlinOffset = 75;\r\n beam_and_post_data.GableRafterApexFlushCut = 0;\r\n beam_and_post_data.ApexBracketInternal = \"\";\r\n beam_and_post_data.ApexBracketEnd = \"\";\r\n }\r\n\r\n console.log(\r\n \"APEX BRACKET\",\r\n this_area_data?.[BASIC_SPECS_SECTIONS.SHAPE]?.DesignType,\r\n beam_and_post_data.BeamType1,\r\n beam_and_post_data.CollarTie,\r\n beam_and_post_data.ApexBracketInternal\r\n );\r\n } else {\r\n beam_and_post_data.IntRafterBracketClearance = 0;\r\n beam_and_post_data.RidgePurlinsNoBrackets = 0;\r\n beam_and_post_data.GableTopPurlinOffset = 75;\r\n beam_and_post_data.AutoAddBeamBreakPost = job.DesignParameters.AutoAddBeamBreakPost;\r\n beam_and_post_data.GableRafterApexFlushCut = 0;\r\n beam_and_post_data.GableRafterBaseFlushCut = 0;\r\n beam_and_post_data.ApexBracketInternal = \"\";\r\n beam_and_post_data.ApexBracketEnd = \"\";\r\n beam_and_post_data.DoubleIntermediateRafters = 0;\r\n beam_and_post_data.CornerPostsFullHeightOffset = 0;\r\n }\r\n\r\n // Special requirement for Job Summary & Quote Page\r\n const engineeringMaxResults = job?.QuoteParameters?.ENGINEERING?.EngineeringResults?.AreaMaxResults?.[areaIndex];\r\n if (engineeringMaxResults) {\r\n const result = {};\r\n for (const key in engineeringMaxResults) {\r\n if (key.startsWith(\"Num\")) {\r\n const newKey = \"Eng\" + key;\r\n result[newKey] = engineeringMaxResults[key];\r\n }\r\n }\r\n beam_and_post_data.CountsFromEngineering = result;\r\n }\r\n\r\n return beam_and_post_data;\r\n};\r\n\r\nexport const validateEngineeringAndDesign = (config, job, areaIndex) => {\r\n let this_area_data = job.AreaSpecifications[areaIndex];\r\n\r\n if (job.SiteParameters?.ExistingStructure?.RoofType === \"Tile\") {\r\n this_area_data.ENGINEERING_AND_DESIGN.RiserBracketSpacing = 1200;\r\n this_area_data.ENGINEERING_AND_DESIGN.CarportRiserBracketSpacing = 1200;\r\n } else {\r\n this_area_data.ENGINEERING_AND_DESIGN.RiserBracketSpacing = 900;\r\n this_area_data.ENGINEERING_AND_DESIGN.CarportRiserBracketSpacing = 900;\r\n }\r\n\r\n return job;\r\n};\r\n\r\nexport const validateOptions = (config, job, areaIndex) => {\r\n let this_area_data = job.AreaSpecifications[areaIndex];\r\n\r\n let roofsheet_types = config.roofsheet_types;\r\n let roof_sheet_data = { ...this_area_data[BASIC_SPECS_SECTIONS.ROOF_SHEETING] };\r\n const roofsheetgroup = roofsheet_types[roof_sheet_data[\"RoofGroupType\"]];\r\n\r\n if (!roofsheetgroup?.skylights || Object.keys(roofsheetgroup.skylights).length === 0) {\r\n this_area_data.SKYLIGHTS = [];\r\n }\r\n\r\n // BEAM MODIFICATIONS\r\n let beam_mods_to_transfer_to_specs = [];\r\n if (this_area_data[BASIC_SPECS_SECTIONS.BEAMMODIFICATIONS]) {\r\n let ref4s = [];\r\n for (let beammod of this_area_data[BASIC_SPECS_SECTIONS.BEAMMODIFICATIONS]) {\r\n if (beammod?.Ref4 && ref4s.includes(beammod.Ref4)) {\r\n // removes item if the ref4 alreay exists to remove double ups\r\n const index = this_area_data[BASIC_SPECS_SECTIONS.BEAMMODIFICATIONS].indexOf(beammod);\r\n this_area_data[BASIC_SPECS_SECTIONS.BEAMMODIFICATIONS].splice(index, 1);\r\n } else {\r\n ref4s.push(beammod.Ref4);\r\n }\r\n\r\n if (beammod?.Ref2 && beammod?.Ref2.startsWith(\"P/\")) {\r\n beammod.Ref2 = beammod.Ref2.slice(2);\r\n }\r\n\r\n if (beammod.Section !== \"\" || beammod.Colour !== \"\" || toNumber(beammod.Length) !== 0) {\r\n beam_mods_to_transfer_to_specs.push({ ...beammod });\r\n beammod.Section = \"\";\r\n beammod.Colour = \"\";\r\n beammod.Length = \"\";\r\n }\r\n }\r\n }\r\n\r\n if (this_area_data[BASIC_SPECS_SECTIONS.BEAMSPECMODIFICATIONS]) {\r\n for (let mod of beam_mods_to_transfer_to_specs) {\r\n let found = false;\r\n for (let beam_spec_mod of this_area_data[BASIC_SPECS_SECTIONS.BEAMSPECMODIFICATIONS]) {\r\n if (beam_spec_mod.Area == mod.Area && beam_spec_mod.Ref2 == mod.Ref2) {\r\n if (beam_spec_mod.Section === \"\") {\r\n beam_spec_mod.Section = mod.Section;\r\n }\r\n if (beam_spec_mod.Colour === \"\") {\r\n beam_spec_mod.Colour = mod.Colour;\r\n }\r\n if (toNumber(beam_spec_mod.Length) === 0 && toNumber(mod.Length) !== 0) {\r\n beam_spec_mod.Length = mod.Length;\r\n }\r\n\r\n found = true;\r\n }\r\n }\r\n\r\n if (!found) {\r\n this_area_data[BASIC_SPECS_SECTIONS.BEAMSPECMODIFICATIONS].push({ ...mod });\r\n }\r\n }\r\n }\r\n\r\n return job;\r\n};\r\n\r\nexport const validateDecks = (config, job, areaIndex) => {\r\n let this_area_data = job.AreaSpecifications[areaIndex];\r\n if (this_area_data?.[BASIC_SPECS_SECTIONS.SHAPE]?.DesignType === CONFIG.DESIGN_TYPES.DECK) {\r\n let beam_and_post_data = { ...this_area_data[BASIC_SPECS_SECTIONS.BEAMS_AND_POSTS] };\r\n\r\n let area_design_options = config?.design_options?.[this_area_data?.[BASIC_SPECS_SECTIONS.SHAPE]?.DesignType];\r\n\r\n let engineeringResult = EngineerDeckv2(beam_and_post_data);\r\n\r\n // let engineeringResult = EngineerDeck(\r\n // beam_and_post_data.PostType,\r\n // beam_and_post_data.BeamType2,\r\n // beam_and_post_data.PurlinSpacing,\r\n // beam_and_post_data.BeamType1,\r\n // this_area_data.SHAPE.Length,\r\n // this_area_data.SHAPE.Depth,\r\n // this_area_data.SHAPE.Height,\r\n // beam_and_post_data.BeamSpacing,\r\n // beam_and_post_data.PostSpacing,\r\n // area_design_options.post?.span_table,\r\n // area_design_options.beam_1?.span_table,\r\n // area_design_options.beam_2?.span_table\r\n // );\r\n\r\n console.log(\"engineeringResult\", engineeringResult);\r\n\r\n if (!job?.QuoteParameters?.ENGINEERING) job.QuoteParameters.ENGINEERING = { Data: [] };\r\n if (!job?.QuoteParameters?.ENGINEERING?.Data) job.QuoteParameters.ENGINEERING.Data = [];\r\n job.QuoteParameters.ENGINEERING.Data[areaIndex] = engineeringResult;\r\n\r\n if (area_design_options) {\r\n if (area_design_options?.beam_1?.Name)\r\n this_area_data[BASIC_SPECS_SECTIONS.BEAMS_AND_POSTS].BeamName1 = area_design_options?.beam_1?.Name;\r\n else this_area_data[BASIC_SPECS_SECTIONS.BEAMS_AND_POSTS].BeamName1 = \"\";\r\n if (area_design_options?.beam_2?.Name)\r\n this_area_data[BASIC_SPECS_SECTIONS.BEAMS_AND_POSTS].BeamName2 = area_design_options?.beam_2?.Name;\r\n else this_area_data[BASIC_SPECS_SECTIONS.BEAMS_AND_POSTS].BeamName2 = \"\";\r\n if (area_design_options?.beam_3?.Name)\r\n this_area_data[BASIC_SPECS_SECTIONS.BEAMS_AND_POSTS].BeamName3 = area_design_options?.beam_3?.Name;\r\n else this_area_data[BASIC_SPECS_SECTIONS.BEAMS_AND_POSTS].BeamName3 = \"\";\r\n if (area_design_options?.beam_4?.Name)\r\n this_area_data[BASIC_SPECS_SECTIONS.BEAMS_AND_POSTS].BeamName4 = area_design_options?.beam_4?.Name;\r\n else this_area_data[BASIC_SPECS_SECTIONS.BEAMS_AND_POSTS].BeamName4 = \"\";\r\n }\r\n\r\n if (this_area_data[BASIC_SPECS_SECTIONS.BEAMS_AND_POSTS].BeamType1 === \"SB15865\") {\r\n if (this_area_data[BASIC_SPECS_SECTIONS.BEAMS_AND_POSTS].BeamType2 === \"SB20865\") {\r\n this_area_data[BASIC_SPECS_SECTIONS.BEAMS_AND_POSTS].BeamType2 = \"SB15865\";\r\n }\r\n }\r\n if (this_area_data[BASIC_SPECS_SECTIONS.BEAMS_AND_POSTS].BeamType1 === \"SB10865\") {\r\n if (\r\n this_area_data[BASIC_SPECS_SECTIONS.BEAMS_AND_POSTS].BeamType2 === \"SB20865\" ||\r\n this_area_data[BASIC_SPECS_SECTIONS.BEAMS_AND_POSTS].BeamType2 === \"SB15865\"\r\n ) {\r\n this_area_data[BASIC_SPECS_SECTIONS.BEAMS_AND_POSTS].BeamType2 = \"SB10865\";\r\n }\r\n }\r\n\r\n // this_area_data[BASIC_SPECS_SECTIONS.BEAMS_AND_POSTS].BearerLocations = \"1000,3500\";\r\n if (window.LYSAGHT) {\r\n this_area_data[BASIC_SPECS_SECTIONS.BEAMS_AND_POSTS].IntermediatePostsFullHeight =\r\n this_area_data[BASIC_SPECS_SECTIONS.BEAMS_AND_POSTS].CornerPostsFullHeight;\r\n } else {\r\n this_area_data[BASIC_SPECS_SECTIONS.BEAMS_AND_POSTS].CornerPostsFullHeight = 1;\r\n this_area_data[BASIC_SPECS_SECTIONS.BEAMS_AND_POSTS].IntermediatePostsFullHeight = 1;\r\n }\r\n\r\n if (area_design_options) {\r\n this_area_data[BASIC_SPECS_SECTIONS.DECK_PARAMETERS].StrapBraceCode =\r\n area_design_options?.bracing?.strap_brace_code;\r\n this_area_data[BASIC_SPECS_SECTIONS.DECK_PARAMETERS].StrapBraceRollLength =\r\n area_design_options?.bracing?.strap_brace_roll_length;\r\n this_area_data[BASIC_SPECS_SECTIONS.DECK_PARAMETERS].WireBraceCode =\r\n area_design_options?.bracing?.wire_brace_code;\r\n this_area_data[BASIC_SPECS_SECTIONS.DECK_PARAMETERS].WireBraceRollLength =\r\n area_design_options?.bracing?.wire_brace_roll_length;\r\n this_area_data[BASIC_SPECS_SECTIONS.DECK_PARAMETERS].RodBraceCode =\r\n area_design_options?.bracing?.rod_brace_code;\r\n this_area_data[BASIC_SPECS_SECTIONS.DECK_PARAMETERS].FloorBraceCode =\r\n area_design_options?.bracing?.floor_brace_code;\r\n this_area_data[BASIC_SPECS_SECTIONS.DECK_PARAMETERS].FloorBraceArea =\r\n area_design_options?.bracing?.floor_brace_area;\r\n }\r\n }\r\n //validate height\r\n // ** \"Minimum height from the ground to the steel floor system is generally recommended to be 450 mm, to allow sufficient ventilation. This may be reduced to a minimum of 50mm only in cases where existing adjacent structure wall ventilation openings are not restricted by the framing & Local Authorities permit a reduced termite clearance and underfloor ventilation. Refer to NCC – BCA Vol 2, clause 3.4.1.\"\r\n\r\n return job;\r\n};\r\n\r\nexport function AdjustedLengthForMultipleAreas(job, areaIndex, in_length = null) {\r\n if (job.AreaSpecifications.length === 0) return -1;\r\n if (job.AreaSpecifications.length === 1) {\r\n if (job.AreaSpecifications[0].SHAPE.DesignType === \"Pitched Roof\") return job.AreaSpecifications[0].SHAPE.Depth;\r\n return job.AreaSpecifications[0].SHAPE.Length;\r\n }\r\n if (job.AreaSpecifications[areaIndex].SHAPE.DesignType === \"Pitched Roof\")\r\n return job.AreaSpecifications[areaIndex].SHAPE.Depth;\r\n\r\n let extension1 = 0;\r\n let extension2 = 0;\r\n\r\n // copy from opal\r\n let area = job.AreaSpecifications[0];\r\n if (areaIndex <= job.AreaSpecifications.length) area = job.AreaSpecifications[areaIndex];\r\n\r\n let modified_length = in_length ? in_length : area.SHAPE.Length;\r\n\r\n let areaNext = job.AreaSpecifications[areaIndex + 1];\r\n if (areaIndex <= job.AreaSpecifications.length - 1 && areaNext) {\r\n // has next area\r\n if (area.SHAPE.AREAJOIN.JoinType === \"Offset\") {\r\n //none\r\n }\r\n if ([\"Angle\", \"Hip\", \"Gable\"].includes(area.SHAPE.AREAJOIN.JoinType)) {\r\n let ext_results = find_join_angle_extension(\r\n area.SHAPE.AREAJOIN.JoinAngle,\r\n area.SHAPE.Depth,\r\n areaNext.SHAPE.Depth\r\n );\r\n //depth = quote.Areas[areaIndex].Projection;\r\n //angle_r = quote.Areas[areaIndex].AreaJoin.JoinAngle.ToRadians();\r\n if (ext_results.ext_this > 0) modified_length += ext_results.ext_this;\r\n } else if (area.SHAPE.AREAJOIN.JoinType === \"L1\") {\r\n if (area.SHAPE.AREAJOIN.JoinAngle > 0) {\r\n modified_length = modified_length + areaNext.SHAPE.Depth;\r\n if (area.SHAPE.CUTOUTS[\"BackLeft-CutoutType\"] !== \"None\") {\r\n modified_length = modified_length + area.SHAPE.CUTOUTS[\"BackLeft-WidthX\"];\r\n }\r\n if (areaNext.SHAPE.CUTOUTS[\"FrontLeft-CutoutType\"] !== \"None\") {\r\n modified_length -= areaNext.SHAPE.CUTOUTS[\"FrontLeft-WidthY\"];\r\n }\r\n if (areaNext.SHAPE.CUTOUTS[\"BackLeft-CutoutType\"] !== \"None\") {\r\n modified_length -= areaNext.SHAPE.CUTOUTS[\"BackLeft-WidthY\"];\r\n }\r\n }\r\n }\r\n }\r\n\r\n let lastArea = job.AreaSpecifications[areaIndex - 1];\r\n if (areaIndex > 0 && lastArea) {\r\n if (lastArea.SHAPE.AREAJOIN.JoinType === \"Offset\") {\r\n //none\r\n }\r\n if ([\"Angle\", \"Hip\", \"Gable\"].includes(lastArea.SHAPE.AREAJOIN.JoinType)) {\r\n let ext_results = find_join_angle_extension(\r\n lastArea.SHAPE.AREAJOIN.JoinAngle,\r\n lastArea.SHAPE.Depth,\r\n area.SHAPE.Depth\r\n );\r\n if (ext_results.ext_next > 0) modified_length += ext_results.ext_next;\r\n } else if (lastArea.SHAPE.AREAJOIN.JoinType === \"L1\") {\r\n } else if (lastArea.SHAPE.AREAJOIN.JoinType === \"L2\") {\r\n if (lastArea.SHAPE.AREAJOIN.JoinAngle > 0) {\r\n modified_length = modified_length + lastArea.SHAPE.Depth;\r\n\r\n if (area.SHAPE.CUTOUTS[\"BackRight-CutoutType\"] !== \"None\") {\r\n modified_length = modified_length + area.SHAPE.CUTOUTS[\"BackRight-WidthX\"];\r\n }\r\n if (lastArea.SHAPE.CUTOUTS[\"FrontRight-CutoutType\"] !== \"None\") {\r\n modified_length -= lastArea.SHAPE.CUTOUTS[\"FrontRight-WidthY\"];\r\n }\r\n if (lastArea.SHAPE.CUTOUTS[\"BackRight-CutoutType\"] !== \"None\") {\r\n modified_length -= lastArea.SHAPE.CUTOUTS[\"BackRight-WidthY\"];\r\n }\r\n }\r\n }\r\n }\r\n return modified_length;\r\n}\r\n\r\n//\r\n//\r\n//\r\n//\r\n//GENERAL FUNCTIONS\r\n//\r\n//\r\n//\r\n//\r\n\r\nexport const checkValidationScheme = (regex_scheme, value) => {\r\n let error = null;\r\n\r\n var isRequired = false;\r\n\r\n if (regex_scheme[\"IsRequired\"] !== null) {\r\n isRequired = regex_scheme[\"IsRequired\"];\r\n }\r\n\r\n let value_is_null_or_empty = true;\r\n if (value && value !== \"\") value_is_null_or_empty = false;\r\n\r\n if (isRequired && value_is_null_or_empty) {\r\n error = \"value is required\";\r\n } else if (!isRequired && value_is_null_or_empty) {\r\n error = null;\r\n } else {\r\n if (regex_scheme[\"MaxChars\"] && !value_is_null_or_empty) {\r\n let max_chars = toNumber(regex_scheme[\"MaxChars\"]);\r\n\r\n if ([\"IntergersOnly\", \"Decimal\"].includes(regex_scheme[\"Type\"])) {\r\n if (Number(value) > Number(max_chars)) error = \"max is \" + max_chars;\r\n } else if (max_chars > -1 && value.length > max_chars) {\r\n error = \"exceeds \" + value.length + \"/\" + max_chars + \" max characters\";\r\n }\r\n }\r\n if (regex_scheme[\"MinChars\"] && !value_is_null_or_empty) {\r\n let min_chars = toNumber(regex_scheme[\"MinChars\"]);\r\n if ([\"IntergersOnly\", \"Decimal\"].includes(regex_scheme[\"Type\"])) {\r\n if (Number(value) < Number(min_chars)) error = \"min is \" + min_chars;\r\n } else if (min_chars > -1 && value.length < min_chars) {\r\n error = \"under min length of \" + min_chars + \" characters\";\r\n }\r\n }\r\n\r\n if (regex_scheme[\"Regex\"]) {\r\n const regex = RegExp(regex_scheme[\"Regex\"]);\r\n if (!regex.test(value)) {\r\n let descriptor = regex_scheme[\"Descriptor\"];\r\n error = \"value '\" + value + \"' is not valid\";\r\n if (descriptor && descriptor !== \"\") error = descriptor;\r\n }\r\n }\r\n }\r\n return error;\r\n};\r\n\r\nexport const validateNumberRange_old = (value, range) => {\r\n if (range) {\r\n if ((value === undefined || value === null) && range?.default) value = toNumber(range?.default);\r\n else if (range?.min && value < toNumber(range?.min)) {\r\n value = toNumber(range?.min);\r\n } else if (range?.max && value > toNumber(range?.max)) {\r\n value = toNumber(range?.max);\r\n }\r\n }\r\n return value;\r\n};\r\n\r\nexport const validateNumberRange = (value, errorMap) => {\r\n errorMap.value = value;\r\n if (errorMap?.range) {\r\n if ((value === undefined || value === null) && errorMap.range?.default)\r\n errorMap.value = toNumber(errorMap.range?.default);\r\n else if (errorMap.range?.min && value < toNumber(errorMap.range?.min)) {\r\n errorMap.value = toNumber(errorMap.range?.default ? errorMap.range?.default : errorMap.range?.min);\r\n if (errorMap.range?.min_reason) errorMap.message = errorMap.range?.min_reason;\r\n else\r\n errorMap.message =\r\n (errorMap?.name ? errorMap?.name + \" \" : \"value \") +\r\n \" was under min value. Set to \" +\r\n (errorMap.range?.default ? \"default: \" : \"min: \") +\r\n errorMap.value;\r\n } else if (errorMap.range?.max && value > toNumber(errorMap.range?.max)) {\r\n errorMap.value = toNumber(errorMap.range?.default ? errorMap.range?.default : errorMap.range?.max);\r\n if (errorMap.range?.max_reason) errorMap.message = errorMap.range?.max_reason;\r\n else\r\n errorMap.message =\r\n (errorMap?.name ? errorMap?.name + \" \" : \"value \") +\r\n \" was over max value. Set to \" +\r\n (errorMap.range?.default ? \"default: \" : \"max: \") +\r\n errorMap.value;\r\n }\r\n }\r\n return errorMap;\r\n};\r\n\r\nexport const CheckSuggestions = (config, job, areaIndex, app) => (dispatch) => {\r\n let standardErrors = jobStateErrorPopups({ config, job, app, dispatch });\r\n if (standardErrors) return standardErrors;\r\n for (let i in job.AreaSpecifications) {\r\n const areaIndex = Number(i);\r\n const areaNumber = Number(i + 1);\r\n const last_area = job?.AreaSpecifications?.[areaIndex - 1];\r\n const this_area = job.AreaSpecifications[areaIndex];\r\n const next_area = job?.AreaSpecifications?.[areaIndex + 1];\r\n\r\n if (this_area.SHAPE.OH_Front > 0 || this_area.SHAPE.OH_Back > 0) {\r\n let gutter_return_not_required = this_area?.ROOF_SHEETING?.RoofSheetData?.gutter_return_not_required;\r\n\r\n //DES-1165 - NSW selects sheerline gutter\r\n let recommended_gutter = window.LYSAGHT\r\n ? config?.region?.state === \"NSW\" || config?.region?.state === \"SA\"\r\n ? \"Sheerline Gutter\"\r\n : \"FitFast Gutter\"\r\n : \"Fascia Gutter\";\r\n\r\n if (\r\n !gutter_return_not_required &&\r\n (config?.region?.state === \"QLD\" ||\r\n config?.region?.state === \"NSW\" ||\r\n config?.region?.state === \"SA\") &&\r\n !this_area?.GUTTERS_AND_DOWNPIPES?.GutterType.includes(recommended_gutter)\r\n ) {\r\n return {\r\n error: true,\r\n title: \"Gutter Fixed on Roof Sheet\",\r\n message: [<>{recommended_gutter} with Return is recommended when attaching gutter to Sheet.],\r\n primaryActionText: \"Set to '\" + recommended_gutter + \"'\",\r\n primaryAction: () => {\r\n let new_job = COMMON.deepCopy(job);\r\n new_job.AreaSpecifications[areaIndex].GUTTERS_AND_DOWNPIPES.GutterType = recommended_gutter;\r\n //forced compliance/ mass settings, updates\r\n new_job = validateFullJob(config, new_job, -1, app);\r\n dispatch({\r\n type: \"NEW_JOB\",\r\n parameter: new_job,\r\n });\r\n },\r\n secondaryActionText: \"Ignore\",\r\n secondaryAction: null,\r\n };\r\n }\r\n }\r\n\r\n let area_META = this_area?.META;\r\n\r\n if (area_META) {\r\n if (area_META.HasBoxGutterToFascia() && !this_area.Acknowledgements?.BoxHouseGutterAcknowledgement) {\r\n return {\r\n error: true,\r\n title: \"Box Gutter Warning\",\r\n message: [\r\n <>\r\n As per the National Construction Code, ABCB Housing Provisions and AS 3500.3 Clause 4.5.4\r\n (a) a box gutter requires a minimum fall of 1 in 200 - this cannot be achieved when\r\n attaching with standard rafter brackets. By selecting ‘Accept’ you are indemnifying{\" \"}\r\n {window.LYSAGHT ? \"Lysaght\" : \"Fielders\"} for any liability arising from this choice.{\" \"}\r\n {window.LYSAGHT ? \"Lysaght\" : \"Fielders\"} recommends that you use ‘double gutters’ in this\r\n instance\r\n ,\r\n ],\r\n primaryActionText: \"Accept Warning\",\r\n primaryAction: () => {\r\n let new_job = COMMON.deepCopy(job);\r\n new_job.AreaSpecifications[areaIndex].Acknowledgements.BoxHouseGutterAcknowledgement = true;\r\n //forced compliance/ mass settings, updates\r\n new_job = validateFullJob(config, new_job, -1, app);\r\n dispatch({\r\n type: \"NEW_JOB\",\r\n parameter: new_job,\r\n });\r\n },\r\n secondaryActionText: \"Change to 'Double Gutter'\",\r\n secondaryAction: () => {\r\n let new_job = COMMON.deepCopy(job);\r\n if (area_META.FrontState.HasBoxGutterToFascia())\r\n new_job.AreaSpecifications[areaIndex].GUTTERS_AND_DOWNPIPES.GutterF = 1;\r\n if (area_META.BackState.HasBoxGutterToFascia())\r\n new_job.AreaSpecifications[areaIndex].GUTTERS_AND_DOWNPIPES.GutterB = 1;\r\n if (area_META.LeftState.HasBoxGutterToFascia())\r\n new_job.AreaSpecifications[areaIndex].GUTTERS_AND_DOWNPIPES.GutterL = 1;\r\n if (area_META.RightState.HasBoxGutterToFascia())\r\n new_job.AreaSpecifications[areaIndex].GUTTERS_AND_DOWNPIPES.GutterR = 1;\r\n //forced compliance/ mass settings, updates\r\n new_job = validateFullJob(config, new_job, -1, app);\r\n dispatch({\r\n type: \"NEW_JOB\",\r\n parameter: new_job,\r\n });\r\n },\r\n };\r\n }\r\n\r\n if (area_META.HasIsOnlyHouseGutter() && !this_area.Acknowledgements?.DoubleGutterAcknowledgement) {\r\n return {\r\n error: true,\r\n title: \"No Gutter (House Gutter Only) Warning\",\r\n message: [\r\n <>\r\n {window.LYSAGHT ? \"Lysaght Living\" : \"Fielders Centenary\"} do not recommend using the\r\n existing house gutter only as this may contravene the stormwater requirements of the\r\n National Construction Code. Where there is any doubt please allow for full/double gutters.\r\n ,\r\n ],\r\n primaryActionText: \"Accept Warning\",\r\n primaryAction: () => {\r\n let new_job = COMMON.deepCopy(job);\r\n new_job.AreaSpecifications[areaIndex].Acknowledgements.DoubleGutterAcknowledgement = true;\r\n //forced compliance/ mass settings, updates\r\n new_job = validateFullJob(config, new_job, -1, app);\r\n dispatch({\r\n type: \"NEW_JOB\",\r\n parameter: new_job,\r\n });\r\n },\r\n secondaryActionText: \"Change to 'Full/Double Gutter'\",\r\n secondaryAction: () => {\r\n let new_job = COMMON.deepCopy(job);\r\n if (area_META.FrontState.IsOnlyHouseGutter())\r\n new_job.AreaSpecifications[areaIndex].GUTTERS_AND_DOWNPIPES.GutterF = 1;\r\n if (area_META.BackState.IsOnlyHouseGutter())\r\n new_job.AreaSpecifications[areaIndex].GUTTERS_AND_DOWNPIPES.GutterB = 1;\r\n if (area_META.LeftState.IsOnlyHouseGutter())\r\n new_job.AreaSpecifications[areaIndex].GUTTERS_AND_DOWNPIPES.GutterL = 1;\r\n if (area_META.RightState.IsOnlyHouseGutter())\r\n new_job.AreaSpecifications[areaIndex].GUTTERS_AND_DOWNPIPES.GutterR = 1;\r\n\r\n if (new_job.AreaSpecifications[areaIndex]?.ATTACHMENTS?.PARTIAL_ATTACHMENTS.length > 0) {\r\n for (let mod of new_job.AreaSpecifications[areaIndex]?.ATTACHMENTS?.PARTIAL_ATTACHMENTS) {\r\n if (mod.Ref.includes(new_job.AreaSpecifications[areaIndex].SHAPE.SheetDirection))\r\n mod.HasGutter = 1;\r\n }\r\n }\r\n\r\n //forced compliance/ mass settings, updates\r\n new_job = validateFullJob(config, new_job, -1, app);\r\n dispatch({\r\n type: \"NEW_JOB\",\r\n parameter: new_job,\r\n });\r\n },\r\n };\r\n }\r\n }\r\n }\r\n};\r\n\r\nexport const WarningIcon_Orange =
\r\n \r\n );\r\n\r\n // gutter_downpipe_data.DownpipeType = \"90mm Round PVC Downpipe\";\r\n }\r\n if (this_area?.SHAPE?.OH_Front > this_downpipe?.max_overhang_offset_span) {\r\n // Front too long\r\n warnings.push(\r\n <>\r\n {WarningIcon_Orange} Front overhang spans too large for elbow on '{this_downpipe.name}'. Max\r\n overhang allowed: '{this_downpipe?.max_overhang_offset_span}'. Please change overhang or\r\n downpipe.\r\n
\r\n \r\n );\r\n\r\n // gutter_downpipe_data.DownpipeType = \"90mm Round PVC Downpipe\";\r\n }\r\n }\r\n const roofsheetgroup = roofsheet_types?.[roofsheet_data?.[\"RoofGroupType\"]];\r\n const subType = roofsheetgroup?.subtypes?.[roofsheet_data?.RoofSubType];\r\n\r\n if (subType?.discontinued) {\r\n warnings.push(\r\n
\r\n {WarningIcon_Orange}'{roofsheet_data?.RoofSubType}' is discontinued as a roof sheet and cannot be\r\n supplied. Please change to another type.\r\n
\r\n
\r\n );\r\n }\r\n\r\n if (is_flat) {\r\n if (this_area.SHAPE.SheetDirection === \"Front\" && gutter_downpipe_data.GutterF === 0)\r\n warnings.push(\r\n \r\n
\r\n {WarningIcon_Orange}Gutter is recommended on Front side of Flat Area {areaNumber}\r\n
\r\n
\r\n );\r\n if (this_area.SHAPE.SheetDirection === \"Back\" && gutter_downpipe_data.GutterB === 0)\r\n warnings.push(\r\n \r\n
\r\n {WarningIcon_Orange}Gutter is recommended on Back side of Flat Area {areaNumber}\r\n
\r\n
\r\n );\r\n if (this_area.SHAPE.SheetDirection === \"Left\" && gutter_downpipe_data.GutterL === 0)\r\n warnings.push(\r\n \r\n
\r\n {WarningIcon_Orange}Gutter is recommended on Left side of Flat Area {areaNumber}\r\n
\r\n
\r\n );\r\n if (this_area.SHAPE.SheetDirection === \"Right\" && gutter_downpipe_data.GutterR === 0)\r\n warnings.push(\r\n \r\n
\r\n {WarningIcon_Orange}Gutter is recommended on Right side of Flat Area {areaNumber}\r\n
\r\n
\r\n );\r\n\r\n if (roofsheet_data?.RoofSheetData?.single_span_only && window.brand === \"Lysaght\") {\r\n let warning_added = false;\r\n if (job.QuoteParameters?.ENGINEERING?.EngineeringResults) {\r\n // let AreaMaxResults =\r\n // job.QuoteParameters?.ENGINEERING?.EngineeringResults?.AreaMaxResults?.[areaIndex];\r\n // if (AreaMaxResults?.NumPurlins > 0) {\r\n // warnings.push(\r\n // \r\n
\r\n // {WarningIcon_Orange}Roofsheet for Area {areaNumber} can only be single span (cannot have\r\n // purlins). Please reduce span to remove purlin(s). Maximum allowable span is{\" \"}\r\n // {roofsheet_data?.RoofSheetData?.max_end_span}\r\n //
\r\n //
\r\n // );\r\n // warning_added = true;\r\n // }\r\n }\r\n if (!warning_added) {\r\n //secondary check for potential roof sheet overspan on single span sheets\r\n let width = this_area?.META?.RoofSheetSpan;\r\n\r\n if (this_area.SHAPE.SheetDirection === \"Left\" || this_area.SHAPE.SheetDirection === \"Right\")\r\n width = width - this_area.SHAPE.OH_Left - this_area.SHAPE.OH_Right;\r\n else width = width - this_area.SHAPE.OH_Front - this_area.SHAPE.OH_Back;\r\n width = width / Math.cos(DegreesToRadians(this_area.SHAPE.RoofPitch));\r\n if (width && width > 1000) {\r\n let max_span = roofsheet_data?.RoofSheetData?.max_internal_span;\r\n console.log(\"width\", width, max_span);\r\n if (max_span && width - 65 > max_span) {\r\n warnings.push(\r\n \r\n //
\r\n {WarningIcon_Orange}Roofsheet for Area {areaNumber} appears over span. Max sheet\r\n span={max_span}mm. Please confirm.\r\n
\r\n
\r\n );\r\n }\r\n }\r\n }\r\n }\r\n // Designed differently, remove engineering and add warning\r\n // if (\r\n // roofsheet_data?.RoofSheetData?.InsulatedMultispan !== undefined &&\r\n // roofsheet_data?.RoofSheetData?.InsulatedMultispan !==\r\n // job.QuoteParameters?.ENGINEERING?.EngineeringResults?.AreaMaxResults?.[areaIndex]?.NumPurlins > 0\r\n // ) {\r\n // warnings.push(\r\n // \r\n
\r\n // {WarningIcon_Orange}Roofsheet for Area {areaNumber} Number of Purlins have changed. Please\r\n // re-run engineering on new design.\r\n //
\r\n //
\r\n // );\r\n // }\r\n }\r\n\r\n if (is_pitched) {\r\n if (this_area[BASIC_SPECS_SECTIONS.ATTACHMENTS].AttachmentLeft === 0 && gutter_downpipe_data.GutterL === 0)\r\n warnings.push(\r\n \r\n //
\r\n {WarningIcon_Orange}Gutter missing on Left side of Pitched Area {areaNumber}\r\n
\r\n
\r\n );\r\n if (this_area[BASIC_SPECS_SECTIONS.ATTACHMENTS].AttachmentRight === 0 && gutter_downpipe_data.GutterR === 0)\r\n warnings.push(\r\n <>\r\n {WarningIcon_Orange}Gutter missing on Right side of Pitched Area {areaNumber}\r\n \r\n
\r\n \r\n );\r\n }\r\n\r\n if (is_portal) {\r\n if (this_area[BASIC_SPECS_SECTIONS.ATTACHMENTS].AttachmentTop === 0 && gutter_downpipe_data.GutterB === 0)\r\n warnings.push(\r\n
\r\n {WarningIcon_Orange}Gutter is recommended on Back side of Portal Area {areaNumber}\r\n
\r\n
\r\n );\r\n if (\r\n this_area[BASIC_SPECS_SECTIONS.ATTACHMENTS].AttachmentBottom === 0 &&\r\n gutter_downpipe_data.GutterF === 0\r\n )\r\n warnings.push(\r\n \r\n
\r\n {WarningIcon_Orange}Gutter is recommended on Front side of Portal Area {areaNumber}\r\n
\r\n
\r\n );\r\n if (this_area[BASIC_SPECS_SECTIONS.SHAPE].Depth > 10000)\r\n warnings.push(\r\n \r\n
\r\n {WarningIcon_Orange}As Portal Area {areaNumber} has a width greater than 10m, Supplementary\r\n engineering will be required.\r\n
\r\n
\r\n );\r\n }\r\n\r\n if (region && roofsheet_data?.RoofSheetData && (region === \"C\" || region === \"D\")) {\r\n if (!roofsheet_data?.RoofSheetData?.allow_cyclonic) {\r\n warnings.push(\r\n \r\n
\r\n {WarningIcon_Orange}\r\n {roofsheet_data.RoofGroupType} is not suitable for Cyclonic regions. Please change to a suitable\r\n roof sheet.
\r\n
\r\n );\r\n }\r\n }\r\n }\r\n\r\n let one_off_warnings = {};\r\n\r\n for (let i in job.AreaSpecifications) {\r\n const areaIndex = Number(i);\r\n const areaNumber = Number(i + 1);\r\n const this_area = job.AreaSpecifications[Number(areaIndex)];\r\n\r\n let area_META = this_area?.META;\r\n\r\n if (area_META) {\r\n if (area_META?.HasIsOnlyHouseGutter && area_META.HasIsOnlyHouseGutter())\r\n one_off_warnings[\"No Gutter (House Gutter Only) Warning\"] =\r\n \"House Gutter Only is not recommended. Double gutters are recommended instead.\";\r\n if (area_META?.HasBoxGutterToFascia && area_META.HasBoxGutterToFascia())\r\n one_off_warnings[\"Box Gutter Warning\"] = \"Box Gutters are not recommended when attaching to Fascia.\";\r\n }\r\n }\r\n\r\n for (var warning in one_off_warnings) {\r\n warnings.push(\r\n \r\n
\r\n {WarningIcon_Orange}\r\n {one_off_warnings[warning]}\r\n
\r\n
\r\n );\r\n }\r\n\r\n if (job.QuoteParameters?.ENGINEERING?.EngineeringLoads) {\r\n let loads = job.QuoteParameters?.ENGINEERING?.EngineeringLoads;\r\n var splitted = loads.split(/\\r?\\n/);\r\n // console.log(\"loads\", splitted);\r\n var headers = splitted[1];\r\n var headers_split = headers.split(\"|\");\r\n var extra_data_index = headers_split.indexOf(\"EXTRA_DATA\");\r\n var name_index = headers_split.indexOf(\"NAME\");\r\n let brackets = [];\r\n\r\n let col_headers = null;\r\n let col_headers_split = null;\r\n let col_name_index = null;\r\n let height_index = null;\r\n let embedment_index = null;\r\n let type_index = null;\r\n let columns_section = false;\r\n let columns_over_max = [];\r\n\r\n for (let split of splitted) {\r\n if (split.includes(\"***MODIFIED\")) break;\r\n\r\n let beam = split.split(\"|\");\r\n\r\n // console.log(\"beam\", beam);\r\n let extra_data = beam?.[extra_data_index];\r\n console.log(extra_data);\r\n if (extra_data) {\r\n let extra_data_split = extra_data.split(\";\");\r\n // console.log(\"extra_data_split\", extra_data_split);\r\n for (let data_kvp of extra_data_split) {\r\n if (data_kvp.startsWith(\"FA_1=\") || data_kvp.startsWith(\"FA_2=\")) {\r\n let beam_name = beam[name_index];\r\n let angle = Math.abs(toNumber(data_kvp.replace(\"FA_1=\", \"\").replace(\"FA_2=\", \"\")));\r\n\r\n if ((angle > 60 && angle < 120) || (angle > 240 && angle < 300)) {\r\n if (beam_name.startsWith(\"SF\") || beam_name.startsWith(\"FB\")) {\r\n if (data_kvp.startsWith(\"FA_1=\") && extra_data.includes(\"END_STATE_1=To Fascia\")) {\r\n brackets.push(beam_name);\r\n } else if (\r\n data_kvp.startsWith(\"FA_2=\") &&\r\n extra_data.includes(\"END_STATE_2=To Fascia\")\r\n ) {\r\n brackets.push(beam_name);\r\n }\r\n } else {\r\n brackets.push(beam_name);\r\n }\r\n }\r\n }\r\n }\r\n }\r\n if (split.includes(\"***COLUMNS***\")) columns_section = true;\r\n if (columns_section) {\r\n if (split.startsWith(\"NAME|\")) {\r\n col_headers = split;\r\n col_headers_split = col_headers.split(\"|\");\r\n col_name_index = col_headers_split.indexOf(\"NAME\");\r\n height_index = col_headers_split.indexOf(\"HEIGHT\");\r\n embedment_index = col_headers_split.indexOf(\"EMBEDMENT\");\r\n type_index = col_headers_split.indexOf(\"COLUMN_TYPE\");\r\n } else if (col_headers_split) {\r\n let col_split = split.split(\"|\");\r\n let name = col_split[col_name_index];\r\n let type = col_split[type_index];\r\n let height = Number(col_split[height_index]);\r\n let embed = Number(col_split[embedment_index]);\r\n let length = height + embed + 100;\r\n let max_length = config?.beam_types?.[type]?.max_length;\r\n // console.log(name, type, max_length, height + embed + 100);\r\n if (max_length && Number(max_length) < length) {\r\n columns_over_max.push(\r\n <>\r\n {name} - {type} @ {length}mm (max:{max_length}mm)\r\n \r\n
\r\n \r\n );\r\n }\r\n }\r\n }\r\n }\r\n\r\n console.log(brackets);\r\n\r\n if (brackets.length > 0) {\r\n warnings.push(\r\n <>\r\n {WarningIcon_Orange}This design has a beam to beam/fascia angle of less than 30 degrees (\r\n {ConvertListToString(brackets)}). Please redesign to have an angle greater than 30 degrees.
\r\n \r\n );\r\n }\r\n if (columns_over_max.length > 0) {\r\n warnings.push(\r\n <>\r\n {WarningIcon_Orange}This design has columns that are supplied longer than the available max length:{\" \"}\r\n {
}\r\n {
}\r\n {columns_over_max}\r\n {
}If you continue, they may be supplied split which may not work. Please redesign or change\r\n column types.
\r\n \r\n );\r\n }\r\n }\r\n\r\n if (window?.paper?.project?.getItems) {\r\n window.paper.project.getItems({ has_warning: true }).forEach(function (item) {\r\n if (item?.warning_msg) {\r\n warnings.push(\r\n
\r\n {WarningIcon_Orange} {item.warning_msg.replaceAll(\"_\", \" \")}\r\n
\r\n
\r\n );\r\n }\r\n });\r\n }\r\n\r\n if (warnings.length > 0) {\r\n return {\r\n warning: true,\r\n title: \"Design Warnings\",\r\n message: warnings,\r\n };\r\n }\r\n\r\n return warnings;\r\n};\r\n\r\nexport const checkSupplementaryEngineering = (config, job) => {\r\n let SupplementaryEngineering = [];\r\n // if (job.DesignParameters.DeckMode === 1) {\r\n // SupplementaryEngineering.push(\r\n // \"Decks require engineering confirmation for the suitability of footings and bracing.\"\r\n // );\r\n // }\r\n\r\n for (let i in job.AreaSpecifications) {\r\n const areaIndex = Number(i);\r\n const areaNumber = Number(i + 1);\r\n const last_area = job?.AreaSpecifications?.[Number(areaIndex) - 1];\r\n const this_area = job.AreaSpecifications[Number(areaIndex)];\r\n const next_area = job?.AreaSpecifications?.[Number(areaIndex) + 1];\r\n\r\n let is_flat = false;\r\n let is_pitched = false;\r\n let is_portal = false;\r\n\r\n if (this_area.SHAPE.DesignType === CONFIG.DESIGN_TYPES.FLAT) is_flat = true;\r\n if (this_area.SHAPE.DesignType === CONFIG.DESIGN_TYPES.PITCHED) is_pitched = true;\r\n if (this_area.SHAPE.DesignType === CONFIG.DESIGN_TYPES.GABLE_PORTAL) is_portal = true;\r\n\r\n let gutter_downpipe_data = this_area[BASIC_SPECS_SECTIONS.GUTTERS_AND_DOWNPIPES];\r\n\r\n if (is_flat) {\r\n }\r\n\r\n if (is_pitched) {\r\n }\r\n\r\n if (is_portal) {\r\n if (this_area[BASIC_SPECS_SECTIONS.SHAPE].Depth > 10000)\r\n SupplementaryEngineering.push(\r\n \"Portal Area \" + areaNumber + \" width greater than 10m. Engineering Design Check required.\"\r\n );\r\n }\r\n }\r\n\r\n return SupplementaryEngineering;\r\n};\r\n\r\nconst engineeringCodes = ({ job }) => {\r\n const engineeringHashCode = job?.QuoteParameters?.ENGINEERING?.engineeringHashCode;\r\n const currentHashCode = GetShapeUpdateString(false, true);\r\n return { engineeringHashCode, currentHashCode };\r\n};\r\n\r\nexport const engineeringChanged = ({ job }) => {\r\n const { engineeringHashCode, currentHashCode } = engineeringCodes({ job });\r\n if (engineeringHashCode !== currentHashCode) return true;\r\n return false;\r\n};\r\n\r\nexport const engineeringPassed = ({ job }) => {\r\n const { engineeringHashCode, currentHashCode } = engineeringCodes({ job });\r\n\r\n const OVERSTRESS_FACTOR = 1.03;\r\n let MaxResults =\r\n toNumber(job?.QuoteParameters?.ENGINEERING?.EngineeringResults?.MaxResultOverAll) / OVERSTRESS_FACTOR;\r\n let MaxResultsText = job?.QuoteParameters?.ENGINEERING?.EngineeringResults?.maxResultOverAllText;\r\n\r\n let engValid = false;\r\n let engValidNoOverride = false;\r\n const engOverride = job?.OverrideEngineering ? true : false;\r\n\r\n if (\r\n engineeringHashCode &&\r\n currentHashCode &&\r\n engineeringHashCode === currentHashCode &&\r\n MaxResults &&\r\n MaxResults < 1.01\r\n ) {\r\n engValid = true;\r\n engValidNoOverride = true;\r\n }\r\n\r\n let engUpdated = false;\r\n if (engineeringHashCode && currentHashCode && engineeringHashCode === currentHashCode) engUpdated = true;\r\n\r\n if (engOverride) engValid = true;\r\n\r\n if (job?.DesignParameters?.DeckMode === 1) {\r\n engValid = false;\r\n MaxResults = toNumber(job?.QuoteParameters?.ENGINEERING?.Data?.[0]?.MaxOverallCapacity);\r\n if (MaxResults && MaxResults < 1.01) {\r\n engValid = true;\r\n engValidNoOverride = true;\r\n }\r\n }\r\n console.log(\r\n \"engineeringHashCode\",\r\n engineeringHashCode,\r\n currentHashCode,\r\n MaxResults,\r\n job?.DesignParameters?.DeckMode,\r\n job?.QuoteParameters?.ENGINEERING?.Data?.[0],\r\n engValid\r\n );\r\n\r\n return { engValid, MaxResultsText, engOverride, engValidNoOverride, engUpdated };\r\n};\r\n\r\n// Return actual structure length from engineering based on area index\r\nexport const getActualLength = ({ job, areaIndex }) => {\r\n return job?.QuoteParameters?.AREA_DATA?.[areaIndex]?.ActualStructureWidth;\r\n};\r\n\r\nexport const validateJobOrderReadiness = async ({\r\n job,\r\n config,\r\n app,\r\n user,\r\n overrideEngineeringAction,\r\n continueEngineeringAction,\r\n confirmEngineeringAction,\r\n continueWarningAction,\r\n forOrder = false,\r\n dispatch,\r\n defaultFootingChange,\r\n defaultPostChange,\r\n bom_was_open,\r\n}) => {\r\n let has_flat = false;\r\n let has_pitched = false;\r\n let has_portal = false;\r\n\r\n const carportMode = job?.DesignParameters?.CarportMode === 1;\r\n\r\n for (const area of job.AreaSpecifications) {\r\n if (area.SHAPE.DesignType === CONFIG.DESIGN_TYPES.FLAT) has_flat = true;\r\n if (area.SHAPE.DesignType === CONFIG.DESIGN_TYPES.PITCHED) has_pitched = true;\r\n if (area.SHAPE.DesignType === CONFIG.DESIGN_TYPES.GABLE_PORTAL) has_portal = true;\r\n }\r\n\r\n //check piched has a flat next to it\r\n if (has_pitched) {\r\n for (const i in job.AreaSpecifications) {\r\n const areaIndex = Number(i);\r\n const last_area = job?.AreaSpecifications?.[Number(areaIndex) - 1];\r\n const this_area = job.AreaSpecifications[Number(areaIndex)];\r\n const next_area = job?.AreaSpecifications?.[Number(areaIndex) + 1];\r\n\r\n if (this_area.SHAPE.DesignType === CONFIG.DESIGN_TYPES.PITCHED) {\r\n let hasAdjacentFlat = false;\r\n if (\r\n last_area &&\r\n last_area.SHAPE.DesignType === CONFIG.DESIGN_TYPES.FLAT &&\r\n last_area.SHAPE.Length > 1999\r\n )\r\n hasAdjacentFlat = true;\r\n if (\r\n next_area &&\r\n next_area.SHAPE.DesignType === CONFIG.DESIGN_TYPES.FLAT &&\r\n next_area.SHAPE.Length > 1999\r\n )\r\n hasAdjacentFlat = true;\r\n\r\n if (!hasAdjacentFlat) {\r\n return {\r\n error: true,\r\n title: \"Pitched Gable Design Error\",\r\n message: [\r\n <>\r\n Pitched Gable Design must have at least one Flat Area adjacent to it with a min of\r\n 2000mm length.\r\n ,\r\n ],\r\n };\r\n }\r\n }\r\n }\r\n }\r\n\r\n for (let i in job.AreaSpecifications) {\r\n const areaIndex = Number(i);\r\n const last_area = job?.AreaSpecifications?.[Number(areaIndex) - 1];\r\n const this_area = job.AreaSpecifications[Number(areaIndex)];\r\n const next_area = job?.AreaSpecifications?.[Number(areaIndex) + 1];\r\n\r\n // check for freestanding design needing RHS columns\r\n if (\r\n this_area.SHAPE.DesignType === CONFIG.DESIGN_TYPES.FLAT ||\r\n this_area.SHAPE.DesignType === CONFIG.DESIGN_TYPES.PITCHED\r\n ) {\r\n if (\r\n job.DesignParameters.Freestanding &&\r\n !this_area[BASIC_SPECS_SECTIONS.BEAMS_AND_POSTS].PostType.includes(\"P/C\") &&\r\n !this_area[BASIC_SPECS_SECTIONS.BEAMS_AND_POSTS].PostType.includes(\"SHS\")\r\n ) {\r\n return {\r\n error: true,\r\n title: \"Freestanding Post Error\",\r\n message: [<>A Freestanding Flat or Pitched Gable section must has SHS Posts.],\r\n secondaryActionText: \"Change to '65mm SHS x 3mm'?\",\r\n secondaryAction: () => {\r\n this_area[BASIC_SPECS_SECTIONS.BEAMS_AND_POSTS].PostType = \"65mm x 65mm x 3mm P/C\";\r\n return {\r\n type: UPDATE_AREA_SPECIFICATION,\r\n index: areaIndex,\r\n section: null,\r\n subsection: null,\r\n parameter: null,\r\n value: this_area,\r\n error: null,\r\n };\r\n },\r\n };\r\n }\r\n }\r\n\r\n if (forOrder) {\r\n if (this_area.SHAPE.DesignType === CONFIG.DESIGN_TYPES.DECK) {\r\n } else {\r\n let TBA = [];\r\n if (this_area[BASIC_SPECS_SECTIONS.BEAMS_AND_POSTS].PostCol === \"TBA\") TBA.push(\"Post\");\r\n if (\r\n this_area[BASIC_SPECS_SECTIONS.BEAMS_AND_POSTS].BeamCol1 === \"TBA\" ||\r\n this_area[BASIC_SPECS_SECTIONS.BEAMS_AND_POSTS].BeamCol2 === \"TBA\"\r\n )\r\n TBA.push(\"Beam\");\r\n if (this_area[BASIC_SPECS_SECTIONS.ROOF_SHEETING].RoofSheetColour === \"TBA\") TBA.push(\"Roof Sheet\");\r\n if (this_area[BASIC_SPECS_SECTIONS.ROOF_SHEETING].FlashingColour === \"TBA\") TBA.push(\"Flashing\");\r\n if (this_area[BASIC_SPECS_SECTIONS.GUTTERS_AND_DOWNPIPES].GutterCol === \"TBA\") TBA.push(\"Gutter\");\r\n if (this_area[BASIC_SPECS_SECTIONS.GUTTERS_AND_DOWNPIPES].DownpipeCol === \"TBA\") TBA.push(\"Downpipe\");\r\n\r\n if (\r\n this_area.SHAPE.DesignType === CONFIG.DESIGN_TYPES.PITCHED ||\r\n this_area.SHAPE.DesignType === CONFIG.DESIGN_TYPES.GABLE_PORTAL\r\n ) {\r\n if (this_area[BASIC_SPECS_SECTIONS.ROOF_SHEETING].RidgeColour === \"TBA\") TBA.push(\"Ridge\");\r\n }\r\n\r\n if (TBA.length > 0) {\r\n return {\r\n error: true,\r\n title: \"Cannot Submit Order With Undecided Colours\",\r\n message: [\r\n <>{ConvertListToString(TBA) + \" have colour set to TBA. Please set before proceeding.\"},\r\n ],\r\n };\r\n }\r\n }\r\n }\r\n }\r\n\r\n const { engValid, MaxResultsText, engOverride } = engineeringPassed({ job });\r\n const engChanged = engineeringChanged({ job });\r\n\r\n console.log(app?.user?.BusinessDetails.EngineerOverride);\r\n\r\n // if (engChanged) {\r\n // return {\r\n // error: true,\r\n // title: \"Engineering has changed.\",\r\n // message: [\r\n // <>\r\n // {\"Please confirm engineering before proceeding.\"}\r\n // \r\n
\r\n // {MaxResultsText ? MaxResultsText : \"\"}\r\n // ,\r\n // ],\r\n // primaryActionText: \"Cancel\",\r\n // tertiaryActionText: \"Check Engineering\",\r\n // tertiaryAction: confirmEngineeringAction,\r\n // };\r\n // }\r\n if (!engValid && !bom_was_open && !engOverride) {\r\n try {\r\n await continueEngineeringAction({\r\n user,\r\n adminOnly: app?.user?.BusinessDetails?.EngineerOverride !== \"ALL USERS\",\r\n MaxResultsText,\r\n confirmEngineeringAction,\r\n });\r\n // Continue with your logic here if the user pressed \"Continue\"\r\n } catch {\r\n return {\r\n cancel: true,\r\n };\r\n // Handle the case where the user pressed \"Cancel\" or closed the dialog\r\n // You can either do nothing or add specific handling here\r\n }\r\n }\r\n\r\n // if (!engValid && app?.user?.BusinessDetails?.EngineerOverride !== \"ALL USERS\") {\r\n // if (user.Role >= 10) {\r\n // try {\r\n // await continueEngineeringAction();\r\n // // Continue with your logic here if the user pressed \"Continue\"\r\n // } catch {\r\n // return {\r\n // cancel: true,\r\n // };\r\n // // Handle the case where the user pressed \"Cancel\" or closed the dialog\r\n // // You can either do nothing or add specific handling here\r\n // }\r\n // } else\r\n // return {\r\n // error: true,\r\n // title: \"Engineering is not passed.\",\r\n // message: [\r\n // <>\r\n // {\"Please confirm engineering (a green tick) before proceeding.\"}\r\n //
\r\n // {MaxResultsText ? MaxResultsText : \"\"}\r\n // ,\r\n // ],\r\n // primaryActionText: \"Cancel\",\r\n // secondaryActionText: \"Check Engineering\",\r\n // secondaryAction: confirmEngineeringAction,\r\n // tertiaryActionText: user.Role >= 91 && !engValid ? \"Authorise Override?\" : \"\",\r\n // tertiaryAction: user.Role >= 91 && !engValid ? overrideEngineeringAction : {},\r\n // };\r\n // } // Always check engineering before documents.\r\n // else if (engChanged) {\r\n // return {\r\n // error: true,\r\n // title: \"Engineering has changed.\",\r\n // message: [\r\n // <>\r\n // {\"Please confirm engineering before proceeding.\"}\r\n //
\r\n // {MaxResultsText ? MaxResultsText : \"\"}\r\n // ,\r\n // ],\r\n // primaryActionText: \"Cancel\",\r\n // tertiaryActionText: \"Check Engineering\",\r\n // tertiaryAction: confirmEngineeringAction,\r\n // };\r\n // } else if (!engValid && app?.user?.BusinessDetails?.EngineerOverride === \"ALL USERS\" && !bom_was_open) {\r\n // try {\r\n // await continueEngineeringAction();\r\n // // Continue with your logic here if the user pressed \"Continue\"\r\n // } catch {\r\n // return {\r\n // cancel: true,\r\n // };\r\n // // Handle the case where the user pressed \"Cancel\" or closed the dialog\r\n // // You can either do nothing or add specific handling here\r\n // }\r\n // }\r\n\r\n // These are checked on ordering the job or checking the BOM.\r\n // Note this will handle each error individually\r\n // Meaning the user will need to fix the errors individually,\r\n // then the error will popup for the rest of the errors\r\n let jobStateWarnings = jobReadyStateErrorPopups({\r\n job,\r\n app,\r\n user,\r\n config,\r\n dispatch,\r\n continueWarningAction,\r\n confirmEngineeringAction,\r\n overrideEngineeringAction,\r\n engValid: job?.OverrideEngineering,\r\n });\r\n\r\n if (jobStateWarnings && !engOverride) return jobStateWarnings;\r\n\r\n if (job.QuoteParameters?.ENGINEERING?.EngineeringLoads) {\r\n let loads = job.QuoteParameters?.ENGINEERING?.EngineeringLoads;\r\n var splitted = loads.split(/\\r?\\n/);\r\n console.log(\"loads\", splitted);\r\n var headers = splitted[1];\r\n var headers_split = headers.split(\"|\");\r\n // var extra_data_index = headers_split.indexOf(\"EXTRA_DATA\");\r\n // var name_index = headers_split.indexOf(\"NAME\");\r\n // let brackets = [];\r\n\r\n let col_headers = null;\r\n let col_headers_split = null;\r\n let col_name_index = null;\r\n let height_index = null;\r\n let embedment_index = null;\r\n let type_index = null;\r\n let GROUND_CONNECTION_index = null;\r\n let columns_section = false;\r\n let columns_over_max = [];\r\n\r\n let num_columns = 0;\r\n let num_columns_concrete_in = 0;\r\n\r\n for (let split of splitted) {\r\n if (split.includes(\"***MODIFIED\")) break;\r\n // let beam = split.split(\"|\");\r\n // console.log(\"beam\", beam);\r\n // let extra_data = beam?.[extra_data_index];\r\n // if (extra_data) {\r\n // let extra_data_split = extra_data.split(\";\");\r\n // // console.log(\"extra_data_split\", extra_data_split);\r\n // for (let data_kvp of extra_data_split) {\r\n // if (data_kvp.startsWith(\"FA_1=\") || data_kvp.startsWith(\"FA_2=\")) {\r\n // let beam_name = beam[name_index];\r\n // let angle = Math.abs(toNumber(data_kvp.replace(\"FA_1=\", \"\").replace(\"FA_2=\", \"\")));\r\n\r\n // if ((angle > 60 && angle < 120) || (angle > 240 && angle < 300)) {\r\n // if (beam_name.startsWith(\"SF\") || beam_name.startsWith(\"FB\")) {\r\n // if (data_kvp.startsWith(\"FA_1=\") && extra_data.includes(\"END_STATE_1=To Fascia\")) {\r\n // brackets.push(beam_name);\r\n // } else if (\r\n // data_kvp.startsWith(\"FA_2=\") &&\r\n // extra_data.includes(\"END_STATE_2=To Fascia\")\r\n // ) {\r\n // brackets.push(beam_name);\r\n // }\r\n // } else {\r\n // brackets.push(beam_name);\r\n // }\r\n // }\r\n // }\r\n // }\r\n // }\r\n if (split.includes(\"***COLUMNS***\")) columns_section = true;\r\n if (columns_section) {\r\n if (split.startsWith(\"NAME|\")) {\r\n col_headers = split;\r\n col_headers_split = col_headers.split(\"|\");\r\n col_name_index = col_headers_split.indexOf(\"NAME\");\r\n height_index = col_headers_split.indexOf(\"HEIGHT\");\r\n GROUND_CONNECTION_index = col_headers_split.indexOf(\"GROUND_CONNECTION\");\r\n embedment_index = col_headers_split.indexOf(\"EMBEDMENT\");\r\n type_index = col_headers_split.indexOf(\"COLUMN_TYPE\");\r\n } else if (col_headers_split) {\r\n let col_split = split.split(\"|\");\r\n let name = col_split[col_name_index];\r\n let type = col_split[type_index];\r\n let height = Number(col_split[height_index]);\r\n let embed = Number(col_split[embedment_index]);\r\n let GROUND_CONNECTION = col_split[GROUND_CONNECTION_index];\r\n let length = height + embed + 100;\r\n\r\n console.log(name, GROUND_CONNECTION);\r\n\r\n num_columns++;\r\n if (GROUND_CONNECTION === \"Concrete In\") num_columns_concrete_in++;\r\n }\r\n }\r\n }\r\n\r\n if (job.DesignParameters.Freestanding && num_columns_concrete_in / num_columns < 0.5 && !carportMode) {\r\n return {\r\n error: true,\r\n title: \"More embedded posts required\",\r\n message: [\r\n <>\r\n {\r\n \"In a freestanding structure, more than 50% of posts must be embedded. Please remove some 'bolt to slab' posts.\"\r\n }\r\n ,\r\n ],\r\n };\r\n }\r\n }\r\n\r\n //false means no error, duh\r\n return false;\r\n};\r\n\r\nexport function MaxDeckJoistSpans(joist_section, joist_spacing, structure_width, bearer_spacing, joist_spans) {\r\n let span_config = 1;\r\n //is always 1 because joists are between\r\n // if (structure_width - 65 > bearer_spacing) span_config = 2;\r\n // if (structure_width - 65 > bearer_spacing * 2) span_config = 3;\r\n\r\n console.log(\"MaxDeckJoistSpans\", joist_section, joist_spacing, structure_width, bearer_spacing, joist_spans);\r\n\r\n let joist_spacing_data = {\r\n 1: {\r\n SB10865: {\r\n 300: 3300,\r\n 450: 2890,\r\n 600: 2620,\r\n },\r\n SB15865: {\r\n 300: 4450,\r\n 450: 3870,\r\n 600: 3530,\r\n },\r\n SB20865: {\r\n 300: 5500,\r\n 450: 4800,\r\n 600: 4380,\r\n },\r\n },\r\n 2: {\r\n SB10865: {\r\n 300: 3740,\r\n 450: 3260,\r\n 600: 2960,\r\n },\r\n SB15865: {\r\n 300: 5020,\r\n 450: 4390,\r\n 600: 3990,\r\n },\r\n SB20865: {\r\n 300: 6170,\r\n 450: 5450,\r\n 600: 4940,\r\n },\r\n },\r\n 3: {\r\n SB10865: {\r\n 300: 3610,\r\n 450: 3160,\r\n 600: 2870,\r\n },\r\n SB15865: {\r\n 300: 4860,\r\n 450: 4250,\r\n 600: 3860,\r\n },\r\n SB20865: {\r\n 300: 6030,\r\n 450: 5270,\r\n 600: 4800,\r\n },\r\n },\r\n };\r\n if (joist_spans) joist_spacing_data = joist_spans;\r\n\r\n console.log(\r\n \"MaxDeckJoistSpans\",\r\n joist_section,\r\n joist_spacing,\r\n structure_width,\r\n bearer_spacing,\r\n joist_spans,\r\n joist_spacing_data,\r\n joist_spacing_data[span_config][joist_section][joist_spacing]\r\n );\r\n\r\n return joist_spacing_data[span_config][joist_section][joist_spacing];\r\n}\r\n\r\nexport function MaxDeckBearerSpans(\r\n bearer_section,\r\n structure_width,\r\n structure_length,\r\n bearer_spacing,\r\n post_spacing,\r\n bearer_spans = null\r\n) {\r\n let span_config = 1;\r\n if (structure_length > post_spacing) span_config = 2;\r\n if (structure_length > post_spacing * 2) span_config = 3;\r\n\r\n let num_bearers = 2 + Math.trunc((structure_width - 65) / bearer_spacing);\r\n\r\n let FLW = structure_width / (num_bearers - 1);\r\n console.log(\r\n \"num_bearers\",\r\n 2,\r\n Math.trunc((structure_width - 65) / bearer_spacing),\r\n structure_width,\r\n bearer_spacing,\r\n FLW\r\n );\r\n // if (num_bearers) FLW = bearer_spacing;\r\n\r\n if (FLW <= 900) FLW = 900;\r\n else if (FLW <= 1200) FLW = 1200;\r\n else if (FLW <= 1500) FLW = 1500;\r\n else if (FLW <= 1800) FLW = 1800;\r\n else if (FLW <= 2100) FLW = 2100;\r\n else if (FLW <= 2400) FLW = 2400;\r\n else if (FLW <= 3000) FLW = 3000;\r\n else if (FLW <= 3600) FLW = 3600;\r\n else FLW = 4000;\r\n\r\n let bearer_span_data = {\r\n 1: {\r\n SB10865: {\r\n 900: 2780,\r\n 1200: 2530,\r\n 1500: 2340,\r\n 1800: 2200,\r\n 2100: 2100,\r\n 2400: 2000,\r\n 3000: 1860,\r\n 3600: 1750,\r\n 4000: 1690,\r\n },\r\n SB15865: {\r\n 900: 3740,\r\n 1200: 3320,\r\n 1500: 3150,\r\n 1800: 2980,\r\n 2100: 2660,\r\n 2400: 2340,\r\n 3000: 1880,\r\n 3600: 1570,\r\n 4000: 1420,\r\n },\r\n SB20865: {\r\n 900: 4380,\r\n 1200: 3350,\r\n 1500: 2710,\r\n 1800: 2280,\r\n 2100: 1970,\r\n 2400: 1730,\r\n 3000: 1390,\r\n 3600: 1160,\r\n 4000: 1050,\r\n },\r\n },\r\n 2: {\r\n SB10865: {\r\n 900: 3150,\r\n 1200: 2850,\r\n 1500: 2650,\r\n 1800: 2390,\r\n 2100: 2180,\r\n 2400: 2000,\r\n 3000: 1730,\r\n 3600: 1520,\r\n 4000: 1410,\r\n },\r\n SB15865: {\r\n 900: 3800,\r\n 1200: 3100,\r\n 1500: 2610,\r\n 1800: 2260,\r\n 2100: 1980,\r\n 2400: 1770,\r\n 3000: 1450,\r\n 3600: 1220,\r\n 4000: 1110,\r\n },\r\n SB20865: {\r\n 900: 3330,\r\n 1200: 2600,\r\n 1500: 2120,\r\n 1800: 1800,\r\n 2100: 1550,\r\n 2400: 1370,\r\n 3000: 1100,\r\n 3600: 930,\r\n 4000: 840,\r\n },\r\n },\r\n 3: {\r\n SB10865: {\r\n 900: 3050,\r\n 1200: 2780,\r\n 1500: 2580,\r\n 1800: 2410,\r\n 2100: 2300,\r\n 2400: 2170,\r\n 3000: 1870,\r\n 3600: 1630,\r\n 4000: 1510,\r\n },\r\n SB15865: {\r\n 900: 4080,\r\n 1200: 3300,\r\n 1500: 2760,\r\n 1800: 2370,\r\n 2100: 2080,\r\n 2400: 1840,\r\n 3000: 1500,\r\n 3600: 1270,\r\n 4000: 1150,\r\n },\r\n SB20865: {\r\n 900: 3470,\r\n 1200: 2700,\r\n 1500: 2200,\r\n 1800: 1860,\r\n 2100: 1610,\r\n 2400: 1410,\r\n 3000: 1140,\r\n 3600: 950,\r\n 4000: 860,\r\n },\r\n },\r\n };\r\n\r\n if (bearer_spans) bearer_span_data = bearer_spans;\r\n return bearer_span_data[span_config][bearer_section][FLW];\r\n}\r\n\r\nexport function MaxDeckPostHeights(RHS_size, post_spans = null) {\r\n let spans = {\r\n \"65mm x 65mm x 2mm P/C\": 2095,\r\n \"65mm x 65mm x 2.5mm P/C\": 2070,\r\n \"65mm x 65mm x 3mm P/C\": 2070,\r\n \"75mm x 75mm x 2.5mm P/C\": 2405,\r\n \"75mm x 75mm x 3mm P/C\": 2390,\r\n \"100mm x 100mm x 3mm P/C\": 3225,\r\n default: 2070,\r\n };\r\n if (post_spans) spans = post_spans;\r\n\r\n let default_height = spans?.[\"default\"] ? spans?.[\"default\"] : 2070;\r\n\r\n if (spans[RHS_size]) return spans[RHS_size];\r\n return default_height;\r\n}\r\n\r\nexport function EngineerDeckv2(beam_and_post_data) {\r\n let JoistActual = 0;\r\n let JoistCapacity = 0;\r\n let BearerActual = 0;\r\n let BearerCapacity = 0;\r\n let PostCapacity = 0;\r\n\r\n let BracingSummary = {};\r\n let FootingSummary = {};\r\n\r\n if (window.paper && window.svg) {\r\n let beams = GetItems({ sel_type: \"beam\" });\r\n console.log(\"beams\", beams);\r\n\r\n for (let beam of beams) {\r\n if (beam?.beamName === \"Joist\") {\r\n if (beam.eng_capacity && toNumber(beam.eng_capacity) > JoistCapacity) {\r\n JoistCapacity = toNumber(beam.eng_capacity);\r\n }\r\n if (beam.lengthQQ && beam.lengthQQ > JoistActual) {\r\n JoistActual = beam.lengthQQ;\r\n }\r\n }\r\n if (beam?.beamName?.includes && beam?.beamName.includes(\"Bearer\")) {\r\n if (beam.eng_capacity && toNumber(beam.eng_capacity) > BearerCapacity) {\r\n console.log(\"beam check\", beam, BearerCapacity);\r\n BearerCapacity = toNumber(beam.eng_capacity);\r\n }\r\n if (beam.lengthQQ && beam.lengthQQ > BearerActual) {\r\n BearerActual = beam.lengthQQ;\r\n }\r\n }\r\n }\r\n\r\n let posts = GetItems({ sel_type: \"post\" });\r\n console.log(\"posts check\", posts);\r\n\r\n for (let post of posts) {\r\n console.log(\"posts check post\", post, PostCapacity);\r\n if (post.eng_capacity && toNumber(post.eng_capacity) > PostCapacity) {\r\n PostCapacity = toNumber(post.eng_capacity);\r\n }\r\n }\r\n\r\n let origin = GetItems({ typeQQ: \"origin\" });\r\n\r\n if (origin[0] && origin[0]?.deck_bracing) {\r\n let bracing_summary_split = origin[0]?.deck_bracing.split(\"/\");\r\n if (bracing_summary_split.length > 0) {\r\n BracingSummary.bracing_ns_actual = toNumber(bracing_summary_split[0]);\r\n }\r\n if (bracing_summary_split.length > 1) {\r\n BracingSummary.bracing_ns_required = bracing_summary_split[1];\r\n }\r\n if (bracing_summary_split.length > 2) {\r\n BracingSummary.bracing_ew_actual = toNumber(bracing_summary_split[2]);\r\n }\r\n if (bracing_summary_split.length > 3) {\r\n BracingSummary.bracing_ew_required = bracing_summary_split[3];\r\n }\r\n }\r\n\r\n if (origin[0] && origin[0]?.deck_footing) {\r\n let footing_summary_split = origin[0]?.deck_footing.split(\"/\");\r\n if (footing_summary_split.length > 0) {\r\n FootingSummary.clay_passed = COMMON.toBool(footing_summary_split[0]);\r\n }\r\n if (footing_summary_split.length > 1) {\r\n FootingSummary.clay_passed_width = toNumber(footing_summary_split[1]);\r\n }\r\n if (footing_summary_split.length > 2) {\r\n FootingSummary.clay_passed_depth = toNumber(footing_summary_split[2]);\r\n }\r\n if (footing_summary_split.length > 3) {\r\n FootingSummary.sand_passed = COMMON.toBool(footing_summary_split[3]);\r\n }\r\n if (footing_summary_split.length > 4) {\r\n FootingSummary.sand_passed_width = toNumber(footing_summary_split[4]);\r\n }\r\n if (footing_summary_split.length > 5) {\r\n FootingSummary.sand_passed_depth = toNumber(footing_summary_split[5]);\r\n }\r\n }\r\n }\r\n\r\n let bracing_capacity_ratio_NS = 0;\r\n if (BracingSummary.bracing_ns_required > 0) {\r\n if (BracingSummary.bracing_ns_actual === 0) {\r\n bracing_capacity_ratio_NS = 9.99;\r\n } else {\r\n bracing_capacity_ratio_NS = BracingSummary.bracing_ns_required / BracingSummary.bracing_ns_actual;\r\n }\r\n }\r\n let bracing_capacity_ratio_EW = 0;\r\n if (BracingSummary.bracing_ew_required > 0) {\r\n if (BracingSummary.bracing_ew_actual === 0) {\r\n bracing_capacity_ratio_EW = 9.99;\r\n } else {\r\n bracing_capacity_ratio_EW = BracingSummary.bracing_ew_required / BracingSummary.bracing_ew_actual;\r\n }\r\n }\r\n\r\n return {\r\n JoistMaxSpacing: beam_and_post_data.PurlinSpacing,\r\n JoistMaxSpan: null,\r\n JoistActual: JoistActual,\r\n JoistCapacity: JoistCapacity,\r\n BearerMaxSpacing: null,\r\n BearerMaxSpan: null,\r\n BearerActual: BearerActual,\r\n BearerCapacity: BearerCapacity,\r\n PostMaxHeight: null,\r\n PostCapacity: PostCapacity,\r\n MaxOverallCapacity: Math.max(\r\n JoistCapacity,\r\n BearerCapacity,\r\n PostCapacity,\r\n bracing_capacity_ratio_EW,\r\n bracing_capacity_ratio_NS\r\n ),\r\n BracingSummary: BracingSummary,\r\n FootingSummary: FootingSummary,\r\n };\r\n}\r\n\r\nexport function EngineerDeck(\r\n post_section,\r\n joist_section,\r\n joist_spacing,\r\n bearer_section,\r\n structure_width,\r\n structure_length,\r\n structure_height,\r\n bearer_spacing,\r\n post_spacing,\r\n post_spans = null,\r\n bearer_spans = null,\r\n joist_spans = null\r\n) {\r\n let span_config = 1;\r\n if (structure_width - 65 > bearer_spacing) span_config = 2;\r\n if (structure_width - 65 > bearer_spacing * 2) span_config = 3;\r\n if (structure_width - 65 > bearer_spacing * 3) span_config = 4;\r\n\r\n let JoistMaxSpan = MaxDeckJoistSpans(joist_section, joist_spacing, structure_width, bearer_spacing, joist_spans);\r\n let JoistActual = (structure_width - 65) / span_config;\r\n let JoistCapacity = JoistActual / JoistMaxSpan;\r\n let BearerMaxSpan = MaxDeckBearerSpans(\r\n bearer_section,\r\n structure_width,\r\n structure_length,\r\n bearer_spacing,\r\n post_spacing,\r\n bearer_spans\r\n );\r\n let BearerActual = post_spacing;\r\n let BearerCapacity = BearerActual / BearerMaxSpan;\r\n let PostMaxHeight = MaxDeckPostHeights(post_section, post_spans);\r\n let PostCapacity = structure_height / PostMaxHeight;\r\n\r\n // //new\r\n // BearerCapacity = calculateDeckBeamCapacity(\r\n // \"Bearer\",\r\n // bearer_section,\r\n // BearerActual,\r\n // span_config == 1 ? JoistActual / 2 : JoistActual\r\n // );\r\n // console.log(\r\n // \"BearerCapacity\",\r\n // bearer_section,\r\n // BearerCapacity.capacity_max,\r\n // BearerActual / BearerMaxSpan,\r\n // BearerCapacity\r\n // );\r\n\r\n // JoistCapacity = calculateDeckBeamCapacity(\"Joist\", joist_section, JoistActual, joist_spacing);\r\n // console.log(\"JoistCapacity\", joist_section, JoistCapacity.capacity_max, JoistActual / JoistMaxSpan, JoistCapacity);\r\n\r\n return {\r\n JoistMaxSpacing: joist_spacing,\r\n JoistMaxSpan: JoistMaxSpan,\r\n JoistActual: JoistActual,\r\n JoistCapacity: JoistCapacity,\r\n BearerMaxSpacing: bearer_spacing,\r\n BearerMaxSpan: BearerMaxSpan,\r\n BearerActual: BearerActual,\r\n BearerCapacity: BearerCapacity,\r\n PostMaxHeight: PostMaxHeight,\r\n PostCapacity: PostCapacity,\r\n MaxOverallCapacity: Math.max(JoistCapacity, BearerCapacity, PostCapacity),\r\n };\r\n}\r\n\r\n// {\r\n// \"Ridge Flashing\":\"CFL51\",\r\n// \"Ridge Roll Top Flashing\":\"\",\r\n// \"Ridge with Collar Tie\":\"\",\r\n// \"Hip Flashing\":\"CFL52\",\r\n// \"Hip Roll Top Flashing\":\"\",\r\n// \"Downlight Tray\":\"CFL40\",\r\n// \"Gutter Cap for Kissing Gutters\":\"FCTZ\",\r\n// \"Dutch End Under Flashing\":\"CFL04\",\r\n// \"Dutch End Top Flashing\":\"CFL05\",\r\n// \"Infill Bottom Flashing\": \"CFL06\"\r\n// \"Valley Gutter\": \"CFL19\"\r\n// }\r\n\r\n// \"flashing_codes\": {\r\n// \"Ridge Flashing\": \"CFL51\",\r\n// \"Ridge Roll Top Flashing\": \"\",\r\n// \"Ridge with Collar Tie\": \"\",\r\n// \"Hip Flashing\": \"CFL52\",\r\n// \"Hip Roll Top Flashing\": \"\",\r\n// \"Downlight Tray\": \"CFL40\",\r\n// \"Gutter Cap for Kissing Gutters\": \"FCTZ\",\r\n// \"Dutch End Under Flashing\": \"CFL04\",\r\n// \"Dutch End Top Flashing\": \"CFL05\",\r\n// \"Infill Bottom Flashing\": \"CFL06\"\r\n// \"Valley Gutter\": \"VGUTTER\"\r\n// }","import React from \"react\";\r\n\r\nimport * as Schemas from \"./jobState_Schemas\";\r\nimport { API_BASE } from \"../AppConfig\";\r\nimport { setNull, fetchTimeout, get, toNumber, RemoveItemFromArray, getItemFromArray } from \"../components/Common\";\r\nimport * as ReducerFunctions from \"./reducerFunctions\";\r\nimport * as CONFIG from \"./configState\";\r\nimport * as COMMON from \"../components/Common\";\r\nimport { SITE_PARAMETER_SECTIONS, QUOTE_PARAMETER_SECTIONS, BASIC_SPECS_SECTIONS } from \"./jobState_Schemas\";\r\nimport * as JOBSTATE_VALIDATION from \"./jobState_Validation\";\r\nimport _merge from \"lodash/merge\";\r\nimport _cloneDeep from \"lodash/cloneDeep\";\r\nimport { GetColourUpdateString, GetBOMUpdateString } from \"../components_designer/layout/PaperFunctionHelper\";\r\nimport { GetDesignStringShort } from \"../components_designer/main_drawer/QuotePage\";\r\n\r\nimport { updateAPP, checkInternetConnection, UPDATE_DESIGNER, SHOW_LOADING_BAR, showDialogData } from \"./appState\";\r\nimport { GetShapeUpdateString } from \"../components_designer/layout/PaperFunctionHelper\";\r\nimport { jobStateErrorPopups, jobStateMessagePopups } from \"./jobStateWarningPopups\";\r\nconst { convertJobStateToIni } = require(\"../components/Common_Conversions\");\r\n\r\n// 2D Designer Actions\r\nexport const SHOW_DESIGNER_MESSAGE = \"SHOW_DESIGNER_MESSAGE\";\r\nexport const CLEAR_DESIGNER_MESSAGE = \"CLEAR_DESIGNER_MESSAGE\";\r\nexport const APPEND_DESIGNER_MESSAGE = \"APPEND_DESIGNER_MESSAGE\";\r\n\r\n// Action Constants\r\n\r\nexport const UPDATE_2D_DESIGNER_SVGS = \"UPDATE_2D_DESIGNER_SVGS\";\r\nexport const UPDATE_3D_MODEL = \"UPDATE_3D_MODEL\";\r\nexport const UPDATE_3D_GLB = \"UPDATE_3D_GLB\";\r\nexport const UPDATE_CUSTOMER = \"Customer\";\r\nexport const UPDATE_DISTRIBUTOR = \"Distributor\";\r\nexport const UPDATE_DESIGN_SPECIFICATION = \"UPDATE_DESIGN_SPECIFICATION\";\r\nexport const UPDATE_SITE_PARAMETERS = \"SiteParameters\";\r\nexport const UPDATE_AREA_SPECIFICATION = \"AreaSpecifications\";\r\nexport const UPDATE_QUOTE_PARAMETERS = \"QuoteParameters\";\r\nexport const UPDATE_DESIGN_PARAMETERS = \"DesignParameters\";\r\nexport const UPDATE_JOB_PARAMETERS = \"JobParameters\";\r\nexport const ADD_NOTE = \"ADD_NOTE\";\r\nexport const ADD_NEW_AREA = \"ADD_NEW_AREA\";\r\nexport const ADD_NEW_AREA_TO_START = \"ADD_NEW_AREA_TO_START\";\r\nexport const DELETE_AREA = \"DELETE_AREA\";\r\nexport const NEW_JOB = \"NEW_JOB\";\r\nexport const UPDATE_JOB = \"UPDATE_JOB\";\r\nexport const UPDATE_ERROR_MAP = \"UPDATE_ERROR_MAP\";\r\nexport const CLEAR_ERROR_MAP = \"CLEAR_ERROR_MAP\";\r\nexport const UPDATE_AREA_SPECIFICATION_ERROR_MAP = \"UPDATE_AREA_SPECIFICATION_ERROR_MAP\";\r\nexport const UPDATE_ENGINEERING = \"UPDATE_ENGINEERING\";\r\n// Combined Initial State\r\n\r\nexport const initialState = {};\r\nexport function newDefaultJobState(config, new_id = \"\", user_data = null, num_areas = 1) {\r\n const default_state = {\r\n id: new_id,\r\n UserID: user_data ? user_data.id : \"\",\r\n BusinessCode: user_data ? user_data.BusinessCode : \"\",\r\n UserCode: user_data ? user_data.Usercode : \"\",\r\n Status: \"New\",\r\n OrderStatus: \"\",\r\n DesignSummary: \"\",\r\n Customer: Schemas.customer_initialState,\r\n User: {\r\n id: user_data?.id ? user_data.id : \"\",\r\n BusinessCode: user_data?.BusinessCode ? user_data.BusinessCode : \"\",\r\n Email: user_data?.Email ? user_data.Email : \"\",\r\n Phone: user_data?.Phone ? user_data.Phone : \"\",\r\n FirstName: user_data?.FirstName ? user_data.FirstName : \"\",\r\n LastName: user_data?.LastName ? user_data.LastName : \"\",\r\n },\r\n Distributor: user_data ? { ...user_data.BusinessDetails } : \"\",\r\n App: {\r\n current_SVG: \"\",\r\n current_OBJ: \"\",\r\n },\r\n QuoteParameters: Schemas.quote_parameters_initialState,\r\n SiteParameters: Schemas.site_parameters_initialState,\r\n DesignParameters: Schemas.design_parameters_initialState,\r\n AreaSpecifications: [\r\n Schemas.basic_specs_initialState,\r\n // {\r\n // ...Schemas.basic_specs_initialState,\r\n // SHAPE: {\r\n // ...Schemas.basic_specs_initialState.SHAPE,\r\n // RoofPitch: 20,\r\n // DesignType: 'Pitched Roof',\r\n // }\r\n // }\r\n ],\r\n Notes: [],\r\n };\r\n\r\n while (default_state.AreaSpecifications.length < num_areas) {\r\n let default_area_data = _cloneDeep(Schemas.basic_specs_initialState);\r\n if (config?.design_options?.[\"Gable Hip Roof\"]?.allow_roll_top_ridge)\r\n default_area_data[BASIC_SPECS_SECTIONS.ROOF_SHEETING].RollTopRidge = true;\r\n default_state.AreaSpecifications.push(default_area_data);\r\n }\r\n\r\n // let new_state = JOBSTATE_VALIDATION.validateJob({ ...default_state });\r\n let new_state = default_state;\r\n if (config?.id) {\r\n new_state = JOBSTATE_VALIDATION.validateFullJob(config, default_state);\r\n }\r\n\r\n let errorMapDefaultScheme = { ...setNull(new_state) };\r\n // if (new_id != \"\") {\r\n errorMapDefaultScheme.Customer.JobName = \"Job Name is required\";\r\n errorMapDefaultScheme.SiteParameters.Address.FormattedAddress = \"Site Address is required\";\r\n // errorMapDefaultScheme.SiteParameters.WindData.WindZoneAS1170 = \"Wind Data is required\";\r\n // errorMapDefaultScheme.SiteParameters.WindData.Blocking = \"Blocking is required\";\r\n // }\r\n\r\n if (user_data) {\r\n new_state.LastEditor = {\r\n id: user_data.id,\r\n DisplayName: user_data.DisplayName,\r\n UserCode: user_data.UserCode,\r\n _session_id: window?.session_id,\r\n _ts: Date.now(),\r\n };\r\n }\r\n\r\n return {\r\n ...new_state,\r\n ErrorMap: errorMapDefaultScheme,\r\n // design_parameters: Schemas.design_parameters_initialState,\r\n // area_specifications: {\r\n // 0: Schemas.basic_specs_initialState,\r\n // },\r\n Notes: [],\r\n };\r\n}\r\n\r\n// Recursive function to find differences in nested objects\r\nfunction findDifferences(previousState, newState) {\r\n const differences = {};\r\n\r\n if (previousState && newState)\r\n for (const key in newState) {\r\n if (key === \"META\" || key === \"LastEditor\") {\r\n continue; // Skip keys to be ignored\r\n }\r\n\r\n if (typeof newState[key] === \"object\" && newState[key] !== null) {\r\n // If the value is an object, recursively find differences\r\n const nestedDifferences = findDifferences(previousState[key], newState[key]);\r\n if (Object.keys(nestedDifferences).length > 0) {\r\n differences[key] = nestedDifferences;\r\n }\r\n } else if (previousState[key] !== newState[key]) {\r\n // If the value is different, record the difference\r\n differences[key] = {\r\n previous: previousState[key],\r\n new: newState[key],\r\n };\r\n\r\n break;\r\n }\r\n }\r\n\r\n return differences;\r\n}\r\n\r\nexport default function (state = initialState, action) {\r\n let section = action.type;\r\n let new_state = {};\r\n switch (action.type) {\r\n case NEW_JOB:\r\n console.log(action.parameter);\r\n window.job = action.parameter;\r\n\r\n console.log(findDifferences(state, action.parameter));\r\n\r\n return action.parameter;\r\n\r\n case UPDATE_2D_DESIGNER_SVGS:\r\n return {\r\n ...state,\r\n App: {\r\n ...state.App,\r\n current_SVG: action.value,\r\n },\r\n };\r\n case UPDATE_3D_MODEL:\r\n return {\r\n ...state,\r\n App: {\r\n ...state.App,\r\n current_OBJ: action.value,\r\n },\r\n };\r\n case UPDATE_3D_GLB:\r\n return {\r\n ...state,\r\n App: {\r\n ...state.App,\r\n current_GLB: action.value,\r\n },\r\n };\r\n case ADD_NOTE:\r\n return {\r\n ...state,\r\n Notes: [\r\n ...state.Notes,\r\n {\r\n timestamp: action.timestamp,\r\n system_generated: action.system_generated,\r\n user: action.user.id,\r\n user_code: action.user.UserCode,\r\n user_role: action.user.RoleName,\r\n text: action.value,\r\n attachments: action.attachments,\r\n },\r\n ],\r\n };\r\n case ADD_NEW_AREA:\r\n let areaSpecs = [...state.AreaSpecifications];\r\n areaSpecs.push(action.value);\r\n new_state = {\r\n ...state,\r\n AreaSpecifications: [...areaSpecs],\r\n };\r\n if (action.config) return JOBSTATE_VALIDATION.validateFullJob(action.config, new_state);\r\n else return new_state;\r\n case ADD_NEW_AREA_TO_START:\r\n let areaSpecsNew = [...state.AreaSpecifications];\r\n areaSpecsNew.unshift(action.value);\r\n new_state = {\r\n ...state,\r\n AreaSpecifications: [...areaSpecsNew],\r\n };\r\n if (action.config) return JOBSTATE_VALIDATION.validateFullJob(action.config, new_state);\r\n else return new_state;\r\n case DELETE_AREA:\r\n let deletedAreaSpecsNew = [...state.AreaSpecifications];\r\n deletedAreaSpecsNew.splice(Math.floor(action.areaIndex), 1);\r\n new_state = {\r\n ...state,\r\n AreaSpecifications: [...deletedAreaSpecsNew],\r\n };\r\n if (action.config) return JOBSTATE_VALIDATION.validateFullJob(action.config, new_state);\r\n else return new_state;\r\n case UPDATE_DISTRIBUTOR:\r\n console.log(UPDATE_DISTRIBUTOR);\r\n new_state = {\r\n ...state,\r\n Distributor: action.value,\r\n };\r\n if (action.config) return JOBSTATE_VALIDATION.validateFullJob(action.config, new_state);\r\n else return new_state;\r\n case UPDATE_JOB_PARAMETERS:\r\n if (!state) return state;\r\n\r\n if (!action.parameter && typeof action.value === \"object\") {\r\n new_state = {\r\n ...state,\r\n ...action.value,\r\n };\r\n // console.log(\"action.value?\",action.value);\r\n console.log(\"new_state?\", new_state);\r\n } else {\r\n new_state = {\r\n ...state,\r\n [action.parameter]: action.value,\r\n };\r\n }\r\n if (action.config) return JOBSTATE_VALIDATION.validateFullJob(action.config, new_state);\r\n else return new_state;\r\n\r\n case UPDATE_CUSTOMER:\r\n case UPDATE_SITE_PARAMETERS:\r\n case UPDATE_QUOTE_PARAMETERS:\r\n console.log(\"updateDesignParameters\", action);\r\n if (!state) return state;\r\n\r\n if (!action.subsection) {\r\n let new_state = {\r\n ...state,\r\n [section]: {\r\n ...state[section],\r\n [action.parameter]: action.value,\r\n },\r\n };\r\n if (action.config) return JOBSTATE_VALIDATION.validateFullJob(action.config, new_state);\r\n else return new_state;\r\n } else {\r\n let new_state = {\r\n ...state,\r\n [section]: {\r\n ...state[section],\r\n [action.subsection]: {\r\n ...state[section][action.subsection],\r\n [action.parameter]: action.value,\r\n },\r\n },\r\n };\r\n if (action.config) return JOBSTATE_VALIDATION.validateFullJob(action.config, new_state);\r\n else return new_state;\r\n // console.log(newone);\r\n // return newone;\r\n }\r\n\r\n case UPDATE_DESIGN_PARAMETERS:\r\n console.log(\"updateDesignParameters\", action);\r\n section = action.type;\r\n\r\n if (!state) return state;\r\n\r\n if (!action.subsection) {\r\n let new_state = {\r\n ...state,\r\n [section]: {\r\n ...state[section],\r\n [action.parameter]: action.value,\r\n },\r\n };\r\n if (action.config) return JOBSTATE_VALIDATION.validateFullJob(action.config, new_state);\r\n else return new_state;\r\n } else {\r\n let new_state = {\r\n ...state,\r\n [section]: {\r\n ...state[section],\r\n [action.subsection]: {\r\n ...state[section][action.subsection],\r\n [action.parameter]: action.value,\r\n },\r\n },\r\n };\r\n if (action.config) return JOBSTATE_VALIDATION.validateFullJob(action.config, new_state);\r\n else return new_state;\r\n // console.log(newone);\r\n // return newone;\r\n }\r\n\r\n case UPDATE_DESIGN_SPECIFICATION:\r\n return {\r\n ...state,\r\n design_parameters: {\r\n ...state.design_parameters,\r\n [action.parameter]: action.value,\r\n },\r\n };\r\n case UPDATE_AREA_SPECIFICATION:\r\n section = action.type;\r\n\r\n let newAreaSpecifications = ReducerFunctions.UpdateObjectInArray(state[section], action);\r\n for (let index in newAreaSpecifications) {\r\n newAreaSpecifications[Number(index)].AreaIndex = Number(index);\r\n }\r\n console.log(\"newAreaSpecification\", newAreaSpecifications);\r\n // validateShapeData(newAreaSpecifications[action.index]);\r\n // if (action.section === \"SHAPE\") newAreaSpecifications[action.index][action.section] = validateShapeData(newAreaSpecifications[action.index]);\r\n\r\n let new_job = {\r\n ...state,\r\n [section]: newAreaSpecifications,\r\n };\r\n new_job.DesignSummary = GetDesignStringShort(new_job.AreaSpecifications);\r\n if (action.config) new_job = JOBSTATE_VALIDATION.validateFullJob(action.config, new_job);\r\n return new_job;\r\n case UPDATE_AREA_SPECIFICATION_ERROR_MAP:\r\n section = \"AreaSpecifications\";\r\n let error_action = {\r\n ...action,\r\n value: action.error,\r\n };\r\n\r\n if (!state.ErrorMap) {\r\n state.ErrorMap = Object.assign({}, newDefaultJobState.ErrorMap);\r\n }\r\n\r\n let new_job2 = {\r\n ...state,\r\n [section]: ReducerFunctions.UpdateObjectInArray(state[section], action),\r\n ErrorMap: {\r\n ...state.ErrorMap,\r\n [section]: ReducerFunctions.UpdateObjectInArray(state.ErrorMap[section], error_action),\r\n },\r\n };\r\n\r\n new_job2.DesignSummary = GetDesignStringShort(new_job2.AreaSpecifications);\r\n return new_job2;\r\n\r\n case CLEAR_ERROR_MAP:\r\n // let setAll = (obj, val) => Object.keys(obj).forEach(k => obj[k] = val);\r\n // let setNull = obj => setAll(obj, null);\r\n return {\r\n ...state,\r\n ErrorMap: setNull(state.ErrorMap),\r\n };\r\n\r\n case UPDATE_ERROR_MAP:\r\n console.log(\"UPDATE_ERROR_MAP\");\r\n\r\n if (!state.ErrorMap) {\r\n state.ErrorMap = Object.assign({}, newDefaultJobState.ErrorMap);\r\n }\r\n\r\n if (!action.section) {\r\n return {\r\n ...state,\r\n ErrorMap: action.value,\r\n };\r\n } else if (!action.subsection) {\r\n return {\r\n ...state,\r\n ErrorMap: {\r\n ...state.ErrorMap,\r\n [action.section]: {\r\n ...state.ErrorMap[action.section],\r\n [action.parameter]: action.value,\r\n },\r\n },\r\n };\r\n } else {\r\n return {\r\n ...state,\r\n ErrorMap: {\r\n ...state?.ErrorMap,\r\n [action.section]: {\r\n ...state?.[\"ErrorMap\"]?.[action.section],\r\n [action.subsection]: {\r\n ...state?.[\"ErrorMap\"]?.[action.section]?.[action.subsection],\r\n [action.parameter]: action.value,\r\n },\r\n },\r\n },\r\n };\r\n }\r\n\r\n case UPDATE_ENGINEERING:\r\n let new_eng_data = [...state.QuoteParameters.ENGINEERING.Data];\r\n new_eng_data[action.areaIndex] = action.value;\r\n new_state = {\r\n ...state,\r\n [\"QuoteParameters\"]: {\r\n ...state[\"QuoteParameters\"],\r\n [\"ENGINEERING\"]: {\r\n ...state[\"QuoteParameters\"][\"ENGINEERING\"],\r\n [\"Data\"]: new_eng_data,\r\n },\r\n },\r\n };\r\n return new_state;\r\n\r\n default:\r\n return state;\r\n }\r\n}\r\n\r\nexport const addNote =\r\n (system_generated, user, note, attachments = null) =>\r\n (dispatch) => {\r\n console.log(ADD_NOTE, user, note);\r\n dispatch({\r\n type: ADD_NOTE,\r\n timestamp: new Date().getTime(),\r\n system_generated: system_generated,\r\n user: user,\r\n value: note,\r\n attachments: attachments,\r\n });\r\n };\r\n\r\nconst MatchUpColourSelections = ({ new_area_data, area_to_match }) => {\r\n new_area_data.BEAMS_AND_POSTS.BeamCol1 = area_to_match.BEAMS_AND_POSTS.BeamCol1;\r\n new_area_data.BEAMS_AND_POSTS.Beam1ColourSelectionMade = area_to_match.BEAMS_AND_POSTS.Beam1ColourSelectionMade;\r\n new_area_data.BEAMS_AND_POSTS.BeamColMatchBeam = area_to_match.BEAMS_AND_POSTS.BeamColMatchBeam;\r\n new_area_data.BEAMS_AND_POSTS.BeamCol2 = area_to_match.BEAMS_AND_POSTS.BeamCol2;\r\n new_area_data.BEAMS_AND_POSTS.BeamCol2MatchBeam = area_to_match.BEAMS_AND_POSTS.BeamCol2MatchBeam;\r\n new_area_data.BEAMS_AND_POSTS.BeamCol3 = area_to_match.BEAMS_AND_POSTS.BeamCol3;\r\n new_area_data.BEAMS_AND_POSTS.BeamCol3MatchBeam = area_to_match.BEAMS_AND_POSTS.BeamCol3MatchBeam;\r\n new_area_data.BEAMS_AND_POSTS.BeamCol4 = area_to_match.BEAMS_AND_POSTS.BeamCol4;\r\n new_area_data.BEAMS_AND_POSTS.BeamCol4MatchBeam = area_to_match.BEAMS_AND_POSTS.BeamCol4MatchBeam;\r\n new_area_data.BEAMS_AND_POSTS.PostCol = area_to_match.BEAMS_AND_POSTS.PostCol;\r\n new_area_data.BEAMS_AND_POSTS.PostColourSelectionMade = area_to_match.BEAMS_AND_POSTS.PostColourSelectionMade;\r\n new_area_data.BEAMS_AND_POSTS.PostColMatchBeam = area_to_match.BEAMS_AND_POSTS.PostColMatchBeam;\r\n new_area_data.BEAMS_AND_POSTS.FootingType = area_to_match.BEAMS_AND_POSTS.FootingType;\r\n new_area_data.BEAMS_AND_POSTS.IntermediatePostsFullHeight =\r\n area_to_match.BEAMS_AND_POSTS.IntermediatePostsFullHeight;\r\n new_area_data.BEAMS_AND_POSTS.CornerPostsFullHeight = area_to_match.BEAMS_AND_POSTS.CornerPostsFullHeight;\r\n\r\n new_area_data.ROOF_SHEETING.RoofColourSelectionMade = area_to_match.ROOF_SHEETING.RoofColourSelectionMade;\r\n new_area_data.ROOF_SHEETING.RoofSheetColour = area_to_match.ROOF_SHEETING.RoofSheetColour;\r\n new_area_data.ROOF_SHEETING.SkylightColourSelectionMade = area_to_match.ROOF_SHEETING.SkylightColourSelectionMade;\r\n new_area_data.ROOF_SHEETING.SkylightColour = area_to_match.ROOF_SHEETING.SkylightColour;\r\n new_area_data.ROOF_SHEETING.FlashingColourMatchString = area_to_match.ROOF_SHEETING.FlashingColourMatchString;\r\n new_area_data.ROOF_SHEETING.FlashingColour = area_to_match.ROOF_SHEETING.FlashingColour;\r\n new_area_data.ROOF_SHEETING.RidgeColour = area_to_match.ROOF_SHEETING.RidgeColour;\r\n new_area_data.ROOF_SHEETING.RidgeColourMatchString = area_to_match.ROOF_SHEETING.RidgeColourMatchString;\r\n\r\n new_area_data.GUTTERS_AND_DOWNPIPES.GutterColourSelectionMade =\r\n area_to_match.GUTTERS_AND_DOWNPIPES.GutterColourSelectionMade;\r\n new_area_data.GUTTERS_AND_DOWNPIPES.GutterCol = area_to_match.GUTTERS_AND_DOWNPIPES.GutterCol;\r\n new_area_data.GUTTERS_AND_DOWNPIPES.BoxGutterColour = area_to_match.GUTTERS_AND_DOWNPIPES.BoxGutterColour;\r\n new_area_data.GUTTERS_AND_DOWNPIPES.BoxGutterColourMatchBeam =\r\n area_to_match.GUTTERS_AND_DOWNPIPES.BoxGutterColourMatchBeam;\r\n new_area_data.GUTTERS_AND_DOWNPIPES.DownpipeCol = area_to_match.GUTTERS_AND_DOWNPIPES.DownpipeCol;\r\n new_area_data.GUTTERS_AND_DOWNPIPES.DownpipeColourSelectionMade =\r\n area_to_match.GUTTERS_AND_DOWNPIPES.DownpipeColourSelectionMade;\r\n\r\n // if (area_to_match.SHAPE.DesignType === \"Flat Roof\") {\r\n // new_area_data.SHAPE.RoofPitch = area_to_match.SHAPE.RoofPitch;\r\n // new_area_data.ROOF_SHEETING.RoofType = area_to_match.ROOF_SHEETING.RoofType;\r\n // new_area_data.ROOF_SHEETING.RoofGroupType = area_to_match.ROOF_SHEETING.RoofGroupType;\r\n // new_area_data.ROOF_SHEETING.RoofSubType = area_to_match.ROOF_SHEETING.RoofSubType;\r\n // new_area_data.ROOF_SHEETING.RoofSpan = area_to_match.ROOF_SHEETING.RoofSpan;\r\n // new_area_data.ROOF_SHEETING.RoofSheetData = area_to_match.ROOF_SHEETING.RoofSheetData;\r\n // new_area_data.ROOF_SHEETING.ReverseRoll = area_to_match.ROOF_SHEETING.ReverseRoll;\r\n // new_area_data.ROOF_SHEETING.SkylightType = area_to_match.ROOF_SHEETING.SkylightType;\r\n // new_area_data.ROOF_SHEETING.SkylightSubType = area_to_match.ROOF_SHEETING.SkylightSubType;\r\n // new_area_data.GUTTERS_AND_DOWNPIPES.DownpipeType = area_to_match.GUTTERS_AND_DOWNPIPES.DownpipeType;\r\n // new_area_data.GUTTERS_AND_DOWNPIPES.GutterType = area_to_match.GUTTERS_AND_DOWNPIPES.GutterType;\r\n // }\r\n\r\n return new_area_data;\r\n};\r\n\r\nconst MatchUpShape = ({ new_area_data, area_to_match }, roofType) => {\r\n const { SHAPE } = area_to_match;\r\n const { CUTOUTS, AREAJOIN, ...rest } = SHAPE; // Exclude Cutouts and Areajoin parameters\r\n\r\n new_area_data.SHAPE = { ...new_area_data.SHAPE, ...rest };\r\n\r\n if (!roofType) new_area_data.SHAPE.DesignType = \"Flat Roof\"; // Set to default - flat\r\n\r\n // If adding area from gable to flat set roofpitch to minimum\r\n if (SHAPE.DesignType !== new_area_data.SHAPE.DesignType)\r\n new_area_data.SHAPE.RoofPitch = new_area_data?.ROOF_SHEETING?.RoofSheetData?.min_pitch;\r\n\r\n return new_area_data;\r\n};\r\n\r\nconst MatchUpSpec = ({ new_area_data, area_to_match, area_spec }) => {\r\n const matchedArea = area_to_match[area_spec];\r\n new_area_data[area_spec] = { ...matchedArea };\r\n return new_area_data;\r\n};\r\n\r\nconst MatchUpRoofsheet = ({ new_area_data, area_to_match }) => {\r\n return MatchUpSpec({ new_area_data, area_to_match, area_spec: \"ROOF_SHEETING\" });\r\n};\r\n\r\nconst MatchUpAttachments = ({ new_area_data, area_to_match }) => {\r\n return MatchUpSpec({ new_area_data, area_to_match, area_spec: \"ATTACHMENTS\" });\r\n};\r\n\r\nconst MatchUpBeamPost = ({ new_area_data, area_to_match }) => {\r\n return MatchUpSpec({ new_area_data, area_to_match, area_spec: \"BEAMS_AND_POSTS\" });\r\n};\r\n\r\nconst MatchUpGutterDownpipe = ({ new_area_data, area_to_match }) => {\r\n return MatchUpSpec({ new_area_data, area_to_match, area_spec: \"GUTTERS_AND_DOWNPIPES\" });\r\n};\r\n\r\nexport const addNewArea =\r\n (add_to_start = false, areaSettings) =>\r\n (dispatch, getState) => {\r\n const config = getState().config;\r\n const AreaSpecifications = [...getState().job.AreaSpecifications];\r\n\r\n let new_area_data = { ...Schemas.basic_specs_initialState };\r\n\r\n const InheritAreaIndex = add_to_start ? 0 : AreaSpecifications.length > 0 ? AreaSpecifications.length - 1 : 0;\r\n\r\n if (config?.design_options?.[\"Gable Hip Roof\"]?.allow_roll_top_ridge)\r\n new_area_data[BASIC_SPECS_SECTIONS.ROOF_SHEETING].RollTopRidge = true;\r\n\r\n const areaData = { new_area_data, area_to_match: AreaSpecifications[InheritAreaIndex] };\r\n\r\n console.log(areaSettings);\r\n\r\n new_area_data = MatchUpColourSelections(areaData);\r\n if (areaSettings?.areaShape !== false) new_area_data = MatchUpShape(areaData, areaSettings?.roofType);\r\n if (areaSettings?.areaRoofsheet !== false) new_area_data = MatchUpRoofsheet(areaData);\r\n if (areaSettings?.areaAttachments !== false) new_area_data = MatchUpAttachments(areaData);\r\n if (areaSettings?.areaBeamPost !== false) new_area_data = MatchUpBeamPost(areaData);\r\n if (areaSettings?.areaGutterDownpipe !== false) new_area_data = MatchUpGutterDownpipe(areaData);\r\n\r\n dispatch({\r\n type: add_to_start ? ADD_NEW_AREA_TO_START : ADD_NEW_AREA,\r\n value: new_area_data,\r\n config: getState().config,\r\n });\r\n };\r\n\r\nexport const deleteArea = (areaIndex) => (dispatch, getState) => {\r\n dispatch({\r\n type: DELETE_AREA,\r\n areaIndex: areaIndex,\r\n value: { ...Schemas.basic_specs_initialState },\r\n config: getState().config,\r\n });\r\n};\r\n\r\n// export const updateCustomer = (parameter, value) => dispatch => {\r\n// let subsection = null;\r\n// if (parameter.includes(\".\")) {\r\n// let parameter_split = parameter.split(\".\");\r\n// subsection = parameter_split[0];\r\n// parameter = parameter_split[1];\r\n// }\r\n// console.log(UPDATE_CUSTOMER, parameter, value, subsection);\r\n// dispatch({\r\n// type: UPDATE_CUSTOMER,\r\n// parameter: parameter,\r\n// subsection: subsection,\r\n// value: value\r\n// });\r\n// }\r\n\r\nexport const updateDistributor = (value, validate = false) => {\r\n return updateJobState(UPDATE_DISTRIBUTOR, null, value, validate);\r\n};\r\nexport const updateJobUser = (value, validate = false) => {\r\n return updateJobState(\"User\", null, value, validate);\r\n};\r\nexport const updateCustomer = (parameter, value, validate = false) => {\r\n return updateJobState(UPDATE_CUSTOMER, parameter, value, validate);\r\n};\r\nexport const updateSiteParameters = (parameter, value, validate = false) => {\r\n return updateJobState(UPDATE_SITE_PARAMETERS, parameter, value, validate);\r\n};\r\n\r\n// export const updateValidateSiteParameters = (subsection, parameter, value) => {\r\n// let new_job = COMMON.deepCopy(getState().job);\r\n// const config = getState().config;\r\n// //forced compliance/ mass settings, updates\r\n// new_job = JOBSTATE_VALIDATION.validateFullJob(config, new_job);\r\n\r\n// dispatch({\r\n// type: NEW_JOB,\r\n// index: areaIndex,\r\n// section: null,\r\n// subsection: null,\r\n// parameter: new_job,\r\n// value: null,\r\n// error: null\r\n// });\r\n// // return updateJobState(UPDATE_SITE_PARAMETERS, parameter, value, validate);\r\n// }\r\n\r\nexport const updateQuoteParameters = (parameter, value, validate = false) => {\r\n return updateJobState(UPDATE_QUOTE_PARAMETERS, parameter, value, validate);\r\n};\r\n\r\nexport const updateDesignParameters = (parameter, value, validate = false) => {\r\n return updateJobState(UPDATE_DESIGN_PARAMETERS, parameter, value, validate);\r\n};\r\n\r\nexport const updateBOMOrderData =\r\n (order_data, system_data = null) =>\r\n (dispatch, getState) => {\r\n console.log(\"updateBOMOrderData!\", order_data);\r\n let new_bom_data = { ...getState().job.QuoteParameters.BOM };\r\n if (order_data !== null) new_bom_data.OrderList = order_data;\r\n if (system_data !== null) new_bom_data.SystemList = system_data;\r\n // return dispatch(updateQuoteParameters(\"BOM\", new_bom_data));\r\n return dispatch(updateJobState(UPDATE_QUOTE_PARAMETERS, \"BOM\", new_bom_data, false));\r\n };\r\n\r\nexport const updateBOMFreightPOA = (price) => (dispatch, getState) => {\r\n let new_bom_data = { ...getState().job.QuoteParameters.BOM };\r\n new_bom_data.FreightPOA = price;\r\n return dispatch(updateJobState(UPDATE_QUOTE_PARAMETERS, \"BOM\", new_bom_data, false));\r\n};\r\n\r\nconst toBase64 = (file) =>\r\n new Promise((resolve, reject) => {\r\n const reader = new FileReader();\r\n reader.readAsDataURL(file);\r\n reader.onload = () => resolve(reader.result);\r\n reader.onerror = (error) => reject(error);\r\n });\r\n\r\nexport const updateGLB =\r\n ({ glb }) =>\r\n (dispatch, getState) => {\r\n console.log(\"updateGLB\");\r\n let job = getState()?.job;\r\n if (!job) return;\r\n // console.log(getBase64(glb.glTFFiles[\"model.glb\"]));\r\n\r\n toBase64(glb.glTFFiles[\"model.glb\"]).then((e) => {\r\n let api_url = API_BASE() + \"obj/\" + job.id + \"/\";\r\n\r\n console.log(e.split(\"base64,\")[1]);\r\n\r\n return fetchTimeout(\r\n api_url,\r\n {\r\n headers: {\r\n \"Content-Type\": \"application/json\",\r\n },\r\n body: JSON.stringify({\r\n job,\r\n glb: e.split(\"base64,\")[1],\r\n }),\r\n },\r\n 60000\r\n )\r\n .then((response) => response.json())\r\n .then((json) => {\r\n console.log(json);\r\n dispatch(updateJobState(UPDATE_3D_GLB, \"\", glb, false));\r\n });\r\n });\r\n };\r\n\r\nexport const updateBOMData =\r\n (job_data, fast = true, callback) =>\r\n async (dispatch, getState) => {\r\n let api_url = API_BASE() + \"bom/\" + job_data.id + \"/\";\r\n let config = getState().config;\r\n let pricefile = getState().app?.pricefile;\r\n let job_ini = convertJobStateToIni(job_data, getState().app, \"\", getState().config);\r\n let request_id = Date.now();\r\n let job_shape_details = {};\r\n let offering_bom_schema = {};\r\n const designTemplateName = job_data?.AreaSpecifications[0]?.SHAPE?.DesignTemplateName;\r\n\r\n window.loadingBOM_id = request_id;\r\n offering_bom_schema.overall = config?.bom_items_for_each_job;\r\n\r\n for (let this_area_data of job_data.AreaSpecifications) {\r\n if (designTemplateName) {\r\n offering_bom_schema[this_area_data.AreaIndex] =\r\n config?.design_options?.[job_data.DesignSummary]?.design_templates?.[\r\n designTemplateName\r\n ]?.bom_items.add;\r\n } else {\r\n const designType = this_area_data.SHAPE.DesignType;\r\n const design_option = config?.design_options?.[designType];\r\n offering_bom_schema[this_area_data.AreaIndex] = design_option?.bom_items;\r\n }\r\n\r\n // Only required if its a gable structure for sheet modification (sheet laying rules for GS1)\r\n let isGable = this_area_data.SHAPE.RoofType1 === \"Gable\" ? true : false;\r\n job_shape_details[this_area_data.AreaIndex] = { isGable, SKYLIGHTS: this_area_data.SKYLIGHTS };\r\n }\r\n\r\n // Add Packing fee to BOM for Lysaght\r\n if (window.LYSAGHT && !offering_bom_schema.overall.some((item) => item.Code === \"CONSOLHI\")) {\r\n offering_bom_schema.overall.push({ Code: \"CONSOLHI\", Modifiable: false });\r\n }\r\n\r\n let append_items = appendBOMItems(job_data, pricefile);\r\n\r\n let timeout = 20000;\r\n if (job_data?.DesignParameters) {\r\n timeout =\r\n 8000 +\r\n job_data.DesignParameters.NumFlat * 3000 +\r\n job_data.DesignParameters.NumGable * 4000 +\r\n job_data.DesignParameters.NumDeck * 3000;\r\n }\r\n\r\n try {\r\n const response = await fetchTimeout(\r\n api_url,\r\n {\r\n headers: {\r\n \"Content-Type\": \"application/json\",\r\n },\r\n body: JSON.stringify({\r\n job: job_ini,\r\n fast: fast,\r\n order_list: fast ? {} : get(job_data, \"QuoteParameters.BOM.OrderList\", {}),\r\n request_id: request_id,\r\n job_id: job_data.id,\r\n job_shape_details,\r\n site_poa: job_data?.App?.temp_POA\r\n ? job_data?.App?.temp_POA\r\n : job_data?.Distributor?.Offer?.Regions?.[0],\r\n offering_bom_schema: offering_bom_schema,\r\n append_items: append_items,\r\n }),\r\n retry: true,\r\n retry_timeout: timeout * 1.5,\r\n request_id: request_id,\r\n },\r\n timeout\r\n );\r\n\r\n const json = await response.json();\r\n\r\n if (json.request_id !== window.loadingBOM_id) return;\r\n\r\n if (json.Error) {\r\n throw new Error(json.Error);\r\n } else if (json.bom_system) {\r\n let new_bom_data = { ...getState().job.QuoteParameters.BOM };\r\n let hashcode = GetShapeUpdateString() + GetColourUpdateString() + GetBOMUpdateString();\r\n\r\n window.job = { ...job_data };\r\n\r\n new_bom_data.SystemList = json.bom_system?.system_items;\r\n new_bom_data.bomHashCode = hashcode;\r\n\r\n if (json.quote_data) {\r\n new_bom_data.QuoteData = json.quote_data;\r\n }\r\n\r\n if (json?.bom_system?.quote_data) {\r\n new_bom_data.QuoteData = json.bom_system.quote_data;\r\n }\r\n\r\n dispatch(updateQuoteParameters(\"BOM\", new_bom_data));\r\n }\r\n\r\n // No errors thrown so execute callback if one has been provided\r\n if (callback) callback();\r\n } catch (e) {\r\n let message = \"Error loading layout from QikQuote server.\";\r\n if (e.message === \"failed to fetch\") message = \"Error loading ... QikQuote server is not accessible.\";\r\n dispatch({\r\n type: SHOW_DESIGNER_MESSAGE,\r\n message: \"Error: \" + message,\r\n });\r\n\r\n let new_bom_data = {};\r\n if (getState().job?.QuoteParameters?.BOM) new_bom_data = { ...getState().job?.QuoteParameters?.BOM };\r\n new_bom_data.error = message;\r\n dispatch(updateQuoteParameters(\"BOM\", new_bom_data));\r\n }\r\n };\r\n\r\nexport const appendBOMItems = (job, pricefile) => {\r\n let new_items = [];\r\n if (window.LYSAGHT && !job.DesignParameters.USE_ATTACHMENTS_2) {\r\n if (window?.drawing_svg_meta?.attachments) {\r\n for (let attachment of window?.drawing_svg_meta?.attachments) {\r\n let attachment_length = attachment.length;\r\n let attachment_type = job?.SiteParameters?.[SITE_PARAMETER_SECTIONS.ExistingStructure]?.AttachmentType;\r\n let sub_attachment_type = \"\";\r\n\r\n let area = attachment?.area ? attachment?.area : 0;\r\n\r\n const areaDataPartialAttachments = job.AreaSpecifications?.[area]?.ATTACHMENTS?.PARTIAL_ATTACHMENTS;\r\n if (areaDataPartialAttachments) {\r\n let data_paat = getItemFromArray(areaDataPartialAttachments, \"Ref\", attachment.ref2);\r\n if (data_paat) {\r\n attachment_length = data_paat?.Length;\r\n }\r\n }\r\n\r\n const areaDataAttachmentModifications =\r\n job.AreaSpecifications?.[area]?.ATTACHMENTS?.AttachmentModifications;\r\n if (areaDataAttachmentModifications) {\r\n let data_mods = getItemFromArray(areaDataAttachmentModifications, \"Ref\", attachment.ref2);\r\n if (data_mods?.AttachmentType) {\r\n attachment_type = data_mods?.AttachmentType;\r\n }\r\n if (data_mods?.AttachmentSubType) {\r\n sub_attachment_type = data_mods?.AttachmentSubType;\r\n }\r\n }\r\n\r\n if (attachment_type === \"Wall\") {\r\n if (sub_attachment_type === \"Timber Wall\") {\r\n new_items.push(\r\n getItem(\r\n pricefile,\r\n \"CS7510G\",\r\n toNumber(area) + 1,\r\n attachment_length / 600 + 1,\r\n \"\",\r\n \"\",\r\n \"Wall Attachment Fix\"\r\n )\r\n ); // coach screw\r\n } else if (sub_attachment_type === \"Timber Wall On Beam\") {\r\n new_items.push(\r\n getItem(\r\n pricefile,\r\n \"CS7510G\",\r\n toNumber(area) + 1,\r\n attachment_length / 600 + 1,\r\n \"\",\r\n \"\",\r\n \"Wall Attachment Fix\"\r\n )\r\n ); // coach screw\r\n\r\n let beam_type = job.AreaSpecifications[area][BASIC_SPECS_SECTIONS.BEAMS_AND_POSTS].BeamType2;\r\n let beam_col = job.AreaSpecifications[area][BASIC_SPECS_SECTIONS.BEAMS_AND_POSTS].BeamCol2;\r\n\r\n let beam_code = \"BS100\";\r\n if (beam_type === \"FL15015\") beam_code = \"BS150\";\r\n if (beam_type === \"FL20015\") beam_code = \"BS200\";\r\n\r\n new_items.push(\r\n getItem(\r\n pricefile,\r\n beam_code,\r\n toNumber(area) + 1,\r\n 1,\r\n attachment_length + 200,\r\n beam_col,\r\n \"Timber Wall Attachment Beam\"\r\n )\r\n ); // beam\r\n\r\n let endcap = \"FLUB100\";\r\n if (beam_type === \"FL15015\") endcap = \"FLUB150\";\r\n if (beam_type === \"FL20015\") endcap = \"FLUB200\";\r\n\r\n new_items.push(getItem(pricefile, endcap, toNumber(area) + 1, 2, \"\", beam_col)); // beam end cap\r\n } else if (sub_attachment_type === \"Masonry Wall\") {\r\n new_items.push(\r\n getItem(\r\n pricefile,\r\n \"SA7510G\",\r\n toNumber(area) + 1,\r\n attachment_length / 600 + 1,\r\n \"\",\r\n \"\",\r\n \"Wall Masonry Fix\"\r\n )\r\n ); // masonary screw\r\n } else if (sub_attachment_type === \"Masonry Wall On Beam\") {\r\n new_items.push(\r\n getItem(\r\n pricefile,\r\n \"SA7510G\",\r\n toNumber(area) + 1,\r\n attachment_length / 600 + 1,\r\n \"\",\r\n \"\",\r\n \"Wall Masonry Fix\"\r\n )\r\n ); // masonary screw\r\n\r\n let beam_type = job.AreaSpecifications[area][BASIC_SPECS_SECTIONS.BEAMS_AND_POSTS].BeamType2;\r\n let beam_col = job.AreaSpecifications[area][BASIC_SPECS_SECTIONS.BEAMS_AND_POSTS].BeamCol2;\r\n\r\n let beam_code = \"BS100\";\r\n if (beam_type === \"FL15015\") beam_code = \"BS150\";\r\n if (beam_type === \"FL20015\") beam_code = \"BS200\";\r\n\r\n new_items.push(\r\n getItem(\r\n pricefile,\r\n beam_code,\r\n toNumber(area) + 1,\r\n 1,\r\n attachment_length + 200,\r\n beam_col,\r\n \"Masonry Wall Attachment Beam\"\r\n )\r\n ); // beam\r\n\r\n let endcap = \"FLUB100\";\r\n if (beam_type === \"FL15015\") endcap = \"FLUB150\";\r\n if (beam_type === \"FL20015\") endcap = \"FLUB200\";\r\n new_items.push(getItem(pricefile, endcap, toNumber(area) + 1, 2, \"\", beam_col)); // beam end cap\r\n }\r\n }\r\n }\r\n }\r\n\r\n if (window?.drawing_svg_meta?.area_data) {\r\n let frame = job?.SiteParameters?.[SITE_PARAMETER_SECTIONS.ExistingStructure]?.FrameType;\r\n\r\n for (let area_num in window?.drawing_svg_meta?.area_data) {\r\n let data = window?.drawing_svg_meta?.area_data[area_num];\r\n if (data?.num_beam_to_wall_attachments) {\r\n if (frame.includes(\"Brick\") || frame.includes(\"Masonry\")) {\r\n new_items.push(\r\n getItem(\r\n pricefile,\r\n \"SA7510G\",\r\n toNumber(area_num) + 1,\r\n 2 * data?.num_beam_to_wall_attachments,\r\n \"\",\r\n \"\",\r\n \"Bracket to Masonry Fix\"\r\n )\r\n ); // two dynabolts\r\n } else {\r\n new_items.push(\r\n getItem(\r\n pricefile,\r\n \"CS7510G\",\r\n toNumber(area_num) + 1,\r\n 2 * data?.num_beam_to_wall_attachments,\r\n \"\",\r\n \"\",\r\n \"Bracket to Wall Fix\"\r\n )\r\n ); // two coach screws\r\n }\r\n }\r\n }\r\n }\r\n }\r\n\r\n for (let this_area_data of job.AreaSpecifications) {\r\n if (this_area_data.ROOF_SHEETING?.DownlightData) {\r\n if (\r\n this_area_data.ROOF_SHEETING?.DownlightData?.DownlightSelection &&\r\n this_area_data.ROOF_SHEETING?.DownlightData?.DownlightSelection !== \"None\"\r\n )\r\n new_items.push(\r\n getItem(\r\n pricefile,\r\n this_area_data.ROOF_SHEETING?.DownlightData?.DownlightSelection,\r\n this_area_data.AreaIndex + 1,\r\n this_area_data.ROOF_SHEETING?.DownlightData?.Amount,\r\n \"\",\r\n this_area_data.ROOF_SHEETING?.DownlightData?.DownlightColour\r\n )\r\n );\r\n }\r\n if (\r\n this_area_data.ROOF_SHEETING?.FanBracketSelection &&\r\n toNumber(this_area_data.ROOF_SHEETING?.FanBrackets) > 0\r\n ) {\r\n new_items.push(\r\n getItem(\r\n pricefile,\r\n this_area_data.ROOF_SHEETING?.FanBracketSelection,\r\n this_area_data.AreaIndex + 1,\r\n this_area_data.ROOF_SHEETING?.FanBrackets,\r\n \"\",\r\n \"\"\r\n )\r\n );\r\n }\r\n }\r\n\r\n // if (new_items.length > 0) system_items.items = system_items.items.concat(new_items);\r\n // console.log(\"appendBOMItems\", new_items);\r\n return new_items;\r\n};\r\n\r\n// Get Index of item using description matching\r\nconst getIndexFromDesc = (desc, pricefile) => {\r\n let obj = pricefile.data.find((o) => o.ProductDescription === desc);\r\n\r\n if (obj) return obj.ProductIndex;\r\n else return \"\";\r\n};\r\n\r\nconst getItem = (pricefile, index, area, qty = \"1\", length = \"\", colour = \"\", use = null) => {\r\n let obj;\r\n if (pricefile) obj = pricefile.data.find((o) => o.ProductIndex === index);\r\n\r\n if (!obj && !obj?.GroupingName) {\r\n console.log(\"Item not found in product list to add via appendBOMItems\");\r\n index = \"MSJ-\" + index;\r\n }\r\n\r\n return {\r\n Add: true,\r\n Category: obj?.GroupingName ? obj.GroupingName.toUpperCase() : \"\",\r\n Code: index,\r\n Desc:\r\n (obj?.ProductDescription ? obj.ProductDescription : \"****** Product Not Found:\") + \"
\r\n
\r\n You may change then to 'Parallel' and try again.\r\n ,\r\n ],\r\n };\r\n }\r\n }\r\n if (\r\n next_area_data &&\r\n (new_area_data.SHAPE.AREAJOIN.JoinType === \"Hip\" || new_area_data.SHAPE.AREAJOIN.JoinType === \"Gable\")\r\n ) {\r\n if (new_area_data.SHAPE.DesignSubType === \"Projection\" || next_area_data.SHAPE.DesignSubType === \"Projection\") {\r\n return {\r\n error: true,\r\n title: \"Portal Hip/Gable Junction\",\r\n message: [\r\n <>\r\n Portal Hip/Gable Junctions cannot be used when a Gable is in 'Projection' orientation.\r\n
\r\n
\r\n You may change then to 'Parallel' and try again.\r\n ,\r\n ],\r\n };\r\n }\r\n }\r\n\r\n if (next_area_data && new_area_data.SHAPE.AREAJOIN.JoinType === \"Hip\") {\r\n if (new_area_data.SHAPE.Height !== next_area_data.SHAPE.Height) {\r\n return {\r\n error: true,\r\n title: \"Portal Hip Junction\",\r\n message: [\r\n <>\r\n Portal Hip Junction must have matching Height, Width and Roof Pitch in both areas.\r\n
\r\n
\r\n Try 'Gable Junction' if Height, Width or Roof Pitch must be different\r\n ,\r\n ],\r\n };\r\n }\r\n }\r\n if (last_area_data && last_area_data.SHAPE.AREAJOIN.JoinType === \"Hip\") {\r\n if (last_area_data.SHAPE.Height !== new_area_data.SHAPE.Height) {\r\n return {\r\n error: true,\r\n title: \"Portal Hip Junction\",\r\n message: [\r\n <>\r\n Portal Hip Junction must have matching Height, Width and Roof Pitch in both areas.\r\n
\r\n
\r\n Try 'Gable Junction' if Height, Width or Roof Pitch must be different\r\n ,\r\n ],\r\n };\r\n }\r\n }\r\n\r\n if (next_area_data && new_area_data.SHAPE.AREAJOIN.JoinType === \"Gable\") {\r\n let gable_height = (new_area_data.SHAPE.Depth / 2) * Math.tan((new_area_data.SHAPE.RoofPitch * Math.PI) / 180);\r\n let gable_height_next =\r\n (next_area_data.SHAPE.Depth / 2) * Math.tan((new_area_data.SHAPE.RoofPitch * Math.PI) / 180);\r\n\r\n let diff = Math.abs(gable_height - gable_height_next);\r\n\r\n if (diff < 120) {\r\n return {\r\n error: true,\r\n title: \"Gable Junction\",\r\n message: [\r\n <>\r\n Gable Junction cannot have ridge heights at the similar height - one must be below the other by\r\n a minimum of 120mm (calculated=~{Math.trunc(diff)}mm).
