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calcs/concrete-beam/input.yaml

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Refine beam section figure and derive As from bars - Derive As from the provided longitudinal bars instead of taking it as input; drop the redundant As_bars output and update tests. - Draw a fixed schematic 1 in cover and pin the bottom bars to the stirrup's bottom leg so the figure no longer depends on cover or d. - Fixed stirrup stroke with a rounded 3 pt corner radius. - Right-align the figure, constrain its caption to the image width, and shorten the caption to "Beam cross-section". - Document input.yaml fields.
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# Project name shown in the Typst report header.
Add structural calculation worksheets Collection of engineering calculation projects (Python + Typst), each with input, calc script, tests, results, and generated PDF where available.
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project: "Deer Creek Shoring"
Refine beam section figure and derive As from bars - Derive As from the provided longitudinal bars instead of taking it as input; drop the redundant As_bars output and update tests. - Draw a fixed schematic 1 in cover and pin the bottom bars to the stirrup's bottom leg so the figure no longer depends on cover or d. - Fixed stirrup stroke with a rounded 3 pt corner radius. - Right-align the figure, constrain its caption to the image width, and shorten the caption to "Beam cross-section". - Document input.yaml fields.
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# Person or organization shown in the Typst report footer.
Add structural calculation worksheets Collection of engineering calculation projects (Python + Typst), each with input, calc script, tests, results, and generated PDF where available.
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prepared_by: "Conemco Engineering"
Refine beam section figure and derive As from bars - Derive As from the provided longitudinal bars instead of taking it as input; drop the redundant As_bars output and update tests. - Draw a fixed schematic 1 in cover and pin the bottom bars to the stirrup's bottom leg so the figure no longer depends on cover or d. - Fixed stirrup stroke with a rounded 3 pt corner radius. - Right-align the figure, constrain its caption to the image width, and shorten the caption to "Beam cross-section". - Document input.yaml fields.
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# Simple span used for the moment and shear demands.
Use Pint and unit-free variable names in concrete-beam Convert input parsing to Pint (matching the other calculations), carry units in the YAML values, and drop unit suffixes from input keys, local variables, results keys, the Typst sheet, and tests.
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span: "16 ft"
Refine beam section figure and derive As from bars - Derive As from the provided longitudinal bars instead of taking it as input; drop the redundant As_bars output and update tests. - Draw a fixed schematic 1 in cover and pin the bottom bars to the stirrup's bottom leg so the figure no longer depends on cover or d. - Fixed stirrup stroke with a rounded 3 pt corner radius. - Right-align the figure, constrain its caption to the image width, and shorten the caption to "Beam cross-section". - Document input.yaml fields.
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# Tributary width carried by the beam.
Use Pint and unit-free variable names in concrete-beam Convert input parsing to Pint (matching the other calculations), carry units in the YAML values, and drop unit suffixes from input keys, local variables, results keys, the Typst sheet, and tests.
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tributary: "6.25 ft"
Refine beam section figure and derive As from bars - Derive As from the provided longitudinal bars instead of taking it as input; drop the redundant As_bars output and update tests. - Draw a fixed schematic 1 in cover and pin the bottom bars to the stirrup's bottom leg so the figure no longer depends on cover or d. - Fixed stirrup stroke with a rounded 3 pt corner radius. - Right-align the figure, constrain its caption to the image width, and shorten the caption to "Beam cross-section". - Document input.yaml fields.
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# Dead load including superimposed dead (psf).
Use Pint and unit-free variable names in concrete-beam Convert input parsing to Pint (matching the other calculations), carry units in the YAML values, and drop unit suffixes from input keys, local variables, results keys, the Typst sheet, and tests.
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D: "55 psf"
Refine beam section figure and derive As from bars - Derive As from the provided longitudinal bars instead of taking it as input; drop the redundant As_bars output and update tests. - Draw a fixed schematic 1 in cover and pin the bottom bars to the stirrup's bottom leg so the figure no longer depends on cover or d. - Fixed stirrup stroke with a rounded 3 pt corner radius. - Right-align the figure, constrain its caption to the image width, and shorten the caption to "Beam cross-section". - Document input.yaml fields.
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# Live load (psf).
Use Pint and unit-free variable names in concrete-beam Convert input parsing to Pint (matching the other calculations), carry units in the YAML values, and drop unit suffixes from input keys, local variables, results keys, the Typst sheet, and tests.
