From d2191be8e11c4461f761e78282aae4bbdcf6e86a Mon Sep 17 00:00:00 2001 From: James Bayley <36523314+jamesbayley@users.noreply.github.com> Date: Fri, 16 Feb 2024 13:36:52 +0000 Subject: [PATCH 01/33] Remove 'ci' directory --- .gitattributes | 2 -- 1 file changed, 2 deletions(-) diff --git a/.gitattributes b/.gitattributes index e2c6339..85be672 100644 --- a/.gitattributes +++ b/.gitattributes @@ -1,5 +1,3 @@ .devcontainer/* linguist-vendored .github/* linguist-vendored scripts/* linguist-vendored -ci/* linguist-vendored -ci/**/* linguist-vendored From 572d0220f86fba7385de6cc894fae15a704748e3 Mon Sep 17 00:00:00 2001 From: James Bayley <36523314+jamesbayley@users.noreply.github.com> Date: Fri, 16 Feb 2024 13:37:22 +0000 Subject: [PATCH 02/33] Add .NET files --- .gitignore | 5 +++-- 1 file changed, 3 insertions(+), 2 deletions(-) diff --git a/.gitignore b/.gitignore index a40388d..cffb04d 100644 --- a/.gitignore +++ b/.gitignore @@ -1,6 +1,7 @@ -# Go +# .NET bin/ -build/ +obj/ +.fake # JavaScript node_modules/ From b4a5d06c98758e0106fb88c5444ca08490cec87c Mon Sep 17 00:00:00 2001 From: James Bayley <36523314+jamesbayley@users.noreply.github.com> Date: Fri, 16 Feb 2024 13:38:07 +0000 Subject: [PATCH 03/33] Delete Go directories --- go.mod | 3 - go.sum | 0 pkg/bluebook/.d/properties/cf-chs.json | 1486 ----- pkg/bluebook/.d/properties/cf-rhs.json | 2605 -------- pkg/bluebook/.d/properties/cf-shs.json | 1346 ---- pkg/bluebook/.d/properties/equal-l.json | 716 -- pkg/bluebook/.d/properties/hf-chs.json | 2354 ------- pkg/bluebook/.d/properties/hf-ehs.json | 444 -- pkg/bluebook/.d/properties/hf-rhs.json | 5930 ----------------- pkg/bluebook/.d/properties/hf-shs.json | 2494 ------- pkg/bluebook/.d/properties/pfc.json | 498 -- .../.d/properties/t-split-from-ub.json | 1906 ------ .../.d/properties/t-split-from-uc.json | 574 -- pkg/bluebook/.d/properties/ub.json | 3212 --------- pkg/bluebook/.d/properties/ubp.json | 512 -- pkg/bluebook/.d/properties/uc.json | 1382 ---- pkg/bluebook/.d/properties/unequal-l.json | 938 --- pkg/bluebook/doc.go | 10 - pkg/bluebook/universalsection.go | 24 - pkg/geometry/properties.go | 15 - pkg/steel/sections.go | 35 - pkg/units/units.go | 93 - 22 files changed, 26577 deletions(-) delete mode 100644 go.mod delete mode 100644 go.sum delete mode 100644 pkg/bluebook/.d/properties/cf-chs.json delete mode 100644 pkg/bluebook/.d/properties/cf-rhs.json delete mode 100644 pkg/bluebook/.d/properties/cf-shs.json delete mode 100644 pkg/bluebook/.d/properties/equal-l.json delete mode 100644 pkg/bluebook/.d/properties/hf-chs.json delete mode 100644 pkg/bluebook/.d/properties/hf-ehs.json delete mode 100644 pkg/bluebook/.d/properties/hf-rhs.json delete mode 100644 pkg/bluebook/.d/properties/hf-shs.json delete mode 100644 pkg/bluebook/.d/properties/pfc.json delete mode 100644 pkg/bluebook/.d/properties/t-split-from-ub.json delete mode 100644 pkg/bluebook/.d/properties/t-split-from-uc.json delete mode 100644 pkg/bluebook/.d/properties/ub.json delete mode 100644 pkg/bluebook/.d/properties/ubp.json delete mode 100644 pkg/bluebook/.d/properties/uc.json delete mode 100644 pkg/bluebook/.d/properties/unequal-l.json delete mode 100644 pkg/bluebook/doc.go delete mode 100644 pkg/bluebook/universalsection.go delete mode 100644 pkg/geometry/properties.go delete mode 100644 pkg/steel/sections.go delete mode 100644 pkg/units/units.go diff --git a/go.mod b/go.mod deleted file mode 100644 index e6646d2..0000000 --- a/go.mod +++ /dev/null @@ -1,3 +0,0 @@ -module github.com/GazelleKit/gazelle - -go 1.22.0 diff --git a/go.sum b/go.sum deleted file mode 100644 index e69de29..0000000 diff --git a/pkg/bluebook/.d/properties/cf-chs.json b/pkg/bluebook/.d/properties/cf-chs.json deleted file mode 100644 index 3dfc636..0000000 --- a/pkg/bluebook/.d/properties/cf-chs.json +++ /dev/null @@ -1,1486 +0,0 @@ -{ - "33.7x3.0": { - "Is Non-Standard": false, - "Mass Per Metre (kg/m)": 2.27, - "Area of Section, A (cm2)": 2.89, - "Ratio for Local Buckling, d/t": 11.2, - "Second Moment of Area, I (cm4)": 3.44, - "Radius of Gyration, i (cm)": 1.09, - "Elastic Modulus, Wel (cm3)": 2.04, - "Plastic Modulus, Wpl (cm3)": 2.84, - "Torsional Constant, IT (cm4)": 6.88, - "Torsional Constant, Wt (cm3)": 4.08, - "Surface Area Per Metre (m2)": 0.106, - "Surface Area Per Tonne (m2)": 46.7 - }, - "42.4x3.0": { - "Is Non-Standard": false, - "Mass Per Metre (kg/m)": 2.91, - "Area of Section, A (cm2)": 3.71, - "Ratio for Local Buckling, d/t": 14.1, - "Second Moment of Area, I (cm4)": 7.25, - "Radius of Gyration, i (cm)": 1.4, - "Elastic Modulus, Wel (cm3)": 3.42, - "Plastic Modulus, Wpl (cm3)": 4.67, - "Torsional Constant, IT (cm4)": 14.5, - "Torsional Constant, Wt (cm3)": 6.84, - "Surface Area Per Metre (m2)": 0.133, - "Surface Area Per Tonne (m2)": 45.7 - }, - "48.3x3.0": { - "Is Non-Standard": false, - "Mass Per Metre (kg/m)": 3.35, - "Area of Section, A (cm2)": 4.27, - "Ratio for Local Buckling, d/t": 16.1, - "Second Moment of Area, I (cm4)": 11.0, - "Radius of Gyration, i (cm)": 1.61, - "Elastic Modulus, Wel (cm3)": 4.55, - "Plastic Modulus, Wpl (cm3)": 6.17, - "Torsional Constant, IT (cm4)": 22.0, - "Torsional Constant, Wt (cm3)": 9.11, - "Surface Area Per Metre (m2)": 0.152, - "Surface Area Per Tonne (m2)": 45.4 - }, - "48.3x4.0": { - "Is Non-Standard": true, - "Mass Per Metre (kg/m)": 4.37, - "Area of Section, A (cm2)": 5.57, - "Ratio for Local Buckling, d/t": 12.1, - "Second Moment of Area, I (cm4)": 13.8, - "Radius of Gyration, i (cm)": 1.57, - "Elastic Modulus, Wel (cm3)": 5.7, - "Plastic Modulus, Wpl (cm3)": 7.87, - "Torsional Constant, IT (cm4)": 27.5, - "Torsional Constant, Wt (cm3)": 11.4, - "Surface Area Per Metre (m2)": 0.152, - "Surface Area Per Tonne (m2)": 34.8 - }, - "60.3x3.0": { - "Is Non-Standard": true, - "Mass Per Metre (kg/m)": 4.24, - "Area of Section, A (cm2)": 5.4, - "Ratio for Local Buckling, d/t": 20.1, - "Second Moment of Area, I (cm4)": 22.2, - "Radius of Gyration, i (cm)": 2.03, - "Elastic Modulus, Wel (cm3)": 7.37, - "Plastic Modulus, Wpl (cm3)": 9.86, - "Torsional Constant, IT (cm4)": 44.4, - "Torsional Constant, Wt (cm3)": 14.7, - "Surface Area Per Metre (m2)": 0.189, - "Surface Area Per Tonne (m2)": 44.6 - }, - "60.3x4.0": { - "Is Non-Standard": false, - "Mass Per Metre (kg/m)": 5.55, - "Area of Section, A (cm2)": 7.07, - "Ratio for Local Buckling, d/t": 15.1, - "Second Moment of Area, I (cm4)": 28.2, - "Radius of Gyration, i (cm)": 2.0, - "Elastic Modulus, Wel (cm3)": 9.34, - "Plastic Modulus, Wpl (cm3)": 12.7, - "Torsional Constant, IT (cm4)": 56.3, - "Torsional Constant, Wt (cm3)": 18.7, - "Surface Area Per Metre (m2)": 0.189, - "Surface Area Per Tonne (m2)": 34.1 - }, - "76.1x3.0": { - "Is Non-Standard": false, - "Mass Per Metre (kg/m)": 5.41, - "Area of Section, A (cm2)": 6.89, - "Ratio for Local Buckling, d/t": 25.4, - "Second Moment of Area, I (cm4)": 46.1, - "Radius of Gyration, i (cm)": 2.59, - "Elastic Modulus, Wel (cm3)": 12.1, - "Plastic Modulus, Wpl (cm3)": 16.0, - "Torsional Constant, IT (cm4)": 92.2, - "Torsional Constant, Wt (cm3)": 24.2, - "Surface Area Per Metre (m2)": 0.239, - "Surface Area Per Tonne (m2)": 44.2 - }, - "76.1x4.0": { - "Is Non-Standard": false, - "Mass Per Metre (kg/m)": 7.11, - "Area of Section, A (cm2)": 9.06, - "Ratio for Local Buckling, d/t": 19.0, - "Second Moment of Area, I (cm4)": 59.1, - "Radius of Gyration, i (cm)": 2.55, - "Elastic Modulus, Wel (cm3)": 15.5, - "Plastic Modulus, Wpl (cm3)": 20.8, - "Torsional Constant, IT (cm4)": 118.0, - "Torsional Constant, Wt (cm3)": 31.0, - "Surface Area Per Metre (m2)": 0.239, - "Surface Area Per Tonne (m2)": 33.6 - }, - "88.9x3.0": { - "Is Non-Standard": false, - "Mass Per Metre (kg/m)": 6.36, - "Area of Section, A (cm2)": 8.1, - "Ratio for Local Buckling, d/t": 29.6, - "Second Moment of Area, I (cm4)": 74.8, - "Radius of Gyration, i (cm)": 3.04, - "Elastic Modulus, Wel (cm3)": 16.8, - "Plastic Modulus, Wpl (cm3)": 22.1, - "Torsional Constant, IT (cm4)": 150.0, - "Torsional Constant, Wt (cm3)": 33.6, - "Surface Area Per Metre (m2)": 0.279, - "Surface Area Per Tonne (m2)": 43.9 - }, - "88.9x3.5": { - "Is Non-Standard": true, - "Mass Per Metre (kg/m)": 7.37, - "Area of Section, A (cm2)": 9.39, - "Ratio for Local Buckling, d/t": 25.4, - "Second Moment of Area, I (cm4)": 85.7, - "Radius of Gyration, i (cm)": 3.02, - "Elastic Modulus, Wel (cm3)": 19.3, - "Plastic Modulus, Wpl (cm3)": 25.5, - "Torsional Constant, IT (cm4)": 171.0, - "Torsional Constant, Wt (cm3)": 38.6, - "Surface Area Per Metre (m2)": 0.279, - "Surface Area Per Tonne (m2)": 37.9 - }, - "88.9x4.0": { - "Is Non-Standard": false, - "Mass Per Metre (kg/m)": 8.38, - "Area of Section, A (cm2)": 10.7, - "Ratio for Local Buckling, d/t": 22.2, - "Second Moment of Area, I (cm4)": 96.3, - "Radius of Gyration, i (cm)": 3.0, - "Elastic Modulus, Wel (cm3)": 21.7, - "Plastic Modulus, Wpl (cm3)": 28.9, - "Torsional Constant, IT (cm4)": 193.0, - "Torsional Constant, Wt (cm3)": 43.3, - "Surface Area Per Metre (m2)": 0.279, - "Surface Area Per Tonne (m2)": 33.3 - }, - "88.9x5.0": { - "Is Non-Standard": false, - "Mass Per Metre (kg/m)": 10.3, - "Area of Section, A (cm2)": 13.2, - "Ratio for Local Buckling, d/t": 17.8, - "Second Moment of Area, I (cm4)": 116.0, - "Radius of Gyration, i (cm)": 2.97, - "Elastic Modulus, Wel (cm3)": 26.2, - "Plastic Modulus, Wpl (cm3)": 35.2, - "Torsional Constant, IT (cm4)": 233.0, - "Torsional Constant, Wt (cm3)": 52.4, - "Surface Area Per Metre (m2)": 0.279, - "Surface Area Per Tonne (m2)": 27.1 - }, - "88.9x6.3": { - "Is Non-Standard": false, - "Mass Per Metre (kg/m)": 12.8, - "Area of Section, A (cm2)": 16.3, - "Ratio for Local Buckling, d/t": 14.1, - "Second Moment of Area, I (cm4)": 140.0, - "Radius of Gyration, i (cm)": 2.93, - "Elastic Modulus, Wel (cm3)": 31.5, - "Plastic Modulus, Wpl (cm3)": 43.1, - "Torsional Constant, IT (cm4)": 280.0, - "Torsional Constant, Wt (cm3)": 63.1, - "Surface Area Per Metre (m2)": 0.279, - "Surface Area Per Tonne (m2)": 21.8 - }, - "114.3x3.0": { - "Is Non-Standard": true, - "Mass Per Metre (kg/m)": 8.23, - "Area of Section, A (cm2)": 10.5, - "Ratio for Local Buckling, d/t": 38.1, - "Second Moment of Area, I (cm4)": 163.0, - "Radius of Gyration, i (cm)": 3.94, - "Elastic Modulus, Wel (cm3)": 28.4, - "Plastic Modulus, Wpl (cm3)": 37.2, - "Torsional Constant, IT (cm4)": 325.0, - "Torsional Constant, Wt (cm3)": 56.9, - "Surface Area Per Metre (m2)": 0.359, - "Surface Area Per Tonne (m2)": 43.6 - }, - "114.3x3.5": { - "Is Non-Standard": false, - "Mass Per Metre (kg/m)": 9.56, - "Area of Section, A (cm2)": 12.2, - "Ratio for Local Buckling, d/t": 32.7, - "Second Moment of Area, I (cm4)": 187.0, - "Radius of Gyration, i (cm)": 3.92, - "Elastic Modulus, Wel (cm3)": 32.7, - "Plastic Modulus, Wpl (cm3)": 43.0, - "Torsional Constant, IT (cm4)": 374.0, - "Torsional Constant, Wt (cm3)": 65.5, - "Surface Area Per Metre (m2)": 0.359, - "Surface Area Per Tonne (m2)": 37.6 - }, - "114.3x4.0": { - "Is Non-Standard": true, - "Mass Per Metre (kg/m)": 10.9, - "Area of Section, A (cm2)": 13.9, - "Ratio for Local Buckling, d/t": 28.6, - "Second Moment of Area, I (cm4)": 211.0, - "Radius of Gyration, i (cm)": 3.9, - "Elastic Modulus, Wel (cm3)": 36.9, - "Plastic Modulus, Wpl (cm3)": 48.7, - "Torsional Constant, IT (cm4)": 422.0, - "Torsional Constant, Wt (cm3)": 73.9, - "Surface Area Per Metre (m2)": 0.359, - "Surface Area Per Tonne (m2)": 32.9 - }, - "114.3x5.0": { - "Is Non-Standard": false, - "Mass Per Metre (kg/m)": 13.5, - "Area of Section, A (cm2)": 17.2, - "Ratio for Local Buckling, d/t": 22.9, - "Second Moment of Area, I (cm4)": 257.0, - "Radius of Gyration, i (cm)": 3.87, - "Elastic Modulus, Wel (cm3)": 45.0, - "Plastic Modulus, Wpl (cm3)": 59.8, - "Torsional Constant, IT (cm4)": 514.0, - "Torsional Constant, Wt (cm3)": 89.9, - "Surface Area Per Metre (m2)": 0.359, - "Surface Area Per Tonne (m2)": 26.6 - }, - "114.3x6.0": { - "Is Non-Standard": false, - "Mass Per Metre (kg/m)": 16.0, - "Area of Section, A (cm2)": 20.4, - "Ratio for Local Buckling, d/t": 19.1, - "Second Moment of Area, I (cm4)": 300.0, - "Radius of Gyration, i (cm)": 3.83, - "Elastic Modulus, Wel (cm3)": 52.5, - "Plastic Modulus, Wpl (cm3)": 70.4, - "Torsional Constant, IT (cm4)": 600.0, - "Torsional Constant, Wt (cm3)": 105.0, - "Surface Area Per Metre (m2)": 0.359, - "Surface Area Per Tonne (m2)": 22.4 - }, - "114.3x6.3": { - "Is Non-Standard": false, - "Mass Per Metre (kg/m)": 16.8, - "Area of Section, A (cm2)": 21.4, - "Ratio for Local Buckling, d/t": 18.1, - "Second Moment of Area, I (cm4)": 313.0, - "Radius of Gyration, i (cm)": 3.82, - "Elastic Modulus, Wel (cm3)": 54.7, - "Plastic Modulus, Wpl (cm3)": 73.6, - "Torsional Constant, IT (cm4)": 625.0, - "Torsional Constant, Wt (cm3)": 109.0, - "Surface Area Per Metre (m2)": 0.359, - "Surface Area Per Tonne (m2)": 21.4 - }, - "139.7x3.0": { - "Is Non-Standard": true, - "Mass Per Metre (kg/m)": 10.1, - "Area of Section, A (cm2)": 12.9, - "Ratio for Local Buckling, d/t": 46.6, - "Second Moment of Area, I (cm4)": 301.0, - "Radius of Gyration, i (cm)": 4.83, - "Elastic Modulus, Wel (cm3)": 43.1, - "Plastic Modulus, Wpl (cm3)": 56.1, - "Torsional Constant, IT (cm4)": 602.0, - "Torsional Constant, Wt (cm3)": 86.2, - "Surface Area Per Metre (m2)": 0.439, - "Surface Area Per Tonne (m2)": 43.5 - }, - "139.7x4.0": { - "Is Non-Standard": true, - "Mass Per Metre (kg/m)": 13.4, - "Area of Section, A (cm2)": 17.1, - "Ratio for Local Buckling, d/t": 34.9, - "Second Moment of Area, I (cm4)": 393.0, - "Radius of Gyration, i (cm)": 4.8, - "Elastic Modulus, Wel (cm3)": 56.2, - "Plastic Modulus, Wpl (cm3)": 73.7, - "Torsional Constant, IT (cm4)": 786.0, - "Torsional Constant, Wt (cm3)": 112.0, - "Surface Area Per Metre (m2)": 0.439, - "Surface Area Per Tonne (m2)": 32.8 - }, - "139.7x5.0": { - "Is Non-Standard": false, - "Mass Per Metre (kg/m)": 16.6, - "Area of Section, A (cm2)": 21.2, - "Ratio for Local Buckling, d/t": 27.9, - "Second Moment of Area, I (cm4)": 481.0, - "Radius of Gyration, i (cm)": 4.77, - "Elastic Modulus, Wel (cm3)": 68.8, - "Plastic Modulus, Wpl (cm3)": 90.8, - "Torsional Constant, IT (cm4)": 961.0, - "Torsional Constant, Wt (cm3)": 138.0, - "Surface Area Per Metre (m2)": 0.439, - "Surface Area Per Tonne (m2)": 26.4 - }, - "139.7x6.0": { - "Is Non-Standard": false, - "Mass Per Metre (kg/m)": 19.8, - "Area of Section, A (cm2)": 25.2, - "Ratio for Local Buckling, d/t": 23.3, - "Second Moment of Area, I (cm4)": 564.0, - "Radius of Gyration, i (cm)": 4.73, - "Elastic Modulus, Wel (cm3)": 80.8, - "Plastic Modulus, Wpl (cm3)": 107.0, - "Torsional Constant, IT (cm4)": 1130.0, - "Torsional Constant, Wt (cm3)": 162.0, - "Surface Area Per Metre (m2)": 0.439, - "Surface Area Per Tonne (m2)": 22.2 - }, - "139.7x6.3": { - "Is Non-Standard": true, - "Mass Per Metre (kg/m)": 20.7, - "Area of Section, A (cm2)": 26.4, - "Ratio for Local Buckling, d/t": 22.2, - "Second Moment of Area, I (cm4)": 589.0, - "Radius of Gyration, i (cm)": 4.72, - "Elastic Modulus, Wel (cm3)": 84.3, - "Plastic Modulus, Wpl (cm3)": 112.0, - "Torsional Constant, IT (cm4)": 1180.0, - "Torsional Constant, Wt (cm3)": 169.0, - "Surface Area Per Metre (m2)": 0.439, - "Surface Area Per Tonne (m2)": 21.2 - }, - "139.7x8.0": { - "Is Non-Standard": false, - "Mass Per Metre (kg/m)": 26.0, - "Area of Section, A (cm2)": 33.1, - "Ratio for Local Buckling, d/t": 17.5, - "Second Moment of Area, I (cm4)": 720.0, - "Radius of Gyration, i (cm)": 4.66, - "Elastic Modulus, Wel (cm3)": 103.0, - "Plastic Modulus, Wpl (cm3)": 139.0, - "Torsional Constant, IT (cm4)": 1440.0, - "Torsional Constant, Wt (cm3)": 206.0, - "Surface Area Per Metre (m2)": 0.439, - "Surface Area Per Tonne (m2)": 16.9 - }, - "139.7x10.0": { - "Is Non-Standard": false, - "Mass Per Metre (kg/m)": 32.0, - "Area of Section, A (cm2)": 40.7, - "Ratio for Local Buckling, d/t": 14.0, - "Second Moment of Area, I (cm4)": 862.0, - "Radius of Gyration, i (cm)": 4.6, - "Elastic Modulus, Wel (cm3)": 123.0, - "Plastic Modulus, Wpl (cm3)": 169.0, - "Torsional Constant, IT (cm4)": 1720.0, - "Torsional Constant, Wt (cm3)": 247.0, - "Surface Area Per Metre (m2)": 0.439, - "Surface Area Per Tonne (m2)": 13.7 - }, - "168.3x4.0": { - "Is Non-Standard": false, - "Mass Per Metre (kg/m)": 16.2, - "Area of Section, A (cm2)": 20.6, - "Ratio for Local Buckling, d/t": 42.1, - "Second Moment of Area, I (cm4)": 697.0, - "Radius of Gyration, i (cm)": 5.81, - "Elastic Modulus, Wel (cm3)": 82.8, - "Plastic Modulus, Wpl (cm3)": 108.0, - "Torsional Constant, IT (cm4)": 1390.0, - "Torsional Constant, Wt (cm3)": 166.0, - "Surface Area Per Metre (m2)": 0.529, - "Surface Area Per Tonne (m2)": 32.7 - }, - "168.3x4.5": { - "Is Non-Standard": true, - "Mass Per Metre (kg/m)": 18.2, - "Area of Section, A (cm2)": 23.2, - "Ratio for Local Buckling, d/t": 37.4, - "Second Moment of Area, I (cm4)": 777.0, - 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"Plastic Modulus, Wpl (cm3)": 158.0, - "Torsional Constant, IT (cm4)": 2020.0, - "Torsional Constant, Wt (cm3)": 240.0, - "Surface Area Per Metre (m2)": 0.529, - "Surface Area Per Tonne (m2)": 22.0 - }, - "168.3x6.3": { - "Is Non-Standard": false, - "Mass Per Metre (kg/m)": 25.2, - "Area of Section, A (cm2)": 32.1, - "Ratio for Local Buckling, d/t": 26.7, - "Second Moment of Area, I (cm4)": 1050.0, - "Radius of Gyration, i (cm)": 5.73, - "Elastic Modulus, Wel (cm3)": 125.0, - "Plastic Modulus, Wpl (cm3)": 165.0, - "Torsional Constant, IT (cm4)": 2110.0, - "Torsional Constant, Wt (cm3)": 250.0, - "Surface Area Per Metre (m2)": 0.529, - "Surface Area Per Tonne (m2)": 21.0 - }, - "168.3x8.0": { - "Is Non-Standard": false, - "Mass Per Metre (kg/m)": 31.6, - "Area of Section, A (cm2)": 40.3, - "Ratio for Local Buckling, d/t": 21.0, - "Second Moment of Area, I (cm4)": 1300.0, - "Radius of Gyration, i (cm)": 5.67, - "Elastic Modulus, Wel (cm3)": 154.0, - "Plastic Modulus, Wpl (cm3)": 206.0, - 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"Surface Area Per Tonne (m2)": 13.0 - }, - "500x300x12.0": { - "Is Non-Standard": true, - "Mass Per Metre (kg/m)": 141.0, - "Area of Section, A (cm2)": 180.0, - "Ratio for Local Buckling, cw/t": 38.7, - "Ratio for Local Buckling, cf/t": 22.0, - "Second Moment of Area, Y-Y (cm4)": 60600.0, - "Second Moment of Area, Z-Z (cm4)": 27700.0, - "Radius of Gyration, Y-Y (cm)": 18.3, - "Radius of Gyration, Z-Z (cm)": 12.4, - "Elastic Modulus, Y-Y (cm3)": 2420.0, - "Elastic Modulus, Z-Z (cm3)": 1850.0, - "Plastic Modulus, Y-Y (cm3)": 2960.0, - "Plastic Modulus, Z-Z (cm3)": 2090.0, - "Torsional Constant, IT (cm4)": 62600.0, - "Torsional Constant, Wt (cm3)": 3160.0, - "Surface Area Per Metre (m2)": 1.54, - "Surface Area Per Tonne (m2)": 10.9 - }, - "500x300x12.5": { - "Is Non-Standard": true, - "Mass Per Metre (kg/m)": 147.0, - "Area of Section, A (cm2)": 187.0, - "Ratio for Local Buckling, cw/t": 37.0, - "Ratio for Local Buckling, cf/t": 21.0, - "Second Moment of Area, Y-Y (cm4)": 62700.0, - "Second Moment of Area, Z-Z (cm4)": 28700.0, - "Radius of Gyration, Y-Y (cm)": 18.3, - "Radius of Gyration, Z-Z (cm)": 12.4, - "Elastic Modulus, Y-Y (cm3)": 2510.0, - "Elastic Modulus, Z-Z (cm3)": 1910.0, - "Plastic Modulus, Y-Y (cm3)": 3070.0, - "Plastic Modulus, Z-Z (cm3)": 2170.0, - "Torsional Constant, IT (cm4)": 65000.0, - "Torsional Constant, Wt (cm3)": 3270.0, - "Surface Area Per Metre (m2)": 1.54, - "Surface Area Per Tonne (m2)": 10.5 - } -} \ No newline at end of file diff --git a/pkg/bluebook/.d/properties/cf-shs.json b/pkg/bluebook/.d/properties/cf-shs.json deleted file mode 100644 index 56fedab..0000000 --- a/pkg/bluebook/.d/properties/cf-shs.json +++ /dev/null @@ -1,1346 +0,0 @@ -{ - "25x25x2.0": { - "Is Non-Standard": true, - "Mass Per Metre (kg/m)": 1.36, - "Area of Section, A (cm2)": 1.74, - "Ratio for Local Buckling, c/t": 9.5, - "Second Moment of Area, I (cm4)": 1.48, - "Radius of Gyration, i (cm)": 0.924, - "Elastic Modulus, Wel (cm3)": 1.19, - "Plastic Modulus, Wpl (cm3)": 1.47, - "Torsional Constant, IT (cm4)": 2.53, - "Torsional Constant, Wt (cm3)": 1.8, - "Surface Area Per Metre (m2)": 0.093, - "Surface Area Per Tonne (m2)": 68.4 - }, - "25x25x2.5": { - "Is Non-Standard": false, - "Mass Per Metre (kg/m)": 1.64, - "Area of Section, A (cm2)": 2.09, - "Ratio for Local Buckling, c/t": 7.0, - "Second Moment of Area, I (cm4)": 1.69, - "Radius of Gyration, i (cm)": 0.899, - "Elastic Modulus, Wel (cm3)": 1.35, - "Plastic Modulus, Wpl (cm3)": 1.71, - "Torsional Constant, IT (cm4)": 2.97, - "Torsional Constant, Wt (cm3)": 2.07, - "Surface Area Per Metre (m2)": 0.091, - "Surface Area Per Tonne (m2)": 55.5 - }, - "30x30x2.0": { - "Is Non-Standard": true, - "Mass Per Metre (kg/m)": 1.68, - "Area of Section, A (cm2)": 2.14, - "Ratio for Local Buckling, c/t": 12.0, - "Second Moment of Area, I (cm4)": 2.72, - "Radius of Gyration, i (cm)": 1.13, - "Elastic Modulus, Wel (cm3)": 1.81, - "Plastic Modulus, Wpl (cm3)": 2.21, - "Torsional Constant, IT (cm4)": 4.54, - "Torsional Constant, Wt (cm3)": 2.75, - "Surface Area Per Metre (m2)": 0.113, - 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"Surface Area Per Metre (m2)": 0.348, - "Surface Area Per Tonne (m2)": 37.6 - }, - "90x90x4.0": { - "Is Non-Standard": false, - "Mass Per Metre (kg/m)": 10.5, - "Area of Section, A (cm2)": 13.3, - "Ratio for Local Buckling, c/t": 19.5, - "Second Moment of Area, I (cm4)": 162.0, - "Radius of Gyration, i (cm)": 3.48, - "Elastic Modulus, Wel (cm3)": 36.0, - "Plastic Modulus, Wpl (cm3)": 42.6, - "Torsional Constant, IT (cm4)": 261.0, - "Torsional Constant, Wt (cm3)": 54.2, - "Surface Area Per Metre (m2)": 0.346, - "Surface Area Per Tonne (m2)": 33.0 - }, - "90x90x5.0": { - "Is Non-Standard": false, - "Mass Per Metre (kg/m)": 12.8, - "Area of Section, A (cm2)": 16.4, - "Ratio for Local Buckling, c/t": 15.0, - "Second Moment of Area, I (cm4)": 193.0, - "Radius of Gyration, i (cm)": 3.43, - "Elastic Modulus, Wel (cm3)": 42.9, - "Plastic Modulus, Wpl (cm3)": 51.4, - "Torsional Constant, IT (cm4)": 316.0, - "Torsional Constant, Wt (cm3)": 64.7, - "Surface Area Per Metre (m2)": 0.343, - "Surface Area Per Tonne (m2)": 26.8 - 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"Plastic Modulus, Wpl (cm3)": 95.4, - "Torsional Constant, IT (cm4)": 778.0, - "Torsional Constant, Wt (cm3)": 122.0, - "Surface Area Per Metre (m2)": 0.463, - "Surface Area Per Tonne (m2)": 26.5 - }, - "120x120x6.0": { - "Is Non-Standard": false, - "Mass Per Metre (kg/m)": 20.7, - "Area of Section, A (cm2)": 26.4, - "Ratio for Local Buckling, c/t": 17.0, - "Second Moment of Area, I (cm4)": 562.0, - "Radius of Gyration, i (cm)": 4.61, - "Elastic Modulus, Wel (cm3)": 93.7, - "Plastic Modulus, Wpl (cm3)": 112.0, - "Torsional Constant, IT (cm4)": 913.0, - "Torsional Constant, Wt (cm3)": 141.0, - "Surface Area Per Metre (m2)": 0.459, - "Surface Area Per Tonne (m2)": 22.2 - }, - "120x120x8.0": { - "Is Non-Standard": false, - "Mass Per Metre (kg/m)": 26.4, - "Area of Section, A (cm2)": 33.6, - "Ratio for Local Buckling, c/t": 12.0, - "Second Moment of Area, I (cm4)": 677.0, - "Radius of Gyration, i (cm)": 4.49, - "Elastic Modulus, Wel (cm3)": 113.0, - "Plastic Modulus, Wpl (cm3)": 138.0, - "Torsional Constant, IT (cm4)": 1160.0, - "Torsional Constant, Wt (cm3)": 175.0, - "Surface Area Per Metre (m2)": 0.446, - "Surface Area Per Tonne (m2)": 16.9 - }, - "120x120x10.0": { - "Is Non-Standard": false, - "Mass Per Metre (kg/m)": 31.8, - "Area of Section, A (cm2)": 40.6, - "Ratio for Local Buckling, c/t": 9.0, - "Second Moment of Area, I (cm4)": 777.0, - "Radius of Gyration, i (cm)": 4.38, - "Elastic Modulus, Wel (cm3)": 129.0, - "Plastic Modulus, Wpl (cm3)": 162.0, - "Torsional Constant, IT (cm4)": 1380.0, - "Torsional Constant, Wt (cm3)": 203.0, - "Surface Area Per Metre (m2)": 0.437, - "Surface Area Per Tonne (m2)": 13.7 - }, - "140x140x4.0": { - "Is Non-Standard": false, - "Mass Per Metre (kg/m)": 16.8, - "Area of Section, A (cm2)": 21.3, - "Ratio for Local Buckling, c/t": 32.0, - "Second Moment of Area, I (cm4)": 652.0, - "Radius of Gyration, i (cm)": 5.52, - "Elastic Modulus, Wel (cm3)": 93.1, - "Plastic Modulus, Wpl (cm3)": 108.0, - "Torsional Constant, IT (cm4)": 1020.0, - "Torsional Constant, Wt (cm3)": 140.0, - "Surface Area Per Metre (m2)": 0.546, - "Surface Area Per Tonne (m2)": 32.5 - }, - "140x140x5.0": { - "Is Non-Standard": false, - "Mass Per Metre (kg/m)": 20.7, - "Area of Section, A (cm2)": 26.4, - "Ratio for Local Buckling, c/t": 25.0, - "Second Moment of Area, I (cm4)": 791.0, - "Radius of Gyration, i (cm)": 5.48, - "Elastic Modulus, Wel (cm3)": 113.0, - "Plastic Modulus, Wpl (cm3)": 132.0, - "Torsional Constant, IT (cm4)": 1260.0, - "Torsional Constant, Wt (cm3)": 170.0, - "Surface Area Per Metre (m2)": 0.543, - "Surface Area Per Tonne (m2)": 26.2 - }, - "140x140x6.0": { - "Is Non-Standard": false, - "Mass Per Metre (kg/m)": 24.5, - "Area of Section, A (cm2)": 31.2, - "Ratio for Local Buckling, c/t": 20.3, - "Second Moment of Area, I (cm4)": 920.0, - "Radius of Gyration, i (cm)": 5.43, - "Elastic Modulus, Wel (cm3)": 131.0, - "Plastic Modulus, Wpl (cm3)": 155.0, - "Torsional Constant, IT (cm4)": 1480.0, - "Torsional Constant, Wt (cm3)": 198.0, - "Surface Area Per Metre (m2)": 0.539, - "Surface Area Per Tonne (m2)": 22.0 - }, - "140x140x8.0": { - "Is Non-Standard": false, - "Mass Per Metre (kg/m)": 31.4, - "Area of Section, A (cm2)": 40.0, - "Ratio for Local Buckling, c/t": 14.5, - "Second Moment of Area, I (cm4)": 1130.0, - "Radius of Gyration, i (cm)": 5.3, - "Elastic Modulus, Wel (cm3)": 161.0, - "Plastic Modulus, Wpl (cm3)": 194.0, - "Torsional Constant, IT (cm4)": 1900.0, - "Torsional Constant, Wt (cm3)": 248.0, - "Surface Area Per Metre (m2)": 0.526, - "Surface Area Per Tonne (m2)": 16.8 - }, - "140x140x10.0": { - "Is Non-Standard": false, - "Mass Per Metre (kg/m)": 38.1, - "Area of Section, A (cm2)": 48.6, - "Ratio for Local Buckling, c/t": 11.0, - "Second Moment of Area, I (cm4)": 1310.0, - "Radius of Gyration, i (cm)": 5.2, - "Elastic Modulus, Wel (cm3)": 187.0, - "Plastic Modulus, Wpl (cm3)": 230.0, - "Torsional Constant, IT (cm4)": 2270.0, - "Torsional Constant, Wt (cm3)": 291.0, - "Surface Area Per Metre (m2)": 0.517, - "Surface Area Per Tonne (m2)": 13.6 - 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"Torsional Constant, Wt (cm3)": 1890.0, - "Surface Area Per Metre (m2)": 1.57, - "Surface Area Per Tonne (m2)": 20.4 - }, - "400x400x8.0": { - "Is Non-Standard": false, - "Mass Per Metre (kg/m)": 96.7, - "Area of Section, A (cm2)": 123.0, - "Ratio for Local