\r\n
\r\n Try reducing the Width of one of the areas and try again.\r\n
\r\n
\r\n If Height, Width and Roof Pitch are the same, try a 'Hip Junction'.\r\n ,\r\n ],\r\n };\r\n }\r\n }\r\n if (last_area_data && last_area_data.SHAPE.AREAJOIN.JoinType === \"Gable\") {\r\n let gable_height =\r\n (last_area_data.SHAPE.Depth / 2) * Math.tan((last_area_data.SHAPE.RoofPitch * Math.PI) / 180);\r\n let gable_height_next =\r\n (new_area_data.SHAPE.Depth / 2) * Math.tan((new_area_data.SHAPE.RoofPitch * Math.PI) / 180);\r\n\r\n let diff = Math.abs(gable_height - gable_height_next);\r\n\r\n if (diff < 120) {\r\n return {\r\n error: true,\r\n title: \"Gable Junction\",\r\n message: [\r\n <>\r\n Gable Junction cannot have ridge heights at the similar height - one must be below the other by\r\n a minimum of 120mm (calculated=~{Math.trunc(diff)}mm).
\r\n
\r\n Try reducing the Width of one of the areas and try again.\r\n
\r\n
\r\n If Height, Width and Roof Pitch are the same, try a 'Hip Junction'.\r\n ,\r\n ],\r\n };\r\n }\r\n }\r\n if (\r\n last_area_data &&\r\n last_area_data.SHAPE.DesignType === CONFIG.DESIGN_TYPES.PITCHED &&\r\n new_area_data.SHAPE.DesignType === CONFIG.DESIGN_TYPES.PITCHED\r\n ) {\r\n return {\r\n error: true,\r\n title: \"Pitched Design\",\r\n message: [\r\n <>\r\n Cannot have two 'Pitched' structures adjacent to each other. Pitched structures must have a 'Flat'\r\n design adjacent to it.\r\n ,\r\n ],\r\n };\r\n }\r\n if (\r\n next_area_data &&\r\n next_area_data.SHAPE.DesignType === CONFIG.DESIGN_TYPES.PITCHED &&\r\n new_area_data.SHAPE.DesignType === CONFIG.DESIGN_TYPES.PITCHED\r\n ) {\r\n return {\r\n error: true,\r\n title: \"Pitched Design\",\r\n message: [\r\n <>\r\n Cannot have two 'Pitched' structures adjacent to each other. Pitched structures must have a 'Flat'\r\n design adjacent to it.\r\n ,\r\n ],\r\n };\r\n }\r\n\r\n // mass settings based on NEW variable parameter\r\n if (parameter === \"JoinType\") {\r\n if (CONFIG.JOIN_TYPES[value]) {\r\n const join_data = CONFIG.JOIN_TYPES[value];\r\n new_area_data[BASIC_SPECS_SECTIONS.SHAPE].AREAJOIN.JoinOffset = join_data.default_offset;\r\n new_area_data[BASIC_SPECS_SECTIONS.SHAPE].AREAJOIN.JoinAngle = join_data.default_angle;\r\n }\r\n }\r\n if (parameter === \"DesignType\") {\r\n new_area_data[BASIC_SPECS_SECTIONS.SHAPE][parameter] = value;\r\n let design_option = config?.design_options?.[new_area_data[BASIC_SPECS_SECTIONS.SHAPE]?.DesignType];\r\n\r\n console.log(\"design_option\", design_option);\r\n\r\n //reset design based paramters\r\n // if (design_option?.length_range?.default) {\r\n // new_area_data[BASIC_SPECS_SECTIONS.SHAPE].Length = toNumber(COMMON.replaceVariables(new_area_data, design_option?.length_range)?.default);\r\n // }\r\n // if (design_option?.depth_range?.default) {\r\n // new_area_data[BASIC_SPECS_SECTIONS.SHAPE].Depth = toNumber(COMMON.replaceVariables(new_area_data, design_option?.depth_range)?.default);\r\n // }\r\n\r\n new_area_data[BASIC_SPECS_SECTIONS.ROOF_SHEETING].RoofGroupType = design_option.roofsheet_default.grouptype;\r\n new_area_data[BASIC_SPECS_SECTIONS.ROOF_SHEETING].RoofSubType = design_option.roofsheet_default.subtype;\r\n new_area_data[BASIC_SPECS_SECTIONS.ROOF_SHEETING] = JOBSTATE_VALIDATION.validateRoofSheetData(\r\n config,\r\n new_job,\r\n areaIndex\r\n );\r\n\r\n if (design_option?.pitch_range?.default) {\r\n new_area_data[BASIC_SPECS_SECTIONS.SHAPE].RoofPitch = toNumber(\r\n COMMON.replaceVariables(new_area_data, design_option?.pitch_range)?.default\r\n );\r\n }\r\n\r\n if (new_area_data[BASIC_SPECS_SECTIONS.SHAPE]?.DesignType === \"Gable Hip Roof\") {\r\n new_area_data[BASIC_SPECS_SECTIONS.SHAPE].DesignSubType = \"Parallel\";\r\n new_area_data[BASIC_SPECS_SECTIONS.SHAPE].RotateArea = 0;\r\n\r\n let new_area_GUTTERS_AND_DOWNPIPES = new_area_data[BASIC_SPECS_SECTIONS.GUTTERS_AND_DOWNPIPES];\r\n new_area_GUTTERS_AND_DOWNPIPES.GutterB = 1;\r\n new_area_GUTTERS_AND_DOWNPIPES.GutterF = 1;\r\n new_area_GUTTERS_AND_DOWNPIPES.GutterL = 0;\r\n new_area_GUTTERS_AND_DOWNPIPES.GutterR = 0;\r\n\r\n if (old_area_data[BASIC_SPECS_SECTIONS.SHAPE]?.DesignType !== \"Gable Hip Roof\") {\r\n new_area_data[BASIC_SPECS_SECTIONS.SHAPE].OH_Back = 0;\r\n new_area_data[BASIC_SPECS_SECTIONS.SHAPE].OH_Front = 0;\r\n new_area_data[BASIC_SPECS_SECTIONS.SHAPE].OH_Left = 0;\r\n new_area_data[BASIC_SPECS_SECTIONS.SHAPE].OH_Right = 0;\r\n new_area_data[BASIC_SPECS_SECTIONS.SHAPE].OH_Back_Sheet = 0;\r\n new_area_data[BASIC_SPECS_SECTIONS.SHAPE].OH_Front_Sheet = 0;\r\n new_area_data[BASIC_SPECS_SECTIONS.SHAPE].OH_Left_Sheet = 0;\r\n new_area_data[BASIC_SPECS_SECTIONS.SHAPE].OH_Right_Sheet = 0;\r\n }\r\n } else if (new_area_data[BASIC_SPECS_SECTIONS.SHAPE]?.DesignType === \"Flat Roof\") {\r\n let new_area_GUTTERS_AND_DOWNPIPES = new_area_data[BASIC_SPECS_SECTIONS.GUTTERS_AND_DOWNPIPES];\r\n let new_area_ATTACHMENTS = new_area_data[BASIC_SPECS_SECTIONS.ATTACHMENTS];\r\n new_area_GUTTERS_AND_DOWNPIPES.GutterB = 0;\r\n new_area_GUTTERS_AND_DOWNPIPES.GutterF = 1 - new_area_ATTACHMENTS.AttachmentBottom;\r\n\r\n if (old_area_data[BASIC_SPECS_SECTIONS.SHAPE]?.DesignType !== \"Flat Roof\") {\r\n new_area_data[BASIC_SPECS_SECTIONS.SHAPE].OH_Back = 0;\r\n new_area_data[BASIC_SPECS_SECTIONS.SHAPE].OH_Front = 0;\r\n new_area_data[BASIC_SPECS_SECTIONS.SHAPE].OH_Left = 0;\r\n new_area_data[BASIC_SPECS_SECTIONS.SHAPE].OH_Right = 0;\r\n new_area_data[BASIC_SPECS_SECTIONS.SHAPE].OH_Back_Sheet = 0;\r\n new_area_data[BASIC_SPECS_SECTIONS.SHAPE].OH_Front_Sheet = 0;\r\n new_area_data[BASIC_SPECS_SECTIONS.SHAPE].OH_Left_Sheet = 0;\r\n new_area_data[BASIC_SPECS_SECTIONS.SHAPE].OH_Right_Sheet = 0;\r\n }\r\n }\r\n\r\n let new_area_BEAMS_AND_POSTS = new_area_data[BASIC_SPECS_SECTIONS.BEAMS_AND_POSTS];\r\n if (design_option) {\r\n if (design_option?.beam_1) new_area_BEAMS_AND_POSTS.BeamType1 = design_option.beam_1.section_default;\r\n if (design_option?.beam_2) new_area_BEAMS_AND_POSTS.BeamType2 = design_option.beam_2.section_default;\r\n if (design_option?.beam_3) new_area_BEAMS_AND_POSTS.BeamType3 = design_option.beam_3.section_default;\r\n if (design_option?.beam_4) new_area_BEAMS_AND_POSTS.BeamType4 = design_option.beam_4.section_default;\r\n if (design_option?.post) new_area_BEAMS_AND_POSTS.PostType = design_option.post.section_default;\r\n }\r\n }\r\n if (parameter === \"DesignSubType\") {\r\n if (new_area_data[BASIC_SPECS_SECTIONS.SHAPE].DesignType === \"Gable Hip Roof\") {\r\n if (new_area_data[BASIC_SPECS_SECTIONS.SHAPE].DesignSubType === \"Projection\") {\r\n new_area_data[BASIC_SPECS_SECTIONS.SHAPE].RotateArea = 1;\r\n let new_area_ATTACHMENTS = { ...new_area_data[BASIC_SPECS_SECTIONS.ATTACHMENTS] };\r\n new_area_ATTACHMENTS.AttachmentLeft = new_area_data[BASIC_SPECS_SECTIONS.ATTACHMENTS].AttachmentTop;\r\n new_area_ATTACHMENTS.AttachmentTop = new_area_data[BASIC_SPECS_SECTIONS.ATTACHMENTS].AttachmentRight;\r\n new_area_ATTACHMENTS.AttachmentRight = new_area_data[BASIC_SPECS_SECTIONS.ATTACHMENTS].AttachmentBottom;\r\n new_area_ATTACHMENTS.AttachmentBottom = new_area_data[BASIC_SPECS_SECTIONS.ATTACHMENTS].AttachmentLeft;\r\n\r\n //adjust paats\r\n for (let PAAT of new_area_ATTACHMENTS.PARTIAL_ATTACHMENTS) {\r\n if (PAAT.Ref.includes(\"Back\")) PAAT.Ref = PAAT.Ref.replace(\"Back\", \"Right\");\r\n else if (PAAT.Ref.includes(\"Front\")) PAAT.Ref = PAAT.Ref.replace(\"Front\", \"Left\");\r\n else if (PAAT.Ref.includes(\"Left\")) PAAT.Ref = PAAT.Ref.replace(\"Left\", \"Back\");\r\n else if (PAAT.Ref.includes(\"Right\")) PAAT.Ref = PAAT.Ref.replace(\"Right\", \"Front\");\r\n PAAT.Name = PAAT.Ref;\r\n }\r\n\r\n //adjust mods\r\n for (let mods of new_area_ATTACHMENTS.AttachmentModifications) {\r\n if (mods.Ref.includes(\"Back\")) mods.Ref = mods.Ref.replace(\"Back\", \"Right\");\r\n else if (mods.Ref.includes(\"Front\")) mods.Ref = mods.Ref.replace(\"Front\", \"Left\");\r\n else if (mods.Ref.includes(\"Left\")) mods.Ref = mods.Ref.replace(\"Left\", \"Back\");\r\n else if (mods.Ref.includes(\"Right\")) mods.Ref = mods.Ref.replace(\"Right\", \"Front\");\r\n mods.Name = mods.Ref;\r\n }\r\n\r\n new_area_data[BASIC_SPECS_SECTIONS.ATTACHMENTS] = new_area_ATTACHMENTS;\r\n\r\n let new_area_GUTTERS_AND_DOWNPIPES = new_area_data[BASIC_SPECS_SECTIONS.GUTTERS_AND_DOWNPIPES];\r\n new_area_GUTTERS_AND_DOWNPIPES.GutterB = 1 - new_area_ATTACHMENTS.AttachmentTop;\r\n new_area_GUTTERS_AND_DOWNPIPES.GutterF = 1 - new_area_ATTACHMENTS.AttachmentBottom;\r\n new_area_GUTTERS_AND_DOWNPIPES.GutterL = 0;\r\n new_area_GUTTERS_AND_DOWNPIPES.GutterR = 0;\r\n } else {\r\n new_area_data[BASIC_SPECS_SECTIONS.SHAPE].RotateArea = 0;\r\n let new_area_ATTACHMENTS = { ...new_area_data[BASIC_SPECS_SECTIONS.ATTACHMENTS] };\r\n new_area_ATTACHMENTS.AttachmentLeft = new_area_data[BASIC_SPECS_SECTIONS.ATTACHMENTS].AttachmentBottom;\r\n new_area_ATTACHMENTS.AttachmentRight = new_area_data[BASIC_SPECS_SECTIONS.ATTACHMENTS].AttachmentTop;\r\n new_area_ATTACHMENTS.AttachmentTop = new_area_data[BASIC_SPECS_SECTIONS.ATTACHMENTS].AttachmentLeft;\r\n new_area_ATTACHMENTS.AttachmentBottom = new_area_data[BASIC_SPECS_SECTIONS.ATTACHMENTS].AttachmentRight;\r\n\r\n //adjust paats\r\n for (let PAAT of new_area_ATTACHMENTS.PARTIAL_ATTACHMENTS) {\r\n if (PAAT.Ref.includes(\"Back\")) PAAT.Ref = PAAT.Ref.replace(\"Back\", \"Left\");\r\n else if (PAAT.Ref.includes(\"Front\")) PAAT.Ref = PAAT.Ref.replace(\"Front\", \"Right\");\r\n else if (PAAT.Ref.includes(\"Left\")) PAAT.Ref = PAAT.Ref.replace(\"Left\", \"Front\");\r\n else if (PAAT.Ref.includes(\"Right\")) PAAT.Ref = PAAT.Ref.replace(\"Right\", \"Back\");\r\n PAAT.Name = PAAT.Ref;\r\n }\r\n\r\n //adjust mods\r\n for (let mods of new_area_ATTACHMENTS.AttachmentModifications) {\r\n if (mods.Ref.includes(\"Back\")) mods.Ref = mods.Ref.replace(\"Back\", \"Left\");\r\n else if (mods.Ref.includes(\"Front\")) mods.Ref = mods.Ref.replace(\"Front\", \"Right\");\r\n else if (mods.Ref.includes(\"Left\")) mods.Ref = mods.Ref.replace(\"Left\", \"Front\");\r\n else if (mods.Ref.includes(\"Right\")) mods.Ref = mods.Ref.replace(\"Right\", \"Back\");\r\n mods.Name = mods.Ref;\r\n }\r\n\r\n new_area_data[BASIC_SPECS_SECTIONS.ATTACHMENTS] = new_area_ATTACHMENTS;\r\n\r\n let new_area_GUTTERS_AND_DOWNPIPES = new_area_data[BASIC_SPECS_SECTIONS.GUTTERS_AND_DOWNPIPES];\r\n new_area_GUTTERS_AND_DOWNPIPES.GutterB = 1 - new_area_ATTACHMENTS.AttachmentTop;\r\n new_area_GUTTERS_AND_DOWNPIPES.GutterF = 1 - new_area_ATTACHMENTS.AttachmentBottom;\r\n new_area_GUTTERS_AND_DOWNPIPES.GutterL = 0;\r\n new_area_GUTTERS_AND_DOWNPIPES.GutterR = 0;\r\n }\r\n } else {\r\n let val_split = value.split(\"/\");\r\n new_area_data[BASIC_SPECS_SECTIONS.SHAPE].DesignSubType = val_split[0];\r\n new_area_data[BASIC_SPECS_SECTIONS.SHAPE].SheetDirection = val_split[1];\r\n }\r\n }\r\n if (parameter === \"RoofType1\") {\r\n if (value === \"Hip/45\") {\r\n new_area_data[BASIC_SPECS_SECTIONS.SHAPE][\"RoofType1\"] = \"Hip\";\r\n new_area_data[BASIC_SPECS_SECTIONS.SHAPE][\"HipAngle1\"] = 45;\r\n } else if (value === \"Hip/60\") {\r\n new_area_data[BASIC_SPECS_SECTIONS.SHAPE][\"RoofType1\"] = \"Hip\";\r\n new_area_data[BASIC_SPECS_SECTIONS.SHAPE][\"HipAngle1\"] = 60;\r\n }\r\n if (\r\n old_area_data[BASIC_SPECS_SECTIONS.SHAPE][\"RoofType1\"] !==\r\n new_area_data[BASIC_SPECS_SECTIONS.SHAPE][\"RoofType1\"]\r\n ) {\r\n if (new_area_data[BASIC_SPECS_SECTIONS.SHAPE][\"RoofType1\"] !== \"Gable\")\r\n new_area_data[BASIC_SPECS_SECTIONS.GUTTERS_AND_DOWNPIPES].GutterL = 1;\r\n else new_area_data[BASIC_SPECS_SECTIONS.GUTTERS_AND_DOWNPIPES].GutterL = 0;\r\n }\r\n }\r\n if (parameter === \"RoofType2\") {\r\n if (value === \"Hip/45\") {\r\n new_area_data[BASIC_SPECS_SECTIONS.SHAPE][\"RoofType2\"] = \"Hip\";\r\n new_area_data[BASIC_SPECS_SECTIONS.SHAPE][\"HipAngle2\"] = 45;\r\n } else if (value === \"Hip/60\") {\r\n new_area_data[BASIC_SPECS_SECTIONS.SHAPE][\"RoofType2\"] = \"Hip\";\r\n new_area_data[BASIC_SPECS_SECTIONS.SHAPE][\"HipAngle2\"] = 60;\r\n }\r\n if (\r\n old_area_data[BASIC_SPECS_SECTIONS.SHAPE][\"RoofType2\"] !==\r\n new_area_data[BASIC_SPECS_SECTIONS.SHAPE][\"RoofType2\"]\r\n ) {\r\n if (new_area_data[BASIC_SPECS_SECTIONS.SHAPE][\"RoofType2\"] !== \"Gable\")\r\n new_area_data[BASIC_SPECS_SECTIONS.GUTTERS_AND_DOWNPIPES].GutterR = 1;\r\n else new_area_data[BASIC_SPECS_SECTIONS.GUTTERS_AND_DOWNPIPES].GutterR = 0;\r\n }\r\n }\r\n\r\n let errors = [];\r\n\r\n if (window.LYSAGHT) {\r\n if (\r\n new_area_data.SHAPE.RoofPitch === 15 &&\r\n (new_area_data[BASIC_SPECS_SECTIONS.SHAPE][\"RoofType1\"] !== \"Gable\" ||\r\n new_area_data[BASIC_SPECS_SECTIONS.SHAPE][\"RoofType2\"] !== \"Gable\")\r\n ) {\r\n errors.push({\r\n error: true,\r\n title: \"Gable ends must be Gable for 15 degree roof pitch.\",\r\n message: [<>Gable ends must be Gable for 15 degree roof pitch. Ends have been reset to Gable.],\r\n });\r\n new_area_data[BASIC_SPECS_SECTIONS.SHAPE][\"RoofType1\"] = \"Gable\";\r\n new_area_data[BASIC_SPECS_SECTIONS.SHAPE][\"RoofType2\"] = \"Gable\";\r\n }\r\n }\r\n\r\n // if (\r\n // new_area_data.SHAPE.DesignType === CONFIG.DESIGN_TYPES.FLAT &&\r\n // new_area_data.BEAMS_AND_POSTS.CornerPostsFullHeight === 1\r\n // ) {\r\n // if (new_area_data.SHAPE.OH_Left >= 0 || new_area_data.SHAPE.OH_Right >= 0) {\r\n // errors.push({\r\n // error: true,\r\n // title: \"Corner Post with Overhangs.\",\r\n // message: [\r\n // <>\r\n // Corner Posts cannot be {window.LYSAGHT ? \"'Beam to Side'\" : \"Full Height\"} when there are Beam\r\n // Overhangs. They have been changed to {window.LYSAGHT ? \"'Notched'\" : \"Post Under\"}.\r\n // ,\r\n // ],\r\n // });\r\n\r\n // if (window.LYSAGHT) new_area_data.BEAMS_AND_POSTS.CornerPostsFullHeight = 2;\r\n // else new_area_data.BEAMS_AND_POSTS.CornerPostsFullHeight = 0;\r\n // }\r\n // }\r\n\r\n //forced compliance/ mass settings, updates\r\n new_job = JOBSTATE_VALIDATION.validateFullJob(config, new_job, -1, getState().app);\r\n\r\n dispatch({\r\n type: NEW_JOB,\r\n parameter: new_job,\r\n });\r\n\r\n // warnings\r\n\r\n if (parameter === \"JoinType\" && value === \"Hip\") {\r\n return {\r\n error: true,\r\n title: \"Hip Portal Design\",\r\n message: [\r\n <>\r\n In a Portal Gable Hip Design, The Width and Roof Pitch of the two areas will be automatically\r\n matched.\r\n ,\r\n ],\r\n };\r\n }\r\n\r\n let error = JOBSTATE_VALIDATION.CheckSuggestions(config, new_job, areaIndex, getState().app)(dispatch);\r\n if (error) return error;\r\n if (errors && errors.length > 0) return ConsolidateErrors(errors);\r\n};\r\n\r\nexport const updateAreaSpecificationRoofSheet = (areaIndex, subsection, parameter, value) => (dispatch, getState) => {\r\n let new_job = COMMON.deepCopy(getState().job);\r\n let last_area_data = new_job?.AreaSpecifications?.[areaIndex - 1];\r\n let new_area_data = new_job.AreaSpecifications[areaIndex];\r\n let next_area_data = new_job?.AreaSpecifications?.[areaIndex + 1];\r\n const config = getState().config;\r\n\r\n if (value?.target?.value) value = value?.target?.value;\r\n\r\n // Set default roof span to trafficable if none set\r\n if (\r\n !new_area_data[BASIC_SPECS_SECTIONS.ROOF_SHEETING][\"RoofSpan\"] ||\r\n new_area_data[BASIC_SPECS_SECTIONS.ROOF_SHEETING][\"RoofSpan\"] === \"\"\r\n )\r\n new_area_data[BASIC_SPECS_SECTIONS.ROOF_SHEETING][\"RoofSpan\"] = \"No Foot Traffic\";\r\n\r\n if (parameter === \"RoofGroupType\") {\r\n let roofsheet_types = config.roofsheet_types;\r\n let roofsheetgroup_old = roofsheet_types[new_area_data[BASIC_SPECS_SECTIONS.ROOF_SHEETING].RoofGroupType];\r\n let roofsheetgroup = roofsheet_types[value];\r\n if (roofsheetgroup.min_pitch)\r\n new_area_data[BASIC_SPECS_SECTIONS.SHAPE][\"RoofPitch\"] = toNumber(roofsheetgroup.min_pitch);\r\n\r\n if (\r\n roofsheetgroup_old?.min_front_overhang &&\r\n toNumber(new_area_data[BASIC_SPECS_SECTIONS.SHAPE].OH_Front) ===\r\n toNumber(roofsheetgroup_old?.min_front_overhang)\r\n ) {\r\n new_area_data[BASIC_SPECS_SECTIONS.SHAPE].OH_Front = roofsheetgroup?.min_front_overhang\r\n ? toNumber(roofsheetgroup?.min_front_overhang)\r\n : 0;\r\n }\r\n\r\n if (\r\n roofsheetgroup_old?.min_front_overhang &&\r\n toNumber(new_area_data[BASIC_SPECS_SECTIONS.SHAPE].OH_Back) ===\r\n toNumber(roofsheetgroup_old?.min_front_overhang)\r\n ) {\r\n new_area_data[BASIC_SPECS_SECTIONS.SHAPE].OH_Back = roofsheetgroup?.min_front_overhang\r\n ? toNumber(roofsheetgroup?.min_front_overhang)\r\n : 0;\r\n }\r\n\r\n if (\r\n roofsheetgroup_old?.min_side_overhang &&\r\n toNumber(new_area_data[BASIC_SPECS_SECTIONS.SHAPE].OH_Left) ===\r\n toNumber(roofsheetgroup_old?.min_side_overhang)\r\n ) {\r\n new_area_data[BASIC_SPECS_SECTIONS.SHAPE].OH_Left = roofsheetgroup?.min_side_overhang\r\n ? toNumber(roofsheetgroup?.min_side_overhang)\r\n : 0;\r\n }\r\n\r\n if (\r\n roofsheetgroup_old?.min_side_overhang &&\r\n toNumber(new_area_data[BASIC_SPECS_SECTIONS.SHAPE].OH_Right) ===\r\n toNumber(roofsheetgroup_old?.min_side_overhang)\r\n ) {\r\n new_area_data[BASIC_SPECS_SECTIONS.SHAPE].OH_Right = roofsheetgroup?.min_side_overhang\r\n ? toNumber(roofsheetgroup?.min_side_overhang)\r\n : 0;\r\n }\r\n\r\n console.log(\r\n \"new_area_data[BASIC_SPECS_SECTIONS.SHAPE].OH_Front\",\r\n new_area_data[BASIC_SPECS_SECTIONS.SHAPE].OH_Front\r\n );\r\n\r\n if (value === \"CUSTOM ORB\") {\r\n let design_option = config?.design_options?.[new_area_data.SHAPE.DesignType];\r\n if (design_option?.allow_roll_top_ridge) {\r\n new_area_data[BASIC_SPECS_SECTIONS.ROOF_SHEETING].RollTopRidge = true;\r\n }\r\n }\r\n }\r\n\r\n if (!subsection && !parameter) new_area_data[BASIC_SPECS_SECTIONS.ROOF_SHEETING] = value;\r\n else if (subsection) new_area_data[BASIC_SPECS_SECTIONS.ROOF_SHEETING][subsection][parameter] = value;\r\n else new_area_data[BASIC_SPECS_SECTIONS.ROOF_SHEETING][parameter] = value;\r\n\r\n if (\r\n (parameter === \"SheetLaying\" || parameter === \"SheetLayingOffset\") &&\r\n new_area_data &&\r\n new_area_data.SKYLIGHTS.length > 0\r\n ) {\r\n return {\r\n error: true,\r\n title: \"Skylights will be wiped\",\r\n message: [<>If you change the laying point, skylights will be wiped.],\r\n primaryActionText: \"Change laying point\",\r\n // primaryAction: updateSiteParameterData(SITE_PARAMETER_SECTIONS.ExistingStructure, \"AttachmentType\", \"Beam\"),\r\n primaryAction: () => {\r\n new_area_data.SKYLIGHTS = [];\r\n //forced compliance/ mass settings, updates\r\n new_job = JOBSTATE_VALIDATION.validateFullJob(config, new_job, -1, getState().app);\r\n\r\n dispatch({\r\n type: NEW_JOB,\r\n parameter: new_job,\r\n });\r\n },\r\n secondaryActionText: \"Cancel\",\r\n secondaryAction: null,\r\n };\r\n }\r\n\r\n //forced compliance/ mass settings, updates\r\n new_job = JOBSTATE_VALIDATION.validateFullJob(config, new_job, -1, getState().app);\r\n\r\n dispatch({\r\n type: NEW_JOB,\r\n index: areaIndex,\r\n section: null,\r\n subsection: null,\r\n parameter: new_job,\r\n value: null,\r\n error: null,\r\n });\r\n};\r\n\r\nexport const updateAreaSpecificationBeamPost = (areaIndex, subsection, parameter, value) => (dispatch, getState) => {\r\n let new_job = COMMON.deepCopy(getState().job);\r\n let new_area_data = new_job.AreaSpecifications[areaIndex];\r\n const config = getState().config;\r\n const designType = new_area_data.SHAPE?.DesignType;\r\n const maxLengthRHS = 8000;\r\n\r\n let errors = [];\r\n let oldBeamSelection = \"\";\r\n\r\n if (value?.target?.value) value = value?.target?.value;\r\n\r\n if (!subsection && !parameter) {\r\n new_area_data[BASIC_SPECS_SECTIONS.BEAMS_AND_POSTS] = value;\r\n } else if (subsection) {\r\n new_area_data[BASIC_SPECS_SECTIONS.BEAMS_AND_POSTS][subsection][parameter] = value;\r\n } else {\r\n oldBeamSelection = new_area_data[BASIC_SPECS_SECTIONS.BEAMS_AND_POSTS][parameter];\r\n new_area_data[BASIC_SPECS_SECTIONS.BEAMS_AND_POSTS][parameter] = value;\r\n }\r\n\r\n // Check for RHS inserts longer than max\r\n if (!window.LYSAGHT) {\r\n const resultSet = JOBSTATE_VALIDATION.validateRHSBeamLength(config, new_job, areaIndex, value);\r\n const match = resultSet.has(parameter);\r\n\r\n if (match) {\r\n let beamName = undefined;\r\n\r\n switch (parameter) {\r\n case \"BeamType1\":\r\n beamName = config?.design_options?.[designType].beam_1.Name;\r\n break;\r\n case \"BeamType2\":\r\n beamName = config?.design_options?.[designType].beam_2.Name;\r\n break;\r\n case \"BeamType3\":\r\n beamName = config?.design_options?.[designType].beam_3.Name;\r\n break;\r\n case \"BeamType4\":\r\n beamName = config?.design_options?.[designType].beam_4.Name;\r\n break;\r\n }\r\n\r\n if (beamName) {\r\n errors.push({\r\n error: true,\r\n title: `${beamName} length exceeds RHS insert availability`,\r\n message: [\r\n <>\r\n At least one {beamName} in this design exceeds the {maxLengthRHS}mm limit for RHS inserts.\r\n
\r\n Beams under the RHS limit can be modified individually.\r\n ,\r\n ],\r\n });\r\n\r\n // Beam isn't changing so restore original selection\r\n new_area_data[BASIC_SPECS_SECTIONS.BEAMS_AND_POSTS][parameter] = oldBeamSelection;\r\n }\r\n }\r\n }\r\n\r\n let had_notched_posts = false;\r\n\r\n if (new_job.DesignParameters.DeckMode) {\r\n let is_larger = false;\r\n //cannot have joist smaller than bearer\r\n if (new_area_data[BASIC_SPECS_SECTIONS.BEAMS_AND_POSTS].BeamType1 === \"SB15865\") {\r\n if (new_area_data[BASIC_SPECS_SECTIONS.BEAMS_AND_POSTS].BeamType2 === \"SB20865\") {\r\n is_larger = true;\r\n }\r\n }\r\n if (new_area_data[BASIC_SPECS_SECTIONS.BEAMS_AND_POSTS].BeamType1 === \"SB10865\") {\r\n if (\r\n new_area_data[BASIC_SPECS_SECTIONS.BEAMS_AND_POSTS].BeamType2 === \"SB20865\" ||\r\n new_area_data[BASIC_SPECS_SECTIONS.BEAMS_AND_POSTS].BeamType2 === \"SB15865\"\r\n ) {\r\n is_larger = true;\r\n }\r\n }\r\n if (is_larger) {\r\n errors.push({\r\n error: true,\r\n title: \"Joist larger than Bearer\",\r\n message: [<>Joist cannot be a larger section than Bearer. Joist has been adjusted to match.],\r\n });\r\n }\r\n } else {\r\n let is_portal = false;\r\n if (new_area_data.SHAPE.DesignType === CONFIG.DESIGN_TYPES.GABLE_PORTAL) is_portal = true;\r\n\r\n if (\r\n new_area_data[BASIC_SPECS_SECTIONS.BEAMS_AND_POSTS].CornerPostsFullHeight === 2 ||\r\n new_area_data[BASIC_SPECS_SECTIONS.BEAMS_AND_POSTS].IntermediatePostsFullHeight === 2\r\n ) {\r\n had_notched_posts = true;\r\n if (new_area_data[BASIC_SPECS_SECTIONS.BEAMS_AND_POSTS].PostColMatchBeam === \"Merbau\") {\r\n if (new_area_data[BASIC_SPECS_SECTIONS.BEAMS_AND_POSTS].CornerPostsFullHeight === 2)\r\n new_area_data[BASIC_SPECS_SECTIONS.BEAMS_AND_POSTS].CornerPostsFullHeight = 3;\r\n if (new_area_data[BASIC_SPECS_SECTIONS.BEAMS_AND_POSTS].IntermediatePostsFullHeight === 2)\r\n new_area_data[BASIC_SPECS_SECTIONS.BEAMS_AND_POSTS].IntermediatePostsFullHeight = 3;\r\n errors.push({\r\n error: true,\r\n title: \"Merbau is not available in Notched.\",\r\n message: [\r\n <>Merbau is not available in Notched. Post Postion has been set to \"Post Behind Beam\".,\r\n ],\r\n });\r\n }\r\n }\r\n\r\n if (is_portal) {\r\n if (new_area_data[BASIC_SPECS_SECTIONS.BEAMS_AND_POSTS].BeamType1 === \"FL10011\") {\r\n if (new_area_data[BASIC_SPECS_SECTIONS.BEAMS_AND_POSTS].CollarTie === 0) {\r\n errors.push({\r\n error: true,\r\n title: \"Gables with FL100 Rafters must have Collar Ties\",\r\n message: [<>Gables with FL100 Rafters must have Collar Ties. Collar Ties have been enabled.],\r\n });\r\n new_area_data[BASIC_SPECS_SECTIONS.BEAMS_AND_POSTS].CollarTie = 1;\r\n new_area_data[BASIC_SPECS_SECTIONS.BEAMS_AND_POSTS].CollarTieBeam = \"FL10011\";\r\n }\r\n if (new_area_data[BASIC_SPECS_SECTIONS.BEAMS_AND_POSTS].DoubleIntermediateRafters === 1) {\r\n errors.push({\r\n error: true,\r\n title: \"Gables with FL100 Rafters cannot be doubled\",\r\n message: [<>Gables with FL100 Rafters cannot be doubled. Rafters have been set to single.],\r\n });\r\n new_area_data[BASIC_SPECS_SECTIONS.BEAMS_AND_POSTS].DoubleIntermediateRafters = 0;\r\n }\r\n if (\r\n new_area_data[BASIC_SPECS_SECTIONS.BEAMS_AND_POSTS].BeamType2 === \"FL15015\" ||\r\n new_area_data[BASIC_SPECS_SECTIONS.BEAMS_AND_POSTS].BeamType2 === \"FL20020\"\r\n ) {\r\n errors.push({\r\n error: true,\r\n title: \"FL100 Rafters cannot have larger purlins\",\r\n message: [<>FL100 Rafters cannot have larger purlins. Purlins have been set to FL100.],\r\n });\r\n new_area_data[BASIC_SPECS_SECTIONS.BEAMS_AND_POSTS].BeamType2 = \"FL10011\";\r\n }\r\n } else if (new_area_data[BASIC_SPECS_SECTIONS.BEAMS_AND_POSTS].BeamType1 === \"FL15015\") {\r\n if (new_area_data[BASIC_SPECS_SECTIONS.BEAMS_AND_POSTS].BeamType2 === \"FL20020\") {\r\n errors.push({\r\n error: true,\r\n title: \"FL150 Rafters cannot have larger purlins\",\r\n message: [<>FL150 Rafters cannot have larger purlins. Purlins have been set to FL150.],\r\n });\r\n new_area_data[BASIC_SPECS_SECTIONS.BEAMS_AND_POSTS].BeamType2 = \"FL15015\";\r\n }\r\n } else if (new_area_data[BASIC_SPECS_SECTIONS.BEAMS_AND_POSTS].BeamType1 === \"FL20020\") {\r\n if (new_area_data[BASIC_SPECS_SECTIONS.BEAMS_AND_POSTS].CollarTie === 1) {\r\n errors.push({\r\n error: true,\r\n title: \"Gables with FL200 Rafters cannot have Collar Ties\",\r\n message: [\r\n <>Gables with FL200 Rafters cannot have Collar Ties. Collar Ties have been removed.,\r\n ],\r\n });\r\n new_area_data[BASIC_SPECS_SECTIONS.BEAMS_AND_POSTS].CollarTie = 0;\r\n }\r\n if (new_area_data[BASIC_SPECS_SECTIONS.BEAMS_AND_POSTS].BeamType2 === \"FL10011\") {\r\n errors.push({\r\n error: true,\r\n title: \"FL200 Rafters cannot have FL100 purlins\",\r\n message: [<>FL200 Rafters cannot have FL100 purlins. Purlins have been set to FL150.],\r\n });\r\n new_area_data[BASIC_SPECS_SECTIONS.BEAMS_AND_POSTS].BeamType2 = \"FL15015\";\r\n }\r\n if (new_area_data[BASIC_SPECS_SECTIONS.BEAMS_AND_POSTS].BeamType3 === \"FL15015\") {\r\n errors.push({\r\n error: true,\r\n title: \"FL200 Rafters cannot have FL150 Edge Beam\",\r\n message: [<>FL200 Rafters cannot have FL150 Edge Beam. Edge Beam has been set to FL200.],\r\n });\r\n new_area_data[BASIC_SPECS_SECTIONS.BEAMS_AND_POSTS].BeamType3 = \"FL20020\";\r\n }\r\n }\r\n if (window.LYSAGHT) {\r\n if (\r\n new_area_data[BASIC_SPECS_SECTIONS.BEAMS_AND_POSTS].CollarTie === 1 &&\r\n new_area_data[BASIC_SPECS_SECTIONS.GABLE_PARAMETERS][\"DownlightFlashing\"] === 1\r\n ) {\r\n errors.push({\r\n error: true,\r\n title: \"Gable with Collar Ties cannot have Downlight Tray\",\r\n message: [\r\n <>Gable with Collar Ties cannot have Downlight Tray. Downlight Tray has been removed.,\r\n ],\r\n });\r\n new_area_data[BASIC_SPECS_SECTIONS.GABLE_PARAMETERS][\"DownlightFlashing\"] = 0;\r\n }\r\n }\r\n }\r\n }\r\n\r\n // Forced compliance/mass settings, updates\r\n new_job = JOBSTATE_VALIDATION.validateFullJob(config, new_job, -1, getState().app);\r\n\r\n let merbau_error = false;\r\n\r\n if (had_notched_posts) {\r\n if (\r\n new_area_data[BASIC_SPECS_SECTIONS.BEAMS_AND_POSTS].CornerPostsFullHeight !== 2 &&\r\n new_area_data[BASIC_SPECS_SECTIONS.BEAMS_AND_POSTS].IntermediatePostsFullHeight !== 2 &&\r\n new_area_data[BASIC_SPECS_SECTIONS.BEAMS_AND_POSTS].PostColMatchBeam === \"Merbau\"\r\n ) {\r\n merbau_error = {\r\n error: true,\r\n title: \"Merbau is not available in Notched.\",\r\n message: [<>Merbau is not available in Notched. Post Postion has been set to \"Post Behind Beam\".],\r\n };\r\n }\r\n }\r\n\r\n if (\r\n new_area_data.Footings?.length > 0 &&\r\n new_area_data[BASIC_SPECS_SECTIONS.BEAMS_AND_POSTS]?.PostCol === \"Merbau\"\r\n ) {\r\n // Change back footing types to concrete in (No Flanged)\r\n // If error message already there add both cases\r\n if (merbau_error) {\r\n merbau_error = {\r\n error: true,\r\n title: \"Merbau is not available in Notched or Flanged.\",\r\n message: [\r\n <>\r\n Merbau is not available in Notched or Flanged, Post Footing has been set to \"Concrete In\". Post\r\n Postion has been set to \"Post Behind Beam\". Select another post colour to change Footing Type or\r\n Post Position.\r\n ,\r\n ],\r\n };\r\n } else {\r\n merbau_error = {\r\n error: true,\r\n title: \"Merbau is not available in Flanged.\",\r\n message: [\r\n <>\r\n Merbau is not available in Flanged, Post Footing has been set to \"Concrete In\". Select another\r\n post colour to change footing type.\r\n ,\r\n ],\r\n };\r\n }\r\n\r\n new_area_data.Footings.forEach((item, i) =>\r\n deleteFromAreaSpecificationModificationArray(areaIndex, \"Footings\", item.Ref)\r\n );\r\n new_area_data.Footings = [];\r\n }\r\n if (merbau_error) errors.push(merbau_error);\r\n\r\n dispatch({\r\n type: NEW_JOB,\r\n index: areaIndex,\r\n section: null,\r\n subsection: null,\r\n parameter: new_job,\r\n value: null,\r\n error: null,\r\n });\r\n\r\n if (errors && errors.length > 0) return ConsolidateErrors(errors);\r\n};\r\n\r\nconst ConsolidateErrors = (errors) => {\r\n if (!errors) return false;\r\n if (errors.length === 1) return errors[0];\r\n\r\n let consolidated_message = [];\r\n\r\n for (let error of errors) {\r\n consolidated_message.push(
\" : \"\") + action.message,\r\n },\r\n };\r\n case SHOW_DIALOG:\r\n return {\r\n ...state,\r\n designer: {\r\n ...state.designer,\r\n [SHOW_DIALOG]: true,\r\n [DIALOG_DATA]: action.value,\r\n },\r\n };\r\n\r\n default:\r\n return state;\r\n }\r\n}\r\n\r\nexport const showDialog =\r\n (title, message, primaryActionText = \"Close\", primaryAction, secondaryActionText, secondaryAction) =>\r\n (dispatch) => {\r\n dispatch({\r\n type: SHOW_DIALOG,\r\n value: {\r\n title: title,\r\n message: message,\r\n primaryActionText: primaryActionText,\r\n primaryAction: primaryAction,\r\n secondaryActionText: secondaryActionText,\r\n secondaryAction: secondaryAction,\r\n },\r\n });\r\n };\r\nexport const showDialogData = (dialogData) => (dispatch) => {\r\n let defaultData = {\r\n title: \"\",\r\n message: \"\",\r\n primaryActionText: \"OK\",\r\n primaryAction: null,\r\n secondaryActionText: null,\r\n secondaryAction: null,\r\n };\r\n\r\n dispatch({\r\n type: SHOW_DIALOG,\r\n value: {\r\n ...defaultData,\r\n ...dialogData,\r\n },\r\n });\r\n};\r\n\r\nexport const UNDO = () => (dispatch) => {\r\n dispatch({\r\n type: \"UNDO\",\r\n });\r\n};\r\nexport const REDO = () => (dispatch) => {\r\n dispatch({\r\n type: \"REDO\",\r\n });\r\n};\r\n\r\nexport const loadAppTemplate = (template) => (dispatch) => {\r\n console.log(\"LOAD_TEMPLATE\");\r\n dispatch({\r\n type: \"LOAD_TEMPLATE\",\r\n value: template,\r\n });\r\n};\r\n\r\nexport const resetAll = () => (dispatch) => {\r\n console.log(\"RESET_ALL\");\r\n dispatch({\r\n type: \"RESET_ALL\",\r\n value: \"RESET_ALL\",\r\n });\r\n};\r\n\r\nexport const updateAPP = (parameter, value) => (dispatch) => {\r\n console.log(\"updateAPP\", parameter, value);\r\n return new Promise((resolve) => {\r\n dispatch({\r\n type: UPDATE_APP,\r\n parameter: parameter,\r\n value: value,\r\n });\r\n return resolve(true);\r\n });\r\n};\r\n\r\nexport const toggleAPP =\r\n (parameter, value = null) =>\r\n (dispatch) => {\r\n // console.log(\"toggleApp\", parameter, value);\r\n return new Promise((resolve) => {\r\n dispatch({\r\n type: TOGGLE_APP,\r\n parameter: parameter,\r\n value: value,\r\n });\r\n return resolve(true);\r\n });\r\n };\r\n\r\nexport const resetDesigner = () => (dispatch, getState) => {\r\n const job = getState().job;\r\n const carportMode = job?.DesignParameters?.CarportMode === 1;\r\n dispatch({\r\n type: UPDATE_APP,\r\n parameter: \"designer\",\r\n value: {\r\n ...initialState.designer,\r\n threeDMode: window.debug && !carportMode ? true : false,\r\n threeDMiniMode: window.debug && !carportMode ? true : false,\r\n designer2D: { ...getState()?.app?.designer?.designer2D, AREA_INDEX: -1, SELECT_POINT: false },\r\n designer3D: { ...getState()?.app?.designer?.designer3D },\r\n },\r\n });\r\n return Promise.resolve();\r\n};\r\n\r\nexport const loadUser = (email_address, password) => (dispatch) => {\r\n return new Promise((resolve) => {\r\n dispatch(updateUserFromWeb(email_address, password)).then((user_data) => {\r\n // console.log(\"user_data\", user_data);\r\n if (!user_data) {\r\n return resolve(false);\r\n }\r\n if (user_data.Error) {\r\n return resolve(user_data);\r\n }\r\n\r\n dispatch({\r\n type: UPDATE_APP,\r\n parameter: \"logged_user_code\",\r\n value: email_address,\r\n });\r\n\r\n let config_url = API_BASE() + `config/` + btoa(email_address);\r\n // if (window.debug) config_url = BaseURL(\"data/config_data_response.json\");\r\n\r\n if (!window.location.href.includes(\"use_cache\")) {\r\n fetchTimeout(config_url, {\r\n method: \"GET\", // *GET, POST, PUT, DELETE, etc.\r\n })\r\n .then((res) => res.json())\r\n .then(async (json_user_data) => {\r\n console.log(\"json_user_data\", json_user_data);\r\n\r\n if (!json_user_data?.offerings) throw \"No offering data\";\r\n\r\n // dispatch(updateConfigAll({\r\n // ...json_user_data.offerings.Fielders.Master,\r\n // validationSchema: {\r\n // ...json_user_data.offerings.Fielders.validationSchema,\r\n // }\r\n // }));\r\n\r\n let offering = null;\r\n if (window.FIELDERS && json_user_data?.offerings?.Fielders)\r\n offering = json_user_data?.offerings?.Fielders;\r\n if (window.LYSAGHT && json_user_data?.offerings?.Lysaght)\r\n offering = json_user_data?.offerings?.Lysaght;\r\n\r\n console.log(\"offering\", offering);\r\n\r\n if (offering)\r\n dispatch(updateAPP(\"offerings\", json_user_data.offerings)).then(() => {\r\n dispatch(loadOffering());\r\n });\r\n if (json_user_data?.pricefile) {\r\n if (json_user_data?.pricefile?.Error)\r\n dispatch({\r\n type: SHOW_DESIGNER_MESSAGE,\r\n message: json_user_data?.pricefile?.Error,\r\n });\r\n else {\r\n const encryptedPricefile = json_user_data?.pricefile;\r\n\r\n console.log(encryptedPricefile);\r\n\r\n let decryptedPricefile;\r\n // Decrypt the encrypted data\r\n if (encryptedPricefile?.data && encryptedPricefile?.iv)\r\n decryptedPricefile = JSON.parse(\r\n decryptData(\r\n encryptedPricefile.data, // Access the \"data\" property that contains the encrypted data\r\n encryptedPricefile.iv,\r\n PRICEFILE_KEY // Encyrption Key\r\n )\r\n );\r\n\r\n // console.log(decryptedPricefile); // not logged for security reasons\r\n\r\n const encyrptedPricefile = json_user_data?.pricefile;\r\n\r\n createStoreDatabase(JSON.stringify(encyrptedPricefile));\r\n // sessionStorage.setItem(\"pricefile\", encyrptedPricefile);\r\n dispatch(updateAPP(\"pricefile\", RehydrateThumbnails(decryptedPricefile)));\r\n }\r\n }\r\n if (json_user_data?.dist_level) dispatch(updateAPP(\"dist_levels\", json_user_data?.dist_level));\r\n if (json_user_data?.special_factors)\r\n dispatch(updateAPP(\"special_factors\", json_user_data?.special_factors));\r\n if (json_user_data?.announcements)\r\n dispatch(updateAPP(\"announcements\", json_user_data?.announcements));\r\n resolve(true);\r\n })\r\n .catch((e) => {\r\n resolve({\r\n Error: \"Server Error: Could not load offerings from Server\",\r\n });\r\n });\r\n }\r\n\r\n // updateRecallListFromWeb(user_data);\r\n });\r\n });\r\n};\r\n\r\nexport const changePage = (page_name) => (dispatch) => {\r\n window.history.pushState({ page: page_name }, page_name, window.location);\r\n dispatch({\r\n type: UPDATE_PAGE,\r\n value: page_name,\r\n });\r\n\r\n if (page_name === MAIN_PAGE)\r\n dispatch({\r\n type: NEW_JOB,\r\n parameter: null,\r\n });\r\n};\r\n\r\nexport const changeMainPage =\r\n (page_name, record_state = true) =>\r\n (dispatch, getState) => {\r\n if (record_state) window.history.pushState({ MAIN_PAGE: { page: page_name } }, page_name, window.location);\r\n\r\n let new_state = { ...getState().app[MAIN_PAGE] };\r\n new_state.page = page_name;\r\n new_state._ts = Date.now();\r\n\r\n dispatch({\r\n type: UPDATE_APP,\r\n parameter: MAIN_PAGE,\r\n value: new_state,\r\n });\r\n };\r\n\r\nexport const SetAppDialogMessage = (message) => (dispatch, getState) => {\r\n let new_state = { ...getState().app[MAIN_PAGE] };\r\n new_state.Message = message;\r\n\r\n dispatch({\r\n type: UPDATE_APP,\r\n parameter: MAIN_PAGE,\r\n value: new_state,\r\n });\r\n};\r\n\r\nexport const updateUserFromWeb =\r\n (email_ddress_id, password = null) =>\r\n (dispatch) => {\r\n checkInternetConnection(dispatch);\r\n\r\n return new Promise((resolve) => {\r\n fetchTimeout(API_BASE() + \"user/\" + btoa(email_ddress_id) + (password ? \"/\" + password : \"\"), {\r\n // fetchTimeout(API_BASE() + \"user/\" + email_ddress, {\r\n method: \"GET\", // *GET, POST, PUT, DELETE, etc.\r\n })\r\n .then(async (response) => {\r\n if (response.status >= 200 && response.status <= 300) {\r\n let user_data = await response.json();\r\n // if (user_data?.BusinessDetails?.Brand) {\r\n // window.brand = user_data?.BusinessDetails?.Brand;\r\n // if (window.brand === \"Fielders\") {\r\n // window.FIELDERS = true;\r\n // window.LYSAGHT = false;\r\n // } else if (window.brand === \"Lysaght\") {\r\n // window.FIELDERS = false;\r\n // window.LYSAGHT = true;\r\n // }\r\n // }\r\n dispatch(updateUser(user_data));\r\n resolve(user_data);\r\n } else if (response.status === 401) {\r\n let error = await response.json();\r\n console.log(\"error\", error);\r\n resolve(error);\r\n return;\r\n } else resolve(false);\r\n })\r\n .then(async (response) => {\r\n if (response.status >= 200 && response.status <= 300) {\r\n let user_data = await response.json();\r\n console.log(\"user_data\", user_data);\r\n if (user_data?.BusinessDetails?.Brand && window.debug) {\r\n window.brand = user_data?.BusinessDetails?.Brand;\r\n if (window.brand === \"Fielders\") {\r\n window.FIELDERS = true;\r\n window.LYSAGHT = false;\r\n } else if (window.brand === \"Lysaght\") {\r\n window.FIELDERS = false;\r\n window.LYSAGHT = true;\r\n }\r\n }\r\n dispatch(updateUser(user_data));\r\n resolve(user_data);\r\n } else if (response.status === 401) {\r\n let error = await response.json();\r\n console.log(\"error\", error);\r\n resolve(error);\r\n return;\r\n } else resolve(false);\r\n })\r\n .catch((e) => {\r\n resolve({\r\n Error: \"Server Error: Could not load user from Server\",\r\n });\r\n });\r\n });\r\n };\r\n\r\nexport const updateRecallListFromWeb =\r\n (businessCode, status = \"\", container = \"\") =>\r\n (dispatch, getState) => {\r\n console.log(\"updateRecallListFromWeb\");\r\n checkInternetConnection(dispatch);\r\n const num_items = getState().app[MAIN_PAGE].NumRecallItems;\r\n\r\n return new Promise((resolve) => {\r\n fetchTimeout(API_BASE() + `job/` + businessCode, {\r\n method: \"POST\", // *GET, POST, PUT, DELETE, etc.\r\n body: JSON.stringify({\r\n Status: status,\r\n Container: container,\r\n NumItems: num_items,\r\n }),\r\n })\r\n .then(async (res) => {\r\n if (res.status >= 200 && res.status <= 300) {\r\n let json_recall_data = await res.json();\r\n if (status === \"ARCHIVED\") dispatch(updateLastQuotesEditedArchived(json_recall_data[0]?.Jobs));\r\n else dispatch(updateLastQuotesEdited(json_recall_data[0]?.Jobs));\r\n resolve(\"OK\");\r\n } else {\r\n console.log(\"updateRecallListFromWeb: Error reading recall list\");\r\n }\r\n })\r\n .catch((e) => {});\r\n\r\n updateAnnouncements()(dispatch);\r\n });\r\n };\r\n\r\nexport const updateAnnouncements = () => (dispatch) => {\r\n checkInternetConnection(dispatch);\r\n\r\n let api_url = API_BASE() + \"admin/getannouncements/\";\r\n if (window.LYSAGHT) api_url = API_BASE() + \"admin/getannouncements/?b=L\";\r\n fetchTimeout(api_url, {\r\n method: \"GET\",\r\n })\r\n .then((response) => response.json())\r\n .then((json) => {\r\n if (json.Message) throw json.Message;\r\n dispatch(updateAPP(\"announcements\", json));\r\n })\r\n .catch((e) => {\r\n console.log(\"ERROR\", e);\r\n });\r\n};\r\n\r\nexport const updateUser = (user_data) => (dispatch, getState) => {\r\n checkInternetConnection(dispatch);\r\n\r\n console.log(\"loading user...\", user_data);\r\n dispatch({\r\n type: UPDATE_USER,\r\n value: user_data,\r\n });\r\n\r\n let job = getState().job;\r\n\r\n if (job) {\r\n let new_job = deepCopy(job);\r\n new_job = JOBSTATE_VALIDATION.validateFullJob(getState().config, new_job, -1, getState().app);\r\n\r\n dispatch({\r\n type: \"NEW_JOB\",\r\n parameter: new_job,\r\n });\r\n }\r\n};\r\n\r\nexport const updateBusiness = (businessDetails) => (dispatch) => {\r\n dispatch({\r\n type: UPDATE_BUSINESS,\r\n value: businessDetails,\r\n });\r\n};\r\n\r\nexport const saveUserToWeb =\r\n (user_data, update_local_data = false, update_business = false) =>\r\n (dispatch) => {\r\n checkInternetConnection(dispatch);\r\n\r\n if (update_local_data) dispatch(updateUser(user_data));\r\n\r\n let savejob_url = API_BASE() + \"user/\" + btoa(user_data.id);\r\n if (update_business) savejob_url += \"/UpdateBusiness\";\r\n\r\n console.log(\"saving user...\", user_data);\r\n return fetchTimeout(savejob_url, {\r\n method: \"PUT\", // *GET, POST, PUT, DELETE, etc.\r\n body: JSON.stringify(user_data), // body data type must match \"Content-Type\" header\r\n });\r\n };\r\n\r\nexport const updateLastQuotesEdited = (jobs_data) => (dispatch) => {\r\n dispatch({\r\n type: UPDATE_LAST_QUOTES_EDITED,\r\n value: jobs_data,\r\n });\r\n};\r\n\r\nexport const updateLastQuotesEditedArchived = (jobs_data) => (dispatch) => {\r\n dispatch({\r\n type: UPDATE_LAST_QUOTES_EDITED_ARCHIVED,\r\n value: jobs_data,\r\n });\r\n};\r\n\r\nexport const updateDesigner = (parameter, value) => (dispatch) => {\r\n console.log(UPDATE_DESIGNER, parameter, value);\r\n dispatch({\r\n type: UPDATE_DESIGNER,\r\n parameter: parameter,\r\n value: value,\r\n });\r\n return Promise.resolve();\r\n};\r\nexport const toggleDesigner = (parameter) => (dispatch) => {\r\n console.log(TOGGLE_DESIGNER, parameter);\r\n dispatch({\r\n type: TOGGLE_DESIGNER,\r\n parameter: parameter,\r\n });\r\n return Promise.resolve();\r\n};\r\n\r\nexport const setDesignerLoadingBackdrop = (message) => (dispatch) => {\r\n console.log(TOGGLE_DESIGNER, message);\r\n\r\n if (!message) {\r\n dispatch(updateDesigner(SHOW_LOADING_BACKDROP, false));\r\n return Promise.resolve();\r\n }\r\n dispatch({\r\n type: UPDATE_DESIGNER,\r\n parameter: SHOW_LOADING_BACKDROP,\r\n value: true,\r\n });\r\n dispatch({\r\n type: UPDATE_DESIGNER,\r\n parameter: LOADING_BACKDROP_MESSAGE,\r\n value: message,\r\n });\r\n return Promise.resolve();\r\n};\r\n\r\nexport const getImageBlob = function (url) {\r\n return new Promise(async (resolve) => {\r\n try {\r\n let resposne = await fetchTimeout(url, {\r\n method: \"GET\", // *GET, POST, PUT, DELETE, etc.\r\n });\r\n let blob = resposne.blob();\r\n resolve(blob);\r\n } catch (e) {\r\n console.log(\"error getImageBlob\", e);\r\n resolve(false);\r\n }\r\n });\r\n};\r\n\r\n// convert a blob to base64\r\nexport const blobToBase64 = function (blob) {\r\n return new Promise((resolve) => {\r\n let reader = new FileReader();\r\n reader.onload = function () {\r\n let dataUrl = reader.result;\r\n resolve(dataUrl);\r\n };\r\n reader.readAsDataURL(blob);\r\n });\r\n};\r\n\r\nexport const checkInternetConnection = (dispatch) => {\r\n if (window.OFFLINE_MODE) {\r\n if (!window.OFFLINE_SET) {\r\n window.OFFLINE_SET = true;\r\n dispatch({\r\n type: UPDATE_APP,\r\n parameter: \"online\",\r\n value: true,\r\n });\r\n }\r\n return;\r\n }\r\n if (document.hidden) return;\r\n var connected = window.navigator.onLine;\r\n if (connected) {\r\n if (window.checkingConnection > 0) {\r\n window.checkingConnection--;\r\n return;\r\n }\r\n // are you sure?\r\n // // check server\r\n window.checkingConnection = 3;\r\n\r\n fetchTimeout(\r\n API_BASE() + \"isalive/ping\",\r\n {\r\n method: \"GET\", // *GET, POST, PUT, DELETE, etc.\r\n },\r\n 5000\r\n )\r\n .then(async (response) => {\r\n if (response.status >= 200 && response.status <= 300) {\r\n connected = true;\r\n window.checkingConnectionFailed = 0;\r\n window.tokenexpired = 0;\r\n dispatch({\r\n type: UPDATE_APP,\r\n parameter: \"online\",\r\n value: true,\r\n });\r\n\r\n try {\r\n // want to store reponse in global variable, to avoid react or redux incase of error.\r\n let json = await response.json();\r\n window.settings = json;\r\n } catch {}\r\n } else {\r\n console.log(\"checked Connection: failed\", response.status);\r\n if ((response, response.status === 401)) {\r\n let response_text = await response.text();\r\n if (response_text.includes(\"TOKEN DENIED\")) {\r\n console.log(\"tokenexpired\", window.tokenexpired);\r\n if (window.tokenexpired) window.tokenexpired++;\r\n else window.tokenexpired = 1;\r\n\r\n if (window.tokenexpired >= 5) {\r\n //logout and redirect to auth\r\n deleteCookie(\"CDS_token\");\r\n localStorage.clear();\r\n dispatch({\r\n type: \"LOG_OUT\",\r\n });\r\n localStorage.clear();\r\n setTimeout(function () {\r\n localStorage.clear();\r\n // window.location.reload();\r\n window.location.href = \"/auth/\";\r\n }, 1000);\r\n }\r\n }\r\n }\r\n throw false;\r\n }\r\n window.checkingConnection = false;\r\n })\r\n .catch((e) => {\r\n if (!window?.checkingConnectionFailed) window.checkingConnectionFailed = 0;\r\n window.checkingConnectionFailed++;\r\n window.checkingConnection = false;\r\n if (window.checkingConnectionFailed > 3) {\r\n dispatch({\r\n type: TOGGLE_DESIGNER,\r\n parameter: SHOW_LOADING_BAR,\r\n value: false,\r\n });\r\n dispatch({\r\n type: UPDATE_APP,\r\n parameter: \"online\",\r\n value: false,\r\n });\r\n setTimeout(function () {\r\n checkInternetConnection(dispatch);\r\n }, 3000);\r\n } else {\r\n setTimeout(function () {\r\n checkInternetConnection(dispatch);\r\n }, 2000);\r\n }\r\n });\r\n } else if (!connected) {\r\n dispatch({\r\n type: UPDATE_APP,\r\n parameter: \"online\",\r\n value: false,\r\n });\r\n dispatch({\r\n type: TOGGLE_DESIGNER,\r\n parameter: SHOW_LOADING_BAR,\r\n value: false,\r\n });\r\n dispatch({\r\n type: SHOW_DESIGNER_MESSAGE,\r\n message: \"INTERNET NOT CONNECTED. Check your connection and try again.\",\r\n });\r\n window.checkingConnection = false;\r\n setTimeout(function () {\r\n checkInternetConnection(dispatch);\r\n }, 1000);\r\n }\r\n return connected;\r\n};\r\n\r\n// export const updateLayout3D_old = () => (dispatch, getState) => {\r\n// checkInternetConnection(dispatch);\r\n\r\n// let user_id = getState().app.user.id;\r\n// let online = getState().app.online;\r\n// if (!online) return;\r\n// if (document.hidden) return;\r\n\r\n// // if (!checkInternetConnection(dispatch)) {\r\n// // return;\r\n// // }\r\n\r\n// let job_data = getState().job;\r\n// if (!job_data) {\r\n// dispatch({\r\n// type: TOGGLE_DESIGNER,\r\n// parameter: SHOW_LOADING_BAR,\r\n// value: false,\r\n// });\r\n// return;\r\n// }\r\n// if (!job_data?.AreaSpecifications?.length) {\r\n// dispatch({\r\n// type: TOGGLE_DESIGNER,\r\n// parameter: SHOW_LOADING_BAR,\r\n// value: false,\r\n// });\r\n// return;\r\n// }\r\n\r\n// dispatch({\r\n// type: TOGGLE_DESIGNER,\r\n// parameter: SHOW_LOADING_BAR,\r\n// value: true,\r\n// });\r\n\r\n// let job_ini = convertJobStateToIni(job_data, getState().app, \"3D\", getState().config);\r\n\r\n// let id = getState().job.id;\r\n\r\n// let api_url = API_BASE() + \"obj/\" + id;\r\n\r\n// setTimeout(() => {\r\n// loadingMeshMode();\r\n// }, 2000);\r\n\r\n// window.loading3d = true;\r\n// let request_id = Date.now();\r\n// window.loading3d_id = request_id;\r\n\r\n// if (window.loading3d_controller) window.loading3d_controller.abort();\r\n// if (window.AbortController) window.loading3d_controller = new AbortController();\r\n\r\n// let timeout = 12000;\r\n// if (job_data?.DesignParameters) {\r\n// if (window.debug) {\r\n// timeout =\r\n// 6000 +\r\n// job_data.DesignParameters.NumFlat * 3000 +\r\n// job_data.DesignParameters.NumGable * 4000 +\r\n// job_data.DesignParameters.NumDeck * 3000;\r\n// } else {\r\n// timeout =\r\n// 6000 +\r\n// job_data.DesignParameters.NumFlat * 2500 +\r\n// job_data.DesignParameters.NumGable * 3500 +\r\n// job_data.DesignParameters.NumDeck * 2500;\r\n// }\r\n// }\r\n\r\n// console.log(\"3d timeout\", timeout);\r\n\r\n// return fetchTimeout(\r\n// api_url,\r\n// {\r\n// signal: window?.loading3d_controller?.signal,\r\n// headers: {\r\n// \"Content-Type\": \"application/json\",\r\n// },\r\n// body: JSON.stringify({\r\n// user_id: user_id,\r\n// job_id: job_data.id,\r\n// job: job_ini,\r\n// request_id: request_id,\r\n// session_id: window?.session_id,\r\n// business_code: job_data?.BusinessCode,\r\n// }),\r\n// retry: true,\r\n// retry_timeout: timeout * 1.3,\r\n// request_id: request_id,\r\n// },\r\n// timeout\r\n// )\r\n// .then(async (response) => {\r\n// console.log(\"RESPONSE\", response);\r\n\r\n// if (response === undefined) {\r\n// dispatch({\r\n// type: TOGGLE_DESIGNER,\r\n// parameter: SHOW_LOADING_BAR,\r\n// value: false,\r\n// });\r\n// return;\r\n// }\r\n\r\n// let json = await response.json();\r\n\r\n// if (json.request_id != window.loading3d_id) return;\r\n// if (response === undefined) return;\r\n\r\n// window.loading3d = false;\r\n// if (json.Error) {\r\n// throw json.Error;\r\n// }\r\n// if (json.obj_url) {\r\n// dispatch({\r\n// type: UPDATE_3D_MODEL,\r\n// parameter: \"area_all\",\r\n// value: json.obj_url,\r\n// });\r\n\r\n// if (json.Locked) {\r\n// if (job_data) {\r\n// let new_job = deepCopy(job_data);\r\n\r\n// new_job.App.Locked = true;\r\n// new_job.App.LockMessage = json.LockMessage;\r\n\r\n// dispatch({\r\n// type: NEW_JOB,\r\n// parameter: new_job,\r\n// });\r\n// }\r\n// }\r\n// } else {\r\n// dispatch({\r\n// type: TOGGLE_DESIGNER,\r\n// parameter: SHOW_LOADING_BAR,\r\n// value: false,\r\n// });\r\n// }\r\n// })\r\n// .catch((e) => {\r\n// if (e?.message?.includes && e.message.includes(\"aborted\")) {\r\n// return;\r\n// }\r\n\r\n// window.loading3d = false;\r\n\r\n// console.log(\"3D ERROR\", e);\r\n\r\n// let message = \"Error loading model from QikQuote server.\";\r\n// if (e?.message) message = e.message;\r\n// if (e.message === \"failed to fetch\")\r\n// message = \"SERVER NOT REACHABLE. Check internet connection, then try again in a few minutes...\";\r\n// dispatch({\r\n// type: TOGGLE_DESIGNER,\r\n// parameter: SHOW_LOADING_BAR,\r\n// value: false,\r\n// });\r\n// dispatch({\r\n// type: SHOW_DESIGNER_MESSAGE,\r\n// message: \"Error: \" + message,\r\n// });\r\n\r\n// // handle errors and timeout error\r\n// }); // parses JSON response into native Javascript objects\r\n// };\r\n\r\n// export const updateLayout2D_old =\r\n// (mode = null, area_index = null, drawing_mode = null, force = false) =>\r\n// (dispatch, getState) => {\r\n// if (window.debug && window.location.href.includes(\"no_eng\") && !force) {\r\n// dispatch({\r\n// type: TOGGLE_DESIGNER,\r\n// parameter: SHOW_LOADING_BAR,\r\n// value: false,\r\n// });\r\n// return;\r\n// }\r\n// window.loading3d = false;\r\n// console.log(\"updateLayout2D\");\r\n// checkInternetConnection(dispatch);\r\n// if (document.hidden) return;\r\n\r\n// let online = getState().app.online;\r\n\r\n// if (area_index === null) area_index = getState().app?.designer?.designer2D?.AREA_INDEX;\r\n// if (!online)\r\n// return new Promise((resolve) => {\r\n// return resolve(false);\r\n// });\r\n\r\n// let user_id = getState().app.user.id;\r\n// let job_data = getState().job;\r\n// if (!job_data) {\r\n// console.log(\"no job data\");\r\n// dispatch({\r\n// type: TOGGLE_DESIGNER,\r\n// parameter: SHOW_LOADING_BAR,\r\n// value: false,\r\n// });\r\n// return new Promise((resolve) => {\r\n// return resolve(false);\r\n// });\r\n// }\r\n\r\n// if (!job_data.AreaSpecifications.length === 0) {\r\n// console.log(\"no area data\");\r\n// dispatch({\r\n// type: TOGGLE_DESIGNER,\r\n// parameter: SHOW_LOADING_BAR,\r\n// value: false,\r\n// });\r\n// return new Promise((resolve) => {\r\n// return resolve(false);\r\n// });\r\n// }\r\n\r\n// dispatch({\r\n// type: TOGGLE_DESIGNER,\r\n// parameter: SHOW_LOADING_BAR,\r\n// value: true,\r\n// });\r\n\r\n// // console.log(\"job_data\", deepCopy(job_data), job_ini);\r\n\r\n// const toolopen = getState().app.designer.designer3D[DRAWER_TOOLSET_EXPANDED];\r\n// const select_point = getState().app.designer.designer2D[SELECT_POINT];\r\n// const draw_full_layout = getState().app.designer.designer2D[DRAW_FULL_LAYOUT];\r\n\r\n// let id = getState().job.id;\r\n\r\n// let api_url = API_BASE() + \"svg/\" + id + \"/selection\";\r\n// if (job_data.DesignParameters.DeckMode === 1) {\r\n// api_url = API_BASE() + \"svg/\" + id + \"/selection\";\r\n// } else if (toolopen === SHAPE_TOOL && job_data.DesignParameters.DeckMode !== 1 && !draw_full_layout) {\r\n// api_url = API_BASE() + \"svg/\" + id + \"/\";\r\n// } else if (toolopen === BEAMS_AND_POSTS_TOOL && area_index === -1 && !select_point) {\r\n// api_url = API_BASE() + \"svg/\" + id + \"/engineering\";\r\n// if (!job_data?.SiteParameters?.WindData?.WindZoneAS1170) {\r\n// api_url = API_BASE() + \"svg/\" + id + \"/selection\";\r\n// dispatch({\r\n// type: SHOW_DESIGNER_MESSAGE,\r\n// message: \"Error: Wind data must be defined to engineer this design\",\r\n// });\r\n// }\r\n// }\r\n\r\n// if (drawing_mode && drawing_mode === \"engineering\") {\r\n// api_url = API_BASE() + \"svg/\" + id + \"/engineering\";\r\n// if (!job_data?.SiteParameters?.WindData?.WindZoneAS1170) {\r\n// api_url = API_BASE() + \"svg/\" + id + \"/selection\";\r\n// dispatch({\r\n// type: SHOW_DESIGNER_MESSAGE,\r\n// message: \"Error: Wind data must be defined to engineer this design\",\r\n// });\r\n// }\r\n// }\r\n\r\n// // if (api_url.includes(\"/engineering\")) {\r\n// // job_data = deepCopy(job_data);\r\n// // job_data.SiteParameters.SpliceOffset = 0;\r\n// // }\r\n\r\n// let job_ini = convertJobStateToIni(job_data, getState().app, \"\", getState().config);\r\n\r\n// let request_id = Date.now();\r\n// window.loading2d_id = request_id;\r\n// if (window.loading2d_controller) window.loading2d_controller.abort();\r\n// if (window.AbortController) {\r\n// window.loading2d_controller = new AbortController();\r\n// }\r\n\r\n// if (mode) api_url = API_BASE() + \"svg/\" + id + \"/\" + mode;\r\n\r\n// console.log(api_url);\r\n\r\n// let timeout = 30000;\r\n// if (job_data?.DesignParameters) {\r\n// timeout =\r\n// 6000 +\r\n// job_data.DesignParameters.NumFlat * 2000 +\r\n// job_data.DesignParameters.NumGable * 3000 +\r\n// job_data.DesignParameters.NumDeck * 2000;\r\n// }\r\n\r\n// if (api_url.includes(\"/engineering\")) {\r\n// timeout = timeout * 2;\r\n// }\r\n\r\n// console.log(\"2d timeout\", timeout);\r\n\r\n// return new Promise((resolve) => {\r\n// fetchTimeout(\r\n// api_url,\r\n// {\r\n// signal: window?.loading2d_controller?.signal,\r\n// headers: {\r\n// \"Content-Type\": \"application/json\",\r\n// },\r\n// body: JSON.stringify({\r\n// user_id: user_id,\r\n// job_id: job_data.id,\r\n// request_id: request_id,\r\n// job: job_ini,\r\n// wind_data: job_data?.SiteParameters?.WindData,\r\n// area_index: area_index,\r\n// session_id: window?.session_id,\r\n// business_code: job_data?.BusinessCode,\r\n// brand: window.LYSAGHT ? \"Lysaght\" : \"Fielders\",\r\n// }),\r\n// retry: true,\r\n// retry_timeout: timeout * 2,\r\n// request_id: request_id,\r\n// },\r\n// timeout\r\n// )\r\n// .then(async (response) => {\r\n// console.log(\"RESPONSE\", response);\r\n\r\n// if (response === undefined) {\r\n// dispatch({\r\n// type: TOGGLE_DESIGNER,\r\n// parameter: SHOW_LOADING_BAR,\r\n// value: false,\r\n// });\r\n// return resolve(false);\r\n// }\r\n\r\n// let json = await response.json();\r\n\r\n// // .then(json => {\r\n// console.log(json, window.loading2d_id);\r\n// if (json.request_id != window.loading2d_id) {\r\n// return resolve(false);\r\n// }\r\n// if (json.Error) {\r\n// if (json.Locked) {\r\n// if (job_data) {\r\n// let new_job = deepCopy(job_data);\r\n\r\n// new_job.App.Locked = true;\r\n// new_job.App.LockMessage = json.Error;\r\n\r\n// dispatch({\r\n// type: NEW_JOB,\r\n// parameter: new_job,\r\n// });\r\n// }\r\n\r\n// dispatch({\r\n// type: TOGGLE_DESIGNER,\r\n// parameter: SHOW_LOADING_BAR,\r\n// value: false,\r\n// });\r\n// } else {\r\n// throw json.Error;\r\n// }\r\n// }\r\n// window.svg_data = null;\r\n// if (json[\"svg_data\"]) {\r\n// window.job = { ...getState().job };\r\n// window.svg_data = json[\"svg_data\"];\r\n\r\n// dispatch({\r\n// type: TOGGLE_DESIGNER,\r\n// parameter: SHOW_LOADING_BAR,\r\n// value: false,\r\n// });\r\n\r\n// console.log(\"json.svg\", json.svg);\r\n// var svg_url = json[\"svg\"];\r\n// // if (\"Data\" in json) {\r\n// // dispatch(updateQuoteParameters(\"AREA_DATA\", json[\"Data\"]));\r\n// // }\r\n\r\n// // dispatch({\r\n// // type: UPDATE_2D_DESIGNER_SVGS,\r\n// // parameter: \"area_all\",\r\n// // value: svg_url,\r\n// // });\r\n\r\n// LoadSVGFromData(json[\"svg_data\"], svg_url);\r\n\r\n// setTimeout(function () {\r\n// dispatch({\r\n// type: TOGGLE_DESIGNER,\r\n// parameter: SHOW_LOADING_BAR,\r\n// value: false,\r\n// });\r\n\r\n// dispatch(updateAPP(\"loadingEngineering\", false));\r\n\r\n// if (\"Data\" in json) {\r\n// dispatch(updateQuoteParameters(\"AREA_DATA\", json[\"Data\"]));\r\n// }\r\n// if (\"EngineeringResults\" in json) {\r\n// let new_engineering = {\r\n// ...getState().job.QuoteParameters.ENGINEERING,\r\n// ...json,\r\n// };\r\n// window.job = { ...getState().job };\r\n// new_engineering.engineeringHashCode = GetShapeUpdateString();\r\n\r\n// new_engineering.EngineeringResults = json[\"EngineeringResults\"];\r\n// dispatch(updateQuoteParameters(\"ENGINEERING\", new_engineering));\r\n\r\n// setTimeout(function () {\r\n// let job_to_check = { ...getState().job };\r\n// job_to_check.QuoteParameters.ENGINEERING = new_engineering;\r\n// let warnings = JOBSTATE_VALIDATION.getWarnings(\r\n// job_to_check,\r\n// getState()?.app?.user,\r\n// getState()?.config\r\n// );\r\n// console.log(\"warnings\", warnings);\r\n// if (warnings && warnings.warning)\r\n// dispatch({\r\n// type: SHOW_DESIGNER_MESSAGE,\r\n// message: warnings.message,\r\n// });\r\n// }, 1000);\r\n// }\r\n\r\n// dispatch({\r\n// type: UPDATE_2D_DESIGNER_SVGS,\r\n// parameter: \"area_all\",\r\n// value: svg_url,\r\n// });\r\n// }, 300);\r\n\r\n// resolve(true);\r\n// return;\r\n// }\r\n\r\n// dispatch(updateAPP(\"loadingEngineering\", false));\r\n\r\n// if (json.svg) {\r\n// console.log(\"json.svg\", json.svg);\r\n// var svg_url = json[\"svg\"];\r\n// if (\"Data\" in json) {\r\n// dispatch(updateQuoteParameters(\"AREA_DATA\", json[\"Data\"]));\r\n// }\r\n// if (\"EngineeringResults\" in json) {\r\n// let new_engineering = {\r\n// ...getState().job.QuoteParameters.ENGINEERING,\r\n// ...json,\r\n// };\r\n// window.job = { ...getState().job };\r\n// new_engineering.engineeringHashCode = GetShapeUpdateString();\r\n\r\n// new_engineering.EngineeringResults = json[\"EngineeringResults\"];\r\n// dispatch(updateQuoteParameters(\"ENGINEERING\", new_engineering));\r\n\r\n// setTimeout(function () {\r\n// let job_to_check = { ...getState().job };\r\n// if (job_to_check?.QuoteParameters)\r\n// job_to_check.QuoteParameters.ENGINEERING = new_engineering;\r\n// let warnings = JOBSTATE_VALIDATION.getWarnings(\r\n// job_to_check,\r\n// getState()?.app?.user,\r\n// getState()?.config\r\n// );\r\n// console.log(\"warnings\", warnings);\r\n// if (warnings && warnings.warning)\r\n// dispatch({\r\n// type: SHOW_DESIGNER_MESSAGE,\r\n// message: warnings.message,\r\n// });\r\n// }, 1000);\r\n// }\r\n// console.log(\"post svg dipatch\");\r\n\r\n// if (json[\"svg_data\"]) {\r\n// // dispatch({\r\n// // type: TOGGLE_DESIGNER,\r\n// // parameter: SHOW_LOADING_BAR,\r\n// // value: false,\r\n// // });\r\n// // LoadSVGFromData(json[\"svg_data\"]);\r\n// // dispatch({\r\n// // type: UPDATE_2D_DESIGNER_SVGS,\r\n// // parameter: \"area_all\",\r\n// // value: svg_url,\r\n// // });\r\n// } else {\r\n// dispatch({\r\n// type: UPDATE_2D_DESIGNER_SVGS,\r\n// parameter: \"area_all\",\r\n// value: svg_url,\r\n// });\r\n// }\r\n// resolve(true);\r\n// } else {\r\n// dispatch({\r\n// type: TOGGLE_DESIGNER,\r\n// parameter: SHOW_LOADING_BAR,\r\n// value: false,\r\n// });\r\n// resolve(false);\r\n// }\r\n// })\r\n// .catch((e) => {\r\n// if (e?.message?.includes && e.message.includes(\"aborted\")) {\r\n// console.log(\"ABORTED\", e.message);\r\n// return resolve(false);\r\n// }\r\n// console.log(\"ERROR\", e.message);\r\n\r\n// let message = \"Error loading layout from QikQuote server.\";\r\n// if (typeof e === \"string\") message = e;\r\n// if (e.message === \"failed to fetch\")\r\n// message = \"SERVER NOT REACHABLE. Check internet connection, then try again in a few minutes...\";\r\n// dispatch({\r\n// type: TOGGLE_DESIGNER,\r\n// parameter: SHOW_LOADING_BAR,\r\n// value: false,\r\n// });\r\n// dispatch({\r\n// type: SHOW_DESIGNER_MESSAGE,\r\n// message: \"Error: \" + message,\r\n// });\r\n// return resolve(false);\r\n// // handle errors and timeout error\r\n// }); // parses JSON response into native Javascript objects\r\n// });\r\n// };\r\n\r\nexport const showDesignerMessage = (message) => (dispatch) => {\r\n dispatch({\r\n type: SHOW_DESIGNER_MESSAGE,\r\n message: message,\r\n });\r\n};\r\n\r\nexport const update2DDesigner = (parameter, value) => (dispatch) => {\r\n console.log(UPDATE_2D_DESIGNER, parameter, value);\r\n dispatch({\r\n type: UPDATE_2D_DESIGNER,\r\n parameter: parameter,\r\n value: value,\r\n });\r\n};\r\nexport const toggle2DDesigner = (parameter) => (dispatch) => {\r\n console.log(TOGGLE_2D_DESIGNER, parameter);\r\n dispatch({\r\n type: TOGGLE_2D_DESIGNER,\r\n parameter: parameter,\r\n });\r\n};\r\n\r\nexport const update3DDesigner = (parameter, value) => (dispatch) => {\r\n console.log(UPDATE_3D_DESIGNER, parameter, value);\r\n dispatch({\r\n type: UPDATE_3D_DESIGNER,\r\n parameter: parameter,\r\n value: value,\r\n });\r\n};\r\nexport const toggle3DDesigner = (parameter) => (dispatch) => {\r\n console.log(TOGGLE_3D_DESIGNER, parameter);\r\n dispatch({\r\n type: TOGGLE_3D_DESIGNER,\r\n parameter: parameter,\r\n });\r\n};\r\n","import { DRAWER_TOOLSET_EXPANDED, BEAMS_AND_POSTS_TOOL } from \"../../redux_store/appState\";\r\nimport * as APP from \"../../redux_store/appState\";\r\nimport * as COMMON from \"../../components/Common\";\r\nimport { GetHTMLColour, toNumber } from \"../../components/Common\";\r\n\r\nimport { BASIC_SPECS_SECTIONS } from \"../../redux_store/jobState_Schemas\";\r\nimport tinycolor from \"tinycolor2\";\r\nimport paper from \"paper\";\r\nimport { GetShapeUpdateString, GetSpecAllAreas } from \"./PaperFunctionHelper\";\r\nimport _ from \"lodash\";\r\nimport React from \"react\";\r\nimport { EngineerDeckv2 } from \"../../redux_store/jobState_Validation\";\r\nimport { API_BASE } from \"../../AppConfig\";\r\n\r\n// const paper = paper;\r\nvar _this = {};\r\n\r\n// const ROOF_SHEETING = \"ROOF_SHEETING\";\r\n// const GUTTERS_AND_DOWNPIPES = \"GUTTERS_AND_DOWNPIPES\";\r\n// const ATTACHMENT = \"ATTACHMENT\";\r\n// const BEAMS_AND_POSTS = \"BEAMS_AND_POSTS\";\r\n\r\nexport const LoadSVGFromData = (svg_data, svg) => {\r\n const start = Date.now();\r\n // console.log(\"Loading SVG: start\" + (Date.now() - start) / 1000, start / 1000, window.last_svg_load_attempt);\r\n if (window.last_svg_load_attempt === svg) return; //already try/loaded\r\n\r\n let zoom_all = false;\r\n let last_was_layout = window.last_svg_load_attempt.includes(\"layout.svg\");\r\n if (last_was_layout) zoom_all = true;\r\n\r\n window.last_svg_load_attempt = svg;\r\n\r\n let url_base = URL.createObjectURL(new Blob([svg_data], { type: \"image/svg+xml\" }));\r\n // let url_base = API_BASE() + \"SVG/?mode=\" + svg;\r\n\r\n paper.project.importSVG(url_base, {\r\n onLoad: (new_item, svg_raw) => {\r\n // console.log(\"Loading SVG: loaded\" + (Date.now() - start) / 1000);\r\n if (!new_item) return;\r\n new_item.svg_filename = url_base;\r\n new_item.scale(1);\r\n if (paper.project.activeLayer.children.length > 1) {\r\n paper.project.activeLayer.removeChildren(0, paper.project.activeLayer.children.length - 1);\r\n }\r\n window.svg = new_item;\r\n FormatSVGToJob();\r\n UpdateAllSVGMaterials();\r\n GetMetaData();\r\n if (zoom_all) zoomAll();\r\n paper.view.draw();\r\n\r\n UpdateJobFromSVG();\r\n\r\n // console.log(\"Loading SVG: adjusted\" + (Date.now() - start) / 1000);\r\n },\r\n onError: (message, status) => {\r\n console.log(\"Error Loading SVG\", message, status);\r\n ClearAll();\r\n },\r\n });\r\n};\r\n\r\nexport function ClearAll() {\r\n if (paper.project) {\r\n paper.project.activeLayer.removeChildren();\r\n paper.project.activeLayer.clear();\r\n paper.view.draw();\r\n }\r\n}\r\n\r\nexport function zoomIn() {\r\n let zoom = paper.view.zoom * 1.1;\r\n if (zoom > 7) zoom = 7;\r\n paper.view.zoom = zoom;\r\n}\r\nexport function zoomOut() {\r\n let zoom = paper.view.zoom / 1.1;\r\n if (zoom < 0.03) zoom = 0.03;\r\n paper.view.zoom = zoom;\r\n}\r\n\r\nexport function zoomAll(sidebar_adjustment_factor = null) {\r\n if (paper.project.activeLayer.children.length === 0) return;\r\n\r\n if (sidebar_adjustment_factor === null) {\r\n sidebar_adjustment_factor = 300;\r\n const TOOL_DRAWER_HIDE = window?.app?.designer?.[APP.TOOL_DRAWER_HIDE];\r\n const TOOL_DRAWER_WIDTH = window?.app?.designer?.[APP.TOOL_DRAWER_WIDTH];\r\n sidebar_adjustment_factor = TOOL_DRAWER_WIDTH - 90;\r\n if (TOOL_DRAWER_HIDE) sidebar_adjustment_factor = 0;\r\n }\r\n\r\n let topbar_adjustment_factor = 60;\r\n\r\n let bottom_adjustment_factor = 0;\r\n\r\n const THREED_MODE = window?.app?.designer?.[APP.THREED_MODE];\r\n const THREED_MINI_MODE = window?.app?.designer?.[APP.THREED_MINI_MODE];\r\n const THREED_MINI_HEIGHT = window?.app?.designer?.[APP.THREED_MINI_HEIGHT];\r\n const THREED_MINI_WIDTH = window?.app?.designer?.[APP.THREED_MINI_WIDTH];\r\n\r\n if (THREED_MODE && THREED_MINI_MODE) {\r\n if (THREED_MINI_MODE === true) topbar_adjustment_factor = THREED_MINI_HEIGHT;\r\n else sidebar_adjustment_factor = THREED_MINI_WIDTH - 90;\r\n }\r\n\r\n var screen_size = {\r\n width: paper.view.viewSize.width - sidebar_adjustment_factor,\r\n height: paper.view.viewSize.height - bottom_adjustment_factor - topbar_adjustment_factor,\r\n };\r\n var screen_ratio = screen_size.width / screen_size.height;\r\n\r\n var objects_size = paper.project.activeLayer.bounds.size;\r\n var objects_ratio = objects_size.width / objects_size.height;\r\n\r\n if (isNaN(objects_ratio)) return;\r\n var zoom = 1;\r\n if (objects_ratio > screen_ratio) {\r\n //scale by width\r\n zoom = screen_size.width / objects_size.width;\r\n } else {\r\n //scale by height\r\n zoom = screen_size.height / objects_size.height;\r\n }\r\n // console.log(zoom);\r\n paper.view.zoom = zoom * 0.85;\r\n let center = paper.project.activeLayer.bounds.center;\r\n let adjusment = new paper.Point(\r\n sidebar_adjustment_factor / paper.view.zoom / 2,\r\n (-topbar_adjustment_factor + bottom_adjustment_factor) / paper.view.zoom / 2\r\n );\r\n\r\n paper.view.center = center.add(adjusment);\r\n}\r\n\r\nexport function loadMap() {\r\n var map_url = \"images/20190302_WGS84_S_Mercator_138_57260_-34_93000_138_57356_-34_92956_21.jpg\";\r\n var map_geodata_url = map_url.replace(\".jpg\", \".jgw\");\r\n\r\n fetch(map_geodata_url)\r\n .then((res) => {\r\n console.log(res);\r\n return res.text();\r\n }) // Gets the response and returns it as a blob\r\n .then((text) => {\r\n // By lines\r\n var lines = text.split(\"\\n\");\r\n var x_scale = 1;\r\n var y_scale = 1;\r\n for (var line = 0; line < 4; line++) {\r\n // console.log(lines[line]);\r\n if (line === 0) x_scale = Number(lines[line]);\r\n if (line === 3) y_scale = Number(lines[line]);\r\n }\r\n var raster = new paper.Raster(map_url);\r\n raster.onLoad = function () {\r\n raster.name = \"imported_map\";\r\n raster.sendToBack();\r\n raster.width = 87730 / paper.view.scale;\r\n raster.height = 48880 / paper.view.scale;\r\n raster.opacity = 0.5;\r\n zoomAll();\r\n };\r\n });\r\n paper.view.draw();\r\n}\r\n\r\nexport function loadGoogleMap(address, zoom = 21) {\r\n console.log(zoom);\r\n let scale = 2;\r\n // let zoom = 21;\r\n let zoom_scale_base_20 = 1.12849722 / 0.94;\r\n let zoom_scale = zoom_scale_base_20 / 2;\r\n if (zoom === 20) zoom_scale = zoom_scale_base_20;\r\n if (zoom === 19) zoom_scale = zoom_scale_base_20 * 2;\r\n if (zoom <= 18) {\r\n zoom = 18;\r\n zoom_scale = zoom_scale_base_20 * 4;\r\n }\r\n\r\n // let metersPerPx = 156543.03392 * Math.cos(138.476657 * Math.PI / 180) / Math.pow(2, zoom);\r\n // console.log(\"metersPerPx:\" + metersPerPx);\r\n // console.log(\"zoom_scale:\" + zoom_scale);\r\n // zoom_scale = -metersPerPx*10;\r\n\r\n var map_url =\r\n \"https://maps.googleapis.com/maps/api/staticmap?center=\" +\r\n address +\r\n \"&zoom=\" +\r\n zoom +\r\n \"&scale=\" +\r\n scale +\r\n \"&size=1800x1800&maptype=hybrid&key=AIzaSyDusbQSuHd8yi5wBk8x4skpqjH4ttqBc2w\";\r\n\r\n // var map_geodata_url = map_url.replace(\".jpg\", \".jgw\");\r\n\r\n var item = paper.project.getItem({\r\n name: \"imported_map_google\",\r\n });\r\n\r\n console.log(item);\r\n if (item) item.remove();\r\n\r\n var raster = new paper.Raster(map_url);\r\n raster.onLoad = function () {\r\n raster.name = \"imported_map_google\";\r\n raster.sendToBack();\r\n raster.width = raster.width * scale * zoom_scale;\r\n raster.height = raster.height * scale * zoom_scale;\r\n // raster.width = 1128.497220/paper.view.scale;\r\n // raster.height = 1128.497220/paper.view.scale;\r\n raster.opacity = 0.5;\r\n zoomAll();\r\n };\r\n\r\n // fetch(map_geodata_url)\r\n // .then(res => {console.log(res); return res.text()}) // Gets the response and returns it as a blob\r\n // .then(text => {\r\n // // By lines\r\n // var lines = text.split('\\n');\r\n // var x_scale = 1;\r\n // var y_scale = 1;\r\n // for (var line = 0; line < 4; line++) {\r\n // // console.log(lines[line]);\r\n // if (line === 0) x_scale = Number(lines[line]);\r\n // if (line === 3) y_scale = Number(lines[line]);\r\n // }\r\n // });\r\n paper.view.draw();\r\n}\r\n\r\nexport function UpdateSVGsIfRequired(svgs) {\r\n for (var key in svgs) {\r\n if (paper.project !== null && svgs.hasOwnProperty(key) && svgs[key] !== null && svgs[key] !== \"\") {\r\n let svg_url = svgs[key];\r\n\r\n var item = paper.project.getItem({\r\n name: key,\r\n });\r\n\r\n if (item /* exists_in_paper*/) {\r\n // check if already added, and update existing\r\n // item.visible = false;\r\n\r\n paper.project.importSVG(svg_url, {\r\n onLoad: (new_item, svg_raw) => {\r\n new_item.name = key;\r\n new_item.scale(1);\r\n item.remove();\r\n item.name = null;\r\n this.zoomAll();\r\n window.svg = new_item;\r\n FormatSVGToJob();\r\n UpdateRoofSheets();\r\n GetMetaData();\r\n paper.view.draw();\r\n },\r\n });\r\n } else {\r\n paper.project.importSVG(svg_url, {\r\n onLoad: (new_item, svg_raw) => {\r\n new_item.name = key;\r\n new_item.scale(1);\r\n console.log(new_item);\r\n window.svg = new_item;\r\n FormatSVGToJob();\r\n UpdateRoofSheets();\r\n GetMetaData();\r\n this.zoomAll();\r\n paper.view.draw();\r\n },\r\n });\r\n }\r\n }\r\n }\r\n}\r\n\r\nexport function generateRoof() {\r\n var house_plan = paper.project.importSVG(\"images/roof_native.svg\", {\r\n onLoad: (item, svg_raw) => {\r\n console.log(item);\r\n // item.scale(0.41, 0.41);\r\n item.scale(1 / paper.view.scale);\r\n item.rotate(-3.555);\r\n item.position = new paper.Point(-10, -150);\r\n item.bringToFront();\r\n item.on(\"mousedrag\", function (e) {\r\n item.position = item.position.add(e.delta);\r\n });\r\n },\r\n });\r\n // house_plan.rotate(45);\r\n}\r\n\r\n// export function ClearAll() {\r\n\r\n// paper.project.activeLayer.clear();\r\n// var from = new paper.Point(0, 0);\r\n// var middle = new paper.Point(0, 0);\r\n// var to = new paper.Point(0, 0);\r\n// paper.project.activeLayer.rubberband = new paper.Path(from, middle, to);\r\n// var rubberband = paper.project.activeLayer.rubberband;\r\n// rubberband.name = \"rubberband\";\r\n// rubberband.strokeColor = 'black';\r\n// rubberband.dashArray = [3, 3];\r\n// rubberband.visible = false;\r\n// paper.project.activeLayer.rubberband_label = new paper.PointText(new paper.Point(200, 50));\r\n// var rubberband_label = paper.project.activeLayer.rubberband_label;\r\n// rubberband_label.name = \"rubberband label\";\r\n// rubberband_label.justification = 'center';\r\n// rubberband_label.justification = 'center';\r\n// rubberband_label.fillColor = 'black';\r\n// rubberband_label.content = '2000mm';\r\n// rubberband.visible = false;\r\n// paper.view.draw();\r\n// }\r\n\r\nexport function Load_FlatDesign() {\r\n paper.project.importSVG(\"images/flat.svg\", {\r\n onLoad: (item, svg_raw) => {\r\n item.scale(1);\r\n this.zoomAll();\r\n },\r\n });\r\n}\r\n\r\nexport function loadToggleSVG(file_name) {\r\n var item = paper.project.getItem({\r\n name: file_name,\r\n });\r\n\r\n if (item !== null) {\r\n item.visible = !item.visible;\r\n } else {\r\n paper.project.importSVG(\"images/\" + file_name + \".svg\", {\r\n onLoad: (item, svg_raw) => {\r\n item.name = file_name;\r\n item.scale(1);\r\n this.zoomAll();\r\n },\r\n });\r\n }\r\n}\r\n\r\nexport function ForceUpdate() {\r\n function ExecuteUpdate() {\r\n if (paper.project) {\r\n // paper.project._needsUpdate = true;\r\n // paper.project.view.update();\r\n // paper.view.fire('resize', paper.view);\r\n window.dispatchEvent(new Event(\"resize\"));\r\n }\r\n }\r\n\r\n if (paper.project) {\r\n ExecuteUpdate();\r\n setTimeout(function () {\r\n ExecuteUpdate();\r\n setTimeout(function () {\r\n ExecuteUpdate();\r\n }, 1000);\r\n }, 100);\r\n } else {\r\n setTimeout(function () {\r\n ExecuteUpdate();\r\n setTimeout(function () {\r\n ExecuteUpdate();\r\n }, 2000);\r\n }, 100);\r\n }\r\n}\r\n\r\nexport function InitialisePaper(id) {\r\n // return;\r\n // Get a reference to the canvas object\r\n var canvas = document.getElementById(id);\r\n // Create an empty project and a view for the canvas:\r\n paper.setup(canvas);\r\n paper.project.options.handleSize = 6;\r\n paper.settings.hitTolerance = 6;\r\n paper.view.zoom = 1;\r\n paper.view.scale = 25;\r\n paper.view.scale = 25;\r\n paper.view.viewSize = new paper.Size(1920, 1200);\r\n window.paper = paper;\r\n window.paper_canvas = canvas;\r\n\r\n var segment_to_drag = false;\r\n var segment_to_drag_was_dragged = false;\r\n\r\n paper.view.onMouseUp = (e) => {\r\n // console.log(e);\r\n // // this.wasDragged = false;\r\n // alert(e);\r\n\r\n var hitResult = paper.project.activeLayer.hitTest(e.point, hitOptions); // isPointInPath\r\n console.log(\"hit\", hitResult);\r\n\r\n if (!window.dragging && hitResult && hitResult.item) {\r\n if (hitResult.item.is_roofsheet)\r\n hitResult.item.is_skylight = hitResult.item.is_skylight ? !hitResult.item.is_skylight : true;\r\n UpdateRoofSheets();\r\n // if (hitResult.item.fillColor_o === null) hitResult.item.fillColor_o = hitResult.item.fillColor;\r\n\r\n // if (hitResult.item.is_skylight)\r\n // {\r\n // hitResult.item.fillColor = new paper.Color(1, 1, 1, 1);\r\n // }\r\n // else\r\n // {\r\n // if (hitResult.item.fillColor_o !