Checked draft only;not NBS-ready/construction/manufacture approval. Missing correlated fixing reactions and independent verification.
Rangemanufacturer [supported]
"Architectural Products Group Ltd (published business identity);exact manufacturing entity/factory address to confirm."
Source:../SOURCE-CATALOG.json
technicalContact [missing]
null
Source:No verified named technical contact in inspected variant sources
productCode [supported]
"L-3000-1200"
Source:SOURCE-TRACE.json
description [supported]
"L-shaped steel flatbar guarding development assembly,continuous welded mitred corner,vertical lower face strips and welded L corner upright."
Source:evidence/GEOMETRY.json
intendedUse [provisional]
"External L-shaped fascia-supported guarding with top wall ties at BOTH open ends;actual jurisdiction/use/occupancy/exposure and substrates require project review."
Source:evidence/GEOMETRY.json;../OFFICIAL-SOURCE-RESEARCH.json#ENGLAND-K
exclusions [supported]
"No freestanding, Juliet, stair, vehicle barrier, fall-arrest anchorage or verified load rating; no order/manufacture release."
Source:evidence/GEOMETRY.json
jurisdiction [missing]
"No actual project jurisdiction selected. England guidance researched only; Wales/Scotland/NI and overseas need their own review."
Source:../OFFICIAL-SOURCE-RESEARCH.json#ENGLAND-K
classification [supported]
{"systemCode": "Ss_25_60_05_05", "label": "Balustrade and guarding systems", "tableVersion": "Systems v1.43 July 2026", "productCode": null}
Source:../OFFICIAL-SOURCE-RESEARCH.json#UNICLASS
dimensions [supported]
{"overallFrontWidthMm": 3000, "overallProjectionMm": 1200, "datum": "Overall kit dimensions differ from reference path and leg stock lengths", "referencePathMm": [[0, 0], [2980, 0], [2980, 1180]], "referenceLegLengthsMm": [2980.0, 1180.0], "topHeightAboveProposedFloorMm": 1100, "lowerStripCentresZmm": [-140, -320], "assumedFloorBuildUpMm": 80, "assumedSlabThicknessMm": 300, "actualBoundingXYZmm": [3000.0, 1200.0, 1460.0]}
Source:evidence/GEOMETRY.json
sections [supported]
{"top": [60, 10], "uprights": [40, 8], "twoFaceStrips": [80, 8], "cornerUpright": "Welded40x40x8L from40x8plus32x8 flats"}
Source:evidence/GEOMETRY.json
variants [supported]
"L-shaped widths1200/1800/2400/3000mm,1200mmprojection in this pack. Exact record L-3000-1200 only;900projection/U/straight require separate records."
Source:SOURCE-TRACE.json
material [provisional]
"S275JR;certificate required"
Source:evidence/BOM.json
finishAndColour [missing]
"Project-specific steel corrosion protection/pretreatment/coating/thickness/colour/gloss/repair and exposure schedule remains unselected. Generic stainless wording in inherited family literature does not make RB stainless."
Source:evidence/GEOMETRY.json
construction [supported]
"Continuous welded assembly with45degree mitred corner joints; no mid-run splice. Corner rail/strip weld qualification/detail and L-upright seam remain verification gates. Top may instead be laser-cut wholeprofile; not assumed cost-equivalent. Two continuous80x8mm lower strips broad faces vertical,face welded across40x8 uprights. Source weld envelopes are not qualified joint resistance."
