diff --git a/concrete-beam2/assets/logo.png b/concrete-beam2/assets/logo.png deleted file mode 100755 index 598b0e3..0000000 Binary files a/concrete-beam2/assets/logo.png and /dev/null differ diff --git a/concrete-beam2/assets/sheet.typ b/concrete-beam2/assets/sheet.typ deleted file mode 100644 index 72f553b..0000000 --- a/concrete-beam2/assets/sheet.typ +++ /dev/null @@ -1,82 +0,0 @@ -#let navy = rgb("#1a3a5f") -#let muted = rgb("#626b73") -#let pass = rgb("#1f6b45") -#let fail = rgb("#9b2c2c") - -#let calcsheet( - title: "Structural Calculation", - project: "", - prepared-by: "", - body, -) = { - set document(title: title, author: prepared-by) - set page( - paper: "us-letter", - margin: (x: 1in, top: 1.25in, bottom: 1in), - header: context { - grid( - columns: (1fr, 1fr), - align: (left, right), - image("../assets/logo.png", height: 30pt), - [#text(size: 9pt)[Project:] \ - #text(size: 10pt, weight: "bold")[#project]], - ) - }, - footer: context { - set text(size: 8.5pt, fill: muted) - stack( - spacing: 4pt, - line(length: 100%, stroke: 0.5pt + muted), - [#prepared-by], - ) - }, - ) - set text(font: "Libertinus Serif", size: 10pt, lang: "en") - set par(justify: true) - set heading(numbering: none) - show heading.where(level: 1): set text(size: 14pt, weight: "bold", fill: black) - show heading.where(level: 2): set text(size: 11pt, weight: "bold", fill: black) - show heading.where(level: 2): set block(above: 2em, below: 1em) - body -} - -#let calcline(formula, note) = grid( - columns: (1.7fr, 1fr), - gutter: 4pt, - align: (left, left), - formula, text(size: 9pt, fill: muted, note), -) - -#let check(label, demand, capacity, unit: "", ok: auto, demand-label: "Demand", capacity-label: "Capacity") = { - let utilization = demand / capacity - let passes = if ok == auto { utilization <= 1 } else { ok } - let color = if passes { pass } else { fail } - block( - breakable: false, - width: 100%, - stroke: 0.8pt + black, - inset: 8pt, - radius: 2pt, - )[ - #grid( - columns: (1fr, auto), - [#text(weight: "bold")[#label]], - box(stroke: 0.8pt + color, inset: (x: 6pt, y: 2pt))[ - #text(weight: "bold", fill: color)[#if passes { "OK" } else { "NOT OK" }] - ], - ) - #v(4pt) - #grid( - columns: (1fr, auto), - [ - #demand-label: #calc.round(demand, digits: 2) #unit #h(14pt) - #capacity-label: #calc.round(capacity, digits: 2) #unit - ], - [ - D/C: #calc.round(utilization, digits: 2) - ], - ) - ] -} - - diff --git a/concrete-beam2/calc.py b/concrete-beam2/calc.py deleted file mode 100644 index 1e7ae87..0000000 --- a/concrete-beam2/calc.py +++ /dev/null @@ -1,154 +0,0 @@ -from __future__ import annotations - -import json -import math -import sys -from pathlib import Path - -try: - import yaml -except ImportError: - raise SystemExit("Install PyYAML: python -m pip install pyyaml") - -try: - from pint import DimensionalityError, UndefinedUnitError, UnitRegistry -except ImportError: - raise SystemExit("Install Pint: python -m pip install pint") - - -HERE = Path(__file__).resolve().parent - -ureg = UnitRegistry() -ureg.define("kip = 1000 * force_pound") -ureg.define("ksi = kip / inch ** 2") -ureg.define("klf = kip / foot") -if "psf" not in ureg: - ureg.define("psf = force_pound / foot ** 2") -if "pcf" not in ureg: - ureg.define("pcf = force_pound / foot ** 3") - - -def to_magnitude(value, unit: str, name: str) -> float: - try: - quantity = ureg.Quantity(value) - except (UndefinedUnitError, ValueError, TypeError) as exc: - raise ValueError(f"{name}: cannot parse {value!r}") from exc - try: - magnitude = float(quantity.to(unit).magnitude) - except DimensionalityError as exc: - raise ValueError(f"{name}: expected {unit}, got {value!r}") from exc - if magnitude <= 0: - raise ValueError(f"{name} must be positive") - return magnitude - - -def compute(inp: dict) -> dict: - span_ft = to_magnitude(inp["span"], "ft", "span") - tributary_ft = to_magnitude(inp["tributary"], "ft", "tributary") - D_psf = to_magnitude(inp["D"], "psf", "D") - L_psf = to_magnitude(inp["L"], "psf", "L") - bw_in = to_magnitude(inp["bw"], "in", "bw") - h_in = to_magnitude(inp["h"], "in", "h") - d_in = to_magnitude(inp["d"], "in", "d") - fc_ksi = to_magnitude(inp["fc"], "ksi", "fc") - fy_ksi = to_magnitude(inp["fy"], "ksi", "fy") - As_in2 = to_magnitude(inp["As"], "in**2", "As") - concrete_pcf = to_magnitude(inp["concrete_density"], "pcf", "concrete_density") - - self_weight_klf = (bw_in * h_in / 144.0) * concrete_pcf / 1000.0 - wD_klf = D_psf * tributary_ft / 1000.0 + self_weight_klf - wL_klf = L_psf * tributary_ft / 1000.0 - wu_klf = 1.2 * wD_klf + 1.6 * wL_klf - Mu_kipft = wu_klf * span_ft**2 / 8.0 - Vu_kip = wu_klf * span_ft / 2.0 - - fc_psi = fc_ksi * 1000.0 - fy_psi = fy_ksi * 1000.0 - a_in = As_in2 * fy_ksi / (0.85 * fc_ksi * bw_in) - beta1 = max(0.65, min(0.85, 0.85 - 0.05 * max(0.0, (fc_psi - 4000.0) / 1000.0))) - c_in = a_in / beta1 - et = 0.003 * (d_in - c_in) / c_in if c_in > 0 else 0.0 - if et >= 0.005: - phi = 0.90 - else: - phi = max(0.65, min(0.90, 0.65 + (et - 0.002) * 250.0 / 3.0)) - Mn_kipft = As_in2 * fy_ksi * (d_in - a_in / 2.0) / 12.0 - phiMn_kipft = phi * Mn_kipft - - rho_min = max(3.0 * math.sqrt(fc_psi) / fy_psi, 200.0 / fy_psi) - As_min_in2 = rho_min * bw_in * d_in - - Vc_kip = 2.0 * math.sqrt(fc_psi) * bw_in * d_in / 1000.0 - phiVc_kip = 0.75 * Vc_kip - - def q(value: float) -> float: - return round(value, 6) - - return { - "tool": "concrete_beam2", - "version": "0.1", - "project": inp.get("project", ""), - "prepared_by": inp.get("prepared_by", ""), - "values": { - "span_ft": q(span_ft), - "tributary_ft": q(tributary_ft), - "D_psf": q(D_psf), - "L_psf": q(L_psf), - "self_weight_klf": q(self_weight_klf), - "wD_klf": q(wD_klf), - "wL_klf": q(wL_klf), - "wu_klf": q(wu_klf), - "Mu_kipft": q(Mu_kipft), - "Vu_kip": q(Vu_kip), - "bw_in": q(bw_in), - "h_in": q(h_in), - "d_in": q(d_in), - "fc_ksi": q(fc_ksi), - "fy_ksi": q(fy_ksi), - "As_in2": q(As_in2), - "a_in": q(a_in), - "et": q(et), - "phi": q(phi), - "Mn_kipft": q(Mn_kipft), - "phiMn_kipft": q(phiMn_kipft), - "As_min_in2": q(As_min_in2), - "Vc_kip": q(Vc_kip), - "phiVc_kip": q(phiVc_kip), - }, - "checks": { - "flexure": { - "demand": q(Mu_kipft), - "capacity": q(phiMn_kipft), - "ok": Mu_kipft <= phiMn_kipft, - }, - "minimum_steel": { - "demand": q(As_min_in2), - "capacity": q(As_in2), - "ok": As_in2 >= As_min_in2, - }, - "shear": { - "demand": q(Vu_kip), - "capacity": q(phiVc_kip), - "ok": Vu_kip <= phiVc_kip, - }, - }, - } - - -def write_results(result: dict, path: Path) -> None: - path.write_text(json.dumps(result, indent=2) + "\n", encoding="utf-8") - - -def main() -> int: - input_path = Path(sys.argv[1]) if len(sys.argv) > 1 else HERE / "input.yaml" - output_path = Path(sys.argv[2]) if len(sys.argv) > 2 else input_path.with_name("results.json") - with input_path.open(encoding="utf-8") as handle: - inp = yaml.safe_load(handle) - result = compute(inp) - write_results(result, output_path) - print(output_path) - return 0 - - -if 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json("results.json") -#let n = data.values -#let checks = data.checks -#let round(value, digits: 2) = calc.round(value, digits: digits) - -#show: calcsheet.with( - title: "Concrete Beam Analysis", - project: data.project, - prepared-by: data.prepared_by, -) - -= Reinforced Concrete Beam - -Simple-span rectangular beam under uniform gravity load. YAML quantities are converted by Pint in `calc.py`. This sheet only presents the results. - -#let beam-sketch = { - set align(center) - box(width: 82%, inset: (y: 8pt))[ - #line(length: 100%, stroke: 1.4pt) - #v(-7.5pt) - #grid( - columns: (auto, 1fr, auto), - align: (left, center, right), - polygon(fill: black, (0pt, 0pt), (8pt, 10pt), (-8pt, 10pt)), - text(size: 9pt)[$w_u$ uniform factored load], - polygon(fill: black, (0pt, 0pt), (8pt, 10pt), (-8pt, 10pt)), - ) - #v(2pt) - #text(size: 9pt)[#n.span_ft ft simple span · #n.bw_in in × #n.h_in in section] - ] -} - -#figure( - beam-sketch, - caption: [#n.span_ft ft simply supported beam, #n.bw_in in × #n.h_in in rectangular section.], -) - -== Loads and Beam Demand - -#calcline([$L = #n.span_ft " ft"$], [Simple span]) -#calcline([$B_t = #n.tributary_ft " ft"$], [Tributary width]) -#calcline([$D = #n.D_psf " psf"$], [Dead load including superimposed dead]) -#calcline([$L_L = #n.L_psf " psf"$], [Live load]) -#calcline([$w_("sw") = #round(n.self_weight_klf, digits: 3) " kip/ft"$], [Beam self-weight]) -#calcline( - [$w_u = 1.2 w_D + 1.6 w_L = #round(n.wu_klf, digits: 3) " kip/ft"$], - [Factored uniform line load], -) -#calcline( - [$M_u = w_u L^2 / 8 = #round(n.Mu_kipft) " kip·ft"$], - [Maximum positive moment], -) -#calcline( - [$V_u = w_u L / 2 = #round(n.Vu_kip) " kip"$], - [Support shear], -) - -== Flexural Strength - -#calcline([$b_w = #n.bw_in " in"$], [Beam width]) -#calcline([$h = #n.h_in " in"$], [Overall depth]) -#calcline([$d = #n.d_in " in"$], [Effective depth]) -#calcline([$f'_c = #n.fc_ksi " ksi"$], [Concrete compressive strength]) -#calcline([$f_y = #n.fy_ksi " ksi"$], [Steel yield strength]) -#calcline([$A_s = #n.As_in2 " in"^2$], [Provided tension steel (2 No. 5)]) -#calcline( - [$a = A_s f_y / (0.85 f'_c b_w) = #round(n.a_in, digits: 3) " in"$], - [Equivalent compression-block depth], -) -#calcline([$epsilon_t = #round(n.et, digits: 4)$], [Net tensile strain]) -#calcline([$phi = #round(n.phi, digits: 2)$], [Strength reduction factor]) -#calcline( - [$phi M_n = phi A_s f_y (d - a/2) = #round(n.phiMn_kipft) " kip·ft"$], - [Design flexural strength], -) - -#v(7pt) -#check( - "Flexural strength", - checks.flexure.demand, - checks.flexure.capacity, - unit: "kip·ft", - ok: checks.flexure.ok, - demand-label: [$M_u$], - capacity-label: [$phi M_n$], -) - -== Minimum Steel and Concrete Shear - -#calcline([$A_("s,min") = #round(n.As_min_in2, digits: 3) " in"^2$], [Minimum longitudinal steel]) -#calcline([$A_("s,prov") = #round(n.As_in2, digits: 3) " in"^2$], [Provided longitudinal steel]) - -#v(7pt) -#check( - "Minimum longitudinal