== null) hitResult.item.fillColor = hitResult.item.fillColor_o;\r\n // }\r\n // alert(name);\r\n // setTimeout(function(){ alert(name); }, 200);\r\n }\r\n window.dragging = false;\r\n };\r\n paper.view.onMouseDown = (e) => {\r\n // this.wasDragged = false;\r\n // console.log(e);\r\n\r\n window.dragging = false;\r\n _this.downPoint = e.point;\r\n _this.downPointScreen = new paper.Point(e.event.x, e.event.y);\r\n _this.downButton = e.event.button;\r\n\r\n // var selected_items = paper.project.getItems({ selected: true });\r\n // segment_to_drag = false;\r\n // segment_to_drag_was_dragged = false;\r\n // if (_this.downButton === 0 && selected_items.length > 0) {\r\n // var hitResult = paper.project.activeLayer.hitTest(e.point, { match: (function (o) { return ((o.type === \"handle-in\" || o.type === \"handle-out\") && o.item.name !== \"rubberband\") }), curves: true, handles: true, tolerance: paper.settings.hitTolerance / paper.view.zoom });\r\n // console.log(hitResult);\r\n // if (hitResult) segment_to_drag = hitResult.segment;\r\n // }\r\n // var hitResult = paper.project.activeLayer.hitTest(e.point, { match: (function (o) { return ((o.type === \"handle-in\" || o.type === \"handle-out\") && o.item.name !== \"rubberband\") }), curves: true, handles: true, tolerance: paper.settings.hitTolerance / paper.view.zoom });\r\n\r\n // console.log(selected_items);\r\n // if (selected_items && selected_items[2]) console.log(selected_items[2].name);\r\n };\r\n\r\n var bg_pos1 = new paper.Point(-50, -50);\r\n var bg_pos2 = new paper.Point(-50, -50);\r\n var orig_bg_zoom1 = 100;\r\n var orig_zoom = 1;\r\n var last_rounded = 100;\r\n\r\n function offset_grid(offset = new paper.Point(-0, -0)) {\r\n var change_ratio = paper.view.zoom / orig_zoom;\r\n\r\n // var change_ratio = paper.view.zoom / orig_zoom;\r\n var rounded = orig_bg_zoom1 * change_ratio;\r\n var rounded_sm = rounded / 5;\r\n document.getElementById(\"qqCanvas\").style.backgroundSize =\r\n rounded +\r\n \"px \" +\r\n rounded +\r\n \"px, \" +\r\n rounded +\r\n \"px \" +\r\n rounded +\r\n \"px, \" +\r\n rounded_sm +\r\n \"px \" +\r\n rounded_sm +\r\n \"px, \" +\r\n rounded_sm +\r\n \"px \" +\r\n rounded_sm +\r\n \"px\";\r\n\r\n if (rounded !== last_rounded) {\r\n offset = offset.add(new paper.Point(-(rounded - last_rounded) / 2, -(rounded - last_rounded) / 2));\r\n }\r\n // bg_pos1 = bg_pos1.subtract(new paper.Point(-(rounded-last_rounded)/2, -(rounded-last_rounded)/2));\r\n // // bg_pos1 = bg_pos1.subtract(rounded);\r\n // bg_pos1 = bg_pos1.subtract(offset);\r\n // bg_pos2 = bg_pos2.subtract(offset);\r\n if (offset) {\r\n offset.x = offset.x * change_ratio;\r\n offset.y = offset.y * change_ratio;\r\n bg_pos1 = bg_pos1.subtract(offset);\r\n bg_pos2 = bg_pos2.subtract(offset);\r\n document.getElementById(\"qqCanvas\").style.backgroundPosition =\r\n bg_pos1.x +\r\n \"px \" +\r\n bg_pos1.y +\r\n \"px, \" +\r\n bg_pos1.x +\r\n \"px \" +\r\n bg_pos1.y +\r\n \"px, \" +\r\n bg_pos2.x +\r\n \"px \" +\r\n bg_pos2.y +\r\n \"px, \" +\r\n bg_pos2.x +\r\n \"px \" +\r\n bg_pos2.y +\r\n \"px\";\r\n }\r\n last_rounded = rounded;\r\n }\r\n\r\n var qqCanvas = document.getElementById(\"qqCanvas\");\r\n if (qqCanvas)\r\n qqCanvas.addEventListener(\"wheel\", function (e) {\r\n var delta = e.deltaY;\r\n var zoom = paper.view.zoom * (1 - delta / 4500);\r\n\r\n // zoom = zoom * (1 + delta / 5500);\r\n console.log(zoom + \" \" + delta);\r\n if (zoom > 7) zoom = 7;\r\n if (zoom < 0.03) zoom = 0.03;\r\n paper.view.zoom = zoom;\r\n\r\n offset_grid();\r\n\r\n e.preventDefault();\r\n e.stopPropagation();\r\n });\r\n if (qqCanvas)\r\n qqCanvas.addEventListener(\"contextmenu\", function (e) {\r\n e.preventDefault();\r\n });\r\n\r\n // return;\r\n\r\n paper.view.onMouseDrag = function (e) {\r\n // // draw rubber band\r\n // rubberband.visible = true;\r\n // rubberband.bringToFront();\r\n // rubberband.segments[0].point = this.lastPointAdded;\r\n // rubberband.segments[1].point = e.point;\r\n // }\r\n\r\n // var distance_dragged = _this.downPoint?_this.downPoint.subtract(e.point):0;\r\n var distance_dragged = _this.downPoint ? _this.downPoint.getDistance(e.point) : 0;\r\n var distance_screen_dragged = _this.downPointScreen.getDistance(new paper.Point(e.event.x, e.event.y));\r\n // var offset = _this.downPoint.subtract(e.point);\r\n\r\n console.log(distance_screen_dragged);\r\n if (_this.downButton === 0 && segment_to_drag && (distance_dragged > 10 || segment_to_drag_was_dragged)) {\r\n segment_to_drag.point = segment_to_drag.point.add(e.delta);\r\n segment_to_drag_was_dragged = true;\r\n } else if (distance_screen_dragged > 20 && !window.dragging) {\r\n window.dragging = true;\r\n } else if ((_this.downButton === 0 || _this.downButton === 1 || _this.downButton === 2) && window.dragging) {\r\n _this.dragging = true;\r\n var offset = _this.downPoint.subtract(e.point);\r\n paper.view.center = paper.view.center.add(offset);\r\n offset_grid(offset);\r\n\r\n // document.getElementById(\"qqCanvas\").style.backgroundPosition = \"-2px -2px, -2px -2px, -1px -1px, -1px -1px\";\r\n\r\n // var bg_pos = document.getElementById(\"qqCanvas\").style.backgroundPosition;\r\n // if (bg_pos === \"\") bg_pos = \"-2px -2px, -2px -2px, -1px -1px, -1px -1px\";\r\n // var offsets = bg_pos.split(',');\r\n // var offset_1_X = offsets[0].split(' ')[0].replace(\"px\",\"\").trim();\r\n // var offset_1_Y = offsets[0].split(' ')[1].replace(\"px\",\"\").trim();\r\n // var offset_2_X = offsets[2].trim().split(' ')[0].replace(\"px\",\"\").trim();\r\n // var offset_2_Y = offsets[2].trim().split(' ')[1].replace(\"px\",\"\").trim();\r\n }\r\n };\r\n\r\n // The Path.Line constructor takes 2 points, defining the start and end of the line.\r\n var from = new paper.Point(0, 0);\r\n var middle = new paper.Point(0, 0);\r\n var to = new paper.Point(0, 0);\r\n paper.project.activeLayer.rubberband = new paper.Path(from, middle, to);\r\n var rubberband = paper.project.activeLayer.rubberband;\r\n rubberband.name = \"rubberband\";\r\n rubberband.strokeColor = \"black\";\r\n rubberband.dashArray = [3, 3];\r\n rubberband.visible = false;\r\n paper.project.activeLayer.rubberband_label = new paper.PointText(new paper.Point(200, 50));\r\n var rubberband_label = paper.project.activeLayer.rubberband_label;\r\n rubberband_label.name = \"rubberband label\";\r\n rubberband_label.justification = \"center\";\r\n rubberband_label.justification = \"center\";\r\n rubberband_label.fillColor = \"black\";\r\n rubberband_label.content = \"2000mm\";\r\n rubberband.visible = false;\r\n var rubberband_to_point;\r\n\r\n var offset;\r\n var offsetSpeed;\r\n var offset_run = false;\r\n var offset_running = false;\r\n var offset_direction = \"top\";\r\n\r\n paper.view.onMouseMove = function (e) {\r\n rubberband_label.visible = rubberband.visible;\r\n if (_this.adding_points_to_this_path && rubberband.visible) {\r\n console.log(rubberband);\r\n\r\n _this.last_onMouseMove_event_data = e;\r\n\r\n //snap e.point to vector angle\r\n var from_point = _this.rubberband_from;\r\n rubberband_to_point = e.point;\r\n if (from_point) {\r\n var vector_mouse = rubberband_to_point.subtract(from_point);\r\n var new_vector = new paper.Point(0, 0);\r\n var vector_last_line = new paper.Point(0, 0);\r\n\r\n if (_this.adding_points_to_this_path && _this.adding_points_to_this_path.segments.length >= 2) {\r\n console.log(_this.adding_points_to_this_path);\r\n let num_segments = _this.adding_points_to_this_path.segments.length;\r\n vector_last_line = _this.adding_points_to_this_path.segments[num_segments - 1].point.subtract(\r\n _this.adding_points_to_this_path.segments[num_segments - 2].point\r\n );\r\n console.log(\"vector last line \" + vector_last_line.angle);\r\n // vector_mouse = vector_mouse.subtract(vector_last_line);\r\n }\r\n\r\n // console.log(vector_mouse.angle);\r\n new_vector.length = vector_mouse.length;\r\n var angle_relative_to_last_line = vector_mouse.angle - vector_last_line.angle;\r\n var mod = Math.abs(angle_relative_to_last_line % 45);\r\n console.log(mod);\r\n\r\n var snap_tolerance = 3;\r\n var snapped = false;\r\n if (!e.modifiers.control) {\r\n if (\r\n (mod < snap_tolerance && mod > -snap_tolerance) ||\r\n (mod > 45 - snap_tolerance && mod < 45 + snap_tolerance)\r\n ) {\r\n var angle = Math.round(angle_relative_to_last_line / 45) * 45 + vector_last_line.angle;\r\n console.log(\"snap \" + angle);\r\n new_vector.angle = angle;\r\n rubberband_to_point = from_point.add(new_vector);\r\n snapped = true;\r\n }\r\n }\r\n\r\n // if (vector_mouse.angle > 87.5 && vector_mouse.angle < 92.5) {\r\n // //snap to 90\r\n // new_vector.angle = 90;\r\n // rubberband_to_point = from_point.add(new_vector);\r\n // }\r\n // if (vector_mouse.angle > 177.5 && vector_mouse.angle < 182.5) {\r\n // //snap to 90\r\n // new_vector.angle = 180;\r\n // rubberband_to_point = from_point.add(new_vector);\r\n // }\r\n // if (vector_mouse.angle > -177.5 && vector_mouse.angle < -182.5) {\r\n // //snap to 90\r\n // new_vector.angle = 180;\r\n // rubberband_to_point = from_point.add(new_vector);\r\n // }\r\n // if (vector_mouse.angle > -177.5 && vector_mouse.angle < -182.5) {\r\n // //snap to 90\r\n // new_vector.angle = 180;\r\n // rubberband_to_point = from_point.add(new_vector);\r\n // }\r\n }\r\n\r\n new paper.Point(0, 0);\r\n\r\n // console.log(e);\r\n // draw rubber band\r\n rubberband.bringToFront();\r\n rubberband.segments[0].point = _this.rubberband_from ? _this.rubberband_from : rubberband_to_point;\r\n rubberband.segments[1].point = rubberband_to_point;\r\n rubberband.segments[2].point = _this.rubberband_end ? _this.rubberband_end : rubberband_to_point;\r\n var vector1 = rubberband_to_point.subtract(rubberband.segments[0].point);\r\n\r\n var actual_angle_relative_to_last_line = vector1.angle - vector_last_line.angle;\r\n\r\n console.log(vector1);\r\n rubberband_label.point = e.point.add(new paper.Point(100 / paper.view.zoom, 10));\r\n rubberband_label.content =\r\n Math.round(vector1.length * paper.view.scale) +\r\n \"mm @\" +\r\n actual_angle_relative_to_last_line.toFixed(2) +\r\n \" degs\\n\" +\r\n (snapped ? \" *press ctrl to unsnap*\" : \"\");\r\n rubberband_label.fontSize = 14 / paper.view.zoom;\r\n\r\n var scroll_tolerance = 100;\r\n offsetSpeed = 2 / paper.view.zoom;\r\n if (e.event.y < scroll_tolerance) {\r\n offset_direction = \"top\";\r\n offset_run = true;\r\n if (e.event.x < scroll_tolerance * 2) {\r\n offset_direction = \"top-left\";\r\n } else if (e.event.x > paper.view.viewSize.width - scroll_tolerance * 2) {\r\n offset_direction = \"top-right\";\r\n }\r\n\r\n if (e.event.y < (scroll_tolerance * 2) / 3) offsetSpeed = offsetSpeed * 2;\r\n if (e.event.y < scroll_tolerance / 3) offsetSpeed = offsetSpeed * 2;\r\n if (e.event.y < scroll_tolerance / 10) offsetSpeed = offsetSpeed * 2;\r\n } else if (e.event.y > paper.view.viewSize.height - scroll_tolerance) {\r\n offset_direction = \"bottom\";\r\n offset_run = true;\r\n if (e.event.x < scroll_tolerance * 2) {\r\n offset_direction = \"bottom-left\";\r\n } else if (e.event.x > paper.view.viewSize.width - scroll_tolerance * 2) {\r\n offset_direction = \"bottom-right\";\r\n }\r\n if (e.event.y > paper.view.viewSize.height - (scroll_tolerance * 2) / 3) offsetSpeed = offsetSpeed * 2;\r\n if (e.event.y > paper.view.viewSize.height - scroll_tolerance / 3) offsetSpeed = offsetSpeed * 2;\r\n if (e.event.y > paper.view.viewSize.height - scroll_tolerance / 10) offsetSpeed = offsetSpeed * 2;\r\n } else if (e.event.x < scroll_tolerance) {\r\n offset_direction = \"left\";\r\n offset_run = true;\r\n if (e.event.x < (scroll_tolerance * 2) / 3) offsetSpeed = offsetSpeed * 2;\r\n if (e.event.x < scroll_tolerance / 3) offsetSpeed = offsetSpeed * 2;\r\n if (e.event.x < scroll_tolerance / 10) offsetSpeed = offsetSpeed * 2;\r\n } else if (e.event.x > paper.view.viewSize.width - scroll_tolerance) {\r\n offset_direction = \"right\";\r\n offset_run = true;\r\n if (e.event.x > paper.view.viewSize.width - (scroll_tolerance * 2) / 3) offsetSpeed = offsetSpeed * 2;\r\n if (e.event.x > paper.view.viewSize.width - scroll_tolerance / 3) offsetSpeed = offsetSpeed * 2;\r\n if (e.event.x > paper.view.viewSize.width - scroll_tolerance / 10) offsetSpeed = offsetSpeed * 2;\r\n } else {\r\n offset_run = false;\r\n }\r\n\r\n if (offset_run && !offset_running) {\r\n let offset_up = () => {\r\n offset = new paper.Point(0, -offsetSpeed);\r\n if (offset_direction === \"top-left\") offset = new paper.Point(-offsetSpeed, -offsetSpeed);\r\n if (offset_direction === \"top-right\") offset = new paper.Point(offsetSpeed, -offsetSpeed);\r\n if (offset_direction === \"bottom\") offset = new paper.Point(0, offsetSpeed);\r\n if (offset_direction === \"bottom-left\") offset = new paper.Point(-offsetSpeed, offsetSpeed);\r\n if (offset_direction === \"bottom-right\") offset = new paper.Point(offsetSpeed, offsetSpeed);\r\n if (offset_direction === \"left\") offset = new paper.Point(-offsetSpeed, 0);\r\n if (offset_direction === \"right\") offset = new paper.Point(offsetSpeed, 0);\r\n paper.view.center = paper.view.center.add(offset);\r\n\r\n // offset rubberband\r\n rubberband.segments[1].point = rubberband.segments[1].point.add(offset);\r\n offset_grid(offset);\r\n paper.view.draw();\r\n\r\n if (offset_run)\r\n setTimeout(function () {\r\n offset_up();\r\n }, 20);\r\n else offset_running = false;\r\n };\r\n offset_running = true;\r\n offset_up();\r\n }\r\n // else if (!offset_run) {\r\n\r\n // }\r\n\r\n // }\r\n // offset = new paper.Point(0, 5 / paper.view.zoom);\r\n // paper.view.center = paper.view.center.add(offset);\r\n // }\r\n // else if(e.event.x < 70) {\r\n // offset = new paper.Point(-5 / paper.view.zoom, 0);\r\n // paper.view.center = paper.view.center.add(offset);\r\n // }\r\n // else if(e.event.x > (paper.view.viewSize.width - 70)) {\r\n // offset = new paper.Point(5 / paper.view.zoom, 0);\r\n // paper.view.center = paper.view.center.add(offset);\r\n // }\r\n // }\r\n }\r\n };\r\n\r\n // paper.view.onMouseUp = function (e) {\r\n // // draggin functions\r\n\r\n // if (segment_to_drag && segment_to_drag_was_dragged) {\r\n // segment_to_drag = false;\r\n // segment_to_drag_was_dragged = false;\r\n // return;\r\n // }\r\n // segment_to_drag = false;\r\n\r\n // if (_this.dragging) {\r\n // _this.dragging = false;\r\n\r\n // var screen_distance = _this.downPointScreen.getDistance(new paper.Point(e.event.x, e.event.y));\r\n // // console.log(screen_distance);\r\n\r\n // if (e.event.button === 2 && screen_distance < 20) {\r\n // if (_this.adding_points_to_this_path) {\r\n // _this.adding_points_to_this_path = null;\r\n // rubberband.visible = false;\r\n // rubberband.sendToBack();\r\n // }\r\n // else {\r\n // paper.project.deselectAll();\r\n // }\r\n // }\r\n // }\r\n // else {\r\n // this.dragging = false;\r\n // if (e.event.button === 0) {\r\n\r\n // var selected_items = paper.project.getItems({ selected: true });\r\n\r\n // if (_this.adding_points_to_this_path) {\r\n // var new_point = new paper.Point(e.point.x, e.point.y);\r\n // if (rubberband_to_point) new_point = rubberband_to_point;\r\n // _this.adding_points_to_this_path.fullySelected = false;\r\n // _this.adding_points_to_this_path.selected = true;\r\n // console.log(_this.adding_points_to_this_path_inserting_after_index + \" vs \" + _this.adding_points_to_this_path.segments.length);\r\n // if (_this.adding_points_to_this_path_inserting_after_index !== null && _this.adding_points_to_this_path_inserting_after_index < _this.adding_points_to_this_path.segments.length) {\r\n\r\n // console.log(\"inserting point\");\r\n // let new_segment = _this.adding_points_to_this_path.insert(_this.adding_points_to_this_path_inserting_after_index + 1, new_point);\r\n // new_segment.selected = true;\r\n // _this.adding_points_to_this_path_inserting_after_index++;\r\n // _this.rubberband_from = new_point;\r\n // }\r\n // else {\r\n // console.log(\"adding point\");\r\n\r\n // //check for closing shape\r\n // var hitResult = paper.project.activeLayer.hitTest(new_point, { match: (function (o) { return o.type !== \"pixel\" && o.item.name !== \"rubberband\" }), handles: true, tolerance: paper.settings.hitTolerance*2 / paper.view.zoom });\r\n\r\n // console.log(hitResult);\r\n // if (hitResult && hitResult.item === _this.adding_points_to_this_path && hitResult.segment.index === 0) {\r\n // // close shape\r\n // _this.adding_points_to_this_path.closed = true;\r\n // _this.adding_points_to_this_path_inserting_after_index = _this.adding_points_to_this_path.segments.length;\r\n // _this.rubberband_from = _this.adding_points_to_this_path.lastSegment.point;\r\n // _this.rubberband_end = _this.adding_points_to_this_path.firstSegment.point;\r\n // alert(\"closing shape\");\r\n // }\r\n // else {\r\n\r\n // let new_segment = _this.adding_points_to_this_path.add(new_point);\r\n // new_segment.selected = true;\r\n // _this.rubberband_from = new_point;\r\n // if (_this.adding_points_to_this_path.closed) {\r\n // _this.rubberband_end = _this.adding_points_to_this_path.firstSegment.point;\r\n // }\r\n // else _this.rubberband_end = new_point;\r\n // }\r\n\r\n // }\r\n // _this.adding_points_to_this_path.bringToFront();\r\n // // console.log(house_attachment);\r\n // }\r\n // else if (!_this.adding_points_to_this_path && selected_items.length > 0) {\r\n // // check to see if handle clicked\r\n // // this.handleSelected = null;\r\n // // Do a hit test on selected paths for handles:\r\n // var hitResult = paper.project.activeLayer.hitTest(e.point, { match: (function (o) { return (o.type === \"handle-in\" || o.type === \"handle-out\") }), curves: true, handles: true, tolerance: paper.settings.hitTolerance / paper.view.zoom });\r\n // console.log(hitResult);\r\n // if (hitResult) {\r\n // console.log(hitResult.type);\r\n // // if (hitResult.type === 'handle-in') {\r\n // // this.handleSelected = hitResult.segment.handleIn;\r\n // // } else {\r\n // // this.handleSelected = hitResult.segment.handleOut;\r\n // // };\r\n // // console.log(this.handleSelected);\r\n // let segment = null;\r\n // if (hitResult.type === \"curve\") {\r\n // segment = hitResult.location._segment1;\r\n // }\r\n // else segment = hitResult.segment;\r\n\r\n // hitResult.item.fullySelected = false;\r\n // hitResult.item.selected = true;\r\n // segment.selected = true;\r\n\r\n // _this.adding_points_to_this_path = hitResult.item;\r\n // _this.adding_points_to_this_path_inserting_after_index = segment.index;\r\n // _this.insert = hitResult.item;\r\n // _this.rubberband_from = segment.point;\r\n // if (hitResult.item.segments.length > segment.index + 1) _this.rubberband_end = hitResult.item.segments[segment.index + 1].point;\r\n // else _this.rubberband_end = null;\r\n // rubberband.visible = true;\r\n // }\r\n // else {\r\n // paper.project.deselectAll();\r\n // }\r\n\r\n // }\r\n // else if (!_this.adding_points_to_this_path) {\r\n // // console.log(paper.project.activeLayer.hitTestAll(e.point));\r\n // let hits = paper.project.activeLayer.hitTestAll(e.point);\r\n // if (hits.length > 0 && (!hits[0].item.name || !hits[0].item.name.includes(\"imported_map\"))) {\r\n // if (hits[0].item.fullySelected) return;\r\n // paper.project.deselectAll();\r\n // hits[0].item.selected = true;\r\n // // this.lastPointAdded = hits[0].item.segments[hits[0].item.segments.length-1].point;\r\n // // this.adding_points_to_this_path = hits[0].item;\r\n // }\r\n // else {\r\n // if (paper.project.getItems({ selected: true }).length > 0) {\r\n // paper.project.deselectAll();\r\n // }\r\n // else {\r\n // // begin adding points to new path?\r\n // paper.project.deselectAll();\r\n // var new_path = new paper.Path();\r\n // new_path.strokeColor = 'red';\r\n // new_path.strokeWidth = 4;\r\n // new_path.strokeCap = 'round';\r\n // new_path.strokeJoin = 'round';\r\n // new_path.selected = true;\r\n // var point = new paper.Point(e.point.x, e.point.y);\r\n // new_path.add(point);\r\n // _this.rubberband_from = point;\r\n // _this.rubberband_end = point;\r\n // rubberband.visible = true;\r\n // _this.adding_points_to_this_path = new_path;\r\n // new_path.on('mousedrag', function (e) {\r\n // console.log(e);\r\n // // new_path.position = new_path.position.add(e.delta);\r\n // });\r\n // console.log(\"adding points to\");\r\n // console.log(_this.adding_points_to_this_path);\r\n // }\r\n\r\n // }\r\n // };\r\n // };\r\n\r\n // if (e.event.button === 2) {\r\n // if (_this.adding_points_to_this_path) {\r\n // _this.adding_points_to_this_path.fullySelected = false;\r\n // _this.adding_points_to_this_path = null;\r\n // rubberband.visible = false;\r\n // _this.lastPointAdded = null;\r\n // }\r\n // else {\r\n // paper.project.deselectAll();\r\n // }\r\n // }\r\n // }\r\n\r\n // }\r\n\r\n // paper.view.onKeyDown = function (e) {\r\n // console.log(e);\r\n // var offset;\r\n // if (e.key === \"up\") {\r\n // offset = new paper.Point(0, -15 / paper.view.zoom);\r\n // paper.view.center = paper.view.center.add(offset);\r\n // }\r\n // if (e.key === \"down\") {\r\n // offset = new paper.Point(0, 15 / paper.view.zoom);\r\n // paper.view.center = paper.view.center.add(offset);\r\n // }\r\n // if (e.key === \"left\") {\r\n // offset = new paper.Point(-15 / paper.view.zoom, 0);\r\n // paper.view.center = paper.view.center.add(offset);\r\n // }\r\n // if (e.key === \"right\") {\r\n // offset = new paper.Point(15 / paper.view.zoom, 0);\r\n // paper.view.center = paper.view.center.add(offset);\r\n // }\r\n // if (e.key === \"delete\" || e.key === \"backspace\") {\r\n // var selected_items = paper.project.getItems({ selected: true });\r\n // console.log(selected_items);\r\n // if (selected_items.length > 0) {\r\n // for (var path of selected_items) {\r\n // path.selected = true;\r\n // path.remove();\r\n // // this.adding_points_to_this_path = null;\r\n // // rubberband.visible = false;\r\n // // this.lastPointAdded = null;\r\n // // paper.project.deselectAll();\r\n // }\r\n // }\r\n // }\r\n // if (e.key === \"control\" && _this.adding_points_to_this_path && rubberband.visible && _this.last_onMouseMove_event_data) {\r\n // console.log(_this.last_onMouseMove_event_data.modifiers);\r\n // paper.view.emit('mousemove', _this.last_onMouseMove_event_data);\r\n // }\r\n // }\r\n\r\n // paper.view.onKeyUp = function (e) {\r\n // if (e.key === \"control\" && _this.adding_points_to_this_path && rubberband.visible && _this.last_onMouseMove_event_data) {\r\n // console.log(_this.last_onMouseMove_event_data.modifiers);\r\n // setTimeout(paper.view.emit('mousemove', _this.last_onMouseMove_event_data), 50);\r\n // }\r\n // }\r\n\r\n var hitOptions = {\r\n // Trigger hit only on 'fill' part of the path with 0 tolerance\r\n segments: false,\r\n stroke: false,\r\n fill: true,\r\n tolerance: 0,\r\n };\r\n\r\n let last_hover = null;\r\n\r\n var tool = new paper.Tool(); // Again manually. Life is much easier with script type=\"text/paperscript\"\r\n tool.onMouseMove = function (event) {\r\n // Installig paperjs event\r\n var x = event.point.x;\r\n var y = event.point.y;\r\n\r\n // document.getElementById(\"xycoordinates\").innerHTML = \"Coordinates: (\" + x + \",\" + y + \")\";\r\n\r\n var hitResult = paper.project.activeLayer.hitTest(event.point, hitOptions); // isPointInPath\r\n\r\n if (last_hover && (!hitResult || hitResult.item !== last_hover)) {\r\n // console.log(\"resetiing\", last_hover.opacity_o);\r\n if (last_hover.shadow) {\r\n item.shadowColor = last_hover.shadow.shadowColor;\r\n item.shadowBlur = last_hover.shadow.shadowBlur;\r\n item.shadowOffset = last_hover.shadow.shadowOffset;\r\n } else {\r\n last_hover.shadowColor = null;\r\n last_hover.shadowBlur = 0;\r\n }\r\n // if (last_hover.fillColor) last_hover.fillColor.alpha = last_hover.fillColorAlpha_o?last_hover.fillColorAlpha_o:1;\r\n last_hover = null;\r\n }\r\n\r\n if (hitResult && hitResult.item !== last_hover) {\r\n // console.log(hitResult.item);\r\n let name = GetName(hitResult.item);\r\n if (name) {\r\n // document.body.style.cursor = \"pointer\";\r\n paper.view.element.style.setProperty(\"cursor\", \"pointer\");\r\n var item = hitResult.item;\r\n // console.log(item);\r\n if (!item.shadow)\r\n item.shadow = {\r\n shadowColor: item.shadowColor,\r\n shadowBlur: item.shadowBlur,\r\n shadowOffset: item.shadowOffset,\r\n };\r\n // if (item.opacity = Number(item.opacity)*0.8;\r\n // else if (item.opacity_o>0.25) item.opacity = item.opacity_o*2;\r\n // else item.opacity = 0.75;\r\n // if (!item.fillColorAlpha_o) item.fillColorAlpha_o = item.fillColor.alpha;\r\n // if (item.fillColorAlpha_o > 0.4) item.fillColor.alpha = item.fillColorAlpha_o*0.75;\r\n // else item.fillColor.alpha = item.fillColorAlpha_o*3;\r\n // console.log(name, item.opacity_o , item.opacity);\r\n item.shadowColor = \"green\";\r\n item.shadowBlur = 20;\r\n item.shadowOffset = new paper.Point(0, 0);\r\n last_hover = item;\r\n }\r\n } else if (hitResult && hitResult.item === last_hover) {\r\n paper.view.element.style.setProperty(\"cursor\", \"pointer\");\r\n } else {\r\n if (!window.dragging) paper.view.element.style.setProperty(\"cursor\", \"crosshair\");\r\n if (window.dragging) paper.view.element.style.setProperty(\"cursor\", \"all-scroll\");\r\n }\r\n };\r\n\r\n function GetName(item) {\r\n if (item) {\r\n if (item.name) return item.name;\r\n if (item.parent && item.parent.name && !item.parent.name.startsWith(\"area\")) return item.parent.name;\r\n if (item.parent.parent && item.parent.parent.name && !item.parent.parent.name.startsWith(\"area\"))\r\n return item.parent.parent.name;\r\n }\r\n return null;\r\n }\r\n\r\n var qqCanvas = document.getElementById(\"qqCanvas\");\r\n if (qqCanvas)\r\n qqCanvas.addEventListener(\"wheel\", function (e) {\r\n var delta = e.deltaY;\r\n var zoom = paper.view.zoom * (1 - delta / 4500);\r\n\r\n // zoom = zoom * (1 + delta / 5500);\r\n console.log(zoom + \" \" + delta);\r\n if (zoom > 7) zoom = 7;\r\n if (zoom < 0.03) zoom = 0.03;\r\n paper.view.zoom = zoom;\r\n\r\n offset_grid();\r\n\r\n e.preventDefault();\r\n e.stopPropagation();\r\n });\r\n if (qqCanvas)\r\n qqCanvas.addEventListener(\"contextmenu\", function (e) {\r\n e.preventDefault();\r\n });\r\n}\r\n\r\nexport function toggleGrid(show_grid) {\r\n // let current_bg = document.getElementById(\"qqCanvas\").style.backgroundImage;\r\n // if (!window.paper_bg_default && current_bg && current_bg !== \"none\") window.paper_bg_default = document.getElementById(\"qqCanvas\").style.backgroundImage;\r\n\r\n if (!show_grid) document.getElementById(\"qqCanvas\").style.backgroundImage = \"none\";\r\n else document.getElementById(\"qqCanvas\").style.removeProperty(\"background-image\");\r\n}\r\n\r\nexport function ClosePaper() {\r\n paper.remove();\r\n paper.clear();\r\n window.svg = null;\r\n}\r\n\r\nfunction SetQQAttributes(in_item) {\r\n for (let key in in_item.children) {\r\n let item = in_item.children[key];\r\n\r\n if (item?.name?.includes && item.name.includes(\"type:origin\")) {\r\n console.log(\"ORIGIN FOUND\", item);\r\n window.paper_origin = item.position;\r\n\r\n window.origin_convert = (pt) => {\r\n let out_pt = { ...pt };\r\n if (window.paper_origin) {\r\n out_pt.x = out_pt.x - window.paper_origin.x;\r\n out_pt.y = -(out_pt.y - window.paper_origin.y);\r\n }\r\n return out_pt;\r\n };\r\n window.origin_convert_reverse = (pt) => {\r\n let out_pt = { ...pt };\r\n if (window.paper_origin) {\r\n out_pt.x = out_pt.x + window.paper_origin.x;\r\n out_pt.y = window.paper_origin.y - out_pt.y;\r\n }\r\n return out_pt;\r\n };\r\n }\r\n\r\n if (item?.segments?.length && item.segments.length === 4 && item.fillColor.red === 0.6980392156862745) {\r\n //breacket bg;\r\n item.fillColor.alpha = 0.05;\r\n }\r\n // setting defaults\r\n item.areaIndex = -1;\r\n item.areaNumber = -1;\r\n if (window?.job?.AreaSpecifications && window?.job?.AreaSpecifications.length === 1) {\r\n item.areaIndex = 0;\r\n item.areaNumber = 1;\r\n }\r\n item.ref = \"\";\r\n item.lengthQQ = 0;\r\n let kvp_base = item.name ? item.name : item.parent.name ? item.parent.name : key;\r\n let kvps = kvp_base ? kvp_base.split(\",\") : [];\r\n if (kvp_base && kvps.length > 0) {\r\n for (let kvp of kvps) {\r\n let split = kvp.split(\":\");\r\n let this_key = split[0];\r\n let value = split[1];\r\n\r\n if (this_key === \"len\") item.lengthQQ = Number(value);\r\n else if (this_key === \"area\") {\r\n item.areaIndex = Number(value) - 1;\r\n item.areaNumber = Number(value);\r\n } else if (this_key === \"name\") item.nameQQ = value;\r\n else if (this_key === \"type\") item.typeQQ = value;\r\n else if (this_key === \"eng_capacity\") item.eng_capacity = toNumber(value);\r\n else if (value !== undefined) item[this_key] = value;\r\n else item[this_key] = true;\r\n }\r\n // console.log(data, item);\r\n }\r\n if ([\"sheet\", \"skylight\"].includes(item.sel_type)) {\r\n item.is_roofsheet = true;\r\n if (item.sel_type === \"skylight\") item.is_skylight = true;\r\n // if (COMMON.Contains(key, [\"Ampelite\", \"Polycarbonate\", \"Alsynite\"])) item.is_skylight = true;\r\n }\r\n if (key.includes(\"name:sheet_section_\")) item.remove();\r\n if (item.sel_type === \"gutter\") item.is_gutter = true;\r\n\r\n if (item.sel_type === \"attachment\") {\r\n if (item.typeQQ === \"attachment_ghost\") item.is_attachment_ghost = true;\r\n else item.is_attachment = true;\r\n\r\n if (item.ref === \"unknown\") {\r\n if (item.ref2.startsWith(\"CBR\")) item.ref = \"BackRight-Attachment\";\r\n if (item.ref2.startsWith(\"CBL\")) item.ref = \"BackLeft-Attachment\";\r\n if (item.ref2.startsWith(\"CFR\")) item.ref = \"FrontRight-Attachment\";\r\n if (item.ref2.startsWith(\"CFL\")) item.ref = \"FrontLeft-Attachment\";\r\n }\r\n }\r\n\r\n if (\r\n item.nameQQ &&\r\n (item.nameQQ.startsWith(\"JMB\") || item.nameQQ.startsWith(\"UCE\") || item.nameQQ.startsWith(\"BK50\"))\r\n ) {\r\n item.typeQQ = \"riser_bracket\";\r\n item.sel_type = \"riser_bracket\";\r\n }\r\n\r\n if (item.sel_type && item.sel_type.includes(\"beam\")) {\r\n item.is_beam = true;\r\n }\r\n\r\n if (item.sel_type && item.sel_type === \"brace\") {\r\n item.is_brace = true;\r\n }\r\n\r\n if ((item.sel_type && item.sel_type === \"slat_post\") || item.typeQQ === \"slat_post\") {\r\n item.sel_type = \"slat_post\";\r\n item.typeQQ = \"slat_post\";\r\n item.is_post = false;\r\n } else if ((item.sel_type && item.sel_type === \"post\") || item.typeQQ === \"post\") {\r\n item.is_post = true;\r\n }\r\n\r\n if (item.sel_type && item.sel_type === \"note\") {\r\n item.is_note = true;\r\n }\r\n\r\n if (item.warning) {\r\n item.has_warning = true;\r\n }\r\n\r\n if (item.typeQQ === \"post_label\") {\r\n item.is_post_label = true;\r\n }\r\n if (item.typeQQ === \"bracket_label\") {\r\n item.is_bracket_label = true;\r\n }\r\n if (item.typeQQ === \"slat_panel\") {\r\n item.is_slat = true;\r\n item.sel_type = \"slat_panel\";\r\n // if (!item.ref) item.ref=\"(0,0,0);(0,0,0)\";\r\n }\r\n if (item.typeQQ === \"slat_label\") {\r\n item.sel_type = \"slat_label\";\r\n // if (!item.ref) item.ref=\"(0,0,0);(0,0,0)\";\r\n }\r\n\r\n if (item.typeQQ === \"downpipe\") {\r\n item.is_downpipe = true;\r\n if (!item.ref) item.ref = \"Auto\";\r\n }\r\n\r\n if (item.typeQQ === \"cutout_ghost\") {\r\n item.is_cutout = true;\r\n }\r\n if (!item?.ref2 || item?.ref2 === true) item.ref2 = \"\";\r\n\r\n if (item?.ref2 && item.ref2.startsWith && (item.ref2.startsWith(\"CB\") || item.ref2.startsWith(\"CF\"))) {\r\n item.is_cutout = true;\r\n }\r\n\r\n if ((item.sel_type && item.sel_type === \"slat_post_footing\") || item.typeQQ === \"slat_post_footing\") {\r\n item.sel_type = \"slat_post_footing\";\r\n item.typeQQ = \"slat_post_footing\";\r\n item.is_footing = false;\r\n } else if (item.sel_type && item.sel_type === \"post_footing\") {\r\n item.is_footing = true;\r\n }\r\n\r\n if (\r\n (item.typeQQ && item.typeQQ.startsWith(\"dimension\")) ||\r\n (item.parent && item.parent.typeQQ && item.parent.typeQQ.startsWith(\"dimension\"))\r\n ) {\r\n item.is_dimension = true;\r\n item.sel_type = \"dimension\";\r\n\r\n if (item.typeQQ === \"dimension/overall\" && item?.content && !item.ref) {\r\n let depth = toNumber(GetSpec(item.areaIndex, \"SHAPE\", \"Depth\", -1));\r\n let length = toNumber(GetSpec(item.areaIndex, \"SHAPE\", \"Length\", -1));\r\n let dim_value = toNumber(item.content);\r\n\r\n if (depth === dim_value) item.ref = \"Depth\";\r\n else if (length === dim_value) item.ref = \"Length\";\r\n }\r\n }\r\n\r\n if (item.ref === \"unknown\" && item?.ref2?.startsWith && item.ref2.startsWith(\"C\")) {\r\n if (item.ref2 === \"CFL\") {\r\n item.ref = \"FrontLeft-Attachment\";\r\n }\r\n if (item.ref2 === \"CFR\") {\r\n item.ref = \"FrontRight-Attachment\";\r\n }\r\n if (item.ref2 === \"CBL\") {\r\n item.ref = \"BackLeft-Attachment\";\r\n }\r\n if (item.ref2 === \"CBM\") {\r\n item.ref = \"BackMid-Attachment\";\r\n }\r\n if (item.ref2 === \"CBR\") {\r\n item.ref = \"BackRight-Attachment\";\r\n }\r\n }\r\n\r\n if (item?.warning_msg) {\r\n item.warning_msg = item.warning_msg.replaceAll(\"_\", \" \").replaceAll(\"$$COMMA$$\", \",\");\r\n }\r\n if (item?.warning) {\r\n item.warning = item.warning.replaceAll(\"_\", \" \").replaceAll(\"$$COMMA$$\", \",\");\r\n }\r\n\r\n if (item.typeQQ === \"barge_cap\") {\r\n item.is_barge = true;\r\n }\r\n\r\n if (item.children) {\r\n item = SetQQAttributes(item);\r\n }\r\n\r\n // if (item.typeQQ === \"gutter_label\" || (item.children && item.children.length > 0 && item.children[0].typeQQ && item.children[0].typeQQ === \"gutter_label\")) {\r\n // item.locked = true;\r\n // if (item.children && item.children.length > 0 && item.children[0].typeQQ && item.children[0].typeQQ) item.children[0].locked = true;\r\n // }\r\n }\r\n\r\n return in_item;\r\n}\r\n\r\nexport const GetItems = (parameters) => {\r\n if (window.svg) {\r\n return paper.project.getItems(parameters);\r\n }\r\n return null;\r\n};\r\n\r\nexport function FormatSVGToJob() {\r\n if (window.svg) {\r\n window.base_font_factor = 100;\r\n window.svg = SetQQAttributes(window.svg);\r\n\r\n let deckMode = false;\r\n const carportMode = window?.job?.DesignParameters?.CarportMode === 1;\r\n\r\n if (window?.job?.DesignParameters?.DeckMode) deckMode = true;\r\n\r\n paper.project.getItems({ is_attachment: true }).forEach(function (item) {\r\n // paper.project.activeLayer.addChild(item.parent.parent);\r\n // item.parent.parent.sendToBack();\r\n // paper.project.activeLayer.addChild();\r\n\r\n item.parent.parent.sendToBack();\r\n item.parent.sendToBack();\r\n item.sendToBack();\r\n item.fillPattern = COMMON.BaseURL(\"images/hatching.png\");\r\n });\r\n\r\n paper.project.getItems({ typeQQ: \"cutout_ghost\" }).forEach(function (item) {\r\n if (item.length > 2100) {\r\n if (!deckMode) item.visible = false;\r\n } else {\r\n item.parent.parent.sendToBack();\r\n item.parent.sendToBack();\r\n item.sendToBack();\r\n }\r\n });\r\n\r\n // Remove \"IN GROUND\" text from carport 2D plan view\r\n if (carportMode) {\r\n paper.project.getItems({ typeQQ: \"post\" }).forEach(function (item) {\r\n if (item instanceof paper.PointText && item.parent instanceof paper.Group) {\r\n item.parent.remove();\r\n }\r\n });\r\n }\r\n\r\n paper.project.getItems({ typeQQ: \"attachment_ghost\" }).forEach(function (item) {\r\n if (toNumber(item?.lengthQQ) > 500) {\r\n item.parent.parent.sendToBack();\r\n item.parent.sendToBack();\r\n item.sendToBack();\r\n }\r\n });\r\n\r\n paper.project.getItems({ is_roofsheet: true }).forEach(function (item) {\r\n // paper.project.activeLayer.addChild(item.parent.parent);\r\n // item.parent.parent.sendToBack();\r\n // paper.project.activeLayer.addChild();\r\n item.parent.parent.sendToBack();\r\n item.parent.sendToBack();\r\n item.sendToBack();\r\n // item.opacity = 0.5;\r\n });\r\n\r\n if (deckMode)\r\n paper.project.getItems({ typeQQ: \"cutout_ghost\" }).forEach(function (item) {\r\n if (item.length > 2100) {\r\n item.parent.parent.sendToBack();\r\n item.parent.sendToBack();\r\n item.sendToBack();\r\n }\r\n });\r\n\r\n paper.project.getItems({ is_beam: true }).forEach(function (item) {\r\n paper.project.activeLayer.addChild(item);\r\n });\r\n paper.project.getItems({ typeQQ: \"sheet_label\" }).forEach(function (item) {\r\n paper.project.activeLayer.addChild(item);\r\n });\r\n paper.project.getItems({ typeQQ: \"gutter_label\" }).forEach(function (item) {\r\n paper.project.activeLayer.addChild(item);\r\n });\r\n paper.project.getItems({ is_bracket_label: true }).forEach(function (item) {\r\n paper.project.activeLayer.addChild(item);\r\n });\r\n\r\n let post_data = {};\r\n paper.project.getItems({ is_post: true }).forEach(function (item) {\r\n paper.project.activeLayer.addChild(item);\r\n // item.locked = true;\r\n let split = item.ref.split(\"/\");\r\n if (split.length > 1) {\r\n let ref = split[0] + \"/\" + split[1] + \")\";\r\n post_data[ref] = {\r\n ref: item.ref,\r\n ref2: item.ref2,\r\n ref3: item?.ref3,\r\n ref4: item?.ref4,\r\n areaIndex: item.areaIndex,\r\n areaNumber: item.areaNumber,\r\n adj: item.adj,\r\n code: item.code,\r\n colour: item.colour,\r\n lengthQQ: item.lengthQQ,\r\n nameQQ: item.nameQQ,\r\n };\r\n }\r\n });\r\n\r\n paper.project.getItems({ is_footing: true }).forEach(function (item) {\r\n if (post_data[item.ref]) {\r\n item.post_data = post_data[item.ref];\r\n }\r\n paper.project.activeLayer.addChild(item);\r\n });\r\n\r\n paper.project.getItems({ is_post: true }).forEach(function (item) {\r\n paper.project.activeLayer.addChild(item);\r\n });\r\n\r\n // paper.project.getItems({ is_footing: true }).forEach(function (item) {\r\n // });\r\n paper.project.getItems({ is_downpipe: true }).forEach(function (item) {\r\n paper.project.activeLayer.addChild(item);\r\n });\r\n\r\n // console.log(paper.project.getItems({ class: paper.TextItem }));\r\n // get roofsheet labels\r\n let paper_origin = new paper.Point(0, 0);\r\n\r\n paper.project.getItems({ class: paper.TextItem }).forEach(function (item) {\r\n if (window.LYSAGHT) {\r\n item.fontSize = item.fontSize * 0.8;\r\n item.fontFamily = \"'canada-type-gibson', \" + item.fontFamily;\r\n }\r\n if (item.label_pos_ref && item.name !== \"type:origin\") {\r\n let distance = item.point.getDistance(paper_origin);\r\n if (distance < 1) {\r\n let pnt = COMMON.getPointForRef(item.label_pos_ref);\r\n pnt = window.origin_convert(pnt);\r\n item.point = new paper.Point(pnt.x, pnt.y);\r\n }\r\n }\r\n item.orig_point = new paper.Point(item.point);\r\n });\r\n paper.project.getItems({ has_warning: true }).forEach(function (item) {\r\n let title = \"\";\r\n let message = \"\";\r\n // if (item?.warning === \"FlatHipBeamPostClash\") {\r\n // title = \"Post position error\";\r\n // message = \"You cannot have a post in the corner of a hip area join. Please move this post.\";\r\n // }\r\n if (item?.warning_msg) {\r\n title = item.warning;\r\n message = item.warning_msg;\r\n }\r\n if (title && message) {\r\n paper.project.activeLayer.warning_circle = new paper.Path.Circle({\r\n center: item.position,\r\n radius: 100,\r\n fillColor: null,\r\n strokeColor: \"#9a560d\",\r\n strokeWidth: 30,\r\n dashArray: [30, 20],\r\n });\r\n paper.project.activeLayer.warning_circle.name = \"warning_circle\";\r\n paper.project.activeLayer.warning_circle.is_warning_element = true;\r\n\r\n let warning_exists = false;\r\n paper.project.getItems({ warning_title: title }).forEach(function (warning_item) {\r\n console.log(\"warning_item\", warning_item);\r\n if (warning_item?.warning_title === title) {\r\n warning_exists = true;\r\n\r\n paper.project.activeLayer.warning_line = new paper.Path(item.position, warning_item.position);\r\n let warning_line = paper.project.activeLayer.warning_line;\r\n warning_line.name = \"warning_line\";\r\n warning_line.is_warning_element = true;\r\n warning_line.strokeColor = \"red\";\r\n warning_line.strokeWidth = 6;\r\n warning_line.dashArray = [3, 3];\r\n warning_line.visible = true;\r\n warning_line.bringToFront();\r\n }\r\n });\r\n\r\n if (!warning_exists) {\r\n paper.project.activeLayer.raster_warning = new paper.Raster(\r\n COMMON.BaseURL(\"images/icons8-error-48.png\")\r\n );\r\n let rasterWarning = paper.project.activeLayer.raster_warning;\r\n rasterWarning.warning_title = title;\r\n rasterWarning.is_warning_element = true;\r\n let pnt = item.position.add(new paper.Point(300, 200));\r\n rasterWarning.position = pnt;\r\n rasterWarning.onLoad = function () {\r\n paper.project.activeLayer.warning_line = new paper.Path(item.position, pnt);\r\n let warning_line = paper.project.activeLayer.warning_line;\r\n warning_line.name = \"warning_line\";\r\n warning_line.is_warning_element = true;\r\n warning_line.strokeColor = \"red\";\r\n warning_line.strokeWidth = 6;\r\n warning_line.dashArray = [3, 3];\r\n warning_line.visible = true;\r\n warning_line.bringToFront();\r\n\r\n rasterWarning.name = \"warning_icon\";\r\n rasterWarning.scale(7);\r\n rasterWarning.opacity = 1.0;\r\n rasterWarning.bringToFront();\r\n\r\n rasterWarning.onFrame = function (event) {\r\n if (this.glow_up) this.opacity += 0.008;\r\n else this.opacity -= 0.008;\r\n if (this.opacity < 0.6) this.glow_up = true;\r\n if (this.opacity > 1.0) this.glow_up = false;\r\n\r\n if (this.rotate_back) this.rotate(-0.1);\r\n else this.rotate(0.1);\r\n if (this.rotation > 2) this.rotate_back = true;\r\n if (this.rotation < -2) this.rotate_back = false;\r\n };\r\n\r\n rasterWarning.onMouseEnter = function (event) {\r\n rasterWarning.scale(1.5);\r\n paper.view.element.style.setProperty(\"cursor\", \"pointer\");\r\n };\r\n rasterWarning.onMouseLeave = function (event) {\r\n rasterWarning.scale(2 / 3);\r\n paper.view.element.style.setProperty(\"cursor\", \"crosshair\");\r\n };\r\n\r\n if (message.includes(\"/n\")) {\r\n //split for line breakInside:\r\n let message_split = message.split(\"/n\");\r\n message = [];\r\n let first = true;\r\n for (let str of message_split) {\r\n message.push(
{str}
);\r\n first = false;\r\n }\r\n }\r\n\r\n rasterWarning.onClick = function (event) {\r\n window.dispatch({\r\n type: \"SHOW_DIALOG\",\r\n value: {\r\n title: (\r\n <>\r\n\r\n {props.children}\r\n
\r\n));\r\n\r\nexport const SectionSubHeader = withStyles((theme) => ({\r\n sectionSubHeader: {\r\n font: \"12pt \" + theme.typography.fontFamily,\r\n fontWeight: \"300\",\r\n color: Palette.Control.DarkGrey,\r\n verticalAlign: \"text-top\",\r\n // width: '180px',\r\n paddingTop: \"8px\",\r\n paddingBottom: \"4px\",\r\n whiteSpace: \"nowrap\",\r\n textAlign: \"start\",\r\n paddingLeft: \"7px\",\r\n },\r\n}))((props) => (\r\n \r\n {props.children}\r\n
\r\n));\r\n\r\nexport const ElementHeader = withStyles((theme) => ({\r\n sectionHeader: {\r\n font: \"14px \" + theme.typography.fontFamily,\r\n fontWeight: \"400\",\r\n color: Palette.Control.DarkGrey,\r\n verticalAlign: \"text-top\",\r\n // width: '180px',\r\n paddingTop: \"8px\",\r\n paddingBottom: \"4px\",\r\n whiteSpace: \"nowrap\",\r\n textAlign: \"start\",\r\n paddingLeft: \"7px\",\r\n },\r\n}))((props) => (\r\n \r\n {props.children}\r\n
\r\n));\r\n\r\nexport const SectionContainer = withStyles((theme) => ({\r\n sectionContainer: {\r\n display: \"flex\",\r\n flexDirection: \"column\",\r\n },\r\n}))((props) => (\r\n \r\n {props.children}\r\n
\r\n));\r\n\r\nexport const SectionRow = withStyles((theme) => ({\r\n sectionRow: {\r\n font: \"18pt \" + theme.typography.fontFamily,\r\n fontWeight: \"400\",\r\n color: Palette.Control.DarkGrey,\r\n verticalAlign: \"text-top\",\r\n display: \"flex\",\r\n paddingBottom: \"5px\",\r\n flexDirection: \"row\",\r\n alignSelf: \"flex-start\",\r\n width: \"100%\",\r\n flexFlow: \"wrap\",\r\n },\r\n}))((props) => (\r\n \r\n {props.children}\r\n
\r\n));\r\n\r\nexport const SectionColumn = withStyles((theme) => ({\r\n sectionColumn: {\r\n font: \"18pt \" + theme.typography.fontFamily,\r\n fontWeight: \"400\",\r\n color: Palette.Control.DarkGrey,\r\n verticalAlign: \"text-top\",\r\n display: \"flex\",\r\n paddingBottom: \"5px\",\r\n flexDirection: \"column\",\r\n alignSelf: \"flex-start\",\r\n width: \"100%\",\r\n flexFlow: \"wrap\",\r\n flex: 1,\r\n },\r\n}))((props) => (\r\n \r\n {props.children}\r\n
\r\n));\r\n\r\nexport const HelperText = withStyles((theme) => ({\r\n helperText: {\r\n flex: \"1\",\r\n font: \"13px \" + theme.typography.fontFamily,\r\n color: Palette.Control.DarkGrey,\r\n textAlign: \"start\",\r\n padding: \"4px 0px 4px 10px\",\r\n whiteSpace: \"normal\",\r\n },\r\n}))((props) => (\r\n \r\n {props.children}\r\n
\r\n));\r\n","import React from \"react\";\r\nimport { makeStyles } from \"@material-ui/core/styles\";\r\nimport { Palette } from \"../AppConfig\";\r\nimport ErrorOutlineIcon from \"@material-ui/icons/ErrorOutline\";\r\n\r\nconst useStyles = makeStyles((theme) => ({\r\n root: {\r\n flex: \"1\",\r\n margin: \"2px 2px 2px 8px\",\r\n padding: \"6px 0px 6px 0px\",\r\n textAlign: \"start\",\r\n },\r\n root_tight: {\r\n margin: \"2px 2px 0px 8px\",\r\n padding: \"6px 0px 4px 0px\",\r\n maxWidth: \"100%\",\r\n maxWidth: \"-webkit-fill-available\",\r\n maxWidth: \"-moz-available\",\r\n maxWidth: \"fill-available\",\r\n },\r\n root_extra_tight: {\r\n margin: \"0px 2px 0px 8px\",\r\n padding: \"2px 0px 0px 0px\",\r\n maxWidth: \"100%\",\r\n maxWidth: \"-webkit-fill-available\",\r\n maxWidth: \"-moz-available\",\r\n maxWidth: \"fill-available\",\r\n },\r\n label: {\r\n flex: \"1\",\r\n font: \"14px \" + theme.typography.fontFamily,\r\n fontWeight: theme.brand.FIELDERS ? \"700\" : \"200\",\r\n color: Palette.Control.DarkGrey,\r\n padding: \"6px 0px\",\r\n textAlign: \"start\",\r\n // textShadow: (theme.brand.FIELDERS ? \"0px 0 rgb(88, 88, 91)\" : \"none\"),\r\n // letterSpacing: (theme.brand.FIELDERS ? \"1px\" : \"0px\"),\r\n },\r\n label_tight: {\r\n font: \"13px \" + theme.typography.fontFamily,\r\n fontWeight: theme.brand.FIELDERS ? \"700\" : \"200\",\r\n padding: \"6px 0px 4px 0px\",\r\n maxWidth: \"100%\",\r\n maxWidth: \"-webkit-fill-available\",\r\n maxWidth: \"-moz-available\",\r\n maxWidth: \"fill-available\",\r\n // textShadow: (theme.brand.FIELDERS ? \"0px 0 rgb(88, 88, 91)\" : \"none\"),\r\n // letterSpacing: (theme.brand.FIELDERS ? \"1px\" : \"0px\"),\r\n },\r\n label_extra_tight: {\r\n font: \"12px \" + theme.typography.fontFamily,\r\n fontWeight: theme.brand.FIELDERS ? \"700\" : \"200\",\r\n padding: \"2px 0px 0px 0px\",\r\n maxWidth: \"100%\",\r\n maxWidth: \"-webkit-fill-available\",\r\n maxWidth: \"-moz-available\",\r\n maxWidth: \"fill-available\",\r\n // textShadow: (theme.brand.FIELDERS ? \"0px 0 rgb(88, 88, 91)\" : \"none\"),\r\n // letterSpacing: (theme.brand.FIELDERS ? \"1px\" : \"0px\"),\r\n },\r\n subtitle: {\r\n flex: \"1\",\r\n font: \"13px \" + theme.typography.fontFamily,\r\n fontWeight: theme.brand.FIELDERS ? \"400\" : \"200\",\r\n color: \"#6B8799\",\r\n textAlign: \"end\",\r\n padding: \"4px 0px\",\r\n },\r\n helperText: {\r\n flex: \"1\",\r\n font: \"11px \" + theme.typography.fontFamily,\r\n fontWeight: theme.brand.FIELDERS ? \"400\" : \"200\",\r\n color: Palette.Control.DarkGrey,\r\n textAlign: \"start\",\r\n padding: \"0px 0px 4px 0px\",\r\n whiteSpace: \"normal\",\r\n },\r\n errorText: {\r\n flex: \"1\",\r\n font: \"13px \" + theme.typography.fontFamily,\r\n fontWeight: theme.brand.FIELDERS ? \"400\" : \"200\",\r\n color: Palette.Control.Error,\r\n textAlign: \"start\",\r\n padding: \"0px 0px\",\r\n verticalAlign: \"text-top\",\r\n display: \"flex\",\r\n alignItems: \"center\",\r\n },\r\n input: {\r\n padding: \"2px\",\r\n font: \"16px \" + theme.typography.fontFamily,\r\n fontWeight: theme.brand.FIELDERS ? \"400\" : \"200\",\r\n padding: \"10px 8px\",\r\n },\r\n input_tight: {\r\n padding: \"4px 0px 4px 8px\",\r\n },\r\n textField: {\r\n // root: {\r\n borderRadius: \"0px\",\r\n background: \"white\",\r\n border: \"1px solid #6B8799\",\r\n \"&:before\": {\r\n border: \"none\",\r\n },\r\n // }\r\n },\r\n notchedOutline: {\r\n \"&:focus\": {\r\n borderWidth: \"1px\",\r\n borderColor: \"#002D62 !important\",\r\n },\r\n },\r\n disabled: {\r\n backgroundColor: Palette.Control.LightGrey,\r\n },\r\n endAdornment: {\r\n paddingRight: \"6px\",\r\n font: \"16px \" + theme.typography.fontFamily,\r\n fontWeight: theme.brand.FIELDERS ? \"400\" : \"200\",\r\n color: \"#6B8799\",\r\n },\r\n}));\r\n\r\nexport default function BSL_ControlContainer(props) {\r\n const classes = useStyles();\r\n\r\n return (\r\n \r\n \r\n {props.label}\r\n
\r\n {props.optional && (\r\n \r\n {props.error && (\r\n
\r\n )}\r\n \r\n );\r\n}\r\n","import React from \"react\";\r\nimport { makeStyles, withStyles } from \"@material-ui/core/styles\";\r\nimport { Palette } from \"../AppConfig\";\r\nimport { toNumber } from \"../components/Common\";\r\n\r\nimport TextField from \"@material-ui/core/TextField\";\r\nimport BSL_ControlContainer from \"./BSL_ControlContainer\";\r\nimport { Tooltip } from \"@material-ui/core\";\r\n\r\nconst useStyles = makeStyles((theme) => ({\r\n input: {\r\n padding: \"2px\",\r\n // font: \"16px 'Univers45', sans-serif\",\r\n marginTop: theme.brand.FIELDERS ? \"0px\" : \"2px\",\r\n font: theme.brand.FIELDERS\r\n ? \"200 14px \" + theme.typography.fontFamily\r\n : \"200 13px \" + theme.typography.fontFamily,\r\n padding: \"10px 8px\",\r\n minWidth: \"24px\",\r\n },\r\n input_tight: {\r\n padding: \"4px 0px 4px 8px !important\",\r\n },\r\n input_extra_tight: {\r\n padding: \"4px 0px 4px 8px !important\",\r\n },\r\n textField: {\r\n // root: {\r\n borderRadius: \"0px\",\r\n background: \"white\",\r\n border: theme.brand.FIELDERS ? \"1px solid \" + Palette.FieldersBlue : \"1px solid \" + Palette.Lysaght.DarkBlue,\r\n \"&:before\": {\r\n border: \"none\",\r\n },\r\n // }\r\n },\r\n notchedOutline: {\r\n \"&:focus\": {\r\n borderWidth: \"1px\",\r\n borderColor: theme.brand.FIELDERS\r\n ? Palette.FieldersBlue + \" !important\"\r\n : Palette.Lysaght.LightBlue + \" !important\",\r\n },\r\n },\r\n disabled: {\r\n backgroundColor: Palette.Control.LightGrey,\r\n },\r\n endAdornment: {\r\n paddingLeft: \"1px\",\r\n paddingRight: \"6px\",\r\n font: theme.brand.FIELDERS\r\n ? \"200 14px \" + theme.typography.fontFamily\r\n : \"200 13px \" + theme.typography.fontFamily,\r\n color: theme.brand.FIELDERS ? \"6B8799\" : Palette.Lysaght.DarkGrey,\r\n textShadow: \"none\",\r\n },\r\n startAdornment: {\r\n paddingLeft: \"6px\",\r\n paddingRight: \"1px\",\r\n font: theme.brand.FIELDERS\r\n ? \"200 14px \" + theme.typography.fontFamily\r\n : \"200 13px \" + theme.typography.fontFamily,\r\n color: theme.brand.FIELDERS ? \"6B8799\" : Palette.Lysaght.DarkGrey,\r\n textShadow: \"none\",\r\n },\r\n tooltip: {},\r\n}));\r\n\r\nconst BSL_ToolTip = withStyles((theme) => ({\r\n tooltip: {\r\n backgroundColor: Palette.Control.FieldersDarkBlue,\r\n color: \"white\",\r\n zIndex: 10000,\r\n whiteSpace: \"pre-line\",\r\n },\r\n arrow: {\r\n color: Palette.Control.FieldersDarkBlue,\r\n zIndex: 10000,\r\n },\r\n}))(Tooltip);\r\n\r\nexport default function BSL_TextInput(props) {\r\n const classes = useStyles();\r\n // const [escapePressed, setEscapePressed] = React.useState(false);\r\n const [loaded, setLoaded] = React.useState(false);\r\n const [displayValue, setDisplayValue] = React.useState(null);\r\n const inputRef = React.useRef(null);\r\n\r\n React.useEffect(() => {\r\n if (props.autoFocus) {\r\n if (props.selectAll) {\r\n inputRef.current.select();\r\n } else {\r\n inputRef.current.selectionStart = inputRef.current.value.length;\r\n inputRef.current.selectionEnd = inputRef.current.value.length;\r\n }\r\n }\r\n }, [loaded]);\r\n // React.useEffect(() => {\r\n // if (escapePressed) {\r\n // setEscapePressed(false);\r\n // }\r\n // }, [escapePressed]);// eslint-disable-next-line react-hooks/exhaustive-deps\r\n\r\n if (!loaded && props.autoFocus) setLoaded(true);\r\n\r\n let tooltip = \"\";\r\n if (props.min !== null && props.min !== undefined) {\r\n tooltip += (tooltip === \"\" ? \"\" : \" \") + \"Min:\" + props.min;\r\n // props.label === \"Bonder Delivery Charge\" && (tooltip += \" (0 Will reset to the original cost for non-POA Suburbs/Postcodes)\"); // removed because we need to keep input components as generic KC 23/10/2023\r\n }\r\n if (props.max !== null && props.max !== undefined) tooltip += (tooltip === \"\" ? \"\" : \" \") + \"Max:\" + props.max;\r\n if (props.tooltip) tooltip += (tooltip === \"\" ? \"\" : \" \") + props.tooltip ? props.tooltip : \"\";\r\n\r\n if (props.label == \"Role Code\") {\r\n tooltip += \"\\n0: Dealer Standard\\n10: Dealer Admin\\n90: BBC Standard\\n91: BBC State Admin\\n99: BBC Super User\";\r\n }\r\n\r\n if (props.disabled && props.disabledTooltip) {\r\n tooltip = props.disabledTooltip ? props.disabledTooltip : tooltip;\r\n }\r\n\r\n let inputPropsStyle = props?.inputPropsStyle ? props.inputPropsStyle : {};\r\n\r\n // console.log(\"inputPropsStyle\", inputPropsStyle, props?.inputPropsStyle);\r\n\r\n return (\r\n \r\n
\r\n )}\r\n {props.helperText && (\r\n \r\n {typeof props.helperText === \"function\" ? props.helperText() : props.helperText}\r\n
\r\n )}\r\n {props.endAdornment}
\r\n ) : null,\r\n }}\r\n onKeyPress={(e) => {\r\n if (e.key === \"Enter\" && !props.multiline) {\r\n let out = e;\r\n console.log(\"allCaps\", props.allCaps);\r\n if (props.allCaps) {\r\n out = {};\r\n out.target = {};\r\n out.target.value = e.target.value.toUpperCase();\r\n }\r\n if (props.onEnter) props.onEnter(out);\r\n else e.target.blur();\r\n }\r\n if (props.onKeyPress) props.onKeyPress(e);\r\n }}\r\n onKeyUp={(e) => {\r\n if (e.key === \"Escape\") {\r\n setDisplayValue(null);\r\n }\r\n }}\r\n style={props.textFieldStyle ? props.textFieldStyle : { width: \"95%\" }}\r\n onFocus={(e) => {\r\n if (props?.onFocus) props.onFocus(e);\r\n }}\r\n onClick={props.onClick}\r\n onBlur={(e) => {\r\n let outValue = e.target.value;\r\n\r\n if (\r\n props.preValidate !== \"alpha\" &&\r\n (props.preValidate === \"numeric\" || props.max !== undefined || props.min !== undefined)\r\n ) {\r\n outValue = toNumber(outValue);\r\n if (props.allowZero && outValue === 0) {\r\n } else if (props.max !== undefined && Number(outValue) > Number(props.max))\r\n outValue = props.max;\r\n else if (props.min !== undefined && Number(outValue) < Number(props.min))\r\n outValue = props.min;\r\n }\r\n\r\n if (props.allCaps) outValue = outValue.toUpperCase();\r\n if (props.onBlur) props.onBlur(outValue);\r\n setDisplayValue(null);\r\n }}\r\n onChange={(e) => {\r\n let value = e.target.value;\r\n // if (props.preValidate===\"numeric\") {\r\n // if (value !== \"-\") value = value.replace(/^\\-?(\\d+\\.?\\d*|\\d*\\.?\\d+)$/gi, '')\r\n // }\r\n if (props.preValidate === \"alpha\") {\r\n value = value.replace(/[^([a-zA-Z)]/gi, \"\");\r\n }\r\n if (props.preValidate === \"alphaNumeric\") {\r\n value = value.replace(/[^\\w\\s]/gi, \"\");\r\n }\r\n if (props.preValidate === \"name\") {\r\n value = value.replace(/[^\\w\\s/'/-/(/)/^/®/©/]/gi, \"\");\r\n }\r\n if (props.preValidate === \"numbersOnly\") {\r\n value = value.replace(/[^([0-9)]/gi, \"\");\r\n }\r\n\r\n if (\r\n props.preValidate !== \"alpha\" &&\r\n (props.preValidate === \"numeric\" || props.min || props.max)\r\n ) {\r\n //number only, including negative and decimal\r\n let has_dot_on_end = value.endsWith(\".\");\r\n if (value === \"-\") setDisplayValue(value);\r\n else {\r\n let dec = value?.split(\".\")?.[1];\r\n if (dec && toNumber(dec) === 0) setDisplayValue(value);\r\n else setDisplayValue(+toNumber(value) + (has_dot_on_end ? \".\" : \"\"));\r\n }\r\n } else {\r\n if (props.max) {\r\n if (value.length > props.max) value = value.substring(0, props.max);\r\n }\r\n setDisplayValue(value);\r\n }\r\n if (props.onChange) props.onChange(value);\r\n }}\r\n />\r\n \r\n \r\n \r\n {props.title && (\r\n \r\n {props.title}\r\n \r\n )}\r\n {(props.children || props.text || props.allowMultilineInput) && (\r\n \r\n {props.text && (\r\n \r\n {props.text}\r\n \r\n )}\r\n {props.allowMultilineInput && (\r\n {\r\n setInputText(value);\r\n if (props?.inputBlur) props.inputBlur(value);\r\n }}\r\n onChange={(value) => {\r\n setInputText(value);\r\n if (props?.inputOnChange) props.inputOnChange(value);\r\n }}\r\n />\r\n )}\r\n {props.children}\r\n \r\n )}\r\n \r\n {props.button4Text && (\r\n props.button4Click(inputText)}\r\n disabled={props.button4Disabled}\r\n secondary\r\n >\r\n {props.button4Text}\r\n \r\n )}\r\n {props.button3Text && (\r\n props.button3Click(inputText)}\r\n disabled={props.button3Disabled}\r\n secondary\r\n >\r\n {props.button3Text}\r\n \r\n )}\r\n {props.button2Text && (\r\n props.button2Click(inputText)}\r\n disabled={props.button2Disabled}\r\n secondary\r\n >\r\n {props.button2Text}\r\n \r\n )}\r\n {props.button1Text && (\r\n props.button1Click(inputText)}\r\n disabled={props.button1Disabled}\r\n color=\"primary\"\r\n >\r\n {props.button1Text}\r\n \r\n )}\r\n \r\n \r\n
\r\n );\r\n}\r\n","/* eslint-disable react/jsx-pascal-case */\r\nimport React from \"react\";\r\n// import { toUpper } from \"lodash\";\r\nimport { Palette } from \"../AppConfig\";\r\nimport FilterSelect from \"react-select\";\r\n// import Input from \"@material-ui/core/Input\";\r\nimport Select from \"@material-ui/core/Select\";\r\nimport MenuItem from \"@material-ui/core/MenuItem\";\r\nimport InputBase from \"@material-ui/core/InputBase\";\r\n// import { WindowsMotionController } from \"babylonjs\";\r\n// import InputLabel from \"@material-ui/core/InputLabel\";\r\nimport { useDispatch } from \"react-redux\";\r\n// import { useSelector, useDispatch } from \"react-redux\";\r\n// import FormControl from \"@material-ui/core/FormControl\";\r\nimport BSL_ControlContainer from \"./BSL_ControlContainer\";\r\nimport { Tooltip } from \"@material-ui/core\";\r\nimport { makeStyles, withStyles } from \"@material-ui/core/styles\";\r\nimport KeyboardArrowDownIcon from \"@material-ui/icons/KeyboardArrowDown\";\r\n// import Tooltip from '@material-ui/core/Tooltip';\r\n\r\nconst BSL_Input = withStyles((theme) => ({\r\n root: (props) => ({\r\n width: props.width ? props.width : \"100%\",\r\n \"label + &\": {\r\n marginTop: theme.spacing(3),\r\n },\r\n \"& img\": {\r\n width: \"32px\",\r\n height: \"12px\",\r\n paddingRight: \"2px\",\r\n },\r\n \"&.Mui-disabled\": {\r\n border: \"none\",\r\n },\r\n border: \"1px solid \" + (props.children ? Palette.Control.DarkBlueTrans : Palette.Lysaght.DarkBlue),\r\n \"&.Mui-focused\": {\r\n border: \"2px solid \" + (props.children ? Palette.Control.DarkBlueTrans : Palette.Lysaght.LightBlue),\r\n },\r\n \"&:hover\": {\r\n boxShadow: \"0px 0px 2px \" + (props.children ? Palette.Control.DarkBlueTrans : Palette.Lysaght.LightBlue),\r\n },\r\n }),\r\n input: (props) => ({\r\n width: \"100%\",\r\n borderRadius: 2,\r\n textAlign: \"start\",\r\n position: \"relative\",\r\n border: \"0px solid #6b8799\",\r\n padding: \"4px 26px 4px 12px\",\r\n marginTop: theme.brand.FIELDERS ? \"0px\" : \"2px\",\r\n // backgroundColor: theme.palette.background.paper,\r\n // Use the system font instead of the default Roboto font.\r\n transition: theme.transitions.create([\"border-color\", \"box-shadow\"]),\r\n font: theme.brand.FIELDERS\r\n ? \"400 14px \" + theme.typography.fontFamily\r\n : \"200 14px \" + theme.typography.fontFamily,\r\n \"&:focus\": {\r\n // borderRadius: 4,\r\n border: \"0px solid \" + (props.children ? Palette.Control.DarkBlueTrans : Palette.Lysaght.DarkBlue),\r\n boxShadow: \"0 0 0 0.2rem rgba(0,123,255,.25)\",\r\n },\r\n \"& .MuiOutlinedInput-notchedOutline\": {\r\n border: \"0px solid \" + (props.children ? Palette.Control.DarkBlueTrans : Palette.Lysaght.DarkBlue),\r\n },\r\n \"&.Mui-focused\": {\r\n border: \"0px solid \" + (props.children ? Palette.Control.DarkBlueTrans : Palette.Lysaght.DarkBlue),\r\n },\r\n }),\r\n}))(InputBase);\r\n\r\nexport const BSL_MenuItem = withStyles((theme) => ({\r\n root: {\r\n font: theme.brand.FIELDERS\r\n ? \"400 14px \" + theme.typography.fontFamily\r\n : \"200 14px \" + theme.typography.fontFamily,\r\n\r\n minHeight: \"32px\",\r\n padding: \"4px 14px 4px 24px\",\r\n \"&:hover\": {\r\n backgroundColor: Palette.Control.LightGrey,\r\n \"& .MuiListItemIcon-root, & .MuiListItemText-primary\": {\r\n // color: theme.palette.common.white,\r\n },\r\n },\r\n },\r\n}))(MenuItem);\r\n\r\nconst useStyles = makeStyles((theme) => ({\r\n root: {\r\n textShadow: \"none\",\r\n },\r\n input: {\r\n flex: \"1\",\r\n padding: \"4px 0px\",\r\n color: Palette.Control.DarkGrey,\r\n font: \"14px \" + theme.typography.fontFamily,\r\n },\r\n input_tight: {\r\n padding: \"2px 0px 0px 0px\",\r\n font: \"13px \" + theme.typography.fontFamily,\r\n },\r\n margin: {\r\n margin: \"2px 2px 0px 8px\",\r\n },\r\n menu_paper: {\r\n border: \"1px solid \" + Palette.Control.DarkBlueTrans,\r\n },\r\n thumbnail: {\r\n width: \"80px\",\r\n height: \"24px\",\r\n objectFit: \"contain\",\r\n paddingRight: \"10px\",\r\n },\r\n disabled: {\r\n color: Palette.Control.Grey,\r\n },\r\n}));\r\n\r\nconst FilterSelectStyles = (open) => ({\r\n dropdownIndicator: (base, state) => ({\r\n ...base,\r\n transition: \"all .2s ease\",\r\n transform: open ? \"rotate(180deg)\" : null,\r\n color: \"#767676\",\r\n }),\r\n singleValue: (provided) => ({ ...provided, color: \"#666\" }),\r\n option: (provided, state) => ({\r\n ...provided,\r\n color: \"black\",\r\n backgroundColor: state.isSelected ? \"#ebebeb\" : state.isDisabled ? \"#f6f6f6\" : \"inherit\",\r\n \"&:hover\": { backgroundColor: state.isSelected ? \"#ebebeb\" : state.isDisabled ? \"#f6f6f6\" : \"#ebebeb\" },\r\n textAlign: state.isDisabled ? \"center\" : \"inherit\",\r\n }),\r\n menu: (provided) => ({\r\n ...provided,\r\n marginTop: 0,\r\n fontSize: 12,\r\n borderwidth: 10,\r\n overflow: \"hidden\",\r\n opacity: open ? 1 : 0,\r\n width: open ? \"100%\" : \"65%\",\r\n height: open ? \"300px\" : \"0px\",\r\n transition: \"all 0.2s ease-in-out\",\r\n visibility: open ? \"visible\" : \"hidden\",\r\n }),\r\n control: (provided, state) => ({\r\n ...provided,\r\n\r\n border: open\r\n ? \"2px solid \" + (window.brand === \"Fielders\" ? Palette.Control.DarkBlueTrans : Palette.Lysaght.LightBlue)\r\n : \"1px solid \" + (window.brand === \"Fielders\" ? Palette.Control.DarkBlueTrans : Palette.Lysaght.DarkBlue),\r\n\r\n \"&:hover\": {\r\n boxShadow: open\r\n ? `0px 0px 0px ${\r\n window.brand === \"Fielders\" ? Palette.Control.DarkBlueTrans : Palette.Lysaght.LightBlue\r\n }`\r\n : `0px 0px 2px ${\r\n window.brand === \"Fielders\" ? Palette.Control.DarkBlueTrans : Palette.Lysaght.LightBlue\r\n }`,\r\n },\r\n\r\n height: \"29px\",\r\n minHeight: \"29px\",\r\n borderRadius: \"0px\",\r\n background: \"#fff\",\r\n outlineOffset: \"-1px\",\r\n marginTop: \"0px\",\r\n }),\r\n valueContainer: (provided, state) => ({\r\n ...provided,\r\n height: \"29px\",\r\n padding: \"0 6px\",\r\n }),\r\n\r\n input: (provided, state) => ({\r\n ...provided,\r\n margin: \"0px\",\r\n }),\r\n indicatorSeparator: (state) => ({\r\n display: \"none\",\r\n }),\r\n indicatorsContainer: (provided, state) => ({\r\n ...provided,\r\n height: \"29px\",\r\n }),\r\n});\r\n\r\nexport function BSL_FilterSelect(props) {\r\n const classes = useStyles();\r\n const [open, setOpen] = React.useState(false);\r\n\r\n const handleOpenMenu = (value) => {\r\n if (!props.isDisabled) {\r\n setOpen(value);\r\n } else if (open) {\r\n setOpen(false);\r\n }\r\n };\r\n\r\n return (\r\n handleOpenMenu(!open)}>\r\n handleOpenMenu(false)}\r\n styles={FilterSelectStyles(open)}\r\n />\r\n
\r\n \r\n \r\n {item[displayKey]}\r\n \r\n
\r\n \r\n \r\n {item[displayKey]}\r\n \r\n
\r\n \r\n {currentMessage.type === \"error\" && (\r\n
\r\n )}\r\n \r\n );\r\n}\r\n","/* eslint-disable react/jsx-pascal-case */\r\nimport React from \"react\";\r\n\r\nimport PropTypes from \"prop-types\";\r\nimport BSL_Button from \"../BSL_Button\";\r\nimport { API_BASE } from \"../../AppConfig\";\r\nimport { deepCopy, fetchTimeout } from \"../Common\";\r\nimport { Dialog, makeStyles } from \"@material-ui/core\";\r\n\r\nexport const useUploadStyles = makeStyles({\r\n image: {\r\n width: \"100%\",\r\n textAlign: \"center\",\r\n height: \"100px\",\r\n display: \"flex\",\r\n alignItems: \"center\",\r\n border: \"2px dotted #8585b1\",\r\n margin: \"00px\",\r\n justifyContent: \"center\",\r\n\r\n objectFit: \"contain\",\r\n \"&:hover\": {\r\n backgroundColor: \"#eeeeee69\",\r\n },\r\n },\r\n input: {\r\n display: \"none\",\r\n },\r\n import_image: {\r\n // width: '96%',\r\n marginLeft: \"5px\",\r\n marginTop: \"5px\",\r\n zIndex: \"10\",\r\n position: \"absolute\",\r\n textAlign: \"left\",\r\n alignItems: \"flex-end\",\r\n justifyContent: \"flex-start\",\r\n },\r\n closeButton: {\r\n position: \"absolute\",\r\n right: \"30px\",\r\n },\r\n});\r\n\r\nexport const uploadFile = ({ file, inputRef, props, setLoading, setFileinputKey, setImage }) => {\r\n if (!inputRef?.current?.files) return;\r\n if (inputRef.current.files[0].size > 1048000 * (props.sizeLimitMB ? props.sizeLimitMB : 8)) {\r\n if (props.onError)\r\n props.onError({\r\n type: \"warning\",\r\n message:\r\n \"Error: File is too large to attach. Max size = \" +\r\n (props.sizeLimitMB ? props.sizeLimitMB : 8) +\r\n \"MB\",\r\n });\r\n return;\r\n }\r\n\r\n var FR = new FileReader();\r\n\r\n FR.addEventListener(\"load\", function (e2) {\r\n setLoading(true);\r\n\r\n let api_url = API_BASE() + \"document/\" + props.documentFolder + \"/\" + props.documentSaveFilename;\r\n fetchTimeout(\r\n api_url,\r\n {\r\n method: \"PUT\",\r\n headers: {\r\n \"Content-Type\": \"application/json\",\r\n },\r\n body: JSON.stringify({\r\n document_type: props.documentType,\r\n base_64: true,\r\n document_name: inputRef.current.files[0].name,\r\n document_save_name: props?.documentSaveFilename\r\n ? props?.documentSaveFilename\r\n : inputRef.current.files[0].name,\r\n document_data: e2.target.result,\r\n recompressImage: props.recompressImage ? props.recompressImage : false,\r\n resizeImageByMaxWidth: props.resizeImageByMaxWidth ? props.resizeImageByMaxWidth : 0,\r\n }),\r\n },\r\n 60000\r\n )\r\n .then((response) => response.json())\r\n .then((json) => {\r\n e2.target.value = null;\r\n let filename = inputRef.current.files[0].name;\r\n setFileinputKey(Math.random().toString(36));\r\n console.log(deepCopy(json));\r\n if (json.Error) {\r\n throw json.Error;\r\n }\r\n setLoading(false);\r\n setImage(e2.target.result);\r\n if (props.onSuccess)\r\n props.onSuccess({\r\n type: \"success\",\r\n message: \"Image Successfuly imported\",\r\n filename: json.document_filename,\r\n });\r\n })\r\n .catch((e) => {\r\n setLoading(false);\r\n console.log(e);\r\n if (props.onError)\r\n props.onError({\r\n type: \"error\",\r\n message: \"Image failed to import\",\r\n });\r\n });\r\n });\r\n\r\n FR.readAsDataURL(file);\r\n};\r\n\r\nexport const SimpleDialog = (props) => {\r\n const classes = useUploadStyles();\r\n const { onClose, selectedValue, open, image_url, mainAction } = props;\r\n\r\n const handleClose = () => {\r\n onClose();\r\n };\r\n\r\n return (\r\n {currentMessage.message}
\r\n NO DOCUMENT FOLDER PROVIDED
;\r\n\r\n return (\r\n \r\n \r\n uploadFile({ file: e.target.files[0], inputRef, props, setLoading, setFileinputKey, setImage })\r\n }\r\n />\r\n \r\n
\r\n {props.backgroundText}
: \r\n {\r\n setDeleteName(markup?.DisplayName ? markup?.DisplayName : key);\r\n setDeleteKey(key);\r\n }}\r\n >\r\n \r\n updateMarkup({ key, param: \"DisplayName\", value: val, BusinessDetails, props })\r\n }\r\n />\r\n
\r\n \r\n \r\n updateMarkup({ key, param: \"Material\", value: val, BusinessDetails, props })\r\n }\r\n />\r\n
\r\n \r\n {\" \"}\r\n \r\n updateMarkup({ key, param: \"Installation\", value: val, BusinessDetails, props })\r\n }\r\n />{\" \"}\r\n
\r\n \r\n {\" \"}\r\n \r\n updateMarkup({ key, param: \"PackingAndDel\", value: val, BusinessDetails, props })\r\n }\r\n />{\" \"}\r\n
\r\n \r\n {\" \"}\r\n \r\n updateMarkup({ key, param: \"Commission\", value: val, BusinessDetails, props })\r\n }\r\n />{\" \"}\r\n
\r\n \r\n \r\n Settings for {BusinessDetails.Name} (all users) \r\n\r\n {props.admin && (\r\n <>\r\n \r\n \r\n \r\n updateNewUserBusiness(\"Status\")(e, value, {\r\n BusinessDetails,\r\n props,\r\n validationSchema,\r\n checkJobStateValidationSchema,\r\n errorState,\r\n })\r\n }\r\n />\r\n \r\n updateNewUserBusiness(\"Type\")(e, val, {\r\n BusinessDetails,\r\n props,\r\n validationSchema,\r\n checkJobStateValidationSchema,\r\n errorState,\r\n })\r\n }\r\n />\r\n \r\n updateNewUserBusiness(\"EngineerOverride\")(e, val, {\r\n BusinessDetails,\r\n props,\r\n validationSchema,\r\n checkJobStateValidationSchema,\r\n errorState,\r\n })\r\n }\r\n />\r\n \r\n \r\n Linked Offering to Business License \r\n \r\n\r\n \r\n {loading ? (\r\n ({\r\n value: business.Key,\r\n label: business.Display,\r\n poa: business.POA,\r\n state: business.State,\r\n }))}\r\n value={BusinessDetails?.Offer?.LinkedBusiness?.map((selected) => ({\r\n value: selected.value,\r\n label: selected.label,\r\n poa: selected.poa,\r\n state: selected.state,\r\n }))}\r\n onChange={(selectedOptions) => {\r\n updateOffer(selectedOptions);\r\n }}\r\n styles={customStyles}\r\n />\r\n )}\r\n \r\n \r\n \r\n updateNewUserBusiness(\"id\")(e, val, {\r\n BusinessDetails,\r\n props,\r\n validationSchema,\r\n checkJobStateValidationSchema,\r\n errorState,\r\n })\r\n }\r\n error={errorState?.id}\r\n style={{ flex: 1 }}\r\n helperText={\"*changing is NOT recommended\"}\r\n />\r\n \r\n updateNewUserBusiness(\"Name\")(e, val, {\r\n BusinessDetails,\r\n props,\r\n validationSchema,\r\n checkJobStateValidationSchema,\r\n errorState,\r\n })\r\n }\r\n style={{ flex: 5 }}\r\n helperText={\"*sync with Salesforce\"}\r\n />\r\n \r\n updateNewUserBusiness(\"LYVESAccount\")(e, val, {\r\n BusinessDetails,\r\n props,\r\n validationSchema,\r\n checkJobStateValidationSchema,\r\n errorState,\r\n })\r\n }\r\n style={{ flex: 2 }}\r\n helperText={\"*sync with Salesforce\"}\r\n />\r\n \r\n \r\n \r\n updateNewUserBusiness(\"discount\")(e, val, {\r\n BusinessDetails,\r\n props,\r\n validationSchema,\r\n checkJobStateValidationSchema,\r\n errorState,\r\n })\r\n }\r\n error={errorState?.discount}\r\n style={{ flex: 1 }}\r\n InputProps={{\r\n style: {\r\n textAlign: \"right\",\r\n },\r\n }}\r\n />\r\n \r\n updateNewUserBusiness(\"DeliveryFee\")(e, val, {\r\n BusinessDetails,\r\n props,\r\n validationSchema,\r\n checkJobStateValidationSchema,\r\n errorState,\r\n })\r\n }\r\n error={errorState?.DeliveryFee}\r\n style={{ flex: 1 }}\r\n InputProps={{\r\n style: {\r\n textAlign: \"right\",\r\n },\r\n }}\r\n />\r\n \r\n updateNewUserBusiness(\"PackingFee\")(e, val, {\r\n BusinessDetails,\r\n props,\r\n validationSchema,\r\n checkJobStateValidationSchema,\r\n errorState,\r\n })\r\n }\r\n error={errorState?.PackingFee}\r\n style={{ flex: 1 }}\r\n InputProps={{\r\n style: {\r\n textAlign: \"right\",\r\n },\r\n }}\r\n />\r\n {\r\n let newBusinessDetails = deepCopy(BusinessDetails);\r\n newBusinessDetails.DistLevel = e.target.value;\r\n if (props.UpdateBusiness) props.UpdateBusiness(newBusinessDetails);\r\n }}\r\n style={{\r\n flex: \"none\",\r\n width: \"150px\",\r\n }}\r\n />\r\n \r\n \r\n \r\n Fixed Price Kits \r\n \r\n \r\n \r\n \r\n \r\n \r\n )}\r\n\r\n \r\n {\r\n updateNewUserBusiness(\"Logo\")(null, message.filename, {\r\n BusinessDetails,\r\n props,\r\n validationSchema,\r\n checkJobStateValidationSchema,\r\n errorState,\r\n });\r\n setShowMessage(message);\r\n }}\r\n onError={setShowMessage}\r\n onClear={() => {\r\n updateNewUserBusiness(\"Logo\")(null, \"\", {\r\n BusinessDetails,\r\n props,\r\n validationSchema,\r\n checkJobStateValidationSchema,\r\n errorState,\r\n });\r\n }}\r\n documentFolder={\"BUS_\" + BusinessDetails.Code}\r\n documentFilename={BusinessDetails.Logo ? BusinessDetails.Logo : \"logo\"}\r\n documentType=\"logo\"\r\n sizeLimitMB={1}\r\n />\r\n \r\n \r\n \r\n updateNewUserBusiness(\"ABN\")(e, val, {\r\n BusinessDetails,\r\n props,\r\n validationSchema,\r\n checkJobStateValidationSchema,\r\n errorState,\r\n })\r\n }\r\n error={errorState?.ABN}\r\n />\r\n \r\n updateNewUserBusiness(\"BuildingLicence\")(e, val, {\r\n BusinessDetails,\r\n props,\r\n validationSchema,\r\n checkJobStateValidationSchema,\r\n errorState,\r\n })\r\n }\r\n error={errorState?.BuildingLicence}\r\n />\r\n \r\n\r\n \r\n \r\n updateNewUserBusiness(\"Email\")(e, val, {\r\n BusinessDetails,\r\n props,\r\n validationSchema,\r\n checkJobStateValidationSchema,\r\n errorState,\r\n })\r\n }\r\n helperText={\"*sync with Salesforce\"}\r\n />\r\n \r\n updateNewUserBusiness(\"Phone\")(e, val, {\r\n BusinessDetails,\r\n props,\r\n validationSchema,\r\n checkJobStateValidationSchema,\r\n errorState,\r\n })\r\n }\r\n helperText={\"*sync with Salesforce\"}\r\n />\r\n \r\n\r\n {sourcePage === \"ManageUser\" && (\r\n <>\r\n Address for Quotes \r\n Billing Address \r\n \r\n \r\n \r\n \r\n Shipping Address \r\n \r\n \r\n \r\n \r\n \r\n {getAddress({ BusinessDetails, isBillingAddress })}\r\n \r\n \r\n )}\r\n\r\n Markups \r\n \r\n \r\n \r\n \r\n \r\n \r\n \r\n \r\n {\" \"}\r\n Commission{\" \"}\r\n
\r\n \r\n \r\n {markup_rows}\r\n\r\n \r\n \r\n \r\n \r\n \r\n {\" \"}\r\n Name{\" \"}\r\n
\r\n \r\n Material
\r\n Installation
\r\n Pack & Del
\r\n \r\n \r\n \r\n \r\n \r\n {\" \"}\r\n Deposit\r\n
\r\n {\" \"}\r\n
\r\n \r\n \r\n {\" \"}\r\n
\r\n {\" \"}\r\n Progress 1
\r\n {\" \"}\r\n
\r\n \r\n {\" \"}\r\n
\r\n {\" \"}\r\n Progress 2
\r\n {\" \"}\r\n
\r\n \r\n {\" \"}\r\n
\r\n {\" \"}\r\n \r\n
\r\n \r\n updatePaymentStructure({ param: \"Deposit\", value, BusinessDetails, props })\r\n }\r\n />\r\n
\r\n \r\n {\" \"}\r\n \r\n updatePaymentStructure({\r\n param: \"Progress1\",\r\n value,\r\n BusinessDetails,\r\n props,\r\n })\r\n }\r\n />{\" \"}\r\n
\r\n \r\n {\" \"}\r\n \r\n updatePaymentStructure({\r\n param: \"Progress2\",\r\n value,\r\n BusinessDetails,\r\n props,\r\n })\r\n }\r\n />{\" \"}\r\n
\r\n {paymentStructure.SupplyOnlyDeposit}%
\r\n \r\n
\r\n \r\n Are you sure you would like to delete this markup ({deleteName})?