Buckling, c/t": 47.0, - "Second Moment of Area, I (cm4)": 31300.0, - "Radius of Gyration, i (cm)": 15.9, - "Elastic Modulus, Wel (cm3)": 1560.0, - "Plastic Modulus, Wpl (cm3)": 1800.0, - "Torsional Constant, IT (cm4)": 48900.0, - "Torsional Constant, Wt (cm3)": 2360.0, - "Surface Area Per Metre (m2)": 1.57, - "Surface Area Per Tonne (m2)": 16.2 - }, - "400x400x10.0": { - "Is Non-Standard": false, - "Mass Per Metre (kg/m)": 120.0, - "Area of Section, A (cm2)": 153.0, - "Ratio for Local Buckling, c/t": 37.0, - "Second Moment of Area, I (cm4)": 38200.0, - "Radius of Gyration, i (cm)": 15.8, - "Elastic Modulus, Wel (cm3)": 1910.0, - "Plastic Modulus, Wpl (cm3)": 2210.0, - "Torsional Constant, IT (cm4)": 60400.0, - "Torsional Constant, Wt (cm3)": 2890.0, - 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"Surface Area Per Tonne (m2)": 10.5 - } -} \ No newline at end of file diff --git a/pkg/bluebook/.d/properties/equal-l.json b/pkg/bluebook/.d/properties/equal-l.json deleted file mode 100644 index 72eadb7..0000000 --- a/pkg/bluebook/.d/properties/equal-l.json +++ /dev/null @@ -1,716 +0,0 @@ -{ - "200x200x24.0": { - "Is Non-Standard": false, - "Mass Per Metre (kg/m)": 71.1, - "Root Radius, r1 (mm)": 18.0, - "Toe Radius, r2 (mm)": 9.0, - "Distance to Centroid, c (cm)": 5.84, - "Second Moment of Area, Y-Y & Z-Z (cm4)": 3330.0, - "Second Moment of Area, U-U (cm4)": 5280.0, - "Second Moment of Area, V-V (cm4)": 1380.0, - "Radius of Gyration, Y-Y & Z-Z (cm)": 6.06, - "Radius of Gyration, U-U (cm)": 7.64, - "Radius of Gyration, V-V (cm)": 3.9, - "Elastic Modulus, Y-Y & Z-Z (cm3)": 235.0, - "Torsional Constant, IT (cm4)": 182.0, - "Equivalent Slenderness Coefficient, \u03d5a": 2.5, - "Area of Section, A (cm2)": 90.6 - }, - "200x200x20.0": { - "Is Non-Standard": false, - "Mass Per Metre (kg/m)": 59.9, - 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"Radius of Gyration, U-U (cm)": 2.68, - "Radius of Gyration, V-V (cm)": 1.37, - "Elastic Modulus, Y-Y & Z-Z (cm3)": 7.27, - "Torsional Constant, IT (cm4)": 1.09, - "Equivalent Slenderness Coefficient, \u03d5a": 3.41, - "Area of Section, A (cm2)": 8.13 - }, - "65x65x7.0": { - "Is Non-Standard": false, - "Mass Per Metre (kg/m)": 6.83, - "Root Radius, r1 (mm)": 9.0, - "Toe Radius, r2 (mm)": 4.5, - "Distance to Centroid, c (cm)": 1.85, - "Second Moment of Area, Y-Y & Z-Z (cm4)": 33.4, - "Second Moment of Area, U-U (cm4)": 53.0, - "Second Moment of Area, V-V (cm4)": 13.8, - "Radius of Gyration, Y-Y & Z-Z (cm)": 1.96, - "Radius of Gyration, U-U (cm)": 2.47, - "Radius of Gyration, V-V (cm)": 1.26, - "Elastic Modulus, Y-Y & Z-Z (cm3)": 7.18, - "Torsional Constant, IT (cm4)": 1.58, - "Equivalent Slenderness Coefficient, \u03d5a": 2.67, - "Area of Section, A (cm2)": 8.73 - }, - "60x60x8.0": { - "Is Non-Standard": false, - "Mass Per Metre (kg/m)": 7.09, - "Root Radius, r1 (mm)": 8.0, - "Toe Radius, r2 (mm)": 4.0, - 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"Equivalent Slenderness Coefficient, \u03d5a": 2.9, - "Area of Section, A (cm2)": 6.91 - }, - "60x60x5.0": { - "Is Non-Standard": false, - "Mass Per Metre (kg/m)": 4.57, - "Root Radius, r1 (mm)": 8.0, - "Toe Radius, r2 (mm)": 4.0, - "Distance to Centroid, c (cm)": 1.64, - "Second Moment of Area, Y-Y & Z-Z (cm4)": 19.4, - "Second Moment of Area, U-U (cm4)": 30.7, - "Second Moment of Area, V-V (cm4)": 8.03, - "Radius of Gyration, Y-Y & Z-Z (cm)": 1.82, - "Radius of Gyration, U-U (cm)": 2.3, - "Radius of Gyration, V-V (cm)": 1.17, - "Elastic Modulus, Y-Y & Z-Z (cm3)": 4.45, - "Torsional Constant, IT (cm4)": 0.55, - "Equivalent Slenderness Coefficient, \u03d5a": 3.48, - "Area of Section, A (cm2)": 5.82 - }, - "50x50x6.0": { - "Is Non-Standard": false, - "Mass Per Metre (kg/m)": 4.47, - "Root Radius, r1 (mm)": 7.0, - "Toe Radius, r2 (mm)": 3.5, - "Distance to Centroid, c (cm)": 1.45, - "Second Moment of Area, Y-Y & Z-Z (cm4)": 12.8, - "Second Moment of Area, U-U (cm4)": 20.3, - "Second Moment of Area, V-V (cm4)": 5.34, - "Radius of Gyration, Y-Y & Z-Z (cm)": 1.5, - "Radius of Gyration, U-U (cm)": 1.89, - "Radius of Gyration, V-V (cm)": 0.968, - "Elastic Modulus, Y-Y & Z-Z (cm3)": 3.61, - "Torsional Constant, IT (cm4)": 0.755, - "Equivalent Slenderness Coefficient, \u03d5a": 2.38, - "Area of Section, A (cm2)": 5.69 - }, - "50x50x5.0": { - "Is Non-Standard": false, - "Mass Per Metre (kg/m)": 3.77, - "Root Radius, r1 (mm)": 7.0, - "Toe Radius, r2 (mm)": 3.5, - "Distance to Centroid, c (cm)": 1.4, - "Second Moment of Area, Y-Y & Z-Z (cm4)": 11.0, - "Second Moment of Area, U-U (cm4)": 17.4, - "Second Moment of Area, V-V (cm4)": 4.55, - "Radius of Gyration, Y-Y & Z-Z (cm)": 1.51, - "Radius of Gyration, U-U (cm)": 1.9, - "Radius of Gyration, V-V (cm)": 0.973, - "Elastic Modulus, Y-Y & Z-Z (cm3)": 3.05, - "Torsional Constant, IT (cm4)": 0.45, - "Equivalent Slenderness Coefficient, \u03d5a": 2.88, - "Area of Section, A (cm2)": 4.8 - }, - "50x50x4.0": { - "Is Non-Standard": false, - "Mass Per Metre (kg/m)": 3.06, - "Root Radius, r1 (mm)": 7.0, - "Toe Radius, r2 (mm)": 3.5, - "Distance to Centroid, c (cm)": 1.36, - "Second Moment of Area, Y-Y & Z-Z (cm4)": 8.97, - "Second Moment of Area, U-U (cm4)": 14.2, - "Second Moment of Area, V-V (cm4)": 3.73, - "Radius of Gyration, Y-Y & Z-Z (cm)": 1.52, - "Radius of Gyration, U-U (cm)": 1.91, - "Radius of Gyration, V-V (cm)": 0.979, - "Elastic Modulus, Y-Y & Z-Z (cm3)": 2.46, - "Torsional Constant, IT (cm4)": 0.24, - "Equivalent Slenderness Coefficient, \u03d5a": 3.57, - "Area of Section, A (cm2)": 3.89 - }, - "45x45x4.5": { - "Is Non-Standard": false, - "Mass Per Metre (kg/m)": 3.06, - "Root Radius, r1 (mm)": 7.0, - "Toe Radius, r2 (mm)": 3.5, - "Distance to Centroid, c (cm)": 1.25, - "Second Moment of Area, Y-Y & Z-Z (cm4)": 7.14, - "Second Moment of Area, U-U (cm4)": 11.4, - "Second Moment of Area, V-V (cm4)": 2.94, - "Radius of Gyration, Y-Y & Z-Z (cm)": 1.35, - "Radius of Gyration, U-U (cm)": 1.71, - "Radius of Gyration, V-V (cm)": 0.87, - "Elastic Modulus, Y-Y & Z-Z (cm3)": 2.2, - "Torsional Constant, IT (cm4)": 0.304, - "Equivalent Slenderness Coefficient, \u03d5a": 2.84, - "Area of Section, A (cm2)": 3.9 - }, - "40x40x5.0": { - "Is Non-Standard": false, - "Mass Per Metre (kg/m)": 2.97, - "Root Radius, r1 (mm)": 6.0, - "Toe Radius, r2 (mm)": 3.0, - "Distance to Centroid, c (cm)": 1.16, - "Second Moment of Area, Y-Y & Z-Z (cm4)": 5.43, - "Second Moment of Area, U-U (cm4)": 8.6, - "Second Moment of Area, V-V (cm4)": 2.26, - "Radius of Gyration, Y-Y & Z-Z (cm)": 1.2, - "Radius of Gyration, U-U (cm)": 1.51, - "Radius of Gyration, V-V (cm)": 0.773, - "Elastic Modulus, Y-Y & Z-Z (cm3)": 1.91, - "Torsional Constant, IT (cm4)": 0.352, - "Equivalent Slenderness Coefficient, \u03d5a": 2.26, - "Area of Section, A (cm2)": 3.79 - }, - "40x40x4.0": { - "Is Non-Standard": false, - "Mass Per Metre (kg/m)": 2.42, - "Root Radius, r1 (mm)": 6.0, - "Toe Radius, r2 (mm)": 3.0, - "Distance to Centroid, c (cm)": 1.12, - "Second Moment of Area, Y-Y & Z-Z (cm4)": 4.47, - "Second Moment of Area, U-U (cm4)": 7.09, - "Second Moment of Area, V-V (cm4)": 1.86, - "Radius of Gyration, Y-Y & Z-Z (cm)": 1.21, - "Radius of Gyration, U-U (cm)": 1.52, - "Radius of Gyration, V-V (cm)": 0.777, - "Elastic Modulus, Y-Y & Z-Z (cm3)": 1.55, - "Torsional Constant, IT (cm4)": 0.188, - "Equivalent Slenderness Coefficient, \u03d5a": 2.83, - "Area of Section, A (cm2)": 3.08 - }, - "35x35x4.0": { - "Is Non-Standard": false, - "Mass Per Metre (kg/m)": 2.09, - "Root Radius, r1 (mm)": 5.0, - "Toe Radius, r2 (mm)": 2.5, - "Distance to Centroid, c (cm)": 1.0, - "Second Moment of Area, Y-Y & Z-Z (cm4)": 2.95, - "Second Moment of Area, U-U (cm4)": 4.68, - "Second Moment of Area, V-V (cm4)": 1.23, - "Radius of Gyration, Y-Y & Z-Z (cm)": 1.05, - "Radius of Gyration, U-U (cm)": 1.32, - "Radius of Gyration, V-V (cm)": 0.678, - "Elastic Modulus, Y-Y & Z-Z (cm3)": 1.18, - "Torsional Constant, IT (cm4)": 0.158, - "Equivalent Slenderness Coefficient, \u03d5a": 2.5, - "Area of Section, A (cm2)": 2.67 - }, - "30x30x4.0": { - "Is Non-Standard": false, - "Mass Per Metre (kg/m)": 1.78, - "Root Radius, r1 (mm)": 5.0, - "Toe Radius, r2 (mm)": 2.5, - "Distance to Centroid, c (cm)": 0.878, - "Second Moment of Area, Y-Y & Z-Z (cm4)": 1.8, - "Second Moment of Area, U-U (cm4)": 2.85, - "Second Moment of Area, V-V (cm4)": 0.754, - "Radius of Gyration, Y-Y & Z-Z (cm)": 0.892, - "Radius of Gyration, U-U (cm)": 1.12, - "Radius of Gyration, V-V (cm)": 0.577, - "Elastic Modulus, Y-Y & Z-Z (cm3)": 0.85, - "Torsional Constant, IT (cm4)": 0.137, - "Equivalent Slenderness Coefficient, \u03d5a": 2.07, - "Area of Section, A (cm2)": 2.27 - }, - "30x30x3.0": { - "Is Non-Standard": false, - "Mass Per Metre (kg/m)": 1.36, - "Root Radius, r1 (mm)": 5.0, - "Toe Radius, r2 (mm)": 2.5, - "Distance to Centroid, c (cm)": 0.835, - "Second Moment of Area, Y-Y & Z-Z (cm4)": 1.4, - "Second Moment of Area, U-U (cm4)": 2.22, - "Second Moment of Area, V-V (cm4)": 0.585, - "Radius of Gyration, Y-Y & Z-Z (cm)": 0.899, - "Radius of Gyration, U-U (cm)": 1.13, - "Radius of Gyration, V-V (cm)": 0.581, - "Elastic Modulus, Y-Y & Z-Z (cm3)": 0.649, - "Torsional Constant, IT (cm4)": 0.061, - "Equivalent Slenderness Coefficient, \u03d5a": 2.75, - "Area of Section, A (cm2)": 1.74 - }, - "25x25x4.0": { - "Is Non-Standard": false, - "Mass Per Metre (kg/m)": 1.45, - "Root Radius, r1 (mm)": 3.5, - "Toe Radius, r2 (mm)": 1.75, - "Distance to Centroid, c (cm)": 0.762, - "Second Moment of Area, Y-Y & Z-Z (cm4)": 1.02, - "Second Moment of Area, U-U (cm4)": 1.61, - "Second Moment of Area, V-V (cm4)": 0.43, - "Radius of Gyration, Y-Y & Z-Z (cm)": 0.741, - "Radius of Gyration, U-U (cm)": 0.931, - "Radius of Gyration, V-V (cm)": 0.482, - "Elastic Modulus, Y-Y & Z-Z (cm3)": 0.586, - "Torsional Constant, IT (cm4)": 0.107, - "Equivalent Slenderness Coefficient, \u03d5a": 1.75, - "Area of Section, A (cm2)": 1.85 - }, - "25x25x3.0": { - "Is Non-Standard": false, - "Mass Per Metre (kg/m)": 1.12, - "Root Radius, r1 (mm)": 3.5, - "Toe Radius, r2 (mm)": 1.75, - "Distance to Centroid, c (cm)": 0.723, - "Second Moment of Area, Y-Y & Z-Z (cm4)": 0.803, - "Second Moment of Area, U-U (cm4)": 1.27, - "Second Moment of Area, V-V (cm4)": 0.334, - "Radius of Gyration, Y-Y & Z-Z (cm)": 0.751, - "Radius of Gyration, U-U (cm)": 0.945, - "Radius of Gyration, V-V (cm)": 0.484, - "Elastic Modulus, Y-Y & Z-Z (cm3)": 0.452, - "Torsional Constant, IT (cm4)": 0.047, - "Equivalent Slenderness Coefficient, \u03d5a": 2.38, - "Area of Section, A (cm2)": 1.42 - }, - "20x20x3.0": { - "Is Non-Standard": false, - "Mass Per Metre (kg/m)": 0.88, - "Root Radius, r1 (mm)": 3.5, - "Toe Radius, r2 (mm)": 1.75, - "Distance to Centroid, c (cm)": 0.598, - "Second Moment of Area, Y-Y & Z-Z (cm4)": 0.392, - "Second Moment of Area, U-U (cm4)": 0.618, - "Second Moment of Area, V-V (cm4)": 0.165, - "Radius of Gyration, Y-Y & Z-Z (cm)": 0.59, - "Radius of Gyration, U-U (cm)": 0.742, - "Radius of Gyration, V-V (cm)": 0.383, - "Elastic Modulus, Y-Y & Z-Z (cm3)": 0.279, - "Torsional Constant, IT (cm4)": 0.038, - "Equivalent Slenderness Coefficient, \u03d5a": 1.81, - "Area of Section, A (cm2)": 1.12 - } -} \ No newline at end of file diff --git a/pkg/bluebook/.d/properties/hf-chs.json b/pkg/bluebook/.d/properties/hf-chs.json deleted file mode 100644 index 86f88b2..0000000 --- a/pkg/bluebook/.d/properties/hf-chs.json +++ /dev/null @@ -1,2354 +0,0 @@ -{ - "21.3x2.6": { - "Is Non-Standard": true, - "Mass Per Metre (kg/m)": 1.2, - "Area of Section, A (cm2)": 1.53, - "Ratio for Local Buckling, d/t": 8.19, - "Second Moment of Area, I (cm4)": 0.681, - "Radius of Gyration, i (cm)": 0.668, - "Elastic Modulus, Wel (cm3)": 0.639, - "Plastic Modulus, Wpl (cm3)": 0.915, - "Torsional Constant, IT (cm4)": 1.36, - "Torsional Constant, Wt (cm3)": 1.28, - "Surface Area Per Metre (m2)": 0.067, - "Surface Area Per Tonne (m2)": 55.8 - }, - "21.3x2.9": { - "Is Non-Standard": true, - "Mass Per Metre (kg/m)": 1.32, - "Area of Section, A (cm2)": 1.68, - "Ratio for Local Buckling, d/t": 7.34, - "Second Moment of Area, I (cm4)": 0.727, - "Radius of Gyration, i (cm)": 0.659, - "Elastic Modulus, Wel (cm3)": 0.683, - "Plastic Modulus, Wpl (cm3)": 0.99, - "Torsional Constant, IT (cm4)": 1.45, - "Torsional Constant, Wt (cm3)": 1.37, - "Surface Area Per Metre (m2)": 0.067, - "Surface Area Per Tonne (m2)": 50.8 - }, - "21.3x3.2": { - "Is Non-Standard": false, - "Mass Per Metre (kg/m)": 1.43, - "Area of Section, A (cm2)": 1.82, - "Ratio for Local Buckling, d/t": 6.66, - "Second Moment of Area, I (cm4)": 0.768, - "Radius of Gyration, i (cm)": 0.65, - "Elastic Modulus, Wel (cm3)": 0.722, - "Plastic Modulus, Wpl (cm3)": 1.06, - "Torsional Constant, IT (cm4)": 1.54, - "Torsional Constant, Wt (cm3)": 1.44, - "Surface Area Per Metre (m2)": 0.067, - "Surface Area Per Tonne (m2)": 46.9 - }, - "26.9x2.6": { - "Is Non-Standard": true, - "Mass Per Metre (kg/m)": 1.56, - "Area of Section, A (cm2)": 1.98, - "Ratio for Local Buckling, d/t": 10.3, - "Second Moment of Area, I (cm4)": 1.48, - "Radius of Gyration, i (cm)": 0.864, - "Elastic Modulus, Wel (cm3)": 1.1, - "Plastic Modulus, Wpl (cm3)": 1.54, - "Torsional Constant, IT (cm4)": 2.96, - 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"Surface Area Per Tonne (m2)": 8.52 - } -} \ No newline at end of file diff --git a/pkg/bluebook/.d/properties/hf-rhs.json b/pkg/bluebook/.d/properties/hf-rhs.json deleted file mode 100644 index a629c90..0000000 --- a/pkg/bluebook/.d/properties/hf-rhs.json +++ /dev/null @@ -1,5930 +0,0 @@ -{ - "50x30x2.9": { - "Is Non-Standard": false, - "Mass Per Metre (kg/m)": 3.31, - "Area of Section, A (cm2)": 4.21, - "Ratio for Local Buckling, cw/t": 14.2, - "Ratio for Local Buckling, cf/t": 7.34, - "Second Moment of Area, Y-Y (cm4)": 13.2, - "Second Moment of Area, Z-Z (cm4)": 5.8, - "Radius of Gyration, Y-Y (cm)": 1.77, - "Radius of Gyration, Z-Z (cm)": 1.17, - "Elastic Modulus, Y-Y (cm3)": 5.29, - "Elastic Modulus, Z-Z (cm3)": 3.87, - "Plastic Modulus, Y-Y (cm3)": 6.7, - "Plastic Modulus, Z-Z (cm3)": 4.63, - "Torsional Constant, IT (cm4)": 13.2, - "Torsional Constant, Wt (cm3)": 6.37, - "Surface Area Per Metre (m2)": 0.153, - "Surface Area Per Tonne (m2)": 46.2 - }, - "50x30x3.0": { - "Is Non-Standard": true, - 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"Surface Area Per Metre (m2)": 1.56, - "Surface Area Per Tonne (m2)": 9.18 - }, - "500x300x16.0": { - "Is Non-Standard": false, - "Mass Per Metre (kg/m)": 191.0, - "Area of Section, A (cm2)": 243.0, - "Ratio for Local Buckling, cw/t": 28.3, - "Ratio for Local Buckling, cf/t": 15.8, - "Second Moment of Area, Y-Y (cm4)": 81800.0, - "Second Moment of Area, Z-Z (cm4)": 36800.0, - "Radius of Gyration, Y-Y (cm)": 18.3, - "Radius of Gyration, Z-Z (cm)": 12.3, - "Elastic Modulus, Y-Y (cm3)": 3270.0, - "Elastic Modulus, Z-Z (cm3)": 2450.0, - "Plastic Modulus, Y-Y (cm3)": 4000.0, - "Plastic Modulus, Z-Z (cm3)": 2800.0, - "Torsional Constant, IT (cm4)": 80300.0, - "Torsional Constant, Wt (cm3)": 4040.0, - "Surface Area Per Metre (m2)": 1.56, - "Surface Area Per Tonne (m2)": 8.17 - } -} \ No newline at end of file diff --git a/pkg/bluebook/.d/properties/hf-shs.json b/pkg/bluebook/.d/properties/hf-shs.json deleted file mode 100644 index 73bbbc7..0000000 --- a/pkg/bluebook/.d/properties/hf-shs.json +++ /dev/null @@ -1,2494 +0,0 @@ -{ - 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"Plastic Modulus, Wpl (cm3)": 184.0, - "Torsional Constant, IT (cm4)": 1710.0, - "Torsional Constant, Wt (cm3)": 227.0, - "Surface Area Per Metre (m2)": 0.542, - "Surface Area Per Tonne (m2)": 18.6 - }, - "140x140x8.0": { - "Is Non-Standard": false, - "Mass Per Metre (kg/m)": 32.6, - "Area of Section, A (cm2)": 41.6, - "Ratio for Local Buckling, c/t": 14.5, - "Second Moment of Area, I (cm4)": 1200.0, - "Radius of Gyration, i (cm)": 5.36, - "Elastic Modulus, Wel (cm3)": 171.0, - "Plastic Modulus, Wpl (cm3)": 204.0, - "Torsional Constant, IT (cm4)": 1890.0, - "Torsional Constant, Wt (cm3)": 249.0, - "Surface Area Per Metre (m2)": 0.539, - "Surface Area Per Tonne (m2)": 16.5 - }, - "140x140x8.8": { - "Is Non-Standard": true, - "Mass Per Metre (kg/m)": 35.6, - "Area of Section, A (cm2)": 45.4, - "Ratio for Local Buckling, c/t": 12.9, - "Second Moment of Area, I (cm4)": 1290.0, - "Radius of Gyration, i (cm)": 5.33, - "Elastic Modulus, Wel (cm3)": 184.0, - "Plastic Modulus, Wpl (cm3)": 221.0, - 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"Torsional Constant, Wt (cm3)": 314.0, - "Surface Area Per Metre (m2)": 0.532, - "Surface Area Per Tonne (m2)": 12.2 - }, - "140x140x12.5": { - "Is Non-Standard": false, - "Mass Per Metre (kg/m)": 48.7, - "Area of Section, A (cm2)": 62.1, - "Ratio for Local Buckling, c/t": 8.2, - "Second Moment of Area, I (cm4)": 1650.0, - "Radius of Gyration, i (cm)": 5.16, - "Elastic Modulus, Wel (cm3)": 236.0, - "Plastic Modulus, Wpl (cm3)": 293.0, - "Torsional Constant, IT (cm4)": 2700.0, - "Torsional Constant, Wt (cm3)": 342.0, - "Surface Area Per Metre (m2)": 0.528, - "Surface Area Per Tonne (m2)": 10.8 - }, - "140x140x14.2": { - "Is Non-Standard": true, - "Mass Per Metre (kg/m)": 54.4, - "Area of Section, A (cm2)": 69.3, - "Ratio for Local Buckling, c/t": 6.86, - "Second Moment of Area, I (cm4)": 1790.0, - "Radius of Gyration, i (cm)": 5.08, - "Elastic Modulus, Wel (cm3)": 256.0, - "Plastic Modulus, Wpl (cm3)": 322.0, - "Torsional Constant, IT (cm4)": 2950.0, - "Torsional Constant, Wt (cm3)": 369.0, - 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"Radius of Gyration, Z-Z (cm)": 1.42, - "Radius of Gyration, U-U (cm)": 2.55, - "Radius of Gyration, V-V (cm)": 1.08, - "Elastic Modulus, Y-Y (cm4)": 8.01, - "Elastic Modulus, Z-Z (cm4)": 3.81, - "Angle Axis Y-Y to Axis U-U": 0.435, - "Torsional Constant, IT (cm4)": 0.935, - "Equivalent Slenderness Coefficient, Min": 3.18, - "Equivalent Slenderness Coefficient, Max": 4.34, - "Mono-Symmetry Index": 6.6, - "Area of Section (cm2)": 7.19 - }, - "70x50x6.0": { - "Is Non-Standard": false, - "Mass Per Metre (kg/m)": 5.41, - "Root Radius, r1 (mm)": 7.0, - "Toe Radius, r2 (mm)": 3.5, - "Dimension, cy (cm)": 2.23, - "Dimension, cz (cm)": 1.25, - "Second Moment of Area, Y-Y (cm4)": 33.4, - "Second Moment of Area, Z-Z (cm4)": 14.2, - "Second Moment of Area, U-U (cm4)": 39.7, - "Second Moment of Area, V-V (cm4)": 7.92, - "Radius of Gyration, Y-Y (cm)": 2.2, - "Radius of Gyration, Z-Z (cm)": 1.44, - "Radius of Gyration, U-U (cm)": 2.4, - "Radius of Gyration, V-V (cm)": 1.07, - "Elastic Modulus, Y-Y (cm4)": 7.01, - "Elastic Modulus, Z-Z (cm4)": 3.78, - "Angle Axis Y-Y to Axis U-U": 0.5, - "Torsional Constant, IT (cm4)": 0.899, - "Equivalent Slenderness Coefficient, Min": 2.96, - "Equivalent Slenderness Coefficient, Max": 3.89, - "Mono-Symmetry Index": 5.44, - "Area of Section (cm2)": 6.89 - }, - "65x50x5.0": { - "Is Non-Standard": false, - "Mass Per Metre (kg/m)": 4.35, - "Root Radius, r1 (mm)": 6.0, - "Toe Radius, r2 (mm)": 3.0, - "Dimension, cy (cm)": 1.99, - "Dimension, cz (cm)": 1.25, - "Second Moment of Area, Y-Y (cm4)": 23.2, - "Second Moment of Area, Z-Z (cm4)": 11.9, - "Second Moment of Area, U-U (cm4)": 28.8, - "Second Moment of Area, V-V (cm4)": 6.32, - "Radius of Gyration, Y-Y (cm)": 2.05, - "Radius of Gyration, Z-Z (cm)": 1.47, - "Radius of Gyration, U-U (cm)": 2.28, - "Radius of Gyration, V-V (cm)": 1.07, - "Elastic Modulus, Y-Y (cm4)": 5.14, - "Elastic Modulus, Z-Z (cm4)": 3.19, - "Angle Axis Y-Y to Axis U-U": 0.577, - "Torsional Constant, IT (cm4)": 0.498, - "Equivalent Slenderness Coefficient, Min": 3.38, - "Equivalent Slenderness Coefficient, Max": 4.26, - "Mono-Symmetry Index": 5.08, - "Area of Section (cm2)": 5.54 - }, - "60x40x6.0": { - "Is Non-Standard": false, - "Mass Per Metre (kg/m)": 4.46, - "Root Radius, r1 (mm)": 6.0, - "Toe Radius, r2 (mm)": 3.0, - "Dimension, cy (cm)": 2.0, - "Dimension, cz (cm)": 1.01, - "Second Moment of Area, Y-Y (cm4)": 20.1, - "Second Moment of Area, Z-Z (cm4)": 7.12, - "Second Moment of Area, U-U (cm4)": 23.1, - "Second Moment of Area, V-V (cm4)": 4.16, - "Radius of Gyration, Y-Y (cm)": 1.88, - "Radius of Gyration, Z-Z (cm)": 1.12, - "Radius of Gyration, U-U (cm)": 2.02, - "Radius of Gyration, V-V (cm)": 0.855, - "Elastic Modulus, Y-Y (cm4)": 5.03, - "Elastic Modulus, Z-Z (cm4)": 2.38, - "Angle Axis Y-Y to Axis U-U": 0.431, - "Torsional Constant, IT (cm4)": 0.735, - "Equivalent Slenderness Coefficient, Min": 2.51, - "Equivalent Slenderness Coefficient, Max": 3.39, - "Mono-Symmetry Index": 5.26, - "Area of Section (cm2)": 5.68 - }, - "60x40x5.0": { - "Is Non-Standard": false, - "Mass Per Metre (kg/m)": 3.76, - "Root Radius, r1 (mm)": 6.0, - "Toe Radius, r2 (mm)": 3.0, - "Dimension, cy (cm)": 1.96, - "Dimension, cz (cm)": 0.972, - "Second Moment of Area, Y-Y (cm4)": 17.2, - "Second Moment of Area, Z-Z (cm4)": 6.11, - "Second Moment of Area, U-U (cm4)": 19.7, - "Second Moment of Area, V-V (cm4)": 3.54, - "Radius of Gyration, Y-Y (cm)": 1.89, - "Radius of Gyration, Z-Z (cm)": 1.13, - "Radius of Gyration, U-U (cm)": 2.03, - "Radius of Gyration, V-V (cm)": 0.86, - "Elastic Modulus, Y-Y (cm4)": 4.25, - "Elastic Modulus, Z-Z (cm4)": 2.02, - "Angle Axis Y-Y to Axis U-U": 0.434, - "Torsional Constant, IT (cm4)": 0.435, - "Equivalent Slenderness Coefficient, Min": 3.02, - "Equivalent Slenderness Coefficient, Max": 4.11, - "Mono-Symmetry Index": 6.34, - "Area of Section (cm2)": 4.79 - }, - "60x30x5.0": { - "Is Non-Standard": false, - "Mass Per Metre (kg/m)": 3.36, - "Root Radius, r1 (mm)": 5.0, - "Toe Radius, r2 (mm)": 2.5, - "Dimension, cy (cm)": 2.17, - "Dimension, cz (cm)": 0.684, - "Second Moment of Area, Y-Y (cm4)": 15.6, - "Second Moment of Area, Z-Z (cm4)": 2.63, - "Second Moment of Area, U-U (cm4)": 16.5, - "Second Moment of Area, V-V (cm4)": 1.71, - "Radius of Gyration, Y-Y (cm)": 1.91, - "Radius of Gyration, Z-Z (cm)": 0.784, - "Radius of Gyration, U-U (cm)": 1.97, - "Radius of Gyration, V-V (cm)": 0.633, - "Elastic Modulus, Y-Y (cm4)": 4.07, - "Elastic Modulus, Z-Z (cm4)": 1.14, - "Angle Axis Y-Y to Axis U-U": 0.257, - "Torsional Constant, IT (cm4)": 0.382, - "Equivalent Slenderness Coefficient, Min": 3.15, - "Equivalent Slenderness Coefficient, Max": 4.56, - "Mono-Symmetry Index": 8.26, - "Area of Section (cm2)": 4.28 - }, - "50x30x5.0": { - "Is Non-Standard": false, - "Mass Per Metre (kg/m)": 2.96, - "Root Radius, r1 (mm)": 5.0, - "Toe Radius, r2 (mm)": 2.5, - "Dimension, cy (cm)": 1.73, - "Dimension, cz (cm)": 0.741, - "Second Moment of Area, Y-Y (cm4)": 9.36, - "Second Moment of Area, Z-Z (cm4)": 2.51, - "Second Moment of Area, U-U (cm4)": 10.3, - "Second Moment of Area, V-V (cm4)": 1.54, - "Radius of Gyration, Y-Y (cm)": 1.57, - "Radius of Gyration, Z-Z (cm)": 0.815, - "Radius of Gyration, U-U (cm)": 1.65, - "Radius of Gyration, V-V (cm)": 0.639, - "Elastic Modulus, Y-Y (cm4)": 2.86, - "Elastic Modulus, Z-Z (cm4)": 1.11, - "Angle Axis Y-Y to Axis U-U": 0.352, - "Torsional Constant, IT (cm4)": 0.34, - "Equivalent Slenderness Coefficient, Min": 2.51, - "Equivalent Slenderness Coefficient, Max": 3.52, - "Mono-Symmetry Index": 5.99, - "Area of Section (cm2)": 3.78 - }, - "45x30x4.0": { - "Is Non-Standard": false, - "Mass Per Metre (kg/m)": 2.25, - "Root Radius, r1 (mm)": 4.5, - "Toe Radius, r2 (mm)": 2.25, - "Dimension, cy (cm)": 1.48, - "Dimension, cz (cm)": 0.74, - "Second Moment of Area, Y-Y (cm4)": 5.78, - "Second Moment of Area, Z-Z (cm4)": 2.05, - "Second Moment of Area, U-U (cm4)": 6.65, - "Second Moment of Area, V-V (cm4)": 1.18, - "Radius of Gyration, Y-Y (cm)": 1.42, - "Radius of Gyration, Z-Z (cm)": 0.845, - "Radius of Gyration, U-U (cm)": 1.52, - "Radius of Gyration, V-V (cm)": 0.64, - "Elastic Modulus, Y-Y (cm4)": 1.91, - "Elastic Modulus, Z-Z (cm4)": 0.91, - "Angle Axis Y-Y to Axis U-U": 0.436, - "Torsional Constant, IT (cm4)": 0.166, - "Equivalent Slenderness Coefficient, Min": 2.85, - "Equivalent Slenderness Coefficient, Max": 3.87, - "Mono-Symmetry Index": 5.92, - "Area of Section (cm2)": 2.87 - }, - "40x25x4.0": { - "Is Non-Standard": false, - "Mass Per Metre (kg/m)": 1.93, - "Root Radius, r1 (mm)": 4.0, - "Toe Radius, r2 (mm)": 2.0, - "Dimension, cy (cm)": 1.36, - "Dimension, cz (cm)": 0.623, - "Second Moment of Area, Y-Y (cm4)": 3.89, - "Second Moment of Area, Z-Z (cm4)": 1.16, - "Second Moment of Area, U-U (cm4)": 4.35, - "Second Moment of Area, V-V (cm4)": 0.7, - "Radius of Gyration, Y-Y (cm)": 1.26, - "Radius of Gyration, Z-Z (cm)": 0.687, - "Radius of Gyration, U-U (cm)": 1.33, - "Radius of Gyration, V-V (cm)": 0.534, - "Elastic Modulus, Y-Y (cm4)": 1.47, - "Elastic Modulus, Z-Z (cm4)": 0.619, - "Angle Axis Y-Y to Axis U-U": 0.38, - "Torsional Constant, IT (cm4)": 0.142, - "Equivalent Slenderness Coefficient, Min": 2.51, - "Equivalent Slenderness Coefficient, Max": 3.48, - "Mono-Symmetry Index": 5.75, - "Area of Section (cm2)": 2.46 - }, - "40x20x4.0": { - "Is Non-Standard": false, - "Mass Per Metre (kg/m)": 1.77, - "Root Radius, r1 (mm)": 4.0, - "Toe Radius, r2 (mm)": 2.0, - "Dimension, cy (cm)": 1.47, - "Dimension, cz (cm)": 0.48, - "Second Moment of Area, Y-Y (cm4)": 3.59, - "Second Moment of Area, Z-Z (cm4)": 0.6, - "Second Moment of Area, U-U (cm4)": 3.8, - "Second Moment of Area, V-V (cm4)": 0.393, - "Radius of Gyration, Y-Y (cm)": 1.26, - "Radius of Gyration, Z-Z (cm)": 0.515, - "Radius of Gyration, U-U (cm)": 1.3, - "Radius of Gyration, V-V (cm)": 0.417, - "Elastic Modulus, Y-Y (cm4)": 1.42, - "Elastic Modulus, Z-Z (cm4)": 0.393, - "Angle Axis Y-Y to Axis U-U": 0.252, - "Torsional Constant, IT (cm4)": 0.131, - "Equivalent Slenderness Coefficient, Min": 2.57, - "Equivalent Slenderness Coefficient, Max": 3.68, - "Mono-Symmetry Index": 6.86, - "Area of Section (cm2)": 2.26 - }, - "30x20x4.0": { - "Is Non-Standard": false, - "Mass Per Metre (kg/m)": 1.46, - "Root Radius, r1 (mm)": 4.0, - "Toe Radius, r2 (mm)": 2.0, - "Dimension, cy (cm)": 1.03, - "Dimension, cz (cm)": 0.541, - "Second Moment of Area, Y-Y (cm4)": 1.59, - "Second Moment of Area, Z-Z (cm4)": 0.553, - "Second Moment of Area, U-U (cm4)": 1.81, - "Second Moment of Area, V-V (cm4)": 0.33, - "Radius of Gyration, Y-Y (cm)": 0.925, - "Radius of Gyration, Z-Z (cm)": 0.545, - "Radius of Gyration, U-U (cm)": 0.988, - "Radius of Gyration, V-V (cm)": 0.421, - "Elastic Modulus, Y-Y (cm4)": 0.807, - "Elastic Modulus, Z-Z (cm4)": 0.379, - "Angle Axis Y-Y to Axis U-U": 0.421, - "Torsional Constant, IT (cm4)": 0.11, - "Equivalent Slenderness Coefficient, Min": 1.79, - "Equivalent Slenderness Coefficient, Max": 2.39, - "Mono-Symmetry Index": 3.95, - "Area of