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,
- "Radius of Gyration, i (cm)": 5.79,
- "Elastic Modulus, Wel (cm3)": 92.4,
- "Plastic Modulus, Wpl (cm3)": 121.0,
- "Torsional Constant, IT (cm4)": 1550.0,
- "Torsional Constant, Wt (cm3)": 185.0,
- "Surface Area Per Metre (m2)": 0.529,
- "Surface Area Per Tonne (m2)": 29.1
- },
- "168.3x5.0": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 20.1,
- "Area of Section, A (cm2)": 25.7,
- "Ratio for Local Buckling, d/t": 33.7,
- "Second Moment of Area, I (cm4)": 856.0,
- "Radius of Gyration, i (cm)": 5.78,
- "Elastic Modulus, Wel (cm3)": 102.0,
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- "Torsional Constant, IT (cm4)": 86300.0,
- "Torsional Constant, Wt (cm3)": 3780.0,
- "Surface Area Per Metre (m2)": 1.44,
- "Surface Area Per Tonne (m2)": 10.5
- },
- "457.0x16.0": {
- "Is Non-Standard": true,
- "Mass Per Metre (kg/m)": 174.0,
- "Area of Section, A (cm2)": 222.0,
- "Ratio for Local Buckling, d/t": 28.6,
- "Second Moment of Area, I (cm4)": 54000.0,
- "Radius of Gyration, i (cm)": 15.6,
- "Elastic Modulus, Wel (cm3)": 2360.0,
- "Plastic Modulus, Wpl (cm3)": 3110.0,
- "Torsional Constant, IT (cm4)": 108000.0,
- "Torsional Constant, Wt (cm3)": 4720.0,
- "Surface Area Per Metre (m2)": 1.44,
- "Surface Area Per Tonne (m2)": 8.28
- },
- "508.0x6.0": {
- "Is Non-Standard": true,
- "Mass Per Metre (kg/m)": 74.3,
- "Area of Section, A (cm2)": 94.6,
- "Ratio for Local Buckling, d/t": 84.7,
- "Second Moment of Area, I (cm4)": 29800.0,
- "Radius of Gyration, i (cm)": 17.7,
- "Elastic Modulus, Wel (cm3)": 1170.0,
- "Plastic Modulus, Wpl (cm3)": 1510.0,
- "Torsional Constant, IT (cm4)": 59600.0,
- "Torsional Constant, Wt (cm3)": 2350.0,
- "Surface Area Per Metre (m2)": 1.6,
- "Surface Area Per Tonne (m2)": 21.5
- },
- "508.0x6.3": {
- "Is Non-Standard": true,
- "Mass Per Metre (kg/m)": 77.9,
- "Area of Section, A (cm2)": 99.3,
- "Ratio for Local Buckling, d/t": 80.6,
- "Second Moment of Area, I (cm4)": 31200.0,
- "Radius of Gyration, i (cm)": 17.7,
- "Elastic Modulus, Wel (cm3)": 1230.0,
- "Plastic Modulus, Wpl (cm3)": 1590.0,
- "Torsional Constant, IT (cm4)": 62500.0,
- "Torsional Constant, Wt (cm3)": 2460.0,
- "Surface Area Per Metre (m2)": 1.6,
- "Surface Area Per Tonne (m2)": 20.5
- },
- "508.0x8.0": {
- "Is Non-Standard": true,
- "Mass Per Metre (kg/m)": 98.6,
- "Area of Section, A (cm2)": 126.0,
- "Ratio for Local Buckling, d/t": 63.5,
- "Second Moment of Area, I (cm4)": 39300.0,
- "Radius of Gyration, i (cm)": 17.7,
- "Elastic Modulus, Wel (cm3)": 1550.0,
- "Plastic Modulus, Wpl (cm3)": 2000.0,
- "Torsional Constant, IT (cm4)": 78600.0,
- "Torsional Constant, Wt (cm3)": 3090.0,
- "Surface Area Per Metre (m2)": 1.6,
- "Surface Area Per Tonne (m2)": 16.2
- },
- "508.0x10.0": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 123.0,
- "Area of Section, A (cm2)": 156.0,
- "Ratio for Local Buckling, d/t": 50.8,
- "Second Moment of Area, I (cm4)": 48500.0,
- "Radius of Gyration, i (cm)": 17.6,
- "Elastic Modulus, Wel (cm3)": 1910.0,
- "Plastic Modulus, Wpl (cm3)": 2480.0,
- "Torsional Constant, IT (cm4)": 97000.0,
- "Torsional Constant, Wt (cm3)": 3820.0,
- "Surface Area Per Metre (m2)": 1.6,
- "Surface Area Per Tonne (m2)": 13.0
- },
- "508.0x12.0": {
- "Is Non-Standard": true,
- "Mass Per Metre (kg/m)": 147.0,
- "Area of Section, A (cm2)": 187.0,
- "Ratio for Local Buckling, d/t": 42.3,
- "Second Moment of Area, I (cm4)": 57500.0,
- "Radius of Gyration, i (cm)": 17.5,
- "Elastic Modulus, Wel (cm3)": 2260.0,
- "Plastic Modulus, Wpl (cm3)": 2950.0,
- "Torsional Constant, IT (cm4)": 115000.0,
- "Torsional Constant, Wt (cm3)": 4530.0,
- "Surface Area Per Metre (m2)": 1.6,
- "Surface Area Per Tonne (m2)": 10.9
- },
- "508.0x12.5": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 153.0,
- "Area of Section, A (cm2)": 195.0,
- "Ratio for Local Buckling, d/t": 40.6,
- "Second Moment of Area, I (cm4)": 59800.0,
- "Radius of Gyration, i (cm)": 17.5,
- "Elastic Modulus, Wel (cm3)": 2350.0,
- "Plastic Modulus, Wpl (cm3)": 3070.0,
- "Torsional Constant, IT (cm4)": 120000.0,
- "Torsional Constant, Wt (cm3)": 4700.0,
- "Surface Area Per Metre (m2)": 1.6,
- "Surface Area Per Tonne (m2)": 10.5
- },
- "508.0x16.0": {
- "Is Non-Standard": true,
- "Mass Per Metre (kg/m)": 194.0,
- "Area of Section, A (cm2)": 247.0,
- "Ratio for Local Buckling, d/t": 31.8,
- "Second Moment of Area, I (cm4)": 74900.0,
- "Radius of Gyration, i (cm)": 17.4,
- "Elastic Modulus, Wel (cm3)": 2950.0,
- "Plastic Modulus, Wpl (cm3)": 3870.0,
- "Torsional Constant, IT (cm4)": 150000.0,
- "Torsional Constant, Wt (cm3)": 5900.0,
- "Surface Area Per Metre (m2)": 1.6,
- "Surface Area Per Tonne (m2)": 8.25
- }
-}
\ No newline at end of file
diff --git a/pkg/bluebook/.d/properties/cf-rhs.json b/pkg/bluebook/.d/properties/cf-rhs.json
deleted file mode 100644
index 00dae58..0000000
--- a/pkg/bluebook/.d/properties/cf-rhs.json
+++ /dev/null
@@ -1,2605 +0,0 @@
-{
- "50x25x2.0": {
- "Is Non-Standard": true,
- "Mass Per Metre (kg/m)": 2.15,
- "Area of Section, A (cm2)": 2.74,
- "Ratio for Local Buckling, cw/t": 22.0,
- "Ratio for Local Buckling, cf/t": 9.5,
- "Second Moment of Area, Y-Y (cm4)": 8.38,
- "Second Moment of Area, Z-Z (cm4)": 2.81,
- "Radius of Gyration, Y-Y (cm)": 1.75,
- "Radius of Gyration, Z-Z (cm)": 1.01,
- "Elastic Modulus, Y-Y (cm3)": 3.35,
- "Elastic Modulus, Z-Z (cm3)": 2.25,
- "Plastic Modulus, Y-Y (cm3)": 4.26,
- "Plastic Modulus, Z-Z (cm3)": 2.62,
- "Torsional Constant, IT (cm4)": 7.06,
- "Torsional Constant, Wt (cm3)": 3.92,
- "Surface Area Per Metre (m2)": 0.143,
- "Surface Area Per Tonne (m2)": 66.5
- },
- "50x25x2.5": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 2.62,
- "Area of Section, A (cm2)": 3.34,
- "Ratio for Local Buckling, cw/t": 17.0,
- "Ratio for Local Buckling, cf/t": 7.0,
- "Second Moment of Area, Y-Y (cm4)": 9.89,
- "Second Moment of Area, Z-Z (cm4)": 3.28,
- "Radius of Gyration, Y-Y (cm)": 1.72,
- "Radius of Gyration, Z-Z (cm)": 0.99,
- "Elastic Modulus, Y-Y (cm3)": 3.95,
- "Elastic Modulus, Z-Z (cm3)": 2.62,
- "Plastic Modulus, Y-Y (cm3)": 5.11,
- "Plastic Modulus, Z-Z (cm3)": 3.12,
- "Torsional Constant, IT (cm4)": 8.43,
- "Torsional Constant, Wt (cm3)": 4.6,
- "Surface Area Per Metre (m2)": 0.141,
- "Surface Area Per Tonne (m2)": 53.8
- },
- "50x25x3.0": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 3.07,
- "Area of Section, A (cm2)": 3.91,
- "Ratio for Local Buckling, cw/t": 13.7,
- "Ratio for Local Buckling, cf/t": 5.33,
- "Second Moment of Area, Y-Y (cm4)": 11.2,
- "Second Moment of Area, Z-Z (cm4)": 3.67,
- "Radius of Gyration, Y-Y (cm)": 1.69,
- "Radius of Gyration, Z-Z (cm)": 0.97,
- "Elastic Modulus, Y-Y (cm3)": 4.47,
- "Elastic Modulus, Z-Z (cm3)": 2.93,
- "Plastic Modulus, Y-Y (cm3)": 5.86,
- "Plastic Modulus, Z-Z (cm3)": 3.56,
- "Torsional Constant, IT (cm4)": 9.64,
- "Torsional Constant, Wt (cm3)": 5.18,
- "Surface Area Per Metre (m2)": 0.14,
- "Surface Area Per Tonne (m2)": 45.6
- },
- "50x30x2.0": {
- "Is Non-Standard": true,
- "Mass Per Metre (kg/m)": 2.31,
- "Area of Section, A (cm2)": 2.94,
- "Ratio for Local Buckling, cw/t": 22.0,
- "Ratio for Local Buckling, cf/t": 12.0,
- "Second Moment of Area, Y-Y (cm4)": 9.54,
- "Second Moment of Area, Z-Z (cm4)": 4.29,
- "Radius of Gyration, Y-Y (cm)": 1.8,
- "Radius of Gyration, Z-Z (cm)": 1.21,
- "Elastic Modulus, Y-Y (cm3)": 3.81,
- "Elastic Modulus, Z-Z (cm3)": 2.86,
- "Plastic Modulus, Y-Y (cm3)": 4.74,
- "Plastic Modulus, Z-Z (cm3)": 3.33,
- "Torsional Constant, IT (cm4)": 9.77,
- "Torsional Constant, Wt (cm3)": 4.84,
- "Surface Area Per Metre (m2)": 0.153,
- "Surface Area Per Tonne (m2)": 66.2
- },
- "50x30x2.5": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 2.82,
- "Area of Section, A (cm2)": 3.59,
- "Ratio for Local Buckling, cw/t": 17.0,
- "Ratio for Local Buckling, cf/t": 9.0,
- "Second Moment of Area, Y-Y (cm4)": 11.3,
- "Second Moment of Area, Z-Z (cm4)": 5.05,
- "Radius of Gyration, Y-Y (cm)": 1.77,
- "Radius of Gyration, Z-Z (cm)": 1.19,
- "Elastic Modulus, Y-Y (cm3)": 4.52,
- "Elastic Modulus, Z-Z (cm3)": 3.37,
- "Plastic Modulus, Y-Y (cm3)": 5.7,
- "Plastic Modulus, Z-Z (cm3)": 3.98,
- "Torsional Constant, IT (cm4)": 11.7,
- "Torsional Constant, Wt (cm3)": 5.72,
- "Surface Area Per Metre (m2)": 0.151,
- "Surface Area Per Tonne (m2)": 53.5
- },
- "50x30x3.0": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 3.3,
- "Area of Section, A (cm2)": 4.21,
- "Ratio for Local Buckling, cw/t": 13.7,
- "Ratio for Local Buckling, cf/t": 7.0,
- "Second Moment of Area, Y-Y (cm4)": 12.8,
- "Second Moment of Area, Z-Z (cm4)": 5.7,
- "Radius of Gyration, Y-Y (cm)": 1.75,
- "Radius of Gyration, Z-Z (cm)": 1.16,
- "Elastic Modulus, Y-Y (cm3)": 5.13,
- "Elastic Modulus, Z-Z (cm3)": 3.8,
- "Plastic Modulus, Y-Y (cm3)": 6.57,
- "Plastic Modulus, Z-Z (cm3)": 4.58,
- "Torsional Constant, IT (cm4)": 13.5,
- "Torsional Constant, Wt (cm3)": 6.49,
- "Surface Area Per Metre (m2)": 0.15,
- "Surface Area Per Tonne (m2)": 45.5
- },
- "50x30x4.0": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 4.2,
- "Area of Section, A (cm2)": 5.35,
- "Ratio for Local Buckling, cw/t": 9.5,
- "Ratio for Local Buckling, cf/t": 4.5,
- "Second Moment of Area, Y-Y (cm4)": 15.3,
- "Second Moment of Area, Z-Z (cm4)": 6.69,
- "Radius of Gyration, Y-Y (cm)": 1.69,
- "Radius of Gyration, Z-Z (cm)": 1.12,
- "Elastic Modulus, Y-Y (cm3)": 6.1,
- "Elastic Modulus, Z-Z (cm3)": 4.46,
- "Plastic Modulus, Y-Y (cm3)": 8.05,
- "Plastic Modulus, Z-Z (cm3)": 5.58,
- "Torsional Constant, IT (cm4)": 16.5,
- "Torsional Constant, Wt (cm3)": 7.71,
- "Surface Area Per Metre (m2)": 0.146,
- "Surface Area Per Tonne (m2)": 34.8
- },
- "60x40x2.5": {
- "Is Non-Standard": true,
- "Mass Per Metre (kg/m)": 3.6,
- "Area of Section, A (cm2)": 4.59,
- "Ratio for Local Buckling, cw/t": 21.0,
- "Ratio for Local Buckling, cf/t": 13.0,
- "Second Moment of Area, Y-Y (cm4)": 22.1,
- "Second Moment of Area, Z-Z (cm4)": 11.7,
- "Radius of Gyration, Y-Y (cm)": 2.19,
- "Radius of Gyration, Z-Z (cm)": 1.6,
- "Elastic Modulus, Y-Y (cm3)": 7.36,
- "Elastic Modulus, Z-Z (cm3)": 5.87,
- "Plastic Modulus, Y-Y (cm3)": 9.06,
- "Plastic Modulus, Z-Z (cm3)": 6.84,
- "Torsional Constant, IT (cm4)": 25.1,
- "Torsional Constant, Wt (cm3)": 9.72,
- "Surface Area Per Metre (m2)": 0.191,
- "Surface Area Per Tonne (m2)": 53.1
- },
- "60x40x3.0": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 4.25,
- "Area of Section, A (cm2)": 5.41,
- "Ratio for Local Buckling, cw/t": 17.0,
- "Ratio for Local Buckling, cf/t": 10.3,
- "Second Moment of Area, Y-Y (cm4)": 25.4,
- "Second Moment of Area, Z-Z (cm4)": 13.4,
- "Radius of Gyration, Y-Y (cm)": 2.17,
- "Radius of Gyration, Z-Z (cm)": 1.58,
- "Elastic Modulus, Y-Y (cm3)": 8.46,
- "Elastic Modulus, Z-Z (cm3)": 6.72,
- "Plastic Modulus, Y-Y (cm3)": 10.5,
- "Plastic Modulus, Z-Z (cm3)": 7.94,
- "Torsional Constant, IT (cm4)": 29.3,
- "Torsional Constant, Wt (cm3)": 11.2,
- "Surface Area Per Metre (m2)": 0.19,
- "Surface Area Per Tonne (m2)": 44.7
- },
- "60x40x4.0": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 5.45,
- "Area of Section, A (cm2)": 6.95,
- "Ratio for Local Buckling, cw/t": 12.0,
- "Ratio for Local Buckling, cf/t": 7.0,
- "Second Moment of Area, Y-Y (cm4)": 31.0,
- "Second Moment of Area, Z-Z (cm4)": 16.3,
- "Radius of Gyration, Y-Y (cm)": 2.11,
- "Radius of Gyration, Z-Z (cm)": 1.53,
- "Elastic Modulus, Y-Y (cm3)": 10.3,
- "Elastic Modulus, Z-Z (cm3)": 8.14,
- "Plastic Modulus, Y-Y (cm3)": 13.2,
- "Plastic Modulus, Z-Z (cm3)": 9.89,
- "Torsional Constant, IT (cm4)": 36.7,
- "Torsional Constant, Wt (cm3)": 13.7,
- "Surface Area Per Metre (m2)": 0.186,
- "Surface Area Per Tonne (m2)": 34.1
- },
- "60x40x5.0": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 6.56,
- "Area of Section, A (cm2)": 8.36,
- "Ratio for Local Buckling, cw/t": 9.0,
- "Ratio for Local Buckling, cf/t": 5.0,
- "Second Moment of Area, Y-Y (cm4)": 35.3,
- "Second Moment of Area, Z-Z (cm4)": 18.4,
- "Radius of Gyration, Y-Y (cm)": 2.06,
- "Radius of Gyration, Z-Z (cm)": 1.48,
- "Elastic Modulus, Y-Y (cm3)": 11.8,
- "Elastic Modulus, Z-Z (cm3)": 9.21,
- "Plastic Modulus, Y-Y (cm3)": 15.4,
- "Plastic Modulus, Z-Z (cm3)": 11.5,
- "Torsional Constant, IT (cm4)": 42.8,
- "Torsional Constant, Wt (cm3)": 15.6,
- "Surface Area Per Metre (m2)": 0.183,
- "Surface Area Per Tonne (m2)": 27.9
- },
- "70x40x3.0": {
- "Is Non-Standard": true,
- "Mass Per Metre (kg/m)": 4.72,
- "Area of Section, A (cm2)": 6.01,
- "Ratio for Local Buckling, cw/t": 20.3,
- "Ratio for Local Buckling, cf/t": 10.3,
- "Second Moment of Area, Y-Y (cm4)": 37.3,
- "Second Moment of Area, Z-Z (cm4)": 15.5,
- "Radius of Gyration, Y-Y (cm)": 2.49,
- "Radius of Gyration, Z-Z (cm)": 1.61,
- "Elastic Modulus, Y-Y (cm3)": 10.7,
- "Elastic Modulus, Z-Z (cm3)": 7.75,
- "Plastic Modulus, Y-Y (cm3)": 13.4,
- "Plastic Modulus, Z-Z (cm3)": 9.05,
- "Torsional Constant, IT (cm4)": 36.5,
- "Torsional Constant, Wt (cm3)": 13.2,
- "Surface Area Per Metre (m2)": 0.21,
- "Surface Area Per Tonne (m2)": 44.5
- },
- "70x40x4.0": {
- "Is Non-Standard": true,
- "Mass Per Metre (kg/m)": 6.08,
- "Area of Section, A (cm2)": 7.75,
- "Ratio for Local Buckling, cw/t": 14.5,
- "Ratio for Local Buckling, cf/t": 7.0,
- "Second Moment of Area, Y-Y (cm4)": 46.0,
- "Second Moment of Area, Z-Z (cm4)": 18.9,
- "Radius of Gyration, Y-Y (cm)": 2.44,
- "Radius of Gyration, Z-Z (cm)": 1.56,
- "Elastic Modulus, Y-Y (cm3)": 13.1,
- "Elastic Modulus, Z-Z (cm3)": 9.44,
- "Plastic Modulus, Y-Y (cm3)": 16.8,
- "Plastic Modulus, Z-Z (cm3)": 11.3,
- "Torsional Constant, IT (cm4)": 45.8,
- "Torsional Constant, Wt (cm3)": 16.2,
- "Surface Area Per Metre (m2)": 0.206,
- "Surface Area Per Tonne (m2)": 33.9
- },
- "70x40x5.0": {
- "Is Non-Standard": true,
- "Mass Per Metre (kg/m)": 7.34,
- "Area of Section, A (cm2)": 9.36,
- "Ratio for Local Buckling, cw/t": 11.0,
- "Ratio for Local Buckling, cf/t": 5.0,
- "Second Moment of Area, Y-Y (cm4)": 52.9,
- "Second Moment of Area, Z-Z (cm4)": 21.5,
- "Radius of Gyration, Y-Y (cm)": 2.38,
- "Radius of Gyration, Z-Z (cm)": 1.52,
- "Elastic Modulus, Y-Y (cm3)": 15.1,
- "Elastic Modulus, Z-Z (cm3)": 10.8,
- "Plastic Modulus, Y-Y (cm3)": 19.8,
- "Plastic Modulus, Z-Z (cm3)": 13.3,
- "Torsional Constant, IT (cm4)": 53.8,
- "Torsional Constant, Wt (cm3)": 18.7,
- "Surface Area Per Metre (m2)": 0.203,
- "Surface Area Per Tonne (m2)": 27.7
- },
- "70x50x3.0": {
- "Is Non-Standard": true,
- "Mass Per Metre (kg/m)": 5.19,
- "Area of Section, A (cm2)": 6.61,
- "Ratio for Local Buckling, cw/t": 20.3,
- "Ratio for Local Buckling, cf/t": 13.7,
- "Second Moment of Area, Y-Y (cm4)": 44.1,
- "Second Moment of Area, Z-Z (cm4)": 26.1,
- "Radius of Gyration, Y-Y (cm)": 2.58,
- "Radius of Gyration, Z-Z (cm)": 1.99,
- "Elastic Modulus, Y-Y (cm3)": 12.6,
- "Elastic Modulus, Z-Z (cm3)": 10.4,
- "Plastic Modulus, Y-Y (cm3)": 15.4,
- "Plastic Modulus, Z-Z (cm3)": 12.2,
- "Torsional Constant, IT (cm4)": 53.6,
- "Torsional Constant, Wt (cm3)": 17.1,
- "Surface Area Per Metre (m2)": 0.23,
- "Surface Area Per Tonne (m2)": 44.3
- },
- "70x50x4.0": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 6.71,
- "Area of Section, A (cm2)": 8.55,
- "Ratio for Local Buckling, cw/t": 14.5,
- "Ratio for Local Buckling, cf/t": 9.5,
- "Second Moment of Area, Y-Y (cm4)": 54.7,
- "Second Moment of Area, Z-Z (cm4)": 32.2,
- "Radius of Gyration, Y-Y (cm)": 2.53,
- "Radius of Gyration, Z-Z (cm)": 1.94,
- "Elastic Modulus, Y-Y (cm3)": 15.6,
- "Elastic Modulus, Z-Z (cm3)": 12.9,
- "Plastic Modulus, Y-Y (cm3)": 19.5,
- "Plastic Modulus, Z-Z (cm3)": 15.4,
- "Torsional Constant, IT (cm4)": 68.1,
- "Torsional Constant, Wt (cm3)": 21.2,
- "Surface Area Per Metre (m2)": 0.226,
- "Surface Area Per Tonne (m2)": 33.7
- },
- "70x50x5.0": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 8.13,
- "Area of Section, A (cm2)": 10.4,
- "Ratio for Local Buckling, cw/t": 11.0,
- "Ratio for Local Buckling, cf/t": 7.0,
- "Second Moment of Area, Y-Y (cm4)": 63.5,
- "Second Moment of Area, Z-Z (cm4)": 37.2,
- "Radius of Gyration, Y-Y (cm)": 2.48,
- "Radius of Gyration, Z-Z (cm)": 1.9,
- "Elastic Modulus, Y-Y (cm3)": 18.1,
- "Elastic Modulus, Z-Z (cm3)": 14.9,
- "Plastic Modulus, Y-Y (cm3)": 23.1,
- "Plastic Modulus, Z-Z (cm3)": 18.2,
- "Torsional Constant, IT (cm4)": 80.8,
- "Torsional Constant, Wt (cm3)": 24.6,
- "Surface Area Per Metre (m2)": 0.223,
- "Surface Area Per Tonne (m2)": 27.4
- },
- "80x40x3.0": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 5.19,
- "Area of Section, A (cm2)": 6.61,
- "Ratio for Local Buckling, cw/t": 23.7,
- "Ratio for Local Buckling, cf/t": 10.3,
- "Second Moment of Area, Y-Y (cm4)": 52.3,
- "Second Moment of Area, Z-Z (cm4)": 17.6,
- "Radius of Gyration, Y-Y (cm)": 2.81,
- "Radius of Gyration, Z-Z (cm)": 1.63,
- "Elastic Modulus, Y-Y (cm3)": 13.1,
- "Elastic Modulus, Z-Z (cm3)": 8.78,
- "Plastic Modulus, Y-Y (cm3)": 16.5,
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- "Torsional Constant, IT (cm4)": 43.9,
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- "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,
- "Surface Area Per Tonne (m2)": 67.3
- },
- "30x30x2.5": {
- "Is Non-Standard": true,
- "Mass Per Metre (kg/m)": 2.03,
- "Area of Section, A (cm2)": 2.59,
- "Ratio for Local Buckling, c/t": 9.0,
- "Second Moment of Area, I (cm4)": 3.16,
- "Radius of Gyration, i (cm)": 1.1,
- "Elastic Modulus, Wel (cm3)": 2.1,
- "Plastic Modulus, Wpl (cm3)": 2.61,
- "Torsional Constant, IT (cm4)": 5.4,
- "Torsional Constant, Wt (cm3)": 3.2,
- "Surface Area Per Metre (m2)": 0.111,
- "Surface Area Per Tonne (m2)": 54.7
- },
- "30x30x3.0": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 2.36,
- "Area of Section, A (cm2)": 3.01,
- "Ratio for Local Buckling, c/t": 7.0,
- "Second Moment of Area, I (cm4)": 3.5,
- "Radius of Gyration, i (cm)": 1.08,
- "Elastic Modulus, Wel (cm3)": 2.34,
- "Plastic Modulus, Wpl (cm3)": 2.96,
- "Torsional Constant, IT (cm4)": 6.15,
- "Torsional Constant, Wt (cm3)": 3.58,
- "Surface Area Per Metre (m2)": 0.11,
- "Surface Area Per Tonne (m2)": 46.6
- },
- "40x40x2.0": {
- "Is Non-Standard": true,
- "Mass Per Metre (kg/m)": 2.31,
- "Area of Section, A (cm2)": 2.94,
- "Ratio for Local Buckling, c/t": 17.0,
- "Second Moment of Area, I (cm4)": 6.94,
- "Radius of Gyration, i (cm)": 1.54,
- "Elastic Modulus, Wel (cm3)": 3.47,
- "Plastic Modulus, Wpl (cm3)": 4.13,
- "Torsional Constant, IT (cm4)": 11.3,
- "Torsional Constant, Wt (cm3)": 5.23,
- "Surface Area Per Metre (m2)": 0.153,
- "Surface Area Per Tonne (m2)": 66.2
- },
- "40x40x2.5": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 2.82,
- "Area of Section, A (cm2)": 3.59,
- "Ratio for Local Buckling, c/t": 13.0,
- "Second Moment of Area, I (cm4)": 8.22,
- "Radius of Gyration, i (cm)": 1.51,
- "Elastic Modulus, Wel (cm3)": 4.11,
- "Plastic Modulus, Wpl (cm3)": 4.97,
- "Torsional Constant, IT (cm4)": 13.6,
- "Torsional Constant, Wt (cm3)": 6.21,
- "Surface Area Per Metre (m2)": 0.151,
- "Surface Area Per Tonne (m2)": 53.5
- },
- "40x40x3.0": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 3.3,
- "Area of Section, A (cm2)": 4.21,
- "Ratio for Local Buckling, c/t": 10.3,
- "Second Moment of Area, I (cm4)": 9.32,
- "Radius of Gyration, i (cm)": 1.49,
- "Elastic Modulus, Wel (cm3)": 4.66,
- "Plastic Modulus, Wpl (cm3)": 5.72,
- "Torsional Constant, IT (cm4)": 15.8,
- "Torsional Constant, Wt (cm3)": 7.07,
- "Surface Area Per Metre (m2)": 0.15,
- "Surface Area Per Tonne (m2)": 45.5
- },
- "40x40x4.0": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 4.2,
- "Area of Section, A (cm2)": 5.35,
- "Ratio for Local Buckling, c/t": 7.0,
- "Second Moment of Area, I (cm4)": 11.1,
- "Radius of Gyration, i (cm)": 1.44,
- "Elastic Modulus, Wel (cm3)": 5.54,
- "Plastic Modulus, Wpl (cm3)": 7.01,
- "Torsional Constant, IT (cm4)": 19.4,
- "Torsional Constant, Wt (cm3)": 8.48,
- "Surface Area Per Metre (m2)": 0.146,
- "Surface Area Per Tonne (m2)": 34.8
- },
- "50x50x2.5": {
- "Is Non-Standard": true,
- "Mass Per Metre (kg/m)": 3.6,
- "Area of Section, A (cm2)": 4.59,
- "Ratio for Local Buckling, c/t": 17.0,
- "Second Moment of Area, I (cm4)": 16.9,
- "Radius of Gyration, i (cm)": 1.92,
- "Elastic Modulus, Wel (cm3)": 6.78,
- "Plastic Modulus, Wpl (cm3)": 8.07,
- "Torsional Constant, IT (cm4)": 27.5,
- "Torsional Constant, Wt (cm3)": 10.2,
- "Surface Area Per Metre (m2)": 0.191,
- "Surface Area Per Tonne (m2)": 53.1
- },
- "50x50x3.0": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 4.25,
- "Area of Section, A (cm2)": 5.41,
- "Ratio for Local Buckling, c/t": 13.7,
- "Second Moment of Area, I (cm4)": 19.5,
- "Radius of Gyration, i (cm)": 1.9,
- "Elastic Modulus, Wel (cm3)": 7.79,
- "Plastic Modulus, Wpl (cm3)": 9.39,
- "Torsional Constant, IT (cm4)": 32.1,
- "Torsional Constant, Wt (cm3)": 11.8,
- "Surface Area Per Metre (m2)": 0.19,
- "Surface Area Per Tonne (m2)": 44.7
- },
- "50x50x4.0": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 5.45,
- "Area of Section, A (cm2)": 6.95,
- "Ratio for Local Buckling, c/t": 9.5,
- "Second Moment of Area, I (cm4)": 23.7,
- "Radius of Gyration, i (cm)": 1.85,
- "Elastic Modulus, Wel (cm3)": 9.49,
- "Plastic Modulus, Wpl (cm3)": 11.7,
- "Torsional Constant, IT (cm4)": 40.4,
- "Torsional Constant, Wt (cm3)": 14.4,
- "Surface Area Per Metre (m2)": 0.186,
- "Surface Area Per Tonne (m2)": 34.1
- },
- "50x50x5.0": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 6.56,
- "Area of Section, A (cm2)": 8.36,
- "Ratio for Local Buckling, c/t": 7.0,
- "Second Moment of Area, I (cm4)": 27.0,
- "Radius of Gyration, i (cm)": 1.8,
- "Elastic Modulus, Wel (cm3)": 10.8,
- "Plastic Modulus, Wpl (cm3)": 13.7,
- "Torsional Constant, IT (cm4)": 47.5,
- "Torsional Constant, Wt (cm3)": 16.6,
- "Surface Area Per Metre (m2)": 0.183,
- "Surface Area Per Tonne (m2)": 27.9
- },
- "60x60x3.0": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 5.19,
- "Area of Section, A (cm2)": 6.61,
- "Ratio for Local Buckling, c/t": 17.0,
- "Second Moment of Area, I (cm4)": 35.1,
- "Radius of Gyration, i (cm)": 2.31,
- "Elastic Modulus, Wel (cm3)": 11.7,
- "Plastic Modulus, Wpl (cm3)": 14.0,
- "Torsional Constant, IT (cm4)": 57.1,
- "Torsional Constant, Wt (cm3)": 17.7,
- "Surface Area Per Metre (m2)": 0.23,
- "Surface Area Per Tonne (m2)": 44.3
- },
- "60x60x4.0": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 6.71,
- "Area of Section, A (cm2)": 8.55,
- "Ratio for Local Buckling, c/t": 12.0,
- "Second Moment of Area, I (cm4)": 43.6,
- "Radius of Gyration, i (cm)": 2.26,
- "Elastic Modulus, Wel (cm3)": 14.5,
- "Plastic Modulus, Wpl (cm3)": 17.6,
- "Torsional Constant, IT (cm4)": 72.6,
- "Torsional Constant, Wt (cm3)": 22.0,
- "Surface Area Per Metre (m2)": 0.226,
- "Surface Area Per Tonne (m2)": 33.7
- },
- "60x60x5.0": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 8.13,
- "Area of Section, A (cm2)": 10.4,
- "Ratio for Local Buckling, c/t": 9.0,
- "Second Moment of Area, I (cm4)": 50.5,
- "Radius of Gyration, i (cm)": 2.21,
- "Elastic Modulus, Wel (cm3)": 16.8,
- "Plastic Modulus, Wpl (cm3)": 20.9,
- "Torsional Constant, IT (cm4)": 86.4,
- "Torsional Constant, Wt (cm3)": 25.6,
- "Surface Area Per Metre (m2)": 0.223,
- "Surface Area Per Tonne (m2)": 27.4
- },
- "60x60x6.0": {
- "Is Non-Standard": true,
- "Mass Per Metre (kg/m)": 9.45,
- "Area of Section, A (cm2)": 12.0,
- "Ratio for Local Buckling, c/t": 7.0,
- "Second Moment of Area, I (cm4)": 56.1,
- "Radius of Gyration, i (cm)": 2.16,
- "Elastic Modulus, Wel (cm3)": 18.7,
- "Plastic Modulus, Wpl (cm3)": 23.7,
- "Torsional Constant, IT (cm4)": 98.4,
- "Torsional Constant, Wt (cm3)": 28.6,
- "Surface Area Per Metre (m2)": 0.219,
- "Surface Area Per Tonne (m2)": 23.2
- },
- "70x70x3.0": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 6.13,
- "Area of Section, A (cm2)": 7.81,
- "Ratio for Local Buckling, c/t": 20.3,
- "Second Moment of Area, I (cm4)": 57.5,
- "Radius of Gyration, i (cm)": 2.71,
- "Elastic Modulus, Wel (cm3)": 16.4,
- "Plastic Modulus, Wpl (cm3)": 19.4,
- "Torsional Constant, IT (cm4)": 92.4,
- "Torsional Constant, Wt (cm3)": 24.7,
- "Surface Area Per Metre (m2)": 0.27,
- "Surface Area Per Tonne (m2)": 44.0
- },
- "70x70x3.5": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 7.06,
- "Area of Section, A (cm2)": 8.99,
- "Ratio for Local Buckling, c/t": 17.0,
- "Second Moment of Area, I (cm4)": 65.1,
- "Radius of Gyration, i (cm)": 2.69,
- "Elastic Modulus, Wel (cm3)": 18.6,
- "Plastic Modulus, Wpl (cm3)": 22.2,
- "Torsional Constant, IT (cm4)": 106.0,
- "Torsional Constant, Wt (cm3)": 28.0,
- "Surface Area Per Metre (m2)": 0.268,
- "Surface Area Per Tonne (m2)": 38.0
- },
- "70x70x4.0": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 7.97,
- "Area of Section, A (cm2)": 10.1,
- "Ratio for Local Buckling, c/t": 14.5,
- "Second Moment of Area, I (cm4)": 72.1,
- "Radius of Gyration, i (cm)": 2.67,
- "Elastic Modulus, Wel (cm3)": 20.6,
- "Plastic Modulus, Wpl (cm3)": 24.8,
- "Torsional Constant, IT (cm4)": 119.0,
- "Torsional Constant, Wt (cm3)": 31.1,
- "Surface Area Per Metre (m2)": 0.266,
- "Surface Area Per Tonne (m2)": 33.4
- },
- "70x70x5.0": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 9.7,
- "Area of Section, A (cm2)": 12.4,
- "Ratio for Local Buckling, c/t": 11.0,
- "Second Moment of Area, I (cm4)": 84.6,
- "Radius of Gyration, i (cm)": 2.62,
- "Elastic Modulus, Wel (cm3)": 24.2,
- "Plastic Modulus, Wpl (cm3)": 29.6,
- "Torsional Constant, IT (cm4)": 142.0,
- "Torsional Constant, Wt (cm3)": 36.7,
- "Surface Area Per Metre (m2)": 0.263,
- "Surface Area Per Tonne (m2)": 27.1
- },
- "70x70x6.0": {
- "Is Non-Standard": true,
- "Mass Per Metre (kg/m)": 11.3,
- "Area of Section, A (cm2)": 14.4,
- "Ratio for Local Buckling, c/t": 8.67,
- "Second Moment of Area, I (cm4)": 95.2,
- "Radius of Gyration, i (cm)": 2.57,
- "Elastic Modulus, Wel (cm3)": 27.2,
- "Plastic Modulus, Wpl (cm3)": 33.8,
- "Torsional Constant, IT (cm4)": 163.0,
- "Torsional Constant, Wt (cm3)": 41.4,
- "Surface Area Per Metre (m2)": 0.259,
- "Surface Area Per Tonne (m2)": 22.9
- },
- "80x80x3.0": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 7.07,
- "Area of Section, A (cm2)": 9.01,
- "Ratio for Local Buckling, c/t": 23.7,
- "Second Moment of Area, I (cm4)": 87.8,
- "Radius of Gyration, i (cm)": 3.12,
- "Elastic Modulus, Wel (cm3)": 22.0,
- "Plastic Modulus, Wpl (cm3)": 25.8,
- "Torsional Constant, IT (cm4)": 140.0,
- "Torsional Constant, Wt (cm3)": 33.0,
- "Surface Area Per Metre (m2)": 0.31,
- "Surface Area Per Tonne (m2)": 43.8
- },
- "80x80x3.5": {
- "Is Non-Standard": true,
- "Mass Per Metre (kg/m)": 8.16,
- "Area of Section, A (cm2)": 10.4,
- "Ratio for Local Buckling, c/t": 19.9,
- "Second Moment of Area, I (cm4)": 99.8,
- "Radius of Gyration, i (cm)": 3.1,
- "Elastic Modulus, Wel (cm3)": 25.0,
- "Plastic Modulus, Wpl (cm3)": 29.5,
- "Torsional Constant, IT (cm4)": 161.0,
- "Torsional Constant, Wt (cm3)": 37.6,
- "Surface Area Per Metre (m2)": 0.308,
- "Surface Area Per Tonne (m2)": 37.7
- },
- "80x80x4.0": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 9.22,
- "Area of Section, A (cm2)": 11.7,
- "Ratio for Local Buckling, c/t": 17.0,
- "Second Moment of Area, I (cm4)": 111.0,
- "Radius of Gyration, i (cm)": 3.07,
- "Elastic Modulus, Wel (cm3)": 27.8,
- "Plastic Modulus, Wpl (cm3)": 33.1,
- "Torsional Constant, IT (cm4)": 180.0,
- "Torsional Constant, Wt (cm3)": 41.8,
- "Surface Area Per Metre (m2)": 0.306,
- "Surface Area Per Tonne (m2)": 33.2
- },
- "80x80x5.0": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 11.3,
- "Area of Section, A (cm2)": 14.4,
- "Ratio for Local Buckling, c/t": 13.0,
- "Second Moment of Area, I (cm4)": 131.0,
- "Radius of Gyration, i (cm)": 3.03,
- "Elastic Modulus, Wel (cm3)": 32.9,
- "Plastic Modulus, Wpl (cm3)": 39.7,
- "Torsional Constant, IT (cm4)": 218.0,
- "Torsional Constant, Wt (cm3)": 49.7,
- "Surface Area Per Metre (m2)": 0.303,
- "Surface Area Per Tonne (m2)": 26.8
- },
- "80x80x6.0": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 13.2,
- "Area of Section, A (cm2)": 16.8,
- "Ratio for Local Buckling, c/t": 10.3,
- "Second Moment of Area, I (cm4)": 149.0,
- "Radius of Gyration, i (cm)": 2.98,
- "Elastic Modulus, Wel (cm3)": 37.3,
- "Plastic Modulus, Wpl (cm3)": 45.8,
- "Torsional Constant, IT (cm4)": 252.0,
- "Torsional Constant, Wt (cm3)": 56.6,
- "Surface Area Per Metre (m2)": 0.299,
- "Surface Area Per Tonne (m2)": 22.7
- },
- "90x90x3.0": {
- "Is Non-Standard": true,
- "Mass Per Metre (kg/m)": 8.01,
- "Area of Section, A (cm2)": 10.2,
- "Ratio for Local Buckling, c/t": 27.0,
- "Second Moment of Area, I (cm4)": 127.0,
- "Radius of Gyration, i (cm)": 3.53,
- "Elastic Modulus, Wel (cm3)": 28.3,
- "Plastic Modulus, Wpl (cm3)": 33.0,
- "Torsional Constant, IT (cm4)": 201.0,
- "Torsional Constant, Wt (cm3)": 42.5,
- "Surface Area Per Metre (m2)": 0.35,
- "Surface Area Per Tonne (m2)": 43.7
- },
- "90x90x3.5": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 9.26,
- "Area of Section, A (cm2)": 11.8,
- "Ratio for Local Buckling, c/t": 22.7,
- "Second Moment of Area, I (cm4)": 145.0,
- "Radius of Gyration, i (cm)": 3.51,
- "Elastic Modulus, Wel (cm3)": 32.2,
- "Plastic Modulus, Wpl (cm3)": 37.9,
- "Torsional Constant, IT (cm4)": 232.0,
- "Torsional Constant, Wt (cm3)": 48.5,
- "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
- },
- "90x90x6.0": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 15.1,
- "Area of Section, A (cm2)": 19.2,
- "Ratio for Local Buckling, c/t": 12.0,
- "Second Moment of Area, I (cm4)": 220.0,
- "Radius of Gyration, i (cm)": 3.39,
- "Elastic Modulus, Wel (cm3)": 49.0,
- "Plastic Modulus, Wpl (cm3)": 59.5,
- "Torsional Constant, IT (cm4)": 368.0,
- "Torsional Constant, Wt (cm3)": 74.2,
- "Surface Area Per Metre (m2)": 0.339,
- "Surface Area Per Tonne (m2)": 22.5
- },
- "100x100x3.0": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 8.96,
- "Area of Section, A (cm2)": 11.4,
- "Ratio for Local Buckling, c/t": 30.3,
- "Second Moment of Area, I (cm4)": 177.0,
- "Radius of Gyration, i (cm)": 3.94,
- "Elastic Modulus, Wel (cm3)": 35.4,
- "Plastic Modulus, Wpl (cm3)": 41.2,
- "Torsional Constant, IT (cm4)": 279.0,
- "Torsional Constant, Wt (cm3)": 53.2,
- "Surface Area Per Metre (m2)": 0.39,
- "Surface Area Per Tonne (m2)": 43.5
- },
- "100x100x4.0": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 11.7,
- "Area of Section, A (cm2)": 14.9,
- "Ratio for Local Buckling, c/t": 22.0,
- "Second Moment of Area, I (cm4)": 226.0,
- "Radius of Gyration, i (cm)": 3.89,
- "Elastic Modulus, Wel (cm3)": 45.3,
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- "Second Moment of Area, I (cm4)": 3570.0,
- "Radius of Gyration, i (cm)": 7.76,
- "Elastic Modulus, Wel (cm3)": 357.0,
- "Plastic Modulus, Wpl (cm3)": 421.0,
- "Torsional Constant, IT (cm4)": 5820.0,
- "Torsional Constant, Wt (cm3)": 544.0,
- "Surface Area Per Metre (m2)": 0.766,
- "Surface Area Per Tonne (m2)": 16.5
- },
- "200x200x10.0": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 57.0,
- "Area of Section, A (cm2)": 72.6,
- "Ratio for Local Buckling, c/t": 17.0,
- "Second Moment of Area, I (cm4)": 4250.0,
- "Radius of Gyration, i (cm)": 7.65,
- "Elastic Modulus, Wel (cm3)": 425.0,
- "Plastic Modulus, Wpl (cm3)": 508.0,
- "Torsional Constant, IT (cm4)": 7070.0,
- "Torsional Constant, Wt (cm3)": 651.0,
- "Surface Area Per Metre (m2)": 0.757,
- "Surface Area Per Tonne (m2)": 13.3
- },
- "200x200x12.0": {
- "Is Non-Standard": true,
- "Mass Per Metre (kg/m)": 66.0,
- "Area of Section, A (cm2)": 84.1,
- "Ratio for Local Buckling, c/t": 13.7,
- "Second Moment of Area, I (cm4)": 4730.0,
- "Radius of Gyration, i (cm)": 7.5,
- "Elastic Modulus, Wel (cm3)": 473.0,
- "Plastic Modulus, Wpl (cm3)": 576.0,
- "Torsional Constant, IT (cm4)": 8230.0,
- "Torsional Constant, Wt (cm3)": 743.0,
- "Surface Area Per Metre (m2)": 0.738,
- "Surface Area Per Tonne (m2)": 11.2
- },
- "200x200x12.5": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 68.3,
- "Area of Section, A (cm2)": 87.0,
- "Ratio for Local Buckling, c/t": 13.0,
- "Second Moment of Area, I (cm4)": 4860.0,
- "Radius of Gyration, i (cm)": 7.47,
- "Elastic Modulus, Wel (cm3)": 486.0,
- "Plastic Modulus, Wpl (cm3)": 594.0,
- "Torsional Constant, IT (cm4)": 8500.0,
- "Torsional Constant, Wt (cm3)": 765.0,
- "Surface Area Per Metre (m2)": 0.736,
- "Surface Area Per Tonne (m2)": 10.8
- },
- "250x250x6.0": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 45.2,
- "Area of Section, A (cm2)": 57.6,
- "Ratio for Local Buckling, c/t": 38.7,
- "Second Moment of Area, I (cm4)": 5670.0,
- "Radius of Gyration, i (cm)": 9.92,
- "Elastic Modulus, Wel (cm3)": 454.0,
- "Plastic Modulus, Wpl (cm3)": 524.0,
- "Torsional Constant, IT (cm4)": 8840.0,
- "Torsional Constant, Wt (cm3)": 681.0,
- "Surface Area Per Metre (m2)": 0.979,
- "Surface Area Per Tonne (m2)": 21.7
- },
- "250x250x6.3": {
- "Is Non-Standard": true,
- "Mass Per Metre (kg/m)": 47.1,
- "Area of Section, A (cm2)": 60.0,
- "Ratio for Local Buckling, c/t": 36.7,
- "Second Moment of Area, I (cm4)": 5870.0,
- "Radius of Gyration, i (cm)": 9.89,
- "Elastic Modulus, Wel (cm3)": 470.0,
- "Plastic Modulus, Wpl (cm3)": 544.0,
- "Torsional Constant, IT (cm4)": 9290.0,
- "Torsional Constant, Wt (cm3)": 711.0,
- "Surface Area Per Metre (m2)": 0.973,
- "Surface Area Per Tonne (m2)": 20.7
- },
- "250x250x8.0": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 59.1,
- "Area of Section, A (cm2)": 75.2,
- "Ratio for Local Buckling, c/t": 28.3,
- "Second Moment of Area, I (cm4)": 7230.0,
- "Radius of Gyration, i (cm)": 9.8,
- "Elastic Modulus, Wel (cm3)": 578.0,
- "Plastic Modulus, Wpl (cm3)": 676.0,
- "Torsional Constant, IT (cm4)": 11600.0,
- "Torsional Constant, Wt (cm3)": 878.0,
- "Surface Area Per Metre (m2)": 0.966,
- "Surface Area Per Tonne (m2)": 16.3
- },
- "250x250x10.0": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 72.7,
- "Area of Section, A (cm2)": 92.6,
- "Ratio for Local Buckling, c/t": 22.0,
- "Second Moment of Area, I (cm4)": 8710.0,
- "Radius of Gyration, i (cm)": 9.7,
- "Elastic Modulus, Wel (cm3)": 697.0,
- "Plastic Modulus, Wpl (cm3)": 822.0,
- "Torsional Constant, IT (cm4)": 14200.0,
- "Torsional Constant, Wt (cm3)": 1060.0,
- "Surface Area Per Metre (m2)": 0.957,
- "Surface Area Per Tonne (m2)": 13.2
- },
- "250x250x12.0": {
- "Is Non-Standard": true,
- "Mass Per Metre (kg/m)": 84.8,
- "Area of Section, A (cm2)": 108.0,
- "Ratio for Local Buckling, c/t": 17.8,
- "Second Moment of Area, I (cm4)": 9860.0,
- "Radius of Gyration, i (cm)": 9.55,
- "Elastic Modulus, Wel (cm3)": 789.0,
- "Plastic Modulus, Wpl (cm3)": 944.0,
- "Torsional Constant, IT (cm4)": 16700.0,
- "Torsional Constant, Wt (cm3)": 1230.0,
- "Surface Area Per Metre (m2)": 0.938,
- "Surface Area Per Tonne (m2)": 11.1
- },
- "250x250x12.5": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 88.0,
- "Area of Section, A (cm2)": 112.0,
- "Ratio for Local Buckling, c/t": 17.0,
- "Second Moment of Area, I (cm4)": 10200.0,
- "Radius of Gyration, i (cm)": 9.52,
- "Elastic Modulus, Wel (cm3)": 813.0,
- "Plastic Modulus, Wpl (cm3)": 975.0,
- "Torsional Constant, IT (cm4)": 17300.0,
- "Torsional Constant, Wt (cm3)": 1270.0,
- "Surface Area Per Metre (m2)": 0.936,
- "Surface Area Per Tonne (m2)": 10.6
- },
- "300x300x6.0": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 54.7,
- "Area of Section, A (cm2)": 69.6,
- "Ratio for Local Buckling, c/t": 47.0,
- "Second Moment of Area, I (cm4)": 9960.0,
- "Radius of Gyration, i (cm)": 12.0,
- "Elastic Modulus, Wel (cm3)": 664.0,
- "Plastic Modulus, Wpl (cm3)": 764.0,
- "Torsional Constant, IT (cm4)": 15400.0,
- "Torsional Constant, Wt (cm3)": 997.0,
- "Surface Area Per Metre (m2)": 1.18,
- "Surface Area Per Tonne (m2)": 21.6
- },
- "300x300x6.3": {
- "Is Non-Standard": true,
- "Mass Per Metre (kg/m)": 57.0,
- "Area of Section, A (cm2)": 72.6,
- "Ratio for Local Buckling, c/t": 44.6,
- "Second Moment of Area, I (cm4)": 10300.0,
- "Radius of Gyration, i (cm)": 11.9,
- "Elastic Modulus, Wel (cm3)": 689.0,
- "Plastic Modulus, Wpl (cm3)": 795.0,
- "Torsional Constant, IT (cm4)": 16200.0,
- "Torsional Constant, Wt (cm3)": 1040.0,
- "Surface Area Per Metre (m2)": 1.17,
- "Surface Area Per Tonne (m2)": 20.5
- },
- "300x300x8.0": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 71.6,
- "Area of Section, A (cm2)": 91.2,
- "Ratio for Local Buckling, c/t": 34.5,
- "Second Moment of Area, I (cm4)": 12800.0,
- "Radius of Gyration, i (cm)": 11.8,
- "Elastic Modulus, Wel (cm3)": 853.0,
- "Plastic Modulus, Wpl (cm3)": 991.0,
- "Torsional Constant, IT (cm4)": 20300.0,
- "Torsional Constant, Wt (cm3)": 1290.0,
- "Surface Area Per Metre (m2)": 1.17,
- "Surface Area Per Tonne (m2)": 16.3
- },
- "300x300x10.0": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 88.4,
- "Area of Section, A (cm2)": 113.0,
- "Ratio for Local Buckling, c/t": 27.0,
- "Second Moment of Area, I (cm4)": 15500.0,
- "Radius of Gyration, i (cm)": 11.7,
- "Elastic Modulus, Wel (cm3)": 1040.0,
- "Plastic Modulus, Wpl (cm3)": 1210.0,
- "Torsional Constant, IT (cm4)": 25000.0,
- "Torsional Constant, Wt (cm3)": 1570.0,
- "Surface Area Per Metre (m2)": 1.16,
- "Surface Area Per Tonne (m2)": 13.1
- },
- "300x300x12.0": {
- "Is Non-Standard": true,
- "Mass Per Metre (kg/m)": 104.0,
- "Area of Section, A (cm2)": 132.0,
- "Ratio for Local Buckling, c/t": 22.0,
- "Second Moment of Area, I (cm4)": 17800.0,
- "Radius of Gyration, i (cm)": 11.6,
- "Elastic Modulus, Wel (cm3)": 1180.0,
- "Plastic Modulus, Wpl (cm3)": 1400.0,
- "Torsional Constant, IT (cm4)": 29500.0,
- "Torsional Constant, Wt (cm3)": 1830.0,
- "Surface Area Per Metre (m2)": 1.14,
- "Surface Area Per Tonne (m2)": 11.0
- },
- "300x300x12.5": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 108.0,
- "Area of Section, A (cm2)": 137.0,
- "Ratio for Local Buckling, c/t": 21.0,
- "Second Moment of Area, I (cm4)": 18300.0,
- "Radius of Gyration, i (cm)": 11.6,
- "Elastic Modulus, Wel (cm3)": 1220.0,
- "Plastic Modulus, Wpl (cm3)": 1450.0,
- "Torsional Constant, IT (cm4)": 30600.0,
- "Torsional Constant, Wt (cm3)": 1890.0,
- "Surface Area Per Metre (m2)": 1.14,
- "Surface Area Per Tonne (m2)": 10.6
- },
- "350x350x6.0": {
- "Is Non-Standard": true,
- "Mass Per Metre (kg/m)": 64.1,
- "Area of Section, A (cm2)": 81.6,
- "Ratio for Local Buckling, c/t": 55.3,
- "Second Moment of Area, I (cm4)": 16000.0,
- "Radius of Gyration, i (cm)": 14.0,
- "Elastic Modulus, Wel (cm3)": 915.0,
- "Plastic Modulus, Wpl (cm3)": 1050.0,
- "Torsional Constant, IT (cm4)": 24700.0,
- "Torsional Constant, Wt (cm3)": 1370.0,
- "Surface Area Per Metre (m2)": 1.38,
- "Surface Area Per Tonne (m2)": 21.5
- },
- "350x350x6.3": {
- "Is Non-Standard": true,
- "Mass Per Metre (kg/m)": 66.9,
- "Area of Section, A (cm2)": 85.2,
- "Ratio for Local Buckling, c/t": 52.6,
- "Second Moment of Area, I (cm4)": 16600.0,
- "Radius of Gyration, i (cm)": 14.0,
- "Elastic Modulus, Wel (cm3)": 951.0,
- "Plastic Modulus, Wpl (cm3)": 1090.0,
- "Torsional Constant, IT (cm4)": 25900.0,
- "Torsional Constant, Wt (cm3)": 1440.0,
- "Surface Area Per Metre (m2)": 1.37,
- "Surface Area Per Tonne (m2)": 20.5
- },
- "350x350x8.0": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 84.2,
- "Area of Section, A (cm2)": 107.0,
- "Ratio for Local Buckling, c/t": 40.8,
- "Second Moment of Area, I (cm4)": 20700.0,
- "Radius of Gyration, i (cm)": 13.9,
- "Elastic Modulus, Wel (cm3)": 1180.0,
- "Plastic Modulus, Wpl (cm3)": 1370.0,
- "Torsional Constant, IT (cm4)": 32600.0,
- "Torsional Constant, Wt (cm3)": 1790.0,
- "Surface Area Per Metre (m2)": 1.37,
- "Surface Area Per Tonne (m2)": 16.3
- },
- "350x350x10.0": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 104.0,
- "Area of Section, A (cm2)": 133.0,
- "Ratio for Local Buckling, c/t": 32.0,
- "Second Moment of Area, I (cm4)": 25200.0,
- "Radius of Gyration, i (cm)": 13.8,
- "Elastic Modulus, Wel (cm3)": 1440.0,
- "Plastic Modulus, Wpl (cm3)": 1680.0,
- "Torsional Constant, IT (cm4)": 40100.0,
- "Torsional Constant, Wt (cm3)": 2180.0,
- "Surface Area Per Metre (m2)": 1.36,
- "Surface Area Per Tonne (m2)": 13.1
- },
- "350x350x12.0": {
- "Is Non-Standard": true,
- "Mass Per Metre (kg/m)": 123.0,
- "Area of Section, A (cm2)": 156.0,
- "Ratio for Local Buckling, c/t": 26.2,
- "Second Moment of Area, I (cm4)": 29100.0,
- "Radius of Gyration, i (cm)": 13.6,
- "Elastic Modulus, Wel (cm3)": 1660.0,
- "Plastic Modulus, Wpl (cm3)": 1950.0,
- "Torsional Constant, IT (cm4)": 47600.0,
- "Torsional Constant, Wt (cm3)": 2550.0,
- "Surface Area Per Metre (m2)": 1.34,
- "Surface Area Per Tonne (m2)": 10.9
- },
- "350x350x12.5": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 127.0,
- "Area of Section, A (cm2)": 162.0,
- "Ratio for Local Buckling, c/t": 25.0,
- "Second Moment of Area, I (cm4)": 30000.0,
- "Radius of Gyration, i (cm)": 13.6,
- "Elastic Modulus, Wel (cm3)": 1720.0,
- "Plastic Modulus, Wpl (cm3)": 2020.0,
- "Torsional Constant, IT (cm4)": 49400.0,
- "Torsional Constant, Wt (cm3)": 2640.0,
- "Surface Area Per Metre (m2)": 1.34,
- "Surface Area Per Tonne (m2)": 10.6
- },
- "400x400x6.0": {
- "Is Non-Standard": true,
- "Mass Per Metre (kg/m)": 73.5,
- "Area of Section, A (cm2)": 93.6,
- "Ratio for Local Buckling, c/t": 63.7,
- "Second Moment of Area, I (cm4)": 24100.0,
- "Radius of Gyration, i (cm)": 16.0,
- "Elastic Modulus, Wel (cm3)": 1200.0,
- "Plastic Modulus, Wpl (cm3)": 1380.0,
- "Torsional Constant, IT (cm4)": 37000.0,
- "Torsional Constant, Wt (cm3)": 1810.0,
- "Surface Area Per Metre (m2)": 1.58,
- "Surface Area Per Tonne (m2)": 21.5
- },
- "400x400x6.3": {
- "Is Non-Standard": true,
- "Mass Per Metre (kg/m)": 76.8,
- "Area of Section, A (cm2)": 97.8,
- "Ratio for Local Buckling, c/t": 60.5,
- "Second Moment of Area, I (cm4)": 25100.0,
- "Radius of Gyration, i (cm)": 16.0,
- "Elastic Modulus, Wel (cm3)": 1260.0,
- "Plastic Modulus, Wpl (cm3)": 1440.0,
- "Torsional Constant, IT (cm4)": 38900.0,
- "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,
- "Surface Area Per Metre (m2)": 1.56,
- "Surface Area Per Tonne (m2)": 13.0
- },
- "400x400x12.0": {
- "Is Non-Standard": true,
- "Mass Per Metre (kg/m)": 141.0,
- "Area of Section, A (cm2)": 180.0,
- "Ratio for Local Buckling, c/t": 30.3,
- "Second Moment of Area, I (cm4)": 44300.0,
- "Radius of Gyration, i (cm)": 15.7,
- "Elastic Modulus, Wel (cm3)": 2220.0,
- "Plastic Modulus, Wpl (cm3)": 2590.0,