\r\n \r\n {\r\n setDeleteName(markup?.DisplayName ? markup?.DisplayName : key);\r\n setDeleteKey(key);\r\n }}\r\n >\r\n updateMarkup(key, \"DisplayName\", val)}\r\n />\r\n
\r\n \r\n updateMarkup(key, \"Material\", val)}\r\n />\r\n
\r\n \r\n {\" \"}\r\n updateMarkup(key, \"Installation\", val)}\r\n />{\" \"}\r\n
\r\n \r\n {\" \"}\r\n updateMarkup(key, \"PackingAndDel\", val)}\r\n />{\" \"}\r\n
\r\n \r\n {\" \"}\r\n updateMarkup(key, \"Commission\", val)}\r\n />{\" \"}\r\n
\r\n \r\n \r\n\r\n \r\n User Settings \r\n {user?.apiKey != null && (\r\n <>\r\n \r\n \r\n \r\n )}\r\n \r\n \r\n \r\n \r\n \r\n {toNumber(user?.Role) >= 9 && (\r\n \r\n \r\n LogOut({ dispatch })}\r\n secondary\r\n style={{\r\n alignSelf: \"center\",\r\n }}\r\n >\r\n Log Out\r\n \r\n \r\n\r\n \r\n
\r\n \r\n API KEY: {user?.apiKey}\r\n
\r\n\r\n
\r\n \r\n\r\n Are you sure you would like to delete this markup ({deleteName})?
\r\n \r\n
\r\n );\r\n }\r\n\r\n let colour_array_rows = [];\r\n\r\n for (let colour_array_key in config.colour_arrays) {\r\n let colours_chips = [];\r\n for (let colour of config.colour_arrays[colour_array_key]) {\r\n colours_chips.push(\r\n \r\n {}}>\r\n \r\n updateMarkup(key, \"DisplayName\", val)}\r\n />\r\n
\r\n \r\n dispatch(updateSiteParameters(\"ExistingStructure.RoofColour\", colour))}\r\n />\r\n dispatch(updateSiteParameters(\"ExistingStructure.RoofColour\", colour))}\r\n />\r\n dispatch(updateSiteParameters(\"ExistingStructure.RoofColour\", colour))}\r\n />\r\n\r\n updateMarkup(key, \"DisplayName\", val)}\r\n />\r\n updateMarkup(key, \"DisplayName\", val)}\r\n />\r\n
\r\n \r\n
\r\n );\r\n }\r\n\r\n return (\r\n \r\n {}}>\r\n \r\n {\r\n alert(\r\n \"warning: changing the name of an existing colour list is not recommeneded and may cause any linked product list or offering item to lose their colour references.\"\r\n );\r\n }}\r\n // onBlur={(val) => updateMarkup(key, \"DisplayName\", val)}\r\n />\r\n
\r\n \r\n {colours_chips}\r\n
\r\n \r\n \r\n Manage Colour Lists \r\n {colour_array_rows}\r\n\r\n \r\n addMarkup(val)}\r\n />\r\n
\r\n \r\n \r\n \r\n
\r\n {colour_rows}\r\n\r\n Main Colour
\r\n Secondary Colour
\r\n Contrast Colour
\r\n Opacity
\r\n Code
\r\n \r\n \r\n \r\n {\r\n setCurrentBusinessId(e.target.value);\r\n }}\r\n />\r\n\r\n setShowCodeGenerator(true)}\r\n style={{\r\n maxWidth: \"300px\",\r\n maxHeight: \"32px\",\r\n alignSelf: \"end\",\r\n marginLeft: \"72px\",\r\n marginBottom: \"7px\",\r\n }}\r\n />\r\n\r\n \r\n {loading && \r\n \r\n \r\n \r\n {currentBusiness?.Status !== \"ARCHIVED\" && (\r\n setShowArchiveBusiness(true)}\r\n style={{ margin: \"10px\" }}\r\n />\r\n \r\n\r\n {loading && \r\n\r\n \r\n Manage Users \r\n {\r\n return {\r\n Key: user.id,\r\n Display:\r\n user.FirstName + (user.LastName ? \" \" + user.LastName : \"\"),\r\n };\r\n })\r\n : []\r\n }\r\n onChange={(e, val) => {\r\n setCurrentUserId(val);\r\n }}\r\n />\r\n\r\n {currentUserId && currentUser && (\r\n \r\n Editing Details for{\" \"}\r\n {currentUser.FirstName +\r\n (currentUser.LastName ? \" \" + currentUser.LastName : \"\")}\r\n \r\n User Settings \r\n\r\n \r\n \r\n \r\n \r\n\r\n {currentUser.Role <= user.Role && (\r\n {\r\n let updateUser = deepCopy(currentUser);\r\n updateUser[\"Role\"] = val;\r\n updateUser[\"RoleName\"] = \"\";\r\n for (let role of roleTypes) {\r\n if (role.Key === val) updateUser[\"RoleName\"] = role.Display;\r\n }\r\n setCurrentUser(updateUser);\r\n }}\r\n helperText={\"*sync with Salesforce\"}\r\n />\r\n )}\r\n\r\n \r\n \r\n\r\n \r\n \r\n\r\n \r\n \r\n\r\n \r\n {\r\n actUser(currentUser.Email);\r\n }}\r\n />\r\n )}\r\n \r\n \r\n \r\n )}\r\n \r\n \r\n
\r\n )}\r\n \r\n \r\n updateSuggestion(value)}\r\n onChange={(value) => updateSuggestion(value)}\r\n />\r\n \r\n SUGGESTED CODE:\r\n
\r\n\r\n {codeSuggestion}\r\n
\r\n \r\n \r\n \r\n )}\r\n\r\n {currentBusiness && showArchiveBusiness && (\r\n \r\n
\r\n
\r\n \r\n )}\r\n\r\n {currentBusiness && showDeleteBusiness && (\r\n \r\n Are you sure you would like to{\" \"}\r\n {currentBusiness?.Status === \"ARCHIVED\" ? \"SET ACTIVE\" : \"ARCHIVE\"} this Business (\r\n {currentBusiness.Name})?\r\n
\r\n \r\n
\r\n \r\n )}\r\n \r\n );\r\n}","export const FIELDERS_ENGLOAD_JOBS = {\r\n FTLC01346: {\r\n AttachmentBracketResults: {},\r\n MaxResultOverAll: 0.432191547259624,\r\n BeamResults: {\r\n \",\": \"0.331891409581977=Bending Moment\",\r\n \"FB2,\": \"0.0666914640573752=Vertical Shear\",\r\n \"R2,\": \"0.0125514272681507=Vertical Shear\",\r\n \"FB1,\": \"0.331891409581977=Bending Moment\",\r\n \"R1,\": \"0.0334704727150685=Vertical Shear\",\r\n },\r\n BeamResultsDetailed: {},\r\n ColumnResults: {\r\n C2: \"0.413=Deflection (20.6mm)\",\r\n C5: \"0.047=Deflection (2.4mm)\",\r\n C1: \"0.413=Deflection (20.6mm)\",\r\n C4: \"0.047=Deflection (2.4mm)\",\r\n C3: \"0.432=Deflection (21.6mm)\",\r\n },\r\n AttachmentBracketResultsDetailed: {},\r\n Errors: {\r\n max_beam_column_exceeded: false,\r\n max_col_column_exceeded: false,\r\n },\r\n BeamAttachmentBracketResults: {},\r\n maxResultOverAllText: \"Limiting Member = C3 CR=0.432 - Deflection (21.6mm)\",\r\n AreaMaxResults: {\r\n 0: {\r\n MaxResult: 0.432191547259624,\r\n FasciaMax: 0.331891409581977,\r\n NumRafters: 2,\r\n NumColumns: 5,\r\n AttachmentBracketsMaxText: \"\",\r\n MaxResultText: \"Limiting Member = C3 CR=0.432 - Deflection (21.6mm)\",\r\n NumPurlins: 0,\r\n ColumnsMax: 0.432191547259624,\r\n RATRETSTR: \"-1.0000000,-1.0000000,-1.0000000,-1.0000000,-1.0000000,Type 1\",\r\n ColumnsMaxText: \"Limiting Member = C3 CR=0.432 - Deflection (21.6mm)\",\r\n RafterMax: 0.0334704727150685,\r\n NumFasciaBeams: 2,\r\n JoinBeamMax: 0,\r\n OtherMax: 0.331891409581977,\r\n AttachmentBracketsMax: -1,\r\n },\r\n },\r\n ColumnResultsDetailed: {\r\n C2: {\r\n ref: \"C2\",\r\n area: 0,\r\n type: \"Column\",\r\n member_size: \"65x65x3.0\",\r\n embedment: 500,\r\n height: 3140,\r\n total_compression_kn: 2.45441701250781,\r\n total_tension_kn: -1.57164051561914,\r\n max_strength: 0.0414263257212977,\r\n max_deflection_mm: 50,\r\n max_deflection: 0.412685219040132,\r\n max_capacity_ratio: 0.412685219040132,\r\n max_capacity_ratio_limit_state: \"Deflection (20.6mm)\",\r\n },\r\n C5: {\r\n ref: \"C5\",\r\n area: 0,\r\n type: \"Column\",\r\n member_size: \"50x50x3.0\",\r\n embedment: 500,\r\n height: 1200,\r\n total_compression_kn: 0,\r\n total_tension_kn: 0,\r\n max_strength: 0,\r\n max_deflection_mm: 50,\r\n max_deflection: 0.0470202092307692,\r\n max_capacity_ratio: 0.0470202092307692,\r\n max_capacity_ratio_limit_state: \"Deflection (2.4mm)\",\r\n },\r\n C1: {\r\n ref: \"C1\",\r\n area: 0,\r\n type: \"Column\",\r\n member_size: \"65x65x3.0\",\r\n embedment: 500,\r\n height: 3140,\r\n total_compression_kn: 2.69875146332781,\r\n total_tension_kn: -1.72809555985708,\r\n max_strength: 0.0458307863650412,\r\n max_deflection_mm: 50,\r\n max_deflection: 0.412685219040132,\r\n max_capacity_ratio: 0.412685219040132,\r\n max_capacity_ratio_limit_state: \"Deflection (20.6mm)\",\r\n },\r\n C4: {\r\n ref: \"C4\",\r\n area: 0,\r\n type: \"Column\",\r\n member_size: \"50x50x3.0\",\r\n embedment: 500,\r\n height: 1200,\r\n total_compression_kn: 0,\r\n total_tension_kn: 0,\r\n max_strength: 0,\r\n max_deflection_mm: 50,\r\n max_deflection: 0.0470202092307692,\r\n max_capacity_ratio: 0.0470202092307692,\r\n max_capacity_ratio_limit_state: \"Deflection (2.4mm)\",\r\n },\r\n C3: {\r\n ref: \"C3\",\r\n area: 0,\r\n type: \"Column\",\r\n member_size: \"65x65x3.0\",\r\n embedment: 500,\r\n height: 3186,\r\n total_compression_kn: 0.925556970682143,\r\n total_tension_kn: -0.592663278988393,\r\n max_strength: 0.0150492014302351,\r\n max_deflection_mm: 50,\r\n max_deflection: 0.432191547259624,\r\n max_capacity_ratio: 0.432191547259624,\r\n max_capacity_ratio_limit_state: \"Deflection (21.6mm)\",\r\n },\r\n },\r\n \"BeamResults.TestValueChecksum\": 43.0113310900011,\r\n BeamPointLoadPeakCalcs: [],\r\n ProcessedLoadData: {\r\n Beams: {\r\n R1: {\r\n Name: \"R1\",\r\n AreaIndex: 0,\r\n BeamType: \"1586510\",\r\n Length: 3220,\r\n PointLoadData: {\r\n FB1: {\r\n Name: \"FB1\",\r\n End: 1,\r\n Side: 0,\r\n Location: 0,\r\n Bracket: \"BK2\",\r\n },\r\n },\r\n NumPointLoads: 1,\r\n SupportData: {\r\n FB1: {\r\n Name: \"FB1\",\r\n End: 1,\r\n Side: 0,\r\n Location: 0,\r\n Bracket: \"BK2\",\r\n },\r\n C1: {\r\n Name: \"C1\",\r\n End: 1,\r\n Side: 0,\r\n Location: 0,\r\n Bracket: \"BK2\",\r\n },\r\n W1: {\r\n Name: \"W1\",\r\n End: 2,\r\n Side: 0,\r\n Location: 3242.49,\r\n Bracket: \"BK2\",\r\n },\r\n },\r\n NumSupports: 3,\r\n ExtraData: {\r\n END_STATE_1: \"To Beam\",\r\n END_STATE_2: \"To Wall\",\r\n FA_1: \"0.00\",\r\n FA_2: \"0.00\",\r\n X: \"33\",\r\n PARENT_LEN: \"3302\",\r\n },\r\n },\r\n FB1: {\r\n Name: \"FB1\",\r\n AreaIndex: 0,\r\n BeamType: \"1586510\",\r\n Length: 5810,\r\n PointLoadData: {\r\n R1: {\r\n Name: \"R1\",\r\n End: 1,\r\n Side: 0,\r\n Location: 0,\r\n Bracket: \"BK2\",\r\n },\r\n R2: {\r\n Name: \"R2\",\r\n End: 1,\r\n Side: 0,\r\n Location: 5820,\r\n Bracket: \"BK2\",\r\n },\r\n },\r\n NumPointLoads: 2,\r\n SupportData: {\r\n R1: {\r\n Name: \"R1\",\r\n End: 1,\r\n Side: 0,\r\n Location: 0,\r\n Bracket: \"BK2\",\r\n },\r\n C1: {\r\n Name: \"C1\",\r\n End: 1,\r\n Side: 0,\r\n Location: 0,\r\n Bracket: \"BK2\",\r\n },\r\n R2: {\r\n Name: \"R2\",\r\n End: 2,\r\n Side: 0,\r\n Location: 5820,\r\n Bracket: \"BK2\",\r\n },\r\n C2: {\r\n Name: \"C2\",\r\n End: 2,\r\n Side: 0,\r\n Location: 5820,\r\n Bracket: \"BK2\",\r\n },\r\n },\r\n NumSupports: 4,\r\n ExtraData: {\r\n END_STATE_1: \"To Beam\",\r\n END_STATE_2: \"To Beam\",\r\n FA_1: \"0.00\",\r\n FA_2: \"0.00\",\r\n X: \"00\",\r\n PARENT_LEN: \"5950\",\r\n },\r\n },\r\n FB2: {\r\n Name: \"FB2\",\r\n AreaIndex: 0,\r\n BeamType: \"1586510\",\r\n Length: 3254,\r\n PointLoadData: {\r\n R2: {\r\n Name: \"R2\",\r\n End: 2,\r\n Side: 0,\r\n Location: 0,\r\n Bracket: \"BK2\",\r\n },\r\n },\r\n NumPointLoads: 1,\r\n SupportData: {\r\n R2: {\r\n Name: \"R2\",\r\n End: 1,\r\n Side: 0,\r\n Location: 0,\r\n Bracket: \"BK46\",\r\n },\r\n C3: {\r\n Name: \"C3\",\r\n End: 1,\r\n Side: 0,\r\n Location: 6.64,\r\n Bracket: \"BK46\",\r\n },\r\n W1: {\r\n Name: \"W1\",\r\n End: 2,\r\n Side: 0,\r\n Location: 3267.96,\r\n Bracket: \"BK46\",\r\n },\r\n },\r\n NumSupports: 3,\r\n ExtraData: {\r\n END_STATE_1: \"To Beam\",\r\n END_STATE_2: \"To Wall\",\r\n FA_1: \"53.31\",\r\n FA_2: \"-53.31\",\r\n X: \"5931\",\r\n PARENT_LEN: \"3181\",\r\n },\r\n },\r\n R2: {\r\n Name: \"R2\",\r\n AreaIndex: 0,\r\n BeamType: \"1586510\",\r\n Length: 1254,\r\n PointLoadData: {\r\n FB1: {\r\n Name: \"FB1\",\r\n End: 2,\r\n Side: 0,\r\n Location: 0,\r\n Bracket: \"BK2\",\r\n },\r\n FB2: {\r\n Name: \"FB2\",\r\n End: 1,\r\n Side: 0,\r\n Location: 1276.29,\r\n Bracket: \"BK46\",\r\n },\r\n },\r\n NumPointLoads: 2,\r\n SupportData: {\r\n FB1: {\r\n Name: \"FB1\",\r\n End: 1,\r\n Side: 0,\r\n Location: 0,\r\n Bracket: \"BK2\",\r\n },\r\n C2: {\r\n Name: \"C2\",\r\n End: 1,\r\n Side: 0,\r\n Location: 0,\r\n Bracket: \"BK2\",\r\n },\r\n FB2: {\r\n Name: \"FB2\",\r\n End: 2,\r\n Side: 0,\r\n Location: 1276.29,\r\n Bracket: \"BK2\",\r\n },\r\n C3: {\r\n Name: \"C3\",\r\n End: 2,\r\n Side: 0,\r\n Location: 1276.29,\r\n Bracket: \"BK2\",\r\n },\r\n },\r\n NumSupports: 4,\r\n ExtraData: {\r\n END_STATE_1: \"To Beam\",\r\n END_STATE_2: \"To Beam\",\r\n FA_1: \"0.00\",\r\n FA_2: \"0.00\",\r\n X: \"5918\",\r\n PARENT_LEN: \"3302\",\r\n },\r\n },\r\n },\r\n Cols: {\r\n C1: {\r\n Name: \"C1\",\r\n AreaIndex: 0,\r\n ColumnType: \"65mm x 65mm x 3mm P/C\",\r\n Height: 3140,\r\n TopBracket: \"\",\r\n GroundConnection: \"Concrete In\",\r\n Embedment: 500,\r\n ExternalConnector: \"0\",\r\n BaseConnector: \"\",\r\n },\r\n C2: {\r\n Name: \"C2\",\r\n AreaIndex: 0,\r\n ColumnType: \"65mm x 65mm x 3mm P/C\",\r\n Height: 3140,\r\n TopBracket: \"\",\r\n GroundConnection: \"Concrete In\",\r\n Embedment: 500,\r\n ExternalConnector: \"0\",\r\n BaseConnector: \"\",\r\n },\r\n C3: {\r\n Name: \"C3\",\r\n AreaIndex: 0,\r\n ColumnType: \"65mm x 65mm x 3mm P/C\",\r\n Height: 3186,\r\n TopBracket: \"\",\r\n GroundConnection: \"Concrete In\",\r\n Embedment: 500,\r\n ExternalConnector: \"0\",\r\n BaseConnector: \"\",\r\n },\r\n C4: {\r\n Name: \"C4\",\r\n AreaIndex: 0,\r\n ColumnType: \"50mm x 50mm x 3mm P/C\",\r\n Height: 1200,\r\n TopBracket: \"ECCP \",\r\n GroundConnection: \"Concrete In\",\r\n Embedment: 500,\r\n ExternalConnector: \"0\",\r\n BaseConnector: \"\",\r\n },\r\n C5: {\r\n Name: \"C5\",\r\n AreaIndex: 0,\r\n ColumnType: \"50mm x 50mm x 3mm P/C\",\r\n Height: 1200,\r\n TopBracket: \"ECCP \",\r\n GroundConnection: \"Concrete In\",\r\n Embedment: 500,\r\n ExternalConnector: \"0\",\r\n BaseConnector: \"\",\r\n },\r\n },\r\n },\r\n },\r\n FTNC00199: {\r\n AttachmentBracketResults: {},\r\n MaxResultOverAll: 0.777755725902869,\r\n BeamResults: {\r\n \"P2,\": \"0.192485877686359=Deflection-W UP (-6.9mm)\",\r\n \"PO3,PO4,\": \"0.557271976990099=Bending Moment\",\r\n \"EB3,\": \"0.228833809075283=Vertical Shear\",\r\n \"EB2a,\": \"0.0701010727224954=Vertical Shear\",\r\n \"P3a,P3b,P4b,P4c,\": \"0.324860864279356=Deflection-W UP (-11.6mm)\",\r\n \"P3,\": \"0.324860864279356=Deflection-W UP (-11.6mm)\",\r\n \"EB3b,\": \"0.228833809075283=Vertical Shear\",\r\n \"EB3c,EB3d,EB3e,EB3f,EB3g,EB3h,\": \"0.00463831413073245=Vertical Shear\",\r\n \"PR1,PR2,\": \"0.365523606367645=Deflection-W UP (-29.2mm)\",\r\n \"P1c,P2a,\": \"0.0017007347301949=Vertical Shear\",\r\n \"P3c,P4a,\": \"0.00287035163827081=Vertical Shear\",\r\n \"EB3a,EB3j,\": \"0.000724906908798373=Vertical Shear\",\r\n \"EB3i,\": \"0.228574041892383=Vertical Shear\",\r\n \"PO1,PO2,\": \"0.327277911791179=Bending Moment\",\r\n \"EB1b,\": \"0.0699806661416912=Vertical Shear\",\r\n \"P4,\": \"0.324860864279356=Deflection-W UP (-11.6mm)\",\r\n \",\": \"0.557271976990099=Bending Moment\",\r\n \"P1,\": \"0.192485877686359=Deflection-W UP (-6.9mm)\",\r\n \"EB1a,EB2b,\": \"0.069409295834998=Vertical Shear\",\r\n \"P1a,P1b,P2b,P2c,\": \"0.192485877686359=Deflection-W UP (-6.9mm)\",\r\n \"EB2,\": \"0.0701010727224954=Vertical Shear\",\r\n \"EB1,\": \"0.0699806661416912=Vertical Shear\",\r\n },\r\n BeamResultsDetailed: {},\r\n ColumnResults: {\r\n PC4: \"0.778=Strength\",\r\n PC2: \"0.375=Strength\",\r\n PC3: \"0.778=Strength\",\r\n PC1: \"0.375=Strength\",\r\n },\r\n AttachmentBracketResultsDetailed: {},\r\n Errors: {\r\n max_beam_column_exceeded: false,\r\n max_col_column_exceeded: false,\r\n },\r\n BeamAttachmentBracketResults: {},\r\n maxResultOverAllText: \"Limiting Member = PC3 CR=0.778 - Strength\",\r\n AreaMaxResults: {\r\n 0: {\r\n MaxResult: 0.777755725902869,\r\n PurlinMax: 0.324860864279356,\r\n NumRafters: 3,\r\n NumColumns: 4,\r\n AttachmentBracketsMaxText: \"\",\r\n MaxResultText: \"Limiting Member = PC3 CR=0.778 - Strength\",\r\n NumPurlins: 8,\r\n ColumnsMax: 0.777755725902869,\r\n RATRETSTR: \"-1,-1,-1,-1,-1\",\r\n ColumnsMaxText: \"Limiting Member = PC3 CR=0.778 - Strength\",\r\n RafterMax: 0.557271976990099,\r\n NumFasciaBeams: 0,\r\n EdgeBeamMax: 0.228833809075283,\r\n JoinBeamMax: 0,\r\n OtherMax: 0.557271976990099,\r\n AttachmentBracketsMax: -1,\r\n },\r\n },\r\n ColumnResultsDetailed: {\r\n PC4: {\r\n ref: \"PC4\",\r\n area: 0,\r\n type: \"Portal Column\",\r\n member_size: \"1586510\",\r\n embedment: 500,\r\n height: 2204,\r\n total_compression_kn: 7.03296122048863,\r\n total_tension_kn: -6.75186391260564,\r\n max_strength: 0.777755725902869,\r\n max_deflection_mm: 50,\r\n max_deflection: 0,\r\n max_capacity_ratio: 0.777755725902869,\r\n max_capacity_ratio_limit_state: \"Strength\",\r\n },\r\n PC2: {\r\n ref: \"PC2\",\r\n area: 0,\r\n type: \"Portal Column\",\r\n member_size: \"1586510\",\r\n embedment: 500,\r\n height: 2204,\r\n total_compression_kn: 4.1873528575346,\r\n total_tension_kn: -4.07148193677389,\r\n max_strength: 0.374655012568961,\r\n max_deflection_mm: 50,\r\n max_deflection: 0,\r\n max_capacity_ratio: 0.374655012568961,\r\n max_capacity_ratio_limit_state: \"Strength\",\r\n },\r\n PC3: {\r\n ref: \"PC3\",\r\n area: 0,\r\n type: \"Portal Column\",\r\n member_size: \"1586510\",\r\n embedment: 500,\r\n height: 2204,\r\n total_compression_kn: 7.03152599705886,\r\n total_tension_kn: -6.75050786903078,\r\n max_strength: 0.777755725902869,\r\n max_deflection_mm: 50,\r\n max_deflection: 0,\r\n max_capacity_ratio: 0.777755725902869,\r\n max_capacity_ratio_limit_state: \"Strength\",\r\n },\r\n PC1: {\r\n ref: \"PC1\",\r\n area: 0,\r\n type: \"Portal Column\",\r\n member_size: \"1586510\",\r\n embedment: 500,\r\n height: 2204,\r\n total_compression_kn: 4.1873528575346,\r\n total_tension_kn: -4.07148193677389,\r\n max_strength: 0.374655012568961,\r\n max_deflection_mm: 50,\r\n max_deflection: 0,\r\n max_capacity_ratio: 0.374655012568961,\r\n max_capacity_ratio_limit_state: \"Strength\",\r\n },\r\n },\r\n \"BeamResults.TestValueChecksum\": 16.3769503502313,\r\n BeamPointLoadPeakCalcs: [\r\n {\r\n BeamName: \"PO1,PO2,\",\r\n BeamType: \"Portal Rafter\",\r\n Length: 7514,\r\n Column: \"I\",\r\n PointLoads: [\r\n {\r\n Name: \"P3a\",\r\n Location: 1812,\r\n },\r\n {\r\n Name: \"P1a\",\r\n Location: 3625,\r\n },\r\n {\r\n Name: \"P2c\",\r\n Location: 3893,\r\n },\r\n {\r\n Name: \"P4c\",\r\n Location: 5706,\r\n },\r\n ],\r\n },\r\n {\r\n BeamName: \"PO3,PO4,\",\r\n BeamType: \"Portal Rafter\",\r\n Length: 7514,\r\n Column: \"J\",\r\n PointLoads: [\r\n {\r\n Name: \"P3a\",\r\n Location: 1812,\r\n },\r\n {\r\n Name: \"P3b\",\r\n Location: 1812,\r\n },\r\n {\r\n Name: \"P1a\",\r\n Location: 3625,\r\n },\r\n {\r\n Name: \"P1b\",\r\n Location: 3625,\r\n },\r\n {\r\n Name: \"P2b\",\r\n Location: 3893,\r\n },\r\n {\r\n Name: \"P2c\",\r\n Location: 3893,\r\n },\r\n {\r\n Name: \"P4b\",\r\n Location: 5706,\r\n },\r\n {\r\n Name: \"P4c\",\r\n Location: 5706,\r\n },\r\n ],\r\n },\r\n {\r\n BeamName: \"PR1,PR2,\",\r\n BeamType: \"Welded Rafter\",\r\n Length: 7134,\r\n Column: \"K\",\r\n PointLoads: [\r\n {\r\n Name: \"P3b\",\r\n Location: 1622,\r\n },\r\n {\r\n Name: \"P3c\",\r\n Location: 1622,\r\n },\r\n {\r\n Name: \"P1b\",\r\n Location: 3435,\r\n },\r\n {\r\n Name: \"P1c\",\r\n Location: 3435,\r\n },\r\n {\r\n Name: \"P2a\",\r\n Location: 3703,\r\n },\r\n {\r\n Name: \"P2b\",\r\n Location: 3703,\r\n },\r\n {\r\n Name: \"P4a\",\r\n Location: 5516,\r\n },\r\n {\r\n Name: \"P4b\",\r\n Location: 5516,\r\n },\r\n ],\r\n },\r\n ],\r\n ProcessedLoadData: {\r\n Beams: {\r\n PO1: {\r\n Name: \"PO1\",\r\n AreaIndex: 0,\r\n BeamType: \"1586510\",\r\n Length: 3757,\r\n PointLoadData: {\r\n P3: {\r\n Name: \"P3\",\r\n End: 0,\r\n Side: 0,\r\n Location: 1812.95,\r\n Bracket: \"\",\r\n },\r\n P1: {\r\n Name: \"P1\",\r\n End: 0,\r\n Side: 0,\r\n Location: 3625.9,\r\n Bracket: \"\",\r\n },\r\n },\r\n NumPointLoads: 2,\r\n SupportData: {\r\n PC1: {\r\n Name: \"PC1\",\r\n End: 1,\r\n Side: 0,\r\n Location: 84.07,\r\n Bracket: \"CON3\",\r\n },\r\n PO2: {\r\n Name: \"PO2\",\r\n End: 2,\r\n Side: 0,\r\n Location: 3761.87,\r\n Bracket: \"CON\",\r\n },\r\n },\r\n NumSupports: 2,\r\n ExtraData: {\r\n END_STATE_1: \"To Beam\",\r\n FA_1: \"0.00\",\r\n FA_2: \"0.00\",\r\n X: \"33\",\r\n PARENT_LEN: \"3762\",\r\n },\r\n },\r\n PO2: {\r\n Name: \"PO2\",\r\n AreaIndex: 0,\r\n BeamType: \"1586510\",\r\n Length: 3757,\r\n PointLoadData: {\r\n P2: {\r\n Name: \"P2\",\r\n End: 0,\r\n Side: 0,\r\n Location: 135.97,\r\n Bracket: \"\",\r\n },\r\n P4: {\r\n Name: \"P4\",\r\n End: 0,\r\n Side: 0,\r\n Location: 1948.92,\r\n Bracket: \"\",\r\n },\r\n },\r\n NumPointLoads: 2,\r\n SupportData: {\r\n PO1: {\r\n Name: \"PO1\",\r\n End: 1,\r\n Side: 0,\r\n Location: 0,\r\n Bracket: \"CON\",\r\n },\r\n PC2: {\r\n Name: \"PC2\",\r\n End: 2,\r\n Side: 0,\r\n Location: 3677.8,\r\n Bracket: \"CON3\",\r\n },\r\n },\r\n NumSupports: 2,\r\n ExtraData: {\r\n END_STATE_1: \"Connect\",\r\n END_STATE_2: \"To Beam\",\r\n FA_1: \"0.00\",\r\n FA_2: \"0.00\",\r\n X: \"33\",\r\n PARENT_LEN: \"3762\",\r\n },\r\n },\r\n PO3: {\r\n Name: \"PO3\",\r\n AreaIndex: 0,\r\n BeamType: \"1586510\",\r\n Length: 3757,\r\n PointLoadData: {\r\n P3: {\r\n Name: \"P3\",\r\n End: 0,\r\n Side: 0,\r\n Location: 1812.95,\r\n Bracket: \"\",\r\n },\r\n P1: {\r\n Name: \"P1\",\r\n End: 0,\r\n Side: 0,\r\n Location: 3625.9,\r\n Bracket: \"\",\r\n },\r\n },\r\n NumPointLoads: 2,\r\n SupportData: {\r\n PC3: {\r\n Name: \"PC3\",\r\n End: 1,\r\n Side: 0,\r\n Location: 84.07,\r\n Bracket: \"CON3\",\r\n },\r\n PO4: {\r\n Name: \"PO4\",\r\n End: 2,\r\n Side: 0,\r\n Location: 3761.87,\r\n Bracket: \"CON\",\r\n },\r\n },\r\n NumSupports: 2,\r\n ExtraData: {\r\n END_STATE_1: \"To Beam\",\r\n FA_1: \"0.00\",\r\n FA_2: \"0.00\",\r\n X: \"2853\",\r\n PARENT_LEN: \"3762\",\r\n },\r\n },\r\n PO4: {\r\n Name: \"PO4\",\r\n AreaIndex: 0,\r\n BeamType: \"1586510\",\r\n Length: 3757,\r\n PointLoadData: {\r\n P2: {\r\n Name: \"P2\",\r\n End: 0,\r\n Side: 0,\r\n Location: 135.97,\r\n Bracket: \"\",\r\n },\r\n P4: {\r\n Name: \"P4\",\r\n End: 0,\r\n Side: 0,\r\n Location: 1948.92,\r\n Bracket: \"\",\r\n },\r\n },\r\n NumPointLoads: 2,\r\n SupportData: {\r\n PO3: {\r\n Name: \"PO3\",\r\n End: 1,\r\n Side: 0,\r\n Location: 0,\r\n Bracket: \"CON\",\r\n },\r\n PC4: {\r\n Name: \"PC4\",\r\n End: 2,\r\n Side: 0,\r\n Location: 3677.8,\r\n Bracket: \"CON3\",\r\n },\r\n },\r\n NumSupports: 2,\r\n ExtraData: {\r\n END_STATE_1: \"Connect\",\r\n END_STATE_2: \"To Beam\",\r\n FA_1: \"0.00\",\r\n FA_2: \"0.00\",\r\n X: \"2853\",\r\n PARENT_LEN: \"3762\",\r\n },\r\n },\r\n PR1: {\r\n Name: \"PR1\",\r\n AreaIndex: 0,\r\n BeamType: \"1586510\",\r\n Length: 3567,\r\n PointLoadData: {\r\n P3: {\r\n Name: \"P3\",\r\n End: 0,\r\n Side: 0,\r\n Location: 1622.9,\r\n Bracket: \"\",\r\n },\r\n P1: {\r\n Name: \"P1\",\r\n End: 0,\r\n Side: 0,\r\n Location: 3435.85,\r\n Bracket: \"\",\r\n },\r\n },\r\n NumPointLoads: 2,\r\n SupportData: {\r\n EB3: {\r\n Name: \"EB3\",\r\n End: 1,\r\n Side: 0,\r\n Location: 0,\r\n Bracket: \"BK33\",\r\n },\r\n PR2: {\r\n Name: \"PR2\",\r\n End: 2,\r\n Side: 0,\r\n Location: 3571.82,\r\n Bracket: \"CON\",\r\n },\r\n },\r\n NumSupports: 2,\r\n ExtraData: {\r\n END_STATE_1: \"To Beam\",\r\n FA_1: \"0.00\",\r\n FA_2: \"0.00\",\r\n X: \"5623\",\r\n PARENT_LEN: \"3572\",\r\n },\r\n },\r\n PR2: {\r\n Name: \"PR2\",\r\n AreaIndex: 0,\r\n BeamType: \"1586510\",\r\n Length: 3567,\r\n PointLoadData: {\r\n P2: {\r\n Name: \"P2\",\r\n End: 0,\r\n Side: 0,\r\n Location: 135.97,\r\n Bracket: \"\",\r\n },\r\n P4: {\r\n Name: \"P4\",\r\n End: 0,\r\n Side: 0,\r\n Location: 1948.92,\r\n Bracket: \"\",\r\n },\r\n },\r\n NumPointLoads: 2,\r\n SupportData: {\r\n PR1: {\r\n Name: \"PR1\",\r\n End: 1,\r\n Side: 0,\r\n Location: 0,\r\n Bracket: \"CON\",\r\n },\r\n EB3: {\r\n Name: \"EB3\",\r\n End: 2,\r\n Side: 0,\r\n Location: 3571.82,\r\n Bracket: \"BK33\",\r\n },\r\n },\r\n NumSupports: 2,\r\n ExtraData: {\r\n END_STATE_1: \"Connect\",\r\n END_STATE_2: \"To Beam\",\r\n FA_1: \"0.00\",\r\n FA_2: \"0.00\",\r\n X: \"5623\",\r\n PARENT_LEN: \"3572\",\r\n },\r\n },\r\n IF1: {\r\n Name: \"IF1\",\r\n AreaIndex: 0,\r\n BeamType: \"1086510\",\r\n Length: 7160,\r\n PointLoadData: {},\r\n NumPointLoads: 0,\r\n SupportData: {},\r\n NumSupports: 0,\r\n ExtraData: {\r\n END_STATE_1: \"To Beam\",\r\n END_STATE_2: \"To Beam\",\r\n FA_1: \"0.00\",\r\n FA_2: \"0.00\",\r\n X: \"33\",\r\n PARENT_LEN: \"7170\",\r\n },\r\n },\r\n U1: {\r\n Name: \"U1\",\r\n AreaIndex: 0,\r\n BeamType: \"656510\",\r\n Length: 1568,\r\n PointLoadData: {},\r\n NumPointLoads: 0,\r\n SupportData: {},\r\n NumSupports: 0,\r\n ExtraData: {\r\n END_STATE_1: \"To Beam\",\r\n END_STATE_2: \"To Beam\",\r\n FA_1: \"0.00\",\r\n FA_2: \"0.00\",\r\n X: \"33\",\r\n PARENT_LEN: \"1378\",\r\n },\r\n },\r\n U2: {\r\n Name: \"U2\",\r\n AreaIndex: 0,\r\n BeamType: \"656510\",\r\n Length: 1496,\r\n PointLoadData: {},\r\n NumPointLoads: 0,\r\n SupportData: {},\r\n NumSupports: 0,\r\n ExtraData: {\r\n END_STATE_1: \"To Beam\",\r\n END_STATE_2: \"To Beam\",\r\n FA_1: \"0.00\",\r\n FA_2: \"0.00\",\r\n X: \"5623\",\r\n PARENT_LEN: \"1306\",\r\n },\r\n },\r\n EB1: {\r\n Name: \"EB1\",\r\n AreaIndex: 0,\r\n BeamType: \"1586510\",\r\n Length: 5700,\r\n PointLoadData: {\r\n EB3: {\r\n Name: \"EB3\",\r\n End: 2,\r\n Side: 0,\r\n Location: 5622.5,\r\n Bracket: \"BK2\",\r\n },\r\n },\r\n NumPointLoads: 1,\r\n SupportData: {\r\n PC1: {\r\n Name: \"PC1\",\r\n End: 0,\r\n Side: 0,\r\n Location: 32.5,\r\n Bracket: \"BK21\",\r\n },\r\n PC3: {\r\n Name: \"PC3\",\r\n End: 0,\r\n Side: 0,\r\n Location: 2852.5,\r\n Bracket: \"BK21\",\r\n },\r\n W1: {\r\n Name: \"W1\",\r\n End: 2,\r\n Side: 0,\r\n Location: 5705,\r\n Bracket: \"BK2\",\r\n },\r\n },\r\n NumSupports: 3,\r\n ExtraData: {\r\n END_STATE_1: \"End Cap\",\r\n END_STATE_2: \"To Wall\",\r\n FA_1: \"0.00\",\r\n FA_2: \"0.00\",\r\n X: \"00\",\r\n PARENT_LEN: \"5705\",\r\n },\r\n },\r\n U3: {\r\n Name: \"U3\",\r\n AreaIndex: 0,\r\n BeamType: \"656510\",\r\n Length: 5705,\r\n PointLoadData: {},\r\n NumPointLoads: 0,\r\n SupportData: {},\r\n NumSupports: 0,\r\n ExtraData: {\r\n END_STATE_1: \"End Cap\",\r\n END_STATE_2: \"End Cap\",\r\n FA_1: \"0.00\",\r\n FA_2: \"0.00\",\r\n X: \"00\",\r\n PARENT_LEN: \"5705\",\r\n },\r\n },\r\n EB2: {\r\n Name: \"EB2\",\r\n AreaIndex: 0,\r\n BeamType: \"1586510\",\r\n Length: 5700,\r\n PointLoadData: {\r\n EB3: {\r\n Name: \"EB3\",\r\n End: 1,\r\n Side: 0,\r\n Location: 82.5,\r\n Bracket: \"BK2\",\r\n },\r\n },\r\n NumPointLoads: 1,\r\n SupportData: {\r\n W1: {\r\n Name: \"W1\",\r\n End: 1,\r\n Side: 0,\r\n Location: 0,\r\n Bracket: \"BK2\",\r\n },\r\n PC4: {\r\n Name: \"PC4\",\r\n End: 0,\r\n Side: 0,\r\n Location: 2852.5,\r\n Bracket: \"BK21\",\r\n },\r\n PC2: {\r\n Name: \"PC2\",\r\n End: 0,\r\n Side: 0,\r\n Location: 5672.5,\r\n Bracket: \"BK21\",\r\n },\r\n },\r\n NumSupports: 3,\r\n ExtraData: {\r\n END_STATE_1: \"To Wall\",\r\n END_STATE_2: \"End Cap\",\r\n FA_1: \"0.00\",\r\n FA_2: \"0.00\",\r\n X: \"5705\",\r\n PARENT_LEN: \"5705\",\r\n },\r\n },\r\n U4: {\r\n Name: \"U4\",\r\n AreaIndex: 0,\r\n BeamType: \"656510\",\r\n Length: 5705,\r\n PointLoadData: {},\r\n NumPointLoads: 0,\r\n SupportData: {},\r\n NumSupports: 0,\r\n ExtraData: {\r\n END_STATE_1: \"End Cap\",\r\n END_STATE_2: \"End Cap\",\r\n FA_1: \"0.00\",\r\n FA_2: \"0.00\",\r\n X: \"5705\",\r\n PARENT_LEN: \"5705\",\r\n },\r\n },\r\n EB3: {\r\n Name: \"EB3\",\r\n AreaIndex: 0,\r\n BeamType: \"1586510\",\r\n Length: 7060,\r\n PointLoadData: {\r\n PR2: {\r\n Name: \"PR2\",\r\n End: 2,\r\n Side: 0,\r\n Location: 178.59,\r\n Bracket: \"BK33\",\r\n },\r\n PR1: {\r\n Name: \"PR1\",\r\n End: 1,\r\n Side: 0,\r\n Location: 6891.41,\r\n Bracket: \"BK33\",\r\n },\r\n },\r\n NumPointLoads: 2,\r\n SupportData: {\r\n EB2: {\r\n Name: \"EB2\",\r\n End: 1,\r\n Side: 0,\r\n Location: 0,\r\n Bracket: \"BK2\",\r\n },\r\n BK25_1: {\r\n Name: \"BK25_1\",\r\n End: 0,\r\n Side: 0,\r\n Location: 132.5,\r\n Bracket: \"\",\r\n },\r\n BK25_2: {\r\n Name: \"BK25_2\",\r\n End: 0,\r\n Side: 0,\r\n Location: 983.13,\r\n Bracket: \"\",\r\n },\r\n BK25_3: {\r\n Name: \"BK25_3\",\r\n End: 0,\r\n Side: 0,\r\n Location: 1833.75,\r\n Bracket: \"\",\r\n },\r\n BK25_4: {\r\n Name: \"BK25_4\",\r\n End: 0,\r\n Side: 0,\r\n Location: 2684.38,\r\n Bracket: \"\",\r\n },\r\n BK25_5: {\r\n Name: \"BK25_5\",\r\n End: 0,\r\n Side: 0,\r\n Location: 3535,\r\n Bracket: \"\",\r\n },\r\n BK25_6: {\r\n Name: \"BK25_6\",\r\n End: 0,\r\n Side: 0,\r\n Location: 4385.63,\r\n Bracket: \"\",\r\n },\r\n BK25_7: {\r\n Name: \"BK25_7\",\r\n End: 0,\r\n Side: 0,\r\n Location: 5236.25,\r\n Bracket: \"\",\r\n },\r\n BK25_8: {\r\n Name: \"BK25_8\",\r\n End: 0,\r\n Side: 0,\r\n Location: 6086.88,\r\n Bracket: \"\",\r\n },\r\n BK25_9: {\r\n Name: \"BK25_9\",\r\n End: 0,\r\n Side: 0,\r\n Location: 6937.5,\r\n Bracket: \"\",\r\n },\r\n EB1: {\r\n Name: \"EB1\",\r\n End: 2,\r\n Side: 0,\r\n Location: 7070,\r\n Bracket: \"BK2\",\r\n },\r\n },\r\n NumSupports: 11,\r\n ExtraData: {\r\n END_STATE_1: \"To Beam\",\r\n END_STATE_2: \"To Beam\",\r\n FA_1: \"0.00\",\r\n FA_2: \"0.00\",\r\n X: \"5623\",\r\n PARENT_LEN: \"7070\",\r\n },\r\n },\r\n U5: {\r\n Name: \"U5\",\r\n AreaIndex: 0,\r\n BeamType: \"656510\",\r\n Length: 7070,\r\n PointLoadData: {},\r\n NumPointLoads: 0,\r\n SupportData: {},\r\n NumSupports: 0,\r\n ExtraData: {\r\n END_STATE_1: \"End Cap\",\r\n END_STATE_2: \"End Cap\",\r\n FA_1: \"0.00\",\r\n FA_2: \"0.00\",\r\n X: \"5623\",\r\n PARENT_LEN: \"7070\",\r\n },\r\n },\r\n P1: {\r\n Name: \"P1\",\r\n AreaIndex: 0,\r\n BeamType: \"656510\",\r\n Length: 5700,\r\n PointLoadData: {},\r\n NumPointLoads: 0,\r\n SupportData: {\r\n PO1: {\r\n Name: \"PO1\",\r\n End: 0,\r\n Side: 0,\r\n Location: 32.5,\r\n Bracket: \"\",\r\n },\r\n PO3: {\r\n Name: \"PO3\",\r\n End: 0,\r\n Side: 0,\r\n Location: 2852.5,\r\n Bracket: \"\",\r\n },\r\n PR1: {\r\n Name: \"PR1\",\r\n End: 0,\r\n Side: 0,\r\n Location: 5622.5,\r\n Bracket: \"\",\r\n },\r\n W1: {\r\n Name: \"W1\",\r\n End: 2,\r\n Side: 0,\r\n Location: 5705,\r\n Bracket: \"\",\r\n },\r\n },\r\n NumSupports: 4,\r\n ExtraData: {\r\n END_STATE_1: \"End Cap\",\r\n END_STATE_2: \"To Wall\",\r\n FA_1: \"0.00\",\r\n FA_2: \"0.00\",\r\n X: \"00\",\r\n PARENT_LEN: \"5705\",\r\n },\r\n },\r\n P2: {\r\n Name: \"P2\",\r\n AreaIndex: 0,\r\n BeamType: \"656510\",\r\n Length: 5700,\r\n PointLoadData: {},\r\n NumPointLoads: 0,\r\n SupportData: {\r\n W1: {\r\n Name: \"W1\",\r\n End: 1,\r\n Side: 0,\r\n Location: 0,\r\n Bracket: \"\",\r\n },\r\n PR2: {\r\n Name: \"PR2\",\r\n End: 0,\r\n Side: 0,\r\n Location: 82.5,\r\n Bracket: \"\",\r\n },\r\n PO4: {\r\n Name: \"PO4\",\r\n End: 0,\r\n Side: 0,\r\n Location: 2852.5,\r\n Bracket: \"\",\r\n },\r\n PO2: {\r\n Name: \"PO2\",\r\n End: 0,\r\n Side: 0,\r\n Location: 5672.5,\r\n Bracket: \"\",\r\n },\r\n },\r\n NumSupports: 4,\r\n ExtraData: {\r\n END_STATE_1: \"To Wall\",\r\n END_STATE_2: \"End Cap\",\r\n FA_1: \"0.00\",\r\n FA_2: \"0.00\",\r\n X: \"5705\",\r\n PARENT_LEN: \"5705\",\r\n },\r\n },\r\n P3: {\r\n Name: \"P3\",\r\n AreaIndex: 0,\r\n BeamType: \"656510\",\r\n Length: 5700,\r\n PointLoadData: {},\r\n NumPointLoads: 0,\r\n SupportData: {\r\n PO1: {\r\n Name: \"PO1\",\r\n End: 0,\r\n Side: 0,\r\n Location: 32.5,\r\n Bracket: \"\",\r\n },\r\n PO3: {\r\n Name: \"PO3\",\r\n End: 0,\r\n Side: 0,\r\n Location: 2852.5,\r\n Bracket: \"\",\r\n },\r\n PR1: {\r\n Name: \"PR1\",\r\n End: 0,\r\n Side: 0,\r\n Location: 5622.5,\r\n Bracket: \"\",\r\n },\r\n W1: {\r\n Name: \"W1\",\r\n End: 2,\r\n Side: 0,\r\n Location: 5705,\r\n Bracket: \"\",\r\n },\r\n },\r\n NumSupports: 4,\r\n ExtraData: {\r\n END_STATE_1: \"End Cap\",\r\n END_STATE_2: \"To Wall\",\r\n FA_1: \"0.00\",\r\n FA_2: \"0.00\",\r\n X: \"00\",\r\n PARENT_LEN: \"5705\",\r\n },\r\n },\r\n P4: {\r\n Name: \"P4\",\r\n AreaIndex: 0,\r\n BeamType: \"656510\",\r\n Length: 5700,\r\n PointLoadData: {},\r\n NumPointLoads: 0,\r\n SupportData: {\r\n W1: {\r\n Name: \"W1\",\r\n End: 1,\r\n Side: 0,\r\n Location: 0,\r\n Bracket: \"\",\r\n },\r\n PR2: {\r\n Name: \"PR2\",\r\n End: 0,\r\n Side: 0,\r\n Location: 82.5,\r\n Bracket: \"\",\r\n },\r\n PO4: {\r\n Name: \"PO4\",\r\n End: 0,\r\n Side: 0,\r\n Location: 2852.5,\r\n Bracket: \"\",\r\n },\r\n PO2: {\r\n Name: \"PO2\",\r\n End: 0,\r\n Side: 0,\r\n Location: 5672.5,\r\n Bracket: \"\",\r\n },\r\n },\r\n NumSupports: 4,\r\n ExtraData: {\r\n END_STATE_1: \"To Wall\",\r\n END_STATE_2: \"End Cap\",\r\n FA_1: \"0.00\",\r\n FA_2: \"0.00\",\r\n X: \"5705\",\r\n PARENT_LEN: \"5705\",\r\n },\r\n },\r\n },\r\n Cols: {\r\n PC1: {\r\n Name: \"PC1\",\r\n AreaIndex: 0,\r\n ColumnType: \"1586510\",\r\n Height: 2204,\r\n TopBracket: \"\",\r\n GroundConnection: \"Concrete In\",\r\n Embedment: 500,\r\n ExternalConnector: \"0\",\r\n BaseConnector: \"CON1\",\r\n },\r\n PC2: {\r\n Name: \"PC2\",\r\n AreaIndex: 0,\r\n ColumnType: \"1586510\",\r\n Height: 2204,\r\n TopBracket: \"\",\r\n GroundConnection: \"Concrete In\",\r\n Embedment: 500,\r\n ExternalConnector: \"0\",\r\n BaseConnector: \"CON1\",\r\n },\r\n PC3: {\r\n Name: \"PC3\",\r\n AreaIndex: 0,\r\n ColumnType: \"1586510\",\r\n Height: 2204,\r\n TopBracket: \"\",\r\n GroundConnection: \"Concrete In\",\r\n Embedment: 500,\r\n ExternalConnector: \"0\",\r\n BaseConnector: \"CON1\",\r\n },\r\n PC4: {\r\n Name: \"PC4\",\r\n AreaIndex: 0,\r\n ColumnType: \"1586510\",\r\n Height: 2204,\r\n TopBracket: \"\",\r\n GroundConnection: \"Concrete In\",\r\n Embedment: 500,\r\n ExternalConnector: \"0\",\r\n BaseConnector: \"CON1\",\r\n },\r\n },\r\n },\r\n },\r\n FIRC00048: {\r\n AttachmentBracketResults: {},\r\n MaxResultOverAll: 0.437205383179385,\r\n BeamResults: {\r\n \"R1,\": \"0.00400250414306986=Vertical Shear\",\r\n \"R2,\": \"0.00810633750495162=Vertical Shear\",\r\n \"FB1b,\": \"0.32592469014153=Bending Moment\",\r\n \"FB2b,FB2c,FB2d,FB2e,FB2f,FB2g,FB2h,FB2i,FB2j,FB2k,FB2l,FB2m,FB2n,FB2o,FB2p,FB2q,FB2r,FB2s,FB2t,FB2u,FB2v,FB2w,FB2x,FB2y,\":\r\n \"0.00794796344869488=Vertical Shear\",\r\n \"FB1d,FB1e,\": \"0.234530672998889=Bending Moment\",\r\n \"FB2a,\": \"0.016059688046573=Vertical Shear\",\r\n \"FB2z,\": \"0.0120946925384998=Vertical Shear\",\r\n \"FB1,\": \"0.350471800040829=Deflection-G (8.8mm)\",\r\n \"FB2,\": \"0.016059688046573=Vertical Shear\",\r\n \"FB1c,\": \"0.350471800040829=Deflection-G (8.8mm)\",\r\n \",\": \"0.350471800040829=Deflection-G (8.8mm)\",\r\n \"FB1a,\": \"0.00104706859438958=Vertical Shear\",\r\n \"R1a,\": \"0.000337764062706318=Vertical Shear\",\r\n \"R1b,\": \"0.00400250414306986=Vertical Shear\",\r\n },\r\n BeamResultsDetailed: {},\r\n ColumnResults: {\r\n C6: \"0.385=Deflection (19.3mm)\",\r\n C2: \"0.437=Deflection (21.9mm)\",\r\n C1: \"0.437=Deflection (21.9mm)\",\r\n C3: \"0.385=Deflection (19.3mm)\",\r\n C4: \"0.385=Deflection (19.3mm)\",\r\n C5: \"0.437=Deflection (21.9mm)\",\r\n },\r\n AttachmentBracketResultsDetailed: {},\r\n Errors: {\r\n max_beam_column_exceeded: false,\r\n max_col_column_exceeded: false,\r\n },\r\n BeamAttachmentBracketResults: {},\r\n maxResultOverAllText: \"Limiting Member = C1 CR=0.437 - Deflection (21.9mm)\",\r\n AreaMaxResults: {\r\n 0: {\r\n MaxResult: 0.437205383179385,\r\n FasciaMax: 0.350471800040829,\r\n NumRafters: 4,\r\n NumColumns: 6,\r\n AttachmentBracketsMaxText: \"\",\r\n MaxResultText: \"Limiting Member = C1 CR=0.437 - Deflection (21.9mm)\",\r\n NumPurlins: 0,\r\n ColumnsMax: 0.437205383179385,\r\n RATRETSTR: \"-1.0000000,-1.0000000,-1.0000000,-1.0000000,-1.0000000,Type 1\",\r\n ColumnsMaxText: \"Limiting Member = C1 CR=0.437 - Deflection (21.9mm)\",\r\n RafterMax: 0.00810633750495162,\r\n NumFasciaBeams: 9,\r\n JoinBeamMax: 0,\r\n OtherMax: 0.350471800040829,\r\n AttachmentBracketsMax: -1,\r\n },\r\n },\r\n ColumnResultsDetailed: {\r\n C6: {\r\n ref: \"C6\",\r\n area: 0,\r\n type: \"Column\",\r\n member_size: \"656510\",\r\n embedment: 0,\r\n height: 2771,\r\n total_compression_kn: 2.02330153247268,\r\n total_tension_kn: -1.02528207189549,\r\n max_strength: 0.232648753349107,\r\n max_deflection_mm: 50,\r\n max_deflection: 0.385267487367513,\r\n max_capacity_ratio: 0.385267487367513,\r\n max_capacity_ratio_limit_state: \"Deflection (19.3mm)\",\r\n },\r\n C2: {\r\n ref: \"C2\",\r\n area: 0,\r\n type: \"Column\",\r\n member_size: \"656510\",\r\n embedment: 0,\r\n height: 2879,\r\n total_compression_kn: 1.28724072164094,\r\n total_tension_kn: -0.652292707206796,\r\n max_strength: 0.217372767208656,\r\n max_deflection_mm: 50,\r\n max_deflection: 0.437205383179385,\r\n max_capacity_ratio: 0.437205383179385,\r\n max_capacity_ratio_limit_state: \"Deflection (21.9mm)\",\r\n },\r\n C1: {\r\n ref: \"C1\",\r\n area: 0,\r\n type: \"Column\",\r\n member_size: \"656510\",\r\n embedment: 0,\r\n height: 2879,\r\n total_compression_kn: 0.024331509785175,\r\n total_tension_kn: -0.0123296801611188,\r\n max_strength: 0.168410555301712,\r\n max_deflection_mm: 50,\r\n max_deflection: 0.437205383179385,\r\n max_capacity_ratio: 0.437205383179385,\r\n max_capacity_ratio_limit_state: \"Deflection (21.9mm)\",\r\n },\r\n C3: {\r\n ref: \"C3\",\r\n area: 0,\r\n type: \"Column\",\r\n member_size: \"656510\",\r\n embedment: 0,\r\n height: 2771,\r\n total_compression_kn: 2.42242434341099,\r\n total_tension_kn: -1.22753243150426,\r\n max_strength: 0.247194939218911,\r\n max_deflection_mm: 50,\r\n max_deflection: 0.385267487367513,\r\n max_capacity_ratio: 0.385267487367513,\r\n max_capacity_ratio_limit_state: \"Deflection (19.3mm)\",\r\n },\r\n C4: {\r\n ref: \"C4\",\r\n area: 0,\r\n type: \"Column\",\r\n member_size: \"656510\",\r\n embedment: 0,\r\n height: 2771,\r\n total_compression_kn: 2.2414898955853,\r\n total_tension_kn: -1.13584622331102,\r\n max_strength: 0.240600712990309,\r\n max_deflection_mm: 50,\r\n max_deflection: 0.385267487367513,\r\n max_capacity_ratio: 0.385267487367513,\r\n max_capacity_ratio_limit_state: \"Deflection (19.3mm)\",\r\n },\r\n C5: {\r\n ref: \"C5\",\r\n area: 0,\r\n type: \"Column\",\r\n member_size: \"656510\",\r\n embedment: 0,\r\n height: 2879,\r\n total_compression_kn: 1.15407911619834,\r\n total_tension_kn: -0.584814773476244,\r\n max_strength: 0.212210173823207,\r\n max_deflection_mm: 50,\r\n max_deflection: 0.437205383179385,\r\n max_capacity_ratio: 0.437205383179385,\r\n max_capacity_ratio_limit_state: \"Deflection (21.9mm)\",\r\n },\r\n },\r\n \"BeamResults.TestValueChecksum\": 0.14818909756245,\r\n BeamPointLoadPeakCalcs: [],\r\n ProcessedLoadData: {\r\n Beams: {\r\n R1: {\r\n Name: \"R1\",\r\n AreaIndex: 0,\r\n BeamType: \"1086510\",\r\n Length: 1185,\r\n PointLoadData: {\r\n FB1: {\r\n Name: \"FB1\",\r\n End: 1,\r\n Side: 0,\r\n Location: 0,\r\n Bracket: \"BK2\",\r\n },\r\n },\r\n NumPointLoads: 1,\r\n SupportData: {\r\n FB1: {\r\n Name: \"FB1\",\r\n End: 1,\r\n Side: 0,\r\n Location: 0,\r\n Bracket: \"BK2\",\r\n },\r\n C1: {\r\n Name: \"C1\",\r\n End: 1,\r\n Side: 0,\r\n Location: 0,\r\n Bracket: \"BK2\",\r\n },\r\n C2: {\r\n Name: \"C2\",\r\n End: 1,\r\n Side: 0,\r\n Location: 0,\r\n Bracket: \"BK2\",\r\n },\r\n FB2: {\r\n Name: \"FB2\",\r\n End: 2,\r\n Side: 0,\r\n Location: 1207.31,\r\n Bracket: \"\",\r\n },\r\n },\r\n NumSupports: 4,\r\n ExtraData: {\r\n END_STATE_1: \"To Beam\",\r\n END_STATE_2: \"To Beam\",\r\n FA_1: \"0.00\",\r\n FA_2: \"0.00\",\r\n X: \"33\",\r\n PARENT_LEN: \"1332\",\r\n },\r\n },\r\n R2: {\r\n Name: \"R2\",\r\n AreaIndex: 0,\r\n BeamType: \"1086510\",\r\n Length: 1185,\r\n PointLoadData: {\r\n FB1: {\r\n Name: \"FB1\",\r\n End: 2,\r\n Side: 0,\r\n Location: 0,\r\n Bracket: \"BK2\",\r\n },\r\n },\r\n NumPointLoads: 1,\r\n SupportData: {\r\n FB1: {\r\n Name: \"FB1\",\r\n End: 1,\r\n Side: 0,\r\n Location: 0,\r\n Bracket: \"BK2\",\r\n },\r\n C5: {\r\n Name: \"C5\",\r\n End: 1,\r\n Side: 0,\r\n Location: 0,\r\n Bracket: \"BK2\",\r\n },\r\n FB2: {\r\n Name: \"FB2\",\r\n End: 2,\r\n Side: 0,\r\n Location: 1207.31,\r\n Bracket: \"\",\r\n },\r\n },\r\n NumSupports: 3,\r\n ExtraData: {\r\n END_STATE_1: \"To Beam\",\r\n END_STATE_2: \"To Beam\",\r\n FA_1: \"0.00\",\r\n FA_2: \"0.00\",\r\n X: \"24165\",\r\n PARENT_LEN: \"1332\",\r\n },\r\n },\r\n FB1: {\r\n Name: \"FB1\",\r\n AreaIndex: 0,\r\n BeamType: \"1086510\",\r\n Length: 24090,\r\n PointLoadData: {\r\n R1: {\r\n Name: \"R1\",\r\n End: 1,\r\n Side: 0,\r\n Location: 0,\r\n Bracket: \"BK2\",\r\n },\r\n R2: {\r\n Name: \"R2\",\r\n End: 1,\r\n Side: 0,\r\n Location: 24099.5,\r\n Bracket: \"BK2\",\r\n },\r\n },\r\n NumPointLoads: 2,\r\n SupportData: {\r\n R1: {\r\n Name: \"R1\",\r\n End: 1,\r\n Side: 0,\r\n Location: 0,\r\n Bracket: \"BK2\",\r\n },\r\n C1: {\r\n Name: \"C1\",\r\n End: 1,\r\n Side: 0,\r\n Location: 0,\r\n Bracket: \"BK2\",\r\n },\r\n C2: {\r\n Name: \"C2\",\r\n End: 1,\r\n Side: 0,\r\n Location: 0,\r\n Bracket: \"BK2\",\r\n },\r\n C3: {\r\n Name: \"C3\",\r\n End: 0,\r\n Side: 0,\r\n Location: 6482.5,\r\n Bracket: \"BK\",\r\n },\r\n C4: {\r\n Name: \"C4\",\r\n End: 0,\r\n Side: 0,\r\n Location: 13167.5,\r\n Bracket: \"BK\",\r\n },\r\n C6: {\r\n Name: \"C6\",\r\n End: 0,\r\n Side: 0,\r\n Location: 18666,\r\n Bracket: \"BK\",\r\n },\r\n R2: {\r\n Name: \"R2\",\r\n End: 2,\r\n Side: 0,\r\n Location: 24099.5,\r\n Bracket: \"BK2\",\r\n },\r\n C5: {\r\n Name: \"C5\",\r\n End: 2,\r\n Side: 0,\r\n Location: 24099.5,\r\n Bracket: \"BK2\",\r\n },\r\n },\r\n NumSupports: 8,\r\n ExtraData: {\r\n END_STATE_1: \"To Beam\",\r\n END_STATE_2: \"To Beam\",\r\n FA_1: \"0.00\",\r\n FA_2: \"0.00\",\r\n X: \"00\",\r\n PARENT_LEN: \"24197\",\r\n },\r\n },\r\n FB2: {\r\n Name: \"FB2\",\r\n AreaIndex: 0,\r\n BeamType: \"1086510\",\r\n Length: 24197,\r\n PointLoadData: {\r\n R2: {\r\n Name: \"R2\",\r\n End: 2,\r\n Side: 0,\r\n Location: 32.5,\r\n Bracket: \"\",\r\n },\r\n R1: {\r\n Name: \"R1\",\r\n End: 2,\r\n Side: 0,\r\n Location: 24164.5,\r\n Bracket: \"\",\r\n },\r\n },\r\n NumPointLoads: 2,\r\n SupportData: {\r\n BK25_27: {\r\n Name: \"BK25_27\",\r\n End: 0,\r\n Side: 0,\r\n Location: 32.5,\r\n Bracket: \"\",\r\n },\r\n BK25_26: {\r\n Name: \"BK25_26\",\r\n End: 0,\r\n Side: 0,\r\n Location: 960.65,\r\n Bracket: \"\",\r\n },\r\n BK25_25: {\r\n Name: \"BK25_25\",\r\n End: 0,\r\n Side: 0,\r\n Location: 1888.81,\r\n Bracket: \"\",\r\n },\r\n BK25_24: {\r\n Name: \"BK25_24\",\r\n End: 0,\r\n Side: 0,\r\n Location: 2816.96,\r\n Bracket: \"\",\r\n },\r\n BK25_23: {\r\n Name: \"BK25_23\",\r\n End: 0,\r\n Side: 0,\r\n Location: 3745.12,\r\n Bracket: \"\",\r\n },\r\n BK25_22: {\r\n Name: \"BK25_22\",\r\n End: 0,\r\n Side: 0,\r\n Location: 4673.27,\r\n Bracket: \"\",\r\n },\r\n BK25_21: {\r\n Name: \"BK25_21\",\r\n End: 0,\r\n Side: 0,\r\n Location: 5601.42,\r\n Bracket: \"\",\r\n },\r\n BK25_20: {\r\n Name: \"BK25_20\",\r\n End: 0,\r\n Side: 0,\r\n Location: 6529.58,\r\n Bracket: \"\",\r\n },\r\n BK25_19: {\r\n Name: \"BK25_19\",\r\n End: 0,\r\n Side: 0,\r\n Location: 7457.73,\r\n Bracket: \"\",\r\n },\r\n BK25_18: {\r\n Name: \"BK25_18\",\r\n End: 0,\r\n Side: 0,\r\n Location: 8385.88,\r\n Bracket: \"\",\r\n },\r\n BK25_17: {\r\n Name: \"BK25_17\",\r\n End: 0,\r\n Side: 0,\r\n Location: 9314.04,\r\n Bracket: \"\",\r\n },\r\n BK25_16: {\r\n Name: \"BK25_16\",\r\n End: 0,\r\n Side: 0,\r\n Location: 10242.19,\r\n Bracket: \"\",\r\n },\r\n BK25_15: {\r\n Name: \"BK25_15\",\r\n End: 0,\r\n Side: 0,\r\n Location: 11170.35,\r\n Bracket: \"\",\r\n },\r\n BK25_14: {\r\n Name: \"BK25_14\",\r\n End: 0,\r\n Side: 0,\r\n Location: 12098.5,\r\n Bracket: \"\",\r\n },\r\n BK25_13: {\r\n Name: \"BK25_13\",\r\n End: 0,\r\n Side: 0,\r\n Location: 13026.65,\r\n Bracket: \"\",\r\n },\r\n BK25_12: {\r\n Name: \"BK25_12\",\r\n End: 0,\r\n Side: 0,\r\n Location: 13954.81,\r\n Bracket: \"\",\r\n },\r\n BK25_11: {\r\n Name: \"BK25_11\",\r\n End: 0,\r\n Side: 0,\r\n Location: 14882.96,\r\n Bracket: \"\",\r\n },\r\n BK25_10: {\r\n Name: \"BK25_10\",\r\n End: 0,\r\n Side: 0,\r\n Location: 15811.12,\r\n Bracket: \"\",\r\n },\r\n BK25_9: {\r\n Name: \"BK25_9\",\r\n End: 0,\r\n Side: 0,\r\n Location: 16739.27,\r\n Bracket: \"\",\r\n },\r\n BK25_8: {\r\n Name: \"BK25_8\",\r\n End: 0,\r\n Side: 0,\r\n Location: 17667.42,\r\n Bracket: \"\",\r\n },\r\n BK25_7: {\r\n Name: \"BK25_7\",\r\n End: 0,\r\n Side: 0,\r\n Location: 18595.58,\r\n Bracket: \"\",\r\n },\r\n BK25_6: {\r\n Name: \"BK25_6\",\r\n End: 0,\r\n Side: 0,\r\n Location: 19523.73,\r\n Bracket: \"\",\r\n },\r\n BK25_5: {\r\n Name: \"BK25_5\",\r\n End: 0,\r\n Side: 0,\r\n Location: 20451.88,\r\n Bracket: \"\",\r\n },\r\n BK25_4: {\r\n Name: \"BK25_4\",\r\n End: 0,\r\n Side: 0,\r\n Location: 21380.04,\r\n Bracket: \"\",\r\n },\r\n BK25_3: {\r\n Name: \"BK25_3\",\r\n End: 0,\r\n Side: 0,\r\n Location: 22308.19,\r\n Bracket: \"\",\r\n },\r\n BK25_2: {\r\n Name: \"BK25_2\",\r\n End: 0,\r\n Side: 0,\r\n Location: 23236.35,\r\n Bracket: \"\",\r\n },\r\n BK25_1: {\r\n Name: \"BK25_1\",\r\n End: 0,\r\n Side: 0,\r\n Location: 24164.5,\r\n Bracket: \"\",\r\n },\r\n },\r\n NumSupports: 27,\r\n ExtraData: {\r\n END_STATE_1: \"End Cap\",\r\n END_STATE_2: \"End Cap\",\r\n FA_1: \"0.00\",\r\n FA_2: \"0.00\",\r\n X: \"24197\",\r\n PARENT_LEN: \"24197\",\r\n },\r\n },\r\n },\r\n Cols: {\r\n C1: {\r\n Name: \"C1\",\r\n AreaIndex: 0,\r\n ColumnType: \"656510\",\r\n Height: 2879,\r\n TopBracket: \"\",\r\n GroundConnection: \"Bolt to Slab\",\r\n Embedment: 0,\r\n ExternalConnector: \"0\",\r\n BaseConnector: \"BK16\",\r\n },\r\n C2: {\r\n Name: \"C2\",\r\n AreaIndex: 0,\r\n ColumnType: \"656510\",\r\n Height: 2879,\r\n TopBracket: \"\",\r\n GroundConnection: \"Bolt to Slab\",\r\n Embedment: 0,\r\n ExternalConnector: \"0\",\r\n BaseConnector: \"BK16\",\r\n },\r\n C3: {\r\n Name: \"C3\",\r\n AreaIndex: 0,\r\n ColumnType: \"656510\",\r\n Height: 2771,\r\n TopBracket: \"BK\",\r\n GroundConnection: \"Bolt to Slab\",\r\n Embedment: 0,\r\n ExternalConnector: \"0\",\r\n BaseConnector: \"BK16\",\r\n },\r\n C4: {\r\n Name: \"C4\",\r\n AreaIndex: 0,\r\n ColumnType: \"656510\",\r\n Height: 2771,\r\n TopBracket: \"BK\",\r\n GroundConnection: \"Bolt to Slab\",\r\n Embedment: 0,\r\n ExternalConnector: \"0\",\r\n BaseConnector: \"BK16\",\r\n },\r\n C5: {\r\n Name: \"C5\",\r\n AreaIndex: 0,\r\n ColumnType: \"656510\",\r\n Height: 2879,\r\n TopBracket: \"\",\r\n GroundConnection: \"Bolt to Slab\",\r\n Embedment: 0,\r\n ExternalConnector: \"0\",\r\n BaseConnector: \"BK16\",\r\n },\r\n C6: {\r\n Name: \"C6\",\r\n AreaIndex: 0,\r\n ColumnType: \"656510\",\r\n Height: 2771,\r\n TopBracket: \"BK\",\r\n GroundConnection: \"Bolt to Slab\",\r\n Embedment: 0,\r\n ExternalConnector: \"0\",\r\n BaseConnector: \"BK16\",\r\n },\r\n },\r\n },\r\n },\r\n ZAPC00248: {\r\n AttachmentBracketResults: {\r\n BK34D_4: \"0.155=Shear\",\r\n BK34D_3: \"0.195=Shear\",\r\n BK34D_2: \"0.195=Shear\",\r\n BK34D_1: \"0.155=Shear\",\r\n },\r\n MaxResultOverAll: 0.267090557202381,\r\n BeamResults: {\r\n \"P2,\": \"0.183199464790975=Deflection-W UP (-6.9mm)\",\r\n \"PR5,PR6,\": \"0.0748403384389872=End 1 (CON3)\",\r\n \"P1a,P1b,P2a,P2b,\": \"0.183199464790975=Deflection-W UP (-6.9mm)\",\r\n \"EB2a,\": \"0.104372517604592=Vertical Shear\",\r\n \"EB1a,EB1b,\": \"0.0504597533721347=Vertical Shear\",\r\n \"PR1,PR2,\": \"0.0748403384389872=End 1 (CON3)\",\r\n \"EB2c,\": \"0.104372517604592=Vertical Shear\",\r\n \"EB2b,\": \"0.12651678299374=Vertical Shear\",\r\n \"P1,\": \"0.183199464790975=Deflection-W UP (-6.9mm)\",\r\n \"PR3,PR4,\": \"0.144737185077744=End 1 (CON3)\",\r\n \"EB2,\": \"0.12651678299374=Vertical Shear\",\r\n \"EB1,\": \"0.0504597533721347=Vertical Shear\",\r\n \",\": \"0.183199464790975=Deflection-W UP (-6.9mm)\",\r\n },\r\n BeamResultsDetailed: {},\r\n ColumnResults: {\r\n PC2: \"0.267=Deflection (13.4mm)\",\r\n PC3: \"0.267=Deflection (13.4mm)\",\r\n PC1: \"0.267=Deflection (13.4mm)\",\r\n },\r\n AttachmentBracketResultsDetailed: {\r\n BK34D_4: {\r\n ref: \"BK34D_4\",\r\n area: 0,\r\n type: \"BK34D\",\r\n max_shear: 0.155295669505941,\r\n max_shear_kn: 1.21907100562164,\r\n max_uplift: 0.153724298319272,\r\n max_uplift_kn: -1.20673574180629,\r\n max_area_capacity: 0.263112786079079,\r\n area_m2_roofload: 2.32328590107826,\r\n max_capacity_ratio: 0.155295669505941,\r\n max_capacity_ratio_limit_state: \"Shear\",\r\n max_input_member: \"EB2a\",\r\n },\r\n BK34D_3: {\r\n ref: \"BK34D_3\",\r\n area: 0,\r\n type: \"BK34D\",\r\n max_shear: 0.194804340526374,\r\n max_shear_kn: 1.52921407313204,\r\n max_uplift: 0.19283319781058,\r\n max_uplift_kn: -1.51374060281305,\r\n max_area_capacity: 0.331573389432785,\r\n area_m2_roofload: 2.92779302869149,\r\n max_capacity_ratio: 0.194804340526374,\r\n max_capacity_ratio_limit_state: \"Shear\",\r\n max_input_member: \"EB2b\",\r\n },\r\n BK34D_2: {\r\n ref: \"BK34D_2\",\r\n area: 0,\r\n type: \"BK34D\",\r\n max_shear: 0.194804340526374,\r\n max_shear_kn: 1.52921407313204,\r\n max_uplift: 0.19283319781058,\r\n max_uplift_kn: -1.51374060281305,\r\n max_area_capacity: 0.331573389432785,\r\n area_m2_roofload: 2.92779302869149,\r\n max_capacity_ratio: 0.194804340526374,\r\n max_capacity_ratio_limit_state: \"Shear\",\r\n max_input_member: \"EB2b\",\r\n },\r\n BK34D_1: {\r\n ref: \"BK34D_1\",\r\n area: 0,\r\n type: \"BK34D\",\r\n max_shear: 0.155295669505941,\r\n max_shear_kn: 1.21907100562164,\r\n max_uplift: 0.153724298319272,\r\n max_uplift_kn: -1.20673574180629,\r\n max_area_capacity: 0.263112786079079,\r\n area_m2_roofload: 2.32328590107826,\r\n max_capacity_ratio: 0.155295669505941,\r\n max_capacity_ratio_limit_state: \"Shear\",\r\n max_input_member: \"EB2c\",\r\n },\r\n },\r\n Errors: {\r\n max_beam_column_exceeded: false,\r\n max_col_column_exceeded: false,\r\n },\r\n BeamAttachmentBracketResults: {\r\n EB2: {\r\n ref: \"BK34D_3\",\r\n area: 0,\r\n type: \"BK34D\",\r\n max_shear: 0.194804340526374,\r\n max_shear_kn: 1.52921407313204,\r\n max_uplift: 0.19283319781058,\r\n max_uplift_kn: -1.51374060281305,\r\n max_area_capacity: 0.331573389432785,\r\n area_m2_roofload: 2.92779302869149,\r\n max_capacity_ratio: 0.194804340526374,\r\n max_capacity_ratio_limit_state: \"Shear\",\r\n max_input_member: \"EB2b\",\r\n },\r\n },\r\n maxResultOverAllText: \"Limiting Member = PC1 CR=0.267 - Deflection (13.4mm)\",\r\n AreaMaxResults: {\r\n 0: {\r\n MaxResult: 0.267090557202381,\r\n PurlinMax: 0.183199464790975,\r\n NumRafters: 3,\r\n NumColumns: 3,\r\n AttachmentBracketsMaxText: \"\",\r\n MaxResultText: \"Limiting Member = PC1 CR=0.267 - Deflection (13.4mm)\",\r\n NumPurlins: 3,\r\n ColumnsMax: 0.267090557202381,\r\n RATRETSTR: \"-1,-1,-1,-1,-1\",\r\n ColumnsMaxText: \"Limiting Member = PC1 CR=0.267 - Deflection (13.4mm)\",\r\n RafterMax: 0.144737185077744,\r\n NumFasciaBeams: 0,\r\n EdgeBeamMax: 0.12651678299374,\r\n JoinBeamMax: 0,\r\n OtherMax: 0.183199464790975,\r\n AttachmentBracketsMax: -1,\r\n },\r\n },\r\n ColumnResultsDetailed: {\r\n PC2: {\r\n ref: \"PC2\",\r\n area: 0,\r\n type: \"Column\",\r\n member_size: \"1086510\",\r\n embedment: 500,\r\n height: 2424,\r\n total_compression_kn: 2.64484239205575,\r\n total_tension_kn: -2.69138183601997,\r\n max_strength: 0.188472978462863,\r\n max_deflection_mm: 50,\r\n max_deflection: 0.267090557202381,\r\n max_capacity_ratio: 0.267090557202381,\r\n max_capacity_ratio_limit_state: \"Deflection (13.4mm)\",\r\n },\r\n PC3: {\r\n ref: \"PC3\",\r\n area: 0,\r\n type: \"Column\",\r\n member_size: \"1086510\",\r\n embedment: 500,\r\n height: 2424,\r\n total_compression_kn: 1.41168530274909,\r\n total_tension_kn: -1.43851478256594,\r\n max_strength: 0.167087451630596,\r\n max_deflection_mm: 50,\r\n max_deflection: 0.267090557202381,\r\n max_capacity_ratio: 0.267090557202381,\r\n max_capacity_ratio_limit_state: \"Deflection (13.4mm)\",\r\n },\r\n PC1: {\r\n ref: \"PC1\",\r\n area: 0,\r\n type: \"Column\",\r\n member_size: \"1086510\",\r\n embedment: 500,\r\n height: 2424,\r\n total_compression_kn: 1.41168530274909,\r\n total_tension_kn: -1.43851478256594,\r\n max_strength: 0.167087451630596,\r\n max_deflection_mm: 50,\r\n max_deflection: 0.267090557202381,\r\n max_capacity_ratio: 0.267090557202381,\r\n max_capacity_ratio_limit_state: \"Deflection (13.4mm)\",\r\n },\r\n },\r\n \"BeamResults.TestValueChecksum\": 53.1961157685428,\r\n BeamPointLoadPeakCalcs: [\r\n {\r\n BeamName: \"PR1,PR2,\",\r\n BeamType: \"Welded Rafter\",\r\n Length: 2951,\r\n Column: \"F\",\r\n PointLoads: [\r\n {\r\n Name: \"P1a\",\r\n Location: 1324,\r\n },\r\n {\r\n Name: \"P2b\",\r\n Location: 1592,\r\n },\r\n ],\r\n },\r\n {\r\n BeamName: \"PR3,PR4,\",\r\n BeamType: \"Welded Rafter\",\r\n Length: 2951,\r\n Column: \"G\",\r\n PointLoads: [\r\n {\r\n Name: \"P1a\",\r\n Location: 1324,\r\n },\r\n {\r\n Name: \"P1b\",\r\n Location: 1324,\r\n },\r\n {\r\n Name: \"P2a\",\r\n Location: 1592,\r\n },\r\n {\r\n Name: \"P2b\",\r\n Location: 1592,\r\n },\r\n ],\r\n },\r\n {\r\n BeamName: \"PR5,PR6,\",\r\n BeamType: \"Welded Rafter\",\r\n Length: 2951,\r\n Column: \"H\",\r\n PointLoads: [\r\n {\r\n Name: \"P1b\",\r\n Location: 1324,\r\n },\r\n {\r\n Name: \"P2a\",\r\n Location: 1592,\r\n },\r\n ],\r\n },\r\n ],\r\n ProcessedLoadData: {\r\n Beams: {\r\n PR1: {\r\n Name: \"PR1\",\r\n AreaIndex: 0,\r\n BeamType: \"1086510\",\r\n Length: 1456,\r\n PointLoadData: {\r\n P1: {\r\n Name: \"P1\",\r\n End: 0,\r\n Side: 0,\r\n Location: 1324.61,\r\n Bracket: \"\",\r\n },\r\n },\r\n NumPointLoads: 1,\r\n SupportData: {\r\n PC1: {\r\n Name: \"PC1\",\r\n End: 1,\r\n Side: 0,\r\n Location: 57.47,\r\n Bracket: \"CON3\",\r\n },\r\n PR2: {\r\n Name: \"PR2\",\r\n End: 2,\r\n Side: 0,\r\n Location: 1460.58,\r\n Bracket: \"CON\",\r\n },\r\n },\r\n NumSupports: 2,\r\n ExtraData: {\r\n END_STATE_1: \"To Beam\",\r\n FA_1: \"0.00\",\r\n FA_2: \"0.00\",\r\n X: \"33\",\r\n PARENT_LEN: \"1461\",\r\n },\r\n },\r\n PR2: {\r\n Name: \"PR2\",\r\n AreaIndex: 0,\r\n BeamType: \"1086510\",\r\n Length: 1495,\r\n PointLoadData: {\r\n P2: {\r\n Name: \"P2\",\r\n End: 0,\r\n Side: 0,\r\n Location: 135.97,\r\n Bracket: \"\",\r\n },\r\n },\r\n NumPointLoads: 1,\r\n SupportData: {\r\n PR1: {\r\n Name: \"PR1\",\r\n End: 1,\r\n Side: 0,\r\n Location: 0,\r\n Bracket: \"CON\",\r\n },\r\n EB2: {\r\n Name: \"EB2\",\r\n End: 2,\r\n Side: 0,\r\n Location: 1499.89,\r\n Bracket: \"BK3\",\r\n },\r\n },\r\n NumSupports: 2,\r\n ExtraData: {\r\n END_STATE_1: \"Connect\",\r\n END_STATE_2: \"To Beam\",\r\n FA_1: \"0.00\",\r\n FA_2: \"0.00\",\r\n X: \"33\",\r\n PARENT_LEN: \"1500\",\r\n },\r\n },\r\n PR3: {\r\n Name: \"PR3\",\r\n AreaIndex: 0,\r\n BeamType: \"1086510\",\r\n Length: 1456,\r\n PointLoadData: {\r\n P1: {\r\n Name: \"P1\",\r\n End: 0,\r\n Side: 0,\r\n Location: 1324.61,\r\n Bracket: \"\",\r\n },\r\n },\r\n NumPointLoads: 1,\r\n SupportData: {\r\n PC2: {\r\n Name: \"PC2\",\r\n End: 1,\r\n Side: 0,\r\n Location: 57.47,\r\n Bracket: \"CON3\",\r\n },\r\n PR4: {\r\n Name: \"PR4\",\r\n End: 2,\r\n Side: 0,\r\n Location: 1460.58,\r\n Bracket: \"CON\",\r\n },\r\n },\r\n NumSupports: 2,\r\n ExtraData: {\r\n END_STATE_1: \"To Beam\",\r\n FA_1: \"0.00\",\r\n FA_2: \"0.00\",\r\n X: \"3000\",\r\n PARENT_LEN: \"1461\",\r\n },\r\n },\r\n PR4: {\r\n Name: \"PR4\",\r\n AreaIndex: 0,\r\n BeamType: \"1086510\",\r\n Length: 1495,\r\n PointLoadData: {\r\n P2: {\r\n Name: \"P2\",\r\n End: 0,\r\n Side: 0,\r\n Location: 135.97,\r\n Bracket: \"\",\r\n },\r\n },\r\n NumPointLoads: 1,\r\n SupportData: {\r\n PR3: {\r\n Name: \"PR3\",\r\n End: 1,\r\n Side: 0,\r\n Location: 0,\r\n Bracket: \"CON\",\r\n },\r\n EB2: {\r\n Name: \"EB2\",\r\n End: 2,\r\n Side: 0,\r\n Location: 1499.89,\r\n Bracket: \"BK3\",\r\n },\r\n },\r\n NumSupports: 2,\r\n ExtraData: {\r\n END_STATE_1: \"Connect\",\r\n END_STATE_2: \"To Beam\",\r\n FA_1: \"0.00\",\r\n FA_2: \"0.00\",\r\n X: \"3000\",\r\n PARENT_LEN: \"1500\",\r\n },\r\n },\r\n PR5: {\r\n Name: \"PR5\",\r\n AreaIndex: 0,\r\n BeamType: \"1086510\",\r\n Length: 1456,\r\n PointLoadData: {\r\n P1: {\r\n Name: \"P1\",\r\n End: 0,\r\n Side: 0,\r\n Location: 1324.61,\r\n Bracket: \"\",\r\n },\r\n },\r\n NumPointLoads: 1,\r\n SupportData: {\r\n PC3: {\r\n Name: \"PC3\",\r\n End: 1,\r\n Side: 0,\r\n Location: 57.47,\r\n Bracket: \"CON3\",\r\n },\r\n PR6: {\r\n Name: \"PR6\",\r\n End: 2,\r\n Side: 0,\r\n Location: 1460.58,\r\n Bracket: \"CON\",\r\n },\r\n },\r\n NumSupports: 2,\r\n ExtraData: {\r\n END_STATE_1: \"To Beam\",\r\n FA_1: \"0.00\",\r\n FA_2: \"0.00\",\r\n X: \"5968\",\r\n PARENT_LEN: \"1461\",\r\n },\r\n },\r\n PR6: {\r\n Name: \"PR6\",\r\n AreaIndex: 0,\r\n BeamType: \"1086510\",\r\n Length: 1495,\r\n PointLoadData: {\r\n P2: {\r\n Name: \"P2\",\r\n End: 0,\r\n Side: 0,\r\n Location: 135.97,\r\n Bracket: \"\",\r\n },\r\n },\r\n NumPointLoads: 1,\r\n SupportData: {\r\n PR5: {\r\n Name: \"PR5\",\r\n End: 1,\r\n Side: 0,\r\n Location: 0,\r\n Bracket: \"CON\",\r\n },\r\n EB2: {\r\n Name: \"EB2\",\r\n End: 2,\r\n Side: 0,\r\n Location: 1499.89,\r\n Bracket: \"BK3\",\r\n },\r\n },\r\n NumSupports: 2,\r\n ExtraData: {\r\n END_STATE_1: \"Connect\",\r\n END_STATE_2: \"To Beam\",\r\n FA_1: \"0.00\",\r\n FA_2: \"0.00\",\r\n X: \"5968\",\r\n PARENT_LEN: \"1500\",\r\n },\r\n },\r\n IF1: {\r\n Name: \"IF1\",\r\n AreaIndex: 0,\r\n BeamType: \"656510\",\r\n Length: 2835,\r\n PointLoadData: {},\r\n NumPointLoads: 0,\r\n SupportData: {},\r\n NumSupports: 0,\r\n ExtraData: {\r\n END_STATE_1: \"To Beam\",\r\n END_STATE_2: \"To Beam\",\r\n FA_1: \"0.00\",\r\n FA_2: \"0.00\",\r\n X: \"33\",\r\n PARENT_LEN: \"2845\",\r\n },\r\n },\r\n U1: {\r\n Name: \"U1\",\r\n AreaIndex: 0,\r\n BeamType: \"656510\",\r\n Length: 746,\r\n PointLoadData: {},\r\n NumPointLoads: 0,\r\n SupportData: {},\r\n NumSupports: 0,\r\n ExtraData: {\r\n END_STATE_1: \"To Beam\",\r\n END_STATE_2: \"To Beam\",\r\n FA_1: \"0.00\",\r\n FA_2: \"0.00\",\r\n X: \"33\",\r\n PARENT_LEN: \"556\",\r\n },\r\n },\r\n IF2: {\r\n Name: \"IF2\",\r\n AreaIndex: 0,\r\n BeamType: \"656510\",\r\n Length: 2835,\r\n PointLoadData: {},\r\n NumPointLoads: 0,\r\n SupportData: {},\r\n NumSupports: 0,\r\n ExtraData: {\r\n END_STATE_1: \"To Beam\",\r\n END_STATE_2: \"To Beam\",\r\n FA_1: \"0.00\",\r\n FA_2: \"0.00\",\r\n X: \"5968\",\r\n PARENT_LEN: \"2845\",\r\n },\r\n },\r\n U2: {\r\n Name: \"U2\",\r\n AreaIndex: 0,\r\n BeamType: \"656510\",\r\n Length: 746,\r\n PointLoadData: {},\r\n NumPointLoads: 0,\r\n SupportData: {},\r\n NumSupports: 0,\r\n ExtraData: {\r\n END_STATE_1: \"To Beam\",\r\n END_STATE_2: \"To Beam\",\r\n FA_1: \"0.00\",\r\n FA_2: \"0.00\",\r\n X: \"5968\",\r\n PARENT_LEN: \"556\",\r\n },\r\n },\r\n EB1: {\r\n Name: \"EB1\",\r\n AreaIndex: 0,\r\n BeamType: \"1586510\",\r\n Length: 6000,\r\n PointLoadData: {},\r\n NumPointLoads: 0,\r\n SupportData: {\r\n PC1: {\r\n Name: \"PC1\",\r\n End: 0,\r\n Side: 0,\r\n Location: 32.5,\r\n Bracket: \"BK21\",\r\n },\r\n PC2: {\r\n Name: \"PC2\",\r\n End: 0,\r\n Side: 0,\r\n Location: 3000,\r\n Bracket: \"BK21\",\r\n },\r\n PC3: {\r\n Name: \"PC3\",\r\n End: 0,\r\n Side: 0,\r\n Location: 5967.5,\r\n Bracket: \"BK21\",\r\n },\r\n },\r\n NumSupports: 3,\r\n ExtraData: {\r\n END_STATE_1: \"End Cap\",\r\n END_STATE_2: \"End Cap\",\r\n FA_1: \"0.00\",\r\n FA_2: \"0.00\",\r\n X: \"00\",\r\n PARENT_LEN: \"6000\",\r\n },\r\n },\r\n EB2: {\r\n Name: \"EB2\",\r\n AreaIndex: 0,\r\n BeamType: \"1586510\",\r\n Length: 6000,\r\n PointLoadData: {\r\n PR6: {\r\n Name: \"PR6\",\r\n End: 2,\r\n Side: 0,\r\n Location: 32.5,\r\n Bracket: \"BK3\",\r\n },\r\n PR4: {\r\n Name: \"PR4\",\r\n End: 2,\r\n Side: 0,\r\n Location: 3000,\r\n Bracket: \"BK3\",\r\n },\r\n PR2: {\r\n Name: \"PR2\",\r\n End: 2,\r\n Side: 0,\r\n Location: 5967.5,\r\n Bracket: \"BK3\",\r\n },\r\n },\r\n NumPointLoads: 3,\r\n SupportData: {\r\n BK34D_4: {\r\n Name: \"BK34D_4\",\r\n End: 0,\r\n Side: 0,\r\n Location: 132.5,\r\n Bracket: \"\",\r\n },\r\n BK34D_3: {\r\n Name: \"BK34D_3\",\r\n End: 0,\r\n Side: 0,\r\n Location: 2044.17,\r\n Bracket: \"\",\r\n },\r\n BK34D_2: {\r\n Name: \"BK34D_2\",\r\n End: 0,\r\n Side: 0,\r\n Location: 3955.83,\r\n Bracket: \"\",\r\n },\r\n BK34D_1: {\r\n Name: \"BK34D_1\",\r\n End: 0,\r\n Side: 0,\r\n Location: 5867.5,\r\n Bracket: \"\",\r\n },\r\n },\r\n NumSupports: 4,\r\n ExtraData: {\r\n END_STATE_1: \"End Cap\",\r\n END_STATE_2: \"End Cap\",\r\n FA_1: \"0.00\",\r\n FA_2: \"0.00\",\r\n X: \"6000\",\r\n PARENT_LEN: \"6000\",\r\n },\r\n },\r\n P1: {\r\n Name: \"P1\",\r\n AreaIndex: 0,\r\n BeamType: \"656510\",\r\n Length: 6000,\r\n PointLoadData: {},\r\n NumPointLoads: 0,\r\n SupportData: {\r\n PR1: {\r\n Name: \"PR1\",\r\n End: 0,\r\n Side: 0,\r\n Location: 32.5,\r\n Bracket: \"\",\r\n },\r\n PR3: {\r\n Name: \"PR3\",\r\n End: 0,\r\n Side: 0,\r\n Location: 3000,\r\n Bracket: \"\",\r\n },\r\n PR5: {\r\n Name: \"PR5\",\r\n End: 0,\r\n Side: 0,\r\n Location: 5967.5,\r\n Bracket: \"\",\r\n },\r\n },\r\n NumSupports: 3,\r\n ExtraData: {\r\n END_STATE_1: \"End Cap\",\r\n END_STATE_2: \"End Cap\",\r\n FA_1: \"0.00\",\r\n FA_2: \"0.00\",\r\n X: \"00\",\r\n PARENT_LEN: \"6000\",\r\n },\r\n },\r\n P2: {\r\n Name: \"P2\",\r\n AreaIndex: 0,\r\n BeamType: \"656510\",\r\n Length: 6000,\r\n PointLoadData: {},\r\n NumPointLoads: 0,\r\n SupportData: {\r\n PR6: {\r\n Name: \"PR6\",\r\n End: 0,\r\n Side: 0,\r\n Location: 32.5,\r\n Bracket: \"\",\r\n },\r\n PR4: {\r\n Name: \"PR4\",\r\n End: 0,\r\n Side: 0,\r\n Location: 3000,\r\n Bracket: \"\",\r\n },\r\n PR2: {\r\n Name: \"PR2\",\r\n End: 0,\r\n Side: 0,\r\n Location: 5967.5,\r\n Bracket: \"\",\r\n },\r\n },\r\n NumSupports: 3,\r\n ExtraData: {\r\n END_STATE_1: \"End Cap\",\r\n END_STATE_2: \"End Cap\",\r\n FA_1: \"0.00\",\r\n FA_2: \"0.00\",\r\n X: \"6000\",\r\n PARENT_LEN: \"6000\",\r\n },\r\n },\r\n },\r\n Cols: {\r\n PC1: {\r\n Name: \"PC1\",\r\n AreaIndex: 0,\r\n ColumnType: \"1086510\",\r\n Height: 2424,\r\n TopBracket: \"\",\r\n GroundConnection: \"Concrete In\",\r\n Embedment: 500,\r\n ExternalConnector: \"0\",\r\n BaseConnector: \"CON1\",\r\n },\r\n PC2: {\r\n Name: \"PC2\",\r\n AreaIndex: 0,\r\n ColumnType: \"1086510\",\r\n Height: 2424,\r\n TopBracket: \"\",\r\n GroundConnection: \"Concrete In\",\r\n Embedment: 500,\r\n ExternalConnector: \"0\",\r\n BaseConnector: \"CON1\",\r\n },\r\n PC3: {\r\n Name: \"PC3\",\r\n AreaIndex: 0,\r\n ColumnType: \"1086510\",\r\n Height: 2424,\r\n TopBracket: \"\",\r\n GroundConnection: \"Concrete In\",\r\n Embedment: 500,\r\n ExternalConnector: \"0\",\r\n BaseConnector: \"CON1\",\r\n },\r\n },\r\n },\r\n },\r\n FTLC00440: {\r\n AttachmentBracketResults: {\r\n BK34S_10: \"0.071=Uplift\",\r\n BK34S_11: \"0.723=Uplift\",\r\n BK34S_14: \"0.278=Uplift\",\r\n BK34S_16: \"0.066=Uplift\",\r\n BK34S_12: \"1.407=Uplift\",\r\n BK34S_8: \"0.969=Uplift\",\r\n BK34S_9: \"0.103=Uplift\",\r\n BK34S_13: \"0.185=Uplift\",\r\n BK34S_15: \"0.154=Uplift\",\r\n BK34S_2: \"0.078=Uplift\",\r\n BK34S_1: \"0.078=Uplift\",\r\n BK34S_17: \"0.066=Uplift\",\r\n BK34S_3: \"0.832=Uplift\",\r\n BK34S_4: \"1.311=Uplift\",\r\n BK34S_5: \"0.078=Uplift\",\r\n BK34S_6: \"0.108=Uplift\",\r\n BK34S_7: \"0.837=Uplift\",\r\n },\r\n BeamResults: {\r\n \"EB2c,EB2e,EB2f,\": \"0.023786281395106=Vertical Shear\",\r\n \"EB2g,\": \"0.651209659903122=Vertical Shear\",\r\n \"P5,\": \"0.395865359806851=Deflection-W UP (-15.5mm)\",\r\n \"P2,\": \"0.229642409327166=Deflection-W UP (-9.0mm)\",\r\n \"P3,\": \"0.229642409327166=Deflection-W UP (-9.0mm)\",\r\n \"PR3,PR4,\": \"1.33667012551231=Vertical Shear\",\r\n \"EB2b,\": \"0.212798816589901=Vertical Shear\",\r\n \"R1,\": \"0.0446638837230308=Vertical Shear\",\r\n \"PO1,PO2,\": \"0.137538251526543=Bending Moment\",\r\n \"EB2d,\": \"1.33667012551231=Vertical Shear\",\r\n \"P9,\": \"0.395865359806851=Deflection-W UP (-15.5mm)\",\r\n \"EB1d,\": \"1.33538299969758=Vertical Shear\",\r\n \",\": \"1.33667012551231=Vertical Shear\",\r\n \"R2,\": \"0.0446638837230308=Vertical Shear\",\r\n \"P6,P10,\": \"0.395865359806851=Deflection-W UP (-15.5mm)\",\r\n \"EB1,\": \"1.33538299969758=Vertical Shear\",\r\n \"EB2a,\": \"0.00646584491746308=Deflection (0.1mm)\",\r\n \"EB3c,EB3d,EB3e,\": \"0.0220431678407992=Vertical Shear\",\r\n \"P8,P12,\": \"0.396243454680843=Deflection-W UP (-15.6mm)\",\r\n \"EB3a,\": \"0.120093033397122=Vertical Shear\",\r\n \"P8,\": \"0.396243454680843=Deflection-W UP (-15.6mm)\",\r\n \"EB1a,\": \"0.562226622644072=Vertical Shear\",\r\n \"P11,\": \"0.395865359806851=Deflection-W UP (-15.5mm)\",\r\n \"EB3b,\": \"0.120093033397122=Vertical Shear\",\r\n \"FB1b,\": \"0.150913211143877=Vertical Shear\",\r\n \"FB1,\": \"0.151412097792286=Vertical Shear\",\r\n \"P12,\": \"0.396243454680843=Deflection-W UP (-15.6mm)\",\r\n \"P10,\": \"0.395865359806851=Deflection-W UP (-15.5mm)\",\r\n \"P5,P9,\": \"0.395865359806851=Deflection-W UP (-15.5mm)\",\r\n \"EB3,\": \"0.120093033397122=Vertical Shear\",\r\n \"PR1,PR2,\": \"0.619885946787031=Vertical Shear\",\r\n \"EB1b,EB1c,EB1e,EB1f,EB1g,\": \"0.0261089803162112=Vertical Shear\",\r\n \"P4,\": \"0.229642409327166=Deflection-W UP (-9.0mm)\",\r\n \"P1,P2,\": \"0.229642409327166=Deflection-W UP (-9.0mm)\",\r\n \"P3,P4,\": \"0.229642409327166=Deflection-W UP (-9.0mm)\",\r\n \"P7,P11,\": \"0.395865359806851=Deflection-W UP (-15.5mm)\",\r\n \"FB1a,\": \"0.151412097792286=Vertical Shear\",\r\n \"EB2,\": \"1.33667012551231=Vertical Shear\",\r\n \"P1,\": \"0.229642409327166=Deflection-W UP (-9.0mm)\",\r\n \"P6,\": \"0.395865359806851=Deflection-W UP (-15.5mm)\",\r\n \"P7,\": \"0.395865359806851=Deflection-W UP (-15.5mm)\",\r\n },\r\n ColumnResults: {\r\n C3: \"0.083=Base Connection\",\r\n C2: \"0.080=Strength\",\r\n PC2: \"0.114=Deflection (5.7mm)\",\r\n C1: \"0.083=Base Connection\",\r\n PC1: \"0.243=Strength\",\r\n },\r\n BeamAttachmentBracketResults: {\r\n EB1: {\r\n ref: \"BK34S_4\",\r\n area: 0,\r\n type: \"BK34S\",\r\n max_shear: 0.58409862377251,\r\n max_shear_kn: 4.5851741966142,\r\n max_uplift: 1.31074513396554,\r\n max_uplift_kn: -10.2893493016295,\r\n max_area_capacity: 0.627671501092597,\r\n area_m2_roofload: 5.54233935464763,\r\n max_capacity_ratio: 1.31074513396554,\r\n max_capacity_ratio_limit_state: \"Uplift\",\r\n max_input_member: \"EB1d\",\r\n },\r\n EB3: {\r\n ref: \"BK34S_14\",\r\n area: 0,\r\n type: \"BK34S\",\r\n max_shear: 0.120759628395478,\r\n max_shear_kn: 0.947963082904503,\r\n max_uplift: 0.277563707682047,\r\n max_uplift_kn: -2.17887510530407,\r\n max_area_capacity: 0.232135360655377,\r\n area_m2_roofload: 2.04975523458697,\r\n max_capacity_ratio: 0.277563707682047,\r\n max_capacity_ratio_limit_state: \"Uplift\",\r\n max_input_member: \"EB3a\",\r\n },\r\n EB2: {\r\n ref: \"BK34S_12\",\r\n area: 0,\r\n type: \"BK34S\",\r\n max_shear: 0.626883734822211,\r\n max_shear_kn: 4.92103731835435,\r\n max_uplift: 1.40721057174669,\r\n max_uplift_kn: -11.0466029882115,\r\n max_area_capacity: 0.670812754350665,\r\n area_m2_roofload: 5.92327662091637,\r\n max_capacity_ratio: 1.40721057174669,\r\n max_capacity_ratio_limit_state: \"Uplift\",\r\n max_input_member: \"EB2d\",\r\n },\r\n },\r\n maxResultOverAllText: \"\",\r\n MaxResultOverAll: 1.33667012551231,\r\n AreaMaxResults: {\r\n 0: {\r\n MaxResult: 1.33667012551231,\r\n PurlinMax: 0.396243454680843,\r\n NumRafters: 3,\r\n NumColumns: 2,\r\n AttachmentBracketsMaxText: \"\",\r\n MaxResultText: \"\",\r\n NumPurlins: 18,\r\n ColumnsMax: 0.242662081123844,\r\n RATRETSTR: \"-1,-1,-1,-1,-1\",\r\n ColumnsMaxText: \"Limiting Member = PC1 CR=0.243 - Strength\",\r\n RafterMax: 1.33667012551231,\r\n NumFasciaBeams: 0,\r\n EdgeBeamMax: 1.33667012551231,\r\n JoinBeamMax: 0,\r\n OtherMax: 1.33667012551231,\r\n AttachmentBracketsMax: -1,\r\n },\r\n 1: {\r\n MaxResult: 0.151412097792286,\r\n FasciaMax: 0.151412097792286,\r\n NumRafters: 2,\r\n NumColumns: 3,\r\n AttachmentBracketsMaxText: \"\",\r\n MaxResultText: \"\",\r\n NumPurlins: 0,\r\n ColumnsMax: 0.0832178947080745,\r\n RATRETSTR: \"-1.0000000,-1.0000000,-1.0000000,-1.0000000,-1.0000000,Type 1\",\r\n ColumnsMaxText: \"Limiting Member = C1 