From d90136d158ce89ae94acfc74ec496d649d4c0d54 Mon Sep 17 00:00:00 2001 From: smillmorel Date: Mon, 21 Sep 2026 19:35:38 -0400 Subject: [PATCH] Update concrete-beam example, section placement, and README - 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. --- concrete-beam/README.md | 29 + concrete-beam/assets/beam-section.typ | 24 +- concrete-beam/concrete-beam.pdf | 875 +++++++++++++------------- concrete-beam/concrete-beam.typ | 14 +- concrete-beam/input.yaml | 8 +- concrete-beam/results.json | 28 +- 6 files changed, 508 insertions(+), 470 deletions(-) create mode 100644 concrete-beam/README.md diff --git a/concrete-beam/README.md b/concrete-beam/README.md new file mode 100644 index 0000000..19e9e0a --- /dev/null +++ b/concrete-beam/README.md @@ -0,0 +1,29 @@ +# Concrete Beam + +Simple-span rectangular reinforced concrete beam, checked per ACI 318 for flexure, minimum steel, and concrete shear under a uniform gravity load (1.2D + 1.6L). + +## Files + +- `input.yaml` — geometry, loads, materials, and reinforcement; units are carried in the values. +- `calc.py` — computes the demands and capacities, writes `results.json`, and regenerates the cross-section figure. +- `beam_section.py` — renders the cross-section as native Typst (`assets/beam-section.typ`), drawn to a fixed schematic cover. +- `test_concrete_beam.py` — pytest checks of the demands, flexure, minimum steel, shear, reinforcement geometry, and the generated figure. +- `concrete-beam.typ` — report; compiles to `concrete-beam.pdf`. + +`As` is derived from the provided bars (`n_bars`, `bar_size`). + +## Usage + +Edit `input.yaml`, then: + +```sh +python3 calc.py # writes results.json and assets/beam-section.typ +python3 -m pytest # checks the calculation and the generated figure +typst compile concrete-beam.typ # builds concrete-beam.pdf +``` + +`calc.py` must be run before compiling so the figure matches the current inputs; the tests fail if `assets/beam-section.typ` is stale. + +## Requirements + +Python 3 with `pyyaml`, `pint`, `pytest`; Typst. diff --git a/concrete-beam/assets/beam-section.typ b/concrete-beam/assets/beam-section.typ index b69d0e9..66d20d9 100644 --- a/concrete-beam/assets/beam-section.typ +++ b/concrete-beam/assets/beam-section.typ @@ -3,10 +3,12 @@ box(width: 180pt, height: 180pt)[ #place(dx: 48pt, dy: 28pt, rect(width: 76pt, height: 114pt, fill: rgb("#f2f2f2"), stroke: 1pt + black)) #place(dx: 58.5pt, dy: 38.5pt, rect(width: 55pt, height: 93pt, radius: 3pt, stroke: 2pt + black)) - #place(dx: 59.5pt, dy: 124.6pt, circle(radius: 2.969pt, fill: black)) - #place(dx: 106.6pt, dy: 124.6pt, circle(radius: 2.969pt, fill: black)) - #place(dx: 59.5pt, dy: 39.5pt, circle(radius: 2.375pt, fill: black)) - #place(dx: 107.8pt, dy: 39.5pt, circle(radius: 2.375pt, fill: black)) + #place(dx: 59.5pt, dy: 121pt, circle(radius: 4.75pt, fill: black)) + #place(dx: 74pt, dy: 121pt, circle(radius: 4.75pt, fill: black)) + #place(dx: 88.5pt, dy: 121pt, circle(radius: 4.75pt, fill: black)) + #place(dx: 103pt, dy: 121pt, circle(radius: 4.75pt, fill: black)) + #place(dx: 59.5pt, dy: 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Numbers come from `calc caption: [#n.span ft simply supported beam, #n.bw in × #n.h in rectangular section.], ) -== Section and Reinforcement - -#align(right, block(width: 2.5in, figure( - beam-section(), - caption: [Beam cross-section], -))) - == Loads and Beam Demand #calcline([$L = #n.span " ft"$], [Simple span]) @@ -65,6 +58,13 @@ Simple-span rectangular beam under uniform gravity load. Numbers come from `calc [Support shear], ) +== Section and Reinforcement + +#align(right, block(width: 2.5in, figure( + beam-section(), + caption: [Beam cross-section], +))) + == Flexural Strength #calcline([$b_w = #n.bw " in"$], [Beam width]) diff --git a/concrete-beam/input.yaml b/concrete-beam/input.yaml index b6fc292..3384810 100644 --- a/concrete-beam/input.yaml +++ b/concrete-beam/input.yaml @@ -31,12 +31,12 @@ cover: "1.5 in" # Stirrup bar number (#3). stirrup_size: 3 # Stirrup spacing along the span, on center. -stirrup_spacing: "6 in" +stirrup_spacing: "8 in" # Bottom (tension) longitudinal bar number (#5). -bar_size: 5 +bar_size: 8 # Number of bottom longitudinal bars. -n_bars: 2 +n_bars: 4 # Top (hanger) longitudinal bar number (#4). -top_bar_size: 4 +top_bar_size: 8 # Number of top hanger bars. n_top_bars: 2 diff --git a/concrete-beam/results.json b/concrete-beam/results.json index 9ca010d..f4b9ba1 100644 --- a/concrete-beam/results.json +++ b/concrete-beam/results.json @@ -19,35 +19,35 @@ "d": 9.5, "fc": 3.0, "fy": 60.0, - "As": 0.613592, - "a": 1.804683, - "et": 0.010423, - "phi": 0.9, - "Mn": 26.377285, - "phiMn": 23.739557, + "As": 3.141593, + "a": 9.239978, + "et": -0.000378, + "phi": 0.65, + "Mn": 76.65503, + "phiMn": 49.82577, "As_min": 0.253333, "Vc": 8.325383, "phiVc": 6.244037, "cover": 1.5, "stirrup_size": 3, - "stirrup_spacing": 6.0, + "stirrup_spacing": 8.0, "stirrup_db": 0.375, - "bar_size": 5, - "n_bars": 2, - "bar_db": 0.625, - "top_bar_size": 4, + "bar_size": 8, + "n_bars": 4, + "bar_db": 1.0, + "top_bar_size": 8, "n_top_bars": 2, - "top_bar_db": 0.5 + "top_bar_db": 1.0 }, "checks": { "flexure": { "demand": 23.44, - "capacity": 23.739557, + "capacity": 49.82577, "ok": true }, "minimum_steel": { "demand": 0.253333, - "capacity": 0.613592, + "capacity": 3.141593, "ok": true }, "shear": {