{
  "projectId": 10,
  "scope": "Assumed load-demand scenarios; no installation or capacity approval",
  "gravity": 9.81,
  "components": [
    {
      "id": "10-excluded-other-job",
      "label": "Separate lower job: notched Y9006 strip",
      "sheet": "project-10.jpg",
      "quantity": 1,
      "perPiece": true,
      "areaM2": 0.059435365,
      "material": "Y9006",
      "densityKgM3": 2400,
      "densityBasis": "Estimate · comparable quartz",
      "thicknessMm": 20,
      "thicknessBasis": "drawing reading",
      "orientationScenario": "horizontal",
      "massKg": 2.8528975199999995,
      "weightN": 27.986924671199997,
      "sourceReadingStatus": "calculable",
      "spanM": 0.47307499999999997,
      "centreM": 0.23410778493894163,
      "pointLoadN": 0,
      "leftReactionN": 14.137203290810737,
      "rightReactionN": 13.84972138038926,
      "panel": null,
      "capacityStatus": "Unverified; no installation approval",
      "diagramFamily": "shaped-top",
      "diagramAsset": "assets/support-diagrams/10-excluded-other-job.svg"
    }
  ],
  "bracketBay": {
    "stoneWeightN": 65.92320000000001,
    "shearN": 565.9232,
    "momentNm": 186.53656,
    "coupleN": 1243.5770666666667,
    "widthM": 0.4,
    "overhangM": 0.35,
    "pointN": 500,
    "leverM": 0.15
  },
  "nominalBracketReferenceN": 1668.0831057226874,
  "unresolved": [
    "Actual loads and load combinations",
    "Support positions and spans",
    "Stone bending/deflection/cutouts",
    "Frame and anchorage capacities",
    "Joint shear/peel/bending capacity",
    "Local installation guidance"
  ],
  "holdPoints": [
    {
      "sourceId": "10-upper-top",
      "reason": "Overall outline is a visual estimate; no structural load demand assigned."
    }
  ]
}