Source:evidence/GEOMETRY.json;evidence/BOM.json
interfaces [supported]
{"legs": [{"a": [0.0, 0.0], "b": [2980.0, 0.0], "L": 2980.0, "t": [1.0, 0.0], "n": [-0.0, 1.0], "bars": [100.0, 202.962963, 305.9259259, 408.8888889, 511.8518519, 614.8148148, 717.7777778, 820.7407407, 923.7037037, 1026.6666667, 1129.6296296, 1232.5925926, 1335.5555556, 1438.5185185, 1541.4814815, 1644.4444444, 1747.4074074, 1850.3703704, 1953.3333333, 2056.2962963, 2159.2592593, 2262.2222222, 2365.1851852, 2468.1481481, 2571.1111111, 2674.0740741, 2777.037037, 2880.0], "anchors": [60.0, 283.0, 537.0, 775.0, 1004.0, 1255.0, 1490.0, 1725.0, 1976.0, 2205.0, 2443.0, 2697.0, 2920.0]}, {"a": [2980.0, 0.0], "b": [2980.0, 1180.0], "L": 1180.0, "t": [0.0, 1.0], "n": [-1.0, 0.0], "bars": [100.0, 198.0, 296.0, 394.0, 492.0, 590.0, 688.0, 786.0, 884.0, 982.0, 1080.0], "anchors": [60.0, 272.0, 469.0, 711.0, 908.0, 1120.0]}], "endplate": {"thicknessMm": 12, "normalDepthMm": 60, "heightMm": 120, "holesLocalNormalMm": 30, "holesZmm": [1000, 1060]}, "fasciaRowsZmm": [-140, -320], "support": "Fascia restraint on BOTH legs plus top wall ties at BOTH open ends;ideal translations held,rotations free", "cornerUprightBlanksMm": [[1450, 40, 8], [1450, 32, 8]], "legStockBlanks": [{"leg": 0, "referenceLengthMm": 2980.0, "uprightCount": 28, "uprightCutSectionMm": [40, 8], "uprightCutLengthMm": 1450, "topRailStockBlank": [2980.0, 60, 10], "twoLowerStripStockBlanks": [2988.0, 80, 8], "cornerCut": "45degree mitres, square wallends. U internal strips subtract40mm per corner for outside long edge; other external strips add8mm per corner. Excludes kerf/finishing allowances; final fabrication drawing required.", "anchorStationsMm": [60.0, 283.0, 537.0, 775.0, 1004.0, 1255.0, 1490.0, 1725.0, 1976.0, 2205.0, 2443.0, 2697.0, 2920.0]}, {"leg": 1, "referenceLengthMm": 1180.0, "uprightCount": 11, "uprightCutSectionMm": [40, 8], "uprightCutLengthMm": 1450, "topRailStockBlank": [1180.0, 60, 10], "twoLowerStripStockBlanks": [1188.0, 80, 8], "cornerCut": "45degree mitres, square wallends. U internal strips subtract40mm per corner for outside long edge; other external strips add8mm per corner. Excludes kerf/finishing allowances; final fabrication drawing required.", "anchorStationsMm": [60.0, 272.0, 469.0, 711.0, 908.0, 1120.0]}]}
Source:evidence/GEOMETRY.json;evidence/BOM.json;evidence/CALCULATIONS.json
nominalMass [supported]
{"netSourceModelMassKg": 210.09073651730407, "densityKgM3": 7800, "basis": "Sum actual source component net volumes including weld envelopes;anchors/coating/packing excluded;not measured shipped mass"}
Source:evidence/BOM.json
performanceCriteria [missing]
"Adopt project occupancy, actions/combinations, point/infill/wind/vertical actions, serviceability and durability schedule; current numerical cases are analyst sensitivities."
Source:evidence/CALCULATIONS.json;evidence/CALCULATIONS.json
performanceEvidence [provisional]
{"model": "3D Euler Bernoulli linear elastic beams; rigid joints and centroid offsets; reference corner nodes join mitres; translations held at fascia anchor stations and two top wall ends, rotations free. Corner upright represented by connected 40x8 and32x8 flats.", "actions": "Independent sensitivity actions only, no adopted regulatory load schedule or combinations. Normal top loads lumped at mesh ends.", "results": [{"case": "all_leg_outward_0.74N_per_mm", "maximumTranslationMm": 4.435187185603729, "maxGrossNormalStressMPa": 54.28362557398728, "maxTorsionNmm": 9979.636346478826, "maxSupportResultantN": 2683.8921448705464, "forceEquilibriumErrorN": 1.2727667606264245e-07, "momentEquilibriumErrorNmm": 