CR=0.083 - Base Connection\",\r\n RafterMax: 0.0446638837230308,\r\n NumFasciaBeams: 3,\r\n JoinBeamMax: 0,\r\n AttachmentBracketsMax: -1,\r\n },\r\n },\r\n \"BeamResults.TestValueChecksum\": 418.633691360872,\r\n },\r\n FGRC00073: {\r\n AttachmentBracketResults: {\r\n BK34S_10: \"0.399=Uplift\",\r\n BK34S_20: \"0.122=Uplift\",\r\n BK34S_6: \"0.614=Uplift\",\r\n BK34S_11: \"0.085=Uplift\",\r\n BK34S_14: \"0.127=Uplift\",\r\n BK34S_13: \"0.603=Uplift\",\r\n BK34S_16: \"0.024=Uplift\",\r\n BK34S_8: \"0.062=Uplift\",\r\n BK34S_18: \"0.024=Uplift\",\r\n BK34S_12: \"0.622=Uplift\",\r\n BK34S_15: \"0.024=Uplift\",\r\n BK34S_2: \"0.082=Uplift\",\r\n BK34S_1: \"0.540=Uplift\",\r\n BK34S_17: \"0.024=Uplift\",\r\n BK34S_3: \"0.399=Uplift\",\r\n BK34S_4: \"0.830=Uplift\",\r\n BK34S_5: \"0.062=Uplift\",\r\n BK34S_9: \"0.830=Uplift\",\r\n BK34S_7: \"0.614=Uplift\",\r\n BK34S_19: \"0.024=Uplift\",\r\n },\r\n MaxResultOverAll: 0.790053557255535,\r\n BeamResults: {\r\n \"EB2f,\": \"0.742964694631435=Vertical Shear\",\r\n \"EB3h,\": \"0.405715071722347=Vertical Shear\",\r\n \"EB3b,EB3c,EB3d,EB3e,EB3f,EB3g,\": \"0.00803289992359996=Vertical Shear\",\r\n \"P2,\": \"0.132478864487478=Deflection-W UP (-4.2mm)\",\r\n \"EB2i,\": \"0.742964694631435=Vertical Shear\",\r\n \"P3,\": \"0.213338866446758=Deflection-W UP (-6.8mm)\",\r\n \"PR9,PR10,\": \"0.411411760548377=Vertical Shear\",\r\n \"EB2c,\": \"0.742964694631435=Vertical Shear\",\r\n \",\": \"0.790053557255535=End 1 (CON3)\",\r\n \"EB2b,EB2d,EB2e,EB2g,EB2h,EB2j,\": \"0.0207092604787024=Vertical Shear\",\r\n \"EB3,\": \"0.405715071722347=Vertical Shear\",\r\n \"EB2,\": \"0.742964694631435=Vertical Shear\",\r\n \"EB1,\": \"0.0588482418475641=Vertical Shear\",\r\n \"EB2a,\": \"0.418082766103917=Vertical Shear\",\r\n \"P1a,P1b,P1c,P1d,P2a,P2b,P2c,P2d,\": \"0.132478864487478=Deflection-W UP (-4.2mm)\",\r\n \"P5,\": \"0.213338866446758=Deflection-W UP (-6.8mm)\",\r\n \"P8,\": \"0.213338866446758=Deflection-W UP (-6.8mm)\",\r\n \"EB2k,\": \"0.362852766672255=Vertical Shear\",\r\n \"PR7,PR8,\": \"0.790053557255535=End 1 (CON3)\",\r\n \"PR5,PR6,\": \"0.790053557255535=End 1 (CON3)\",\r\n \"PR1,PR2,\": \"0.585796670810423=Bending Moment\",\r\n \"P3a,P3b,P3c,P3d,P4a,P4b,P4c,P4d,P5a,P5b,P5c,P5d,P6a,P6b,P6c,P6d,P7a,P7b,P7c,P7d,P8a,P8b,P8c,P8d,\":\r\n \"0.213338866446758=Deflection-W UP (-6.8mm)\",\r\n \"EB3a,\": \"0.405451885533606=Vertical Shear\",\r\n \"PR3,PR4,\": \"0.790053557255535=End 1 (CON3)\",\r\n \"EB1a,EB1b,EB1c,EB1d,\": \"0.0588482418475641=Vertical Shear\",\r\n \"P4,\": \"0.213338866446758=Deflection-W UP (-6.8mm)\",\r\n \"P1,\": \"0.132478864487478=Deflection-W UP (-4.2mm)\",\r\n \"P6,\": \"0.213338866446758=Deflection-W UP (-6.8mm)\",\r\n \"P7,\": \"0.213338866446758=Deflection-W UP (-6.8mm)\",\r\n },\r\n BeamResultsDetailed: {},\r\n ColumnResults: {\r\n PC4: \"0.415=Top Connection\",\r\n PC2: \"0.412=Top Connection\",\r\n PC3: \"0.415=Top Connection\",\r\n PC1: \"0.415=Top Connection\",\r\n },\r\n AttachmentBracketResultsDetailed: {\r\n BK34S_10: {\r\n ref: \"BK34S_10\",\r\n area: 0,\r\n type: \"BK34S\",\r\n max_shear: 0.239174433892574,\r\n max_shear_kn: 1.8775193060567,\r\n max_uplift: 0.399197316713021,\r\n max_uplift_kn: -3.13369893619722,\r\n max_area_capacity: 0.391365710863833,\r\n area_m2_roofload: 3.81972933803101,\r\n max_capacity_ratio: 0.399197316713021,\r\n max_capacity_ratio_limit_state: \"Uplift\",\r\n max_input_member: \"EB2c\",\r\n },\r\n BK34S_20: {\r\n ref: \"BK34S_20\",\r\n area: 0,\r\n type: \"BK34S\",\r\n max_shear: 0.0729576838303831,\r\n max_shear_kn: 0.572717818068507,\r\n max_uplift: 0.12177100681157,\r\n max_uplift_kn: -0.955902403470822,\r\n max_area_capacity: 0.121872417480551,\r\n area_m2_roofload: 1.18947479461018,\r\n max_capacity_ratio: 0.12177100681157,\r\n max_capacity_ratio_limit_state: \"Uplift\",\r\n max_input_member: \"EB3h\",\r\n },\r\n BK34S_11: {\r\n ref: \"BK34S_11\",\r\n area: 0,\r\n type: \"BK34S\",\r\n max_shear: 0.0510238739311793,\r\n max_shear_kn: 0.400537410359757,\r\n max_uplift: 0.0851620853873492,\r\n max_uplift_kn: -0.668522370290691,\r\n max_area_capacity: 0.0758713565396567,\r\n area_m2_roofload: 0.74050443982705,\r\n max_capacity_ratio: 0.0851620853873492,\r\n max_capacity_ratio_limit_state: \"Uplift\",\r\n max_input_member: \"EB2a\",\r\n },\r\n BK34S_14: {\r\n ref: \"BK34S_14\",\r\n area: 0,\r\n type: \"BK34S\",\r\n max_shear: 0.075817466168902,\r\n max_shear_kn: 0.595167109425881,\r\n max_uplift: 0.126544165118418,\r\n max_uplift_kn: -0.993371696179581,\r\n max_area_capacity: 0.126649550864798,\r\n area_m2_roofload: 1.23609961644043,\r\n max_capacity_ratio: 0.126544165118418,\r\n max_capacity_ratio_limit_state: \"Uplift\",\r\n max_input_member: \"EB3a\",\r\n },\r\n BK34S_9: {\r\n ref: \"BK34S_9\",\r\n area: 0,\r\n type: \"BK34S\",\r\n max_shear: 0.496999951226571,\r\n max_shear_kn: 3.90144961712858,\r\n max_uplift: 0.829524475953238,\r\n max_uplift_kn: -6.51176713623292,\r\n max_area_capacity: 0.8220512457654,\r\n area_m2_roofload: 8.0232201586703,\r\n max_capacity_ratio: 0.829524475953238,\r\n max_capacity_ratio_limit_state: \"Uplift\",\r\n max_input_member: \"EB2c\",\r\n },\r\n BK34S_3: {\r\n ref: \"BK34S_3\",\r\n area: 0,\r\n type: \"BK34S\",\r\n max_shear: 0.239174433892574,\r\n max_shear_kn: 1.8775193060567,\r\n max_uplift: 0.399197316713021,\r\n max_uplift_kn: -3.13369893619722,\r\n max_area_capacity: 0.391365710863833,\r\n area_m2_roofload: 3.81972933803101,\r\n max_capacity_ratio: 0.399197316713021,\r\n max_capacity_ratio_limit_state: \"Uplift\",\r\n max_input_member: \"EB2i\",\r\n },\r\n BK34S_16: {\r\n ref: \"BK34S_16\",\r\n area: 0,\r\n type: \"BK34S\",\r\n max_shear: 0.0143219673519669,\r\n max_shear_kn: 0.11242744371294,\r\n max_uplift: 0.0239042728936682,\r\n max_uplift_kn: -0.187648542215295,\r\n max_area_capacity: 0.0239241803278689,\r\n area_m2_roofload: 0.2335,\r\n max_capacity_ratio: 0.0239042728936682,\r\n max_capacity_ratio_limit_state: \"Uplift\",\r\n max_input_member: \"EB3d\",\r\n },\r\n BK34S_8: {\r\n ref: \"BK34S_8\",\r\n area: 0,\r\n type: \"BK34S\",\r\n max_shear: 0.0369228242951187,\r\n max_shear_kn: 0.289844170716682,\r\n max_uplift: 0.061626538188852,\r\n max_uplift_kn: -0.483768324782488,\r\n max_area_capacity: 0.0616778606557377,\r\n area_m2_roofload: 0.60197592,\r\n max_capacity_ratio: 0.061626538188852,\r\n max_capacity_ratio_limit_state: \"Uplift\",\r\n max_input_member: \"EB2e\",\r\n },\r\n BK34S_18: {\r\n ref: \"BK34S_18\",\r\n area: 0,\r\n type: \"BK34S\",\r\n max_shear: 0.0143219673519669,\r\n max_shear_kn: 0.11242744371294,\r\n max_uplift: 0.0239042728936682,\r\n max_uplift_kn: -0.187648542215295,\r\n max_area_capacity: 0.0239241803278689,\r\n area_m2_roofload: 0.2335,\r\n max_capacity_ratio: 0.0239042728936682,\r\n max_capacity_ratio_limit_state: \"Uplift\",\r\n max_input_member: \"EB3f\",\r\n },\r\n BK34S_13: {\r\n ref: \"BK34S_13\",\r\n area: 0,\r\n type: \"BK34S\",\r\n max_shear: 0.361442861397143,\r\n max_shear_kn: 2.83732646196757,\r\n max_uplift: 0.603271085736627,\r\n max_uplift_kn: -4.73567802303252,\r\n max_area_capacity: 0.603773488779711,\r\n area_m2_roofload: 5.89282925048998,\r\n max_capacity_ratio: 0.603271085736627,\r\n max_capacity_ratio_limit_state: \"Uplift\",\r\n max_input_member: \"EB3a\",\r\n },\r\n BK34S_15: {\r\n ref: \"BK34S_15\",\r\n area: 0,\r\n type: \"BK34S\",\r\n max_shear: 0.0143219673519669,\r\n max_shear_kn: 0.11242744371294,\r\n max_uplift: 0.0239042728936682,\r\n max_uplift_kn: -0.187648542215295,\r\n max_area_capacity: 0.0239241803278689,\r\n area_m2_roofload: 0.2335,\r\n max_capacity_ratio: 0.0239042728936682,\r\n max_capacity_ratio_limit_state: \"Uplift\",\r\n max_input_member: \"EB3c\",\r\n },\r\n BK34S_2: {\r\n ref: \"BK34S_2\",\r\n area: 0,\r\n type: \"BK34S\",\r\n max_shear: 0.0494288035091915,\r\n max_shear_kn: 0.388016107547154,\r\n max_uplift: 0.0824998115729505,\r\n max_uplift_kn: -0.647623520847662,\r\n max_area_capacity: 0.0732068655885553,\r\n area_m2_roofload: 0.7144990081443,\r\n max_capacity_ratio: 0.0824998115729505,\r\n max_capacity_ratio_limit_state: \"Uplift\",\r\n max_input_member: \"EB2k\",\r\n },\r\n BK34S_1: {\r\n ref: \"BK34S_1\",\r\n area: 0,\r\n type: \"BK34S\",\r\n max_shear: 0.323467585011438,\r\n max_shear_kn: 2.53922054233979,\r\n max_uplift: 0.539887938182412,\r\n max_uplift_kn: -4.23812031473193,\r\n max_area_capacity: 0.530975904182881,\r\n area_m2_roofload: 5.18232482482492,\r\n max_capacity_ratio: 0.539887938182412,\r\n max_capacity_ratio_limit_state: \"Uplift\",\r\n max_input_member: \"EB2k\",\r\n },\r\n BK34S_17: {\r\n ref: \"BK34S_17\",\r\n area: 0,\r\n type: \"BK34S\",\r\n max_shear: 0.0143219673519669,\r\n max_shear_kn: 0.11242744371294,\r\n max_uplift: 0.0239042728936682,\r\n max_uplift_kn: -0.187648542215295,\r\n max_area_capacity: 0.0239241803278689,\r\n area_m2_roofload: 0.2335,\r\n max_capacity_ratio: 0.0239042728936682,\r\n max_capacity_ratio_limit_state: \"Uplift\",\r\n max_input_member: \"EB3e\",\r\n },\r\n BK34S_12: {\r\n ref: \"BK34S_12\",\r\n area: 0,\r\n type: \"BK34S\",\r\n max_shear: 0.372702746424661,\r\n max_shear_kn: 2.92571655943359,\r\n max_uplift: 0.622064548801752,\r\n max_uplift_kn: -4.88320670809375,\r\n max_area_capacity: 0.613220951331373,\r\n area_m2_roofload: 5.9850364849942,\r\n max_capacity_ratio: 0.622064548801752,\r\n max_capacity_ratio_limit_state: \"Uplift\",\r\n max_input_member: \"EB2a\",\r\n },\r\n BK34S_4: {\r\n ref: \"BK34S_4\",\r\n area: 0,\r\n type: \"BK34S\",\r\n max_shear: 0.496999951226571,\r\n max_shear_kn: 3.90144961712858,\r\n max_uplift: 0.829524475953239,\r\n max_uplift_kn: -6.51176713623292,\r\n max_area_capacity: 0.8220512457654,\r\n area_m2_roofload: 8.02322015867031,\r\n max_capacity_ratio: 0.829524475953239,\r\n max_capacity_ratio_limit_state: \"Uplift\",\r\n max_input_member: \"EB2i\",\r\n },\r\n BK34S_5: {\r\n ref: \"BK34S_5\",\r\n area: 0,\r\n type: \"BK34S\",\r\n max_shear: 0.0369228242951187,\r\n max_shear_kn: 0.289844170716682,\r\n max_uplift: 0.061626538188852,\r\n max_uplift_kn: -0.483768324782488,\r\n max_area_capacity: 0.0616778606557377,\r\n area_m2_roofload: 0.60197592,\r\n max_capacity_ratio: 0.061626538188852,\r\n max_capacity_ratio_limit_state: \"Uplift\",\r\n max_input_member: \"EB2h\",\r\n },\r\n BK34S_6: {\r\n ref: \"BK34S_6\",\r\n area: 0,\r\n type: \"BK34S\",\r\n max_shear: 0.368086988114255,\r\n max_shear_kn: 2.8894828566969,\r\n max_uplift: 0.614360555100914,\r\n max_uplift_kn: -4.82273035754218,\r\n max_area_capacity: 0.606708227189577,\r\n area_m2_roofload: 5.92147229737027,\r\n max_capacity_ratio: 0.614360555100914,\r\n max_capacity_ratio_limit_state: \"Uplift\",\r\n max_input_member: \"EB2f\",\r\n },\r\n BK34S_7: {\r\n ref: \"BK34S_7\",\r\n area: 0,\r\n type: \"BK34S\",\r\n max_shear: 0.368086988114255,\r\n max_shear_kn: 2.8894828566969,\r\n max_uplift: 0.614360555100914,\r\n max_uplift_kn: -4.82273035754218,\r\n max_area_capacity: 0.606708227189577,\r\n area_m2_roofload: 5.92147229737027,\r\n max_capacity_ratio: 0.614360555100914,\r\n max_capacity_ratio_limit_state: \"Uplift\",\r\n max_input_member: \"EB2f\",\r\n },\r\n BK34S_19: {\r\n ref: \"BK34S_19\",\r\n area: 0,\r\n type: \"BK34S\",\r\n max_shear: 0.0143219673519669,\r\n max_shear_kn: 0.11242744371294,\r\n max_uplift: 0.0239042728936682,\r\n max_uplift_kn: -0.187648542215295,\r\n max_area_capacity: 0.0239241803278689,\r\n area_m2_roofload: 0.2335,\r\n max_capacity_ratio: 0.0239042728936682,\r\n max_capacity_ratio_limit_state: \"Uplift\",\r\n max_input_member: \"EB3g\",\r\n },\r\n },\r\n Errors: {\r\n max_beam_column_exceeded: false,\r\n max_col_column_exceeded: false,\r\n },\r\n BeamAttachmentBracketResults: {\r\n EB3: {\r\n ref: \"BK34S_13\",\r\n area: 0,\r\n type: \"BK34S\",\r\n max_shear: 0.361442861397143,\r\n max_shear_kn: 2.83732646196757,\r\n max_uplift: 0.603271085736627,\r\n max_uplift_kn: -4.73567802303252,\r\n max_area_capacity: 0.603773488779711,\r\n area_m2_roofload: 5.89282925048998,\r\n max_capacity_ratio: 0.603271085736627,\r\n max_capacity_ratio_limit_state: \"Uplift\",\r\n max_input_member: \"EB3a\",\r\n },\r\n EB2: {\r\n ref: \"BK34S_9\",\r\n area: 0,\r\n type: \"BK34S\",\r\n max_shear: 0.496999951226571,\r\n max_shear_kn: 3.90144961712858,\r\n max_uplift: 0.829524475953238,\r\n max_uplift_kn: -6.51176713623292,\r\n max_area_capacity: 0.8220512457654,\r\n area_m2_roofload: 8.0232201586703,\r\n max_capacity_ratio: 0.829524475953238,\r\n max_capacity_ratio_limit_state: \"Uplift\",\r\n max_input_member: \"EB2c\",\r\n },\r\n },\r\n maxResultOverAllText: \"\",\r\n AreaMaxResults: {\r\n 0: {\r\n MaxResult: 0.790053557255535,\r\n PurlinMax: 0.213338866446758,\r\n NumRafters: 5,\r\n NumColumns: 4,\r\n AttachmentBracketsMaxText: \"\",\r\n MaxResultText: \"\",\r\n NumPurlins: 10,\r\n ColumnsMax: 0.41539537339148,\r\n RATRETSTR: \"-1,-1,-1,-1,-1\",\r\n ColumnsMaxText: \"Limiting Member = PC1 CR=0.415 - Top Connection\",\r\n RafterMax: 0.790053557255535,\r\n NumFasciaBeams: 0,\r\n EdgeBeamMax: 0.742964694631435,\r\n JoinBeamMax: 0,\r\n OtherMax: 0.790053557255535,\r\n AttachmentBracketsMax: -1,\r\n },\r\n },\r\n ColumnResultsDetailed: {\r\n PC4: {\r\n ref: \"PC4\",\r\n area: 0,\r\n type: \"Column\",\r\n member_size: \"1586510\",\r\n embedment: 500,\r\n height: 2504,\r\n total_compression_kn: 3.29084953458021,\r\n total_tension_kn: -5.49263682798459,\r\n max_strength: 0.112096158672034,\r\n max_deflection_mm: 50,\r\n max_deflection: 0.0961439945411197,\r\n max_capacity_ratio: 0.41539537339148,\r\n max_capacity_ratio_limit_state: \"Top Connection\",\r\n },\r\n PC2: {\r\n ref: \"PC2\",\r\n area: 0,\r\n type: \"Column\",\r\n member_size: \"1586510\",\r\n embedment: 500,\r\n height: 2504,\r\n total_compression_kn: 6.0831182641722,\r\n total_tension_kn: -10.1531106347103,\r\n max_strength: 0.158082372604832,\r\n max_deflection_mm: 50,\r\n max_deflection: 0.0961439945411197,\r\n max_capacity_ratio: 0.412211221917626,\r\n max_capacity_ratio_limit_state: \"Top Connection\",\r\n },\r\n PC3: {\r\n ref: \"PC3\",\r\n area: 0,\r\n type: \"Column\",\r\n member_size: \"1586510\",\r\n embedment: 500,\r\n height: 2504,\r\n total_compression_kn: 6.0831182641722,\r\n total_tension_kn: -10.1531106347103,\r\n max_strength: 0.158082372604832,\r\n max_deflection_mm: 50,\r\n max_deflection: 0.0961439945411197,\r\n max_capacity_ratio: 0.41539537339148,\r\n max_capacity_ratio_limit_state: \"Top Connection\",\r\n },\r\n PC1: {\r\n ref: \"PC1\",\r\n area: 0,\r\n type: \"Column\",\r\n member_size: \"1586510\",\r\n embedment: 500,\r\n height: 2504,\r\n total_compression_kn: 6.0831182641722,\r\n total_tension_kn: -10.1531106347103,\r\n max_strength: 0.158082372604832,\r\n max_deflection_mm: 50,\r\n max_deflection: 0.0961439945411197,\r\n max_capacity_ratio: 0.41539537339148,\r\n max_capacity_ratio_limit_state: \"Top Connection\",\r\n },\r\n },\r\n \"BeamResults.TestValueChecksum\": 489.679904494908,\r\n BeamPointLoadPeakCalcs: [\r\n {\r\n BeamName: \"PR1,PR2,\",\r\n BeamType: \"Welded Rafter\",\r\n Length: 7846,\r\n Column: \"G\",\r\n PointLoads: [\r\n {\r\n Name: \"P7a\",\r\n Location: 709,\r\n },\r\n {\r\n Name: \"P5a\",\r\n Location: 1801,\r\n },\r\n {\r\n Name: \"P3a\",\r\n Location: 2892,\r\n },\r\n {\r\n Name: \"P1a\",\r\n Location: 3792,\r\n },\r\n {\r\n Name: \"P2d\",\r\n Location: 4059,\r\n },\r\n {\r\n Name: \"P4d\",\r\n Location: 4959,\r\n },\r\n {\r\n Name: \"P6d\",\r\n Location: 6050,\r\n },\r\n {\r\n Name: \"P8d\",\r\n Location: 7141,\r\n },\r\n ],\r\n },\r\n {\r\n BeamName: \"PR3,PR4,\",\r\n BeamType: \"Welded Rafter\",\r\n Length: 8284,\r\n Column: \"H\",\r\n PointLoads: [\r\n {\r\n Name: \"P7a\",\r\n Location: 900,\r\n },\r\n {\r\n Name: \"P7b\",\r\n Location: 900,\r\n },\r\n {\r\n Name: \"P5a\",\r\n Location: 1991,\r\n },\r\n {\r\n Name: \"P5b\",\r\n Location: 1991,\r\n },\r\n {\r\n Name: \"P3a\",\r\n Location: 3082,\r\n },\r\n {\r\n Name: \"P3b\",\r\n Location: 3082,\r\n },\r\n {\r\n Name: \"P1a\",\r\n Location: 3982,\r\n },\r\n {\r\n Name: \"P1b\",\r\n Location: 3982,\r\n },\r\n {\r\n Name: \"P2c\",\r\n Location: 4249,\r\n },\r\n {\r\n Name: \"P2d\",\r\n Location: 4249,\r\n },\r\n {\r\n Name: \"P4c\",\r\n Location: 5149,\r\n },\r\n {\r\n Name: \"P4d\",\r\n Location: 5149,\r\n },\r\n {\r\n Name: \"P6c\",\r\n Location: 6240,\r\n },\r\n {\r\n Name: \"P6d\",\r\n Location: 6240,\r\n },\r\n {\r\n Name: \"P8c\",\r\n Location: 7331,\r\n },\r\n {\r\n Name: \"P8d\",\r\n Location: 7331,\r\n },\r\n ],\r\n },\r\n {\r\n BeamName: \"PR5,PR6,\",\r\n BeamType: \"Welded Rafter\",\r\n Length: 8284,\r\n Column: \"I\",\r\n PointLoads: [\r\n {\r\n Name: \"P7b\",\r\n Location: 900,\r\n },\r\n {\r\n Name: \"P7c\",\r\n Location: 900,\r\n },\r\n {\r\n Name: \"P5b\",\r\n Location: 1991,\r\n },\r\n {\r\n Name: \"P5c\",\r\n Location: 1991,\r\n },\r\n {\r\n Name: \"P3b\",\r\n Location: 3082,\r\n },\r\n {\r\n Name: \"P3c\",\r\n Location: 3082,\r\n },\r\n {\r\n Name: \"P1b\",\r\n Location: 3982,\r\n },\r\n {\r\n Name: \"P1c\",\r\n Location: 3982,\r\n },\r\n {\r\n Name: \"P2b\",\r\n Location: 4249,\r\n },\r\n {\r\n Name: \"P2c\",\r\n Location: 4249,\r\n },\r\n {\r\n Name: \"P4b\",\r\n Location: 5149,\r\n },\r\n {\r\n Name: \"P4c\",\r\n Location: 5149,\r\n },\r\n {\r\n Name: \"P6b\",\r\n Location: 6240,\r\n },\r\n {\r\n Name: \"P6c\",\r\n Location: 6240,\r\n },\r\n {\r\n Name: \"P8b\",\r\n Location: 7331,\r\n },\r\n {\r\n Name: \"P8c\",\r\n Location: 7331,\r\n },\r\n ],\r\n },\r\n {\r\n BeamName: \"PR7,PR8,\",\r\n BeamType: \"Welded Rafter\",\r\n Length: 8284,\r\n Column: \"J\",\r\n PointLoads: [\r\n {\r\n Name: \"P7c\",\r\n Location: 900,\r\n },\r\n {\r\n Name: \"P7d\",\r\n Location: 900,\r\n },\r\n {\r\n Name: \"P5c\",\r\n Location: 1991,\r\n },\r\n {\r\n Name: \"P5d\",\r\n Location: 1991,\r\n },\r\n {\r\n Name: \"P3c\",\r\n Location: 3082,\r\n },\r\n {\r\n Name: \"P3d\",\r\n Location: 3082,\r\n },\r\n {\r\n Name: \"P1c\",\r\n Location: 3982,\r\n },\r\n {\r\n Name: \"P1d\",\r\n Location: 3982,\r\n },\r\n {\r\n Name: \"P2a\",\r\n Location: 4249,\r\n },\r\n {\r\n Name: \"P2b\",\r\n Location: 4249,\r\n },\r\n {\r\n Name: \"P4a\",\r\n Location: 5149,\r\n },\r\n {\r\n Name: \"P4b\",\r\n Location: 5149,\r\n },\r\n {\r\n Name: \"P6a\",\r\n Location: 6240,\r\n },\r\n {\r\n Name: \"P6b\",\r\n Location: 6240,\r\n },\r\n {\r\n Name: \"P8a\",\r\n Location: 7331,\r\n },\r\n {\r\n Name: \"P8b\",\r\n Location: 7331,\r\n },\r\n ],\r\n },\r\n {\r\n BeamName: \"PR9,PR10,\",\r\n BeamType: \"Welded Rafter\",\r\n Length: 8284,\r\n Column: \"K\",\r\n PointLoads: [\r\n {\r\n Name: \"P7d\",\r\n Location: 900,\r\n },\r\n {\r\n Name: \"P5d\",\r\n Location: 1991,\r\n },\r\n {\r\n Name: \"P3d\",\r\n Location: 3082,\r\n },\r\n {\r\n Name: \"P1d\",\r\n Location: 3982,\r\n },\r\n {\r\n Name: \"P2a\",\r\n Location: 4249,\r\n },\r\n {\r\n Name: \"P4a\",\r\n Location: 5149,\r\n },\r\n {\r\n Name: \"P6a\",\r\n Location: 6240,\r\n },\r\n {\r\n Name: \"P8a\",\r\n Location: 7331,\r\n },\r\n ],\r\n },\r\n {\r\n BeamName: \"EB3a,\",\r\n BeamType: \"Edge Beam\",\r\n Length: 1066.87,\r\n Column: \"N\",\r\n PointLoads: [\r\n {\r\n Name: \"EB1a\",\r\n Location: 0,\r\n },\r\n {\r\n Name: 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embedment: 500,\r\n height: 2952,\r\n total_compression_kn: 5.98750809275717,\r\n total_tension_kn: -4.57315670561961,\r\n max_strength: 0.108733993868453,\r\n max_deflection_mm: 50,\r\n max_deflection: 0.6475625412696701,\r\n max_capacity_ratio: 0.6475625412696701,\r\n max_capacity_ratio_limit_state: \"Deflection (32.4mm)\",\r\n },\r\n C5: {\r\n ref: \"C5\",\r\n area: 0,\r\n type: \"Column\",\r\n member_size: \"65x65x3.0\",\r\n embedment: 500,\r\n height: 2421,\r\n total_compression_kn: 3.15048210417984,\r\n total_tension_kn: -2.06480565051474,\r\n max_strength: 0.0524825656331977,\r\n max_deflection_mm: 50,\r\n max_deflection: 0.351100800804612,\r\n max_capacity_ratio: 0.351100800804612,\r\n max_capacity_ratio_limit_state: \"Deflection (17.6mm)\",\r\n },\r\n C1: {\r\n ref: \"C1\",\r\n area: 0,\r\n type: \"Column\",\r\n member_size: \"65x65x3.0\",\r\n embedment: 500,\r\n height: 2952,\r\n total_compression_kn: 6.1983966485739,\r\n total_tension_kn: -4.71051979509712,\r\n max_strength: 0.11311478220801,\r\n max_deflection_mm: 50,\r\n max_deflection: 0.6475625412696701,\r\n max_capacity_ratio: 0.6475625412696701,\r\n max_capacity_ratio_limit_state: \"Deflection (32.4mm)\",\r\n },\r\n C4: {\r\n ref: \"C4\",\r\n area: 0,\r\n type: \"Column\",\r\n member_size: \"65x65x3.0\",\r\n embedment: 500,\r\n height: 2294,\r\n total_compression_kn: 5.81967189946798,\r\n total_tension_kn: -3.81417542611041,\r\n max_strength: 0.100181091556136,\r\n max_deflection_mm: 50,\r\n max_deflection: 0.297452870051428,\r\n max_capacity_ratio: 0.297452870051428,\r\n max_capacity_ratio_limit_state: \"Deflection (14.9mm)\",\r\n },\r\n C3: {\r\n ref: \"C3\",\r\n area: 0,\r\n type: \"Column\",\r\n member_size: \"65x65x3.0\",\r\n embedment: 500,\r\n height: 2482,\r\n total_compression_kn: 3.25848855502018,\r\n total_tension_kn: -2.13559238175543,\r\n max_strength: 0.0544978669632731,\r\n max_deflection_mm: 50,\r\n max_deflection: 0.379069859061082,\r\n max_capacity_ratio: 0.379069859061082,\r\n max_capacity_ratio_limit_state: \"Deflection (19.0mm)\",\r\n },\r\n },\r\n \"BeamResults.TestValueChecksum\": 23.9615922837998,\r\n BeamPointLoadPeakCalcs: [\r\n {\r\n BeamName: \"R1,\",\r\n BeamType: \"Rafter\",\r\n Length: 4635,\r\n Column: \"H\",\r\n PointLoads: [\r\n {\r\n Name: \"P1\",\r\n Location: 594,\r\n },\r\n {\r\n Name: \"P5\",\r\n Location: 594,\r\n },\r\n {\r\n Name: \"P2\",\r\n Location: 1665,\r\n },\r\n {\r\n Name: \"P6\",\r\n Location: 1665,\r\n },\r\n {\r\n Name: \"P3\",\r\n Location: 2736,\r\n },\r\n {\r\n Name: \"P7\",\r\n Location: 2736,\r\n },\r\n {\r\n Name: \"P4\",\r\n Location: 3807,\r\n },\r\n {\r\n Name: \"P8\",\r\n Location: 3807,\r\n },\r\n ],\r\n },\r\n {\r\n BeamName: \"R2,\",\r\n BeamType: \"Rafter\",\r\n Length: 4341,\r\n Column: \"I\",\r\n PointLoads: [\r\n {\r\n Name: \"P1\",\r\n Location: 299,\r\n },\r\n {\r\n Name: \"P2\",\r\n Location: 1370,\r\n },\r\n {\r\n Name: \"P3\",\r\n Location: 2441,\r\n },\r\n {\r\n Name: \"P4\",\r\n Location: 3512,\r\n },\r\n ],\r\n },\r\n {\r\n BeamName: \"R3,\",\r\n BeamType: \"Rafter\",\r\n Length: 4929,\r\n Column: \"J\",\r\n PointLoads: [\r\n {\r\n Name: \"P5\",\r\n Location: 888,\r\n },\r\n {\r\n Name: \"P6\",\r\n Location: 1959,\r\n },\r\n {\r\n Name: \"P7\",\r\n Location: 3030,\r\n },\r\n {\r\n Name: \"P8\",\r\n Location: 4101,\r\n },\r\n ],\r\n },\r\n ],\r\n ProcessedLoadData: {\r\n Beams: {\r\n P1: {\r\n Name: \"P1\",\r\n AreaIndex: 0,\r\n BeamType: \"1586510\",\r\n Length: 4228,\r\n PointLoadData: {},\r\n NumPointLoads: 0,\r\n SupportData: {\r\n R2: {\r\n Name: \"R2\",\r\n End: 1,\r\n Side: 0,\r\n Location: 0,\r\n Bracket: \"BK2\",\r\n },\r\n R1: {\r\n Name: \"R1\",\r\n End: 2,\r\n Side: 0,\r\n Location: 4237.5,\r\n Bracket: \"BK2\",\r\n },\r\n },\r\n NumSupports: 2,\r\n ExtraData: {\r\n END_STATE_1: \"To Beam\",\r\n END_STATE_2: \"To Beam\",\r\n FA_1: \"0.00\",\r\n FA_2: \"0.00\",\r\n X: \"33\",\r\n PARENT_LEN: \"4270\",\r\n },\r\n },\r\n P2: {\r\n Name: \"P2\",\r\n AreaIndex: 0,\r\n BeamType: \"1586510\",\r\n Length: 4228,\r\n PointLoadData: {},\r\n NumPointLoads: 0,\r\n SupportData: {\r\n R2: {\r\n Name: \"R2\",\r\n End: 1,\r\n Side: 0,\r\n Location: 0,\r\n Bracket: \"BK2\",\r\n },\r\n R1: {\r\n Name: \"R1\",\r\n End: 2,\r\n Side: 0,\r\n Location: 4237.5,\r\n Bracket: \"BK2\",\r\n },\r\n },\r\n NumSupports: 2,\r\n ExtraData: {\r\n END_STATE_1: \"To Beam\",\r\n END_STATE_2: \"To Beam\",\r\n FA_1: \"0.00\",\r\n FA_2: \"0.00\",\r\n X: \"33\",\r\n PARENT_LEN: \"4270\",\r\n },\r\n },\r\n P3: {\r\n Name: \"P3\",\r\n AreaIndex: 0,\r\n BeamType: \"1586510\",\r\n Length: 4228,\r\n PointLoadData: {},\r\n NumPointLoads: 0,\r\n SupportData: {\r\n R2: {\r\n Name: \"R2\",\r\n End: 1,\r\n Side: 0,\r\n Location: 0,\r\n Bracket: \"BK2\",\r\n },\r\n R1: {\r\n Name: \"R1\",\r\n End: 2,\r\n Side: 0,\r\n Location: 4237.5,\r\n Bracket: \"BK2\",\r\n },\r\n },\r\n NumSupports: 2,\r\n ExtraData: {\r\n END_STATE_1: \"To Beam\",\r\n END_STATE_2: \"To Beam\",\r\n FA_1: \"0.00\",\r\n FA_2: \"0.00\",\r\n X: \"33\",\r\n PARENT_LEN: \"4270\",\r\n },\r\n },\r\n P4: {\r\n Name: \"P4\",\r\n AreaIndex: 0,\r\n BeamType: \"1586510\",\r\n Length: 4228,\r\n PointLoadData: {},\r\n NumPointLoads: 0,\r\n SupportData: {\r\n R2: {\r\n Name: \"R2\",\r\n End: 1,\r\n Side: 0,\r\n Location: 0,\r\n Bracket: \"BK2\",\r\n },\r\n R1: {\r\n Name: \"R1\",\r\n End: 2,\r\n Side: 0,\r\n Location: 4237.5,\r\n Bracket: \"BK2\",\r\n },\r\n },\r\n NumSupports: 2,\r\n ExtraData: {\r\n END_STATE_1: \"To Beam\",\r\n END_STATE_2: \"To Beam\",\r\n FA_1: \"0.00\",\r\n FA_2: \"0.00\",\r\n X: \"33\",\r\n PARENT_LEN: \"4270\",\r\n },\r\n },\r\n P5: {\r\n Name: \"P5\",\r\n AreaIndex: 0,\r\n BeamType: \"1586510\",\r\n Length: 4228,\r\n PointLoadData: {},\r\n NumPointLoads: 0,\r\n SupportData: {\r\n R1: {\r\n Name: \"R1\",\r\n End: 1,\r\n Side: 0,\r\n Location: 0,\r\n Bracket: \"BK2\",\r\n },\r\n R3: {\r\n Name: \"R3\",\r\n End: 2,\r\n Side: 0,\r\n Location: 4237.5,\r\n Bracket: \"BK2\",\r\n },\r\n },\r\n NumSupports: 2,\r\n ExtraData: {\r\n END_STATE_1: \"To Beam\",\r\n END_STATE_2: \"To Beam\",\r\n FA_1: \"0.00\",\r\n FA_2: \"-0.00\",\r\n X: \"4368\",\r\n PARENT_LEN: \"4270\",\r\n },\r\n },\r\n P6: {\r\n Name: \"P6\",\r\n AreaIndex: 0,\r\n BeamType: \"1586510\",\r\n Length: 4228,\r\n PointLoadData: {},\r\n NumPointLoads: 0,\r\n SupportData: {\r\n R1: {\r\n Name: \"R1\",\r\n End: 1,\r\n Side: 0,\r\n Location: 0,\r\n Bracket: \"BK2\",\r\n },\r\n R3: {\r\n Name: \"R3\",\r\n End: 2,\r\n Side: 0,\r\n Location: 4237.5,\r\n Bracket: \"BK2\",\r\n },\r\n },\r\n NumSupports: 2,\r\n ExtraData: {\r\n END_STATE_1: \"To Beam\",\r\n END_STATE_2: \"To Beam\",\r\n FA_1: \"0.00\",\r\n FA_2: \"-0.00\",\r\n X: \"4368\",\r\n PARENT_LEN: \"4270\",\r\n },\r\n },\r\n P7: {\r\n Name: \"P7\",\r\n AreaIndex: 0,\r\n BeamType: \"1586510\",\r\n Length: 4228,\r\n PointLoadData: {},\r\n NumPointLoads: 0,\r\n SupportData: {\r\n R1: {\r\n Name: \"R1\",\r\n End: 1,\r\n Side: 0,\r\n Location: 0,\r\n Bracket: \"BK2\",\r\n },\r\n R3: {\r\n Name: \"R3\",\r\n End: 2,\r\n Side: 0,\r\n Location: 4237.5,\r\n Bracket: \"BK2\",\r\n },\r\n },\r\n NumSupports: 2,\r\n ExtraData: {\r\n END_STATE_1: \"To Beam\",\r\n END_STATE_2: \"To Beam\",\r\n FA_1: \"0.00\",\r\n FA_2: \"-0.00\",\r\n X: \"4368\",\r\n PARENT_LEN: \"4270\",\r\n },\r\n },\r\n P8: {\r\n Name: \"P8\",\r\n AreaIndex: 0,\r\n BeamType: \"1586510\",\r\n Length: 4228,\r\n PointLoadData: {},\r\n NumPointLoads: 0,\r\n SupportData: {\r\n R1: {\r\n Name: \"R1\",\r\n End: 1,\r\n Side: 0,\r\n Location: 0,\r\n Bracket: \"BK2\",\r\n },\r\n R3: {\r\n Name: \"R3\",\r\n End: 2,\r\n Side: 0,\r\n Location: 4237.5,\r\n Bracket: \"BK2\",\r\n },\r\n },\r\n NumSupports: 2,\r\n ExtraData: {\r\n END_STATE_1: \"To Beam\",\r\n END_STATE_2: \"To Beam\",\r\n FA_1: \"0.00\",\r\n FA_2: \"-0.00\",\r\n X: \"4368\",\r\n PARENT_LEN: \"4270\",\r\n },\r\n },\r\n R1: {\r\n Name: \"R1\",\r\n AreaIndex: 0,\r\n BeamType: \"1586510\",\r\n Length: 4635,\r\n PointLoadData: {\r\n P1: {\r\n Name: \"P1\",\r\n End: 2,\r\n Side: 0,\r\n Location: 594.42,\r\n Bracket: \"BK2\",\r\n },\r\n P5: {\r\n Name: \"P5\",\r\n End: 1,\r\n Side: 0,\r\n Location: 594.42,\r\n Bracket: \"BK2\",\r\n },\r\n P2: {\r\n Name: \"P2\",\r\n End: 2,\r\n Side: 0,\r\n Location: 1665.29,\r\n Bracket: \"BK2\",\r\n },\r\n P6: {\r\n Name: \"P6\",\r\n End: 1,\r\n Side: 0,\r\n Location: 1665.29,\r\n Bracket: \"BK2\",\r\n },\r\n P3: {\r\n Name: \"P3\",\r\n End: 2,\r\n Side: 0,\r\n Location: 2736.16,\r\n Bracket: \"BK2\",\r\n },\r\n P7: {\r\n Name: \"P7\",\r\n End: 1,\r\n Side: 0,\r\n Location: 2736.16,\r\n Bracket: \"BK2\",\r\n },\r\n P4: {\r\n Name: \"P4\",\r\n End: 2,\r\n Side: 0,\r\n Location: 3807.02,\r\n Bracket: \"BK2\",\r\n },\r\n P8: {\r\n Name: \"P8\",\r\n End: 1,\r\n Side: 0,\r\n Location: 3807.02,\r\n Bracket: \"BK2\",\r\n },\r\n },\r\n NumPointLoads: 8,\r\n SupportData: {\r\n FB2: {\r\n Name: \"FB2\",\r\n End: 1,\r\n Side: 0,\r\n Location: 0,\r\n Bracket: \"BK57\",\r\n },\r\n FB1: {\r\n Name: \"FB1\",\r\n End: 2,\r\n Side: 0,\r\n Location: 4679.3,\r\n Bracket: \"BK3\",\r\n },\r\n },\r\n NumSupports: 2,\r\n ExtraData: {\r\n END_STATE_1: \"To Beam\",\r\n END_STATE_2: \"To Beam\",\r\n FA_1: \"3.89\",\r\n FA_2: \"-0.00\",\r\n X: \"4335\",\r\n PARENT_LEN: \"5088\",\r\n },\r\n },\r\n FB1: {\r\n Name: \"FB1\",\r\n AreaIndex: 0,\r\n BeamType: \"150mm x 50mm x 5mm\",\r\n Length: 8530,\r\n PointLoadData: {\r\n R3: {\r\n Name: \"R3\",\r\n End: 2,\r\n Side: 0,\r\n Location: 0,\r\n Bracket: \"BK3\",\r\n },\r\n R1: {\r\n Name: \"R1\",\r\n End: 2,\r\n Side: 0,\r\n Location: 4270,\r\n Bracket: \"BK3\",\r\n },\r\n R2: {\r\n Name: \"R2\",\r\n End: 2,\r\n Side: 0,\r\n Location: 8540,\r\n Bracket: \"BK3\",\r\n },\r\n },\r\n NumPointLoads: 3,\r\n SupportData: {\r\n R3: {\r\n Name: \"R3\",\r\n End: 1,\r\n Side: 0,\r\n Location: 0,\r\n Bracket: \"BK2\",\r\n },\r\n C1: {\r\n Name: \"C1\",\r\n End: 1,\r\n Side: 0,\r\n Location: 0,\r\n Bracket: \"BK2\",\r\n },\r\n R2: {\r\n Name: \"R2\",\r\n End: 2,\r\n Side: 0,\r\n Location: 8540,\r\n Bracket: \"BK2\",\r\n },\r\n C2: {\r\n Name: \"C2\",\r\n End: 2,\r\n Side: 0,\r\n Location: 8540,\r\n Bracket: \"BK2\",\r\n },\r\n },\r\n NumSupports: 4,\r\n ExtraData: {\r\n END_STATE_1: \"To Beam\",\r\n END_STATE_2: \"To Beam\",\r\n FA_1: \"0.00\",\r\n FA_2: \"0.00\",\r\n X: \"8670\",\r\n PARENT_LEN: \"8670\",\r\n },\r\n },\r\n R2: {\r\n Name: \"R2\",\r\n AreaIndex: 0,\r\n BeamType: \"1586510\",\r\n Length: 4341,\r\n PointLoadData: {\r\n FB2: {\r\n Name: \"FB2\",\r\n End: 1,\r\n Side: 0,\r\n Location: 0,\r\n Bracket: \"BK2\",\r\n },\r\n P1: {\r\n Name: \"P1\",\r\n End: 1,\r\n Side: 0,\r\n Location: 299.93,\r\n Bracket: \"BK2\",\r\n },\r\n P2: {\r\n Name: \"P2\",\r\n End: 1,\r\n Side: 0,\r\n Location: 1370.8,\r\n Bracket: \"BK2\",\r\n },\r\n P3: {\r\n Name: \"P3\",\r\n End: 1,\r\n Side: 0,\r\n Location: 2441.66,\r\n Bracket: \"BK2\",\r\n },\r\n P4: {\r\n Name: \"P4\",\r\n End: 1,\r\n Side: 0,\r\n Location: 3512.53,\r\n Bracket: \"BK2\",\r\n },\r\n FB1: {\r\n Name: \"FB1\",\r\n End: 2,\r\n Side: 0,\r\n Location: 4384.81,\r\n Bracket: \"BK2\",\r\n },\r\n },\r\n NumPointLoads: 6,\r\n SupportData: {\r\n FB2: {\r\n Name: \"FB2\",\r\n End: 1,\r\n Side: 0,\r\n Location: 0,\r\n Bracket: \"BK57\",\r\n },\r\n C3: {\r\n Name: \"C3\",\r\n End: 1,\r\n Side: 0,\r\n Location: 0,\r\n Bracket: \"BK57\",\r\n },\r\n FB1: {\r\n Name: \"FB1\",\r\n End: 2,\r\n Side: 0,\r\n Location: 4384.81,\r\n Bracket: \"BK3\",\r\n },\r\n C2: {\r\n Name: \"C2\",\r\n End: 2,\r\n Side: 0,\r\n Location: 4384.81,\r\n Bracket: \"BK3\",\r\n },\r\n },\r\n NumSupports: 4,\r\n ExtraData: {\r\n END_STATE_1: \"To Beam\",\r\n END_STATE_2: \"To Beam\",\r\n FA_1: \"3.89\",\r\n FA_2: \"0.00\",\r\n X: \"33\",\r\n PARENT_LEN: \"5088\",\r\n },\r\n },\r\n R3: {\r\n Name: \"R3\",\r\n AreaIndex: 0,\r\n BeamType: \"1586510\",\r\n Length: 4929,\r\n PointLoadData: {\r\n FB2: {\r\n Name: \"FB2\",\r\n End: 2,\r\n Side: 0,\r\n Location: 0,\r\n Bracket: \"BK2\",\r\n },\r\n P5: {\r\n Name: \"P5\",\r\n End: 2,\r\n Side: 0,\r\n Location: 888.73,\r\n Bracket: \"BK2\",\r\n },\r\n P6: {\r\n Name: \"P6\",\r\n End: 2,\r\n Side: 0,\r\n Location: 1959.6,\r\n Bracket: \"BK2\",\r\n },\r\n P7: {\r\n Name: \"P7\",\r\n End: 2,\r\n Side: 0,\r\n Location: 3030.47,\r\n Bracket: \"BK2\",\r\n },\r\n P8: {\r\n Name: \"P8\",\r\n End: 2,\r\n Side: 0,\r\n Location: 4101.33,\r\n Bracket: \"BK2\",\r\n },\r\n FB1: {\r\n Name: \"FB1\",\r\n End: 1,\r\n Side: 0,\r\n Location: 4973.61,\r\n Bracket: \"BK2\",\r\n },\r\n },\r\n NumPointLoads: 6,\r\n SupportData: {\r\n FB2: {\r\n Name: \"FB2\",\r\n End: 1,\r\n Side: 0,\r\n Location: 0,\r\n Bracket: \"BK57\",\r\n },\r\n C5: {\r\n Name: \"C5\",\r\n End: 1,\r\n Side: 0,\r\n Location: 0,\r\n Bracket: \"BK57\",\r\n },\r\n FB1: {\r\n Name: \"FB1\",\r\n End: 2,\r\n Side: 0,\r\n Location: 4973.61,\r\n Bracket: \"BK3\",\r\n },\r\n C1: {\r\n Name: \"C1\",\r\n End: 2,\r\n Side: 0,\r\n Location: 4973.61,\r\n Bracket: \"BK3\",\r\n },\r\n },\r\n NumSupports: 4,\r\n ExtraData: {\r\n END_STATE_1: \"To Beam\",\r\n END_STATE_2: \"To Beam\",\r\n FA_1: \"3.89\",\r\n FA_2: \"0.00\",\r\n X: \"8638\",\r\n PARENT_LEN: \"5088\",\r\n },\r\n },\r\n FB2: {\r\n Name: \"FB2\",\r\n AreaIndex: 0,\r\n BeamType: \"1586510\",\r\n Length: 8546,\r\n PointLoadData: {\r\n R2: {\r\n Name: \"R2\",\r\n End: 1,\r\n Side: 0,\r\n Location: 0,\r\n Bracket: \"BK57\",\r\n },\r\n R1: {\r\n Name: \"R1\",\r\n End: 1,\r\n Side: 0,\r\n Location: 4276.95,\r\n Bracket: \"BK57\",\r\n },\r\n R3: {\r\n Name: \"R3\",\r\n End: 1,\r\n Side: 0,\r\n Location: 8555.77,\r\n Bracket: \"BK57\",\r\n },\r\n },\r\n NumPointLoads: 3,\r\n SupportData: {\r\n R2: {\r\n Name: \"R2\",\r\n End: 1,\r\n Side: 0,\r\n Location: 0,\r\n Bracket: \"BK2\",\r\n },\r\n C3: {\r\n Name: \"C3\",\r\n End: 1,\r\n Side: 0,\r\n Location: 0,\r\n Bracket: \"BK2\",\r\n },\r\n C4: {\r\n Name: \"C4\",\r\n End: 0,\r\n Side: 0,\r\n Location: 4277.92,\r\n Bracket: \"BK\",\r\n },\r\n R3: {\r\n Name: \"R3\",\r\n End: 2,\r\n Side: 0,\r\n Location: 8555.77,\r\n Bracket: \"BK2\",\r\n },\r\n C5: {\r\n Name: \"C5\",\r\n End: 2,\r\n Side: 0,\r\n Location: 8555.77,\r\n Bracket: \"BK2\",\r\n },\r\n },\r\n NumSupports: 5,\r\n ExtraData: {\r\n END_STATE_1: \"To Beam\",\r\n END_STATE_2: \"To Beam\",\r\n FA_1: \"0.00\",\r\n FA_2: \"0.00\",\r\n X: \"2\",\r\n PARENT_LEN: \"8690\",\r\n },\r\n },\r\n },\r\n Cols: {\r\n C1: {\r\n Name: \"C1\",\r\n AreaIndex: 0,\r\n ColumnType: \"65mm x 65mm x 3mm P/C\",\r\n Height: 2952,\r\n TopBracket: \"\",\r\n GroundConnection: \"Concrete In\",\r\n Embedment: 500,\r\n ExternalConnector: \"0\",\r\n BaseConnector: \"\",\r\n },\r\n C2: {\r\n Name: \"C2\",\r\n AreaIndex: 0,\r\n ColumnType: \"65mm x 65mm x 3mm P/C\",\r\n Height: 2952,\r\n TopBracket: \"\",\r\n GroundConnection: \"Concrete In\",\r\n Embedment: 500,\r\n ExternalConnector: \"0\",\r\n BaseConnector: \"\",\r\n },\r\n C3: {\r\n Name: \"C3\",\r\n AreaIndex: 0,\r\n ColumnType: \"65mm x 65mm x 3mm P/C\",\r\n Height: 2482,\r\n TopBracket: \"\",\r\n GroundConnection: \"Concrete In\",\r\n Embedment: 500,\r\n ExternalConnector: \"0\",\r\n BaseConnector: \"\",\r\n },\r\n C4: {\r\n Name: \"C4\",\r\n AreaIndex: 0,\r\n ColumnType: \"65mm x 65mm x 3mm P/C\",\r\n Height: 2294,\r\n TopBracket: \"BK\",\r\n GroundConnection: \"Concrete In\",\r\n Embedment: 500,\r\n ExternalConnector: \"0\",\r\n BaseConnector: \"\",\r\n },\r\n C5: {\r\n Name: \"C5\",\r\n AreaIndex: 0,\r\n ColumnType: \"65mm x 65mm x 3mm P/C\",\r\n Height: 2421,\r\n TopBracket: \"\",\r\n GroundConnection: \"Concrete In\",\r\n Embedment: 500,\r\n ExternalConnector: \"0\",\r\n BaseConnector: \"\",\r\n },\r\n },\r\n },\r\n },\r\n CVSC00227: {\r\n AttachmentBracketResults: {},\r\n MaxResultOverAll: 0.596806348730482,\r\n BeamResults: {\r\n \"R1b,\": \"0.00671368315554681=Deflection (0.1mm)\",\r\n \"PA1,\": \"0.0276135332679859=Vertical Shear\",\r\n \"R2,\": \"0.47759083261829=Bending Moment\",\r\n \"FB1,\": \"0.296300455580168=Bending Moment\",\r\n \",\": \"0.596806348730482=Bending Moment\",\r\n \"P1,\": \"0.596806348730482=Bending Moment\",\r\n \"R1,\": \"0.300917774380859=Vertical Shear\",\r\n \"R1a,\": \"0.300917774380859=Vertical Shear\",\r\n },\r\n BeamResultsDetailed: {},\r\n ColumnResults: {\r\n C2: \"0.449=Deflection (22.4mm)\",\r\n C1: \"0.542=Deflection (27.1mm)\",\r\n C4: \"0.446=Deflection (22.3mm)\",\r\n C3: \"0.472=Deflection (23.6mm)\",\r\n },\r\n AttachmentBracketResultsDetailed: {},\r\n Errors: {\r\n max_beam_column_exceeded: false,\r\n max_col_column_exceeded: false,\r\n },\r\n BeamAttachmentBracketResults: {},\r\n maxResultOverAllText: \"\",\r\n AreaMaxResults: {\r\n 0: {\r\n MaxResult: 0.596806348730482,\r\n PurlinMax: 0.596806348730482,\r\n FasciaMax: 0.296300455580168,\r\n NumRafters: 4,\r\n NumColumns: 4,\r\n AttachmentBracketsMaxText: \"\",\r\n MaxResultText: \"\",\r\n NumPurlins: 1,\r\n ColumnsMax: 0.541947686952871,\r\n RATRETSTR: \"-1.0000000,-1.0000000,-1.0000000,-1.0000000,-1.0000000,Type 4\",\r\n ColumnsMaxText: \"Limiting Member = C1 CR=0.542 - Deflection (27.1mm)\",\r\n RafterMax: 0.47759083261829,\r\n NumFasciaBeams: 1,\r\n JoinBeamMax: 0,\r\n OtherMax: 0.596806348730482,\r\n AttachmentBracketsMax: -1,\r\n },\r\n },\r\n ColumnResultsDetailed: {\r\n C2: {\r\n ref: \"C2\",\r\n area: 0,\r\n type: \"Column\",\r\n member_size: \"656510\",\r\n embedment: 500,\r\n height: 2593,\r\n total_compression_kn: 1.65232500952187,\r\n total_tension_kn: -0.713951010414031,\r\n max_strength: 0.258017612343561,\r\n max_deflection_mm: 50,\r\n max_deflection: 0.44869530792248,\r\n max_capacity_ratio: 0.44869530792248,\r\n max_capacity_ratio_limit_state: \"Deflection (22.4mm)\",\r\n },\r\n C1: {\r\n ref: \"C1\",\r\n area: 0,\r\n type: \"Column\",\r\n member_size: \"656510\",\r\n embedment: 500,\r\n height: 2751,\r\n total_compression_kn: 0.322526068570075,\r\n total_tension_kn: -0.139359878482443,\r\n max_strength: 0.231098612356031,\r\n max_deflection_mm: 50,\r\n max_deflection: 0.541947686952871,\r\n max_capacity_ratio: 0.541947686952871,\r\n max_capacity_ratio_limit_state: \"Deflection (27.1mm)\",\r\n },\r\n C4: {\r\n ref: \"C4\",\r\n area: 0,\r\n type: \"Column\",\r\n member_size: \"656510\",\r\n embedment: 500,\r\n height: 2588,\r\n total_compression_kn: 4.0736333781795,\r\n total_tension_kn: -1.76017106177505,\r\n max_strength: 0.336348902337914,\r\n max_deflection_mm: 50,\r\n max_deflection: 0.445943144490854,\r\n max_capacity_ratio: 0.445943144490854,\r\n max_capacity_ratio_limit_state: \"Deflection (22.3mm)\",\r\n },\r\n C3: {\r\n ref: \"C3\",\r\n area: 0,\r\n type: \"Column\",\r\n member_size: \"656510\",\r\n embedment: 500,\r\n height: 2635,\r\n total_compression_kn: 4.38951022738071,\r\n total_tension_kn: -1.896657887523,\r\n max_strength: 0.355483880987757,\r\n max_deflection_mm: 50,\r\n max_deflection: 0.472285843029969,\r\n max_capacity_ratio: 0.472285843029969,\r\n max_capacity_ratio_limit_state: \"Deflection (23.6mm)\",\r\n },\r\n },\r\n \"BeamResults.TestValueChecksum\": 147.203180131263,\r\n BeamPointLoadPeakCalcs: [],\r\n ProcessedLoadData: {\r\n Beams: {\r\n P1: {\r\n Name: \"P1\",\r\n AreaIndex: 0,\r\n BeamType: \"1586510\",\r\n Length: 6860,\r\n PointLoadData: {},\r\n NumPointLoads: 0,\r\n SupportData: {\r\n R1: {\r\n Name: \"R1\",\r\n End: 1,\r\n Side: 0,\r\n Location: 0,\r\n Bracket: \"BK2\",\r\n },\r\n R2: {\r\n Name: \"R2\",\r\n End: 2,\r\n Side: 0,\r\n Location: 6870,\r\n Bracket: \"BK2\",\r\n },\r\n },\r\n NumSupports: 2,\r\n ExtraData: {\r\n END_STATE_1: \"To Beam\",\r\n END_STATE_2: \"To Beam\",\r\n FA_1: \"0.00\",\r\n FA_2: \"-0.00\",\r\n X: \"33\",\r\n PARENT_LEN: \"6935\",\r\n },\r\n },\r\n PA1: {\r\n Name: \"PA1\",\r\n AreaIndex: 0,\r\n BeamType: \"1586510\",\r\n Length: 1180,\r\n PointLoadData: {},\r\n NumPointLoads: 0,\r\n SupportData: {\r\n C1: {\r\n Name: \"C1\",\r\n End: 1,\r\n Side: 0,\r\n Location: 0,\r\n Bracket: \"BK2\",\r\n },\r\n C2: {\r\n Name: \"C2\",\r\n End: 0,\r\n Side: 0,\r\n Location: 1152.5,\r\n Bracket: \"BK\",\r\n },\r\n },\r\n NumSupports: 2,\r\n ExtraData: {\r\n END_STATE_1: \"To Beam\",\r\n END_STATE_2: \"End Cap\",\r\n FA_1: \"0.00\",\r\n FA_2: \"0.00\",\r\n X: \"1250\",\r\n PARENT_LEN: \"1250\",\r\n },\r\n },\r\n R1: {\r\n Name: \"R1\",\r\n AreaIndex: 0,\r\n BeamType: \"1586510\",\r\n Length: 3363,\r\n PointLoadData: {\r\n FB1: {\r\n Name: \"FB1\",\r\n End: 1,\r\n Side: 0,\r\n Location: 0,\r\n Bracket: \"BK2\",\r\n },\r\n P1: {\r\n Name: \"P1\",\r\n End: 1,\r\n Side: 0,\r\n Location: 985.03,\r\n Bracket: \"BK2\",\r\n },\r\n },\r\n NumPointLoads: 2,\r\n SupportData: {\r\n FB1: {\r\n Name: \"FB1\",\r\n End: 1,\r\n Side: 0,\r\n Location: 0,\r\n Bracket: \"BK46\",\r\n },\r\n C3: {\r\n Name: \"C3\",\r\n End: 1,\r\n Side: 0,\r\n Location: 0,\r\n Bracket: \"BK46\",\r\n },\r\n C2: {\r\n Name: \"C2\",\r\n End: 0,\r\n Side: 0,\r\n Location: 3221.39,\r\n Bracket: \"BK\",\r\n },\r\n },\r\n NumSupports: 3,\r\n ExtraData: {\r\n END_STATE_1: \"To Beam\",\r\n END_STATE_2: \"To Beam\",\r\n FA_1: \"10.99\",\r\n FA_2: \"0.00\",\r\n X: \"33\",\r\n PARENT_LEN: \"4788\",\r\n },\r\n },\r\n R2: {\r\n Name: \"R2\",\r\n AreaIndex: 0,\r\n BeamType: \"1586510\",\r\n Length: 4705,\r\n PointLoadData: {\r\n FB1: {\r\n Name: \"FB1\",\r\n End: 2,\r\n Side: 0,\r\n Location: 0,\r\n Bracket: \"BK2\",\r\n },\r\n P1: {\r\n Name: \"P1\",\r\n End: 2,\r\n Side: 0,\r\n Location: 2333.22,\r\n Bracket: \"BK2\",\r\n },\r\n },\r\n NumPointLoads: 2,\r\n SupportData: {\r\n FB1: {\r\n Name: \"FB1\",\r\n End: 1,\r\n Side: 0,\r\n Location: 0,\r\n Bracket: \"BK46\",\r\n },\r\n C4: {\r\n Name: \"C4\",\r\n End: 1,\r\n Side: 0,\r\n Location: 0,\r\n Bracket: \"BK46\",\r\n },\r\n W1: {\r\n Name: \"W1\",\r\n End: 2,\r\n Side: 0,\r\n Location: 4727.18,\r\n Bracket: \"BK2\",\r\n },\r\n },\r\n NumSupports: 3,\r\n ExtraData: {\r\n END_STATE_1: \"To Beam\",\r\n END_STATE_2: \"To Wall\",\r\n FA_1: \"10.99\",\r\n FA_2: \"0.00\",\r\n X: \"6968\",\r\n PARENT_LEN: \"4788\",\r\n },\r\n },\r\n FB1: {\r\n Name: \"FB1\",\r\n AreaIndex: 0,\r\n BeamType: \"1586510\",\r\n Length: 6978,\r\n PointLoadData: {\r\n R1: {\r\n Name: \"R1\",\r\n End: 1,\r\n Side: 0,\r\n Location: 0,\r\n Bracket: \"BK46\",\r\n },\r\n R2: {\r\n Name: \"R2\",\r\n End: 1,\r\n Side: 0,\r\n Location: 6987.81,\r\n Bracket: \"BK46\",\r\n },\r\n },\r\n NumPointLoads: 2,\r\n SupportData: {\r\n R1: {\r\n Name: \"R1\",\r\n End: 1,\r\n Side: 0,\r\n Location: 0,\r\n Bracket: \"BK2\",\r\n },\r\n C3: {\r\n Name: \"C3\",\r\n End: 1,\r\n Side: 0,\r\n Location: 0,\r\n Bracket: \"BK2\",\r\n },\r\n R2: {\r\n Name: \"R2\",\r\n End: 2,\r\n Side: 0,\r\n Location: 6987.81,\r\n Bracket: \"BK2\",\r\n },\r\n C4: {\r\n Name: \"C4\",\r\n End: 2,\r\n Side: 0,\r\n Location: 6987.81,\r\n Bracket: \"BK2\",\r\n },\r\n },\r\n NumSupports: 4,\r\n ExtraData: {\r\n END_STATE_1: \"To Beam\",\r\n END_STATE_2: \"To Beam\",\r\n FA_1: \"0.00\",\r\n FA_2: \"0.00\",\r\n X: \"6\",\r\n PARENT_LEN: \"7131\",\r\n },\r\n },\r\n },\r\n Cols: {\r\n C1: {\r\n Name: \"C1\",\r\n AreaIndex: 0,\r\n ColumnType: \"656510\",\r\n Height: 2751,\r\n TopBracket: \"\",\r\n GroundConnection: \"Concrete In\",\r\n Embedment: 500,\r\n ExternalConnector: \"0\",\r\n BaseConnector: \"CON1\",\r\n },\r\n C2: {\r\n Name: \"C2\",\r\n AreaIndex: 0,\r\n ColumnType: \"656510\",\r\n Height: 2593,\r\n TopBracket: \"BK\",\r\n GroundConnection: \"Concrete In\",\r\n Embedment: 500,\r\n ExternalConnector: \"0\",\r\n BaseConnector: \"CON1\",\r\n },\r\n C3: {\r\n Name: \"C3\",\r\n AreaIndex: 0,\r\n ColumnType: \"656510\",\r\n Height: 2635,\r\n TopBracket: \"\",\r\n GroundConnection: \"Concrete In\",\r\n Embedment: 500,\r\n ExternalConnector: \"0\",\r\n BaseConnector: \"CON1\",\r\n },\r\n C4: {\r\n Name: \"C4\",\r\n AreaIndex: 0,\r\n ColumnType: \"656510\",\r\n Height: 2588,\r\n TopBracket: \"\",\r\n GroundConnection: \"Concrete In\",\r\n Embedment: 500,\r\n ExternalConnector: \"0\",\r\n BaseConnector: \"CON1\",\r\n },\r\n },\r\n },\r\n },\r\n FTLC01383: {\r\n AttachmentBracketResults: {},\r\n MaxResultOverAll: 0.387344662083303,\r\n BeamResults: {\r\n \",\": \"0.158720742632126=Bending Moment\",\r\n \"FB1a,FB1b,FB1c,FB1d,\": \"0.158720742632126=Bending Moment\",\r\n \"FB1,\": \"0.158720742632126=Bending Moment\",\r\n \"R2,\": \"0.0438650925389323=Bending Moment\",\r\n \"R1,\": \"0.0438650925389323=Bending Moment\",\r\n },\r\n BeamResultsDetailed: {},\r\n ColumnResults: {\r\n C2: \"0.387=Deflection (19.4mm)\",\r\n C5: \"0.161=Deflection (8.1mm)\",\r\n C1: \"0.161=Deflection (8.1mm)\",\r\n C4: \"0.387=Deflection (19.4mm)\",\r\n C3: \"0.387=Deflection (19.4mm)\",\r\n },\r\n AttachmentBracketResultsDetailed: {},\r\n Errors: {\r\n max_beam_column_exceeded: false,\r\n max_col_column_exceeded: false,\r\n },\r\n BeamAttachmentBracketResults: {},\r\n maxResultOverAllText: \"Limiting Member = C2 CR=0.387 - Deflection (19.4mm)\",\r\n AreaMaxResults: {\r\n 0: {\r\n MaxResult: 0.387344662083303,\r\n FasciaMax: 0.158720742632126,\r\n NumRafters: 2,\r\n NumColumns: 5,\r\n AttachmentBracketsMaxText: \"\",\r\n MaxResultText: \"Limiting Member = C2 CR=0.387 - Deflection (19.4mm)\",\r\n NumPurlins: 0,\r\n ColumnsMax: 0.387344662083303,\r\n RATRETSTR: \"-1.0000000,-1.0000000,-1.0000000,-1.0000000,-1.0000000,Type 1\",\r\n ColumnsMaxText: \"Limiting Member = C2 CR=0.387 - Deflection (19.4mm)\",\r\n RafterMax: 0.0438650925389323,\r\n NumFasciaBeams: 2,\r\n JoinBeamMax: 0,\r\n OtherMax: 0.158720742632126,\r\n AttachmentBracketsMax: -1,\r\n },\r\n },\r\n ColumnResultsDetailed: {\r\n C2: {\r\n ref: \"C2\",\r\n area: 0,\r\n type: \"Column\",\r\n member_size: \"65x65x3.0\",\r\n embedment: 500,\r\n height: 2861,\r\n total_compression_kn: 3.60647806655675,\r\n total_tension_kn: -2.14199910356644,\r\n max_strength: 0.0617412454393867,\r\n max_deflection_mm: 50,\r\n max_deflection: 0.387344662083303,\r\n max_capacity_ratio: 0.387344662083303,\r\n max_capacity_ratio_limit_state: \"Deflection (19.4mm)\",\r\n },\r\n C5: {\r\n ref: \"C5\",\r\n area: 0,\r\n type: \"Column\",\r\n member_size: \"90x90x3.5\",\r\n embedment: 500,\r\n height: 3019,\r\n total_compression_kn: 2.26861448983637,\r\n total_tension_kn: -1.34740045936472,\r\n max_strength: 0.0170099191156452,\r\n max_deflection_mm: 50,\r\n max_deflection: 0.161409380041811,\r\n max_capacity_ratio: 0.161409380041811,\r\n max_capacity_ratio_limit_state: \"Deflection (8.1mm)\",\r\n },\r\n C1: {\r\n ref: \"C1\",\r\n area: 0,\r\n type: \"Column\",\r\n member_size: \"90x90x3.5\",\r\n embedment: 500,\r\n height: 3019,\r\n total_compression_kn: 2.26861448983637,\r\n total_tension_kn: -1.34740045936472,\r\n max_strength: 0.0170099191156452,\r\n max_deflection_mm: 50,\r\n max_deflection: 0.161409380041811,\r\n max_capacity_ratio: 0.161409380041811,\r\n max_capacity_ratio_limit_state: \"Deflection (8.1mm)\",\r\n },\r\n C4: {\r\n ref: \"C4\",\r\n area: 0,\r\n type: \"Column\",\r\n member_size: \"65x65x3.0\",\r\n embedment: 500,\r\n height: 2861,\r\n total_compression_kn: 3.60647806655675,\r\n total_tension_kn: -2.14199910356644,\r\n max_strength: 0.0617412454393867,\r\n max_deflection_mm: 50,\r\n max_deflection: 0.387344662083303,\r\n max_capacity_ratio: 0.387344662083303,\r\n max_capacity_ratio_limit_state: \"Deflection (19.4mm)\",\r\n },\r\n C3: {\r\n ref: \"C3\",\r\n area: 0,\r\n type: \"Column\",\r\n member_size: \"65x65x3.0\",\r\n embedment: 500,\r\n height: 2861,\r\n total_compression_kn: 3.60647806655675,\r\n total_tension_kn: -2.14199910356644,\r\n max_strength: 0.0617412454393867,\r\n max_deflection_mm: 50,\r\n max_deflection: 0.387344662083303,\r\n max_capacity_ratio: 0.387344662083303,\r\n max_capacity_ratio_limit_state: \"Deflection (19.4mm)\",\r\n },\r\n },\r\n \"BeamResults.TestValueChecksum\": 8.27490465049321,\r\n BeamPointLoadPeakCalcs: [],\r\n ProcessedLoadData: {\r\n Beams: {\r\n R1: {\r\n Name: \"R1\",\r\n AreaIndex: 0,\r\n BeamType: \"1586510\",\r\n Length: 3808,\r\n PointLoadData: {\r\n FB1: {\r\n Name: \"FB1\",\r\n End: 1,\r\n Side: 0,\r\n Location: 0,\r\n Bracket: \"BK2\",\r\n },\r\n },\r\n NumPointLoads: 1,\r\n SupportData: {\r\n FB1: {\r\n Name: \"FB1\",\r\n End: 1,\r\n Side: 0,\r\n Location: 0,\r\n Bracket: \"BK2\",\r\n },\r\n C1: {\r\n Name: \"C1\",\r\n End: 1,\r\n Side: 0,\r\n Location: 0,\r\n Bracket: \"BK2\",\r\n },\r\n W1: {\r\n Name: \"W1\",\r\n End: 2,\r\n Side: 0,\r\n Location: 3830.35,\r\n Bracket: \"BK2\",\r\n },\r\n },\r\n NumSupports: 3,\r\n ExtraData: {\r\n END_STATE_1: \"To Beam\",\r\n END_STATE_2: \"To Wall\",\r\n FA_1: \"0.00\",\r\n FA_2: \"0.00\",\r\n X: \"33\",\r\n PARENT_LEN: \"3902\",\r\n },\r\n },\r\n R2: {\r\n Name: \"R2\",\r\n AreaIndex: 0,\r\n BeamType: \"1586510\",\r\n Length: 3808,\r\n PointLoadData: {\r\n FB1: {\r\n Name: \"FB1\",\r\n End: 2,\r\n Side: 0,\r\n Location: 0,\r\n Bracket: \"BK2\",\r\n },\r\n },\r\n NumPointLoads: 1,\r\n SupportData: {\r\n FB1: {\r\n Name: \"FB1\",\r\n End: 1,\r\n Side: 0,\r\n Location: 0,\r\n Bracket: \"BK2\",\r\n },\r\n C5: {\r\n Name: \"C5\",\r\n End: 1,\r\n Side: 0,\r\n Location: 0,\r\n Bracket: \"BK2\",\r\n },\r\n W1: {\r\n Name: \"W1\",\r\n End: 2,\r\n Side: 0,\r\n Location: 3830.35,\r\n Bracket: \"BK2\",\r\n },\r\n },\r\n NumSupports: 3,\r\n ExtraData: {\r\n END_STATE_1: \"To Beam\",\r\n END_STATE_2: \"To Wall\",\r\n FA_1: \"0.00\",\r\n FA_2: \"0.00\",\r\n X: \"14438\",\r\n PARENT_LEN: \"3902\",\r\n },\r\n },\r\n FB1: {\r\n Name: \"FB1\",\r\n AreaIndex: 0,\r\n BeamType: \"1586510\",\r\n Length: 14305,\r\n PointLoadData: {\r\n R1: {\r\n Name: \"R1\",\r\n End: 1,\r\n Side: 0,\r\n Location: 0,\r\n Bracket: \"BK2\",\r\n },\r\n R2: {\r\n Name: \"R2\",\r\n End: 1,\r\n Side: 0,\r\n Location: 14315,\r\n Bracket: \"BK2\",\r\n },\r\n },\r\n NumPointLoads: 2,\r\n SupportData: {\r\n R1: {\r\n Name: \"R1\",\r\n End: 1,\r\n Side: 0,\r\n Location: 0,\r\n Bracket: \"BK2\",\r\n },\r\n C1: {\r\n Name: \"C1\",\r\n End: 1,\r\n Side: 0,\r\n Location: 0,\r\n Bracket: \"BK2\",\r\n },\r\n C2: {\r\n Name: \"C2\",\r\n End: 0,\r\n Side: 0,\r\n Location: 3556.25,\r\n Bracket: \"BK\",\r\n },\r\n C3: {\r\n Name: \"C3\",\r\n End: 0,\r\n Side: 0,\r\n Location: 7157.5,\r\n Bracket: \"BK\",\r\n },\r\n C4: {\r\n Name: \"C4\",\r\n End: 0,\r\n Side: 0,\r\n Location: 10758.75,\r\n Bracket: \"BK\",\r\n },\r\n R2: {\r\n Name: \"R2\",\r\n End: 2,\r\n Side: 0,\r\n Location: 14315,\r\n Bracket: \"BK2\",\r\n },\r\n C5: {\r\n Name: \"C5\",\r\n End: 2,\r\n Side: 0,\r\n Location: 14315,\r\n Bracket: \"BK2\",\r\n },\r\n },\r\n NumSupports: 7,\r\n ExtraData: {\r\n END_STATE_1: \"To Beam\",\r\n END_STATE_2: \"To Beam\",\r\n FA_1: \"0.00\",\r\n FA_2: \"0.00\",\r\n X: \"00\",\r\n PARENT_LEN: \"14470\",\r\n },\r\n },\r\n },\r\n Cols: {\r\n C1: {\r\n Name: \"C1\",\r\n AreaIndex: 0,\r\n ColumnType: \"90mm x 90mm x 3.5mm P/C\",\r\n Height: 3019,\r\n TopBracket: \"\",\r\n GroundConnection: \"Concrete In\",\r\n Embedment: 500,\r\n ExternalConnector: \"0\",\r\n BaseConnector: \"\",\r\n },\r\n C2: {\r\n Name: \"C2\",\r\n AreaIndex: 0,\r\n ColumnType: \"65mm x 65mm x 3mm P/C\",\r\n Height: 2861,\r\n TopBracket: \"BK\",\r\n GroundConnection: \"Concrete In\",\r\n Embedment: 500,\r\n ExternalConnector: \"0\",\r\n BaseConnector: \"\",\r\n },\r\n C3: {\r\n Name: \"C3\",\r\n AreaIndex: 0,\r\n ColumnType: \"65mm x 65mm x 3mm P/C\",\r\n Height: 2861,\r\n TopBracket: \"BK\",\r\n GroundConnection: \"Concrete In\",\r\n Embedment: 500,\r\n ExternalConnector: \"0\",\r\n BaseConnector: \"\",\r\n },\r\n C4: {\r\n Name: \"C4\",\r\n AreaIndex: 0,\r\n ColumnType: \"65mm x 65mm x 3mm P/C\",\r\n Height: 2861,\r\n TopBracket: \"BK\",\r\n GroundConnection: \"Concrete In\",\r\n Embedment: 500,\r\n ExternalConnector: \"0\",\r\n BaseConnector: \"\",\r\n },\r\n C5: {\r\n Name: \"C5\",\r\n AreaIndex: 0,\r\n ColumnType: \"90mm x 90mm x 3.5mm P/C\",\r\n Height: 3019,\r\n TopBracket: \"\",\r\n GroundConnection: \"Concrete In\",\r\n Embedment: 500,\r\n ExternalConnector: \"0\",\r\n BaseConnector: \"\",\r\n },\r\n },\r\n },\r\n },\r\n ZAPC00156: {\r\n AttachmentBracketResults: {},\r\n BeamResults: {\r\n \"P2,\": \"0.608955742735615=Deflection-W UP (-34.3mm)\",\r\n \"R1,\": \"0.196679145170348=Bending Moment\",\r\n \"PR1,PR2,\": \"0.189717978214426=Bending Moment\",\r\n \"PA1,\": \"0.0237771790639529=Vertical Shear\",\r\n \"R2,\": \"0.109833691851207=Bending Moment\",\r\n \"PB2,\": \"0.18615718930963=Vertical Shear\",\r\n \"PB1,\": \"0.184903554305561=Vertical Shear\",\r\n \"P3,\": \"0.573690560314817=Deflection-W UP (-32.3mm)\",\r\n \"CB1a,\": \"0.139363699042845=Vertical Shear\",\r\n \"FB1,\": \"0.151101899333926=Vertical Shear\",\r\n \"FB2,\": \"0.0359180010323579=Vertical Shear\",\r\n \"P4,\": \"0.573679286279516=Deflection-W UP (-32.3mm)\",\r\n \",\": \"0.608967016770916=Deflection-W UP (-34.3mm)\",\r\n \"P5,\": \"0.10164189313363=Vertical Shear\",\r\n \"P1,\": \"0.608967016770916=Deflection-W UP (-34.3mm)\",\r\n \"CB1c,\": \"0.140660759223092=Vertical Shear\",\r\n \"PR3,PR4,\": \"0.176769311426151=Bending Moment\",\r\n \"CB1,\": \"0.140660759223092=Vertical Shear\",\r\n \"CB1b,\": \"0.0109128384382936=Vertical Shear\",\r\n },\r\n ColumnResults: {\r\n C2: \"0.390=Deflection (19.5mm)\",\r\n C1: \"0.390=Deflection (19.5mm)\",\r\n C4: \"0.767=Deflection (38.3mm)\",\r\n C3: \"0.884=Deflection (44.2mm)\",\r\n },\r\n BeamAttachmentBracketResults: {},\r\n maxResultOverAllText: \"Limiting Member = C3 CR=0.884 - Deflection (44.2mm)\",\r\n MaxResultOverAll: 0.88375321641488,\r\n AreaMaxResults: {\r\n 0: {\r\n MaxResult: 0.608967016770916,\r\n PurlinMax: 0.608967016770916,\r\n FasciaMax: 0.140660759223092,\r\n NumRafters: 2,\r\n NumColumns: 2,\r\n AttachmentBracketsMaxText: \"\",\r\n MaxResultText: \"\",\r\n NumPurlins: 4,\r\n ColumnsMax: 0.389517103336075,\r\n RATRETSTR: \"-1.0000000,-1.0000000,-1.0000000,-1.0000000,-1.0000000,Type 4\",\r\n ColumnsMaxText: \"Limiting Member = C1 CR=0.390 - Deflection (19.5mm)\",\r\n RafterMax: 0.189717978214426,\r\n NumFasciaBeams: 5,\r\n EdgeBeamMax: 0.18615718930963,\r\n JoinBeamMax: 0,\r\n OtherMax: 0.608967016770916,\r\n AttachmentBracketsMax: -1,\r\n },\r\n 1: {\r\n MaxResult: 0.88375321641488,\r\n PurlinMax: 0.10164189313363,\r\n FasciaMax: 0.151101899333926,\r\n NumRafters: 2,\r\n NumColumns: 2,\r\n AttachmentBracketsMaxText: \"\",\r\n MaxResultText: \"Limiting Member = C3 CR=0.884 - Deflection (44.2mm)\",\r\n NumPurlins: 1,\r\n ColumnsMax: 0.88375321641488,\r\n RATRETSTR: \"-1.0000000,-1.0000000,-1.0000000,-1.0000000,-1.0000000,Type 4\",\r\n ColumnsMaxText: \"Limiting Member = C3 CR=0.884 - Deflection (44.2mm)\",\r\n RafterMax: 0.196679145170348,\r\n NumFasciaBeams: 1,\r\n JoinBeamMax: 0,\r\n OtherMax: 0.0237771790639529,\r\n AttachmentBracketsMax: -1,\r\n },\r\n },\r\n \"BeamResults.TestValueChecksum\": 39.7352865520077,\r\n },\r\n OLCC00019: {\r\n AttachmentBracketResults: {},\r\n MaxResultOverAll: 1.1822164660377,\r\n BeamResults: {\r\n \",\": \"0.319778002690217=Bending Moment\",\r\n \"FB2a,FB2b,FB2c,FB2d,FB2e,FB2f,FB2g,FB2h,\": \"0.212361525813368=Bending Moment\",\r\n \"FB1,\": \"0.319778002690217=Bending Moment\",\r\n \"FB2,\": \"0.212361525813368=Bending Moment\",\r\n \"R2,\": \"0.018827140902226=Vertical Shear\",\r\n \"R1,\": \"0.018827140902226=Vertical Shear\",\r\n \"FB1a,FB1b,FB1c,FB1d,FB1e,FB1f,\": \"0.319778002690217=Bending Moment\",\r\n },\r\n BeamResultsDetailed: {},\r\n ColumnResults: {\r\n C1: \"0.141=Deflection (7.0mm)\",\r\n C4: \"0.402=Deflection (20.1mm)\",\r\n C2: \"0.155=Deflection (7.8mm)\",\r\n C5: \"0.501=Deflection (25.1mm)\",\r\n C8: \"0.112=Deflection (5.6mm)\",\r\n C9: \"0.124=Deflection (6.2mm)\",\r\n C6: \"0.549=Deflection (27.5mm)\",\r\n C13: \"0.124=Deflection (6.2mm)\",\r\n C11: \"0.112=Deflection (5.6mm)\",\r\n C10: \"0.124=Deflection (6.2mm)\",\r\n C3: \"1.182=Deflection (59.1mm)\",\r\n C12: \"0.112=Deflection (5.6mm)\",\r\n C15: \"0.124=Deflection (6.2mm)\",\r\n C14: \"0.124=Deflection (6.2mm)\",\r\n C16: \"0.124=Deflection (6.2mm)\",\r\n C7: \"0.124=Deflection (6.2mm)\",\r\n },\r\n AttachmentBracketResultsDetailed: {},\r\n Errors: {\r\n max_beam_column_exceeded: false,\r\n max_col_column_exceeded: false,\r\n },\r\n BeamAttachmentBracketResults: {},\r\n maxResultOverAllText: \"Limiting Member = C3 CR=1.182 - Deflection (59.1mm)\",\r\n AreaMaxResults: {\r\n 0: {\r\n MaxResult: 0.319778002690217,\r\n FasciaMax: 0.319778002690217,\r\n NumRafters: 1,\r\n NumColumns: 12,\r\n AttachmentBracketsMaxText: \"\",\r\n MaxResultText: \"\",\r\n NumPurlins: 0,\r\n ColumnsMax: 0.155038849495345,\r\n RATRETSTR: \"-1.0000000,-1.0000000,-1.0000000,-1.0000000,-1.0000000,Type 1\",\r\n ColumnsMaxText: \"Limiting Member = C2 CR=0.155 - Deflection (7.8mm)\",\r\n RafterMax: 0.018827140902226,\r\n NumFasciaBeams: 2,\r\n JoinBeamMax: 0,\r\n OtherMax: 0.319778002690217,\r\n AttachmentBracketsMax: -1,\r\n },\r\n 1: {\r\n RATRETSTR: \"-1.0000000,-1.0000000,-1.0000000,-1.0000000,-1.0000000,Type 1\",\r\n JoinBeamMax: 0,\r\n NumRafters: 0,\r\n NumFasciaBeams: 0,\r\n AttachmentBracketsMaxText: \"\",\r\n ColumnsMaxText: \"Limiting Member = C3 CR=1.182 - Deflection (59.1mm)\",\r\n NumColumns: 1,\r\n MaxResult: 1.1822164660377,\r\n ColumnsMax: 1.1822164660377,\r\n MaxResultText: \"Limiting Member = C3 CR=1.182 - Deflection (59.1mm)\",\r\n NumPurlins: 0,\r\n AttachmentBracketsMax: -1,\r\n },\r\n 2: {\r\n MaxResult: 0.549485142395164,\r\n FasciaMax: 0.212361525813368,\r\n NumRafters: 1,\r\n NumColumns: 3,\r\n AttachmentBracketsMaxText: \"\",\r\n MaxResultText: \"Limiting Member = C6 CR=0.549 - Deflection (27.5mm)\",\r\n NumPurlins: 0,\r\n ColumnsMax: 0.549485142395164,\r\n RATRETSTR: \"-1.0000000,-1.0000000,-1.0000000,-1.0000000,-1.0000000,Type 1\",\r\n ColumnsMaxText: \"Limiting Member = C6 CR=0.549 - Deflection (27.5mm)\",\r\n RafterMax: 0.018827140902226,\r\n NumFasciaBeams: 2,\r\n JoinBeamMax: 0,\r\n AttachmentBracketsMax: -1,\r\n },\r\n },\r\n ColumnResultsDetailed: {\r\n C1: {\r\n ref: \"C1\",\r\n area: 0,\r\n type: \"Column\",\r\n member_size: \"65x65x3.0\",\r\n embedment: 500,\r\n height: 2275,\r\n total_compression_kn: 2.08816294481027,\r\n total_tension_kn: -0.999699835732297,\r\n max_strength: 0.0341138762974948,\r\n max_deflection_mm: 50,\r\n max_deflection: 0.140881143635549,\r\n max_capacity_ratio: 0.140881143635549,\r\n max_capacity_ratio_limit_state: \"Deflection (7.0mm)\",\r\n },\r\n C4: {\r\n ref: \"C4\",\r\n area: 2,\r\n type: \"Column\",\r\n member_size: \"65x65x3.0\",\r\n embedment: 500,\r\n height: 2117,\r\n total_compression_kn: 3.73652387814454,\r\n total_tension_kn: -1.78884618007159,\r\n max_strength: 0.0620522299579341,\r\n max_deflection_mm: 50,\r\n max_deflection: 0.402492117787144,\r\n max_capacity_ratio: 0.402492117787144,\r\n max_capacity_ratio_limit_state: \"Deflection (20.1mm)\",\r\n },\r\n C2: {\r\n ref: \"C2\",\r\n area: 0,\r\n type: \"Column\",\r\n member_size: \"65x65x3.0\",\r\n embedment: 500,\r\n height: 2345,\r\n total_compression_kn: 1.88128862054436,\r\n total_tension_kn: -0.900659562797729,\r\n max_strength: 0.0306918258563354,\r\n max_deflection_mm: 50,\r\n max_deflection: 0.155038849495345,\r\n max_capacity_ratio: 0.155038849495345,\r\n max_capacity_ratio_limit_state: \"Deflection (7.8mm)\",\r\n },\r\n C5: {\r\n ref: \"C5\",\r\n area: 2,\r\n type: \"Column\",\r\n member_size: \"65x65x3.0\",\r\n embedment: 500,\r\n height: 2275,\r\n total_compression_kn: 2.08816294481027,\r\n total_tension_kn: -0.999699835732297,\r\n max_strength: 0.0341138762974948,\r\n max_deflection_mm: 50,\r\n max_deflection: 0.501047830321121,\r\n max_capacity_ratio: 0.501047830321121,\r\n max_capacity_ratio_limit_state: \"Deflection (25.1mm)\",\r\n },\r\n C8: {\r\n ref: \"C8\",\r\n area: 0,\r\n type: \"Column\",\r\n member_size: \"65x65x3.0\",\r\n embedment: 500,\r\n height: 2117,\r\n total_compression_kn: 3.73652387814454,\r\n total_tension_kn: -1.78884618007159,\r\n max_strength: 0.0620522299579341,\r\n max_deflection_mm: 50,\r\n max_deflection: 0.112275743759339,\r\n max_capacity_ratio: 0.112275743759339,\r\n max_capacity_ratio_limit_state: \"Deflection (5.6mm)\",\r\n },\r\n C9: {\r\n ref: \"C9\",\r\n area: 0,\r\n type: \"Column\",\r\n member_size: \"65x65x3.0\",\r\n embedment: 500,\r\n height: 2187,\r\n total_compression_kn: 3.32277522961272,\r\n total_tension_kn: -1.59076563420246,\r\n max_strength: 0.0550339575535693,\r\n max_deflection_mm: 50,\r\n max_deflection: 0.124393100539053,\r\n max_capacity_ratio: 0.124393100539053,\r\n max_capacity_ratio_limit_state: \"Deflection (6.2mm)\",\r\n },\r\n C6: {\r\n ref: \"C6\",\r\n area: 2,\r\n type: \"Column\",\r\n member_size: \"65x65x3.0\",\r\n embedment: 500,\r\n height: 2345,\r\n total_compression_kn: 1.88128862054436,\r\n total_tension_kn: -0.900659562797729,\r\n max_strength: 0.0306918258563354,\r\n max_deflection_mm: 50,\r\n max_deflection: 0.549485142395164,\r\n max_capacity_ratio: 0.549485142395164,\r\n max_capacity_ratio_limit_state: \"Deflection (27.5mm)\",\r\n },\r\n C13: {\r\n ref: \"C13\",\r\n area: 0,\r\n type: \"Column\",\r\n member_size: \"65x65x3.0\",\r\n embedment: 500,\r\n height: 2187,\r\n total_compression_kn: 3.32277522961272,\r\n total_tension_kn: -1.59076563420246,\r\n max_strength: 0.0550339575535693,\r\n max_deflection_mm: 50,\r\n max_deflection: 0.124393100539053,\r\n max_capacity_ratio: 0.124393100539053,\r\n max_capacity_ratio_limit_state: \"Deflection (6.2mm)\",\r\n },\r\n C11: {\r\n ref: \"C11\",\r\n area: 0,\r\n type: \"Column\",\r\n member_size: \"65x65x3.0\",\r\n embedment: 500,\r\n height: 2117,\r\n total_compression_kn: 3.73652387814454,\r\n total_tension_kn: -1.78884618007159,\r\n max_strength: 0.0620522299579341,\r\n max_deflection_mm: 50,\r\n max_deflection: 0.112275743759339,\r\n max_capacity_ratio: 0.112275743759339,\r\n max_capacity_ratio_limit_state: \"Deflection (5.6mm)\",\r\n },\r\n C10: {\r\n ref: \"C10\",\r\n area: 0,\r\n type: \"Column\",\r\n member_size: \"65x65x3.0\",\r\n embedment: 500,\r\n height: 2187,\r\n total_compression_kn: 3.32277522961272,\r\n total_tension_kn: -1.59076563420246,\r\n max_strength: 0.0550339575535693,\r\n max_deflection_mm: 50,\r\n max_deflection: 0.124393100539053,\r\n max_capacity_ratio: 0.124393100539053,\r\n max_capacity_ratio_limit_state: \"Deflection (6.2mm)\",\r\n },\r\n C3: {\r\n ref: \"C3\",\r\n area: 1,\r\n type: \"Column\",\r\n member_size: \"65x65x3.0\",\r\n embedment: 500,\r\n height: 2117,\r\n total_compression_kn: 3.73652387814454,\r\n total_tension_kn: -1.78884618007159,\r\n max_strength: 0.0620522299579341,\r\n max_deflection_mm: 50,\r\n max_deflection: 1.1822164660377,\r\n max_capacity_ratio: 1.1822164660377,\r\n max_capacity_ratio_limit_state: \"Deflection (59.1mm)\",\r\n },\r\n C12: {\r\n ref: \"C12\",\r\n area: 0,\r\n type: \"Column\",\r\n member_size: \"65x65x3.0\",\r\n embedment: 500,\r\n height: 2117,\r\n total_compression_kn: 3.73652387814454,\r\n total_tension_kn: -1.78884618007159,\r\n max_strength: 0.0620522299579341,\r\n max_deflection_mm: 50,\r\n max_deflection: 0.112275743759339,\r\n max_capacity_ratio: 0.112275743759339,\r\n max_capacity_ratio_limit_state: \"Deflection (5.6mm)\",\r\n },\r\n C15: {\r\n ref: \"C15\",\r\n area: 0,\r\n type: \"Column\",\r\n member_size: \"65x65x3.0\",\r\n embedment: 500,\r\n height: 2187,\r\n total_compression_kn: 3.32277522961272,\r\n total_tension_kn: -1.59076563420246,\r\n max_strength: 0.0550339575535693,\r\n max_deflection_mm: 50,\r\n max_deflection: 0.124393100539053,\r\n max_capacity_ratio: 0.124393100539053,\r\n max_capacity_ratio_limit_state: \"Deflection (6.2mm)\",\r\n },\r\n C14: {\r\n ref: \"C14\",\r\n area: 0,\r\n type: \"Column\",\r\n member_size: \"65x65x3.0\",\r\n embedment: 500,\r\n height: 2187,\r\n total_compression_kn: 3.32277522961272,\r\n total_tension_kn: -1.59076563420246,\r\n max_strength: 0.0550339575535693,\r\n max_deflection_mm: 50,\r\n max_deflection: 0.124393100539053,\r\n max_capacity_ratio: 0.124393100539053,\r\n max_capacity_ratio_limit_state: \"Deflection (6.2mm)\",\r\n },\r\n C16: {\r\n ref: \"C16\",\r\n area: 0,\r\n type: \"Column\",\r\n member_size: \"65x65x3.0\",\r\n embedment: 500,\r\n height: 2187,\r\n total_compression_kn: 3.32277522961272,\r\n total_tension_kn: -1.59076563420246,\r\n max_strength: 0.0550339575535693,\r\n max_deflection_mm: 50,\r\n max_deflection: 0.124393100539053,\r\n max_capacity_ratio: 0.124393100539053,\r\n max_capacity_ratio_limit_state: \"Deflection (6.2mm)\",\r\n },\r\n C7: {\r\n ref: \"C7\",\r\n area: 0,\r\n type: \"Column\",\r\n member_size: \"65x65x3.0\",\r\n embedment: 500,\r\n height: 2187,\r\n total_compression_kn: 3.32277522961272,\r\n total_tension_kn: -1.59076563420246,\r\n max_strength: 0.0550339575535693,\r\n max_deflection_mm: 50,\r\n max_deflection: 0.124393100539053,\r\n max_capacity_ratio: 0.124393100539053,\r\n max_capacity_ratio_limit_state: \"Deflection (6.2mm)\",\r\n },\r\n },\r\n \"BeamResults.TestValueChecksum\": 3.39993234192468,\r\n BeamPointLoadPeakCalcs: [],\r\n ProcessedLoadData: {\r\n Beams: {\r\n R1: {\r\n Name: \"R1\",\r\n AreaIndex: 0,\r\n BeamType: \"1586510\",\r\n Length: 1855,\r\n PointLoadData: {\r\n FB1: {\r\n Name: \"FB1\",\r\n End: 1,\r\n Side: 0,\r\n Location: 0,\r\n Bracket: \"BK2\",\r\n },\r\n FB2: {\r\n Name: \"FB2\",\r\n End: 2,\r\n Side: 0,\r\n Location: 1876.66,\r\n Bracket: \"BK2\",\r\n },\r\n },\r\n NumPointLoads: 2,\r\n SupportData: {\r\n FB1: {\r\n Name: \"FB1\",\r\n End: 1,\r\n Side: 0,\r\n Location: 0,\r\n Bracket: \"BK2\",\r\n },\r\n C1: {\r\n Name: \"C1\",\r\n End: 1,\r\n Side: 0,\r\n Location: 0,\r\n Bracket: \"BK2\",\r\n },\r\n FB2: {\r\n Name: \"FB2\",\r\n End: 2,\r\n Side: 0,\r\n Location: 1876.66,\r\n Bracket: \"BK2\",\r\n },\r\n C2: {\r\n Name: \"C2\",\r\n End: 2,\r\n Side: 0,\r\n Location: 1876.66,\r\n Bracket: \"BK2\",\r\n },\r\n },\r\n NumSupports: 4,\r\n ExtraData: {\r\n END_STATE_1: \"To Beam\",\r\n END_STATE_2: \"To Beam\",\r\n FA_1: \"0.00\",\r\n FA_2: \"0.00\",\r\n X: \"33\",\r\n PARENT_LEN: \"2001\",\r\n },\r\n },\r\n R2: {\r\n Name: \"R2\",\r\n AreaIndex: 2,\r\n BeamType: \"1586510\",\r\n Length: 1855,\r\n PointLoadData: {\r\n FB1: {\r\n Name: \"FB1\",\r\n End: 2,\r\n Side: 0,\r\n Location: 0,\r\n Bracket: \"BK2\",\r\n },\r\n FB2: {\r\n Name: \"FB2\",\r\n End: 1,\r\n Side: 0,\r\n Location: 1876.66,\r\n Bracket: \"BK2\",\r\n },\r\n },\r\n NumPointLoads: 2,\r\n SupportData: {\r\n FB1: {\r\n Name: \"FB1\",\r\n End: 1,\r\n Side: 0,\r\n Location: 0,\r\n Bracket: \"BK2\",\r\n },\r\n C5: {\r\n Name: \"C5\",\r\n End: 1,\r\n Side: 0,\r\n Location: 0,\r\n Bracket: \"BK2\",\r\n },\r\n FB2: {\r\n Name: \"FB2\",\r\n End: 2,\r\n Side: 0,\r\n Location: 1876.66,\r\n Bracket: \"BK2\",\r\n },\r\n C6: {\r\n Name: \"C6\",\r\n End: 2,\r\n Side: 0,\r\n Location: 1876.66,\r\n Bracket: \"BK2\",\r\n },\r\n },\r\n NumSupports: 4,\r\n ExtraData: {\r\n END_STATE_1: \"To Beam\",\r\n END_STATE_2: \"To Beam\",\r\n FA_1: \"0.00\",\r\n FA_2: \"0.00\",\r\n X: \"13896\",\r\n PARENT_LEN: \"2001\",\r\n },\r\n },\r\n FB1: {\r\n Name: \"FB1\",\r\n AreaIndex: 0,\r\n BeamType: \"1586510\",\r\n Length: 41694,\r\n PointLoadData: {\r\n R1: {\r\n Name: \"R1\",\r\n End: 1,\r\n Side: 0,\r\n Location: 0,\r\n Bracket: \"BK2\",\r\n },\r\n R2: {\r\n Name: \"R2\",\r\n End: 1,\r\n Side: 0,\r\n Location: 41704,\r\n Bracket: \"BK2\",\r\n },\r\n },\r\n NumPointLoads: 2,\r\n SupportData: {\r\n R1: {\r\n Name: \"R1\",\r\n End: 1,\r\n Side: 0,\r\n Location: 0,\r\n Bracket: \"BK2\",\r\n },\r\n C1: {\r\n Name: \"C1\",\r\n End: 1,\r\n Side: 0,\r\n Location: 0,\r\n Bracket: \"BK2\",\r\n },\r\n C8: {\r\n Name: \"C8\",\r\n End: 0,\r\n Side: 0,\r\n Location: 6915.25,\r\n