- "Torsional Constant, IT (cm4)": 71800.0,
- "Torsional Constant, Wt (cm3)": 3400.0,
- "Surface Area Per Metre (m2)": 1.54,
- "Surface Area Per Tonne (m2)": 10.9
- },
- "400x400x12.5": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 147.0,
- "Area of Section, A (cm2)": 187.0,
- "Ratio for Local Buckling, c/t": 29.0,
- "Second Moment of Area, I (cm4)": 45900.0,
- "Radius of Gyration, i (cm)": 15.7,
- "Elastic Modulus, Wel (cm3)": 2290.0,
- "Plastic Modulus, Wpl (cm3)": 2680.0,
- "Torsional Constant, IT (cm4)": 74600.0,
- "Torsional Constant, Wt (cm3)": 3520.0,
- "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/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,
- "Root Radius, r1 (mm)": 18.0,
- "Toe Radius, r2 (mm)": 9.0,
- "Distance to Centroid, c (cm)": 5.68,
- "Second Moment of Area, Y-Y & Z-Z (cm4)": 2850.0,
- "Second Moment of Area, U-U (cm4)": 4530.0,
- "Second Moment of Area, V-V (cm4)": 1170.0,
- "Radius of Gyration, Y-Y & Z-Z (cm)": 6.11,
- "Radius of Gyration, U-U (cm)": 7.7,
- "Radius of Gyration, V-V (cm)": 3.92,
- "Elastic Modulus, Y-Y & Z-Z (cm3)": 199.0,
- "Torsional Constant, IT (cm4)": 107.0,
- "Equivalent Slenderness Coefficient, \u03d5a": 3.05,
- "Area of Section, A (cm2)": 76.3
- },
- "200x200x18.0": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 54.3,
- "Root Radius, r1 (mm)": 18.0,
- "Toe Radius, r2 (mm)": 9.0,
- "Distance to Centroid, c (cm)": 5.6,
- "Second Moment of Area, Y-Y & Z-Z (cm4)": 2600.0,
- "Second Moment of Area, U-U (cm4)": 4150.0,
- "Second Moment of Area, V-V (cm4)": 1050.0,
- "Radius of Gyration, Y-Y & Z-Z (cm)": 6.13,
- "Radius of Gyration, U-U (cm)": 7.75,
- "Radius of Gyration, V-V (cm)": 3.9,
- "Elastic Modulus, Y-Y & Z-Z (cm3)": 181.0,
- "Torsional Constant, IT (cm4)": 78.9,
- "Equivalent Slenderness Coefficient, \u03d5a": 3.43,
- "Area of Section, A (cm2)": 69.1
- },
- "200x200x16.0": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 48.5,
- "Root Radius, r1 (mm)": 18.0,
- "Toe Radius, r2 (mm)": 9.0,
- "Distance to Centroid, c (cm)": 5.52,
- "Second Moment of Area, Y-Y & Z-Z (cm4)": 2340.0,
- "Second Moment of Area, U-U (cm4)": 3720.0,
- "Second Moment of Area, V-V (cm4)": 960.0,
- "Radius of Gyration, Y-Y & Z-Z (cm)": 6.16,
- "Radius of Gyration, U-U (cm)": 7.76,
- "Radius of Gyration, V-V (cm)": 3.94,
- "Elastic Modulus, Y-Y & Z-Z (cm3)": 162.0,
- "Torsional Constant, IT (cm4)": 56.1,
- "Equivalent Slenderness Coefficient, \u03d5a": 3.85,
- "Area of Section, A (cm2)": 61.8
- },
- "150x150x18.0": {
- "Is Non-Standard": true,
- "Mass Per Metre (kg/m)": 40.1,
- "Root Radius, r1 (mm)": 16.0,
- "Toe Radius, r2 (mm)": 8.0,
- "Distance to Centroid, c (cm)": 4.38,
- "Second Moment of Area, Y-Y & Z-Z (cm4)": 1060.0,
- "Second Moment of Area, U-U (cm4)": 1680.0,
- "Second Moment of Area, V-V (cm4)": 440.0,
- "Radius of Gyration, Y-Y & Z-Z (cm)": 4.55,
- "Radius of Gyration, U-U (cm)": 5.73,
- "Radius of Gyration, V-V (cm)": 2.93,
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- "Second Moment of Area, U-U (cm4)": 395.0,
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- "Second Moment of Area, U-U (cm4)": 328.0,
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- "Second Moment of Area, U-U (cm4)": 280.0,
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- "Second Moment of Area, U-U (cm4)": 230.0,
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- "Second Moment of Area, U-U (cm4)": 235.0,
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- "Radius of Gyration, U-U (cm)": 3.4,
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- "Second Moment of Area, U-U (cm4)": 201.0,
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- "Radius of Gyration, U-U (cm)": 3.42,
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- "Second Moment of Area, U-U (cm4)": 166.0,
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- "Radius of Gyration, U-U (cm)": 3.45,
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- "Second Moment of Area, Y-Y & Z-Z (cm4)": 92.6,
- "Second Moment of Area, U-U (cm4)": 147.0,
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- "Second Moment of Area, U-U (cm4)": 139.0,
- "Second Moment of Area, V-V (cm4)": 36.4,
- "Radius of Gyration, Y-Y & Z-Z (cm)": 2.41,
- "Radius of Gyration, U-U (cm)": 3.03,
- "Radius of Gyration, V-V (cm)": 1.55,
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- "Torsional Constant, IT (cm4)": 5.45,
- "Equivalent Slenderness Coefficient, \u03d5a": 2.33,
- "Area of Section, A (cm2)": 15.1
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- "Distance to Centroid, c (cm)": 2.26,
- "Second Moment of Area, Y-Y & Z-Z (cm4)": 72.2,
- "Second Moment of Area, U-U (cm4)": 115.0,
- "Second Moment of Area, V-V (cm4)": 29.9,
- "Radius of Gyration, Y-Y & Z-Z (cm)": 2.43,
- "Radius of Gyration, U-U (cm)": 3.06,
- "Radius of Gyration, V-V (cm)": 1.56,
- "Elastic Modulus, Y-Y & Z-Z (cm3)": 12.6,
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- "Area of Section, A (cm2)": 12.3
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- "Second Moment of Area, Y-Y & Z-Z (cm4)": 59.1,
- "Second Moment of Area, U-U (cm4)": 93.8,
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- "Radius of Gyration, U-U (cm)": 2.86,
- "Radius of Gyration, V-V (cm)": 1.46,
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- "Equivalent Slenderness Coefficient, \u03d5a": 2.76,
- "Area of Section, A (cm2)": 11.4
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- "Second Moment of Area, U-U (cm4)": 72.7,
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- "Second Moment of Area, U-U (cm4)": 67.1,
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- "Radius of Gyration, U-U (cm)": 2.67,
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- "Area of Section, A (cm2)": 9.4
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- "Radius of Gyration, U-U (cm)": 2.68,
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- "Radius of Gyration, U-U (cm)": 2.47,
- "Radius of Gyration, V-V (cm)": 1.26,
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- "Equivalent Slenderness Coefficient, \u03d5a": 2.67,
- "Area of Section, A (cm2)": 8.73
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- "Second Moment of Area, U-U (cm4)": 46.1,
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- "Radius of Gyration, U-U (cm)": 2.26,
- "Radius of Gyration, V-V (cm)": 1.16,
- "Elastic Modulus, Y-Y & Z-Z (cm3)": 6.89,
- "Torsional Constant, IT (cm4)": 2.09,
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- "Area of Section, A (cm2)": 9.03
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- "Second Moment of Area, U-U (cm4)": 36.1,
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- "Radius of Gyration, U-U (cm)": 2.29,
- "Radius of Gyration, V-V (cm)": 1.17,
- "Elastic Modulus, Y-Y & Z-Z (cm3)": 5.29,
- "Torsional Constant, IT (cm4)": 0.922,
- "Equivalent Slenderness Coefficient, \u03d5a": 2.9,
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- "Second Moment of Area, U-U (cm4)": 30.7,
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- "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,
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- "Equivalent Slenderness Coefficient, \u03d5a": 3.48,
- "Area of Section, A (cm2)": 5.82
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- "Toe Radius, r2 (mm)": 3.5,
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- "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,
- "Torsional Constant, Wt (cm3)": 2.2,
- "Surface Area Per Metre (m2)": 0.085,
- "Surface Area Per Tonne (m2)": 54.5
- },
- "26.9x2.9": {
- "Is Non-Standard": true,
- "Mass Per Metre (kg/m)": 1.72,
- "Area of Section, A (cm2)": 2.19,
- "Ratio for Local Buckling, d/t": 9.28,
- "Second Moment of Area, I (cm4)": 1.6,
- "Radius of Gyration, i (cm)": 0.855,
- "Elastic Modulus, Wel (cm3)": 1.19,
- "Plastic Modulus, Wpl (cm3)": 1.68,
- "Torsional Constant, IT (cm4)": 3.19,
- "Torsional Constant, Wt (cm3)": 2.38,
- "Surface Area Per Metre (m2)": 0.085,
- "Surface Area Per Tonne (m2)": 49.4
- },
- "26.9x3.2": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 1.87,
- "Area of Section, A (cm2)": 2.38,
- "Ratio for Local Buckling, d/t": 8.41,
- "Second Moment of Area, I (cm4)": 1.7,
- "Radius of Gyration, i (cm)": 0.846,
- "Elastic Modulus, Wel (cm3)": 1.27,
- "Plastic Modulus, Wpl (cm3)": 1.81,
- "Torsional Constant, IT (cm4)": 3.41,
- "Torsional Constant, Wt (cm3)": 2.53,
- "Surface Area Per Metre (m2)": 0.085,
- "Surface Area Per Tonne (m2)": 45.5
- },
- "26.9x3.6": {
- "Is Non-Standard": true,
- "Mass Per Metre (kg/m)": 2.07,
- "Area of Section, A (cm2)": 2.64,
- "Ratio for Local Buckling, d/t": 7.47,
- "Second Moment of Area, I (cm4)": 1.83,
- "Radius of Gyration, i (cm)": 0.834,
- "Elastic Modulus, Wel (cm3)": 1.36,
- "Plastic Modulus, Wpl (cm3)": 1.97,
- "Torsional Constant, IT (cm4)": 3.66,
- "Torsional Constant, Wt (cm3)": 2.72,
- "Surface Area Per Metre (m2)": 0.085,
- "Surface Area Per Tonne (m2)": 41.1
- },
- "33.7x2.6": {
- "Is Non-Standard": true,
- "Mass Per Metre (kg/m)": 1.99,
- "Area of Section, A (cm2)": 2.54,
- "Ratio for Local Buckling, d/t": 13.0,
- "Second Moment of Area, I (cm4)": 3.09,
- "Radius of Gyration, i (cm)": 1.1,
- "Elastic Modulus, Wel (cm3)": 1.84,
- "Plastic Modulus, Wpl (cm3)": 2.52,
- "Torsional Constant, IT (cm4)": 6.19,
- "Torsional Constant, Wt (cm3)": 3.67,
- "Surface Area Per Metre (m2)": 0.106,
- "Surface Area Per Tonne (m2)": 53.3
- },
- "33.7x2.9": {
- "Is Non-Standard": true,
- "Mass Per Metre (kg/m)": 2.2,
- "Area of Section, A (cm2)": 2.81,
- "Ratio for Local Buckling, d/t": 11.6,
- "Second Moment of Area, I (cm4)": 3.36,
- "Radius of Gyration, i (cm)": 1.09,
- "Elastic Modulus, Wel (cm3)": 1.99,
- "Plastic Modulus, Wpl (cm3)": 2.76,
- "Torsional Constant, IT (cm4)": 6.71,
- "Torsional Constant, Wt (cm3)": 3.98,
- "Surface Area Per Metre (m2)": 0.106,
- "Surface Area Per Tonne (m2)": 48.2
- },
- "33.7x3.2": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 2.41,
- "Area of Section, A (cm2)": 3.07,
- "Ratio for Local Buckling, d/t": 10.5,
- "Second Moment of Area, I (cm4)": 3.6,
- "Radius of Gyration, i (cm)": 1.08,
- "Elastic Modulus, Wel (cm3)": 2.14,
- "Plastic Modulus, Wpl (cm3)": 2.99,
- "Torsional Constant, IT (cm4)": 7.21,
- "Torsional Constant, Wt (cm3)": 4.28,
- "Surface Area Per Metre (m2)": 0.106,
- "Surface Area Per Tonne (m2)": 44.0
- },
- "33.7x3.6": {
- "Is Non-Standard": true,
- "Mass Per Metre (kg/m)": 2.67,
- "Area of Section, A (cm2)": 3.4,
- "Ratio for Local Buckling, d/t": 9.36,
- "Second Moment of Area, I (cm4)": 3.91,
- "Radius of Gyration, i (cm)": 1.07,
- "Elastic Modulus, Wel (cm3)": 2.32,
- "Plastic Modulus, Wpl (cm3)": 3.28,
- "Torsional Constant, IT (cm4)": 7.82,
- "Torsional Constant, Wt (cm3)": 4.64,
- "Surface Area Per Metre (m2)": 0.106,
- "Surface Area Per Tonne (m2)": 39.7
- },
- "33.7x4.0": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 2.93,
- "Area of Section, A (cm2)": 3.73,
- "Ratio for Local Buckling, d/t": 8.43,
- "Second Moment of Area, I (cm4)": 4.19,
- "Radius of Gyration, i (cm)": 1.06,
- "Elastic Modulus, Wel (cm3)": 2.49,
- "Plastic Modulus, Wpl (cm3)": 3.55,
- "Torsional Constant, IT (cm4)": 8.38,
- "Torsional Constant, Wt (cm3)": 4.97,
- "Surface Area Per Metre (m2)": 0.106,
- "Surface Area Per Tonne (m2)": 36.2
- },
- "33.7x4.5": {
- "Is Non-Standard": true,
- "Mass Per Metre (kg/m)": 3.24,
- "Area of Section, A (cm2)": 4.13,
- "Ratio for Local Buckling, d/t": 7.49,
- "Second Moment of Area, I (cm4)": 4.5,
- "Radius of Gyration, i (cm)": 1.04,
- "Elastic Modulus, Wel (cm3)": 2.67,
- "Plastic Modulus, Wpl (cm3)": 3.87,
- "Torsional Constant, IT (cm4)": 9.01,
- "Torsional Constant, Wt (cm3)": 5.35,
- "Surface Area Per Metre (m2)": 0.106,
- "Surface Area Per Tonne (m2)": 32.7
- },
- "42.4x2.6": {
- "Is Non-Standard": true,
- "Mass Per Metre (kg/m)": 2.55,
- "Area of Section, A (cm2)": 3.25,
- "Ratio for Local Buckling, d/t": 16.3,
- "Second Moment of Area, I (cm4)": 6.46,
- "Radius of Gyration, i (cm)": 1.41,
- "Elastic Modulus, Wel (cm3)": 3.05,
- "Plastic Modulus, Wpl (cm3)": 4.12,
- "Torsional Constant, IT (cm4)": 12.9,
- "Torsional Constant, Wt (cm3)": 6.1,
- "Surface Area Per Metre (m2)": 0.133,
- "Surface Area Per Tonne (m2)": 52.2
- },
- "42.4x2.9": {
- "Is Non-Standard": true,
- "Mass Per Metre (kg/m)": 2.82,
- "Area of Section, A (cm2)": 3.6,
- "Ratio for Local Buckling, d/t": 14.6,
- "Second Moment of Area, I (cm4)": 7.06,
- "Radius of Gyration, i (cm)": 1.4,
- "Elastic Modulus, Wel (cm3)": 3.33,
- "Plastic Modulus, Wpl (cm3)": 4.53,
- "Torsional Constant, IT (cm4)": 14.1,
- "Torsional Constant, Wt (cm3)": 6.66,
- "Surface Area Per Metre (m2)": 0.133,
- "Surface Area Per Tonne (m2)": 47.2
- },
- "42.4x3.2": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 3.09,
- "Area of Section, A (cm2)": 3.94,
- "Ratio for Local Buckling, d/t": 13.3,
- "Second Moment of Area, I (cm4)": 7.62,
- "Radius of Gyration, i (cm)": 1.39,
- "Elastic Modulus, Wel (cm3)": 3.59,
- "Plastic Modulus, Wpl (cm3)": 4.93,
- "Torsional Constant, IT (cm4)": 15.2,
- "Torsional Constant, Wt (cm3)": 7.19,
- "Surface Area Per Metre (m2)": 0.133,
- "Surface Area Per Tonne (m2)": 43.0
- },
- "42.4x3.6": {
- "Is Non-Standard": true,
- "Mass Per Metre (kg/m)": 3.44,
- "Area of Section, A (cm2)": 4.39,
- "Ratio for Local Buckling, d/t": 11.8,
- "Second Moment of Area, I (cm4)": 8.33,
- "Radius of Gyration, i (cm)": 1.38,
- "Elastic Modulus, Wel (cm3)": 3.93,
- "Plastic Modulus, Wpl (cm3)": 5.44,
- "Torsional Constant, IT (cm4)": 16.7,
- "Torsional Constant, Wt (cm3)": 7.86,
- "Surface Area Per Metre (m2)": 0.133,
- "Surface Area Per Tonne (m2)": 38.7
- },
- "42.4x4.0": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 3.79,
- "Area of Section, A (cm2)": 4.83,
- "Ratio for Local Buckling, d/t": 10.6,
- "Second Moment of Area, I (cm4)": 8.99,
- "Radius of Gyration, i (cm)": 1.36,
- "Elastic Modulus, Wel (cm3)": 4.24,
- "Plastic Modulus, Wpl (cm3)": 5.92,
- "Torsional Constant, IT (cm4)": 18.0,
- "Torsional Constant, Wt (cm3)": 8.48,
- "Surface Area Per Metre (m2)": 0.133,
- "Surface Area Per Tonne (m2)": 35.1
- },
- "42.4x4.5": {
- "Is Non-Standard": true,
- "Mass Per Metre (kg/m)": 4.21,
- "Area of Section, A (cm2)": 5.36,
- "Ratio for Local Buckling, d/t": 9.42,
- "Second Moment of Area, I (cm4)": 9.76,
- "Radius of Gyration, i (cm)": 1.35,
- "Elastic Modulus, Wel (cm3)": 4.6,
- "Plastic Modulus, Wpl (cm3)": 6.49,
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- "Torsional Constant, Wt (cm3)": 9.2,
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- "Mass Per Metre (kg/m)": 110.0,
- "Area of Section, A (cm2)": 140.0,
- "Ratio for Local Buckling, d/t": 45.7,
- "Second Moment of Area, I (cm4)": 35100.0,
- "Radius of Gyration, i (cm)": 15.8,
- "Elastic Modulus, Wel (cm3)": 1540.0,
- "Plastic Modulus, Wpl (cm3)": 2000.0,
- "Torsional Constant, IT (cm4)": 70200.0,
- "Torsional Constant, Wt (cm3)": 3070.0,
- "Surface Area Per Metre (m2)": 1.44,
- "Surface Area Per Tonne (m2)": 13.1
- },
- "457.0x11.0": {
- "Is Non-Standard": true,
- "Mass Per Metre (kg/m)": 121.0,
- "Area of Section, A (cm2)": 154.0,
- "Ratio for Local Buckling, d/t": 41.5,
- "Second Moment of Area, I (cm4)": 38300.0,
- "Radius of Gyration, i (cm)": 15.8,
- "Elastic Modulus, Wel (cm3)": 1680.0,
- "Plastic Modulus, Wpl (cm3)": 2190.0,
- "Torsional Constant, IT (cm4)": 76700.0,
- "Torsional Constant, Wt (cm3)": 3360.0,
- "Surface Area Per Metre (m2)": 1.44,
- "Surface Area Per Tonne (m2)": 11.9
- },
- "457.0x12.5": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 137.0,
- "Area of Section, A (cm2)": 175.0,
- "Ratio for Local Buckling, d/t": 36.6,
- "Second Moment of Area, I (cm4)": 43100.0,
- "Radius of Gyration, i (cm)": 15.7,
- "Elastic Modulus, Wel (cm3)": 1890.0,
- "Plastic Modulus, Wpl (cm3)": 2470.0,
- "Torsional Constant, IT (cm4)": 86300.0,
- "Torsional Constant, Wt (cm3)": 3780.0,
- "Surface Area Per Metre (m2)": 1.44,
- "Surface Area Per Tonne (m2)": 10.5
- },
- "457.0x14.2": {
- "Is Non-Standard": true,
- "Mass Per Metre (kg/m)": 155.0,
- "Area of Section, A (cm2)": 198.0,
- "Ratio for Local Buckling, d/t": 32.2,
- "Second Moment of Area, I (cm4)": 48500.0,
- "Radius of Gyration, i (cm)": 15.7,
- "Elastic Modulus, Wel (cm3)": 2120.0,
- "Plastic Modulus, Wpl (cm3)": 2780.0,
- "Torsional Constant, IT (cm4)": 96900.0,
- "Torsional Constant, Wt (cm3)": 4240.0,
- "Surface Area Per Metre (m2)": 1.44,
- "Surface Area Per Tonne (m2)": 9.29
- },
- "457.0x16.0": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 174.0,
- "Area of Section, A (cm2)": 222.0,
- "Ratio for Local Buckling, d/t": 28.6,
- "Second Moment of Area, I (cm4)": 54000.0,
- "Radius of Gyration, i (cm)": 15.6,
- "Elastic Modulus, Wel (cm3)": 2360.0,
- "Plastic Modulus, Wpl (cm3)": 3110.0,
- "Torsional Constant, IT (cm4)": 108000.0,
- "Torsional Constant, Wt (cm3)": 4720.0,
- "Surface Area Per Metre (m2)": 1.44,
- "Surface Area Per Tonne (m2)": 8.28
- },
- "508.0x10.0": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 123.0,
- "Area of Section, A (cm2)": 156.0,
- "Ratio for Local Buckling, d/t": 50.8,
- "Second Moment of Area, I (cm4)": 48500.0,
- "Radius of Gyration, i (cm)": 17.6,
- "Elastic Modulus, Wel (cm3)": 1910.0,
- "Plastic Modulus, Wpl (cm3)": 2480.0,
- "Torsional Constant, IT (cm4)": 97000.0,
- "Torsional Constant, Wt (cm3)": 3820.0,
- "Surface Area Per Metre (m2)": 1.6,
- "Surface Area Per Tonne (m2)": 13.0
- },
- "508.0x11.0": {
- "Is Non-Standard": true,
- "Mass Per Metre (kg/m)": 135.0,
- "Area of Section, A (cm2)": 172.0,
- "Ratio for Local Buckling, d/t": 46.2,
- "Second Moment of Area, I (cm4)": 53100.0,
- "Radius of Gyration, i (cm)": 17.6,
- "Elastic Modulus, Wel (cm3)": 2090.0,
- "Plastic Modulus, Wpl (cm3)": 2720.0,
- "Torsional Constant, IT (cm4)": 106000.0,
- "Torsional Constant, Wt (cm3)": 4180.0,
- "Surface Area Per Metre (m2)": 1.6,
- "Surface Area Per Tonne (m2)": 11.9
- },
- "508.0x12.5": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 153.0,
- "Area of Section, A (cm2)": 195.0,
- "Ratio for Local Buckling, d/t": 40.6,
- "Second Moment of Area, I (cm4)": 59800.0,
- "Radius of Gyration, i (cm)": 17.5,
- "Elastic Modulus, Wel (cm3)": 2350.0,
- "Plastic Modulus, Wpl (cm3)": 3070.0,
- "Torsional Constant, IT (cm4)": 120000.0,
- "Torsional Constant, Wt (cm3)": 4700.0,
- "Surface Area Per Metre (m2)": 1.6,
- "Surface Area Per Tonne (m2)": 10.5
- },
- "508.0x14.2": {
- "Is Non-Standard": true,
- "Mass Per Metre (kg/m)": 173.0,
- "Area of Section, A (cm2)": 220.0,
- "Ratio for Local Buckling, d/t": 35.8,
- "Second Moment of Area, I (cm4)": 67200.0,
- "Radius of Gyration, i (cm)": 17.5,
- "Elastic Modulus, Wel (cm3)": 2650.0,
- "Plastic Modulus, Wpl (cm3)": 3460.0,
- "Torsional Constant, IT (cm4)": 134000.0,
- "Torsional Constant, Wt (cm3)": 5290.0,
- "Surface Area Per Metre (m2)": 1.6,
- "Surface Area Per Tonne (m2)": 9.25
- },
- "508.0x16.0": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 194.0,
- "Area of Section, A (cm2)": 247.0,
- "Ratio for Local Buckling, d/t": 31.8,
- "Second Moment of Area, I (cm4)": 74900.0,
- "Radius of Gyration, i (cm)": 17.4,
- "Elastic Modulus, Wel (cm3)": 2950.0,
- "Plastic Modulus, Wpl (cm3)": 3870.0,
- "Torsional Constant, IT (cm4)": 150000.0,
- "Torsional Constant, Wt (cm3)": 5900.0,
- "Surface Area Per Metre (m2)": 1.6,
- "Surface Area Per Tonne (m2)": 8.25
- }
-}
\ No newline at end of file
diff --git a/pkg/bluebook/.d/properties/hf-ehs.json b/pkg/bluebook/.d/properties/hf-ehs.json
deleted file mode 100644
index cf0c0aa..0000000
--- a/pkg/bluebook/.d/properties/hf-ehs.json
+++ /dev/null
@@ -1,444 +0,0 @@
-{
- "150x75x4.0": {
- "Is Non-Standard": true,
- "Mass Per Metre (kg/m)": 10.7,
- "Area of Section, A (cm2)": 13.6,
- "Second Moment of Area, Y-Y (cm4)": 301.0,
- "Second Moment of Area, Z-Z (cm4)": 101.0,
- "Radius of Gyration, Y-Y (cm)": 4.7,
- "Radius of Gyration, Z-Z (cm)": 2.72,
- "Elastic Modulus, Y-Y (cm3)": 40.1,
- "Elastic Modulus, Z-Z (cm3)": 26.9,
- "Plastic Modulus, Y-Y (cm3)": 56.1,
- "Plastic Modulus, Z-Z (cm3)": 34.4,
- "Torsional Constant, IT (cm4)": 303.0,
- "Torsional Constant, Wt (cm3)": 60.1,
- "Surface Area Per Metre (m2)": 0.363,
- "Surface Area Per Tonne (m2)": 33.9
- },
- "150x75x5.0": {
- "Is Non-Standard": true,
- "Mass Per Metre (kg/m)": 13.3,
- "Area of Section, A (cm2)": 16.9,
- "Second Moment of Area, Y-Y (cm4)": 367.0,
- "Second Moment of Area, Z-Z (cm4)": 122.0,
- "Radius of Gyration, Y-Y (cm)": 4.66,
- "Radius of Gyration, Z-Z (cm)": 2.69,
- "Elastic Modulus, Y-Y (cm3)": 48.9,
- "Elastic Modulus, Z-Z (cm3)": 32.5,
- "Plastic Modulus, Y-Y (cm3)": 68.9,
- "Plastic Modulus, Z-Z (cm3)": 42.0,
- "Torsional Constant, IT (cm4)": 367.0,
- "Torsional Constant, Wt (cm3)": 72.2,
- "Surface Area Per Metre (m2)": 0.363,
- "Surface Area Per Tonne (m2)": 27.3
- },
- "150x75x6.3": {
- "Is Non-Standard": true,
- "Mass Per Metre (kg/m)": 16.5,
- "Area of Section, A (cm2)": 21.0,
- "Second Moment of Area, Y-Y (cm4)": 448.0,
- "Second Moment of Area, Z-Z (cm4)": 147.0,
- "Radius of Gyration, Y-Y (cm)": 4.62,
- "Radius of Gyration, Z-Z (cm)": 2.64,
- "Elastic Modulus, Y-Y (cm3)": 59.7,
- "Elastic Modulus, Z-Z (cm3)": 39.1,
- "Plastic Modulus, Y-Y (cm3)": 84.9,
- "Plastic Modulus, Z-Z (cm3)": 51.5,
- "Torsional Constant, IT (cm4)": 443.0,
- "Torsional Constant, Wt (cm3)": 86.3,
- "Surface Area Per Metre (m2)": 0.363,
- "Surface Area Per Tonne (m2)": 22.0
- },
- "200x100x5.0": {
- "Is Non-Standard": true,
- "Mass Per Metre (kg/m)": 17.9,
- "Area of Section, A (cm2)": 22.8,
- "Second Moment of Area, Y-Y (cm4)": 897.0,
- "Second Moment of Area, Z-Z (cm4)": 302.0,
- "Radius of Gyration, Y-Y (cm)": 6.27,
- "Radius of Gyration, Z-Z (cm)": 3.64,
- "Elastic Modulus, Y-Y (cm3)": 89.7,
- "Elastic Modulus, Z-Z (cm3)": 60.4,
- "Plastic Modulus, Y-Y (cm3)": 125.0,
- "Plastic Modulus, Z-Z (cm3)": 76.8,
- "Torsional Constant, IT (cm4)": 905.0,
- "Torsional Constant, Wt (cm3)": 135.0,
- "Surface Area Per Metre (m2)": 0.484,
- "Surface Area Per Tonne (m2)": 27.0
- },
- "200x100x6.3": {
- "Is Non-Standard": true,
- "Mass Per Metre (kg/m)": 22.3,
- "Area of Section, A (cm2)": 28.4,
- "Second Moment of Area, Y-Y (cm4)": 1100.0,
- "Second Moment of Area, Z-Z (cm4)": 368.0,
- "Radius of Gyration, Y-Y (cm)": 6.23,
- "Radius of Gyration, Z-Z (cm)": 3.6,
- "Elastic Modulus, Y-Y (cm3)": 110.0,
- "Elastic Modulus, Z-Z (cm3)": 73.5,
- "Plastic Modulus, Y-Y (cm3)": 155.0,
- "Plastic Modulus, Z-Z (cm3)": 94.7,
- "Torsional Constant, IT (cm4)": 1100.0,
- "Torsional Constant, Wt (cm3)": 163.0,
- "Surface Area Per Metre (m2)": 0.484,
- "Surface Area Per Tonne (m2)": 21.7
- },
- "200x100x8.0": {
- "Is Non-Standard": true,
- "Mass Per Metre (kg/m)": 28.0,
- "Area of Section, A (cm2)": 35.7,
- "Second Moment of Area, Y-Y (cm4)": 1360.0,
- "Second Moment of Area, Z-Z (cm4)": 446.0,
- "Radius of Gyration, Y-Y (cm)": 6.17,
- "Radius of Gyration, Z-Z (cm)": 3.54,
- "Elastic Modulus, Y-Y (cm3)": 136.0,
- "Elastic Modulus, Z-Z (cm3)": 89.3,
- "Plastic Modulus, Y-Y (cm3)": 193.0,
- "Plastic Modulus, Z-Z (cm3)": 117.0,
- "Torsional Constant, IT (cm4)": 1350.0,
- "Torsional Constant, Wt (cm3)": 197.0,
- "Surface Area Per Metre (m2)": 0.484,
- "Surface Area Per Tonne (m2)": 17.3
- },
- "200x100x10.0": {
- "Is Non-Standard": true,
- "Mass Per Metre (kg/m)": 34.5,
- "Area of Section, A (cm2)": 44.0,
- "Second Moment of Area, Y-Y (cm4)": 1640.0,
- "Second Moment of Area, Z-Z (cm4)": 529.0,
- "Radius of Gyration, Y-Y (cm)": 6.1,
- "Radius of Gyration, Z-Z (cm)": 3.47,
- "Elastic Modulus, Y-Y (cm3)": 164.0,
- "Elastic Modulus, Z-Z (cm3)": 106.0,
- "Plastic Modulus, Y-Y (cm3)": 235.0,
- "Plastic Modulus, Z-Z (cm3)": 141.0,
- "Torsional Constant, IT (cm4)": 1610.0,
- "Torsional Constant, Wt (cm3)": 232.0,
- "Surface Area Per Metre (m2)": 0.484,
- "Surface Area Per Tonne (m2)": 14.0
- },
- "200x100x12.5": {
- "Is Non-Standard": true,
- "Mass Per Metre (kg/m)": 42.4,
- "Area of Section, A (cm2)": 54.0,
- "Second Moment of Area, Y-Y (cm4)": 1950.0,
- "Second Moment of Area, Z-Z (cm4)": 619.0,
- "Radius of Gyration, Y-Y (cm)": 6.02,
- "Radius of Gyration, Z-Z (cm)": 3.39,
- "Elastic Modulus, Y-Y (cm3)": 195.0,
- "Elastic Modulus, Z-Z (cm3)": 124.0,
- "Plastic Modulus, Y-Y (cm3)": 284.0,
- "Plastic Modulus, Z-Z (cm3)": 169.0,
- "Torsional Constant, IT (cm4)": 1890.0,
- "Torsional Constant, Wt (cm3)": 269.0,
- "Surface Area Per Metre (m2)": 0.484,
- "Surface Area Per Tonne (m2)": 11.4
- },
- "250x125x6.3": {
- "Is Non-Standard": true,
- "Mass Per Metre (kg/m)": 28.2,
- "Area of Section, A (cm2)": 35.9,
- "Second Moment of Area, Y-Y (cm4)": 2210.0,
- "Second Moment of Area, Z-Z (cm4)": 742.0,
- "Radius of Gyration, Y-Y (cm)": 7.84,
- "Radius of Gyration, Z-Z (cm)": 4.55,
- "Elastic Modulus, Y-Y (cm3)": 176.0,
- "Elastic Modulus, Z-Z (cm3)": 119.0,
- "Plastic Modulus, Y-Y (cm3)": 246.0,
- "Plastic Modulus, Z-Z (cm3)": 151.0,
- "Torsional Constant, IT (cm4)": 2220.0,
- "Torsional Constant, Wt (cm3)": 265.0,
- "Surface Area Per Metre (m2)": 0.605,
- "Surface Area Per Tonne (m2)": 21.5
- },
- "250x125x8.0": {
- "Is Non-Standard": true,
- "Mass Per Metre (kg/m)": 35.4,
- "Area of Section, A (cm2)": 45.1,
- "Second Moment of Area, Y-Y (cm4)": 2730.0,
- "Second Moment of Area, Z-Z (cm4)": 909.0,
- "Radius of Gyration, Y-Y (cm)": 7.78,
- "Radius of Gyration, Z-Z (cm)": 4.49,
- "Elastic Modulus, Y-Y (cm3)": 219.0,
- "Elastic Modulus, Z-Z (cm3)": 145.0,
- "Plastic Modulus, Y-Y (cm3)": 307.0,
- "Plastic Modulus, Z-Z (cm3)": 188.0,
- "Torsional Constant, IT (cm4)": 2730.0,
- "Torsional Constant, Wt (cm3)": 323.0,
- "Surface Area Per Metre (m2)": 0.605,
- "Surface Area Per Tonne (m2)": 17.1
- },
- "250x125x10.0": {
- "Is Non-Standard": true,
- "Mass Per Metre (kg/m)": 43.8,
- "Area of Section, A (cm2)": 55.8,
- "Second Moment of Area, Y-Y (cm4)": 3320.0,
- "Second Moment of Area, Z-Z (cm4)": 1090.0,
- "Radius of Gyration, Y-Y (cm)": 7.71,
- "Radius of Gyration, Z-Z (cm)": 4.42,
- "Elastic Modulus, Y-Y (cm3)": 265.0,
- "Elastic Modulus, Z-Z (cm3)": 174.0,
- "Plastic Modulus, Y-Y (cm3)": 376.0,
- "Plastic Modulus, Z-Z (cm3)": 228.0,
- "Torsional Constant, IT (cm4)": 3290.0,
- "Torsional Constant, Wt (cm3)": 385.0,
- "Surface Area Per Metre (m2)": 0.605,
- "Surface Area Per Tonne (m2)": 13.8
- },
- "250x125x12.5": {
- "Is Non-Standard": true,
- "Mass Per Metre (kg/m)": 53.9,
- "Area of Section, A (cm2)": 68.7,
- "Second Moment of Area, Y-Y (cm4)": 4000.0,
- "Second Moment of Area, Z-Z (cm4)": 1290.0,
- "Radius of Gyration, Y-Y (cm)": 7.63,
- "Radius of Gyration, Z-Z (cm)": 4.34,
- "Elastic Modulus, Y-Y (cm3)": 320.0,
- "Elastic Modulus, Z-Z (cm3)": 207.0,
- "Plastic Modulus, Y-Y (cm3)": 458.0,
- "Plastic Modulus, Z-Z (cm3)": 276.0,
- "Torsional Constant, IT (cm4)": 3920.0,
- "Torsional Constant, Wt (cm3)": 453.0,
- "Surface Area Per Metre (m2)": 0.605,
- "Surface Area Per Tonne (m2)": 11.2
- },
- "300x150x8.0": {
- "Is Non-Standard": true,
- "Mass Per Metre (kg/m)": 42.8,
- "Area of Section, A (cm2)": 54.5,
- "Second Moment of Area, Y-Y (cm4)": 4810.0,
- "Second Moment of Area, Z-Z (cm4)": 1620.0,
- "Radius of Gyration, Y-Y (cm)": 9.39,
- "Radius of Gyration, Z-Z (cm)": 5.44,
- "Elastic Modulus, Y-Y (cm3)": 321.0,
- "Elastic Modulus, Z-Z (cm3)": 215.0,
- "Plastic Modulus, Y-Y (cm3)": 449.0,
- "Plastic Modulus, Z-Z (cm3)": 275.0,
- "Torsional Constant, IT (cm4)": 4850.0,
- "Torsional Constant, Wt (cm3)": 481.0,
- "Surface Area Per Metre (m2)": 0.726,
- "Surface Area Per Tonne (m2)": 17.0
- },
- "300x150x10.0": {
- "Is Non-Standard": true,
- "Mass Per Metre (kg/m)": 53.0,
- "Area of Section, A (cm2)": 67.5,
- "Second Moment of Area, Y-Y (cm4)": 5870.0,
- "Second Moment of Area, Z-Z (cm4)": 1950.0,
- "Radius of Gyration, Y-Y (cm)": 9.32,
- "Radius of Gyration, Z-Z (cm)": 5.37,
- "Elastic Modulus, Y-Y (cm3)": 391.0,
- "Elastic Modulus, Z-Z (cm3)": 260.0,
- "Plastic Modulus, Y-Y (cm3)": 551.0,
- "Plastic Modulus, Z-Z (cm3)": 336.0,
- "Torsional Constant, IT (cm4)": 5870.0,
- "Torsional Constant, Wt (cm3)": 577.0,
- "Surface Area Per Metre (m2)": 0.726,
- "Surface Area Per Tonne (m2)": 13.7
- },
- "300x150x12.5": {
- "Is Non-Standard": true,
- "Mass Per Metre (kg/m)": 65.5,
- "Area of Section, A (cm2)": 83.4,
- "Second Moment of Area, Y-Y (cm4)": 7120.0,
- "Second Moment of Area, Z-Z (cm4)": 2330.0,
- "Radius of Gyration, Y-Y (cm)": 9.24,
- "Radius of Gyration, Z-Z (cm)": 5.29,
- "Elastic Modulus, Y-Y (cm3)": 475.0,
- "Elastic Modulus, Z-Z (cm3)": 311.0,
- "Plastic Modulus, Y-Y (cm3)": 674.0,
- "Plastic Modulus, Z-Z (cm3)": 409.0,
- "Torsional Constant, IT (cm4)": 7050.0,
- "Torsional Constant, Wt (cm3)": 686.0,
- "Surface Area Per Metre (m2)": 0.726,
- "Surface Area Per Tonne (m2)": 11.1
- },
- "300x150x14.2": {
- "Is Non-Standard": true,
- "Mass Per Metre (kg/m)": 73.8,
- "Area of Section, A (cm2)": 94.0,
- "Second Moment of Area, Y-Y (cm4)": 7920.0,
- "Second Moment of Area, Z-Z (cm4)": 2570.0,
- "Radius of Gyration, Y-Y (cm)": 9.18,
- "Radius of Gyration, Z-Z (cm)": 5.23,
- "Elastic Modulus, Y-Y (cm3)": 528.0,
- "Elastic Modulus, Z-Z (cm3)": 343.0,
- "Plastic Modulus, Y-Y (cm3)": 755.0,
- "Plastic Modulus, Z-Z (cm3)": 456.0,
- "Torsional Constant, IT (cm4)": 7790.0,
- "Torsional Constant, Wt (cm3)": 753.0,
- "Surface Area Per Metre (m2)": 0.726,
- "Surface Area Per Tonne (m2)": 9.84
- },
- "300x150x16.0": {
- "Is Non-Standard": true,
- "Mass Per Metre (kg/m)": 82.5,
- "Area of Section, A (cm2)": 105.0,
- "Second Moment of Area, Y-Y (cm4)": 8730.0,
- "Second Moment of Area, Z-Z (cm4)": 2810.0,
- "Radius of Gyration, Y-Y (cm)": 9.12,
- "Radius of Gyration, Z-Z (cm)": 5.17,
- "Elastic Modulus, Y-Y (cm3)": 582.0,
- "Elastic Modulus, Z-Z (cm3)": 374.0,
- "Plastic Modulus, Y-Y (cm3)": 837.0,
- "Plastic Modulus, Z-Z (cm3)": 503.0,
- "Torsional Constant, IT (cm4)": 8530.0,
- "Torsional Constant, Wt (cm3)": 818.0,
- "Surface Area Per Metre (m2)": 0.726,
- "Surface Area Per Tonne (m2)": 8.8
- },
- "400x200x8.0": {
- "Is Non-Standard": true,
- "Mass Per Metre (kg/m)": 57.6,
- "Area of Section, A (cm2)": 73.4,
- "Second Moment of Area, Y-Y (cm4)": 11700.0,
- "Second Moment of Area, Z-Z (cm4)": 3970.0,
- "Radius of Gyration, Y-Y (cm)": 12.6,
- "Radius of Gyration, Z-Z (cm)": 7.35,
- "Elastic Modulus, Y-Y (cm3)": 584.0,
- "Elastic Modulus, Z-Z (cm3)": 397.0,
- "Plastic Modulus, Y-Y (cm3)": 811.0,
- "Plastic Modulus, Z-Z (cm3)": 500.0,
- "Torsional Constant, IT (cm4)": 11900.0,
- "Torsional Constant, Wt (cm3)": 890.0,
- "Surface Area Per Metre (m2)": 0.969,
- "Surface Area Per Tonne (m2)": 16.8
- },
- "400x200x10.0": {
- "Is Non-Standard": true,
- "Mass Per Metre (kg/m)": 71.5,
- "Area of Section, A (cm2)": 91.1,
- "Second Moment of Area, Y-Y (cm4)": 14300.0,
- "Second Moment of Area, Z-Z (cm4)": 4830.0,
- "Radius of Gyration, Y-Y (cm)": 12.5,
- "Radius of Gyration, Z-Z (cm)": 7.28,
- "Elastic Modulus, Y-Y (cm3)": 717.0,
- "Elastic Modulus, Z-Z (cm3)": 483.0,
- "Plastic Modulus, Y-Y (cm3)": 1000.0,
- "Plastic Modulus, Z-Z (cm3)": 615.0,
- "Torsional Constant, IT (cm4)": 14500.0,
- "Torsional Constant, Wt (cm3)": 1080.0,
- "Surface Area Per Metre (m2)": 0.969,
- "Surface Area Per Tonne (m2)": 13.6
- },
- "400x200x12.5": {
- "Is Non-Standard": true,
- "Mass Per Metre (kg/m)": 88.6,
- "Area of Section, A (cm2)": 113.0,
- "Second Moment of Area, Y-Y (cm4)": 17500.0,
- "Second Moment of Area, Z-Z (cm4)": 5840.0,
- "Radius of Gyration, Y-Y (cm)": 12.5,
- "Radius of Gyration, Z-Z (cm)": 7.19,
- "Elastic Modulus, Y-Y (cm3)": 877.0,
- "Elastic Modulus, Z-Z (cm3)": 584.0,
- "Plastic Modulus, Y-Y (cm3)": 1230.0,
- "Plastic Modulus, Z-Z (cm3)": 753.0,
- "Torsional Constant, IT (cm4)": 17600.0,
- "Torsional Constant, Wt (cm3)": 1300.0,
- "Surface Area Per Metre (m2)": 0.969,
- "Surface Area Per Tonne (m2)": 10.9
- },
- "400x200x14.2": {
- "Is Non-Standard": true,
- "Mass Per Metre (kg/m)": 100.0,
- "Area of Section, A (cm2)": 127.0,
- "Second Moment of Area, Y-Y (cm4)": 19600.0,
- "Second Moment of Area, Z-Z (cm4)": 6490.0,
- "Radius of Gyration, Y-Y (cm)": 12.4,
- "Radius of Gyration, Z-Z (cm)": 7.14,
- "Elastic Modulus, Y-Y (cm3)": 980.0,
- "Elastic Modulus, Z-Z (cm3)": 649.0,
- "Plastic Modulus, Y-Y (cm3)": 1380.0,
- "Plastic Modulus, Z-Z (cm3)": 843.0,
- "Torsional Constant, IT (cm4)": 19500.0,
- "Torsional Constant, Wt (cm3)": 1440.0,
- "Surface Area Per Metre (m2)": 0.969,
- "Surface Area Per Tonne (m2)": 9.69
- },
- "400x200x16.0": {
- "Is Non-Standard": true,
- "Mass Per Metre (kg/m)": 112.0,
- "Area of Section, A (cm2)": 143.0,
- "Second Moment of Area, Y-Y (cm4)": 21700.0,
- "Second Moment of Area, Z-Z (cm4)": 7140.0,
- "Radius of Gyration, Y-Y (cm)": 12.3,
- "Radius of Gyration, Z-Z (cm)": 7.07,
- "Elastic Modulus, Y-Y (cm3)": 1090.0,
- "Elastic Modulus, Z-Z (cm3)": 714.0,
- "Plastic Modulus, Y-Y (cm3)": 1540.0,
- "Plastic Modulus, Z-Z (cm3)": 936.0,
- "Torsional Constant, IT (cm4)": 21600.0,
- "Torsional Constant, Wt (cm3)": 1580.0,
- "Surface Area Per Metre (m2)": 0.969,
- "Surface Area Per Tonne (m2)": 8.65
- },
- "500x250x10.0": {
- "Is Non-Standard": true,
- "Mass Per Metre (kg/m)": 90.0,
- "Area of Section, A (cm2)": 115.0,
- "Second Moment of Area, Y-Y (cm4)": 28500.0,
- "Second Moment of Area, Z-Z (cm4)": 9680.0,
- "Radius of Gyration, Y-Y (cm)": 15.8,
- "Radius of Gyration, Z-Z (cm)": 9.19,
- "Elastic Modulus, Y-Y (cm3)": 1140.0,
- "Elastic Modulus, Z-Z (cm3)": 775.0,
- "Plastic Modulus, Y-Y (cm3)": 1590.0,
- "Plastic Modulus, Z-Z (cm3)": 976.0,
- "Torsional Constant, IT (cm4)": 29000.0,
- "Torsional Constant, Wt (cm3)": 1740.0,
- "Surface Area Per Metre (m2)": 1.21,
- "Surface Area Per Tonne (m2)": 13.4
- },
- "500x250x12.5": {
- "Is Non-Standard": true,
- "Mass Per Metre (kg/m)": 112.0,
- "Area of Section, A (cm2)": 142.0,
- "Second Moment of Area, Y-Y (cm4)": 35000.0,
- "Second Moment of Area, Z-Z (cm4)": 11800.0,
- "Radius of Gyration, Y-Y (cm)": 15.7,
- "Radius of Gyration, Z-Z (cm)": 9.1,
- "Elastic Modulus, Y-Y (cm3)": 1400.0,
- "Elastic Modulus, Z-Z (cm3)": 943.0,
- "Plastic Modulus, Y-Y (cm3)": 1960.0,
- "Plastic Modulus, Z-Z (cm3)": 1200.0,
- "Torsional Constant, IT (cm4)": 35300.0,
- "Torsional Constant, Wt (cm3)": 2110.0,
- "Surface Area Per Metre (m2)": 1.21,
- "Surface Area Per Tonne (m2)": 10.8
- },
- "500x250x14.2": {
- "Is Non-Standard": true,
- "Mass Per Metre (kg/m)": 126.0,
- "Area of Section, A (cm2)": 161.0,
- "Second Moment of Area, Y-Y (cm4)": 39300.0,
- "Second Moment of Area, Z-Z (cm4)": 13200.0,
- "Radius of Gyration, Y-Y (cm)": 15.6,
- "Radius of Gyration, Z-Z (cm)": 9.04,
- "Elastic Modulus, Y-Y (cm3)": 1570.0,
- "Elastic Modulus, Z-Z (cm3)": 1050.0,
- "Plastic Modulus, Y-Y (cm3)": 2200.0,
- "Plastic Modulus, Z-Z (cm3)": 1350.0,
- "Torsional Constant, IT (cm4)": 39500.0,
- "Torsional Constant, Wt (cm3)": 2350.0,
- "Surface Area Per Metre (m2)": 1.21,
- "Surface Area Per Tonne (m2)": 9.6
- },
- "500x250x16.0": {
- "Is Non-Standard": true,
- "Mass Per Metre (kg/m)": 142.0,
- "Area of Section, A (cm2)": 180.0,
- "Second Moment of Area, Y-Y (cm4)": 43700.0,
- "Second Moment of Area, Z-Z (cm4)": 14500.0,
- "Radius of Gyration, Y-Y (cm)": 15.6,
- "Radius of Gyration, Z-Z (cm)": 8.98,
- "Elastic Modulus, Y-Y (cm3)": 1750.0,
- "Elastic Modulus, Z-Z (cm3)": 1160.0,
- "Plastic Modulus, Y-Y (cm3)": 2460.0,
- "Plastic Modulus, Z-Z (cm3)": 1500.0,
- "Torsional Constant, IT (cm4)": 43700.0,
- "Torsional Constant, Wt (cm3)": 2590.0,
- "Surface Area Per Metre (m2)": 1.21,
- "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,
- "Mass Per Metre (kg/m)": 3.41,
- "Area of Section, A (cm2)": 4.34,
- "Ratio for Local Buckling, cw/t": 13.7,
- "Ratio for Local Buckling, cf/t": 7.0,
- "Second Moment of Area, Y-Y (cm4)": 13.6,
- "Second Moment of Area, Z-Z (cm4)": 5.94,
- "Radius of Gyration, Y-Y (cm)": 1.77,
- "Radius of Gyration, Z-Z (cm)": 1.17,
- "Elastic Modulus, Y-Y (cm3)": 5.43,
- "Elastic Modulus, Z-Z (cm3)": 3.96,
- "Plastic Modulus, Y-Y (cm3)": 6.88,
- "Plastic Modulus, Z-Z (cm3)": 4.76,
- "Torsional Constant, IT (cm4)": 13.5,
- "Torsional Constant, Wt (cm3)": 6.51,
- "Surface Area Per Metre (m2)": 0.152,
- "Surface Area Per Tonne (m2)": 44.6
- },
- "50x30x3.2": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 3.61,
- "Area of Section, A (cm2)": 4.6,
- "Ratio for Local Buckling, cw/t": 12.6,
- "Ratio for Local Buckling, cf/t": 6.38,
- "Second Moment of Area, Y-Y (cm4)": 14.2,
- "Second Moment of Area, Z-Z (cm4)": 6.2,
- "Radius of Gyration, Y-Y (cm)": 1.76,
- "Radius of Gyration, Z-Z (cm)": 1.16,
- "Elastic Modulus, Y-Y (cm3)": 5.68,
- "Elastic Modulus, Z-Z (cm3)": 4.13,
- "Plastic Modulus, Y-Y (cm3)": 7.25,
- "Plastic Modulus, Z-Z (cm3)": 5.0,
- "Torsional Constant, IT (cm4)": 14.2,
- "Torsional Constant, Wt (cm3)": 6.8,
- "Surface Area Per Metre (m2)": 0.152,
- "Surface Area Per Tonne (m2)": 42.1
- },
- "50x30x3.6": {
- "Is Non-Standard": true,
- "Mass Per Metre (kg/m)": 4.01,
- "Area of Section, A (cm2)": 5.1,
- "Ratio for Local Buckling, cw/t": 10.9,
- "Ratio for Local Buckling, cf/t": 5.33,
- "Second Moment of Area, Y-Y (cm4)": 15.4,
- "Second Moment of Area, Z-Z (cm4)": 6.67,
- "Radius of Gyration, Y-Y (cm)": 1.74,
- "Radius of Gyration, Z-Z (cm)": 1.14,
- "Elastic Modulus, Y-Y (cm3)": 6.16,
- "Elastic Modulus, Z-Z (cm3)": 4.45,
- "Plastic Modulus, Y-Y (cm3)": 7.94,
- "Plastic Modulus, Z-Z (cm3)": 5.46,
- "Torsional Constant, IT (cm4)": 15.4,
- "Torsional Constant, Wt (cm3)": 7.31,
- "Surface Area Per Metre (m2)": 0.151,
- "Surface Area Per Tonne (m2)": 37.7
- },
- "50x30x4.0": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 4.39,
- "Area of Section, A (cm2)": 5.59,
- "Ratio for Local Buckling, cw/t": 9.5,
- "Ratio for Local Buckling, cf/t": 4.5,
- "Second Moment of Area, Y-Y (cm4)": 16.5,
- "Second Moment of Area, Z-Z (cm4)": 7.08,
- "Radius of Gyration, Y-Y (cm)": 1.72,
- "Radius of Gyration, Z-Z (cm)": 1.13,
- "Elastic Modulus, Y-Y (cm3)": 6.6,
- "Elastic Modulus, Z-Z (cm3)": 4.72,
- "Plastic Modulus, Y-Y (cm3)": 8.59,
- "Plastic Modulus, Z-Z (cm3)": 5.88,
- "Torsional Constant, IT (cm4)": 16.6,
- "Torsional Constant, Wt (cm3)": 7.77,
- "Surface Area Per Metre (m2)": 0.15,
- "Surface Area Per Tonne (m2)": 34.2
- },
- "50x30x5.0": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 5.28,
- "Area of Section, A (cm2)": 6.73,
- "Ratio for Local Buckling, cw/t": 7.0,
- "Ratio for Local Buckling, cf/t": 3.0,
- "Second Moment of Area, Y-Y (cm4)": 18.7,
- "Second Moment of Area, Z-Z (cm4)": 7.89,
- "Radius of Gyration, Y-Y (cm)": 1.67,
- "Radius of Gyration, Z-Z (cm)": 1.08,
- "Elastic Modulus, Y-Y (cm3)": 7.49,
- "Elastic Modulus, Z-Z (cm3)": 5.26,
- "Plastic Modulus, Y-Y (cm3)": 10.0,
- "Plastic Modulus, Z-Z (cm3)": 6.8,
- "Torsional Constant, IT (cm4)": 19.0,
- "Torsional Constant, Wt (cm3)": 8.67,
- "Surface Area Per Metre (m2)": 0.147,
- "Surface Area Per Tonne (m2)": 27.8
- },
- "50x30x5.6": {
- "Is Non-Standard": true,
- "Mass Per Metre (kg/m)": 5.78,
- "Area of Section, A (cm2)": 7.37,
- "Ratio for Local Buckling, cw/t": 5.93,
- "Ratio for Local Buckling, cf/t": 2.36,
- "Second Moment of Area, Y-Y (cm4)": 19.7,
- "Second Moment of Area, Z-Z (cm4)": 8.23,
- "Radius of Gyration, Y-Y (cm)": 1.64,
- "Radius of Gyration, Z-Z (cm)": 1.06,
- "Elastic Modulus, Y-Y (cm3)": 7.89,
- "Elastic Modulus, Z-Z (cm3)": 5.48,
- "Plastic Modulus, Y-Y (cm3)": 10.8,
- "Plastic Modulus, Z-Z (cm3)": 7.25,
- "Torsional Constant, IT (cm4)": 20.1,
- "Torsional Constant, Wt (cm3)": 9.05,
- "Surface Area Per Metre (m2)": 0.146,
- "Surface Area Per Tonne (m2)": 25.3
- },
- "50x30x6.3": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 6.33,
- "Area of Section, A (cm2)": 8.07,
- "Ratio for Local Buckling, cw/t": 4.94,
- "Ratio for Local Buckling, cf/t": 1.76,
- "Second Moment of Area, Y-Y (cm4)": 20.6,
- "Second Moment of Area, Z-Z (cm4)": 8.5,
- "Radius of Gyration, Y-Y (cm)": 1.6,
- "Radius of Gyration, Z-Z (cm)": 1.03,
- "Elastic Modulus, Y-Y (cm3)": 8.26,
- "Elastic Modulus, Z-Z (cm3)": 5.66,
- "Plastic Modulus, Y-Y (cm3)": 11.5,
- "Plastic Modulus, Z-Z (cm3)": 7.68,
- "Torsional Constant, IT (cm4)": 21.1,
- "Torsional Constant, Wt (cm3)": 9.36,
- "Surface Area Per Metre (m2)": 0.144,
- "Surface Area Per Tonne (m2)": 22.7
- },
- "60x40x2.9": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 4.22,
- "Area of Section, A (cm2)": 5.37,
- "Ratio for Local Buckling, cw/t": 17.7,
- "Ratio for Local Buckling, cf/t": 10.8,
- "Second Moment of Area, Y-Y (cm4)": 25.8,
- "Second Moment of Area, Z-Z (cm4)": 13.5,
- "Radius of Gyration, Y-Y (cm)": 2.19,
- "Radius of Gyration, Z-Z (cm)": 1.59,
- "Elastic Modulus, Y-Y (cm3)": 8.59,
- "Elastic Modulus, Z-Z (cm3)": 6.77,
- "Plastic Modulus, Y-Y (cm3)": 10.6,
- "Plastic Modulus, Z-Z (cm3)": 7.96,
- "Torsional Constant, IT (cm4)": 28.4,
- "Torsional Constant, Wt (cm3)": 10.9,
- "Surface Area Per Metre (m2)": 0.193,
- "Surface Area Per Tonne (m2)": 45.7
- },
- "60x40x3.0": {
- "Is Non-Standard": true,
- "Mass Per Metre (kg/m)": 4.35,
- "Area of Section, A (cm2)": 5.54,
- "Ratio for Local Buckling, cw/t": 17.0,
- "Ratio for Local Buckling, cf/t": 10.3,
- "Second Moment of Area, Y-Y (cm4)": 26.5,
- "Second Moment of Area, Z-Z (cm4)": 13.9,
- "Radius of Gyration, Y-Y (cm)": 2.18,
- "Radius of Gyration, Z-Z (cm)": 1.58,
- "Elastic Modulus, Y-Y (cm3)": 8.82,
- "Elastic Modulus, Z-Z (cm3)": 6.95,
- "Plastic Modulus, Y-Y (cm3)": 10.9,
- "Plastic Modulus, Z-Z (cm3)": 8.19,
- "Torsional Constant, IT (cm4)": 29.2,
- "Torsional Constant, Wt (cm3)": 11.2,
- "Surface Area Per Metre (m2)": 0.192,
- "Surface Area Per Tonne (m2)": 44.1
- },
- "60x40x3.2": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 4.62,
- "Area of Section, A (cm2)": 5.88,
- "Ratio for Local Buckling, cw/t": 15.8,
- "Ratio for Local Buckling, cf/t": 9.5,
- "Second Moment of Area, Y-Y (cm4)": 27.8,
- "Second Moment of Area, Z-Z (cm4)": 14.6,
- "Radius of Gyration, Y-Y (cm)": 2.18,
- "Radius of Gyration, Z-Z (cm)": 1.57,
- "Elastic Modulus, Y-Y (cm3)": 9.27,
- "Elastic Modulus, Z-Z (cm3)": 7.29,
- "Plastic Modulus, Y-Y (cm3)": 11.5,
- "Plastic Modulus, Z-Z (cm3)": 8.64,
- "Torsional Constant, IT (cm4)": 30.8,
- "Torsional Constant, Wt (cm3)": 11.7,
- "Surface Area Per Metre (m2)": 0.192,
- "Surface Area Per Tonne (m2)": 41.6
- },
- "60x40x3.6": {
- "Is Non-Standard": true,
- "Mass Per Metre (kg/m)": 5.14,
- "Area of Section, A (cm2)": 6.54,
- "Ratio for Local Buckling, cw/t": 13.7,
- "Ratio for Local Buckling, cf/t": 8.11,