0.00018768313251864635, "linearityChecked": true, "freeResidualN": 4.454296913536382e-07}, {"case": "all_leg_outward_1.5N_per_mm", "maximumTranslationMm": 8.99024429514353, "maxGrossNormalStressMPa": 110.03437616435797, "maxTorsionNmm": 20228.992594224903, "maxSupportResultantN": 5440.321915278882, "forceEquilibriumErrorN": 3.125522947183476e-08, "momentEquilibriumErrorNmm": 3.421963652115549e-05, "linearityChecked": true, "freeResidualN": 8.437782526016235e-07}, {"case": "single_leg_outward_1.5N_per_mm_leg0", "maximumTranslationMm": 9.171838363506474, "maxGrossNormalStressMPa": 91.68059607875595, "maxTorsionNmm": 20641.616288408848, "maxSupportResultantN": 5535.476245419282, "forceEquilibriumErrorN": 1.4223146205250004e-07, "momentEquilibriumErrorNmm": 0.00024664775389604543, "linearityChecked": true, "freeResidualN": 6.817281246185303e-07}, {"case": "individual_infill_500N_leg0", "maximumTranslationMm": 1.16195541827394, "maxGrossNormalStressMPa": 44.3662145810066, "maxTorsionNmm": 18435.7240049427, "maxSupportResultantN": 2496.9757564845545, "forceEquilibriumErrorN": 6.570671960519359e-09, "momentEquilibriumErrorNmm": 1.241132524799557e-05, "linearityChecked": true, "freeResidualN": 1.7592128642718308e-08}, {"case": "single_leg_outward_1.5N_per_mm_leg1", "maximumTranslationMm": 0.6675056344972643, "maxGrossNormalStressMPa": 32.00089392449034, "maxTorsionNmm": 2313.12966195334, "maxSupportResultantN": 957.0682125864381, "forceEquilibriumErrorN": 3.7111719669580268e-09, "momentEquilibriumErrorNmm": 6.865482621687402e-06, "linearityChecked": true, "freeResidualN": 5.668113089996041e-08}, {"case": "individual_infill_500N_leg1", "maximumTranslationMm": 1.0504423819074302, "maxGrossNormalStressMPa": 45.37918206492488, "maxTorsionNmm": 19693.309706139786, "maxSupportResultantN": 2270.863811011736, "forceEquilibriumErrorN": 5.611391663828957e-10, "momentEquilibriumErrorNmm": 9.67901295723106e-07, "linearityChecked": true, "freeResidualN": 9.199936812365195e-09}, {"case": "vertical_1kN_leg0", "maximumTranslationMm": 0.08909453147979764, "maxGrossNormalStressMPa": 20.058163814393993, "maxTorsionNmm": 15014.848407411604, "maxSupportResultantN": 578.0339078824185, "forceEquilibriumErrorN": 2.6755111364254458e-11, "momentEquilibriumErrorNmm": 2.3069989671647279e-07, "linearityChecked": true, "freeResidualN": 5.311449058353901e-09}, {"case": "vertical_1kN_leg1", "maximumTranslationMm": 0.105761223084536, "maxGrossNormalStressMPa": 7.751009968254804, "maxTorsionNmm": 5382.3141506570955, "maxSupportResultantN": 509.83857604597836, "forceEquilibriumErrorN": 1.5372432493609978e-10, "momentEquilibriumErrorNmm": 1.6573588151880259e-07, "linearityChecked": true, "freeResidualN": 6.495994853139564e-10}, {"case": "member_selfweight_only", "maximumTranslationMm": 0.007434915893422122, "maxGrossNormalStressMPa": 0.41443476157921455, "maxTorsionNmm": 214.09144275192034, "maxSupportResultantN": 76.96922918645753, "forceEquilibriumErrorN": 1.5991321927668473e-10, "momentEquilibriumErrorNmm": 2.611191716058413e-07, "linearityChecked": true, "freeResidualN": 5.310263340163601e-10}, {"case": "vertical_1kN_leg0_plus_member_selfweight", "maximumTranslationMm": 0.08326344006613916, "maxGrossNormalStressMPa": 20.042210412921502, "maxTorsionNmm": 15012.439478241158, "maxSupportResultantN": 641.0893015709157, "forceEquilibriumErrorN": 1.0732338054288831e-10, "momentEquilibriumErrorNmm": 2.890529768860041e-07, "linearityChecked": true, "freeResidualN": 6.4515361941630545e-09}, {"case": "vertical_1kN_leg1_plus_member_selfweight", "maximumTranslationMm": 0.10702342666892667, "maxGrossNormalStressMPa": 7.753142003493771, "maxTorsionNmm": 