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L: "20 psf"
Refine beam section figure and derive As from bars - Derive As from the provided longitudinal bars instead of taking it as input; drop the redundant As_bars output and update tests. - Draw a fixed schematic 1 in cover and pin the bottom bars to the stirrup's bottom leg so the figure no longer depends on cover or d. - Fixed stirrup stroke with a rounded 3 pt corner radius. - Right-align the figure, constrain its caption to the image width, and shorten the caption to "Beam cross-section". - Document input.yaml fields.
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# Beam web width b_w.
Use Pint and unit-free variable names in concrete-beam Convert input parsing to Pint (matching the other calculations), carry units in the YAML values, and drop unit suffixes from input keys, local variables, results keys, the Typst sheet, and tests.
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bw: "8 in"
Refine beam section figure and derive As from bars - Derive As from the provided longitudinal bars instead of taking it as input; drop the redundant As_bars output and update tests. - Draw a fixed schematic 1 in cover and pin the bottom bars to the stirrup's bottom leg so the figure no longer depends on cover or d. - Fixed stirrup stroke with a rounded 3 pt corner radius. - Right-align the figure, constrain its caption to the image width, and shorten the caption to "Beam cross-section". - Document input.yaml fields.
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# Overall beam depth h.
Use Pint and unit-free variable names in concrete-beam Convert input parsing to Pint (matching the other calculations), carry units in the YAML values, and drop unit suffixes from input keys, local variables, results keys, the Typst sheet, and tests.
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h: "12 in"
Refine beam section figure and derive As from bars - Derive As from the provided longitudinal bars instead of taking it as input; drop the redundant As_bars output and update tests. - Draw a fixed schematic 1 in cover and pin the bottom bars to the stirrup's bottom leg so the figure no longer depends on cover or d. - Fixed stirrup stroke with a rounded 3 pt corner radius. - Right-align the figure, constrain its caption to the image width, and shorten the caption to "Beam cross-section". - Document input.yaml fields.
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# Effective depth to the tension-steel centroid, used for flexure.
Use Pint and unit-free variable names in concrete-beam Convert input parsing to Pint (matching the other calculations), carry units in the YAML values, and drop unit suffixes from input keys, local variables, results keys, the Typst sheet, and tests.
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d: "9.5 in"
Refine beam section figure and derive As from bars - Derive As from the provided longitudinal bars instead of taking it as input; drop the redundant As_bars output and update tests. - Draw a fixed schematic 1 in cover and pin the bottom bars to the stirrup's bottom leg so the figure no longer depends on cover or d. - Fixed stirrup stroke with a rounded 3 pt corner radius. - Right-align the figure, constrain its caption to the image width, and shorten the caption to "Beam cross-section". - Document input.yaml fields.
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# Concrete compressive strength f'_c.
Use Pint and unit-free variable names in concrete-beam Convert input parsing to Pint (matching the other calculations), carry units in the YAML values, and drop unit suffixes from input keys, local variables, results keys, the Typst sheet, and tests.
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fc: "3.0 ksi"
Refine beam section figure and derive As from bars - Derive As from the provided longitudinal bars instead of taking it as input; drop the redundant As_bars output and update tests. - Draw a fixed schematic 1 in cover and pin the bottom bars to the stirrup's bottom leg so the figure no longer depends on cover or d. - Fixed stirrup stroke with a rounded 3 pt corner radius. - Right-align the figure, constrain its caption to the image width, and shorten the caption to "Beam cross-section". - Document input.yaml fields.
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# Steel yield strength f_y.
Use Pint and unit-free variable names in concrete-beam Convert input parsing to Pint (matching the other calculations), carry units in the YAML values, and drop unit suffixes from input keys, local variables, results keys, the Typst sheet, and tests.
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fy: "60 ksi"
Refine beam section figure and derive As from bars - Derive As from the provided longitudinal bars instead of taking it as input; drop the redundant As_bars output and update tests. - Draw a fixed schematic 1 in cover and pin the bottom bars to the stirrup's bottom leg so the figure no longer depends on cover or d. - Fixed stirrup stroke with a rounded 3 pt corner radius. - Right-align the figure, constrain its caption to the image width, and shorten the caption to "Beam cross-section". - Document input.yaml fields.
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# Concrete unit weight used for the beam self-weight.
Use Pint and unit-free variable names in concrete-beam Convert input parsing to Pint (matching the other calculations), carry units in the YAML values, and drop unit suffixes from input keys, local variables, results keys, the Typst sheet, and tests.
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concrete_density: "150 pcf"
Refine beam section figure and derive As from bars - Derive As from the provided longitudinal bars instead of taking it as input; drop the redundant As_bars output and update tests. - Draw a fixed schematic 1 in cover and pin the bottom bars to the stirrup's bottom leg so the figure no longer depends on cover or d. - Fixed stirrup stroke with a rounded 3 pt corner radius. - Right-align the figure, constrain its caption to the image width, and shorten the caption to "Beam cross-section". - Document input.yaml fields.