- "Second Moment of Area, Y-Y (cm4)": 30.4,
- "Second Moment of Area, Z-Z (cm4)": 15.9,
- "Radius of Gyration, Y-Y (cm)": 2.16,
- "Radius of Gyration, Z-Z (cm)": 1.56,
- "Elastic Modulus, Y-Y (cm3)": 10.1,
- "Elastic Modulus, Z-Z (cm3)": 7.93,
- "Plastic Modulus, Y-Y (cm3)": 12.7,
- "Plastic Modulus, Z-Z (cm3)": 9.5,
- "Torsional Constant, IT (cm4)": 33.8,
- "Torsional Constant, Wt (cm3)": 12.8,
- "Surface Area Per Metre (m2)": 0.191,
- "Surface Area Per Tonne (m2)": 37.2
- },
- "60x40x4.0": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 5.64,
- "Area of Section, A (cm2)": 7.19,
- "Ratio for Local Buckling, cw/t": 12.0,
- "Ratio for Local Buckling, cf/t": 7.0,
- "Second Moment of Area, Y-Y (cm4)": 32.8,
- "Second Moment of Area, Z-Z (cm4)": 17.0,
- "Radius of Gyration, Y-Y (cm)": 2.14,
- "Radius of Gyration, Z-Z (cm)": 1.54,
- "Elastic Modulus, Y-Y (cm3)": 10.9,
- "Elastic Modulus, Z-Z (cm3)": 8.52,
- "Plastic Modulus, Y-Y (cm3)": 13.8,
- "Plastic Modulus, Z-Z (cm3)": 10.3,
- "Torsional Constant, IT (cm4)": 36.7,
- "Torsional Constant, Wt (cm3)": 13.7,
- "Surface Area Per Metre (m2)": 0.19,
- "Surface Area Per Tonne (m2)": 33.7
- },
- "60x40x5.0": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 6.85,
- "Area of Section, A (cm2)": 8.73,
- "Ratio for Local Buckling, cw/t": 9.0,
- "Ratio for Local Buckling, cf/t": 5.0,
- "Second Moment of Area, Y-Y (cm4)": 38.1,
- "Second Moment of Area, Z-Z (cm4)": 19.5,
- "Radius of Gyration, Y-Y (cm)": 2.09,
- "Radius of Gyration, Z-Z (cm)": 1.5,
- "Elastic Modulus, Y-Y (cm3)": 12.7,
- "Elastic Modulus, Z-Z (cm3)": 9.77,
- "Plastic Modulus, Y-Y (cm3)": 16.4,
- "Plastic Modulus, Z-Z (cm3)": 12.2,
- "Torsional Constant, IT (cm4)": 43.0,
- "Torsional Constant, Wt (cm3)": 15.7,
- "Surface Area Per Metre (m2)": 0.187,
- "Surface Area Per Tonne (m2)": 27.3
- },
- "60x40x5.6": {
- "Is Non-Standard": true,
- "Mass Per Metre (kg/m)": 7.54,
- "Area of Section, A (cm2)": 9.61,
- "Ratio for Local Buckling, cw/t": 7.71,
- "Ratio for Local Buckling, cf/t": 4.14,
- "Second Moment of Area, Y-Y (cm4)": 40.7,
- "Second Moment of Area, Z-Z (cm4)": 20.7,
- "Radius of Gyration, Y-Y (cm)": 2.06,
- "Radius of Gyration, Z-Z (cm)": 1.47,
- "Elastic Modulus, Y-Y (cm3)": 13.6,
- "Elastic Modulus, Z-Z (cm3)": 10.4,
- "Plastic Modulus, Y-Y (cm3)": 17.8,
- "Plastic Modulus, Z-Z (cm3)": 13.1,
- "Torsional Constant, IT (cm4)": 46.2,
- "Torsional Constant, Wt (cm3)": 16.7,
- "Surface Area Per Metre (m2)": 0.186,
- "Surface Area Per Tonne (m2)": 24.7
- },
- "60x40x6.3": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 8.31,
- "Area of Section, A (cm2)": 10.6,
- "Ratio for Local Buckling, cw/t": 6.52,
- "Ratio for Local Buckling, cf/t": 3.35,
- "Second Moment of Area, Y-Y (cm4)": 43.4,
- "Second Moment of Area, Z-Z (cm4)": 21.9,
- "Radius of Gyration, Y-Y (cm)": 2.02,
- "Radius of Gyration, Z-Z (cm)": 1.44,
- "Elastic Modulus, Y-Y (cm3)": 14.5,
- "Elastic Modulus, Z-Z (cm3)": 11.0,
- "Plastic Modulus, Y-Y (cm3)": 19.2,
- "Plastic Modulus, Z-Z (cm3)": 14.2,
- "Torsional Constant, IT (cm4)": 49.5,
- "Torsional Constant, Wt (cm3)": 17.6,
- "Surface Area Per Metre (m2)": 0.184,
- "Surface Area Per Tonne (m2)": 22.1
- },
- "60x40x7.1": {
- "Is Non-Standard": true,
- "Mass Per Metre (kg/m)": 9.14,
- "Area of Section, A (cm2)": 11.6,
- "Ratio for Local Buckling, cw/t": 5.45,
- "Ratio for Local Buckling, cf/t": 2.63,
- "Second Moment of Area, Y-Y (cm4)": 45.9,
- "Second Moment of Area, Z-Z (cm4)": 22.9,
- "Radius of Gyration, Y-Y (cm)": 1.98,
- "Radius of Gyration, Z-Z (cm)": 1.4,
- "Elastic Modulus, Y-Y (cm3)": 15.3,
- "Elastic Modulus, Z-Z (cm3)": 11.5,
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- "Radius of Gyration, Z-Z (cm)": 8.56,
- "Elastic Modulus, Y-Y (cm3)": 1670.0,
- "Elastic Modulus, Z-Z (cm3)": 989.0,
- "Plastic Modulus, Y-Y (cm3)": 2100.0,
- "Plastic Modulus, Z-Z (cm3)": 1100.0,
- "Torsional Constant, IT (cm4)": 25900.0,
- "Torsional Constant, Wt (cm3)": 1740.0,
- "Surface Area Per Metre (m2)": 1.37,
- "Surface Area Per Tonne (m2)": 12.9
- },
- "500x200x11.0": {
- "Is Non-Standard": true,
- "Mass Per Metre (kg/m)": 116.0,
- "Area of Section, A (cm2)": 148.0,
- "Ratio for Local Buckling, cw/t": 42.5,
- "Ratio for Local Buckling, cf/t": 15.2,
- "Second Moment of Area, Y-Y (cm4)": 45500.0,
- "Second Moment of Area, Z-Z (cm4)": 10700.0,
- "Radius of Gyration, Y-Y (cm)": 17.5,
- "Radius of Gyration, Z-Z (cm)": 8.52,
- "Elastic Modulus, Y-Y (cm3)": 1820.0,
- "Elastic Modulus, Z-Z (cm3)": 1070.0,
- "Plastic Modulus, Y-Y (cm3)": 2300.0,
- "Plastic Modulus, Z-Z (cm3)": 1200.0,
- "Torsional Constant, IT (cm4)": 28200.0,
- "Torsional Constant, Wt (cm3)": 1880.0,
- "Surface Area Per Metre (m2)": 1.37,
- "Surface Area Per Tonne (m2)": 11.8
- },
- "500x200x12.5": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 131.0,
- "Area of Section, A (cm2)": 167.0,
- "Ratio for Local Buckling, cw/t": 37.0,
- "Ratio for Local Buckling, cf/t": 13.0,
- "Second Moment of Area, Y-Y (cm4)": 51000.0,
- "Second Moment of Area, Z-Z (cm4)": 11900.0,
- "Radius of Gyration, Y-Y (cm)": 17.5,
- "Radius of Gyration, Z-Z (cm)": 8.45,
- "Elastic Modulus, Y-Y (cm3)": 2040.0,
- "Elastic Modulus, Z-Z (cm3)": 1190.0,
- "Plastic Modulus, Y-Y (cm3)": 2590.0,
- "Plastic Modulus, Z-Z (cm3)": 1350.0,
- "Torsional Constant, IT (cm4)": 31500.0,
- "Torsional Constant, Wt (cm3)": 2100.0,
- "Surface Area Per Metre (m2)": 1.37,
- "Surface Area Per Tonne (m2)": 10.5
- },
- "500x200x14.2": {
- "Is Non-Standard": true,
- "Mass Per Metre (kg/m)": 148.0,
- "Area of Section, A (cm2)": 189.0,
- "Ratio for Local Buckling, cw/t": 32.2,
- "Ratio for Local Buckling, cf/t": 11.1,
- "Second Moment of Area, Y-Y (cm4)": 56900.0,
- "Second Moment of Area, Z-Z (cm4)": 13200.0,
- "Radius of Gyration, Y-Y (cm)": 17.4,
- "Radius of Gyration, Z-Z (cm)": 8.38,
- "Elastic Modulus, Y-Y (cm3)": 2280.0,
- "Elastic Modulus, Z-Z (cm3)": 1320.0,
- "Plastic Modulus, Y-Y (cm3)": 2900.0,
- "Plastic Modulus, Z-Z (cm3)": 1500.0,
- "Torsional Constant, IT (cm4)": 35200.0,
- "Torsional Constant, Wt (cm3)": 2320.0,
- "Surface Area Per Metre (m2)": 1.36,
- "Surface Area Per Tonne (m2)": 9.19
- },
- "500x200x16.0": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 166.0,
- "Area of Section, A (cm2)": 211.0,
- "Ratio for Local Buckling, cw/t": 28.3,
- "Ratio for Local Buckling, cf/t": 9.5,
- "Second Moment of Area, Y-Y (cm4)": 63000.0,
- "Second Moment of Area, Z-Z (cm4)": 14500.0,
- "Radius of Gyration, Y-Y (cm)": 17.3,
- "Radius of Gyration, Z-Z (cm)": 8.3,
- "Elastic Modulus, Y-Y (cm3)": 2520.0,
- "Elastic Modulus, Z-Z (cm3)": 1450.0,
- "Plastic Modulus, Y-Y (cm3)": 3230.0,
- "Plastic Modulus, Z-Z (cm3)": 1670.0,
- "Torsional Constant, IT (cm4)": 38900.0,
- "Torsional Constant, Wt (cm3)": 2550.0,
- "Surface Area Per Metre (m2)": 1.36,
- "Surface Area Per Tonne (m2)": 8.19
- },
- "500x300x8.0": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 97.9,
- "Area of Section, A (cm2)": 125.0,
- "Ratio for Local Buckling, cw/t": 59.5,
- "Ratio for Local Buckling, cf/t": 34.5,
- "Second Moment of Area, Y-Y (cm4)": 43700.0,
- "Second Moment of Area, Z-Z (cm4)": 20000.0,
- "Radius of Gyration, Y-Y (cm)": 18.7,
- "Radius of Gyration, Z-Z (cm)": 12.6,
- "Elastic Modulus, Y-Y (cm3)": 1750.0,
- "Elastic Modulus, Z-Z (cm3)": 1330.0,
- "Plastic Modulus, Y-Y (cm3)": 2100.0,
- "Plastic Modulus, Z-Z (cm3)": 1480.0,
- "Torsional Constant, IT (cm4)": 42600.0,
- "Torsional Constant, Wt (cm3)": 2200.0,
- "Surface Area Per Metre (m2)": 1.58,
- "Surface Area Per Tonne (m2)": 16.1
- },
- "500x300x8.8": {
- "Is Non-Standard": true,
- "Mass Per Metre (kg/m)": 107.0,
- "Area of Section, A (cm2)": 137.0,
- "Ratio for Local Buckling, cw/t": 53.8,
- "Ratio for Local Buckling, cf/t": 31.1,
- "Second Moment of Area, Y-Y (cm4)": 47800.0,
- "Second Moment of Area, Z-Z (cm4)": 21800.0,
- "Radius of Gyration, Y-Y (cm)": 18.7,
- "Radius of Gyration, Z-Z (cm)": 12.6,
- "Elastic Modulus, Y-Y (cm3)": 1910.0,
- "Elastic Modulus, Z-Z (cm3)": 1450.0,
- "Plastic Modulus, Y-Y (cm3)": 2300.0,
- "Plastic Modulus, Z-Z (cm3)": 1620.0,
- "Torsional Constant, IT (cm4)": 46600.0,
- "Torsional Constant, Wt (cm3)": 2400.0,
- "Surface Area Per Metre (m2)": 1.58,
- "Surface Area Per Tonne (m2)": 14.8
- },
- "500x300x10.0": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 122.0,
- "Area of Section, A (cm2)": 155.0,
- "Ratio for Local Buckling, cw/t": 47.0,
- "Ratio for Local Buckling, cf/t": 27.0,
- "Second Moment of Area, Y-Y (cm4)": 53800.0,
- "Second Moment of Area, Z-Z (cm4)": 24400.0,
- "Radius of Gyration, Y-Y (cm)": 18.6,
- "Radius of Gyration, Z-Z (cm)": 12.6,
- "Elastic Modulus, Y-Y (cm3)": 2150.0,
- "Elastic Modulus, Z-Z (cm3)": 1630.0,
- "Plastic Modulus, Y-Y (cm3)": 2600.0,
- "Plastic Modulus, Z-Z (cm3)": 1830.0,
- "Torsional Constant, IT (cm4)": 52400.0,
- "Torsional Constant, Wt (cm3)": 2700.0,
- "Surface Area Per Metre (m2)": 1.57,
- "Surface Area Per Tonne (m2)": 12.9
- },
- "500x300x11.0": {
- "Is Non-Standard": true,
- "Mass Per Metre (kg/m)": 133.0,
- "Area of Section, A (cm2)": 170.0,
- "Ratio for Local Buckling, cw/t": 42.5,
- "Ratio for Local Buckling, cf/t": 24.3,
- "Second Moment of Area, Y-Y (cm4)": 58600.0,
- "Second Moment of Area, Z-Z (cm4)": 26600.0,
- "Radius of Gyration, Y-Y (cm)": 18.6,
- "Radius of Gyration, Z-Z (cm)": 12.5,
- "Elastic Modulus, Y-Y (cm3)": 2350.0,
- "Elastic Modulus, Z-Z (cm3)": 1770.0,
- "Plastic Modulus, Y-Y (cm3)": 2840.0,
- "Plastic Modulus, Z-Z (cm3)": 2000.0,
- "Torsional Constant, IT (cm4)": 57300.0,
- "Torsional Constant, Wt (cm3)": 2930.0,
- "Surface Area Per Metre (m2)": 1.57,
- "Surface Area Per Tonne (m2)": 11.8
- },
- "500x300x12.5": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 151.0,
- "Area of Section, A (cm2)": 192.0,
- "Ratio for Local Buckling, cw/t": 37.0,
- "Ratio for Local Buckling, cf/t": 21.0,
- "Second Moment of Area, Y-Y (cm4)": 65800.0,
- "Second Moment of Area, Z-Z (cm4)": 29800.0,
- "Radius of Gyration, Y-Y (cm)": 18.5,
- "Radius of Gyration, Z-Z (cm)": 12.5,
- "Elastic Modulus, Y-Y (cm3)": 2630.0,
- "Elastic Modulus, Z-Z (cm3)": 1980.0,
- "Plastic Modulus, Y-Y (cm3)": 3200.0,
- "Plastic Modulus, Z-Z (cm3)": 2240.0,
- "Torsional Constant, IT (cm4)": 64400.0,
- "Torsional Constant, Wt (cm3)": 3280.0,
- "Surface Area Per Metre (m2)": 1.57,
- "Surface Area Per Tonne (m2)": 10.4
- },
- "500x300x14.2": {
- "Is Non-Standard": true,
- "Mass Per Metre (kg/m)": 170.0,
- "Area of Section, A (cm2)": 217.0,
- "Ratio for Local Buckling, cw/t": 32.2,
- "Ratio for Local Buckling, cf/t": 18.1,
- "Second Moment of Area, Y-Y (cm4)": 73700.0,
- "Second Moment of Area, Z-Z (cm4)": 33200.0,
- "Radius of Gyration, Y-Y (cm)": 18.4,
- "Radius of Gyration, Z-Z (cm)": 12.4,
- "Elastic Modulus, Y-Y (cm3)": 2950.0,
- "Elastic Modulus, Z-Z (cm3)": 2220.0,
- "Plastic Modulus, Y-Y (cm3)": 3590.0,
- "Plastic Modulus, Z-Z (cm3)": 2520.0,
- "Torsional Constant, IT (cm4)": 72200.0,
- "Torsional Constant, Wt (cm3)": 3660.0,
- "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 @@
-{
- "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 Gyration, i (cm)": 1.5,
- "Elastic Modulus, Wel (cm3)": 4.89,
- "Plastic Modulus, Wpl (cm3)": 5.97,
- "Torsional Constant, IT (cm4)": 15.7,
- "Torsional Constant, Wt (cm3)": 7.1,
- "Surface Area Per Metre (m2)": 0.152,
- "Surface Area Per Tonne (m2)": 44.6
- },
- "40x40x3.2": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 3.61,
- "Area of Section, A (cm2)": 4.6,
- "Ratio for Local Buckling, c/t": 9.5,
- "Second Moment of Area, I (cm4)": 10.2,
- "Radius of Gyration, i (cm)": 1.49,
- "Elastic Modulus, Wel (cm3)": 5.11,
- "Plastic Modulus, Wpl (cm3)": 6.28,
- "Torsional Constant, IT (cm4)": 16.5,
- "Torsional Constant, Wt (cm3)": 7.42,
- "Surface Area Per Metre (m2)": 0.152,
- "Surface Area Per Tonne (m2)": 42.1
- },
- "40x40x3.6": {
- "Is Non-Standard": true,
- "Mass Per Metre (kg/m)": 4.01,
- "Area of Section, A (cm2)": 5.1,
- "Ratio for Local Buckling, c/t": 8.11,
- "Second Moment of Area, I (cm4)": 11.1,
- "Radius of Gyration, i (cm)": 1.47,
- "Elastic Modulus, Wel (cm3)": 5.54,
- "Plastic Modulus, Wpl (cm3)": 6.88,
- "Torsional Constant, IT (cm4)": 18.1,
- "Torsional Constant, Wt (cm3)": 8.01,
- "Surface Area Per Metre (m2)": 0.151,
- "Surface Area Per Tonne (m2)": 37.7
- },
- "40x40x4.0": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 4.39,
- "Area of Section, A (cm2)": 5.59,
- "Ratio for Local Buckling, c/t": 7.0,
- "Second Moment of Area, I (cm4)": 11.8,
- "Radius of Gyration, i (cm)": 1.45,
- "Elastic Modulus, Wel (cm3)": 5.91,
- "Plastic Modulus, Wpl (cm3)": 7.44,
- "Torsional Constant, IT (cm4)": 19.5,
- "Torsional Constant, Wt (cm3)": 8.54,
- "Surface Area Per Metre (m2)": 0.15,
- "Surface Area Per Tonne (m2)": 34.2
- },
- "40x40x5.0": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 5.28,
- "Area of Section, A (cm2)": 6.73,
- "Ratio for Local Buckling, c/t": 5.0,
- "Second Moment of Area, I (cm4)": 13.4,
- "Radius of Gyration, i (cm)": 1.41,
- "Elastic Modulus, Wel (cm3)": 6.68,
- "Plastic Modulus, Wpl (cm3)": 8.66,
- "Torsional Constant, IT (cm4)": 22.5,
- "Torsional Constant, Wt (cm3)": 9.6,
- "Surface Area Per Metre (m2)": 0.147,
- "Surface Area Per Tonne (m2)": 27.8
- },
- "40x40x5.6": {
- "Is Non-Standard": true,
- "Mass Per Metre (kg/m)": 5.78,
- "Area of Section, A (cm2)": 7.37,
- "Ratio for Local Buckling, c/t": 4.14,
- "Second Moment of Area, I (cm4)": 14.1,
- "Radius of Gyration, i (cm)": 1.38,
- "Elastic Modulus, Wel (cm3)": 7.03,
- "Plastic Modulus, Wpl (cm3)": 9.28,
- "Torsional Constant, IT (cm4)": 24.0,
- "Torsional Constant, Wt (cm3)": 10.1,
- "Surface Area Per Metre (m2)": 0.146,
- "Surface Area Per Tonne (m2)": 25.3
- },
- "40x40x6.3": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 6.33,
- "Area of Section, A (cm2)": 8.07,
- "Ratio for Local Buckling, c/t": 3.35,
- "Second Moment of Area, I (cm4)": 14.7,
- "Radius of Gyration, i (cm)": 1.35,
- "Elastic Modulus, Wel (cm3)": 7.34,
- "Plastic Modulus, Wpl (cm3)": 9.9,
- "Torsional Constant, IT (cm4)": 25.4,
- "Torsional Constant, Wt (cm3)": 10.5,
- "Surface Area Per Metre (m2)": 0.144,
- "Surface Area Per Tonne (m2)": 22.7
- },
- "50x50x2.9": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 4.22,
- "Area of Section, A (cm2)": 5.37,
- "Ratio for Local Buckling, c/t": 14.2,
- "Second Moment of Area, I (cm4)": 19.7,
- "Radius of Gyration, i (cm)": 1.91,
- "Elastic Modulus, Wel (cm3)": 7.87,
- "Plastic Modulus, Wpl (cm3)": 9.43,
- "Torsional Constant, IT (cm4)": 31.2,
- "Torsional Constant, Wt (cm3)": 11.5,
- "Surface Area Per Metre (m2)": 0.193,
- "Surface Area Per Tonne (m2)": 45.7
- },
- "50x50x3.0": {
- "Is Non-Standard": true,
- "Mass Per Metre (kg/m)": 4.35,
- "Area of Section, A (cm2)": 5.54,
- "Ratio for Local Buckling, c/t": 13.7,
- "Second Moment of Area, I (cm4)": 20.2,
- "Radius of Gyration, i (cm)": 1.91,
- "Elastic Modulus, Wel (cm3)": 8.08,
- "Plastic Modulus, Wpl (cm3)": 9.7,
- "Torsional Constant, IT (cm4)": 32.1,
- "Torsional Constant, Wt (cm3)": 11.8,
- "Surface Area Per Metre (m2)": 0.192,
- "Surface Area Per Tonne (m2)": 44.1
- },
- "50x50x3.2": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 4.62,
- "Area of Section, A (cm2)": 5.88,
- "Ratio for Local Buckling, c/t": 12.6,
- "Second Moment of Area, I (cm4)": 21.2,
- "Radius of Gyration, i (cm)": 1.9,
- "Elastic Modulus, Wel (cm3)": 8.49,
- "Plastic Modulus, Wpl (cm3)": 10.2,
- "Torsional Constant, IT (cm4)": 33.8,
- "Torsional Constant, Wt (cm3)": 12.4,
- "Surface Area Per Metre (m2)": 0.192,
- "Surface Area Per Tonne (m2)": 41.6
- },
- "50x50x3.6": {
- "Is Non-Standard": true,
- "Mass Per Metre (kg/m)": 5.14,
- "Area of Section, A (cm2)": 6.54,
- "Ratio for Local Buckling, c/t": 10.9,
- "Second Moment of Area, I (cm4)": 23.2,
- "Radius of Gyration, i (cm)": 1.88,
- "Elastic Modulus, Wel (cm3)": 9.27,
- "Plastic Modulus, Wpl (cm3)": 11.3,
- "Torsional Constant, IT (cm4)": 37.2,
- "Torsional Constant, Wt (cm3)": 13.5,
- "Surface Area Per Metre (m2)": 0.191,
- "Surface Area Per Tonne (m2)": 37.2
- },
- "50x50x4.0": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 5.64,
- "Area of Section, A (cm2)": 7.19,
- "Ratio for Local Buckling, c/t": 9.5,
- "Second Moment of Area, I (cm4)": 25.0,
- "Radius of Gyration, i (cm)": 1.86,
- "Elastic Modulus, Wel (cm3)": 9.99,
- "Plastic Modulus, Wpl (cm3)": 12.3,
- "Torsional Constant, IT (cm4)": 40.4,
- "Torsional Constant, Wt (cm3)": 14.5,
- "Surface Area Per Metre (m2)": 0.19,
- "Surface Area Per Tonne (m2)": 33.7
- },
- "50x50x5.0": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 6.85,
- "Area of Section, A (cm2)": 8.73,
- "Ratio for Local Buckling, c/t": 7.0,
- "Second Moment of Area, I (cm4)": 28.9,
- "Radius of Gyration, i (cm)": 1.82,
- "Elastic Modulus, Wel (cm3)": 11.6,
- "Plastic Modulus, Wpl (cm3)": 14.5,
- "Torsional Constant, IT (cm4)": 47.6,
- "Torsional Constant, Wt (cm3)": 16.7,
- "Surface Area Per Metre (m2)": 0.187,
- "Surface Area Per Tonne (m2)": 27.3
- },
- "50x50x5.6": {
- "Is Non-Standard": true,
- "Mass Per Metre (kg/m)": 7.54,
- "Area of Section, A (cm2)": 9.61,
- "Ratio for Local Buckling, c/t": 5.93,
- "Second Moment of Area, I (cm4)": 30.8,
- "Radius of Gyration, i (cm)": 1.79,
- "Elastic Modulus, Wel (cm3)": 12.3,
- "Plastic Modulus, Wpl (cm3)": 15.7,
- "Torsional Constant, IT (cm4)": 51.3,
- "Torsional Constant, Wt (cm3)": 17.8,
- "Surface Area Per Metre (m2)": 0.186,
- "Surface Area Per Tonne (m2)": 24.7
- },
- "50x50x6.3": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 8.31,
- "Area of Section, A (cm2)": 10.6,
- "Ratio for Local Buckling, c/t": 4.94,
- "Second Moment of Area, I (cm4)": 32.8,
- "Radius of Gyration, i (cm)": 1.76,
- "Elastic Modulus, Wel (cm3)": 13.1,
- "Plastic Modulus, Wpl (cm3)": 17.0,
- "Torsional Constant, IT (cm4)": 55.2,
- "Torsional Constant, Wt (cm3)": 18.8,
- "Surface Area Per Metre (m2)": 0.184,
- "Surface Area Per Tonne (m2)": 22.1
- },
- "50x50x7.1": {
- "Is Non-Standard": true,
- "Mass Per Metre (kg/m)": 9.14,
- "Area of Section, A (cm2)": 11.6,
- "Ratio for Local Buckling, c/t": 4.04,
- "Second Moment of Area, I (cm4)": 34.5,
- "Radius of Gyration, i (cm)": 1.72,
- "Elastic Modulus, Wel (cm3)": 13.8,
- "Plastic Modulus, Wpl (cm3)": 18.3,
- "Torsional Constant, IT (cm4)": 58.9,
- "Torsional Constant, Wt (cm3)": 19.8,
- "Surface Area Per Metre (m2)": 0.182,
- "Surface Area Per Tonne (m2)": 19.9
- },
- "50x50x8.0": {
- "Is Non-Standard": true,
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- "Area of Section, A (cm2)": 12.8,
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- "Surface Area Per Metre (m2)": 0.999,
- "Surface Area Per Tonne (m2)": 8.33
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- "Second Moment of Area, I (cm4)": 10500.0,
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- "Surface Area Per Metre (m2)": 1.18,
- "Surface Area Per Tonne (m2)": 20.4
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- "Radius of Gyration, i (cm)": 11.9,
- "Elastic Modulus, Wel (cm3)": 785.0,
- "Plastic Modulus, Wpl (cm3)": 906.0,
- "Torsional Constant, IT (cm4)": 18100.0,
- "Torsional Constant, Wt (cm3)": 1160.0,
- "Surface Area Per Metre (m2)": 1.18,
- "Surface Area Per Tonne (m2)": 18.2
- },
- "300x300x8.0": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 72.8,
- "Area of Section, A (cm2)": 92.8,
- "Ratio for Local Buckling, c/t": 34.5,
- "Second Moment of Area, I (cm4)": 13100.0,
- "Radius of Gyration, i (cm)": 11.9,
- "Elastic Modulus, Wel (cm3)": 875.0,
- "Plastic Modulus, Wpl (cm3)": 1010.0,
- "Torsional Constant, IT (cm4)": 20200.0,
- "Torsional Constant, Wt (cm3)": 1290.0,
- "Surface Area Per Metre (m2)": 1.18,
- "Surface Area Per Tonne (m2)": 16.2
- },
- "300x300x8.8": {
- "Is Non-Standard": true,
- "Mass Per Metre (kg/m)": 79.8,
- "Area of Section, A (cm2)": 102.0,
- "Ratio for Local Buckling, c/t": 31.1,
- "Second Moment of Area, I (cm4)": 14300.0,
- "Radius of Gyration, i (cm)": 11.9,
- "Elastic Modulus, Wel (cm3)": 954.0,
- "Plastic Modulus, Wpl (cm3)": 1110.0,
- "Torsional Constant, IT (cm4)": 22100.0,
- "Torsional Constant, Wt (cm3)": 1410.0,
- "Surface Area Per Metre (m2)": 1.18,
- "Surface Area Per Tonne (m2)": 14.8
- },
- "300x300x10.0": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 90.2,
- "Area of Section, A (cm2)": 115.0,
- "Ratio for Local Buckling, c/t": 27.0,
- "Second Moment of Area, I (cm4)": 16000.0,
- "Radius of Gyration, i (cm)": 11.8,
- "Elastic Modulus, Wel (cm3)": 1070.0,
- "Plastic Modulus, Wpl (cm3)": 1250.0,
- "Torsional Constant, IT (cm4)": 24800.0,
- "Torsional Constant, Wt (cm3)": 1580.0,
- "Surface Area Per Metre (m2)": 1.17,
- "Surface Area Per Tonne (m2)": 13.0
- },
- "300x300x11.0": {
- "Is Non-Standard": true,
- "Mass Per Metre (kg/m)": 98.8,
- "Area of Section, A (cm2)": 126.0,
- "Ratio for Local Buckling, c/t": 24.3,
- "Second Moment of Area, I (cm4)": 17400.0,
- "Radius of Gyration, i (cm)": 11.8,
- "Elastic Modulus, Wel (cm3)": 1160.0,
- "Plastic Modulus, Wpl (cm3)": 1360.0,
- "Torsional Constant, IT (cm4)": 27000.0,
- "Torsional Constant, Wt (cm3)": 1710.0,
- "Surface Area Per Metre (m2)": 1.17,
- "Surface Area Per Tonne (m2)": 11.8
- },
- "300x300x12.5": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 112.0,
- "Area of Section, A (cm2)": 142.0,
- "Ratio for Local Buckling, c/t": 21.0,
- "Second Moment of Area, I (cm4)": 19400.0,
- "Radius of Gyration, i (cm)": 11.7,
- "Elastic Modulus, Wel (cm3)": 1300.0,
- "Plastic Modulus, Wpl (cm3)": 1520.0,
- "Torsional Constant, IT (cm4)": 30300.0,
- "Torsional Constant, Wt (cm3)": 1900.0,
- "Surface Area Per Metre (m2)": 1.17,
- "Surface Area Per Tonne (m2)": 10.4
- },
- "300x300x14.2": {
- "Is Non-Standard": true,
- "Mass Per Metre (kg/m)": 126.0,
- "Area of Section, A (cm2)": 160.0,
- "Ratio for Local Buckling, c/t": 18.1,
- "Second Moment of Area, I (cm4)": 21600.0,
- "Radius of Gyration, i (cm)": 11.6,
- "Elastic Modulus, Wel (cm3)": 1440.0,
- "Plastic Modulus, Wpl (cm3)": 1710.0,
- "Torsional Constant, IT (cm4)": 33900.0,
- "Torsional Constant, Wt (cm3)": 2110.0,
- "Surface Area Per Metre (m2)": 1.16,
- "Surface Area Per Tonne (m2)": 9.21
- },
- "300x300x16.0": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 141.0,
- "Area of Section, A (cm2)": 179.0,
- "Ratio for Local Buckling, c/t": 15.8,
- "Second Moment of Area, I (cm4)": 23800.0,
- "Radius of Gyration, i (cm)": 11.5,
- "Elastic Modulus, Wel (cm3)": 1590.0,
- "Plastic Modulus, Wpl (cm3)": 1900.0,
- "Torsional Constant, IT (cm4)": 37600.0,
- "Torsional Constant, Wt (cm3)": 2320.0,
- "Surface Area Per Metre (m2)": 1.16,
- "Surface Area Per Tonne (m2)": 8.23
- },
- "350x350x8.0": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 85.4,
- "Area of Section, A (cm2)": 109.0,
- "Ratio for Local Buckling, c/t": 40.8,
- "Second Moment of Area, I (cm4)": 21100.0,
- "Radius of Gyration, i (cm)": 13.9,
- "Elastic Modulus, Wel (cm3)": 1210.0,
- "Plastic Modulus, Wpl (cm3)": 1390.0,
- "Torsional Constant, IT (cm4)": 32400.0,
- "Torsional Constant, Wt (cm3)": 1790.0,
- "Surface Area Per Metre (m2)": 1.38,
- "Surface Area Per Tonne (m2)": 16.2
- },
- "350x350x8.8": {
- "Is Non-Standard": true,
- "Mass Per Metre (kg/m)": 93.6,
- "Area of Section, A (cm2)": 119.0,
- "Ratio for Local Buckling, c/t": 36.8,
- "Second Moment of Area, I (cm4)": 23100.0,
- "Radius of Gyration, i (cm)": 13.9,
- "Elastic Modulus, Wel (cm3)": 1320.0,
- "Plastic Modulus, Wpl (cm3)": 1520.0,
- "Torsional Constant, IT (cm4)": 35400.0,
- "Torsional Constant, Wt (cm3)": 1950.0,
- "Surface Area Per Metre (m2)": 1.38,
- "Surface Area Per Tonne (m2)": 14.7
- },
- "350x350x10.0": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 106.0,
- "Area of Section, A (cm2)": 135.0,
- "Ratio for Local Buckling, c/t": 32.0,
- "Second Moment of Area, I (cm4)": 25900.0,
- "Radius of Gyration, i (cm)": 13.9,
- "Elastic Modulus, Wel (cm3)": 1480.0,
- "Plastic Modulus, Wpl (cm3)": 1720.0,
- "Torsional Constant, IT (cm4)": 39900.0,
- "Torsional Constant, Wt (cm3)": 2180.0,
- "Surface Area Per Metre (m2)": 1.37,
- "Surface Area Per Tonne (m2)": 12.9
- },
- "350x350x11.0": {
- "Is Non-Standard": true,
- "Mass Per Metre (kg/m)": 116.0,
- "Area of Section, A (cm2)": 148.0,
- "Ratio for Local Buckling, c/t": 28.8,
- "Second Moment of Area, I (cm4)": 28200.0,
- "Radius of Gyration, i (cm)": 13.8,
- "Elastic Modulus, Wel (cm3)": 1610.0,
- "Plastic Modulus, Wpl (cm3)": 1870.0,
- "Torsional Constant, IT (cm4)": 43500.0,
- "Torsional Constant, Wt (cm3)": 2380.0,
- "Surface Area Per Metre (m2)": 1.37,
- "Surface Area Per Tonne (m2)": 11.8
- },
- "350x350x12.5": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 131.0,
- "Area of Section, A (cm2)": 167.0,
- "Ratio for Local Buckling, c/t": 25.0,
- "Second Moment of Area, I (cm4)": 31500.0,
- "Radius of Gyration, i (cm)": 13.7,
- "Elastic Modulus, Wel (cm3)": 1800.0,
- "Plastic Modulus, Wpl (cm3)": 2110.0,
- "Torsional Constant, IT (cm4)": 48900.0,
- "Torsional Constant, Wt (cm3)": 2650.0,
- "Surface Area Per Metre (m2)": 1.37,
- "Surface Area Per Tonne (m2)": 10.5
- },
- "350x350x14.2": {
- "Is Non-Standard": true,
- "Mass Per Metre (kg/m)": 148.0,
- "Area of Section, A (cm2)": 189.0,
- "Ratio for Local Buckling, c/t": 21.6,
- "Second Moment of Area, I (cm4)": 35200.0,
- "Radius of Gyration, i (cm)": 13.7,
- "Elastic Modulus, Wel (cm3)": 2010.0,
- "Plastic Modulus, Wpl (cm3)": 2360.0,
- "Torsional Constant, IT (cm4)": 54900.0,
- "Torsional Constant, Wt (cm3)": 2960.0,
- "Surface Area Per Metre (m2)": 1.36,
- "Surface Area Per Tonne (m2)": 9.19
- },
- "350x350x16.0": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 166.0,
- "Area of Section, A (cm2)": 211.0,
- "Ratio for Local Buckling, c/t": 18.9,
- "Second Moment of Area, I (cm4)": 38900.0,
- "Radius of Gyration, i (cm)": 13.6,
- "Elastic Modulus, Wel (cm3)": 2220.0,
- "Plastic Modulus, Wpl (cm3)": 2630.0,
- "Torsional Constant, IT (cm4)": 61000.0,
- "Torsional Constant, Wt (cm3)": 3260.0,
- "Surface Area Per Metre (m2)": 1.36,
- "Surface Area Per Tonne (m2)": 8.19
- },
- "400x400x8.0": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 97.9,
- "Area of Section, A (cm2)": 125.0,
- "Ratio for Local Buckling, c/t": 47.0,
- "Second Moment of Area, I (cm4)": 31900.0,
- "Radius of Gyration, i (cm)": 16.0,
- "Elastic Modulus, Wel (cm3)": 1590.0,
- "Plastic Modulus, Wpl (cm3)": 1830.0,
- "Torsional Constant, IT (cm4)": 48700.0,
- "Torsional Constant, Wt (cm3)": 2360.0,
- "Surface Area Per Metre (m2)": 1.58,
- "Surface Area Per Tonne (m2)": 16.1
- },
- "400x400x8.8": {
- "Is Non-Standard": true,
- "Mass Per Metre (kg/m)": 107.0,
- "Area of Section, A (cm2)": 137.0,
- "Ratio for Local Buckling, c/t": 42.5,
- "Second Moment of Area, I (cm4)": 34800.0,
- "Radius of Gyration, i (cm)": 15.9,
- "Elastic Modulus, Wel (cm3)": 1740.0,
- "Plastic Modulus, Wpl (cm3)": 2000.0,
- "Torsional Constant, IT (cm4)": 53300.0,
- "Torsional Constant, Wt (cm3)": 2580.0,
- "Surface Area Per Metre (m2)": 1.58,
- "Surface Area Per Tonne (m2)": 14.8
- },
- "400x400x10.0": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 122.0,
- "Area of Section, A (cm2)": 155.0,
- "Ratio for Local Buckling, c/t": 37.0,
- "Second Moment of Area, I (cm4)": 39100.0,
- "Radius of Gyration, i (cm)": 15.9,
- "Elastic Modulus, Wel (cm3)": 1960.0,
- "Plastic Modulus, Wpl (cm3)": 2260.0,
- "Torsional Constant, IT (cm4)": 60100.0,
- "Torsional Constant, Wt (cm3)": 2900.0,
- "Surface Area Per Metre (m2)": 1.57,
- "Surface Area Per Tonne (m2)": 12.9
- },
- "400x400x11.0": {
- "Is Non-Standard": true,
- "Mass Per Metre (kg/m)": 133.0,
- "Area of Section, A (cm2)": 170.0,
- "Ratio for Local Buckling, c/t": 33.4,
- "Second Moment of Area, I (cm4)": 42700.0,
- "Radius of Gyration, i (cm)": 15.8,
- "Elastic Modulus, Wel (cm3)": 2130.0,
- "Plastic Modulus, Wpl (cm3)": 2470.0,
- "Torsional Constant, IT (cm4)": 65700.0,
- "Torsional Constant, Wt (cm3)": 3150.0,
- "Surface Area Per Metre (m2)": 1.57,
- "Surface Area Per Tonne (m2)": 11.8
- },
- "400x400x12.5": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 151.0,
- "Area of Section, A (cm2)": 192.0,
- "Ratio for Local Buckling, c/t": 29.0,
- "Second Moment of Area, I (cm4)": 47800.0,
- "Radius of Gyration, i (cm)": 15.8,
- "Elastic Modulus, Wel (cm3)": 2390.0,
- "Plastic Modulus, Wpl (cm3)": 2780.0,
- "Torsional Constant, IT (cm4)": 73900.0,
- "Torsional Constant, Wt (cm3)": 3530.0,
- "Surface Area Per Metre (m2)": 1.57,
- "Surface Area Per Tonne (m2)": 10.4
- },
- "400x400x14.2": {
- "Is Non-Standard": true,
- "Mass Per Metre (kg/m)": 170.0,
- "Area of Section, A (cm2)": 217.0,
- "Ratio for Local Buckling, c/t": 25.2,
- "Second Moment of Area, I (cm4)": 53500.0,
- "Radius of Gyration, i (cm)": 15.7,
- "Elastic Modulus, Wel (cm3)": 2680.0,
- "Plastic Modulus, Wpl (cm3)": 3130.0,
- "Torsional Constant, IT (cm4)": 83000.0,
- "Torsional Constant, Wt (cm3)": 3940.0,
- "Surface Area Per Metre (m2)": 1.56,
- "Surface Area Per Tonne (m2)": 9.18
- },
- "400x400x16.0": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 191.0,
- "Area of Section, A (cm2)": 243.0,
- "Ratio for Local Buckling, c/t": 22.0,
- "Second Moment of Area, I (cm4)": 59300.0,
- "Radius of Gyration, i (cm)": 15.6,
- "Elastic Modulus, Wel (cm3)": 2970.0,
- "Plastic Modulus, Wpl (cm3)": 3480.0,
- "Torsional Constant, IT (cm4)": 92400.0,
- "Torsional Constant, Wt (cm3)": 4360.0,
- "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/pfc.json b/pkg/bluebook/.d/properties/pfc.json
deleted file mode 100644
index 959c0de..0000000
--- a/pkg/bluebook/.d/properties/pfc.json
+++ /dev/null
@@ -1,498 +0,0 @@
-{
- "430x100x64": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 64.4,
- "Depth of Section, h (mm)": 430.0,
- "Width of Section, b (mm)": 100.0,
- "Web Thickness, tw (mm)": 11.0,
- "Flange Thickness, tf (mm)": 19.0,
- "Root Radius, r (mm)": 15.0,
- "Depth Between Fillets, d (mm)": 362.0,
- "Ratios for Local Web Buckling, cw/tw": 32.9,
- "Ratios for Local Flange Buckling, cf/tf": 3.89,
- "Distance, e0 (cm)": 3.27,
- "End Clearance Dimension for Detailing, C (mm)": 13.0,
- "Longitudinal Notch Dimension, N (mm)": 96.0,
- "Vertical Notch Dimension, n (mm)": 34.0,
- "Surface Area Per Metre (m2)": 1.23,
- "Surface Area Per Tonne (m2)": 19.1,
- "Second Moment of Area, Y-Y (cm4)": 21900.0,
- "Second Moment of Area, Z-Z (cm4)": 722.0,
- "Radius of Gyration, Y-Y (cm)": 16.3,
- "Radius of Gyration, Z-Z (cm)": 2.97,
- "Elastic Modulus, Y-Y (cm3)": 1020.0,
- "Elastic Modulus, Z-Z (cm3)": 97.9,
- "Plastic Modulus, Y-Y (cm3)": 1220.0,
- "Plastic Modulus, Z-Z (cm3)": 176.0,
- "Buckling Parameter, U": 0.916,
- "Torsional Index, X": 22.5,
- "Warping Constant, Iw (dm6)": 0.219,
- "Torsional Constant, IT (cm4)": 63.0,
- "Area of Section, A (cm2)": 82.1
- },
- "380x100x54": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 54.0,
- "Depth of Section, h (mm)": 380.0,
- "Width of Section, b (mm)": 100.0,
- "Web Thickness, tw (mm)": 9.5,
- "Flange Thickness, tf (mm)": 17.5,
- "Root Radius, r (mm)": 15.0,
- "Depth Between Fillets, d (mm)": 315.0,
- "Ratios for Local Web Buckling, cw/tw": 33.2,
- "Ratios for Local Flange Buckling, cf/tf": 4.31,
- "Distance, e0 (cm)": 3.48,
- "End Clearance Dimension for Detailing, C (mm)": 12.0,
- "Longitudinal Notch Dimension, N (mm)": 98.0,
- "Vertical Notch Dimension, n (mm)": 34.0,
- "Surface Area Per Metre (m2)": 1.13,
- "Surface Area Per Tonne (m2)": 20.9,
- "Second Moment of Area, Y-Y (cm4)": 15000.0,
- "Second Moment of Area, Z-Z (cm4)": 643.0,
- "Radius of Gyration, Y-Y (cm)": 14.8,
- "Radius of Gyration, Z-Z (cm)": 3.06,
- "Elastic Modulus, Y-Y (cm3)": 791.0,
- "Elastic Modulus, Z-Z (cm3)": 89.2,
- "Plastic Modulus, Y-Y (cm3)": 933.0,
- "Plastic Modulus, Z-Z (cm3)": 161.0,
- "Buckling Parameter, U": 0.933,
- "Torsional Index, X": 21.2,
- "Warping Constant, Iw (dm6)": 0.15,
- "Torsional Constant, IT (cm4)": 45.7,
- "Area of Section, A (cm2)": 68.7
- },
- "300x100x46": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 45.5,
- "Depth of Section, h (mm)": 300.0,
- "Width of Section, b (mm)": 100.0,
- "Web Thickness, tw (mm)": 9.0,
- "Flange Thickness, tf (mm)": 16.5,
- "Root Radius, r (mm)": 15.0,
- "Depth Between Fillets, d (mm)": 237.0,
- "Ratios for Local Web Buckling, cw/tw": 26.3,
- "Ratios for Local Flange Buckling, cf/tf": 4.61,
- "Distance, e0 (cm)": 3.67,
- "End Clearance Dimension for Detailing, C (mm)": 11.0,
- "Longitudinal Notch Dimension, N (mm)": 98.0,
- "Vertical Notch Dimension, n (mm)": 32.0,
- "Surface Area Per Metre (m2)": 0.969,
- "Surface Area Per Tonne (m2)": 21.3,
- "Second Moment of Area, Y-Y (cm4)": 8230.0,
- "Second Moment of Area, Z-Z (cm4)": 568.0,
- "Radius of Gyration, Y-Y (cm)": 11.9,
- "Radius of Gyration, Z-Z (cm)": 3.13,
- "Elastic Modulus, Y-Y (cm3)": 549.0,
- "Elastic Modulus, Z-Z (cm3)": 81.7,
- "Plastic Modulus, Y-Y (cm3)": 641.0,
- "Plastic Modulus, Z-Z (cm3)": 148.0,
- "Buckling Parameter, U": 0.944,
- "Torsional Index, X": 17.0,
- "Warping Constant, Iw (dm6)": 0.0813,
- "Torsional Constant, IT (cm4)": 36.8,
- "Area of Section, A (cm2)": 58.0
- },
- "300x90x41": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 41.4,
- "Depth of Section, h (mm)": 300.0,
- "Width of Section, b (mm)": 90.0,
- "Web Thickness, tw (mm)": 9.0,
- "Flange Thickness, tf (mm)": 15.5,
- "Root Radius, r (mm)": 12.0,
- "Depth Between Fillets, d (mm)": 245.0,
- "Ratios for Local Web Buckling, cw/tw": 27.2,
- "Ratios for Local Flange Buckling, cf/tf": 4.45,
- "Distance, e0 (cm)": 3.18,
- "End Clearance Dimension for Detailing, C (mm)": 11.0,
- "Longitudinal Notch Dimension, N (mm)": 88.0,
- "Vertical Notch Dimension, n (mm)": 28.0,
- "Surface Area Per Metre (m2)": 0.932,
- "Surface Area Per Tonne (m2)": 22.5,
- "Second Moment of Area, Y-Y (cm4)": 7220.0,
- "Second Moment of Area, Z-Z (cm4)": 404.0,
- "Radius of Gyration, Y-Y (cm)": 11.7,
- "Radius of Gyration, Z-Z (cm)": 2.77,
- "Elastic Modulus, Y-Y (cm3)": 481.0,
- "Elastic Modulus, Z-Z (cm3)": 63.1,
- "Plastic Modulus, Y-Y (cm3)": 568.0,
- "Plastic Modulus, Z-Z (cm3)": 114.0,
- "Buckling Parameter, U": 0.934,
- "Torsional Index, X": 18.3,
- "Warping Constant, Iw (dm6)": 0.0581,
- "Torsional Constant, IT (cm4)": 28.8,
- "Area of Section, A (cm2)": 52.7
- },
- "260x90x35": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 34.8,
- "Depth of Section, h (mm)": 260.0,
- "Width of Section, b (mm)": 90.0,
- "Web Thickness, tw (mm)": 8.0,
- "Flange Thickness, tf (mm)": 14.0,
- "Root Radius, r (mm)": 12.0,
- "Depth Between Fillets, d (mm)": 208.0,
- "Ratios for Local Web Buckling, cw/tw": 26.0,
- "Ratios for Local Flange Buckling, cf/tf": 5.0,
- "Distance, e0 (cm)": 3.31,
- "End Clearance Dimension for Detailing, C (mm)": 10.0,
- "Longitudinal Notch Dimension, N (mm)": 88.0,
- "Vertical Notch Dimension, n (mm)": 26.0,
- "Surface Area Per Metre (m2)": 0.854,
- "Surface Area Per Tonne (m2)": 24.5,
- "Second Moment of Area, Y-Y (cm4)": 4730.0,
- "Second Moment of Area, Z-Z (cm4)": 353.0,
- "Radius of Gyration, Y-Y (cm)": 10.3,
- "Radius of Gyration, Z-Z (cm)": 2.82,
- "Elastic Modulus, Y-Y (cm3)": 364.0,
- "Elastic Modulus, Z-Z (cm3)": 56.3,
- "Plastic Modulus, Y-Y (cm3)": 425.0,
- "Plastic Modulus, Z-Z (cm3)": 102.0,
- "Buckling Parameter, U": 0.943,
- "Torsional Index, X": 17.2,
- "Warping Constant, Iw (dm6)": 0.0379,
- "Torsional Constant, IT (cm4)": 20.6,
- "Area of Section, A (cm2)": 44.4
- },
- "260x75x28": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 27.6,
- "Depth of Section, h (mm)": 260.0,
- "Width of Section, b (mm)": 75.0,
- "Web Thickness, tw (mm)": 7.0,
- "Flange Thickness, tf (mm)": 12.0,
- "Root Radius, r (mm)": 12.0,
- "Depth Between Fillets, d (mm)": 212.0,
- "Ratios for Local Web Buckling, cw/tw": 30.3,
- "Ratios for Local Flange Buckling, cf/tf": 4.67,
- "Distance, e0 (cm)": 2.61,
- "End Clearance Dimension for Detailing, C (mm)": 9.0,
- "Longitudinal Notch Dimension, N (mm)": 74.0,
- "Vertical Notch Dimension, n (mm)": 24.0,
- "Surface Area Per Metre (m2)": 0.796,
- "Surface Area Per Tonne (m2)": 28.8,
- "Second Moment of Area, Y-Y (cm4)": 3620.0,
- "Second Moment of Area, Z-Z (cm4)": 185.0,
- "Radius of Gyration, Y-Y (cm)": 10.1,
- "Radius of Gyration, Z-Z (cm)": 2.3,
- "Elastic Modulus, Y-Y (cm3)": 278.0,
- "Elastic Modulus, Z-Z (cm3)": 34.4,
- "Plastic Modulus, Y-Y (cm3)": 328.0,
- "Plastic Modulus, Z-Z (cm3)": 62.0,
- "Buckling Parameter, U": 0.932,
- "Torsional Index, X": 20.5,
- "Warping Constant, Iw (dm6)": 0.0203,
- "Torsional Constant, IT (cm4)": 11.7,
- "Area of Section, A (cm2)": 35.1
- },
- "230x90x32": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 32.2,
- "Depth of Section, h (mm)": 230.0,
- "Width of Section, b (mm)": 90.0,
- "Web Thickness, tw (mm)": 7.5,
- "Flange Thickness, tf (mm)": 14.0,
- "Root Radius, r (mm)": 12.0,
- "Depth Between Fillets, d (mm)": 178.0,
- "Ratios for Local Web Buckling, cw/tw": 23.7,
- "Ratios for Local Flange Buckling, cf/tf": 5.04,
- "Distance, e0 (cm)": 3.45,
- "End Clearance Dimension for Detailing, C (mm)": 10.0,
- "Longitudinal Notch Dimension, N (mm)": 90.0,
- "Vertical Notch Dimension, n (mm)": 26.0,
- "Surface Area Per Metre (m2)": 0.795,
- "Surface Area Per Tonne (m2)": 24.7,
- "Second Moment of Area, Y-Y (cm4)": 3520.0,
- "Second Moment of Area, Z-Z (cm4)": 334.0,
- "Radius of Gyration, Y-Y (cm)": 9.27,
- "Radius of Gyration, Z-Z (cm)": 2.86,
- "Elastic Modulus, Y-Y (cm3)": 306.0,
- "Elastic Modulus, Z-Z (cm3)": 55.0,
- "Plastic Modulus, Y-Y (cm3)": 355.0,
- "Plastic Modulus, Z-Z (cm3)": 98.9,
- "Buckling Parameter, U": 0.949,
- "Torsional Index, X": 15.1,
- "Warping Constant, Iw (dm6)": 0.0279,
- "Torsional Constant, IT (cm4)": 19.3,
- "Area of Section, A (cm2)": 41.0
- },
- "230x75x26": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 25.7,
- "Depth of Section, h (mm)": 230.0,
- "Width of Section, b (mm)": 75.0,
- "Web Thickness, tw (mm)": 6.5,
- "Flange Thickness, tf (mm)": 12.5,
- "Root Radius, r (mm)": 12.0,
- "Depth Between Fillets, d (mm)": 181.0,
- "Ratios for Local Web Buckling, cw/tw": 27.8,
- "Ratios for Local Flange Buckling, cf/tf": 4.52,
- "Distance, e0 (cm)": 2.77,
- "End Clearance Dimension for Detailing, C (mm)": 9.0,
- "Longitudinal Notch Dimension, N (mm)": 76.0,
- "Vertical Notch Dimension, n (mm)": 26.0,
- "Surface Area Per Metre (m2)": 0.737,
- "Surface Area Per Tonne (m2)": 28.7,
- "Second Moment of Area, Y-Y (cm4)": 2750.0,
- "Second Moment of Area, Z-Z (cm4)": 181.0,
- "Radius of Gyration, Y-Y (cm)": 9.17,
- "Radius of Gyration, Z-Z (cm)": 2.35,
- "Elastic Modulus, Y-Y (cm3)": 239.0,
- "Elastic Modulus, Z-Z (cm3)": 34.8,
- "Plastic Modulus, Y-Y (cm3)": 278.0,
- "Plastic Modulus, Z-Z (cm3)": 63.2,
- "Buckling Parameter, U": 0.945,
- "Torsional Index, X": 17.3,
- "Warping Constant, Iw (dm6)": 0.0153,
- "Torsional Constant, IT (cm4)": 11.8,
- "Area of Section, A (cm2)": 32.7
- },
- "200x90x30": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 29.7,
- "Depth of Section, h (mm)": 200.0,
- "Width of Section, b (mm)": 90.0,
- "Web Thickness, tw (mm)": 7.0,
- "Flange Thickness, tf (mm)": 14.0,
- "Root Radius, r (mm)": 12.0,
- "Depth Between Fillets, d (mm)": 148.0,
- "Ratios for Local Web Buckling, cw/tw": 21.1,
- "Ratios for Local Flange Buckling, cf/tf": 5.07,
- "Distance, e0 (cm)": 3.6,
- "End Clearance Dimension for Detailing, C (mm)": 9.0,
- "Longitudinal Notch Dimension, N (mm)": 90.0,
- "Vertical Notch Dimension, n (mm)": 26.0,
- "Surface Area Per Metre (m2)": 0.736,
- "Surface Area Per Tonne (m2)": 24.8,
- "Second Moment of Area, Y-Y (cm4)": 2520.0,
- "Second Moment of Area, Z-Z (cm4)": 314.0,
- "Radius of Gyration, Y-Y (cm)": 8.16,
- "Radius of Gyration, Z-Z (cm)": 2.88,
- "Elastic Modulus, Y-Y (cm3)": 252.0,
- "Elastic Modulus, Z-Z (cm3)": 53.4,
- "Plastic Modulus, Y-Y (cm3)": 291.0,
- "Plastic Modulus, Z-Z (cm3)": 94.5,
- "Buckling Parameter, U": 0.952,
- "Torsional Index, X": 12.9,
- "Warping Constant, Iw (dm6)": 0.0197,
- "Torsional Constant, IT (cm4)": 18.3,
- "Area of Section, A (cm2)": 37.9
- },
- "200x75x23": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 23.4,
- "Depth of Section, h (mm)": 200.0,
- "Width of Section, b (mm)": 75.0,
- "Web Thickness, tw (mm)": 6.0,
- "Flange Thickness, tf (mm)": 12.5,
- "Root Radius, r (mm)": 12.0,
- "Depth Between Fillets, d (mm)": 151.0,
- "Ratios for Local Web Buckling, cw/tw": 25.2,
- "Ratios for Local Flange Buckling, cf/tf": 4.56,
- "Distance, e0 (cm)": 2.91,
- "End Clearance Dimension for Detailing, C (mm)": 8.0,
- "Longitudinal Notch Dimension, N (mm)": 76.0,
- "Vertical Notch Dimension, n (mm)": 26.0,
- "Surface Area Per Metre (m2)": 0.678,
- "Surface Area Per Tonne (m2)": 29.0,
- "Second Moment of Area, Y-Y (cm4)": 1960.0,
- "Second Moment of Area, Z-Z (cm4)": 170.0,
- "Radius of Gyration, Y-Y (cm)": 8.11,
- "Radius of Gyration, Z-Z (cm)": 2.39,
- "Elastic Modulus, Y-Y (cm3)": 196.0,
- "Elastic Modulus, Z-Z (cm3)": 33.8,
- "Plastic Modulus, Y-Y (cm3)": 227.0,
- "Plastic Modulus, Z-Z (cm3)": 60.6,
- "Buckling Parameter, U": 0.956,
- "Torsional Index, X": 14.7,
- "Warping Constant, Iw (dm6)": 0.0107,
- "Torsional Constant, IT (cm4)": 11.1,
- "Area of Section, A (cm2)": 29.9
- },
- "180x90x26": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 26.1,
- "Depth of Section, h (mm)": 180.0,
- "Width of Section, b (mm)": 90.0,
- "Web Thickness, tw (mm)": 6.5,
- "Flange Thickness, tf (mm)": 12.5,
- "Root Radius, r (mm)": 12.0,
- "Depth Between Fillets, d (mm)": 131.0,
- "Ratios for Local Web Buckling, cw/tw": 20.2,
- "Ratios for Local Flange Buckling, cf/tf": 5.72,
- "Distance, e0 (cm)": 3.63,
- "End Clearance Dimension for Detailing, C (mm)": 9.0,
- "Longitudinal Notch Dimension, N (mm)": 90.0,
- "Vertical Notch Dimension, n (mm)": 26.0,
- "Surface Area Per Metre (m2)": 0.697,
- "Surface Area Per Tonne (m2)": 26.7,
- "Second Moment of Area, Y-Y (cm4)": 1820.0,
- "Second Moment of Area, Z-Z (cm4)": 277.0,
- "Radius of Gyration, Y-Y (cm)": 7.4,
- "Radius of Gyration, Z-Z (cm)": 2.89,
- "Elastic Modulus, Y-Y (cm3)": 202.0,
- "Elastic Modulus, Z-Z (cm3)": 47.4,
- "Plastic Modulus, Y-Y (cm3)": 232.0,
- "Plastic Modulus, Z-Z (cm3)": 83.5,
- "Buckling Parameter, U": 0.95,
- "Torsional Index, X": 12.8,
- "Warping Constant, Iw (dm6)": 0.0141,
- "Torsional Constant, IT (cm4)": 13.3,
- "Area of Section, A (cm2)": 33.2
- },
- "180x75x20": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 20.3,
- "Depth of Section, h (mm)": 180.0,
- "Width of Section, b (mm)": 75.0,