Section (cm2)": 1.86 - }, - "30x20x3.0": { - "Is Non-Standard": false, - "Mass Per Metre (kg/m)": 1.12, - "Root Radius, r1 (mm)": 4.0, - "Toe Radius, r2 (mm)": 2.0, - "Dimension, cy (cm)": 0.99, - "Dimension, cz (cm)": 0.502, - "Second Moment of Area, Y-Y (cm4)": 1.25, - "Second Moment of Area, Z-Z (cm4)": 0.437, - "Second Moment of Area, U-U (cm4)": 1.43, - "Second Moment of Area, V-V (cm4)": 0.256, - "Radius of Gyration, Y-Y (cm)": 0.935, - "Radius of Gyration, Z-Z (cm)": 0.553, - "Radius of Gyration, U-U (cm)": 1.0, - "Radius of Gyration, V-V (cm)": 0.424, - "Elastic Modulus, Y-Y (cm4)": 0.621, - "Elastic Modulus, Z-Z (cm4)": 0.292, - "Angle Axis Y-Y to Axis U-U": 0.427, - "Torsional Constant, IT (cm4)": 0.049, - "Equivalent Slenderness Coefficient, Min": 2.4, - "Equivalent Slenderness Coefficient, Max": 3.28, - "Mono-Symmetry Index": 5.31, - "Area of Section (cm2)": 1.43 - } -} \ No newline at end of file diff --git a/pkg/bluebook/doc.go b/pkg/bluebook/doc.go deleted file mode 100644 index 60b14f7..0000000 --- a/pkg/bluebook/doc.go +++ /dev/null @@ -1,10 +0,0 @@ -// As Structural Engineers adopt digital workflows, the availability -// of data in consumable formats becomes increasingly important. -// Structural design data is often captured within Excel spreadsheets, -// books, tables and figures, which is inconvenient from a software -// perspective. Moreover, mapping data from one format to another can -// be time-consuming and a frequent source of error. The bluebook -// package encapsulates the Steel for Life steel section data as a -// library with a stable and convenient API. The original .xlsx data -// files were sourced from: https://www.steelforlifebluebook.co.uk. -package bluebook diff --git a/pkg/bluebook/universalsection.go b/pkg/bluebook/universalsection.go deleted file mode 100644 index 8273e9f..0000000 --- a/pkg/bluebook/universalsection.go +++ /dev/null @@ -1,24 +0,0 @@ -package bluebook - -import ( - units "github.com/GazelleKit/gazelle/pkg/units" -) - -type DimensionsAndProperties struct { - Depth units.Millimetre - Width units.Millimetre - Length units.Millimetre - TotalMass units.Kilogram - MassPerMetreLength float64 - CrossSectionalArea float64 - SurfaceAreaPerMetre float64 - SurfaceAreaPerTonne float64 - WebThickness float64 - FlangeThickness float64 - RootRadius float64 - DepthBetweenFillets float64 - EndClearanceForDetailing float64 - LongitudinalNotchDimension float64 - VerticalNotchDimension float64 - RadiusOfGyration float64 -} diff --git a/pkg/geometry/properties.go b/pkg/geometry/properties.go deleted file mode 100644 index f8a98f3..0000000 --- a/pkg/geometry/properties.go +++ /dev/null @@ -1,15 +0,0 @@ -package geometry - -type FlexuralAxis int - -const ( - XX FlexuralAxis = iota - YY -) - -type LinearAxis int - -const ( - X LinearAxis = iota - Y -) diff --git a/pkg/steel/sections.go b/pkg/steel/sections.go deleted file mode 100644 index caa4a2a..0000000 --- a/pkg/steel/sections.go +++ /dev/null @@ -1,35 +0,0 @@ -package steel - -import ( - bluebook "github.com/GazelleKit/gazelle/pkg/bluebook" -) - -type UniversalBeam struct { - SectionClassification string - IsNonStandard bool - DimensionsAndProperties bluebook.DimensionsAndProperties -} - -type UniversalColumn struct { - SectionClassification string - IsNonStandard bool - DimensionsAndProperties bluebook.DimensionsAndProperties -} - -type UniversalBearingPile struct { - SectionClassification string - IsNonStandard bool - DimensionsAndProperties bluebook.DimensionsAndProperties -} - -func (UniversalBeam) String() string { - return "Universal Beam" -} - -func (UniversalColumn) String() string { - return "Universal Column" -} - -func (UniversalBearingPile) String() string { - return "Universal Bearing Pile" -} diff --git a/pkg/units/units.go b/pkg/units/units.go deleted file mode 100644 index 029f231..0000000 --- a/pkg/units/units.go +++ /dev/null @@ -1,93 +0,0 @@ -package units - -import ( - "fmt" -) - -type Gram float64 -type Kilogram float64 -type Tonne float64 -type Metre float64 -type Millimetre float64 -type Newton float64 -type Kilonewton float64 -type Area float64 -type Perimeter float64 -type SurfaceArea float64 -type Volume float64 - -type SecondMomentOfArea struct { - XX, YY float64 -} - -type RadiusOfGyration struct { - XX, YY float64 -} - -func (g Gram) ToKilogram() Kilogram { - return Kilogram(g / 1000.0) -} - -func (g Gram) ToTonne() Tonne { - return Tonne(g / 1_000_000.0) -} - -func (g Gram) String() string { - return fmt.Sprintf("%f Gram(s)", g) -} - -func (kg Kilogram) ToGram() Gram { - return Gram(kg * 1000.0) -} - -func (kg Kilogram) ToTonne() Tonne { - return Tonne(kg / 1000.0) -} - -func (kg Kilogram) String() string { - return fmt.Sprintf("%f Kilogram(s)", kg) -} - -func (t Tonne) ToGram() Gram { - return Gram(t * 1_000_000.0) -} - -func (t Tonne) ToKilogram() Kilogram { - return Kilogram(t * 1000.0) -} - -func (t Tonne) String() string { - return fmt.Sprintf("%f Tonne(s)", t) -} - -func (m Metre) ToMillimetre() Millimetre { - return Millimetre(m * 1000.0) -} - -func (m Metre) String() string { - return fmt.Sprintf("%f Metre(s)", m) -} - -func (mm Millimetre) ToMetre() Metre { - return Metre(mm / 1000.0) -} - -func (m Millimetre) String() string { - return fmt.Sprintf("%f Millimetre(s)", m) -} - -func (N Newton) ToKilonewton() Kilonewton { - return Kilonewton(N / 1000.0) -} - -func (N Newton) String() string { - return fmt.Sprintf("%f Newton(s)", N) -} - -func (kN Kilonewton) ToNewton() Newton { - return Newton(kN * 1000.0) -} - -func (kN Kilonewton) String() string { - return fmt.Sprintf("%f Kilonewton(s)", kN) -} From e68cbfc08bc58c806474628d71d61a5108f1c478 Mon Sep 17 00:00:00 2001 From: James Bayley <36523314+jamesbayley@users.noreply.github.com> Date: Fri, 16 Feb 2024 13:38:15 +0000 Subject: [PATCH 04/33] Delete Build.ps1 --- ci/scripts/Build.ps1 | 19 ------------------- 1 file changed, 19 deletions(-) delete mode 100644 ci/scripts/Build.ps1 diff --git a/ci/scripts/Build.ps1 b/ci/scripts/Build.ps1 deleted file mode 100644 index 38d523b..0000000 --- a/ci/scripts/Build.ps1 +++ /dev/null @@ -1,19 +0,0 @@ -Set-Location "$PSScriptRoot/.." - -$Platforms = @( - @{ GOOS = "windows"; GOARCH = "amd64" } - @{ GOOS = "linux"; GOARCH = "amd64" } - @{ GOOS = "darwin"; GOARCH = "amd64" } -) - -$InputFile = "./cmd/gazelle/main.go" - -$Platforms | ForEach-Object { - $Env:GOOS = $_.GOOS - $Env:GOARCH = $_.GOARCH - - $Extension = if ($_.GOOS -eq "windows") { ".exe" } else { "" } - $Executable = "gazelle-$($_.GOOS)-$($_.GOARCH)$Extension" - - go build -o "./build/$Executable" -} From a6d175da4f670fe802919079a06598af1d32ae16 Mon Sep 17 00:00:00 2001 From: James Bayley <36523314+jamesbayley@users.noreply.github.com> Date: Fri, 16 Feb 2024 13:38:22 +0000 Subject: [PATCH 05/33] Delete Dockerfile --- .devcontainer/Dockerfile | 1 - 1 file changed, 1 deletion(-) delete mode 100644 .devcontainer/Dockerfile diff --git a/.devcontainer/Dockerfile b/.devcontainer/Dockerfile deleted file mode 100644 index 5855ba3..0000000 --- a/.devcontainer/Dockerfile +++ /dev/null @@ -1 +0,0 @@ -FROM mcr.microsoft.com/devcontainers/go:1.22-bookworm \ No newline at end of file From 08afc80e16a9f1d748c9399c79b793ab3b8f84ca Mon Sep 17 00:00:00 2001 From: James Bayley <36523314+jamesbayley@users.noreply.github.com> Date: Fri, 16 Feb 2024 13:38:30 +0000 Subject: [PATCH 06/33] Update devcontainer.json --- .devcontainer/devcontainer.json | 11 +++++++---- 1 file changed, 7 insertions(+), 4 deletions(-) diff --git a/.devcontainer/devcontainer.json b/.devcontainer/devcontainer.json index b3e92f3..7894b54 100644 --- a/.devcontainer/devcontainer.json +++ b/.devcontainer/devcontainer.json @@ -1,7 +1,8 @@ { "name": "Gazelle", "runArgs": ["--name", "gazelle"], - "build": { "dockerfile": "Dockerfile" }, + "image": "mcr.microsoft.com/devcontainers/dotnet:8.0-bookworm", + "postCreateCommand": "pwsh Setup.ps1", "features": { "ghcr.io/devcontainers/features/git:1": {}, "ghcr.io/devcontainers/features/github-cli:1": {}, @@ -10,13 +11,15 @@ "customizations": { "vscode": { "extensions": [ - "golang.go", "github.copilot", "github.vscode-github-actions", + "grapecity.gc-excelviewer", + "ionide.ionide-fsharp", + "ms-vscode.powershell", + "ms-dotnettools.csharp", "ms-azuretools.vscode-docker", "ms-vscode.powershell", - "ritwickdey.liveserver", - "grapecity.gc-excelviewer", + "ms-dotnettools.dotnet-interactive-vscode", "bierner.markdown-preview-github-styles" ] } From c938f8be0c3c15c7d19a53a7fcfec6e69237d1ad Mon Sep 17 00:00:00 2001 From: James Bayley <36523314+jamesbayley@users.noreply.github.com> Date: Fri, 16 Feb 2024 13:39:15 +0000 Subject: [PATCH 07/33] Configure .NET project --- .github/workflows/ci.yml | 27 +- .vscode/extensions.json | 8 +- .vscode/settings.json | 20 +- Gazelle.sln | 28 + Setup.ps1 | 13 + dotnet-tools.json | 12 + global.json | 6 + src/.d/bluebook/properties/cf-chs.json | 1486 +++++ src/.d/bluebook/properties/cf-rhs.json | 2605 ++++++++ src/.d/bluebook/properties/cf-shs.json | 1346 ++++ src/.d/bluebook/properties/equal-l.json | 716 ++ src/.d/bluebook/properties/hf-chs.json | 2354 +++++++ src/.d/bluebook/properties/hf-ehs.json | 444 ++ src/.d/bluebook/properties/hf-rhs.json | 5930 +++++++++++++++++ src/.d/bluebook/properties/hf-shs.json | 2494 +++++++ src/.d/bluebook/properties/pfc.json | 498 ++ .../bluebook/properties/t-split-from-ub.json | 1906 ++++++ .../bluebook/properties/t-split-from-uc.json | 574 ++ src/.d/bluebook/properties/ub.json | 3212 +++++++++ src/.d/bluebook/properties/ubp.json | 512 ++ src/.d/bluebook/properties/uc.json | 1382 ++++ src/.d/bluebook/properties/unequal-l.json | 938 +++ src/Gazelle.fsproj | 12 + src/Library.fs | 5 + tests/Gazelle.Tests.fsproj | 29 + tests/Program.fs | 1 + tests/Tests.fs | 8 + 27 files changed, 26543 insertions(+), 23 deletions(-) create mode 100644 Gazelle.sln create mode 100644 Setup.ps1 create mode 100644 dotnet-tools.json create mode 100644 global.json create mode 100644 src/.d/bluebook/properties/cf-chs.json create mode 100644 src/.d/bluebook/properties/cf-rhs.json create mode 100644 src/.d/bluebook/properties/cf-shs.json create mode 100644 src/.d/bluebook/properties/equal-l.json create mode 100644 src/.d/bluebook/properties/hf-chs.json create mode 100644 src/.d/bluebook/properties/hf-ehs.json create mode 100644 src/.d/bluebook/properties/hf-rhs.json create mode 100644 src/.d/bluebook/properties/hf-shs.json create mode 100644 src/.d/bluebook/properties/pfc.json create mode 100644 src/.d/bluebook/properties/t-split-from-ub.json create mode 100644 src/.d/bluebook/properties/t-split-from-uc.json create mode 100644 src/.d/bluebook/properties/ub.json create mode 100644 src/.d/bluebook/properties/ubp.json create mode 100644 src/.d/bluebook/properties/uc.json create mode 100644 src/.d/bluebook/properties/unequal-l.json create mode 100644 src/Gazelle.fsproj create mode 100644 src/Library.fs create mode 100644 tests/Gazelle.Tests.fsproj create mode 100644 tests/Program.fs create mode 100644 tests/Tests.fs diff --git a/.github/workflows/ci.yml b/.github/workflows/ci.yml index a20c546..adf2f9e 100644 --- a/.github/workflows/ci.yml +++ b/.github/workflows/ci.yml @@ -11,15 +11,30 @@ defaults: shell: pwsh jobs: - build: - name: Build + setup: + name: Setup runs-on: Ubuntu-Latest - + steps: - name: Checkout Repository uses: actions/checkout@v3 - - name: Setup Go - uses: actions/setup-go@v4 + - name: Setup .NET + uses: actions/setup-dotnet@v3 with: - go-version-file: ./go.mod \ No newline at end of file + dotnet-version: "8.0.x" + + ci: + name: CI + runs-on: Ubuntu-Latest + needs: [setup] + + steps: + - name: Restore + run: dotnet restore + + - name: Format + run: dotnet fantomas . --check + + - name: Test + run: dotnet test diff --git a/.vscode/extensions.json b/.vscode/extensions.json index a20ae51..651c602 100644 --- a/.vscode/extensions.json +++ b/.vscode/extensions.json @@ -1,12 +1,14 @@ { "recommendations": [ - "golang.go", "github.copilot", "github.vscode-github-actions", + "grapecity.gc-excelviewer", + "ionide.ionide-fsharp", + "ms-vscode.powershell", + "ms-dotnettools.csharp", "ms-azuretools.vscode-docker", "ms-vscode.powershell", - "ritwickdey.liveserver", - "grapecity.gc-excelviewer", + "ms-dotnettools.dotnet-interactive-vscode", "bierner.markdown-preview-github-styles" ] } \ No newline at end of file diff --git a/.vscode/settings.json b/.vscode/settings.json index 79a9bd7..fd3b8c6 100644 --- a/.vscode/settings.json +++ b/.vscode/settings.json @@ -11,6 +11,7 @@ "files.exclude": { "**/.git": false, + "**/obj": true, }, "git.autofetch": true, @@ -24,27 +25,18 @@ "markdown": false }, - "go.gopath": "/go", - "go.useLanguageServer": true, - "go.languageServerFlags": ["-rpc.trace"], - "gopls": { - "ui.semanticTokens": true - }, - - "[go]": { - "editor.rulers": [80] + "[fsharp]": { + "editor.rulers": [80], + "editor.formatOnSave": true, + "editor.defaultFormatter": "Ionide.Ionide-fsharp" }, "powershell.powerShellDefaultVersion": "7", + "powershell.integratedConsole.showOnStartup": false, "powershell.powerShellAdditionalExePaths": { "pwsh": "/usr/local/bin/pwsh" }, - "liveServer.settings.root": "/docs", - "liveServer.settings.file": "index.html", - "liveServer.settings.host": "localhost", - "liveServer.settings.port": 3000, - "terminal.integrated.fontFamily": "'FiraCode Nerd Font Mono', 'Fira Code', Menlo, Monaco", "workbench.editor.highlightModifiedTabs": true, diff --git a/Gazelle.sln b/Gazelle.sln new file mode 100644 index 0000000..85b7dbb --- /dev/null +++ b/Gazelle.sln @@ -0,0 +1,28 @@ + +Microsoft Visual Studio Solution File, Format Version 12.00 +# Visual Studio Version 17 +VisualStudioVersion = 17.0.31903.59 +MinimumVisualStudioVersion = 10.0.40219.1 +Project("{F2A71F9B-5D33-465A-A702-920D77279786}") = "Gazelle", "src\Gazelle.fsproj", "{5428DD04-09FD-41FD-B89B-E58C64DCBDCF}" +EndProject +Project("{F2A71F9B-5D33-465A-A702-920D77279786}") = "Gazelle.Tests", "tests\Gazelle.Tests.fsproj", "{D539F49E-5374-4272-BFBB-F198068F1665}" +EndProject +Global + GlobalSection(SolutionConfigurationPlatforms) = preSolution + Debug|Any CPU = Debug|Any CPU + Release|Any CPU = Release|Any CPU + EndGlobalSection + GlobalSection(SolutionProperties) = preSolution + HideSolutionNode = FALSE + EndGlobalSection + GlobalSection(ProjectConfigurationPlatforms) = postSolution + {5428DD04-09FD-41FD-B89B-E58C64DCBDCF}.Debug|Any CPU.ActiveCfg = Debug|Any CPU + {5428DD04-09FD-41FD-B89B-E58C64DCBDCF}.Debug|Any CPU.Build.0 = Debug|Any CPU + {5428DD04-09FD-41FD-B89B-E58C64DCBDCF}.Release|Any CPU.ActiveCfg = Release|Any CPU + {5428DD04-09FD-41FD-B89B-E58C64DCBDCF}.Release|Any CPU.Build.0 = Release|Any CPU + {D539F49E-5374-4272-BFBB-F198068F1665}.Debug|Any CPU.ActiveCfg = Debug|Any CPU + {D539F49E-5374-4272-BFBB-F198068F1665}.Debug|Any CPU.Build.0 = Debug|Any CPU + {D539F49E-5374-4272-BFBB-F198068F1665}.Release|Any CPU.ActiveCfg = Release|Any CPU + {D539F49E-5374-4272-BFBB-F198068F1665}.Release|Any CPU.Build.0 = Release|Any CPU + EndGlobalSection +EndGlobal diff --git a/Setup.ps1 b/Setup.ps1 new file mode 100644 index 0000000..0709640 --- /dev/null +++ b/Setup.ps1 @@ -0,0 +1,13 @@ +Set-Location $PSScriptRoot + +$DirectoryCommands = @( + @{ RelativePath = "."; Command = "sudo dotnet workload update" } + @{ RelativePath = "."; Command = "dotnet tool restore" } + @{ RelativePath = "."; Command = "dotnet restore" } +) + +$DirectoryCommands | ForEach-Object { + Push-Location $_.RelativePath + Invoke-Expression $_.Command + Pop-Location +} \ No newline at end of file diff --git a/dotnet-tools.json b/dotnet-tools.json new file mode 100644 index 0000000..81ed678 --- /dev/null +++ b/dotnet-tools.json @@ -0,0 +1,12 @@ +{ + "version": 1, + "isRoot": true, + "tools": { + "fantomas": { + "version": "6.2.3", + "commands": [ + "fantomas" + ] + } + } +} \ No newline at end of file diff --git a/global.json b/global.json new file mode 100644 index 0000000..d87ab58 --- /dev/null +++ b/global.json @@ -0,0 +1,6 @@ +{ + "sdk": { + "version": "8.0.100", + "rollForward": "latestPatch" + } +} \ No newline at end of file diff --git a/src/.d/bluebook/properties/cf-chs.json b/src/.d/bluebook/properties/cf-chs.json new file mode 100644 index 0000000..3dfc636 --- /dev/null +++ b/src/.d/bluebook/properties/cf-chs.json @@ -0,0 +1,1486 @@ +{ + "33.7x3.0": { + "Is Non-Standard": false, + "Mass Per Metre (kg/m)": 2.27, + "Area of Section, A (cm2)": 2.89, + "Ratio for Local Buckling, d/t": 11.2, + "Second Moment of Area, I (cm4)": 3.44, + "Radius of Gyration, i (cm)": 1.09, + "Elastic Modulus, Wel (cm3)": 2.04, + "Plastic Modulus, Wpl (cm3)": 2.84, + "Torsional Constant, IT (cm4)": 6.88, + "Torsional Constant, Wt (cm3)": 4.08, + "Surface Area Per Metre (m2)": 0.106, + "Surface Area Per Tonne (m2)": 46.7 + }, + "42.4x3.0": { + "Is Non-Standard": false, + "Mass Per Metre (kg/m)": 2.91, + "Area of Section, A (cm2)": 3.71, + "Ratio for Local Buckling, d/t": 14.1, + "Second Moment of Area, I (cm4)": 7.25, + "Radius of Gyration, i (cm)": 1.4, + "Elastic Modulus, Wel (cm3)": 3.42, + "Plastic Modulus, Wpl (cm3)": 4.67, + "Torsional Constant, IT (cm4)": 14.5, + "Torsional Constant, Wt (cm3)": 6.84, + "Surface Area Per Metre (m2)": 0.133, + "Surface Area Per Tonne (m2)": 45.7 + }, + "48.3x3.0": { + "Is Non-Standard": false, + "Mass Per Metre (kg/m)": 3.35, + "Area of Section, A (cm2)": 4.27, + "Ratio for Local Buckling, d/t": 16.1, + "Second Moment of Area, I (cm4)": 11.0, + "Radius of Gyration, i (cm)": 1.61, + "Elastic Modulus, Wel (cm3)": 4.55, + "Plastic Modulus, Wpl (cm3)": 6.17, + "Torsional Constant, IT (cm4)": 22.0, + "Torsional Constant, Wt (cm3)": 9.11, + "Surface Area Per Metre (m2)": 0.152, + "Surface Area Per Tonne (m2)": 45.4 + }, + "48.3x4.0": { + "Is Non-Standard": true, + "Mass Per Metre (kg/m)": 4.37, + "Area of Section, A (cm2)": 5.57, + "Ratio for Local Buckling, d/t": 12.1, + "Second Moment of Area, I (cm4)": 13.8, + "Radius of Gyration, i (cm)": 1.57, + "Elastic Modulus, Wel (cm3)": 5.7, + "Plastic Modulus, Wpl (cm3)": 7.87, + "Torsional Constant, IT (cm4)": 27.5, + "Torsional Constant, Wt (cm3)": 11.4, + "Surface Area Per Metre (m2)": 0.152, + "Surface Area Per Tonne (m2)": 34.8 + }, + "60.3x3.0": { + "Is Non-Standard": true, + "Mass Per Metre (kg/m)": 4.24, + "Area of Section, A (cm2)": 5.4, + "Ratio for Local Buckling, d/t": 20.1, + "Second Moment of Area, I (cm4)": 22.2, + "Radius of Gyration, i (cm)": 2.03, + "Elastic Modulus, Wel (cm3)": 7.37, + "Plastic Modulus, Wpl (cm3)": 9.86, + "Torsional Constant, IT (cm4)": 44.4, + "Torsional Constant, Wt (cm3)": 14.7, + "Surface Area Per Metre (m2)": 0.189, + "Surface Area Per Tonne (m2)": 44.6 + }, + "60.3x4.0": { + "Is Non-Standard": false, + "Mass Per Metre (kg/m)": 5.55, + "Area of Section, A (cm2)": 7.07, + "Ratio for Local Buckling, d/t": 15.1, + "Second Moment of Area, I (cm4)": 28.2, + "Radius of Gyration, i (cm)": 2.0, + "Elastic Modulus, Wel (cm3)": 9.34, + "Plastic Modulus, Wpl (cm3)": 12.7, + "Torsional Constant, IT (cm4)": 56.3, + "Torsional Constant, Wt (cm3)": 18.7, + "Surface Area Per Metre (m2)": 0.189, + "Surface Area Per Tonne (m2)": 34.1 + }, + "76.1x3.0": { + "Is Non-Standard": false, + "Mass Per Metre (kg/m)": 5.41, + "Area of Section, A (cm2)": 6.89, + "Ratio for Local Buckling, d/t": 25.4, + "Second Moment of Area, I (cm4)": 46.1, + "Radius of Gyration, i (cm)": 2.59, + "Elastic Modulus, Wel (cm3)": 12.1, + "Plastic Modulus, Wpl (cm3)": 16.0, + "Torsional Constant, IT (cm4)": 92.2, + "Torsional Constant, Wt (cm3)": 24.2, + "Surface Area Per Metre (m2)": 0.239, + "Surface Area Per Tonne (m2)": 44.2 + }, + "76.1x4.0": { + "Is Non-Standard": false, + "Mass Per Metre (kg/m)": 7.11, + "Area of Section, A (cm2)": 9.06, + "Ratio for Local Buckling, d/t": 19.0, + "Second Moment of Area, I (cm4)": 59.1, + "Radius of Gyration, i (cm)": 2.55, + "Elastic Modulus, Wel (cm3)": 15.5, + "Plastic Modulus, Wpl (cm3)": 20.8, + "Torsional Constant, IT (cm4)": 118.0, + "Torsional Constant, Wt (cm3)": 31.0, + "Surface Area Per Metre (m2)": 0.239, + "Surface Area Per Tonne (m2)": 33.6 + }, + "88.9x3.0": { + "Is Non-Standard": false, + "Mass Per Metre (kg/m)": 6.36, + "Area of Section, A (cm2)": 8.1, + "Ratio for Local Buckling, d/t": 29.6, + "Second Moment of Area, I (cm4)": 74.8, + "Radius of Gyration, i (cm)": 3.04, + "Elastic Modulus, Wel (cm3)": 16.8, + "Plastic Modulus, Wpl (cm3)": 22.1, + "Torsional Constant, IT (cm4)": 150.0, + "Torsional Constant, Wt (cm3)": 33.6, + "Surface Area Per Metre (m2)": 0.279, + "Surface Area Per Tonne (m2)": 43.9 + }, + "88.9x3.5": { + "Is Non-Standard": true, + "Mass Per Metre (kg/m)": 7.37, + "Area of Section, A (cm2)": 9.39, + "Ratio for Local Buckling, d/t": 25.4, + "Second Moment of Area, I (cm4)": 85.7, + "Radius of Gyration, i (cm)": 3.02, + "Elastic Modulus, Wel (cm3)": 19.3, + "Plastic Modulus, Wpl (cm3)": 25.5, + "Torsional Constant, IT (cm4)": 171.0, + "Torsional Constant, Wt (cm3)": 38.6, + "Surface Area Per Metre (m2)": 0.279, + "Surface Area Per Tonne (m2)": 37.9 + }, + "88.9x4.0": { + "Is Non-Standard": false, + "Mass Per Metre (kg/m)": 8.38, + "Area of Section, A (cm2)": 10.7, + "Ratio for Local Buckling, d/t": 22.2, + "Second Moment of Area, I (cm4)": 96.3, + "Radius of Gyration, i (cm)": 3.0, + "Elastic Modulus, Wel (cm3)": 21.7, + "Plastic Modulus, Wpl (cm3)": 28.9, + "Torsional Constant, IT (cm4)": 193.0, + "Torsional Constant, Wt (cm3)": 43.3, + "Surface Area Per Metre (m2)": 0.279, + "Surface Area Per Tonne (m2)": 33.3 + }, + "88.9x5.0": { + "Is Non-Standard": false, + "Mass Per Metre (kg/m)": 10.3, + "Area of Section, A (cm2)": 13.2, + "Ratio for Local Buckling, d/t": 17.8, + "Second Moment of Area, I (cm4)": 116.0, + "Radius of Gyration, i (cm)": 2.97, + "Elastic Modulus, Wel (cm3)": 26.2, + "Plastic Modulus, Wpl (cm3)": 35.2, + "Torsional Constant, IT (cm4)": 233.0, + "Torsional Constant, Wt (cm3)": 52.4, + "Surface Area Per Metre (m2)": 0.279, + "Surface Area Per Tonne (m2)": 27.1 + }, + "88.9x6.3": { + "Is Non-Standard": false, + "Mass Per Metre (kg/m)": 12.8, + "Area of Section, A (cm2)": 16.3, + "Ratio for Local Buckling, d/t": 14.1, + "Second Moment of Area, I (cm4)": 140.0, + "Radius of Gyration, i (cm)": 2.93, + "Elastic Modulus, Wel (cm3)": 31.5, + "Plastic Modulus, Wpl (cm3)": 43.1, + "Torsional Constant, IT (cm4)": 280.0, + "Torsional Constant, Wt (cm3)": 63.1, + "Surface Area Per Metre (m2)": 0.279, + "Surface Area Per Tonne (m2)": 21.8 + }, + "114.3x3.0": { + "Is Non-Standard": true, + "Mass Per Metre (kg/m)": 8.23, + "Area of Section, A (cm2)": 10.5, + "Ratio for Local Buckling, d/t": 38.1, + "Second Moment of Area, I (cm4)": 163.0, + "Radius of Gyration, i (cm)": 3.94, + "Elastic Modulus, Wel (cm3)": 28.4, + "Plastic Modulus, Wpl (cm3)": 37.2, + "Torsional Constant, IT (cm4)": 325.0, + "Torsional Constant, Wt (cm3)": 56.9, + "Surface Area Per Metre (m2)": 0.359, + "Surface Area Per Tonne (m2)": 43.6 + }, + "114.3x3.5": { + "Is Non-Standard": false, + "Mass Per Metre (kg/m)": 9.56, + "Area of Section, A (cm2)": 12.2, + "Ratio for Local Buckling, d/t": 32.7, + "Second Moment of Area, I (cm4)": 187.0, + "Radius of Gyration, i (cm)": 3.92, + "Elastic Modulus, Wel (cm3)": 32.7, + "Plastic Modulus, Wpl (cm3)": 43.0, + "Torsional Constant, IT (cm4)": 374.0, + "Torsional Constant, Wt (cm3)": 65.5, + "Surface Area Per Metre (m2)": 0.359, + "Surface Area Per Tonne (m2)": 37.6 + }, + "114.3x4.0": { + "Is Non-Standard": true, + "Mass Per Metre (kg/m)": 10.9, + "Area of Section, A (cm2)": 13.9, + "Ratio for Local Buckling, d/t": 28.6, + "Second Moment of Area, I (cm4)": 211.0, + "Radius of Gyration, i (cm)": 3.9, + "Elastic Modulus, Wel (cm3)": 36.9, + "Plastic Modulus, Wpl (cm3)": 48.7, + "Torsional Constant, IT (cm4)": 422.0, + "Torsional Constant, Wt (cm3)": 73.9, + "Surface Area Per Metre (m2)": 0.359, + "Surface Area Per Tonne (m2)": 32.9 + }, + "114.3x5.0": { + "Is Non-Standard": false, + "Mass Per Metre (kg/m)": 13.5, + "Area of Section, A (cm2)": 17.2, + "Ratio for Local Buckling, d/t": 22.9, + "Second Moment of Area, I (cm4)": 257.0, + "Radius of Gyration, i (cm)": 3.87, + "Elastic Modulus, Wel (cm3)": 45.0, + "Plastic Modulus, Wpl (cm3)": 59.8, + "Torsional Constant, IT (cm4)": 514.0, + "Torsional Constant, Wt (cm3)": 89.9, + "Surface Area Per Metre (m2)": 0.359, + "Surface Area Per Tonne (m2)": 26.6 + }, + "114.3x6.0": { + "Is Non-Standard": false, + "Mass Per Metre (kg/m)": 16.0, + "Area of Section, A (cm2)": 20.4, + "Ratio for Local Buckling, d/t": 19.1, + "Second Moment of Area, I (cm4)": 300.0, + "Radius of Gyration, i (cm)": 3.83, + "Elastic Modulus, Wel (cm3)": 52.5, + "Plastic Modulus, Wpl (cm3)": 70.4, + "Torsional Constant, IT (cm4)": 600.0, + "Torsional Constant, Wt (cm3)": 105.0, + "Surface Area Per Metre (m2)": 0.359, + "Surface Area Per Tonne (m2)": 22.4 + }, + "114.3x6.3": { + "Is Non-Standard": false, + "Mass Per Metre (kg/m)": 16.8, + "Area of Section, A (cm2)": 21.4, + "Ratio for Local Buckling, d/t": 18.1, + "Second Moment of Area, I (cm4)": 313.0, + "Radius of Gyration, i (cm)": 3.82, + "Elastic Modulus, Wel (cm3)": 54.7, + "Plastic Modulus, Wpl (cm3)": 73.6, + "Torsional Constant, IT (cm4)": 625.0, + "Torsional Constant, Wt (cm3)": 109.0, + "Surface Area Per Metre (m2)": 0.359, + "Surface Area Per Tonne (m2)": 21.4 + }, + "139.7x3.0": { + "Is Non-Standard": true, + "Mass Per Metre (kg/m)": 10.1, + "Area of Section, A (cm2)": 12.9, + "Ratio for Local Buckling, d/t": 46.6, + "Second Moment of Area, I (cm4)": 301.0, + "Radius of Gyration, i (cm)": 4.83, + "Elastic Modulus, Wel (cm3)": 43.1, + "Plastic Modulus, Wpl (cm3)": 56.1, + "Torsional Constant, IT (cm4)": 602.0, + "Torsional Constant, Wt (cm3)": 86.2, + "Surface Area Per Metre (m2)": 0.439, + "Surface Area Per Tonne (m2)": 43.5 + }, + "139.7x4.0": { + "Is Non-Standard": true, + "Mass Per Metre (kg/m)": 13.4, + "Area of Section, A (cm2)": 17.1, + "Ratio for Local Buckling, d/t": 34.9, + "Second Moment of Area, I (cm4)": 393.0, + "Radius of Gyration, i (cm)": 4.8, + "Elastic Modulus, Wel (cm3)": 56.2, + "Plastic Modulus, Wpl (cm3)": 73.7, + "Torsional Constant, IT (cm4)": 786.0, + "Torsional Constant, Wt (cm3)": 112.0, + "Surface Area Per Metre (m2)": 0.439, + "Surface Area Per Tonne (m2)": 32.8 + }, + "139.7x5.0": { + "Is Non-Standard": false, + "Mass Per Metre (kg/m)": 16.6, + "Area of Section, A (cm2)": 21.2, + "Ratio for Local Buckling, d/t": 27.9, + "Second Moment of Area, I (cm4)": 481.0, + "Radius of Gyration, i (cm)": 4.77, + "Elastic Modulus, Wel (cm3)": 68.8, + "Plastic Modulus, Wpl (cm3)": 90.8, + "Torsional