5398.908711045452, "maxSupportResultantN": 561.0798231389991, "forceEquilibriumErrorN": 7.528651519480428e-11, "momentEquilibriumErrorNmm": 1.0804187828205788e-07, "linearityChecked": true, "freeResidualN": 6.916476280593997e-10}], "meshRefinement": {"maximumRelativeDisplacementDifference": 0.005466348527363801, "method": "Each horizontal interval split in half; all physical upright and anchor stations retained.", "fineResults": [{"case": "all_leg_outward_0.74N_per_mm", "maximumTranslationMm": 4.4365829339003575, "maxGrossNormalStressMPa": 54.35491168343643, "maxTorsionNmm": 9982.734630147868, "maxSupportResultantN": 2684.7928069910195, "forceEquilibriumErrorN": 1.7234182222080827e-07, "momentEquilibriumErrorNmm": 0.00018868142619441093, "linearityChecked": true, "freeResidualN": 2.0733559722430073e-06}, {"case": "all_leg_outward_1.5N_per_mm", "maximumTranslationMm": 8.993073514663745, "maxGrossNormalStressMPa": 110.17887503398906, "maxTorsionNmm": 20235.272898954398, "maxSupportResultantN": 5442.147581739411, "forceEquilibriumErrorN": 1.6592681587146267e-06, "momentEquilibriumErrorNmm": 0.0018168239323119572, "linearityChecked": true, "freeResidualN": 4.332512617111206e-06}, {"case": "single_leg_outward_1.5N_per_mm_leg0", "maximumTranslationMm": 9.175855661388226, "maxGrossNormalStressMPa": 91.75885464984424, "maxTorsionNmm": 20650.57355189236, "maxSupportResultantN": 5537.972361075364, "forceEquilibriumErrorN": 9.354569266567525e-07, "momentEquilibriumErrorNmm": 0.0013305701744899534, "linearityChecked": true, "freeResidualN": 2.8070062398910522e-06}, {"case": "individual_infill_500N_leg0", "maximumTranslationMm": 1.1619554182414995, "maxGrossNormalStressMPa": 44.36621458033979, "maxTorsionNmm": 18435.72400506535, "maxSupportResultantN": 2496.9757564537854, "forceEquilibriumErrorN": 2.2463940142075645e-08, "momentEquilibriumErrorNmm": 2.8749190528934432e-05, "linearityChecked": true, "freeResidualN": 2.4656765162944794e-07}, {"case": "single_leg_outward_1.5N_per_mm_leg1", "maximumTranslationMm": 0.6711745082822169, "maxGrossNormalStressMPa": 31.968891129732377, "maxTorsionNmm": 2320.6820335363273, "maxSupportResultantN": 957.3068122744455, "forceEquilibriumErrorN": 3.076673049662304e-08, "momentEquilibriumErrorNmm": 3.3262002911982336e-05, "linearityChecked": true, "freeResidualN": 3.272725734859705e-07}, {"case": "individual_infill_500N_leg1", "maximumTranslationMm": 1.0504423819077202, "maxGrossNormalStressMPa": 45.37918206492084, "maxTorsionNmm": 19693.309706140266, "maxSupportResultantN": 2270.8638110118945, "forceEquilibriumErrorN": 1.1016175860412147e-08, "momentEquilibriumErrorNmm": 1.2082315357542228e-05, "linearityChecked": true, "freeResidualN": 4.743924364447594e-08}, {"case": "vertical_1kN_leg0", "maximumTranslationMm": 0.08909453147175578, "maxGrossNormalStressMPa": 20.058163814306152, "maxTorsionNmm": 15014.848407398727, "maxSupportResultantN": 578.0339078784224, "forceEquilibriumErrorN": 7.767489904530675e-09, "momentEquilibriumErrorNmm": 1.0143208199283986e-05, "linearityChecked": true, "freeResidualN": 2.5251570612283558e-08}, {"case": "vertical_1kN_leg1", "maximumTranslationMm": 0.1057612230845152, "maxGrossNormalStressMPa": 7.751009968255925, "maxTorsionNmm": 5382.314150657572, "maxSupportResultantN": 509.8385760459668, "forceEquilibriumErrorN": 4.1942323225629963e-10, "momentEquilibriumErrorNmm": 2.4959811063297865e-07, "linearityChecked": true, "freeResidualN": 4.8221409088000655e-09}, {"case": "member_selfweight_only", "maximumTranslationMm": 0.00743852437945231, "maxGrossNormalStressMPa": 0.4193098643356979, "maxTorsionNmm": 