- "Web Thickness, tw (mm)": 6.0,
- "Flange Thickness, tf (mm)": 10.5,
- "Root Radius, r (mm)": 12.0,
- "Depth Between Fillets, d (mm)": 135.0,
- "Ratios for Local Web Buckling, cw/tw": 22.5,
- "Ratios for Local Flange Buckling, cf/tf": 5.43,
- "Distance, e0 (cm)": 2.85,
- "End Clearance Dimension for Detailing, C (mm)": 8.0,
- "Longitudinal Notch Dimension, N (mm)": 76.0,
- "Vertical Notch Dimension, n (mm)": 24.0,
- "Surface Area Per Metre (m2)": 0.638,
- "Surface Area Per Tonne (m2)": 31.4,
- "Second Moment of Area, Y-Y (cm4)": 1370.0,
- "Second Moment of Area, Z-Z (cm4)": 146.0,
- "Radius of Gyration, Y-Y (cm)": 7.27,
- "Radius of Gyration, Z-Z (cm)": 2.38,
- "Elastic Modulus, Y-Y (cm3)": 152.0,
- "Elastic Modulus, Z-Z (cm3)": 28.8,
- "Plastic Modulus, Y-Y (cm3)": 176.0,
- "Plastic Modulus, Z-Z (cm3)": 51.8,
- "Buckling Parameter, U": 0.945,
- "Torsional Index, X": 15.3,
- "Warping Constant, Iw (dm6)": 0.00754,
- "Torsional Constant, IT (cm4)": 7.34,
- "Area of Section, A (cm2)": 25.9
- },
- "150x90x24": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 23.9,
- "Depth of Section, h (mm)": 150.0,
- "Width of Section, b (mm)": 90.0,
- "Web Thickness, tw (mm)": 6.5,
- "Flange Thickness, tf (mm)": 12.0,
- "Root Radius, r (mm)": 12.0,
- "Depth Between Fillets, d (mm)": 102.0,
- "Ratios for Local Web Buckling, cw/tw": 15.7,
- "Ratios for Local Flange Buckling, cf/tf": 5.96,
- "Distance, e0 (cm)": 3.71,
- "End Clearance Dimension for Detailing, C (mm)": 9.0,
- "Longitudinal Notch Dimension, N (mm)": 90.0,
- "Vertical Notch Dimension, n (mm)": 24.0,
- "Surface Area Per Metre (m2)": 0.637,
- "Surface Area Per Tonne (m2)": 26.7,
- "Second Moment of Area, Y-Y (cm4)": 1160.0,
- "Second Moment of Area, Z-Z (cm4)": 253.0,
- "Radius of Gyration, Y-Y (cm)": 6.18,
- "Radius of Gyration, Z-Z (cm)": 2.89,
- "Elastic Modulus, Y-Y (cm3)": 155.0,
- "Elastic Modulus, Z-Z (cm3)": 44.4,
- "Plastic Modulus, Y-Y (cm3)": 179.0,
- "Plastic Modulus, Z-Z (cm3)": 76.9,
- "Buckling Parameter, U": 0.937,
- "Torsional Index, X": 10.8,
- "Warping Constant, Iw (dm6)": 0.0089,
- "Torsional Constant, IT (cm4)": 11.8,
- "Area of Section, A (cm2)": 30.4
- },
- "150x75x18": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 17.9,
- "Depth of Section, h (mm)": 150.0,
- "Width of Section, b (mm)": 75.0,
- "Web Thickness, tw (mm)": 5.5,
- "Flange Thickness, tf (mm)": 10.0,
- "Root Radius, r (mm)": 12.0,
- "Depth Between Fillets, d (mm)": 106.0,
- "Ratios for Local Web Buckling, cw/tw": 19.3,
- "Ratios for Local Flange Buckling, cf/tf": 5.75,
- "Distance, e0 (cm)": 2.97,
- "End Clearance Dimension for Detailing, C (mm)": 8.0,
- "Longitudinal Notch Dimension, N (mm)": 76.0,
- "Vertical Notch Dimension, n (mm)": 22.0,
- "Surface Area Per Metre (m2)": 0.579,
- "Surface Area Per Tonne (m2)": 32.3,
- "Second Moment of Area, Y-Y (cm4)": 861.0,
- "Second Moment of Area, Z-Z (cm4)": 131.0,
- "Radius of Gyration, Y-Y (cm)": 6.15,
- "Radius of Gyration, Z-Z (cm)": 2.4,
- "Elastic Modulus, Y-Y (cm3)": 115.0,
- "Elastic Modulus, Z-Z (cm3)": 26.6,
- "Plastic Modulus, Y-Y (cm3)": 132.0,
- "Plastic Modulus, Z-Z (cm3)": 47.2,
- "Buckling Parameter, U": 0.945,
- "Torsional Index, X": 13.1,
- "Warping Constant, Iw (dm6)": 0.00467,
- "Torsional Constant, IT (cm4)": 6.1,
- "Area of Section, A (cm2)": 22.8
- },
- "125x65x15": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 14.8,
- "Depth of Section, h (mm)": 125.0,
- "Width of Section, b (mm)": 65.0,
- "Web Thickness, tw (mm)": 5.5,
- "Flange Thickness, tf (mm)": 9.5,
- "Root Radius, r (mm)": 12.0,
- "Depth Between Fillets, d (mm)": 82.0,
- "Ratios for Local Web Buckling, cw/tw": 14.9,
- "Ratios for Local Flange Buckling, cf/tf": 5.0,
- "Distance, e0 (cm)": 2.54,
- "End Clearance Dimension for Detailing, C (mm)": 8.0,
- "Longitudinal Notch Dimension, N (mm)": 66.0,
- "Vertical Notch Dimension, n (mm)": 22.0,
- "Surface Area Per Metre (m2)": 0.489,
- "Surface Area Per Tonne (m2)": 33.0,
- "Second Moment of Area, Y-Y (cm4)": 483.0,
- "Second Moment of Area, Z-Z (cm4)": 80.0,
- "Radius of Gyration, Y-Y (cm)": 5.07,
- "Radius of Gyration, Z-Z (cm)": 2.06,
- "Elastic Modulus, Y-Y (cm3)": 77.3,
- "Elastic Modulus, Z-Z (cm3)": 18.8,
- "Plastic Modulus, Y-Y (cm3)": 89.9,
- "Plastic Modulus, Z-Z (cm3)": 33.2,
- "Buckling Parameter, U": 0.942,
- "Torsional Index, X": 11.1,
- "Warping Constant, Iw (dm6)": 0.00194,
- "Torsional Constant, IT (cm4)": 4.72,
- "Area of Section, A (cm2)": 18.8
- },
- "100x50x10": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 10.2,
- "Depth of Section, h (mm)": 100.0,
- "Width of Section, b (mm)": 50.0,
- "Web Thickness, tw (mm)": 5.0,
- "Flange Thickness, tf (mm)": 8.5,
- "Root Radius, r (mm)": 9.0,
- "Depth Between Fillets, d (mm)": 65.0,
- "Ratios for Local Web Buckling, cw/tw": 13.0,
- "Ratios for Local Flange Buckling, cf/tf": 4.24,
- "Distance, e0 (cm)": 1.93,
- "End Clearance Dimension for Detailing, C (mm)": 7.0,
- "Longitudinal Notch Dimension, N (mm)": 52.0,
- "Vertical Notch Dimension, n (mm)": 18.0,
- "Surface Area Per Metre (m2)": 0.382,
- "Surface Area Per Tonne (m2)": 37.5,
- "Second Moment of Area, Y-Y (cm4)": 208.0,
- "Second Moment of Area, Z-Z (cm4)": 32.3,
- "Radius of Gyration, Y-Y (cm)": 4.0,
- "Radius of Gyration, Z-Z (cm)": 1.58,
- "Elastic Modulus, Y-Y (cm3)": 41.5,
- "Elastic Modulus, Z-Z (cm3)": 9.89,
- "Plastic Modulus, Y-Y (cm3)": 48.9,
- "Plastic Modulus, Z-Z (cm3)": 17.5,
- "Buckling Parameter, U": 0.942,
- "Torsional Index, X": 10.0,
- "Warping Constant, Iw (dm6)": 0.000491,
- "Torsional Constant, IT (cm4)": 2.53,
- "Area of Section, A (cm2)": 13.0
- }
-}
\ No newline at end of file
diff --git a/pkg/bluebook/.d/properties/t-split-from-ub.json b/pkg/bluebook/.d/properties/t-split-from-ub.json
deleted file mode 100644
index 83ff98d..0000000
--- a/pkg/bluebook/.d/properties/t-split-from-ub.json
+++ /dev/null
@@ -1,1906 +0,0 @@
-{
- "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 Modulus, Z-Z (cm3)": 271.0,
- "Buckling Parameter, U": 0.651,
- "Torsional Index, X": 21.9,
- "Mono-Symmetry Index, \u03c8": 0.74,
- "Warping Constant, Iw (cm6)": 2090.0,
- "Torsional Constant, IT (cm4)": 57.9,
- "Area of Section, A (cm2)": 79.7
- },
- "305x305x119": {
- "Is Non-Standard": false,
- "Cut from Universal Beam (Section Designation)": "610x305x238",
- "Mass Per Metre (kg/m)": 119.0,
- "Width of Section, b (mm)": 311.4,
- "Depth of Section, h (mm)": 317.9,
- "Web Thickness, tw (mm)": 18.4,
- "Flange Thickness, tf (mm)": 31.4,
- "Root Radius, r (mm)": 16.5,
- "Ratios for Local Web Buckling, cw/tw": 17.3,
- "Ratios for Local Flange Buckling, cf/tf": 4.1,
- "Dimension, cy (cm)": 7.1,
- "Second Moment of Area, Y-Y (cm4)": 12400.0,
- "Second Moment of Area, Z-Z (cm4)": 7920.0,
- "Radius of Gyration, Y-Y (cm)": 9.03,
- "Radius of Gyration, Z-Z (cm)": 7.23,
- "Elastic Modulus of Flange, Y-Y (cm3)": 1740.0,
- "Elastic Modulus of Toe, Y-Y (cm3)": 501.0,
- "Elastic Modulus of Toe, Z-Z (cm3)": 509.0,
- "Plastic Modulus, Y-Y (cm3)": 894.0,
- "Plastic Modulus, Z-Z (cm3)": 787.0,
- "Buckling Parameter, U": 0.483,
- "Torsional Index, X": 10.6,
- "Mono-Symmetry Index, \u03c8": 0.662,
- "Warping Constant, Iw (cm6)": 11300.0,
- "Torsional Constant, IT (cm4)": 391.0,
- "Area of Section, A (cm2)": 152.0
- },
- "305x305x90": {
- "Is Non-Standard": false,
- "Cut from Universal Beam (Section Designation)": "610x305x179",
- "Mass Per Metre (kg/m)": 89.5,
- "Width of Section, b (mm)": 307.1,
- "Depth of Section, h (mm)": 310.0,
- "Web Thickness, tw (mm)": 14.1,
- "Flange Thickness, tf (mm)": 23.6,
- "Root Radius, r (mm)": 16.5,
- "Ratios for Local Web Buckling, cw/tw": 22.0,
- "Ratios for Local Flange Buckling, cf/tf": 5.5,
- "Dimension, cy (cm)": 6.7,
- "Second Moment of Area, Y-Y (cm4)": 9040.0,
- "Second Moment of Area, Z-Z (cm4)": 5700.0,
- "Radius of Gyration, Y-Y (cm)": 8.91,
- "Radius of Gyration, Z-Z (cm)": 7.07,
- "Elastic Modulus of Flange, Y-Y (cm3)": 1350.0,
- "Elastic Modulus of Toe, Y-Y (cm3)": 372.0,
- "Elastic Modulus of Toe, Z-Z (cm3)": 371.0,
- "Plastic Modulus, Y-Y (cm3)": 656.0,
- "Plastic Modulus, Z-Z (cm3)": 572.0,
- "Buckling Parameter, U": 0.484,
- "Torsional Index, X": 13.8,
- "Mono-Symmetry Index, \u03c8": 0.664,
- "Warping Constant, Iw (cm6)": 4710.0,
- "Torsional Constant, IT (cm4)": 170.0,
- "Area of Section, A (cm2)": 114.0
- },
- "305x305x75": {
- "Is Non-Standard": false,
- "Cut from Universal Beam (Section Designation)": "610x305x149",
- "Mass Per Metre (kg/m)": 74.6,
- "Width of Section, b (mm)": 304.8,
- "Depth of Section, h (mm)": 306.1,
- "Web Thickness, tw (mm)": 11.8,
- "Flange Thickness, tf (mm)": 19.7,
- "Root Radius, r (mm)": 16.5,
- "Ratios for Local Web Buckling, cw/tw": 25.9,
- "Ratios for Local Flange Buckling, cf/tf": 6.6,
- "Dimension, cy (cm)": 6.5,
- "Second Moment of Area, Y-Y (cm4)": 7410.0,
- "Second Moment of Area, Z-Z (cm4)": 4650.0,
- "Radius of Gyration, Y-Y (cm)": 8.83,
- "Radius of Gyration, Z-Z (cm)": 7.0,
- "Elastic Modulus of Flange, Y-Y (cm3)": 1150.0,
- "Elastic Modulus of Toe, Y-Y (cm3)": 307.0,
- "Elastic Modulus of Toe, Z-Z (cm3)": 305.0,
- "Plastic Modulus, Y-Y (cm3)": 538.0,
- "Plastic Modulus, Z-Z (cm3)": 469.0,
- "Buckling Parameter, U": 0.483,
- "Torsional Index, X": 16.4,
- "Mono-Symmetry Index, \u03c8": 0.666,
- "Warping Constant, Iw (cm6)": 2690.0,
- "Torsional Constant, IT (cm4)": 99.8,
- "Area of Section, A (cm2)": 95.0
- },
- "229x305x70": {
- "Is Non-Standard": false,
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- "Dimension, cy (cm)": 2.1,
- "Second Moment of Area, Y-Y (cm4)": 131.0,
- "Second Moment of Area, Z-Z (cm4)": 154.0,
- "Radius of Gyration, Y-Y (cm)": 2.86,
- "Radius of Gyration, Z-Z (cm)": 3.1,
- "Elastic Modulus of Flange, Y-Y (cm3)": 62.4,
- "Elastic Modulus of Toe, Y-Y (cm3)": 16.2,
- "Elastic Modulus of Toe, Z-Z (cm3)": 23.1,
- "Plastic Modulus, Y-Y (cm3)": 28.7,
- "Plastic Modulus, Z-Z (cm3)": 35.5,
- "Buckling Parameter, U": "-",
- "Torsional Index, X": "-",
- "Mono-Symmetry Index, \u03c8": 0.572,
- "Warping Constant, Iw (cm6)": 12.6,
- "Torsional Constant, IT (cm4)": 2.97,
- "Area of Section, A (cm2)": 16.0
- }
-}
\ No newline at end of file
diff --git a/pkg/bluebook/.d/properties/t-split-from-uc.json b/pkg/bluebook/.d/properties/t-split-from-uc.json
deleted file mode 100644
index d41d645..0000000
--- a/pkg/bluebook/.d/properties/t-split-from-uc.json
+++ /dev/null
@@ -1,574 +0,0 @@
-{
- "305x152x79": {
- "Is Non-Standard": false,
- "Cut from Universal Beam (Section Designation)": "305x305x158",
- "Mass Per Metre (kg/m)": 79.0,
- "Width of Section, b (mm)": 311.2,
- "Depth of Section, h (mm)": 163.5,
- "Web Thickness, tw (mm)": 15.8,
- "Flange Thickness, tf (mm)": 25.0,
- "Root Radius, r (mm)": 15.2,
- "Ratios for Local Web Buckling, cw/tw": 10.35,
- "Ratios for Local Flange Buckling, cf/tf": 5.3,
- "Dimension, cy (cm)": 3.0,
- "Second Moment of Area, Y-Y (cm4)": 1530.0,
- "Second Moment of Area, Z-Z (cm4)": 6280.0,
- "Radius of Gyration, Y-Y (cm)": 3.9,
- "Radius of Gyration, Z-Z (cm)": 7.9,
- "Elastic Modulus of Flange, Y-Y (cm3)": 503.0,
- "Elastic Modulus of Toe, Y-Y (cm3)": 115.0,
- "Elastic Modulus of Toe, Z-Z (cm3)": 404.0,
- "Plastic Modulus, Y-Y (cm3)": 225.0,
- "Plastic Modulus, Z-Z (cm3)": 615.0,
- "Buckling Parameter, U": 0.268,
- "Torsional Index, X": 3650.0,
- "Mono-Symmetry Index, \u03c8": 188.0,
- "Warping Constant, Iw (cm6)": 101.0
- },
- "305x152x69": {
- "Is Non-Standard": false,
- "Cut from Universal Beam (Section Designation)": "305x305x137",
- "Mass Per Metre (kg/m)": 68.4,
- "Width of Section, b (mm)": 309.2,
- "Depth of Section, h (mm)": 160.2,
- "Web Thickness, tw (mm)": 13.8,
- "Flange Thickness, tf (mm)": 21.7,
- "Root Radius, r (mm)": 15.2,
- "Ratios for Local Web Buckling, cw/tw": 11.61,
- "Ratios for Local Flange Buckling, cf/tf": 6.1,
- "Dimension, cy (cm)": 2.9,
- "Second Moment of Area, Y-Y (cm4)": 1290.0,
- "Second Moment of Area, Z-Z (cm4)": 5350.0,
- "Radius of Gyration, Y-Y (cm)": 3.84,
- "Radius of Gyration, Z-Z (cm)": 7.83,
- "Elastic Modulus of Flange, Y-Y (cm3)": 450.0,
- "Elastic Modulus of Toe, Y-Y (cm3)": 97.7,
- "Elastic Modulus of Toe, Z-Z (cm3)": 346.0,
- "Plastic Modulus, Y-Y (cm3)": 188.0,
- "Plastic Modulus, Z-Z (cm3)": 526.0,
- "Buckling Parameter, U": 0.263,
- "Torsional Index, X": 2340.0,
- "Mono-Symmetry Index, \u03c8": 124.0,
- "Warping Constant, Iw (cm6)": 87.2
- },
- "305x152x59": {
- "Is Non-Standard": false,
- "Cut from Universal Beam (Section Designation)": "305x305x118",
- "Mass Per Metre (kg/m)": 58.9,
- "Width of Section, b (mm)": 307.4,
- "Depth of Section, h (mm)": 157.2,
- "Web Thickness, tw (mm)": 12.0,
- "Flange Thickness, tf (mm)": 18.7,
- "Root Radius, r (mm)": 15.2,
- "Ratios for Local Web Buckling, cw/tw": 13.1,
- "Ratios for Local Flange Buckling, cf/tf": 7.1,
- "Dimension, cy (cm)": 2.7,
- "Second Moment of Area, Y-Y (cm4)": 1080.0,
- "Second Moment of Area, Z-Z (cm4)": 4530.0,
- "Radius of Gyration, Y-Y (cm)": 3.79,
- "Radius of Gyration, Z-Z (cm)": 7.77,
- "Elastic Modulus of Flange, Y-Y (cm3)": 401.0,
- "Elastic Modulus of Toe, Y-Y (cm3)": 82.8,
- "Elastic Modulus of Toe, Z-Z (cm3)": 295.0,
- "Plastic Modulus, Y-Y (cm3)": 156.0,
- "Plastic Modulus, Z-Z (cm3)": 448.0,
- "Buckling Parameter, U": 0.262,
- "Torsional Index, X": 1470.0,
- "Mono-Symmetry Index, \u03c8": 80.3,
- "Warping Constant, Iw (cm6)": 75.1
- },
- "305x152x49": {
- "Is Non-Standard": false,
- "Cut from Universal Beam (Section Designation)": "305x305x97",
- "Mass Per Metre (kg/m)": 48.4,
- "Width of Section, b (mm)": 305.3,
- "Depth of Section, h (mm)": 153.9,
- "Web Thickness, tw (mm)": 9.9,
- "Flange Thickness, tf (mm)": 15.4,
- "Root Radius, r (mm)": 15.2,
- "Ratios for Local Web Buckling, cw/tw": 15.55,
- "Ratios for Local Flange Buckling, cf/tf": 8.6,
- "Dimension, cy (cm)": 2.5,
- "Second Moment of Area, Y-Y (cm4)": 858.0,
- "Second Moment of Area, Z-Z (cm4)": 3650.0,
- "Radius of Gyration, Y-Y (cm)": 3.73,
- "Radius of Gyration, Z-Z (cm)": 7.69,
- "Elastic Modulus of Flange, Y-Y (cm3)": 343.0,
- "Elastic Modulus of Toe, Y-Y (cm3)": 66.5,
- "Elastic Modulus of Toe, Z-Z (cm3)": 239.0,
- "Plastic Modulus, Y-Y (cm3)": 123.0,
- "Plastic Modulus, Z-Z (cm3)": 363.0,
- "Buckling Parameter, U": 0.258,
- "Torsional Index, X": 806.0,
- "Mono-Symmetry Index, \u03c8": 45.5,
- "Warping Constant, Iw (cm6)": 61.7
- },
- "254x127x84": {
- "Is Non-Standard": false,
- "Cut from Universal Beam (Section Designation)": "254x254x167",
- "Mass Per Metre (kg/m)": 83.5,
- "Width of Section, b (mm)": 265.2,
- "Depth of Section, h (mm)": 144.5,
- "Web Thickness, tw (mm)": 19.2,
- "Flange Thickness, tf (mm)": 31.7,
- "Root Radius, r (mm)": 12.7,
- "Ratios for Local Web Buckling, cw/tw": 7.53,
- "Ratios for Local Flange Buckling, cf/tf": 3.5,
- "Dimension, cy (cm)": 3.1,
- "Second Moment of Area, Y-Y (cm4)": 1200.0,
- "Second Moment of Area, Z-Z (cm4)": 4930.0,
- "Radius of Gyration, Y-Y (cm)": 3.36,
- "Radius of Gyration, Z-Z (cm)": 6.81,
- "Elastic Modulus of Flange, Y-Y (cm3)": 391.0,
- "Elastic Modulus of Toe, Y-Y (cm3)": 105.0,
- "Elastic Modulus of Toe, Z-Z (cm3)": 372.0,
- "Plastic Modulus, Y-Y (cm3)": 220.0,
- "Plastic Modulus, Z-Z (cm3)": 569.0,
- "Buckling Parameter, U": 0.261,
- "Torsional Index, X": 4540.0,
- "Mono-Symmetry Index, \u03c8": 312.0,
- "Warping Constant, Iw (cm6)": 106.0
- },
- "254x127x66": {
- "Is Non-Standard": false,
- "Cut from Universal Beam (Section Designation)": "254x254x132",
- "Mass Per Metre (kg/m)": 66.0,
- "Width of Section, b (mm)": 261.3,
- "Depth of Section, h (mm)": 138.1,
- "Web Thickness, tw (mm)": 15.3,
- "Flange Thickness, tf (mm)": 25.3,
- "Root Radius, r (mm)": 12.7,
- "Ratios for Local Web Buckling, cw/tw": 9.03,
- "Ratios for Local Flange Buckling, cf/tf": 4.4,
- "Dimension, cy (cm)": 2.7,
- "Second Moment of Area, Y-Y (cm4)": 871.0,
- "Second Moment of Area, Z-Z (cm4)": 3770.0,
- "Radius of Gyration, Y-Y (cm)": 3.22,
- "Radius of Gyration, Z-Z (cm)": 6.69,
- "Elastic Modulus of Flange, Y-Y (cm3)": 323.0,
- "Elastic Modulus of Toe, Y-Y (cm3)": 78.3,
- "Elastic Modulus of Toe, Z-Z (cm3)": 288.0,
- "Plastic Modulus, Y-Y (cm3)": 159.0,
- "Plastic Modulus, Z-Z (cm3)": 439.0,
- "Buckling Parameter, U": 0.25,
- "Torsional Index, X": 2200.0,
- "Mono-Symmetry Index, \u03c8": 159.0,
- "Warping Constant, Iw (cm6)": 84.1
- },
- "254x127x54": {
- "Is Non-Standard": false,
- "Cut from Universal Beam (Section Designation)": "254x254x107",
- "Mass Per Metre (kg/m)": 53.5,
- "Width of Section, b (mm)": 258.8,
- "Depth of Section, h (mm)": 133.3,
- "Web Thickness, tw (mm)": 12.8,
- "Flange Thickness, tf (mm)": 20.5,
- "Root Radius, r (mm)": 12.7,
- "Ratios for Local Web Buckling, cw/tw": 10.41,
- "Ratios for Local Flange Buckling, cf/tf": 5.4,
- "Dimension, cy (cm)": 2.5,
- "Second Moment of Area, Y-Y (cm4)": 676.0,
- "Second Moment of Area, Z-Z (cm4)": 2960.0,
- "Radius of Gyration, Y-Y (cm)": 3.15,
- "Radius of Gyration, Z-Z (cm)": 6.59,
- "Elastic Modulus of Flange, Y-Y (cm3)": 276.0,
- "Elastic Modulus of Toe, Y-Y (cm3)": 62.1,
- "Elastic Modulus of Toe, Z-Z (cm3)": 229.0,
- "Plastic Modulus, Y-Y (cm3)": 122.0,
- "Plastic Modulus, Z-Z (cm3)": 348.0,
- "Buckling Parameter, U": 0.245,
- "Torsional Index, X": 1150.0,
- "Mono-Symmetry Index, \u03c8": 85.9,
- "Warping Constant, Iw (cm6)": 68.2
- },
- "254x127x45": {
- "Is Non-Standard": false,
- "Cut from Universal Beam (Section Designation)": "254x254x89",
- "Mass Per Metre (kg/m)": 44.4,
- "Width of Section, b (mm)": 256.3,
- "Depth of Section, h (mm)": 130.1,
- "Web Thickness, tw (mm)": 10.3,
- "Flange Thickness, tf (mm)": 17.3,
- "Root Radius, r (mm)": 12.7,
- "Ratios for Local Web Buckling, cw/tw": 12.63,
- "Ratios for Local Flange Buckling, cf/tf": 6.4,
- "Dimension, cy (cm)": 2.2,
- "Second Moment of Area, Y-Y (cm4)": 524.0,
- "Second Moment of Area, Z-Z (cm4)": 2430.0,
- "Radius of Gyration, Y-Y (cm)": 3.04,
- "Radius of Gyration, Z-Z (cm)": 6.55,
- "Elastic Modulus of Flange, Y-Y (cm3)": 237.0,
- "Elastic Modulus of Toe, Y-Y (cm3)": 48.5,
- "Elastic Modulus of Toe, Z-Z (cm3)": 190.0,
- "Plastic Modulus, Y-Y (cm3)": 94.0,
- "Plastic Modulus, Z-Z (cm3)": 288.0,
- "Buckling Parameter, U": 0.242,
- "Torsional Index, X": 660.0,
- "Mono-Symmetry Index, \u03c8": 51.1,
- "Warping Constant, Iw (cm6)": 56.7
- },
- "254x127x37": {
- "Is Non-Standard": false,
- "Cut from Universal Beam (Section Designation)": "254x254x73",
- "Mass Per Metre (kg/m)": 36.5,
- "Width of Section, b (mm)": 254.6,
- "Depth of Section, h (mm)": 127.0,
- "Web Thickness, tw (mm)": 8.6,
- "Flange Thickness, tf (mm)": 14.2,
- "Root Radius, r (mm)": 12.7,
- "Ratios for Local Web Buckling, cw/tw": 14.77,
- "Ratios for Local Flange Buckling, cf/tf": 7.8,
- "Dimension, cy (cm)": 2.1,
- "Second Moment of Area, Y-Y (cm4)": 417.0,
- "Second Moment of Area, Z-Z (cm4)": 1950.0,
- "Radius of Gyration, Y-Y (cm)": 2.99,
- "Radius of Gyration, Z-Z (cm)": 6.48,
- "Elastic Modulus of Flange, Y-Y (cm3)": 204.0,
- "Elastic Modulus of Toe, Y-Y (cm3)": 39.2,
- "Elastic Modulus of Toe, Z-Z (cm3)": 153.0,
- "Plastic Modulus, Y-Y (cm3)": 74.0,
- "Plastic Modulus, Z-Z (cm3)": 233.0,
- "Buckling Parameter, U": 0.236,
- "Torsional Index, X": 359.0,
- "Mono-Symmetry Index, \u03c8": 28.8,
- "Warping Constant, Iw (cm6)": 46.5
- },
- "203x102x64": {
- "Is Non-Standard": true,
- "Cut from Universal Beam (Section Designation)": "203x203x127",
- "Mass Per Metre (kg/m)": 63.7,
- "Width of Section, b (mm)": 213.9,
- "Depth of Section, h (mm)": 120.7,
- "Web Thickness, tw (mm)": 18.1,
- "Flange Thickness, tf (mm)": 30.1,
- "Root Radius, r (mm)": 10.2,
- "Ratios for Local Web Buckling, cw/tw": 6.67,
- "Ratios for Local Flange Buckling, cf/tf": 2.9,
- "Dimension, cy (cm)": 2.7,
- "Second Moment of Area, Y-Y (cm4)": 637.0,
- "Second Moment of Area, Z-Z (cm4)": 2460.0,
- "Radius of Gyration, Y-Y (cm)": 2.8,
- "Radius of Gyration, Z-Z (cm)": 5.5,
- "Elastic Modulus of Flange, Y-Y (cm3)": 233.0,
- "Elastic Modulus of Toe, Y-Y (cm3)": 68.2,
- "Elastic Modulus of Toe, Z-Z (cm3)": 230.0,
- "Plastic Modulus, Y-Y (cm3)": 145.0,
- "Plastic Modulus, Z-Z (cm3)": 352.0,
- "Buckling Parameter, U": 0.279,
- "Torsional Index, X": 2050.0,
- "Mono-Symmetry Index, \u03c8": 212.0,
- "Warping Constant, Iw (cm6)": 81.2
- },
- "203x102x57": {
- "Is Non-Standard": true,
- "Cut from Universal Beam (Section Designation)": "203x203x113",
- "Mass Per Metre (kg/m)": 56.7,
- "Width of Section, b (mm)": 212.1,
- "Depth of Section, h (mm)": 117.5,
- "Web Thickness, tw (mm)": 16.3,
- "Flange Thickness, tf (mm)": 26.9,
- "Root Radius, r (mm)": 10.2,
- "Ratios for Local Web Buckling, cw/tw": 7.21,
- "Ratios for Local Flange Buckling, cf/tf": 3.3,
- "Dimension, cy (cm)": 2.6,
- "Second Moment of Area, Y-Y (cm4)": 540.0,
- "Second Moment of Area, Z-Z (cm4)": 2140.0,
- "Radius of Gyration, Y-Y (cm)": 2.73,
- "Radius of Gyration, Z-Z (cm)": 5.45,
- "Elastic Modulus of Flange, Y-Y (cm3)": 211.0,
- "Elastic Modulus of Toe, Y-Y (cm3)": 58.8,
- "Elastic Modulus of Toe, Z-Z (cm3)": 202.0,
- "Plastic Modulus, Y-Y (cm3)": 123.0,
- "Plastic Modulus, Z-Z (cm3)": 309.0,
- "Buckling Parameter, U": 0.27,
- "Torsional Index, X": 1430.0,
- "Mono-Symmetry Index, \u03c8": 152.0,
- "Warping Constant, Iw (cm6)": 72.3
- },
- "203x102x50": {
- "Is Non-Standard": true,
- "Cut from Universal Beam (Section Designation)": "203x203x100",
- "Mass Per Metre (kg/m)": 49.8,
- "Width of Section, b (mm)": 210.3,
- "Depth of Section, h (mm)": 114.3,
- "Web Thickness, tw (mm)": 14.5,
- "Flange Thickness, tf (mm)": 23.7,
- "Root Radius, r (mm)": 10.2,
- "Ratios for Local Web Buckling, cw/tw": 7.88,
- "Ratios for Local Flange Buckling, cf/tf": 3.7,
- "Dimension, cy (cm)": 2.4,
- "Second Moment of Area, Y-Y (cm4)": 453.0,
- "Second Moment of Area, Z-Z (cm4)": 1840.0,
- "Radius of Gyration, Y-Y (cm)": 2.67,
- "Radius of Gyration, Z-Z (cm)": 5.39,
- "Elastic Modulus of Flange, Y-Y (cm3)": 190.0,
- "Elastic Modulus of Toe, Y-Y (cm3)": 50.0,
- "Elastic Modulus of Toe, Z-Z (cm3)": 175.0,
- "Plastic Modulus, Y-Y (cm3)": 103.0,
- "Plastic Modulus, Z-Z (cm3)": 267.0,
- "Buckling Parameter, U": 0.266,
- "Torsional Index, X": 951.0,
- "Mono-Symmetry Index, \u03c8": 104.0,
- "Warping Constant, Iw (cm6)": 63.4
- },
- "203x102x43": {
- "Is Non-Standard": false,
- "Cut from Universal Beam (Section Designation)": "203x203x86",
- "Mass Per Metre (kg/m)": 43.0,
- "Width of Section, b (mm)": 209.1,
- "Depth of Section, h (mm)": 111.0,
- "Web Thickness, tw (mm)": 12.7,
- "Flange Thickness, tf (mm)": 20.5,
- "Root Radius, r (mm)": 10.2,
- "Ratios for Local Web Buckling, cw/tw": 8.74,
- "Ratios for Local Flange Buckling, cf/tf": 4.3,
- "Dimension, cy (cm)": 2.2,
- "Second Moment of Area, Y-Y (cm4)": 373.0,
- "Second Moment of Area, Z-Z (cm4)": 1560.0,
- "Radius of Gyration, Y-Y (cm)": 2.61,
- "Radius of Gyration, Z-Z (cm)": 5.34,
- "Elastic Modulus of Flange, Y-Y (cm3)": 169.0,
- "Elastic Modulus of Toe, Y-Y (cm3)": 41.9,
- "Elastic Modulus of Toe, Z-Z (cm3)": 150.0,
- "Plastic Modulus, Y-Y (cm3)": 84.6,
- "Plastic Modulus, Z-Z (cm3)": 228.0,
- "Buckling Parameter, U": 0.257,
- "Torsional Index, X": 605.0,
- "Mono-Symmetry Index, \u03c8": 68.1,
- "Warping Constant, Iw (cm6)": 54.8
- },
- "203x102x36": {
- "Is Non-Standard": false,
- "Cut from Universal Beam (Section Designation)": "203x203x71",
- "Mass Per Metre (kg/m)": 35.5,
- "Width of Section, b (mm)": 206.4,
- "Depth of Section, h (mm)": 107.8,
- "Web Thickness, tw (mm)": 10.0,
- "Flange Thickness, tf (mm)": 17.3,
- "Root Radius, r (mm)": 10.2,
- "Ratios for Local Web Buckling, cw/tw": 10.78,
- "Ratios for Local Flange Buckling, cf/tf": 5.1,
- "Dimension, cy (cm)": 2.0,
- "Second Moment of Area, Y-Y (cm4)": 280.0,
- "Second Moment of Area, Z-Z (cm4)": 1270.0,
- "Radius of Gyration, Y-Y (cm)": 2.49,
- "Radius of Gyration, Z-Z (cm)": 5.3,
- "Elastic Modulus of Flange, Y-Y (cm3)": 143.0,
- "Elastic Modulus of Toe, Y-Y (cm3)": 31.8,
- "Elastic Modulus of Toe, Z-Z (cm3)": 123.0,
- "Plastic Modulus, Y-Y (cm3)": 63.6,
- "Plastic Modulus, Z-Z (cm3)": 187.0,
- "Buckling Parameter, U": 0.254,
- "Torsional Index, X": 343.0,
- "Mono-Symmetry Index, \u03c8": 40.0,
- "Warping Constant, Iw (cm6)": 45.2
- },
- "203x102x30": {
- "Is Non-Standard": false,
- "Cut from Universal Beam (Section Designation)": "203x203x60",
- "Mass Per Metre (kg/m)": 30.0,
- "Width of Section, b (mm)": 205.8,
- "Depth of Section, h (mm)": 104.7,
- "Web Thickness, tw (mm)": 9.4,
- "Flange Thickness, tf (mm)": 14.2,
- "Root Radius, r (mm)": 10.2,
- "Ratios for Local Web Buckling, cw/tw": 11.14,
- "Ratios for Local Flange Buckling, cf/tf": 6.2,
- "Dimension, cy (cm)": 1.9,
- "Second Moment of Area, Y-Y (cm4)": 244.0,
- "Second Moment of Area, Z-Z (cm4)": 1030.0,
- "Radius of Gyration, Y-Y (cm)": 2.53,
- "Radius of Gyration, Z-Z (cm)": 5.2,
- "Elastic Modulus of Flange, Y-Y (cm3)": 129.0,
- "Elastic Modulus of Toe, Y-Y (cm3)": 28.4,
- "Elastic Modulus of Toe, Z-Z (cm3)": 100.0,
- "Plastic Modulus, Y-Y (cm3)": 54.3,
- "Plastic Modulus, Z-Z (cm3)": 153.0,
- "Buckling Parameter, U": 0.245,
- "Torsional Index, X": 195.0,
- "Mono-Symmetry Index, \u03c8": 23.5,
- "Warping Constant, Iw (cm6)": 38.2
- },
- "203x102x26": {
- "Is Non-Standard": false,
- "Cut from Universal Beam (Section Designation)": "203x203x52",
- "Mass Per Metre (kg/m)": 26.0,
- "Width of Section, b (mm)": 204.3,
- "Depth of Section, h (mm)": 103.0,
- "Web Thickness, tw (mm)": 7.9,
- "Flange Thickness, tf (mm)": 12.5,
- "Root Radius, r (mm)": 10.2,
- "Ratios for Local Web Buckling, cw/tw": 13.04,
- "Ratios for Local Flange Buckling, cf/tf": 7.0,
- "Dimension, cy (cm)": 1.8,
- "Second Moment of Area, Y-Y (cm4)": 200.0,
- "Second Moment of Area, Z-Z (cm4)": 889.0,
- "Radius of Gyration, Y-Y (cm)": 2.46,
- "Radius of Gyration, Z-Z (cm)": 5.18,
- "Elastic Modulus of Flange, Y-Y (cm3)": 115.0,
- "Elastic Modulus of Toe, Y-Y (cm3)": 23.4,
- "Elastic Modulus of Toe, Z-Z (cm3)": 87.0,
- "Plastic Modulus, Y-Y (cm3)": 44.5,
- "Plastic Modulus, Z-Z (cm3)": 132.0,
- "Buckling Parameter, U": 0.243,
- "Torsional Index, X": 128.0,
- "Mono-Symmetry Index, \u03c8": 15.8,
- "Warping Constant, Iw (cm6)": 33.1
- },
- "203x102x23": {
- "Is Non-Standard": false,
- "Cut from Universal Beam (Section Designation)": "203x203x46",
- "Mass Per Metre (kg/m)": 23.0,
- "Width of Section, b (mm)": 203.6,
- "Depth of Section, h (mm)": 101.5,
- "Web Thickness, tw (mm)": 7.2,
- "Flange Thickness, tf (mm)": 11.0,
- "Root Radius, r (mm)": 10.2,
- "Ratios for Local Web Buckling, cw/tw": 14.1,
- "Ratios for Local Flange Buckling, cf/tf": 8.0,
- "Dimension, cy (cm)": 1.7,
- "Second Moment of Area, Y-Y (cm4)": 177.0,
- "Second Moment of Area, Z-Z (cm4)": 774.0,
- "Radius of Gyration, Y-Y (cm)": 2.45,
- "Radius of Gyration, Z-Z (cm)": 5.13,
- "Elastic Modulus of Flange, Y-Y (cm3)": 105.0,
- "Elastic Modulus of Toe, Y-Y (cm3)": 20.9,
- "Elastic Modulus of Toe, Z-Z (cm3)": 76.0,
- "Plastic Modulus, Y-Y (cm3)": 39.0,
- "Plastic Modulus, Z-Z (cm3)": 115.0,
- "Buckling Parameter, U": 0.242,
- "Torsional Index, X": 87.2,
- "Mono-Symmetry Index, \u03c8": 11.0,
- "Warping Constant, Iw (cm6)": 29.4
- },
- "152x76x26": {
- "Is Non-Standard": true,
- "Cut from Universal Beam (Section Designation)": "152x152x51",
- "Mass Per Metre (kg/m)": 25.6,
- "Width of Section, b (mm)": 157.4,
- "Depth of Section, h (mm)": 85.1,
- "Web Thickness, tw (mm)": 11.0,
- "Flange Thickness, tf (mm)": 15.7,
- "Root Radius, r (mm)": 7.6,
- "Ratios for Local Web Buckling, cw/tw": 7.74,
- "Ratios for Local Flange Buckling, cf/tf": 4.2,
- "Dimension, cy (cm)": 1.8,
- "Second Moment of Area, Y-Y (cm4)": 141.0,
- "Second Moment of Area, Z-Z (cm4)": 511.0,
- "Radius of Gyration, Y-Y (cm)": 2.08,
- "Radius of Gyration, Z-Z (cm)": 3.96,
- "Elastic Modulus of Flange, Y-Y (cm3)": 79.0,
- "Elastic Modulus of Toe, Y-Y (cm3)": 21.0,
- "Elastic Modulus of Toe, Z-Z (cm3)": 64.9,
- "Plastic Modulus, Y-Y (cm3)": 41.4,
- "Plastic Modulus, Z-Z (cm3)": 99.5,
- "Buckling Parameter, U": 0.281,
- "Torsional Index, X": 122.0,
- "Mono-Symmetry Index, \u03c8": 24.3,
- "Warping Constant, Iw (cm6)": 32.6
- },
- "152x76x22": {
- "Is Non-Standard": true,
- "Cut from Universal Beam (Section Designation)": "152x152x44",
- "Mass Per Metre (kg/m)": 22.0,
- "Width of Section, b (mm)": 155.9,
- "Depth of Section, h (mm)": 83.0,
- "Web Thickness, tw (mm)": 9.5,
- "Flange Thickness, tf (mm)": 13.6,
- "Root Radius, r (mm)": 7.6,
- "Ratios for Local Web Buckling, cw/tw": 8.74,
- "Ratios for Local Flange Buckling, cf/tf": 4.8,
- "Dimension, cy (cm)": 1.7,
- "Second Moment of Area, Y-Y (cm4)": 116.0,
- "Second Moment of Area, Z-Z (cm4)": 430.0,
- "Radius of Gyration, Y-Y (cm)": 2.04,
- "Radius of Gyration, Z-Z (cm)": 3.92,
- "Elastic Modulus of Flange, Y-Y (cm3)": 70.0,
- "Elastic Modulus of Toe, Y-Y (cm3)": 17.5,
- "Elastic Modulus of Toe, Z-Z (cm3)": 55.2,
- "Plastic Modulus, Y-Y (cm3)": 34.0,
- "Plastic Modulus, Z-Z (cm3)": 84.4,
- "Buckling Parameter, U": 0.281,
- "Torsional Index, X": 76.7,
- "Mono-Symmetry Index, \u03c8": 15.8,
- "Warping Constant, Iw (cm6)": 28.0
- },
- "152x76x19": {
- "Is Non-Standard": false,
- "Cut from Universal Beam (Section Designation)": "152x152x37",
- "Mass Per Metre (kg/m)": 18.5,
- "Width of Section, b (mm)": 154.4,
- "Depth of Section, h (mm)": 80.8,
- "Web Thickness, tw (mm)": 8.0,
- "Flange Thickness, tf (mm)": 11.5,
- "Root Radius, r (mm)": 7.6,
- "Ratios for Local Web Buckling, cw/tw": 10.1,
- "Ratios for Local Flange Buckling, cf/tf": 5.7,
- "Dimension, cy (cm)": 1.5,
- "Second Moment of Area, Y-Y (cm4)": 93.1,
- "Second Moment of Area, Z-Z (cm4)": 353.0,
- "Radius of Gyration, Y-Y (cm)": 1.99,
- "Radius of Gyration, Z-Z (cm)": 3.87,
- "Elastic Modulus of Flange, Y-Y (cm3)": 60.7,
- "Elastic Modulus of Toe, Y-Y (cm3)": 14.2,
- "Elastic Modulus of Toe, Z-Z (cm3)": 45.7,
- "Plastic Modulus, Y-Y (cm3)": 27.1,
- "Plastic Modulus, Z-Z (cm3)": 69.8,
- "Buckling Parameter, U": 0.277,
- "Torsional Index, X": 44.9,
- "Mono-Symmetry Index, \u03c8": 9.54,
- "Warping Constant, Iw (cm6)": 23.5
- },
- "152x76x15": {
- "Is Non-Standard": false,
- "Cut from Universal Beam (Section Designation)": "152x152x30",
- "Mass Per Metre (kg/m)": 15.0,
- "Width of Section, b (mm)": 152.9,
- "Depth of Section, h (mm)": 78.7,
- "Web Thickness, tw (mm)": 6.5,
- "Flange Thickness, tf (mm)": 9.4,
- "Root Radius, r (mm)": 7.6,
- "Ratios for Local Web Buckling, cw/tw": 12.11,
- "Ratios for Local Flange Buckling, cf/tf": 7.0,
- "Dimension, cy (cm)": 1.4,
- "Second Moment of Area, Y-Y (cm4)": 72.2,
- "Second Moment of Area, Z-Z (cm4)": 280.0,
- "Radius of Gyration, Y-Y (cm)": 1.94,
- "Radius of Gyration, Z-Z (cm)": 3.83,
- "Elastic Modulus of Flange, Y-Y (cm3)": 51.4,
- "Elastic Modulus of Toe, Y-Y (cm3)": 11.2,
- "Elastic Modulus of Toe, Z-Z (cm3)": 36.7,
- "Plastic Modulus, Y-Y (cm3)": 20.9,
- "Plastic Modulus, Z-Z (cm3)": 55.8,
- "Buckling Parameter, U": 0.269,
- "Torsional Index, X": 23.7,
- "Mono-Symmetry Index, \u03c8": 5.24,
- "Warping Constant, Iw (cm6)": 19.1
- },
- "152x76x12": {
- "Is Non-Standard": false,
- "Cut from Universal Beam (Section Designation)": "152x152x23",
- "Mass Per Metre (kg/m)": 11.5,
- "Width of Section, b (mm)": 152.2,
- "Depth of Section, h (mm)": 76.1,
- "Web Thickness, tw (mm)": 5.8,
- "Flange Thickness, tf (mm)": 6.8,
- "Root Radius, r (mm)": 7.6,
- "Ratios for Local Web Buckling, cw/tw": 13.12,
- "Ratios for Local Flange Buckling, cf/tf": 9.6,
- "Dimension, cy (cm)": 1.4,
- "Second Moment of Area, Y-Y (cm4)": 58.5,
- "Second Moment of Area, Z-Z (cm4)": 200.0,
- "Radius of Gyration, Y-Y (cm)": 2.0,
- "Radius of Gyration, Z-Z (cm)": 3.7,
- "Elastic Modulus of Flange, Y-Y (cm3)": 41.9,
- "Elastic Modulus of Toe, Y-Y (cm3)": 9.4,
- "Elastic Modulus of Toe, Z-Z (cm3)": 26.3,
- "Plastic Modulus, Y-Y (cm3)": 16.9,
- "Plastic Modulus, Z-Z (cm3)": 40.1,
- "Buckling Parameter, U": 0.278,
- "Torsional Index, X": 9.78,
- "Mono-Symmetry Index, \u03c8": 2.3,
- "Warping Constant, Iw (cm6)": 14.6
- }
-}
\ No newline at end of file
diff --git a/pkg/bluebook/.d/properties/ub.json b/pkg/bluebook/.d/properties/ub.json
deleted file mode 100644
index 1f91e79..0000000
--- a/pkg/bluebook/.d/properties/ub.json
+++ /dev/null
@@ -1,3212 +0,0 @@
-{
- "1016x305x584": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 584.0,
- "Depth of Section, h (mm)": 1056.0,
- "Width of Section, b (mm)": 314.0,
- "Web Thickness, tw (mm)": 36.0,
- "Flange Thickness, tf (mm)": 64.0,
- "Root Radius, r (mm)": 30.0,
- "Depth Between Fillets, d (mm)": 868.1,
- "Ratios for Local Web Buckling, cw/tw": 24.1,
- "Ratios for Local Flange Buckling, cf/tf": 1.7,
- "End Clearance Dimension for Detailing, C (mm)": 20.0,
- "Longitudinal Notch Dimension, N (mm)": 150.0,
- "Vertical Notch Dimension, n (mm)": 94.0,
- "Surface Area Per Metre (m2)": 3.69,
- "Surface Area Per Tonne (m2)": 6.32,
- "Second Moment of Area, Y-Y (cm4)": 1246000.0,
- "Second Moment of Area, Z-Z (cm4)": 33400.0,
- "Radius of Gyration, Y-Y (cm)": 40.9,
- "Radius of Gyration, Z-Z (cm)": 6.7,
- "Elastic Modulus, Y-Y (cm3)": 23600.0,
- "Elastic Modulus, Z-Z (cm3)": 2130.0,
- "Plastic Modulus, Y-Y (cm3)": 28000.0,
- "Plastic Modulus, Z-Z (cm3)": 3480.0,
- "Buckling Parameter, U": 0.869,
- "Torsional Index, X": 18.0,
- "Warping Constant, Iw (dm6)": 81.2,
- "Torsional Constant, IT (cm4)": 7150.0,
- "Area of Section, A (cm2)": 744.0
- },
- "1016x305x494": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 494.0,
- "Depth of Section, h (mm)": 1036.0,
- "Width of Section, b (mm)": 309.0,
- "Web Thickness, tw (mm)": 31.0,
- "Flange Thickness, tf (mm)": 54.0,
- "Root Radius, r (mm)": 30.0,
- "Depth Between Fillets, d (mm)": 868.1,
- "Ratios for Local Web Buckling, cw/tw": 28.0,
- "Ratios for Local Flange Buckling, cf/tf": 2.02,
- "End Clearance Dimension for Detailing, C (mm)": 18.0,
- "Longitudinal Notch Dimension, N (mm)": 150.0,
- "Vertical Notch Dimension, n (mm)": 84.0,
- "Surface Area Per Metre (m2)": 3.24,
- "Surface Area Per Tonne (m2)": 6.56,
- "Second Moment of Area, Y-Y (cm4)": 1028000.0,
- "Second Moment of Area, Z-Z (cm4)": 26800.0,
- "Radius of Gyration, Y-Y (cm)": 40.4,
- "Radius of Gyration, Z-Z (cm)": 6.53,
- "Elastic Modulus, Y-Y (cm3)": 19800.0,
- "Elastic Modulus, Z-Z (cm3)": 1740.0,
- "Plastic Modulus, Y-Y (cm3)": 23400.0,
- "Plastic Modulus, Z-Z (cm3)": 2820.0,
- "Buckling Parameter, U": 0.867,
- "Torsional Index, X": 20.9,
- "Warping Constant, Iw (dm6)": 64.0,
- "Torsional Constant, IT (cm4)": 4400.0,
- "Area of Section, A (cm2)": 629.0
- },
- "1016x305x438": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 438.0,
- "Depth of Section, h (mm)": 1026.0,
- "Width of Section, b (mm)": 305.0,
- "Web Thickness, tw (mm)": 26.9,
- "Flange Thickness, tf (mm)": 49.0,
- "Root Radius, r (mm)": 30.0,
- "Depth Between Fillets, d (mm)": 868.1,
- "Ratios for Local Web Buckling, cw/tw": 32.3,
- "Ratios for Local Flange Buckling, cf/tf": 2.23,
- "End Clearance Dimension for Detailing, C (mm)": 15.0,
- "Longitudinal Notch Dimension, N (mm)": 150.0,
- "Vertical Notch Dimension, n (mm)": 80.0,
- "Surface Area Per Metre (m2)": 3.17,
- "Surface Area Per Tonne (m2)": 7.24,
- "Second Moment of Area, Y-Y (cm4)": 910000.0,
- "Second Moment of Area, Z-Z (cm4)": 23400.0,
- "Radius of Gyration, Y-Y (cm)": 40.4,
- "Radius of Gyration, Z-Z (cm)": 6.49,
- "Elastic Modulus, Y-Y (cm3)": 17700.0,
- "Elastic Modulus, Z-Z (cm3)": 1540.0,
- "Plastic Modulus, Y-Y (cm3)": 20800.0,
- "Plastic Modulus, Z-Z (cm3)": 2470.0,
- "Buckling Parameter, U": 0.869,
- "Torsional Index, X": 23.1,
- "Warping Constant, Iw (dm6)": 56.0,
- "Torsional Constant, IT (cm4)": 3190.0,
- "Area of Section, A (cm2)": 556.0
- },
- "1016x305x415": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 415.0,
- "Depth of Section, h (mm)": 1020.0,
- "Width of Section, b (mm)": 304.0,
- "Web Thickness, tw (mm)": 26.0,
- "Flange Thickness, tf (mm)": 46.0,
- "Root Radius, r (mm)": 30.0,
- "Depth Between Fillets, d (mm)": 868.1,
- "Ratios for Local Web Buckling, cw/tw": 33.4,
- "Ratios for Local Flange Buckling, cf/tf": 2.37,
- "End Clearance Dimension for Detailing, C (mm)": 15.0,
- "Longitudinal Notch Dimension, N (mm)": 150.0,
- "Vertical Notch Dimension, n (mm)": 76.0,
- "Surface Area Per Metre (m2)": 3.17,
- "Surface Area Per Tonne (m2)": 7.64,
- "Second Moment of Area, Y-Y (cm4)": 853000.0,
- "Second Moment of Area, Z-Z (cm4)": 21700.0,
- "Radius of Gyration, Y-Y (cm)": 40.2,
- "Radius of Gyration, Z-Z (cm)": 6.41,
- "Elastic Modulus, Y-Y (cm3)": 16700.0,
- "Elastic Modulus, Z-Z (cm3)": 1430.0,
- "Plastic Modulus, Y-Y (cm3)": 19600.0,
- "Plastic Modulus, Z-Z (cm3)": 2300.0,
- "Buckling Parameter, U": 0.868,
- "Torsional Index, X": 24.3,
- "Warping Constant, Iw (dm6)": 51.1,
- "Torsional Constant, IT (cm4)": 2700.0,
- "Area of Section, A (cm2)": 529.0
- },
- "1016x305x393": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 392.7,
- "Depth of Section, h (mm)": 1015.9,
- "Width of Section, b (mm)": 303.0,
- "Web Thickness, tw (mm)": 24.4,
- "Flange Thickness, tf (mm)": 43.9,
- "Root Radius, r (mm)": 30.0,
- "Depth Between Fillets, d (mm)": 868.1,
- "Ratios for Local Web Buckling, cw/tw": 35.6,
- "Ratios for Local Flange Buckling, cf/tf": 2.49,
- "End Clearance Dimension for Detailing, C (mm)": 14.0,
- "Longitudinal Notch Dimension, N (mm)": 150.0,
- "Vertical Notch Dimension, n (mm)": 74.0,
- "Surface Area Per Metre (m2)": 3.14,
- "Surface Area Per Tonne (m2)": 8.0,
- "Second Moment of Area, Y-Y (cm4)": 808000.0,
- "Second Moment of Area, Z-Z (cm4)": 20500.0,
- "Radius of Gyration, Y-Y (cm)": 40.2,
- "Radius of Gyration, Z-Z (cm)": 6.4,
- "Elastic Modulus, Y-Y (cm3)": 15900.0,
- "Elastic Modulus, Z-Z (cm3)": 1350.0,
- "Plastic Modulus, Y-Y (cm3)": 18500.0,
- "Plastic Modulus, Z-Z (cm3)": 2170.0,
- "Buckling Parameter, U": 0.867,
- "Torsional Index, X": 25.5,
- "Warping Constant, Iw (dm6)": 48.4,
- "Torsional Constant, IT (cm4)": 2330.0,
- "Area of Section, A (cm2)": 500.0
- },
- "1016x305x350": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 350.0,
- "Depth of Section, h (mm)": 1008.0,
- "Width of Section, b (mm)": 302.0,
- "Web Thickness, tw (mm)": 21.1,
- "Flange Thickness, tf (mm)": 40.0,
- "Root Radius, r (mm)": 30.0,
- "Depth Between Fillets, d (mm)": 868.1,
- "Ratios for Local Web Buckling, cw/tw": 41.1,
- "Ratios for Local Flange Buckling, cf/tf": 2.76,
- "End Clearance Dimension for Detailing, C (mm)": 13.0,
- "Longitudinal Notch Dimension, N (mm)": 152.0,
- "Vertical Notch Dimension, n (mm)": 70.0,
- "Surface Area Per Metre (m2)": 3.13,
- "Surface Area Per Tonne (m2)": 8.94,
- "Second Moment of Area, Y-Y (cm4)": 723000.0,
- "Second Moment of Area, Z-Z (cm4)": 18500.0,
- "Radius of Gyration, Y-Y (cm)": 40.3,
- "Radius of Gyration, Z-Z (cm)": 6.44,
- "Elastic Modulus, Y-Y (cm3)": 14300.0,
- "Elastic Modulus, Z-Z (cm3)": 1220.0,
- "Plastic Modulus, Y-Y (cm3)": 16600.0,
- "Plastic Modulus, Z-Z (cm3)": 1940.0,
- "Buckling Parameter, U": 0.872,
- "Torsional Index, X": 27.8,
- "Warping Constant, Iw (dm6)": 43.3,
- "Torsional Constant, IT (cm4)": 1720.0,
- "Area of Section, A (cm2)": 445.0
- },
- "1016x305x314": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 314.3,
- "Depth of Section, h (mm)": 999.9,
- "Width of Section, b (mm)": 300.0,
- "Web Thickness, tw (mm)": 19.1,
- "Flange Thickness, tf (mm)": 35.9,
- "Root Radius, r (mm)": 30.0,
- "Depth Between Fillets, d (mm)": 868.1,
- "Ratios for Local Web Buckling, cw/tw": 45.5,
- "Ratios for Local Flange Buckling, cf/tf": 3.08,
- "End Clearance Dimension for Detailing, C (mm)": 12.0,
- "Longitudinal Notch Dimension, N (mm)": 152.0,
- "Vertical Notch Dimension, n (mm)": 66.0,
- "Surface Area Per Metre (m2)": 3.11,
- "Surface Area Per Tonne (m2)": 9.9,
- "Second Moment of Area, Y-Y (cm4)": 644000.0,
- "Second Moment of Area, Z-Z (cm4)": 16200.0,
- "Radius of Gyration, Y-Y (cm)": 40.1,
- "Radius of Gyration, Z-Z (cm)": 6.37,
- "Elastic Modulus, Y-Y (cm3)": 12900.0,
- "Elastic Modulus, Z-Z (cm3)": 1080.0,
- "Plastic Modulus, Y-Y (cm3)": 14800.0,
- "Plastic Modulus, Z-Z (cm3)": 1710.0,
- "Buckling Parameter, U": 0.87,
- "Torsional Index, X": 30.7,
- "Warping Constant, Iw (dm6)": 37.7,
- "Torsional Constant, IT (cm4)": 1260.0,
- "Area of Section, A (cm2)": 400.0
- },
- "1016x305x272": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 272.3,
- "Depth of Section, h (mm)": 990.1,
- "Width of Section, b (mm)": 300.0,
- "Web Thickness, tw (mm)": 16.5,
- "Flange Thickness, tf (mm)": 31.0,
- "Root Radius, r (mm)": 30.0,
- "Depth Between Fillets, d (mm)": 868.1,
- "Ratios for Local Web Buckling, cw/tw": 52.6,
- "Ratios for Local Flange Buckling, cf/tf": 3.6,
- "End Clearance Dimension for Detailing, C (mm)": 10.0,
- "Longitudinal Notch Dimension, N (mm)": 152.0,
- "Vertical Notch Dimension, n (mm)": 62.0,
- "Surface Area Per Metre (m2)": 3.1,
- "Surface Area Per Tonne (m2)": 11.4,
- "Second Moment of Area, Y-Y (cm4)": 554000.0,
- "Second Moment of Area, Z-Z (cm4)": 14000.0,
- "Radius of Gyration, Y-Y (cm)": 40.0,
- "Radius of Gyration, Z-Z (cm)": 6.35,
- "Elastic Modulus, Y-Y (cm3)": 11200.0,
- "Elastic Modulus, Z-Z (cm3)": 934.0,
- "Plastic Modulus, Y-Y (cm3)": 12800.0,
- "Plastic Modulus, Z-Z (cm3)": 1470.0,
- "Buckling Parameter, U": 0.871,
- "Torsional Index, X": 35.0,
- "Warping Constant, Iw (dm6)": 32.2,
- "Torsional Constant, IT (cm4)": 835.0,
- "Area of Section, A (cm2)": 347.0
- },
- "1016x305x249": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 248.7,
- "Depth of Section, h (mm)": 980.1,
- "Width of Section, b (mm)": 300.0,
- "Web Thickness, tw (mm)": 16.5,
- "Flange Thickness, tf (mm)": 26.0,
- "Root Radius, r (mm)": 30.0,
- "Depth Between Fillets, d (mm)": 868.1,
- "Ratios for Local Web Buckling, cw/tw": 52.6,
- "Ratios for Local Flange Buckling, cf/tf": 4.3,
- "End Clearance Dimension for Detailing, C (mm)": 10.0,
- "Longitudinal Notch Dimension, N (mm)": 152.0,
- "Vertical Notch Dimension, n (mm)": 56.0,
- "Surface Area Per Metre (m2)": 3.08,
- "Surface Area Per Tonne (m2)": 12.4,
- "Second Moment of Area, Y-Y (cm4)": 481000.0,
- "Second Moment of Area, Z-Z (cm4)": 11800.0,
- "Radius of Gyration, Y-Y (cm)": 39.0,
- "Radius of Gyration, Z-Z (cm)": 6.09,
- "Elastic Modulus, Y-Y (cm3)": 9820.0,
- "Elastic Modulus, Z-Z (cm3)": 784.0,
- "Plastic Modulus, Y-Y (cm3)": 11300.0,
- "Plastic Modulus, Z-Z (cm3)": 1240.0,
- "Buckling Parameter, U": 0.86,
- "Torsional Index, X": 39.8,
- "Warping Constant, Iw (dm6)": 26.8,
- "Torsional Constant, IT (cm4)": 582.0,