Constant, IT (cm4)": 961.0, + "Torsional Constant, Wt (cm3)": 138.0, + "Surface Area Per Metre (m2)": 0.439, + "Surface Area Per Tonne (m2)": 26.4 + }, + "139.7x6.0": { + "Is Non-Standard": false, + "Mass Per Metre (kg/m)": 19.8, + "Area of Section, A (cm2)": 25.2, + "Ratio for Local Buckling, d/t": 23.3, + "Second Moment of Area, I (cm4)": 564.0, + "Radius of Gyration, i (cm)": 4.73, + "Elastic Modulus, Wel (cm3)": 80.8, + "Plastic Modulus, Wpl (cm3)": 107.0, + "Torsional Constant, IT (cm4)": 1130.0, + "Torsional Constant, Wt (cm3)": 162.0, + "Surface Area Per Metre (m2)": 0.439, + "Surface Area Per Tonne (m2)": 22.2 + }, + "139.7x6.3": { + "Is Non-Standard": true, + "Mass Per Metre (kg/m)": 20.7, + "Area of Section, A (cm2)": 26.4, + "Ratio for Local Buckling, d/t": 22.2, + "Second Moment of Area, I (cm4)": 589.0, + "Radius of Gyration, i (cm)": 4.72, + "Elastic Modulus, Wel (cm3)": 84.3, + "Plastic Modulus, Wpl (cm3)": 112.0, + 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a/src/.d/bluebook/properties/equal-l.json b/src/.d/bluebook/properties/equal-l.json new file mode 100644 index 0000000..72eadb7 --- /dev/null +++ b/src/.d/bluebook/properties/equal-l.json @@ -0,0 +1,716 @@ +{ + "200x200x24.0": { + "Is Non-Standard": false, + "Mass Per Metre (kg/m)": 71.1, + "Root Radius, r1 (mm)": 18.0, + "Toe Radius, r2 (mm)": 9.0, + "Distance to Centroid, c (cm)": 5.84, + "Second Moment of Area, Y-Y & Z-Z (cm4)": 3330.0, + "Second Moment of Area, U-U (cm4)": 5280.0, + "Second Moment of Area, V-V (cm4)": 1380.0, + "Radius of Gyration, Y-Y & Z-Z (cm)": 6.06, + "Radius of Gyration, U-U (cm)": 7.64, + "Radius of Gyration, V-V (cm)": 3.9, + "Elastic Modulus, Y-Y & Z-Z (cm3)": 235.0, + "Torsional Constant, IT (cm4)": 182.0, + "Equivalent Slenderness Coefficient, \u03d5a": 2.5, + "Area of Section, A (cm2)": 90.6 + }, + "200x200x20.0": { + "Is Non-Standard": false, + "Mass Per Metre (kg/m)": 59.9, + "Root Radius, r1 (mm)": 18.0, + "Toe Radius, r2 (mm)": 9.0, + "Distance to 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Metre (m2)": 1.56, + "Surface Area Per Tonne (m2)": 8.17 + } +} \ No newline at end of file diff --git a/src/.d/bluebook/properties/hf-shs.json b/src/.d/bluebook/properties/hf-shs.json new file mode 100644 index 0000000..73bbbc7 --- /dev/null +++ b/src/.d/bluebook/properties/hf-shs.json @@ -0,0 +1,2494 @@ +{ + "40x40x2.9": { + "Is Non-Standard": false, + "Mass Per Metre (kg/m)": 3.31, + "Area of Section, A (cm2)": 4.21, + "Ratio for Local Buckling, c/t": 10.8, + "Second Moment of Area, I (cm4)": 9.54, + "Radius of Gyration, i (cm)": 1.5, + "Elastic Modulus, Wel (cm3)": 4.77, + "Plastic Modulus, Wpl (cm3)": 5.81, + "Torsional Constant, IT (cm4)": 15.3, + "Torsional Constant, Wt (cm3)": 6.93, + "Surface Area Per Metre (m2)": 0.153, + "Surface Area Per Tonne (m2)": 46.2 + }, + "40x40x3.0": { + "Is Non-Standard": true, + "Mass Per Metre (kg/m)": 3.41, + "Area of Section, A (cm2)": 4.34, + "Ratio for Local Buckling, c/t": 10.3, + "Second Moment of Area, I (cm4)": 9.78, + "Radius of 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b/src/.d/bluebook/properties/t-split-from-ub.json new file mode 100644 index 0000000..83ff98d --- /dev/null +++ b/src/.d/bluebook/properties/t-split-from-ub.json @@ -0,0 +1,1906 @@ +{ + "254x343x63": { + "Is Non-Standard": false, + "Cut from Universal Beam (Section Designation)": "686x254x125", + "Mass Per Metre (kg/m)": 62.6, + "Width of Section, b (mm)": 253.0, + "Depth of Section, h (mm)": 338.9, + "Web Thickness, tw (mm)": 11.7, + "Flange Thickness, tf (mm)": 16.2, + "Root Radius, r (mm)": 15.2, + "Ratios for Local Web Buckling, cw/tw": 29.0, + "Ratios for Local Flange Buckling, cf/tf": 6.5, + "Dimension, cy (cm)": 8.9, + "Second Moment of Area, Y-Y (cm4)": 8980.0, + "Second Moment of Area, Z-Z (cm4)": 2190.0, + "Radius of Gyration, Y-Y (cm)": 10.6, + "Radius of Gyration, Z-Z (cm)": 5.24, + "Elastic Modulus of Flange, Y-Y (cm3)": 1010.0, + "Elastic Modulus of Toe, Y-Y (cm3)": 358.0, + "Elastic Modulus of Toe, Z-Z (cm3)": 173.0, + "Plastic Modulus, Y-Y (cm3)": 643.0, + "Plastic 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(cm4)": 44.9, + "Second Moment of Area, Z-Z (cm4)": 7.59, + "Second Moment of Area, U-U (cm4)": 47.6, + "Second Moment of Area, V-V (cm4)": 4.93, + "Radius of Gyration, Y-Y (cm)": 2.55, + "Radius of Gyration, Z-Z (cm)": 1.05, + "Radius of Gyration, U-U (cm)": 2.63, + "Radius of Gyration, V-V (cm)": 0.845, + "Elastic Modulus, Y-Y (cm4)": 8.73, + "Elastic Modulus, Z-Z (cm4)": 2.44, + "Angle Axis Y-Y to Axis U-U": 0.258, + "Torsional Constant, IT (cm4)": 0.899, + "Equivalent Slenderness Coefficient, Min": 3.48, + "Equivalent Slenderness Coefficient, Max": 5.12, + "Mono-Symmetry Index": 9.22, + "Area of Section (cm2)": 6.89 + }, + "75x50x8.0": { + "Is Non-Standard": false, + "Mass Per Metre (kg/m)": 7.39, + "Root Radius, r1 (mm)": 7.0, + "Toe Radius, r2 (mm)": 3.5, + "Dimension, cy (cm)": 2.52, + "Dimension, cz (cm)": 1.29, + "Second Moment of Area, Y-Y (cm4)": 52.0, + "Second Moment of Area, Z-Z (cm4)": 18.4, + "Second Moment of Area, U-U (cm4)": 59.6, + "Second Moment of Area, V-V (cm4)": 10.8, + "Radius of Gyration, Y-Y (cm)": 2.35, + "Radius of Gyration, Z-Z (cm)": 1.4, + "Radius of Gyration, U-U (cm)": 2.52, + "Radius of Gyration, V-V (cm)": 1.07, + "Elastic Modulus, Y-Y (cm4)": 10.4, + "Elastic Modulus, Z-Z (cm4)": 4.95, + "Angle Axis Y-Y to Axis U-U": 0.43, + "Torsional Constant, IT (cm4)": 2.14, + "Equivalent Slenderness Coefficient, Min": 2.36, + "Equivalent Slenderness Coefficient, Max": 3.18, + "Mono-Symmetry Index": 4.92, + "Area of Section (cm2)": 9.41 + }, + "75x50x6.0": { + "Is Non-Standard": false, + "Mass Per Metre (kg/m)": 5.65, + "Root Radius, r1 (mm)": 7.0, + "Toe Radius, r2 (mm)": 3.5, + "Dimension, cy (cm)": 2.44, + "Dimension, cz (cm)": 1.21, + "Second Moment of Area, Y-Y (cm4)": 40.5, + "Second Moment of Area, Z-Z (cm4)": 14.4, + "Second Moment of Area, U-U (cm4)": 46.6, + "Second Moment of Area, V-V (cm4)": 8.36, + "Radius of Gyration, Y-Y (cm)": 2.37, + "Radius of Gyration, Z-Z (cm)": 1.42, + "Radius of Gyration, U-U (cm)": 2.55, + "Radius of Gyration, V-V (cm)": 1.08, + "Elastic Modulus, Y-Y (cm4)": 8.01, + "Elastic Modulus, Z-Z (cm4)": 3.81, + "Angle Axis Y-Y to Axis U-U": 0.435, + "Torsional Constant, IT (cm4)": 0.935, + "Equivalent Slenderness Coefficient, Min": 3.18, + "Equivalent Slenderness Coefficient, Max": 4.34, + "Mono-Symmetry Index": 6.6, + "Area of Section (cm2)": 7.19 + }, + "70x50x6.0": { + "Is Non-Standard": false, + "Mass Per Metre (kg/m)": 5.41, + "Root Radius, r1 (mm)": 7.0, + "Toe Radius, r2 (mm)": 3.5, + "Dimension, cy (cm)": 2.23, + "Dimension, cz (cm)": 1.25, + "Second Moment of Area, Y-Y (cm4)": 33.4, + "Second Moment of Area, Z-Z (cm4)": 14.2, + "Second Moment of Area, U-U (cm4)": 39.7, + "Second Moment of Area, V-V (cm4)": 7.92, + "Radius of Gyration, Y-Y (cm)": 2.2, + "Radius of Gyration, Z-Z (cm)": 1.44, + "Radius of Gyration, U-U (cm)": 2.4, + "Radius of Gyration, V-V (cm)": 1.07, + "Elastic Modulus, Y-Y (cm4)": 7.01, + "Elastic Modulus, Z-Z (cm4)": 3.78, + "Angle Axis Y-Y to Axis U-U": 0.5, + "Torsional Constant, IT (cm4)": 0.899, + "Equivalent Slenderness Coefficient, Min": 2.96, + "Equivalent Slenderness Coefficient, Max": 3.89, + "Mono-Symmetry Index": 5.44, + "Area of Section (cm2)": 6.89 + }, + "65x50x5.0": { + "Is Non-Standard": false, + "Mass Per Metre (kg/m)": 4.35, + "Root Radius, r1 (mm)": 6.0, + "Toe Radius, r2 (mm)": 3.0, + "Dimension, cy (cm)": 1.99, + "Dimension, cz (cm)": 1.25, + "Second Moment of Area, Y-Y (cm4)": 23.2, + "Second Moment of Area, Z-Z (cm4)": 11.9, + "Second Moment of Area, U-U (cm4)": 28.8, + "Second Moment of Area, V-V (cm4)": 6.32, + "Radius of Gyration, Y-Y (cm)": 2.05, + "Radius of Gyration, Z-Z (cm)": 1.47, + "Radius of Gyration, U-U (cm)": 2.28, + "Radius of Gyration, V-V (cm)": 1.07, + "Elastic Modulus, Y-Y (cm4)": 5.14, + "Elastic Modulus, Z-Z (cm4)": 3.19, + "Angle Axis Y-Y to Axis U-U": 0.577, + "Torsional Constant, IT (cm4)": 0.498, + "Equivalent Slenderness Coefficient, Min": 3.38, + "Equivalent Slenderness Coefficient, Max": 4.26, + "Mono-Symmetry Index": 5.08, + "Area of Section (cm2)": 5.54 + }, + "60x40x6.0": { + "Is Non-Standard": false, + "Mass Per Metre (kg/m)": 4.46, + "Root Radius, r1 (mm)": 6.0, + "Toe Radius, r2 (mm)": 3.0, + "Dimension, cy (cm)": 2.0, + "Dimension, cz (cm)": 1.01, + "Second Moment of Area, Y-Y (cm4)": 20.1, + "Second Moment of Area, Z-Z (cm4)": 7.12, + "Second Moment of Area, U-U (cm4)": 23.1, + "Second Moment of Area, V-V (cm4)": 4.16, + "Radius of Gyration, Y-Y (cm)": 1.88, + "Radius of Gyration, Z-Z (cm)": 1.12, + "Radius of Gyration, U-U (cm)": 2.02, + "Radius of Gyration, V-V (cm)": 0.855, + "Elastic Modulus, Y-Y (cm4)": 5.03, + "Elastic Modulus, Z-Z (cm4)": 2.38, + "Angle Axis Y-Y to Axis U-U": 0.431, + "Torsional Constant, IT (cm4)": 0.735, + "Equivalent Slenderness Coefficient, Min": 2.51, + "Equivalent Slenderness Coefficient, Max": 3.39, + "Mono-Symmetry Index": 5.26, + "Area of Section (cm2)": 5.68 + }, + "60x40x5.0": { + "Is Non-Standard": false, + "Mass Per Metre (kg/m)": 3.76, + "Root Radius, r1 (mm)": 6.0, + "Toe Radius, r2 (mm)": 3.0, + "Dimension, cy (cm)": 1.96, + "Dimension, cz (cm)": 0.972, + "Second Moment of Area, Y-Y (cm4)": 17.2, + "Second Moment of Area, Z-Z (cm4)": 6.11, + "Second Moment of Area, U-U (cm4)": 19.7, + "Second Moment of Area, V-V (cm4)": 3.54, + "Radius of Gyration, Y-Y (cm)": 1.89, + "Radius of Gyration, Z-Z (cm)": 1.13, + "Radius of Gyration, U-U (cm)": 2.03, + "Radius of Gyration, V-V (cm)": 0.86, + "Elastic Modulus, Y-Y (cm4)": 4.25, + "Elastic Modulus, Z-Z (cm4)": 2.02, + "Angle Axis Y-Y to Axis U-U": 0.434, + "Torsional Constant, IT (cm4)": 0.435, + "Equivalent Slenderness Coefficient, Min": 3.02, + "Equivalent Slenderness Coefficient, Max": 4.11, + "Mono-Symmetry Index": 6.34, + "Area of Section (cm2)": 4.79 + }, + "60x30x5.0": { + "Is Non-Standard": false, + "Mass Per Metre (kg/m)": 3.36, + "Root Radius, r1 (mm)": 5.0, + "Toe Radius, r2 (mm)": 2.5, + "Dimension, cy (cm)": 2.17, + "Dimension, cz (cm)": 0.684, + "Second Moment of Area, Y-Y (cm4)": 15.6, + "Second Moment of Area, Z-Z (cm4)": 2.63, + "Second Moment of Area, U-U (cm4)": 16.5, + "Second Moment of Area, V-V (cm4)": 1.71, + "Radius of Gyration, Y-Y (cm)": 1.91, + "Radius of Gyration, Z-Z (cm)": 0.784, + "Radius of Gyration, U-U (cm)": 1.97, + "Radius of Gyration, V-V (cm)": 0.633, + "Elastic Modulus, Y-Y (cm4)": 4.07, + "Elastic Modulus, Z-Z (cm4)": 1.14, + "Angle Axis Y-Y to Axis U-U": 0.257, + "Torsional Constant, IT (cm4)": 0.382, + "Equivalent Slenderness Coefficient, Min": 3.15, + "Equivalent Slenderness Coefficient, Max": 4.56, + "Mono-Symmetry Index": 8.26, + "Area of Section (cm2)": 4.28 + }, + "50x30x5.0": { + "Is Non-Standard": false, + "Mass Per Metre (kg/m)": 2.96, + "Root Radius, r1 (mm)": 5.0, + "Toe Radius, r2 (mm)": 2.5, + "Dimension, cy (cm)": 1.73, + "Dimension, cz (cm)": 0.741, + "Second Moment of Area, Y-Y (cm4)": 9.36, + "Second Moment of Area, Z-Z (cm4)": 2.51, + "Second Moment of Area, U-U (cm4)": 10.3, + "Second Moment of Area, V-V (cm4)": 1.54, + "Radius of Gyration, Y-Y (cm)": 1.57, + "Radius of Gyration, Z-Z (cm)": 0.815, + "Radius of Gyration, U-U (cm)": 1.65, + "Radius of Gyration, V-V (cm)": 0.639, + "Elastic Modulus, Y-Y (cm4)": 2.86, + "Elastic Modulus, Z-Z (cm4)": 1.11, + "Angle Axis Y-Y to Axis U-U": 0.352, + "Torsional Constant, IT (cm4)": 0.34, + "Equivalent Slenderness Coefficient, Min": 2.51, + "Equivalent Slenderness Coefficient, Max": 3.52, + "Mono-Symmetry Index": 5.99, + "Area of Section (cm2)": 3.78 + }, + "45x30x4.0": { + "Is Non-Standard": false, + "Mass Per Metre (kg/m)": 2.25, + "Root Radius, r1 (mm)": 4.5, + "Toe Radius, r2 (mm)": 2.25, + "Dimension, cy (cm)": 1.48, + "Dimension, cz (cm)": 0.74, + "Second Moment of Area, Y-Y (cm4)": 5.78, + "Second Moment of Area, Z-Z (cm4)": 2.05, + "Second Moment of Area, U-U (cm4)": 6.65, + "Second Moment of Area, V-V (cm4)": 1.18, + "Radius of Gyration, Y-Y (cm)": 1.42, + "Radius of Gyration, Z-Z (cm)": 0.845, + "Radius of Gyration, U-U (cm)": 1.52, + "Radius of Gyration, V-V (cm)": 0.64, + "Elastic Modulus, Y-Y (cm4)": 1.91, + "Elastic Modulus, Z-Z (cm4)": 0.91, + "Angle Axis Y-Y to Axis U-U": 0.436, + "Torsional Constant, IT (cm4)": 0.166, + "Equivalent Slenderness Coefficient, Min": 2.85, + "Equivalent Slenderness Coefficient, Max": 3.87, + "Mono-Symmetry Index": 5.92, + "Area of Section (cm2)": 2.87 + }, + "40x25x4.0": { + "Is Non-Standard": false, + "Mass Per Metre (kg/m)": 1.93, + "Root Radius, r1 (mm)": 4.0, + "Toe Radius, r2 (mm)": 2.0, + "Dimension, cy (cm)": 1.36, + "Dimension, cz (cm)": 0.623, + "Second Moment of Area, Y-Y (cm4)": 3.89, + "Second Moment of Area, Z-Z (cm4)": 1.16, + "Second Moment of Area, U-U (cm4)": 4.35, + "Second Moment of Area, V-V (cm4)": 0.7, + "Radius of Gyration, Y-Y (cm)": 1.26, + "Radius of Gyration, Z-Z (cm)": 0.687, + "Radius of Gyration, U-U (cm)": 1.33, + "Radius of Gyration, V-V (cm)": 0.534, + "Elastic Modulus, Y-Y (cm4)": 1.47, + "Elastic Modulus, Z-Z (cm4)": 0.619, + "Angle Axis Y-Y to Axis U-U": 0.38, + "Torsional Constant, IT (cm4)": 0.142, + "Equivalent Slenderness Coefficient, Min": 2.51, + "Equivalent Slenderness Coefficient, Max": 3.48, + "Mono-Symmetry Index": 5.75, + "Area of Section (cm2)": 2.46 + }, + "40x20x4.0": { + "Is Non-Standard": false, + "Mass Per Metre (kg/m)": 1.77, + "Root Radius, r1 (mm)": 4.0, + "Toe Radius, r2 (mm)": 2.0, + "Dimension, cy (cm)": 1.47, + "Dimension, cz (cm)": 0.48, + "Second Moment of Area, Y-Y (cm4)": 3.59, + "Second Moment of Area, Z-Z (cm4)": 0.6, + "Second Moment of Area, U-U (cm4)": 3.8, + "Second Moment of Area, V-V (cm4)": 0.393, + "Radius of Gyration, Y-Y (cm)": 1.26, + "Radius of Gyration, Z-Z (cm)": 0.515, + "Radius of Gyration, U-U (cm)": 1.3, + "Radius of Gyration, V-V (cm)": 0.417, + "Elastic Modulus, Y-Y (cm4)": 1.42, + "Elastic Modulus, Z-Z (cm4)": 0.393, + "Angle Axis Y-Y to Axis U-U": 0.252, + "Torsional Constant, IT (cm4)": 0.131, + "Equivalent Slenderness Coefficient, Min": 2.57, + "Equivalent Slenderness Coefficient, Max": 3.68, + "Mono-Symmetry Index": 6.86, + "Area of Section (cm2)": 2.26 + }, + "30x20x4.0": { + "Is Non-Standard": false, + "Mass Per Metre (kg/m)": 1.46, + "Root Radius, r1 (mm)": 4.0, + "Toe Radius, r2 (mm)": 2.0, + "Dimension, cy (cm)": 1.03, + "Dimension, cz (cm)": 0.541, + "Second Moment of Area, Y-Y (cm4)": 1.59, + "Second Moment of Area, Z-Z (cm4)": 0.553, + "Second Moment of Area, U-U (cm4)": 1.81, + "Second Moment of Area, V-V (cm4)": 0.33, + "Radius of Gyration, Y-Y (cm)": 0.925, + "Radius of Gyration, Z-Z (cm)": 0.545, + "Radius of Gyration, U-U (cm)": 0.988, + "Radius of Gyration, V-V (cm)": 0.421, + "Elastic Modulus, Y-Y (cm4)": 0.807, + "Elastic Modulus, Z-Z (cm4)": 0.379, + "Angle Axis Y-Y to Axis U-U": 0.421, + "Torsional Constant, IT (cm4)": 0.11, + "Equivalent Slenderness Coefficient, Min": 1.79, + "Equivalent Slenderness Coefficient, Max": 2.39, + "Mono-Symmetry Index": 3.95, + "Area of Section (cm2)": 1.86 + }, + "30x20x3.0": { + "Is Non-Standard": false, + "Mass Per Metre (kg/m)": 1.12, + "Root Radius, r1 (mm)": 4.0, + "Toe Radius, r2 (mm)": 2.0, + "Dimension, cy (cm)": 0.99, + "Dimension, cz (cm)": 0.502, + "Second Moment of Area, Y-Y (cm4)": 1.25, + "Second Moment of Area, Z-Z (cm4)": 0.437, + "Second Moment of Area, U-U (cm4)": 1.43, + "Second Moment of Area, V-V (cm4)": 0.256, + "Radius of Gyration, Y-Y (cm)": 0.935, + "Radius of Gyration, Z-Z (cm)": 0.553, + "Radius of Gyration, U-U (cm)": 1.0, + "Radius of Gyration, V-V (cm)": 0.424, + "Elastic Modulus, Y-Y (cm4)": 0.621, + "Elastic Modulus, Z-Z (cm4)": 0.292, + "Angle Axis Y-Y to Axis U-U": 0.427, + "Torsional Constant, IT (cm4)": 0.049, + "Equivalent Slenderness Coefficient, Min": 2.4, + "Equivalent Slenderness Coefficient, Max": 3.28, + "Mono-Symmetry Index": 5.31, + "Area of Section (cm2)": 1.43 + } +} \ No newline at end of file diff --git a/src/Gazelle.fsproj b/src/Gazelle.fsproj new file mode 100644 index 0000000..f81f7f5 --- /dev/null +++ b/src/Gazelle.fsproj @@ -0,0 +1,12 @@ + + + + net8.0 + true + + + + + + + diff --git a/src/Library.fs b/src/Library.fs new file mode 100644 index 0000000..9170f98 --- /dev/null +++ b/src/Library.fs @@ -0,0 +1,5 @@ +namespace Gazelle + +module Say = + let hello name = + printfn "Hello %s" name diff --git a/tests/Gazelle.Tests.fsproj b/tests/Gazelle.Tests.fsproj new file mode 100644 index 0000000..6edcbbb --- /dev/null +++ b/tests/Gazelle.Tests.fsproj @@ -0,0 +1,29 @@ + + + + net8.0 + + false + false + true + + + + + + + + + + + + runtime; build; native; contentfiles; analyzers; buildtransitive + all + + + runtime; build; native; contentfiles; analyzers; buildtransitive + all + + + + diff --git a/tests/Program.fs b/tests/Program.fs new file mode 100644 index 0000000..0695f84 --- /dev/null +++ b/tests/Program.fs @@ -0,0 +1 @@ +module Program = let [] main _ = 0 diff --git a/tests/Tests.fs b/tests/Tests.fs new file mode 100644 index 0000000..7d11a64 --- /dev/null +++ b/tests/Tests.fs @@ -0,0 +1,8 @@ +module Tests + +open System +open Xunit + +[] +let ``My test`` () = + Assert.True(true) From cda22e4432585d5a253657b765d0f1fee69da33e Mon Sep 17 00:00:00 2001 From: James Bayley <36523314+jamesbayley@users.noreply.github.com> Date: Fri, 16 Feb 2024 13:39:23 +0000 Subject: [PATCH 08/33] Update README --- README.md | 6 +++--- 1 file changed, 3 insertions(+), 3 deletions(-) diff --git a/README.md b/README.md index c4537d3..509d3d5 100644 --- a/README.md +++ b/README.md @@ -7,9 +7,9 @@ [![Contributor Covenant](https://img.shields.io/badge/Contributor%20Covenant-2.0-4baaaa.svg)](https://github.com/GazelleKit/gazelle/blob/main/CODE_OF_CONDUCT.md) [![CI](https://github.com/GazelleKit/gazelle/actions/workflows/ci.yml/badge.svg)](https://github.com/GazelleKit/gazelle/actions/workflows/build.yml) - [![License: AGPL-3.0](https://img.shields.io/badge/License-AGPL--3.0-blueviolet)](https://choosealicense.com/licenses/agpl-3.0/) + [![License: AGPL-3.0](https://img.shields.io/badge/License-AGPL--3.0-00add8)](https://choosealicense.com/licenses/agpl-3.0/) - [![Go](https://img.shields.io/badge/Go-1.22-00add8)](https://go.dev/) + [![.NET](https://img.shields.io/badge/.NET-8.0-8a2be2)](https://dotnet.microsoft.com) ## Table of Contents @@ -77,7 +77,7 @@ - Develop bespoke plugins so that other software can benefit from Gazelle, - Organise local meetups to discuss how Gazelle could enhance your existing workflows, - Plan conferences and community engagement events to broaden Gazelle's adoption, -- For Go developers, consider importing Gazelle as a package into your own projects. +- For .NET developers, consider importing Gazelle as a library into your own projects. ## Errata From f191f136ee3cfe7cdd8e39c07082e1156841122b Mon Sep 17 00:00:00 2001 From: James Bayley <36523314+jamesbayley@users.noreply.github.com> Date: Tue, 16 Apr 2024 13:22:47 +0000 Subject: [PATCH 09/33] Add `*.ps1` to `.gitattributes` --- .gitattributes | 2 +- 1 file changed, 1 insertion(+), 1 deletion(-) diff --git a/.gitattributes b/.gitattributes index 85be672..412bbe3 100644 --- a/.gitattributes +++ b/.gitattributes @@ -1,3 +1,3 @@ .devcontainer/* linguist-vendored .github/* linguist-vendored -scripts/* linguist-vendored +*.ps1 linguist-vendored From be317212c3072c0e6110799ac0ab03d4c0772292 Mon Sep 17 00:00:00 2001 From: James Bayley <36523314+jamesbayley@users.noreply.github.com> Date: Tue, 16 Apr 2024 13:22:57 +0000 Subject: [PATCH 10/33] Move file --- CODE_OF_CONDUCT.md => .github/CODE_OF_CONDUCT.md | 0 1 file changed, 0 insertions(+), 0 deletions(-) rename CODE_OF_CONDUCT.md => .github/CODE_OF_CONDUCT.md (100%) diff --git a/CODE_OF_CONDUCT.md b/.github/CODE_OF_CONDUCT.md similarity index 100% rename from CODE_OF_CONDUCT.md rename to .github/CODE_OF_CONDUCT.md From bd81a2765c2c23342f735ede63e23b2aa98648b5 Mon Sep 17 00:00:00 2001 From: James Bayley <36523314+jamesbayley@users.noreply.github.com> Date: Tue, 16 Apr 2024 13:23:10 +0000 Subject: [PATCH 11/33] Add `CITATION.cff` --- .github/CITATION.cff | 17 +++++++++++++++++ 1 file changed, 17 insertions(+) create mode 100644 .github/CITATION.cff diff --git a/.github/CITATION.cff b/.github/CITATION.cff new file mode 100644 index 0000000..fa21c9e --- /dev/null +++ b/.github/CITATION.cff @@ -0,0 +1,17 @@ +cff-version: 1.2.0 +title: Gazelle +message: >- + If you use this software, please cite it using the + metadata from this file. +type: software +authors: + - given-names: James + family-names: Bayley +repository-code: 'https://github.com/gazellekit/gazelle' +abstract: >- + A fast, cross-platform engine for structural analysis & + design. +keywords: + - Civil Engineering + - Structural Engineering +license: AGPL-3.0-or-later \ No newline at end of file From dac9c32e9dff8702b5e8d1a50cb4e83ca2549388 Mon Sep 17 00:00:00 2001 From: James Bayley <36523314+jamesbayley@users.noreply.github.com> Date: Tue, 16 Apr 2024 13:23:19 +0000 Subject: [PATCH 12/33] Add `FUNDING.yml` --- .github/FUNDING.yml | 1 + 1 file changed, 1 insertion(+) create mode 100644 .github/FUNDING.yml diff --git a/.github/FUNDING.yml b/.github/FUNDING.yml new file mode 100644 index 0000000..4db073b --- /dev/null +++ b/.github/FUNDING.yml @@ -0,0 +1 @@ +github: [jamesbayley] \ No newline at end of file From 93dbe1b417fe68508020cf5f8093c17856b5929b Mon Sep 17 00:00:00 2001 From: James Bayley <36523314+jamesbayley@users.noreply.github.com> Date: Tue, 16 Apr 2024 13:23:30 +0000 Subject: [PATCH 13/33] Update `settings.json` --- .vscode/settings.json | 74 ++++++++++++++++++++++--------------------- 1 file changed, 38 insertions(+), 36 deletions(-) diff --git a/.vscode/settings.json b/.vscode/settings.json index fd3b8c6..8af98d0 100644 --- a/.vscode/settings.json +++ b/.vscode/settings.json @@ -1,44 +1,46 @@ { - "editor.bracketPairColorization.enabled": true, - "editor.guides.bracketPairs": "active", - "editor.inlineSuggest.enabled": true, - "editor.rulers": [100], - "editor.tabSize": 2, + "editor.rulers": [80], + "editor.bracketPairColorization.enabled": true, + "editor.guides.bracketPairs": "active", + "editor.inlineSuggest.enabled": true, + "editor.detectIndentation": false, + "editor.insertSpaces": true, + "editor.tabSize": 2, - "debug.internalConsoleOptions": "neverOpen", - - "diffEditor.ignoreTrimWhitespace": false, + "debug.internalConsoleOptions": "neverOpen", + + "diffEditor.ignoreTrimWhitespace": false, - "files.exclude": { - "**/.git": false, - "**/obj": true, - }, - - "git.autofetch": true, - "git.confirmSync": false, - "git.enableSmartCommit": true, - - "github.copilot.enable": { - "*": true, - "yaml": true, - "plaintext": false, - "markdown": false - }, + "files.exclude": { + "**/.git": false, + "**/obj": true, + "**/bin": true + }, + + "git.autofetch": true, + "git.confirmSync": false, + "git.enableSmartCommit": true, + + "github.copilot.enable": { + "*": true, + "yaml": true, + "plaintext": false, + "markdown": false + }, - "[fsharp]": { - "editor.rulers": [80], - "editor.formatOnSave": true, - "editor.defaultFormatter": "Ionide.Ionide-fsharp" - }, + "[fsharp]": { + "editor.formatOnSave": true, + "editor.defaultFormatter": "Ionide.Ionide-fsharp" + }, - "powershell.powerShellDefaultVersion": "7", - "powershell.integratedConsole.showOnStartup": false, - "powershell.powerShellAdditionalExePaths": { - "pwsh": "/usr/local/bin/pwsh" - }, + "powershell.powerShellDefaultVersion": "7", + "powershell.integratedConsole.showOnStartup": false, + "powershell.powerShellAdditionalExePaths": { + "pwsh": "/usr/bin/pwsh" + }, - "terminal.integrated.fontFamily": "'FiraCode Nerd Font Mono', 'Fira Code', Menlo, Monaco", + "terminal.integrated.fontFamily": "'FiraCode Nerd Font Mono', 'Fira Code', Menlo, Monaco", - "workbench.editor.highlightModifiedTabs": true, - "workbench.editor.wrapTabs": true, + "workbench.editor.highlightModifiedTabs": true, + "workbench.editor.wrapTabs": true, } \ No newline at end of file From 6fe38561e7e8e4c04a9f831aa56b36ceff755aa8 Mon Sep 17 00:00:00 2001 From: James Bayley <36523314+jamesbayley@users.noreply.github.com> Date: Tue, 16 Apr 2024 13:23:38 +0000 Subject: [PATCH 14/33] Update `extensions.json` --- .vscode/extensions.json | 6 +++--- 1 file changed, 3 insertions(+), 3 deletions(-) diff --git a/.vscode/extensions.json b/.vscode/extensions.json index 651c602..5bd305c 100644 --- a/.vscode/extensions.json +++ b/.vscode/extensions.json @@ -3,12 +3,12 @@ "github.copilot", "github.vscode-github-actions", "grapecity.gc-excelviewer", + "ms-dotnettools.csdevkit", "ionide.ionide-fsharp", "ms-vscode.powershell", - "ms-dotnettools.csharp", "ms-azuretools.vscode-docker", - "ms-vscode.powershell", "ms-dotnettools.dotnet-interactive-vscode", - "bierner.markdown-preview-github-styles" + "bierner.markdown-preview-github-styles", + "tamasfe.even-better-toml" ] } \ No newline at end of file From 288d537d522d656ffff6ef3b74d4aec7b41bf627 Mon Sep 17 00:00:00 2001 From: James Bayley <36523314+jamesbayley@users.noreply.github.com> Date: Tue, 16 Apr 2024 13:23:52 +0000 Subject: [PATCH 15/33] Update `devcontainer.json` --- .devcontainer/Dockerfile | 1 + .devcontainer/devcontainer.json | 14 +++++++------- 2 files changed, 8 insertions(+), 7 deletions(-) create mode 100644 .devcontainer/Dockerfile diff --git a/.devcontainer/Dockerfile b/.devcontainer/Dockerfile new file mode 100644 index 0000000..5853db8 --- /dev/null +++ b/.devcontainer/Dockerfile @@ -0,0 +1 @@ +FROM mcr.microsoft.com/devcontainers/dotnet:1-8.0-bookworm \ No newline at end of file diff --git a/.devcontainer/devcontainer.json b/.devcontainer/devcontainer.json index 7894b54..f62c2d8 100644 --- a/.devcontainer/devcontainer.json +++ b/.devcontainer/devcontainer.json @@ -1,12 +1,12 @@ { "name": "Gazelle", "runArgs": ["--name", "gazelle"], - "image": "mcr.microsoft.com/devcontainers/dotnet:8.0-bookworm", + "build": { "dockerfile": "Dockerfile" }, "postCreateCommand": "pwsh Setup.ps1", + "privileged": true, "features": { "ghcr.io/devcontainers/features/git:1": {}, - "ghcr.io/devcontainers/features/github-cli:1": {}, - "ghcr.io/devcontainers/features/powershell:1": {} + "ghcr.io/devcontainers/features/github-cli:1": {} }, "customizations": { "vscode": { @@ -14,13 +14,13 @@ "github.copilot", "github.vscode-github-actions", "grapecity.gc-excelviewer", + "ms-dotnettools.csdevkit", "ionide.ionide-fsharp", - "ms-vscode.powershell", - "ms-dotnettools.csharp", + "ms-vscode.powershell", "ms-azuretools.vscode-docker", - "ms-vscode.powershell", "ms-dotnettools.dotnet-interactive-vscode", - "bierner.markdown-preview-github-styles" + "bierner.markdown-preview-github-styles", + "tamasfe.even-better-toml" ] } } From