214.4150601331073, "maxSupportResultantN": 77.17879523995953, "forceEquilibriumErrorN": 7.114860559975615e-10, "momentEquilibriumErrorNmm": 9.263076287114019e-07, "linearityChecked": true, "freeResidualN": 2.549656485939522e-09}, {"case": "vertical_1kN_leg0_plus_member_selfweight", "maximumTranslationMm": 0.08325232740828771, "maxGrossNormalStressMPa": 20.024187408163062, "maxTorsionNmm": 15012.440176000538, "maxSupportResultantN": 640.9879883950917, "forceEquilibriumErrorN": 2.9573446297631416e-09, "momentEquilibriumErrorNmm": 4.107920716286571e-06, "linearityChecked": true, "freeResidualN": 3.7987774703651667e-08}, {"case": "vertical_1kN_leg1_plus_member_selfweight", "maximumTranslationMm": 0.10702426180242053, "maxGrossNormalStressMPa": 7.753358490259858, "maxTorsionNmm": 5398.293874327335, "maxSupportResultantN": 561.0745210117855, "forceEquilibriumErrorN": 1.5713257528904984e-10, "momentEquilibriumErrorNmm": 3.8305311333974856e-07, "linearityChecked": true, "freeResidualN": 1.053762710423456e-08}]}, "limitations": ["No weld flexibility/resistance, corner seam resistance, anchor compliance/capacity, net-hole section, local stability, plate prying, torsional resistance or galvanizing qualification.", "Ideal support translation at reference fascia lines and top ends; endplate/anchor group eccentricities not resolved.", "No physical validation; gross parent normal stress is not a compliance criterion."], "meaning": "Inherited preliminary sensitivities,not rerun or independently verified"}
Source:evidence/CALCULATIONS.json
geometryChecks [supported]
{"validSolids": 201, "volumeErrorMm3": 2.4586915969848633e-07, "collisions": [], "toolChecks": [{"side": "Start", "zMm": 1000, "hits": []}, {"side": "Start", "zMm": 1060, "hits": []}, {"side": "End", "zMm": 1000, "hits": []}, {"side": "End", "zMm": 1060, "hits": []}, {"leg": 0, "stationMm": 60.0, "rowZmm": -140, "hits": []}, {"leg": 0, "stationMm": 60.0, "rowZmm": -320, "hits": []}, {"leg": 0, "stationMm": 283.0, "rowZmm": -140, "hits": []}, {"leg": 0, "stationMm": 283.0, "rowZmm": -320, "hits": []}, {"leg": 0, "stationMm": 537.0, "rowZmm": -140, "hits": []}, {"leg": 0, "stationMm": 537.0, "rowZmm": -320, "hits": []}, {"leg": 0, "stationMm": 775.0, "rowZmm": -140, "hits": []}, {"leg": 0, "stationMm": 775.0, "rowZmm": -320, "hits": []}, {"leg": 0, "stationMm": 1004.0, "rowZmm": -140, "hits": []}, {"leg": 0, "stationMm": 1004.0, "rowZmm": -320, "hits": []}, {"leg": 0, "stationMm": 1255.0, "rowZmm": -140, "hits": []}, {"leg": 0, "stationMm": 1255.0, "rowZmm": -320, "hits": []}, {"leg": 0, "stationMm": 1490.0, "rowZmm": -140, "hits": []}, {"leg": 0, "stationMm": 1490.0, "rowZmm": -320, "hits": []}, {"leg": 0, "stationMm": 1725.0, "rowZmm": -140, "hits": []}, {"leg": 0, "stationMm": 1725.0, "rowZmm": -320, "hits": []}, {"leg": 0, "stationMm": 1976.0, "rowZmm": -140, "hits": []}, {"leg": 0, "stationMm": 1976.0, "rowZmm": -320, "hits": []}, {"leg": 0, "stationMm": 2205.0, "rowZmm": -140, "hits": []}, {"leg": 0, "stationMm": 2205.0, "rowZmm": -320, "hits": []}, {"leg": 0, "stationMm": 2443.0, "rowZmm": -140, "hits": []}, {"leg": 0, "stationMm": 2443.0, "rowZmm": -320, "hits": []}, {"leg": 0, "stationMm": 2697.0, "rowZmm": -140, "hits": []}, {"leg": 0, "stationMm": 2697.0, "rowZmm": -320, "hits": []}, {"leg": 0, "stationMm": 2920.0, "rowZmm": -140, "hits": []}, {"leg": 0, "stationMm": 2920.0, "rowZmm": -320, "hits": []}, {"leg": 1, "stationMm": 60.0, "rowZmm": -140, "hits": []}, {"leg": 1, "stationMm": 60.0, "rowZmm": -320, "hits": []}, {"leg": 1, "stationMm": 272.0, "rowZmm": -140, "hits": []}, {"leg": 1, "stationMm": 272.0, "rowZmm": -320, "hits": []}, {"leg": 1, "stationMm": 469.0, "rowZmm": -140, "hits": []}, {"leg": 1, "stationMm": 469.0, "rowZmm": -320, "hits": []}, {"leg": 1, "stationMm": 711.0, "rowZmm": -140, "hits": []}, {"leg": 1, "stationMm": 711.0, "rowZmm": -320, "hits": []}, {"leg": 1, "stationMm": 908.0, "rowZmm": -140, "hits": []}, {"leg": 1, "stationMm": 908.0, "rowZmm": -320, "hits": []}, {"leg": 1, "stationMm": 1120.0, "rowZmm": -140, "hits": []}, {"leg": 1, "stationMm": 1120.0, "rowZmm": -320, "hits": []}]}
