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.
42 lines
1.2 KiB
YAML
42 lines
1.2 KiB
YAML
# Project name shown in the Typst report header.
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project: "Deer Creek Shoring"
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# Person or organization shown in the Typst report footer.
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prepared_by: "Conemco Engineering"
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# Simple span used for the moment and shear demands.
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span: "16 ft"
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# Tributary width carried by the beam.
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tributary: "6.25 ft"
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# Dead load including superimposed dead (psf).
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D: "55 psf"
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# Live load (psf).
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L: "20 psf"
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# Beam web width b_w.
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bw: "8 in"
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# Overall beam depth h.
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h: "12 in"
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# Effective depth to the tension-steel centroid, used for flexure.
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d: "9.5 in"
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# Concrete compressive strength f'_c.
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fc: "3.0 ksi"
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# Steel yield strength f_y.
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fy: "60 ksi"
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# Concrete unit weight used for the beam self-weight.
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concrete_density: "150 pcf"
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# Factored load combination applied to the demands.
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load_combination: "1.2D + 1.6L"
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# Clear cover from the concrete face to the stirrup.
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cover: "1.5 in"
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# Stirrup bar number (#3).
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stirrup_size: 3
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# Stirrup spacing along the span, on center.
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stirrup_spacing: "8 in"
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# Bottom (tension) longitudinal bar number (#5).
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bar_size: 8
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# Number of bottom longitudinal bars.
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n_bars: 4
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# Top (hanger) longitudinal bar number (#4).
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top_bar_size: 8
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# Number of top hanger bars.
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n_top_bars: 2
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