d985b5b9851f45d21547098fa7455b13ed2be3d9 Mon Sep 17 00:00:00 2001 From: James Bayley <36523314+jamesbayley@users.noreply.github.com> Date: Tue, 16 Apr 2024 13:24:04 +0000 Subject: [PATCH 16/33] Update `global.json` --- global.json | 2 +- 1 file changed, 1 insertion(+), 1 deletion(-) diff --git a/global.json b/global.json index d87ab58..7da2763 100644 --- a/global.json +++ b/global.json @@ -1,6 +1,6 @@ { "sdk": { "version": "8.0.100", - "rollForward": "latestPatch" + "rollForward": "latestMajor" } } \ No newline at end of file From b93686b0511827048b26947a1885ddf59a2b7679 Mon Sep 17 00:00:00 2001 From: James Bayley <36523314+jamesbayley@users.noreply.github.com> Date: Tue, 16 Apr 2024 13:24:14 +0000 Subject: [PATCH 17/33] Update `Setup.ps1` --- Setup.ps1 | 1 + 1 file changed, 1 insertion(+) diff --git a/Setup.ps1 b/Setup.ps1 index 0709640..b7ee615 100644 --- a/Setup.ps1 +++ b/Setup.ps1 @@ -3,6 +3,7 @@ Set-Location $PSScriptRoot $DirectoryCommands = @( @{ RelativePath = "."; Command = "sudo dotnet workload update" } @{ RelativePath = "."; Command = "dotnet tool restore" } + @{ RelativePath = "."; Command = "dotnet tool install --global PowerShell" } @{ RelativePath = "."; Command = "dotnet restore" } ) From 29833150cffcea656b8e1b5ff1a843dcff3b77c8 Mon Sep 17 00:00:00 2001 From: James Bayley <36523314+jamesbayley@users.noreply.github.com> Date: Tue, 16 Apr 2024 13:32:30 +0000 Subject: [PATCH 18/33] Update `global.json` --- global.json | 4 ++-- 1 file changed, 2 insertions(+), 2 deletions(-) diff --git a/global.json b/global.json index 7da2763..ccbaf06 100644 --- a/global.json +++ b/global.json @@ -1,6 +1,6 @@ { "sdk": { - "version": "8.0.100", - "rollForward": "latestMajor" + "version": "8.0.203", + "rollForward": "latestMinor" } } \ No newline at end of file From 359488136aba2de37832447840b8f01487ac2d4b Mon Sep 17 00:00:00 2001 From: James Bayley <36523314+jamesbayley@users.noreply.github.com> Date: Tue, 16 Apr 2024 13:32:46 +0000 Subject: [PATCH 19/33] Update `dotnet-tools.json` --- dotnet-tools.json | 8 +++++++- 1 file changed, 7 insertions(+), 1 deletion(-) diff --git a/dotnet-tools.json b/dotnet-tools.json index 81ed678..c42333d 100644 --- a/dotnet-tools.json +++ b/dotnet-tools.json @@ -3,10 +3,16 @@ "isRoot": true, "tools": { "fantomas": { - "version": "6.2.3", + "version": "6.3.4", "commands": [ "fantomas" ] + }, + "powershell": { + "version": "7.1.4", + "commands": [ + "pwsh" + ] } } } \ No newline at end of file From 87f17b2104574db8db37aa6cca2bc8df4665b634 Mon Sep 17 00:00:00 2001 From: James Bayley <36523314+jamesbayley@users.noreply.github.com> Date: Tue, 16 Apr 2024 13:33:01 +0000 Subject: [PATCH 20/33] Update `Setup.ps1` --- Setup.ps1 | 1 - 1 file changed, 1 deletion(-) diff --git a/Setup.ps1 b/Setup.ps1 index b7ee615..0709640 100644 --- a/Setup.ps1 +++ b/Setup.ps1 @@ -3,7 +3,6 @@ Set-Location $PSScriptRoot $DirectoryCommands = @( @{ RelativePath = "."; Command = "sudo dotnet workload update" } @{ RelativePath = "."; Command = "dotnet tool restore" } - @{ RelativePath = "."; Command = "dotnet tool install --global PowerShell" } @{ RelativePath = "."; Command = "dotnet restore" } ) From 20b05e26a7e236e3166e777e3a16d94c8e05dd9a Mon Sep 17 00:00:00 2001 From: James Bayley <36523314+jamesbayley@users.noreply.github.com> Date: Tue, 16 Apr 2024 13:41:39 +0000 Subject: [PATCH 21/33] Add `bending-moment.ipynb` as example --- examples/bending-moment.ipynb | 93 +++++++++++++++++++++++++++++++++++ 1 file changed, 93 insertions(+) create mode 100644 examples/bending-moment.ipynb diff --git a/examples/bending-moment.ipynb b/examples/bending-moment.ipynb new file mode 100644 index 0000000..c38d63e --- /dev/null +++ b/examples/bending-moment.ipynb @@ -0,0 +1,93 @@ +{ + "cells": [ + { + "cell_type": "code", + "execution_count": 7, + "metadata": { + "dotnet_interactive": { + "language": "fsharp" + }, + "polyglot_notebook": { + "kernelName": "fsharp" + }, + "vscode": { + "languageId": "polyglot-notebook" + } + }, + "outputs": [ + { + "name": "stdout", + "output_type": "stream", + "text": [ + "z_bal: 123.00 mm\n" + ] + } + ], + "source": [ + "open FSharp.Data.UnitSystems.SI.UnitSymbols\n", + "\n", + "[]\n", + "type mm\n", + "\n", + "// 1. Define partial safety factors.\n", + "let γ_c = 1.5\n", + "let γ_s = 1.15\n", + "\n", + "// 2. Factors to account for long-term effects on concrete.\n", + "let α_cc = 0.85\n", + "let α_ct = 1.0\n", + "\n", + "// 3. Selected concrete strength.\n", + "let fck = 25.0\n", + "\n", + "// 4. Ultimate concrete design stress.\n", + "let fcd = α_cc * fck / 1.5\n", + "\n", + "// 5. Concrete strain limits.\n", + "let εc2 = 0.002\n", + "let εcu2 = 0.0035\n", + "\n", + "// 6. Rebar steel strength.\n", + "let fyk = 500.0\n", + "\n", + "// 7. Rebar steel modulus.\n", + "let Es = 200_000.0\n", + "\n", + "// 8. Rebar design yield strain.\n", + "let εy = fyk / (γ_s * Es)\n", + "\n", + "// 9. Equation to calculate neutral axis, x.\n", + "let x εst εcu2 (d: float) = d / (1.0 + (εst / εcu2))\n", + "let x_partial = x 0.00217 0.0035\n", + "\n", + "// 10. Stress block reduced to 0.8x depth.\n", + "let s d = (x_partial d) * 0.8\n", + "\n", + "// 11. Calculate concrete compressive force.\n", + "let Fcc d (b: float) = fcd * (s d) * b\n", + "\n", + "// 12. Calculate moment.\n", + "let z d = d - (s d / 2.0)\n", + "let M d b = (Fcc d b) * (z d)\n", + "\n", + "// 13. Calculate area of steel.\n", + "let As d b = (M d b) / (0.87 * fyk * (z d))\n", + "\n", + "M 440.0 260.0 / 10E6\n", + "As 440.0 260.0\n", + "\n", + "let x_limit = 0.45\n", + "let z_bal (d: float) = d - (0.8 * x_limit * d) / 2.0\n", + "\n", + "printfn $\"z_bal: %.2f{z_bal 150.0} mm\"" + ] + } + ], + "metadata": { + "language_info": { + "name": "csharp" + } + }, + "nbformat": 4, + "nbformat_minor": 2 +} From 756019df001acd2b661ca56b544ecc943ef41e57 Mon Sep 17 00:00:00 2001 From: James Bayley <36523314+jamesbayley@users.noreply.github.com> Date: Tue, 16 Apr 2024 13:43:49 +0000 Subject: [PATCH 22/33] Add empty `nuget.config` file --- nuget.config | 0 1 file changed, 0 insertions(+), 0 deletions(-) create mode 100644 nuget.config diff --git a/nuget.config b/nuget.config new file mode 100644 index 0000000..e69de29 From 179b2f77be2c5648b269353d79c662167a2ad6c6 Mon Sep 17 00:00:00 2001 From: James Bayley <36523314+jamesbayley@users.noreply.github.com> Date: Tue, 16 Apr 2024 14:07:23 +0000 Subject: [PATCH 23/33] Update `nuget.config` --- nuget.config | 7 +++++++ 1 file changed, 7 insertions(+) diff --git a/nuget.config b/nuget.config index e69de29..0e585fb 100644 --- a/nuget.config +++ b/nuget.config @@ -0,0 +1,7 @@ + + + + + + + \ No newline at end of file From 04aaf8d871f546b26e20dd0a5223ce3e51414f7c Mon Sep 17 00:00:00 2001 From: James Bayley <36523314+jamesbayley@users.noreply.github.com> Date: Tue, 16 Apr 2024 14:08:01 +0000 Subject: [PATCH 24/33] Add dedicated `README.md` for NuGet --- src/README.md | 3 +++ 1 file changed, 3 insertions(+) create mode 100644 src/README.md diff --git a/src/README.md b/src/README.md new file mode 100644 index 0000000..73a4204 --- /dev/null +++ b/src/README.md @@ -0,0 +1,3 @@ +# Gazelle + +A fast, cross-platform engine for structural analysis & design. \ No newline at end of file From a3f25094216e00c8c856f09208827a7bbd4a3f88 Mon Sep 17 00:00:00 2001 From: James Bayley <36523314+jamesbayley@users.noreply.github.com> Date: Tue, 16 Apr 2024 14:08:24 +0000 Subject: [PATCH 25/33] Integrate code from legacy project --- src/Gazelle.fsproj | 20 +- src/Geometry.fs | 62 ++++ src/Library.fs | 5 - src/concrete/Cages.fs | 496 +++++++++++++++++++++++++++++ src/concrete/Concrete.fs | 322 +++++++++++++++++++ src/concrete/ConcreteSerializer.fs | 202 ++++++++++++ src/concrete/Creep.fs | 117 +++++++ src/concrete/DesignCodes.fs | 11 + src/concrete/Detailing.fs | 53 +++ src/concrete/DomainError.fs | 9 + src/concrete/Durability.fs | 15 + src/concrete/Geometry.fs | 319 +++++++++++++++++++ src/concrete/LimitStates.fs | 14 + src/concrete/RCColumn.fs | 64 ++++ src/concrete/RCPier.fs | 16 + src/concrete/Rebar.fs | 101 ++++++ src/units/Annotation.fs | 47 +++ src/units/Conversion.fs | 41 +++ src/units/Math.fs | 33 ++ src/units/Units.fs | 58 ++++ 20 files changed, 1999 insertions(+), 6 deletions(-) create mode 100644 src/Geometry.fs delete mode 100644 src/Library.fs create mode 100644 src/concrete/Cages.fs create mode 100644 src/concrete/Concrete.fs create mode 100644 src/concrete/ConcreteSerializer.fs create mode 100644 src/concrete/Creep.fs create mode 100644 src/concrete/DesignCodes.fs create mode 100644 src/concrete/Detailing.fs create mode 100644 src/concrete/DomainError.fs create mode 100644 src/concrete/Durability.fs create mode 100644 src/concrete/Geometry.fs create mode 100644 src/concrete/LimitStates.fs create mode 100644 src/concrete/RCColumn.fs create mode 100644 src/concrete/RCPier.fs create mode 100644 src/concrete/Rebar.fs create mode 100644 src/units/Annotation.fs create mode 100644 src/units/Conversion.fs create mode 100644 src/units/Math.fs create mode 100644 src/units/Units.fs diff --git a/src/Gazelle.fsproj b/src/Gazelle.fsproj index f81f7f5..5b5fc27 100644 --- a/src/Gazelle.fsproj +++ b/src/Gazelle.fsproj @@ -1,12 +1,30 @@  + James S. Bayley + GazelleKit net8.0 + https://github.com/gazellekit/gazelle + true true + AGPL-3.0-or-later + A fast, cross-platform engine for structural analysis and design. + README.md + Gazelle + true + 0.0.1 - + + + + + + + + + diff --git a/src/Geometry.fs b/src/Geometry.fs new file mode 100644 index 0000000..9179716 --- /dev/null +++ b/src/Geometry.fs @@ -0,0 +1,62 @@ +// SPDX-License-Identifier: AGPL-3.0-or-later +// Gazelle: a fast, cross-platform engine for structural analysis & design. +// Copyright (C) 2024 James S. Bayley + +namespace Gazelle.Geometry + +/// +/// Orthogonal geometric axis. +/// +type Axis = + | X + | Y + +/// +/// Orthogonal axis about which rotation occurs. +/// +type RotationalAxis = + | XX + | YY + +/// +/// Length dimension annotated with unit-of-measure. +/// +type Length<[] 'TUnit> = Length of float<'TUnit> + +/// +/// Width dimension annotated with unit-of-measure. +/// +type Width<[] 'TUnit> = Width of float<'TUnit> + +/// +/// Depth dimension annotated with unit-of-measure. +/// +type Depth<[] 'TUnit> = Depth of float<'TUnit> + +/// +/// Diameter dimension annotated with unit-of-measure. +/// +type Diameter<[] 'TUnit> = Diameter of float<'TUnit> + +/// +/// Perimeter dimension annotated with unit-of-measure. +/// +type Perimeter<[] 'TUnit> = Perimeter of float<'TUnit> + +/// +/// Area dimension annotated with unit-of-measure. +/// Union type represents possible area semantics. +/// +type Area<[] 'TUnit> = + | CrossSectionalArea of float<'TUnit^2> + | SurfaceArea of float<'TUnit^2> + +/// +/// Volume dimension annotated with unit-of-measure. +/// +type Volume<[] 'TUnit> = Volume of float<'TUnit^3> + +/// +/// Second moment of area dimension annotated with unit-of-measure. +/// +type SecondMomentOfArea<[] 'TUnit> = SecondMomentOfArea of float<'TUnit^4> diff --git a/src/Library.fs b/src/Library.fs deleted file mode 100644 index 9170f98..0000000 --- a/src/Library.fs +++ /dev/null @@ -1,5 +0,0 @@ -namespace Gazelle - -module Say = - let hello name = - printfn "Hello %s" name diff --git a/src/concrete/Cages.fs b/src/concrete/Cages.fs new file mode 100644 index 0000000..12813b5 --- /dev/null +++ b/src/concrete/Cages.fs @@ -0,0 +1,496 @@ +// SPDX-License-Identifier: AGPL-3.0-or-later +// Gazelle: a fast, cross-platform engine for structural analysis & design. +// Copyright (C) 2024 James S. Bayley + +namespace Gazelle.Concrete + +//open System + +///// 3D rebar cage dimensions measured between centrelines of outermost reinforcement. +//type CageDimensions<[] 'T> = +// | RectangularCage of Width<'T> * Depth<'T> * Length<'T> + +// member this.Centreline = +// match this with +// | RectangularCage (_, _, Length l) -> +// (Point3D (0.0, 0.0, 0.0), +// Point3D (0.0, 0.0, stripUnitsFromFloat l)) +// ||> createCentreline + +// member this.Length = +// match this with +// | RectangularCage (_, _, l) -> l + + +//[] +//module ColumnCage = + +// /// Rectangular column cage face. +// type Face = Top | Left | Right | Bottom + +// /// Rectangular column cage corners. +// type Corner = TopRight | TopLeft | BottomRight | BottomLeft + +// /// Straight reinforcing bars positioned at cage corners. +// type CornerBars = +// { TopRight: StraightBar +// TopLeft: StraightBar +// BottomRight: StraightBar +// BottomLeft: StraightBar } + +// /// Collection of straight reinforcing bars for respective cage faces. +// type SideBars = +// { TopFace: StraightBar list +// LeftFace: StraightBar list +// RightFace: StraightBar list +// BottomFace: StraightBar list } + +// /// Defines rectangular column cage rebar configuration. +// type RectangularCageSpecification = +// { CornerBarSize: BarSize +// TopFaceBars: NumberOfBarsAndBarSize +// BottomFaceBars: NumberOfBarsAndBarSize +// LeftFaceBars: NumberOfBarsAndBarSize +// RightFaceBars: NumberOfBarsAndBarSize +// Links: LinkSpacingAndLinkSize } + +// /// Rebar specifications for alternative column cage geometries. +// type Specification = +// | RectangularCageSpec of RectangularCageSpecification + +// /// Fully configured column cage. +// type Cage = +// { Dimensions: CageDimensions +// CornerBars: CornerBars +// SideBars: SideBars +// Links: Link list } + + +// [] +// module Links = + +// /// Calculates no. of links within given length at the prescribed spacing. +// let getNumberOfLinks (BarSpacing sp) (Length l) = +// Math.Ceiling (l / sp) +// |> int +// |> (+) 1 +// |> AddUnitsToInteger32 +// |> NumberOfBars + +// /// Calculates link spacing for a discrete no. of links over a given length. +// let getLinkSpacing (NumberOfBars n) (Length l) = +// l / (float n - 1.0) +// |> BarSpacing + +// /// For a given spacing, returns all link centroids along a centreline. +// let getLinkCentroidsAlongCentreline (Centreline l) (BarSpacing spacing) = +// let spacing = stripUnitsFromFloat spacing +// let p1, p2 = l.StartPoint, l.EndPoint +// [ for z in p1.Z .. spacing .. p2.Z -> +// Point3D (p1.X, p1.Y, z) +// |> Centroid ] + +// /// Returns shear links for full column cage length. +// let create steel linkSize spacing (cageDims: CageDimensions) = +// let cl = cageDims.Centreline +// let length = cageDims.Length +// let quantity = getNumberOfLinks spacing length +// let updatedSpacing = getLinkSpacing quantity length +// let centroids = getLinkCentroidsAlongCentreline cl updatedSpacing +// [for ct in centroids -> +// match cageDims with +// | RectangularCage (Width w, Depth d, _) -> +// RectangularLink.create +// ct +// (Width w) +// (Depth d) +// linkSize +// steel] + + +// [] +// module CornerBars = + +// /// Locates the geometric bar centroid, for a selected corner and given bar size. +// let findCorner link (barSize: BarSize) corner = +// let b = link.Geometry.InnerWidth / 2.0 +// let d = link.Geometry.InnerDepth / 2.0 +// let ctX, ctY = link.Geometry.CentroidCoords +// let Φ = barSize.diameter / 2.0 + +// match corner with +// | TopRight -> +// let x = ctX + b - Φ +// let y = ctY + d - Φ +// x, y +// | TopLeft -> +// let x = ctX - b + Φ +// let y = ctY + d - Φ +// x, y +// | BottomRight -> +// let x = ctX + b - Φ +// let y = ctY - d + Φ +// x, y +// | BottomLeft -> +// let x = ctX - b + Φ +// let y = ctY - d + Φ +// x, y + +// /// Returns collection of straight steel bars for rectangular cage corners. +// let create barSize steel link (Length len) = +// let createAt corner = +// corner +// |> findCorner link barSize +// |> createSymmetricEndPoints len +// ||> StraightBar.create barSize steel + +// { TopRight = createAt TopRight +// TopLeft = createAt TopLeft +// BottomRight = createAt BottomRight +// BottomLeft = createAt BottomLeft } + + +// [] +// module SideBars = + +// /// Returns the spacing interval for intermediate side bars. +// let getSideBarSpacing cornerBars side numberOfBars = +// match side with +// | Top | Bottom -> +// distanceBetweenPoints +// cornerBars.TopRight.Geometry.StartPoint +// cornerBars.TopLeft.Geometry.StartPoint +// | Left | Right -> +// distanceBetweenPoints +// cornerBars.TopLeft.Geometry.StartPoint +// cornerBars.BottomLeft.Geometry.StartPoint +// |> AddUnitsToFloat +// |> Length +// |> getIntermediateBarSpacing numberOfBars + +// /// Returns the 'constant' x or y coordinate for a given side. +// let getSideBarConstantCoord (barSize: BarSize) side (link: Link) = +// let Φ = barSize.diameter |> stripUnitsFromFloat +// let ctX, ctY, w, d, sd = +// match link.Geometry with +// | RectangularHoop (Centroid ct, Width w, Depth d, SectionDiameter sd) -> +// ct.X, ct.Y, w, d, sd +// | CircularHoop (Centroid ct, Diameter d, SectionDiameter sd) -> +// ct.X, ct.Y, d, d, sd +// match side with +// | Top -> ctY + (d / 2.0<_>) - (sd / 2.0<_>) - (Φ / 2.0) +// | Bottom -> ctY - (d / 2.0<_>) + (sd / 2.0<_>) + (Φ / 2.0) +// | Left -> ctX - (w / 2.0<_>) + (sd / 2.0<_>) + (Φ / 2.0) +// | Right -> ctX + (w / 2.0<_>) - (sd / 2.0<_>) - (Φ / 2.0) + +// /// Locates the side bar centroids. +// let getSideBar2DCoords side numberOfBars cornerBars link barSize = +// let spacing = +// getSideBarSpacing cornerBars side numberOfBars +// |> unwrapBarSpacing +// |> stripUnitsFromFloat +// let constantCoord = getSideBarConstantCoord barSize side link +// match side with +// | Top | Bottom -> +// let xStart = cornerBars.TopLeft.Geometry.StartPoint.X + spacing +// let xEnd = cornerBars.TopRight.Geometry.StartPoint.X - spacing +// [for x in xStart .. spacing .. xEnd -> (x, constantCoord)] +// | Left | Right -> +// let yStart = cornerBars.BottomLeft.Geometry.StartPoint.Y + spacing +// let yEnd = cornerBars.TopLeft.Geometry.StartPoint.Y - spacing +// [for y in yStart .. spacing .. yEnd -> (constantCoord, y)] + +// /// Returns list of straight steel bars for a single cage side. +// let create side cornerBars link barSize numberOfBars steel = +// let xyCoords = getSideBar2DCoords side numberOfBars cornerBars link barSize +// let zStart = cornerBars.TopRight.Geometry.StartPoint.Z +// let zEnd = cornerBars.TopRight.Geometry.EndPoint.Z +// [ for x, y in xyCoords -> +// StraightBar.create +// barSize +// steel +// (Point3D (x, y, zStart)) +// (Point3D (x, y, zEnd)) ] + + +// /// Returns a fully configured column rebar cage. +// let create (rebarSpec: Specification) steel (dimensions: CageDimensions) = +// let length = match dimensions with RectangularCage (_, _, l) -> l + +// match rebarSpec with +// | RectangularCageSpec spec -> + +// let links = +// let linkSize = spec.Links.LinkSize +// let linkSpacing = spec.Links.LinkSpacing +// Links.create steel linkSize linkSpacing dimensions + +// let cornerBars = +// let barSize = spec.CornerBarSize +// CornerBars.create barSize steel links.[0] length + +// let sideBars = + +// let topFaceBars = +// let barSize = spec.TopFaceBars.BarSize +// let numOfBars = spec.TopFaceBars.NumberOfBars +// SideBars.create Top cornerBars links.[0] barSize numOfBars steel + +// let leftFaceBars = +// let barSize = spec.LeftFaceBars.BarSize +// let numOfBars = spec.LeftFaceBars.NumberOfBars +// SideBars.create Left cornerBars links.[0] barSize numOfBars steel + +// let rightFaceBars = +// let barSize = spec.RightFaceBars.BarSize +// let numOfBars = spec.RightFaceBars.NumberOfBars +// SideBars.create Right cornerBars links.[0] barSize numOfBars steel + +// let bottomFaceBars = +// let barSize = spec.BottomFaceBars.BarSize +// let numOfBars = spec.BottomFaceBars.NumberOfBars +// SideBars.create Bottom cornerBars links.[0] barSize numOfBars steel + +// { TopFace = topFaceBars +// LeftFace = leftFaceBars +// RightFace = rightFaceBars +// BottomFace = bottomFaceBars } + +// { Dimensions = dimensions +// CornerBars = cornerBars +// SideBars = sideBars +// Links = links } + + +//[] +//module WallCage = + +// /// Respective wall face. +// type Face = LeftFace | RightFace + +// /// Respective wall end zone. +// type EndZone = Top | Bottom + +// /// Number of pairwise bar layers in each end zone. +// type NumberOfBarLayersInEndZone = NumberOfBarLayersInEndZone of int + +// /// Defines bar configuration for wall end zones. +// type EndZoneBarSpecification = +// { NumberOfLayers: NumberOfBarLayersInEndZone +// BarSize: BarSize } + +// /// Defines bar configuration for wall central zone. +// type CentralZoneBarSpecification = { BarSize: BarSize; Spacing: BarSpacing } + +// /// Defines bar configuration for horizontal wall bars. +// type HorizontalBarSpecification = { BarSize: BarSize; Spacing: BarSpacing } + +// /// Defines wall cage rebar configurations for all zones. +// type Specification = +// { HorizontalBarSpec: HorizontalBarSpecification +// EndZoneBarSpec: EndZoneBarSpecification +// CentralZoneBarSpec: CentralZoneBarSpecification } + +// /// Fully configured wall cage. +// type Cage = +// { Dimensions: CageDimensions +// HorizontalBars: StraightBar list +// EndZoneBars: StraightBar list +// CentralZoneBars: StraightBar list } + + +// [] +// module HorizontalBars = + +// /// Returns x- and y-coordinates for horizontal wall bars. +// let findHorizontalBarXYCoords cageDims = +// let (Width w), (Depth d), _ = cageDims +// let xLeft = -w / 2.0 +// let xRight = w / 2.0 +// let yTop = d / 2.0 +// let yBottom = -d / 2.0 +// xLeft, xRight, yTop, yBottom + +// /// Returns z-coordinates for horizontal wall bars. +// let findHorizontalBarZCoords cageDims horizBarSpacing = +// let _, _, l = cageDims +// let numOfBars = getNumberOfIntermediateBars horizBarSpacing l +// let updatedSpacing = +// getIntermediateBarSpacing numOfBars l +// |> unwrapBarSpacing +// |> stripUnitsFromFloat +// let length = +// let unwrapLength (Length l) = l +// l |> unwrapLength |> stripUnitsFromFloat +// let zStart, zEnd = 0.0, length +// [for z in zStart .. updatedSpacing .. zEnd -> z] + +// /// Groups horizontal wall bar x-, y- and z-coordinates for a given face. +// let combineHorizontalXYZBarCoords xyCoords zCoords face = +// let xLeft, xRight, yTop, yBottom = xyCoords +// zCoords +// |> match face with +// | LeftFace -> +// List.map (fun z -> +// Point3D (stripUnitsFromFloat xLeft, stripUnitsFromFloat yBottom, z), +// Point3D (stripUnitsFromFloat xLeft, stripUnitsFromFloat yTop, z)) +// | RightFace -> +// List.map (fun z -> +// Point3D (stripUnitsFromFloat xRight, stripUnitsFromFloat yBottom, z), +// Point3D (stripUnitsFromFloat xRight, stripUnitsFromFloat yTop, z)) + +// /// Returns all steel horizontal wall bars. +// let create (cageDims: CageDimensions) horizBarSpacing barSize steel = +// let cageDims = +// match cageDims with +// | RectangularCage (w, d, l) -> (w, d, l) + +// let xyCoords = findHorizontalBarXYCoords cageDims +// let zCoords = findHorizontalBarZCoords cageDims horizBarSpacing +// let barCoordsLeft = combineHorizontalXYZBarCoords xyCoords zCoords LeftFace +// let barCoordsRight = combineHorizontalXYZBarCoords xyCoords zCoords RightFace +// barCoordsLeft @ barCoordsRight +// |> List.map (fun (p1, p2) -> +// StraightBar.create barSize steel p1 p2) + +// /// Returns clear space between horizontal wall bars. +// let getClearSpaceBetweenHorizontalBars cageDims (horizontalBar: BarSize) = +// let (Width cageWidth), _, _ = cageDims +// cageWidth - horizontalBar.diameter +// |> ClearSpace + + +// [] +// module VerticalBars = + +// /// Returns x-coordinate of vertical wall bar, measured from the centreline of the cage. +// let getVerticalBarXCoordinate face (verticalBarSize: BarSize) spaceBetweenHorizontalBars = +// let halfWidth = unwrapClearSpace spaceBetweenHorizontalBars / 2.0 +// match face with +// | LeftFace -> (- halfWidth) + (verticalBarSize.diameter / 2.0) +// | RightFace -> halfWidth - (verticalBarSize.diameter / 2.0) + + +// [] +// module EndZone = + +// /// Returns x- and y-coordinates for end zone bars, for a single end zone and wall face. +// let findEndZoneBarCoords zone face barSize (OuterDepth endZoneDepth) cageDims horizBarSize = +// let _, (Depth cageDepth), _ = cageDims +// let ezDepth = endZoneDepth +// let ezWidth = HorizontalBars.getClearSpaceBetweenHorizontalBars cageDims horizBarSize +// let xCoord = getVerticalBarXCoordinate face barSize ezWidth +// let Φ = barSize.diameter +// let spacingBetweenBarCentres = +// 2.0 * unwrapClearSpace (getMinimumClearBarSpacing barSize) +// match zone with +// | Top -> +// let yStart = (cageDepth - Φ) / 2.0 +// let yEnd = yStart - ezDepth + (Φ / 2.0) +// [for y in yStart .. -spacingBetweenBarCentres .. yEnd -> (xCoord, y)] +// | Bottom -> +// let yStart = (Φ - cageDepth) / 2.0 +// let yEnd = yStart + ezDepth - (Φ / 2.0) +// [for y in yStart .. spacingBetweenBarCentres .. yEnd -> (xCoord, y)] + +// /// Returns depth of single end zone, including clear space between bars. +// /// Measured to the outermost bar dimensions. +// let getEndZoneDepth (NumberOfBarLayersInEndZone layers) endZoneBarSize = +// let numOfLayers = layers |> float |> AddUnitsToFloat +// let clearBarSpace = +// getMinimumClearBarSpacing endZoneBarSize +// |> unwrapClearSpace +// |> (*) (numOfLayers - 1.0) +// endZoneBarSize.diameter +// |> (*) numOfLayers +// |> (+) clearBarSpace +// |> OuterDepth + +// /// Returns list of straight steel bars for both end zones and wall faces. +// let create barSize endZoneDepth cageDims horizBarSize steel = +// let _, _, (Length cageLength) = cageDims +// [ Top, LeftFace +// Top, RightFace +// Bottom, LeftFace +// Bottom, RightFace ] +// |> List.collect (fun (zone, face) -> +// findEndZoneBarCoords zone face barSize endZoneDepth cageDims horizBarSize) +// |> List.map (fun (x, y) -> stripUnitsFromFloat x, stripUnitsFromFloat y) +// |> List.map (fun (x, y) -> +// StraightBar.create +// barSize +// steel +// (Point3D (x, y, 0.0)) +// (Point3D (x, y, stripUnitsFromFloat cageLength))) + + +// [] +// module CentralZone = + +// /// Returns x- and y-coordinates for central zone bars, for a single end zone and wall face. +// let findCentralZoneBarCoords face barSize spacing (OuterDepth centralZoneDepth) cageDims horizBarSize = +// let czWidth = HorizontalBars.getClearSpaceBetweenHorizontalBars cageDims horizBarSize +// let czDepth = centralZoneDepth +// let xCoord = getVerticalBarXCoordinate face barSize czWidth +// let Φ = barSize.diameter +// let yStart = (-czDepth / 2.0) + (Φ / 2.0) +// let yEnd = (czDepth / 2.0) - (Φ / 2.0) +// let length = (yEnd - yStart) |> Length +// let numberOfBars = getNumberOfIntermediateBars spacing length +// let updatedSpacing = getIntermediateBarSpacing numberOfBars length |> unwrapBarSpacing +// [ for y in yStart .. updatedSpacing .. yEnd -> xCoord, y ] + +// /// Returns depth of central wall zone. Calculated using the outermost depth +// /// of both end zones; adds additional clear spacing between the end zone edges +// /// and the outermost bars in the central zone. +// let getCentralZoneDepth cageDims endZoneOuterDepth endZoneClearBarSpacing = +// let _, (Depth cageDepth), _ = cageDims +// let depthOfBothEndZones = +// match endZoneOuterDepth with OuterDepth d -> d +// |> (*) 2.0 +// let clearSpaceForBothEndZones = +// endZoneClearBarSpacing +// |> unwrapClearSpace +// |> (*) 2.0 +// (cageDepth - depthOfBothEndZones - clearSpaceForBothEndZones) +// |> OuterDepth + +// /// Returns list of straight steel bars for both faces of central zone. +// let create barSize spacing centralZoneDepth horizBarSize cageDims steel = +// let _, _, (Length cageLength) = cageDims +// [ LeftFace; RightFace ] +// |> List.collect (fun face -> +// findCentralZoneBarCoords face barSize spacing centralZoneDepth cageDims horizBarSize) +// |> List.map (fun (x, y) -> stripUnitsFromFloat x, stripUnitsFromFloat y) +// |> List.map (fun (x, y) -> +// StraightBar.create +// barSize +// steel +// (Point3D (x, y, 0.0)) +// (Point3D (x, y, stripUnitsFromFloat cageLength))) + + +// /// Returns fully configured wall cage. +// let create (spec: Specification) steel (dimensions: CageDimensions) = +// let dimsAsTuple = +// match dimensions with +// | RectangularCage (w, d, l) -> (w, d, l) + +// let horizBarSize = spec.HorizontalBarSpec.BarSize +// let ezLayers = spec.EndZoneBarSpec.NumberOfLayers +// let ezBarSize = spec.EndZoneBarSpec.BarSize +// let ezClearBarSpacing = getMinimumClearBarSpacing ezBarSize +// let ezDepth = VerticalBars.EndZone.getEndZoneDepth ezLayers ezBarSize +// let czBarSize = spec.CentralZoneBarSpec.BarSize +// let czDepth = VerticalBars.CentralZone.getCentralZoneDepth dimsAsTuple ezDepth ezClearBarSpacing +// let czSpacing = spec.CentralZoneBarSpec.Spacing +// let horizBarSpacing = spec.HorizontalBarSpec.Spacing + +// let ezBars = VerticalBars.EndZone.create ezBarSize ezDepth dimsAsTuple horizBarSize steel +// let czBars = VerticalBars.CentralZone.create czBarSize czSpacing czDepth horizBarSize dimsAsTuple steel +// let horizBars = HorizontalBars.create dimensions horizBarSpacing horizBarSize steel + +// { Dimensions = dimensions +// HorizontalBars = horizBars +// EndZoneBars = ezBars +// CentralZoneBars = czBars } \ No newline at end of file diff --git a/src/concrete/Concrete.fs b/src/concrete/Concrete.fs new file mode 100644 index 0000000..0d4c673 --- /dev/null +++ b/src/concrete/Concrete.fs @@ -0,0 +1,322 @@ +// SPDX-License-Identifier: AGPL-3.0-or-later +// Gazelle: a fast, cross-platform engine for structural analysis & design. +// Copyright (C) 2024 James S. Bayley + +namespace Gazelle.Structures + +open Gazelle.Units +open FSharp.Data.UnitSystems.SI.UnitSymbols + +type UKConcreteGrade = + | Fck12 + | Fck16 + | Fck20 + | Fck25 + | Fck30 + | Fck35 + | Fck40 + | Fck45 + | Fck50 + | Fck55 + | Fck60 + | Fck70 + | Fck80 + | Fck90 + +type CylinderStrength = UK of UKConcreteGrade + +type Aggregate = + | Basalt + | Limestone + | Sandstone + | Quartzite + +type Cement = + | ClassR + | ClassN + | ClassS + +type WeightClass = NormalWeight +type Age = Age of int + +type Concrete = + { Age: Age + Aggregate: Aggregate + Cement: Cement + Grade: CylinderStrength + WeightClass: WeightClass } + +[] +module Concrete = + + let private validateAge (age: int) = + match age with + | age when age <= 0 -> invalidArg $"{nameof (age)}" "Concrete age <= 0 days." + | age when age <= 3 -> invalidArg $"{nameof (age)}" "In-situ strength tests required for age <= 3 days." + | _ -> Age age + + let tryCreate (fck: CylinderStrength) (agg: Aggregate) (cem: Cement) (w: WeightClass) (age: int) = + let validAge = validateAge age + + { Age = validAge + Aggregate = agg + Cement = cem + Grade = fck + WeightClass = w } + + [] + module BasicProperties = + + [] + module Density = + + let unreinforced (w: WeightClass) = + match w with + | NormalWeight -> Density 2400.0 + + let reinforced (w: WeightClass) = + match w with + | NormalWeight -> Density 2500.0 + + [] + module Strength = + + let fck (fck: CylinderStrength) = + match fck with + | UK Fck12 -> 12.0 + | UK Fck16 -> 16.0 + | UK Fck20 -> 20.0 + | UK Fck25 -> 25.0 + | UK Fck30 -> 30.0 + | UK Fck35 -> 35.0 + | UK Fck40 -> 40.0 + | UK Fck45 -> 45.0 + | UK Fck50 -> 50.0 + | UK Fck55 -> 55.0 + | UK Fck60 -> 60.0 + | UK Fck70 -> 70.0 + | UK Fck80 -> 80.0 + | UK Fck90 -> 90.0 + + let fcm (fck: CylinderStrength) = + match fck with + | UK Fck12 -> 20.0 + | UK Fck16 -> 24.0 + | UK Fck20 -> 28.0 + | UK Fck25 -> 33.0 + | UK Fck30 -> 38.0 + | UK Fck35 -> 43.0 + | UK Fck40 -> 48.0 + | UK Fck45 -> 53.0 + | UK Fck50 -> 58.0 + | UK Fck55 -> 63.0 + | UK Fck60 -> 68.0 + | UK Fck70 -> 78.0 + | UK Fck80 -> 88.0 + | UK Fck90 -> 98.0 + + let fctm (fck: CylinderStrength) = + match fck with + | UK Fck12 -> 1.6 + | UK Fck16 -> 1.9 + | UK Fck20 -> 2.2 + | UK Fck25 -> 2.6 + | UK Fck30 -> 2.9 + | UK Fck35 -> 3.2 + | UK Fck40 -> 3.5 + | UK Fck45 -> 3.8 + | UK Fck50 -> 4.1 + | UK Fck55 -> 4.2 + | UK Fck60 -> 4.4 + | UK Fck70 -> 4.6 + | UK Fck80 -> 4.8 + | UK Fck90 -> 5.0 + + [] + module ElasticModulus = + + let Ecm (fck: CylinderStrength) (agg: Aggregate) = + let Ecm = + match fck with + | UK Fck12 -> 27_000.0 + | UK Fck16 -> 29_000.0 + | UK Fck20 -> 30_000.0 + | UK Fck25 -> 31_000.0 + | UK Fck30 -> 33_000.0 + | UK Fck35 -> 34_000.0 + | UK Fck40 -> 35_000.0 + | UK Fck45 -> 36_000.0 + | UK Fck50 -> 37_000.0 + | UK Fck55 -> 38_000.0 + | UK Fck60 -> 39_000.0 + | UK Fck70 -> 41_000.0 + | UK Fck80 -> 42_000.0 + | UK Fck90 -> 44_000.0 + + match agg with + | Quartzite -> Ecm * 1.0 + | Limestone -> Ecm * 0.9 + | Sandstone -> Ecm * 0.7 + | Basalt -> Ecm * 1.2 + + [] + module Strain = + + let c1 (fck: CylinderStrength) = + match fck with + | UK Fck12 -> 0.0018 + | UK Fck16 -> 0.0019 + | UK Fck20 -> 0.0020 + | UK Fck25 -> 0.0021 + | UK Fck30 -> 0.0022 + | UK Fck35 -> 0.00225 + | UK Fck40 -> 0.0023 + | UK Fck45 -> 0.0024 + | UK Fck50 -> 0.00245 + | UK Fck55 -> 0.0025 + | UK Fck60 -> 0.0026 + | UK Fck70 -> 0.0027 + | UK Fck80 -> 0.0028 + | UK Fck90 -> 0.0028 + + let cu1 (fck: CylinderStrength) = + match fck with + | UK Fck12 -> 0.0035 + | UK Fck16 -> 0.0035 + | UK Fck20 -> 0.0035 + | UK Fck25 -> 0.0035 + | UK Fck30 -> 0.0035 + | UK Fck35 -> 0.0035 + | UK Fck40 -> 0.0035 + | UK Fck45 -> 0.0035 + | UK Fck50 -> 0.0035 + | UK Fck55 -> 0.0032 + | UK Fck60 -> 0.0030 + | UK Fck70 -> 0.0028 + | UK Fck80 -> 0.0028 + | UK Fck90 -> 0.0028 + + let c2 (fck: CylinderStrength) = + match fck with + | UK Fck12 -> 0.0020 + | UK Fck16 -> 0.0020 + | UK Fck20 -> 0.0020 + | UK Fck25 -> 0.0020 + | UK Fck30 -> 0.0020 + | UK Fck35 -> 0.0020 + | UK Fck40 -> 0.0020 + | UK Fck45 -> 0.0020 + | UK Fck50 -> 0.0020 + | UK Fck55 -> 0.0022 + | UK Fck60 -> 0.0023 + | UK Fck70 -> 0.0024 + | UK Fck80 -> 0.0025 + | UK Fck90 -> 0.0026 + + let cu2 (fck: CylinderStrength) = + match fck with + | UK Fck12 -> 0.0035 + | UK Fck16 -> 0.0035 + | UK Fck20 -> 0.0035 + | UK Fck25 -> 0.0035 + | UK Fck30 -> 0.0035 + | UK Fck35 -> 0.0035 + | UK Fck40 -> 0.0035 + | UK Fck45 -> 0.0035 + | UK Fck50 -> 0.0035 + | UK Fck55 -> 0.0031 + | UK Fck60 -> 0.0029 + | UK Fck70 -> 0.0027 + | UK Fck80 -> 0.0026 + | UK Fck90 -> 0.0026 + + let c3 (fck: CylinderStrength) = + match fck with + | UK Fck12 -> 0.00175 + | UK Fck16 -> 0.00175 + | UK Fck20 -> 0.00175 + | UK Fck25 -> 0.00175 + | UK Fck30 -> 0.00175 + | UK Fck35 -> 0.00175 + | UK Fck40 -> 0.00175 + | UK Fck45 -> 0.00175 + | UK Fck50 -> 0.00175 + | UK Fck55 -> 0.0018 + | UK Fck60 -> 0.0019 + | UK Fck70 -> 0.0020 + | UK Fck80 -> 0.0022 + | UK Fck90 -> 0.0023 + + let cu3 (fck: CylinderStrength) = + match fck with + | UK Fck12 -> 0.0035 + | UK Fck16 -> 0.0035 + | UK Fck20 -> 0.0035 + | UK Fck25 -> 0.0035 + | UK Fck30 -> 0.0035 + | UK Fck35 -> 0.0035 + | UK Fck40 -> 0.0035 + | UK Fck45 -> 0.0035 + | UK Fck50 -> 0.0035 + | UK Fck55 -> 0.0031 + | UK Fck60 -> 0.0029 + | UK Fck70 -> 0.0027 + | UK Fck80 -> 0.0026 + | UK Fck90 -> 0.0026 + + let n (fck: CylinderStrength) = + match fck with + | UK Fck12 -> 2.0 + | UK Fck16 -> 2.0 + | UK Fck20 -> 2.0 + | UK Fck25 -> 2.0 + | UK Fck30 -> 2.0 + | UK Fck35 -> 2.0 + | UK Fck40 -> 2.0 + | UK Fck45 -> 2.0 + | UK Fck50 -> 2.0 + | UK Fck55 -> 1.75 + | UK Fck60 -> 1.6 + | UK Fck70 -> 1.45 + | UK Fck80 -> 1.4 + | UK Fck90 -> 1.4 + + [] + module TimeDependentProperties = + + let private s cement = + match cement with + | ClassN -> 0.25 + | ClassR -> 0.20 + | ClassS -> 0.38 + + let private α age = + match age with + | (Age age) when age < 28 -> 1.0 + | _ -> (2.0 / 3.0) + + let private βcc_t cement age = + let (Age age) = age + s cement |> exp |> (*) (1.0 - sqrt (28.0 / float age)) + + [] + module Strength = + + let fcm_t (fck: CylinderStrength) (cem: Cement) (age: Age) = + let βcc_t = βcc_t cem age + let fcm_basic = BasicProperties.Strength.fcm fck + βcc_t * fcm_basic + + let fctm_t (fck: CylinderStrength) (cem: Cement) (age: Age) = + let βcc_t = βcc_t cem age + let fctm_basic = BasicProperties.Strength.fctm fck + (βcc_t ** (α age)) * fctm_basic + + [] + module ElasticModulus = + + let Ecm_t (fck: CylinderStrength) (cem: Cement) (agg: Aggregate) (age: Age) = + let fcm = BasicProperties.Strength.fcm fck + let fcm_timeDep = Strength.fcm_t fck cem age + let Ecm = BasicProperties.ElasticModulus.Ecm fck agg + ((fcm_timeDep / fcm) ** 0.3) * Ecm \ No newline at end of file diff --git a/src/concrete/ConcreteSerializer.fs b/src/concrete/ConcreteSerializer.fs new file mode 100644 index 0000000..c7dab87 --- /dev/null +++ b/src/concrete/ConcreteSerializer.fs @@ -0,0 +1,202 @@ +// SPDX-License-Identifier: AGPL-3.0-or-later +// Gazelle: a fast, cross-platform engine for structural analysis & design. +// Copyright (C) 2024 James S. Bayley + +namespace Gazelle.Concrete + +// module ConcreteSerializer = + +// module CylinderStrength = + +// let deserialize (region: string) (fck: string) = +// match region.ToUpperInvariant() with +// | "UK" -> +// match fck.ToUpperInvariant() with +// | "C12/15" -> UKConcrete Fck12 +// | "C16/20" -> UKConcrete Fck16 +// | "C20/25" -> UKConcrete Fck20 +// | "C25/30" -> UKConcrete Fck25 +// | "C30/37" -> UKConcrete Fck30 +// | "C35/45" -> UKConcrete Fck35 +// | "C40/50" -> UKConcrete Fck40 +// | "C45/55" -> UKConcrete Fck45 +// | "C50/60" -> UKConcrete Fck50 +// | "C55/67" -> UKConcrete Fck55 +// | "C60/75" -> UKConcrete Fck60 +// | "C70/85" -> UKConcrete Fck70 +// | "C80/95" -> UKConcrete Fck80 +// | "C90/105" -> UKConcrete Fck90 +// | _ -> invalidArg $"{nameof(fck)}" "No matching cylinder strength." +// | _ -> invalidArg $"{nameof(region)}" "No matching Eurocode region." + +// let serialize (fck: CylinderStrength) = +// match fck with +// | UKConcrete Fck12 -> "C12/15" +// | UKConcrete Fck16 -> "C16/20" +// | UKConcrete Fck20 -> "C20/25" +// | UKConcrete Fck25 -> "C25/30" +// | UKConcrete Fck30 -> "C30/37" +// | UKConcrete Fck35 -> "C35/45" +// | UKConcrete Fck40 -> "C40/50" +// | UKConcrete Fck45 -> "C45/55" +// | UKConcrete Fck50 -> "C50/60" +// | UKConcrete Fck55 -> "C55/67" +// | UKConcrete Fck60 -> "C60/75" +// | UKConcrete Fck70 -> "C70/85" +// | UKConcrete Fck80 -> "C80/95" +// | UKConcrete Fck90 -> "C90/105" + +// module Aggregate = + +// let deserialize (agg: string) = +// match agg.ToLowerInvariant() with +// | "basalt" -> Basalt +// | "limestone" -> Limestone +// | "quartzite" -> Quartzite +// | "sandstone" -> Sandstone +// | _ -> invalidArg $"{nameof(agg)}" "No matching aggregate type." + +// let serialize (aggregate: Aggregate) = +// match aggregate with +// | Basalt -> "Basalt" +// | Limestone -> "Limestone" +// | Quartzite -> "Quartzite" +// | Sandstone -> "Sandstone" + +// module Cement = + +// let deserialize (cem: string) = +// match cem.ToLowerInvariant() with +// | "classn" -> ClassN +// | "classs" -> ClassS +// | "classr" -> ClassR +// | _ -> invalidArg $"{nameof(cem)}" "No matching cement type." + +// let serialize (cem: Cement) = +// match cem with +// | ClassN -> "ClassN" +// | ClassR -> "ClassR" +// | ClassS -> "ClassS" + +// module MixProperties = + +// type MixPropertiesDTO = +// { Aggregate: string +// Cement: string +// Grade: string +// Region: string } + +// let deserialize (concreteMix: MixPropertiesDTO) : MixProperties = +// match concreteMix with +// | { Aggregate = agg +// Cement = cem +// Grade = fck +// Region = region } -> +// { Aggregate = Aggregate.deserialize agg +// Cement = Cement.deserialize cem +// Grade = CylinderStrength.deserialize region fck } + +// let serialize (mix: MixProperties) : MixPropertiesDTO = +// let region = +// match mix.Grade with +// | UKConcrete _ -> "UK" +// { Aggregate = Aggregate.serialize mix.Aggregate +// Cement = Cement.serialize mix.Cement +// Grade = CylinderStrength.serialize mix.Grade +// Region = region } + +// module Strengths = + +// type StrengthsDTO = +// { fck: float +// fcm: float +// fctm: float +// fcm_t: float +// fctm_t: float } + +// let deserialize (strengths: StrengthsDTO) : Strengths = +// match strengths with +// | { fck = _fck +// fcm = _fcm +// fctm = _fctm +// fcm_t = _fcm_t +// fctm_t = _fctm_t } -> +// { fck = AddUnitsToFloat _fck +// fcm = AddUnitsToFloat _fcm +// fctm = AddUnitsToFloat _fctm +// fcm_t = AddUnitsToFloat _fcm_t +// fctm_t = AddUnitsToFloat _fctm_t } + +// let serialize (strengths: Strengths) : StrengthsDTO = +// { fck = stripUnitsFromFloat strengths.fck +// fcm = stripUnitsFromFloat strengths.fcm +// fctm = stripUnitsFromFloat strengths.fctm +// fcm_t = stripUnitsFromFloat strengths.fcm_t +// fctm_t = stripUnitsFromFloat strengths.fctm_t } + +// module ElasticModuli = + +// type ElasticModuliDTO = +// { Ecm: float +// Ecm_t: float } + +// let deserialize (moduli: ElasticModuliDTO) : ElasticModuli = +// { Ecm = AddUnitsToFloat moduli.Ecm +// Ecm_t = AddUnitsToFloat moduli.Ecm_t } + +// let serialize (moduli: ElasticModuli) : ElasticModuliDTO = +// { Ecm = stripUnitsFromFloat moduli.Ecm +// Ecm_t = stripUnitsFromFloat moduli.Ecm_t } + +// module MechanicalProperties = + +// open Strengths +// open ElasticModuli + +// type MechanicalPropertiesDTO = +// { Strengths: StrengthsDTO +// Strains: Strains +// ElasticModuli: ElasticModuliDTO } + +// let deserialize (props: MechanicalPropertiesDTO) : MechanicalProperties = +// match props with +// | { Strengths = strengths +// Strains = strains +// ElasticModuli = moduli } -> +// { Strengths = Strengths.deserialize strengths +// Strains = strains +// ElasticModuli = ElasticModuli.deserialize moduli } + +// let serialize (props: MechanicalProperties) : MechanicalPropertiesDTO = +// { Strengths = Strengths.serialize props.Strengths +// Strains = props.Strains +// ElasticModuli = ElasticModuli.serialize props.ElasticModuli } + +// module Concrete = + +// open MixProperties +// open MechanicalProperties + +// type ConcreteDTO = +// { Age: int +// Density: float +// MixProperties: MixPropertiesDTO +// MechanicalProperties: MechanicalPropertiesDTO } + +// let deserialize (concrete: ConcreteDTO) : Concrete = +// match concrete with +// | { Age = age +// Density = density +// MixProperties = mix +// MechanicalProperties = props } -> +// { Age = CurrentAge (AddUnitsToInteger32 age) +// Density = AddUnitsToFloat density +// MixProperties = MixProperties.deserialize mix +// MechanicalProperties = MechanicalProperties.deserialize props } + +// let serialize (concrete: Concrete) : ConcreteDTO = +// let unwrapAge (CurrentAge age) = age +// { Age = stripUnitsFromInteger (unwrapAge concrete.Age) +// Density = stripUnitsFromFloat concrete.Density +// MixProperties = MixProperties.serialize concrete.MixProperties +// MechanicalProperties = MechanicalProperties.serialize concrete.MechanicalProperties } \ No newline at end of file diff --git a/src/concrete/Creep.fs b/src/concrete/Creep.fs new file mode 100644 index 0000000..195a4d6 --- /dev/null +++ b/src/concrete/Creep.fs @@ -0,0 +1,117 @@ +// SPDX-License-Identifier: AGPL-3.0-or-later +// Gazelle: a fast, cross-platform engine for structural analysis & design. +// Copyright (C) 2024 James S. Bayley + +namespace Gazelle.Structures + +// open type System.Math +// open FSharp.Data.UnitSystems.SI.UnitSymbols + +// module Creep = + +//type RelativeHumidity = RelativeHumidity of float +//type LoadingAge = LoadingAge of int +//type NotionalSize = NotionalSize of h0:float + +/// Convenient collection of Creep and Shrinkage related parameters. +//type CreepShrinkage = +// { RelativeHumidity: RelativeHumidity +// LoadingAge: LoadingAge +// NotionalSize: NotionalSize +// CreepCoefficient: float +// ShrinkageStrain: float } + +// // Partially applied functions to calculate Creep α factors. +// let private α (power: float) (fcm: float) = (35.0 / fcm) ** power + +// let α1 = α 0.7 +// let α2 = α 0.2 +// let α3 = α 0.5 + +// /// β_fcm is a factor to allow for the effect of concrete strength on the +// /// notional creep coefficient. +// let βfcm (fcm: float) = +// let fcm = float fcm +// 16.8 / sqrt fcm + +// /// β_t0 is a factor to allow for the effect of concrete age at loading +// /// on the notional creep coefficient. +// let βt0 (LoadingAge loadingAge) = +// 1.0 / (0.1 + (float loadingAge ** 0.2)) + +// /// βH is a coefficient depending on the relative humidity (RH in %). +// let βH (RelativeHumidity rh) (NotionalSize h0) (fcm: float) = +// let h0 = float h0 +// if fcm <= 35.0 then +// let βh = +// 0.012 * (rh ** 18.0) +// |> (+) 1.0 +// |> (*) 1.5 +// |> (*) h0 +// |> (+) 250.0 +// if βh <= 1500.0 then βh else 1500.0 +// else +// let βh = +// 0.012 * (rh ** 18.0) +// |> (+) 1.0 +// |> (*) 1.5 +// |> (*) h0 +// |> (+) (250.0 * α3 fcm) +// if βh <= (1500.0 * α3 fcm) then βh else (1500.0 * α3 fcm) + +// /// β_ctt0 is a coefficient to describe the development of creep with time after loading. +// let βctt0 (LoadingAge loadingAge) (CurrentAge currentAge) (βH: float) = +// let t = (float)currentAge +// let t0 = (float)loadingAge +// let numerator = t - t0 +// let denominator = βH + t - t0 +// let quotient = numerator / denominator +// quotient ** 0.3 + +// /// Returns the Notional Creep Coefficient (RH) to EC2. +// let ψRH (RelativeHumidity rh) (NotionalSize h0) (fcm: float) = +// let h0 = (float)h0 +// if fcm <= 35.0 then +// let numerator = 1.0 - rh +// let denominator = 0.1 * Cbrt(h0) +// let quotient = numerator / denominator +// 1.0 + quotient +// else +// let numerator = 1.0 - rh +// let denominator = 0.1 * Cbrt(h0) * (α1 fcm) +// let quotient = numerator / denominator +// (1.0 + quotient) * (α2 fcm) + +// /// Returns the Creep Coefficient to EC2. +// let ψtt0 (βctt0: float) (βfcm: float) (βt0: float) (ψRH: float) = +// ψRH * βfcm * βt0 * βctt0 + +// /// Calculates notional geometric size of member. +// let private getNotionalSize (section: Shape3D) = +// let area = getSectionalArea section +// let perimeter = getPerimeter section +// 2.0 * area / perimeter |> NotionalSize + +// let private validateLoadingAge (loadingAge: int) (CurrentAge concreteAge) = +// if loadingAge <= 0 || loadingAge > concreteAge then +// invalidArg $"nameof{loadingAge}" "Illegal concrete loading age." +// else LoadingAge loadingAge + +// let private validateRelativeHumidity (rh: float) = +// if (rh <= 0.0 || rh >= 1.0) then +// invalidArg $"{nameof(rh)}" "Relative Humidity outside allowable range." +// else RelativeHumidity rh + +// /// Calculates the Creep Coefficient, ψtt0, to EC2. +// let getCreepCoefficient (section: Shape3D) (loadingAge: int) (relativeHumidity: float) concrete = +// let h0 = getNotionalSize section +// let rh = validateRelativeHumidity relativeHumidity +// let loadingAge = validateLoadingAge loadingAge concrete.Age +// let fcm = concrete.MechanicalProperties.Strengths.fcm +// let currentAge = concrete.Age +// let βfcm = βfcm fcm +// let βt0 = βt0 loadingAge +// let βH = βH rh h0 fcm +// let βctt0 = βctt0 loadingAge currentAge βH +// let ψRH = ψRH rh h0 fcm +// ψtt0 βctt0 βfcm βt0 ψRH \ No newline at end of file diff --git a/src/concrete/DesignCodes.fs b/src/concrete/DesignCodes.fs new file mode 100644 index 0000000..cc836c0 --- /dev/null +++ b/src/concrete/DesignCodes.fs @@ -0,0 +1,11 @@ +// SPDX-License-Identifier: AGPL-3.0-or-later +// Gazelle: a fast, cross-platform engine for structural analysis & design. +// Copyright (C) 2024 James S. Bayley + +namespace Gazelle.Concrete + +/// Supported eurocodes (EC). +type Eurocode = | UK + +/// Supported global design codes. +type DesignCode = Eurocode of Eurocode \ No newline at end of file diff --git a/src/concrete/Detailing.fs b/src/concrete/Detailing.fs new file mode 100644 index 0000000..507b46e --- /dev/null +++ b/src/concrete/Detailing.fs @@ -0,0 +1,53 @@ +// SPDX-License-Identifier: AGPL-3.0-or-later +// Gazelle: a fast, cross-platform engine for structural analysis & design. +// Copyright (C) 2024 James S. Bayley + +namespace Gazelle.Structures + +//open System + +///// Centre-to-centre spacing between adjacent bars/links. +//type BarSpacing = BarSpacing of float + +///// Space between bars, measured between the outermost bar dimensions. +//type ClearSpace = ClearSpace of float + +///// Total number of reinforcing bars. +//type NumberOfBars = NumberOfBars of int + +//// Lightweight records specifying rebar configuration. +//type NumberOfBarsAndBarSize = { NumberOfBars: NumberOfBars; BarSize: BarSize } +//type LinkSpacingAndLinkSize = { LinkSpacing: BarSpacing; LinkSize: BarSize } + +//module Detailing = + +// /// Returns no. of intermediate bars along a given length at the prescribed spacing. +// /// This does NOT consider bars at the start or end (i.e. at x = 0 and x = L). +// /// For a 1000mm length at 250mm spacing, the equations returns 3 intermediate bars. +// let getNumberOfIntermediateBars (BarSpacing sp) (Length l) = +// int (Math.Ceiling (l / sp)) - 1 +// |> AddUnitsToInteger32 +// |> NumberOfBars + +// /// Calculates bar spacing for intermediate bars along a given length. +// /// This does NOT consider bars at the start or end (i.e. at x = 0 and x = L). +// /// For a 1000mm length with 3 inner bars and 2 end bars (5 bars in total), +// /// the equation ignores the end bars and returns a spacing of 250mm. +// let getIntermediateBarSpacing (NumberOfBars n) (Length l) = BarSpacing (l / (float n + 1.0)) + +// /// Returns the minimum permissible clear spacing between adjacent bars. +// let getMinimumClearBarSpacing (barSize: BarSize) = ClearSpace barSize.diameter + +// /// Calculates clear spacing between two straight bars by comparing the pythagorean +// /// distance between their respective cross-section centroids in 3D space. +// let clearSpaceBetweenBars (bar1: StraightBar) (bar2: StraightBar) = +// let p1 = bar1.Geometry.StartPoint +// let p2 = bar2.Geometry.StartPoint +// let halfΦ1 = (bar1.BarSize.diameter / 2.0) |> UnitAnnotation.stripUnitsFromFloat +// let halfΦ2 = (bar2.BarSize.diameter / 2.0) |> UnitAnnotation.stripUnitsFromFloat +// (distanceBetweenPoints p1 p2) - (halfΦ1 + halfΦ2) +// |> AddUnitsToFloat + +// // Union type helper methods. +// let internal unwrapBarSpacing (BarSpacing sp) = sp +// let internal unwrapClearSpace (ClearSpace sp) = sp \ No newline at end of file diff --git a/src/concrete/DomainError.fs b/src/concrete/DomainError.fs new file mode 100644 index 0000000..73ca1fe --- /dev/null +++ b/src/concrete/DomainError.fs @@ -0,0 +1,9 @@ +// SPDX-License-Identifier: AGPL-3.0-or-later +// Gazelle: a fast, cross-platform engine for structural analysis & design. +// Copyright (C) 2024 James S. Bayley + +namespace Gazelle.Concrete + +type ConcreteError = InvalidAge of message: string + +type ReinforcedConcreteError = ConcreteError of ConcreteError \ No newline at end of file diff --git a/src/concrete/Durability.fs b/src/concrete/Durability.fs new file mode 100644 index 0000000..dc60709 --- /dev/null +++ b/src/concrete/Durability.fs @@ -0,0 +1,15 @@ +// SPDX-License-Identifier: AGPL-3.0-or-later +// Gazelle: a fast, cross-platform engine for structural analysis & design. +// Copyright (C) 2024 James S. Bayley + +namespace Gazelle.Concrete + +//module Durability = + +// /// Concrete protective cover, measured from the outside face +// /// of the concrete to the outermost rebar surface. +// type Cover = Cover of float + +// type ConcreteCover = +// | RectangularSectionCover of Top:Cover * Left:Cover * Right:Cover * Bottom:Cover * End:Cover +// | CircularSectionCover of Perimeter:Cover * End:CoverearSpace sp) = sp \ No newline at end of file diff --git a/src/concrete/Geometry.fs b/src/concrete/Geometry.fs new file mode 100644 index 0000000..ba92a64 --- /dev/null +++ b/src/concrete/Geometry.fs @@ -0,0 +1,319 @@ +// SPDX-License-Identifier: AGPL-3.0-or-later +// Gazelle: a fast, cross-platform engine for structural analysis & design. +// Copyright (C) 2024 James S. Bayley + +namespace Gazelle.Structures + +open System +open Gazelle.Units + +/// Orthogonal geometric cross-sectional axes. +type Axis = + | X + | Y + +/// Orthogonal axes about which rotation occurs. +type RotationalAxis = + | XX + | YY + +// Basic geometric properties. +type Length<[] 'T> = Length of float<'T> +type Width<[] 'T> = Width of float<'T> +type Depth<[] 'T> = Depth of float<'T> +type Diameter<[] 'T> = Diameter of float<'T> +type Perimeter<[] 'T> = Perimeter of float<'T> +type CrossSectionDiameter<[] 'T> = CrossSectionDiameter of float<'T> +type CrossSectionalArea<[] 'T> = CrossSectionalArea of float<'T^2> +type SurfaceArea<[] 'T> = SurfaceArea of float<'T^2> +type Volume<[] 'T> = Volume of float<'T^3> +type SecondMomentOfArea<[] 'T> = SecondMomentOfArea of float<'T^4> + +// Inner/outer specific dimensions. +type InnerWidth<[] 'T> = InnerWidth of float<'T> +type OuterWidth<[] 'T> = OuterWidth of float<'T> +type InnerDepth<[] 'T> = InnerDepth of float<'T> +type OuterDepth<[] 'T> = OuterDepth of float<'T> +type InnerDiameter<[] 'T> = InnerDiameter of float<'T> +type OuterDiameter<[] 'T> = OuterDiameter of float<'T> + +/// Defines whether 3D shape end-faces are to be included in surface area calculations. +type EndFacesFlag = + | IncludeEndFaces + | ExcludeEndFaces + +/// 2D coordinate set. +type Point2D<[] 'T> = { X: float<'T>; Y: float<'T> } + +/// 3D coordinate set. +type Point3D<[] 'T> = + { X: float<'T> + Y: float<'T> + Z: float<'T> } + +/// Cuboidal geometry with centrepoints defined at either end. +type Cuboid<[] 