Source:evidence/GEOMETRY.json
testedResults [missing]
null
Source:evidence/GEOMETRY.json
independentVerification [missing]
null
Source:evidence/GEOMETRY.json
tolerances [missing]
"No fabrication/installation/coating/fit tolerances accepted; model nominal dimensions only."
Source:evidence/GEOMETRY.json
substrateAndFixings [missing]
"Two fascia rows on both legs and BOTH top wall end ties. Actual anchors/substrates/edge distances/packing/plate eccentricities/prying unverified. Source report gives maximum support resultants only;correlated force/moment reactions per support are missing. Do not derive anchor design from maxima."
Source:evidence/CALCULATIONS.json;evidence/GEOMETRY.json
installation [provisional]
"Draft hold-point sequence supplied separately; competent installation method and temporary edge protection/lifting plan required."
Source:evidence/GEOMETRY.json;INSTALLATION-MAINTENANCE-DRAFT.txt
maintenanceAndCleaning [provisional]
"Inspect welds, corrosion, coating damage and fixings; isolate unsafe guard after impact/movement. Cleaning chemistry, intervals and repair system depend on selected coating and exposure; no interval or chemical compatibility claimed."
Source:INSTALLATION-MAINTENANCE-DRAFT.txt
durabilityAndWarranty [missing]
"No verified service life, exposure category, warranty terms or exclusions supplied."
Source:evidence/GEOMETRY.json
environmental [missing]
"No product-specific EPD, recycled-content percentage, embodied-carbon assessment or end-of-life route verified. Steel recovery potential is not a quantified product claim."
Source:No evidence in inspected source pack
CAD [supported]
{"format": "STEP", "revision": "STEEL-LAYOUT-R1", "filename": "evidence/L-3000-1200.step", "sha256": "4a5fc8c9d4dece4c85067351c8dffc3c5b48a57cdf7de25e19adecb7325c58f8"}
Source:SOURCE-TRACE.json
drawings [missing]
"Nominal source STEP and cut-blank data supplied;no accepted production/installation drawing set or manufacturing tolerances."
Source:evidence/BOM.json
BIM [missing]
"No native Revit/IFC object supplied or validated. STEP does not establish BIM delivery."
Source:../SOURCE-CATALOG.json;source pack inspection
literatureAndDownloads [provisional]
"LocalR13 exact L-layout draft data/clause/method/CAD/source summaries;no public download release performed."
Source:SOURCE-TRACE.json
origin [missing]
"Manufacturing country not established for this kit; do not infer from site badge."
Source:No matching origin evidence inspected
commercial [provisional]
"No matched completed L-layout cost or price;straight/roundbar kit prices do not transfer. Include stock/mitres/corner welds/finish/QA/handling/packing/APGfreight."
Source:SOURCE-TRACE.json
generalEnquiryRoute [supported]
"enquiries@architecturalproducts.uk;general enquiry route,named technical engineer remains unconfirmed."
Source:../SOURCE-CATALOG.json
correlatedFixingVectors [missing]
null
Source:evidence/CALCULATIONS.json
massAndHandlingReview [provisional]
{"reportedKg": 210.09073651730407, "reviewFlag": "Product-specific lifting/handling/transport/finish review required;whole-range valueengineeringLATER", "designChanged": false}
Source:evidence/BOM.json