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.
23 lines
372 B
YAML
23 lines
372 B
YAML
project: "Deer Creek Shoring"
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prepared_by: "Conemco Engineering"
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span: "16 ft"
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tributary: "6.25 ft"
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D: "55 psf"
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L: "20 psf"
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bw: "8 in"
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h: "12 in"
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d: "9.5 in"
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fc: "3.0 ksi"
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fy: "60 ksi"
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As: "0.62 in**2"
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concrete_density: "150 pcf"
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load_combination: "1.2D + 1.6L"
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cover: "1.5 in"
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stirrup_size: 3
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stirrup_spacing: "6 in"
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bar_size: 5
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n_bars: 2
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top_bar_size: 4
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n_top_bars: 2
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