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# Factored load combination applied to the demands.
Add structural calculation worksheets Collection of engineering calculation projects (Python + Typst), each with input, calc script, tests, results, and generated PDF where available.
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load_combination: "1.2D + 1.6L"
Add generated beam cross-section figure to concrete-beam 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.
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Refine beam section figure and derive As from bars - Derive As from the provided longitudinal bars instead of taking it as input; drop the redundant As_bars output and update tests. - Draw a fixed schematic 1 in cover and pin the bottom bars to the stirrup's bottom leg so the figure no longer depends on cover or d. - Fixed stirrup stroke with a rounded 3 pt corner radius. - Right-align the figure, constrain its caption to the image width, and shorten the caption to "Beam cross-section". - Document input.yaml fields.
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# Clear cover from the concrete face to the stirrup.
Add generated beam cross-section figure to concrete-beam 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.
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cover: "1.5 in"
Refine beam section figure and derive As from bars - Derive As from the provided longitudinal bars instead of taking it as input; drop the redundant As_bars output and update tests. - Draw a fixed schematic 1 in cover and pin the bottom bars to the stirrup's bottom leg so the figure no longer depends on cover or d. - Fixed stirrup stroke with a rounded 3 pt corner radius. - Right-align the figure, constrain its caption to the image width, and shorten the caption to "Beam cross-section". - Document input.yaml fields.
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# Stirrup bar number (#3).
Add generated beam cross-section figure to concrete-beam 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.
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stirrup_size: 3
Refine beam section figure and derive As from bars - Derive As from the provided longitudinal bars instead of taking it as input; drop the redundant As_bars output and update tests. - Draw a fixed schematic 1 in cover and pin the bottom bars to the stirrup's bottom leg so the figure no longer depends on cover or d. - Fixed stirrup stroke with a rounded 3 pt corner radius. - Right-align the figure, constrain its caption to the image width, and shorten the caption to "Beam cross-section". - Document input.yaml fields.
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# Stirrup spacing along the span, on center.
Add generated beam cross-section figure to concrete-beam 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.
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stirrup_spacing: "6 in"
Refine beam section figure and derive As from bars - Derive As from the provided longitudinal bars instead of taking it as input; drop the redundant As_bars output and update tests. - Draw a fixed schematic 1 in cover and pin the bottom bars to the stirrup's bottom leg so the figure no longer depends on cover or d. - Fixed stirrup stroke with a rounded 3 pt corner radius. - Right-align the figure, constrain its caption to the image width, and shorten the caption to "Beam cross-section". - Document input.yaml fields.
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# Bottom (tension) longitudinal bar number (#5).
Add generated beam cross-section figure to concrete-beam 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.
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bar_size: 5
Refine beam section figure and derive As from bars - Derive As from the provided longitudinal bars instead of taking it as input; drop the redundant As_bars output and update tests. - Draw a fixed schematic 1 in cover and pin the bottom bars to the stirrup's bottom leg so the figure no longer depends on cover or d. - Fixed stirrup stroke with a rounded 3 pt corner radius. - Right-align the figure, constrain its caption to the image width, and shorten the caption to "Beam cross-section". - Document input.yaml fields.
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# Number of bottom longitudinal bars.
Add generated beam cross-section figure to concrete-beam 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.
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n_bars: 2
Refine beam section figure and derive As from bars - Derive As from the provided longitudinal bars instead of taking it as input; drop the redundant As_bars output and update tests. - Draw a fixed schematic 1 in cover and pin the bottom bars to the stirrup's bottom leg so the figure no longer depends on cover or d. - Fixed stirrup stroke with a rounded 3 pt corner radius. - Right-align the figure, constrain its caption to the image width, and shorten the caption to "Beam cross-section". - Document input.yaml fields.
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# Top (hanger) longitudinal bar number (#4).
Add generated beam cross-section figure to concrete-beam 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.
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top_bar_size: 4
Refine beam section figure and derive As from bars - Derive As from the provided longitudinal bars instead of taking it as input; drop the redundant As_bars output and update tests. - Draw a fixed schematic 1 in cover and pin the bottom bars to the stirrup's bottom leg so the figure no longer depends on cover or d. - Fixed stirrup stroke with a rounded 3 pt corner radius. - Right-align the figure, constrain its caption to the image width, and shorten the caption to "Beam cross-section". - Document input.yaml fields.
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# Number of top hanger bars.
Add generated beam cross-section figure to concrete-beam 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.
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n_top_bars: 2
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