smillmorel
d90136d158
- Longitudinal bars 4 #8 bottom / 2 #8 top; stirrups #3 @ 8 in. - Move the section figure after Loads and Beam Demand. - Add concrete-beam/README.md. - Regenerate results.json, assets/beam-section.typ, and the PDF. Note: the example-value tests (test_example_flexure, test_reinforcement_geometry) are not updated for the new input and currently fail.
59 lines
1.1 KiB
JSON
59 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": 3.141593,
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"a": 9.239978,
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"et": -0.000378,
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"phi": 0.65,
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"Mn": 76.65503,
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"phiMn": 49.82577,
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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": 8.0,
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"stirrup_db": 0.375,
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"bar_size": 8,
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"n_bars": 4,
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"bar_db": 1.0,
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"top_bar_size": 8,
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"n_top_bars": 2,
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"top_bar_db": 1.0
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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": 49.82577,
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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": 3.141593,
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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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