- "Area of Section, A (cm2)": 317.0
- },
- "1016x305x222": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 222.0,
- "Depth of Section, h (mm)": 970.3,
- "Width of Section, b (mm)": 300.0,
- "Web Thickness, tw (mm)": 16.0,
- "Flange Thickness, tf (mm)": 21.1,
- "Root Radius, r (mm)": 30.0,
- "Depth Between Fillets, d (mm)": 868.1,
- "Ratios for Local Web Buckling, cw/tw": 54.3,
- "Ratios for Local Flange Buckling, cf/tf": 5.31,
- "End Clearance Dimension for Detailing, C (mm)": 10.0,
- "Longitudinal Notch Dimension, N (mm)": 152.0,
- "Vertical Notch Dimension, n (mm)": 52.0,
- "Surface Area Per Metre (m2)": 3.06,
- "Surface Area Per Tonne (m2)": 13.8,
- "Second Moment of Area, Y-Y (cm4)": 408000.0,
- "Second Moment of Area, Z-Z (cm4)": 9550.0,
- "Radius of Gyration, Y-Y (cm)": 38.0,
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- "Torsional Constant, IT (cm4)": 6.42,
- "Area of Section, A (cm2)": 32.0
- },
- "254x102x22": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 22.0,
- "Depth of Section, h (mm)": 254.0,
- "Width of Section, b (mm)": 101.6,
- "Web Thickness, tw (mm)": 5.7,
- "Flange Thickness, tf (mm)": 6.8,
- "Root Radius, r (mm)": 7.6,
- "Depth Between Fillets, d (mm)": 225.2,
- "Ratios for Local Web Buckling, cw/tw": 39.5,
- "Ratios for Local Flange Buckling, cf/tf": 5.93,
- "End Clearance Dimension for Detailing, C (mm)": 5.0,
- "Longitudinal Notch Dimension, N (mm)": 58.0,
- "Vertical Notch Dimension, n (mm)": 16.0,
- "Surface Area Per Metre (m2)": 0.89,
- "Surface Area Per Tonne (m2)": 40.5,
- "Second Moment of Area, Y-Y (cm4)": 2840.0,
- "Second Moment of Area, Z-Z (cm4)": 119.0,
- "Radius of Gyration, Y-Y (cm)": 10.1,
- "Radius of Gyration, Z-Z (cm)": 2.06,
- "Elastic Modulus, Y-Y (cm3)": 224.0,
- "Elastic Modulus, Z-Z (cm3)": 23.5,
- "Plastic Modulus, Y-Y (cm3)": 259.0,
- "Plastic Modulus, Z-Z (cm3)": 37.3,
- "Buckling Parameter, U": 0.856,
- "Torsional Index, X": 36.3,
- "Warping Constant, Iw (dm6)": 0.0182,
- "Torsional Constant, IT (cm4)": 4.15,
- "Area of Section, A (cm2)": 28.0
- },
- "203x133x30": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 30.0,
- "Depth of Section, h (mm)": 206.8,
- "Width of Section, b (mm)": 133.9,
- "Web Thickness, tw (mm)": 6.4,
- "Flange Thickness, tf (mm)": 9.6,
- "Root Radius, r (mm)": 7.6,
- "Depth Between Fillets, d (mm)": 172.4,
- "Ratios for Local Web Buckling, cw/tw": 26.9,
- "Ratios for Local Flange Buckling, cf/tf": 5.85,
- "End Clearance Dimension for Detailing, C (mm)": 5.0,
- "Longitudinal Notch Dimension, N (mm)": 74.0,
- "Vertical Notch Dimension, n (mm)": 18.0,
- "Surface Area Per Metre (m2)": 0.923,
- "Surface Area Per Tonne (m2)": 30.8,
- "Second Moment of Area, Y-Y (cm4)": 2900.0,
- "Second Moment of Area, Z-Z (cm4)": 385.0,
- "Radius of Gyration, Y-Y (cm)": 8.71,
- "Radius of Gyration, Z-Z (cm)": 3.17,
- "Elastic Modulus, Y-Y (cm3)": 280.0,
- "Elastic Modulus, Z-Z (cm3)": 57.5,
- "Plastic Modulus, Y-Y (cm3)": 314.0,
- "Plastic Modulus, Z-Z (cm3)": 88.2,
- "Buckling Parameter, U": 0.881,
- "Torsional Index, X": 21.5,
- "Warping Constant, Iw (dm6)": 0.0374,
- "Torsional Constant, IT (cm4)": 10.3,
- "Area of Section, A (cm2)": 38.2
- },
- "203x133x25": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 25.1,
- "Depth of Section, h (mm)": 203.2,
- "Width of Section, b (mm)": 133.2,
- "Web Thickness, tw (mm)": 5.7,
- "Flange Thickness, tf (mm)": 7.8,
- "Root Radius, r (mm)": 7.6,
- "Depth Between Fillets, d (mm)": 172.4,
- "Ratios for Local Web Buckling, cw/tw": 30.2,
- "Ratios for Local Flange Buckling, cf/tf": 7.2,
- "End Clearance Dimension for Detailing, C (mm)": 5.0,
- "Longitudinal Notch Dimension, N (mm)": 74.0,
- "Vertical Notch Dimension, n (mm)": 16.0,
- "Surface Area Per Metre (m2)": 0.915,
- "Surface Area Per Tonne (m2)": 36.5,
- "Second Moment of Area, Y-Y (cm4)": 2340.0,
- "Second Moment of Area, Z-Z (cm4)": 308.0,
- "Radius of Gyration, Y-Y (cm)": 8.56,
- "Radius of Gyration, Z-Z (cm)": 3.1,
- "Elastic Modulus, Y-Y (cm3)": 230.0,
- "Elastic Modulus, Z-Z (cm3)": 46.2,
- "Plastic Modulus, Y-Y (cm3)": 258.0,
- "Plastic Modulus, Z-Z (cm3)": 70.9,
- "Buckling Parameter, U": 0.877,
- "Torsional Index, X": 25.6,
- "Warping Constant, Iw (dm6)": 0.0294,
- "Torsional Constant, IT (cm4)": 5.96,
- "Area of Section, A (cm2)": 32.0
- },
- "203x102x23": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 23.1,
- "Depth of Section, h (mm)": 203.2,
- "Width of Section, b (mm)": 101.8,
- "Web Thickness, tw (mm)": 5.4,
- "Flange Thickness, tf (mm)": 9.3,
- "Root Radius, r (mm)": 7.6,
- "Depth Between Fillets, d (mm)": 169.4,
- "Ratios for Local Web Buckling, cw/tw": 31.4,
- "Ratios for Local Flange Buckling, cf/tf": 4.37,
- "End Clearance Dimension for Detailing, C (mm)": 5.0,
- "Longitudinal Notch Dimension, N (mm)": 60.0,
- "Vertical Notch Dimension, n (mm)": 18.0,
- "Surface Area Per Metre (m2)": 0.79,
- "Surface Area Per Tonne (m2)": 34.2,
- "Second Moment of Area, Y-Y (cm4)": 2100.0,
- "Second Moment of Area, Z-Z (cm4)": 164.0,
- "Radius of Gyration, Y-Y (cm)": 8.46,
- "Radius of Gyration, Z-Z (cm)": 2.36,
- "Elastic Modulus, Y-Y (cm3)": 207.0,
- "Elastic Modulus, Z-Z (cm3)": 32.2,
- "Plastic Modulus, Y-Y (cm3)": 234.0,
- "Plastic Modulus, Z-Z (cm3)": 49.7,
- "Buckling Parameter, U": 0.888,
- "Torsional Index, X": 22.4,
- "Warping Constant, Iw (dm6)": 0.0154,
- "Torsional Constant, IT (cm4)": 7.02,
- "Area of Section, A (cm2)": 29.4
- },
- "178x102x19": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 19.0,
- "Depth of Section, h (mm)": 177.8,
- "Width of Section, b (mm)": 101.2,
- "Web Thickness, tw (mm)": 4.8,
- "Flange Thickness, tf (mm)": 7.9,
- "Root Radius, r (mm)": 7.6,
- "Depth Between Fillets, d (mm)": 146.8,
- "Ratios for Local Web Buckling, cw/tw": 30.6,
- "Ratios for Local Flange Buckling, cf/tf": 5.14,
- "End Clearance Dimension for Detailing, C (mm)": 4.0,
- "Longitudinal Notch Dimension, N (mm)": 60.0,
- "Vertical Notch Dimension, n (mm)": 16.0,
- "Surface Area Per Metre (m2)": 0.738,
- "Surface Area Per Tonne (m2)": 38.8,
- "Second Moment of Area, Y-Y (cm4)": 1360.0,
- "Second Moment of Area, Z-Z (cm4)": 137.0,
- "Radius of Gyration, Y-Y (cm)": 7.48,
- "Radius of Gyration, Z-Z (cm)": 2.37,
- "Elastic Modulus, Y-Y (cm3)": 153.0,
- "Elastic Modulus, Z-Z (cm3)": 27.0,
- "Plastic Modulus, Y-Y (cm3)": 171.0,
- "Plastic Modulus, Z-Z (cm3)": 41.6,
- "Buckling Parameter, U": 0.886,
- "Torsional Index, X": 22.6,
- "Warping Constant, Iw (dm6)": 0.0099,
- "Torsional Constant, IT (cm4)": 4.41,
- "Area of Section, A (cm2)": 24.3
- },
- "152x89x16": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 16.0,
- "Depth of Section, h (mm)": 152.4,
- "Width of Section, b (mm)": 88.7,
- "Web Thickness, tw (mm)": 4.5,
- "Flange Thickness, tf (mm)": 7.7,
- "Root Radius, r (mm)": 7.6,
- "Depth Between Fillets, d (mm)": 121.8,
- "Ratios for Local Web Buckling, cw/tw": 27.1,
- "Ratios for Local Flange Buckling, cf/tf": 4.48,
- "End Clearance Dimension for Detailing, C (mm)": 4.0,
- "Longitudinal Notch Dimension, N (mm)": 54.0,
- "Vertical Notch Dimension, n (mm)": 16.0,
- "Surface Area Per Metre (m2)": 0.638,
- "Surface Area Per Tonne (m2)": 39.9,
- "Second Moment of Area, Y-Y (cm4)": 834.0,
- "Second Moment of Area, Z-Z (cm4)": 89.8,
- "Radius of Gyration, Y-Y (cm)": 6.41,
- "Radius of Gyration, Z-Z (cm)": 2.1,
- "Elastic Modulus, Y-Y (cm3)": 109.0,
- "Elastic Modulus, Z-Z (cm3)": 20.2,
- "Plastic Modulus, Y-Y (cm3)": 123.0,
- "Plastic Modulus, Z-Z (cm3)": 31.2,
- "Buckling Parameter, U": 0.889,
- "Torsional Index, X": 19.5,
- "Warping Constant, Iw (dm6)": 0.0047,
- "Torsional Constant, IT (cm4)": 3.56,
- "Area of Section, A (cm2)": 20.3
- },
- "127x76x13": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 13.0,
- "Depth of Section, h (mm)": 127.0,
- "Width of Section, b (mm)": 76.0,
- "Web Thickness, tw (mm)": 4.0,
- "Flange Thickness, tf (mm)": 7.6,
- "Root Radius, r (mm)": 7.6,
- "Depth Between Fillets, d (mm)": 96.6,
- "Ratios for Local Web Buckling, cw/tw": 24.2,
- "Ratios for Local Flange Buckling, cf/tf": 3.74,
- "End Clearance Dimension for Detailing, C (mm)": 4.0,
- "Longitudinal Notch Dimension, N (mm)": 46.0,
- "Vertical Notch Dimension, n (mm)": 16.0,
- "Surface Area Per Metre (m2)": 0.537,
- "Surface Area Per Tonne (m2)": 41.3,
- "Second Moment of Area, Y-Y (cm4)": 473.0,
- "Second Moment of Area, Z-Z (cm4)": 55.7,
- "Radius of Gyration, Y-Y (cm)": 5.35,
- "Radius of Gyration, Z-Z (cm)": 1.84,
- "Elastic Modulus, Y-Y (cm3)": 74.6,
- "Elastic Modulus, Z-Z (cm3)": 14.7,
- "Plastic Modulus, Y-Y (cm3)": 84.2,
- "Plastic Modulus, Z-Z (cm3)": 22.6,
- "Buckling Parameter, U": 0.894,
- "Torsional Index, X": 16.3,
- "Warping Constant, Iw (dm6)": 0.002,
- "Torsional Constant, IT (cm4)": 2.85,
- "Area of Section, A (cm2)": 16.5
- }
-}
\ No newline at end of file
diff --git a/pkg/bluebook/.d/properties/ubp.json b/pkg/bluebook/.d/properties/ubp.json
deleted file mode 100644
index 7df529b..0000000
--- a/pkg/bluebook/.d/properties/ubp.json
+++ /dev/null
@@ -1,512 +0,0 @@
-{
- "356x368x174": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 173.9,
- "Depth of Section, h (mm)": 361.4,
- "Width of Section, b (mm)": 378.5,
- "Web Thickness, tw (mm)": 20.3,
- "Flange Thickness, tf (mm)": 20.4,
- "Root Radius, r (mm)": 15.2,
- "Depth Between Fillets, d (mm)": 290.2,
- "Ratios for Local Web Buckling, cw/tw": 14.3,
- "Ratios for Local Flange Buckling, cf/tf": 8.03,
- "End Clearance Dimension for Detailing, C (mm)": 12.0,
- "Longitudinal Notch Dimension, N (mm)": 190.0,
- "Vertical Notch Dimension, n (mm)": 36.0,
- "Surface Area Per Metre (m2)": 2.17,
- "Surface Area Per Tonne (m2)": 12.5,
- "Second Moment of Area, Y-Y (cm4)": 51000.0,
- "Second Moment of Area, Z-Z (cm4)": 18500.0,
- "Radius of Gyration, Y-Y (cm)": 15.2,
- "Radius of Gyration, Z-Z (cm)": 9.13,
- "Elastic Modulus, Y-Y (cm3)": 2820.0,
- "Elastic Modulus, Z-Z (cm3)": 976.0,
- "Plastic Modulus, Y-Y (cm3)": 3190.0,
- "Plastic Modulus, Z-Z (cm3)": 1500.0,
- "Buckling Parameter, U": 0.822,
- "Torsional Index, X": 15.8,
- "Warping Constant, Iw (dm6)": 5.37,
- "Torsional Constant, IT (cm4)": 330.0,
- "Area of Section, A (cm2)": 221.0
- },
- "356x368x152": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 152.0,
- "Depth of Section, h (mm)": 356.4,
- "Width of Section, b (mm)": 376.0,
- "Web Thickness, tw (mm)": 17.8,
- "Flange Thickness, tf (mm)": 17.9,
- "Root Radius, r (mm)": 15.2,
- "Depth Between Fillets, d (mm)": 290.2,
- "Ratios for Local Web Buckling, cw/tw": 16.3,
- "Ratios for Local Flange Buckling, cf/tf": 9.16,
- "End Clearance Dimension for Detailing, C (mm)": 11.0,
- "Longitudinal Notch Dimension, N (mm)": 190.0,
- "Vertical Notch Dimension, n (mm)": 34.0,
- "Surface Area Per Metre (m2)": 2.16,
- "Surface Area Per Tonne (m2)": 14.2,
- "Second Moment of Area, Y-Y (cm4)": 44000.0,
- "Second Moment of Area, Z-Z (cm4)": 15900.0,
- "Radius of Gyration, Y-Y (cm)": 15.1,
- "Radius of Gyration, Z-Z (cm)": 9.05,
- "Elastic Modulus, Y-Y (cm3)": 2470.0,
- "Elastic Modulus, Z-Z (cm3)": 845.0,
- "Plastic Modulus, Y-Y (cm3)": 2770.0,
- "Plastic Modulus, Z-Z (cm3)": 1290.0,
- "Buckling Parameter, U": 0.821,
- "Torsional Index, X": 17.8,
- "Warping Constant, Iw (dm6)": 4.55,
- "Torsional Constant, IT (cm4)": 223.0,
- "Area of Section, A (cm2)": 194.0
- },
- "356x368x133": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 133.0,
- "Depth of Section, h (mm)": 352.0,
- "Width of Section, b (mm)": 373.8,
- "Web Thickness, tw (mm)": 15.6,
- "Flange Thickness, tf (mm)": 15.7,
- "Root Radius, r (mm)": 15.2,
- "Depth Between Fillets, d (mm)": 290.2,
- "Ratios for Local Web Buckling, cw/tw": 18.6,
- "Ratios for Local Flange Buckling, cf/tf": 10.44,
- "End Clearance Dimension for Detailing, C (mm)": 10.0,
- "Longitudinal Notch Dimension, N (mm)": 190.0,
- "Vertical Notch Dimension, n (mm)": 32.0,
- "Surface Area Per Metre (m2)": 2.14,
- "Surface Area Per Tonne (m2)": 16.1,
- "Second Moment of Area, Y-Y (cm4)": 38000.0,
- "Second Moment of Area, Z-Z (cm4)": 13700.0,
- "Radius of Gyration, Y-Y (cm)": 15.0,
- "Radius of Gyration, Z-Z (cm)": 8.99,
- "Elastic Modulus, Y-Y (cm3)": 2160.0,
- "Elastic Modulus, Z-Z (cm3)": 732.0,
- "Plastic Modulus, Y-Y (cm3)": 2410.0,
- "Plastic Modulus, Z-Z (cm3)": 1120.0,
- "Buckling Parameter, U": 0.824,
- "Torsional Index, X": 20.1,
- "Warping Constant, Iw (dm6)": 3.87,
- "Torsional Constant, IT (cm4)": 151.0,
- "Area of Section, A (cm2)": 169.0
- },
- "356x368x109": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 108.9,
- "Depth of Section, h (mm)": 346.4,
- "Width of Section, b (mm)": 371.0,
- "Web Thickness, tw (mm)": 12.8,
- "Flange Thickness, tf (mm)": 12.9,
- "Root Radius, r (mm)": 15.2,
- "Depth Between Fillets, d (mm)": 290.2,
- "Ratios for Local Web Buckling, cw/tw": 22.7,
- "Ratios for Local Flange Buckling, cf/tf": 12.71,
- "End Clearance Dimension for Detailing, C (mm)": 8.0,
- "Longitudinal Notch Dimension, N (mm)": 190.0,
- "Vertical Notch Dimension, n (mm)": 30.0,
- "Surface Area Per Metre (m2)": 2.13,
- "Surface Area Per Tonne (m2)": 19.6,
- "Second Moment of Area, Y-Y (cm4)": 30600.0,
- "Second Moment of Area, Z-Z (cm4)": 11000.0,
- "Radius of Gyration, Y-Y (cm)": 14.9,
- "Radius of Gyration, Z-Z (cm)": 8.9,
- "Elastic Modulus, Y-Y (cm3)": 1770.0,
- "Elastic Modulus, Z-Z (cm3)": 592.0,
- "Plastic Modulus, Y-Y (cm3)": 1960.0,
- "Plastic Modulus, Z-Z (cm3)": 903.0,
- "Buckling Parameter, U": 0.823,
- "Torsional Index, X": 24.1,
- "Warping Constant, Iw (dm6)": 3.05,
- "Torsional Constant, IT (cm4)": 84.6,
- "Area of Section, A (cm2)": 139.0
- },
- "305x305x223": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 222.9,
- "Depth of Section, h (mm)": 337.9,
- "Width of Section, b (mm)": 325.7,
- "Web Thickness, tw (mm)": 30.3,
- "Flange Thickness, tf (mm)": 30.4,
- "Root Radius, r (mm)": 15.2,
- "Depth Between Fillets, d (mm)": 246.7,
- "Ratios for Local Web Buckling, cw/tw": 8.14,
- "Ratios for Local Flange Buckling, cf/tf": 4.36,
- "End Clearance Dimension for Detailing, C (mm)": 17.0,
- "Longitudinal Notch Dimension, N (mm)": 158.0,
- "Vertical Notch Dimension, n (mm)": 46.0,
- "Surface Area Per Metre (m2)": 1.89,
- "Surface Area Per Tonne (m2)": 8.48,
- "Second Moment of Area, Y-Y (cm4)": 52700.0,
- "Second Moment of Area, Z-Z (cm4)": 17600.0,
- "Radius of Gyration, Y-Y (cm)": 13.6,
- "Radius of Gyration, Z-Z (cm)": 7.87,
- "Elastic Modulus, Y-Y (cm3)": 3120.0,
- "Elastic Modulus, Z-Z (cm3)": 1080.0,
- "Plastic Modulus, Y-Y (cm3)": 3650.0,
- "Plastic Modulus, Z-Z (cm3)": 1680.0,
- "Buckling Parameter, U": 0.826,
- "Torsional Index, X": 9.53,
- "Warping Constant, Iw (dm6)": 4.15,
- "Torsional Constant, IT (cm4)": 943.0,
- "Area of Section, A (cm2)": 284.0
- },
- "305x305x186": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 186.0,
- "Depth of Section, h (mm)": 328.3,
- "Width of Section, b (mm)": 320.9,
- "Web Thickness, tw (mm)": 25.5,
- "Flange Thickness, tf (mm)": 25.6,
- "Root Radius, r (mm)": 15.2,
- "Depth Between Fillets, d (mm)": 246.7,
- "Ratios for Local Web Buckling, cw/tw": 9.67,
- "Ratios for Local Flange Buckling, cf/tf": 5.18,
- "End Clearance Dimension for Detailing, C (mm)": 15.0,
- "Longitudinal Notch Dimension, N (mm)": 158.0,
- "Vertical Notch Dimension, n (mm)": 42.0,
- "Surface Area Per Metre (m2)": 1.86,
- "Surface Area Per Tonne (m2)": 10.0,
- "Second Moment of Area, Y-Y (cm4)": 42600.0,
- "Second Moment of Area, Z-Z (cm4)": 14100.0,
- "Radius of Gyration, Y-Y (cm)": 13.4,
- "Radius of Gyration, Z-Z (cm)": 7.73,
- "Elastic Modulus, Y-Y (cm3)": 2600.0,
- "Elastic Modulus, Z-Z (cm3)": 881.0,
- "Plastic Modulus, Y-Y (cm3)": 3000.0,
- "Plastic Modulus, Z-Z (cm3)": 1370.0,
- "Buckling Parameter, U": 0.826,
- "Torsional Index, X": 11.2,
- "Warping Constant, Iw (dm6)": 3.24,
- "Torsional Constant, IT (cm4)": 560.0,
- "Area of Section, A (cm2)": 237.0
- },
- "305x305x149": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 149.1,
- "Depth of Section, h (mm)": 318.5,
- "Width of Section, b (mm)": 316.0,
- "Web Thickness, tw (mm)": 20.6,
- "Flange Thickness, tf (mm)": 20.7,
- "Root Radius, r (mm)": 15.2,
- "Depth Between Fillets, d (mm)": 246.7,
- "Ratios for Local Web Buckling, cw/tw": 12.0,
- "Ratios for Local Flange Buckling, cf/tf": 6.4,
- "End Clearance Dimension for Detailing, C (mm)": 12.0,
- "Longitudinal Notch Dimension, N (mm)": 158.0,
- "Vertical Notch Dimension, n (mm)": 36.0,
- "Surface Area Per Metre (m2)": 1.83,
- "Surface Area Per Tonne (m2)": 12.3,
- "Second Moment of Area, Y-Y (cm4)": 33100.0,
- "Second Moment of Area, Z-Z (cm4)": 10900.0,
- "Radius of Gyration, Y-Y (cm)": 13.2,
- "Radius of Gyration, Z-Z (cm)": 7.58,
- "Elastic Modulus, Y-Y (cm3)": 2080.0,
- "Elastic Modulus, Z-Z (cm3)": 691.0,
- "Plastic Modulus, Y-Y (cm3)": 2370.0,
- "Plastic Modulus, Z-Z (cm3)": 1070.0,
- "Buckling Parameter, U": 0.828,
- "Torsional Index, X": 13.5,
- "Warping Constant, Iw (dm6)": 2.42,
- "Torsional Constant, IT (cm4)": 295.0,
- "Area of Section, A (cm2)": 190.0
- },
- "305x305x126": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 126.1,
- "Depth of Section, h (mm)": 312.3,
- "Width of Section, b (mm)": 312.9,
- "Web Thickness, tw (mm)": 17.5,
- "Flange Thickness, tf (mm)": 17.6,
- "Root Radius, r (mm)": 15.2,
- "Depth Between Fillets, d (mm)": 246.7,
- "Ratios for Local Web Buckling, cw/tw": 14.1,
- "Ratios for Local Flange Buckling, cf/tf": 7.53,
- "End Clearance Dimension for Detailing, C (mm)": 11.0,
- "Longitudinal Notch Dimension, N (mm)": 158.0,
- "Vertical Notch Dimension, n (mm)": 34.0,
- "Surface Area Per Metre (m2)": 1.82,
- "Surface Area Per Tonne (m2)": 14.4,
- "Second Moment of Area, Y-Y (cm4)": 27400.0,
- "Second Moment of Area, Z-Z (cm4)": 9000.0,
- "Radius of Gyration, Y-Y (cm)": 13.1,
- "Radius of Gyration, Z-Z (cm)": 7.49,
- "Elastic Modulus, Y-Y (cm3)": 1760.0,
- "Elastic Modulus, Z-Z (cm3)": 575.0,
- "Plastic Modulus, Y-Y (cm3)": 1990.0,
- "Plastic Modulus, Z-Z (cm3)": 885.0,
- "Buckling Parameter, U": 0.83,
- "Torsional Index, X": 15.7,
- "Warping Constant, Iw (dm6)": 1.95,
- "Torsional Constant, IT (cm4)": 182.0,
- "Area of Section, A (cm2)": 161.0
- },
- "305x305x110": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 110.0,
- "Depth of Section, h (mm)": 307.9,
- "Width of Section, b (mm)": 310.7,
- "Web Thickness, tw (mm)": 15.3,
- "Flange Thickness, tf (mm)": 15.4,
- "Root Radius, r (mm)": 15.2,
- "Depth Between Fillets, d (mm)": 246.7,
- "Ratios for Local Web Buckling, cw/tw": 16.1,
- "Ratios for Local Flange Buckling, cf/tf": 8.6,
- "End Clearance Dimension for Detailing, C (mm)": 10.0,
- "Longitudinal Notch Dimension, N (mm)": 158.0,
- "Vertical Notch Dimension, n (mm)": 32.0,
- "Surface Area Per Metre (m2)": 1.8,
- "Surface Area Per Tonne (m2)": 16.4,
- "Second Moment of Area, Y-Y (cm4)": 23600.0,
- "Second Moment of Area, Z-Z (cm4)": 7710.0,
- "Radius of Gyration, Y-Y (cm)": 13.0,
- "Radius of Gyration, Z-Z (cm)": 7.42,
- "Elastic Modulus, Y-Y (cm3)": 1530.0,
- "Elastic Modulus, Z-Z (cm3)": 496.0,
- "Plastic Modulus, Y-Y (cm3)": 1720.0,
- "Plastic Modulus, Z-Z (cm3)": 762.0,
- "Buckling Parameter, U": 0.84,
- "Torsional Index, X": 17.7,
- "Warping Constant, Iw (dm6)": 1.65,
- "Torsional Constant, IT (cm4)": 122.0,
- "Area of Section, A (cm2)": 140.0
- },
- "305x305x95": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 94.9,
- "Depth of Section, h (mm)": 303.7,
- "Width of Section, b (mm)": 308.7,
- "Web Thickness, tw (mm)": 13.3,
- "Flange Thickness, tf (mm)": 13.3,
- "Root Radius, r (mm)": 15.2,
- "Depth Between Fillets, d (mm)": 246.7,
- "Ratios for Local Web Buckling, cw/tw": 18.5,
- "Ratios for Local Flange Buckling, cf/tf": 9.96,
- "End Clearance Dimension for Detailing, C (mm)": 9.0,
- "Longitudinal Notch Dimension, N (mm)": 158.0,
- "Vertical Notch Dimension, n (mm)": 30.0,
- "Surface Area Per Metre (m2)": 1.79,
- "Surface Area Per Tonne (m2)": 18.9,
- "Second Moment of Area, Y-Y (cm4)": 20000.0,
- "Second Moment of Area, Z-Z (cm4)": 6530.0,
- "Radius of Gyration, Y-Y (cm)": 12.9,
- "Radius of Gyration, Z-Z (cm)": 7.35,
- "Elastic Modulus, Y-Y (cm3)": 1320.0,
- "Elastic Modulus, Z-Z (cm3)": 423.0,
- "Plastic Modulus, Y-Y (cm3)": 1470.0,
- "Plastic Modulus, Z-Z (cm3)": 648.0,
- "Buckling Parameter, U": 0.828,
- "Torsional Index, X": 20.2,
- "Warping Constant, Iw (dm6)": 1.38,
- "Torsional Constant, IT (cm4)": 80.0,
- "Area of Section, A (cm2)": 121.0
- },
- "305x305x88": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 88.0,
- "Depth of Section, h (mm)": 301.7,
- "Width of Section, b (mm)": 307.8,
- "Web Thickness, tw (mm)": 12.4,
- "Flange Thickness, tf (mm)": 12.3,
- "Root Radius, r (mm)": 15.2,
- "Depth Between Fillets, d (mm)": 246.7,
- "Ratios for Local Web Buckling, cw/tw": 19.9,
- "Ratios for Local Flange Buckling, cf/tf": 10.77,
- "End Clearance Dimension for Detailing, C (mm)": 8.0,
- "Longitudinal Notch Dimension, N (mm)": 158.0,
- "Vertical Notch Dimension, n (mm)": 28.0,
- "Surface Area Per Metre (m2)": 1.78,
- "Surface Area Per Tonne (m2)": 20.2,
- "Second Moment of Area, Y-Y (cm4)": 18400.0,
- "Second Moment of Area, Z-Z (cm4)": 5980.0,
- "Radius of Gyration, Y-Y (cm)": 12.8,
- "Radius of Gyration, Z-Z (cm)": 7.31,
- "Elastic Modulus, Y-Y (cm3)": 1220.0,
- "Elastic Modulus, Z-Z (cm3)": 389.0,
- "Plastic Modulus, Y-Y (cm3)": 1360.0,
- "Plastic Modulus, Z-Z (cm3)": 595.0,
- "Buckling Parameter, U": 0.831,
- "Torsional Index, X": 21.6,
- "Warping Constant, Iw (dm6)": 1.25,
- "Torsional Constant, IT (cm4)": 64.2,
- "Area of Section, A (cm2)": 112.0
- },
- "305x305x79": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 78.9,
- "Depth of Section, h (mm)": 299.3,
- "Width of Section, b (mm)": 306.4,
- "Web Thickness, tw (mm)": 11.0,
- "Flange Thickness, tf (mm)": 11.1,
- "Root Radius, r (mm)": 15.2,
- "Depth Between Fillets, d (mm)": 246.7,
- "Ratios for Local Web Buckling, cw/tw": 22.4,
- "Ratios for Local Flange Buckling, cf/tf": 11.94,
- "End Clearance Dimension for Detailing, C (mm)": 8.0,
- "Longitudinal Notch Dimension, N (mm)": 158.0,
- "Vertical Notch Dimension, n (mm)": 28.0,
- "Surface Area Per Metre (m2)": 1.78,
- "Surface Area Per Tonne (m2)": 22.6,
- "Second Moment of Area, Y-Y (cm4)": 16400.0,
- "Second Moment of Area, Z-Z (cm4)": 5330.0,
- "Radius of Gyration, Y-Y (cm)": 12.8,
- "Radius of Gyration, Z-Z (cm)": 7.28,
- "Elastic Modulus, Y-Y (cm3)": 1100.0,
- "Elastic Modulus, Z-Z (cm3)": 348.0,
- "Plastic Modulus, Y-Y (cm3)": 1220.0,
- "Plastic Modulus, Z-Z (cm3)": 531.0,
- "Buckling Parameter, U": 0.833,
- "Torsional Index, X": 23.8,
- "Warping Constant, Iw (dm6)": 1.11,
- "Torsional Constant, IT (cm4)": 46.9,
- "Area of Section, A (cm2)": 100.0
- },
- "254x254x85": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 85.1,
- "Depth of Section, h (mm)": 254.3,
- "Width of Section, b (mm)": 260.4,
- "Web Thickness, tw (mm)": 14.4,
- "Flange Thickness, tf (mm)": 14.3,
- "Root Radius, r (mm)": 12.7,
- "Depth Between Fillets, d (mm)": 200.3,
- "Ratios for Local Web Buckling, cw/tw": 13.9,
- "Ratios for Local Flange Buckling, cf/tf": 7.71,
- "End Clearance Dimension for Detailing, C (mm)": 9.0,
- "Longitudinal Notch Dimension, N (mm)": 134.0,
- "Vertical Notch Dimension, n (mm)": 28.0,
- "Surface Area Per Metre (m2)": 1.5,
- "Surface Area Per Tonne (m2)": 17.6,
- "Second Moment of Area, Y-Y (cm4)": 12300.0,
- "Second Moment of Area, Z-Z (cm4)": 4220.0,
- "Radius of Gyration, Y-Y (cm)": 10.6,
- "Radius of Gyration, Z-Z (cm)": 6.24,
- "Elastic Modulus, Y-Y (cm3)": 966.0,
- "Elastic Modulus, Z-Z (cm3)": 324.0,
- "Plastic Modulus, Y-Y (cm3)": 1090.0,
- "Plastic Modulus, Z-Z (cm3)": 498.0,
- "Buckling Parameter, U": 0.826,
- "Torsional Index, X": 15.6,
- "Warping Constant, Iw (dm6)": 0.607,
- "Torsional Constant, IT (cm4)": 81.8,
- "Area of Section, A (cm2)": 108.0
- },
- "254x254x71": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 71.0,
- "Depth of Section, h (mm)": 249.7,
- "Width of Section, b (mm)": 258.0,
- "Web Thickness, tw (mm)": 12.0,
- "Flange Thickness, tf (mm)": 12.0,
- "Root Radius, r (mm)": 12.7,
- "Depth Between Fillets, d (mm)": 200.3,
- "Ratios for Local Web Buckling, cw/tw": 16.7,
- "Ratios for Local Flange Buckling, cf/tf": 9.19,
- "End Clearance Dimension for Detailing, C (mm)": 8.0,
- "Longitudinal Notch Dimension, N (mm)": 134.0,
- "Vertical Notch Dimension, n (mm)": 26.0,
- "Surface Area Per Metre (m2)": 1.49,
- "Surface Area Per Tonne (m2)": 21.0,
- "Second Moment of Area, Y-Y (cm4)": 10100.0,
- "Second Moment of Area, Z-Z (cm4)": 3440.0,
- "Radius of Gyration, Y-Y (cm)": 10.6,
- "Radius of Gyration, Z-Z (cm)": 6.17,
- "Elastic Modulus, Y-Y (cm3)": 807.0,
- "Elastic Modulus, Z-Z (cm3)": 267.0,
- "Plastic Modulus, Y-Y (cm3)": 904.0,
- "Plastic Modulus, Z-Z (cm3)": 409.0,
- "Buckling Parameter, U": 0.827,
- "Torsional Index, X": 18.4,
- "Warping Constant, Iw (dm6)": 0.486,
- "Torsional Constant, IT (cm4)": 48.4,
- "Area of Section, A (cm2)": 90.4
- },
- "254x254x63": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 63.0,
- "Depth of Section, h (mm)": 247.1,
- "Width of Section, b (mm)": 256.6,
- "Web Thickness, tw (mm)": 10.6,
- "Flange Thickness, tf (mm)": 10.7,
- "Root Radius, r (mm)": 12.7,
- "Depth Between Fillets, d (mm)": 200.3,
- "Ratios for Local Web Buckling, cw/tw": 18.9,
- "Ratios for Local Flange Buckling, cf/tf": 10.31,
- "End Clearance Dimension for Detailing, C (mm)": 7.0,
- "Longitudinal Notch Dimension, N (mm)": 134.0,
- "Vertical Notch Dimension, n (mm)": 24.0,
- "Surface Area Per Metre (m2)": 1.48,
- "Surface Area Per Tonne (m2)": 23.5,
- "Second Moment of Area, Y-Y (cm4)": 8860.0,
- "Second Moment of Area, Z-Z (cm4)": 3020.0,
- "Radius of Gyration, Y-Y (cm)": 10.5,
- "Radius of Gyration, Z-Z (cm)": 6.13,
- "Elastic Modulus, Y-Y (cm3)": 717.0,
- "Elastic Modulus, Z-Z (cm3)": 235.0,
- "Plastic Modulus, Y-Y (cm3)": 799.0,
- "Plastic Modulus, Z-Z (cm3)": 360.0,
- "Buckling Parameter, U": 0.828,
- "Torsional Index, X": 20.4,
- "Warping Constant, Iw (dm6)": 0.421,
- "Torsional Constant, IT (cm4)": 34.3,
- "Area of Section, A (cm2)": 80.2
- },
- "203x203x54": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 53.9,
- "Depth of Section, h (mm)": 204.0,
- "Width of Section, b (mm)": 207.7,
- "Web Thickness, tw (mm)": 11.3,
- "Flange Thickness, tf (mm)": 11.4,
- "Root Radius, r (mm)": 10.2,
- "Depth Between Fillets, d (mm)": 160.8,
- "Ratios for Local Web Buckling, cw/tw": 14.2,
- "Ratios for Local Flange Buckling, cf/tf": 7.72,
- "End Clearance Dimension for Detailing, C (mm)": 8.0,
- "Longitudinal Notch Dimension, N (mm)": 110.0,
- "Vertical Notch Dimension, n (mm)": 22.0,
- "Surface Area Per Metre (m2)": 1.2,
- "Surface Area Per Tonne (m2)": 22.3,
- "Second Moment of Area, Y-Y (cm4)": 5030.0,
- "Second Moment of Area, Z-Z (cm4)": 1710.0,
- "Radius of Gyration, Y-Y (cm)": 8.55,
- "Radius of Gyration, Z-Z (cm)": 4.98,
- "Elastic Modulus, Y-Y (cm3)": 493.0,
- "Elastic Modulus, Z-Z (cm3)": 164.0,
- "Plastic Modulus, Y-Y (cm3)": 557.0,
- "Plastic Modulus, Z-Z (cm3)": 252.0,
- "Buckling Parameter, U": 0.828,
- "Torsional Index, X": 15.8,
- "Warping Constant, Iw (dm6)": 0.158,
- "Torsional Constant, IT (cm4)": 32.7,
- "Area of Section, A (cm2)": 68.7
- },
- "203x203x45": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 44.9,
- "Depth of Section, h (mm)": 200.2,
- "Width of Section, b (mm)": 205.9,
- "Web Thickness, tw (mm)": 9.5,
- "Flange Thickness, tf (mm)": 9.5,
- "Root Radius, r (mm)": 10.2,
- "Depth Between Fillets, d (mm)": 160.8,
- "Ratios for Local Web Buckling, cw/tw": 16.9,
- "Ratios for Local Flange Buckling, cf/tf": 9.26,
- "End Clearance Dimension for Detailing, C (mm)": 7.0,
- "Longitudinal Notch Dimension, N (mm)": 110.0,
- "Vertical Notch Dimension, n (mm)": 20.0,
- "Surface Area Per Metre (m2)": 1.19,
- "Surface Area Per Tonne (m2)": 26.5,
- "Second Moment of Area, Y-Y (cm4)": 4100.0,
- "Second Moment of Area, Z-Z (cm4)": 1380.0,
- "Radius of Gyration, Y-Y (cm)": 8.46,
- "Radius of Gyration, Z-Z (cm)": 4.92,
- "Elastic Modulus, Y-Y (cm3)": 410.0,
- "Elastic Modulus, Z-Z (cm3)": 134.0,
- "Plastic Modulus, Y-Y (cm3)": 459.0,
- "Plastic Modulus, Z-Z (cm3)": 206.0,
- "Buckling Parameter, U": 0.827,
- "Torsional Index, X": 18.7,
- "Warping Constant, Iw (dm6)": 0.126,
- "Torsional Constant, IT (cm4)": 19.2,
- "Area of Section, A (cm2)": 57.2
- }
-}
\ No newline at end of file
diff --git a/pkg/bluebook/.d/properties/uc.json b/pkg/bluebook/.d/properties/uc.json
deleted file mode 100644
index c455258..0000000
--- a/pkg/bluebook/.d/properties/uc.json
+++ /dev/null
@@ -1,1382 +0,0 @@
-{
- "356x406x1299": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 1299.0,
- "Depth of Section, h (mm)": 600.0,
- "Width of Section, b (mm)": 476.0,
- "Web Thickness, tw (mm)": 100.0,
- "Flange Thickness, tf (mm)": 140.0,
- "Root Radius, r (mm)": 15.4,
- "Depth Between Fillets, d (mm)": 290.0,
- "Ratios for Local Web Buckling, cw/tw": 2.9,
- "Ratios for Local Flange Buckling, cf/tf": 1.23,
- "End Clearance Dimension for Detailing, C (mm)": 52.0,
- "Longitudinal Notch Dimension, N (mm)": 198.0,
- "Vertical Notch Dimension, n (mm)": 156.0,
- "Surface Area Per Metre (m2)": 2.88,
- "Surface Area Per Tonne (m2)": 2.22,
- "Second Moment of Area, Y-Y (cm4)": 755000.0,
- "Second Moment of Area, Z-Z (cm4)": 254000.0,
- "Radius of Gyration, Y-Y (cm)": 21.4,
- "Radius of Gyration, Z-Z (cm)": 12.4,
- "Elastic Modulus, Y-Y (cm3)": 25200.0,
- "Elastic Modulus, Z-Z (cm3)": 10700.0,
- "Plastic Modulus, Y-Y (cm3)": 33200.0,
- "Plastic Modulus, Z-Z (cm3)": 16700.0,
- "Buckling Parameter, U": 0.846,
- "Torsional Index, X": 3.42,
- "Warping Constant, Iw (dm6)": 133.1,
- "Torsional Constant, IT (cm4)": 94500.0,
- "Area of Section, A (cm2)": 1655.0
- },
- "356x406x1202": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 1202.0,
- "Depth of Section, h (mm)": 580.0,
- "Width of Section, b (mm)": 471.0,
- "Web Thickness, tw (mm)": 95.0,
- "Flange Thickness, tf (mm)": 130.0,
- "Root Radius, r (mm)": 15.4,
- "Depth Between Fillets, d (mm)": 290.0,
- "Ratios for Local Web Buckling, cw/tw": 3.05,
- "Ratios for Local Flange Buckling, cf/tf": 1.33,
- "End Clearance Dimension for Detailing, C (mm)": 50.0,
- "Longitudinal Notch Dimension, N (mm)": 198.0,
- "Vertical Notch Dimension, n (mm)": 146.0,
- "Surface Area Per Metre (m2)": 2.83,
- "Surface Area Per Tonne (m2)": 2.35,
- "Second Moment of Area, Y-Y (cm4)": 664000.0,
- "Second Moment of Area, Z-Z (cm4)": 229000.0,
- "Radius of Gyration, Y-Y (cm)": 20.8,
- "Radius of Gyration, Z-Z (cm)": 12.2,
- "Elastic Modulus, Y-Y (cm3)": 22900.0,
- "Elastic Modulus, Z-Z (cm3)": 9710.0,
- "Plastic Modulus, Y-Y (cm3)": 30000.0,
- "Plastic Modulus, Z-Z (cm3)": 15200.0,
- "Buckling Parameter, U": 0.842,
- "Torsional Index, X": 3.59,
- "Warping Constant, Iw (dm6)": 114.6,
- "Torsional Constant, IT (cm4)": 76300.0,
- "Area of Section, A (cm2)": 1531.0
- },
- "356x406x1086": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 1086.0,
- "Depth of Section, h (mm)": 569.0,
- "Width of Section, b (mm)": 454.0,
- "Web Thickness, tw (mm)": 78.0,
- "Flange Thickness, tf (mm)": 125.0,
- "Root Radius, r (mm)": 15.0,
- "Depth Between Fillets, d (mm)": 290.0,
- "Ratios for Local Web Buckling, cw/tw": 3.72,
- "Ratios for Local Flange Buckling, cf/tf": 1.38,
- "End Clearance Dimension for Detailing, C (mm)": 41.0,
- "Longitudinal Notch Dimension, N (mm)": 198.0,
- "Vertical Notch Dimension, n (mm)": 140.0,
- "Surface Area Per Metre (m2)": 2.77,
- "Surface Area Per Tonne (m2)": 2.55,
- "Second Moment of Area, Y-Y (cm4)": 596000.0,
- "Second Moment of Area, Z-Z (cm4)": 196000.0,
- "Radius of Gyration, Y-Y (cm)": 20.7,
- "Radius of Gyration, Z-Z (cm)": 11.9,
- "Elastic Modulus, Y-Y (cm3)": 20900.0,
- "Elastic Modulus, Z-Z (cm3)": 8640.0,
- "Plastic Modulus, Y-Y (cm3)": 27200.0,
- "Plastic Modulus, Z-Z (cm3)": 13400.0,
- "Buckling Parameter, U": 0.852,
- "Torsional Index, X": 3.79,
- "Warping Constant, Iw (dm6)": 96.1,
- "Torsional Constant, IT (cm4)": 60500.0,
- "Area of Section, A (cm2)": 1386.0
- },
- "356x406x990": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 990.0,
- "Depth of Section, h (mm)": 550.0,
- "Width of Section, b (mm)": 448.0,
- "Web Thickness, tw (mm)": 71.9,
- "Flange Thickness, tf (mm)": 115.0,
- "Root Radius, r (mm)": 15.0,
- "Depth Between Fillets, d (mm)": 290.0,
- "Ratios for Local Web Buckling, cw/tw": 4.03,
- "Ratios for Local Flange Buckling, cf/tf": 1.5,
- "End Clearance Dimension for Detailing, C (mm)": 38.0,
- "Longitudinal Notch Dimension, N (mm)": 200.0,
- "Vertical Notch Dimension, n (mm)": 130.0,
- "Surface Area Per Metre (m2)": 2.72,
- "Surface Area Per Tonne (m2)": 2.75,
- "Second Moment of Area, Y-Y (cm4)": 519000.0,
- "Second Moment of Area, Z-Z (cm4)": 173000.0,
- "Radius of Gyration, Y-Y (cm)": 20.3,
- "Radius of Gyration, Z-Z (cm)": 11.7,
- "Elastic Modulus, Y-Y (cm3)": 18900.0,
- "Elastic Modulus, Z-Z (cm3)": 7740.0,
- "Plastic Modulus, Y-Y (cm3)": 24300.0,
- "Plastic Modulus, Z-Z (cm3)": 12000.0,
- "Buckling Parameter, U": 0.851,
- "Torsional Index, X": 4.02,
- "Warping Constant, Iw (dm6)": 81.5,
- "Torsional Constant, IT (cm4)": 46900.0,
- "Area of Section, A (cm2)": 1262.0
- },
- "356x406x900": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 900.0,
- "Depth of Section, h (mm)": 531.0,
- "Width of Section, b (mm)": 442.0,
- "Web Thickness, tw (mm)": 65.9,
- "Flange Thickness, tf (mm)": 106.0,
- "Root Radius, r (mm)": 15.0,
- "Depth Between Fillets, d (mm)": 290.0,
- "Ratios for Local Web Buckling, cw/tw": 4.4,
- "Ratios for Local Flange Buckling, cf/tf": 1.63,
- "End Clearance Dimension for Detailing, C (mm)": 35.0,
- "Longitudinal Notch Dimension, N (mm)": 200.0,
- "Vertical Notch Dimension, n (mm)": 122.0,
- "Surface Area Per Metre (m2)": 2.67,
- "Surface Area Per Tonne (m2)": 2.97,
- "Second Moment of Area, Y-Y (cm4)": 450000.0,
- "Second Moment of Area, Z-Z (cm4)": 153000.0,
- "Radius of Gyration, Y-Y (cm)": 19.8,
- "Radius of Gyration, Z-Z (cm)": 11.6,
- "Elastic Modulus, Y-Y (cm3)": 17000.0,
- "Elastic Modulus, Z-Z (cm3)": 6940.0,
- "Plastic Modulus, Y-Y (cm3)": 21600.0,
- "Plastic Modulus, Z-Z (cm3)": 10700.0,
- "Buckling Parameter, U": 0.849,
- "Torsional Index, X": 4.26,
- "Warping Constant, Iw (dm6)": 68.9,
- "Torsional Constant, IT (cm4)": 36400.0,
- "Area of Section, A (cm2)": 1149.0
- },
- "356x406x818": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 818.0,
- "Depth of Section, h (mm)": 514.0,
- "Width of Section, b (mm)": 437.0,
- "Web Thickness, tw (mm)": 60.5,
- "Flange Thickness, tf (mm)": 97.0,
- "Root Radius, r (mm)": 15.0,
- "Depth Between Fillets, d (mm)": 290.0,
- "Ratios for Local Web Buckling, cw/tw": 4.79,
- "Ratios for Local Flange Buckling, cf/tf": 1.79,
- "End Clearance Dimension for Detailing, C (mm)": 32.0,
- "Longitudinal Notch Dimension, N (mm)": 200.0,
- "Vertical Notch Dimension, n (mm)": 112.0,
- "Surface Area Per Metre (m2)": 2.63,
- "Surface Area Per Tonne (m2)": 3.22,
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- "Radius of Gyration, Y-Y (cm)": 9.44,
- "Radius of Gyration, Z-Z (cm)": 5.39,
- "Elastic Modulus, Y-Y (cm3)": 988.0,
- "Elastic Modulus, Z-Z (cm3)": 350.0,
- "Plastic Modulus, Y-Y (cm3)": 1150.0,
- "Plastic Modulus, Z-Z (cm3)": 534.0,
- "Buckling Parameter, U": 0.852,
- "Torsional Index, X": 9.01,
- "Warping Constant, Iw (dm6)": 0.386,
- "Torsional Constant, IT (cm4)": 210.0,
- "Area of Section, A (cm2)": 127.0
- },
- "203x203x86": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 86.1,
- "Depth of Section, h (mm)": 222.2,
- "Width of Section, b (mm)": 209.1,
- "Web Thickness, tw (mm)": 12.7,
- "Flange Thickness, tf (mm)": 20.5,
- "Root Radius, r (mm)": 10.2,
- "Depth Between Fillets, d (mm)": 160.8,
- "Ratios for Local Web Buckling, cw/tw": 12.7,
- "Ratios for Local Flange Buckling, cf/tf": 4.29,
- "End Clearance Dimension for Detailing, C (mm)": 8.0,
- "Longitudinal Notch Dimension, N (mm)": 110.0,
- "Vertical Notch Dimension, n (mm)": 32.0,
- "Surface Area Per Metre (m2)": 1.24,
- "Surface Area Per Tonne (m2)": 14.4,
- "Second Moment of Area, Y-Y (cm4)": 9450.0,
- "Second Moment of Area, Z-Z (cm4)": 3130.0,
- "Radius of Gyration, Y-Y (cm)": 9.28,
- "Radius of Gyration, Z-Z (cm)": 5.34,
- "Elastic Modulus, Y-Y (cm3)": 850.0,
- "Elastic Modulus, Z-Z (cm3)": 299.0,
- "Plastic Modulus, Y-Y (cm3)": 977.0,
- "Plastic Modulus, Z-Z (cm3)": 456.0,
- "Buckling Parameter, U": 0.849,
- "Torsional Index, X": 10.2,
- "Warping Constant, Iw (dm6)": 0.318,
- "Torsional Constant, IT (cm4)": 137.0,
- "Area of Section, A (cm2)": 110.0
- },
- "203x203x71": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 71.0,
- "Depth of Section, h (mm)": 215.8,
- "Width of Section, b (mm)": 206.4,
- "Web Thickness, tw (mm)": 10.0,
- "Flange Thickness, tf (mm)": 17.3,
- "Root Radius, r (mm)": 10.2,
- "Depth Between Fillets, d (mm)": 160.8,
- "Ratios for Local Web Buckling, cw/tw": 16.1,
- "Ratios for Local Flange Buckling, cf/tf": 5.09,
- "End Clearance Dimension for Detailing, C (mm)": 7.0,
- "Longitudinal Notch Dimension, N (mm)": 110.0,
- "Vertical Notch Dimension, n (mm)": 28.0,
- "Surface Area Per Metre (m2)": 1.22,
- "Surface Area Per Tonne (m2)": 17.2,
- "Second Moment of Area, Y-Y (cm4)": 7620.0,
- "Second Moment of Area, Z-Z (cm4)": 2540.0,
- "Radius of Gyration, Y-Y (cm)": 9.18,
- "Radius of Gyration, Z-Z (cm)": 5.3,
- "Elastic Modulus, Y-Y (cm3)": 706.0,
- "Elastic Modulus, Z-Z (cm3)": 246.0,
- "Plastic Modulus, Y-Y (cm3)": 799.0,
- "Plastic Modulus, Z-Z (cm3)": 374.0,
- "Buckling Parameter, U": 0.853,
- "Torsional Index, X": 11.9,
- "Warping Constant, Iw (dm6)": 0.25,
- "Torsional Constant, IT (cm4)": 80.2,
- "Area of Section, A (cm2)": 90.4
- },
- "203x203x60": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 60.0,
- "Depth of Section, h (mm)": 209.6,
- "Width of Section, b (mm)": 205.8,
- "Web Thickness, tw (mm)": 9.4,
- "Flange Thickness, tf (mm)": 14.2,
- "Root Radius, r (mm)": 10.2,
- "Depth Between Fillets, d (mm)": 160.8,
- "Ratios for Local Web Buckling, cw/tw": 17.1,
- "Ratios for Local Flange Buckling, cf/tf": 6.2,
- "End Clearance Dimension for Detailing, C (mm)": 7.0,
- "Longitudinal Notch Dimension, N (mm)": 110.0,
- "Vertical Notch Dimension, n (mm)": 26.0,
- "Surface Area Per Metre (m2)": 1.21,
- "Surface Area Per Tonne (m2)": 20.2,
- "Second Moment of Area, Y-Y (cm4)": 6120.0,
- "Second Moment of Area, Z-Z (cm4)": 2060.0,
- "Radius of Gyration, Y-Y (cm)": 8.96,
- "Radius of Gyration, Z-Z (cm)": 5.2,
- "Elastic Modulus, Y-Y (cm3)": 584.0,
- "Elastic Modulus, Z-Z (cm3)": 201.0,
- "Plastic Modulus, Y-Y (cm3)": 656.0,
- "Plastic Modulus, Z-Z (cm3)": 305.0,
- "Buckling Parameter, U": 0.846,
- "Torsional Index, X": 14.1,
- "Warping Constant, Iw (dm6)": 0.197,
- "Torsional Constant, IT (cm4)": 47.2,
- "Area of Section, A (cm2)": 76.4
- },
- "203x203x52": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 52.0,
- "Depth of Section, h (mm)": 206.2,
- "Width of Section, b (mm)": 204.3,
- "Web Thickness, tw (mm)": 7.9,
- "Flange Thickness, tf (mm)": 12.5,
- "Root Radius, r (mm)": 10.2,
- "Depth Between Fillets, d (mm)": 160.8,
- "Ratios for Local Web Buckling, cw/tw": 20.4,
- "Ratios for Local Flange Buckling, cf/tf": 7.04,
- "End Clearance Dimension for Detailing, C (mm)": 6.0,
- "Longitudinal Notch Dimension, N (mm)": 110.0,
- "Vertical Notch Dimension, n (mm)": 24.0,
- "Surface Area Per Metre (m2)": 1.2,
- "Surface Area Per Tonne (m2)": 23.1,
- "Second Moment of Area, Y-Y (cm4)": 5260.0,
- "Second Moment of Area, Z-Z (cm4)": 1780.0,
- "Radius of Gyration, Y-Y (cm)": 8.91,
- "Radius of Gyration, Z-Z (cm)": 5.18,
- "Elastic Modulus, Y-Y (cm3)": 510.0,
- "Elastic Modulus, Z-Z (cm3)": 174.0,
- "Plastic Modulus, Y-Y (cm3)": 567.0,
- "Plastic Modulus, Z-Z (cm3)": 264.0,
- "Buckling Parameter, U": 0.847,
- "Torsional Index, X": 15.8,
- "Warping Constant, Iw (dm6)": 0.167,
- "Torsional Constant, IT (cm4)": 31.8,
- "Area of Section, A (cm2)": 66.3
- },
- "203x203x46": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 46.1,
- "Depth of Section, h (mm)": 203.2,
- "Width of Section, b (mm)": 203.6,
- "Web Thickness, tw (mm)": 7.2,
- "Flange Thickness, tf (mm)": 11.0,
- "Root Radius, r (mm)": 10.2,
- "Depth Between Fillets, d (mm)": 160.8,
- "Ratios for Local Web Buckling, cw/tw": 22.3,
- "Ratios for Local Flange Buckling, cf/tf": 8.0,
- "End Clearance Dimension for Detailing, C (mm)": 6.0,
- "Longitudinal Notch Dimension, N (mm)": 110.0,
- "Vertical Notch Dimension, n (mm)": 22.0,
- "Surface Area Per Metre (m2)": 1.19,
- "Surface Area Per Tonne (m2)": 25.8,
- "Second Moment of Area, Y-Y (cm4)": 4570.0,
- "Second Moment of Area, Z-Z (cm4)": 1550.0,
- "Radius of Gyration, Y-Y (cm)": 8.82,
- "Radius of Gyration, Z-Z (cm)": 5.13,
- "Elastic Modulus, Y-Y (cm3)": 450.0,
- "Elastic Modulus, Z-Z (cm3)": 152.0,
- "Plastic Modulus, Y-Y (cm3)": 497.0,
- "Plastic Modulus, Z-Z (cm3)": 231.0,
- "Buckling Parameter, U": 0.847,
- "Torsional Index, X": 17.7,
- "Warping Constant, Iw (dm6)": 0.143,
- "Torsional Constant, IT (cm4)": 22.2,
- "Area of Section, A (cm2)": 58.7
- },
- "152x152x51": {
- "Is Non-Standard": true,
- "Mass Per Metre (kg/m)": 51.2,
- "Depth of Section, h (mm)": 170.2,
- "Width of Section, b (mm)": 157.4,
- "Web Thickness, tw (mm)": 11.0,
- "Flange Thickness, tf (mm)": 15.7,
- "Root Radius, r (mm)": 7.6,
- "Depth Between Fillets, d (mm)": 123.6,
- "Ratios for Local Web Buckling, cw/tw": 11.2,
- "Ratios for Local Flange Buckling, cf/tf": 4.18,
- "End Clearance Dimension for Detailing, C (mm)": 8.0,
- "Longitudinal Notch Dimension, N (mm)": 84.0,
- "Vertical Notch Dimension, n (mm)": 24.0,
- "Surface Area Per Metre (m2)": 0.935,
- "Surface Area Per Tonne (m2)": 18.3,
- "Second Moment of Area, Y-Y (cm4)": 3230.0,
- "Second Moment of Area, Z-Z (cm4)": 1020.0,
- "Radius of Gyration, Y-Y (cm)": 7.04,
- "Radius of Gyration, Z-Z (cm)": 3.96,
- "Elastic Modulus, Y-Y (cm3)": 379.0,
- "Elastic Modulus, Z-Z (cm3)": 130.0,
- "Plastic Modulus, Y-Y (cm3)": 438.0,
- "Plastic Modulus, Z-Z (cm3)": 199.0,
- "Buckling Parameter, U": 0.848,
- "Torsional Index, X": 10.1,
- "Warping Constant, Iw (dm6)": 0.061,
- "Torsional Constant, IT (cm4)": 48.8,
- "Area of Section, A (cm2)": 65.2
- },
- "152x152x44": {
- "Is Non-Standard": true,
- "Mass Per Metre (kg/m)": 44.0,
- "Depth of Section, h (mm)": 166.0,
- "Width of Section, b (mm)": 155.9,
- "Web Thickness, tw (mm)": 9.5,
- "Flange Thickness, tf (mm)": 13.6,
- "Root Radius, r (mm)": 7.6,