Bracket: \"BK\",\r\n },\r\n C3: {\r\n Name: \"C3\",\r\n End: 0,\r\n Side: 0,\r\n Location: 13895.5,\r\n Bracket: \"IBLC \",\r\n },\r\n C11: {\r\n Name: \"C11\",\r\n End: 0,\r\n Side: 0,\r\n Location: 20884.5,\r\n Bracket: \"BK\",\r\n },\r\n C4: {\r\n Name: \"C4\",\r\n End: 0,\r\n Side: 0,\r\n Location: 27873.5,\r\n Bracket: \"IBLC \",\r\n },\r\n C12: {\r\n Name: \"C12\",\r\n End: 0,\r\n Side: 0,\r\n Location: 34821.25,\r\n Bracket: \"BK\",\r\n },\r\n R2: {\r\n Name: \"R2\",\r\n End: 2,\r\n Side: 0,\r\n Location: 41704,\r\n Bracket: \"BK2\",\r\n },\r\n C5: {\r\n Name: \"C5\",\r\n End: 2,\r\n Side: 0,\r\n Location: 41704,\r\n Bracket: \"BK2\",\r\n },\r\n },\r\n NumSupports: 9,\r\n ExtraData: {\r\n END_STATE_1: \"To Beam\",\r\n END_STATE_2: \"To Beam\",\r\n FA_1: \"0.00\",\r\n FA_2: \"0.00\",\r\n X: \"00\",\r\n PARENT_LEN: \"13928\",\r\n },\r\n },\r\n FB2: {\r\n Name: \"FB2\",\r\n AreaIndex: 2,\r\n BeamType: \"1586510\",\r\n Length: 41694,\r\n PointLoadData: {\r\n R2: {\r\n Name: \"R2\",\r\n End: 2,\r\n Side: 0,\r\n Location: 0,\r\n Bracket: \"BK2\",\r\n },\r\n R1: {\r\n Name: \"R1\",\r\n End: 2,\r\n Side: 0,\r\n Location: 41704,\r\n Bracket: \"BK2\",\r\n },\r\n },\r\n NumPointLoads: 2,\r\n SupportData: {\r\n R2: {\r\n Name: \"R2\",\r\n End: 1,\r\n Side: 0,\r\n Location: 0,\r\n Bracket: \"BK2\",\r\n },\r\n C6: {\r\n Name: \"C6\",\r\n End: 1,\r\n Side: 0,\r\n Location: 0,\r\n Bracket: \"BK2\",\r\n },\r\n C13: {\r\n Name: \"C13\",\r\n End: 0,\r\n Side: 0,\r\n Location: 5164.25,\r\n Bracket: \"BK\",\r\n },\r\n C9: {\r\n Name: \"C9\",\r\n End: 0,\r\n Side: 0,\r\n Location: 10393.5,\r\n Bracket: \"BK\",\r\n },\r\n C14: {\r\n Name: \"C14\",\r\n End: 0,\r\n Side: 0,\r\n Location: 15622.75,\r\n Bracket: \"BK\",\r\n },\r\n C7: {\r\n Name: \"C7\",\r\n End: 0,\r\n Side: 0,\r\n Location: 20852,\r\n Bracket: \"BK\",\r\n },\r\n C15: {\r\n Name: \"C15\",\r\n End: 0,\r\n Side: 0,\r\n Location: 26081.25,\r\n Bracket: \"BK\",\r\n },\r\n C10: {\r\n Name: \"C10\",\r\n End: 0,\r\n Side: 0,\r\n Location: 31310.5,\r\n Bracket: \"BK\",\r\n },\r\n C16: {\r\n Name: \"C16\",\r\n End: 0,\r\n Side: 0,\r\n Location: 36539.75,\r\n Bracket: \"BK\",\r\n },\r\n R1: {\r\n Name: \"R1\",\r\n End: 2,\r\n Side: 0,\r\n Location: 41704,\r\n Bracket: \"BK2\",\r\n },\r\n C2: {\r\n Name: \"C2\",\r\n End: 2,\r\n Side: 0,\r\n Location: 41704,\r\n Bracket: \"BK2\",\r\n },\r\n },\r\n NumSupports: 11,\r\n ExtraData: {\r\n END_STATE_1: \"To Beam\",\r\n END_STATE_2: \"To Beam\",\r\n FA_1: \"0.00\",\r\n FA_2: \"0.00\",\r\n X: \"13928\",\r\n PARENT_LEN: \"13928\",\r\n },\r\n },\r\n },\r\n Cols: {\r\n C1: {\r\n Name: \"C1\",\r\n AreaIndex: 0,\r\n ColumnType: \"65mm x 65mm x 3mm P/C\",\r\n Height: 2275,\r\n TopBracket: \"\",\r\n GroundConnection: \"Concrete In\",\r\n Embedment: 500,\r\n ExternalConnector: \"0\",\r\n BaseConnector: \"\",\r\n },\r\n C2: {\r\n Name: \"C2\",\r\n AreaIndex: 0,\r\n ColumnType: \"65mm x 65mm x 3mm P/C\",\r\n Height: 2345,\r\n TopBracket: \"\",\r\n GroundConnection: \"Concrete In\",\r\n Embedment: 500,\r\n ExternalConnector: \"0\",\r\n BaseConnector: \"\",\r\n },\r\n C3: {\r\n Name: \"C3\",\r\n AreaIndex: 1,\r\n ColumnType: \"65mm x 65mm x 3mm P/C\",\r\n Height: 2117,\r\n TopBracket: \"IBLC \",\r\n GroundConnection: \"Concrete In\",\r\n Embedment: 500,\r\n ExternalConnector: \"0\",\r\n BaseConnector: \"\",\r\n },\r\n C4: {\r\n Name: \"C4\",\r\n AreaIndex: 2,\r\n ColumnType: \"65mm x 65mm x 3mm P/C\",\r\n Height: 2117,\r\n TopBracket: \"IBLC \",\r\n GroundConnection: \"Concrete In\",\r\n Embedment: 500,\r\n ExternalConnector: \"0\",\r\n BaseConnector: \"\",\r\n },\r\n C5: {\r\n Name: \"C5\",\r\n AreaIndex: 2,\r\n ColumnType: \"65mm x 65mm x 3mm P/C\",\r\n Height: 2275,\r\n TopBracket: \"\",\r\n GroundConnection: \"Concrete In\",\r\n Embedment: 500,\r\n ExternalConnector: \"0\",\r\n BaseConnector: \"\",\r\n },\r\n C6: {\r\n Name: \"C6\",\r\n AreaIndex: 2,\r\n ColumnType: \"65mm x 65mm x 3mm P/C\",\r\n Height: 2345,\r\n TopBracket: \"\",\r\n GroundConnection: \"Concrete In\",\r\n Embedment: 500,\r\n ExternalConnector: \"0\",\r\n BaseConnector: \"\",\r\n },\r\n C7: {\r\n Name: \"C7\",\r\n AreaIndex: 0,\r\n ColumnType: \"65mm x 65mm x 3mm P/C\",\r\n Height: 2187,\r\n TopBracket: \"BK\",\r\n GroundConnection: \"Concrete In\",\r\n Embedment: 500,\r\n ExternalConnector: \"0\",\r\n BaseConnector: \"\",\r\n },\r\n C8: {\r\n Name: \"C8\",\r\n AreaIndex: 0,\r\n ColumnType: \"65mm x 65mm x 3mm P/C\",\r\n Height: 2117,\r\n TopBracket: \"BK\",\r\n GroundConnection: \"Concrete In\",\r\n Embedment: 500,\r\n ExternalConnector: \"0\",\r\n BaseConnector: \"\",\r\n },\r\n C9: {\r\n Name: \"C9\",\r\n AreaIndex: 0,\r\n ColumnType: \"65mm x 65mm x 3mm P/C\",\r\n Height: 2187,\r\n TopBracket: \"BK\",\r\n GroundConnection: \"Concrete In\",\r\n Embedment: 500,\r\n ExternalConnector: \"0\",\r\n BaseConnector: \"\",\r\n },\r\n C10: {\r\n Name: \"C10\",\r\n AreaIndex: 0,\r\n ColumnType: \"65mm x 65mm x 3mm P/C\",\r\n Height: 2187,\r\n TopBracket: \"BK\",\r\n GroundConnection: \"Concrete In\",\r\n Embedment: 500,\r\n ExternalConnector: \"0\",\r\n BaseConnector: \"\",\r\n },\r\n C11: {\r\n Name: \"C11\",\r\n AreaIndex: 0,\r\n ColumnType: \"65mm x 65mm x 3mm P/C\",\r\n Height: 2117,\r\n TopBracket: \"BK\",\r\n GroundConnection: \"Concrete In\",\r\n Embedment: 500,\r\n ExternalConnector: \"0\",\r\n BaseConnector: \"\",\r\n },\r\n C12: {\r\n Name: \"C12\",\r\n AreaIndex: 0,\r\n ColumnType: \"65mm x 65mm x 3mm P/C\",\r\n Height: 2117,\r\n TopBracket: \"BK\",\r\n GroundConnection: \"Concrete In\",\r\n Embedment: 500,\r\n ExternalConnector: \"0\",\r\n BaseConnector: \"\",\r\n },\r\n C13: {\r\n Name: \"C13\",\r\n AreaIndex: 0,\r\n ColumnType: \"65mm x 65mm x 3mm P/C\",\r\n Height: 2187,\r\n TopBracket: \"BK\",\r\n GroundConnection: \"Concrete In\",\r\n Embedment: 500,\r\n ExternalConnector: \"0\",\r\n BaseConnector: \"\",\r\n },\r\n C14: {\r\n Name: \"C14\",\r\n AreaIndex: 0,\r\n ColumnType: \"65mm x 65mm x 3mm P/C\",\r\n Height: 2187,\r\n TopBracket: \"BK\",\r\n GroundConnection: \"Concrete In\",\r\n Embedment: 500,\r\n ExternalConnector: \"0\",\r\n BaseConnector: \"\",\r\n },\r\n C15: {\r\n Name: \"C15\",\r\n AreaIndex: 0,\r\n ColumnType: \"65mm x 65mm x 3mm P/C\",\r\n Height: 2187,\r\n TopBracket: \"BK\",\r\n GroundConnection: \"Concrete In\",\r\n Embedment: 500,\r\n ExternalConnector: \"0\",\r\n BaseConnector: \"\",\r\n },\r\n C16: {\r\n Name: \"C16\",\r\n AreaIndex: 0,\r\n ColumnType: \"65mm x 65mm x 3mm P/C\",\r\n Height: 2187,\r\n TopBracket: \"BK\",\r\n GroundConnection: \"Concrete In\",\r\n Embedment: 500,\r\n ExternalConnector: \"0\",\r\n BaseConnector: \"\",\r\n },\r\n },\r\n },\r\n },\r\n BIGC00286: {\r\n AttachmentBracketResults: {\r\n BK34D_1: \"0.503=Uplift\",\r\n BK34D_8: \"0.508=Uplift\",\r\n BK34D_7: \"0.034=Uplift\",\r\n BK34D_6: \"0.036=Uplift\",\r\n BK34D_5: \"0.113=Uplift\",\r\n BK34D_4: \"0.113=Uplift\",\r\n BK34D_3: \"0.036=Uplift\",\r\n BK34D_2: \"0.039=Uplift\",\r\n },\r\n BeamResults: {\r\n \"EB3g,\": \"0.341252496404056=Vertical Shear\",\r\n \"EB1,\": \"0.525624007833364=Bending Moment\",\r\n \"P5a,P5b,P5c,P5d,P6a,P6b,P6c,P6d,\": \"0.0319074541102704=Bending Moment\",\r\n \"EB3a,\": \"0.338135872978319=Vertical Shear\",\r\n \"P2,\": \"0.0247999513933381=Bending Moment\",\r\n \"P3,\": \"0.038451817438406=Bending Moment\",\r\n \"EB2b,\": \"0.401949632426516=Bending Moment\",\r\n \"PR1,PR2,\": \"0.609188659447446=Deflection-W UP (-48.7mm)\",\r\n \"PO1,PO2,\": \"0.251395210132181=Bending Moment\",\r\n \"P7a,P7b,P9a,P9b,\": \"0.0232043042829216=Bending Moment\",\r\n \"P9,\": \"0.0232043042829216=Bending Moment\",\r\n \"EB1b,\": \"0.525624007833364=Bending Moment\",\r\n \"EB3b,EB3c,EB3e,EB3f,\": \"0.0122075652805063=Vertical Shear\",\r\n \",\": \"0.762183681102281=Deflection-W UP (-61.0mm)\",\r\n \"HR3,\": \"0.258142539821897=Vertical Shear\",\r\n \"EB2,\": \"0.526011549419634=Bending Moment\",\r\n \"HR1,\": \"0.16772700425012=Bending Moment\",\r\n \"EB3,\": \"0.341252496404056=Vertical Shear\",\r\n \"P3b,P3c,P4b,P4c,\": \"0.038451817438406=Bending Moment\",\r\n \"HR4,\": \"0.258258314685479=Vertical Shear\",\r\n \"EB2a,\": \"0.526011549419634=Bending Moment\",\r\n \"P5,\": \"0.0319074541102704=Bending Moment\",\r\n \"P8,\": \"0.0814279312179728=Deflection-W UP (-2.3mm)\",\r\n \"EB1a,\": \"0.401992718417=Bending Moment\",\r\n \"EB3d,\": \"0.103715239920421=Vertical Shear\",\r\n \"P8a,P8b,P10a,P10b,\": \"0.0814279312179728=Deflection-W UP (-2.3mm)\",\r\n \"JR1,\": \"0.244651414572905=Bending Moment\",\r\n \"JR2,\": \"0.244651414572905=Bending Moment\",\r\n \"P10,\": \"0.0814279312179728=Deflection-W UP (-2.3mm)\",\r\n \"P1a,P1b,P2a,P2b,\": \"0.0247999513933381=Bending Moment\",\r\n \"P3a,\": \"0.031013587919997=Vertical Shear\",\r\n \"P3d,\": \"0.0311048235716189=Vertical Shear\",\r\n \"PR3,PR4,\": \"0.762183681102281=Deflection-W UP (-61.0mm)\",\r\n \"HR2,\": \"0.167857447577813=Bending Moment\",\r\n \"P4a,\": \"0.031013587919997=Vertical Shear\",\r\n \"P4,\": \"0.038451817438406=Bending Moment\",\r\n \"HB1,\": \"0.373501031345328=Bending Moment\",\r\n \"P4d,\": \"0.0311048235716189=Vertical Shear\",\r\n \"P1,\": \"0.0247999513933381=Bending Moment\",\r\n \"P6,\": \"0.0319074541102704=Bending Moment\",\r\n \"P7,\": \"0.0232043042829216=Bending Moment\",\r\n },\r\n ColumnResults: {\r\n PC4: \"0.489=Deflection (24.5mm)\",\r\n PC2: \"0.326=Strength\",\r\n PC3: \"0.489=Deflection (24.5mm)\",\r\n PC1: \"0.326=Strength\",\r\n },\r\n BeamAttachmentBracketResults: {\r\n EB3: {\r\n ref: \"BK34D_8\",\r\n area: 0,\r\n type: \"BK34D\",\r\n max_shear: 0.476885378758326,\r\n max_shear_kn: 3.74355022325286,\r\n max_uplift: 0.507748937324761,\r\n max_uplift_kn: -3.98582915799937,\r\n max_area_capacity: 0.743690554218798,\r\n area_m2_roofload: 7.25841980917547,\r\n max_capacity_ratio: 0.507748937324761,\r\n max_capacity_ratio_limit_state: \"Uplift\",\r\n max_input_member: \"EB3g\",\r\n },\r\n },\r\n maxResultOverAllText: \"\",\r\n MaxResultOverAll: 0.762183681102281,\r\n AreaMaxResults: {\r\n 0: {\r\n MaxResult: 0.762183681102281,\r\n PurlinMax: 0.0814279312179728,\r\n NumColumns: 4,\r\n NumRafters: 3,\r\n HipRafterMax: 0.258258314685479,\r\n AttachmentBracketsMaxText: \"\",\r\n MaxResultText: \"\",\r\n NumPurlins: 19,\r\n ColumnsMax: 0.489165699384517,\r\n RATRETSTR: \"-1,-1,-1,-1,-1\",\r\n ColumnsMaxText: \"Limiting Member = PC3 CR=0.489 - Deflection (24.5mm)\",\r\n RafterMax: 0.762183681102281,\r\n NumFasciaBeams: 0,\r\n EdgeBeamMax: 0.526011549419634,\r\n JoinBeamMax: 0,\r\n OtherMax: 0.762183681102281,\r\n AttachmentBracketsMax: -1,\r\n },\r\n },\r\n \"BeamResults.TestValueChecksum\": 193.761334177747,\r\n },\r\n FTNC00118: {\r\n AttachmentBracketResults: {\r\n BK34S_2: \"0.335=Uplift\",\r\n BK34S_3: \"0.293=Uplift\",\r\n BK34S_4: \"0.455=Uplift\",\r\n BK34S_5: \"0.602=Uplift\",\r\n BK34S_6: \"0.090=Uplift\",\r\n BK34S_7: \"0.382=Uplift\",\r\n BK34S_8: \"0.278=Uplift\",\r\n BK34S_9: \"0.268=Uplift\",\r\n BK34S_1: \"0.237=Uplift\",\r\n },\r\n BeamResults: {\r\n \"KP1,\": \"0.0181383551142143=Bending Moment\",\r\n \"EB4c,\": \"0.028338896765278=Vertical Shear\",\r\n \"P10c,\": \"0.037025906412473=Bending Moment\",\r\n \"EB3a,\": \"0.246634287650044=Vertical Shear\",\r\n \"P2,\": \"0.0529736866362429=Bending Moment\",\r\n \"P3,\": \"0.0529736866362429=Bending Moment\",\r\n \"PR3,PR4,\": \"0.193661507384104=Bending Moment\",\r\n \"EB4a,\": \"0.180052105160334=Vertical Shear\",\r\n \"EB2b,\": \"0.252505624255715=Vertical Shear\",\r\n \"PR1,PR2,\": \"0.0855651996150157=Vertical Shear\",\r\n \"EB2c,\": \"0.252505624255715=Vertical Shear\",\r\n \"EB2d,\": \"0.159296893350007=Vertical Shear\",\r\n \"P9,\": \"0.410009423056073=Deflection-W UP (-17.7mm)\",\r\n \"PR9,PR10,\": \"0.281306729186725=Bending Moment\",\r\n \"EB1b,\": \"0.101680258661655=Vertical Shear\",\r\n \"RI1,\": \"0.0574350206752201=Vertical Shear\",\r\n \",\": \"0.886214753104699=Bending Moment\",\r\n \"HR1,\": \"0.11529652032559=Vertical Shear\",\r\n \"EB3,\": \"0.404896393089073=Bending Moment\",\r\n \"EB2,\": \"0.404710639193032=Vertical Shear\",\r\n \"EB1,\": \"0.886214753104699=Bending Moment\",\r\n \"EB2a,\": \"0.404710639193032=Vertical Shear\",\r\n \"P5,\": \"0.0529736866362429=Bending Moment\",\r\n \"EB4b,\": \"0.322577547900318=Vertical Shear\",\r\n \"P8,\": \"0.0411614104949971=Bending Moment\",\r\n \"P5,P6,\": \"0.0529736866362429=Bending Moment\",\r\n \"VR1,\": \"0.0791620278967358=Bending Moment\",\r\n \"VR2,\": \"0.0761283220985219=Bending Moment\",\r\n \"EB3b,\": \"0.404896393089073=Bending Moment\",\r\n \"EB4,\": \"0.322577547900318=Vertical Shear\",\r\n \"EB4d,\": \"0.188599177682554=Vertical Shear\",\r\n \"PR7,PR8,\": \"0.150027927559794=End 1 (CON3)\",\r\n \"EB1a,\": \"0.886214753104699=Bending Moment\",\r\n \"P10a,P10b,\": \"0.0863602448109876=Bending Moment\",\r\n \"PR5,PR6,\": \"0.193661507384104=Bending Moment\",\r\n \"P10,\": \"0.0863602448109876=Bending Moment\",\r\n \"KR1,\": \"0.0413010920111847=Vertical Shear\",\r\n \"P9b,\": \"0.0828402348693438=Bending Moment\",\r\n \"PR13,PR14,\": \"0.192445794933853=Bending Moment\",\r\n \"P9a,\": \"0.410009423056073=Deflection-W UP (-17.7mm)\",\r\n \"P4,\": \"0.0529736866362429=Bending Moment\",\r\n \"P1,P2,\": \"0.0529736866362429=Bending Moment\",\r\n \"P3,P4,\": \"0.0529736866362429=Bending Moment\",\r\n \"PR11,PR12,\": \"0.10517222158725=End 1 (CON3)\",\r\n \"KF1,\": \"0.182620379936203=Vertical Shear\",\r\n \"P1,\": \"0.0529736866362429=Bending Moment\",\r\n \"P6,\": \"0.0529736866362429=Bending Moment\",\r\n \"P7,\": \"0.0466135056822963=Bending Moment\",\r\n },\r\n ColumnResults: {\r\n PC4: \"0.103=Strength\",\r\n PC2: \"0.317=Deflection (15.8mm)\",\r\n PC3: \"0.099=Strength\",\r\n C1: \"0.108=Strength\",\r\n PC1: \"0.317=Deflection (15.8mm)\",\r\n },\r\n BeamAttachmentBracketResults: {\r\n EB2: {\r\n ref: \"BK34S_5\",\r\n area: 0,\r\n type: \"BK34S\",\r\n max_shear: 0.376268852429011,\r\n max_shear_kn: 2.95371049156774,\r\n max_uplift: 0.602168186722881,\r\n max_uplift_kn: -4.72702026577462,\r\n max_area_capacity: 0.580219383251054,\r\n area_m2_roofload: 6.2881275659833,\r\n max_capacity_ratio: 0.602168186722881,\r\n max_capacity_ratio_limit_state: \"Uplift\",\r\n max_input_member: \"EB2a\",\r\n },\r\n EB4: {\r\n ref: \"BK34S_7\",\r\n area: 0,\r\n type: \"BK34S\",\r\n max_shear: 0.241603355360501,\r\n max_shear_kn: 1.89658633957993,\r\n max_uplift: 0.381777396160429,\r\n max_uplift_kn: -2.99695255985937,\r\n max_area_capacity: 0.25069809162878,\r\n area_m2_roofload: 2.71694056802691,\r\n max_capacity_ratio: 0.381777396160429,\r\n max_capacity_ratio_limit_state: \"Uplift\",\r\n max_input_member: \"EB4b\",\r\n },\r\n },\r\n maxResultOverAllText: \"\",\r\n MaxResultOverAll: 0.886214753104699,\r\n AreaMaxResults: {\r\n 0: {\r\n MaxResult: 0.886214753104699,\r\n PurlinMax: 0.0529736866362429,\r\n NumColumns: 2,\r\n NumRafters: 5,\r\n HipRafterMax: 0.11529652032559,\r\n AttachmentBracketsMaxText: \"\",\r\n MaxResultText: \"\",\r\n NumPurlins: 11,\r\n ColumnsMax: 0.316750355463003,\r\n RATRETSTR: \"-1,-1,-1,-1,-1\",\r\n ColumnsMaxText: \"Limiting Member = PC1 CR=0.317 - Deflection (15.8mm)\",\r\n RafterMax: 0.193661507384104,\r\n NumFasciaBeams: 0,\r\n EdgeBeamMax: 0.886214753104699,\r\n JoinBeamMax: 0,\r\n OtherMax: 0.886214753104699,\r\n AttachmentBracketsMax: -1,\r\n },\r\n 1: {\r\n MaxResult: 0.410009423056073,\r\n PurlinMax: 0.410009423056073,\r\n NumRafters: 3,\r\n NumColumns: 3,\r\n AttachmentBracketsMaxText: \"\",\r\n MaxResultText: \"\",\r\n NumPurlins: 6,\r\n ColumnsMax: 0.108401527318521,\r\n RATRETSTR: \"-1,-1,-1,-1,-1\",\r\n ColumnsMaxText: \"Limiting Member = C1 CR=0.108 - Strength\",\r\n RafterMax: 0.281306729186725,\r\n NumFasciaBeams: 0,\r\n EdgeBeamMax: 0.404896393089073,\r\n JoinBeamMax: 0,\r\n AttachmentBracketsMax: -1,\r\n },\r\n },\r\n \"BeamResults.TestValueChecksum\": 152.374505064391,\r\n },\r\n DPPC01305: {\r\n AttachmentBracketResults: {\r\n BK34D_4: \"0.158=Shear\",\r\n BK34D_3: \"0.053=Shear\",\r\n BK34D_2: \"0.053=Shear\",\r\n BK34D_1: \"0.158=Shear\",\r\n },\r\n BeamResults: {\r\n \",\": \"0.499441523681063=Deflection-W UP (-30.3mm)\",\r\n \"FB1b,\": \"0.0166682647246832=Vertical Shear\",\r\n \"R2,\": \"0.0912542959568275=Vertical Shear\",\r\n \"FB1,\": \"0.106483905916764=Vertical Shear\",\r\n \"FB2a,FB2b,\": \"0.0178172195432002=Vertical Shear\",\r\n \"FB1a,\": \"0.106483905916764=Vertical Shear\",\r\n \"P2,\": \"0.499441523681063=Deflection-W UP (-30.3mm)\",\r\n \"FB1c,\": \"0.106483905916764=Vertical Shear\",\r\n \"P1,P2,\": \"0.499441523681063=Deflection-W UP (-30.3mm)\",\r\n \"P1,\": \"0.499441523681063=Deflection-W UP (-30.3mm)\",\r\n \"FB2,\": \"0.0178172195432002=Vertical Shear\",\r\n \"R1,\": \"0.0912542959568275=Vertical Shear\",\r\n },\r\n ColumnResults: {\r\n C2: \"0.330=Deflection (16.5mm)\",\r\n C1: \"0.397=Deflection (19.8mm)\",\r\n C3: \"0.397=Deflection (19.8mm)\",\r\n },\r\n BeamAttachmentBracketResults: {\r\n FB1: {\r\n ref: \"BK34D_4\",\r\n area: 0,\r\n type: \"BK34D\",\r\n max_shear: 0.158437200141122,\r\n max_shear_kn: 1.24373202110781,\r\n max_uplift: 0.127276260439258,\r\n max_uplift_kn: -0.999118644448175,\r\n max_area_capacity: 0.206258495612992,\r\n area_m2_roofload: 2.6798135042518,\r\n max_capacity_ratio: 0.158437200141122,\r\n max_capacity_ratio_limit_state: \"Shear\",\r\n max_input_member: \"FB1a\",\r\n },\r\n },\r\n maxResultOverAllText: \"\",\r\n MaxResultOverAll: 0.499441523681063,\r\n AreaMaxResults: {\r\n 0: {\r\n MaxResult: 0.499441523681063,\r\n PurlinMax: 0.499441523681063,\r\n FasciaMax: 0.106483905916764,\r\n NumRafters: 2,\r\n NumColumns: 3,\r\n AttachmentBracketsMaxText: \"\",\r\n MaxResultText: \"\",\r\n NumPurlins: 3,\r\n ColumnsMax: 0.39691480918861,\r\n RATRETSTR: \"-1.0000000,-1.0000000,-1.0000000,-1.0000000,-1.0000000,Type 4\",\r\n ColumnsMaxText: \"Limiting Member = C1 CR=0.397 - Deflection (19.8mm)\",\r\n RafterMax: 0.0912542959568275,\r\n NumFasciaBeams: 6,\r\n JoinBeamMax: 0,\r\n OtherMax: 0.499441523681063,\r\n AttachmentBracketsMax: -1,\r\n },\r\n },\r\n \"BeamResults.TestValueChecksum\": 21.7598434494677,\r\n },\r\n FTLC00954: {\r\n AttachmentBracketResults: {\r\n BK34D_1: \"0.060=Shear\",\r\n BK34D_3: \"0.058=Shear\",\r\n BK34D_8: \"0.058=Shear\",\r\n BK34D_9: \"0.058=Shear\",\r\n BK34D_7: \"0.058=Shear\",\r\n BK34D_10: \"0.060=Shear\",\r\n BK34D_6: \"0.058=Shear\",\r\n BK34D_5: \"0.058=Shear\",\r\n BK34D_4: \"0.058=Shear\",\r\n BK34D_11: \"0.048=Shear\",\r\n BK34D_2: \"0.060=Shear\",\r\n },\r\n BeamResults: {\r\n \",\": \"0.0548116897860472=Vertical Shear\",\r\n \"FB1,\": \"0.04038163268387=Vertical Shear\",\r\n \"FB1j,\": \"0.04038163268387=Vertical Shear\",\r\n \"FB1b,FB1c,FB1d,FB1e,FB1f,FB1g,FB1h,FB1i,\": \"0.0194858247435459=Vertical Shear\",\r\n \"FB1a,\": \"0.0322930495869928=Vertical Shear\",\r\n \"FB2b,\": \"0.0542447222193831=Vertical Shear\",\r\n \"R2,\": \"0.0125514272681507=Vertical Shear\",\r\n \"FB2a,\": \"0.0548116897860472=Vertical Shear\",\r\n \"FB2,\": \"0.0548116897860472=Vertical Shear\",\r\n \"R1,\": \"0.0209190454469178=Vertical Shear\",\r\n \"FB2c,\": \"0.0548078530322894=Vertical Shear\",\r\n },\r\n ColumnResults: {\r\n C2: \"0.086=Deflection (4.3mm)\",\r\n C1: \"0.086=Deflection (4.3mm)\",\r\n C4: \"0.082=Deflection (4.1mm)\",\r\n C3: \"0.084=Deflection (4.2mm)\",\r\n },\r\n BeamAttachmentBracketResults: {\r\n FB1: {\r\n ref: \"BK34D_1\",\r\n area: 0,\r\n type: \"BK34D\",\r\n max_shear: 0.0600837541079748,\r\n max_shear_kn: 0.471657469747602,\r\n max_uplift: 0.0293411356446444,\r\n max_uplift_kn: -0.230327914810458,\r\n max_area_capacity: 0.0688312501916642,\r\n area_m2_roofload: 0.894290018115197,\r\n max_capacity_ratio: 0.0600837541079748,\r\n max_capacity_ratio_limit_state: \"Shear\",\r\n max_input_member: \"FB1j\",\r\n },\r\n },\r\n maxResultOverAllText: \"Limiting Member = C1 CR=0.086 - Deflection (4.3mm)\",\r\n MaxResultOverAll: 0.0858635278750932,\r\n AreaMaxResults: {\r\n 0: {\r\n MaxResult: 0.0858635278750932,\r\n FasciaMax: 0.0548116897860472,\r\n NumRafters: 2,\r\n NumColumns: 4,\r\n AttachmentBracketsMaxText: \"\",\r\n MaxResultText: \"Limiting Member = C1 CR=0.086 - Deflection (4.3mm)\",\r\n NumPurlins: 0,\r\n ColumnsMax: 0.0858635278750932,\r\n RATRETSTR: \"-1.0000000,-1.0000000,-1.0000000,-1.0000000,-1.0000000,Type 1\",\r\n ColumnsMaxText: \"Limiting Member = C1 CR=0.086 - Deflection (4.3mm)\",\r\n RafterMax: 0.0209190454469178,\r\n NumFasciaBeams: 8,\r\n JoinBeamMax: 0,\r\n OtherMax: 0.0548116897860472,\r\n AttachmentBracketsMax: -1,\r\n },\r\n },\r\n \"BeamResults.TestValueChecksum\": 0,\r\n },\r\n BIGC00504: {\r\n AttachmentBracketResults: {},\r\n BeamResults: {\r\n \",\": \"0.218252464215864=Bending Moment\",\r\n \"R4,\": \"0.0292866636256849=Vertical Shear\",\r\n \"R1,\": \"0.0313785681703767=Vertical Shear\",\r\n \"FB1,\": \"0.218252464215864=Bending Moment\",\r\n \"FB2,\": \"0.156931978985789=Bending Moment\",\r\n \"FB3,\": \"0.142745658293081=Bending Moment\",\r\n \"R2,\": \"0.0313785681703767=Vertical Shear\",\r\n \"R3,\": \"0.0292866636256849=Vertical Shear\",\r\n },\r\n ColumnResults: {\r\n C6: \"0.152=Deflection (7.6mm)\",\r\n C2: \"0.299=Deflection (15.0mm)\",\r\n C1: \"0.299=Deflection (15.0mm)\",\r\n C3: \"0.128=Deflection (6.4mm)\",\r\n C4: \"0.128=Deflection (6.4mm)\",\r\n C5: \"0.152=Deflection (7.6mm)\",\r\n },\r\n BeamAttachmentBracketResults: {},\r\n maxResultOverAllText: \"Limiting Member = C1 CR=0.299 - Deflection (15.0mm)\",\r\n MaxResultOverAll: 0.299425847803341,\r\n AreaMaxResults: {\r\n 0: {\r\n MaxResult: 0.299425847803341,\r\n FasciaMax: 0.218252464215864,\r\n NumRafters: 2,\r\n NumColumns: 2,\r\n AttachmentBracketsMaxText: \"\",\r\n MaxResultText: \"Limiting Member = C1 CR=0.299 - Deflection (15.0mm)\",\r\n NumPurlins: 0,\r\n ColumnsMax: 0.299425847803341,\r\n RATRETSTR: \"-1.0000000,-1.0000000,-1.0000000,-1.0000000,-1.0000000,Type 1\",\r\n ColumnsMaxText: \"Limiting Member = C1 CR=0.299 - Deflection (15.0mm)\",\r\n RafterMax: 0.0313785681703767,\r\n NumFasciaBeams: 1,\r\n JoinBeamMax: 0,\r\n OtherMax: 0.218252464215864,\r\n AttachmentBracketsMax: -1,\r\n },\r\n 1: {\r\n MaxResult: 0.156931978985789,\r\n FasciaMax: 0.156931978985789,\r\n NumRafters: 2,\r\n NumColumns: 4,\r\n AttachmentBracketsMaxText: \"\",\r\n MaxResultText: \"\",\r\n NumPurlins: 0,\r\n ColumnsMax: 0.15228408581878,\r\n RATRETSTR: \"-1.0000000,-1.0000000,-1.0000000,-1.0000000,-1.0000000,Type 1\",\r\n ColumnsMaxText: \"Limiting Member = C5 CR=0.152 - Deflection (7.6mm)\",\r\n RafterMax: 0.0292866636256849,\r\n NumFasciaBeams: 2,\r\n JoinBeamMax: 0,\r\n AttachmentBracketsMax: -1,\r\n },\r\n },\r\n \"BeamResults.TestValueChecksum\": 87.188834002521,\r\n },\r\n OLLC00215: {\r\n AttachmentBracketResults: {\r\n BK34S_2: \"1.004=Uplift\",\r\n BK34S_3: \"0.803=Uplift\",\r\n BK34S_4: \"0.059=Uplift\",\r\n BK34S_5: \"0.080=Uplift\",\r\n BK34S_6: \"0.735=Uplift\",\r\n BK34S_7: \"0.170=Uplift\",\r\n BK34S_8: \"0.045=Uplift\",\r\n BK34S_9: \"0.163=Uplift\",\r\n BK34S_10: \"0.835=Uplift\",\r\n BK34S_1: \"0.095=Uplift\",\r\n },\r\n BeamResults: {\r\n \"EB3a,\": \"0.549006685178466=Vertical Shear\",\r\n \"EB1f,\": \"0.0439379754752651=Vertical Shear\",\r\n \"P3,\": \"0.630496157553633=Deflection-W UP (-33.2mm)\",\r\n \"R1,\": \"0.0401989199550617=Bending Moment\",\r\n \"PO1,PO2,\": \"0.161425248960141=Bending Moment\",\r\n \"EB2a,EB2b,\": \"0.0880709748697254=Bending Moment\",\r\n \"EB1d,\": \"1.13565196033617=Vertical Shear\",\r\n \",\": \"1.1500627281247=Vertical Shear\",\r\n \"P3a,P3b,P4a,P4b,P5a,P5b,P6a,P6b,\": \"0.630496157553633=Deflection-W UP (-33.2mm)\",\r\n \"EB3,\": \"0.56143430808766=Vertical Shear\",\r\n \"EB2,\": \"0.0880709748697254=Bending Moment\",\r\n \"EB1,\": \"1.13565196033617=Vertical Shear\",\r\n \"P5,\": \"0.630496157553633=Deflection-W UP (-33.2mm)\",\r\n \"EB1a,\": \"0.493855624004176=Vertical Shear\",\r\n \"FB1b,\": \"0.712722079331308=Vertical Shear\",\r\n \"FB1,\": \"0.712722079331308=Vertical Shear\",\r\n \"P1a,P1b,P2a,P2b,\": \"0.448440259133694=Deflection-W UP (-23.6mm)\",\r\n \"PR1,PR2,\": \"0.549639456197954=Vertical Shear\",\r\n \"P4,\": \"0.630496157553633=Deflection-W UP (-33.2mm)\",\r\n \"PR3,PR4,\": \"1.1500627281247=Vertical Shear\",\r\n \"FB1a,\": \"0.139314825974673=Bending Moment\",\r\n \"EB1b,EB1c,EB1e,\": \"0.019667066485904=Vertical Shear\",\r\n \"EB3b,EB3c,\": \"0.0152730006560634=Vertical Shear\",\r\n \"P1,\": \"0.448440259133694=Deflection-W UP (-23.6mm)\",\r\n \"P6,\": \"0.630496157553633=Deflection-W UP (-33.2mm)\",\r\n \"P2,\": \"0.448440259133694=Deflection-W UP (-23.6mm)\",\r\n \"EB3d,\": \"0.56143430808766=Vertical Shear\",\r\n },\r\n ColumnResults: {\r\n C2: \"0.313=Base Connection\",\r\n PC3: \"0.225=Strength\",\r\n C1: \"0.341=Base Connection\",\r\n PC2: \"0.225=Strength\",\r\n PC1: \"0.207=Strength\",\r\n },\r\n BeamAttachmentBracketResults: {\r\n EB1: {\r\n ref: \"BK34S_2\",\r\n area: 0,\r\n type: \"BK34S\",\r\n max_shear: 0.695320683094241,\r\n max_shear_kn: 5.45826736228979,\r\n max_uplift: 1.00356842966787,\r\n max_uplift_kn: -7.87801217289276,\r\n max_area_capacity: 0.549351172928823,\r\n area_m2_roofload: 6.54551922544692,\r\n max_capacity_ratio: 1.00356842966787,\r\n max_capacity_ratio_limit_state: \"Uplift\",\r\n max_input_member: \"EB1d\",\r\n },\r\n EB3: {\r\n ref: \"BK34S_10\",\r\n area: 0,\r\n type: \"BK34S\",\r\n max_shear: 0.58015068125225,\r\n max_shear_kn: 4.55418284783016,\r\n max_uplift: 0.835357034199219,\r\n max_uplift_kn: -6.55755271846387,\r\n max_area_capacity: 0.552859430534019,\r\n area_m2_roofload: 6.58732011481283,\r\n max_capacity_ratio: 0.835357034199219,\r\n max_capacity_ratio_limit_state: \"Uplift\",\r\n max_input_member: \"EB3d\",\r\n },\r\n },\r\n maxResultOverAllText: \"\",\r\n MaxResultOverAll: 1.1500627281247,\r\n AreaMaxResults: {\r\n 0: {\r\n MaxResult: 0.712722079331308,\r\n FasciaMax: 0.712722079331308,\r\n NumRafters: 1,\r\n NumColumns: 2,\r\n AttachmentBracketsMaxText: \"\",\r\n MaxResultText: \"\",\r\n NumPurlins: 0,\r\n ColumnsMax: 0.341028707378882,\r\n RATRETSTR: \"-1.0000000,-1.0000000,-1.0000000,-1.0000000,-1.0000000,Type 1\",\r\n ColumnsMaxText: \"Limiting Member = C1 CR=0.341 - Base Connection\",\r\n RafterMax: 0.0401989199550617,\r\n NumFasciaBeams: 3,\r\n JoinBeamMax: 0,\r\n AttachmentBracketsMax: -1,\r\n },\r\n 1: {\r\n MaxResult: 1.1500627281247,\r\n PurlinMax: 0.630496157553633,\r\n NumRafters: 3,\r\n NumColumns: 3,\r\n AttachmentBracketsMaxText: \"\",\r\n MaxResultText: \"\",\r\n NumPurlins: 8,\r\n ColumnsMax: 0.225435498497871,\r\n RATRETSTR: \"-1,-1,-1,-1,-1\",\r\n ColumnsMaxText: \"Limiting Member = PC2 CR=0.225 - Strength\",\r\n RafterMax: 1.1500627281247,\r\n NumFasciaBeams: 0,\r\n EdgeBeamMax: 1.13565196033617,\r\n JoinBeamMax: 0,\r\n OtherMax: 1.1500627281247,\r\n AttachmentBracketsMax: -1,\r\n },\r\n },\r\n \"BeamResults.TestValueChecksum\": 121.7240664944,\r\n },\r\n FTLC00957: {\r\n AttachmentBracketResults: {\r\n BK34S_10: \"0.061=Shear\",\r\n BK34S_14: \"0.061=Shear\",\r\n BK34S_13: \"0.061=Shear\",\r\n BK34S_11: \"0.518=Shear\",\r\n BK34S_8: \"0.061=Shear\",\r\n BK34S_9: \"0.061=Shear\",\r\n BK34S_12: \"0.459=Shear\",\r\n BK34S_15: \"0.085=Shear\",\r\n BK34S_1: \"0.453=Shear\",\r\n BK34S_2: \"0.078=Shear\",\r\n BK34S_3: \"0.061=Shear\",\r\n BK34S_4: \"0.061=Shear\",\r\n BK34S_5: \"0.061=Shear\",\r\n BK34S_6: \"0.762=Shear\",\r\n BK34S_7: \"0.215=Shear\",\r\n },\r\n BeamResults: {\r\n \"P2,\": \"0.606687688820215=Deflection-W UP (-37.2mm)\",\r\n \"P5,\": \"0.606687688820215=Deflection-W UP (-37.2mm)\",\r\n \"PR1,PR2,\": \"0.231103134056322=End 1 (CON3)\",\r\n \"P1,P2,\": \"0.606687688820215=Deflection-W UP (-37.2mm)\",\r\n \"P6,\": \"0.606687688820215=Deflection-W UP (-37.2mm)\",\r\n \"EB1e,\": \"0.574840437815977=Vertical Shear\",\r\n \"EB1a,\": \"0.0364612487695212=Vertical Shear\",\r\n \"P3,\": \"0.606687688820215=Deflection-W UP (-37.2mm)\",\r\n \"EB1o,\": \"0.304461061260993=Vertical Shear\",\r\n \"PR5,PR6,\": \"0.460191625537853=End 1 (CON3)\",\r\n \"P5,P6,\": \"0.606687688820215=Deflection-W UP (-37.2mm)\",\r\n \"PO1,PO2,\": \"0.18515609454445=Bending Moment\",\r\n \"P4,\": \"0.606687688820215=Deflection-W UP (-37.2mm)\",\r\n \",\": \"0.606687688820215=Deflection-W UP (-37.2mm)\",\r\n \"EB1j,\": \"0.574840437815977=Vertical Shear\",\r\n \"EB1,\": \"0.574840437815977=Vertical Shear\",\r\n \"P1,\": \"0.606687688820215=Deflection-W UP (-37.2mm)\",\r\n \"PR3,PR4,\": \"0.460191625537853=End 1 (CON3)\",\r\n \"EB2a,EB2b,EB2c,\": \"0.157299757562326=Bending Moment\",\r\n \"P3,P4,\": \"0.606687688820215=Deflection-W UP (-37.2mm)\",\r\n \"EB1b,EB1c,EB1d,EB1f,EB1g,EB1h,EB1i,EB1k,EB1l,EB1m,EB1n,\": \"0.0204139651357438=Vertical Shear\",\r\n \"EB2,\": \"0.157299757562326=Bending Moment\",\r\n },\r\n ColumnResults: {\r\n PC5: \"0.306=Strength\",\r\n PC4: \"0.306=Strength\",\r\n PC2: \"0.413=Deflection (20.6mm)\",\r\n PC3: \"0.413=Deflection (20.6mm)\",\r\n PC1: \"0.413=Deflection (20.6mm)\",\r\n },\r\n BeamAttachmentBracketResults: {\r\n EB1: {\r\n ref: \"BK34S_6\",\r\n area: 0,\r\n type: \"BK34S\",\r\n max_shear: 0.762199321373497,\r\n max_shear_kn: 5.98326467278195,\r\n max_uplift: 0.496904201708555,\r\n max_uplift_kn: -3.90069798341216,\r\n max_area_capacity: 0.884562067946661,\r\n area_m2_roofload: 8.63332578315941,\r\n max_capacity_ratio: 0.762199321373497,\r\n max_capacity_ratio_limit_state: \"Shear\",\r\n max_input_member: \"EB1j\",\r\n },\r\n },\r\n maxResultOverAllText: \"\",\r\n MaxResultOverAll: 0.606687688820215,\r\n AreaMaxResults: {\r\n 0: {\r\n MaxResult: 0.606687688820215,\r\n PurlinMax: 0.606687688820215,\r\n NumRafters: 4,\r\n NumColumns: 5,\r\n AttachmentBracketsMaxText: \"\",\r\n MaxResultText: \"\",\r\n NumPurlins: 9,\r\n ColumnsMax: 0.412762981939513,\r\n RATRETSTR: \"-1,-1,-1,-1,-1\",\r\n ColumnsMaxText: \"Limiting Member = PC1 CR=0.413 - Deflection (20.6mm)\",\r\n RafterMax: 0.460191625537853,\r\n NumFasciaBeams: 0,\r\n EdgeBeamMax: 0.574840437815977,\r\n JoinBeamMax: 0,\r\n OtherMax: 0.606687688820215,\r\n AttachmentBracketsMax: -1,\r\n },\r\n },\r\n \"BeamResults.TestValueChecksum\": 343.175472550666,\r\n },\r\n RHMC00004: {\r\n AttachmentBracketResults: {\r\n BK34D_8: \"0.949=Uplift\",\r\n BK34D_7: \"0.087=Uplift\",\r\n BK34D_6: \"0.054=Uplift\",\r\n BK34D_5: \"0.992=Uplift\",\r\n BK34D_4: \"0.992=Uplift\",\r\n BK34D_3: \"0.054=Uplift\",\r\n BK34D_2: \"0.084=Uplift\",\r\n BK34D_1: \"0.852=Uplift\",\r\n BK34S_1: \"0.937=Uplift\",\r\n BK34S_2: \"0.163=Uplift\",\r\n BK34S_3: \"0.043=Uplift\",\r\n BK34S_4: \"0.043=Uplift\",\r\n BK34S_5: \"0.043=Uplift\",\r\n BK34S_6: \"0.154=Uplift\",\r\n },\r\n BeamResults: {\r\n \"P2,\": \"0.305383731786782=Deflection-W UP (-13.0mm)\",\r\n \"P5,\": \"0.45138582081652=Deflection-W UP (-19.2mm)\",\r\n \"EB3,\": \"0.629544768119247=Vertical Shear\",\r\n \"P1a,P1b,P2a,P2b,\": \"0.305383731786782=Deflection-W UP (-13.0mm)\",\r\n \"EB2a,\": \"0.638094877315478=Vertical Shear\",\r\n \"P6,\": \"0.45138582081652=Deflection-W UP (-19.2mm)\",\r\n \"EB3f,\": \"0.625473616611214=Vertical Shear\",\r\n \"P3,\": \"0.45138582081652=Deflection-W UP (-19.2mm)\",\r\n \"P1,\": \"0.305383731786782=Deflection-W UP (-13.0mm)\",\r\n \"EB1a,EB1b,\": \"0.0665124114328896=Vertical Shear\",\r\n \"PR1,PR2,\": \"0.843258146925965=Bending Moment\",\r\n \"EB3a,\": \"0.629544768119247=Vertical Shear\",\r\n \"PR5,PR6,\": \"0.640174864170743=Vertical Shear\",\r\n \"EB2d,\": \"1.26044003999227=Vertical Shear\",\r\n \"EB3b,EB3c,EB3d,EB3e,\": \"0.0143346701176644=Vertical Shear\",\r\n \"P4,\": \"0.45138582081652=Deflection-W UP (-19.2mm)\",\r\n \",\": \"1.26758848736188=Vertical Shear\",\r\n \"EB2b,EB2c,EB2e,EB2f,\": \"0.0182567792085585=Vertical Shear\",\r\n \"EB2g,\": \"0.572433031226992=Vertical Shear\",\r\n \"P3a,P3b,P4a,P4b,P5a,P5b,P6a,P6b,\": \"0.45138582081652=Deflection-W UP (-19.2mm)\",\r\n \"PR3,PR4,\": \"1.26758848736188=Vertical Shear\",\r\n \"EB2,\": \"1.26044003999227=Vertical Shear\",\r\n \"EB1,\": \"0.0665124114328896=Vertical Shear\",\r\n },\r\n ColumnResults: {\r\n PC1: \"0.522=Top Connection\",\r\n PC2: \"0.224=Top Connection\",\r\n },\r\n BeamAttachmentBracketResults: {\r\n EB2: {\r\n ref: \"BK34D_4\",\r\n area: 0,\r\n type: \"BK34D\",\r\n max_shear: 0.595733537048769,\r\n max_shear_kn: 4.67650826583283,\r\n max_uplift: 0.99204380638404,\r\n max_uplift_kn: -7.78754388011472,\r\n max_area_capacity: 0.58472166194292,\r\n area_m2_roofload: 5.7068834205629,\r\n max_capacity_ratio: 0.99204380638404,\r\n max_capacity_ratio_limit_state: \"Uplift\",\r\n max_input_member: \"EB2d\",\r\n },\r\n EB3: {\r\n ref: \"BK34S_1\",\r\n area: 0,\r\n type: \"BK34S\",\r\n max_shear: 0.553039194554455,\r\n max_shear_kn: 4.34135767725248,\r\n max_uplift: 0.936698457532841,\r\n max_uplift_kn: -7.3530828916328,\r\n max_area_capacity: 0.654351052420113,\r\n area_m2_roofload: 6.3864662716203,\r\n max_capacity_ratio: 0.936698457532841,\r\n max_capacity_ratio_limit_state: \"Uplift\",\r\n max_input_member: \"EB3a\",\r\n },\r\n },\r\n maxResultOverAllText: \"\",\r\n MaxResultOverAll: 1.26758848736188,\r\n AreaMaxResults: {\r\n 0: {\r\n MaxResult: 1.26758848736188,\r\n PurlinMax: 0.45138582081652,\r\n NumRafters: 3,\r\n NumColumns: 2,\r\n AttachmentBracketsMaxText: \"\",\r\n MaxResultText: \"\",\r\n NumPurlins: 8,\r\n ColumnsMax: 0.521958671010961,\r\n RATRETSTR: \"-1,-1,-1,-1,-1\",\r\n ColumnsMaxText: \"Limiting Member = PC1 CR=0.522 - Top Connection\",\r\n RafterMax: 1.26758848736188,\r\n NumFasciaBeams: 0,\r\n EdgeBeamMax: 1.26044003999227,\r\n JoinBeamMax: 0,\r\n OtherMax: 1.26758848736188,\r\n AttachmentBracketsMax: -1,\r\n },\r\n },\r\n \"BeamResults.TestValueChecksum\": 131.181938334769,\r\n },\r\n CVSC00208: {\r\n AttachmentBracketResults: {\r\n BK34S_10: \"0.058=Shear\",\r\n BK34S_14: \"0.044=Shear\",\r\n BK34S_13: \"0.029=Shear\",\r\n BK34S_11: \"0.849=Shear\",\r\n BK34S_8: \"0.029=Shear\",\r\n BK34S_9: \"0.029=Shear\",\r\n BK34S_12: \"0.029=Shear\",\r\n BK34S_1: \"0.431=Shear\",\r\n BK34S_2: \"0.044=Shear\",\r\n BK34S_3: \"0.029=Shear\",\r\n BK34S_4: \"0.029=Shear\",\r\n BK34S_5: \"0.091=Shear\",\r\n BK34S_6: \"0.817=Shear\",\r\n BK34S_7: \"0.029=Shear\",\r\n },\r\n BeamResults: {\r\n \"P2,\": \"0.285002071111286=Deflection-W UP (-16.2mm)\",\r\n \"PR5,PR6,\": \"0.429188592514278=End 1 (CON3)\",\r\n \"EB2,\": \"0.0646222328537649=Bending Moment\",\r\n \"EB1b,EB1c,EB1d,EB1f,EB1g,EB1h,EB1i,EB1k,EB1l,EB1m,\": \"0.00965961972008604=Vertical Shear\",\r\n \"P3,\": \"0.40498110677117=Deflection-W UP (-23.1mm)\",\r\n \"EB1a,\": \"0.0197006815981955=Vertical Shear\",\r\n \"PR1,PR2,\": \"0.215398268443147=End 1 (CON3)\",\r\n \"P1a,P1b,P1c,P2a,P2b,P2c,\": \"0.285002071111286=Deflection-W UP (-16.2mm)\",\r\n \"EB1j,\": \"0.571296417778155=Vertical Shear\",\r\n \"PO1,PO2,\": \"0.18515609454445=Bending Moment\",\r\n \"EB1n,\": \"0.289867754510192=Vertical Shear\",\r\n \"P4,\": \"0.40498110677117=Deflection-W UP (-23.1mm)\",\r\n \",\": \"0.571296417778155=Vertical Shear\",\r\n \"P3a,P3b,P3c,P4a,P4b,P4c,\": \"0.40498110677117=Deflection-W UP (-23.1mm)\",\r\n \"P1,\": \"0.285002071111286=Deflection-W UP (-16.2mm)\",\r\n \"PR3,PR4,\": \"0.429188592514278=End 1 (CON3)\",\r\n \"EB2a,EB2b,EB2c,\": \"0.0646222328537649=Bending Moment\",\r\n \"EB1,\": \"0.571296417778155=Vertical Shear\",\r\n \"EB1e,\": \"0.571296417778155=Vertical Shear\",\r\n },\r\n ColumnResults: {\r\n PC5: \"0.252=Strength\",\r\n PC4: \"0.252=Strength\",\r\n PC2: \"0.379=Deflection (19.0mm)\",\r\n PC3: \"0.379=Deflection (19.0mm)\",\r\n PC1: \"0.445=Deflection (22.2mm)\",\r\n },\r\n BeamAttachmentBracketResults: {\r\n EB1: {\r\n ref: \"BK34S_11\",\r\n area: 0,\r\n type: \"BK34S\",\r\n max_shear: 0.849434405810433,\r\n max_shear_kn: 6.6680600856119,\r\n max_uplift: 0.552621829023524,\r\n max_uplift_kn: -4.33808135783466,\r\n max_area_capacity: 0.738932723406566,\r\n area_m2_roofload: 8.00818338991866,\r\n max_capacity_ratio: 0.849434405810433,\r\n max_capacity_ratio_limit_state: \"Shear\",\r\n max_input_member: \"EB1e\",\r\n },\r\n },\r\n maxResultOverAllText: \"\",\r\n MaxResultOverAll: 0.571296417778155,\r\n AreaMaxResults: {\r\n 0: {\r\n MaxResult: 0.571296417778155,\r\n PurlinMax: 0.40498110677117,\r\n NumRafters: 4,\r\n NumColumns: 5,\r\n AttachmentBracketsMaxText: \"\",\r\n MaxResultText: \"\",\r\n NumPurlins: 6,\r\n ColumnsMax: 0.444908328777631,\r\n RATRETSTR: \"-1,-1,-1,-1,-1\",\r\n ColumnsMaxText: \"Limiting Member = PC1 CR=0.445 - Deflection (22.2mm)\",\r\n RafterMax: 0.429188592514278,\r\n NumFasciaBeams: 0,\r\n EdgeBeamMax: 0.571296417778155,\r\n JoinBeamMax: 0,\r\n OtherMax: 0.571296417778155,\r\n AttachmentBracketsMax: -1,\r\n },\r\n },\r\n \"BeamResults.TestValueChecksum\": 274.846300170221,\r\n },\r\n BIGC00476: {\r\n AttachmentBracketResults: {\r\n BK34S_2: \"0.105=Shear\",\r\n BK34S_3: \"0.102=Shear\",\r\n BK34S_4: \"0.102=Shear\",\r\n BK34S_5: \"0.102=Shear\",\r\n BK34S_6: \"0.102=Shear\",\r\n BK34S_7: \"0.102=Shear\",\r\n BK34S_8: \"0.103=Shear\",\r\n BK34S_9: \"0.077=Shear\",\r\n BK34S_12: \"0.089=Shear\",\r\n BK34S_11: \"0.146=Shear\",\r\n BK34S_10: \"0.146=Shear\",\r\n BK34S_1: \"0.062=Shear\",\r\n },\r\n BeamResults: {\r\n \"JB1b,\": \"0.00103058215248288=Vertical Shear\",\r\n \"P12,\": \"0.0551071033527769=Vertical Shear\",\r\n \"FB1h,\": \"0.0450825895322899=Vertical Shear\",\r\n \"FB1i,\": \"0.0509616515872309=Vertical Shear\",\r\n \"P3,\": \"0.0450825895322899=Vertical Shear\",\r\n \"FB2c,\": \"0.0570110212930659=Vertical Shear\",\r\n \"FB2b,\": \"0.0551071033527769=Vertical Shear\",\r\n \"JB1a,\": \"0.0278257181170377=Vertical Shear\",\r\n \"P9,\": \"0.0223766221663283=Vertical Shear\",\r\n \"FB2d,\": \"0.00265910806983632=Vertical Shear\",\r\n \",\": \"0.71663921569891=Bending Moment\",\r\n \"FB1e,\": \"0.0450825895322899=Vertical Shear\",\r\n \"FB1f,\": \"0.0450825895322899=Vertical Shear\",\r\n \"FB1g,\": \"0.0450825895322899=Vertical Shear\",\r\n \"FB2a,\": \"0.0601501853644949=Vertical Shear\",\r\n \"P8,\": \"0.0450825895322899=Vertical Shear\",\r\n \"JB1,\": \"0.0278257181170377=Vertical Shear\",\r\n \"FB4,\": \"0.202847170209954=Bending Moment\",\r\n \"FB2,\": \"0.0601501853644949=Vertical Shear\",\r\n \"FB1b,\": \"0.050090795540969=Vertical Shear\",\r\n \"FB1,\": \"0.0509616515872309=Vertical Shear\",\r\n \"FB1c,\": \"0.0450825895322899=Vertical Shear\",\r\n \"FB3,\": \"0.71663921569891=Bending Moment\",\r\n \"FB1d,\": \"0.0450825895322899=Vertical Shear\",\r\n \"P13,\": \"0.0265746738304957=Vertical Shear\",\r\n \"P10,\": \"0.0551071033527769=Vertical Shear\",\r\n \"P11,\": \"0.0551071033527769=Vertical Shear\",\r\n \"P14,\": \"0.0279080987319785=Vertical Shear\",\r\n \"P15,\": \"0.0336707678530596=Vertical Shear\",\r\n \"P4,\": \"0.0450825895322899=Vertical Shear\",\r\n \"P5,\": \"0.0450825895322899=Vertical Shear\",\r\n \"FB1a,\": \"0.00302599531612022=Vertical Shear\",\r\n \"P1,\": \"0.0453520537865353=Vertical Shear\",\r\n \"P6,\": \"0.0450825895322899=Vertical Shear\",\r\n \"P2,\": \"0.0450825895322899=Vertical Shear\",\r\n \"P7,\": \"0.0450825895322899=Vertical Shear\",\r\n },\r\n ColumnResults: {\r\n C2: \"0.271=Deflection (13.6mm)\",\r\n C1: \"0.176=Deflection (8.8mm)\",\r\n C4: \"0.023=Deflection (1.2mm)\",\r\n C3: \"0.203=Deflection (10.2mm)\",\r\n },\r\n BeamAttachmentBracketResults: {\r\n FB2: {\r\n ref: \"BK34S_10\",\r\n area: 0,\r\n type: \"BK34S\",\r\n max_shear: 0.146097334104289,\r\n max_shear_kn: 1.14686407271867,\r\n max_uplift: 0.0855269450301489,\r\n max_uplift_kn: -0.671386518486669,\r\n max_area_capacity: 0.184614142739074,\r\n area_m2_roofload: 2.39859924953742,\r\n max_capacity_ratio: 0.146097334104289,\r\n max_capacity_ratio_limit_state: \"Shear\",\r\n max_input_member: \"FB2c\",\r\n },\r\n FB1: {\r\n ref: \"BK34S_2\",\r\n area: 0,\r\n type: \"BK34S\",\r\n max_shear: 0.104710691823271,\r\n max_shear_kn: 0.821978930812677,\r\n max_uplift: 0.0612987611207535,\r\n max_uplift_kn: -0.481195274797915,\r\n max_area_capacity: 0.131505244015454,\r\n area_m2_roofload: 1.70858188287078,\r\n max_capacity_ratio: 0.104710691823271,\r\n max_capacity_ratio_limit_state: \"Shear\",\r\n max_input_member: \"FB1i\",\r\n },\r\n },\r\n maxResultOverAllText: \"\",\r\n MaxResultOverAll: 0.71663921569891,\r\n AreaMaxResults: {\r\n 0: {\r\n MaxResult: 0.71663921569891,\r\n PurlinMax: 0.0453520537865353,\r\n FasciaMax: 0.71663921569891,\r\n NumRafters: 0,\r\n NumColumns: 2,\r\n AttachmentBracketsMaxText: \"\",\r\n MaxResultText: \"\",\r\n NumPurlins: 10,\r\n ColumnsMax: 0.271392525189041,\r\n ColumnsMaxText: \"Limiting Member = C2 CR=0.271 - Deflection (13.6mm)\",\r\n RATRETSTR: \"-1.0000000,-1.0000000,-1.0000000,-1.0000000,-1.0000000,Type 3\",\r\n NumFasciaBeams: 11,\r\n JoinBeamMax: 0.0278257181170377,\r\n OtherMax: 0.71663921569891,\r\n AttachmentBracketsMax: -1,\r\n },\r\n 1: {\r\n MaxResult: 0.203442124441331,\r\n PurlinMax: 0.0551071033527769,\r\n FasciaMax: 0.202847170209954,\r\n NumRafters: 0,\r\n NumColumns: 2,\r\n AttachmentBracketsMaxText: \"\",\r\n MaxResultText: \"Limiting Member = C3 CR=0.203 - Deflection (10.2mm)\",\r\n NumPurlins: 5,\r\n ColumnsMax: 0.203442124441331,\r\n ColumnsMaxText: \"Limiting Member = C3 CR=0.203 - Deflection (10.2mm)\",\r\n RATRETSTR: \"-1.0000000,-1.0000000,-1.0000000,-1.0000000,-1.0000000,Type 3\",\r\n NumFasciaBeams: 6,\r\n JoinBeamMax: 0,\r\n AttachmentBracketsMax: -1,\r\n },\r\n },\r\n \"BeamResults.TestValueChecksum\": 164.013291307906,\r\n },\r\n FTLC00189: {\r\n AttachmentBracketResults: {\r\n BK34D_1: \"0.249=Shear\",\r\n BK34D_9: \"0.249=Shear\",\r\n BK34D_8: \"0.061=Shear\",\r\n BK34D_7: \"0.474=Shear\",\r\n BK34D_6: \"0.025=Shear\",\r\n BK34D_5: \"0.500=Shear\",\r\n BK34D_4: \"0.025=Shear\",\r\n BK34D_3: \"0.474=Shear\",\r\n BK34D_2: \"0.061=Shear\",\r\n },\r\n BeamResults: {\r\n \"P2,\": \"0.039820045763835=Bending Moment\",\r\n \"PR5,PR6,\": \"0.336177304323318=Deflection-W UP (-17.4mm)\",\r\n \"EB1b,\": \"0.319163321223664=Vertical Shear\",\r\n \"P6,\": \"0.039820045763835=Bending Moment\",\r\n \"EB2a,EB2b,EB2c,EB2d,\": \"0.0178036826576412=Vertical Shear\",\r\n \"PR7,PR8,\": \"0.336177304323318=Deflection-W UP (-17.4mm)\",\r\n \"P3,\": \"0.039820045763835=Bending Moment\",\r\n \"PR9,PR10,\": \"0.149629342657004=End 2 (CON3)\",\r\n \"EB1a,\": \"0.167045090852304=Vertical Shear\",\r\n \"PR1,PR2,\": \"0.149629342657004=End 2 (CON3)\",\r\n \"EB1g,\": \"0.319163321223664=Vertical Shear\",\r\n \"EB1h,\": \"0.167045234086205=Vertical Shear\",\r\n \"EB1c,EB1d,EB1f,\": \"0.00851112063591097=Vertical Shear\",\r\n \"P5,\": \"0.039820045763835=Bending Moment\",\r\n \"P4,\": \"0.039820045763835=Bending Moment\",\r\n \",\": \"0.336177304323318=Deflection-W UP (-17.4mm)\",\r\n \"P1a,P1b,P1c,P1d,P2a,P2b,P2c,P2d,P3a,P3b,P3c,P3d,P4a,P4b,P4c,P4d,P5a,P5b,P5c,P5d,P6a,P6b,P6c,P6d,\":\r\n \"0.039820045763835=Bending Moment\",\r\n \"P1,\": \"0.039820045763835=Bending Moment\",\r\n \"PR3,PR4,\": \"0.336177304323318=Deflection-W UP (-17.4mm)\",\r\n \"EB2,\": \"0.0178036826576412=Vertical Shear\",\r\n \"EB1,\": \"0.327677925393464=Vertical Shear\",\r\n \"EB1e,\": \"0.327677925393464=Vertical Shear\",\r\n },\r\n ColumnResults: {\r\n PC5: \"0.288=Deflection (14.4mm)\",\r\n PC4: \"0.288=Deflection (14.4mm)\",\r\n PC2: \"0.288=Deflection (14.4mm)\",\r\n PC3: \"0.288=Deflection (14.4mm)\",\r\n PC1: \"0.288=Deflection (14.4mm)\",\r\n },\r\n BeamAttachmentBracketResults: {\r\n EB1: {\r\n ref: \"BK34D_5\",\r\n area: 0,\r\n type: \"BK34D\",\r\n max_shear: 0.500215039187655,\r\n max_shear_kn: 3.9266880576231,\r\n max_uplift: 0.489423760671273,\r\n max_uplift_kn: -3.84197652126949,\r\n max_area_capacity: 0.628811695831341,\r\n area_m2_roofload: 5.55240727419074,\r\n max_capacity_ratio: 0.500215039187655,\r\n max_capacity_ratio_limit_state: \"Shear\",\r\n max_input_member: \"EB1e\",\r\n },\r\n },\r\n maxResultOverAllText: \"\",\r\n MaxResultOverAll: 0.336177304323318,\r\n AreaMaxResults: {\r\n 0: {\r\n MaxResult: 0.336177304323318,\r\n PurlinMax: 0.039820045763835,\r\n NumRafters: 5,\r\n NumColumns: 5,\r\n AttachmentBracketsMaxText: \"\",\r\n MaxResultText: \"\",\r\n NumPurlins: 7,\r\n ColumnsMax: 0.288487913355695,\r\n RATRETSTR: \"-1,-1,-1,-1,-1\",\r\n ColumnsMaxText: \"Limiting Member = PC1 CR=0.288 - Deflection (14.4mm)\",\r\n RafterMax: 0.336177304323318,\r\n NumFasciaBeams: 0,\r\n EdgeBeamMax: 0.327677925393464,\r\n JoinBeamMax: 0,\r\n OtherMax: 0.336177304323318,\r\n AttachmentBracketsMax: -1,\r\n },\r\n },\r\n \"BeamResults.TestValueChecksum\": 189.877608385279,\r\n },\r\n RFOINC2081: {\r\n AttachmentBracketResults: {\r\n BK34S_4: \"0.095=Uplift\",\r\n BK34S_5: \"0.771=Uplift\",\r\n BK34S_1: \"0.065=Uplift\",\r\n BK34S_2: \"0.541=Uplift\",\r\n BK34S_3: \"1.087=Uplift\",\r\n },\r\n BeamResults: {\r\n \"P2,\": \"0.235666388852338=Deflection-W UP (-9.8mm)\",\r\n \"P5,\": \"0.342966863271844=Deflection-W UP (-14.3mm)\",\r\n \"P1a,P1b,P2a,P2b,\": \"0.235666388852338=Deflection-W UP (-9.8mm)\",\r\n \"EB2a,\": \"0.51836732412243=Vertical Shear\",\r\n \"P6,\": \"0.342966863271844=Deflection-W UP (-14.3mm)\",\r\n \"P3,\": \"0.342966863271844=Deflection-W UP (-14.3mm)\",\r\n \"P1,\": \"0.235666388852338=Deflection-W UP (-9.8mm)\",\r\n \"EB1a,EB1b,\": \"0.0611168159734028=Vertical Shear\",\r\n \"EB2b,EB2d,\": \"0.0253473952563376=Vertical Shear\",\r\n \"PR1,PR2,\": \"1.00195206874651=Vertical Shear\",\r\n \"EB2e,\": \"0.018426949778447=Vertical Shear\",\r\n \"PO1,PO2,\": \"0.182884311043412=Bending Moment\",\r\n \"EB2c,\": \"0.992767464803018=Vertical Shear\",\r\n \"P4,\": \"0.342966863271844=Deflection-W UP (-14.3mm)\",\r\n \",\": \"1.00195206874651=Vertical Shear\",\r\n \"P3a,P3b,P4a,P4b,P5a,P5b,P6a,P6b,\": \"0.342966863271844=Deflection-W UP (-14.3mm)\",\r\n \"PR3,PR4,\": \"0.505963520693571=Vertical Shear\",\r\n \"EB2,\": \"0.992767464803018=Vertical Shear\",\r\n \"EB1,\": \"0.0611168159734028=Vertical Shear\",\r\n },\r\n ColumnResults: {\r\n PC4: \"0.189=Deflection (9.5mm)\",\r\n PC2: \"0.217=Strength\",\r\n PC3: \"0.247=Strength\",\r\n PC1: \"0.217=Strength\",\r\n },\r\n BeamAttachmentBracketResults: {\r\n EB2: {\r\n ref: \"BK34S_3\",\r\n area: 0,\r\n type: \"BK34S\",\r\n max_shear: 0.763991198085901,\r\n max_shear_kn: 5.99733090497432,\r\n max_uplift: 1.08651730657033,\r\n max_uplift_kn: -8.52916085657709,\r\n max_area_capacity: 0.619246672686364,\r\n area_m2_roofload: 7.37832410505803,\r\n max_capacity_ratio: 1.08651730657033,\r\n max_capacity_ratio_limit_state: \"Uplift\",\r\n max_input_member: \"EB2c\",\r\n },\r\n },\r\n maxResultOverAllText: \"\",\r\n MaxResultOverAll: 1.00195206874651,\r\n AreaMaxResults: {\r\n 0: {\r\n MaxResult: 1.00195206874651,\r\n PurlinMax: 0.342966863271844,\r\n NumRafters: 3,\r\n NumColumns: 4,\r\n AttachmentBracketsMaxText: \"\",\r\n MaxResultText: \"\",\r\n NumPurlins: 8,\r\n ColumnsMax: 0.246999419474575,\r\n RATRETSTR: \"-1,-1,-1,-1,-1\",\r\n ColumnsMaxText: \"Limiting Member = PC3 CR=0.247 - Strength\",\r\n RafterMax: 1.00195206874651,\r\n NumFasciaBeams: 0,\r\n EdgeBeamMax: 0.992767464803018,\r\n JoinBeamMax: 0,\r\n OtherMax: 1.00195206874651,\r\n AttachmentBracketsMax: -1,\r\n },\r\n },\r\n \"BeamResults.TestValueChecksum\": 79.8840330239763,\r\n },\r\n OLLC00177: {\r\n AttachmentBracketResults: {\r\n BK34S_2: \"0.047=Shear\",\r\n BK34S_3: \"0.727=Shear\",\r\n BK34S_4: \"0.199=Shear\",\r\n BK34S_5: \"0.047=Shear\",\r\n BK34S_6: \"0.771=Shear\",\r\n BK34S_7: \"0.155=Shear\",\r\n BK34S_8: \"0.059=Shear\",\r\n BK34S_9: \"0.436=Shear\",\r\n BK34S_1: \"0.042=Shear\",\r\n },\r\n BeamResults: {\r\n \"P2,\": \"0.243832195000081=Deflection-W UP (-12.0mm)\",\r\n \"PR5,PR6,\": \"0.235799417036357=End 1 (CON3)\",\r\n \"EB2a,\": \"0.293020849029582=Vertical Shear\",\r\n \"EB1a,EB1b,EB1c,\": \"0.053718070996043=Bending Moment\",\r\n \"P3,\": \"0.357912186474798=Deflection-W UP (-17.6mm)\",\r\n \"PR1,PR2,\": \"0.469526947499107=End 1 (CON3)\",\r\n \"EB2b,EB2d,EB2e,EB2g,EB2h,\": \"0.0159405664995196=Vertical Shear\",\r\n \"P1a,P1b,P1c,P2a,P2b,P2c,\": \"0.243832195000081=Deflection-W UP (-12.0mm)\",\r\n \"EB2f,\": \"0.558511111508899=Vertical Shear\",\r\n \"PO1,PO2,\": \"0.18515609454445=Bending Moment\",\r\n \"EB2c,\": \"0.558511111508899=Vertical Shear\",\r\n \"P4,\": \"0.357912186474798=Deflection-W UP (-17.6mm)\",\r\n \",\": \"0.558511111508899=Vertical Shear\",\r\n \"P3a,P3b,P3c,P4a,P4b,P4c,\": \"0.357912186474798=Deflection-W UP (-17.6mm)\",\r\n \"EB2i,\": \"0.0125798944555255=Vertical Shear\",\r\n \"P1,\": \"0.243832195000081=Deflection-W UP (-12.0mm)\",\r\n \"PR3,PR4,\": \"0.469526947499107=End 1 (CON3)\",\r\n \"EB2,\": \"0.558511111508899=Vertical Shear\",\r\n \"EB1,\": \"0.053718070996043=Bending Moment\",\r\n },\r\n ColumnResults: {\r\n PC5: \"0.541=Deflection (27.1mm)\",\r\n PC4: \"0.541=Deflection (27.1mm)\",\r\n PC2: \"0.307=Strength\",\r\n PC3: \"0.541=Deflection (27.1mm)\",\r\n PC1: \"0.307=Strength\",\r\n },\r\n BeamAttachmentBracketResults: {\r\n EB2: {\r\n ref: \"BK34S_6\",\r\n area: 0,\r\n type: \"BK34S\",\r\n max_shear: 0.77133205365979,\r\n max_shear_kn: 6.05495662122935,\r\n max_uplift: 0.635873112630575,\r\n max_uplift_kn: -4.99160393415001,\r\n max_area_capacity: 0.8263018499774,\r\n area_m2_roofload: 7.29624533530045,\r\n max_capacity_ratio: 0.77133205365979,\r\n max_capacity_ratio_limit_state: \"Shear\",\r\n max_input_member: \"EB2c\",\r\n },\r\n },\r\n maxResultOverAllText: \"\",\r\n MaxResultOverAll: 0.558511111508899,\r\n AreaMaxResults: {\r\n 0: {\r\n MaxResult: 0.558511111508899,\r\n PurlinMax: 0.357912186474798,\r\n NumRafters: 4,\r\n NumColumns: 5,\r\n AttachmentBracketsMaxText: \"\",\r\n MaxResultText: \"\",\r\n NumPurlins: 6,\r\n ColumnsMax: 0.541310695179258,\r\n RATRETSTR: \"-1,-1,-1,-1,-1\",\r\n ColumnsMaxText: \"Limiting Member = PC3 CR=0.541 - Deflection (27.1mm)\",\r\n RafterMax: 0.469526947499107,\r\n NumFasciaBeams: 0,\r\n EdgeBeamMax: 0.558511111508899,\r\n JoinBeamMax: 0,\r\n OtherMax: 0.558511111508899,\r\n AttachmentBracketsMax: -1,\r\n },\r\n },\r\n \"BeamResults.TestValueChecksum\": 249.787877506355,\r\n },\r\n OLLC00632: {\r\n AttachmentBracketResults: {\r\n BK34S_2: \"0.057=Uplift\",\r\n BK34S_3: \"0.041=Uplift\",\r\n BK34S_4: \"0.838=Uplift\",\r\n BK34S_5: \"0.041=Uplift\",\r\n BK34S_6: \"0.055=Uplift\",\r\n BK34S_7: \"0.376=Uplift\",\r\n BK34S_8: \"0.090=Uplift\",\r\n BK34S_9: \"0.081=Uplift\",\r\n BK34S_10: \"0.897=Uplift\",\r\n BK34S_1: \"0.410=Uplift\",\r\n },\r\n BeamResults: {\r\n \"P2,\": \"0.133544975847495=Deflection-W UP (-4.6mm)\",\r\n \"PR5,PR6,\": \"0.203213082886745=Bending Moment\",\r\n \"EB2d,\": \"0.549861879604363=Vertical Shear\",\r\n \"EB3,\": \"0.603056901096402=Vertical Shear\",\r\n \"P1a,P1b,P2a,P2b,\": \"0.133544975847495=Deflection-W UP (-4.6mm)\",\r\n \"EB2a,\": \"0.25245135115062=Vertical Shear\",\r\n \"P3,\": \"0.189592693209646=Deflection-W UP (-6.5mm)\",\r\n \"EB3c,\": \"0.603056901096402=Vertical Shear\",\r\n \"PR1,PR2,\": \"0.201895522866568=End 1 (CON3)\",\r\n \"EB3a,\": \"0.256870204419104=Vertical Shear\",\r\n \"EB3b,\": \"0.0146650542271961=Vertical Shear\",\r\n \"P3a,P3b,P4a,P4b,\": \"0.189592693209646=Deflection-W UP (-6.5mm)\",\r\n \"EB2b,EB2c,EB2e,\": \"0.0136325889180047=Vertical Shear\",\r\n \"P4,\": \"0.189592693209646=Deflection-W UP (-6.5mm)\",\r\n \",\": \"0.991749940274788=Bending Moment\",\r\n \"EB2f,\": \"0.275431493341552=Vertical Shear\",\r\n \"P1,\": \"0.133544975847495=Deflection-W UP (-4.6mm)\",\r\n \"PR3,PR4,\": \"0.477304478731292=Bending Moment\",\r\n \"EB2,\": \"0.549861879604363=Vertical Shear\",\r\n \"EB1,\": \"0.991749940274788=Bending Moment\",\r\n },\r\n ColumnResults: {\r\n PC1: \"0.793=Base Connection\",\r\n },\r\n BeamAttachmentBracketResults: {\r\n EB2: {\r\n ref: \"BK34S_4\",\r\n area: 0,\r\n type: \"BK34S\",\r\n max_shear: 0.545523155053822,\r\n max_shear_kn: 4.2823567671725,\r\n max_uplift: 0.838422342973409,\r\n max_uplift_kn: -6.58161539234126,\r\n max_area_capacity: 0.449130716633626,\r\n area_m2_roofload: 5.35139248868965,\r\n max_capacity_ratio: 0.838422342973409,\r\n max_capacity_ratio_limit_state: \"Uplift\",\r\n max_input_member: \"EB2d\",\r\n },\r\n EB3: {\r\n ref: \"BK34S_10\",\r\n area: 0,\r\n type: \"BK34S\",\r\n max_shear: 0.588083383451736,\r\n max_shear_kn: 4.61645456009613,\r\n max_uplift: 0.897287210803309,\r\n max_uplift_kn: -7.04370460480598,\r\n max_area_capacity: 0.558968156962635,\r\n area_m2_roofload: 6.66010559020979,\r\n max_capacity_ratio: 0.897287210803309,\r\n max_capacity_ratio_limit_state: \"Uplift\",\r\n max_input_member: \"EB3c\",\r\n },\r\n },\r\n maxResultOverAllText: \"\",\r\n MaxResultOverAll: 0.991749940274788,\r\n AreaMaxResults: {\r\n 0: {\r\n MaxResult: 0.991749940274788,\r\n PurlinMax: 0.189592693209646,\r\n NumRafters: 3,\r\n NumColumns: 1,\r\n AttachmentBracketsMaxText: \"\",\r\n MaxResultText: \"\",\r\n NumPurlins: 6,\r\n ColumnsMax: 0.792896971870795,\r\n RATRETSTR: \"-1,-1,-1,-1,-1\",\r\n ColumnsMaxText: \"Limiting Member = PC1 CR=0.793 - Base Connection\",\r\n RafterMax: 0.477304478731292,\r\n NumFasciaBeams: 0,\r\n EdgeBeamMax: 0.991749940274788,\r\n JoinBeamMax: 0,\r\n OtherMax: 0.991749940274788,\r\n AttachmentBracketsMax: -1,\r\n },\r\n },\r\n \"BeamResults.TestValueChecksum\": 36.8049853459859,\r\n },\r\n FTLC00054: {\r\n AttachmentBracketResults: {\r\n BK34S_10: \"0.547=Shear\",\r\n BK34S_16: \"0.027=Shear\",\r\n BK34S_14: \"0.032=Shear\",\r\n BK34S_13: \"0.030=Shear\",\r\n BK34S_11: \"0.032=Shear\",\r\n BK34S_17: \"0.552=Shear\",\r\n BK34S_8: \"0.058=Shear\",\r\n BK34S_9: \"0.476=Shear\",\r\n BK34S_12: \"0.030=Shear\",\r\n BK34S_15: \"0.030=Shear\",\r\n BK34S_1: \"0.474=Shear\",\r\n BK34S_2: \"0.058=Shear\",\r\n BK34S_3: \"0.040=Shear\",\r\n BK34S_4: \"0.040=Shear\",\r\n BK34S_5: \"0.917=Shear\",\r\n BK34S_6: \"0.040=Shear\",\r\n BK34S_7: \"0.040=Shear\",\r\n },\r\n BeamResults: {\r\n \"EB2e,\": \"0.602706555170907=Vertical Shear\",\r\n \"EB3a,\": \"0.36736830582681=Vertical Shear\",\r\n \"P2,\": \"0.221721385842407=Deflection-W UP (-10.2mm)\",\r\n \"P3,\": \"0.221721385842407=Deflection-W UP (-10.2mm)\",\r\n \"PR3,PR4,\": \"0.506810612789899=End 1 (CON3)\",\r\n \"EB4a,\": \"0.0115210017341685=Vertical Shear\",\r\n \"EB2b,EB2c,EB2d,EB2f,EB2g,\": \"0.0135040864916949=Vertical Shear\",\r\n \"EB1b,\": \"0.355847304092642=Vertical Shear\",\r\n \",\": \"0.602706555170907=Vertical Shear\",\r\n \"EB4,\": \"0.3707327771429=Vertical Shear\",\r\n \"EB3,\": \"0.36736830582681=Vertical Shear\",\r\n \"EB2,\": \"0.602706555170907=Vertical Shear\",\r\n \"EB1,\": \"0.355847304092642=Vertical Shear\",\r\n \"EB2a,\": \"0.320024177719235=Vertical Shear\",\r\n \"P5,\": \"0.388513301848856=Deflection-W UP (-17.9mm)\",\r\n \"P8,\": \"0.388513301848856=Deflection-W UP (-17.9mm)\",\r\n \"EB1a,\": \"0.355847304092642=Vertical Shear\",\r\n \"EB4d,\": \"0.3707327771429=Vertical Shear\",\r\n \"EB3b,EB3c,EB3d,EB4b,EB4c,\": \"0.010041521221268=Vertical Shear\",\r\n \"PR5,PR6,\": \"0.308999116132015=Bending Moment\",\r\n \"EB2h,\": \"0.318590278116966=Vertical Shear\",\r\n \"PR1,PR2,\": \"0.308999116132015=Bending Moment\",\r\n \"P4,\": \"0.221721385842407=Deflection-W UP (-10.2mm)\",\r\n \"P1,P2,\": \"0.221721385842407=Deflection-W UP (-10.2mm)\",\r\n \"P3,P4,\": \"0.221721385842407=Deflection-W UP (-10.2mm)\",\r\n \"P1,\": \"0.221721385842407=Deflection-W UP (-10.2mm)\",\r\n \"P6,\": \"0.388513301848856=Deflection-W UP (-17.9mm)\",\r\n \"P7,\": \"0.388513301848856=Deflection-W UP (-17.9mm)\",\r\n },\r\n ColumnResults: {\r\n PC1: \"0.351=Top Connection\",\r\n },\r\n BeamAttachmentBracketResults: {\r\n EB2: {\r\n ref: \"BK34S_5\",\r\n area: 0,\r\n type: \"BK34S\",\r\n max_shear: 0.916858636257221,\r\n max_shear_kn: 7.19734029461919,\r\n max_uplift: 0.894714949713541,\r\n max_uplift_kn: -7.0235123552513,\r\n max_area_capacity: 0.946450055552244,\r\n area_m2_roofload: 8.35715399052632,\r\n max_capacity_ratio: 0.916858636257221,\r\n max_capacity_ratio_limit_state: \"Shear\",\r\n max_input_member: \"EB2e\",\r\n },\r\n EB3: {\r\n ref: \"BK34S_10\",\r\n area: 0,\r\n type: \"BK34S\",\r\n max_shear: 0.546606600262057,\r\n max_shear_kn: 4.29086181205715,\r\n max_uplift: 0.528580469827754,\r\n max_uplift_kn: -4.14935668814787,\r\n max_area_capacity: 0.599243061631996,\r\n area_m2_roofload: 5.29131623421053,\r\n max_capacity_ratio: 0.546606600262057,\r\n max_capacity_ratio_limit_state: \"Shear\",\r\n max_input_member: \"EB3a\",\r\n },\r\n EB4: {\r\n ref: \"BK34S_17\",\r\n area: 0,\r\n type: \"BK34S\",\r\n max_shear: 0.551612590704341,\r\n max_shear_kn: 4.33015883702907,\r\n max_uplift: 0.533437983281458,\r\n max_uplift_kn: -4.18748816875944,\r\n max_area_capacity: 0.604527456721122,\r\n area_m2_roofload: 5.3379774428475,\r\n max_capacity_ratio: 0.551612590704341,\r\n max_capacity_ratio_limit_state: \"Shear\",\r\n max_input_member: \"EB4d\",\r\n },\r\n },\r\n maxResultOverAllText: \"\",\r\n MaxResultOverAll: 0.602706555170907,\r\n AreaMaxResults: {\r\n 0: {\r\n MaxResult: 0.602706555170907,\r\n PurlinMax: 0.388513301848856,\r\n NumRafters: 3,\r\n NumColumns: 1,\r\n AttachmentBracketsMaxText: \"\",\r\n MaxResultText: \"\",\r\n NumPurlins: 10,\r\n ColumnsMax: 0.351223132009051,\r\n RATRETSTR: \"-1,-1,-1,-1,-1\",\r\n ColumnsMaxText: \"Limiting Member = PC1 CR=0.351 - Top Connection\",\r\n RafterMax: 0.506810612789899,\r\n NumFasciaBeams: 0,\r\n EdgeBeamMax: 0.602706555170907,\r\n JoinBeamMax: 0,\r\n OtherMax: 0.602706555170907,\r\n AttachmentBracketsMax: -1,\r\n },\r\n },\r\n \"BeamResults.TestValueChecksum\": 88.2852596191127,\r\n },\r\n ZAPC00196: {\r\n AttachmentBracketResults: {},\r\n BeamResults: {\r\n \",\": \"0.23223361383502=Bending Moment\",\r\n \"R2,\": \"0.0292866636256849=Vertical Shear\",\r\n \"FB1,\": \"0.23223361383502=Bending Moment\",\r\n \"R1,\": \"0.0292866636256849=Vertical Shear\",\r\n },\r\n ColumnResults: {\r\n C1: \"0.291=Base Connection\",\r\n C2: \"0.291=Base Connection\",\r\n },\r\n BeamAttachmentBracketResults: {},\r\n maxResultOverAllText: \"Limiting Member = C1 CR=0.291 - Base Connection\",\r\n MaxResultOverAll: 0.290707783322236,\r\n AreaMaxResults: {\r\n 0: {\r\n MaxResult: 0.290707783322236,\r\n FasciaMax: 0.23223361383502,\r\n NumRafters: 2,\r\n NumColumns: 2,\r\n AttachmentBracketsMaxText: \"\",\r\n MaxResultText: \"Limiting Member = C1 CR=0.291 - Base Connection\",\r\n NumPurlins: 0,\r\n ColumnsMax: 0.290707783322236,\r\n RATRETSTR: \"-1.0000000,-1.0000000,-1.0000000,-1.0000000,-1.0000000,Type 1\",\r\n ColumnsMaxText: \"Limiting Member = C1 CR=0.291 - Base Connection\",\r\n RafterMax: 0.0292866636256849,\r\n NumFasciaBeams: 1,\r\n JoinBeamMax: 0,\r\n OtherMax: 0.23223361383502,\r\n AttachmentBracketsMax: -1,\r\n },\r\n },\r\n \"BeamResults.TestValueChecksum\": 19.3329103319602,\r\n },\r\n CHRC00095: {\r\n AttachmentBracketResults: {\r\n BK34D_1: \"0.671=Uplift\",\r\n BK34D_10: \"0.512=Uplift\",\r\n BK34D_9: \"0.192=Uplift\",\r\n BK34D_8: \"0.514=Uplift\",\r\n BK34D_7: \"1.660=Uplift\",\r\n BK34D_6: \"0.183=Uplift\",\r\n BK34D_5: \"0.138=Uplift\",\r\n BK34D_4: \"1.343=Uplift\",\r\n BK34D_3: \"0.138=Uplift\",\r\n BK34D_2: \"0.160=Uplift\",\r\n },\r\n BeamResults: {\r\n \"EB4b,\": \"0.345411523491272=Vertical Shear\",\r\n \"EB2f,\": \"0.451261142925457=Vertical Shear\",\r\n \"EB3a,\": \"0.00611343087732029=Vertical Shear\",\r\n \"P2,\": \"0.708742468612818=Deflection-W UP (-34.0mm)\",\r\n \"EB2b,EB2c,EB2e,\": \"0.046475579198142=Vertical Shear\",\r\n \"P3,\": \"0.708742468612818=Deflection-W UP (-34.0mm)\",\r\n \"PR3,PR4,\": \"0.83795310050092=End 1 (CON3)\",\r\n \"EB4a,\": \"0.344076739087234=Vertical Shear\",\r\n \"EB2d,\": \"0.856328925649963=Vertical Shear\",\r\n \"PR9,PR10,\": \"0.252953874096862=End 1 (CON3)\",\r\n \"EB1b,\": \"0.162040983129025=Bending Moment\",\r\n \",\": \"1.11544946444939=Vertical Shear\",\r\n \"EB5,\": \"0.0696285469079208=Bending Moment\",\r\n \"EB4,\": \"0.345411523491272=Vertical Shear\",\r\n \"EB3,\": \"0.108104529344389=Bending Moment\",\r\n \"EB2,\": \"1.11544946444939=Vertical Shear\",\r\n \"EB1,\": \"0.164695117514634=Bending Moment\",\r\n \"EB2a,\": \"1.11544946444939=Vertical Shear\",\r\n \"P5,\": \"0.392228785319006=Deflection-W UP (-16.4mm)\",\r\n \"P5,P6,\": \"0.392228785319006=Deflection-W UP (-16.4mm)\",\r\n \"EB1a,\": \"0.164695117514634=Bending Moment\",\r\n \"EB3b,\": \"0.108104529344389=Bending Moment\",\r\n \"PR7,PR8,\": \"0.509794600522853=Vertical Shear\",\r\n \"PR5,PR6,\": \"0.724168841642028=Vertical Shear\",\r\n \"PR1,PR2,\": \"0.421272838751338=End 1 (CON3)\",\r\n \"P4,\": \"0.708742468612818=Deflection-W UP (-34.0mm)\",\r\n \"P1,P2,\": \"0.708742468612818=Deflection-W UP (-34.0mm)\",\r\n \"P3,P4,\": \"0.708742468612818=Deflection-W UP (-34.0mm)\",\r\n \"HB1,\": \"0.123264137914224=Vertical Shear\",\r\n \"P1,\": \"0.708742468612818=Deflection-W UP (-34.0mm)\",\r\n \"P6,\": \"0.392228785319006=Deflection-W UP (-16.4mm)\",\r\n },\r\n ColumnResults: {\r\n PC4: \"0.671=Deflection (33.5mm)\",\r\n PC2: \"0.415=Deflection (20.8mm)\",\r\n PC3: \"0.280=Deflection (14.0mm)\",\r\n C1: \"0.231=Deflection (11.5mm)\",\r\n PC1: \"0.415=Deflection (20.8mm)\",\r\n },\r\n BeamAttachmentBracketResults: {\r\n EB2: {\r\n ref: \"BK34D_7\",\r\n area: 0,\r\n type: \"BK34D\",\r\n max_shear: 1.1311916775069,\r\n max_shear_kn: 8.87985466842914,\r\n max_uplift: 1.65967512672215,\r\n max_uplift_kn: -13.0284497447689,\r\n max_area_capacity: 1.1065817279798,\r\n area_m2_roofload: 11.992579476981,\r\n max_capacity_ratio: 1.65967512672215,\r\n max_capacity_ratio_limit_state: \"Uplift\",\r\n max_input_member: \"EB2a\",\r\n },\r\n EB4: {\r\n ref: \"BK34D_8\",\r\n area: 0,\r\n type: \"BK34D\",\r\n max_shear: 0.341106726337926,\r\n max_shear_kn: 2.67768780175272,\r\n max_uplift: 0.513937145780644,\r\n max_uplift_kn: -4.03440659437806,\r\n max_area_capacity: 0.355663841154447,\r\n area_m2_roofload: 3.85450687851132,\r\n max_capacity_ratio: 0.513937145780644,\r\n max_capacity_ratio_limit_state: \"Uplift\",\r\n max_input_member: \"EB4b\",\r\n },\r\n },\r\n maxResultOverAllText: \"\",\r\n MaxResultOverAll: 1.11544946444939,\r\n AreaMaxResults: {\r\n 0: {\r\n MaxResult: 1.11544946444939,\r\n PurlinMax: 0.708742468612818,\r\n NumRafters: 3,\r\n NumColumns: 4,\r\n AttachmentBracketsMaxText: \"\",\r\n MaxResultText: \"\",\r\n NumPurlins: 6,\r\n ColumnsMax: 0.415227115568884,\r\n RATRETSTR: \"-1,-1,-1,-1,-1\",\r\n ColumnsMaxText: \"Limiting Member = PC1 CR=0.415 - Deflection (20.8mm)\",\r\n RafterMax: 0.83795310050092,\r\n NumFasciaBeams: 0,\r\n EdgeBeamMax: 1.11544946444939,\r\n JoinBeamMax: 0,\r\n OtherMax: 1.11544946444939,\r\n AttachmentBracketsMax: -1,\r\n },\r\n 1: {\r\n MaxResult: 0.670626655501516,\r\n PurlinMax: 0.392228785319006,\r\n NumRafters: 2,\r\n NumColumns: 1,\r\n AttachmentBracketsMaxText: \"\",\r\n MaxResultText: \"Limiting Member = PC4 CR=0.671 - Deflection (33.5mm)\",\r\n NumPurlins: 3,\r\n ColumnsMax: 0.670626655501516,\r\n RATRETSTR: \"-1,-1,-1,-1,-1\",\r\n ColumnsMaxText: \"Limiting Member = PC4 CR=0.671 - Deflection (33.5mm)\",\r\n RafterMax: 0.509794600522853,\r\n NumFasciaBeams: 0,\r\n EdgeBeamMax: 0.345411523491272,\r\n JoinBeamMax: 0,\r\n AttachmentBracketsMax: -1,\r\n },\r\n },\r\n \"BeamResults.TestValueChecksum\": 347.004670865453,\r\n },\r\n FTLC01022: {\r\n AttachmentBracketResults: {},\r\n BeamResults: {\r\n \",\": \"0.601155802416901=Bending Moment\",\r\n \"FB1,\": \"0.601155802416901=Bending Moment\",\r\n \"FB1a,FB1b,FB2a,FB2b,\": \"0.601155802416901=Bending Moment\",\r\n \"R2,\": \"0.0360435153050394=Vertical Shear\",\r\n \"FB2,\": \"0.601155802416901=Bending Moment\",\r\n \"R1,\": \"0.0360435153050394=Vertical Shear\",\r\n },\r\n ColumnResults: {\r\n C6: \"0.345=Deflection (17.2mm)\",\r\n C2: \"0.358=Deflection (17.9mm)\",\r\n C1: \"0.358=Deflection (17.9mm)\",\r\n C3: \"0.416=Deflection (20.8mm)\",\r\n C4: \"0.416=Deflection (20.8mm)\",\r\n C5: \"0.294=Deflection (14.7mm)\",\r\n },\r\n BeamAttachmentBracketResults: {},\r\n maxResultOverAllText: \"\",\r\n MaxResultOverAll: 0.601155802416901,\r\n AreaMaxResults: {\r\n 0: {\r\n MaxResult: 0.601155802416901,\r\n FasciaMax: 0.601155802416901,\r\n NumRafters: 2,\r\n NumColumns: 6,\r\n AttachmentBracketsMaxText: \"\",\r\n MaxResultText: \"\",\r\n NumPurlins: 0,\r\n ColumnsMax: 0.41644913379072,\r\n RATRETSTR: \"-1.0000000,-1.0000000,-1.0000000,-1.0000000,-1.0000000,Type 1\",\r\n ColumnsMaxText: \"Limiting Member = C3 CR=0.416 - Deflection (20.8mm)\",\r\n RafterMax: 0.0360435153050394,\r\n NumFasciaBeams: 3,\r\n JoinBeamMax: 0,\r\n OtherMax: 0.601155802416901,\r\n AttachmentBracketsMax: -1,\r\n },\r\n },\r\n \"BeamResults.TestValueChecksum\": 7.07318863077327,\r\n },\r\n FTLC01014: {\r\n AttachmentBracketResults: {\r\n BK34S_2: \"0.052=Shear\",\r\n BK34S_3: \"0.034=Shear\",\r\n BK34S_4: \"0.034=Shear\",\r\n BK34S_5: \"0.052=Shear\",\r\n BK34S_6: \"0.529=Shear\",\r\n BK34S_1: \"0.529=Shear\",\r\n },\r\n BeamResults: {\r\n \"P4,\": \"0.809556528263548=Deflection-W UP (-51.6mm)\",\r\n \"PR1,PR2,\": \"0.292407880189892=End 1 (CON3)\",\r\n \"EB2e,\": \"0.355675305291517=Vertical Shear\",\r\n \"EB1,\": \"0.0880861000663864=Bending Moment\",\r\n \"PR3,PR4,\": \"0.292407880189892=End 1 (CON3)\",\r\n \",\": \"0.809556528263548=Deflection-W UP (-51.6mm)\",\r\n \"P2,\": \"0.553539421650422=Deflection-W UP (-35.3mm)\",\r\n \"EB2a,\": \"0.355675305291517=Vertical Shear\",\r\n \"P1,\": \"0.553539421650422=Deflection-W UP (-35.3mm)\",\r\n \"EB2,\": \"0.355675305291517=Vertical Shear\",\r\n \"P3,\": \"0.809556528263548=Deflection-W UP (-51.6mm)\",\r\n \"EB2b,EB2c,EB2d,\": \"0.011327446681708=Vertical Shear\",\r\n },\r\n ColumnResults: {\r\n PC1: \"0.316=Deflection (15.8mm)\",\r\n PC2: \"0.316=Deflection (15.8mm)\",\r\n },\r\n BeamAttachmentBracketResults: {\r\n EB2: {\r\n ref: \"BK34S_6\",\r\n area: 0,\r\n type: \"BK34S\",\r\n max_shear: 0.529208607108907,\r\n max_shear_kn: 4.15428756580492,\r\n max_uplift: 0.468251573981552,\r\n max_uplift_kn: -3.67577485575518,\r\n max_area_capacity: 0.429559869107906,\r\n area_m2_roofload: 5.1182058404207,\r\n max_capacity_ratio: 0.529208607108907,\r\n max_capacity_ratio_limit_state: \"Shear\",\r\n max_input_member: \"EB2a\",\r\n },\r\n },\r\n maxResultOverAllText: \"\",\r\n MaxResultOverAll: 0.809556528263548,\r\n AreaMaxResults: {\r\n 0: {\r\n MaxResult: 0.809556528263548,\r\n PurlinMax: 0.809556528263548,\r\n NumRafters: 2,\r\n NumColumns: 2,\r\n AttachmentBracketsMaxText: \"\",\r\n MaxResultText: \"\",\r\n NumPurlins: 4,\r\n ColumnsMax: 0.315578405814154,\r\n RATRETSTR: \"-1,-1,-1,-1,-1\",\r\n ColumnsMaxText: \"Limiting Member = PC1 CR=0.316 - Deflection (15.8mm)\",\r\n RafterMax: 0.292407880189892,\r\n NumFasciaBeams: 0,\r\n EdgeBeamMax: 