reinforcement", - checks.minimum_steel.demand, - checks.minimum_steel.capacity, - unit: "in²", - ok: checks.minimum_steel.ok, - demand-label: [$A_("s,min")$], - capacity-label: [$A_("s,prov")$], -) - -#v(10pt) -#calcline([$V_c = 2 sqrt(f'_c) b_w d = #round(n.Vc_kip) " kip"$], [Concrete shear strength]) -#calcline([$phi V_c = #round(n.phiVc_kip) " kip"$], [Design concrete shear strength]) - -#v(7pt) -#check( - "Concrete shear", - checks.shear.demand, - checks.shear.capacity, - unit: "kip", - ok: checks.shear.ok, - demand-label: [$V_u$], - capacity-label: [$phi V_c$], -) diff --git a/concrete-beam2/input.yaml b/concrete-beam2/input.yaml deleted file mode 100644 index 1663fab..0000000 --- a/concrete-beam2/input.yaml +++ /dev/null @@ -1,15 +0,0 @@ -project: "Deer Creek Shoring" -prepared_by: "Conemco Engineering" - -span: "16 ft" -tributary: "6.25 ft" -D: "55 psf" -L: "20 psf" -bw: "8 in" -h: "12 in" -d: "1 ft" -fc: "3000 psi" -fy: "50000 psi" -As: "0.62 in^2" -concrete_density: "150 pcf" -load_combination: "1.2D + 1.6L" diff --git a/concrete-beam2/results.json b/concrete-beam2/results.json deleted file mode 100644 index bda4126..0000000 --- a/concrete-beam2/results.json +++ /dev/null @@ -1,49 +0,0 @@ -{ - "tool": "concrete_beam2", - "version": "0.1", - "project": "Deer Creek Shoring", - "prepared_by": "Conemco Engineering", - "values": { - "span_ft": 16.0, - "tributary_ft": 6.25, - "D_psf": 55.0, - "L_psf": 20.0, - "self_weight_klf": 0.1, - "wD_klf": 0.44375, - "wL_klf": 0.125, - "wu_klf": 0.7325, - "Mu_kipft": 23.44, - "Vu_kip": 5.86, - "bw_in": 8.0, - "h_in": 12.0, - "d_in": 12.0, - "fc_ksi": 3.0, - "fy_ksi": 50.0, - "As_in2": 0.62, - "a_in": 1.519608, - "et": 0.017137, - "phi": 0.9, - "Mn_kipft": 29.037173, - "phiMn_kipft": 26.133456, - "As_min_in2": 0.384, - "Vc_kip": 10.516273, - "phiVc_kip": 7.887205 - }, - "checks": { - "flexure": { - "demand": 23.44, - "capacity": 26.133456, - "ok": true - }, - "minimum_steel": { - "demand": 0.384, - "capacity": 0.62, - "ok": true - }, - "shear": { - "demand": 5.86, - "capacity": 7.887205, - "ok": true - } - } -} diff --git a/concrete-beam2/test_concrete_beam2.py b/concrete-beam2/test_concrete_beam2.py deleted file mode 100644 index 1387233..0000000 --- a/concrete-beam2/test_concrete_beam2.py +++ /dev/null @@ -1,70 +0,0 @@ -from pathlib import Path -import importlib.util - -import pytest -import yaml - - -HERE = Path(__file__).resolve().parent - -spec = importlib.util.spec_from_file_location("concrete_beam2_calc", HERE / "calc.py") -assert spec is not None and spec.loader is not None -calc_module = importlib.util.module_from_spec(spec) -spec.loader.exec_module(calc_module) -compute = calc_module.compute - - -def load_input(): - with (HERE / "input.yaml").open(encoding="utf-8") as handle: - return yaml.safe_load(handle) - - -@pytest.fixture -def result(): - return compute(load_input()) - - -def test_example_demands(result): - v = result["values"] - assert v["self_weight_klf"] == pytest.approx(0.1) - assert v["wu_klf"] == pytest.approx(0.7325) - assert v["Mu_kipft"] == pytest.approx(23.44) - assert v["Vu_kip"] == pytest.approx(5.86) - - -def test_example_flexure(result): - v = result["values"] - assert v["a_in"] == pytest.approx(1.519608, rel=1e-5) - assert v["et"] == pytest.approx(0.017137, rel=1e-3) - assert v["phi"] == pytest.approx(0.9) - assert