- "Depth Between Fillets, d (mm)": 123.6,
- "Ratios for Local Web Buckling, cw/tw": 13.0,
- "Ratios for Local Flange Buckling, cf/tf": 4.82,
- "End Clearance Dimension for Detailing, C (mm)": 7.0,
- "Longitudinal Notch Dimension, N (mm)": 84.0,
- "Vertical Notch Dimension, n (mm)": 22.0,
- "Surface Area Per Metre (m2)": 0.924,
- "Surface Area Per Tonne (m2)": 21.0,
- "Second Moment of Area, Y-Y (cm4)": 2700.0,
- "Second Moment of Area, Z-Z (cm4)": 860.0,
- "Radius of Gyration, Y-Y (cm)": 6.94,
- "Radius of Gyration, Z-Z (cm)": 3.92,
- "Elastic Modulus, Y-Y (cm3)": 326.0,
- "Elastic Modulus, Z-Z (cm3)": 110.0,
- "Plastic Modulus, Y-Y (cm3)": 372.0,
- "Plastic Modulus, Z-Z (cm3)": 169.0,
- "Buckling Parameter, U": 0.847,
- "Torsional Index, X": 11.5,
- "Warping Constant, Iw (dm6)": 0.05,
- "Torsional Constant, IT (cm4)": 31.7,
- "Area of Section, A (cm2)": 56.1
- },
- "152x152x37": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 37.0,
- "Depth of Section, h (mm)": 161.8,
- "Width of Section, b (mm)": 154.4,
- "Web Thickness, tw (mm)": 8.0,
- "Flange Thickness, tf (mm)": 11.5,
- "Root Radius, r (mm)": 7.6,
- "Depth Between Fillets, d (mm)": 123.6,
- "Ratios for Local Web Buckling, cw/tw": 15.5,
- "Ratios for Local Flange Buckling, cf/tf": 5.7,
- "End Clearance Dimension for Detailing, C (mm)": 6.0,
- "Longitudinal Notch Dimension, N (mm)": 84.0,
- "Vertical Notch Dimension, n (mm)": 20.0,
- "Surface Area Per Metre (m2)": 0.912,
- "Surface Area Per Tonne (m2)": 24.6,
- "Second Moment of Area, Y-Y (cm4)": 2210.0,
- "Second Moment of Area, Z-Z (cm4)": 706.0,
- "Radius of Gyration, Y-Y (cm)": 6.85,
- "Radius of Gyration, Z-Z (cm)": 3.87,
- "Elastic Modulus, Y-Y (cm3)": 273.0,
- "Elastic Modulus, Z-Z (cm3)": 91.5,
- "Plastic Modulus, Y-Y (cm3)": 309.0,
- "Plastic Modulus, Z-Z (cm3)": 140.0,
- "Buckling Parameter, U": 0.848,
- "Torsional Index, X": 13.3,
- "Warping Constant, Iw (dm6)": 0.04,
- "Torsional Constant, IT (cm4)": 19.2,
- "Area of Section, A (cm2)": 47.1
- },
- "152x152x30": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 30.0,
- "Depth of Section, h (mm)": 157.6,
- "Width of Section, b (mm)": 152.9,
- "Web Thickness, tw (mm)": 6.5,
- "Flange Thickness, tf (mm)": 9.4,
- "Root Radius, r (mm)": 7.6,
- "Depth Between Fillets, d (mm)": 123.6,
- "Ratios for Local Web Buckling, cw/tw": 19.0,
- "Ratios for Local Flange Buckling, cf/tf": 6.98,
- "End Clearance Dimension for Detailing, C (mm)": 5.0,
- "Longitudinal Notch Dimension, N (mm)": 84.0,
- "Vertical Notch Dimension, n (mm)": 18.0,
- "Surface Area Per Metre (m2)": 0.901,
- "Surface Area Per Tonne (m2)": 30.0,
- "Second Moment of Area, Y-Y (cm4)": 1750.0,
- "Second Moment of Area, Z-Z (cm4)": 560.0,
- "Radius of Gyration, Y-Y (cm)": 6.76,
- "Radius of Gyration, Z-Z (cm)": 3.83,
- "Elastic Modulus, Y-Y (cm3)": 222.0,
- "Elastic Modulus, Z-Z (cm3)": 73.3,
- "Plastic Modulus, Y-Y (cm3)": 248.0,
- "Plastic Modulus, Z-Z (cm3)": 112.0,
- "Buckling Parameter, U": 0.847,
- "Torsional Index, X": 16.1,
- "Warping Constant, Iw (dm6)": 0.031,
- "Torsional Constant, IT (cm4)": 10.5,
- "Area of Section, A (cm2)": 38.3
- },
- "152x152x23": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 23.0,
- "Depth of Section, h (mm)": 152.4,
- "Width of Section, b (mm)": 152.2,
- "Web Thickness, tw (mm)": 5.8,
- "Flange Thickness, tf (mm)": 6.8,
- "Root Radius, r (mm)": 7.6,
- "Depth Between Fillets, d (mm)": 123.6,
- "Ratios for Local Web Buckling, cw/tw": 21.3,
- "Ratios for Local Flange Buckling, cf/tf": 9.65,
- "End Clearance Dimension for Detailing, C (mm)": 5.0,
- "Longitudinal Notch Dimension, N (mm)": 84.0,
- "Vertical Notch Dimension, n (mm)": 16.0,
- "Surface Area Per Metre (m2)": 0.889,
- "Surface Area Per Tonne (m2)": 38.7,
- "Second Moment of Area, Y-Y (cm4)": 1250.0,
- "Second Moment of Area, Z-Z (cm4)": 400.0,
- "Radius of Gyration, Y-Y (cm)": 6.54,
- "Radius of Gyration, Z-Z (cm)": 3.7,
- "Elastic Modulus, Y-Y (cm3)": 164.0,
- "Elastic Modulus, Z-Z (cm3)": 52.6,
- "Plastic Modulus, Y-Y (cm3)": 182.0,
- "Plastic Modulus, Z-Z (cm3)": 80.1,
- "Buckling Parameter, U": 0.842,
- "Torsional Index, X": 20.6,
- "Warping Constant, Iw (dm6)": 0.021,
- "Torsional Constant, IT (cm4)": 4.63,
- "Area of Section, A (cm2)": 29.2
- }
-}
\ No newline at end of file
diff --git a/pkg/bluebook/.d/properties/unequal-l.json b/pkg/bluebook/.d/properties/unequal-l.json
deleted file mode 100644
index 8d6fc0a..0000000
--- a/pkg/bluebook/.d/properties/unequal-l.json
+++ /dev/null
@@ -1,938 +0,0 @@
-{
- "200x150x18.0": {
- "Is Non-Standard": true,
- "Mass Per Metre (kg/m)": 47.1,
- "Root Radius, r1 (mm)": 15.0,
- "Toe Radius, r2 (mm)": 7.5,
- "Dimension, cy (cm)": 6.33,
- "Dimension, cz (cm)": 3.85,
- "Second Moment of Area, Y-Y (cm4)": 2380.0,
- "Second Moment of Area, Z-Z (cm4)": 1150.0,
- "Second Moment of Area, U-U (cm4)": 2920.0,
- "Second Moment of Area, V-V (cm4)": 623.0,
- "Radius of Gyration, Y-Y (cm)": 6.29,
- "Radius of Gyration, Z-Z (cm)": 4.37,
- "Radius of Gyration, U-U (cm)": 6.97,
- "Radius of Gyration, V-V (cm)": 3.22,
- "Elastic Modulus, Y-Y (cm4)": 174.0,
- "Elastic Modulus, Z-Z (cm4)": 103.0,
- "Angle Axis Y-Y to Axis U-U": 0.549,
- "Torsional Constant, IT (cm4)": 67.9,
- "Equivalent Slenderness Coefficient, Min": 2.93,
- "Equivalent Slenderness Coefficient, Max": 3.72,
- "Mono-Symmetry Index": 4.6,
- "Area of Section (cm2)": 60.1
- },
- "200x150x15.0": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 39.6,
- "Root Radius, r1 (mm)": 15.0,
- "Toe Radius, r2 (mm)": 7.5,
- "Dimension, cy (cm)": 6.21,
- "Dimension, cz (cm)": 3.73,
- "Second Moment of Area, Y-Y (cm4)": 2020.0,
- "Second Moment of Area, Z-Z (cm4)": 979.0,
- "Second Moment of Area, U-U (cm4)": 2480.0,
- "Second Moment of Area, V-V (cm4)": 526.0,
- "Radius of Gyration, Y-Y (cm)": 6.33,
- "Radius of Gyration, Z-Z (cm)": 4.4,
- "Radius of Gyration, U-U (cm)": 7.0,
- "Radius of Gyration, V-V (cm)": 3.23,
- "Elastic Modulus, Y-Y (cm4)": 147.0,
- "Elastic Modulus, Z-Z (cm4)": 86.9,
- "Angle Axis Y-Y to Axis U-U": 0.551,
- "Torsional Constant, IT (cm4)": 39.9,
- "Equivalent Slenderness Coefficient, Min": 3.53,
- "Equivalent Slenderness Coefficient, Max": 4.5,
- "Mono-Symmetry Index": 5.55,
- "Area of Section (cm2)": 50.5
- },
- "200x150x12.0": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 32.0,
- "Root Radius, r1 (mm)": 15.0,
- "Toe Radius, r2 (mm)": 7.5,
- "Dimension, cy (cm)": 6.08,
- "Dimension, cz (cm)": 3.61,
- "Second Moment of Area, Y-Y (cm4)": 1650.0,
- "Second Moment of Area, Z-Z (cm4)": 803.0,
- "Second Moment of Area, U-U (cm4)": 2030.0,
- "Second Moment of Area, V-V (cm4)": 430.0,
- "Radius of Gyration, Y-Y (cm)": 6.36,
- "Radius of Gyration, Z-Z (cm)": 4.44,
- "Radius of Gyration, U-U (cm)": 7.04,
- "Radius of Gyration, V-V (cm)": 3.25,
- "Elastic Modulus, Y-Y (cm4)": 119.0,
- "Elastic Modulus, Z-Z (cm4)": 70.5,
- "Angle Axis Y-Y to Axis U-U": 0.552,
- "Torsional Constant, IT (cm4)": 20.9,
- "Equivalent Slenderness Coefficient, Min": 4.43,
- "Equivalent Slenderness Coefficient, Max": 5.7,
- "Mono-Symmetry Index": 6.97,
- "Area of Section (cm2)": 40.8
- },
- "200x100x15.0": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 33.8,
- "Root Radius, r1 (mm)": 15.0,
- "Toe Radius, r2 (mm)": 7.5,
- "Dimension, cy (cm)": 7.16,
- "Dimension, cz (cm)": 2.22,
- "Second Moment of Area, Y-Y (cm4)": 1760.0,
- "Second Moment of Area, Z-Z (cm4)": 299.0,
- "Second Moment of Area, U-U (cm4)": 1860.0,
- "Second Moment of Area, V-V (cm4)": 193.0,
- "Radius of Gyration, Y-Y (cm)": 6.4,
- "Radius of Gyration, Z-Z (cm)": 2.64,
- "Radius of Gyration, U-U (cm)": 6.59,
- "Radius of Gyration, V-V (cm)": 2.12,
- "Elastic Modulus, Y-Y (cm4)": 137.0,
- "Elastic Modulus, Z-Z (cm4)": 38.5,
- "Angle Axis Y-Y to Axis U-U": 0.26,
- "Torsional Constant, IT (cm4)": 34.3,
- "Equivalent Slenderness Coefficient, Min": 3.54,
- "Equivalent Slenderness Coefficient, Max": 5.17,
- "Mono-Symmetry Index": 9.19,
- "Area of Section (cm2)": 43.0
- },
- "200x100x12.0": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 27.3,
- "Root Radius, r1 (mm)": 15.0,
- "Toe Radius, r2 (mm)": 7.5,
- "Dimension, cy (cm)": 7.03,
- "Dimension, cz (cm)": 2.1,
- "Second Moment of Area, Y-Y (cm4)": 1440.0,
- "Second Moment of Area, Z-Z (cm4)": 247.0,
- "Second Moment of Area, U-U (cm4)": 1530.0,
- "Second Moment of Area, V-V (cm4)": 159.0,
- "Radius of Gyration, Y-Y (cm)": 6.43,
- "Radius of Gyration, Z-Z (cm)": 2.66,
- "Radius of Gyration, U-U (cm)": 6.63,
- "Radius of Gyration, V-V (cm)": 2.14,
- "Elastic Modulus, Y-Y (cm4)": 111.0,
- "Elastic Modulus, Z-Z (cm4)": 31.3,
- "Angle Axis Y-Y to Axis U-U": 0.262,
- "Torsional Constant, IT (cm4)": 18.0,
- "Equivalent Slenderness Coefficient, Min": 4.42,
- "Equivalent Slenderness Coefficient, Max": 6.57,
- "Mono-Symmetry Index": 11.5,
- "Area of Section (cm2)": 34.8
- },
- "200x100x10.0": {
- "Is Non-Standard": false,
- "Mass Per Metre (kg/m)": 23.0,
- "Root Radius, r1 (mm)": 15.0,
- "Toe Radius, r2 (mm)": 7.5,
- "Dimension, cy (cm)": 6.93,
- "Dimension, cz (cm)": 2.01,
- "Second Moment of Area, Y-Y (cm4)": 1220.0,
- "Second Moment of Area, Z-Z (cm4)": 210.0,
- "Second Moment of Area, U-U (cm4)": 1290.0,
- "Second Moment of Area, V-V (cm4)": 135.0,
- "Radius of Gyration, Y-Y (cm)": 6.46,
- "Radius of Gyration, Z-Z (cm)": 2.68,
- "Radius of Gyration, U-U (cm)": 6.65,
- "Radius of Gyration, V-V (cm)": 2.15,
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- "Radius of Gyration, Z-Z (cm)": 2.05,
- "Radius of Gyration, U-U (cm)": 4.15,
- "Radius of Gyration, V-V (cm)": 1.61,
- "Elastic Modulus, Y-Y (cm4)": 43.2,
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- "Torsional Constant, IT (cm4)": 11.6,
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- "Equivalent Slenderness Coefficient, Max": 3.73,
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- "Radius of Gyration, Z-Z (cm)": 2.07,
- "Radius of Gyration, U-U (cm)": 4.18,
- "Radius of Gyration, V-V (cm)": 1.61,
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- "Second Moment of Area, Z-Z (cm4)": 67.6,
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- "Radius of Gyration, Z-Z (cm)": 2.09,
- "Radius of Gyration, U-U (cm)": 4.21,
- "Radius of Gyration, V-V (cm)": 1.63,
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- "Second Moment of Area, Z-Z (cm4)": 90.2,
- "Second Moment of Area, U-U (cm4)": 230.0,
- "Second Moment of Area, V-V (cm4)": 49.5,
- "Radius of Gyration, Y-Y (cm)": 3.1,
- "Radius of Gyration, Z-Z (cm)": 2.14,
- "Radius of Gyration, U-U (cm)": 3.42,
- "Radius of Gyration, V-V (cm)": 1.59,
- "Elastic Modulus, Y-Y (cm4)": 28.0,
- "Elastic Modulus, Z-Z (cm4)": 16.5,
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- "Equivalent Slenderness Coefficient, Max": 2.64,
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- "Second Moment of Area, Z-Z (cm4)": 77.6,
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- "Second Moment of Area, V-V (cm4)": 42.2,
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- "Radius of Gyration, Z-Z (cm)": 2.16,
- "Radius of Gyration, U-U (cm)": 3.45,
- "Radius of Gyration, V-V (cm)": 1.59,
- "Elastic Modulus, Y-Y (cm4)": 23.8,
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- "Radius of Gyration, Z-Z (cm)": 2.18,
- "Radius of Gyration, U-U (cm)": 3.47,
- "Radius of Gyration, V-V (cm)": 1.6,
- "Elastic Modulus, Y-Y (cm4)": 19.3,
- "Elastic Modulus, Z-Z (cm4)": 11.4,
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- "Equivalent Slenderness Coefficient, Max": 4.08,
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- "Second Moment of Area, Z-Z (cm4)": 51.0,
- "Second Moment of Area, U-U (cm4)": 175.0,
- "Second Moment of Area, V-V (cm4)": 30.1,
- "Radius of Gyration, Y-Y (cm)": 3.14,
- "Radius of Gyration, Z-Z (cm)": 1.81,
- "Radius of Gyration, U-U (cm)": 3.35,
- "Radius of Gyration, V-V (cm)": 1.39,
- "Elastic Modulus, Y-Y (cm4)": 23.2,
- "Elastic Modulus, Z-Z (cm4)": 10.5,
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- "Second Moment of Area, Z-Z (cm4)": 42.2,
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- "Second Moment of Area, V-V (cm4)": 24.8,
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- "Radius of Gyration, Z-Z (cm)": 1.82,
- "Radius of Gyration, U-U (cm)": 3.37,
- "Radius of Gyration, V-V (cm)": 1.4,
- "Elastic Modulus, Y-Y (cm4)": 18.9,
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- "Radius of Gyration, Z-Z (cm)": 1.83,
- "Radius of Gyration, U-U (cm)": 3.39,
- "Radius of Gyration, V-V (cm)": 1.4,
- "Elastic Modulus, Y-Y (cm4)": 16.6,
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- "Second Moment of Area, U-U (cm4)": 123.0,
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- "Radius of Gyration, Z-Z (cm)": 1.31,
- "Radius of Gyration, U-U (cm)": 3.28,
- "Radius of Gyration, V-V (cm)": 1.06,
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- "Equivalent Slenderness Coefficient, Max": 4.8,
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- "Second Moment of Area, U-U (cm4)": 95.4,
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- "Radius of Gyration, Z-Z (cm)": 1.33,
- "Radius of Gyration, U-U (cm)": 3.31,
- "Radius of Gyration, V-V (cm)": 1.07,
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- "Equivalent Slenderness Coefficient, Max": 6.52,
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- "Second Moment of Area, Z-Z (cm4)": 28.4,
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- "Radius of Gyration, Y-Y (cm)": 2.51,
- "Radius of Gyration, Z-Z (cm)": 1.74,
- "Radius of Gyration, U-U (cm)": 2.77,
- "Radius of Gyration, V-V (cm)": 1.28,
- "Elastic Modulus, Y-Y (cm4)": 10.7,
- "Elastic Modulus, Z-Z (cm4)": 6.34,
- "Angle Axis Y-Y to Axis U-U": 0.546,
- "Torsional Constant, IT (cm4)": 1.66,
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- "Equivalent Slenderness Coefficient, Max": 3.72,
- "Mono-Symmetry Index": 4.78,
- "Area of Section (cm2)": 9.38
- },
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- "Toe Radius, r2 (mm)": 3.5,
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- "Dimension, cz (cm)": 0.963,
- "Second Moment of Area, Y-Y (cm4)": 57.6,
- "Second Moment of Area, Z-Z (cm4)": 9.61,
- "Second Moment of Area, U-U (cm4)": 60.9,
- "Second Moment of Area, V-V (cm4)": 6.34,
- "Radius of Gyration, Y-Y (cm)": 2.53,
- "Radius of Gyration, Z-Z (cm)": 1.03,
- "Radius of Gyration, U-U (cm)": 2.6,
- "Radius of Gyration, V-V (cm)": 0.838,
- "Elastic Modulus, Y-Y (cm4)": 11.4,
- "Elastic Modulus, Z-Z (cm4)": 3.16,
- "Angle Axis Y-Y to Axis U-U": 0.253,
- "Torsional Constant, IT (cm4)": 2.05,
- "Equivalent Slenderness Coefficient, Min": 2.61,
- "Equivalent Slenderness Coefficient, Max": 3.73,
- "Mono-Symmetry Index": 6.85,
- "Area of Section (cm2)": 9.01
- },
- "80x40x6.0": {
- "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)": 2.85,
- "Dimension, cz (cm)": 0.884,
- "Second Moment of Area, Y-Y (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/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,
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+ "Torsional Constant, Wt (cm3)": 1490.0,
+ "Surface Area Per Metre (m2)": 1.28,
+ "Surface Area Per Tonne (m2)": 21.6
+ },
+ "406.4x6.3": {
+ "Is Non-Standard": true,
+ "Mass Per Metre (kg/m)": 62.2,
+ "Area of Section, A (cm2)": 79.2,
+ "Ratio for Local Buckling, d/t": 64.5,
+ "Second Moment of Area, I (cm4)": 15800.0,
+ "Radius of Gyration, i (cm)": 14.1,
+ "Elastic Modulus, Wel (cm3)": 780.0,
+ "Plastic Modulus, Wpl (cm3)": 1010.0,
+ "Torsional Constant, IT (cm4)": 31700.0,
+ "Torsional Constant, Wt (cm3)": 1560.0,
+ "Surface Area Per Metre (m2)": 1.28,
+ "Surface Area Per Tonne (m2)": 20.6
+ },
+ "406.4x8.0": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 78.6,
+ "Area of Section, A (cm2)": 100.0,
+ "Ratio for Local Buckling, d/t": 50.8,
+ "Second Moment of Area, I (cm4)": 19900.0,
+ "Radius of Gyration, i (cm)": 14.1,
+ "Elastic Modulus, Wel (cm3)": 978.0,
+ "Plastic Modulus, Wpl (cm3)": 1270.0,
+ "Torsional Constant, IT (cm4)": 39700.0,
+ "Torsional Constant, Wt (cm3)": 1960.0,
+ "Surface Area Per Metre (m2)": 1.28,
+ "Surface Area Per Tonne (m2)": 16.3
+ },
+ "406.4x10.0": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 97.8,
+ "Area of Section, A (cm2)": 125.0,
+ "Ratio for Local Buckling, d/t": 40.6,
+ "Second Moment of Area, I (cm4)": 24500.0,
+ "Radius of Gyration, i (cm)": 14.0,
+ "Elastic Modulus, Wel (cm3)": 1200.0,
+ "Plastic Modulus, Wpl (cm3)": 1570.0,
+ "Torsional Constant, IT (cm4)": 49000.0,
+ "Torsional Constant, Wt (cm3)": 2410.0,
+ "Surface Area Per Metre (m2)": 1.28,
+ "Surface Area Per Tonne (m2)": 13.1
+ },
+ "406.4x12.0": {
+ "Is Non-Standard": true,
+ "Mass Per Metre (kg/m)": 117.0,
+ "Area of Section, A (cm2)": 149.0,
+ "Ratio for Local Buckling, d/t": 33.9,
+ "Second Moment of Area, I (cm4)": 28900.0,
+ "Radius of Gyration, i (cm)": 14.0,
+ "Elastic Modulus, Wel (cm3)": 1420.0,
+ "Plastic Modulus, Wpl (cm3)": 1870.0,
+ "Torsional Constant, IT (cm4)": 57900.0,
+ "Torsional Constant, Wt (cm3)": 2850.0,
+ "Surface Area Per Metre (m2)": 1.28,
+ "Surface Area Per Tonne (m2)": 10.9
+ },
+ "406.4x12.5": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 121.0,
+ "Area of Section, A (cm2)": 155.0,
+ "Ratio for Local Buckling, d/t": 32.5,
+ "Second Moment of Area, I (cm4)": 30000.0,
+ "Radius of Gyration, i (cm)": 13.9,
+ "Elastic Modulus, Wel (cm3)": 1480.0,
+ "Plastic Modulus, Wpl (cm3)": 1940.0,
+ "Torsional Constant, IT (cm4)": 60100.0,
+ "Torsional Constant, Wt (cm3)": 2960.0,
+ "Surface Area Per Metre (m2)": 1.28,
+ "Surface Area Per Tonne (m2)": 10.6
+ },
+ "406.4x16.0": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 154.0,
+ "Area of Section, A (cm2)": 196.0,
+ "Ratio for Local Buckling, d/t": 25.4,
+ "Second Moment of Area, I (cm4)": 37400.0,
+ "Radius of Gyration, i (cm)": 13.8,
+ "Elastic Modulus, Wel (cm3)": 1840.0,
+ "Plastic Modulus, Wpl (cm3)": 2440.0,
+ "Torsional Constant, IT (cm4)": 74900.0,
+ "Torsional Constant, Wt (cm3)": 3690.0,
+ "Surface Area Per Metre (m2)": 1.28,
+ "Surface Area Per Tonne (m2)": 8.31
+ },
+ "457.0x6.0": {
+ "Is Non-Standard": true,
+ "Mass Per Metre (kg/m)": 66.7,
+ "Area of Section, A (cm2)": 85.0,
+ "Ratio for Local Buckling, d/t": 76.2,
+ "Second Moment of Area, I (cm4)": 21600.0,
+ "Radius of Gyration, i (cm)": 15.9,
+ "Elastic Modulus, Wel (cm3)": 946.0,
+ "Plastic Modulus, Wpl (cm3)": 1220.0,
+ "Torsional Constant, IT (cm4)": 43200.0,
+ "Torsional Constant, Wt (cm3)": 1890.0,
+ "Surface Area Per Metre (m2)": 1.44,
+ "Surface Area Per Tonne (m2)": 21.6
+ },
+ "457.0x6.3": {
+ "Is Non-Standard": true,
+ "Mass Per Metre (kg/m)": 70.0,
+ "Area of Section, A (cm2)": 89.2,
+ "Ratio for Local Buckling, d/t": 72.5,
+ "Second Moment of Area, I (cm4)": 22700.0,
+ "Radius of Gyration, i (cm)": 15.9,
+ "Elastic Modulus, Wel (cm3)": 991.0,
+ "Plastic Modulus, Wpl (cm3)": 1280.0,
+ "Torsional Constant, IT (cm4)": 45300.0,
+ "Torsional Constant, Wt (cm3)": 1980.0,
+ "Surface Area Per Metre (m2)": 1.44,
+ "Surface Area Per Tonne (m2)": 20.6
+ },
+ "457.0x8.0": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 88.6,
+ "Area of Section, A (cm2)": 113.0,
+ "Ratio for Local Buckling, d/t": 57.1,
+ "Second Moment of Area, I (cm4)": 28400.0,
+ "Radius of Gyration, i (cm)": 15.9,
+ "Elastic Modulus, Wel (cm3)": 1240.0,
+ "Plastic Modulus, Wpl (cm3)": 1610.0,
+ "Torsional Constant, IT (cm4)": 56900.0,
+ "Torsional Constant, Wt (cm3)": 2490.0,
+ "Surface Area Per Metre (m2)": 1.44,
+ "Surface Area Per Tonne (m2)": 16.3
+ },
+ "457.0x10.0": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 110.0,
+ "Area of Section, A (cm2)": 140.0,
+ "Ratio for Local Buckling, d/t": 45.7,
+ "Second Moment of Area, I (cm4)": 35100.0,
+ "Radius of Gyration, i (cm)": 15.8,
+ "Elastic Modulus, Wel (cm3)": 1540.0,
+ "Plastic Modulus, Wpl (cm3)": 2000.0,
+ "Torsional Constant, IT (cm4)": 70200.0,
+ "Torsional Constant, Wt (cm3)": 3070.0,
+ "Surface Area Per Metre (m2)": 1.44,
+ "Surface Area Per Tonne (m2)": 13.1
+ },
+ "457.0x12.0": {
+ "Is Non-Standard": true,
+ "Mass Per Metre (kg/m)": 132.0,
+ "Area of Section, A (cm2)": 168.0,
+ "Ratio for Local Buckling, d/t": 38.1,
+ "Second Moment of Area, I (cm4)": 41600.0,
+ "Radius of Gyration, i (cm)": 15.7,
+ "Elastic Modulus, Wel (cm3)": 1820.0,
+ "Plastic Modulus, Wpl (cm3)": 2380.0,
+ "Torsional Constant, IT (cm4)": 83100.0,
+ "Torsional Constant, Wt (cm3)": 3640.0,
+ "Surface Area Per Metre (m2)": 1.44,
+ "Surface Area Per Tonne (m2)": 10.9
+ },
+ "457.0x12.5": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 137.0,
+ "Area of Section, A (cm2)": 175.0,
+ "Ratio for Local Buckling, d/t": 36.6,
+ "Second Moment of Area, I (cm4)": 43100.0,
+ "Radius of Gyration, i (cm)": 15.7,
+ "Elastic Modulus, Wel (cm3)": 1890.0,
+ "Plastic Modulus, Wpl (cm3)": 2470.0,
+ "Torsional Constant, IT (cm4)": 86300.0,
+ "Torsional Constant, Wt (cm3)": 3780.0,
+ "Surface Area Per Metre (m2)": 1.44,
+ "Surface Area Per Tonne (m2)": 10.5
+ },
+ "457.0x16.0": {
+ "Is Non-Standard": true,
+ "Mass Per Metre (kg/m)": 174.0,
+ "Area of Section, A (cm2)": 222.0,
+ "Ratio for Local Buckling, d/t": 28.6,
+ "Second Moment of Area, I (cm4)": 54000.0,
+ "Radius of Gyration, i (cm)": 15.6,
+ "Elastic Modulus, Wel (cm3)": 2360.0,
+ "Plastic Modulus, Wpl (cm3)": 3110.0,
+ "Torsional Constant, IT (cm4)": 108000.0,
+ "Torsional Constant, Wt (cm3)": 4720.0,
+ "Surface Area Per Metre (m2)": 1.44,
+ "Surface Area Per Tonne (m2)": 8.28
+ },
+ "508.0x6.0": {
+ "Is Non-Standard": true,
+ "Mass Per Metre (kg/m)": 74.3,
+ "Area of Section, A (cm2)": 94.6,
+ "Ratio for Local Buckling, d/t": 84.7,
+ "Second Moment of Area, I (cm4)": 29800.0,
+ "Radius of Gyration, i (cm)": 17.7,
+ "Elastic Modulus, Wel (cm3)": 1170.0,
+ "Plastic Modulus, Wpl (cm3)": 1510.0,
+ "Torsional Constant, IT (cm4)": 59600.0,
+ "Torsional Constant, Wt (cm3)": 2350.0,
+ "Surface Area Per Metre (m2)": 1.6,
+ "Surface Area Per Tonne (m2)": 21.5
+ },
+ "508.0x6.3": {
+ "Is Non-Standard": true,
+ "Mass Per Metre (kg/m)": 77.9,
+ "Area of Section, A (cm2)": 99.3,
+ "Ratio for Local Buckling, d/t": 80.6,
+ "Second Moment of Area, I (cm4)": 31200.0,
+ "Radius of Gyration, i (cm)": 17.7,
+ "Elastic Modulus, Wel (cm3)": 1230.0,
+ "Plastic Modulus, Wpl (cm3)": 1590.0,
+ "Torsional Constant, IT (cm4)": 62500.0,
+ "Torsional Constant, Wt (cm3)": 2460.0,
+ "Surface Area Per Metre (m2)": 1.6,
+ "Surface Area Per Tonne (m2)": 20.5
+ },
+ "508.0x8.0": {
+ "Is Non-Standard": true,
+ "Mass Per Metre (kg/m)": 98.6,
+ "Area of Section, A (cm2)": 126.0,
+ "Ratio for Local Buckling, d/t": 63.5,
+ "Second Moment of Area, I (cm4)": 39300.0,
+ "Radius of Gyration, i (cm)": 17.7,
+ "Elastic Modulus, Wel (cm3)": 1550.0,
+ "Plastic Modulus, Wpl (cm3)": 2000.0,
+ "Torsional Constant, IT (cm4)": 78600.0,
+ "Torsional Constant, Wt (cm3)": 3090.0,
+ "Surface Area Per Metre (m2)": 1.6,
+ "Surface Area Per Tonne (m2)": 16.2
+ },
+ "508.0x10.0": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 123.0,
+ "Area of Section, A (cm2)": 156.0,
+ "Ratio for Local Buckling, d/t": 50.8,
+ "Second Moment of Area, I (cm4)": 48500.0,
+ "Radius of Gyration, i (cm)": 17.6,
+ "Elastic Modulus, Wel (cm3)": 1910.0,
+ "Plastic Modulus, Wpl (cm3)": 2480.0,
+ "Torsional Constant, IT (cm4)": 97000.0,
+ "Torsional Constant, Wt (cm3)": 3820.0,
+ "Surface Area Per Metre (m2)": 1.6,
+ "Surface Area Per Tonne (m2)": 13.0
+ },
+ "508.0x12.0": {
+ "Is Non-Standard": true,
+ "Mass Per Metre (kg/m)": 147.0,
+ "Area of Section, A (cm2)": 187.0,
+ "Ratio for Local Buckling, d/t": 42.3,
+ "Second Moment of Area, I (cm4)": 57500.0,
+ "Radius of Gyration, i (cm)": 17.5,
+ "Elastic Modulus, Wel (cm3)": 2260.0,
+ "Plastic Modulus, Wpl (cm3)": 2950.0,
+ "Torsional Constant, IT (cm4)": 115000.0,
+ "Torsional Constant, Wt (cm3)": 4530.0,
+ "Surface Area Per Metre (m2)": 1.6,
+ "Surface Area Per Tonne (m2)": 10.9
+ },
+ "508.0x12.5": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 153.0,
+ "Area of Section, A (cm2)": 195.0,
+ "Ratio for Local Buckling, d/t": 40.6,
+ "Second Moment of Area, I (cm4)": 59800.0,
+ "Radius of Gyration, i (cm)": 17.5,
+ "Elastic Modulus, Wel (cm3)": 2350.0,
+ "Plastic Modulus, Wpl (cm3)": 3070.0,
+ "Torsional Constant, IT (cm4)": 120000.0,
+ "Torsional Constant, Wt (cm3)": 4700.0,
+ "Surface Area Per Metre (m2)": 1.6,
+ "Surface Area Per Tonne (m2)": 10.5
+ },
+ "508.0x16.0": {
+ "Is Non-Standard": true,
+ "Mass Per Metre (kg/m)": 194.0,
+ "Area of Section, A (cm2)": 247.0,
+ "Ratio for Local Buckling, d/t": 31.8,
+ "Second Moment of Area, I (cm4)": 74900.0,
+ "Radius of Gyration, i (cm)": 17.4,
+ "Elastic Modulus, Wel (cm3)": 2950.0,
+ "Plastic Modulus, Wpl (cm3)": 3870.0,
+ "Torsional Constant, IT (cm4)": 150000.0,
+ "Torsional Constant, Wt (cm3)": 5900.0,
+ "Surface Area Per Metre (m2)": 1.6,
+ "Surface Area Per Tonne (m2)": 8.25
+ }
+}
\ No newline at end of file
diff --git a/src/.d/bluebook/properties/cf-rhs.json b/src/.d/bluebook/properties/cf-rhs.json
new file mode 100644
index 0000000..00dae58
--- /dev/null
+++ b/src/.d/bluebook/properties/cf-rhs.json
@@ -0,0 +1,2605 @@
+{
+ "50x25x2.0": {
+ "Is Non-Standard": true,
+ "Mass Per Metre (kg/m)": 2.15,
+ "Area of Section, A (cm2)": 2.74,
+ "Ratio for Local Buckling, cw/t": 22.0,
+ "Ratio for Local Buckling, cf/t": 9.5,
+ "Second Moment of Area, Y-Y (cm4)": 8.38,
+ "Second Moment of Area, Z-Z (cm4)": 2.81,
+ "Radius of Gyration, Y-Y (cm)": 1.75,
+ "Radius of Gyration, Z-Z (cm)": 1.01,
+ "Elastic Modulus, Y-Y (cm3)": 3.35,
+ "Elastic Modulus, Z-Z (cm3)": 2.25,
+ "Plastic Modulus, Y-Y (cm3)": 4.26,
+ "Plastic Modulus, Z-Z (cm3)": 2.62,
+ "Torsional Constant, IT (cm4)": 7.06,
+ "Torsional Constant, Wt (cm3)": 3.92,
+ "Surface Area Per Metre (m2)": 0.143,
+ "Surface Area Per Tonne (m2)": 66.5
+ },
+ "50x25x2.5": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 2.62,
+ "Area of Section, A (cm2)": 3.34,
+ "Ratio for Local Buckling, cw/t": 17.0,
+ "Ratio for Local Buckling, cf/t": 7.0,
+ "Second Moment of Area, Y-Y (cm4)": 9.89,
+ "Second Moment of Area, Z-Z (cm4)": 3.28,
+ "Radius of Gyration, Y-Y (cm)": 1.72,
+ "Radius of Gyration, Z-Z (cm)": 0.99,
+ "Elastic Modulus, Y-Y (cm3)": 3.95,
+ "Elastic Modulus, Z-Z (cm3)": 2.62,
+ "Plastic Modulus, Y-Y (cm3)": 5.11,
+ "Plastic Modulus, Z-Z (cm3)": 3.12,
+ "Torsional Constant, IT (cm4)": 8.43,
+ "Torsional Constant, Wt (cm3)": 4.6,
+ "Surface Area Per Metre (m2)": 0.141,
+ "Surface Area Per Tonne (m2)": 53.8
+ },
+ "50x25x3.0": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 3.07,
+ "Area of Section, A (cm2)": 3.91,
+ "Ratio for Local Buckling, cw/t": 13.7,
+ "Ratio for Local Buckling, cf/t": 5.33,
+ "Second Moment of Area, Y-Y (cm4)": 11.2,
+ "Second Moment of Area, Z-Z (cm4)": 3.67,
+ "Radius of Gyration, Y-Y (cm)": 1.69,
+ "Radius of Gyration, Z-Z (cm)": 0.97,
+ "Elastic Modulus, Y-Y (cm3)": 4.47,
+ "Elastic Modulus, Z-Z (cm3)": 2.93,
+ "Plastic Modulus, Y-Y (cm3)": 5.86,
+ "Plastic Modulus, Z-Z (cm3)": 3.56,
+ "Torsional Constant, IT (cm4)": 9.64,
+ "Torsional Constant, Wt (cm3)": 5.18,
+ "Surface Area Per Metre (m2)": 0.14,
+ "Surface Area Per Tonne (m2)": 45.6
+ },
+ "50x30x2.0": {
+ "Is Non-Standard": true,
+ "Mass Per Metre (kg/m)": 2.31,
+ "Area of Section, A (cm2)": 2.94,
+ "Ratio for Local Buckling, cw/t": 22.0,
+ "Ratio for Local Buckling, cf/t": 12.0,
+ "Second Moment of Area, Y-Y (cm4)": 9.54,
+ "Second Moment of Area, Z-Z (cm4)": 4.29,
+ "Radius of Gyration, Y-Y (cm)": 1.8,
+ "Radius of Gyration, Z-Z (cm)": 1.21,
+ "Elastic Modulus, Y-Y (cm3)": 3.81,
+ "Elastic Modulus, Z-Z (cm3)": 2.86,
+ "Plastic Modulus, Y-Y (cm3)": 4.74,
+ "Plastic Modulus, Z-Z (cm3)": 3.33,
+ "Torsional Constant, IT (cm4)": 9.77,
+ "Torsional Constant, Wt (cm3)": 4.84,
+ "Surface Area Per Metre (m2)": 0.153,
+ "Surface Area Per Tonne (m2)": 66.2
+ },
+ "50x30x2.5": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 2.82,
+ "Area of Section, A (cm2)": 3.59,
+ "Ratio for Local Buckling, cw/t": 17.0,
+ "Ratio for Local Buckling, cf/t": 9.0,
+ "Second Moment of Area, Y-Y (cm4)": 11.3,
+ "Second Moment of Area, Z-Z (cm4)": 5.05,
+ "Radius of Gyration, Y-Y (cm)": 1.77,
+ "Radius of Gyration, Z-Z (cm)": 1.19,
+ "Elastic Modulus, Y-Y (cm3)": 4.52,
+ "Elastic Modulus, Z-Z (cm3)": 3.37,
+ "Plastic Modulus, Y-Y (cm3)": 5.7,
+ "Plastic Modulus, Z-Z (cm3)": 3.98,
+ "Torsional Constant, IT (cm4)": 11.7,
+ "Torsional Constant, Wt (cm3)": 5.72,
+ "Surface Area Per Metre (m2)": 0.151,
+ "Surface Area Per Tonne (m2)": 53.5
+ },
+ "50x30x3.0": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 3.3,
+ "Area of Section, A (cm2)": 4.21,
+ "Ratio for Local Buckling, cw/t": 13.7,
+ "Ratio for Local Buckling, cf/t": 7.0,
+ "Second Moment of Area, Y-Y (cm4)": 12.8,
+ "Second Moment of Area, Z-Z (cm4)": 5.7,
+ "Radius of Gyration, Y-Y (cm)": 1.75,
+ "Radius of Gyration, Z-Z (cm)": 1.16,
+ "Elastic Modulus, Y-Y (cm3)": 5.13,
+ "Elastic Modulus, Z-Z (cm3)": 3.8,
+ "Plastic Modulus, Y-Y (cm3)": 6.57,
+ "Plastic Modulus, Z-Z (cm3)": 4.58,
+ "Torsional Constant, IT (cm4)": 13.5,
+ "Torsional Constant, Wt (cm3)": 6.49,
+ "Surface Area Per Metre (m2)": 0.15,
+ "Surface Area Per Tonne (m2)": 45.5
+ },
+ "50x30x4.0": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 4.2,
+ "Area of Section, A (cm2)": 5.35,
+ "Ratio for Local Buckling, cw/t": 9.5,
+ "Ratio for Local Buckling, cf/t": 4.5,
+ "Second Moment of Area, Y-Y (cm4)": 15.3,
+ "Second Moment of Area, Z-Z (cm4)": 6.69,
+ "Radius of Gyration, Y-Y (cm)": 1.69,
+ "Radius of Gyration, Z-Z (cm)": 1.12,
+ "Elastic Modulus, Y-Y (cm3)": 6.1,
+ "Elastic Modulus, Z-Z (cm3)": 4.46,
+ "Plastic Modulus, Y-Y (cm3)": 8.05,
+ "Plastic Modulus, Z-Z (cm3)": 5.58,
+ "Torsional Constant, IT (cm4)": 16.5,
+ "Torsional Constant, Wt (cm3)": 7.71,
+ "Surface Area Per Metre (m2)": 0.146,
+ "Surface Area Per Tonne (m2)": 34.8
+ },
+ "60x40x2.5": {
+ "Is Non-Standard": true,
+ "Mass Per Metre (kg/m)": 3.6,
+ "Area of Section, A (cm2)": 4.59,
+ "Ratio for Local Buckling, cw/t": 21.0,
+ "Ratio for Local Buckling, cf/t": 13.0,
+ "Second Moment of Area, Y-Y (cm4)": 22.1,
+ "Second Moment of Area, Z-Z (cm4)": 11.7,
+ "Radius of Gyration, Y-Y (cm)": 2.19,
+ "Radius of Gyration, Z-Z (cm)": 1.6,
+ "Elastic Modulus, Y-Y (cm3)": 7.36,
+ "Elastic Modulus, Z-Z (cm3)": 5.87,
+ "Plastic Modulus, Y-Y (cm3)": 9.06,
+ "Plastic Modulus, Z-Z (cm3)": 6.84,
+ "Torsional Constant, IT (cm4)": 25.1,
+ "Torsional Constant, Wt (cm3)": 9.72,
+ "Surface Area Per Metre (m2)": 0.191,
+ "Surface Area Per Tonne (m2)": 53.1
+ },
+ "60x40x3.0": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 4.25,
+ "Area of Section, A (cm2)": 5.41,
+ "Ratio for Local Buckling, cw/t": 17.0,
+ "Ratio for Local Buckling, cf/t": 10.3,
+ "Second Moment of Area, Y-Y (cm4)": 25.4,
+ "Second Moment of Area, Z-Z (cm4)": 13.4,
+ "Radius of Gyration, Y-Y (cm)": 2.17,
+ "Radius of Gyration, Z-Z (cm)": 1.58,
+ "Elastic Modulus, Y-Y (cm3)": 8.46,
+ "Elastic Modulus, Z-Z (cm3)": 6.72,
+ "Plastic Modulus, Y-Y (cm3)": 10.5,
+ "Plastic Modulus, Z-Z (cm3)": 7.94,
+ "Torsional Constant, IT (cm4)": 29.3,
+ "Torsional Constant, Wt (cm3)": 11.2,
+ "Surface Area Per Metre (m2)": 0.19,
+ "Surface Area Per Tonne (m2)": 44.7
+ },
+ "60x40x4.0": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 5.45,
+ "Area of Section, A (cm2)": 6.95,
+ "Ratio for Local Buckling, cw/t": 12.0,
+ "Ratio for Local Buckling, cf/t": 7.0,
+ "Second Moment of Area, Y-Y (cm4)": 31.0,
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+ "Ratio for Local Buckling, cf/t": 22.0,
+ "Second Moment of Area, Y-Y (cm4)": 35700.0,
+ "Second Moment of Area, Z-Z (cm4)": 14500.0,
+ "Radius of Gyration, Y-Y (cm)": 16.4,
+ "Radius of Gyration, Z-Z (cm)": 10.4,
+ "Elastic Modulus, Y-Y (cm3)": 1590.0,
+ "Elastic Modulus, Z-Z (cm3)": 1160.0,
+ "Plastic Modulus, Y-Y (cm3)": 1950.0,
+ "Plastic Modulus, Z-Z (cm3)": 1300.0,
+ "Torsional Constant, IT (cm4)": 33500.0,
+ "Torsional Constant, Wt (cm3)": 1980.0,
+ "Surface Area Per Metre (m2)": 1.36,
+ "Surface Area Per Tonne (m2)": 13.1
+ },
+ "450x250x12.0": {
+ "Is Non-Standard": true,
+ "Mass Per Metre (kg/m)": 123.0,
+ "Area of Section, A (cm2)": 156.0,
+ "Ratio for Local Buckling, cw/t": 34.5,
+ "Ratio for Local Buckling, cf/t": 17.8,
+ "Second Moment of Area, Y-Y (cm4)": 41100.0,
+ "Second Moment of Area, Z-Z (cm4)": 16700.0,
+ "Radius of Gyration, Y-Y (cm)": 16.2,
+ "Radius of Gyration, Z-Z (cm)": 10.3,
+ "Elastic Modulus, Y-Y (cm3)": 1830.0,
+ "Elastic Modulus, Z-Z (cm3)": 1330.0,
+ "Plastic Modulus, Y-Y (cm3)": 2260.0,
+ "Plastic Modulus, Z-Z (cm3)": 1520.0,
+ "Torsional Constant, IT (cm4)": 39600.0,
+ "Torsional Constant, Wt (cm3)": 2310.0,
+ "Surface Area Per Metre (m2)": 1.34,
+ "Surface Area Per Tonne (m2)": 10.9
+ },
+ "450x250x12.5": {
+ "Is Non-Standard": true,
+ "Mass Per Metre (kg/m)": 127.0,
+ "Area of Section, A (cm2)": 162.0,
+ "Ratio for Local Buckling, cw/t": 33.0,
+ "Ratio for Local Buckling, cf/t": 17.0,
+ "Second Moment of Area, Y-Y (cm4)": 42500.0,
+ "Second Moment of Area, Z-Z (cm4)": 17200.0,
+ "Radius of Gyration, Y-Y (cm)": 16.2,
+ "Radius of Gyration, Z-Z (cm)": 10.3,
+ "Elastic Modulus, Y-Y (cm3)": 1890.0,
+ "Elastic Modulus, Z-Z (cm3)": 1380.0,
+ "Plastic Modulus, Y-Y (cm3)": 2350.0,
+ "Plastic Modulus, Z-Z (cm3)": 1570.0,
+ "Torsional Constant, IT (cm4)": 41100.0,
+ "Torsional Constant, Wt (cm3)": 2390.0,
+ "Surface Area Per Metre (m2)": 1.34,
+ "Surface Area Per Tonne (m2)": 10.6
+ },
+ "500x300x6.0": {
+ "Is Non-Standard": true,
+ "Mass Per Metre (kg/m)": 73.5,
+ "Area of Section, A (cm2)": 93.6,
+ "Ratio for Local Buckling, cw/t": 80.3,
+ "Ratio for Local Buckling, cf/t": 47.0,
+ "Second Moment of Area, Y-Y (cm4)": 33000.0,
+ "Second Moment of Area, Z-Z (cm4)": 15200.0,
+ "Radius of Gyration, Y-Y (cm)": 18.8,
+ "Radius of Gyration, Z-Z (cm)": 12.7,
+ "Elastic Modulus, Y-Y (cm3)": 1320.0,
+ "Elastic Modulus, Z-Z (cm3)": 1010.0,
+ "Plastic Modulus, Y-Y (cm3)": 1580.0,
+ "Plastic Modulus, Z-Z (cm3)": 1120.0,
+ "Torsional Constant, IT (cm4)": 32400.0,
+ "Torsional Constant, Wt (cm3)": 1690.0,
+ "Surface Area Per Metre (m2)": 1.58,
+ "Surface Area Per Tonne (m2)": 21.5
+ },
+ "500x300x6.3": {
+ "Is Non-Standard": true,
+ "Mass Per Metre (kg/m)": 76.8,
+ "Area of Section, A (cm2)": 97.8,
+ "Ratio for Local Buckling, cw/t": 76.4,
+ "Ratio for Local Buckling, cf/t": 44.6,
+ "Second Moment of Area, Y-Y (cm4)": 34300.0,
+ "Second Moment of Area, Z-Z (cm4)": 15800.0,
+ "Radius of Gyration, Y-Y (cm)": 18.7,
+ "Radius of Gyration, Z-Z (cm)": 12.7,
+ "Elastic Modulus, Y-Y (cm3)": 1370.0,
+ "Elastic Modulus, Z-Z (cm3)": 1050.0,
+ "Plastic Modulus, Y-Y (cm3)": 1650.0,
+ "Plastic Modulus, Z-Z (cm3)": 1160.0,
+ "Torsional Constant, IT (cm4)": 34100.0,
+ "Torsional Constant, Wt (cm3)": 1770.0,
+ "Surface Area Per Metre (m2)": 1.57,
+ "Surface Area Per Tonne (m2)": 20.4
+ },
+ "500x300x8.0": {
+ "Is Non-Standard": true,
+ "Mass Per Metre (kg/m)": 96.7,
+ "Area of Section, A (cm2)": 123.0,
+ "Ratio for Local Buckling, cw/t": 59.5,
+ "Ratio for Local Buckling, cf/t": 34.5,
+ "Second Moment of Area, Y-Y (cm4)": 42800.0,
+ "Second Moment of Area, Z-Z (cm4)": 19600.0,
+ "Radius of Gyration, Y-Y (cm)": 18.6,
+ "Radius of Gyration, Z-Z (cm)": 12.6,
+ "Elastic Modulus, Y-Y (cm3)": 1710.0,
+ "Elastic Modulus, Z-Z (cm3)": 1310.0,
+ "Plastic Modulus, Y-Y (cm3)": 2060.0,
+ "Plastic Modulus, Z-Z (cm3)": 1460.0,
+ "Torsional Constant, IT (cm4)": 42800.0,
+ "Torsional Constant, Wt (cm3)": 2200.0,
+ "Surface Area Per Metre (m2)": 1.57,
+ "Surface Area Per Tonne (m2)": 16.2
+ },
+ "500x300x10.0": {
+ "Is Non-Standard": true,
+ "Mass Per Metre (kg/m)": 120.0,
+ "Area of Section, A (cm2)": 153.0,
+ "Ratio for Local Buckling, cw/t": 47.0,
+ "Ratio for Local Buckling, cf/t": 27.0,
+ "Second Moment of Area, Y-Y (cm4)": 52300.0,
+ "Second Moment of Area, Z-Z (cm4)": 23900.0,
+ "Radius of Gyration, Y-Y (cm)": 18.5,
+ "Radius of Gyration, Z-Z (cm)": 12.5,
+ "Elastic Modulus, Y-Y (cm3)": 2090.0,
+ "Elastic Modulus, Z-Z (cm3)": 1600.0,
+ "Plastic Modulus, Y-Y (cm3)": 2540.0,
+ "Plastic Modulus, Z-Z (cm3)": 1790.0,
+ "Torsional Constant, IT (cm4)": 52700.0,
+ "Torsional Constant, Wt (cm3)": 2690.0,
+ "Surface Area Per Metre (m2)": 1.56,
+ "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/src/.d/bluebook/properties/cf-shs.json b/src/.d/bluebook/properties/cf-shs.json
new file mode 100644
index 0000000..56fedab
--- /dev/null
+++ b/src/.d/bluebook/properties/cf-shs.json
@@ -0,0 +1,1346 @@
+{
+ "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,
+ "Surface Area Per Tonne (m2)": 67.3
+ },
+ "30x30x2.5": {
+ "Is Non-Standard": true,
+ "Mass Per Metre (kg/m)": 2.03,
+ "Area of Section, A (cm2)": 2.59,
+ "Ratio for Local Buckling, c/t": 9.0,
+ "Second Moment of Area, I (cm4)": 3.16,
+ "Radius of Gyration, i (cm)": 1.1,
+ "Elastic Modulus, Wel (cm3)": 2.1,
+ "Plastic Modulus, Wpl (cm3)": 2.61,
+ "Torsional Constant, IT (cm4)": 5.4,
+ "Torsional Constant, Wt (cm3)": 3.2,
+ "Surface Area Per Metre (m2)": 0.111,
+ "Surface Area Per Tonne (m2)": 54.7
+ },
+ "30x30x3.0": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 2.36,
+ "Area of Section, A (cm2)": 3.01,
+ "Ratio for Local Buckling, c/t": 7.0,
+ "Second Moment of Area, I (cm4)": 3.5,
+ "Radius of Gyration, i (cm)": 1.08,
+ "Elastic Modulus, Wel (cm3)": 2.34,
+ "Plastic Modulus, Wpl (cm3)": 2.96,
+ "Torsional Constant, IT (cm4)": 6.15,
+ "Torsional Constant, Wt (cm3)": 3.58,
+ "Surface Area Per Metre (m2)": 0.11,
+ "Surface Area Per Tonne (m2)": 46.6
+ },
+ "40x40x2.0": {
+ "Is Non-Standard": true,
+ "Mass Per Metre (kg/m)": 2.31,
+ "Area of Section, A (cm2)": 2.94,
+ "Ratio for Local Buckling, c/t": 17.0,
+ "Second Moment of Area, I (cm4)": 6.94,
+ "Radius of Gyration, i (cm)": 1.54,
+ "Elastic Modulus, Wel (cm3)": 3.47,
+ "Plastic Modulus, Wpl (cm3)": 4.13,
+ "Torsional Constant, IT (cm4)": 11.3,
+ "Torsional Constant, Wt (cm3)": 5.23,
+ "Surface Area Per Metre (m2)": 0.153,
+ "Surface Area Per Tonne (m2)": 66.2
+ },
+ "40x40x2.5": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 2.82,
+ "Area of Section, A (cm2)": 3.59,
+ "Ratio for Local Buckling, c/t": 13.0,
+ "Second Moment of Area, I (cm4)": 8.22,
+ "Radius of Gyration, i (cm)": 1.51,
+ "Elastic Modulus, Wel (cm3)": 4.11,
+ "Plastic Modulus, Wpl (cm3)": 4.97,
+ "Torsional Constant, IT (cm4)": 13.6,
+ "Torsional Constant, Wt (cm3)": 6.21,
+ "Surface Area Per Metre (m2)": 0.151,
+ "Surface Area Per Tonne (m2)": 53.5
+ },
+ "40x40x3.0": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 3.3,
+ "Area of Section, A (cm2)": 4.21,
+ "Ratio for Local Buckling, c/t": 10.3,
+ "Second Moment of Area, I (cm4)": 9.32,
+ "Radius of Gyration, i (cm)": 1.49,
+ "Elastic Modulus, Wel (cm3)": 4.66,
+ "Plastic Modulus, Wpl (cm3)": 5.72,
+ "Torsional Constant, IT (cm4)": 15.8,
+ "Torsional Constant, Wt (cm3)": 7.07,
+ "Surface Area Per Metre (m2)": 0.15,
+ "Surface Area Per Tonne (m2)": 45.5
+ },
+ "40x40x4.0": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 4.2,
+ "Area of Section, A (cm2)": 5.35,
+ "Ratio for Local Buckling, c/t": 7.0,
+ "Second Moment of Area, I (cm4)": 11.1,
+ "Radius of Gyration, i (cm)": 1.44,
+ "Elastic Modulus, Wel (cm3)": 5.54,
+ "Plastic Modulus, Wpl (cm3)": 7.01,
+ "Torsional Constant, IT (cm4)": 19.4,
+ "Torsional Constant, Wt (cm3)": 8.48,
+ "Surface Area Per Metre (m2)": 0.146,
+ "Surface Area Per Tonne (m2)": 34.8
+ },
+ "50x50x2.5": {
+ "Is Non-Standard": true,
+ "Mass Per Metre (kg/m)": 3.6,
+ "Area of Section, A (cm2)": 4.59,
+ "Ratio for Local Buckling, c/t": 17.0,
+ "Second Moment of Area, I (cm4)": 16.9,
+ "Radius of Gyration, i (cm)": 1.92,
+ "Elastic Modulus, Wel (cm3)": 6.78,
+ "Plastic Modulus, Wpl (cm3)": 8.07,
+ "Torsional Constant, IT (cm4)": 27.5,
+ "Torsional Constant, Wt (cm3)": 10.2,
+ "Surface Area Per Metre (m2)": 0.191,
+ "Surface Area Per Tonne (m2)": 53.1
+ },
+ "50x50x3.0": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 4.25,
+ "Area of Section, A (cm2)": 5.41,
+ "Ratio for Local Buckling, c/t": 13.7,
+ "Second Moment of Area, I (cm4)": 19.5,
+ "Radius of Gyration, i (cm)": 1.9,
+ "Elastic Modulus, Wel (cm3)": 7.79,
+ "Plastic Modulus, Wpl (cm3)": 9.39,
+ "Torsional Constant, IT (cm4)": 32.1,
+ "Torsional Constant, Wt (cm3)": 11.8,
+ "Surface Area Per Metre (m2)": 0.19,
+ "Surface Area Per Tonne (m2)": 44.7
+ },
+ "50x50x4.0": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 5.45,
+ "Area of Section, A (cm2)": 6.95,
+ "Ratio for Local Buckling, c/t": 9.5,
+ "Second Moment of Area, I (cm4)": 23.7,
+ "Radius of Gyration, i (cm)": 1.85,
+ "Elastic Modulus, Wel (cm3)": 9.49,
+ "Plastic Modulus, Wpl (cm3)": 11.7,
+ "Torsional Constant, IT (cm4)": 40.4,
+ "Torsional Constant, Wt (cm3)": 14.4,
+ "Surface Area Per Metre (m2)": 0.186,
+ "Surface Area Per Tonne (m2)": 34.1
+ },
+ "50x50x5.0": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 6.56,
+ "Area of Section, A (cm2)": 8.36,
+ "Ratio for Local Buckling, c/t": 7.0,
+ "Second Moment of Area, I (cm4)": 27.0,
+ "Radius of Gyration, i (cm)": 1.8,
+ "Elastic Modulus, Wel (cm3)": 10.8,
+ "Plastic Modulus, Wpl (cm3)": 13.7,
+ "Torsional Constant, IT (cm4)": 47.5,
+ "Torsional Constant, Wt (cm3)": 16.6,
+ "Surface Area Per Metre (m2)": 0.183,
+ "Surface Area Per Tonne (m2)": 27.9
+ },
+ "60x60x3.0": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 5.19,
+ "Area of Section, A (cm2)": 6.61,
+ "Ratio for Local Buckling, c/t": 17.0,
+ "Second Moment of Area, I (cm4)": 35.1,
+ "Radius of Gyration, i (cm)": 2.31,
+ "Elastic Modulus, Wel (cm3)": 11.7,
+ "Plastic Modulus, Wpl (cm3)": 14.0,
+ "Torsional Constant, IT (cm4)": 57.1,
+ "Torsional Constant, Wt (cm3)": 17.7,
+ "Surface Area Per Metre (m2)": 0.23,
+ "Surface Area Per Tonne (m2)": 44.3
+ },
+ "60x60x4.0": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 6.71,
+ "Area of Section, A (cm2)": 8.55,
+ "Ratio for Local Buckling, c/t": 12.0,
+ "Second Moment of Area, I (cm4)": 43.6,
+ "Radius of Gyration, i (cm)": 2.26,
+ "Elastic Modulus, Wel (cm3)": 14.5,
+ "Plastic Modulus, Wpl (cm3)": 17.6,
+ "Torsional Constant, IT (cm4)": 72.6,
+ "Torsional Constant, Wt (cm3)": 22.0,
+ "Surface Area Per Metre (m2)": 0.226,
+ "Surface Area Per Tonne (m2)": 33.7
+ },
+ "60x60x5.0": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 8.13,
+ "Area of Section, A (cm2)": 10.4,
+ "Ratio for Local Buckling, c/t": 9.0,
+ "Second Moment of Area, I (cm4)": 50.5,
+ "Radius of Gyration, i (cm)": 2.21,
+ "Elastic Modulus, Wel (cm3)": 16.8,