0.355675305291517,\r\n JoinBeamMax: 0,\r\n OtherMax: 0.809556528263548,\r\n AttachmentBracketsMax: -1,\r\n },\r\n },\r\n \"BeamResults.TestValueChecksum\": 117.243916561775,\r\n },\r\n};\r\n\r\nexport const LYSAGHT_ENGLOAD_JOBS = {\r\n VDPL00040: {\r\n AttachmentBracketResults: {},\r\n MaxResultOverAll: 999,\r\n BeamResults: {\r\n \",\": \"16.4931811734441=Vertical Shear\",\r\n \"FB1b,\": \"0.190425048673683=Bending Moment\",\r\n \"FB1c,\": \"16.4931811734441=Vertical Shear\",\r\n \"FB1,\": \"16.4931811734441=Vertical Shear\",\r\n \"FB1a,\": \"16.4931811734441=Vertical Shear\",\r\n \"R2,\": \"9.99=Error: Cantilever Backspan Invalid\",\r\n \"P1,\": \"0.416421798482224=Bending Moment\",\r\n \"R1,\": \"9.99=Error: Cantilever Backspan Invalid\",\r\n },\r\n BeamResultsDetailed: {},\r\n ColumnResults: {\r\n C1: \"999.000=Strength\",\r\n C2: \"999.000=Strength\",\r\n },\r\n AttachmentBracketResultsDetailed: {},\r\n Errors: {\r\n max_beam_column_exceeded: false,\r\n max_col_column_exceeded: false,\r\n },\r\n BeamAttachmentBracketResults: {},\r\n maxResultOverAllText: \"Limiting Member = C1 CR=999.000 - Strength\",\r\n AreaMaxResults: {\r\n 0: {\r\n MaxResult: 999,\r\n PurlinMax: 0.416421798482224,\r\n FasciaMax: 16.4931811734441,\r\n NumRafters: 2,\r\n NumColumns: 2,\r\n AttachmentBracketsMaxText: \"\",\r\n MaxResultText: \"Limiting Member = C1 CR=999.000 - Strength\",\r\n NumPurlins: 1,\r\n ColumnsMax: 999,\r\n RATRETSTR: \"-1.0000000,-1.0000000,-1.0000000,-1.0000000,-1.0000000,Type 4\",\r\n ColumnsMaxText: \"Limiting Member = C1 CR=999.000 - Strength\",\r\n RafterMax: 9.99,\r\n NumFasciaBeams: 4,\r\n JoinBeamMax: 0,\r\n OtherMax: 16.4931811734441,\r\n AttachmentBracketsMax: -1,\r\n },\r\n },\r\n ColumnResultsDetailed: {\r\n C1: {\r\n ref: \"C1\",\r\n area: 0,\r\n type: \"Column\",\r\n member_size: \"90x90x2.0\",\r\n embedment: 500,\r\n height: 2301,\r\n total_compression_kn: 171.293387068646,\r\n total_tension_kn: -84.294379785771,\r\n max_strength: 999,\r\n max_deflection_mm: 50,\r\n max_deflection: 0.115668201846262,\r\n max_capacity_ratio: 999,\r\n max_capacity_ratio_limit_state: \"Strength\",\r\n },\r\n C2: {\r\n ref: \"C2\",\r\n area: 0,\r\n type: \"Column\",\r\n member_size: \"90x90x2.0\",\r\n embedment: 500,\r\n height: 2301,\r\n total_compression_kn: 171.293387068646,\r\n total_tension_kn: -84.294379785771,\r\n max_strength: 999,\r\n max_deflection_mm: 50,\r\n max_deflection: 0.115668201846262,\r\n max_capacity_ratio: 999,\r\n max_capacity_ratio_limit_state: \"Strength\",\r\n },\r\n },\r\n \"BeamResults.TestValueChecksum\": 0,\r\n BeamPointLoadPeakCalcs: [\r\n {\r\n BeamName: \"R1,\",\r\n BeamType: \"Rafter\",\r\n Length: 4887,\r\n Column: \"F\",\r\n PointLoads: [\r\n {\r\n Name: \"P1\",\r\n Location: 2456,\r\n },\r\n {\r\n Name: \"WB1\",\r\n Location: 4887,\r\n },\r\n ],\r\n },\r\n {\r\n BeamName: \"R2,\",\r\n BeamType: \"Rafter\",\r\n Length: 4887,\r\n Column: \"G\",\r\n PointLoads: [\r\n {\r\n Name: \"P1\",\r\n Location: 2456,\r\n },\r\n {\r\n Name: \"WB1\",\r\n Location: 4887,\r\n },\r\n ],\r\n },\r\n ],\r\n ProcessedLoadData: {\r\n Beams: {\r\n FB1: {\r\n Name: \"FB1\",\r\n AreaIndex: 0,\r\n BeamType: \"FL15015\",\r\n Length: 5000,\r\n PointLoadData: {\r\n R1: {\r\n Name: \"R1\",\r\n End: 1,\r\n Side: 0,\r\n Location: 25,\r\n Bracket: \"\",\r\n },\r\n R2: {\r\n Name: \"R2\",\r\n End: 1,\r\n Side: 0,\r\n Location: 4975,\r\n Bracket: \"\",\r\n },\r\n },\r\n NumPointLoads: 2,\r\n SupportData: {\r\n C1: {\r\n Name: \"C1\",\r\n End: 1,\r\n Side: 0,\r\n Location: 245,\r\n Bracket: \"HCC\",\r\n },\r\n C2: {\r\n Name: \"C2\",\r\n End: 2,\r\n Side: 0,\r\n Location: 4755,\r\n Bracket: \"HCC\",\r\n },\r\n },\r\n NumSupports: 2,\r\n ExtraData: {\r\n END_STATE_1: \"End Cap\",\r\n END_STATE_2: \"End Cap\",\r\n FA_1: \"0.00\",\r\n FA_2: \"0.00\",\r\n X: \"00\",\r\n PARENT_LEN: \"5000\",\r\n },\r\n },\r\n WB1: {\r\n Name: \"WB1\",\r\n AreaIndex: 0,\r\n BeamType: \"FL15015\",\r\n Length: 5000,\r\n PointLoadData: {\r\n R2: {\r\n Name: \"R2\",\r\n End: 2,\r\n Side: 0,\r\n Location: 25,\r\n Bracket: \"\",\r\n },\r\n R1: {\r\n Name: \"R1\",\r\n End: 2,\r\n Side: 0,\r\n Location: 4975,\r\n Bracket: \"\",\r\n },\r\n },\r\n NumPointLoads: 2,\r\n SupportData: {},\r\n NumSupports: 0,\r\n ExtraData: {\r\n END_STATE_1: \"End Cap\",\r\n END_STATE_2: \"End Cap\",\r\n FA_1: \"0.00\",\r\n FA_2: \"0.00\",\r\n X: \"5000\",\r\n PARENT_LEN: \"5000\",\r\n },\r\n },\r\n R1: {\r\n Name: \"R1\",\r\n AreaIndex: 0,\r\n BeamType: \"FL15015\",\r\n Length: 4887,\r\n PointLoadData: {\r\n P1: {\r\n Name: \"P1\",\r\n End: 1,\r\n Side: 0,\r\n Location: 2456.73,\r\n Bracket: \"FLUB\",\r\n },\r\n },\r\n NumPointLoads: 1,\r\n SupportData: {\r\n FB1: {\r\n Name: \"FB1\",\r\n End: 1,\r\n Side: 0,\r\n Location: 0,\r\n Bracket: \"\",\r\n },\r\n WB1: {\r\n Name: \"WB1\",\r\n End: 2,\r\n Side: 0,\r\n Location: 4908.23,\r\n Bracket: \"\",\r\n },\r\n },\r\n NumSupports: 2,\r\n ExtraData: {\r\n END_STATE_1: \"To Beam\",\r\n END_STATE_2: \"To Beam\",\r\n FA_1: \"0.00\",\r\n FA_2: \"-0.00\",\r\n X: \"25\",\r\n PARENT_LEN: \"5003\",\r\n },\r\n },\r\n P1: {\r\n Name: \"P1\",\r\n AreaIndex: 0,\r\n BeamType: \"FL15015\",\r\n Length: 4890,\r\n PointLoadData: {},\r\n NumPointLoads: 0,\r\n SupportData: {\r\n R1: {\r\n Name: \"R1\",\r\n End: 1,\r\n Side: 0,\r\n Location: 0,\r\n Bracket: \"FLUB\",\r\n },\r\n R2: {\r\n Name: \"R2\",\r\n End: 2,\r\n Side: 0,\r\n Location: 4900,\r\n Bracket: \"FLUB\",\r\n },\r\n },\r\n NumSupports: 2,\r\n ExtraData: {\r\n END_STATE_1: \"To Beam\",\r\n END_STATE_2: \"To Beam\",\r\n FA_1: \"0.00\",\r\n FA_2: \"-0.00\",\r\n X: \"25\",\r\n PARENT_LEN: \"4950\",\r\n },\r\n },\r\n R2: {\r\n Name: \"R2\",\r\n AreaIndex: 0,\r\n BeamType: \"FL15015\",\r\n Length: 4887,\r\n PointLoadData: {\r\n P1: {\r\n Name: \"P1\",\r\n End: 2,\r\n Side: 0,\r\n Location: 2456.73,\r\n Bracket: \"FLUB\",\r\n },\r\n },\r\n NumPointLoads: 1,\r\n SupportData: {\r\n FB1: {\r\n Name: \"FB1\",\r\n End: 1,\r\n Side: 0,\r\n Location: 0,\r\n Bracket: \"\",\r\n },\r\n WB1: {\r\n Name: \"WB1\",\r\n End: 2,\r\n Side: 0,\r\n Location: 4908.23,\r\n Bracket: \"\",\r\n },\r\n },\r\n NumSupports: 2,\r\n ExtraData: {\r\n END_STATE_1: \"To Beam\",\r\n END_STATE_2: \"To Beam\",\r\n FA_1: \"0.00\",\r\n FA_2: \"-0.00\",\r\n X: \"4975\",\r\n PARENT_LEN: \"5003\",\r\n },\r\n },\r\n },\r\n Cols: {\r\n C1: {\r\n Name: \"C1\",\r\n AreaIndex: 0,\r\n ColumnType: \"SHS 90mm x 2mm\",\r\n Height: 2301,\r\n TopBracket: \"\",\r\n GroundConnection: \"Concrete In\",\r\n Embedment: 500,\r\n ExternalConnector: \"0\",\r\n BaseConnector: \"\",\r\n },\r\n C2: {\r\n Name: \"C2\",\r\n AreaIndex: 0,\r\n ColumnType: \"SHS 90mm x 2mm\",\r\n Height: 2301,\r\n TopBracket: \"\",\r\n GroundConnection: \"Concrete In\",\r\n Embedment: 500,\r\n ExternalConnector: \"0\",\r\n BaseConnector: \"\",\r\n },\r\n },\r\n },\r\n },\r\n LSBL00222: {\r\n AttachmentBracketResults: {\r\n UCE_1: \"0.500=Uplift\",\r\n UCE_4: \"0.500=Uplift\",\r\n UCE_2: \"0.820=Uplift\",\r\n UCE_3: \"0.820=Uplift\",\r\n },\r\n MaxResultOverAll: 0.514907648393385,\r\n BeamResults: {\r\n \"P2,\": \"0.0800332596662741=Vertical Shear\",\r\n \"R1,\": \"0.218254582298945=Bending Moment\",\r\n \"FB2b,\": \"0.0659794836801913=Vertical Shear\",\r\n \"P1,P2,\": \"0.0800332596662741=Vertical Shear\",\r\n \"P6,\": \"0.0800332596662741=Vertical Shear\",\r\n \"R2,\": \"0.349852786041602=Bending Moment\",\r\n \"P3,\": \"0.0800332596662741=Vertical Shear\",\r\n \"R3,\": \"0.349852786041602=Bending Moment\",\r\n \"FB2a,\": \"0.326301172375769=Vertical Shear\",\r\n \"P5,\": \"0.0800332596662741=Vertical Shear\",\r\n \"P5,P6,\": \"0.0800332596662741=Vertical Shear\",\r\n \"FB1,\": \"0.514907648393385=Bending Moment\",\r\n \"FB2,\": \"0.326301172375769=Vertical Shear\",\r\n \"P4,\": \"0.0800332596662741=Vertical Shear\",\r\n \",\": \"0.514907648393385=Bending Moment\",\r\n \"FB1c,\": \"0.23515284496323=Vertical Shear\",\r\n \"P1,\": \"0.0800332596662741=Vertical Shear\",\r\n \"R4,\": \"0.218254582298945=Bending Moment\",\r\n \"FB1a,\": \"0.23515284496323=Vertical Shear\",\r\n \"FB1b,\": \"0.514907648393385=Bending Moment\",\r\n \"P3,P4,\": \"0.0800332596662741=Vertical Shear\",\r\n \"FB2c,\": \"0.326301172375769=Vertical Shear\",\r\n },\r\n BeamResultsDetailed: {},\r\n ColumnResults: {\r\n C1: \"0.305=Deflection (15.3mm)\",\r\n C2: \"0.305=Deflection (15.3mm)\",\r\n },\r\n AttachmentBracketResultsDetailed: {\r\n UCE_1: {\r\n ref: \"UCE_1\",\r\n area: 0,\r\n type: \"UCE\",\r\n max_shear: 0.150824983974443,\r\n max_shear_kn: 1.18397612419938,\r\n max_uplift: 0.500124048587314,\r\n max_uplift_kn: -3.92597378141042,\r\n max_area_capacity: 0.450199013092692,\r\n area_m2_roofload: 2.25549705559439,\r\n max_capacity_ratio: 0.500124048587314,\r\n max_capacity_ratio_limit_state: \"Uplift\",\r\n max_input_member: \"FB2c\",\r\n },\r\n UCE_4: {\r\n ref: \"UCE_4\",\r\n area: 0,\r\n type: \"UCE\",\r\n max_shear: 0.150824983974443,\r\n max_shear_kn: 1.18397612419938,\r\n max_uplift: 0.500124048587314,\r\n max_uplift_kn: -3.92597378141042,\r\n max_area_capacity: 0.450199013092692,\r\n area_m2_roofload: 2.25549705559439,\r\n max_capacity_ratio: 0.500124048587314,\r\n max_capacity_ratio_limit_state: \"Uplift\",\r\n max_input_member: \"FB2a\",\r\n },\r\n UCE_2: {\r\n ref: \"UCE_2\",\r\n area: 0,\r\n type: \"UCE\",\r\n max_shear: 0.24715342539212,\r\n max_shear_kn: 1.94015438932814,\r\n max_uplift: 0.819541752779332,\r\n max_uplift_kn: -6.43340275931776,\r\n max_area_capacity: 0.761358939583117,\r\n area_m2_roofload: 3.81440828731141,\r\n max_capacity_ratio: 0.819541752779332,\r\n max_capacity_ratio_limit_state: \"Uplift\",\r\n max_input_member: \"FB2c\",\r\n },\r\n UCE_3: {\r\n ref: \"UCE_3\",\r\n area: 0,\r\n type: \"UCE\",\r\n max_shear: 0.24715342539212,\r\n max_shear_kn: 1.94015438932814,\r\n max_uplift: 0.819541752779332,\r\n max_uplift_kn: -6.43340275931776,\r\n max_area_capacity: 0.761358939583117,\r\n area_m2_roofload: 3.81440828731141,\r\n max_capacity_ratio: 0.819541752779332,\r\n max_capacity_ratio_limit_state: \"Uplift\",\r\n max_input_member: \"FB2a\",\r\n },\r\n },\r\n Errors: {\r\n max_beam_column_exceeded: false,\r\n max_col_column_exceeded: false,\r\n },\r\n BeamAttachmentBracketResults: {\r\n FB2: {\r\n ref: \"UCE_3\",\r\n area: 0,\r\n type: \"UCE\",\r\n max_shear: 0.24715342539212,\r\n max_shear_kn: 1.94015438932814,\r\n max_uplift: 0.819541752779332,\r\n max_uplift_kn: -6.43340275931776,\r\n max_area_capacity: 0.761358939583117,\r\n area_m2_roofload: 3.81440828731141,\r\n max_capacity_ratio: 0.819541752779332,\r\n max_capacity_ratio_limit_state: \"Uplift\",\r\n max_input_member: \"FB2a\",\r\n },\r\n },\r\n maxResultOverAllText: \"\",\r\n AreaMaxResults: {\r\n 0: {\r\n MaxResult: 0.514907648393385,\r\n PurlinMax: 0.0800332596662741,\r\n FasciaMax: 0.514907648393385,\r\n NumRafters: 4,\r\n NumColumns: 2,\r\n AttachmentBracketsMaxText: \"\",\r\n MaxResultText: \"\",\r\n NumPurlins: 9,\r\n ColumnsMax: 0.305397023061597,\r\n RATRETSTR: \"-1.0000000,-1.0000000,-1.0000000,-1.0000000,-1.0000000,Type 4\",\r\n ColumnsMaxText: \"Limiting Member = C1 CR=0.305 - Deflection (15.3mm)\",\r\n RafterMax: 0.349852786041602,\r\n NumFasciaBeams: 8,\r\n JoinBeamMax: 0,\r\n OtherMax: 0.514907648393385,\r\n AttachmentBracketsMax: -1,\r\n },\r\n },\r\n ColumnResultsDetailed: {\r\n C1: {\r\n ref: \"C1\",\r\n area: 0,\r\n type: \"Column\",\r\n member_size: \"90x90x2.0\",\r\n embedment: 500,\r\n height: 2523,\r\n total_compression_kn: 3.46854168093925,\r\n total_tension_kn: -11.5014174870334,\r\n max_strength: 0.0592879982242033,\r\n max_deflection_mm: 50,\r\n max_deflection: 0.305397023061597,\r\n max_capacity_ratio: 0.305397023061597,\r\n max_capacity_ratio_limit_state: \"Deflection (15.3mm)\",\r\n },\r\n C2: {\r\n ref: \"C2\",\r\n area: 0,\r\n type: \"Column\",\r\n member_size: \"90x90x2.0\",\r\n embedment: 500,\r\n height: 2523,\r\n total_compression_kn: 3.46854168093925,\r\n total_tension_kn: -11.5014174870334,\r\n max_strength: 0.0592879982242033,\r\n max_deflection_mm: 50,\r\n max_deflection: 0.305397023061597,\r\n max_capacity_ratio: 0.305397023061597,\r\n max_capacity_ratio_limit_state: \"Deflection (15.3mm)\",\r\n },\r\n },\r\n \"BeamResults.TestValueChecksum\": 0,\r\n BeamPointLoadPeakCalcs: [\r\n {\r\n BeamName: \"R1,\",\r\n BeamType: \"Rafter\",\r\n Length: 3811,\r\n Column: \"H\",\r\n PointLoads: [\r\n {\r\n Name: \"P3\",\r\n Location: 1289,\r\n },\r\n {\r\n Name: \"P4\",\r\n Location: 2585,\r\n },\r\n ],\r\n },\r\n {\r\n BeamName: \"R2,\",\r\n BeamType: \"Rafter\",\r\n Length: 3811,\r\n Column: \"I\",\r\n PointLoads: [\r\n {\r\n Name: \"P1\",\r\n Location: 1289,\r\n },\r\n {\r\n Name: \"P3\",\r\n Location: 1289,\r\n },\r\n {\r\n Name: \"P2\",\r\n Location: 2585,\r\n },\r\n {\r\n Name: \"P4\",\r\n Location: 2585,\r\n },\r\n ],\r\n },\r\n {\r\n BeamName: \"R3,\",\r\n BeamType: \"Rafter\",\r\n Length: 3811,\r\n Column: \"J\",\r\n PointLoads: [\r\n {\r\n Name: \"P1\",\r\n Location: 1289,\r\n },\r\n {\r\n Name: \"P5\",\r\n Location: 1289,\r\n },\r\n {\r\n Name: \"P2\",\r\n Location: 2585,\r\n },\r\n {\r\n Name: \"P6\",\r\n Location: 2585,\r\n },\r\n ],\r\n },\r\n {\r\n BeamName: \"R4,\",\r\n BeamType: \"Rafter\",\r\n Length: 3811,\r\n Column: \"K\",\r\n PointLoads: [\r\n {\r\n Name: \"P5\",\r\n Location: 1289,\r\n },\r\n {\r\n Name: \"P6\",\r\n Location: 2585,\r\n },\r\n ],\r\n },\r\n {\r\n BeamName: \"FB1b,\",\r\n BeamType: \"Fascia Beam\",\r\n Length: 3310,\r\n Column: \"M\",\r\n PointLoads: [\r\n {\r\n Name: \"R2\",\r\n Location: 996,\r\n },\r\n {\r\n Name: \"R3\",\r\n Location: 2313,\r\n },\r\n ],\r\n },\r\n {\r\n BeamName: \"FB2a,\",\r\n BeamType: \"Fascia Beam\",\r\n Length: 1344.17,\r\n Column: \"O\",\r\n PointLoads: [\r\n {\r\n Name: \"R4\",\r\n Location: 25,\r\n },\r\n {\r\n Name: \"R3\",\r\n Location: 1341,\r\n },\r\n ],\r\n },\r\n {\r\n BeamName: \"FB2c,\",\r\n BeamType: \"Fascia Beam\",\r\n Length: 1344.17,\r\n Column: \"Q\",\r\n PointLoads: [\r\n {\r\n Name: \"R2\",\r\n Location: 2,\r\n },\r\n {\r\n Name: \"R1\",\r\n Location: 1319,\r\n },\r\n ],\r\n },\r\n ],\r\n ProcessedLoadData: {\r\n Beams: {\r\n FB1: {\r\n Name: \"FB1\",\r\n AreaIndex: 0,\r\n BeamType: \"FL20020\",\r\n Length: 4000,\r\n PointLoadData: {\r\n R1: {\r\n Name: \"R1\",\r\n End: 1,\r\n Side: 0,\r\n Location: 25,\r\n Bracket: \"\",\r\n },\r\n R2: {\r\n Name: \"R2\",\r\n End: 1,\r\n Side: 0,\r\n Location: 1341.67,\r\n Bracket: \"FLUB\",\r\n },\r\n R3: {\r\n Name: \"R3\",\r\n End: 1,\r\n Side: 0,\r\n Location: 2658.33,\r\n Bracket: \"FLUB\",\r\n },\r\n R4: {\r\n Name: \"R4\",\r\n End: 1,\r\n Side: 0,\r\n Location: 3975,\r\n Bracket: \"\",\r\n },\r\n },\r\n NumPointLoads: 4,\r\n SupportData: {\r\n C1: {\r\n Name: \"C1\",\r\n End: 1,\r\n Side: 0,\r\n Location: 345,\r\n Bracket: \"HCC\",\r\n },\r\n C2: {\r\n Name: \"C2\",\r\n End: 2,\r\n Side: 0,\r\n Location: 3655,\r\n Bracket: \"HCC\",\r\n },\r\n },\r\n NumSupports: 2,\r\n ExtraData: {\r\n END_STATE_1: \"End Cap\",\r\n END_STATE_2: \"End Cap\",\r\n FA_1: \"0.00\",\r\n FA_2: \"0.00\",\r\n X: \"00\",\r\n PARENT_LEN: \"4000\",\r\n 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0,\r\n Location: 3857.18,\r\n Bracket: \"FLUB\",\r\n },\r\n },\r\n NumSupports: 2,\r\n ExtraData: {\r\n END_STATE_1: \"To Beam\",\r\n END_STATE_2: \"To Beam\",\r\n FA_1: \"0.00\",\r\n FA_2: \"-0.00\",\r\n X: \"2658\",\r\n PARENT_LEN: \"3940\",\r\n },\r\n },\r\n P5: {\r\n Name: \"P5\",\r\n AreaIndex: 0,\r\n BeamType: \"FL20020\",\r\n Length: 1257,\r\n PointLoadData: {},\r\n NumPointLoads: 0,\r\n SupportData: {\r\n R3: {\r\n Name: \"R3\",\r\n End: 1,\r\n Side: 0,\r\n Location: 0,\r\n Bracket: \"FLUB\",\r\n },\r\n R4: {\r\n Name: \"R4\",\r\n End: 2,\r\n Side: 0,\r\n Location: 1266.67,\r\n Bracket: \"FLUB\",\r\n },\r\n },\r\n NumSupports: 2,\r\n ExtraData: {\r\n END_STATE_1: \"To Beam\",\r\n END_STATE_2: \"To Beam\",\r\n FA_1: \"0.00\",\r\n FA_2: \"-0.00\",\r\n X: \"2683\",\r\n PARENT_LEN: \"1292\",\r\n },\r\n },\r\n P6: {\r\n Name: \"P6\",\r\n AreaIndex: 0,\r\n BeamType: \"FL20020\",\r\n Length: 1257,\r\n PointLoadData: {},\r\n NumPointLoads: 0,\r\n SupportData: {\r\n R3: {\r\n Name: \"R3\",\r\n End: 1,\r\n Side: 0,\r\n Location: 0,\r\n Bracket: \"FLUB\",\r\n },\r\n R4: {\r\n Name: \"R4\",\r\n End: 2,\r\n Side: 0,\r\n Location: 1266.67,\r\n Bracket: \"FLUB\",\r\n },\r\n },\r\n NumSupports: 2,\r\n ExtraData: {\r\n END_STATE_1: \"To Beam\",\r\n END_STATE_2: \"To Beam\",\r\n FA_1: \"0.00\",\r\n FA_2: \"-0.00\",\r\n X: \"2683\",\r\n PARENT_LEN: \"1292\",\r\n },\r\n },\r\n R4: {\r\n Name: \"R4\",\r\n AreaIndex: 0,\r\n BeamType: \"FL20020\",\r\n Length: 3811,\r\n PointLoadData: {\r\n P5: {\r\n Name: \"P5\",\r\n End: 2,\r\n Side: 0,\r\n Location: 1289.07,\r\n Bracket: \"FLUB\",\r\n },\r\n P6: {\r\n Name: \"P6\",\r\n End: 2,\r\n Side: 0,\r\n Location: 2585.67,\r\n Bracket: \"FLUB\",\r\n },\r\n },\r\n NumPointLoads: 2,\r\n SupportData: {\r\n FB1: {\r\n Name: \"FB1\",\r\n End: 1,\r\n Side: 0,\r\n Location: 0,\r\n Bracket: \"\",\r\n },\r\n FB2: {\r\n Name: \"FB2\",\r\n End: 2,\r\n Side: 0,\r\n Location: 3857.18,\r\n Bracket: \"\",\r\n },\r\n },\r\n NumSupports: 2,\r\n ExtraData: {\r\n END_STATE_1: \"To Beam\",\r\n END_STATE_2: \"To Beam\",\r\n FA_1: \"0.00\",\r\n FA_2: \"-0.00\",\r\n X: \"3975\",\r\n PARENT_LEN: \"3940\",\r\n },\r\n },\r\n },\r\n Cols: {\r\n C1: {\r\n Name: \"C1\",\r\n AreaIndex: 0,\r\n ColumnType: \"SHS 90mm x 2mm\",\r\n Height: 2523,\r\n TopBracket: \"\",\r\n GroundConnection: \"Concrete In\",\r\n Embedment: 500,\r\n ExternalConnector: \"0\",\r\n BaseConnector: \"\",\r\n },\r\n C2: {\r\n Name: \"C2\",\r\n AreaIndex: 0,\r\n ColumnType: \"SHS 90mm x 2mm\",\r\n Height: 2523,\r\n TopBracket: \"\",\r\n GroundConnection: \"Concrete In\",\r\n Embedment: 500,\r\n ExternalConnector: \"0\",\r\n BaseConnector: \"\",\r\n },\r\n },\r\n },\r\n },\r\n CANL00034: {\r\n AttachmentBracketResults: {},\r\n MaxResultOverAll: 0.580871848579363,\r\n BeamResults: {\r\n \"P2,\": \"0.15419115007459=Bending Moment\",\r\n \"R1,\": \"0.323930880858296=Bending Moment\",\r\n \"FB2b,\": \"0.353189789182392=Bending Moment\",\r\n \"P1,P2,\": \"0.15419115007459=Bending Moment\",\r\n \"P6,\": \"0.15419115007459=Bending Moment\",\r\n \"R2,\": \"0.580871848579363=Bending Moment\",\r\n \"P3,\": \"0.15419115007459=Bending Moment\",\r\n \"R3,\": \"0.580871848579363=Bending Moment\",\r\n \"FB2a,\": \"0.159907827374544=Vertical Shear\",\r\n \"P5,\": \"0.15419115007459=Bending Moment\",\r\n \"P5,P6,\": \"0.15419115007459=Bending Moment\",\r\n \"FB1,\": \"0.362151960767942=Bending Moment\",\r\n \"FB2,\": \"0.353189789182392=Bending Moment\",\r\n \"P4,\": \"0.15419115007459=Bending Moment\",\r\n \",\": \"0.580871848579363=Bending Moment\",\r\n \"FB1d,\": \"0.159808960860944=Vertical Shear\",\r\n \"FB1c,\": \"0.362151960767942=Bending Moment\",\r\n \"P1,\": \"0.15419115007459=Bending Moment\",\r\n \"R4,\": \"0.323930880858296=Bending Moment\",\r\n \"FB1a,\": \"0.159808960860944=Vertical Shear\",\r\n \"FB1b,\": \"0.362151960767942=Bending Moment\",\r\n \"P3,P4,\": \"0.15419115007459=Bending Moment\",\r\n \"FB2d,\": \"0.159907827374544=Vertical Shear\",\r\n \"FB2c,\": \"0.353189789182392=Bending Moment\",\r\n },\r\n BeamResultsDetailed: {},\r\n ColumnResults: {\r\n C6: \"0.328=Deflection (16.4mm)\",\r\n C2: \"0.254=Deflection (12.7mm)\",\r\n C1: \"0.254=Deflection (12.7mm)\",\r\n C3: \"0.254=Deflection (12.7mm)\",\r\n C4: \"0.328=Deflection (16.4mm)\",\r\n C5: \"0.328=Deflection (16.4mm)\",\r\n },\r\n AttachmentBracketResultsDetailed: {},\r\n Errors: {\r\n max_beam_column_exceeded: false,\r\n max_col_column_exceeded: false,\r\n },\r\n BeamAttachmentBracketResults: {},\r\n maxResultOverAllText: \"\",\r\n AreaMaxResults: {\r\n 0: {\r\n MaxResult: 0.580871848579363,\r\n PurlinMax: 0.15419115007459,\r\n FasciaMax: 0.362151960767942,\r\n NumRafters: 4,\r\n NumColumns: 6,\r\n AttachmentBracketsMaxText: \"\",\r\n MaxResultText: \"\",\r\n NumPurlins: 9,\r\n ColumnsMax: 0.327895492356321,\r\n RATRETSTR: \"-1.0000000,-1.0000000,-1.0000000,-1.0000000,-1.0000000,Type 4\",\r\n ColumnsMaxText: \"Limiting Member 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0.25410907551958,\r\n max_capacity_ratio_limit_state: \"Deflection (12.7mm)\",\r\n },\r\n C1: {\r\n ref: \"C1\",\r\n area: 0,\r\n type: \"Column\",\r\n member_size: \"90x90x2.0\",\r\n embedment: 500,\r\n height: 2445,\r\n total_compression_kn: 5.46815500189287,\r\n total_tension_kn: -3.24551613309246,\r\n max_strength: 0.0952916602408488,\r\n max_deflection_mm: 50,\r\n max_deflection: 0.25410907551958,\r\n max_capacity_ratio: 0.25410907551958,\r\n max_capacity_ratio_limit_state: \"Deflection (12.7mm)\",\r\n },\r\n C3: {\r\n ref: \"C3\",\r\n area: 0,\r\n type: \"Column\",\r\n member_size: \"90x90x2.0\",\r\n embedment: 500,\r\n height: 2445,\r\n total_compression_kn: 5.46815500189287,\r\n total_tension_kn: -3.24551613309246,\r\n max_strength: 0.0952916602408488,\r\n max_deflection_mm: 50,\r\n max_deflection: 0.25410907551958,\r\n max_capacity_ratio: 0.25410907551958,\r\n max_capacity_ratio_limit_state: \"Deflection (12.7mm)\",\r\n },\r\n C4: {\r\n ref: \"C4\",\r\n area: 0,\r\n type: \"Column\",\r\n member_size: \"90x90x2.0\",\r\n embedment: 500,\r\n height: 2655,\r\n total_compression_kn: 5.32323855442386,\r\n total_tension_kn: -3.15950381850952,\r\n max_strength: 0.0931432122845014,\r\n max_deflection_mm: 50,\r\n max_deflection: 0.327895492356321,\r\n max_capacity_ratio: 0.327895492356321,\r\n max_capacity_ratio_limit_state: \"Deflection (16.4mm)\",\r\n },\r\n C5: {\r\n ref: \"C5\",\r\n area: 0,\r\n type: \"Column\",\r\n member_size: \"90x90x2.0\",\r\n embedment: 500,\r\n height: 2655,\r\n total_compression_kn: 7.87732288969371,\r\n total_tension_kn: -4.67543047247737,\r\n max_strength: 0.141948405847352,\r\n max_deflection_mm: 50,\r\n max_deflection: 0.327895492356321,\r\n max_capacity_ratio: 0.327895492356321,\r\n max_capacity_ratio_limit_state: \"Deflection (16.4mm)\",\r\n },\r\n },\r\n \"BeamResults.TestValueChecksum\": 0,\r\n BeamPointLoadPeakCalcs: [\r\n {\r\n BeamName: \"R1,\",\r\n BeamType: \"Rafter\",\r\n Length: 5886,\r\n Column: \"H\",\r\n PointLoads: [\r\n {\r\n Name: \"P3\",\r\n Location: 1966,\r\n },\r\n {\r\n Name: \"P4\",\r\n Location: 3951,\r\n },\r\n ],\r\n },\r\n {\r\n BeamName: \"R2,\",\r\n BeamType: \"Rafter\",\r\n Length: 5886,\r\n Column: \"I\",\r\n PointLoads: [\r\n {\r\n Name: \"P1\",\r\n Location: 1966,\r\n },\r\n {\r\n Name: \"P3\",\r\n Location: 1966,\r\n },\r\n {\r\n Name: \"P2\",\r\n Location: 3951,\r\n },\r\n {\r\n Name: \"P4\",\r\n Location: 3951,\r\n },\r\n ],\r\n },\r\n {\r\n BeamName: \"R3,\",\r\n BeamType: \"Rafter\",\r\n Length: 5886,\r\n Column: \"J\",\r\n PointLoads: [\r\n {\r\n Name: \"P1\",\r\n Location: 1966,\r\n },\r\n {\r\n Name: \"P5\",\r\n Location: 1966,\r\n },\r\n {\r\n Name: \"P2\",\r\n Location: 3951,\r\n },\r\n {\r\n Name: \"P6\",\r\n Location: 3951,\r\n },\r\n ],\r\n },\r\n {\r\n BeamName: \"R4,\",\r\n BeamType: \"Rafter\",\r\n Length: 5886,\r\n Column: \"K\",\r\n PointLoads: [\r\n {\r\n Name: \"P5\",\r\n Location: 1966,\r\n },\r\n {\r\n Name: \"P6\",\r\n Location: 3951,\r\n },\r\n ],\r\n },\r\n ],\r\n ProcessedLoadData: {\r\n Beams: {\r\n P1: {\r\n Name: \"P1\",\r\n AreaIndex: 0,\r\n BeamType: \"FL15015\",\r\n Length: 3257,\r\n PointLoadData: {},\r\n NumPointLoads: 0,\r\n SupportData: {\r\n R2: {\r\n Name: \"R2\",\r\n End: 1,\r\n Side: 0,\r\n Location: 0,\r\n Bracket: \"FLUB\",\r\n },\r\n R3: {\r\n Name: \"R3\",\r\n End: 2,\r\n Side: 0,\r\n Location: 3266.67,\r\n Bracket: \"FLUB\",\r\n },\r\n },\r\n NumSupports: 2,\r\n ExtraData: {\r\n END_STATE_1: \"To Beam\",\r\n END_STATE_2: \"To Beam\",\r\n FA_1: \"0.00\",\r\n FA_2: \"0.00\",\r\n X: \"3367\",\r\n PARENT_LEN: \"3267\",\r\n },\r\n },\r\n P2: {\r\n Name: \"P2\",\r\n AreaIndex: 0,\r\n BeamType: \"FL15015\",\r\n Length: 3257,\r\n PointLoadData: {},\r\n NumPointLoads: 0,\r\n SupportData: {\r\n R2: {\r\n Name: \"R2\",\r\n End: 1,\r\n Side: 0,\r\n Location: 0,\r\n Bracket: \"FLUB\",\r\n },\r\n R3: {\r\n Name: \"R3\",\r\n End: 2,\r\n Side: 0,\r\n Location: 3266.67,\r\n Bracket: \"FLUB\",\r\n },\r\n },\r\n NumSupports: 2,\r\n ExtraData: {\r\n END_STATE_1: \"To Beam\",\r\n END_STATE_2: \"To Beam\",\r\n FA_1: \"0.00\",\r\n FA_2: \"0.00\",\r\n X: \"3367\",\r\n PARENT_LEN: \"3267\",\r\n },\r\n },\r\n R1: {\r\n Name: \"R1\",\r\n AreaIndex: 0,\r\n BeamType: \"FL20020\",\r\n Length: 5886,\r\n PointLoadData: {\r\n P3: {\r\n Name: \"P3\",\r\n End: 1,\r\n Side: 0,\r\n Location: 1966.52,\r\n Bracket: \"FLUB\",\r\n },\r\n P4: {\r\n Name: \"P4\",\r\n End: 1,\r\n Side: 0,\r\n Location: 3951.06,\r\n Bracket: \"FLUB\",\r\n },\r\n },\r\n NumPointLoads: 2,\r\n SupportData: {\r\n FB1: {\r\n Name: \"FB1\",\r\n End: 1,\r\n Side: 0,\r\n Location: 0,\r\n Bracket: \"\",\r\n },\r\n FB2: {\r\n Name: \"FB2\",\r\n End: 2,\r\n Side: 0,\r\n Location: 5910.58,\r\n Bracket: \"\",\r\n },\r\n },\r\n NumSupports: 2,\r\n ExtraData: {\r\n END_STATE_1: \"To Beam\",\r\n END_STATE_2: \"To Beam\",\r\n FA_1: \"0.00\",\r\n FA_2: \"-0.00\",\r\n X: \"25\",\r\n PARENT_LEN: \"6004\",\r\n },\r\n },\r\n P3: {\r\n Name: \"P3\",\r\n AreaIndex: 0,\r\n BeamType: \"FL15015\",\r\n Length: 3257,\r\n PointLoadData: {},\r\n NumPointLoads: 0,\r\n SupportData: {\r\n R1: {\r\n Name: \"R1\",\r\n End: 1,\r\n Side: 0,\r\n Location: 0,\r\n Bracket: \"FLUB\",\r\n },\r\n R2: {\r\n Name: \"R2\",\r\n End: 2,\r\n Side: 0,\r\n Location: 3266.67,\r\n Bracket: \"FLUB\",\r\n },\r\n },\r\n NumSupports: 2,\r\n ExtraData: {\r\n END_STATE_1: \"To Beam\",\r\n END_STATE_2: \"To Beam\",\r\n FA_1: \"0.00\",\r\n FA_2: \"0.00\",\r\n X: \"25\",\r\n PARENT_LEN: \"3292\",\r\n },\r\n },\r\n P4: {\r\n Name: \"P4\",\r\n AreaIndex: 0,\r\n BeamType: \"FL15015\",\r\n Length: 3257,\r\n PointLoadData: {},\r\n NumPointLoads: 0,\r\n SupportData: {\r\n R1: {\r\n Name: \"R1\",\r\n End: 1,\r\n Side: 0,\r\n Location: 0,\r\n Bracket: \"FLUB\",\r\n },\r\n R2: {\r\n Name: \"R2\",\r\n End: 2,\r\n Side: 0,\r\n Location: 3266.67,\r\n Bracket: \"FLUB\",\r\n },\r\n },\r\n NumSupports: 2,\r\n ExtraData: {\r\n END_STATE_1: \"To Beam\",\r\n END_STATE_2: \"To Beam\",\r\n FA_1: \"0.00\",\r\n FA_2: \"0.00\",\r\n X: \"25\",\r\n PARENT_LEN: \"3292\",\r\n },\r\n },\r\n R2: {\r\n Name: \"R2\",\r\n AreaIndex: 0,\r\n BeamType: \"FL20020\",\r\n Length: 5886,\r\n PointLoadData: {\r\n P1: {\r\n Name: \"P1\",\r\n End: 1,\r\n Side: 0,\r\n Location: 1966.52,\r\n Bracket: \"FLUB\",\r\n },\r\n P3: {\r\n Name: \"P3\",\r\n End: 2,\r\n Side: 0,\r\n Location: 1966.52,\r\n Bracket: \"FLUB\",\r\n },\r\n P2: {\r\n Name: \"P2\",\r\n End: 1,\r\n Side: 0,\r\n Location: 3951.06,\r\n Bracket: \"FLUB\",\r\n },\r\n P4: {\r\n Name: \"P4\",\r\n End: 2,\r\n Side: 0,\r\n Location: 3951.06,\r\n Bracket: \"FLUB\",\r\n },\r\n },\r\n NumPointLoads: 4,\r\n SupportData: {\r\n FB1: {\r\n Name: \"FB1\",\r\n End: 1,\r\n Side: 0,\r\n Location: 0,\r\n Bracket: \"FLUB\",\r\n },\r\n FB2: {\r\n Name: \"FB2\",\r\n End: 2,\r\n Side: 0,\r\n Location: 5910.58,\r\n Bracket: \"FLUB\",\r\n },\r\n },\r\n NumSupports: 2,\r\n ExtraData: {\r\n END_STATE_1: \"To Beam\",\r\n END_STATE_2: \"To Beam\",\r\n FA_1: \"0.00\",\r\n FA_2: \"-0.00\",\r\n X: \"3342\",\r\n PARENT_LEN: \"6004\",\r\n },\r\n },\r\n R3: {\r\n Name: \"R3\",\r\n AreaIndex: 0,\r\n BeamType: \"FL20020\",\r\n Length: 5886,\r\n PointLoadData: {\r\n P1: {\r\n Name: \"P1\",\r\n End: 2,\r\n Side: 0,\r\n Location: 1966.52,\r\n Bracket: \"FLUB\",\r\n },\r\n P5: {\r\n Name: \"P5\",\r\n End: 1,\r\n Side: 0,\r\n Location: 1966.52,\r\n Bracket: \"FLUB\",\r\n },\r\n P2: {\r\n Name: \"P2\",\r\n End: 2,\r\n Side: 0,\r\n Location: 3951.06,\r\n Bracket: \"FLUB\",\r\n },\r\n P6: {\r\n Name: \"P6\",\r\n End: 1,\r\n Side: 0,\r\n Location: 3951.06,\r\n Bracket: \"FLUB\",\r\n },\r\n },\r\n NumPointLoads: 4,\r\n SupportData: {\r\n FB1: {\r\n Name: \"FB1\",\r\n End: 1,\r\n Side: 0,\r\n Location: 0,\r\n Bracket: \"FLUB\",\r\n },\r\n FB2: {\r\n Name: \"FB2\",\r\n End: 2,\r\n Side: 0,\r\n Location: 5910.58,\r\n Bracket: \"FLUB\",\r\n },\r\n },\r\n NumSupports: 2,\r\n ExtraData: {\r\n END_STATE_1: \"To Beam\",\r\n END_STATE_2: \"To Beam\",\r\n FA_1: \"0.00\",\r\n FA_2: \"-0.00\",\r\n X: \"6658\",\r\n PARENT_LEN: \"6004\",\r\n },\r\n },\r\n P5: {\r\n Name: \"P5\",\r\n AreaIndex: 0,\r\n BeamType: \"FL15015\",\r\n Length: 3257,\r\n PointLoadData: {},\r\n NumPointLoads: 0,\r\n SupportData: {\r\n R3: {\r\n Name: \"R3\",\r\n End: 1,\r\n Side: 0,\r\n Location: 0,\r\n Bracket: \"FLUB\",\r\n },\r\n R4: {\r\n Name: \"R4\",\r\n End: 2,\r\n Side: 0,\r\n Location: 3266.67,\r\n Bracket: \"FLUB\",\r\n },\r\n },\r\n NumSupports: 2,\r\n ExtraData: {\r\n END_STATE_1: \"To Beam\",\r\n END_STATE_2: \"To Beam\",\r\n FA_1: \"0.00\",\r\n FA_2: \"-0.00\",\r\n X: \"6683\",\r\n PARENT_LEN: \"3292\",\r\n },\r\n },\r\n P6: {\r\n Name: \"P6\",\r\n AreaIndex: 0,\r\n BeamType: \"FL15015\",\r\n Length: 3257,\r\n PointLoadData: {},\r\n NumPointLoads: 0,\r\n SupportData: {\r\n R3: {\r\n Name: \"R3\",\r\n End: 1,\r\n Side: 0,\r\n Location: 0,\r\n Bracket: \"FLUB\",\r\n },\r\n R4: {\r\n Name: \"R4\",\r\n End: 2,\r\n Side: 0,\r\n Location: 3266.67,\r\n Bracket: \"FLUB\",\r\n },\r\n },\r\n NumSupports: 2,\r\n ExtraData: {\r\n END_STATE_1: \"To Beam\",\r\n END_STATE_2: \"To Beam\",\r\n FA_1: \"0.00\",\r\n FA_2: \"-0.00\",\r\n X: \"6683\",\r\n PARENT_LEN: \"3292\",\r\n },\r\n },\r\n R4: {\r\n Name: \"R4\",\r\n AreaIndex: 0,\r\n BeamType: \"FL20020\",\r\n Length: 5886,\r\n PointLoadData: {\r\n P5: {\r\n Name: \"P5\",\r\n End: 2,\r\n Side: 0,\r\n Location: 1966.52,\r\n Bracket: \"FLUB\",\r\n },\r\n P6: {\r\n Name: \"P6\",\r\n End: 2,\r\n Side: 0,\r\n Location: 3951.06,\r\n Bracket: \"FLUB\",\r\n },\r\n },\r\n NumPointLoads: 2,\r\n SupportData: {\r\n FB1: {\r\n Name: \"FB1\",\r\n End: 1,\r\n Side: 0,\r\n Location: 0,\r\n Bracket: \"\",\r\n },\r\n FB2: {\r\n Name: \"FB2\",\r\n End: 2,\r\n Side: 0,\r\n Location: 5910.58,\r\n Bracket: \"\",\r\n },\r\n },\r\n NumSupports: 2,\r\n ExtraData: {\r\n END_STATE_1: \"To Beam\",\r\n END_STATE_2: \"To Beam\",\r\n FA_1: \"0.00\",\r\n FA_2: \"-0.00\",\r\n X: \"9975\",\r\n PARENT_LEN: \"6004\",\r\n },\r\n },\r\n FB1: {\r\n Name: \"FB1\",\r\n AreaIndex: 0,\r\n BeamType: \"FL20020\",\r\n Length: 10000,\r\n PointLoadData: {\r\n R1: {\r\n Name: \"R1\",\r\n End: 1,\r\n Side: 0,\r\n Location: 25,\r\n Bracket: \"\",\r\n },\r\n R2: {\r\n Name: \"R2\",\r\n End: 1,\r\n Side: 0,\r\n Location: 3341.67,\r\n Bracket: \"FLUB\",\r\n },\r\n R3: {\r\n Name: \"R3\",\r\n End: 1,\r\n Side: 0,\r\n Location: 6658.33,\r\n Bracket: \"FLUB\",\r\n },\r\n R4: {\r\n Name: \"R4\",\r\n End: 1,\r\n Side: 0,\r\n Location: 9975,\r\n Bracket: \"\",\r\n },\r\n },\r\n NumPointLoads: 4,\r\n SupportData: {\r\n C1: {\r\n Name: \"C1\",\r\n End: 1,\r\n Side: 0,\r\n Location: 245,\r\n Bracket: \"HCC\",\r\n },\r\n C2: {\r\n Name: \"C2\",\r\n End: 2,\r\n Side: 0,\r\n Location: 5000,\r\n Bracket: \"HCC\",\r\n },\r\n C3: {\r\n Name: \"C3\",\r\n End: 2,\r\n Side: 0,\r\n Location: 9755,\r\n Bracket: \"HCC\",\r\n },\r\n },\r\n NumSupports: 3,\r\n ExtraData: {\r\n END_STATE_1: \"End Cap\",\r\n END_STATE_2: \"End Cap\",\r\n FA_1: \"0.00\",\r\n FA_2: \"0.00\",\r\n X: \"00\",\r\n PARENT_LEN: \"10000\",\r\n },\r\n },\r\n FB2: {\r\n Name: \"FB2\",\r\n AreaIndex: 0,\r\n BeamType: \"FL20020\",\r\n Length: 10000,\r\n PointLoadData: {\r\n R4: {\r\n Name: \"R4\",\r\n End: 2,\r\n Side: 0,\r\n Location: 25,\r\n Bracket: \"\",\r\n },\r\n R3: {\r\n Name: \"R3\",\r\n End: 2,\r\n Side: 0,\r\n Location: 3341.67,\r\n Bracket: \"FLUB\",\r\n },\r\n R2: {\r\n Name: \"R2\",\r\n End: 2,\r\n Side: 0,\r\n Location: 6658.33,\r\n Bracket: \"FLUB\",\r\n },\r\n R1: {\r\n Name: \"R1\",\r\n End: 2,\r\n Side: 0,\r\n Location: 9975,\r\n Bracket: \"\",\r\n },\r\n },\r\n NumPointLoads: 4,\r\n SupportData: {\r\n C4: {\r\n Name: \"C4\",\r\n End: 1,\r\n Side: 0,\r\n Location: 245,\r\n Bracket: \"HCC\",\r\n },\r\n C5: {\r\n Name: \"C5\",\r\n End: 2,\r\n Side: 0,\r\n Location: 5000,\r\n Bracket: \"HCC\",\r\n },\r\n C6: {\r\n Name: \"C6\",\r\n End: 2,\r\n Side: 0,\r\n Location: 9755,\r\n Bracket: \"HCC\",\r\n },\r\n },\r\n NumSupports: 3,\r\n ExtraData: {\r\n END_STATE_1: \"End Cap\",\r\n END_STATE_2: \"End Cap\",\r\n FA_1: \"0.00\",\r\n FA_2: \"0.00\",\r\n X: \"10000\",\r\n PARENT_LEN: \"10000\",\r\n },\r\n },\r\n },\r\n Cols: {\r\n C1: {\r\n Name: \"C1\",\r\n AreaIndex: 0,\r\n ColumnType: \"SHS 90mm x 2mm\",\r\n Height: 2445,\r\n TopBracket: \"\",\r\n GroundConnection: \"Concrete In\",\r\n Embedment: 500,\r\n ExternalConnector: \"1\",\r\n BaseConnector: \"\",\r\n },\r\n C2: {\r\n Name: \"C2\",\r\n AreaIndex: 0,\r\n ColumnType: \"SHS 90mm x 2mm\",\r\n Height: 2445,\r\n TopBracket: \"\",\r\n GroundConnection: \"Concrete In\",\r\n Embedment: 500,\r\n ExternalConnector: \"1\",\r\n BaseConnector: \"\",\r\n },\r\n C3: {\r\n Name: \"C3\",\r\n AreaIndex: 0,\r\n ColumnType: \"SHS 90mm x 2mm\",\r\n Height: 2445,\r\n TopBracket: \"\",\r\n GroundConnection: \"Concrete In\",\r\n Embedment: 500,\r\n ExternalConnector: \"1\",\r\n BaseConnector: \"\",\r\n },\r\n C4: {\r\n Name: \"C4\",\r\n AreaIndex: 0,\r\n ColumnType: \"SHS 90mm x 2mm\",\r\n Height: 2655,\r\n TopBracket: \"\",\r\n GroundConnection: \"Concrete In\",\r\n Embedment: 500,\r\n ExternalConnector: \"1\",\r\n BaseConnector: \"\",\r\n },\r\n C5: {\r\n Name: \"C5\",\r\n AreaIndex: 0,\r\n ColumnType: \"SHS 90mm x 2mm\",\r\n Height: 2655,\r\n TopBracket: \"\",\r\n GroundConnection: \"Concrete In\",\r\n Embedment: 500,\r\n ExternalConnector: \"1\",\r\n BaseConnector: \"\",\r\n },\r\n C6: {\r\n Name: \"C6\",\r\n AreaIndex: 0,\r\n ColumnType: \"SHS 90mm x 2mm\",\r\n Height: 2655,\r\n TopBracket: \"\",\r\n GroundConnection: \"Concrete In\",\r\n Embedment: 500,\r\n ExternalConnector: \"1\",\r\n BaseConnector: \"\",\r\n },\r\n },\r\n },\r\n },\r\n COFL00234: {\r\n AttachmentBracketResults: {\r\n UCF_1: \"1.569=Uplift\",\r\n UCF_3: \"0.284=Uplift\",\r\n UCF_2: \"0.485=Uplift\",\r\n UCF_5: \"0.284=Uplift\",\r\n UCF_4: \"2.337=Uplift\",\r\n UCF_7: \"1.569=Uplift\",\r\n UCF_6: \"0.485=Uplift\",\r\n },\r\n MaxResultOverAll: 3.69945281022885,\r\n BeamResults: {\r\n \"EB2f,\": \"1.19606927263525=Vertical Shear\",\r\n \"P12,\": \"0.454368072162197=Vertical Shear\",\r\n \"PR2,PR3,\": \"2.76110375835281=Bending Moment\",\r\n \"P2,\": \"0.245185728055267=Vertical Shear\",\r\n \"EB2b,EB2c,EB2e,\": \"0.108190500084291=Vertical Shear\",\r\n \"P3,\": \"0.245185728055267=Vertical Shear\",\r\n \"EB2d,\": \"1.67273295922724=Vertical Shear\",\r\n \"P9,\": \"0.0119346210324029=Vertical Shear\",\r\n \"EB1b,\": \"3.69945281022885=Bending Moment\",\r\n \"EB1c,\": \"0.378365317488419=Vertical Shear\",\r\n \"PR10,PR4,\": \"1.45110432980191=Bending Moment\",\r\n \",\": \"3.69945281022885=Bending Moment\",\r\n \"EB4,\": \"0.480966477253663=Deflection-W UP (-38.5mm)\",\r\n \"EB3,\": \"0.480966477253663=Deflection-W UP (-38.5mm)\",\r\n \"EB2,\": \"1.67273295922724=Vertical Shear\",\r\n \"EB1,\": \"3.69945281022885=Bending Moment\",\r\n \"EB2a,\": \"1.19606927263525=Vertical Shear\",\r\n \"P5,\": \"0.00644015045548544=Vertical Shear\",\r\n \"P8,\": \"0.00644015045548544=Vertical Shear\",\r\n \"P5,P6,\": \"0.00644015045548544=Vertical Shear\",\r\n \"EB1a,\": \"0.378365317488419=Vertical Shear\",\r\n \"PR7,PR8,\": \"0.182571053636198=Vertical Shear\",\r\n \"PR5,PR6,\": \"0.182571053636198=Vertical Shear\",\r\n \"P13,\": \"0.454368072162197=Vertical Shear\",\r\n \"P10,\": \"0.0119346210324029=Vertical Shear\",\r\n \"P11,\": \"0.454368072162197=Vertical Shear\",\r\n \"P16,\": \"0.0119346210324029=Vertical Shear\",\r\n \"P7,P8,\": \"0.00644015045548544=Vertical Shear\",\r\n \"P14,\": \"0.454368072162197=Vertical Shear\",\r\n \"P15,\": \"0.0119346210324029=Vertical Shear\",\r\n \"P4,\": \"0.245185728055267=Vertical Shear\",\r\n \"P1,P2,\": \"0.245185728055267=Vertical Shear\",\r\n \"P3,P4,\": \"0.245185728055267=Vertical Shear\",\r\n \"PR9,PR1,\": \"1.45110432980191=Bending Moment\",\r\n \"P1,\": \"0.245185728055267=Vertical Shear\",\r\n \"P6,\": \"0.00644015045548544=Vertical Shear\",\r\n \"P7,\": \"0.00644015045548544=Vertical Shear\",\r\n },\r\n BeamResultsDetailed: {},\r\n ColumnResults: {\r\n C1: \"0.622=Deflection (31.1mm)\",\r\n C2: \"0.622=Deflection (31.1mm)\",\r\n },\r\n AttachmentBracketResultsDetailed: {\r\n UCF_1: {\r\n ref: \"UCF_1\",\r\n area: 0,\r\n type: \"UCE\",\r\n max_shear: 0.471190891230922,\r\n max_shear_kn: 3.69884849616274,\r\n max_uplift: 1.56936477810739,\r\n max_uplift_kn: -12.319513508143,\r\n max_area_capacity: 1.50078405742754,\r\n area_m2_roofload: 6.7460243381368,\r\n max_capacity_ratio: 1.56936477810739,\r\n max_capacity_ratio_limit_state: \"Uplift\",\r\n max_input_member: \"EB2f\",\r\n },\r\n UCF_3: {\r\n ref: \"UCF_3\",\r\n area: 0,\r\n type: \"UCE\",\r\n max_shear: 0.0852352765802117,\r\n max_shear_kn: 0.669096921154662,\r\n max_uplift: 0.283887578063707,\r\n max_uplift_kn: -2.2285174878001,\r\n max_area_capacity: 0.277264484716351,\r\n area_m2_roofload: 1.2463038588,\r\n max_capacity_ratio: 0.283887578063707,\r\n max_capacity_ratio_limit_state: \"Uplift\",\r\n max_input_member: \"EB2e\",\r\n },\r\n UCF_2: {\r\n ref: \"UCF_2\",\r\n area: 0,\r\n type: \"UCE\",\r\n max_shear: 0.145654375738533,\r\n max_shear_kn: 1.14338684954749,\r\n max_uplift: 0.485121532091012,\r\n max_uplift_kn: -3.80820402691444,\r\n max_area_capacity: 0.437089387687858,\r\n area_m2_roofload: 1.96471679765692,\r\n max_capacity_ratio: 0.485121532091012,\r\n max_capacity_ratio_limit_state: \"Uplift\",\r\n max_input_member: \"EB2f\",\r\n },\r\n UCF_5: {\r\n ref: \"UCF_5\",\r\n area: 0,\r\n type: \"UCE\",\r\n max_shear: 0.0852431867012484,\r\n max_shear_kn: 0.6691590156048,\r\n max_uplift: 0.283913923788076,\r\n max_uplift_kn: -2.2287243017364,\r\n max_area_capacity: 0.277290215795328,\r\n area_m2_roofload: 1.24641952,\r\n max_capacity_ratio: 0.283913923788076,\r\n max_capacity_ratio_limit_state: \"Uplift\",\r\n max_input_member: \"EB2c\",\r\n },\r\n UCF_4: {\r\n ref: \"UCF_4\",\r\n area: 0,\r\n type: \"UCE\",\r\n max_shear: 0.701593905307995,\r\n max_shear_kn: 5.50751215666776,\r\n max_uplift: 2.33675307400111,\r\n max_uplift_kn: -18.3435116309088,\r\n max_area_capacity: 2.24973402973974,\r\n area_m2_roofload: 10.1125544636801,\r\n max_capacity_ratio: 2.33675307400111,\r\n max_capacity_ratio_limit_state: \"Uplift\",\r\n max_input_member: \"EB2d\",\r\n },\r\n UCF_7: {\r\n ref: \"UCF_7\",\r\n area: 0,\r\n type: \"UCE\",\r\n max_shear: 0.471190891230922,\r\n max_shear_kn: 3.69884849616274,\r\n max_uplift: 1.56936477810739,\r\n max_uplift_kn: -12.319513508143,\r\n max_area_capacity: 1.50078405742754,\r\n area_m2_roofload: 6.7460243381368,\r\n max_capacity_ratio: 1.56936477810739,\r\n max_capacity_ratio_limit_state: \"Uplift\",\r\n max_input_member: \"EB2a\",\r\n },\r\n UCF_6: {\r\n ref: \"UCF_6\",\r\n area: 0,\r\n type: \"UCE\",\r\n max_shear: 0.145654375738533,\r\n max_shear_kn: 1.14338684954749,\r\n max_uplift: 0.485121532091012,\r\n max_uplift_kn: -3.80820402691444,\r\n max_area_capacity: 0.437089387687858,\r\n area_m2_roofload: 1.96471679765692,\r\n max_capacity_ratio: 0.485121532091012,\r\n max_capacity_ratio_limit_state: \"Uplift\",\r\n max_input_member: \"EB2a\",\r\n },\r\n },\r\n Errors: {\r\n max_beam_column_exceeded: false,\r\n max_col_column_exceeded: false,\r\n },\r\n BeamAttachmentBracketResults: {\r\n EB2: {\r\n ref: \"UCF_4\",\r\n area: 0,\r\n type: \"UCE\",\r\n max_shear: 0.701593905307995,\r\n max_shear_kn: 5.50751215666776,\r\n max_uplift: 2.33675307400111,\r\n max_uplift_kn: -18.3435116309088,\r\n max_area_capacity: 2.24973402973974,\r\n area_m2_roofload: 10.1125544636801,\r\n max_capacity_ratio: 2.33675307400111,\r\n max_capacity_ratio_limit_state: \"Uplift\",\r\n max_input_member: \"EB2d\",\r\n },\r\n },\r\n maxResultOverAllText: \"\",\r\n AreaMaxResults: {\r\n 0: {\r\n MaxResult: 3.69945281022885,\r\n PurlinMax: 0.454368072162197,\r\n NumRafters: 5,\r\n NumColumns: 2,\r\n AttachmentBracketsMaxText: \"\",\r\n MaxResultText: \"\",\r\n NumPurlins: 20,\r\n ColumnsMax: 0.62191137447448,\r\n RATRETSTR: \"-1,-1,-1,-1,-1\",\r\n ColumnsMaxText: \"Limiting Member = C1 CR=0.622 - Deflection (31.1mm)\",\r\n RafterMax: 2.76110375835281,\r\n NumFasciaBeams: 0,\r\n EdgeBeamMax: 3.69945281022885,\r\n JoinBeamMax: 0,\r\n OtherMax: 3.69945281022885,\r\n AttachmentBracketsMax: -1,\r\n },\r\n },\r\n ColumnResultsDetailed: {\r\n C1: {\r\n ref: \"C1\",\r\n area: 0,\r\n type: \"Column\",\r\n member_size: \"90x90x2.0\",\r\n embedment: 0,\r\n height: 2550,\r\n total_compression_kn: 9.34142368325488,\r\n total_tension_kn: -31.1128707678982,\r\n max_strength: 0.170351605659285,\r\n max_deflection_mm: 50,\r\n max_deflection: 0.62191137447448,\r\n max_capacity_ratio: 0.62191137447448,\r\n max_capacity_ratio_limit_state: \"Deflection (31.1mm)\",\r\n },\r\n C2: {\r\n ref: \"C2\",\r\n area: 0,\r\n type: \"Column\",\r\n member_size: \"90x90x2.0\",\r\n embedment: 0,\r\n height: 2550,\r\n total_compression_kn: 9.34142368325488,\r\n total_tension_kn: -31.1128707678982,\r\n max_strength: 0.170351605659285,\r\n max_deflection_mm: 50,\r\n max_deflection: 0.62191137447448,\r\n max_capacity_ratio: 0.62191137447448,\r\n max_capacity_ratio_limit_state: \"Deflection (31.1mm)\",\r\n },\r\n },\r\n \"BeamResults.TestValueChecksum\": 0,\r\n BeamPointLoadPeakCalcs: [\r\n {\r\n BeamName: \"PR2,PR3,\",\r\n BeamType: \"Welded Rafter\",\r\n Length: 7582,\r\n Column: \"Q\",\r\n PointLoads: [\r\n {\r\n Name: \"P11\",\r\n Location: 1782,\r\n },\r\n {\r\n Name: \"P13\",\r\n Location: 1782,\r\n },\r\n {\r\n Name: \"P1\",\r\n Location: 3628,\r\n },\r\n {\r\n Name: \"P3\",\r\n Location: 3628,\r\n },\r\n {\r\n Name: \"P2\",\r\n Location: 3959,\r\n },\r\n {\r\n Name: \"P4\",\r\n Location: 3959,\r\n },\r\n {\r\n Name: \"P12\",\r\n Location: 5804,\r\n },\r\n {\r\n Name: \"P14\",\r\n Location: 5804,\r\n },\r\n ],\r\n },\r\n {\r\n BeamName: \"PR5,PR6,\",\r\n BeamType: \"Welded Rafter\",\r\n Length: 7566,\r\n Column: \"R\",\r\n PointLoads: [\r\n {\r\n Name: \"P9\",\r\n Location: 1774,\r\n },\r\n {\r\n Name: \"P5\",\r\n Location: 3620,\r\n },\r\n {\r\n Name: \"P6\",\r\n Location: 3951,\r\n },\r\n {\r\n Name: \"P10\",\r\n Location: 5796,\r\n },\r\n ],\r\n },\r\n {\r\n BeamName: \"PR7,PR8,\",\r\n BeamType: \"Welded Rafter\",\r\n Length: 7566,\r\n Column: \"S\",\r\n PointLoads: [\r\n {\r\n Name: \"P15\",\r\n Location: 1774,\r\n },\r\n {\r\n Name: \"P7\",\r\n Location: 3620,\r\n },\r\n {\r\n Name: \"P8\",\r\n Location: 3951,\r\n },\r\n {\r\n Name: \"P16\",\r\n Location: 5796,\r\n },\r\n ],\r\n },\r\n {\r\n BeamName: \"PR9,PR1,\",\r\n BeamType: \"Welded Rafter\",\r\n Length: 7539,\r\n Column: \"T\",\r\n PointLoads: [\r\n {\r\n Name: \"P9\",\r\n Location: 1739,\r\n },\r\n {\r\n Name: \"P11\",\r\n Location: 1739,\r\n },\r\n {\r\n Name: \"P1\",\r\n Location: 3584,\r\n },\r\n {\r\n Name: \"P5\",\r\n Location: 3584,\r\n },\r\n {\r\n Name: \"P2\",\r\n Location: 3916,\r\n },\r\n {\r\n Name: \"P6\",\r\n Location: 3916,\r\n },\r\n {\r\n Name: \"P10\",\r\n Location: 5761,\r\n },\r\n {\r\n Name: \"P12\",\r\n Location: 5761,\r\n },\r\n ],\r\n },\r\n {\r\n BeamName: \"PR10,PR4,\",\r\n BeamType: \"Welded Rafter\",\r\n Length: 7539,\r\n Column: \"U\",\r\n PointLoads: [\r\n {\r\n Name: \"P13\",\r\n Location: 1739,\r\n },\r\n {\r\n Name: \"P15\",\r\n Location: 1739,\r\n },\r\n {\r\n Name: \"P3\",\r\n Location: 3584,\r\n },\r\n {\r\n Name: \"P7\",\r\n Location: 3584,\r\n },\r\n {\r\n Name: \"P4\",\r\n Location: 3916,\r\n },\r\n {\r\n Name: \"P8\",\r\n Location: 3916,\r\n },\r\n {\r\n Name: \"P14\",\r\n Location: 5761,\r\n },\r\n {\r\n Name: \"P16\",\r\n Location: 5761,\r\n },\r\n ],\r\n },\r\n {\r\n BeamName: \"EB1a,\",\r\n BeamType: \"Edge Beam\",\r\n Length: 155,\r\n Column: \"X\",\r\n PointLoads: [\r\n {\r\n Name: \"PR5\",\r\n Location: 25,\r\n },\r\n {\r\n Name: \"EB3\",\r\n Location: 25,\r\n },\r\n ],\r\n },\r\n {\r\n BeamName: \"EB1c,\",\r\n BeamType: \"Edge Beam\",\r\n Length: 155,\r\n Column: \"Z\",\r\n PointLoads: [\r\n {\r\n Name: \"PR7\",\r\n Location: 130,\r\n },\r\n {\r\n Name: \"EB4\",\r\n Location: 130,\r\n },\r\n ],\r\n },\r\n {\r\n BeamName: \"EB2a,\",\r\n BeamType: \"Edge Beam\",\r\n Length: 1048.33,\r\n Column: \"AA\",\r\n PointLoads: [\r\n {\r\n Name: \"PR8\",\r\n Location: 25,\r\n },\r\n {\r\n Name: \"EB4\",\r\n Location: 25,\r\n },\r\n {\r\n Name: \"PR4\",\r\n Location: 155,\r\n },\r\n ],\r\n },\r\n {\r\n BeamName: \"EB2f,\",\r\n BeamType: \"Edge Beam\",\r\n Length: 1048.33,\r\n Column: \"AD\",\r\n PointLoads: [\r\n {\r\n Name: \"PR1\",\r\n Location: 893,\r\n },\r\n {\r\n Name: \"PR6\",\r\n Location: 1023,\r\n },\r\n {\r\n Name: \"EB3\",\r\n Location: 1023,\r\n },\r\n ],\r\n },\r\n ],\r\n ProcessedLoadData: {\r\n Beams: {\r\n PR1: {\r\n Name: \"PR1\",\r\n AreaIndex: 0,\r\n BeamType: \"FL15015\",\r\n Length: 3791,\r\n PointLoadData: {\r\n P2: {\r\n Name: \"P2\",\r\n End: 1,\r\n Side: 0,\r\n Location: 168.31,\r\n Bracket: \"FLUB\",\r\n },\r\n P6: {\r\n Name: \"P6\",\r\n End: 2,\r\n Side: 0,\r\n Location: 168.31,\r\n Bracket: \"FLUB\",\r\n },\r\n P10: {\r\n Name: \"P10\",\r\n End: 1,\r\n Side: 0,\r\n Location: 2013.41,\r\n Bracket: \"FLUB\",\r\n },\r\n P12: {\r\n Name: \"P12\",\r\n End: 2,\r\n Side: 0,\r\n Location: 2013.41,\r\n Bracket: \"FLUB\",\r\n },\r\n },\r\n NumPointLoads: 4,\r\n SupportData: {\r\n PR9: {\r\n Name: \"PR9\",\r\n End: 1,\r\n Side: 0,\r\n Location: 0,\r\n Bracket: \"APEX15Z\",\r\n },\r\n EB2: {\r\n Name: \"EB2\",\r\n End: 2,\r\n Side: 0,\r\n Location: 3796.39,\r\n Bracket: \"RRC\",\r\n },\r\n },\r\n NumSupports: 2,\r\n ExtraData: {\r\n END_STATE_1: \"Connect\",\r\n END_STATE_2: \"To Beam\",\r\n FA_1: \"0.00\",\r\n FA_2: \"0.00\",\r\n X: \"155\",\r\n PARENT_LEN: \"3796\",\r\n },\r\n },\r\n PR2: {\r\n Name: \"PR2\",\r\n AreaIndex: 0,\r\n BeamType: \"FL15015\",\r\n Length: 3791,\r\n PointLoadData: {\r\n P11: {\r\n Name: \"P11\",\r\n End: 2,\r\n Side: 0,\r\n Location: 1782.97,\r\n Bracket: \"FLUB\",\r\n },\r\n P13: {\r\n Name: \"P13\",\r\n End: 1,\r\n Side: 0,\r\n Location: 1782.97,\r\n Bracket: \"FLUB\",\r\n },\r\n P1: {\r\n Name: \"P1\",\r\n End: 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\"0.00\",\r\n X: \"180\",\r\n PARENT_LEN: \"2675\",\r\n },\r\n },\r\n P12: {\r\n Name: \"P12\",\r\n AreaIndex: 0,\r\n BeamType: \"FL15015\",\r\n Length: 2665,\r\n PointLoadData: {},\r\n NumPointLoads: 0,\r\n SupportData: {\r\n PR3: {\r\n Name: \"PR3\",\r\n End: 1,\r\n Side: 0,\r\n Location: 0,\r\n Bracket: \"FLUB\",\r\n },\r\n PR1: {\r\n Name: \"PR1\",\r\n End: 2,\r\n Side: 0,\r\n Location: 2675,\r\n Bracket: \"FLUB\",\r\n },\r\n },\r\n NumSupports: 2,\r\n ExtraData: {\r\n END_STATE_1: \"To Beam\",\r\n END_STATE_2: \"To Beam\",\r\n FA_1: \"0.00\",\r\n FA_2: \"0.00\",\r\n X: \"2855\",\r\n PARENT_LEN: \"2675\",\r\n },\r\n },\r\n P13: {\r\n Name: \"P13\",\r\n AreaIndex: 0,\r\n BeamType: \"FL15015\",\r\n Length: 2665,\r\n PointLoadData: {},\r\n NumPointLoads: 0,\r\n SupportData: {\r\n PR2: {\r\n Name: \"PR2\",\r\n End: 1,\r\n Side: 0,\r\n Location: 0,\r\n Bracket: \"FLUB\",\r\n },\r\n PR10: {\r\n Name: \"PR10\",\r\n End: 2,\r\n Side: 0,\r\n Location: 2675,\r\n Bracket: \"FLUB\",\r\n },\r\n },\r\n NumSupports: 2,\r\n ExtraData: {\r\n END_STATE_1: \"To Beam\",\r\n END_STATE_2: \"To Beam\",\r\n FA_1: \"0.00\",\r\n FA_2: \"0.00\",\r\n X: \"2905\",\r\n PARENT_LEN: \"2675\",\r\n },\r\n },\r\n P14: {\r\n Name: \"P14\",\r\n AreaIndex: 0,\r\n BeamType: \"FL15015\",\r\n Length: 2665,\r\n PointLoadData: {},\r\n NumPointLoads: 0,\r\n SupportData: {\r\n PR4: {\r\n Name: \"PR4\",\r\n End: 1,\r\n Side: 0,\r\n Location: 0,\r\n Bracket: \"FLUB\",\r\n },\r\n PR3: {\r\n Name: \"PR3\",\r\n End: 2,\r\n Side: 0,\r\n Location: 2675,\r\n Bracket: \"FLUB\",\r\n },\r\n },\r\n NumSupports: 2,\r\n ExtraData: {\r\n END_STATE_1: \"To Beam\",\r\n END_STATE_2: \"To Beam\",\r\n FA_1: \"0.00\",\r\n FA_2: \"0.00\",\r\n X: \"5580\",\r\n PARENT_LEN: \"2675\",\r\n },\r\n },\r\n P15: {\r\n Name: \"P15\",\r\n AreaIndex: 0,\r\n BeamType: \"FL15015\",\r\n Length: 70,\r\n PointLoadData: {},\r\n NumPointLoads: 0,\r\n SupportData: {\r\n PR10: {\r\n Name: \"PR10\",\r\n End: 1,\r\n Side: 0,\r\n Location: 0,\r\n Bracket: \"FLUB\",\r\n },\r\n PR7: {\r\n Name: \"PR7\",\r\n End: 2,\r\n Side: 0,\r\n Location: 80,\r\n Bracket: \"FLUB\",\r\n },\r\n },\r\n NumSupports: 2,\r\n ExtraData: {\r\n END_STATE_1: \"To Beam\",\r\n END_STATE_2: \"To Beam\",\r\n FA_1: \"0.00\",\r\n FA_2: \"0.00\",\r\n X: \"5630\",\r\n PARENT_LEN: \"80\",\r\n },\r\n },\r\n P16: {\r\n Name: \"P16\",\r\n AreaIndex: 0,\r\n BeamType: \"FL15015\",\r\n Length: 70,\r\n PointLoadData: {},\r\n NumPointLoads: 0,\r\n SupportData: {\r\n PR8: {\r\n Name: \"PR8\",\r\n End: 1,\r\n Side: 0,\r\n Location: 0,\r\n Bracket: \"FLUB\",\r\n },\r\n PR4: {\r\n Name: \"PR4\",\r\n End: 2,\r\n Side: 0,\r\n Location: 80,\r\n Bracket: \"FLUB\",\r\n },\r\n },\r\n NumSupports: 2,\r\n ExtraData: {\r\n END_STATE_1: \"To Beam\",\r\n END_STATE_2: \"To Beam\",\r\n FA_1: \"0.00\",\r\n FA_2: \"0.00\",\r\n X: \"5710\",\r\n PARENT_LEN: \"80\",\r\n },\r\n },\r\n PR9: {\r\n Name: \"PR9\",\r\n AreaIndex: 0,\r\n BeamType: \"FL15015\",\r\n Length: 3748,\r\n PointLoadData: {\r\n P9: {\r\n Name: \"P9\",\r\n End: 2,\r\n Side: 0,\r\n Location: 1739.68,\r\n Bracket: \"FLUB\",\r\n },\r\n P11: {\r\n Name: \"P11\",\r\n End: 1,\r\n Side: 0,\r\n Location: 1739.68,\r\n Bracket: \"FLUB\",\r\n },\r\n P1: {\r\n Name: \"P1\",\r\n End: 1,\r\n Side: 0,\r\n Location: 3584.78,\r\n Bracket: \"FLUB\",\r\n },\r\n P5: {\r\n Name: \"P5\",\r\n End: 2,\r\n Side: 0,\r\n Location: 3584.78,\r\n Bracket: \"FLUB\",\r\n },\r\n },\r\n NumPointLoads: 4,\r\n SupportData: {\r\n C1: {\r\n Name: \"C1\",\r\n End: 1,\r\n Side: 0,\r\n Location: 13.42,\r\n Bracket: \"RRC\",\r\n },\r\n PR1: {\r\n Name: \"PR1\",\r\n End: 2,\r\n Side: 0,\r\n Location: 3753.09,\r\n Bracket: \"APEX15Z\",\r\n },\r\n },\r\n NumSupports: 2,\r\n ExtraData: {\r\n END_STATE_1: \"To Beam\",\r\n FA_1: \"0.00\",\r\n FA_2: \"0.00\",\r\n X: \"155\",\r\n PARENT_LEN: \"3796\",\r\n },\r\n },\r\n PR10: {\r\n Name: \"PR10\",\r\n AreaIndex: 0,\r\n BeamType: \"FL15015\",\r\n Length: 3748,\r\n PointLoadData: {\r\n P13: {\r\n Name: \"P13\",\r\n End: 2,\r\n Side: 0,\r\n Location: 1739.68,\r\n Bracket: \"FLUB\",\r\n },\r\n P15: {\r\n Name: \"P15\",\r\n End: 1,\r\n Side: 0,\r\n Location: 1739.68,\r\n Bracket: \"FLUB\",\r\n },\r\n P3: {\r\n Name: \"P3\",\r\n End: 2,\r\n Side: 0,\r\n Location: 3584.78,\r\n Bracket: \"FLUB\",\r\n },\r\n P7: {\r\n Name: \"P7\",\r\n End: 1,\r\n Side: 0,\r\n Location: 3584.78,\r\n Bracket: \"FLUB\",\r\n },\r\n },\r\n NumPointLoads: 4,\r\n SupportData: {\r\n C2: {\r\n Name: \"C2\",\r\n End: 1,\r\n Side: 0,\r\n Location: 13.42,\r\n Bracket: \"RRC\",\r\n },\r\n PR4: {\r\n Name: \"PR4\",\r\n End: 2,\r\n Side: 0,\r\n Location: 3753.09,\r\n Bracket: \"APEX15Z\",\r\n },\r\n },\r\n NumSupports: 2,\r\n ExtraData: {\r\n END_STATE_1: \"To Beam\",\r\n FA_1: \"0.00\",\r\n FA_2: \"0.00\",\r\n X: \"5605\",\r\n PARENT_LEN: \"3796\",\r\n },\r\n },\r\n },\r\n Cols: {\r\n C1: {\r\n Name: \"C1\",\r\n AreaIndex: 0,\r\n ColumnType: \"SHS 90mm x 2mm\",\r\n Height: 2550,\r\n TopBracket: \"\",\r\n GroundConnection: \"Bolt to Slab\",\r\n Embedment: 0,\r\n ExternalConnector: \"0\",\r\n BaseConnector: \"CON\",\r\n },\r\n C2: {\r\n Name: \"C2\",\r\n AreaIndex: 0,\r\n ColumnType: \"SHS 90mm x 2mm\",\r\n Height: 2550,\r\n TopBracket: \"\",\r\n GroundConnection: \"Bolt to Slab\",\r\n Embedment: 0,\r\n ExternalConnector: \"0\",\r\n BaseConnector: \"CON\",\r\n },\r\n },\r\n },\r\n },\r\n VDPL00060: {\r\n AttachmentBracketResults: {},\r\n BeamResults: {\r\n \"P2,\": \"0.0629322684411332=Vertical Shear\",\r\n \"P5,\": \"0.116306177997375=Vertical Shear\",\r\n \"PR1,PR2,\": \"0.299751524335055=Collar Tie Tension\",\r\n \"P1,P2,\": \"0.0629322684411332=Vertical Shear\",\r\n \"EB3,\": \"0.185045951897145=Bending Moment\",\r\n \"P7,\": \"0.000598982237475728=Vertical Shear\",\r\n \"P6,\": \"0.116306177997375=Vertical Shear\",\r\n \"P8,\": \"0.00134771003432039=Vertical Shear\",\r\n \"P3,\": \"0.000598982237475728=Vertical Shear\",\r\n \"HR2,\": \"0.0261374821846921=Vertical Shear\",\r\n \"HR3,\": \"0.025415962941039=Vertical Shear\",\r\n \"HR1,\": \"0.025415962941039=Vertical Shear\",\r\n \"P4,\": \"0.00134771003432039=Vertical Shear\",\r\n \",\": \"0.520370948819248=Bending Moment\",\r\n \"P1,\": \"0.0629322684411332=Vertical Shear\",\r\n \"EB4,\": \"0.520370948819248=Bending Moment\",\r\n \"PR3,PR4,\": \"0.299751524335055=Collar Tie Tension\",\r\n \"EB2,\": \"0.185045951897145=Bending Moment\",\r\n \"EB1,\": \"0.520004669919848=Bending Moment\",\r\n \"HR4,\": \"0.0261374821846921=Vertical Shear\",\r\n },\r\n ColumnResults: {\r\n C2: \"0.331=Deflection (16.5mm)\",\r\n C1: \"0.331=Deflection (16.5mm)\",\r\n C4: \"0.331=Deflection (16.5mm)\",\r\n C3: \"0.331=Deflection (16.5mm)\",\r\n },\r\n BeamAttachmentBracketResults: {},\r\n maxResultOverAllText: \"\",\r\n MaxResultOverAll: 0.520370948819248,\r\n AreaMaxResults: {\r\n 0: {\r\n MaxResult: 0.520370948819248,\r\n PurlinMax: 0.116306177997375,\r\n NumColumns: 4,\r\n NumRafters: 2,\r\n HipRafterMax: 0.0261374821846921,\r\n AttachmentBracketsMaxText: \"\",\r\n MaxResultText: \"\",\r\n NumPurlins: 9,\r\n ColumnsMax: 0.33095278055779,\r\n RATRETSTR: \"-1,-1,-1,-1,-1\",\r\n ColumnsMaxText: \"Limiting Member = C1 CR=0.331 - Deflection (16.5mm)\",\r\n RafterMax: 0.299751524335055,\r\n NumFasciaBeams: 0,\r\n EdgeBeamMax: 0.520370948819248,\r\n JoinBeamMax: 0,\r\n OtherMax: 0.520370948819248,\r\n AttachmentBracketsMax: -1,\r\n },\r\n },\r\n \"BeamResults.TestValueChecksum\": 0,\r\n },\r\n VDPL00030: {\r\n AttachmentBracketResults: {},\r\n MaxResultOverAll: 0.310528694471773,\r\n BeamResults: {\r\n \"P2,\": \"0.0638924183955276=Vertical Shear\",\r\n \"P5,\": \"0.121769646421521=Vertical Shear\",\r\n \"PR1,PR2,\": \"0.197661990451708=Collar Tie Tension\",\r\n \"P1,P2,\": \"0.0638924183955276=Vertical Shear\",\r\n \"EB3,\": \"0.128784039778549=Bending Moment\",\r\n \"P7,\": \"0.0670535724713948=Vertical Shear\",\r\n \"P6,\": \"0.121769646421521=Vertical Shear\",\r\n \"P10,\": \"0.144318392141663=Vertical Shear\",\r\n \"P9,\": \"0.144318392141663=Vertical Shear\",\r\n \"P3,\": \"0.0670535724713948=Vertical Shear\",\r\n \"P8,\": \"0.0670535724713948=Vertical Shear\",\r\n \"EB5,\": \"0.128784039778549=Bending Moment\",\r\n \"HR2,\": \"0.310528694471773=Bending Moment\",\r\n \"HR3,\": \"0.310528694471773=Bending Moment\",\r\n \"HR1,\": \"0.310528694471773=Bending Moment\",\r\n \"P4,\": \"0.0670535724713948=Vertical Shear\",\r\n \",\": \"0.310528694471773=Bending Moment\",\r\n \"EB6,\": \"0.263540678817847=Bending Moment\",\r\n \"P1,\": \"0.0638924183955276=Vertical Shear\",\r\n \"EB4,\": \"0.26306183557879=Bending Moment\",\r\n \"PR3,PR4,\": \"0.197661990451708=Collar Tie Tension\",\r\n \"EB2,\": \"0.263540678817847=Bending Moment\",\r\n \"EB1,\": \"0.26306183557879=Bending Moment\",\r\n \"HR4,\": \"0.310528694471773=Bending Moment\",\r\n },\r\n BeamResultsDetailed: {},\r\n ColumnResults: {\r\n C6: \"0.300=Deflection (15.0mm)\",\r\n C2: \"0.300=Deflection (15.0mm)\",\r\n C1: \"0.300=Deflection (15.0mm)\",\r\n C3: \"0.300=Deflection (15.0mm)\",\r\n C4: \"0.300=Deflection (15.0mm)\",\r\n C5: \"0.300=Deflection (15.0mm)\",\r\n },\r\n AttachmentBracketResultsDetailed: {},\r\n Errors: {\r\n max_beam_column_exceeded: false,\r\n max_col_column_exceeded: false,\r\n },\r\n BeamAttachmentBracketResults: {},\r\n maxResultOverAllText: \"\",\r\n AreaMaxResults: {\r\n 0: {\r\n MaxResult: 0.310528694471773,\r\n PurlinMax: 0.144318392141663,\r\n NumColumns: 6,\r\n NumRafters: 2,\r\n HipRafterMax: 0.310528694471773,\r\n AttachmentBracketsMaxText: \"\",\r\n MaxResultText: \"\",\r\n NumPurlins: 11,\r\n ColumnsMax: 0.299974922820763,\r\n RATRETSTR: \"-1,-1,-1,-1,-1\",\r\n ColumnsMaxText: \"Limiting Member = C1 CR=0.300 - Deflection (15.0mm)\",\r\n RafterMax: 0.197661990451708,\r\n NumFasciaBeams: 0,\r\n EdgeBeamMax: 0.263540678817847,\r\n JoinBeamMax: 0,\r\n OtherMax: 0.310528694471773,\r\n AttachmentBracketsMax: -1,\r\n },\r\n },\r\n ColumnResultsDetailed: {\r\n C6: {\r\n ref: \"C6\",\r\n area: 0,\r\n type: \"Column\",\r\n member_size: \"100x100x3.0\",\r\n embedment: 500,\r\n height: 3150,\r\n total_compression_kn: 5.15339797190625,\r\n total_tension_kn: -4.95475965650777,\r\n max_strength: 0.0409385199889117,\r\n max_deflection_mm: 50,\r\n max_deflection: 0.299974922820763,\r\n max_capacity_ratio: 0.299974922820763,\r\n max_capacity_ratio_limit_state: \"Deflection (15.0mm)\",\r\n },\r\n C2: {\r\n ref: \"C2\",\r\n area: 0,\r\n type: \"Column\",\r\n member_size: \"100x100x3.0\",\r\n embedment: 500,\r\n height: 3150,\r\n total_compression_kn: 6.63256123431213,\r\n total_tension_kn: -6.24177306081472,\r\n max_strength: 0.0532378802107662,\r\n max_deflection_mm: 50,\r\n max_deflection: 0.299974922820763,\r\n max_capacity_ratio: 0.299974922820763,\r\n max_capacity_ratio_limit_state: \"Deflection (15.0mm)\",\r\n },\r\n C1: {\r\n ref: \"C1\",\r\n area: 0,\r\n type: \"Column\",\r\n member_size: \"100x100x3.0\",\r\n embedment: 500,\r\n height: 3150,\r\n total_compression_kn: 5.14815211834822,\r\n total_tension_kn: -4.94982288679503,\r\n max_strength: 0.0408953478495071,\r\n max_deflection_mm: 50,\r\n max_deflection: 0.299974922820763,\r\n max_capacity_ratio: 0.299974922820763,\r\n max_capacity_ratio_limit_state: \"Deflection (15.0mm)\",\r\n },\r\n C3: {\r\n ref: \"C3\",\r\n area: 0,\r\n type: \"Column\",\r\n member_size: \"100x100x3.0\",\r\n embedment: 500,\r\n height: 3150,\r\n total_compression_kn: 5.15339797190625,\r\n total_tension_kn: -4.95475965650777,\r\n max_strength: 0.0409385199889117,\r\n max_deflection_mm: 50,\r\n max_deflection: 0.299974922820763,\r\n max_capacity_ratio: 0.299974922820763,\r\n max_capacity_ratio_limit_state: \"Deflection (15.0mm)\",\r\n },\r\n C4: {\r\n ref: \"C4\",\r\n area: 0,\r\n type: \"Column\",\r\n member_size: \"100x100x3.0\",\r\n embedment: 500,\r\n height: 3150,\r\n total_compression_kn: 5.14815211834822,\r\n total_tension_kn: -4.94982288679503,\r\n max_strength: 0.0408953478495071,\r\n max_deflection_mm: 50,\r\n max_deflection: 0.299974922820763,\r\n max_capacity_ratio: 0.299974922820763,\r\n max_capacity_ratio_limit_state: \"Deflection (15.0mm)\",\r\n },\r\n C5: {\r\n ref: \"C5\",\r\n area: 0,\r\n type: \"Column\",\r\n member_size: \"100x100x3.0\",\r\n embedment: 500,\r\n height: 3150,\r\n total_compression_kn: 6.63256123431213,\r\n total_tension_kn: -6.24177306081472,\r\n max_strength: 0.0532378802107662,\r\n max_deflection_mm: 50,\r\n max_deflection: 0.299974922820763,\r\n max_capacity_ratio: 0.299974922820763,\r\n max_capacity_ratio_limit_state: \"Deflection (15.0mm)\",\r\n },\r\n },\r\n \"BeamResults.TestValueChecksum\": 0,\r\n BeamPointLoadPeakCalcs: [\r\n {\r\n BeamName: \"PR1,PR2,\",\r\n BeamType: \"Welded Rafter\",\r\n Length: 6542,\r\n Column: \"N\",\r\n PointLoads: [\r\n {\r\n Name: \"P3\",\r\n Location: 1533,\r\n },\r\n {\r\n Name: \"P5\",\r\n Location: 1533,\r\n },\r\n {\r\n Name: \"P1\",\r\n Location: 3107,\r\n },\r\n {\r\n Name: \"HR1\",\r\n Location: 3251,\r\n },\r\n {\r\n Name: \"HR2\",\r\n Location: 3295,\r\n },\r\n {\r\n Name: \"P2\",\r\n Location: 3439,\r\n },\r\n {\r\n Name: \"P4\",\r\n Location: 5014,\r\n },\r\n {\r\n Name: \"P6\",\r\n Location: 5014,\r\n },\r\n ],\r\n },\r\n {\r\n BeamName: \"PR3,PR4,\",\r\n BeamType: \"Welded Rafter\",\r\n Length: 6542,\r\n Column: \"O\",\r\n PointLoads: [\r\n {\r\n Name: \"P5\",\r\n Location: 1533,\r\n },\r\n {\r\n Name: \"P7\",\r\n Location: 1533,\r\n },\r\n {\r\n Name: \"P1\",\r\n Location: 3107,\r\n },\r\n {\r\n Name: \"HR3\",\r\n Location: 3251,\r\n },\r\n {\r\n Name: \"HR4\",\r\n Location: 3295,\r\n },\r\n {\r\n Name: \"P2\",\r\n Location: 3439,\r\n },\r\n {\r\n Name: \"P6\",\r\n Location: 5014,\r\n },\r\n {\r\n Name: \"P8\",\r\n Location: 5014,\r\n },\r\n ],\r\n },\r\n {\r\n BeamName: \"HR1,\",\r\n BeamType: \"Hip Rafter\",\r\n Length: 4275,\r\n Column: \"R\",\r\n PointLoads: [\r\n {\r\n Name: \"P9\",\r\n Location: 2019,\r\n },\r\n {\r\n 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\"P9\",\r\n AreaIndex: 0,\r\n BeamType: \"FL15015\",\r\n Length: 2979,\r\n PointLoadData: {},\r\n NumPointLoads: 0,\r\n SupportData: {\r\n HR2: {\r\n Name: \"HR2\",\r\n End: 1,\r\n Side: 0,\r\n Location: 0,\r\n Bracket: \"HRU\",\r\n },\r\n HR1: {\r\n Name: \"HR1\",\r\n End: 2,\r\n Side: 0,\r\n Location: 2988.85,\r\n Bracket: \"HRU\",\r\n },\r\n },\r\n NumSupports: 2,\r\n ExtraData: {\r\n END_STATE_1: \"To Beam\",\r\n END_STATE_2: \"To Beam\",\r\n FA_1: \"-45.14\",\r\n FA_2: \"-45.14\",\r\n X: \"1440\",\r\n PARENT_LEN: \"2989\",\r\n },\r\n },\r\n P10: {\r\n Name: \"P10\",\r\n AreaIndex: 0,\r\n BeamType: \"FL15015\",\r\n Length: 2979,\r\n PointLoadData: {},\r\n NumPointLoads: 0,\r\n SupportData: {\r\n HR3: {\r\n Name: \"HR3\",\r\n End: 1,\r\n Side: 0,\r\n Location: 0,\r\n Bracket: \"HRU\",\r\n },\r\n HR4: {\r\n Name: \"HR4\",\r\n End: 2,\r\n Side: 0,\r\n Location: 2988.85,\r\n Bracket: \"HRU\",\r\n },\r\n },\r\n NumSupports: 2,\r\n ExtraData: {\r\n END_STATE_1: \"To Beam\",\r\n END_STATE_2: \"To Beam\",\r\n FA_1: \"-45.14\",\r\n FA_2: \"-45.14\",\r\n X: \"7560\",\r\n PARENT_LEN: \"2989\",\r\n },\r\n },\r\n EB1: {\r\n Name: \"EB1\",\r\n AreaIndex: 0,\r\n BeamType: \"FL20020\",\r\n Length: 4340,\r\n PointLoadData: {\r\n PR1: {\r\n Name: \"PR1\",\r\n End: 1,\r\n Side: 0,\r\n Location: 2875,\r\n Bracket: \"RRC\",\r\n },\r\n },\r\n NumPointLoads: 1,\r\n SupportData: {\r\n C1: {\r\n Name: \"C1\",\r\n End: 1,\r\n Side: 0,\r\n Location: 0,\r\n Bracket: \"FLUB\",\r\n },\r\n C2: {\r\n Name: \"C2\",\r\n End: 2,\r\n Side: 0,\r\n Location: 4350,\r\n Bracket: \"FLUB\",\r\n },\r\n },\r\n NumSupports: 2,\r\n ExtraData: {\r\n END_STATE_1: \"To Beam\",\r\n END_STATE_2: \"To Beam\",\r\n FA_1: \"0.00\",\r\n FA_2: \"0.00\",\r\n X: \"00\",\r\n PARENT_LEN: \"9000\",\r\n },\r\n },\r\n EB2: {\r\n Name: \"EB2\",\r\n AreaIndex: 0,\r\n BeamType: \"FL20020\",\r\n Length: 4340,\r\n PointLoadData: {\r\n PR3: {\r\n Name: \"PR3\",\r\n End: 1,\r\n Side: 0,\r\n Location: 1475,\r\n Bracket: \"RRC\",\r\n },\r\n },\r\n NumPointLoads: 1,\r\n SupportData: {\r\n C2: {\r\n Name: \"C2\",\r\n End: 1,\r\n Side: 0,\r\n Location: 0,\r\n Bracket: \"FLUB\",\r\n },\r\n C3: {\r\n Name: \"C3\",\r\n End: 2,\r\n Side: 0,\r\n Location: 4350,\r\n Bracket: \"FLUB\",\r\n },\r\n },\r\n NumSupports: 2,\r\n ExtraData: {\r\n END_STATE_1: \"To Beam\",\r\n END_STATE_2: \"To Beam\",\r\n FA_1: \"0.00\",\r\n FA_2: \"0.00\",\r\n X: \"00\",\r\n PARENT_LEN: \"9000\",\r\n },\r\n },\r\n EB3: {\r\n Name: \"EB3\",\r\n AreaIndex: 0,\r\n BeamType: \"FL20020\",\r\n Length: 5790,\r\n PointLoadData: {\r\n HR4: {\r\n Name: \"HR4\",\r\n End: 1,\r\n Side: 0,\r\n Location: 0,\r\n Bracket: \"H\",\r\n },\r\n HR3: {\r\n Name: \"HR3\",\r\n End: 1,\r\n Side: 0,\r\n Location: 5800,\r\n Bracket: \"H\",\r\n },\r\n },\r\n NumPointLoads: 2,\r\n SupportData: {\r\n C4: {\r\n Name: \"C4\",\r\n End: 1,\r\n Side: 0,\r\n Location: 0,\r\n Bracket: \"FLUB\",\r\n },\r\n C3: {\r\n Name: \"C3\",\r\n End: 2,\r\n Side: 0,\r\n Location: 5800,\r\n Bracket: \"FLUB\",\r\n },\r\n },\r\n NumSupports: 2,\r\n ExtraData: {\r\n END_STATE_1: \"To Beam\",\r\n END_STATE_2: \"To Beam\",\r\n FA_1: \"0.00\",\r\n FA_2: \"0.00\",\r\n X: \"8975\",\r\n PARENT_LEN: \"5900\",\r\n },\r\n },\r\n EB4: {\r\n Name: \"EB4\",\r\n AreaIndex: 0,\r\n BeamType: \"FL20020\",\r\n Length: 4340,\r\n PointLoadData: {\r\n PR4: {\r\n Name: \"PR4\",\r\n End: 2,\r\n Side: 0,\r\n Location: 2875,\r\n Bracket: \"RRC\",\r\n },\r\n },\r\n NumPointLoads: 1,\r\n SupportData: {\r\n C4: {\r\n Name: \"C4\",\r\n End: 1,\r\n Side: 0,\r\n Location: 0,\r\n Bracket: \"FLUB\",\r\n },\r\n C5: {\r\n Name: \"C5\",\r\n End: 2,\r\n Side: 0,\r\n Location: 4350,\r\n Bracket: \"FLUB\",\r\n },\r\n },\r\n NumSupports: 2,\r\n ExtraData: {\r\n END_STATE_1: \"To Beam\",\r\n END_STATE_2: \"To Beam\",\r\n FA_1: \"0.00\",\r\n FA_2: \"0.00\",\r\n X: \"9000\",\r\n PARENT_LEN: \"9000\",\r\n },\r\n },\r\n EB5: {\r\n Name: \"EB5\",\r\n AreaIndex: 0,\r\n BeamType: \"FL20020\",\r\n Length: 5790,\r\n PointLoadData: {\r\n HR1: {\r\n Name: \"HR1\",\r\n End: 1,\r\n Side: 0,\r\n Location: 0,\r\n Bracket: \"H\",\r\n },\r\n HR2: {\r\n Name: \"HR2\",\r\n End: 1,\r\n Side: 0,\r\n Location: 5800,\r\n Bracket: \"H\",\r\n },\r\n },\r\n NumPointLoads: 2,\r\n SupportData: {\r\n C1: {\r\n Name: \"C1\",\r\n End: 1,\r\n Side: 0,\r\n Location: 0,\r\n Bracket: \"FLUB\",\r\n },\r\n C6: {\r\n Name: \"C6\",\r\n End: 2,\r\n Side: 0,\r\n Location: 5800,\r\n Bracket: \"FLUB\",\r\n },\r\n },\r\n NumSupports: 2,\r\n ExtraData: {\r\n END_STATE_1: \"To Beam\",\r\n END_STATE_2: \"To Beam\",\r\n FA_1: \"0.00\",\r\n FA_2: \"0.00\",\r\n X: \"25\",\r\n PARENT_LEN: \"5900\",\r\n },\r\n },\r\n EB6: {\r\n Name: \"EB6\",\r\n AreaIndex: 0,\r\n BeamType: \"FL20020\",\r\n Length: 4340,\r\n PointLoadData: {\r\n PR2: {\r\n Name: \"PR2\",\r\n End: 2,\r\n Side: 0,\r\n Location: 1475,\r\n Bracket: \"RRC\",\r\n },\r\n },\r\n NumPointLoads: 1,\r\n SupportData: {\r\n C5: {\r\n Name: \"C5\",\r\n End: 1,\r\n Side: 0,\r\n Location: 0,\r\n Bracket: \"FLUB\",\r\n },\r\n C6: {\r\n Name: \"C6\",\r\n End: 2,\r\n Side: 0,\r\n Location: 4350,\r\n Bracket: \"FLUB\",\r\n },\r\n },\r\n NumSupports: 2,\r\n ExtraData: {\r\n END_STATE_1: \"To Beam\",\r\n END_STATE_2: \"To Beam\",\r\n FA_1: \"0.00\",\r\n FA_2: \"0.00\",\r\n X: \"9000\",\r\n PARENT_LEN: \"9000\",\r\n },\r\n },\r\n },\r\n Cols: {\r\n C1: {\r\n Name: \"C1\",\r\n AreaIndex: 0,\r\n ColumnType: \"SHS 100mm x 3mm\",\r\n Height: 3150,\r\n TopBracket: \"\",\r\n GroundConnection: \"Concrete In\",\r\n Embedment: 500,\r\n ExternalConnector: \"1\",\r\n BaseConnector: \"\",\r\n },\r\n C2: {\r\n Name: \"C2\",\r\n AreaIndex: 0,\r\n ColumnType: \"SHS 100mm x 3mm\",\r\n Height: 3150,\r\n TopBracket: \"\",\r\n GroundConnection: \"Concrete In\",\r\n Embedment: 500,\r\n ExternalConnector: \"1\",\r\n BaseConnector: \"\",\r\n },\r\n C3: {\r\n Name: \"C3\",\r\n AreaIndex: 0,\r\n ColumnType: \"SHS 100mm x 3mm\",\r\n Height: 3150,\r\n TopBracket: \"\",\r\n GroundConnection: \"Concrete In\",\r\n Embedment: 500,\r\n ExternalConnector: \"1\",\r\n BaseConnector: \"\",\r\n },\r\n C4: {\r\n Name: \"C4\",\r\n AreaIndex: 0,\r\n ColumnType: \"SHS 100mm x 3mm\",\r\n Height: 3150,\r\n TopBracket: \"\",\r\n GroundConnection: \"Concrete In\",\r\n Embedment: 500,\r\n ExternalConnector: \"1\",\r\n BaseConnector: \"\",\r\n },\r\n C5: {\r\n Name: \"C5\",\r\n AreaIndex: 0,\r\n ColumnType: \"SHS 100mm x 3mm\",\r\n Height: 3150,\r\n TopBracket: \"\",\r\n GroundConnection: \"Concrete In\",\r\n Embedment: 500,\r\n ExternalConnector: \"1\",\r\n BaseConnector: \"\",\r\n },\r\n C6: {\r\n Name: \"C6\",\r\n AreaIndex: 0,\r\n ColumnType: \"SHS 100mm x 3mm\",\r\n Height: 3150,\r\n TopBracket: \"\",\r\n GroundConnection: \"Concrete In\",\r\n Embedment: 500,\r\n ExternalConnector: \"1\",\r\n BaseConnector: \"\",\r\n },\r\n },\r\n },\r\n },\r\n COFL00162: {\r\n AttachmentBracketResults: {},\r\n MaxResultOverAll: 0.439874434062836,\r\n BeamResults: {\r\n \",\": \"0.439874434062836=Deflection-W UP (-30.9mm)\",\r\n \"FB1b,\": \"0.439874434062836=Deflection-W UP (-30.9mm)\",\r\n \"FB1c,\": \"0.0534533867635363=Vertical Shear\",\r\n \"FB1,\": \"0.439874434062836=Deflection-W UP (-30.9mm)\",\r\n \"FB1a,\": \"0.0534533867635363=Vertical Shear\",\r\n \"R2,\": \"0.0370293417553398=Vertical Shear\",\r\n \"R1,\": \"0.0370293417553398=Vertical Shear\",\r\n },\r\n BeamResultsDetailed: {},\r\n ColumnResults: {\r\n C1: \"0.172=Deflection (8.6mm)\",\r\n C2: \"0.172=Deflection (8.6mm)\",\r\n },\r\n AttachmentBracketResultsDetailed: {},\r\n Errors: {\r\n max_beam_column_exceeded: false,\r\n max_col_column_exceeded: false,\r\n },\r\n BeamAttachmentBracketResults: {},\r\n maxResultOverAllText: \"\",\r\n AreaMaxResults: {\r\n 0: {\r\n MaxResult: 0.439874434062836,\r\n FasciaMax: 0.439874434062836,\r\n NumRafters: 2,\r\n NumColumns: 2,\r\n AttachmentBracketsMaxText: \"\",\r\n MaxResultText: \"\",\r\n NumPurlins: 0,\r\n ColumnsMax: 0.171908440284653,\r\n RATRETSTR: \"-1.0000000,-1.0000000,-1.0000000,-1.0000000,-1.0000000,Type 1\",\r\n ColumnsMaxText: \"Limiting Member = C1 CR=0.172 - Deflection (8.6mm)\",\r\n RafterMax: 0.0370293417553398,\r\n NumFasciaBeams: 4,\r\n JoinBeamMax: 0,\r\n OtherMax: 0.439874434062836,\r\n AttachmentBracketsMax: -1,\r\n },\r\n },\r\n ColumnResultsDetailed: {\r\n C1: {\r\n ref: \"C1\",\r\n area: 0,\r\n type: \"Column\",\r\n member_size: \"75x75x2.0\",\r\n embedment: 500,\r\n height: 2250,\r\n total_compression_kn: 2.86618671749163,\r\n total_tension_kn: -2.52791338582644,\r\n max_strength: 0.0648455885296742,\r\n max_deflection_mm: 50,\r\n max_deflection: 0.171908440284653,\r\n max_capacity_ratio: 0.171908440284653,\r\n max_capacity_ratio_limit_state: \"Deflection (8.6mm)\",\r\n },\r\n C2: {\r\n ref: \"C2\",\r\n area: 0,\r\n type: \"Column\",\r\n member_size: \"75x75x2.0\",\r\n embedment: 500,\r\n height: 2250,\r\n total_compression_kn: 2.86618671749163,\r\n total_tension_kn: -2.52791338582644,\r\n max_strength: 0.0648455885296742,\r\n max_deflection_mm: 50,\r\n max_deflection: 0.171908440284653,\r\n max_capacity_ratio: 0.171908440284653,\r\n max_capacity_ratio_limit_state: \"Deflection (8.6mm)\",\r\n },\r\n },\r\n \"BeamResults.TestValueChecksum\": 0,\r\n BeamPointLoadPeakCalcs: [],\r\n ProcessedLoadData: {\r\n Beams: {\r\n FB1: {\r\n Name: \"FB1\",\r\n AreaIndex: 0,\r\n BeamType: \"FL15015\",\r\n Length: 6000,\r\n PointLoadData: {\r\n R1: {\r\n Name: \"R1\",\r\n End: 1,\r\n Side: 0,\r\n Location: 25,\r\n Bracket: \"\",\r\n },\r\n R2: {\r\n Name: \"R2\",\r\n End: 1,\r\n Side: 0,\r\n Location: 5975,\r\n Bracket: \"\",\r\n },\r\n },\r\n NumPointLoads: 2,\r\n SupportData: {\r\n C1: {\r\n Name: \"C1\",\r\n End: 1,\r\n Side: 0,\r\n Location: 187.5,\r\n Bracket: \"HCC\",\r\n },\r\n C2: {\r\n Name: \"C2\",\r\n End: 2,\r\n Side: 0,\r\n Location: 5812.5,\r\n Bracket: \"HCC\",\r\n },\r\n },\r\n NumSupports: 2,\r\n ExtraData: {\r\n END_STATE_1: \"End Cap\",\r\n END_STATE_2: \"End 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Bracket: \"FLUB\",\r\n },\r\n },\r\n NumSupports: 2,\r\n ExtraData: {\r\n END_STATE_1: \"To Beam\",\r\n END_STATE_2: \"To Fascia\",\r\n FA_1: \"0.00\",\r\n FA_2: \"-0.00\",\r\n X: \"5975\",\r\n PARENT_LEN: \"3002\",\r\n },\r\n },\r\n },\r\n Cols: {\r\n C1: {\r\n Name: \"C1\",\r\n AreaIndex: 0,\r\n ColumnType: \"SHS 75mm x 2mm\",\r\n Height: 2250,\r\n TopBracket: \"\",\r\n GroundConnection: \"Concrete In\",\r\n Embedment: 500,\r\n ExternalConnector: \"0\",\r\n BaseConnector: \"\",\r\n },\r\n C2: {\r\n Name: \"C2\",\r\n AreaIndex: 0,\r\n ColumnType: \"SHS 75mm x 2mm\",\r\n Height: 2250,\r\n TopBracket: \"\",\r\n GroundConnection: \"Concrete In\",\r\n Embedment: 500,\r\n ExternalConnector: \"0\",\r\n BaseConnector: \"\",\r\n },\r\n },\r\n },\r\n },\r\n COFL00008: {\r\n AttachmentBracketResults: {},\r\n BeamResults: {\r\n \"FB2b,\": \"0.35452381620764=Bending Moment\",\r\n \"FB1b,\": \"0.0227070731579725=Vertical Shear\",\r\n \"FB2a,\": \"0.378223243700814=Bending Moment\",\r\n \"SF1c,\": \"0.00908633021762683=Deflection (0.1mm)\",\r\n \"FB4d,\": \"0.343000514151386=Vertical Shear\",\r\n \"FB4b,FB4c,\": \"0.428281088700059=Bending Moment\",\r\n \"JB3,\": \"0.427822585736515=Bending Moment\",\r\n \"FB5b,\": \"0.204697736765852=Bending Moment\",\r\n \"R1,\": \"0.00918926766461662=Vertical Shear\",\r\n \"FB5c,\": \"0.193658980373008=Bending Moment\",\r\n \"FB5d,\": \"0.47453690703832=Deflection-W UP (-1.1mm)\",\r\n \"FB2c,\": \"0.443397785773498=Vertical Shear\",\r\n \"SF1,\": \"0.0477129610675682=Vertical Shear\",\r\n \"FB4a,\": \"0.00970529069134735=Vertical Shear\",\r\n \",\": \"0.625940483796912=Deflection-W UP (-50.1mm)\",\r\n \"FB3c,\": \"0.0299762102793294=Vertical Shear\",\r\n \"SF1b,\": \"0.0477129610675682=Vertical Shear\",\r\n \"FB3d,\": \"0.0405676959839953=Deflection (0.3mm)\",\r\n \"FB5a,\": \"0.318250216249308=Vertical Shear\",\r\n \"FB1,\": \"0.0227070731579725=Vertical Shear\",\r\n \"R1a,\": \"0.00224377118914649=Vertical Shear\",\r\n \"R1b,\": \"0.00918926766461662=Vertical Shear\",\r\n \"JB1,\": \"0.427822585736515=Bending Moment\",\r\n \"FB3a,\": \"0.625940483796912=Deflection-W UP (-50.1mm)\",\r\n \"FB4,\": \"0.428281088700059=Bending Moment\",\r\n \"FB5,\": \"0.47453690703832=Deflection-W UP (-1.1mm)\",\r\n \"FB3b,\": \"0.403488223518253=Bending Moment\",\r\n \"FB2,\": \"0.443397785773498=Vertical Shear\",\r\n \"FB1c,\": \"0.01026092851757=Deflection (0.1mm)\",\r\n \"FB3,\": \"0.625940483796912=Deflection-W UP (-50.1mm)\",\r\n \"JB2,\": \"0.425855470077597=Bending Moment\",\r\n \"FB1a,\": \"0.0114534461304217=Vertical Shear\",\r\n \"SF1a,\": \"0.00276746867318831=Vertical Shear\",\r\n },\r\n ColumnResults: {\r\n C11: \"0.727=Deflection (36.4mm)\",\r\n C6: \"0.272=Deflection (13.6mm)\",\r\n C2: \"0.498=Deflection (24.9mm)\",\r\n C1: \"0.498=Deflection (24.9mm)\",\r\n C3: \"0.516=Deflection (25.8mm)\",\r\n C9: \"0.803=Deflection (40.2mm)\",\r\n C12: \"0.498=Deflection (24.9mm)\",\r\n C4: \"0.272=Deflection (13.6mm)\",\r\n C8: \"0.727=Deflection (36.4mm)\",\r\n C7: \"0.822=Deflection (41.1mm)\",\r\n C5: \"0.272=Deflection (13.6mm)\",\r\n C10: \"0.822=Deflection (41.1mm)\",\r\n },\r\n BeamAttachmentBracketResults: {},\r\n maxResultOverAllText: \"Limiting Member = C7 CR=0.822 - Deflection (41.1mm)\",\r\n MaxResultOverAll: 0.822041595391665,\r\n AreaMaxResults: {\r\n 0: {\r\n MaxResult: 0.516124624569416,\r\n FasciaMax: 0.428281088700059,\r\n NumRafters: 7,\r\n NumColumns: 4,\r\n AttachmentBracketsMaxText: \"\",\r\n MaxResultText: \"Limiting Member = C3 CR=0.516 - Deflection (25.8mm)\",\r\n NumPurlins: 0,\r\n ColumnsMax: 0.516124624569416,\r\n RATRETSTR: \"-1.0000000,-1.0000000,-1.0000000,-1.0000000,-1.0000000,Type 1\",\r\n ColumnsMaxText: \"Limiting Member = C3 CR=0.516 - Deflection (25.8mm)\",\r\n RafterMax: 0.0477129610675682,\r\n NumFasciaBeams: 4,\r\n JoinBeamMax: 0.427822585736515,\r\n AttachmentBracketsMax: -1,\r\n },\r\n 1: {\r\n MaxResult: 0.47453690703832,\r\n FasciaMax: 0.47453690703832,\r\n NumRafters: 0,\r\n NumColumns: 3,\r\n AttachmentBracketsMaxText: \"\",\r\n MaxResultText: \"\",\r\n NumPurlins: 0,\r\n ColumnsMax: 0.272289044503093,\r\n ColumnsMaxText: \"Limiting Member = C4 CR=0.272 - Deflection (13.6mm)\",\r\n RATRETSTR: \"-1.0000000,-1.0000000,-1.0000000,-1.0000000,-1.0000000,Type 1\",\r\n NumFasciaBeams: 5,\r\n JoinBeamMax: 0.425855470077597,\r\n AttachmentBracketsMax: -1,\r\n },\r\n 2: {\r\n MaxResult: 0.822041595391665,\r\n FasciaMax: 0.443397785773498,\r\n NumRafters: 0,\r\n NumColumns: 2,\r\n AttachmentBracketsMaxText: \"\",\r\n MaxResultText: \"Limiting Member = C7 CR=0.822 - Deflection (41.1mm)\",\r\n NumPurlins: 0,\r\n ColumnsMax: 0.822041595391665,\r\n ColumnsMaxText: \"Limiting Member = C7 CR=0.822 - Deflection (41.1mm)\",\r\n RATRETSTR: \"-1.0000000,-1.0000000,-1.0000000,-1.0000000,-1.0000000,Type 1\",\r\n NumFasciaBeams: 4,\r\n JoinBeamMax: 0.427822585736515,\r\n AttachmentBracketsMax: -1,\r\n },\r\n 3: {\r\n MaxResult: 0.80302801105415,\r\n FasciaMax: 0.625940483796912,\r\n NumRafters: 0,\r\n NumColumns: 3,\r\n AttachmentBracketsMaxText: \"\",\r\n MaxResultText: \"Limiting Member = C9 CR=0.803 - Deflection (40.2mm)\",\r\n NumPurlins: 0,\r\n ColumnsMax: 0.80302801105415,\r\n ColumnsMaxText: \"Limiting Member = C9 CR=0.803 - Deflection (40.2mm)\",\r\n RATRETSTR: \"-1.0000000,-1.0000000,-1.0000000,-1.0000000,-1.0000000,Type 1\",\r\n NumFasciaBeams: 9,\r\n JoinBeamMax: 0,\r\n OtherMax: 0.625940483796912,\r\n AttachmentBracketsMax: -1,\r\n },\r\n },\r\n \"BeamResults.TestValueChecksum\": 0,\r\n },\r\n COFL00154: {\r\n AttachmentBracketResults: {},\r\n MaxResultOverAll: 0.430452047222158,\r\n BeamResults: {\r\n \"P1a,P1b,\": \"0.430452047222158=Vertical Shear\",\r\n \"P1,\": \"0.430452047222158=Vertical Shear\",\r\n \"FB1,\": \"0.309972538061462=Vertical Shear\",\r\n \"FB1a,FB1b,\": \"0.309972538061462=Vertical Shear\",\r\n \",\": \"0.430452047222158=Vertical Shear\",\r\n },\r\n BeamResultsDetailed: {},\r\n ColumnResults: {\r\n C2: \"0.065=Strength\",\r\n C1: \"0.092=Strength\",\r\n C4: \"0.045=Strength\",\r\n C3: \"0.032=Strength\",\r\n },\r\n AttachmentBracketResultsDetailed: {},\r\n Errors: {\r\n max_beam_column_exceeded: false,\r\n max_col_column_exceeded: false,\r\n },\r\n BeamAttachmentBracketResults: {},\r\n maxResultOverAllText: \"\",\r\n AreaMaxResults: {\r\n 0: {\r\n MaxResult: 0.430452047222158,\r\n PurlinMax: 0.430452047222158,\r\n FasciaMax: 0.309972538061462,\r\n NumRafters: 0,\r\n NumColumns: 4,\r\n AttachmentBracketsMaxText: \"\",\r\n MaxResultText: \"\",\r\n NumPurlins: 2,\r\n ColumnsMax: 0.0918167748573923,\r\n ColumnsMaxText: \"Limiting Member = C1 CR=0.092 - Strength\",\r\n RATRETSTR: \"-1.0000000,-1.0000000,-1.0000000,-1.0000000,-1.0000000,Type 4\",\r\n NumFasciaBeams: 2,\r\n JoinBeamMax: 0,\r\n OtherMax: 0.430452047222158,\r\n AttachmentBracketsMax: -1,\r\n },\r\n },\r\n ColumnResultsDetailed: {\r\n C2: {\r\n ref: \"C2\",\r\n area: 0,\r\n type: \"Column\",\r\n member_size: \"90x90x2.0\",\r\n embedment: 500,\r\n height: 2161,\r\n total_compression_kn: 3.81437037124517,\r\n total_tension_kn: -6.38543428406612,\r\n max_strength: 0.0650500108995632,\r\n max_deflection_mm: 50,\r\n max_deflection: 0.0144721318989594,\r\n max_capacity_ratio: 0.0650500108995632,\r\n max_capacity_ratio_limit_state: \"Strength\",\r\n },\r\n C1: {\r\n ref: \"C1\",\r\n area: 0,\r\n type: \"Column\",\r\n member_size: \"90x90x2.0\",\r\n embedment: 500,\r\n height: 2293,\r\n total_compression_kn: 5.29693225546472,\r\n total_tension_kn: -8.86731217277646,\r\n max_strength: 0.0918167748573923,\r\n max_deflection_mm: 50,\r\n max_deflection: 0.018345504672899,\r\n max_capacity_ratio: 0.0918167748573923,\r\n max_capacity_ratio_limit_state: \"Strength\",\r\n },\r\n C4: {\r\n ref: \"C4\",\r\n area: 0,\r\n type: \"Column\",\r\n member_size: \"90x90x2.0\",\r\n embedment: 500,\r\n height: 2293,\r\n total_compression_kn: 2.64846612773236,\r\n total_tension_kn: -4.43365608638823,\r\n max_strength: 0.0447563923112156,\r\n max_deflection_mm: 50,\r\n max_deflection: 0.018345504672899,\r\n max_capacity_ratio: 0.0447563923112156,\r\n max_capacity_ratio_limit_state: \"Strength\",\r\n },\r\n C3: {\r\n ref: \"C3\",\r\n area: 0,\r\n type: \"Column\",\r\n member_size: \"90x90x2.0\",\r\n embedment: 500,\r\n height: 2161,\r\n total_compression_kn: 1.90718518562258,\r\n total_tension_kn: -3.19271714203306,\r\n max_strength: 0.0319711670014292,\r\n max_deflection_mm: 50,\r\n max_deflection: 0.0144721318989594,\r\n max_capacity_ratio: 0.0319711670014292,\r\n max_capacity_ratio_limit_state: \"Strength\",\r\n },\r\n },\r\n \"BeamResults.TestValueChecksum\": 0,\r\n BeamPointLoadPeakCalcs: [],\r\n ProcessedLoadData: {\r\n Beams: {\r\n P1: {\r\n Name: \"P1\",\r\n AreaIndex: 0,\r\n BeamType: \"FL15015\",\r\n Length: 5845,\r\n PointLoadData: {},\r\n NumPointLoads: 0,\r\n SupportData: {\r\n F2: {\r\n Name: \"F2\",\r\n End: 1,\r\n Side: 0,\r\n Location: 0,\r\n Bracket: \"FLUB\",\r\n },\r\n C1: {\r\n Name: \"C1\",\r\n End: 2,\r\n Side: 0,\r\n Location: 2925,\r\n Bracket: \"FLUB\",\r\n },\r\n C4: {\r\n Name: \"C4\",\r\n End: 2,\r\n Side: 0,\r\n Location: 5805,\r\n Bracket: \"FLUB\",\r\n },\r\n },\r\n NumSupports: 3,\r\n ExtraData: {\r\n END_STATE_1: \"To Fascia\",\r\n END_STATE_2: \"End Cap\",\r\n FA_1: \"0.00\",\r\n FA_2: \"0.00\",\r\n X: \"00\",\r\n PARENT_LEN: \"5850\",\r\n },\r\n },\r\n FB1: {\r\n Name: \"FB1\",\r\n AreaIndex: 0,\r\n BeamType: \"FL15015\",\r\n Length: 6445,\r\n PointLoadData: {},\r\n NumPointLoads: 0,\r\n SupportData: {\r\n W2: {\r\n Name: \"W2\",\r\n End: 1,\r\n Side: 0,\r\n Location: 0,\r\n Bracket: \"FLUB\",\r\n },\r\n C2: {\r\n Name: \"C2\",\r\n End: 2,\r\n Side: 0,\r\n Location: 3225,\r\n Bracket: \"FLUB\",\r\n },\r\n C3: {\r\n Name: \"C3\",\r\n End: 2,\r\n Side: 0,\r\n Location: 6405,\r\n Bracket: \"FLUB\",\r\n },\r\n },\r\n NumSupports: 3,\r\n ExtraData: {\r\n END_STATE_1: \"To Wall\",\r\n END_STATE_2: \"End Cap\",\r\n FA_1: \"0.00\",\r\n FA_2: \"0.00\",\r\n X: \"00\",\r\n PARENT_LEN: \"5850\",\r\n },\r\n },\r\n },\r\n Cols: {\r\n C1: {\r\n Name: \"C1\",\r\n AreaIndex: 0,\r\n ColumnType: \"SHS 90mm x 2mm\",\r\n Height: 2293,\r\n TopBracket: \"\",\r\n GroundConnection: \"Concrete In\",\r\n Embedment: 500,\r\n ExternalConnector: \"0\",\r\n BaseConnector: \"\",\r\n },\r\n C2: {\r\n Name: \"C2\",\r\n AreaIndex: 0,\r\n ColumnType: \"SHS 90mm x 2mm\",\r\n Height: 2161,\r\n TopBracket: \"\",\r\n GroundConnection: \"Concrete In\",\r\n Embedment: 500,\r\n ExternalConnector: \"0\",\r\n BaseConnector: \"\",\r\n },\r\n C3: {\r\n Name: \"C3\",\r\n AreaIndex: 0,\r\n ColumnType: \"SHS 90mm x 2mm\",\r\n Height: 2161,\r\n TopBracket: \"\",\r\n GroundConnection: \"Concrete In\",\r\n Embedment: 500,\r\n ExternalConnector: \"0\",\r\n BaseConnector: \"\",\r\n },\r\n C4: {\r\n Name: \"C4\",\r\n AreaIndex: 0,\r\n ColumnType: \"SHS 90mm x 2mm\",\r\n Height: 2293,\r\n TopBracket: \"\",\r\n GroundConnection: \"Concrete In\",\r\n Embedment: 500,\r\n ExternalConnector: \"0\",\r\n BaseConnector: \"\",\r\n },\r\n },\r\n },\r\n },\r\n};\r\n\r\nexport const FIELDERS_BOM_JOBS = {\r\n FIRC00048: [\r\n {\r\n Add: true,\r\n Category: \"STEEL ROOFING\",\r\n Code: \"CD42DS\",\r\n Desc: \"C-Dek 310 0.42BMT **H**\",\r\n Use: \"\",\r\n Colour: \"Surfmist/Surfmist\",\r\n Area: \"1\",\r\n Qty: \"79 x 1392\",\r\n Length: \"1392\",\r\n CodeBase: \"CD42DS\",\r\n CodeAppend: \"\",\r\n DescAppend: \"\",\r\n \"CL ID\": \"0\",\r\n Fielders_Code: \"CDK42**H**\",\r\n \"CL DATA\": {\r\n 0: null,\r\n },\r\n \"CL HEADERS\": null,\r\n Locked: false,\r\n SubTotalCost: null,\r\n UnitCost: null,\r\n Unit: \"LM\",\r\n MarkupFactor: null,\r\n AncillaryParts:\r\n '{\"AncillaryParts\":[{\"Code\":\"TS1220100B8\",\"Use\":\"Roof Fix\",\"Qty\":\"=((Area.NumInternalPurlins*3)+4)*Qty\",\"Colour\":\"Area.RoofSheetColour\"},{\"Code\":\"TS1220100B8\",\"Qty\":\"=Qty*3\",\"Use\":\"Roof Fix\",\"Colour\":\"Area.RoofSheetColour\",\"Conditions\":{\"Use\":\"!=*B/C Fixed*\"}}]}',\r\n PromptCodes: \"\",\r\n Image_b64: null,\r\n PromptTextCodes: null,\r\n Children: null,\r\n \"Parent Item\": \"\",\r\n ExtraData: null,\r\n Conditions: null,\r\n FixedItemLength: null,\r\n CuttingData: {\r\n 0: null,\r\n },\r\n },\r\n {\r\n Add: true,\r\n Category: \"GUTTERS & ACCESSORIES\",\r\n Code: \"FG\",\r\n Desc: \"Fascia Gutter **\",\r\n Use: \"\",\r\n Colour: \"Monument\",\r\n Area: \"1\",\r\n Qty: \"1 x 24197\",\r\n Length: \"24197\",\r\n CodeBase: \"FG\",\r\n CodeAppend: \"\",\r\n DescAppend: \"\",\r\n \"CL ID\": \"0\",\r\n Fielders_Code: \"FGF55**\",\r\n \"CL DATA\": {\r\n 0: null,\r\n },\r\n \"CL HEADERS\": null,\r\n Locked: false,\r\n SubTotalCost: null,\r\n UnitCost: null,\r\n Unit: \"LM\",\r\n MarkupFactor: null,\r\n AncillaryParts:\r\n '{\"AncillaryParts\":[{\"Code\":\"JSTRAP\",\"Use\":\"Gutter Clip\",\"Qty\":\"=(Length/900)+1\"},{\"Code\":\"SCTF\",\"Qty\":\"=(Length/900)+1\"}]}',\r\n PromptCodes: \"\",\r\n Image_b64: null,\r\n PromptTextCodes: null,\r\n Children: null,\r\n \"Parent Item\": \"\",\r\n ExtraData: null,\r\n Conditions: null,\r\n FixedItemLength: null,\r\n CuttingData: {\r\n 0: null,\r\n },\r\n },\r\n {\r\n Add: true,\r\n Category: \"GUTTERS & ACCESSORIES\",\r\n Code: \"FGLSE\",\r\n Desc: \"Fascia Gutter LH Stop End **\",\r\n Use: \"\",\r\n Colour: \"Monument\",\r\n Area: \"1\",\r\n Qty: \"1\",\r\n Length: \"\",\r\n CodeBase: \"FGLSE\",\r\n CodeAppend: \"\",\r\n DescAppend: \"\",\r\n \"CL ID\": \"0\",\r\n Fielders_Code: \"FGSEL**\",\r\n \"CL DATA\": {\r\n 0: null,\r\n },\r\n \"CL HEADERS\": null,\r\n Locked: false,\r\n SubTotalCost: null,\r\n UnitCost: null,\r\n Unit: \"EA\",\r\n MarkupFactor: null,\r\n AncillaryParts: '{\"AncillaryParts\":[{\"Code\":\"RI43100\",\"Qty\":\"6\",\"Colour\":\"Area.GutterColour\"}]}',\r\n PromptCodes: \"\",\r\n Image_b64: null,\r\n PromptTextCodes: null,\r\n Children: null,\r\n \"Parent Item\": \"FG\",\r\n ExtraData: null,\r\n Conditions: null,\r\n FixedItemLength: null,\r\n CuttingData: {\r\n 0: null,\r\n },\r\n },\r\n {\r\n Add: true,\r\n Category: \"GUTTERS & ACCESSORIES\",\r\n Code: \"FGRSE\",\r\n Desc: \"Fascia Gutter RH Stop End **\",\r\n Use: \"\",\r\n Colour: \"Monument\",\r\n Area: \"1\",\r\n Qty: \"1\",\r\n Length: \"\",\r\n CodeBase: \"FGRSE\",\r\n CodeAppend: \"\",\r\n DescAppend: \"\",\r\n \"CL ID\": \"0\",\r\n Fielders_Code: \"FGSER**\",\r\n \"CL DATA\": {\r\n 0: null,\r\n },\r\n \"CL HEADERS\": null,\r\n Locked: false,\r\n SubTotalCost: null,\r\n UnitCost: null,\r\n Unit: \"EA\",\r\n MarkupFactor: null,\r\n AncillaryParts: '{\"AncillaryParts\":[{\"Code\":\"RI43100\",\"Qty\":\"6\",\"Colour\":\"Area.GutterColour\"}]}',\r\n PromptCodes: \"\",\r\n Image_b64: null,\r\n PromptTextCodes: null,\r\n Children: null,\r\n \"Parent Item\": \"FG\",\r\n ExtraData: null,\r\n Conditions: null,\r\n FixedItemLength: null,\r\n CuttingData: {\r\n 0: null,\r\n },\r\n },\r\n {\r\n Add: true,\r\n Category: \"DOWNPIPES & ACCESSORIES\",\r\n Code: \"PO656Z\",\r\n Desc: \"65X65 Pop Square Zincalume\",\r\n Use: \"\",\r\n Colour: \"Zincalume\",\r\n Area: \"1\",\r\n Qty: \"1\",\r\n Length: \"\",\r\n CodeBase: \"PO656Z\",\r\n CodeAppend: \"\",\r\n DescAppend: \"\",\r\n \"CL ID\": \"0\",\r\n Fielders_Code: \"DPP6565ZL\",\r\n \"CL DATA\": {\r\n 0: null,\r\n },\r\n \"CL HEADERS\": null,\r\n Locked: false,\r\n SubTotalCost: null,\r\n UnitCost: null,\r\n Unit: \"EA\",\r\n MarkupFactor: null,\r\n AncillaryParts: '{\"AncillaryParts\":[{\"Code\":\"RI43100\",\"Qty\":\"8\",\"Colour\":\"Area.GutterColour\"}]}',\r\n PromptCodes: \"\",\r\n Image_b64: null,\r\n PromptTextCodes: null,\r\n Children: null,\r\n \"Parent Item\": \"DP656\",\r\n ExtraData: null,\r\n Conditions: null,\r\n FixedItemLength: null,\r\n CuttingData: {\r\n 0: null,\r\n },\r\n },\r\n {\r\n Add: true,\r\n Category: \"DOWNPIPES & ACCESSORIES\",\r\n Code: \"DP656\",\r\n Desc: \"65X65 Downpipe ** 1800mm\",\r\n Use: \"\",\r\n Colour: \"Monument\",\r\n Area: \"1\",\r\n Qty: \"2 x 1800\",\r\n Length: \"1800\",\r\n CodeBase: \"DP656\",\r\n CodeAppend: \"\",\r\n DescAppend: \"\",\r\n \"CL ID\": \"0\",\r\n Fielders_Code: \"DP6565**18\",\r\n \"CL DATA\": {\r\n 0: null,\r\n },\r\n \"CL HEADERS\": null,\r\n Locked: false,\r\n SubTotalCost: null,\r\n UnitCost: null,\r\n Unit: \"EA\",\r\n MarkupFactor: null,\r\n AncillaryParts: '{\"AncillaryParts\":[{\"Code\":\"RI43100\",\"Qty\":\"8\"},{\"Code\":\"ST656\",\"Qty\":\"=(Length/1200)\"}]}',\r\n PromptCodes: \"Length=1800 AltIndex=DP656_INTERNAL\",\r\n Image_b64: null,\r\n PromptTextCodes: \"Length=1800 AltIndex=DP656_INTERNAL\",\r\n Children: null,\r\n \"Parent Item\": \"\",\r\n ExtraData: null,\r\n Conditions: null,\r\n FixedItemLength: null,\r\n CuttingData: {\r\n 0: null,\r\n },\r\n },\r\n {\r\n Add: true,\r\n Category: \"FLASHING\",\r\n Code: \"CFL22\",\r\n Desc: \"Cen CFL22 C-Dek 310 Barge **H**\",\r\n Use: \"\",\r\n Colour: \"Monument\",\r\n Area: \"1\",\r\n Qty: \"2 x 1332 (Cent 310 Deck Barge Capping)\",\r\n Length: \"1332\",\r\n CodeBase: \"CFL22\",\r\n CodeAppend: \"\",\r\n DescAppend: \"\",\r\n \"CL ID\": \"0\",\r\n Fielders_Code: \"CNCFL22**H**\",\r\n \"CL DATA\": {\r\n 0: null,\r\n },\r\n \"CL HEADERS\": null,\r\n Locked: false,\r\n SubTotalCost: null,\r\n UnitCost: null,\r\n Unit: \"LM\",\r\n MarkupFactor: null,\r\n AncillaryParts:\r\n '{\"AncillaryParts\":[\\n {\"Code\":\"RI43100\",\\n \"Use\":\"Barge Capping Fix\",\\n \"Qty\" : \"14\"},\\n {\"Code\":\"TS1245B8100\",\\n \"Use\":\"Barge Capping Fix\",\\n \"Qty\" : \"=(Length/500) + 2\",\\n \"Conditions\":{\\n \"Desc\":\"!=*No Side Beam*\"\\n }},\\n {\"Code\":\"TS1220100B8\",\\n \"Use\":\"Barge Capping Fix\",\\n \"Qty\" : \"=(Length/500) + 2\",\\n \"Conditions\":{\\n \"Desc\":\"=*No Side Beam*\"\\n }}\\n]}',\r\n PromptCodes: \"\",\r\n Image_b64: null,\r\n PromptTextCodes: null,\r\n Children: null,\r\n \"Parent Item\": \"\",\r\n ExtraData: null,\r\n Conditions: null,\r\n FixedItemLength: null,\r\n CuttingData: {\r\n 0: null,\r\n },\r\n },\r\n {\r\n Add: true,\r\n Category: \"FLASHING\",\r\n Code: \"CFL47\",\r\n Desc: \"Cen CFL47 Barge Cap C-Deck Freespan **H**\",\r\n Use: \"\",\r\n Colour: \"Monument\",\r\n Area: \"1\",\r\n Qty: \"1 x 24197 (Carport 108 Barge Capping)\",\r\n Length: \"24197\",\r\n CodeBase: \"CFL47\",\r\n CodeAppend: \"\",\r\n DescAppend: \"(290mm width cut (CFL47))\",\r\n \"CL ID\": \"0\",\r\n Fielders_Code: \"CNCFL47**H**\",\r\n \"CL DATA\": {\r\n 0: null,\r\n },\r\n \"CL HEADERS\": null,\r\n Locked: false,\r\n SubTotalCost: null,\r\n UnitCost: null,\r\n Unit: \"LM\",\r\n MarkupFactor: null,\r\n AncillaryParts:\r\n '{\"AncillaryParts\":[\\n {\"Code\":\"RI43100\",\\n \"Use\":\"Barge Capping Fix\",\\n \"Qty\" : \"14\"},\\n {\"Code\":\"TS1245B8100\",\\n \"Use\":\"Barge Capping Fix\",\\n \"Qty\" : \"=(Length/500) + 2\",\\n \"Conditions\":{\\n \"Desc\":\"!=*No Side Beam*\"\\n }},\\n {\"Code\":\"TS1220100B8\",\\n \"Use\":\"Barge Capping Fix\",\\n \"Qty\" : \"=(Length/500) + 2\",\\n \"Conditions\":{\\n \"Desc\":\"=*No Side Beam*\"\\n }}\\n]}',\r\n PromptCodes: \"\",\r\n Image_b64: null,\r\n PromptTextCodes: null,\r\n Children: null,\r\n \"Parent Item\": \"\",\r\n ExtraData: null,\r\n Conditions: null,\r\n FixedItemLength: null,\r\n CuttingData: {\r\n 0: null,\r\n },\r\n },\r\n {\r\n Add: true,\r\n Category: \"BEAMS\",\r\n Code: \"BB108\",\r\n Desc: \"Cen Box Beam 108x65x0.95BMT **\",\r\n Use: \"\",\r\n Colour: \"Monument\",\r\n Area: \"1\",\r\n Qty: \"2 x 6497 (Back Fascia Beam)|2 x 5601 (Back Fascia Beam)|1 x 6685 (Fascia Beam)|1 x 6478 (Fascia Beam)|1 x 5499 (Fascia Beam)|1 x 5429 (Fascia Beam)|1 x 1185 (Left Rafter)|1 x 1185 (Right Rafter)\",\r\n Length: \"6497\",\r\n CodeBase: \"BB108\",\r\n CodeAppend: \"\",\r\n DescAppend: \"\",\r\n \"CL ID\": \"0\",\r\n Fielders_Code: \"CBB9510865H**\",\r\n \"CL DATA\": {\r\n 0: null,\r\n 1: null,\r\n 2: null,\r\n 3: null,\r\n 4: null,\r\n 5: null,\r\n 6: null,\r\n 7: null,\r\n },\r\n \"CL HEADERS\": null,\r\n Locked: false,\r\n SubTotalCost: null,\r\n UnitCost: null,\r\n Unit: \"LM\",\r\n MarkupFactor: null,\r\n AncillaryParts:\r\n '{\"AncillaryParts\":[{\"Code\":\"BK2164G\",\"Qty\":\"=(Length/600)+1\",\"Conditions\":{\"Use\":\"=*Wall Beam*\"}}]}',\r\n PromptCodes: \"\",\r\n Image_b64: null,\r\n PromptTextCodes: null,\r\n Children: null,\r\n \"Parent Item\": \"\",\r\n ExtraData: null,\r\n Conditions: null,\r\n FixedItemLength: null,\r\n CuttingData: {\r\n 0: null,\r\n 1: null,\r\n 2: null,\r\n 3: null,\r\n 4: null,\r\n 5: null,\r\n 6: null,\r\n 7: null,\r\n },\r\n },\r\n {\r\n Add: true,\r\n Category: \"POSTS\",\r\n Code: \"BB65\",\r\n Desc: \"Cen Box Beam 65x65x0.95BMT **\",\r\n Use: \"\",\r\n Colour: \"Monument\",\r\n Area: \"1\",\r\n Qty: \"3 x 2979 (Post on Slab (Beam to Side))|3 x 2871 (Post on Slab (Under Beam))\",\r\n Length: \"2979\",\r\n CodeBase: \"BB65\",\r\n CodeAppend: \"\",\r\n DescAppend: \"\",\r\n \"CL ID\": \"0\",\r\n Fielders_Code: \"CBB956565H**\",\r\n \"CL DATA\": {\r\n 0: null,\r\n 1: null,\r\n },\r\n \"CL HEADERS\": null,\r\n Locked: false,\r\n SubTotalCost: null,\r\n UnitCost: null,\r\n Unit: \"LM\",\r\n MarkupFactor: null,\r\n AncillaryParts: \"\",\r\n PromptCodes: \"AltIndex=BB656575\",\r\n Image_b64: null,\r\n PromptTextCodes: \"AltIndex=BB656575\",\r\n Children: null,\r\n \"Parent Item\": \"\",\r\n ExtraData: null,\r\n Conditions: null,\r\n FixedItemLength: null,\r\n CuttingData: {\r\n 0: null,\r\n 1: null,\r\n },\r\n },\r\n {\r\n Add: true,\r\n Category: \"POSTS\",\r\n Code: \"CBBS65\",\r\n Desc: \"Cen 65X65 Box Beam Post Shoe Gloss **\",\r\n Use: \"\",\r\n Colour: \"Monument\",\r\n Area: \"1\",\r\n Qty: \"6 (For Post)\",\r\n Length: \"\",\r\n CodeBase: \"CBBS65\",\r\n CodeAppend: \"\",\r\n DescAppend: \"\",\r\n \"CL ID\": \"0\",\r\n Fielders_Code: \"CNBBPS26565H**\",\r\n \"CL DATA\": {\r\n 0: null,\r\n },\r\n \"CL HEADERS\": null,\r\n Locked: false,\r\n SubTotalCost: null,\r\n UnitCost: null,\r\n Unit: \"EA\",\r\n MarkupFactor: null,\r\n AncillaryParts: \"\",\r\n PromptCodes: \"\",\r\n Image_b64: null,\r\n PromptTextCodes: null,\r\n Children: null,\r\n \"Parent Item\": \"BB65\",\r\n ExtraData: null,\r\n Conditions: null,\r\n FixedItemLength: null,\r\n CuttingData: {\r\n 0: null,\r\n },\r\n },\r\n {\r\n Add: true,\r\n Category: \"BRACKETS\",\r\n Code: \"MSJ\",\r\n Desc: \"****** Product Not Found: (For Back Fascia Beam) \r\n Are you sure you would like to IRREVERSIBLY DELETE this Business ({currentBusiness.Name})?\r\n
\r\n \");\r\n return json.replace(\r\n /(\"(\\\\u[a-zA-Z0-9]{4}|\\\\[^u]|[^\\\\\"])*\"(\\s*:)?|\\b(true|false|null)\\b|-?\\d+(?:\\.\\d*)?(?:[eE][+\\-]?\\d+)?)/g,\r\n function (match) {\r\n var cls = \"number\";\r\n if (/^\"/.test(match)) {\r\n if (/:$/.test(match)) {\r\n cls = \"key\";\r\n } else {\r\n cls = \"string\";\r\n }\r\n } else if (/true|false/.test(match)) {\r\n cls = \"boolean\";\r\n } else if (/null/.test(match)) {\r\n cls = \"null\";\r\n }\r\n // let data = match.replaceAll(\"\\r\\n\", '
');\r\n // console.log(data);\r\n return '' + match + \"\";\r\n }\r\n );\r\n}\r\n\r\nexport async function canLoadJobs({ app, user }) {\r\n // Use Promise.all to start all jobs concurrently\r\n let loadBoms = await getBomTest();\r\n let loadLoads = await getLoadTest();\r\n let jobs;\r\n if (loadBoms && loadLoads) {\r\n jobs = Object.keys(loadBoms);\r\n } else jobs = window.brand === \"Lysaght\" ? getLysaghtJobList() : getFieldersJobList();\r\n let testConfig = GetTestConfig({ brand: window.brand });\r\n const results = await Promise.all(\r\n jobs.map(async (job) => {\r\n const expectedBOM = loadBoms\r\n ? loadBoms[job]\r\n : window.brand === \"Lysaght\"\r\n ? getLysaghtJobOldBom({ jobId: job })\r\n : getFieldersJobOldBom({ jobId: job });\r\n\r\n const loadedJob = await getJob({ jobId: job, app, testConfig, user_data: user });\r\n const loadedJobBom = await getJobBom({\r\n job_data: loadedJob,\r\n jobId: job,\r\n testConfig,\r\n app,\r\n });\r\n\r\n return loadedJobBom != null;\r\n })\r\n );\r\n\r\n // Check if every result is true\r\n const allLoaded = results.every((result) => result === true);\r\n\r\n return allLoaded;\r\n}\r\n\r\nexport async function bomPassTest({ app, user }) {\r\n // Use Promise.all to start all jobs concurrently\r\n let loadBoms = await getBomTest();\r\n let loadLoads = await getLoadTest();\r\n let jobs;\r\n if (loadBoms && loadLoads) {\r\n jobs = Object.keys(loadBoms);\r\n } else jobs = window.brand === \"Lysaght\" ? getLysaghtJobList() : getFieldersJobList();\r\n let testConfig = GetTestConfig({ brand: window.brand });\r\n\r\n const batchSize = 3;\r\n\r\n const processBatch = async (batch) => {\r\n return Promise.all(\r\n batch.map(async (job) => {\r\n const expectedBOM = loadBoms\r\n ? loadBoms[job]\r\n : window.brand === \"Lysaght\"\r\n ? getLysaghtJobOldBom({ jobId: job })\r\n : getFieldersJobOldBom({ jobId: job });\r\n\r\n const loadedJob = await getJob({ jobId: job, app, testConfig, user_data: user });\r\n const loadedJobBom = await getJobBom({\r\n job_data: loadedJob,\r\n jobId: job,\r\n testConfig,\r\n app,\r\n });\r\n\r\n return arraysAreEqual(expectedBOM, loadedJobBom.bom_system.system_items.items);\r\n })\r\n );\r\n };\r\n\r\n const results = [];\r\n for (let i = 0; i < jobs.length; i += batchSize) {\r\n const batch = jobs.slice(i, i + batchSize);\r\n const batchResults = await processBatch(batch);\r\n results.push(...batchResults);\r\n }\r\n\r\n // Check if every result is true\r\n const allEqual = results.every((result) => result === true);\r\n\r\n return allEqual;\r\n}\r\n\r\nexport default function DebugTools(props) {\r\n const classes = useStyles();\r\n const dispatch = useDispatch();\r\n const [intialise, setIntialise] = React.useState(false);\r\n const [diagnosticData, setDiagnosticData] = React.useState(null);\r\n const [diagnosticDataProd, setDiagnosticDataProd] = React.useState(null);\r\n const [diagnosticDataTest, setDiagnosticDataTest] = React.useState(null);\r\n const [method, setMethod] = React.useState(\"GET\");\r\n const [loading, setLoading] = React.useState(\"\");\r\n const [progress, setProgress] = React.useState(0);\r\n const [flushStatus, setFlushStatus] = React.useState(\"\");\r\n\r\n const [statusUpdateProd, SetStatusUpdateProd] = React.useState(null);\r\n const [statusUpdateTest, SetStatusUpdateTest] = React.useState(null);\r\n\r\n const [lyvesCode, setLyvesCode] = React.useState(\"\");\r\n\r\n const [json_data, set_json_data_to_view] = React.useState({});\r\n let json_data_to_view = json_data;\r\n if (diagnosticData) json_data_to_view[\"LOCAL\"] = diagnosticData;\r\n if (diagnosticDataTest) json_data_to_view[\"TEST\"] = diagnosticDataTest;\r\n if (diagnosticDataProd) json_data_to_view[\"PRODUCTION\"] = diagnosticDataProd;\r\n\r\n const [APITestURL, setAPITestURL] = React.useState(API_BASE() + \"IsAlive\");\r\n\r\n const config = useSelector((state) => state.config);\r\n const job = useSelector((state) => state.job);\r\n const pricefile = useSelector((state) => state.app.pricefile);\r\n const user = useSelector((state) => state.app.user);\r\n const app = useSelector((state) => state.app);\r\n const [poa, setPOA] = React.useState(job?.App?.temp_POA ? job.App.temp_POA : config?.region?.id);\r\n\r\n console.log(config);\r\n\r\n let brand = window.LYSAGHT ? \"Lysaght\" : \"Fielders\";\r\n\r\n React.useEffect(() => {\r\n if (!intialise) {\r\n let api_url = API_BASE() + \"IsAlive/\";\r\n fetchTimeout(api_url, {\r\n method: \"POST\",\r\n })\r\n .then((response) => response.json())\r\n .then((json) => {\r\n console.log(json);\r\n // let new_data = { ...json_data_to_view };\r\n // new_data[\"LOCAL\"] = json;\r\n // set_json_data_to_view(new_data);\r\n setDiagnosticData(json);\r\n // setBusinessList(json);\r\n // setLoading(false);\r\n setIntialise(true);\r\n })\r\n .catch((e) => {\r\n console.log(\"ERROR\", e);\r\n // setBusinessList([]);\r\n });\r\n\r\n let api_url_test = \"https://test.centenarydesignsuite.fielders.com.au/api/IsAlive/\";\r\n fetchTimeout(api_url_test, {\r\n method: \"POST\",\r\n })\r\n .then((response) => response.json())\r\n .then((json) => {\r\n // console.log(json);\r\n // let new_data = { ...json_data_to_view };\r\n // new_data[\"TEST\"] = json;\r\n // set_json_data_to_view(new_data);\r\n setDiagnosticDataTest(json);\r\n // setBusinessList(json);\r\n // setLoading(false);\r\n setIntialise(true);\r\n })\r\n .catch((e) => {\r\n console.log(\"ERROR\", e);\r\n // setBusinessList([]);\r\n });\r\n\r\n let api_url_prod = \"https://centenarydesignsuite.fielders.com.au/api/IsAlive/\";\r\n fetchTimeout(api_url_prod, {\r\n method: \"POST\",\r\n })\r\n .then((response) => response.json())\r\n .then((json) => {\r\n // console.log(json);\r\n setDiagnosticDataProd(json);\r\n // let new_data = { ...json_data_to_view };\r\n // new_data[\"PRODUCTION\"] = json;\r\n // set_json_data_to_view(new_data);\r\n // setBusinessList(json);\r\n // setLoading(false);\r\n setIntialise(true);\r\n })\r\n .catch((e) => {\r\n console.log(\"ERROR\", e);\r\n // setBusinessList([]);\r\n });\r\n }\r\n }, [intialise]);\r\n\r\n const item_template = {\r\n Add: true,\r\n Category: \"STEEL ROOFING\",\r\n Code: \"CD42DS\",\r\n Desc: \"C-Dek 310 0.42BMT **H**\",\r\n Use: \"\",\r\n Colour: \"Classic Cream\",\r\n Area: \"0\",\r\n Qty: \"1\",\r\n Length: \"1000\",\r\n CodeBase: \"CD42DS\",\r\n CodeAppend: \"\",\r\n DescAppend: \"\",\r\n \"CL ID\": \"0\",\r\n Fielders_Code: \"\",\r\n \"CL DATA\": {},\r\n \"CL HEADERS\": null,\r\n Locked: false,\r\n SubTotalCost: null,\r\n UnitCost: null,\r\n Unit: \"LM\",\r\n MarkupFactor: null,\r\n AncillaryParts: \"\",\r\n PromptCodes: \"\",\r\n Children: [],\r\n \"Parent Item\": \"\",\r\n ExtraData: null,\r\n CuttingData: {},\r\n ProductListItem: \"\",\r\n QtyCalculated: null,\r\n LinkedItemsData: null,\r\n matched_state: \"no_match\",\r\n Image_b64: \"\",\r\n };\r\n\r\n //#region DES-712\r\n const flattenJSON = (obj = {}, res = {}, extraKey = \"\") => {\r\n let key = \"\";\r\n for (key in obj) {\r\n if (typeof obj[key] !== \"object\") {\r\n res[extraKey + key] = obj[key];\r\n } else {\r\n flattenJSON(obj[key], res, `${extraKey}${key}.`);\r\n }\r\n }\r\n return res;\r\n };\r\n\r\n const exportExcel = () => {\r\n //generateDocumentToShow(\"Order List\");\r\n\r\n if (!job?.QuoteParameters?.BOM?.SystemList?.items) {\r\n alert(\"there is no current job loaded, or current job does not have any BOM items generated yet\");\r\n return;\r\n }\r\n\r\n var XLSX = require(\"xlsx\");\r\n let systemList = [];\r\n\r\n for (var index in job?.QuoteParameters?.BOM?.SystemList?.items) {\r\n systemList.push(flattenJSON(job?.QuoteParameters?.BOM?.SystemList?.items[index]));\r\n }\r\n const worksheet = XLSX.utils.json_to_sheet(systemList);\r\n const workbook = XLSX.utils.book_new();\r\n\r\n XLSX.utils.book_append_sheet(workbook, worksheet, \"BOM\");\r\n\r\n //buffer\r\n let buf = XLSX.write(workbook, { bookType: \"xlsx\", type: \"buffer\" });\r\n //Binary string\r\n XLSX.write(workbook, { bookType: \"xlsx\", type: \"binary\" });\r\n\r\n XLSX.writeFile(workbook, \"BOM.xlsx\");\r\n };\r\n //#endregion\r\n\r\n const AddAllItems = () => {\r\n let all_pitches = [15, 20, 25, 30];\r\n let order_list = [];\r\n for (let pricefile_item of pricefile.data) {\r\n if (pricefile_item.Brand === \"LLD\") continue;\r\n let all_colours = pricefile_item.Colours;\r\n if (all_colours) all_colours = all_colours.split(\",\");\r\n if (!all_colours) all_colours = [...config.colour_arrays?.Colorbond];\r\n if (typeof all_colours === \"String\") all_colours = [all_colours];\r\n\r\n if (pricefile_item.ProductCode.includes(\"**\") && pricefile_item.ProductCode.includes(\"@@\")) {\r\n let num_items = all_pitches.length * all_colours.length;\r\n console.log(\"adding **@@\" + num_items + \" items for \" + pricefile_item.ProductIndex);\r\n //iterate all colours AND pitches\r\n for (let angle of all_pitches) {\r\n //iterate all colours\r\n if (all_colours)\r\n for (let colour_str of all_colours) {\r\n let colour = colour_str.trim();\r\n if (config?.colour_map?.[colour]?.Code) {\r\n // code, proceed\r\n let code = config?.colour_map?.[colour]?.Code;\r\n let new_item = { ...item_template };\r\n new_item.Code = pricefile_item.ProductIndex;\r\n new_item.Fielders_Code = pricefile_item.ProductCode.replace(\"**\", code).replace(\r\n \"@@\",\r\n angle\r\n );\r\n new_item.Qty = \"1\";\r\n if (pricefile_item.SellingUOM == \"LM\") new_item.Length = \"1000\";\r\n else new_item.Length = \"\";\r\n new_item.Category = pricefile_item.GroupingName;\r\n new_item.CodeBase = pricefile_item.ProductIndex;\r\n new_item.Desc = pricefile_item.ProductDescription.replace(\"**\", colour).replace(\r\n \"@@\",\r\n angle\r\n );\r\n order_list.push(new_item);\r\n }\r\n }\r\n }\r\n } else if (pricefile_item.ProductCode.includes(\"@@\")) {\r\n let num_items = all_pitches.length;\r\n console.log(\"adding @@ \" + num_items + \" items for \" + pricefile_item.ProductIndex);\r\n //iterate all angles\r\n for (let angle of all_pitches) {\r\n // code, proceed\r\n let new_item = { ...item_template };\r\n new_item.Code = pricefile_item.ProductIndex;\r\n new_item.Fielders_Code = pricefile_item.ProductCode.replace(\"@@\", angle);\r\n new_item.Qty = \"1\";\r\n if (pricefile_item.SellingUOM == \"LM\") new_item.Length = \"1000\";\r\n else new_item.Length = \"\";\r\n new_item.Category = pricefile_item.GroupingName;\r\n new_item.CodeBase = pricefile_item.ProductIndex;\r\n new_item.Desc = pricefile_item.ProductDescription.replace(\"@@\", angle);\r\n order_list.push(new_item);\r\n }\r\n } else if (pricefile_item.ProductCode.includes(\"**\")) {\r\n let num_items = all_colours.length;\r\n console.log(\"adding ** \" + num_items + \" items for \" + pricefile_item.ProductIndex);\r\n //iterate all colours\r\n if (all_colours)\r\n for (let colour_str of all_colours) {\r\n let colour = colour_str.trim();\r\n if (config?.colour_map?.[colour]?.Code) {\r\n // code, proceed\r\n let code = config?.colour_map?.[colour]?.Code;\r\n let new_item = { ...item_template };\r\n new_item.Code = pricefile_item.ProductIndex;\r\n new_item.Fielders_Code = pricefile_item.ProductCode.replace(\"**\", code);\r\n new_item.Qty = \"1\";\r\n if (pricefile_item.SellingUOM == \"LM\") new_item.Length = \"1000\";\r\n else new_item.Length = \"\";\r\n new_item.Category = pricefile_item.GroupingName;\r\n new_item.CodeBase = pricefile_item.ProductIndex;\r\n new_item.Desc = pricefile_item.ProductDescription.replace(\"**\", colour);\r\n order_list.push(new_item);\r\n }\r\n }\r\n } else {\r\n //just add it\r\n let new_item = { ...item_template };\r\n new_item.Code = pricefile_item.ProductIndex;\r\n new_item.Fielders_Code = pricefile_item.ProductCode;\r\n new_item.Qty = \"1\";\r\n if (pricefile_item.SellingUOM == \"LM\") new_item.Length = \"1000\";\r\n else new_item.Length = \"\";\r\n new_item.Category = pricefile_item.GroupingName;\r\n new_item.CodeBase = pricefile_item.ProductIndex;\r\n new_item.Desc = pricefile_item.ProductDescription;\r\n order_list.push(new_item);\r\n }\r\n }\r\n\r\n let output = \"\";\r\n\r\n for (let new_item of order_list) {\r\n output +=\r\n new_item.Code +\r\n \",\" +\r\n new_item.Fielders_Code +\r\n \",\" +\r\n new_item.Qty +\r\n \",\" +\r\n new_item.Length +\r\n \",\" +\r\n new_item.Category +\r\n \",\" +\r\n new_item.Desc +\r\n \"\\n\";\r\n }\r\n\r\n var element = document.createElement(\"a\");\r\n element.setAttribute(\"href\", \"data:text/plain;charset=utf-8,\" + encodeURIComponent(output));\r\n element.setAttribute(\"download\", job.id + \"_BIGORDERLIST.JSON\");\r\n\r\n element.style.display = \"none\";\r\n document.body.appendChild(element);\r\n\r\n element.click();\r\n document.body.removeChild(element);\r\n\r\n console.log(order_list);\r\n\r\n let order_list_bom = {\r\n items: order_list,\r\n total_price: 1,\r\n total_eprice: 1,\r\n };\r\n dispatch(updateBOMOrderData(order_list_bom));\r\n };\r\n\r\n const RestartQQServerUsingHelper = () => {\r\n setLoading(\"Restart\");\r\n let api_url = API_BASE() + \"admin/SendHelperCommand?command=RestartAll\";\r\n fetchTimeout(api_url, {\r\n method: \"GET\",\r\n })\r\n .then((response) => response.json())\r\n .then((json) => {\r\n console.log(json);\r\n setLoading(\"\");\r\n })\r\n .catch((e) => {\r\n console.log(\"ERROR\", e);\r\n setLoading(\"\");\r\n });\r\n };\r\n const UpdateQQServerUsingHelper = () => {\r\n setLoading(\"Update\");\r\n let api_url = API_BASE() + \"admin/SendHelperCommand?command=UpdateQQ\";\r\n fetchTimeout(api_url, {\r\n method: \"GET\",\r\n })\r\n .then((response) => response.json())\r\n .then((json) => {\r\n console.log(json);\r\n dispatch(loadUser(user.id, \"cent2021\")).then((result) => {\r\n console.log(\"load user\", result);\r\n setLoading(\"\");\r\n });\r\n })\r\n .catch((e) => {\r\n console.log(\"ERROR\", e);\r\n setLoading(\"\");\r\n });\r\n };\r\n\r\n const GetUserList = () => {\r\n let api_url = API_BASE() + \"admin/GetUserSummaryAsync\";\r\n fetchTimeout(api_url, {\r\n method: \"GET\",\r\n })\r\n .then((response) => response.json())\r\n .then((json) => {\r\n console.log(json);\r\n let new_data = { ...json_data_to_view };\r\n new_data[\"USER SUMMARY\"] = json;\r\n set_json_data_to_view(new_data);\r\n })\r\n .catch((e) => {\r\n console.log(\"ERROR\", e);\r\n setLoading(\"\");\r\n });\r\n };\r\n\r\n function objectsAreEqual(obj1, obj2) {\r\n // Implement your custom comparison logic here\r\n // For example, you can compare specific properties of the objects\r\n\r\n // For a basic comparison of all properties, you can use JSON.stringify:\r\n return JSON.stringify(obj1) === JSON.stringify(obj2);\r\n }\r\n\r\n function findDifferentItems(arr1, arr2) {\r\n const differentItems = [];\r\n\r\n if (!Array.isArray(arr1) || !Array.isArray(arr2)) {\r\n // Handle cases where arr1 or arr2 is not an array\r\n return differentItems;\r\n }\r\n\r\n for (const item1 of arr1) {\r\n // Check if item1 is null or has Add: null, and continue if true\r\n if (!item1 || item1?.Add === null || item1?.Code === \"MSJ\") {\r\n continue;\r\n }\r\n\r\n const matchingItem = arr2.find(\r\n (item2) =>\r\n item1?.Code === item2?.Code &&\r\n item1?.Qty === item2?.Qty &&\r\n item1?.CodeBase === item2?.CodeBase &&\r\n item1?.DescAppend === item2?.DescAppend\r\n );\r\n\r\n // If no matching item was found, add item1 to differentItems\r\n if (!matchingItem) {\r\n differentItems.push(item1);\r\n }\r\n }\r\n\r\n for (const item2 of arr2) {\r\n // Check if item2 is null or has Add: null, and continue if true\r\n if (!item2 || item2?.Add === null || item2?.Code === \"MSJ\") {\r\n continue;\r\n }\r\n\r\n const matchingItem = arr1.find(\r\n (item1) =>\r\n item1?.Code === item2?.Code &&\r\n item1?.Qty === item2?.Qty &&\r\n item1?.CodeBase === item2?.CodeBase &&\r\n item1?.DescAppend === item2?.DescAppend\r\n );\r\n\r\n // If no matching item was found, add item2 to differentItems\r\n if (!matchingItem) {\r\n differentItems.push(item2);\r\n }\r\n }\r\n\r\n return differentItems;\r\n }\r\n\r\n const GetTestScripts = async (resync) => {\r\n setLoading(\"tests\");\r\n\r\n let loadBoms = await getBomTest();\r\n let loadLoads = await getLoadTest();\r\n let jobs;\r\n if (loadBoms && loadLoads) {\r\n jobs = Object.keys(loadBoms);\r\n } else jobs = window.brand === \"Lysaght\" ? getLysaghtJobList() : getFieldersJobList();\r\n\r\n console.log(jobs);\r\n\r\n let new_data = { ...json_data_to_view };\r\n const totalJobs = jobs.length;\r\n let completedJobs = 0;\r\n\r\n const testConfig = GetTestConfig({ brand: window.brand });\r\n\r\n let syncBom = {};\r\n let syncLoad = {};\r\n\r\n const processJobData = async (job) => {\r\n if (!new_data[\"Job Data\"] || !new_data[\"Job Data\"][job]) {\r\n new_data[\"Job Data\"] = { ...new_data[\"Job Data\"], [job]: { job: {}, bom: {}, loads: {}, tests: {} } };\r\n }\r\n\r\n const loadedJob = await getJob({ jobId: job, app, testConfig, user_data: user });\r\n new_data[\"Job Data\"][job][\"job\"] = loadedJob;\r\n\r\n const loadedJobBom = await getJobBom({\r\n job_data: loadedJob,\r\n jobId: job,\r\n testConfig,\r\n app,\r\n });\r\n new_data[\"Job Data\"][job][\"bom\"] = loadedJobBom;\r\n\r\n const loadedJobLoads = await getJobEngineering({ job_data: loadedJob, jobId: job, testConfig, app });\r\n new_data[\"Job Data\"][job][\"loads\"] = loadedJobLoads;\r\n\r\n const expectedBOM = loadBoms\r\n ? loadBoms[job]\r\n : window.brand === \"Lysaght\"\r\n ? getLysaghtJobOldBom({ jobId: job })\r\n : getFieldersJobOldBom({ jobId: job });\r\n\r\n const expectedLoad = loadLoads\r\n ? loadLoads[job]\r\n : window.brand === \"Lysaght\"\r\n ? getLysaghtOldJobLoad({ jobId: job })\r\n : getFieldersOldJobLoad({ jobId: job });\r\n\r\n const compareBoms = {\r\n Expected: expectedBOM,\r\n Actual: loadedJobBom.bom_system.system_items.items,\r\n Equal: arraysAreEqual(expectedBOM, loadedJobBom.bom_system.system_items.items),\r\n differentItems: findDifferentItems(expectedBOM, loadedJobBom.bom_system.system_items.items),\r\n };\r\n\r\n if (resync) {\r\n syncBom[job] = loadedJobBom.bom_system.system_items.items;\r\n syncLoad[job] = loadedJobLoads.EngineeringResults;\r\n }\r\n\r\n new_data[\"Job Data\"][job][\"tests\"][\"bom\"] = compareBoms;\r\n\r\n const compareLoads = {\r\n Expected: expectedLoad,\r\n Actual: loadedJobLoads.EngineeringResults,\r\n };\r\n\r\n new_data[\"Job Data\"][job][\"tests\"][\"loads\"] = compareLoads;\r\n\r\n // Calculate the difference between expected and actual BOM\r\n const bomDiff = jsondiffpatch.diff(compareBoms.Expected, compareBoms.Actual);\r\n\r\n // Calculate the difference between expected and actual loads\r\n const loadsDiff = jsondiffpatch.diff(compareLoads.Expected, compareLoads.Actual);\r\n\r\n // Add the differences to the tests object\r\n new_data[\"Job Data\"][job][\"tests\"][\"bomDiff\"] = bomDiff;\r\n new_data[\"Job Data\"][job][\"tests\"][\"loadsDiff\"] = loadsDiff;\r\n\r\n // Determine the prefix based on comparison result\r\n const prefix = compareBoms.Equal ? \"✓\" : \"⮾\";\r\n\r\n // Create a new key in the \"Job Data\" object with the prefix and the original job key\r\n const prefixedJobKey = `${prefix} ${job}`;\r\n new_data[\"Job Data\"][prefixedJobKey] = new_data[\"Job Data\"][job];\r\n\r\n // Optionally, you can remove the original job key if it's no longer needed\r\n delete new_data[\"Job Data\"][job];\r\n\r\n // Calculate progress and update the state\r\n completedJobs++;\r\n const currentProgress = (completedJobs / totalJobs) * 100;\r\n setProgress(currentProgress);\r\n };\r\n\r\n const processJobsConcurrently = async (jobs) => {\r\n const batchSize = 3;\r\n\r\n for (let i = 0; i < jobs.length; i += batchSize) {\r\n const batch = jobs.slice(i, i + batchSize);\r\n await Promise.all(batch.map((job) => processJobData(job)));\r\n }\r\n };\r\n\r\n // Call the new function with your jobs array\r\n await processJobsConcurrently(jobs);\r\n\r\n if (resync) {\r\n syncBomTest({ newBom: syncBom });\r\n syncLoadTest({ newLoad: syncLoad });\r\n // Reset loading state and progress\r\n setLoading(\"\");\r\n setProgress(0);\r\n return;\r\n }\r\n\r\n console.log(new_data[\"Job Data\"]);\r\n // Check if all BOMS match and add passed variable\r\n const pass = Object.values(new_data[\"Job Data\"]).every((obj) =>\r\n Object.keys(obj).every((key) => {\r\n console.log(obj[key]);\r\n return obj[key] === \"✓\";\r\n })\r\n );\r\n\r\n new_data[\"Job Data\"][\"Passed\"] = pass;\r\n\r\n // Now, update the state with the final new_data\r\n set_json_data_to_view(new_data);\r\n\r\n // Reset loading state and progress\r\n setLoading(\"\");\r\n setProgress(0);\r\n };\r\n\r\n console.log(json_data_to_view);\r\n\r\n const GetPriceFile = () => {\r\n let api_url = API_BASE() + \"/admin/GetPriceFileData\";\r\n\r\n fetchTimeout(api_url, {\r\n method: \"GET\",\r\n })\r\n .then((response) => response.json())\r\n .then((json) => {\r\n console.log(json);\r\n const priceFileData = json.PRICE_FILE.data;\r\n\r\n if (!Array.isArray(priceFileData)) {\r\n console.error(\"JSON data is not an array of objects.\");\r\n setLoading(\"\");\r\n return;\r\n }\r\n\r\n if (priceFileData.length === 0) {\r\n console.warn(\"JSON data is empty.\");\r\n setLoading(\"\");\r\n return;\r\n }\r\n\r\n // Create a new Excel workbook\r\n const workbook = new ExcelJS.Workbook();\r\n const worksheet = workbook.addWorksheet(\"PriceFile\");\r\n\r\n // Define the headers (assuming your object keys represent the column names)\r\n const headers = Object.keys(priceFileData[0]);\r\n\r\n // Add headers to the worksheet\r\n worksheet.addRow(headers);\r\n\r\n // Add data rows to the worksheet\r\n priceFileData.forEach((row) => {\r\n const rowData = headers.map((header) => row[header]);\r\n worksheet.addRow(rowData);\r\n });\r\n\r\n // Generate a blob from the workbook\r\n return workbook.xlsx.writeBuffer();\r\n })\r\n .then((buffer) => {\r\n // Use FileSaver.js to trigger the download\r\n const blob = new Blob([buffer], {\r\n type: \"application/vnd.openxmlformats-officedocument.spreadsheetml.sheet\",\r\n });\r\n saveAs(blob, \"Pricefile.xlsx\");\r\n })\r\n .catch((e) => {\r\n console.log(\"ERROR\", e);\r\n setLoading(\"\");\r\n });\r\n };\r\n\r\n const GetPricingReport = () => {\r\n let api_url = API_BASE() + \"/admin/GetPriceFileData\";\r\n\r\n fetchTimeout(api_url, {\r\n method: \"GET\",\r\n })\r\n .then((response) => response.json())\r\n .then((json) => {\r\n console.log(json);\r\n const priceFileData = json.PRICE_FILE.data;\r\n\r\n if (!Array.isArray(priceFileData)) {\r\n console.error(\"JSON data is not an array of objects.\");\r\n setLoading(\"\");\r\n return;\r\n }\r\n\r\n if (priceFileData.length === 0) {\r\n console.warn(\"JSON data is empty.\");\r\n setLoading(\"\");\r\n return;\r\n }\r\n\r\n // Create a new Excel workbook\r\n const workbook = new ExcelJS.Workbook();\r\n const worksheet = workbook.addWorksheet(\"PricingReport\");\r\n\r\n // Define the headers (assuming your object keys represent the column names)\r\n let headers = Object.keys(priceFileData[0]).filter((header) =>\r\n [\"ProductIndex\", \"ProductCode\", \"ProductGroup\", \"SubGroup\"].includes(header)\r\n ); // Removed \"State\" from here\r\n\r\n headers.push(\"Brand\"); // Renamed \"State\" to \"Brand\"\r\n headers.push(\"State-LLD\");\r\n headers.push(\"State-CDS\");\r\n\r\n // Add headers to the worksheet\r\n const headerRow = worksheet.addRow(headers);\r\n\r\n // Set filtering for all headers\r\n worksheet.autoFilter = {\r\n from: {\r\n row: headerRow.number,\r\n column: 1,\r\n },\r\n to: {\r\n row: headerRow.number,\r\n column: headers.length,\r\n },\r\n };\r\n\r\n headerRow.eachCell((cell) => {\r\n cell.font = { bold: true };\r\n });\r\n\r\n // Define a style for empty cells\r\n const emptyCellStyle = {\r\n type: \"pattern\",\r\n pattern: \"solid\",\r\n fgColor: { argb: \"FFD3D3D3\" }, // Light gray color\r\n };\r\n\r\n // Add data rows to the worksheet\r\n priceFileData.forEach((row) => {\r\n const rowData = headers.map((header) => {\r\n if (header === \"State-LLD\") {\r\n let stateData = row[\"State\"]; // Assuming this is the correct path to your state data\r\n return stateData.hasOwnProperty(\"LLD\") ? stateData[\"LLD\"].join(\", \") : \"\";\r\n } else if (header === \"State-CDS\") {\r\n let stateData = row[\"State\"]; // Assuming this is the correct path to your state data\r\n return stateData.hasOwnProperty(\"CDS\") ? stateData[\"CDS\"].join(\", \") : \"\";\r\n } else if (header === \"Brand\") {\r\n // Use the new \"Brand\" header\r\n let stateData = row[\"State\"];\r\n let brands = [];\r\n if (stateData.hasOwnProperty(\"LLD\") && stateData[\"LLD\"].length > 0) {\r\n brands.push(\"LLD\");\r\n }\r\n if (stateData.hasOwnProperty(\"CDS\") && stateData[\"CDS\"].length > 0) {\r\n brands.push(\"CDS\");\r\n }\r\n return brands.join(\", \"); // Join multiple brands with comma\r\n }\r\n // Return the original data for all other headers\r\n return row[header];\r\n });\r\n const newRow = worksheet.addRow(rowData);\r\n newRow.eachCell((cell, colNumber) => {\r\n if (cell.value === \"\") {\r\n cell.fill = emptyCellStyle; // Set cells with no value to gray\r\n }\r\n });\r\n });\r\n\r\n // Generate a blob from the workbook\r\n return workbook.xlsx.writeBuffer();\r\n })\r\n .then((buffer) => {\r\n // Use FileSaver.js to trigger the download\r\n const blob = new Blob([buffer], {\r\n type: \"application/vnd.openxmlformats-officedocument.spreadsheetml.sheet\",\r\n });\r\n saveAs(blob, \"PricingReport.xlsx\");\r\n })\r\n .catch((e) => {\r\n console.log(\"ERROR\", e);\r\n setLoading(\"\");\r\n });\r\n };\r\n\r\n const GetUnpricedItems = () => {\r\n let api_url = API_BASE() + \"/admin/GetProdAccountsNotPriced?lyves_account=\" + lyvesCode;\r\n\r\n fetchTimeout(api_url, {\r\n method: \"GET\",\r\n })\r\n .then((response) => response.json())\r\n .then((json) => {\r\n console.log(json);\r\n var element = document.createElement(\"a\");\r\n element.setAttribute(\r\n \"href\",\r\n \"data:text/plain;charset=utf-8,\" + encodeURIComponent(JSON.stringify(json, null, 2))\r\n );\r\n element.setAttribute(\"download\", (lyvesCode ? lyvesCode : \"ALL_LLD_ACTIVE\") + \"_no_eprices.json\");\r\n\r\n element.style.display = \"none\";\r\n document.body.appendChild(element);\r\n\r\n element.click();\r\n document.body.removeChild(element);\r\n })\r\n .catch((e) => {\r\n console.log(\"ERROR\", e);\r\n setLoading(\"\");\r\n });\r\n };\r\n\r\n const FlushCaches = () => {\r\n setLoading(\"FlushCache\");\r\n setFlushStatus(\"...flushing\");\r\n let api_url = API_BASE() + \"admin/FlushCaches\";\r\n fetchTimeout(api_url, {\r\n method: \"POST\",\r\n })\r\n .then((response) => response.json())\r\n .then((json) => {\r\n setLoading(\"\");\r\n setFlushStatus(\"...Success!\");\r\n alert(\"success updating Flushing Caches\");\r\n })\r\n .catch((e) => {\r\n console.log(\"ERROR\", e);\r\n setFlushStatus(\"...Error!\");\r\n setLoading(\"\");\r\n });\r\n };\r\n\r\n const SyncTestToDev = () => {\r\n setLoading(\"SyncDev\");\r\n let api_url = API_BASE() + \"admin/SyncTestToDev\";\r\n fetchTimeout(api_url, {\r\n method: \"POST\",\r\n })\r\n .then((response) => response.json())\r\n .then((json) => {\r\n console.log(json);\r\n dispatch(loadUser(user.id, \"cent2021\")).then((result) => {\r\n console.log(\"load user\", result);\r\n setLoading(\"\");\r\n alert(\"success updating DEV SERVERS\");\r\n });\r\n })\r\n .catch((e) => {\r\n console.log(\"ERROR\", e);\r\n setLoading(\"\");\r\n alert(\"Error flushing cache: \" + e);\r\n });\r\n };\r\n\r\n const SyncTestToProd = () => {\r\n setLoading(\"SyncProd\");\r\n let api_url = API_BASE() + \"admin/SyncTestToProd\";\r\n fetchTimeout(api_url, {\r\n method: \"POST\",\r\n })\r\n .then((response) => response.json())\r\n .then((json) => {\r\n console.log(json);\r\n dispatch(loadUser(user.id, \"cent2021\")).then((result) => {\r\n console.log(\"load user\", result);\r\n setLoading(\"\");\r\n alert(\"success updating PRODUCTION SERVERS\");\r\n });\r\n })\r\n .catch((e) => {\r\n console.log(\"ERROR\", e);\r\n setLoading(\"\");\r\n });\r\n };\r\n\r\n const setPOAConfig = (new_poa) => {};\r\n\r\n const toggleBrand = (event, value = null) => {\r\n window.brand = value;\r\n if (window.brand === \"Fielders\") {\r\n window.FIELDERS = true;\r\n window.LYSAGHT = false;\r\n } else if (window.brand === \"Lysaght\") {\r\n window.FIELDERS = false;\r\n window.LYSAGHT = true;\r\n }\r\n let new_user = { ...user, Brand: value };\r\n dispatch(updateUser(new_user));\r\n };\r\n\r\n function padTo2Digits(num) {\r\n return num.toString().padStart(2, \"0\");\r\n }\r\n\r\n function formatDate(date) {\r\n return [padTo2Digits(date.getDate()), padTo2Digits(date.getMonth() + 1), date.getFullYear()].join(\"-\");\r\n }\r\n\r\n console.log(progress);\r\n\r\n return (\r\n
\r\n \r\n setMethod(v)}\r\n style={{ flex: \"none\" }}\r\n />\r\n {\r\n let val = e.target.value;\r\n setAPITestURL(val);\r\n\r\n let api_url = val;\r\n console.warn(\"getting\", api_url);\r\n fetchTimeout(\r\n api_url,\r\n {\r\n method: method,\r\n },\r\n 240000\r\n )\r\n .then(async (response) => {\r\n console.warn(response.status);\r\n let response_text = await response.text();\r\n console.warn(response_text);\r\n })\r\n .catch((e) => {\r\n console.warn(\"ERROR\", e);\r\n });\r\n }}\r\n />\r\n {\r\n dispatch(updateAPP(\"user\", { ...user, Role: v }));\r\n }}\r\n />\r\n {\r\n setPOA(val);\r\n let region_offering = deepCopy(app?.offerings?.[brand]?.Regions?.[val]);\r\n let master_offering = deepCopy(app?.offerings?.[brand]?.Master);\r\n let new_config = mergeDeep({ ...master_offering }, { ...region_offering });\r\n new_config.region.id = val;\r\n dispatch(CONFIG.updateConfigAll(new_config));\r\n\r\n if (job) {\r\n console.log(job);\r\n let new_job = deepCopy(job);\r\n new_job.Distributor.POA = val;\r\n new_job.App.temp_POA = val;\r\n if (new_job?.QuoteParameters?.BOM?.QuoteData?.CURRENT_DEALER?.POA)\r\n new_job.QuoteParameters.BOM.QuoteData.CURRENT_DEALER.POA = val;\r\n dispatch({\r\n type: NEW_JOB,\r\n parameter: deepCopy(new_job),\r\n });\r\n }\r\n }}\r\n style={{\r\n flex: \"inherit\",\r\n }}\r\n />\r\n \r\n Generate Order List On Current Job with All Items \r\n {/* DES-712 */}\r\n exportExcel()}>Export Current Job to Excel \r\n \r\n Restart QQ Server\r\n {loading === \"Restart\" && \r\n \r\n Update QQ Server and Local Databases\r\n {loading === \"Update\" && \r\n {window.test && (\r\n \r\n PUBLISH Test Server ={\">\"} PROD Server (copies TEST materials, offering and pricefile to PRODUCTION)\r\n {loading === \"SyncProd\" && \r\n Sync Test Server ={\">\"} Dev Server (copies TEST materials, offering and pricefile to dev)\r\n {loading === \"SyncDev\" && \r\n )}\r\n {user.Role == 99 &&\r\n (user?.id.includes(\"kevinchan\") ||\r\n user?.id.includes(\"diego.\") ||\r\n user?.id.includes(\"michael.abdo\")) && (\r\n \r\n Get User List Summary\r\n \r\n )}\r\n {user.Role == 99 && (\r\n \r\n \r\n Get Price File\r\n \r\n {\r\n setLyvesCode(v);\r\n }}\r\n helperText={\"leaving blank will return ALL ACTIVE LLD including PAT accts\"}\r\n />\r\n \r\n Get Unpriced ePrice Items for LYVES Code\r\n \r\n \r\n )}\r\n {user.Role == 99 && (\r\n \r\n \r\n Get ePricing Report\r\n \r\n \r\n )}\r\n {user.Role == 99 && loading ? (\r\n GetTestScripts(false)} style={{ marginTop: \"20px\" }}>\r\n Run Test Scripts\r\n \r\n GetTestScripts(true)} style={{ marginTop: \"20px\" }}>\r\n Sync Test Scripts\r\n \r\n \r\n )}\r\n {user.Role == 99 && (\r\n \r\n Flush Memory Caches {flushStatus}\r\n {loading === \"FlushCache\" && \r\n )}\r\n\r\n {\r\n if (level <= 0) return true;\r\n else return false;\r\n }}\r\n style={darkStyles}\r\n />\r\n {/* LOCAL\r\n {diagnosticData && (\r\n
\r\n )}\r\n \r\n
\r\n ) : (\r\n <>\r\n Loading...
\r\n \r\n\r\n TEST\r\n {diagnosticDataTest && (\r\n
\r\n PRODUCTION (1 of them)\r\n {diagnosticDataProd && (\r\n
\r\n \r\n \r\n {\r\n for (var item of announcementList) {\r\n if (item?.id === e.target.value) setCurrentAnnouncement(item);\r\n }\r\n }}\r\n />\r\n \r\n
\r\n\r\n \r\n \r\n {loading && \r\n {\r\n if (!item.toLowerCase || !value.toLowerCase) return false;\r\n return item.toLowerCase().indexOf(value.toLowerCase()) > -1;\r\n }}\r\n autoHighlight={false}\r\n getItemValue={(item) => item}\r\n renderItem={(item, highlighted) => (\r\n {\r\n updateFilterData(-1, newFilterType, newCode);\r\n }}\r\n >\r\n
\r\n \r\n \r\n \r\n {item}\r\n
\r\n )}\r\n menuStyle={{\r\n zIndex: '999999',\r\n backgroundColor: 'whitesmoke',\r\n boxShadow: '1px 1px 4px',\r\n fontSize: '12px',\r\n marginLeft: '9px',\r\n lineHeight: 1.4,\r\n width: \"100%\",\r\n maxHeight: \"200px\",\r\n overflowY: \"auto\",\r\n }}\r\n renderInput={(props) => {\r\n return (\r\n \r\n \r\n );\r\n else\r\n output.push(\r\n <>\r\n \r\n {poa} - {colour}{\" \"}\r\n
\r\n \r\n );\r\n }\r\n return output;\r\n }\r\n return value;\r\n },\r\n editor: (editCell, brand) => {\r\n let poas = brand === \"Lysaght\" ? LYSAGHT_POAs : CENTENARY_POAs;\r\n\r\n let values = editCell?.value;\r\n if (typeof editCell?.value === \"string\") {\r\n values = {\r\n DEFAULT: editCell?.value,\r\n };\r\n }\r\n\r\n return (\r\n
\r\n \r\n \r\n \r\n
\r\n */}\r\n \r\n {editCell?.value !== \"DELETE\" && (\r\n
\r\n
\r\n Bulk Upload or Replace Files
\r\n \r\n\r\n
\r\n\r\n Upload New File
\r\n\r\n max: {max}\r\n
\r\n default: {def}\r\n \r\n );\r\n }\r\n return \"→ inherit\";\r\n };\r\n\r\n const collectionFormat = (val, autocomplete_list = []) => {\r\n if (val === undefined || val === null) {\r\n return \"→ inherit\";\r\n } else if (val && typeof val === \"object\") {\r\n let items = [];\r\n\r\n Object.keys(val).map((item) => {\r\n //header\r\n items.push({item});\r\n items.push(arrayFormat(val[item], autocomplete_list));\r\n });\r\n return
{items}
;\r\n }\r\n return val;\r\n };\r\n\r\n const arrayFormat = (val, autocomplete_list = []) => {\r\n if (Array.isArray(val)) {\r\n let items = [];\r\n val.map((item) => {\r\n if (typeof item === \"string\") {\r\n let warning = false;\r\n if (autocomplete_list.length > 0 && !autocomplete_list.includes(item)) warning = true;\r\n\r\n if (item.includes(\"{items}
;\r\n }\r\n return \"→ inherit\";\r\n };\r\n\r\n const objectFormat = (val) => {\r\n if (val === undefined || val === null) {\r\n return \"→ inherit\";\r\n } else if (val && typeof val === \"object\") {\r\n let items = [];\r\n\r\n Object.keys(val).map((item) => {\r\n if (typeof val[item] === \"string\")\r\n items.push(\r\n \r\n {item}: {val[item]}\r\n
\r\n );\r\n if (typeof val[item] === \"object\") {\r\n let string = JSON.stringify(val[item]);\r\n if (string.length > 100) string = string.substring(0, 100) + \"...\";\r\n items.push(\r\n \r\n {item}: {string}\r\n
\r\n );\r\n }\r\n });\r\n return {items}
;\r\n }\r\n return val;\r\n };\r\n\r\n const objectFormatSelection = (val, keysToShow = null) => {\r\n if (val === undefined || val === null) {\r\n return \"→ inherit\";\r\n } else if (val && typeof val === \"object\") {\r\n let items = [];\r\n keysToShow =\r\n keysToShow && keysToShow.length > 0\r\n ? Object.keys(val).filter((key) => keysToShow.includes(key))\r\n : Object.keys(val);\r\n\r\n keysToShow.forEach((item, index) => {\r\n if (typeof val[item] === \"string\" || typeof val[item] === \"number\") {\r\n items.push(\r\n \r\n {item}: {val[item]}\r\n
\r\n );\r\n } else if (typeof val[item] === \"object\") {\r\n let string = JSON.stringify(val[item]);\r\n if (string.length > 100) string = string.substring(0, 100) + \"...\";\r\n items.push(\r\n \r\n {item}: {string}\r\n
\r\n );\r\n }\r\n });\r\n return {items}
;\r\n }\r\n return val;\r\n };\r\n\r\n const objectFormatCount = (val) => {\r\n if (val === undefined || val === null) {\r\n return \"→ inherit\";\r\n } else {\r\n const count = val.length;\r\n return (\r\n \r\n {item}\r\n
\r\n )}\r\n menuStyle={{\r\n zIndex: \"999999\",\r\n position: \"absolute\",\r\n backgroundColor: \"whitesmoke\",\r\n boxShadow: \"1px 1px 4px\",\r\n fontSize: \"12px\",\r\n left: \"auto\",\r\n top: \"auto\",\r\n marginLeft: \"9px\",\r\n marginTop: \"0px\",\r\n textAlign: \"left\",\r\n maxHeight: \"250px\",\r\n overflowY: \"auto\",\r\n }}\r\n inputProps={{\r\n style: {\r\n zIndex: \"1\",\r\n font: \"200 12px Univers45\",\r\n width: \"95%\",\r\n padding: \"4px 0px 4px 8px !important\",\r\n },\r\n }}\r\n renderInput={(props) => {\r\n return (\r\n \r\n {item}\r\n
\r\n )}\r\n menuStyle={{\r\n zIndex: \"999999\",\r\n position: \"absolute\",\r\n backgroundColor: \"whitesmoke\",\r\n boxShadow: \"1px 1px 4px\",\r\n fontSize: \"12px\",\r\n left: \"auto\",\r\n top: \"auto\",\r\n marginLeft: \"9px\",\r\n marginTop: \"0px\",\r\n textAlign: \"left\",\r\n maxHeight: \"250px\",\r\n overflowY: \"auto\",\r\n }}\r\n inputProps={{\r\n style: {\r\n zIndex: \"1\",\r\n font: \"200 12px Univers45\",\r\n width: \"95%\",\r\n padding: \"4px 0px 4px 8px !important\",\r\n },\r\n }}\r\n renderInput={(props) => {\r\n return (\r\n {items}
;\r\n };\r\n\r\n const getDesignTemplates = (baseDesign) => {\r\n const templates = config?.design_options?.[baseDesign]?.design_templates || [];\r\n return Object.entries(templates);\r\n };\r\n\r\n const carportTemplates = getDesignTemplates(\"National Carport\");\r\n\r\n return (\r\n \r\n {!intialise && \r\n setTab(newValue)}\r\n indicatorColor=\"primary\"\r\n textColor=\"primary\"\r\n variant=\"fullWidth\"\r\n aria-label=\"full width tabs example\"\r\n >\r\n \r\n \r\n \r\n
\r\n \r\n \r\n \r\n\r\n {\r\n e.stopPropagation();\r\n }}\r\n >\r\n \r\n \r\n \r\n
\r\n \r\n \r\n \r\n \r\n
\r\n \r\n sub:{subgroup}\r\n \r\n }\r\n onDelete={() => handleDelete(sl_poa, length)}\r\n className={classes.sl_chip}\r\n />\r\n );\r\n }\r\n\r\n chips.push(\r\n
\r\n
\r\n );\r\n }\r\n }\r\n\r\n let pair_items = [];\r\n\r\n if (pairPOAs) {\r\n for (let pair in pairPOAs) {\r\n pair_items.push(\r\n \r\n {\r\n handleDeleteRow(sl_poa);\r\n }}\r\n >\r\n {}}\r\n // onBlur={(val) => updateMarkup(key, \"DisplayName\", val)}\r\n />\r\n
\r\n {chips}
\r\n \r\n {item}\r\n
\r\n )}\r\n menuStyle={{\r\n zIndex: \"999999\",\r\n position: \"absolute\",\r\n backgroundColor: \"whitesmoke\",\r\n boxShadow: \"1px 1px 4px\",\r\n fontSize: \"12px\",\r\n left: \"auto\",\r\n top: \"auto\",\r\n marginLeft: \"9px\",\r\n marginTop: \"0px\",\r\n lineHeight: 1.4,\r\n }}\r\n inputProps={{\r\n style: {\r\n font: \"200 12px Univers45\",\r\n width: \"95%\",\r\n padding: \"4px 0px 4px 8px !important\",\r\n },\r\n }}\r\n renderInput={(props) => {\r\n return (\r\n \r\n {item}\r\n
\r\n )}\r\n menuStyle={{\r\n zIndex: \"999999\",\r\n position: \"absolute\",\r\n backgroundColor: \"whitesmoke\",\r\n boxShadow: \"1px 1px 4px\",\r\n fontSize: \"12px\",\r\n left: \"auto\",\r\n top: \"auto\",\r\n marginLeft: \"9px\",\r\n marginTop: \"0px\",\r\n lineHeight: 1.4,\r\n }}\r\n inputProps={{\r\n style: {\r\n font: \"200 12px Univers45\",\r\n width: \"95%\",\r\n padding: \"4px 0px 4px 8px !important\",\r\n },\r\n }}\r\n renderInput={(props) => {\r\n return (\r\n \r\n {item.Display}\r\n
\r\n )}\r\n menuStyle={{\r\n zIndex: \"999999\",\r\n position: \"absolute\",\r\n backgroundColor: \"whitesmoke\",\r\n boxShadow: \"1px 1px 4px\",\r\n fontSize: \"12px\",\r\n left: \"auto\",\r\n top: \"auto\",\r\n marginLeft: \"9px\",\r\n marginTop: \"0px\",\r\n lineHeight: 1.4,\r\n }}\r\n inputProps={{\r\n style: {\r\n font: \"200 12px Univers45\",\r\n width: \"95%\",\r\n padding: \"4px 0px 4px 8px !important\",\r\n },\r\n }}\r\n renderInput={(props) => {\r\n return (\r\n \r\n {item}\r\n
\r\n )}\r\n menuStyle={{\r\n zIndex: \"999999\",\r\n position: \"absolute\",\r\n backgroundColor: \"whitesmoke\",\r\n boxShadow: \"1px 1px 4px\",\r\n fontSize: \"12px\",\r\n left: \"auto\",\r\n top: \"auto\",\r\n marginLeft: \"9px\",\r\n marginTop: \"0px\",\r\n lineHeight: 1.4,\r\n }}\r\n inputProps={{\r\n style: {\r\n font: \"200 12px Univers45\",\r\n width: \"95%\",\r\n padding: \"24px 0px 4px 8px !important\",\r\n },\r\n }}\r\n renderInput={(props) => {\r\n return (\r\n \r\n {columns?.[10]?.editor(\r\n row,\r\n editRow[\"Colours\"],\r\n setValue(\"Colours\"),\r\n () => {},\r\n value2Colours,\r\n setValue2Colours,\r\n \"NO BUTTON\",\r\n editRow?.[\"Brand\"] === \"CDS\" ? config.cdsOffering : config.lldOffering\r\n )}\r\n
\r\n {columns?.[15]?.editor(row, editRow[\"State\"], setValue(\"State\"), () => {}, \"NO BUTTON\")}\r\n \"-Add Ancillary Items-\"
\r\n )}\r\n \r\n {showAncillaryItems && (\r\n \"-Add Control Codes-\"
\r\n )}\r\n \r\n {showControlCodes && (\r\n