smillmorel
25f66bb4da
Add reinforcement inputs (cover, stirrup size/spacing, longitudinal and top bar size/count) and emit the derived bar geometry from calc.py. beam_section.py renders a native Typst drawing of the section to assets/beam-section.typ, which concrete-beam.typ imports as a figure. Effective depth d remains authoritative for the tension-steel position.
60 lines
1.1 KiB
JSON
60 lines
1.1 KiB
JSON
{
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"tool": "concrete_beam",
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"version": "0.1",
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"project": "Deer Creek Shoring",
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"prepared_by": "Conemco Engineering",
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"values": {
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"span": 16.0,
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"tributary": 6.25,
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"D": 55.0,
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"L": 20.0,
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"self_weight": 0.1,
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"wD": 0.44375,
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"wL": 0.125,
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"wu": 0.7325,
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"Mu": 23.44,
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"Vu": 5.86,
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"bw": 8.0,
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"h": 12.0,
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"d": 9.5,
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"fc": 3.0,
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"fy": 60.0,
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"As": 0.62,
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"a": 1.823529,
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"et": 0.010285,
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"phi": 0.9,
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"Mn": 26.623529,
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"phiMn": 23.961176,
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"As_min": 0.253333,
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"Vc": 8.325383,
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"phiVc": 6.244037,
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"cover": 1.5,
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"stirrup_size": 3,
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"stirrup_spacing": 6.0,
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"stirrup_db": 0.375,
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"bar_size": 5,
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"n_bars": 2,
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"bar_db": 0.625,
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"top_bar_size": 4,
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"n_top_bars": 2,
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"top_bar_db": 0.5,
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"As_bars": 0.613592
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},
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"checks": {
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"flexure": {
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"demand": 23.44,
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"capacity": 23.961176,
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"ok": true
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},
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"minimum_steel": {
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"demand": 0.253333,
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"capacity": 0.62,
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"ok": true
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},
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"shear": {
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"demand": 5.86,
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"capacity": 6.244037,
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"ok": true
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}
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}
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}
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