v["phiMn_kipft"] == pytest.approx(26.133456, rel=1e-5) - assert result["checks"]["flexure"]["ok"] is True - - -def test_example_min_steel_and_shear(result): - v = result["values"] - assert v["As_min_in2"] == pytest.approx(0.384, rel=1e-4) - assert v["phiVc_kip"] == pytest.approx(7.887205, rel=1e-4) - assert result["checks"]["minimum_steel"]["ok"] is True - assert result["checks"]["shear"]["ok"] is True - - -def test_alternate_units_match_default(result): - alt = load_input() - alt.update( - { - "span": "192 in", - "tributary": "75 in", - "fc": "3000 psi", - } - ) - converted = compute(alt) - for key in ("span_ft", "tributary_ft", "fc_ksi", "Mu_kipft", "phiMn_kipft", "Vu_kip"): - assert converted["values"][key] == pytest.approx(result["values"][key], rel=1e-6) - - -def test_wrong_dimension_is_rejected(): - bad = load_input() - bad["span"] = "16 kip" - with pytest.raises(ValueError, match="span"): - compute(bad) diff --git a/shore-post-brace/assets/logo.png b/shore-post-brace/assets/logo.png deleted file mode 100755 index 598b0e3..0000000 Binary files a/shore-post-brace/assets/logo.png and /dev/null differ diff --git a/shore-post-brace/assets/sheet.typ b/shore-post-brace/assets/sheet.typ deleted file mode 100644 index 72f553b..0000000 --- a/shore-post-brace/assets/sheet.typ +++ /dev/null @@ -1,82 +0,0 @@ -#let navy = rgb("#1a3a5f") -#let muted = rgb("#626b73") -#let pass = rgb("#1f6b45") -#let fail = rgb("#9b2c2c") - -#let calcsheet( - title: "Structural Calculation", - project: "", - prepared-by: "", - body, -) = { - set document(title: title, author: prepared-by) - set page( - paper: "us-letter", - margin: (x: 1in, top: 1.25in, bottom: 1in), - header: context { - grid( - columns: (1fr, 1fr), - align: (left, right), - image("../assets/logo.png", height: 30pt), - [#text(size: 9pt)[Project:] \ - #text(size: 10pt, weight: "bold")[#project]], - ) - }, - footer: context { - set text(size: 8.5pt, fill: muted) - stack( - spacing: 4pt, - line(length: 100%, stroke: 0.5pt + muted), - [#prepared-by], - ) - }, - ) - set text(font: "Libertinus Serif", size: 10pt, lang: "en") - set par(justify: true) - set heading(numbering: none) - show heading.where(level: 1): set text(size: 14pt, weight: "bold", fill: black) - show heading.where(level: 2): set text(size: 11pt, weight: "bold", fill: black) - show heading.where(level: 2): set block(above: 2em, below: 1em) - body -} - -#let calcline(formula, note) = grid( - columns: (1.7fr, 1fr), - gutter: 4pt, - align: (left, left), - formula, text(size: 9pt, fill: muted, note), -) - -#let check(label, demand, capacity, unit: "", ok: auto, demand-label: "Demand", capacity-label: "Capacity") = { - let utilization = demand / capacity - let passes = if ok == auto { utilization <= 1 } else { ok } - let color = if passes { pass } else { fail } - block( - breakable: false, - width: 100%, - stroke: 0.8pt + black, - inset: 8pt, - radius: 2pt, - )[ - #grid( - columns: (1fr, auto), - [#text(weight: "bold")[#label]], - box(stroke: 0.8pt + color, inset: (x: 6pt, y: 2pt))[ - #text(weight: "bold", fill: color)[#if passes { "OK" } else { "NOT OK" }] - ], - ) - #v(4pt) - #grid( - columns: (1fr, auto), - [ - #demand-label: #calc.round(demand, digits: 2) #unit #h(14pt) - #capacity-label: #calc.round(capacity, digits: 2) #unit - ], - [ - D/C: #calc.round(utilization, digits: 2) - ], - ) - ] -} - -