'T> = + { StartPoint: Point3D<'T> + EndPoint: Point3D<'T> + Width: Width<'T> + Depth: Depth<'T> + Length: Length<'T> } + +/// Cylindrical geometry with centrepoints defined at either end. +type Cylinder<[] 'T> = + { StartPoint: Point3D<'T> + EndPoint: Point3D<'T> + Diameter: Diameter<'T> + Length: Length<'T> } + +/// Hoop geometry moulded into a rectangular shape with a circular cross-section. +type RectangularHoop<[] 'T> = + { Centroid: Point3D<'T> + Width: Width<'T> + Depth: Depth<'T> + LegDiameter: CrossSectionDiameter<'T> + InnerWidth: InnerWidth<'T> + InnerDepth: InnerDepth<'T> + OuterWidth: OuterWidth<'T> + OuterDepth: OuterDepth<'T> } + +/// Hoop geometry moulded into a circular shape with a circular cross-section. +type CircularHoop<[] 'T> = + { Centroid: Point3D<'T> + Diameter: Diameter<'T> + LegDiameter: CrossSectionDiameter<'T> + InnerDiameter: InnerDiameter<'T> + OuterDiameter: OuterDiameter<'T> } + +/// Unified type for all 3D solid geometries. +type Solid3D<[] 'T> = + | Cuboid of Cuboid<'T> + | Cylinder of Cylinder<'T> + +/// Unified type for all 3D hoop geometries. +type Hoop3D<[] 'T> = + | RectangularHoop of RectangularHoop<'T> + | CircularHoop of CircularHoop<'T> + +/// Unified type for all 3D geometries. +type Shape3D<[] 'T> = + | Solid3D of Solid3D<'T> + | Hoop3D of Hoop3D<'T> + + +/// Collection of modules/functions to calculate geometric properties for various shapes. +[] +module Geometry = + + /// Collection of utility functions to create various geometrical shapes. + module Create = + + /// Creates a validated Cuboid instance. + /// + let cuboid (xyCentroid: Point2D<'T>) width depth length = + match width, depth, length with + | width, _, _ when width <= 0.0<_> -> invalidArg $"{nameof (width)}" "Width <= 0." + | _, depth, _ when depth <= 0.0<_> -> invalidArg $"{nameof (depth)}" "Depth <= 0." + | _, _, length when length <= 0.0<_> -> invalidArg $"{nameof (length)}" "Length <= 0." + | _ -> + { StartPoint = + { X = xyCentroid.X + Y = xyCentroid.Y + Z = 0.0<_> } + EndPoint = + { X = xyCentroid.X + Y = xyCentroid.Y + Z = 0.0<_> } + Width = Width width + Depth = Depth depth + Length = Length length } + + /// Creates a validated Cylinder instance. + /// + let cylinder (xyCentroid: Point2D<'T>) (diameter: float<'T>) (length: float<'T>) = + match diameter, length with + | diameter, _ when diameter <= 0.0<_> -> invalidArg $"{nameof (diameter)}" "Diameter <= 0." + | _, length when length <= 0.0<_> -> invalidArg $"{nameof (length)}" "Length <= 0." + | _ -> + { StartPoint = + { X = xyCentroid.X + Y = xyCentroid.Y + Z = 0.0<_> } + EndPoint = + { X = xyCentroid.X + Y = xyCentroid.Y + Z = 0.0<_> } + Diameter = Diameter diameter + Length = Length length } + + + /// Creates a validated RectangularHoop instance. + /// + let rectangularHoop (centroid: Point3D<'T>) width depth legDiameter = + match width, depth, legDiameter with + | width, _, _ when width <= 0.0<_> -> invalidArg $"{nameof (width)}" "Width <= 0." + | _, depth, _ when depth <= 0.0<_> -> invalidArg $"{nameof (depth)}" "Depth <= 0." + | _, _, legDiameter when legDiameter <= 0.0<_> -> invalidArg $"{nameof (legDiameter)}" "Leg Diameter <= 0." + | _ -> + { Centroid = centroid + Width = Width width + Depth = Depth depth + LegDiameter = CrossSectionDiameter legDiameter + InnerWidth = InnerWidth(width - legDiameter) + InnerDepth = InnerDepth(depth - legDiameter) + OuterWidth = OuterWidth(width + legDiameter) + OuterDepth = OuterDepth(depth + legDiameter) } + + /// Creates a validated CircularHoop instance. + /// + let circularHoop (centroid: Point3D<'T>) diameter legDiameter = + match diameter, legDiameter with + | diameter, _ when diameter <= 0.0<_> -> invalidArg $"{nameof (diameter)}" "Diameter <= 0." + | _, legDiameter when legDiameter <= 0.0<_> -> invalidArg $"{nameof (legDiameter)}" "Leg Diameter <= 0." + | _ -> + { Centroid = centroid + Diameter = Diameter diameter + LegDiameter = CrossSectionDiameter legDiameter + InnerDiameter = InnerDiameter(diameter - legDiameter) + OuterDiameter = OuterDiameter(diameter + legDiameter) } + + + /// Collection of utility functions to query geometric properties of shapes. + [] + module Query = + + /// Unified type for all 3D solid geometries. + [] + [] + module Solid3D = + + /// Returns the start coordinate of a given 3D solid geometry. + let getStartPoint (s: Solid3D<'T>) = + match s with + | Cuboid c -> c.StartPoint + | Cylinder c -> c.StartPoint + + /// Returns the end coordinate of a given 3D solid geometry. + let getEndPoint (s: Solid3D<'T>) = + match s with + | Cuboid c -> c.EndPoint + | Cylinder c -> c.EndPoint + + /// Returns the length of a given 3D solid geometry. + let getLength (s: Solid3D<'T>) = + match s with + | Cuboid c -> c.Length + | Cylinder c -> c.Length + + /// Returns the cross-sectional perimeter of a given 3D solid geometry. + let getPerimeter (s: Solid3D<'T>) = + match s with + | Cuboid { Width = Width w; Depth = Depth d } -> Perimeter((2.0 * w) + (2.0 * d)) + | Cylinder { Diameter = Diameter d } -> Perimeter(Math.PI * d) + + /// Returns the cross-sectional area of a given 3D solid geometry. + let getCrossSectionalArea (s: Solid3D<'T>) = + match s with + | Cuboid { Width = Width w; Depth = Depth d } -> CrossSectionalArea(w * d) + | Cylinder { Diameter = Diameter d } -> CrossSectionalArea(Math.PI * (Math.pow2 d) / 4.0) + + /// Returns the volume of a given 3D solid geometry. + let getVolume (s: Solid3D<'T>) = + let (CrossSectionalArea a) = getCrossSectionalArea s + let (Length l) = getLength s + + match s with + | _ -> Volume(a * l) + + /// Returns the surface area of a given 3D solid geometry. Optionally include the end faces. + let getSurfaceArea (f: EndFacesFlag) (s: Solid3D<'T>) = + let (Perimeter p) = getPerimeter s + let (Length l) = getLength s + let (CrossSectionalArea a) = getCrossSectionalArea s + + match s with + | _ -> + match f with + | IncludeEndFaces -> SurfaceArea((2.0 * a) + (p * l)) + | ExcludeEndFaces -> SurfaceArea(p * l) + + /// Returns the second moment of area of a given 3D solid geometry about either the XX or YY axes. + let getSecondMomentOfArea (axis: RotationalAxis) (s: Solid3D<'T>) = + match s with + | Cuboid { Width = Width w; Depth = Depth d } -> + match axis with + | XX -> SecondMomentOfArea(w * Math.pow3 d / 12.0) + | YY -> SecondMomentOfArea(d * Math.pow3 w / 12.0) + | Cylinder { Diameter = Diameter d } -> + match axis with + | _ -> SecondMomentOfArea(Math.PI * Math.pow4 d / 64.0) + + /// Unified type for all 3D hoop geometries. + [] + [] + module Hoop3D = + + /// Returns the centroid coordinates of a given hoop geometry. + let getCentroid (h: Hoop3D<'T>) = + match h with + | RectangularHoop rh -> rh.Centroid + | CircularHoop ch -> ch.Centroid + + /// Returns the hoop length. + let getLength (h: Hoop3D<'T>) = + match h with + | RectangularHoop { Width = Width w; Depth = Depth d } -> Length((2.0 * w) + (2.0 * d)) + | CircularHoop { Diameter = Diameter d } -> Length(Math.PI * d) + + /// Returns the cross-sectional area of the hoop leg. + let getCrossSectionalAreaOfLeg (h: Hoop3D<'T>) = + match h with + | RectangularHoop { LegDiameter = CrossSectionDiameter sd } + | CircularHoop { LegDiameter = CrossSectionDiameter sd } -> + CrossSectionalArea(Math.PI * Math.pow2 sd / 4.0) + + /// Returns the hoop volume. + let getVolume (h: Hoop3D<'T>) = + let (Length l) = getLength h + let (CrossSectionalArea a) = getCrossSectionalAreaOfLeg h + + match h with + | _ -> Volume(l * a) + + /// Unified type for all 3D geometries. + [] + [] + module Shape3D = + + /// Returns the 3D shape volume. + let getVolume (shape: Shape3D<'T>) = + match shape with + | Solid3D s -> Solid3D.getVolume s + | Hoop3D h -> Hoop3D.getVolume h + + /// Returns the 3D shape length. + let getLength (shape: Shape3D<'T>) = + match shape with + | Solid3D s -> Solid3D.getLength s + | Hoop3D h -> Hoop3D.getLength h + + /// Collection of convenient utility functions to unwrap single-case union types. + [] + module Unwrap = + + let width (Width w) = w + let depth (Depth d) = d + let diameter (Diameter d) = d + let crossSectionDiameter (CrossSectionDiameter sd) = sd + let length (Length l) = l + let perimeter (Perimeter p) = p + let crossSectionalArea (CrossSectionalArea a) = a + let volume (Volume v) = v + let surfaceArea (SurfaceArea sa) = sa + let secondMomentOfArea (SecondMomentOfArea sm) = sm + let innerWidth (InnerWidth iw) = iw + let innerDepth (InnerDepth id) = id + let innerDiameter (InnerDiameter id) = id + let outerWidth (OuterWidth ow) = ow + let outerDepth (OuterDepth od) = od + let outerDiameter (OuterDiameter od) = od \ No newline at end of file diff --git a/src/concrete/LimitStates.fs b/src/concrete/LimitStates.fs new file mode 100644 index 0000000..414978c --- /dev/null +++ b/src/concrete/LimitStates.fs @@ -0,0 +1,14 @@ +// SPDX-License-Identifier: AGPL-3.0-or-later +// Gazelle: a fast, cross-platform engine for structural analysis & design. +// Copyright (C) 2024 James S. Bayley + +namespace Gazelle.Concrete + +type DesignSituation = + | Persistent + | Transient + | Accidental + +type LimitState = + | ULS of DesignSituation + | SLS \ No newline at end of file diff --git a/src/concrete/RCColumn.fs b/src/concrete/RCColumn.fs new file mode 100644 index 0000000..223f156 --- /dev/null +++ b/src/concrete/RCColumn.fs @@ -0,0 +1,64 @@ +// SPDX-License-Identifier: AGPL-3.0-or-later +// Gazelle: a fast, cross-platform engine for structural analysis & design. +// Copyright (C) 2024 James S. Bayley + +namespace Gazelle.Concrete + +//open System + +//type RebarCageSpec = +// | WallCageSpec of WallCage.Specification +// | ColumnCageSpec of ColumnCage.Specification + +//type RebarCage = +// | WallCage of WallCage.Cage +// | ColumnCage of ColumnCage.Cage + +//type RCSection = +// { Geometry: Solid3D +// Concrete: Concrete +// Cover: ConcreteCover +// RebarCage: RebarCage } + +//[] +//module RCSection = + +// /// Returns a fully configured RC Section with concrete/steel properties and +// /// reinforcement cage. Method leverages complex union types to switch between +// /// different categories of section (e.g. column vs. wall) and to allow +// /// for alternative cross-sectional geometries. +// let create concrete steel sectionGeometry cover (cageSpecification: RebarCageSpec) = +// let cage = +// match cageSpecification with +// | WallCageSpec wallCageSpec -> +// match sectionGeometry, cover with +// | Cuboid (Centreline cl, Width w, Depth d), +// RectangularSectionCover (Cover top, Cover left, Cover right, Cover bottom, Cover ends) -> +// let horizBarSize = wallCageSpec.HorizontalBarSpec.BarSize.diameter +// let cageWidth = w - left - right - horizBarSize +// let cageDepth = d - top - bottom +// let cageLength = (AddUnitsToFloat cl.Length) - (2.0 * ends) +// RectangularCage (Width cageWidth, Depth cageDepth, Length cageLength) +// |> WallCage.create wallCageSpec steel |> WallCage +// | Cylinder _, _ | _, CircularSectionCover _ -> +// invalidArg $"{nameof(sectionGeometry)}" "Walls do not support cylindrical geometries." + +// | ColumnCageSpec columnCageSpec -> +// match sectionGeometry, cover with +// | Cuboid (Centreline cl, Width w, Depth d), +// RectangularSectionCover (Cover top, Cover left, Cover right, Cover bottom, Cover ends) -> +// match columnCageSpec with +// | ColumnCage.RectangularCageSpec rectColCageSpec -> +// let linkSize = rectColCageSpec.Links.LinkSize.diameter +// let cageWidth = w - left - right - linkSize +// let cageDepth = d - top - bottom - linkSize +// let cageLength = (AddUnitsToFloat cl.Length) - (2.0 * ends) +// RectangularCage (Width cageWidth, Depth cageDepth, Length cageLength) +// |> ColumnCage.create columnCageSpec steel |> ColumnCage +// | Cylinder _, _ | _, CircularSectionCover _ -> +// raise (NotImplementedException "Circular geometries not yet supported.") + +// { Geometry = sectionGeometry +// Concrete = concrete +// Cover = cover +// RebarCage = cage } \ No newline at end of file diff --git a/src/concrete/RCPier.fs b/src/concrete/RCPier.fs new file mode 100644 index 0000000..67e7ecd --- /dev/null +++ b/src/concrete/RCPier.fs @@ -0,0 +1,16 @@ +// SPDX-License-Identifier: AGPL-3.0-or-later +// Gazelle: a fast, cross-platform engine for structural analysis & design. +// Copyright (C) 2024 James S. Bayley + +namespace Gazelle.Concrete + +//[] +//module RCPier = + +// type RCPier = +// { Section: RCSection +// PierDefinition: Pier } + +// let create pierDef rcSection = +// { Section = rcSection +// PierDefinition = pierDef } \ No newline at end of file diff --git a/src/concrete/Rebar.fs b/src/concrete/Rebar.fs new file mode 100644 index 0000000..d1c5b3e --- /dev/null +++ b/src/concrete/Rebar.fs @@ -0,0 +1,101 @@ +namespace Gazelle.Concrete + +open Gazelle.Units +open FSharp.Data.UnitSystems.SI.UnitSymbols + +type UKSteelGrade = + | B400 + | B500 + | B600 + | C400 + | C500 + | C600 + +type SteelGrade = UKSteelGrade of UKSteelGrade + +type UKBarSize = + | H6 + | H8 + | H10 + | H12 + | H16 + | H20 + | H25 + | H32 + | H40 + | H50 + +type BarSize = UKBarSize of UKBarSize + +type StraightBar = + { SteelGrade: SteelGrade + BarSize: BarSize + Geometry: Cylinder } + +type RectangularLink = + { SteelGrade: SteelGrade + BarSize: BarSize + Geometry: RectangularHoop } + +[] +module Rebar = + + let getDiameter (b: BarSize) = + match b with + | UKBarSize size -> + match size with + | H6 -> 6.0 + | H8 -> 8.0 + | H10 -> 10.0 + | H12 -> 12.0 + | H16 -> 16.0 + | H20 -> 20.0 + | H25 -> 25.0 + | H32 -> 32.0 + | H40 -> 40.0 + | H50 -> 50.0 + + [] + module Steel = + + let getYieldStrength (s: SteelGrade) = + match s with + | UKSteelGrade grade -> + match grade with + | B400 -> 400.0 + | B500 -> 500.0 + | B600 -> 600.0 + | C400 -> 400.0 + | C500 -> 500.0 + | C600 -> 600.0 + + let getDensity (s: SteelGrade) = + match s with + | UKSteelGrade _ -> Density 7850.0 + + let getElasticModulus (s: SteelGrade) = + match s with + | UKSteelGrade _ -> 200_000.0 + + [] + module StraightBar = + + let tryCreate (s: SteelGrade) (b: BarSize) (centroid: Point2D) (l: Length) : StraightBar = + let (Length length) = l + let diameter = getDiameter b + + { SteelGrade = s + BarSize = b + Geometry = Geometry.Create.cylinder centroid diameter length } + + [] + module RectangularLink = + + let tryCreate (s: SteelGrade) (b: BarSize) (centroid: Point3D) (w: Width) (d: Depth) = + let (Width width) = w + let (Depth depth) = d + let legDiameter = getDiameter b + + { SteelGrade = s + BarSize = b + Geometry = Geometry.Create.rectangularHoop centroid width depth legDiameter } \ No newline at end of file diff --git a/src/units/Annotation.fs b/src/units/Annotation.fs new file mode 100644 index 0000000..f0326ab --- /dev/null +++ b/src/units/Annotation.fs @@ -0,0 +1,47 @@ +// SPDX-License-Identifier: AGPL-3.0-or-later +// Gazelle: a fast, cross-platform engine for structural analysis & design. +// Copyright (C) 2024 James S. Bayley + +namespace Gazelle.Units + +/// +/// Remove unit-of-measure type annotations from various types. +/// +[] +module RemoveUnits = + + /// + /// Remove unit-of-measure type annotation from 32-bit integer. + /// + /// Annotated 32-bit integer. + /// Value without unit-of-measure. + let fromInt32 (value: int<'T>) : int = int value + + /// + /// Remove unit-of-measure type annotation from float. + /// + /// Annotated float. + /// Value without unit-of-measure. + let fromFloat (value: float<'T>) : float = float value + +/// +/// Add unit-of-measure type annotations to various types. +/// +[] +module AddUnits = + + /// + /// Add unit-of-measure type annotation to 32-bit integer. + /// + /// Primitive 32-bit integer. + /// Value annotated with unit-of-measure. + let toInt32 (value: int) : int<'T> = + LanguagePrimitives.Int32WithMeasure value + + /// + /// Add unit-of-measure type annotation to float. + /// + /// Primitive float. + /// Value annotated with unit-of-measure. + let toFloat (value: float) : float<'T> = + LanguagePrimitives.FloatWithMeasure value \ No newline at end of file diff --git a/src/units/Conversion.fs b/src/units/Conversion.fs new file mode 100644 index 0000000..0e7ceaf --- /dev/null +++ b/src/units/Conversion.fs @@ -0,0 +1,41 @@ +// SPDX-License-Identifier: AGPL-3.0-or-later +// Gazelle: a fast, cross-platform engine for structural analysis & design. +// Copyright (C) 2024 James S. Bayley + +namespace Gazelle.Units + +open FSharp.Data.UnitSystems.SI.UnitSymbols + +/// +/// Functions to convert unit-of-measure type annotations. +/// +[] +module Convert = + + /// + /// Converts millimetres to metres. + /// + /// Value in millimetres. + /// Value in metres. + let millimetresToMetres (n: float) : float = n / 1000.0 + + /// + /// Converts metres to millimetres. + /// + /// Value in metres. + /// Value in millimetres. + let metresToMillimetres (n: float) : float = n * 1000.0 + + /// + /// Converts Newtons to Kilonewtons. + /// + /// Value in Newtons. + /// Value in Kilonewtons. + let newtonsToKilonewtons (x: float) : float = x / 1000.0 + + /// + /// Converts Kilonewtons to Newtons. + /// + /// Value in Kilonewtons. + /// Value in Newtons. + let kilonewtonsToNewtons (x: float) : float = x * 1000.0 diff --git a/src/units/Math.fs b/src/units/Math.fs new file mode 100644 index 0000000..45770b3 --- /dev/null +++ b/src/units/Math.fs @@ -0,0 +1,33 @@ +// SPDX-License-Identifier: AGPL-3.0-or-later +// Gazelle: a fast, cross-platform engine for structural analysis & design. +// Copyright (C) 2024 James S. Bayley + +namespace Gazelle.Units + +/// +/// Collection of mathematical modules that operate on +/// values with unit-of-measure type annotations. +/// +[] +module Math = + + /// + /// Unit safe exponentiation function raised to the power of 2. + /// + /// Original value. + /// Value raised to the power of 2. + let pow2 (n: float<'T>) : float<'T^2> = n * n + + /// + /// Unit safe exponentiation function raised to the power of 3. + /// + /// Original value. + /// Value raised to the power of 3. + let pow3 (n: float<'T>) : float<'T^3> = n * n * n + + /// + /// Unit safe exponentiation function raised to the power of 4. + /// + /// Original value. + /// Value raised to the power of 4. + let pow4 (n: float<'T>) : float<'T^4> = n * n * n * n \ No newline at end of file diff --git a/src/units/Units.fs b/src/units/Units.fs new file mode 100644 index 0000000..4b8341a --- /dev/null +++ b/src/units/Units.fs @@ -0,0 +1,58 @@ +// SPDX-License-Identifier: AGPL-3.0-or-later +// Gazelle: a fast, cross-platform engine for structural analysis & design. +// Copyright (C) 2024 James S. Bayley + +namespace Gazelle.Units + +open FSharp.Data.UnitSystems.SI.UnitSymbols + +/// +/// Time in days. +/// +[] +type days + +/// +/// Length in millimetres. +/// +[] +type mm + +/// +/// Force in Kilonewtons. +/// +[] +type kN + +/// +/// Moment or Torque in Kilonewton-Metres. +/// +[] +type kNm = kN * m + +/// +/// Number of layers. +/// +[] +type layers + +/// +/// Number of bars. +/// +[] +type bars + +/// +/// Unit of density. +/// +type Density<[] 'TMass, [] 'TLength> = Density of float<'TMass / 'TLength^3> + +/// +/// Unit of mechanical stress. +/// +type Stress<[] 'TForce, [] 'TLength> = Stress of float<'TForce / 'TLength^2> + +/// +/// Unit of mechanical pressure. +/// +type Pressure<[] 'TForce, [] 'TLength> = Stress<'TForce, 'TLength> \ No newline at end of file From 4bd29a6ae545c389731401929318d8aeab4d29f4 Mon Sep 17 00:00:00 2001 From: James Bayley <36523314+jamesbayley@users.noreply.github.com> Date: Tue, 16 Apr 2024 14:11:44 +0000 Subject: [PATCH 26/33] Configure 'tests' project --- tests/Gazelle.Tests.fsproj | 16 +- tests/Geometry.Tests.fs | 490 +++++++++++++++++++++++++++++++++++++ tests/Tests.fs | 8 - 3 files changed, 499 insertions(+), 15 deletions(-) create mode 100644 tests/Geometry.Tests.fs delete mode 100644 tests/Tests.fs diff --git a/tests/Gazelle.Tests.fsproj b/tests/Gazelle.Tests.fsproj index 6edcbbb..fd94ee8 100644 --- a/tests/Gazelle.Tests.fsproj +++ b/tests/Gazelle.Tests.fsproj @@ -1,18 +1,15 @@ + James S. Bayley + GazelleKit net8.0 - - false + https://github.com/gazellekit/gazelle false true + false - - - - - @@ -26,4 +23,9 @@ + + + + + diff --git a/tests/Geometry.Tests.fs b/tests/Geometry.Tests.fs new file mode 100644 index 0000000..7f49d21 --- /dev/null +++ b/tests/Geometry.Tests.fs @@ -0,0 +1,490 @@ +namespace Gazelle.Geometry.Tests + +open System +open Xunit + +module GeometryTests = + + [] + let ``Mock Test`` () = + Assert.True(true) + +// module CuboidTests = + +// [] +// let ``Cuboid with width and depth of 200mm and length greater than 0mm has perimeter of 800mm`` () = +// let c = +// Geometry.Create.cuboid { X = 0.0; Y = 0.0 } 200.0 200.0 1000.0 + +// let expected = 800.0 + +// let actual = +// Geometry.Query.Solid3D.getPerimeter (Cuboid c) |> Geometry.Unwrap.perimeter + +// Assert.Equal(expected, actual) + +// [] +// let ``Cuboid with width and depth of 200mm and length greater than 0mm has area of 40_000mm^2`` () = +// let c = +// Geometry.Create.cuboid { X = 0.0; Y = 0.0 } 200.0 200.0 1000.0 + +// let expected = 40_000.0 + +// let actual = +// Geometry.Query.Solid3D.getCrossSectionalArea (Cuboid c) +// |> Geometry.Unwrap.crossSectionalArea + +// Assert.Equal(expected, actual) + +// [] +// let ``Cuboid with width and depth of 200mm and length of 1000mm has volume of 40_000_000mm^3`` () = +// let c = +// Geometry.Create.cuboid { X = 0.0; Y = 0.0 } 200.0 200.0 1000.0 + +// let expected = 40_000_000.0 +// let actual = Geometry.Query.Solid3D.getVolume (Cuboid c) |> Geometry.Unwrap.volume +// Assert.Equal(expected, actual) + +// [] +// let ``Cuboid with width and depth of 200mm and length of 1000mm has 2nd-moment about XX of 133_333_333.3mm^4`` +// () +// = +// let c = +// Geometry.Create.cuboid { X = 0.0; Y = 0.0 } 200.0 200.0 1000.0 + +// let expected = 133_333_333.3 + +// let actual = +// Geometry.Query.Solid3D.getSecondMomentOfArea XX (Cuboid c) +// |> Geometry.Unwrap.secondMomentOfArea +// |> Units.Annotate.stripUnitsFromFloat + +// Assert.Equal(expected, actual, 1) + +// [] +// let ``Cuboid with width and depth of 200mm and length of 1000mm has 2nd-moment about YY of 133_333_333.3mm^4`` +// () +// = +// let c = +// Geometry.Create.cuboid { X = 0.0; Y = 0.0 } 200.0 200.0 1000.0 + +// let expected = 133_333_333.3 + +// let actual = +// Geometry.Query.Solid3D.getSecondMomentOfArea YY (Cuboid c) +// |> Geometry.Unwrap.secondMomentOfArea +// |> Units.Annotate.stripUnitsFromFloat + +// Assert.Equal(expected, actual, 1) + +// [] +// let ``Cuboid with width and depth of 200mm and length of 1000mm has surface area (excl. ends) of 800_000mm^2`` +// () +// = +// let c = +// Geometry.Create.cuboid { X = 0.0; Y = 0.0 } 200.0 200.0 1000.0 + +// let expected = 800_000.0 + +// let actual = +// Geometry.Query.Solid3D.getSurfaceArea ExcludeEndFaces (Cuboid c) +// |> Geometry.Unwrap.surfaceArea + +// Assert.Equal(expected, actual) + +// [] +// let ``Cuboid with width and depth of 200mm and length of 1000mm has surface area (incl. ends) of 880_000mm^2`` +// () +// = +// let c = +// Geometry.Create.cuboid { X = 0.0; Y = 0.0 } 200.0 200.0 1000.0 + +// let expected = 880_000.0 + +// let actual = +// Geometry.Query.Solid3D.getSurfaceArea IncludeEndFaces (Cuboid c) +// |> Geometry.Unwrap.surfaceArea + +// Assert.Equal(expected, actual) + +// [] +// let ``Cuboid with width less than 0mm is invalid`` () = +// Assert.Throws(fun () -> +// Geometry.Create.cuboid { X = 0.0; Y = 0.0 } -200.0 200.0 1000.0 +// |> ignore) + +// [] +// let ``Cuboid with width equal to 0mm is invalid`` () = +// Assert.Throws(fun () -> +// Geometry.Create.cuboid { X = 0.0; Y = 0.0 } 0.0 200.0 1000.0 +// |> ignore) + +// [] +// let ``Cuboid with depth less than 0mm is invalid`` () = +// Assert.Throws(fun () -> +// Geometry.Create.cuboid { X = 0.0; Y = 0.0 } 200.0 -200.0 1000.0 +// |> ignore) + +// [] +// let ``Cuboid with depth equal to 0mm is invalid`` () = +// Assert.Throws(fun () -> +// Geometry.Create.cuboid { X = 0.0; Y = 0.0 } 200.0 0.0 1000.0 +// |> ignore) + +// [] +// let ``Cuboid with length less than 0mm is invalid`` () = +// Assert.Throws(fun () -> +// Geometry.Create.cuboid { X = 0.0; Y = 0.0 } 200.0 200.0 -1000.0 +// |> ignore) + +// [] +// let ``Cuboid with length equal to 0mm is invalid`` () = +// Assert.Throws(fun () -> +// Geometry.Create.cuboid { X = 0.0; Y = 0.0 } 200.0 200.0 0.0 +// |> ignore) + +// module CylinderTests = + +// [] +// let ``Cylinder with diameter of 200mm and length greater than 0mm has perimeter of 200π mm`` () = +// let c = Geometry.Create.cylinder { X = 0.0; Y = 0.0 } 200.0 1000.0 +// let expected = 200.0 * Math.PI + +// let actual = +// Geometry.Query.Solid3D.getPerimeter (Cylinder c) |> Geometry.Unwrap.perimeter + +// Assert.Equal(expected, actual) + +// [] +// let ``Cylinder with diameter of 200mm and length greater than 0mm has area of 10_000π mm^2`` () = +// let c = Geometry.Create.cylinder { X = 0.0; Y = 0.0 } 200.0 1000.0 +// let expected = 10_000.0 * Math.PI + +// let actual = +// Geometry.Query.Solid3D.getCrossSectionalArea (Cylinder c) +// |> Geometry.Unwrap.crossSectionalArea + +// Assert.Equal(expected, actual) + +// [] +// let ``Cylinder with diameter of 200mm and length of 1000mm has volume of 31_415_926.5 mm^3`` () = +// let c = Geometry.Create.cylinder { X = 0.0; Y = 0.0 } 200.0 1000.0 +// let expected = 31_415_926.5 + +// let actual = +// Geometry.Query.Solid3D.getVolume (Cylinder c) +// |> Geometry.Unwrap.volume +// |> Units.Annotate.stripUnitsFromFloat + +// Assert.Equal(expected, actual, 1) + +// [] +// let ``Cylinder with diameter of 200mm and length of 1000mm has 2nd-moment about XX of 78_539_816.3 mm^4`` () = +// let c = Geometry.Create.cylinder { X = 0.0; Y = 0.0 } 200.0 1000.0 +// let expected = 78_539_816.3 + +// let actual = +// Geometry.Query.Solid3D.getSecondMomentOfArea XX (Cylinder c) +// |> Geometry.Unwrap.secondMomentOfArea +// |> Units.Annotate.stripUnitsFromFloat + +// Assert.Equal(expected, actual, 1) + +// [] +// let ``Cylinder with diameter of 200mm and length of 1000mm has 2nd-moment about YY of 78_539_816.3 mm^4`` () = +// let c = Geometry.Create.cylinder { X = 0.0; Y = 0.0 } 200.0 1000.0 +// let expected = 78_539_816.3 + +// let actual = +// Geometry.Query.Solid3D.getSecondMomentOfArea YY (Cylinder c) +// |> Geometry.Unwrap.secondMomentOfArea +// |> Units.Annotate.stripUnitsFromFloat + +// Assert.Equal(expected, actual, 1) + +// [] +// let ``Cylinder with diameter of 200mm and length of 1000mm has surface area (excl. ends) of 628_318.5 mm^2`` +// () +// = +// let c = Geometry.Create.cylinder { X = 0.0; Y = 0.0 } 200.0 1000.0 +// let expected = 628_318.5 + +// let actual = +// Geometry.Query.Solid3D.getSurfaceArea ExcludeEndFaces (Cylinder c) +// |> Geometry.Unwrap.surfaceArea +// |> Units.Annotate.stripUnitsFromFloat + +// Assert.Equal(expected, actual, 1) + +// [] +// let ``Cylinder with diameter of 200mm and length of 1000mm has surface area (incl. ends) of 691_150.4 mm^2`` +// () +// = +// let c = Geometry.Create.cylinder { X = 0.0; Y = 0.0 } 200.0 1000.0 +// let expected = 691_150.4 + +// let actual = +// Geometry.Query.Solid3D.getSurfaceArea IncludeEndFaces (Cylinder c) +// |> Geometry.Unwrap.surfaceArea +// |> Units.Annotate.stripUnitsFromFloat + +// Assert.Equal(expected, actual, 1) + +// [] +// let ``Cylinder with diameter less than 0mm is invalid`` () = +// Assert.Throws(fun () -> +// Geometry.Create.cylinder { X = 0.0; Y = 0.0 } -200.0 1000.0 +// |> ignore) + +// [] +// let ``Cylinder with diameter equal to 0mm is invalid`` () = +// Assert.Throws(fun () -> +// Geometry.Create.cylinder { X = 0.0; Y = 0.0 } 0.0 1000.0 +// |> ignore) + +// [] +// let ``Cylinder with length less than 0mm is invalid`` () = +// Assert.Throws(fun () -> +// Geometry.Create.cylinder { X = 0.0; Y = 0.0 } 200.0 -1000.0 +// |> ignore) + +// [] +// let ``Cylinder with length equal to 0mm is invalid`` () = +// Assert.Throws(fun () -> +// Geometry.Create.cylinder { X = 0.0; Y = 0.0 } 200.0 0.0 +// |> ignore) + +// module RectangularHoopTests = + +// [] +// let ``Rectangular Hoop with width and depth of 200mm has length of 800mm`` () = +// let rh = +// Geometry.Create.rectangularHoop +// { X = 0.0 +// Y = 0.0 +// Z = 0.0 } +// 200.0 +// 200.0 +// 10.0 + +// let expected = 800.0 + +// let actual = +// Geometry.Query.Hoop3D.getLength (RectangularHoop rh) |> Geometry.Unwrap.length + +// Assert.Equal(expected, actual) + +// [] +// let ``Rectangular Hoop with leg diameter of 10mm has sectional area of 78.5mm^2`` () = +// let rh = +// Geometry.Create.rectangularHoop +// { X = 0.0 +// Y = 0.0 +// Z = 0.0 } +// 200.0 +// 200.0 +// 10.0 + +// let expected = 78.5 + +// let actual = +// Geometry.Query.Hoop3D.getCrossSectionalAreaOfLeg (RectangularHoop rh) +// |> Geometry.Unwrap.crossSectionalArea +// |> Units.Annotate.stripUnitsFromFloat + +// Assert.Equal(expected, actual, 1) + +// [] +// let ``Rectangular Hoop with width and depth of 200mm and leg diameter of 10mm has volume 62832mm^3`` () = +// let rh = +// Geometry.Create.rectangularHoop +// { X = 0.0 +// Y = 0.0 +// Z = 0.0 } +// 200.0 +// 200.0 +// 10.0 + +// let expected = 62831.9 + +// let actual = +// Geometry.Query.Hoop3D.getVolume (RectangularHoop rh) +// |> Geometry.Unwrap.volume +// |> Units.Annotate.stripUnitsFromFloat + +// Assert.Equal(expected, actual, 1) + +// [] +// let ``Rectangular Hoop with width less than 0mm is invalid`` () = +// Assert.Throws(fun () -> +// Geometry.Create.rectangularHoop +// { X = 0.0 +// Y = 0.0 +// Z = 0.0 } +// -200.0 +// 200.0 +// 10.0 +// |> ignore) + +// [] +// let ``Rectangular Hoop with width equal to 0mm is invalid`` () = +// Assert.Throws(fun () -> +// Geometry.Create.rectangularHoop +// { X = 0.0 +// Y = 0.0 +// Z = 0.0 } +// 0.0 +// 200.0 +// 10.0 +// |> ignore) + +// [] +// let ``Rectangular Hoop with depth less than 0mm is invalid`` () = +// Assert.Throws(fun () -> +// Geometry.Create.rectangularHoop +// { X = 0.0 +// Y = 0.0 +// Z = 0.0 } +// 200.0 +// -200.0 +// 10.0 +// |> ignore) + +// [] +// let ``Rectangular Hoop with depth equal to 0mm is invalid`` () = +// Assert.Throws(fun () -> +// Geometry.Create.rectangularHoop +// { X = 0.0 +// Y = 0.0 +// Z = 0.0 } +// 200.0 +// 0.0 +// 10.0 +// |> ignore) + +// [] +// let ``Rectangular Hoop with leg diameter less than 0mm is invalid`` () = +// Assert.Throws(fun () -> +// Geometry.Create.rectangularHoop +// { X = 0.0 +// Y = 0.0 +// Z = 0.0 } +// 200.0 +// 200.0 +// -10.0 +// |> ignore) + +// [] +// let ``Rectangular Hoop with leg diameter equal to 0mm is invalid`` () = +// Assert.Throws(fun () -> +// Geometry.Create.rectangularHoop +// { X = 0.0 +// Y = 0.0 +// Z = 0.0 } +// 200.0 +// 200.0 +// 0.0 +// |> ignore) + +// module CircularHoopTests = + +// [] +// let ``Circular Hoop with diameter of 200mm has length of 628.3mm`` () = +// let ch = +// Geometry.Create.circularHoop +// { X = 0.0 +// Y = 0.0 +// Z = 0.0 } +// 200.0 +// 10.0 + +// let expected = 628.3 + +// let actual = +// Geometry.Query.Hoop3D.getLength (CircularHoop ch) +// |> Geometry.Unwrap.length +// |> Units.Annotate.stripUnitsFromFloat + +// Assert.Equal(expected, actual, 1) + +// [] +// let ``Circular Hoop with leg diameter of 10mm has sectional area of 78.5mm^2`` () = +// let ch = +// Geometry.Create.circularHoop +// { X = 0.0 +// Y = 0.0 +// Z = 0.0 } +// 200.0 +// 10.0 + +// let expected = 78.5 + +// let actual = +// Geometry.Query.Hoop3D.getCrossSectionalAreaOfLeg (CircularHoop ch) +// |> Geometry.Unwrap.crossSectionalArea +// |> Units.Annotate.stripUnitsFromFloat + +// Assert.Equal(expected, actual, 1) + +// [] +// let ``Circular Hoop with diameter of 200mm and leg diameter of 10mm has volume 49348.0mm^3`` () = +// let ch = +// Geometry.Create.circularHoop +// { X = 0.0 +// Y = 0.0 +// Z = 0.0 } +// 200.0 +// 10.0 + +// let expected = 49348.0 + +// let actual = +// Geometry.Query.Hoop3D.getVolume (CircularHoop ch) +// |> Geometry.Unwrap.volume +// |> Units.Annotate.stripUnitsFromFloat + +// Assert.Equal(expected, actual, 1) + +// [] +// let ``Circular Hoop with diameter less than 0mm is invalid`` () = +// Assert.Throws(fun () -> +// Geometry.Create.circularHoop +// { X = 0.0 +// Y = 0.0 +// Z = 0.0 } +// -200.0 +// 10.0 +// |> ignore) + +// [] +// let ``Circular Hoop with diameter equal to 0mm is invalid`` () = +// Assert.Throws(fun () -> +// Geometry.Create.circularHoop +// { X = 0.0 +// Y = 0.0 +// Z = 0.0 } +// 0.0 +// 10.0 +// |> ignore) + +// [] +// let ``Circular Hoop with leg diameter less than 0mm is invalid`` () = +// Assert.Throws(fun () -> +// Geometry.Create.circularHoop +// { X = 0.0 +// Y = 0.0 +// Z = 0.0 } +// 200.0 +// -10.0 +// |> ignore) + +// [] +// let ``Circular Hoop with leg diameter equal to 0mm is invalid`` () = +// Assert.Throws(fun () -> +// Geometry.Create.circularHoop +// { X = 0.0 +// Y = 0.0 +// Z = 0.0 } +// 200.0 +// 0.0 +// |> ignore) \ No newline at end of file diff --git a/tests/Tests.fs b/tests/Tests.fs deleted file mode 100644 index 7d11a64..0000000 --- a/tests/Tests.fs +++ /dev/null @@ -1,8 +0,0 @@ -module Tests - -open System -open Xunit - -[] -let ``My test`` () = - Assert.True(true) From c887d3aa30396bf03aa3c5e8764cd01543d8cb61 Mon Sep 17 00:00:00 2001 From: James Bayley <36523314+jamesbayley@users.noreply.github.com> Date: Tue, 16 Apr 2024 14:14:04 +0000 Subject: [PATCH 27/33] Update `pwsh` tool version --- dotnet-tools.json | 2 +- 1 file changed, 1 insertion(+), 1 deletion(-) diff --git a/dotnet-tools.json b/dotnet-tools.json index c42333d..56449ee 100644 --- a/dotnet-tools.json +++ b/dotnet-tools.json @@ -9,7 +9,7 @@ ] }, "powershell": { - "version": "7.1.4", + "version": "7.4.2", "commands": [ "pwsh" ] From 1d733133dfae6f46293e584ab7fbfb007560bff7 Mon Sep 17 00:00:00 2001 From: James Bayley <36523314+jamesbayley@users.noreply.github.com> Date: Tue, 16 Apr 2024 16:17:08 +0000 Subject: [PATCH 28/33] Update `ci.yml` --- .github/workflows/ci.yml | 3 +++ 1 file changed, 3 insertions(+) diff --git a/.github/workflows/ci.yml b/.github/workflows/ci.yml index adf2f9e..7eed5a6 100644 --- a/.github/workflows/ci.yml +++ b/.github/workflows/ci.yml @@ -30,6 +30,9 @@ jobs: needs: [setup] steps: + - name: Checkout Repository + uses: actions/checkout@v3 + - name: Restore run: dotnet restore From dec3da65d12a8260cab9d022f6dc7b98ff40e54a Mon Sep 17 00:00:00 2001 From: James Bayley <36523314+jamesbayley@users.noreply.github.com> Date: Tue, 16 Apr 2024 16:18:13 +0000 Subject: [PATCH 29/33] Simplify `ci.yml` --- .github/workflows/ci.yml | 13 ++----------- 1 file changed, 2 insertions(+), 11 deletions(-) diff --git a/.github/workflows/ci.yml b/.github/workflows/ci.yml index 7eed5a6..c98b53c 100644 --- a/.github/workflows/ci.yml +++ b/.github/workflows/ci.yml @@ -12,7 +12,7 @@ defaults: jobs: setup: - name: Setup + name: CI runs-on: Ubuntu-Latest steps: @@ -24,18 +24,9 @@ jobs: with: dotnet-version: "8.0.x" - ci: - name: CI - runs-on: Ubuntu-Latest - needs: [setup] - - steps: - - name: Checkout Repository - uses: actions/checkout@v3 - - name: Restore run: dotnet restore - + - name: Format run: dotnet fantomas . --check From f24f9ae4fcb723bfd136df2100f9b3e368cdb0bd Mon Sep 17 00:00:00 2001 From: James Bayley <36523314+jamesbayley@users.noreply.github.com> Date: Tue, 16 Apr 2024 16:20:00 +0000 Subject: [PATCH 30/33] Update `ci.yml` --- .github/workflows/ci.yml | 8 ++++---- 1 file changed, 4 insertions(+), 4 deletions(-) diff --git a/.github/workflows/ci.yml b/.github/workflows/ci.yml index c98b53c..04183ad 100644 --- a/.github/workflows/ci.yml +++ b/.github/workflows/ci.yml @@ -24,11 +24,11 @@ jobs: with: dotnet-version: "8.0.x" - - name: Restore - run: dotnet restore + - name: Restore Project + run: ./Setup.ps1 - - name: Format + - name: Check Code Formatting run: dotnet fantomas . --check - - name: Test + - name: Run Test Suite run: dotnet test From 8c3d0ca317ec6b5e87f4b0fdf923fd72bd10e3dc Mon Sep 17 00:00:00 2001 From: James Bayley <36523314+jamesbayley@users.noreply.github.com> Date: Tue, 16 Apr 2024 16:24:45 +0000 Subject: [PATCH 31/33] Format F# files --- src/Geometry.fs | 14 ++++---- src/concrete/Cages.fs | 4 +-- src/concrete/Concrete.fs | 4 +-- src/concrete/ConcreteSerializer.fs | 4 +-- src/concrete/Creep.fs | 4 +-- src/concrete/DesignCodes.fs | 4 +-- src/concrete/Detailing.fs | 4 +-- src/concrete/DomainError.fs | 4 +-- src/concrete/Durability.fs | 4 +-- src/concrete/Geometry.fs | 4 +-- src/concrete/LimitStates.fs | 4 +-- src/concrete/RCColumn.fs | 4 +-- src/concrete/RCPier.fs | 4 +-- src/concrete/Rebar.fs | 2 +- src/units/Annotation.fs | 54 +++++++++++++++--------------- src/units/Conversion.fs | 50 +++++++++++++-------------- src/units/Math.fs | 4 +-- src/units/Units.fs | 4 +-- tests/Geometry.Tests.fs | 7 ++-- tests/Program.fs | 4 ++- 20 files changed, 94 insertions(+), 93 deletions(-) diff --git a/src/Geometry.fs b/src/Geometry.fs index 9179716..4622b90 100644 --- a/src/Geometry.fs +++ b/src/Geometry.fs @@ -1,4 +1,4 @@ -// SPDX-License-Identifier: AGPL-3.0-or-later +// SPDX-License-Identifier: AGPL-3.0-or-later // Gazelle: a fast, cross-platform engine for structural analysis & design. // Copyright (C) 2024 James S. Bayley @@ -8,15 +8,15 @@ namespace Gazelle.Geometry /// Orthogonal geometric axis. /// type Axis = - | X - | Y + | X + | Y /// /// Orthogonal axis about which rotation occurs. /// type RotationalAxis = - | XX - | YY + | XX + | YY /// /// Length dimension annotated with unit-of-measure. @@ -48,8 +48,8 @@ type Perimeter<[] 'TUnit> = Perimeter of float<'TUnit> /// Union type represents possible area semantics. /// type Area<[] 'TUnit> = - | CrossSectionalArea of float<'TUnit^2> - | SurfaceArea of float<'TUnit^2> + | CrossSectionalArea of float<'TUnit^2> + | SurfaceArea of float<'TUnit^2> /// /// Volume dimension annotated with unit-of-measure. diff --git a/src/concrete/Cages.fs b/src/concrete/Cages.fs index 12813b5..65efee3 100644 --- a/src/concrete/Cages.fs +++ b/src/concrete/Cages.fs @@ -1,4 +1,4 @@ -// SPDX-License-Identifier: AGPL-3.0-or-later +// SPDX-License-Identifier: AGPL-3.0-or-later // Gazelle: a fast, cross-platform engine for structural analysis & design. // Copyright (C) 2024 James S. Bayley @@ -493,4 +493,4 @@ namespace Gazelle.Concrete // { Dimensions = dimensions // HorizontalBars = horizBars // EndZoneBars = ezBars -// CentralZoneBars = czBars } \ No newline at end of file +// CentralZoneBars = czBars } diff --git a/src/concrete/Concrete.fs b/src/concrete/Concrete.fs index 0d4c673..43052ee 100644 --- a/src/concrete/Concrete.fs +++ b/src/concrete/Concrete.fs @@ -1,4 +1,4 @@ -// SPDX-License-Identifier: AGPL-3.0-or-later +// SPDX-License-Identifier: AGPL-3.0-or-later // Gazelle: a fast, cross-platform engine for structural analysis & design. // Copyright (C) 2024 James S. Bayley @@ -319,4 +319,4 @@ module Concrete = let fcm = BasicProperties.Strength.fcm fck let fcm_timeDep = Strength.fcm_t fck cem age let Ecm = BasicProperties.ElasticModulus.Ecm fck agg - ((fcm_timeDep / fcm) ** 0.3) * Ecm \ No newline at end of file + ((fcm_timeDep / fcm) ** 0.3) * Ecm diff --git a/src/concrete/ConcreteSerializer.fs b/src/concrete/ConcreteSerializer.fs index c7dab87..336ca68 100644 --- a/src/concrete/ConcreteSerializer.fs +++ b/src/concrete/ConcreteSerializer.fs @@ -1,4 +1,4 @@ -// SPDX-License-Identifier: AGPL-3.0-or-later +// SPDX-License-Identifier: AGPL-3.0-or-later // Gazelle: a fast, cross-platform engine for structural analysis & design. // Copyright (C) 2024 James S. Bayley @@ -199,4 +199,4 @@ namespace Gazelle.Concrete // { Age = stripUnitsFromInteger (unwrapAge concrete.Age) // Density = stripUnitsFromFloat concrete.Density // MixProperties = MixProperties.serialize concrete.MixProperties -// MechanicalProperties = MechanicalProperties.serialize concrete.MechanicalProperties } \ No newline at end of file +// MechanicalProperties = MechanicalProperties.serialize concrete.MechanicalProperties } diff --git a/src/concrete/Creep.fs b/src/concrete/Creep.fs index 195a4d6..dff7a29 100644 --- a/src/concrete/Creep.fs +++ b/src/concrete/Creep.fs @@ -1,4 +1,4 @@ -// SPDX-License-Identifier: AGPL-3.0-or-later +// SPDX-License-Identifier: AGPL-3.0-or-later // Gazelle: a fast, cross-platform engine for structural analysis & design. // Copyright (C) 2024 James S. Bayley @@ -114,4 +114,4 @@ namespace Gazelle.Structures // let βH = βH rh h0 fcm // let βctt0 = βctt0 loadingAge currentAge βH // let ψRH = ψRH rh h0 fcm -// ψtt0 βctt0 βfcm βt0 ψRH \ No newline at end of file +// ψtt0 βctt0 βfcm βt0 ψRH diff --git a/src/concrete/DesignCodes.fs b/src/concrete/DesignCodes.fs index cc836c0..d3f7098 100644 --- a/src/concrete/DesignCodes.fs +++ b/src/concrete/DesignCodes.fs @@ -1,4 +1,4 @@ -// SPDX-License-Identifier: AGPL-3.0-or-later +// SPDX-License-Identifier: AGPL-3.0-or-later // Gazelle: a fast, cross-platform engine for structural analysis & design. // Copyright (C) 2024 James S. Bayley @@ -8,4 +8,4 @@ namespace Gazelle.Concrete type Eurocode = | UK /// Supported global design codes. -type DesignCode = Eurocode of Eurocode \ No newline at end of file +type DesignCode = Eurocode of Eurocode diff --git a/src/concrete/Detailing.fs b/src/concrete/Detailing.fs index 507b46e..fd5ec35 100644 --- a/src/concrete/Detailing.fs +++ b/src/concrete/Detailing.fs @@ -1,4 +1,4 @@ -// SPDX-License-Identifier: AGPL-3.0-or-later +// SPDX-License-Identifier: AGPL-3.0-or-later // Gazelle: a fast, cross-platform engine for structural analysis & design. // Copyright (C) 2024 James S. Bayley @@ -50,4 +50,4 @@ namespace Gazelle.Structures // // Union type helper methods. // let internal unwrapBarSpacing (BarSpacing sp) = sp -// let internal unwrapClearSpace (ClearSpace sp) = sp \ No newline at end of file +// let internal unwrapClearSpace (ClearSpace sp) = sp diff --git a/src/concrete/DomainError.fs b/src/concrete/DomainError.fs index 73ca1fe..8c0badf 100644 --- a/src/concrete/DomainError.fs +++ b/src/concrete/DomainError.fs @@ -1,4 +1,4 @@ -// SPDX-License-Identifier: AGPL-3.0-or-later +// SPDX-License-Identifier: AGPL-3.0-or-later // Gazelle: a fast, cross-platform engine for structural analysis & design. // Copyright (C) 2024 James S. Bayley @@ -6,4 +6,4 @@ namespace Gazelle.Concrete type ConcreteError = InvalidAge of message: string -type ReinforcedConcreteError = ConcreteError of ConcreteError \ No newline at end of file +type ReinforcedConcreteError = ConcreteError of ConcreteError diff --git a/src/concrete/Durability.fs b/src/concrete/Durability.fs index dc60709..0d4678e 100644 --- a/src/concrete/Durability.fs +++ b/src/concrete/Durability.fs @@ -1,4 +1,4 @@ -// SPDX-License-Identifier: AGPL-3.0-or-later +// SPDX-License-Identifier: AGPL-3.0-or-later // Gazelle: a fast, cross-platform engine for structural analysis & design. // Copyright (C) 2024 James S. Bayley @@ -12,4 +12,4 @@ namespace Gazelle.Concrete // type ConcreteCover = // | RectangularSectionCover of Top:Cover * Left:Cover * Right:Cover * Bottom:Cover * End:Cover -// | CircularSectionCover of Perimeter:Cover * End:CoverearSpace sp) = sp \ No newline at end of file +// | CircularSectionCover of Perimeter:Cover * End:CoverearSpace sp) = sp diff --git a/src/concrete/Geometry.fs b/src/concrete/Geometry.fs index ba92a64..ca471bc 100644 --- a/src/concrete/Geometry.fs +++ b/src/concrete/Geometry.fs @@ -1,4 +1,4 @@ -// SPDX-License-Identifier: AGPL-3.0-or-later +// SPDX-License-Identifier: AGPL-3.0-or-later // Gazelle: a fast, cross-platform engine for structural analysis & design. // Copyright (C) 2024 James S. Bayley @@ -316,4 +316,4 @@ module Geometry = let innerDiameter (InnerDiameter id) = id let outerWidth (OuterWidth ow) = ow let outerDepth (OuterDepth od) = od - let outerDiameter (OuterDiameter od) = od \ No newline at end of file + let outerDiameter (OuterDiameter od) = od diff --git a/src/concrete/LimitStates.fs b/src/concrete/LimitStates.fs index 414978c..9138682 100644 --- a/src/concrete/LimitStates.fs +++ b/src/concrete/LimitStates.fs @@ -1,4 +1,4 @@ -// SPDX-License-Identifier: AGPL-3.0-or-later +// SPDX-License-Identifier: AGPL-3.0-or-later // Gazelle: a fast, cross-platform engine for structural analysis & design. // Copyright (C) 2024 James S. Bayley @@ -11,4 +11,4 @@ type DesignSituation = type LimitState = | ULS of DesignSituation - | SLS \ No newline at end of file + | SLS diff --git a/src/concrete/RCColumn.fs b/src/concrete/RCColumn.fs index 223f156..243afb4 100644 --- a/src/concrete/RCColumn.fs +++ b/src/concrete/RCColumn.fs @@ -1,4 +1,4 @@ -// SPDX-License-Identifier: AGPL-3.0-or-later +// SPDX-License-Identifier: AGPL-3.0-or-later // Gazelle: a fast, cross-platform engine for structural analysis & design. // Copyright (C) 2024 James S. Bayley @@ -61,4 +61,4 @@ namespace Gazelle.Concrete // { Geometry = sectionGeometry // Concrete = concrete // Cover = cover -// RebarCage = cage } \ No newline at end of file +// RebarCage = cage } diff --git a/src/concrete/RCPier.fs b/src/concrete/RCPier.fs index 67e7ecd..5d5e588 100644 --- a/src/concrete/RCPier.fs +++ b/src/concrete/RCPier.fs @@ -1,4 +1,4 @@ -// SPDX-License-Identifier: AGPL-3.0-or-later +// SPDX-License-Identifier: AGPL-3.0-or-later // Gazelle: a fast, cross-platform engine for structural analysis & design. // Copyright (C) 2024 James S. Bayley @@ -13,4 +13,4 @@ namespace Gazelle.Concrete // let create pierDef rcSection = // { Section = rcSection -// PierDefinition = pierDef } \ No newline at end of file +// PierDefinition = pierDef } diff --git a/src/concrete/Rebar.fs b/src/concrete/Rebar.fs index d1c5b3e..042c058 100644 --- a/src/concrete/Rebar.fs +++ b/src/concrete/Rebar.fs @@ -98,4 +98,4 @@ module Rebar = { SteelGrade = s BarSize = b - Geometry = Geometry.Create.rectangularHoop centroid width depth legDiameter } \ No newline at end of file + Geometry = Geometry.Create.rectangularHoop centroid width depth legDiameter } diff --git a/src/units/Annotation.fs b/src/units/Annotation.fs index f0326ab..f2ca505 100644 --- a/src/units/Annotation.fs +++ b/src/units/Annotation.fs @@ -1,4 +1,4 @@ -// SPDX-License-Identifier: AGPL-3.0-or-later +// SPDX-License-Identifier: AGPL-3.0-or-later // Gazelle: a fast, cross-platform engine for structural analysis & design. // Copyright (C) 2024 James S. Bayley @@ -10,19 +10,19 @@ namespace Gazelle.Units [] module RemoveUnits = - /// - /// Remove unit-of-measure type annotation from 32-bit integer. - /// - /// Annotated 32-bit integer. - /// Value without unit-of-measure. - let fromInt32 (value: int<'T>) : int = int value + /// + /// Remove unit-of-measure type annotation from 32-bit integer. + /// + /// Annotated 32-bit integer. + /// Value without unit-of-measure. + let fromInt32 (value: int<'T>) : int = int value - /// - /// Remove unit-of-measure type annotation from float. - /// - /// Annotated float. - /// Value without unit-of-measure. - let fromFloat (value: float<'T>) : float = float value + /// + /// Remove unit-of-measure type annotation from float. + /// + /// Annotated float. + /// Value without unit-of-measure. + let fromFloat (value: float<'T>) : float = float value /// /// Add unit-of-measure type annotations to various types. @@ -30,18 +30,18 @@ module RemoveUnits = [] module AddUnits = - /// - /// Add unit-of-measure type annotation to 32-bit integer. - /// - /// Primitive 32-bit integer. - /// Value annotated with unit-of-measure. - let toInt32 (value: int) : int<'T> = - LanguagePrimitives.Int32WithMeasure value + /// + /// Add unit-of-measure type annotation to 32-bit integer. + /// + /// Primitive 32-bit integer. + /// Value annotated with unit-of-measure. + let toInt32 (value: int) : int<'T> = + LanguagePrimitives.Int32WithMeasure value - /// - /// Add unit-of-measure type annotation to float. - /// - /// Primitive float. - /// Value annotated with unit-of-measure. - let toFloat (value: float) : float<'T> = - LanguagePrimitives.FloatWithMeasure value \ No newline at end of file + /// + /// Add unit-of-measure type annotation to float. + /// + /// Primitive float. + /// Value annotated with unit-of-measure. + let toFloat (value: float) : float<'T> = + LanguagePrimitives.FloatWithMeasure value diff --git a/src/units/Conversion.fs b/src/units/Conversion.fs index 0e7ceaf..27a8786 100644 --- a/src/units/Conversion.fs +++ b/src/units/Conversion.fs @@ -1,4 +1,4 @@ -// SPDX-License-Identifier: AGPL-3.0-or-later +// SPDX-License-Identifier: AGPL-3.0-or-later // Gazelle: a fast, cross-platform engine for structural analysis & design. // Copyright (C) 2024 James S. Bayley @@ -12,30 +12,30 @@ open FSharp.Data.UnitSystems.SI.UnitSymbols [] module Convert = - /// - /// Converts millimetres to metres. - /// - /// Value in millimetres. - /// Value in metres. - let millimetresToMetres (n: float) : float = n / 1000.0 + /// + /// Converts millimetres to metres. + /// + /// Value in millimetres. + /// Value in metres. + let millimetresToMetres (n: float) : float = n / 1000.0 - /// - /// Converts metres to millimetres. - /// - /// Value in metres. - /// Value in millimetres. - let metresToMillimetres (n: float) : float = n * 1000.0 + /// + /// Converts metres to millimetres. + /// + /// Value in metres. + /// Value in millimetres. + let metresToMillimetres (n: float) : float = n * 1000.0 - /// - /// Converts Newtons to Kilonewtons. - /// - /// Value in Newtons. - /// Value in Kilonewtons. - let newtonsToKilonewtons (x: float) : float = x / 1000.0 + /// + /// Converts Newtons to Kilonewtons. + /// + /// Value in Newtons. + /// Value in Kilonewtons. + let newtonsToKilonewtons (x: float) : float = x / 1000.0 - /// - /// Converts Kilonewtons to Newtons. - /// - /// Value in Kilonewtons. - /// Value in Newtons. - let kilonewtonsToNewtons (x: float) : float = x * 1000.0 + /// + /// Converts Kilonewtons to Newtons. + /// + /// Value in Kilonewtons. + /// Value in Newtons. + let kilonewtonsToNewtons (x: float) : float = x * 1000.0 diff --git a/src/units/Math.fs b/src/units/Math.fs index 45770b3..129ad99 100644 --- a/src/units/Math.fs +++ b/src/units/Math.fs @@ -1,4 +1,4 @@ -// SPDX-License-Identifier: AGPL-3.0-or-later +// SPDX-License-Identifier: AGPL-3.0-or-later // Gazelle: a fast, cross-platform engine for structural analysis & design. // Copyright (C) 2024 James S. Bayley @@ -30,4 +30,4 @@ module Math = /// /// Original value. /// Value raised to the power of 4. - let pow4 (n: float<'T>) : float<'T^4> = n * n * n * n \ No newline at end of file + let pow4 (n: float<'T>) : float<'T^4> = n * n * n * n diff --git a/src/units/Units.fs b/src/units/Units.fs index 4b8341a..1a8d205 100644 --- a/src/units/Units.fs +++ b/src/units/Units.fs @@ -1,4 +1,4 @@ -// SPDX-License-Identifier: AGPL-3.0-or-later +// SPDX-License-Identifier: AGPL-3.0-or-later // Gazelle: a fast, cross-platform engine for structural analysis & design. // Copyright (C) 2024 James S. Bayley @@ -55,4 +55,4 @@ type Stress<[] 'TForce, [] 'TLength> = Stress of float<'TForce /// /// Unit of mechanical pressure. /// -type Pressure<[] 'TForce, [] 'TLength> = Stress<'TForce, 'TLength> \ No newline at end of file +type Pressure<[] 'TForce, [] 'TLength> = Stress<'TForce, 'TLength> diff --git a/tests/Geometry.Tests.fs b/tests/Geometry.Tests.fs index 7f49d21..f2baeff 100644 --- a/tests/Geometry.Tests.fs +++ b/tests/Geometry.Tests.fs @@ -5,9 +5,8 @@ open Xunit module GeometryTests = - [] - let ``Mock Test`` () = - Assert.True(true) + [] + let ``Mock Test`` () = Assert.True(true) // module CuboidTests = @@ -487,4 +486,4 @@ module GeometryTests = // Z = 0.0 } // 200.0 // 0.0 -// |> ignore) \ No newline at end of file +// |> ignore) diff --git a/tests/Program.fs b/tests/Program.fs index 0695f84..80c6d84 100644 --- a/tests/Program.fs +++ b/tests/Program.fs @@ -1 +1,3 @@ -module Program = let [] main _ = 0 +module Program = + [] + let main _ = 0 From b4893596da9631d0b01aa5416970767d29f7486a Mon Sep 17 00:00:00 2001 From: James Bayley <36523314+jamesbayley@users.noreply.github.com> Date: Tue, 16 Apr 2024 16:27:17 +0000 Subject: [PATCH 32/33] Delete `Build.ps1` --- Build.ps1 | 19 ------------------- 1 file changed, 19 deletions(-) delete mode 100644 Build.ps1 diff --git a/Build.ps1 b/Build.ps1 deleted file mode 100644 index 38d523b..0000000 --- a/Build.ps1 +++ /dev/null @@ -1,19 +0,0 @@ -Set-Location "$PSScriptRoot/.." - -$Platforms = @( - @{ GOOS = "windows"; GOARCH = "amd64" } - @{ GOOS = "linux"; GOARCH = "amd64" } - @{ GOOS = "darwin"; GOARCH = "amd64" } -) - -$InputFile = "./cmd/gazelle/main.go" - -$Platforms | ForEach-Object { - $Env:GOOS = $_.GOOS - $Env:GOARCH = $_.GOARCH - - $Extension = if ($_.GOOS -eq "windows") { ".exe" } else { "" } - $Executable = "gazelle-$($_.GOOS)-$($_.GOARCH)$Extension" - - go build -o "./build/$Executable" -} From 7270ff22e4bea0dd9c77d1868d258ab6d9defc40 Mon Sep 17 00:00:00 2001 From: James Bayley <36523314+jamesbayley@users.noreply.github.com> Date: Tue, 16 Apr 2024 16:27:43 +0000 Subject: [PATCH 33/33] Update `README.md` --- README.md | 4 ++-- 1 file changed, 2 insertions(+), 2 deletions(-) diff --git a/README.md b/README.md index fd8bbda..a5d2acc 100644 --- a/README.md +++ b/README.md @@ -4,9 +4,9 @@

A fast, cross-platform engine for structural analysis & design.

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