+ "Plastic Modulus, Wpl (cm3)": 20.9,
+ "Torsional Constant, IT (cm4)": 86.4,
+ "Torsional Constant, Wt (cm3)": 25.6,
+ "Surface Area Per Metre (m2)": 0.223,
+ "Surface Area Per Tonne (m2)": 27.4
+ },
+ "60x60x6.0": {
+ "Is Non-Standard": true,
+ "Mass Per Metre (kg/m)": 9.45,
+ "Area of Section, A (cm2)": 12.0,
+ "Ratio for Local Buckling, c/t": 7.0,
+ "Second Moment of Area, I (cm4)": 56.1,
+ "Radius of Gyration, i (cm)": 2.16,
+ "Elastic Modulus, Wel (cm3)": 18.7,
+ "Plastic Modulus, Wpl (cm3)": 23.7,
+ "Torsional Constant, IT (cm4)": 98.4,
+ "Torsional Constant, Wt (cm3)": 28.6,
+ "Surface Area Per Metre (m2)": 0.219,
+ "Surface Area Per Tonne (m2)": 23.2
+ },
+ "70x70x3.0": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 6.13,
+ "Area of Section, A (cm2)": 7.81,
+ "Ratio for Local Buckling, c/t": 20.3,
+ "Second Moment of Area, I (cm4)": 57.5,
+ "Radius of Gyration, i (cm)": 2.71,
+ "Elastic Modulus, Wel (cm3)": 16.4,
+ "Plastic Modulus, Wpl (cm3)": 19.4,
+ "Torsional Constant, IT (cm4)": 92.4,
+ "Torsional Constant, Wt (cm3)": 24.7,
+ "Surface Area Per Metre (m2)": 0.27,
+ "Surface Area Per Tonne (m2)": 44.0
+ },
+ "70x70x3.5": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 7.06,
+ "Area of Section, A (cm2)": 8.99,
+ "Ratio for Local Buckling, c/t": 17.0,
+ "Second Moment of Area, I (cm4)": 65.1,
+ "Radius of Gyration, i (cm)": 2.69,
+ "Elastic Modulus, Wel (cm3)": 18.6,
+ "Plastic Modulus, Wpl (cm3)": 22.2,
+ "Torsional Constant, IT (cm4)": 106.0,
+ "Torsional Constant, Wt (cm3)": 28.0,
+ "Surface Area Per Metre (m2)": 0.268,
+ "Surface Area Per Tonne (m2)": 38.0
+ },
+ "70x70x4.0": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 7.97,
+ "Area of Section, A (cm2)": 10.1,
+ "Ratio for Local Buckling, c/t": 14.5,
+ "Second Moment of Area, I (cm4)": 72.1,
+ "Radius of Gyration, i (cm)": 2.67,
+ "Elastic Modulus, Wel (cm3)": 20.6,
+ "Plastic Modulus, Wpl (cm3)": 24.8,
+ "Torsional Constant, IT (cm4)": 119.0,
+ "Torsional Constant, Wt (cm3)": 31.1,
+ "Surface Area Per Metre (m2)": 0.266,
+ "Surface Area Per Tonne (m2)": 33.4
+ },
+ "70x70x5.0": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 9.7,
+ "Area of Section, A (cm2)": 12.4,
+ "Ratio for Local Buckling, c/t": 11.0,
+ "Second Moment of Area, I (cm4)": 84.6,
+ "Radius of Gyration, i (cm)": 2.62,
+ "Elastic Modulus, Wel (cm3)": 24.2,
+ "Plastic Modulus, Wpl (cm3)": 29.6,
+ "Torsional Constant, IT (cm4)": 142.0,
+ "Torsional Constant, Wt (cm3)": 36.7,
+ "Surface Area Per Metre (m2)": 0.263,
+ "Surface Area Per Tonne (m2)": 27.1
+ },
+ "70x70x6.0": {
+ "Is Non-Standard": true,
+ "Mass Per Metre (kg/m)": 11.3,
+ "Area of Section, A (cm2)": 14.4,
+ "Ratio for Local Buckling, c/t": 8.67,
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+ },
+ "400x400x6.3": {
+ "Is Non-Standard": true,
+ "Mass Per Metre (kg/m)": 76.8,
+ "Area of Section, A (cm2)": 97.8,
+ "Ratio for Local Buckling, c/t": 60.5,
+ "Second Moment of Area, I (cm4)": 25100.0,
+ "Radius of Gyration, i (cm)": 16.0,
+ "Elastic Modulus, Wel (cm3)": 1260.0,
+ "Plastic Modulus, Wpl (cm3)": 1440.0,
+ "Torsional Constant, IT (cm4)": 38900.0,
+ "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,
+ "Surface Area Per Metre (m2)": 1.56,
+ "Surface Area Per Tonne (m2)": 13.0
+ },
+ "400x400x12.0": {
+ "Is Non-Standard": true,
+ "Mass Per Metre (kg/m)": 141.0,
+ "Area of Section, A (cm2)": 180.0,
+ "Ratio for Local Buckling, c/t": 30.3,
+ "Second Moment of Area, I (cm4)": 44300.0,
+ "Radius of Gyration, i (cm)": 15.7,
+ "Elastic Modulus, Wel (cm3)": 2220.0,
+ "Plastic Modulus, Wpl (cm3)": 2590.0,
+ "Torsional Constant, IT (cm4)": 71800.0,
+ "Torsional Constant, Wt (cm3)": 3400.0,
+ "Surface Area Per Metre (m2)": 1.54,
+ "Surface Area Per Tonne (m2)": 10.9
+ },
+ "400x400x12.5": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 147.0,
+ "Area of Section, A (cm2)": 187.0,
+ "Ratio for Local Buckling, c/t": 29.0,
+ "Second Moment of Area, I (cm4)": 45900.0,
+ "Radius of Gyration, i (cm)": 15.7,
+ "Elastic Modulus, Wel (cm3)": 2290.0,
+ "Plastic Modulus, Wpl (cm3)": 2680.0,
+ "Torsional Constant, IT (cm4)": 74600.0,
+ "Torsional Constant, Wt (cm3)": 3520.0,
+ "Surface Area Per Metre (m2)": 1.54,
+ "Surface Area Per Tonne (m2)": 10.5
+ }
+}
\ No newline at end of file
diff --git 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 Centroid, c (cm)": 5.68,
+ "Second Moment of Area, Y-Y & Z-Z (cm4)": 2850.0,
+ "Second Moment of Area, U-U (cm4)": 4530.0,
+ "Second Moment of Area, V-V (cm4)": 1170.0,
+ "Radius of Gyration, Y-Y & Z-Z (cm)": 6.11,
+ "Radius of Gyration, U-U (cm)": 7.7,
+ "Radius of Gyration, V-V (cm)": 3.92,
+ "Elastic Modulus, Y-Y & Z-Z (cm3)": 199.0,
+ "Torsional Constant, IT (cm4)": 107.0,
+ "Equivalent Slenderness Coefficient, \u03d5a": 3.05,
+ "Area of Section, A (cm2)": 76.3
+ },
+ "200x200x18.0": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 54.3,
+ "Root Radius, r1 (mm)": 18.0,
+ "Toe Radius, r2 (mm)": 9.0,
+ "Distance to Centroid, c (cm)": 5.6,
+ "Second Moment of Area, Y-Y & Z-Z (cm4)": 2600.0,
+ "Second Moment of Area, U-U (cm4)": 4150.0,
+ "Second Moment of Area, V-V (cm4)": 1050.0,
+ "Radius of Gyration, Y-Y & Z-Z (cm)": 6.13,
+ "Radius of Gyration, U-U (cm)": 7.75,
+ "Radius of Gyration, V-V (cm)": 3.9,
+ "Elastic Modulus, Y-Y & Z-Z (cm3)": 181.0,
+ "Torsional Constant, IT (cm4)": 78.9,
+ "Equivalent Slenderness Coefficient, \u03d5a": 3.43,
+ "Area of Section, A (cm2)": 69.1
+ },
+ "200x200x16.0": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 48.5,
+ "Root Radius, r1 (mm)": 18.0,
+ "Toe Radius, r2 (mm)": 9.0,
+ "Distance to Centroid, c (cm)": 5.52,
+ "Second Moment of Area, Y-Y & Z-Z (cm4)": 2340.0,
+ "Second Moment of Area, U-U (cm4)": 3720.0,
+ "Second Moment of Area, V-V (cm4)": 960.0,
+ "Radius of Gyration, Y-Y & Z-Z (cm)": 6.16,
+ "Radius of Gyration, U-U (cm)": 7.76,
+ "Radius of Gyration, V-V (cm)": 3.94,
+ "Elastic Modulus, Y-Y & Z-Z (cm3)": 162.0,
+ "Torsional Constant, IT (cm4)": 56.1,
+ "Equivalent Slenderness Coefficient, \u03d5a": 3.85,
+ "Area of Section, A (cm2)": 61.8
+ },
+ "150x150x18.0": {
+ "Is Non-Standard": true,
+ "Mass Per Metre (kg/m)": 40.1,
+ "Root Radius, r1 (mm)": 16.0,
+ "Toe Radius, r2 (mm)": 8.0,
+ "Distance to Centroid, c (cm)": 4.38,
+ "Second Moment of Area, Y-Y & Z-Z (cm4)": 1060.0,
+ "Second Moment of Area, U-U (cm4)": 1680.0,
+ "Second Moment of Area, V-V (cm4)": 440.0,
+ "Radius of Gyration, Y-Y & Z-Z (cm)": 4.55,
+ "Radius of Gyration, U-U (cm)": 5.73,
+ "Radius of Gyration, V-V (cm)": 2.93,
+ "Elastic Modulus, Y-Y & Z-Z (cm3)": 99.8,
+ "Torsional Constant, IT (cm4)": 58.6,
+ "Equivalent Slenderness Coefficient, \u03d5a": 2.48,
+ "Area of Section, A (cm2)": 51.2
+ },
+ "150x150x15.0": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 33.8,
+ "Root Radius, r1 (mm)": 16.0,
+ "Toe Radius, r2 (mm)": 8.0,
+ "Distance to Centroid, c (cm)": 4.25,
+ "Second Moment of Area, Y-Y & Z-Z (cm4)": 898.0,
+ "Second Moment of Area, U-U (cm4)": 1430.0,
+ "Second Moment of Area, V-V (cm4)": 370.0,
+ "Radius of Gyration, Y-Y & Z-Z (cm)": 4.57,
+ "Radius of Gyration, U-U (cm)": 5.76,
+ "Radius of Gyration, V-V (cm)": 2.93,
+ "Elastic Modulus, Y-Y & Z-Z (cm3)": 83.5,
+ "Torsional Constant, IT (cm4)": 34.6,
+ "Equivalent Slenderness Coefficient, \u03d5a": 3.01,
+ "Area of Section, A (cm2)": 43.0
+ },
+ "150x150x12.0": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 27.3,
+ "Root Radius, r1 (mm)": 16.0,
+ "Toe Radius, r2 (mm)": 8.0,
+ "Distance to Centroid, c (cm)": 4.12,
+ "Second Moment of Area, Y-Y & Z-Z (cm4)": 737.0,
+ "Second Moment of Area, U-U (cm4)": 1170.0,
+ "Second Moment of Area, V-V (cm4)": 303.0,
+ "Radius of Gyration, Y-Y & Z-Z (cm)": 4.6,
+ "Radius of Gyration, U-U (cm)": 5.8,
+ "Radius of Gyration, V-V (cm)": 2.95,
+ "Elastic Modulus, Y-Y & Z-Z (cm3)": 67.7,
+ "Torsional Constant, IT (cm4)": 18.2,
+ "Equivalent Slenderness Coefficient, \u03d5a": 3.77,
+ "Area of Section, A (cm2)": 34.8
+ },
+ "150x150x10.0": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 23.0,
+ "Root Radius, r1 (mm)": 16.0,
+ "Toe Radius, r2 (mm)": 8.0,
+ "Distance to Centroid, c (cm)": 4.03,
+ "Second Moment of Area, Y-Y & Z-Z (cm4)": 624.0,
+ "Second Moment of Area, U-U (cm4)": 990.0,
+ "Second Moment of Area, V-V (cm4)": 258.0,
+ "Radius of Gyration, Y-Y & Z-Z (cm)": 4.62,
+ "Radius of Gyration, U-U (cm)": 5.82,
+ "Radius of Gyration, V-V (cm)": 2.97,
+ "Elastic Modulus, Y-Y & Z-Z (cm3)": 56.9,
+ "Torsional Constant, IT (cm4)": 10.8,
+ "Equivalent Slenderness Coefficient, \u03d5a": 4.51,
+ "Area of Section, A (cm2)": 29.3
+ },
+ "120x120x15.0": {
+ "Is Non-Standard": true,
+ "Mass Per Metre (kg/m)": 26.6,
+ "Root Radius, r1 (mm)": 13.0,
+ "Toe Radius, r2 (mm)": 6.5,
+ "Distance to Centroid, c (cm)": 3.52,
+ "Second Moment of Area, Y-Y & Z-Z (cm4)": 448.0,
+ "Second Moment of Area, U-U (cm4)": 710.0,
+ "Second Moment of Area, V-V (cm4)": 186.0,
+ "Radius of Gyration, Y-Y & Z-Z (cm)": 3.63,
+ "Radius of Gyration, U-U (cm)": 4.57,
+ "Radius of Gyration, V-V (cm)": 2.34,
+ "Elastic Modulus, Y-Y & Z-Z (cm3)": 52.8,
+ "Torsional Constant, IT (cm4)": 27.0,
+ "Equivalent Slenderness Coefficient, \u03d5a": 2.37,
+ "Area of Section, A (cm2)": 34.0
+ },
+ "120x120x12.0": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 21.6,
+ "Root Radius, r1 (mm)": 13.0,
+ "Toe Radius, r2 (mm)": 6.5,
+ "Distance to Centroid, c (cm)": 3.4,
+ "Second Moment of Area, Y-Y & Z-Z (cm4)": 368.0,
+ "Second Moment of Area, U-U (cm4)": 584.0,
+ "Second Moment of Area, V-V (cm4)": 152.0,
+ "Radius of Gyration, Y-Y & Z-Z (cm)": 3.65,
+ "Radius of Gyration, U-U (cm)": 4.6,
+ "Radius of Gyration, V-V (cm)": 2.35,
+ "Elastic Modulus, Y-Y & Z-Z (cm3)": 42.7,
+ "Torsional Constant, IT (cm4)": 14.2,
+ "Equivalent Slenderness Coefficient, \u03d5a": 2.99,
+ "Area of Section, A (cm2)": 27.5
+ },
+ "120x120x10.0": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 18.2,
+ "Root Radius, r1 (mm)": 13.0,
+ "Toe Radius, r2 (mm)": 6.5,
+ "Distance to Centroid, c (cm)": 3.31,
+ "Second Moment of Area, Y-Y & Z-Z (cm4)": 313.0,
+ "Second Moment of Area, U-U (cm4)": 497.0,
+ "Second Moment of Area, V-V (cm4)": 129.0,
+ "Radius of Gyration, Y-Y & Z-Z (cm)": 3.67,
+ "Radius of Gyration, U-U (cm)": 4.63,
+ "Radius of Gyration, V-V (cm)": 2.36,
+ "Elastic Modulus, Y-Y & Z-Z (cm3)": 36.0,
+ "Torsional Constant, IT (cm4)": 8.41,
+ "Equivalent Slenderness Coefficient, \u03d5a": 3.61,
+ "Area of Section, A (cm2)": 23.2
+ },
+ "120x120x8.0": {
+ "Is Non-Standard": true,
+ "Mass Per Metre (kg/m)": 14.7,
+ "Root Radius, r1 (mm)": 13.0,
+ "Toe Radius, r2 (mm)": 6.5,
+ "Distance to Centroid, c (cm)": 3.24,
+ "Second Moment of Area, Y-Y & Z-Z (cm4)": 259.0,
+ "Second Moment of Area, U-U (cm4)": 411.0,
+ "Second Moment of Area, V-V (cm4)": 107.0,
+ "Radius of Gyration, Y-Y & Z-Z (cm)": 3.71,
+ "Radius of Gyration, U-U (cm)": 4.67,
+ "Radius of Gyration, V-V (cm)": 2.38,
+ "Elastic Modulus, Y-Y & Z-Z (cm3)": 29.5,
+ "Torsional Constant, IT (cm4)": 4.44,
+ "Equivalent Slenderness Coefficient, \u03d5a": 4.56,
+ "Area of Section, A (cm2)": 18.8
+ },
+ "100x100x15.0": {
+ "Is Non-Standard": true,
+ "Mass Per Metre (kg/m)": 21.9,
+ "Root Radius, r1 (mm)": 12.0,
+ "Toe Radius, r2 (mm)": 6.0,
+ "Distance to Centroid, c (cm)": 3.02,
+ "Second Moment of Area, Y-Y & Z-Z (cm4)": 250.0,
+ "Second Moment of Area, U-U (cm4)": 395.0,
+ "Second Moment of Area, V-V (cm4)": 105.0,
+ "Radius of Gyration, Y-Y & Z-Z (cm)": 2.99,
+ "Radius of Gyration, U-U (cm)": 3.76,
+ "Radius of Gyration, V-V (cm)": 1.94,
+ "Elastic Modulus, Y-Y & Z-Z (cm3)": 35.8,
+ "Torsional Constant, IT (cm4)": 22.3,
+ "Equivalent Slenderness Coefficient, \u03d5a": 1.92,
+ "Area of Section, A (cm2)": 28.0
+ },
+ "100x100x12.0": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 17.8,
+ "Root Radius, r1 (mm)": 12.0,
+ "Toe Radius, r2 (mm)": 6.0,
+ "Distance to Centroid, c (cm)": 2.9,
+ "Second Moment of Area, Y-Y & Z-Z (cm4)": 207.0,
+ "Second Moment of Area, U-U (cm4)": 328.0,
+ "Second Moment of Area, V-V (cm4)": 85.7,
+ "Radius of Gyration, Y-Y & Z-Z (cm)": 3.02,
+ "Radius of Gyration, U-U (cm)": 3.8,
+ "Radius of Gyration, V-V (cm)": 1.94,
+ "Elastic Modulus, Y-Y & Z-Z (cm3)": 29.1,
+ "Torsional Constant, IT (cm4)": 11.8,
+ "Equivalent Slenderness Coefficient, \u03d5a": 2.44,
+ "Area of Section, A (cm2)": 22.7
+ },
+ "100x100x10.0": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 15.0,
+ "Root Radius, r1 (mm)": 12.0,
+ "Toe Radius, r2 (mm)": 6.0,
+ "Distance to Centroid, c (cm)": 2.82,
+ "Second Moment of Area, Y-Y & Z-Z (cm4)": 177.0,
+ "Second Moment of Area, U-U (cm4)": 280.0,
+ "Second Moment of Area, V-V (cm4)": 73.0,
+ "Radius of Gyration, Y-Y & Z-Z (cm)": 3.04,
+ "Radius of Gyration, U-U (cm)": 3.83,
+ "Radius of Gyration, V-V (cm)": 1.95,
+ "Elastic Modulus, Y-Y & Z-Z (cm3)": 24.6,
+ "Torsional Constant, IT (cm4)": 6.97,
+ "Equivalent Slenderness Coefficient, \u03d5a": 2.94,
+ "Area of Section, A (cm2)": 19.2
+ },
+ "100x100x8.0": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 12.2,
+ "Root Radius, r1 (mm)": 12.0,
+ "Toe Radius, r2 (mm)": 6.0,
+ "Distance to Centroid, c (cm)": 2.74,
+ "Second Moment of Area, Y-Y & Z-Z (cm4)": 145.0,
+ "Second Moment of Area, U-U (cm4)": 230.0,
+ "Second Moment of Area, V-V (cm4)": 59.9,
+ "Radius of Gyration, Y-Y & Z-Z (cm)": 3.06,
+ "Radius of Gyration, U-U (cm)": 3.85,
+ "Radius of Gyration, V-V (cm)": 1.96,
+ "Elastic Modulus, Y-Y & Z-Z (cm3)": 19.9,
+ "Torsional Constant, IT (cm4)": 3.68,
+ "Equivalent Slenderness Coefficient, \u03d5a": 3.7,
+ "Area of Section, A (cm2)": 15.5
+ },
+ "90x90x12.0": {
+ "Is Non-Standard": true,
+ "Mass Per Metre (kg/m)": 15.9,
+ "Root Radius, r1 (mm)": 11.0,
+ "Toe Radius, r2 (mm)": 5.5,
+ "Distance to Centroid, c (cm)": 2.66,
+ "Second Moment of Area, Y-Y & Z-Z (cm4)": 149.0,
+ "Second Moment of Area, U-U (cm4)": 235.0,
+ "Second Moment of Area, V-V (cm4)": 62.0,
+ "Radius of Gyration, Y-Y & Z-Z (cm)": 2.71,
+ "Radius of Gyration, U-U (cm)": 3.4,
+ "Radius of Gyration, V-V (cm)": 1.75,
+ "Elastic Modulus, Y-Y & Z-Z (cm3)": 23.5,
+ "Torsional Constant, IT (cm4)": 10.5,
+ "Equivalent Slenderness Coefficient, \u03d5a": 2.17,
+ "Area of Section, A (cm2)": 20.3
+ },
+ "90x90x10.0": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 13.4,
+ "Root Radius, r1 (mm)": 11.0,
+ "Toe Radius, r2 (mm)": 5.5,
+ "Distance to Centroid, c (cm)": 2.58,
+ "Second Moment of Area, Y-Y & Z-Z (cm4)": 127.0,
+ "Second Moment of Area, U-U (cm4)": 201.0,
+ "Second Moment of Area, V-V (cm4)": 52.6,
+ "Radius of Gyration, Y-Y & Z-Z (cm)": 2.72,
+ "Radius of Gyration, U-U (cm)": 3.42,
+ "Radius of Gyration, V-V (cm)": 1.75,
+ "Elastic Modulus, Y-Y & Z-Z (cm3)": 19.8,
+ "Torsional Constant, IT (cm4)": 6.2,
+ "Equivalent Slenderness Coefficient, \u03d5a": 2.64,
+ "Area of Section, A (cm2)": 17.1
+ },
+ "90x90x8.0": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 10.9,
+ "Root Radius, r1 (mm)": 11.0,
+ "Toe Radius, r2 (mm)": 5.5,
+ "Distance to Centroid, c (cm)": 2.5,
+ "Second Moment of Area, Y-Y & Z-Z (cm4)": 104.0,
+ "Second Moment of Area, U-U (cm4)": 166.0,
+ "Second Moment of Area, V-V (cm4)": 43.1,
+ "Radius of Gyration, Y-Y & Z-Z (cm)": 2.74,
+ "Radius of Gyration, U-U (cm)": 3.45,
+ "Radius of Gyration, V-V (cm)": 1.76,
+ "Elastic Modulus, Y-Y & Z-Z (cm3)": 16.1,
+ "Torsional Constant, IT (cm4)": 3.28,
+ "Equivalent Slenderness Coefficient, \u03d5a": 3.33,
+ "Area of Section, A (cm2)": 13.9
+ },
+ "90x90x7.0": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 9.61,
+ "Root Radius, r1 (mm)": 11.0,
+ "Toe Radius, r2 (mm)": 5.5,
+ "Distance to Centroid, c (cm)": 2.45,
+ "Second Moment of Area, Y-Y & Z-Z (cm4)": 92.6,
+ "Second Moment of Area, U-U (cm4)": 147.0,
+ "Second Moment of Area, V-V (cm4)": 38.3,
+ "Radius of Gyration, Y-Y & Z-Z (cm)": 2.75,
+ "Radius of Gyration, U-U (cm)": 3.46,
+ "Radius of Gyration, V-V (cm)": 1.77,
+ "Elastic Modulus, Y-Y & Z-Z (cm3)": 14.1,
+ "Torsional Constant, IT (cm4)": 2.24,
+ "Equivalent Slenderness Coefficient, \u03d5a": 3.8,
+ "Area of Section, A (cm2)": 12.2
+ },
+ "80x80x10.0": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 11.9,
+ "Root Radius, r1 (mm)": 10.0,
+ "Toe Radius, r2 (mm)": 5.0,
+ "Distance to Centroid, c (cm)": 2.34,
+ "Second Moment of Area, Y-Y & Z-Z (cm4)": 87.5,
+ "Second Moment of Area, U-U (cm4)": 139.0,
+ "Second Moment of Area, V-V (cm4)": 36.4,
+ "Radius of Gyration, Y-Y & Z-Z (cm)": 2.41,
+ "Radius of Gyration, U-U (cm)": 3.03,
+ "Radius of Gyration, V-V (cm)": 1.55,
+ "Elastic Modulus, Y-Y & Z-Z (cm3)": 15.4,
+ "Torsional Constant, IT (cm4)": 5.45,
+ "Equivalent Slenderness Coefficient, \u03d5a": 2.33,
+ "Area of Section, A (cm2)": 15.1
+ },
+ "80x80x8.0": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 9.63,
+ "Root Radius, r1 (mm)": 10.0,
+ "Toe Radius, r2 (mm)": 5.0,
+ "Distance to Centroid, c (cm)": 2.26,
+ "Second Moment of Area, Y-Y & Z-Z (cm4)": 72.2,
+ "Second Moment of Area, U-U (cm4)": 115.0,
+ "Second Moment of Area, V-V (cm4)": 29.9,
+ "Radius of Gyration, Y-Y & Z-Z (cm)": 2.43,
+ "Radius of Gyration, U-U (cm)": 3.06,
+ "Radius of Gyration, V-V (cm)": 1.56,
+ "Elastic Modulus, Y-Y & Z-Z (cm3)": 12.6,
+ "Torsional Constant, IT (cm4)": 2.88,
+ "Equivalent Slenderness Coefficient, \u03d5a": 2.94,
+ "Area of Section, A (cm2)": 12.3
+ },
+ "75x75x8.0": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 8.99,
+ "Root Radius, r1 (mm)": 9.0,
+ "Toe Radius, r2 (mm)": 4.5,
+ "Distance to Centroid, c (cm)": 2.14,
+ "Second Moment of Area, Y-Y & Z-Z (cm4)": 59.1,
+ "Second Moment of Area, U-U (cm4)": 93.8,
+ "Second Moment of Area, V-V (cm4)": 24.5,
+ "Radius of Gyration, Y-Y & Z-Z (cm)": 2.27,
+ "Radius of Gyration, U-U (cm)": 2.86,
+ "Radius of Gyration, V-V (cm)": 1.46,
+ "Elastic Modulus, Y-Y & Z-Z (cm3)": 11.0,
+ "Torsional Constant, IT (cm4)": 2.65,
+ "Equivalent Slenderness Coefficient, \u03d5a": 2.76,
+ "Area of Section, A (cm2)": 11.4
+ },
+ "75x75x6.0": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 6.85,
+ "Root Radius, r1 (mm)": 9.0,
+ "Toe Radius, r2 (mm)": 4.5,
+ "Distance to Centroid, c (cm)": 2.05,
+ "Second Moment of Area, Y-Y & Z-Z (cm4)": 45.8,
+ "Second Moment of Area, U-U (cm4)": 72.7,
+ "Second Moment of Area, V-V (cm4)": 18.9,
+ "Radius of Gyration, Y-Y & Z-Z (cm)": 2.29,
+ "Radius of Gyration, U-U (cm)": 2.89,
+ "Radius of Gyration, V-V (cm)": 1.47,
+ "Elastic Modulus, Y-Y & Z-Z (cm3)": 8.41,
+ "Torsional Constant, IT (cm4)": 1.17,
+ "Equivalent Slenderness Coefficient, \u03d5a": 3.7,
+ "Area of Section, A (cm2)": 8.73
+ },
+ "70x70x7.0": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 7.38,
+ "Root Radius, r1 (mm)": 9.0,
+ "Toe Radius, r2 (mm)": 4.5,
+ "Distance to Centroid, c (cm)": 1.97,
+ "Second Moment of Area, Y-Y & Z-Z (cm4)": 42.3,
+ "Second Moment of Area, U-U (cm4)": 67.1,
+ "Second Moment of Area, V-V (cm4)": 17.5,
+ "Radius of Gyration, Y-Y & Z-Z (cm)": 2.12,
+ "Radius of Gyration, U-U (cm)": 2.67,
+ "Radius of Gyration, V-V (cm)": 1.36,
+ "Elastic Modulus, Y-Y & Z-Z (cm3)": 8.41,
+ "Torsional Constant, IT (cm4)": 1.69,
+ "Equivalent Slenderness Coefficient, \u03d5a": 2.92,
+ "Area of Section, A (cm2)": 9.4
+ },
+ "70x70x6.0": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 6.38,
+ "Root Radius, r1 (mm)": 9.0,
+ "Toe Radius, r2 (mm)": 4.5,
+ "Distance to Centroid, c (cm)": 1.93,
+ "Second Moment of Area, Y-Y & Z-Z (cm4)": 36.9,
+ "Second Moment of Area, U-U (cm4)": 58.5,
+ "Second Moment of Area, V-V (cm4)": 15.3,
+ "Radius of Gyration, Y-Y & Z-Z (cm)": 2.13,
+ "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,
+ "Distance to Centroid, c (cm)": 1.77,
+ "Second Moment of Area, Y-Y & Z-Z (cm4)": 29.2,
+ "Second Moment of Area, U-U (cm4)": 46.1,
+ "Second Moment of Area, V-V (cm4)": 12.2,
+ "Radius of Gyration, Y-Y & Z-Z (cm)": 1.8,
+ "Radius of Gyration, U-U (cm)": 2.26,
+ "Radius of Gyration, V-V (cm)": 1.16,
+ "Elastic Modulus, Y-Y & Z-Z (cm3)": 6.89,
+ "Torsional Constant, IT (cm4)": 2.09,
+ "Equivalent Slenderness Coefficient, \u03d5a": 2.14,
+ "Area of Section, A (cm2)": 9.03
+ },
+ "60x60x6.0": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 5.42,
+ "Root Radius, r1 (mm)": 8.0,
+ "Toe Radius, r2 (mm)": 4.0,
+ "Distance to Centroid, c (cm)": 1.69,
+ "Second Moment of Area, Y-Y & Z-Z (cm4)": 22.8,
+ "Second Moment of Area, U-U (cm4)": 36.1,
+ "Second Moment of Area, V-V (cm4)": 9.44,
+ "Radius of Gyration, Y-Y & Z-Z (cm)": 1.82,
+ "Radius of Gyration, U-U (cm)": 2.29,
+ "Radius of Gyration, V-V (cm)": 1.17,
+ "Elastic Modulus, Y-Y & Z-Z (cm3)": 5.29,
+ "Torsional Constant, IT (cm4)": 0.922,
+ "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/src/.d/bluebook/properties/hf-chs.json b/src/.d/bluebook/properties/hf-chs.json
new file mode 100644
index 0000000..86f88b2
--- /dev/null
+++ b/src/.d/bluebook/properties/hf-chs.json
@@ -0,0 +1,2354 @@
+{
+ "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,
+ "Torsional Constant, Wt (cm3)": 2.2,
+ "Surface Area Per Metre (m2)": 0.085,
+ "Surface Area Per Tonne (m2)": 54.5
+ },
+ "26.9x2.9": {
+ "Is Non-Standard": true,
+ "Mass Per Metre (kg/m)": 1.72,
+ "Area of Section, A (cm2)": 2.19,
+ "Ratio for Local Buckling, d/t": 9.28,
+ "Second Moment of Area, I (cm4)": 1.6,
+ "Radius of Gyration, i (cm)": 0.855,
+ "Elastic Modulus, Wel (cm3)": 1.19,
+ "Plastic Modulus, Wpl (cm3)": 1.68,
+ "Torsional Constant, IT (cm4)": 3.19,
+ "Torsional Constant, Wt (cm3)": 2.38,
+ "Surface Area Per Metre (m2)": 0.085,
+ "Surface Area Per Tonne (m2)": 49.4
+ },
+ "26.9x3.2": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 1.87,
+ "Area of Section, A (cm2)": 2.38,
+ "Ratio for Local Buckling, d/t": 8.41,
+ "Second Moment of Area, I (cm4)": 1.7,
+ "Radius of Gyration, i (cm)": 0.846,
+ "Elastic Modulus, Wel (cm3)": 1.27,
+ "Plastic Modulus, Wpl (cm3)": 1.81,
+ "Torsional Constant, IT (cm4)": 3.41,
+ "Torsional Constant, Wt (cm3)": 2.53,
+ "Surface Area Per Metre (m2)": 0.085,
+ "Surface Area Per Tonne (m2)": 45.5
+ },
+ "26.9x3.6": {
+ "Is Non-Standard": true,
+ "Mass Per Metre (kg/m)": 2.07,
+ "Area of Section, A (cm2)": 2.64,
+ "Ratio for Local Buckling, d/t": 7.47,
+ "Second Moment of Area, I (cm4)": 1.83,
+ "Radius of Gyration, i (cm)": 0.834,
+ "Elastic Modulus, Wel (cm3)": 1.36,
+ "Plastic Modulus, Wpl (cm3)": 1.97,
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+ "Elastic Modulus, Wel (cm3)": 664.0,
+ "Plastic Modulus, Wpl (cm3)": 862.0,
+ "Torsional Constant, IT (cm4)": 23600.0,
+ "Torsional Constant, Wt (cm3)": 1330.0,
+ "Surface Area Per Metre (m2)": 1.12,
+ "Surface Area Per Tonne (m2)": 18.4
+ },
+ "355.6x8.0": {
+ "Is Non-Standard": true,
+ "Mass Per Metre (kg/m)": 68.6,
+ "Area of Section, A (cm2)": 87.4,
+ "Ratio for Local Buckling, d/t": 44.5,
+ "Second Moment of Area, I (cm4)": 13200.0,
+ "Radius of Gyration, i (cm)": 12.3,
+ "Elastic Modulus, Wel (cm3)": 742.0,
+ "Plastic Modulus, Wpl (cm3)": 967.0,
+ "Torsional Constant, IT (cm4)": 26400.0,
+ "Torsional Constant, Wt (cm3)": 1480.0,
+ "Surface Area Per Metre (m2)": 1.12,
+ "Surface Area Per Tonne (m2)": 16.3
+ },
+ "355.6x10.0": {
+ "Is Non-Standard": true,
+ "Mass Per Metre (kg/m)": 85.2,
+ "Area of Section, A (cm2)": 109.0,
+ "Ratio for Local Buckling, d/t": 35.6,
+ "Second Moment of Area, I (cm4)": 16200.0,
+ "Radius of Gyration, i (cm)": 12.2,
+ "Elastic Modulus, Wel (cm3)": 912.0,
+ "Plastic Modulus, Wpl (cm3)": 1200.0,
+ "Torsional Constant, IT (cm4)": 32400.0,
+ "Torsional Constant, Wt (cm3)": 1820.0,
+ "Surface Area Per Metre (m2)": 1.12,
+ "Surface Area Per Tonne (m2)": 13.1
+ },
+ "355.6x11.0": {
+ "Is Non-Standard": true,
+ "Mass Per Metre (kg/m)": 93.5,
+ "Area of Section, A (cm2)": 119.0,
+ "Ratio for Local Buckling, d/t": 32.3,
+ "Second Moment of Area, I (cm4)": 17700.0,
+ "Radius of Gyration, i (cm)": 12.2,
+ "Elastic Modulus, Wel (cm3)": 995.0,
+ "Plastic Modulus, Wpl (cm3)": 1310.0,
+ "Torsional Constant, IT (cm4)": 35400.0,
+ "Torsional Constant, Wt (cm3)": 1990.0,
+ "Surface Area Per Metre (m2)": 1.12,
+ "Surface Area Per Tonne (m2)": 12.0
+ },
+ "355.6x12.5": {
+ "Is Non-Standard": true,
+ "Mass Per Metre (kg/m)": 106.0,
+ "Area of Section, A (cm2)": 135.0,
+ "Ratio for Local Buckling, d/t": 28.4,
+ "Second Moment of Area, I (cm4)": 19900.0,
+ "Radius of Gyration, i (cm)": 12.1,
+ "Elastic Modulus, Wel (cm3)": 1120.0,
+ "Plastic Modulus, Wpl (cm3)": 1470.0,
+ "Torsional Constant, IT (cm4)": 39700.0,
+ "Torsional Constant, Wt (cm3)": 2230.0,
+ "Surface Area Per Metre (m2)": 1.12,
+ "Surface Area Per Tonne (m2)": 10.6
+ },
+ "355.6x14.2": {
+ "Is Non-Standard": true,
+ "Mass Per Metre (kg/m)": 120.0,
+ "Area of Section, A (cm2)": 152.0,
+ "Ratio for Local Buckling, d/t": 25.0,
+ "Second Moment of Area, I (cm4)": 22200.0,
+ "Radius of Gyration, i (cm)": 12.1,
+ "Elastic Modulus, Wel (cm3)": 1250.0,
+ "Plastic Modulus, Wpl (cm3)": 1660.0,
+ "Torsional Constant, IT (cm4)": 44500.0,
+ "Torsional Constant, Wt (cm3)": 2500.0,
+ "Surface Area Per Metre (m2)": 1.12,
+ "Surface Area Per Tonne (m2)": 9.33
+ },
+ "355.6x16.0": {
+ "Is Non-Standard": true,
+ "Mass Per Metre (kg/m)": 134.0,
+ "Area of Section, A (cm2)": 171.0,
+ "Ratio for Local Buckling, d/t": 22.2,
+ "Second Moment of Area, I (cm4)": 24700.0,
+ "Radius of Gyration, i (cm)": 12.0,
+ "Elastic Modulus, Wel (cm3)": 1390.0,
+ "Plastic Modulus, Wpl (cm3)": 1850.0,
+ "Torsional Constant, IT (cm4)": 49300.0,
+ "Torsional Constant, Wt (cm3)": 2770.0,
+ "Surface Area Per Metre (m2)": 1.12,
+ "Surface Area Per Tonne (m2)": 8.36
+ },
+ "406.4x10.0": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 97.8,
+ "Area of Section, A (cm2)": 125.0,
+ "Ratio for Local Buckling, d/t": 40.6,
+ "Second Moment of Area, I (cm4)": 24500.0,
+ "Radius of Gyration, i (cm)": 14.0,
+ "Elastic Modulus, Wel (cm3)": 1200.0,
+ "Plastic Modulus, Wpl (cm3)": 1570.0,
+ "Torsional Constant, IT (cm4)": 49000.0,
+ "Torsional Constant, Wt (cm3)": 2410.0,
+ "Surface Area Per Metre (m2)": 1.28,
+ "Surface Area Per Tonne (m2)": 13.1
+ },
+ "406.4x11.0": {
+ "Is Non-Standard": true,
+ "Mass Per Metre (kg/m)": 107.0,
+ "Area of Section, A (cm2)": 137.0,
+ "Ratio for Local Buckling, d/t": 36.9,
+ "Second Moment of Area, I (cm4)": 26700.0,
+ "Radius of Gyration, i (cm)": 14.0,
+ "Elastic Modulus, Wel (cm3)": 1320.0,
+ "Plastic Modulus, Wpl (cm3)": 1720.0,
+ "Torsional Constant, IT (cm4)": 53400.0,
+ "Torsional Constant, Wt (cm3)": 2630.0,
+ "Surface Area Per Metre (m2)": 1.28,
+ "Surface Area Per Tonne (m2)": 12.0
+ },
+ "406.4x12.5": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 121.0,
+ "Area of Section, A (cm2)": 155.0,
+ "Ratio for Local Buckling, d/t": 32.5,
+ "Second Moment of Area, I (cm4)": 30000.0,
+ "Radius of Gyration, i (cm)": 13.9,
+ "Elastic Modulus, Wel (cm3)": 1480.0,
+ "Plastic Modulus, Wpl (cm3)": 1940.0,
+ "Torsional Constant, IT (cm4)": 60100.0,
+ "Torsional Constant, Wt (cm3)": 2960.0,
+ "Surface Area Per Metre (m2)": 1.28,
+ "Surface Area Per Tonne (m2)": 10.6
+ },
+ "406.4x14.2": {
+ "Is Non-Standard": true,
+ "Mass Per Metre (kg/m)": 137.0,
+ "Area of Section, A (cm2)": 175.0,
+ "Ratio for Local Buckling, d/t": 28.6,
+ "Second Moment of Area, I (cm4)": 33700.0,
+ "Radius of Gyration, i (cm)": 13.9,
+ "Elastic Modulus, Wel (cm3)": 1660.0,
+ "Plastic Modulus, Wpl (cm3)": 2180.0,
+ "Torsional Constant, IT (cm4)": 67400.0,
+ "Torsional Constant, Wt (cm3)": 3320.0,
+ "Surface Area Per Metre (m2)": 1.28,
+ "Surface Area Per Tonne (m2)": 9.34
+ },
+ "406.4x16.0": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 154.0,
+ "Area of Section, A (cm2)": 196.0,
+ "Ratio for Local Buckling, d/t": 25.4,
+ "Second Moment of Area, I (cm4)": 37400.0,
+ "Radius of Gyration, i (cm)": 13.8,
+ "Elastic Modulus, Wel (cm3)": 1840.0,
+ "Plastic Modulus, Wpl (cm3)": 2440.0,
+ "Torsional Constant, IT (cm4)": 74900.0,
+ "Torsional Constant, Wt (cm3)": 3690.0,
+ "Surface Area Per Metre (m2)": 1.28,
+ "Surface Area Per Tonne (m2)": 8.31
+ },
+ "457.0x10.0": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 110.0,
+ "Area of Section, A (cm2)": 140.0,
+ "Ratio for Local Buckling, d/t": 45.7,
+ "Second Moment of Area, I (cm4)": 35100.0,
+ "Radius of Gyration, i (cm)": 15.8,
+ "Elastic Modulus, Wel (cm3)": 1540.0,
+ "Plastic Modulus, Wpl (cm3)": 2000.0,
+ "Torsional Constant, IT (cm4)": 70200.0,
+ "Torsional Constant, Wt (cm3)": 3070.0,
+ "Surface Area Per Metre (m2)": 1.44,
+ "Surface Area Per Tonne (m2)": 13.1
+ },
+ "457.0x11.0": {
+ "Is Non-Standard": true,
+ "Mass Per Metre (kg/m)": 121.0,
+ "Area of Section, A (cm2)": 154.0,
+ "Ratio for Local Buckling, d/t": 41.5,
+ "Second Moment of Area, I (cm4)": 38300.0,
+ "Radius of Gyration, i (cm)": 15.8,
+ "Elastic Modulus, Wel (cm3)": 1680.0,
+ "Plastic Modulus, Wpl (cm3)": 2190.0,
+ "Torsional Constant, IT (cm4)": 76700.0,
+ "Torsional Constant, Wt (cm3)": 3360.0,
+ "Surface Area Per Metre (m2)": 1.44,
+ "Surface Area Per Tonne (m2)": 11.9
+ },
+ "457.0x12.5": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 137.0,
+ "Area of Section, A (cm2)": 175.0,
+ "Ratio for Local Buckling, d/t": 36.6,
+ "Second Moment of Area, I (cm4)": 43100.0,
+ "Radius of Gyration, i (cm)": 15.7,
+ "Elastic Modulus, Wel (cm3)": 1890.0,
+ "Plastic Modulus, Wpl (cm3)": 2470.0,
+ "Torsional Constant, IT (cm4)": 86300.0,
+ "Torsional Constant, Wt (cm3)": 3780.0,
+ "Surface Area Per Metre (m2)": 1.44,
+ "Surface Area Per Tonne (m2)": 10.5
+ },
+ "457.0x14.2": {
+ "Is Non-Standard": true,
+ "Mass Per Metre (kg/m)": 155.0,
+ "Area of Section, A (cm2)": 198.0,
+ "Ratio for Local Buckling, d/t": 32.2,
+ "Second Moment of Area, I (cm4)": 48500.0,
+ "Radius of Gyration, i (cm)": 15.7,
+ "Elastic Modulus, Wel (cm3)": 2120.0,
+ "Plastic Modulus, Wpl (cm3)": 2780.0,
+ "Torsional Constant, IT (cm4)": 96900.0,
+ "Torsional Constant, Wt (cm3)": 4240.0,
+ "Surface Area Per Metre (m2)": 1.44,
+ "Surface Area Per Tonne (m2)": 9.29
+ },
+ "457.0x16.0": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 174.0,
+ "Area of Section, A (cm2)": 222.0,
+ "Ratio for Local Buckling, d/t": 28.6,
+ "Second Moment of Area, I (cm4)": 54000.0,
+ "Radius of Gyration, i (cm)": 15.6,
+ "Elastic Modulus, Wel (cm3)": 2360.0,
+ "Plastic Modulus, Wpl (cm3)": 3110.0,
+ "Torsional Constant, IT (cm4)": 108000.0,
+ "Torsional Constant, Wt (cm3)": 4720.0,
+ "Surface Area Per Metre (m2)": 1.44,
+ "Surface Area Per Tonne (m2)": 8.28
+ },
+ "508.0x10.0": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 123.0,
+ "Area of Section, A (cm2)": 156.0,
+ "Ratio for Local Buckling, d/t": 50.8,
+ "Second Moment of Area, I (cm4)": 48500.0,
+ "Radius of Gyration, i (cm)": 17.6,
+ "Elastic Modulus, Wel (cm3)": 1910.0,
+ "Plastic Modulus, Wpl (cm3)": 2480.0,
+ "Torsional Constant, IT (cm4)": 97000.0,
+ "Torsional Constant, Wt (cm3)": 3820.0,
+ "Surface Area Per Metre (m2)": 1.6,
+ "Surface Area Per Tonne (m2)": 13.0
+ },
+ "508.0x11.0": {
+ "Is Non-Standard": true,
+ "Mass Per Metre (kg/m)": 135.0,
+ "Area of Section, A (cm2)": 172.0,
+ "Ratio for Local Buckling, d/t": 46.2,
+ "Second Moment of Area, I (cm4)": 53100.0,
+ "Radius of Gyration, i (cm)": 17.6,
+ "Elastic Modulus, Wel (cm3)": 2090.0,
+ "Plastic Modulus, Wpl (cm3)": 2720.0,
+ "Torsional Constant, IT (cm4)": 106000.0,
+ "Torsional Constant, Wt (cm3)": 4180.0,
+ "Surface Area Per Metre (m2)": 1.6,
+ "Surface Area Per Tonne (m2)": 11.9
+ },
+ "508.0x12.5": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 153.0,
+ "Area of Section, A (cm2)": 195.0,
+ "Ratio for Local Buckling, d/t": 40.6,
+ "Second Moment of Area, I (cm4)": 59800.0,
+ "Radius of Gyration, i (cm)": 17.5,
+ "Elastic Modulus, Wel (cm3)": 2350.0,
+ "Plastic Modulus, Wpl (cm3)": 3070.0,
+ "Torsional Constant, IT (cm4)": 120000.0,
+ "Torsional Constant, Wt (cm3)": 4700.0,
+ "Surface Area Per Metre (m2)": 1.6,
+ "Surface Area Per Tonne (m2)": 10.5
+ },
+ "508.0x14.2": {
+ "Is Non-Standard": true,
+ "Mass Per Metre (kg/m)": 173.0,
+ "Area of Section, A (cm2)": 220.0,
+ "Ratio for Local Buckling, d/t": 35.8,
+ "Second Moment of Area, I (cm4)": 67200.0,
+ "Radius of Gyration, i (cm)": 17.5,
+ "Elastic Modulus, Wel (cm3)": 2650.0,
+ "Plastic Modulus, Wpl (cm3)": 3460.0,
+ "Torsional Constant, IT (cm4)": 134000.0,
+ "Torsional Constant, Wt (cm3)": 5290.0,
+ "Surface Area Per Metre (m2)": 1.6,
+ "Surface Area Per Tonne (m2)": 9.25
+ },
+ "508.0x16.0": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 194.0,
+ "Area of Section, A (cm2)": 247.0,
+ "Ratio for Local Buckling, d/t": 31.8,
+ "Second Moment of Area, I (cm4)": 74900.0,
+ "Radius of Gyration, i (cm)": 17.4,
+ "Elastic Modulus, Wel (cm3)": 2950.0,
+ "Plastic Modulus, Wpl (cm3)": 3870.0,
+ "Torsional Constant, IT (cm4)": 150000.0,
+ "Torsional Constant, Wt (cm3)": 5900.0,
+ "Surface Area Per Metre (m2)": 1.6,
+ "Surface Area Per Tonne (m2)": 8.25
+ }
+}
\ No newline at end of file
diff --git a/src/.d/bluebook/properties/hf-ehs.json b/src/.d/bluebook/properties/hf-ehs.json
new file mode 100644
index 0000000..cf0c0aa
--- /dev/null
+++ b/src/.d/bluebook/properties/hf-ehs.json
@@ -0,0 +1,444 @@
+{
+ "150x75x4.0": {
+ "Is Non-Standard": true,
+ "Mass Per Metre (kg/m)": 10.7,
+ "Area of Section, A (cm2)": 13.6,
+ "Second Moment of Area, Y-Y (cm4)": 301.0,
+ "Second Moment of Area, Z-Z (cm4)": 101.0,
+ "Radius of Gyration, Y-Y (cm)": 4.7,
+ "Radius of Gyration, Z-Z (cm)": 2.72,
+ "Elastic Modulus, Y-Y (cm3)": 40.1,
+ "Elastic Modulus, Z-Z (cm3)": 26.9,
+ "Plastic Modulus, Y-Y (cm3)": 56.1,
+ "Plastic Modulus, Z-Z (cm3)": 34.4,
+ "Torsional Constant, IT (cm4)": 303.0,
+ "Torsional Constant, Wt (cm3)": 60.1,
+ "Surface Area Per Metre (m2)": 0.363,
+ "Surface Area Per Tonne (m2)": 33.9
+ },
+ "150x75x5.0": {
+ "Is Non-Standard": true,
+ "Mass Per Metre (kg/m)": 13.3,
+ "Area of Section, A (cm2)": 16.9,
+ "Second Moment of Area, Y-Y (cm4)": 367.0,
+ "Second Moment of Area, Z-Z (cm4)": 122.0,
+ "Radius of Gyration, Y-Y (cm)": 4.66,
+ "Radius of Gyration, Z-Z (cm)": 2.69,
+ "Elastic Modulus, Y-Y (cm3)": 48.9,
+ "Elastic Modulus, Z-Z (cm3)": 32.5,
+ "Plastic Modulus, Y-Y (cm3)": 68.9,
+ "Plastic Modulus, Z-Z (cm3)": 42.0,
+ "Torsional Constant, IT (cm4)": 367.0,
+ "Torsional Constant, Wt (cm3)": 72.2,
+ "Surface Area Per Metre (m2)": 0.363,
+ "Surface Area Per Tonne (m2)": 27.3
+ },
+ "150x75x6.3": {
+ "Is Non-Standard": true,
+ "Mass Per Metre (kg/m)": 16.5,
+ "Area of Section, A (cm2)": 21.0,
+ "Second Moment of Area, Y-Y (cm4)": 448.0,
+ "Second Moment of Area, Z-Z (cm4)": 147.0,
+ "Radius of Gyration, Y-Y (cm)": 4.62,
+ "Radius of Gyration, Z-Z (cm)": 2.64,
+ "Elastic Modulus, Y-Y (cm3)": 59.7,
+ "Elastic Modulus, Z-Z (cm3)": 39.1,
+ "Plastic Modulus, Y-Y (cm3)": 84.9,
+ "Plastic Modulus, Z-Z (cm3)": 51.5,
+ "Torsional Constant, IT (cm4)": 443.0,
+ "Torsional Constant, Wt (cm3)": 86.3,
+ "Surface Area Per Metre (m2)": 0.363,
+ "Surface Area Per Tonne (m2)": 22.0
+ },
+ "200x100x5.0": {
+ "Is Non-Standard": true,
+ "Mass Per Metre (kg/m)": 17.9,
+ "Area of Section, A (cm2)": 22.8,
+ "Second Moment of Area, Y-Y (cm4)": 897.0,
+ "Second Moment of Area, Z-Z (cm4)": 302.0,
+ "Radius of Gyration, Y-Y (cm)": 6.27,
+ "Radius of Gyration, Z-Z (cm)": 3.64,
+ "Elastic Modulus, Y-Y (cm3)": 89.7,
+ "Elastic Modulus, Z-Z (cm3)": 60.4,
+ "Plastic Modulus, Y-Y (cm3)": 125.0,
+ "Plastic Modulus, Z-Z (cm3)": 76.8,
+ "Torsional Constant, IT (cm4)": 905.0,
+ "Torsional Constant, Wt (cm3)": 135.0,
+ "Surface Area Per Metre (m2)": 0.484,
+ "Surface Area Per Tonne (m2)": 27.0
+ },
+ "200x100x6.3": {
+ "Is Non-Standard": true,
+ "Mass Per Metre (kg/m)": 22.3,
+ "Area of Section, A (cm2)": 28.4,
+ "Second Moment of Area, Y-Y (cm4)": 1100.0,
+ "Second Moment of Area, Z-Z (cm4)": 368.0,
+ "Radius of Gyration, Y-Y (cm)": 6.23,
+ "Radius of Gyration, Z-Z (cm)": 3.6,
+ "Elastic Modulus, Y-Y (cm3)": 110.0,
+ "Elastic Modulus, Z-Z (cm3)": 73.5,
+ "Plastic Modulus, Y-Y (cm3)": 155.0,
+ "Plastic Modulus, Z-Z (cm3)": 94.7,
+ "Torsional Constant, IT (cm4)": 1100.0,
+ "Torsional Constant, Wt (cm3)": 163.0,
+ "Surface Area Per Metre (m2)": 0.484,
+ "Surface Area Per Tonne (m2)": 21.7
+ },
+ "200x100x8.0": {
+ "Is Non-Standard": true,
+ "Mass Per Metre (kg/m)": 28.0,
+ "Area of Section, A (cm2)": 35.7,
+ "Second Moment of Area, Y-Y (cm4)": 1360.0,
+ "Second Moment of Area, Z-Z (cm4)": 446.0,
+ "Radius of Gyration, Y-Y (cm)": 6.17,
+ "Radius of Gyration, Z-Z (cm)": 3.54,
+ "Elastic Modulus, Y-Y (cm3)": 136.0,
+ "Elastic Modulus, Z-Z (cm3)": 89.3,
+ "Plastic Modulus, Y-Y (cm3)": 193.0,
+ "Plastic Modulus, Z-Z (cm3)": 117.0,
+ "Torsional Constant, IT (cm4)": 1350.0,
+ "Torsional Constant, Wt (cm3)": 197.0,
+ "Surface Area Per Metre (m2)": 0.484,
+ "Surface Area Per Tonne (m2)": 17.3
+ },
+ "200x100x10.0": {
+ "Is Non-Standard": true,
+ "Mass Per Metre (kg/m)": 34.5,
+ "Area of Section, A (cm2)": 44.0,
+ "Second Moment of Area, Y-Y (cm4)": 1640.0,
+ "Second Moment of Area, Z-Z (cm4)": 529.0,
+ "Radius of Gyration, Y-Y (cm)": 6.1,
+ "Radius of Gyration, Z-Z (cm)": 3.47,
+ "Elastic Modulus, Y-Y (cm3)": 164.0,
+ "Elastic Modulus, Z-Z (cm3)": 106.0,
+ "Plastic Modulus, Y-Y (cm3)": 235.0,
+ "Plastic Modulus, Z-Z (cm3)": 141.0,
+ "Torsional Constant, IT (cm4)": 1610.0,
+ "Torsional Constant, Wt (cm3)": 232.0,
+ "Surface Area Per Metre (m2)": 0.484,
+ "Surface Area Per Tonne (m2)": 14.0
+ },
+ "200x100x12.5": {
+ "Is Non-Standard": true,
+ "Mass Per Metre (kg/m)": 42.4,
+ "Area of Section, A (cm2)": 54.0,
+ "Second Moment of Area, Y-Y (cm4)": 1950.0,
+ "Second Moment of Area, Z-Z (cm4)": 619.0,
+ "Radius of Gyration, Y-Y (cm)": 6.02,
+ "Radius of Gyration, Z-Z (cm)": 3.39,
+ "Elastic Modulus, Y-Y (cm3)": 195.0,
+ "Elastic Modulus, Z-Z (cm3)": 124.0,
+ "Plastic Modulus, Y-Y (cm3)": 284.0,
+ "Plastic Modulus, Z-Z (cm3)": 169.0,
+ "Torsional Constant, IT (cm4)": 1890.0,
+ "Torsional Constant, Wt (cm3)": 269.0,
+ "Surface Area Per Metre (m2)": 0.484,
+ "Surface Area Per Tonne (m2)": 11.4
+ },
+ "250x125x6.3": {
+ "Is Non-Standard": true,
+ "Mass Per Metre (kg/m)": 28.2,
+ "Area of Section, A (cm2)": 35.9,
+ "Second Moment of Area, Y-Y (cm4)": 2210.0,
+ "Second Moment of Area, Z-Z (cm4)": 742.0,
+ "Radius of Gyration, Y-Y (cm)": 7.84,
+ "Radius of Gyration, Z-Z (cm)": 4.55,
+ "Elastic Modulus, Y-Y (cm3)": 176.0,
+ "Elastic Modulus, Z-Z (cm3)": 119.0,
+ "Plastic Modulus, Y-Y (cm3)": 246.0,
+ "Plastic Modulus, Z-Z (cm3)": 151.0,
+ "Torsional Constant, IT (cm4)": 2220.0,
+ "Torsional Constant, Wt (cm3)": 265.0,
+ "Surface Area Per Metre (m2)": 0.605,
+ "Surface Area Per Tonne (m2)": 21.5
+ },
+ "250x125x8.0": {
+ "Is Non-Standard": true,
+ "Mass Per Metre (kg/m)": 35.4,
+ "Area of Section, A (cm2)": 45.1,
+ "Second Moment of Area, Y-Y (cm4)": 2730.0,
+ "Second Moment of Area, Z-Z (cm4)": 909.0,
+ "Radius of Gyration, Y-Y (cm)": 7.78,
+ "Radius of Gyration, Z-Z (cm)": 4.49,
+ "Elastic Modulus, Y-Y (cm3)": 219.0,
+ "Elastic Modulus, Z-Z (cm3)": 145.0,
+ "Plastic Modulus, Y-Y (cm3)": 307.0,
+ "Plastic Modulus, Z-Z (cm3)": 188.0,
+ "Torsional Constant, IT (cm4)": 2730.0,
+ "Torsional Constant, Wt (cm3)": 323.0,
+ "Surface Area Per Metre (m2)": 0.605,
+ "Surface Area Per Tonne (m2)": 17.1
+ },
+ "250x125x10.0": {
+ "Is Non-Standard": true,
+ "Mass Per Metre (kg/m)": 43.8,
+ "Area of Section, A (cm2)": 55.8,
+ "Second Moment of Area, Y-Y (cm4)": 3320.0,
+ "Second Moment of Area, Z-Z (cm4)": 1090.0,
+ "Radius of Gyration, Y-Y (cm)": 7.71,
+ "Radius of Gyration, Z-Z (cm)": 4.42,
+ "Elastic Modulus, Y-Y (cm3)": 265.0,
+ "Elastic Modulus, Z-Z (cm3)": 174.0,
+ "Plastic Modulus, Y-Y (cm3)": 376.0,
+ "Plastic Modulus, Z-Z (cm3)": 228.0,
+ "Torsional Constant, IT (cm4)": 3290.0,
+ "Torsional Constant, Wt (cm3)": 385.0,
+ "Surface Area Per Metre (m2)": 0.605,
+ "Surface Area Per Tonne (m2)": 13.8
+ },
+ "250x125x12.5": {
+ "Is Non-Standard": true,
+ "Mass Per Metre (kg/m)": 53.9,
+ "Area of Section, A (cm2)": 68.7,
+ "Second Moment of Area, Y-Y (cm4)": 4000.0,
+ "Second Moment of Area, Z-Z (cm4)": 1290.0,
+ "Radius of Gyration, Y-Y (cm)": 7.63,
+ "Radius of Gyration, Z-Z (cm)": 4.34,
+ "Elastic Modulus, Y-Y (cm3)": 320.0,
+ "Elastic Modulus, Z-Z (cm3)": 207.0,
+ "Plastic Modulus, Y-Y (cm3)": 458.0,
+ "Plastic Modulus, Z-Z (cm3)": 276.0,
+ "Torsional Constant, IT (cm4)": 3920.0,
+ "Torsional Constant, Wt (cm3)": 453.0,
+ "Surface Area Per Metre (m2)": 0.605,
+ "Surface Area Per Tonne (m2)": 11.2
+ },
+ "300x150x8.0": {
+ "Is Non-Standard": true,
+ "Mass Per Metre (kg/m)": 42.8,
+ "Area of Section, A (cm2)": 54.5,
+ "Second Moment of Area, Y-Y (cm4)": 4810.0,
+ "Second Moment of Area, Z-Z (cm4)": 1620.0,
+ "Radius of Gyration, Y-Y (cm)": 9.39,
+ "Radius of Gyration, Z-Z (cm)": 5.44,
+ "Elastic Modulus, Y-Y (cm3)": 321.0,
+ "Elastic Modulus, Z-Z (cm3)": 215.0,
+ "Plastic Modulus, Y-Y (cm3)": 449.0,
+ "Plastic Modulus, Z-Z (cm3)": 275.0,
+ "Torsional Constant, IT (cm4)": 4850.0,
+ "Torsional Constant, Wt (cm3)": 481.0,
+ "Surface Area Per Metre (m2)": 0.726,
+ "Surface Area Per Tonne (m2)": 17.0
+ },
+ "300x150x10.0": {
+ "Is Non-Standard": true,
+ "Mass Per Metre (kg/m)": 53.0,
+ "Area of Section, A (cm2)": 67.5,
+ "Second Moment of Area, Y-Y (cm4)": 5870.0,
+ "Second Moment of Area, Z-Z (cm4)": 1950.0,
+ "Radius of Gyration, Y-Y (cm)": 9.32,
+ "Radius of Gyration, Z-Z (cm)": 5.37,
+ "Elastic Modulus, Y-Y (cm3)": 391.0,
+ "Elastic Modulus, Z-Z (cm3)": 260.0,
+ "Plastic Modulus, Y-Y (cm3)": 551.0,
+ "Plastic Modulus, Z-Z (cm3)": 336.0,
+ "Torsional Constant, IT (cm4)": 5870.0,
+ "Torsional Constant, Wt (cm3)": 577.0,
+ "Surface Area Per Metre (m2)": 0.726,
+ "Surface Area Per Tonne (m2)": 13.7
+ },
+ "300x150x12.5": {
+ "Is Non-Standard": true,
+ "Mass Per Metre (kg/m)": 65.5,
+ "Area of Section, A (cm2)": 83.4,
+ "Second Moment of Area, Y-Y (cm4)": 7120.0,
+ "Second Moment of Area, Z-Z (cm4)": 2330.0,
+ "Radius of Gyration, Y-Y (cm)": 9.24,
+ "Radius of Gyration, Z-Z (cm)": 5.29,
+ "Elastic Modulus, Y-Y (cm3)": 475.0,
+ "Elastic Modulus, Z-Z (cm3)": 311.0,
+ "Plastic Modulus, Y-Y (cm3)": 674.0,
+ "Plastic Modulus, Z-Z (cm3)": 409.0,
+ "Torsional Constant, IT (cm4)": 7050.0,
+ "Torsional Constant, Wt (cm3)": 686.0,
+ "Surface Area Per Metre (m2)": 0.726,
+ "Surface Area Per Tonne (m2)": 11.1
+ },
+ "300x150x14.2": {
+ "Is Non-Standard": true,
+ "Mass Per Metre (kg/m)": 73.8,
+ "Area of Section, A (cm2)": 94.0,
+ "Second Moment of Area, Y-Y (cm4)": 7920.0,
+ "Second Moment of Area, Z-Z (cm4)": 2570.0,
+ "Radius of Gyration, Y-Y (cm)": 9.18,
+ "Radius of Gyration, Z-Z (cm)": 5.23,
+ "Elastic Modulus, Y-Y (cm3)": 528.0,
+ "Elastic Modulus, Z-Z (cm3)": 343.0,
