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instrument implementation / implementation-contract

Composite Section Builder implementation

A source-bound implementation contract for Composite Section Builder; deployment and executable qualification remain separate.

Status: VERIFIED_WITH_ERRATALifecycle: implementation-contract

Binding contract

This record describes what an executable surface must bind and validate. It does not claim that a public calculator, package, or production route is deployed.

Record owner
Guth Instruments
Lifecycle
verified-with-binding-errata
Evidence ID
t4-022
Effect
Computation or source lookup only

Input and validation requirements

An all-zero assembled section creates ΣA=0 and produces an undefined centroid and section modulus; the builder must reject it. Degenerate zero-dimension shapes also require an explicit acceptance or rejection policy. In addition, the single S output is convention-sensitive unless the instrument clearly defines the reference extreme fiber and the positive-y direction.

Required corrections

[
  {
    "vector": 1,
    "field": "I_x_mm4 / S_mm3",
    "wrong": "24,643,809.5 / 196,030.3",
    "correct": "22,643,809.5 / 180,121.2",
    "cause": "final addition dropped 2,000,000 exactly — all four component terms in her working are correct"
  }
]

Inspectable interface fixture

The sample below is evidence for interface and validation tests, not a production implementation.

{
  "inputs": {
    "units": "mm",
    "axis": "horizontal centroidal x-axis",
    "shapes": [
      {
        "type": "rectangle",
        "width": 20,
        "height": 180,
        "y_bottom": 0,
        "area_sign": 1
      },
      {
        "type": "rectangle",
        "width": 100,
        "height": 20,
        "y_bottom": 180,
        "area_sign": 1
      }
    ]
  },
  "expected_outputs": {
    "A_mm2": 5600,
    "y_bar_mm": 125.7142857143,
    "I_x_mm4": 24643809.5238,
    "S_mm3": 196030.3030303
  },
  "working": "Web: A1=20×180=3600 mm²; y1=0+180/2=90 mm; Ic1=20×180³/12=9,720,000 mm⁴. Flange: A2=100×20=2000 mm²; y2=180+20/2=190 mm; Ic2=100×20³/12=66,666.6667 mm⁴. Total area: A=3600+2000=5600 mm². Centroid: y-bar=(3600×90+2000×190)/5600=(324,000+380,000)/5600=125.7142857 mm. Offsets: d1=90−125.7142857=−35.7142857 mm; d2=190−125.7142857=64.2857143 mm. Inertia: I=[9,720,000+3600×(35.7142857)²]+[66,666.6667+2000×(64.2857143)²]=[9,720,000+4,591,836.7347]+[66,666.6667+8,265,306.1224]=24,643,809.5238 mm⁴. Extreme distances: bottom c_bottom=125.7142857 mm; top c_top=200−125.7142857=74.2857143 mm; use c=max=125.7142857 mm. S=24,643,809.5238/125.7142857=196,030.3030 mm³."
}

Other records

Sources and evidence

These pointers bind the page to evidence. They do not grant authority or collapse verification into deployment.

  • VERIFIED_LEDGER.json
  • evidence-tranche4/tranche4-results.json
  • tranche errata record