+ "Plastic Modulus, Y-Y (cm3)": 755.0,
+ "Plastic Modulus, Z-Z (cm3)": 456.0,
+ "Torsional Constant, IT (cm4)": 7790.0,
+ "Torsional Constant, Wt (cm3)": 753.0,
+ "Surface Area Per Metre (m2)": 0.726,
+ "Surface Area Per Tonne (m2)": 9.84
+ },
+ "300x150x16.0": {
+ "Is Non-Standard": true,
+ "Mass Per Metre (kg/m)": 82.5,
+ "Area of Section, A (cm2)": 105.0,
+ "Second Moment of Area, Y-Y (cm4)": 8730.0,
+ "Second Moment of Area, Z-Z (cm4)": 2810.0,
+ "Radius of Gyration, Y-Y (cm)": 9.12,
+ "Radius of Gyration, Z-Z (cm)": 5.17,
+ "Elastic Modulus, Y-Y (cm3)": 582.0,
+ "Elastic Modulus, Z-Z (cm3)": 374.0,
+ "Plastic Modulus, Y-Y (cm3)": 837.0,
+ "Plastic Modulus, Z-Z (cm3)": 503.0,
+ "Torsional Constant, IT (cm4)": 8530.0,
+ "Torsional Constant, Wt (cm3)": 818.0,
+ "Surface Area Per Metre (m2)": 0.726,
+ "Surface Area Per Tonne (m2)": 8.8
+ },
+ "400x200x8.0": {
+ "Is Non-Standard": true,
+ "Mass Per Metre (kg/m)": 57.6,
+ "Area of Section, A (cm2)": 73.4,
+ "Second Moment of Area, Y-Y (cm4)": 11700.0,
+ "Second Moment of Area, Z-Z (cm4)": 3970.0,
+ "Radius of Gyration, Y-Y (cm)": 12.6,
+ "Radius of Gyration, Z-Z (cm)": 7.35,
+ "Elastic Modulus, Y-Y (cm3)": 584.0,
+ "Elastic Modulus, Z-Z (cm3)": 397.0,
+ "Plastic Modulus, Y-Y (cm3)": 811.0,
+ "Plastic Modulus, Z-Z (cm3)": 500.0,
+ "Torsional Constant, IT (cm4)": 11900.0,
+ "Torsional Constant, Wt (cm3)": 890.0,
+ "Surface Area Per Metre (m2)": 0.969,
+ "Surface Area Per Tonne (m2)": 16.8
+ },
+ "400x200x10.0": {
+ "Is Non-Standard": true,
+ "Mass Per Metre (kg/m)": 71.5,
+ "Area of Section, A (cm2)": 91.1,
+ "Second Moment of Area, Y-Y (cm4)": 14300.0,
+ "Second Moment of Area, Z-Z (cm4)": 4830.0,
+ "Radius of Gyration, Y-Y (cm)": 12.5,
+ "Radius of Gyration, Z-Z (cm)": 7.28,
+ "Elastic Modulus, Y-Y (cm3)": 717.0,
+ "Elastic Modulus, Z-Z (cm3)": 483.0,
+ "Plastic Modulus, Y-Y (cm3)": 1000.0,
+ "Plastic Modulus, Z-Z (cm3)": 615.0,
+ "Torsional Constant, IT (cm4)": 14500.0,
+ "Torsional Constant, Wt (cm3)": 1080.0,
+ "Surface Area Per Metre (m2)": 0.969,
+ "Surface Area Per Tonne (m2)": 13.6
+ },
+ "400x200x12.5": {
+ "Is Non-Standard": true,
+ "Mass Per Metre (kg/m)": 88.6,
+ "Area of Section, A (cm2)": 113.0,
+ "Second Moment of Area, Y-Y (cm4)": 17500.0,
+ "Second Moment of Area, Z-Z (cm4)": 5840.0,
+ "Radius of Gyration, Y-Y (cm)": 12.5,
+ "Radius of Gyration, Z-Z (cm)": 7.19,
+ "Elastic Modulus, Y-Y (cm3)": 877.0,
+ "Elastic Modulus, Z-Z (cm3)": 584.0,
+ "Plastic Modulus, Y-Y (cm3)": 1230.0,
+ "Plastic Modulus, Z-Z (cm3)": 753.0,
+ "Torsional Constant, IT (cm4)": 17600.0,
+ "Torsional Constant, Wt (cm3)": 1300.0,
+ "Surface Area Per Metre (m2)": 0.969,
+ "Surface Area Per Tonne (m2)": 10.9
+ },
+ "400x200x14.2": {
+ "Is Non-Standard": true,
+ "Mass Per Metre (kg/m)": 100.0,
+ "Area of Section, A (cm2)": 127.0,
+ "Second Moment of Area, Y-Y (cm4)": 19600.0,
+ "Second Moment of Area, Z-Z (cm4)": 6490.0,
+ "Radius of Gyration, Y-Y (cm)": 12.4,
+ "Radius of Gyration, Z-Z (cm)": 7.14,
+ "Elastic Modulus, Y-Y (cm3)": 980.0,
+ "Elastic Modulus, Z-Z (cm3)": 649.0,
+ "Plastic Modulus, Y-Y (cm3)": 1380.0,
+ "Plastic Modulus, Z-Z (cm3)": 843.0,
+ "Torsional Constant, IT (cm4)": 19500.0,
+ "Torsional Constant, Wt (cm3)": 1440.0,
+ "Surface Area Per Metre (m2)": 0.969,
+ "Surface Area Per Tonne (m2)": 9.69
+ },
+ "400x200x16.0": {
+ "Is Non-Standard": true,
+ "Mass Per Metre (kg/m)": 112.0,
+ "Area of Section, A (cm2)": 143.0,
+ "Second Moment of Area, Y-Y (cm4)": 21700.0,
+ "Second Moment of Area, Z-Z (cm4)": 7140.0,
+ "Radius of Gyration, Y-Y (cm)": 12.3,
+ "Radius of Gyration, Z-Z (cm)": 7.07,
+ "Elastic Modulus, Y-Y (cm3)": 1090.0,
+ "Elastic Modulus, Z-Z (cm3)": 714.0,
+ "Plastic Modulus, Y-Y (cm3)": 1540.0,
+ "Plastic Modulus, Z-Z (cm3)": 936.0,
+ "Torsional Constant, IT (cm4)": 21600.0,
+ "Torsional Constant, Wt (cm3)": 1580.0,
+ "Surface Area Per Metre (m2)": 0.969,
+ "Surface Area Per Tonne (m2)": 8.65
+ },
+ "500x250x10.0": {
+ "Is Non-Standard": true,
+ "Mass Per Metre (kg/m)": 90.0,
+ "Area of Section, A (cm2)": 115.0,
+ "Second Moment of Area, Y-Y (cm4)": 28500.0,
+ "Second Moment of Area, Z-Z (cm4)": 9680.0,
+ "Radius of Gyration, Y-Y (cm)": 15.8,
+ "Radius of Gyration, Z-Z (cm)": 9.19,
+ "Elastic Modulus, Y-Y (cm3)": 1140.0,
+ "Elastic Modulus, Z-Z (cm3)": 775.0,
+ "Plastic Modulus, Y-Y (cm3)": 1590.0,
+ "Plastic Modulus, Z-Z (cm3)": 976.0,
+ "Torsional Constant, IT (cm4)": 29000.0,
+ "Torsional Constant, Wt (cm3)": 1740.0,
+ "Surface Area Per Metre (m2)": 1.21,
+ "Surface Area Per Tonne (m2)": 13.4
+ },
+ "500x250x12.5": {
+ "Is Non-Standard": true,
+ "Mass Per Metre (kg/m)": 112.0,
+ "Area of Section, A (cm2)": 142.0,
+ "Second Moment of Area, Y-Y (cm4)": 35000.0,
+ "Second Moment of Area, Z-Z (cm4)": 11800.0,
+ "Radius of Gyration, Y-Y (cm)": 15.7,
+ "Radius of Gyration, Z-Z (cm)": 9.1,
+ "Elastic Modulus, Y-Y (cm3)": 1400.0,
+ "Elastic Modulus, Z-Z (cm3)": 943.0,
+ "Plastic Modulus, Y-Y (cm3)": 1960.0,
+ "Plastic Modulus, Z-Z (cm3)": 1200.0,
+ "Torsional Constant, IT (cm4)": 35300.0,
+ "Torsional Constant, Wt (cm3)": 2110.0,
+ "Surface Area Per Metre (m2)": 1.21,
+ "Surface Area Per Tonne (m2)": 10.8
+ },
+ "500x250x14.2": {
+ "Is Non-Standard": true,
+ "Mass Per Metre (kg/m)": 126.0,
+ "Area of Section, A (cm2)": 161.0,
+ "Second Moment of Area, Y-Y (cm4)": 39300.0,
+ "Second Moment of Area, Z-Z (cm4)": 13200.0,
+ "Radius of Gyration, Y-Y (cm)": 15.6,
+ "Radius of Gyration, Z-Z (cm)": 9.04,
+ "Elastic Modulus, Y-Y (cm3)": 1570.0,
+ "Elastic Modulus, Z-Z (cm3)": 1050.0,
+ "Plastic Modulus, Y-Y (cm3)": 2200.0,
+ "Plastic Modulus, Z-Z (cm3)": 1350.0,
+ "Torsional Constant, IT (cm4)": 39500.0,
+ "Torsional Constant, Wt (cm3)": 2350.0,
+ "Surface Area Per Metre (m2)": 1.21,
+ "Surface Area Per Tonne (m2)": 9.6
+ },
+ "500x250x16.0": {
+ "Is Non-Standard": true,
+ "Mass Per Metre (kg/m)": 142.0,
+ "Area of Section, A (cm2)": 180.0,
+ "Second Moment of Area, Y-Y (cm4)": 43700.0,
+ "Second Moment of Area, Z-Z (cm4)": 14500.0,
+ "Radius of Gyration, Y-Y (cm)": 15.6,
+ "Radius of Gyration, Z-Z (cm)": 8.98,
+ "Elastic Modulus, Y-Y (cm3)": 1750.0,
+ "Elastic Modulus, Z-Z (cm3)": 1160.0,
+ "Plastic Modulus, Y-Y (cm3)": 2460.0,
+ "Plastic Modulus, Z-Z (cm3)": 1500.0,
+ "Torsional Constant, IT (cm4)": 43700.0,
+ "Torsional Constant, Wt (cm3)": 2590.0,
+ "Surface Area Per Metre (m2)": 1.21,
+ "Surface Area Per Tonne (m2)": 8.52
+ }
+}
\ No newline at end of file
diff --git a/src/.d/bluebook/properties/hf-rhs.json b/src/.d/bluebook/properties/hf-rhs.json
new file mode 100644
index 0000000..a629c90
--- /dev/null
+++ b/src/.d/bluebook/properties/hf-rhs.json
@@ -0,0 +1,5930 @@
+{
+ "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,
+ "Mass Per Metre (kg/m)": 3.41,
+ "Area of Section, A (cm2)": 4.34,
+ "Ratio for Local Buckling, cw/t": 13.7,
+ "Ratio for Local Buckling, cf/t": 7.0,
+ "Second Moment of Area, Y-Y (cm4)": 13.6,
+ "Second Moment of Area, Z-Z (cm4)": 5.94,
+ "Radius of Gyration, Y-Y (cm)": 1.77,
+ "Radius of Gyration, Z-Z (cm)": 1.17,
+ "Elastic Modulus, Y-Y (cm3)": 5.43,
+ "Elastic Modulus, Z-Z (cm3)": 3.96,
+ "Plastic Modulus, Y-Y (cm3)": 6.88,
+ "Plastic Modulus, Z-Z (cm3)": 4.76,
+ "Torsional Constant, IT (cm4)": 13.5,
+ "Torsional Constant, Wt (cm3)": 6.51,
+ "Surface Area Per Metre (m2)": 0.152,
+ "Surface Area Per Tonne (m2)": 44.6
+ },
+ "50x30x3.2": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 3.61,
+ "Area of Section, A (cm2)": 4.6,
+ "Ratio for Local Buckling, cw/t": 12.6,
+ "Ratio for Local Buckling, cf/t": 6.38,
+ "Second Moment of Area, Y-Y (cm4)": 14.2,
+ "Second Moment of Area, Z-Z (cm4)": 6.2,
+ "Radius of Gyration, Y-Y (cm)": 1.76,
+ "Radius of Gyration, Z-Z (cm)": 1.16,
+ "Elastic Modulus, Y-Y (cm3)": 5.68,
+ "Elastic Modulus, Z-Z (cm3)": 4.13,
+ "Plastic Modulus, Y-Y (cm3)": 7.25,
+ "Plastic Modulus, Z-Z (cm3)": 5.0,
+ "Torsional Constant, IT (cm4)": 14.2,
+ "Torsional Constant, Wt (cm3)": 6.8,
+ "Surface Area Per Metre (m2)": 0.152,
+ "Surface Area Per Tonne (m2)": 42.1
+ },
+ "50x30x3.6": {
+ "Is Non-Standard": true,
+ "Mass Per Metre (kg/m)": 4.01,
+ "Area of Section, A (cm2)": 5.1,
+ "Ratio for Local Buckling, cw/t": 10.9,
+ "Ratio for Local Buckling, cf/t": 5.33,
+ "Second Moment of Area, Y-Y (cm4)": 15.4,
+ "Second Moment of Area, Z-Z (cm4)": 6.67,
+ "Radius of Gyration, Y-Y (cm)": 1.74,
+ "Radius of Gyration, Z-Z (cm)": 1.14,
+ "Elastic Modulus, Y-Y (cm3)": 6.16,
+ "Elastic Modulus, Z-Z (cm3)": 4.45,
+ "Plastic Modulus, Y-Y (cm3)": 7.94,
+ "Plastic Modulus, Z-Z (cm3)": 5.46,
+ "Torsional Constant, IT (cm4)": 15.4,
+ "Torsional Constant, Wt (cm3)": 7.31,
+ "Surface Area Per Metre (m2)": 0.151,
+ "Surface Area Per Tonne (m2)": 37.7
+ },
+ "50x30x4.0": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 4.39,
+ "Area of Section, A (cm2)": 5.59,
+ "Ratio for Local Buckling, cw/t": 9.5,
+ "Ratio for Local Buckling, cf/t": 4.5,
+ "Second Moment of Area, Y-Y (cm4)": 16.5,
+ "Second Moment of Area, Z-Z (cm4)": 7.08,
+ "Radius of Gyration, Y-Y (cm)": 1.72,
+ "Radius of Gyration, Z-Z (cm)": 1.13,
+ "Elastic Modulus, Y-Y (cm3)": 6.6,
+ "Elastic Modulus, Z-Z (cm3)": 4.72,
+ "Plastic Modulus, Y-Y (cm3)": 8.59,
+ "Plastic Modulus, Z-Z (cm3)": 5.88,
+ "Torsional Constant, IT (cm4)": 16.6,
+ "Torsional Constant, Wt (cm3)": 7.77,
+ "Surface Area Per Metre (m2)": 0.15,
+ "Surface Area Per Tonne (m2)": 34.2
+ },
+ "50x30x5.0": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 5.28,
+ "Area of Section, A (cm2)": 6.73,
+ "Ratio for Local Buckling, cw/t": 7.0,
+ "Ratio for Local Buckling, cf/t": 3.0,
+ "Second Moment of Area, Y-Y (cm4)": 18.7,
+ "Second Moment of Area, Z-Z (cm4)": 7.89,
+ "Radius of Gyration, Y-Y (cm)": 1.67,
+ "Radius of Gyration, Z-Z (cm)": 1.08,
+ "Elastic Modulus, Y-Y (cm3)": 7.49,
+ "Elastic Modulus, Z-Z (cm3)": 5.26,
+ "Plastic Modulus, Y-Y (cm3)": 10.0,
+ "Plastic Modulus, Z-Z (cm3)": 6.8,
+ "Torsional Constant, IT (cm4)": 19.0,
+ "Torsional Constant, Wt (cm3)": 8.67,
+ "Surface Area Per Metre (m2)": 0.147,
+ "Surface Area Per Tonne (m2)": 27.8
+ },
+ "50x30x5.6": {
+ "Is Non-Standard": true,
+ "Mass Per Metre (kg/m)": 5.78,
+ "Area of Section, A (cm2)": 7.37,
+ "Ratio for Local Buckling, cw/t": 5.93,
+ "Ratio for Local Buckling, cf/t": 2.36,
+ "Second Moment of Area, Y-Y (cm4)": 19.7,
+ "Second Moment of Area, Z-Z (cm4)": 8.23,
+ "Radius of Gyration, Y-Y (cm)": 1.64,
+ "Radius of Gyration, Z-Z (cm)": 1.06,
+ "Elastic Modulus, Y-Y (cm3)": 7.89,
+ "Elastic Modulus, Z-Z (cm3)": 5.48,
+ "Plastic Modulus, Y-Y (cm3)": 10.8,
+ "Plastic Modulus, Z-Z (cm3)": 7.25,
+ "Torsional Constant, IT (cm4)": 20.1,
+ "Torsional Constant, Wt (cm3)": 9.05,
+ "Surface Area Per Metre (m2)": 0.146,
+ "Surface Area Per Tonne (m2)": 25.3
+ },
+ "50x30x6.3": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 6.33,
+ "Area of Section, A (cm2)": 8.07,
+ "Ratio for Local Buckling, cw/t": 4.94,
+ "Ratio for Local Buckling, cf/t": 1.76,
+ "Second Moment of Area, Y-Y (cm4)": 20.6,
+ "Second Moment of Area, Z-Z (cm4)": 8.5,
+ "Radius of Gyration, Y-Y (cm)": 1.6,
+ "Radius of Gyration, Z-Z (cm)": 1.03,
+ "Elastic Modulus, Y-Y (cm3)": 8.26,
+ "Elastic Modulus, Z-Z (cm3)": 5.66,
+ "Plastic Modulus, Y-Y (cm3)": 11.5,
+ "Plastic Modulus, Z-Z (cm3)": 7.68,
+ "Torsional Constant, IT (cm4)": 21.1,
+ "Torsional Constant, Wt (cm3)": 9.36,
+ "Surface Area Per Metre (m2)": 0.144,
+ "Surface Area Per Tonne (m2)": 22.7
+ },
+ "60x40x2.9": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 4.22,
+ "Area of Section, A (cm2)": 5.37,
+ "Ratio for Local Buckling, cw/t": 17.7,
+ "Ratio for Local Buckling, cf/t": 10.8,
+ "Second Moment of Area, Y-Y (cm4)": 25.8,
+ "Second Moment of Area, Z-Z (cm4)": 13.5,
+ "Radius of Gyration, Y-Y (cm)": 2.19,
+ "Radius of Gyration, Z-Z (cm)": 1.59,
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+ "Elastic Modulus, Y-Y (cm3)": 1460.0,
+ "Elastic Modulus, Z-Z (cm3)": 1060.0,
+ "Plastic Modulus, Y-Y (cm3)": 1770.0,
+ "Plastic Modulus, Z-Z (cm3)": 1180.0,
+ "Torsional Constant, IT (cm4)": 29600.0,
+ "Torsional Constant, Wt (cm3)": 1770.0,
+ "Surface Area Per Metre (m2)": 1.38,
+ "Surface Area Per Tonne (m2)": 14.7
+ },
+ "450x250x10.0": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 106.0,
+ "Area of Section, A (cm2)": 135.0,
+ "Ratio for Local Buckling, cw/t": 42.0,
+ "Ratio for Local Buckling, cf/t": 22.0,
+ "Second Moment of Area, Y-Y (cm4)": 36900.0,
+ "Second Moment of Area, Z-Z (cm4)": 14800.0,
+ "Radius of Gyration, Y-Y (cm)": 16.5,
+ "Radius of Gyration, Z-Z (cm)": 10.5,
+ "Elastic Modulus, Y-Y (cm3)": 1640.0,
+ "Elastic Modulus, Z-Z (cm3)": 1180.0,
+ "Plastic Modulus, Y-Y (cm3)": 2000.0,
+ "Plastic Modulus, Z-Z (cm3)": 1330.0,
+ "Torsional Constant, IT (cm4)": 33300.0,
+ "Torsional Constant, Wt (cm3)": 1990.0,
+ "Surface Area Per Metre (m2)": 1.37,
+ "Surface Area Per Tonne (m2)": 12.9
+ },
+ "450x250x11.0": {
+ "Is Non-Standard": true,
+ "Mass Per Metre (kg/m)": 116.0,
+ "Area of Section, A (cm2)": 148.0,
+ "Ratio for Local Buckling, cw/t": 37.9,
+ "Ratio for Local Buckling, cf/t": 19.7,
+ "Second Moment of Area, Y-Y (cm4)": 40200.0,
+ "Second Moment of Area, Z-Z (cm4)": 16100.0,
+ "Radius of Gyration, Y-Y (cm)": 16.5,
+ "Radius of Gyration, Z-Z (cm)": 10.4,
+ "Elastic Modulus, Y-Y (cm3)": 1790.0,
+ "Elastic Modulus, Z-Z (cm3)": 1290.0,
+ "Plastic Modulus, Y-Y (cm3)": 2180.0,
+ "Plastic Modulus, Z-Z (cm3)": 1450.0,
+ "Torsional Constant, IT (cm4)": 36300.0,
+ "Torsional Constant, Wt (cm3)": 2160.0,
+ "Surface Area Per Metre (m2)": 1.37,
+ "Surface Area Per Tonne (m2)": 11.8
+ },
+ "450x250x12.5": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 131.0,
+ "Area of Section, A (cm2)": 167.0,
+ "Ratio for Local Buckling, cw/t": 33.0,
+ "Ratio for Local Buckling, cf/t": 17.0,
+ "Second Moment of Area, Y-Y (cm4)": 45000.0,
+ "Second Moment of Area, Z-Z (cm4)": 18000.0,
+ "Radius of Gyration, Y-Y (cm)": 16.4,
+ "Radius of Gyration, Z-Z (cm)": 10.4,
+ "Elastic Modulus, Y-Y (cm3)": 2000.0,
+ "Elastic Modulus, Z-Z (cm3)": 1440.0,
+ "Plastic Modulus, Y-Y (cm3)": 2460.0,
+ "Plastic Modulus, Z-Z (cm3)": 1630.0,
+ "Torsional Constant, IT (cm4)": 40700.0,
+ "Torsional Constant, Wt (cm3)": 2410.0,
+ "Surface Area Per Metre (m2)": 1.37,
+ "Surface Area Per Tonne (m2)": 10.5
+ },
+ "450x250x14.2": {
+ "Is Non-Standard": true,
+ "Mass Per Metre (kg/m)": 148.0,
+ "Area of Section, A (cm2)": 189.0,
+ "Ratio for Local Buckling, cw/t": 28.7,
+ "Ratio for Local Buckling, cf/t": 14.6,
+ "Second Moment of Area, Y-Y (cm4)": 50300.0,
+ "Second Moment of Area, Z-Z (cm4)": 20000.0,
+ "Radius of Gyration, Y-Y (cm)": 16.3,
+ "Radius of Gyration, Z-Z (cm)": 10.3,
+ "Elastic Modulus, Y-Y (cm3)": 2240.0,
+ "Elastic Modulus, Z-Z (cm3)": 1600.0,
+ "Plastic Modulus, Y-Y (cm3)": 2760.0,
+ "Plastic Modulus, Z-Z (cm3)": 1830.0,
+ "Torsional Constant, IT (cm4)": 45600.0,
+ "Torsional Constant, Wt (cm3)": 2680.0,
+ "Surface Area Per Metre (m2)": 1.36,
+ "Surface Area Per Tonne (m2)": 9.19
+ },
+ "450x250x16.0": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 166.0,
+ "Area of Section, A (cm2)": 211.0,
+ "Ratio for Local Buckling, cw/t": 25.1,
+ "Ratio for Local Buckling, cf/t": 12.6,
+ "Second Moment of Area, Y-Y (cm4)": 55700.0,
+ "Second Moment of Area, Z-Z (cm4)": 22000.0,
+ "Radius of Gyration, Y-Y (cm)": 16.2,
+ "Radius of Gyration, Z-Z (cm)": 10.2,
+ "Elastic Modulus, Y-Y (cm3)": 2480.0,
+ "Elastic Modulus, Z-Z (cm3)": 1760.0,
+ "Plastic Modulus, Y-Y (cm3)": 3070.0,
+ "Plastic Modulus, Z-Z (cm3)": 2030.0,
+ "Torsional Constant, IT (cm4)": 50500.0,
+ "Torsional Constant, Wt (cm3)": 2950.0,
+ "Surface Area Per Metre (m2)": 1.36,
+ "Surface Area Per Tonne (m2)": 8.19
+ },
+ "500x200x8.0": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 85.4,
+ "Area of Section, A (cm2)": 109.0,
+ "Ratio for Local Buckling, cw/t": 59.5,
+ "Ratio for Local Buckling, cf/t": 22.0,
+ "Second Moment of Area, Y-Y (cm4)": 34000.0,
+ "Second Moment of Area, Z-Z (cm4)": 8140.0,
+ "Radius of Gyration, Y-Y (cm)": 17.7,
+ "Radius of Gyration, Z-Z (cm)": 8.65,
+ "Elastic Modulus, Y-Y (cm3)": 1360.0,
+ "Elastic Modulus, Z-Z (cm3)": 814.0,
+ "Plastic Modulus, Y-Y (cm3)": 1710.0,
+ "Plastic Modulus, Z-Z (cm3)": 896.0,
+ "Torsional Constant, IT (cm4)": 21100.0,
+ "Torsional Constant, Wt (cm3)": 1430.0,
+ "Surface Area Per Metre (m2)": 1.38,
+ "Surface Area Per Tonne (m2)": 16.2
+ },
+ "500x200x8.8": {
+ "Is Non-Standard": true,
+ "Mass Per Metre (kg/m)": 93.6,
+ "Area of Section, A (cm2)": 119.0,
+ "Ratio for Local Buckling, cw/t": 53.8,
+ "Ratio for Local Buckling, cf/t": 19.7,
+ "Second Moment of Area, Y-Y (cm4)": 37200.0,
+ "Second Moment of Area, Z-Z (cm4)": 8850.0,
+ "Radius of Gyration, Y-Y (cm)": 17.7,
+ "Radius of Gyration, Z-Z (cm)": 8.61,
+ "Elastic Modulus, Y-Y (cm3)": 1490.0,
+ "Elastic Modulus, Z-Z (cm3)": 885.0,
+ "Plastic Modulus, Y-Y (cm3)": 1870.0,
+ "Plastic Modulus, Z-Z (cm3)": 979.0,
+ "Torsional Constant, IT (cm4)": 23000.0,
+ "Torsional Constant, Wt (cm3)": 1560.0,
+ "Surface Area Per Metre (m2)": 1.38,
+ "Surface Area Per Tonne (m2)": 14.7
+ },
+ "500x200x10.0": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 106.0,
+ "Area of Section, A (cm2)": 135.0,
+ "Ratio for Local Buckling, cw/t": 47.0,
+ "Ratio for Local Buckling, cf/t": 17.0,
+ "Second Moment of Area, Y-Y (cm4)": 41800.0,
+ "Second Moment of Area, Z-Z (cm4)": 9890.0,
+ "Radius of Gyration, Y-Y (cm)": 17.6,
+ "Radius of Gyration, Z-Z (cm)": 8.56,
+ "Elastic Modulus, Y-Y (cm3)": 1670.0,
+ "Elastic Modulus, Z-Z (cm3)": 989.0,
+ "Plastic Modulus, Y-Y (cm3)": 2100.0,
+ "Plastic Modulus, Z-Z (cm3)": 1100.0,
+ "Torsional Constant, IT (cm4)": 25900.0,
+ "Torsional Constant, Wt (cm3)": 1740.0,
+ "Surface Area Per Metre (m2)": 1.37,
+ "Surface Area Per Tonne (m2)": 12.9
+ },
+ "500x200x11.0": {
+ "Is Non-Standard": true,
+ "Mass Per Metre (kg/m)": 116.0,
+ "Area of Section, A (cm2)": 148.0,
+ "Ratio for Local Buckling, cw/t": 42.5,
+ "Ratio for Local Buckling, cf/t": 15.2,
+ "Second Moment of Area, Y-Y (cm4)": 45500.0,
+ "Second Moment of Area, Z-Z (cm4)": 10700.0,
+ "Radius of Gyration, Y-Y (cm)": 17.5,
+ "Radius of Gyration, Z-Z (cm)": 8.52,
+ "Elastic Modulus, Y-Y (cm3)": 1820.0,
+ "Elastic Modulus, Z-Z (cm3)": 1070.0,
+ "Plastic Modulus, Y-Y (cm3)": 2300.0,
+ "Plastic Modulus, Z-Z (cm3)": 1200.0,
+ "Torsional Constant, IT (cm4)": 28200.0,
+ "Torsional Constant, Wt (cm3)": 1880.0,
+ "Surface Area Per Metre (m2)": 1.37,
+ "Surface Area Per Tonne (m2)": 11.8
+ },
+ "500x200x12.5": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 131.0,
+ "Area of Section, A (cm2)": 167.0,
+ "Ratio for Local Buckling, cw/t": 37.0,
+ "Ratio for Local Buckling, cf/t": 13.0,
+ "Second Moment of Area, Y-Y (cm4)": 51000.0,
+ "Second Moment of Area, Z-Z (cm4)": 11900.0,
+ "Radius of Gyration, Y-Y (cm)": 17.5,
+ "Radius of Gyration, Z-Z (cm)": 8.45,
+ "Elastic Modulus, Y-Y (cm3)": 2040.0,
+ "Elastic Modulus, Z-Z (cm3)": 1190.0,
+ "Plastic Modulus, Y-Y (cm3)": 2590.0,
+ "Plastic Modulus, Z-Z (cm3)": 1350.0,
+ "Torsional Constant, IT (cm4)": 31500.0,
+ "Torsional Constant, Wt (cm3)": 2100.0,
+ "Surface Area Per Metre (m2)": 1.37,
+ "Surface Area Per Tonne (m2)": 10.5
+ },
+ "500x200x14.2": {
+ "Is Non-Standard": true,
+ "Mass Per Metre (kg/m)": 148.0,
+ "Area of Section, A (cm2)": 189.0,
+ "Ratio for Local Buckling, cw/t": 32.2,
+ "Ratio for Local Buckling, cf/t": 11.1,
+ "Second Moment of Area, Y-Y (cm4)": 56900.0,
+ "Second Moment of Area, Z-Z (cm4)": 13200.0,
+ "Radius of Gyration, Y-Y (cm)": 17.4,
+ "Radius of Gyration, Z-Z (cm)": 8.38,
+ "Elastic Modulus, Y-Y (cm3)": 2280.0,
+ "Elastic Modulus, Z-Z (cm3)": 1320.0,
+ "Plastic Modulus, Y-Y (cm3)": 2900.0,
+ "Plastic Modulus, Z-Z (cm3)": 1500.0,
+ "Torsional Constant, IT (cm4)": 35200.0,
+ "Torsional Constant, Wt (cm3)": 2320.0,
+ "Surface Area Per Metre (m2)": 1.36,
+ "Surface Area Per Tonne (m2)": 9.19
+ },
+ "500x200x16.0": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 166.0,
+ "Area of Section, A (cm2)": 211.0,
+ "Ratio for Local Buckling, cw/t": 28.3,
+ "Ratio for Local Buckling, cf/t": 9.5,
+ "Second Moment of Area, Y-Y (cm4)": 63000.0,
+ "Second Moment of Area, Z-Z (cm4)": 14500.0,
+ "Radius of Gyration, Y-Y (cm)": 17.3,
+ "Radius of Gyration, Z-Z (cm)": 8.3,
+ "Elastic Modulus, Y-Y (cm3)": 2520.0,
+ "Elastic Modulus, Z-Z (cm3)": 1450.0,
+ "Plastic Modulus, Y-Y (cm3)": 3230.0,
+ "Plastic Modulus, Z-Z (cm3)": 1670.0,
+ "Torsional Constant, IT (cm4)": 38900.0,
+ "Torsional Constant, Wt (cm3)": 2550.0,
+ "Surface Area Per Metre (m2)": 1.36,
+ "Surface Area Per Tonne (m2)": 8.19
+ },
+ "500x300x8.0": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 97.9,
+ "Area of Section, A (cm2)": 125.0,
+ "Ratio for Local Buckling, cw/t": 59.5,
+ "Ratio for Local Buckling, cf/t": 34.5,
+ "Second Moment of Area, Y-Y (cm4)": 43700.0,
+ "Second Moment of Area, Z-Z (cm4)": 20000.0,
+ "Radius of Gyration, Y-Y (cm)": 18.7,
+ "Radius of Gyration, Z-Z (cm)": 12.6,
+ "Elastic Modulus, Y-Y (cm3)": 1750.0,
+ "Elastic Modulus, Z-Z (cm3)": 1330.0,
+ "Plastic Modulus, Y-Y (cm3)": 2100.0,
+ "Plastic Modulus, Z-Z (cm3)": 1480.0,
+ "Torsional Constant, IT (cm4)": 42600.0,
+ "Torsional Constant, Wt (cm3)": 2200.0,
+ "Surface Area Per Metre (m2)": 1.58,
+ "Surface Area Per Tonne (m2)": 16.1
+ },
+ "500x300x8.8": {
+ "Is Non-Standard": true,
+ "Mass Per Metre (kg/m)": 107.0,
+ "Area of Section, A (cm2)": 137.0,
+ "Ratio for Local Buckling, cw/t": 53.8,
+ "Ratio for Local Buckling, cf/t": 31.1,
+ "Second Moment of Area, Y-Y (cm4)": 47800.0,
+ "Second Moment of Area, Z-Z (cm4)": 21800.0,
+ "Radius of Gyration, Y-Y (cm)": 18.7,
+ "Radius of Gyration, Z-Z (cm)": 12.6,
+ "Elastic Modulus, Y-Y (cm3)": 1910.0,
+ "Elastic Modulus, Z-Z (cm3)": 1450.0,
+ "Plastic Modulus, Y-Y (cm3)": 2300.0,
+ "Plastic Modulus, Z-Z (cm3)": 1620.0,
+ "Torsional Constant, IT (cm4)": 46600.0,
+ "Torsional Constant, Wt (cm3)": 2400.0,
+ "Surface Area Per Metre (m2)": 1.58,
+ "Surface Area Per Tonne (m2)": 14.8
+ },
+ "500x300x10.0": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 122.0,
+ "Area of Section, A (cm2)": 155.0,
+ "Ratio for Local Buckling, cw/t": 47.0,
+ "Ratio for Local Buckling, cf/t": 27.0,
+ "Second Moment of Area, Y-Y (cm4)": 53800.0,
+ "Second Moment of Area, Z-Z (cm4)": 24400.0,
+ "Radius of Gyration, Y-Y (cm)": 18.6,
+ "Radius of Gyration, Z-Z (cm)": 12.6,
+ "Elastic Modulus, Y-Y (cm3)": 2150.0,
+ "Elastic Modulus, Z-Z (cm3)": 1630.0,
+ "Plastic Modulus, Y-Y (cm3)": 2600.0,
+ "Plastic Modulus, Z-Z (cm3)": 1830.0,
+ "Torsional Constant, IT (cm4)": 52400.0,
+ "Torsional Constant, Wt (cm3)": 2700.0,
+ "Surface Area Per Metre (m2)": 1.57,
+ "Surface Area Per Tonne (m2)": 12.9
+ },
+ "500x300x11.0": {
+ "Is Non-Standard": true,
+ "Mass Per Metre (kg/m)": 133.0,
+ "Area of Section, A (cm2)": 170.0,
+ "Ratio for Local Buckling, cw/t": 42.5,
+ "Ratio for Local Buckling, cf/t": 24.3,
+ "Second Moment of Area, Y-Y (cm4)": 58600.0,
+ "Second Moment of Area, Z-Z (cm4)": 26600.0,
+ "Radius of Gyration, Y-Y (cm)": 18.6,
+ "Radius of Gyration, Z-Z (cm)": 12.5,
+ "Elastic Modulus, Y-Y (cm3)": 2350.0,
+ "Elastic Modulus, Z-Z (cm3)": 1770.0,
+ "Plastic Modulus, Y-Y (cm3)": 2840.0,
+ "Plastic Modulus, Z-Z (cm3)": 2000.0,
+ "Torsional Constant, IT (cm4)": 57300.0,
+ "Torsional Constant, Wt (cm3)": 2930.0,
+ "Surface Area Per Metre (m2)": 1.57,
+ "Surface Area Per Tonne (m2)": 11.8
+ },
+ "500x300x12.5": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 151.0,
+ "Area of Section, A (cm2)": 192.0,
+ "Ratio for Local Buckling, cw/t": 37.0,
+ "Ratio for Local Buckling, cf/t": 21.0,
+ "Second Moment of Area, Y-Y (cm4)": 65800.0,
+ "Second Moment of Area, Z-Z (cm4)": 29800.0,
+ "Radius of Gyration, Y-Y (cm)": 18.5,
+ "Radius of Gyration, Z-Z (cm)": 12.5,
+ "Elastic Modulus, Y-Y (cm3)": 2630.0,
+ "Elastic Modulus, Z-Z (cm3)": 1980.0,
+ "Plastic Modulus, Y-Y (cm3)": 3200.0,
+ "Plastic Modulus, Z-Z (cm3)": 2240.0,
+ "Torsional Constant, IT (cm4)": 64400.0,
+ "Torsional Constant, Wt (cm3)": 3280.0,
+ "Surface Area Per Metre (m2)": 1.57,
+ "Surface Area Per Tonne (m2)": 10.4
+ },
+ "500x300x14.2": {
+ "Is Non-Standard": true,
+ "Mass Per Metre (kg/m)": 170.0,
+ "Area of Section, A (cm2)": 217.0,
+ "Ratio for Local Buckling, cw/t": 32.2,
+ "Ratio for Local Buckling, cf/t": 18.1,
+ "Second Moment of Area, Y-Y (cm4)": 73700.0,
+ "Second Moment of Area, Z-Z (cm4)": 33200.0,
+ "Radius of Gyration, Y-Y (cm)": 18.4,
+ "Radius of Gyration, Z-Z (cm)": 12.4,
+ "Elastic Modulus, Y-Y (cm3)": 2950.0,
+ "Elastic Modulus, Z-Z (cm3)": 2220.0,
+ "Plastic Modulus, Y-Y (cm3)": 3590.0,
+ "Plastic Modulus, Z-Z (cm3)": 2520.0,
+ "Torsional Constant, IT (cm4)": 72200.0,
+ "Torsional Constant, Wt (cm3)": 3660.0,
+ "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/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 Gyration, i (cm)": 1.5,
+ "Elastic Modulus, Wel (cm3)": 4.89,
+ "Plastic Modulus, Wpl (cm3)": 5.97,
+ "Torsional Constant, IT (cm4)": 15.7,
+ "Torsional Constant, Wt (cm3)": 7.1,
+ "Surface Area Per Metre (m2)": 0.152,
+ "Surface Area Per Tonne (m2)": 44.6
+ },
+ "40x40x3.2": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 3.61,
+ "Area of Section, A (cm2)": 4.6,
+ "Ratio for Local Buckling, c/t": 9.5,
+ "Second Moment of Area, I (cm4)": 10.2,
+ "Radius of Gyration, i (cm)": 1.49,
+ "Elastic Modulus, Wel (cm3)": 5.11,
+ "Plastic Modulus, Wpl (cm3)": 6.28,
+ "Torsional Constant, IT (cm4)": 16.5,
+ "Torsional Constant, Wt (cm3)": 7.42,
+ "Surface Area Per Metre (m2)": 0.152,
+ "Surface Area Per Tonne (m2)": 42.1
+ },
+ "40x40x3.6": {
+ "Is Non-Standard": true,
+ "Mass Per Metre (kg/m)": 4.01,
+ "Area of Section, A (cm2)": 5.1,
+ "Ratio for Local Buckling, c/t": 8.11,
+ "Second Moment of Area, I (cm4)": 11.1,
+ "Radius of Gyration, i (cm)": 1.47,
+ "Elastic Modulus, Wel (cm3)": 5.54,
+ "Plastic Modulus, Wpl (cm3)": 6.88,
+ "Torsional Constant, IT (cm4)": 18.1,
+ "Torsional Constant, Wt (cm3)": 8.01,
+ "Surface Area Per Metre (m2)": 0.151,
+ "Surface Area Per Tonne (m2)": 37.7
+ },
+ "40x40x4.0": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 4.39,
+ "Area of Section, A (cm2)": 5.59,
+ "Ratio for Local Buckling, c/t": 7.0,
+ "Second Moment of Area, I (cm4)": 11.8,
+ "Radius of Gyration, i (cm)": 1.45,
+ "Elastic Modulus, Wel (cm3)": 5.91,
+ "Plastic Modulus, Wpl (cm3)": 7.44,
+ "Torsional Constant, IT (cm4)": 19.5,
+ "Torsional Constant, Wt (cm3)": 8.54,
+ "Surface Area Per Metre (m2)": 0.15,
+ "Surface Area Per Tonne (m2)": 34.2
+ },
+ "40x40x5.0": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 5.28,
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+ "Surface Area Per Metre (m2)": 0.968,
+ "Surface Area Per Tonne (m2)": 10.5
+ },
+ "250x250x14.2": {
+ "Is Non-Standard": true,
+ "Mass Per Metre (kg/m)": 103.0,
+ "Area of Section, A (cm2)": 132.0,
+ "Ratio for Local Buckling, c/t": 14.6,
+ "Second Moment of Area, I (cm4)": 12100.0,
+ "Radius of Gyration, i (cm)": 9.58,
+ "Elastic Modulus, Wel (cm3)": 967.0,
+ "Plastic Modulus, Wpl (cm3)": 1160.0,
+ "Torsional Constant, IT (cm4)": 19100.0,
+ "Torsional Constant, Wt (cm3)": 1410.0,
+ "Surface Area Per Metre (m2)": 0.963,
+ "Surface Area Per Tonne (m2)": 9.35
+ },
+ "250x250x16.0": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 115.0,
+ "Area of Section, A (cm2)": 147.0,
+ "Ratio for Local Buckling, c/t": 12.6,
+ "Second Moment of Area, I (cm4)": 13300.0,
+ "Radius of Gyration, i (cm)": 9.5,
+ "Elastic Modulus, Wel (cm3)": 1060.0,
+ "Plastic Modulus, Wpl (cm3)": 1280.0,
+ "Torsional Constant, IT (cm4)": 21100.0,
+ "Torsional Constant, Wt (cm3)": 1550.0,
+ "Surface Area Per Metre (m2)": 0.959,
+ "Surface Area Per Tonne (m2)": 8.34
+ },
+ "260x260x7.1": {
+ "Is Non-Standard": true,
+ "Mass Per Metre (kg/m)": 56.0,
+ "Area of Section, A (cm2)": 71.3,
+ "Ratio for Local Buckling, c/t": 33.6,
+ "Second Moment of Area, I (cm4)": 7570.0,
+ "Radius of Gyration, i (cm)": 10.3,
+ "Elastic Modulus, Wel (cm3)": 582.0,
+ "Plastic Modulus, Wpl (cm3)": 674.0,
+ "Torsional Constant, IT (cm4)": 11600.0,
+ "Torsional Constant, Wt (cm3)": 861.0,
+ "Surface Area Per Metre (m2)": 1.02,
+ "Surface Area Per Tonne (m2)": 18.2
+ },
+ "260x260x8.0": {
+ "Is Non-Standard": true,
+ "Mass Per Metre (kg/m)": 62.8,
+ "Area of Section, A (cm2)": 80.0,
+ "Ratio for Local Buckling, c/t": 29.5,
+ "Second Moment of Area, I (cm4)": 8420.0,
+ "Radius of Gyration, i (cm)": 10.3,
+ "Elastic Modulus, Wel (cm3)": 648.0,
+ "Plastic Modulus, Wpl (cm3)": 753.0,
+ "Torsional Constant, IT (cm4)": 13000.0,
+ "Torsional Constant, Wt (cm3)": 956.0,
+ "Surface Area Per Metre (m2)": 1.02,
+ "Surface Area Per Tonne (m2)": 16.2
+ },
+ "260x260x8.8": {
+ "Is Non-Standard": true,
+ "Mass Per Metre (kg/m)": 68.8,
+ "Area of Section, A (cm2)": 87.6,
+ "Ratio for Local Buckling, c/t": 26.5,
+ "Second Moment of Area, I (cm4)": 9160.0,
+ "Radius of Gyration, i (cm)": 10.2,
+ "Elastic Modulus, Wel (cm3)": 705.0,
+ "Plastic Modulus, Wpl (cm3)": 822.0,
+ "Torsional Constant, IT (cm4)": 14200.0,
+ "Torsional Constant, Wt (cm3)": 1040.0,
+ "Surface Area Per Metre (m2)": 1.02,
+ "Surface Area Per Tonne (m2)": 14.8
+ },
+ "260x260x10.0": {
+ "Is Non-Standard": true,
+ "Mass Per Metre (kg/m)": 77.7,
+ "Area of Section, A (cm2)": 98.9,
+ "Ratio for Local Buckling, c/t": 23.0,
+ "Second Moment of Area, I (cm4)": 10200.0,
+ "Radius of Gyration, i (cm)": 10.2,
+ "Elastic Modulus, Wel (cm3)": 788.0,
+ "Plastic Modulus, Wpl (cm3)": 924.0,
+ "Torsional Constant, IT (cm4)": 15900.0,
+ "Torsional Constant, Wt (cm3)": 1160.0,
+ "Surface Area Per Metre (m2)": 1.01,
+ "Surface Area Per Tonne (m2)": 13.0
+ },
+ "260x260x11.0": {
+ "Is Non-Standard": true,
+ "Mass Per Metre (kg/m)": 85.0,
+ "Area of Section, A (cm2)": 108.0,
+ "Ratio for Local Buckling, c/t": 20.6,
+ "Second Moment of Area, I (cm4)": 11100.0,
+ "Radius of Gyration, i (cm)": 10.1,
+ "Elastic Modulus, Wel (cm3)": 855.0,
+ "Plastic Modulus, Wpl (cm3)": 1010.0,
+ "Torsional Constant, IT (cm4)": 17300.0,
+ "Torsional Constant, Wt (cm3)": 1260.0,
+ "Surface Area Per Metre (m2)": 1.01,
+ "Surface Area Per Tonne (m2)": 11.9
+ },
+ "260x260x12.5": {
+ "Is Non-Standard": true,
+ "Mass Per Metre (kg/m)": 95.8,
+ "Area of Section, A (cm2)": 122.0,
+ "Ratio for Local Buckling, c/t": 17.8,
+ "Second Moment of Area, I (cm4)": 12400.0,
+ "Radius of Gyration, i (cm)": 10.1,
+ "Elastic Modulus, Wel (cm3)": 951.0,
+ "Plastic Modulus, Wpl (cm3)": 1130.0,
+ "Torsional Constant, IT (cm4)": 19400.0,
+ "Torsional Constant, Wt (cm3)": 1390.0,
+ "Surface Area Per Metre (m2)": 1.01,
+ "Surface Area Per Tonne (m2)": 10.5
+ },
+ "260x260x14.2": {
+ "Is Non-Standard": true,
+ "Mass Per Metre (kg/m)": 108.0,
+ "Area of Section, A (cm2)": 137.0,
+ "Ratio for Local Buckling, c/t": 15.3,
+ "Second Moment of Area, I (cm4)": 13700.0,
+ "Radius of Gyration, i (cm)": 9.99,
+ "Elastic Modulus, Wel (cm3)": 1060.0,
+ "Plastic Modulus, Wpl (cm3)": 1260.0,
+ "Torsional Constant, IT (cm4)": 21700.0,
+ "Torsional Constant, Wt (cm3)": 1540.0,
+ "Surface Area Per Metre (m2)": 1.0,
+ "Surface Area Per Tonne (m2)": 9.26
+ },
+ "260x260x16.0": {
+ "Is Non-Standard": true,
+ "Mass Per Metre (kg/m)": 120.0,
+ "Area of Section, A (cm2)": 153.0,
+ "Ratio for Local Buckling, c/t": 13.3,
+ "Second Moment of Area, I (cm4)": 15100.0,
+ "Radius of Gyration, i (cm)": 9.91,
+ "Elastic Modulus, Wel (cm3)": 1160.0,
+ "Plastic Modulus, Wpl (cm3)": 1390.0,
+ "Torsional Constant, IT (cm4)": 23900.0,
+ "Torsional Constant, Wt (cm3)": 1690.0,
+ "Surface Area Per Metre (m2)": 0.999,
+ "Surface Area Per Tonne (m2)": 8.33
+ },
+ "300x300x6.3": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 57.8,
+ "Area of Section, A (cm2)": 73.6,
+ "Ratio for Local Buckling, c/t": 44.6,
+ "Second Moment of Area, I (cm4)": 10500.0,
+ "Radius of Gyration, i (cm)": 12.0,
+ "Elastic Modulus, Wel (cm3)": 703.0,
+ "Plastic Modulus, Wpl (cm3)": 809.0,
+ "Torsional Constant, IT (cm4)": 16100.0,
+ "Torsional Constant, Wt (cm3)": 1040.0,
+ "Surface Area Per Metre (m2)": 1.18,
+ "Surface Area Per Tonne (m2)": 20.4
+ },
+ "300x300x7.1": {
+ "Is Non-Standard": true,
+ "Mass Per Metre (kg/m)": 64.9,
+ "Area of Section, A (cm2)": 82.6,
+ "Ratio for Local Buckling, c/t": 39.3,
+ "Second Moment of Area, I (cm4)": 11800.0,
+ "Radius of Gyration, i (cm)": 11.9,
+ "Elastic Modulus, Wel (cm3)": 785.0,
+ "Plastic Modulus, Wpl (cm3)": 906.0,
+ "Torsional Constant, IT (cm4)": 18100.0,
+ "Torsional Constant, Wt (cm3)": 1160.0,
+ "Surface Area Per Metre (m2)": 1.18,
+ "Surface Area Per Tonne (m2)": 18.2
+ },
+ "300x300x8.0": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 72.8,
+ "Area of Section, A (cm2)": 92.8,
+ "Ratio for Local Buckling, c/t": 34.5,
+ "Second Moment of Area, I (cm4)": 13100.0,
+ "Radius of Gyration, i (cm)": 11.9,
+ "Elastic Modulus, Wel (cm3)": 875.0,
+ "Plastic Modulus, Wpl (cm3)": 1010.0,
+ "Torsional Constant, IT (cm4)": 20200.0,
+ "Torsional Constant, Wt (cm3)": 1290.0,
+ "Surface Area Per Metre (m2)": 1.18,
+ "Surface Area Per Tonne (m2)": 16.2
+ },
+ "300x300x8.8": {
+ "Is Non-Standard": true,
+ "Mass Per Metre (kg/m)": 79.8,
+ "Area of Section, A (cm2)": 102.0,
+ "Ratio for Local Buckling, c/t": 31.1,
+ "Second Moment of Area, I (cm4)": 14300.0,
+ "Radius of Gyration, i (cm)": 11.9,
+ "Elastic Modulus, Wel (cm3)": 954.0,
+ "Plastic Modulus, Wpl (cm3)": 1110.0,
+ "Torsional Constant, IT (cm4)": 22100.0,
+ "Torsional Constant, Wt (cm3)": 1410.0,
+ "Surface Area Per Metre (m2)": 1.18,
+ "Surface Area Per Tonne (m2)": 14.8
+ },
+ "300x300x10.0": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 90.2,
+ "Area of Section, A (cm2)": 115.0,
+ "Ratio for Local Buckling, c/t": 27.0,
+ "Second Moment of Area, I (cm4)": 16000.0,
+ "Radius of Gyration, i (cm)": 11.8,
+ "Elastic Modulus, Wel (cm3)": 1070.0,
+ "Plastic Modulus, Wpl (cm3)": 1250.0,
+ "Torsional Constant, IT (cm4)": 24800.0,
+ "Torsional Constant, Wt (cm3)": 1580.0,
+ "Surface Area Per Metre (m2)": 1.17,
+ "Surface Area Per Tonne (m2)": 13.0
+ },
+ "300x300x11.0": {
+ "Is Non-Standard": true,
+ "Mass Per Metre (kg/m)": 98.8,
+ "Area of Section, A (cm2)": 126.0,
+ "Ratio for Local Buckling, c/t": 24.3,
+ "Second Moment of Area, I (cm4)": 17400.0,
+ "Radius of Gyration, i (cm)": 11.8,
+ "Elastic Modulus, Wel (cm3)": 1160.0,
+ "Plastic Modulus, Wpl (cm3)": 1360.0,
+ "Torsional Constant, IT (cm4)": 27000.0,
+ "Torsional Constant, Wt (cm3)": 1710.0,
+ "Surface Area Per Metre (m2)": 1.17,
+ "Surface Area Per Tonne (m2)": 11.8
+ },
+ "300x300x12.5": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 112.0,
+ "Area of Section, A (cm2)": 142.0,
+ "Ratio for Local Buckling, c/t": 21.0,
+ "Second Moment of Area, I (cm4)": 19400.0,
+ "Radius of Gyration, i (cm)": 11.7,
+ "Elastic Modulus, Wel (cm3)": 1300.0,
+ "Plastic Modulus, Wpl (cm3)": 1520.0,
+ "Torsional Constant, IT (cm4)": 30300.0,
+ "Torsional Constant, Wt (cm3)": 1900.0,
+ "Surface Area Per Metre (m2)": 1.17,
+ "Surface Area Per Tonne (m2)": 10.4
+ },
+ "300x300x14.2": {
+ "Is Non-Standard": true,
+ "Mass Per Metre (kg/m)": 126.0,
+ "Area of Section, A (cm2)": 160.0,
+ "Ratio for Local Buckling, c/t": 18.1,
+ "Second Moment of Area, I (cm4)": 21600.0,
+ "Radius of Gyration, i (cm)": 11.6,
+ "Elastic Modulus, Wel (cm3)": 1440.0,
+ "Plastic Modulus, Wpl (cm3)": 1710.0,
+ "Torsional Constant, IT (cm4)": 33900.0,
+ "Torsional Constant, Wt (cm3)": 2110.0,
+ "Surface Area Per Metre (m2)": 1.16,
+ "Surface Area Per Tonne (m2)": 9.21
+ },
+ "300x300x16.0": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 141.0,
+ "Area of Section, A (cm2)": 179.0,
+ "Ratio for Local Buckling, c/t": 15.8,
+ "Second Moment of Area, I (cm4)": 23800.0,
+ "Radius of Gyration, i (cm)": 11.5,
+ "Elastic Modulus, Wel (cm3)": 1590.0,
+ "Plastic Modulus, Wpl (cm3)": 1900.0,
+ "Torsional Constant, IT (cm4)": 37600.0,
+ "Torsional Constant, Wt (cm3)": 2320.0,
+ "Surface Area Per Metre (m2)": 1.16,
+ "Surface Area Per Tonne (m2)": 8.23
+ },
+ "350x350x8.0": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 85.4,
+ "Area of Section, A (cm2)": 109.0,
+ "Ratio for Local Buckling, c/t": 40.8,
+ "Second Moment of Area, I (cm4)": 21100.0,
+ "Radius of Gyration, i (cm)": 13.9,
+ "Elastic Modulus, Wel (cm3)": 1210.0,
+ "Plastic Modulus, Wpl (cm3)": 1390.0,
+ "Torsional Constant, IT (cm4)": 32400.0,
+ "Torsional Constant, Wt (cm3)": 1790.0,
+ "Surface Area Per Metre (m2)": 1.38,
+ "Surface Area Per Tonne (m2)": 16.2
+ },
+ "350x350x8.8": {
+ "Is Non-Standard": true,
+ "Mass Per Metre (kg/m)": 93.6,
+ "Area of Section, A (cm2)": 119.0,
+ "Ratio for Local Buckling, c/t": 36.8,
+ "Second Moment of Area, I (cm4)": 23100.0,
+ "Radius of Gyration, i (cm)": 13.9,
+ "Elastic Modulus, Wel (cm3)": 1320.0,
+ "Plastic Modulus, Wpl (cm3)": 1520.0,
+ "Torsional Constant, IT (cm4)": 35400.0,
+ "Torsional Constant, Wt (cm3)": 1950.0,
+ "Surface Area Per Metre (m2)": 1.38,
+ "Surface Area Per Tonne (m2)": 14.7
+ },
+ "350x350x10.0": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 106.0,
+ "Area of Section, A (cm2)": 135.0,
+ "Ratio for Local Buckling, c/t": 32.0,
+ "Second Moment of Area, I (cm4)": 25900.0,
+ "Radius of Gyration, i (cm)": 13.9,
+ "Elastic Modulus, Wel (cm3)": 1480.0,
+ "Plastic Modulus, Wpl (cm3)": 1720.0,
+ "Torsional Constant, IT (cm4)": 39900.0,
+ "Torsional Constant, Wt (cm3)": 2180.0,
+ "Surface Area Per Metre (m2)": 1.37,
+ "Surface Area Per Tonne (m2)": 12.9
+ },
+ "350x350x11.0": {
+ "Is Non-Standard": true,
+ "Mass Per Metre (kg/m)": 116.0,
+ "Area of Section, A (cm2)": 148.0,
+ "Ratio for Local Buckling, c/t": 28.8,
+ "Second Moment of Area, I (cm4)": 28200.0,
+ "Radius of Gyration, i (cm)": 13.8,
+ "Elastic Modulus, Wel (cm3)": 1610.0,
+ "Plastic Modulus, Wpl (cm3)": 1870.0,
+ "Torsional Constant, IT (cm4)": 43500.0,
+ "Torsional Constant, Wt (cm3)": 2380.0,
+ "Surface Area Per Metre (m2)": 1.37,
+ "Surface Area Per Tonne (m2)": 11.8
+ },
+ "350x350x12.5": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 131.0,
+ "Area of Section, A (cm2)": 167.0,
+ "Ratio for Local Buckling, c/t": 25.0,
+ "Second Moment of Area, I (cm4)": 31500.0,
+ "Radius of Gyration, i (cm)": 13.7,
+ "Elastic Modulus, Wel (cm3)": 1800.0,
+ "Plastic Modulus, Wpl (cm3)": 2110.0,
+ "Torsional Constant, IT (cm4)": 48900.0,
+ "Torsional Constant, Wt (cm3)": 2650.0,
+ "Surface Area Per Metre (m2)": 1.37,
+ "Surface Area Per Tonne (m2)": 10.5
+ },
+ "350x350x14.2": {
+ "Is Non-Standard": true,
+ "Mass Per Metre (kg/m)": 148.0,
+ "Area of Section, A (cm2)": 189.0,
+ "Ratio for Local Buckling, c/t": 21.6,
+ "Second Moment of Area, I (cm4)": 35200.0,
+ "Radius of Gyration, i (cm)": 13.7,
+ "Elastic Modulus, Wel (cm3)": 2010.0,
+ "Plastic Modulus, Wpl (cm3)": 2360.0,
+ "Torsional Constant, IT (cm4)": 54900.0,
+ "Torsional Constant, Wt (cm3)": 2960.0,
+ "Surface Area Per Metre (m2)": 1.36,
+ "Surface Area Per Tonne (m2)": 9.19
+ },
+ "350x350x16.0": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 166.0,
+ "Area of Section, A (cm2)": 211.0,
+ "Ratio for Local Buckling, c/t": 18.9,
+ "Second Moment of Area, I (cm4)": 38900.0,
+ "Radius of Gyration, i (cm)": 13.6,
+ "Elastic Modulus, Wel (cm3)": 2220.0,
+ "Plastic Modulus, Wpl (cm3)": 2630.0,
+ "Torsional Constant, IT (cm4)": 61000.0,
+ "Torsional Constant, Wt (cm3)": 3260.0,
+ "Surface Area Per Metre (m2)": 1.36,
+ "Surface Area Per Tonne (m2)": 8.19
+ },
+ "400x400x8.0": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 97.9,
+ "Area of Section, A (cm2)": 125.0,
+ "Ratio for Local Buckling, c/t": 47.0,
+ "Second Moment of Area, I (cm4)": 31900.0,
+ "Radius of Gyration, i (cm)": 16.0,
+ "Elastic Modulus, Wel (cm3)": 1590.0,
+ "Plastic Modulus, Wpl (cm3)": 1830.0,
+ "Torsional Constant, IT (cm4)": 48700.0,
+ "Torsional Constant, Wt (cm3)": 2360.0,
+ "Surface Area Per Metre (m2)": 1.58,
+ "Surface Area Per Tonne (m2)": 16.1
+ },
+ "400x400x8.8": {
+ "Is Non-Standard": true,
+ "Mass Per Metre (kg/m)": 107.0,
+ "Area of Section, A (cm2)": 137.0,
+ "Ratio for Local Buckling, c/t": 42.5,
+ "Second Moment of Area, I (cm4)": 34800.0,
+ "Radius of Gyration, i (cm)": 15.9,
+ "Elastic Modulus, Wel (cm3)": 1740.0,
+ "Plastic Modulus, Wpl (cm3)": 2000.0,
+ "Torsional Constant, IT (cm4)": 53300.0,
+ "Torsional Constant, Wt (cm3)": 2580.0,
+ "Surface Area Per Metre (m2)": 1.58,
+ "Surface Area Per Tonne (m2)": 14.8
+ },
+ "400x400x10.0": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 122.0,
+ "Area of Section, A (cm2)": 155.0,
+ "Ratio for Local Buckling, c/t": 37.0,
+ "Second Moment of Area, I (cm4)": 39100.0,
+ "Radius of Gyration, i (cm)": 15.9,
+ "Elastic Modulus, Wel (cm3)": 1960.0,
+ "Plastic Modulus, Wpl (cm3)": 2260.0,
+ "Torsional Constant, IT (cm4)": 60100.0,
+ "Torsional Constant, Wt (cm3)": 2900.0,
+ "Surface Area Per Metre (m2)": 1.57,
+ "Surface Area Per Tonne (m2)": 12.9
+ },
+ "400x400x11.0": {
+ "Is Non-Standard": true,
+ "Mass Per Metre (kg/m)": 133.0,
+ "Area of Section, A (cm2)": 170.0,
+ "Ratio for Local Buckling, c/t": 33.4,
+ "Second Moment of Area, I (cm4)": 42700.0,
+ "Radius of Gyration, i (cm)": 15.8,
+ "Elastic Modulus, Wel (cm3)": 2130.0,
+ "Plastic Modulus, Wpl (cm3)": 2470.0,
+ "Torsional Constant, IT (cm4)": 65700.0,
+ "Torsional Constant, Wt (cm3)": 3150.0,
+ "Surface Area Per Metre (m2)": 1.57,
+ "Surface Area Per Tonne (m2)": 11.8
+ },
+ "400x400x12.5": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 151.0,
+ "Area of Section, A (cm2)": 192.0,
+ "Ratio for Local Buckling, c/t": 29.0,
+ "Second Moment of Area, I (cm4)": 47800.0,
+ "Radius of Gyration, i (cm)": 15.8,
+ "Elastic Modulus, Wel (cm3)": 2390.0,
+ "Plastic Modulus, Wpl (cm3)": 2780.0,
+ "Torsional Constant, IT (cm4)": 73900.0,
+ "Torsional Constant, Wt (cm3)": 3530.0,
+ "Surface Area Per Metre (m2)": 1.57,
+ "Surface Area Per Tonne (m2)": 10.4
+ },
+ "400x400x14.2": {
+ "Is Non-Standard": true,
+ "Mass Per Metre (kg/m)": 170.0,
+ "Area of Section, A (cm2)": 217.0,
+ "Ratio for Local Buckling, c/t": 25.2,
+ "Second Moment of Area, I (cm4)": 53500.0,
+ "Radius of Gyration, i (cm)": 15.7,
+ "Elastic Modulus, Wel (cm3)": 2680.0,
+ "Plastic Modulus, Wpl (cm3)": 3130.0,
+ "Torsional Constant, IT (cm4)": 83000.0,
+ "Torsional Constant, Wt (cm3)": 3940.0,
+ "Surface Area Per Metre (m2)": 1.56,
+ "Surface Area Per Tonne (m2)": 9.18
+ },
+ "400x400x16.0": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 191.0,
+ "Area of Section, A (cm2)": 243.0,
+ "Ratio for Local Buckling, c/t": 22.0,
+ "Second Moment of Area, I (cm4)": 59300.0,
+ "Radius of Gyration, i (cm)": 15.6,
+ "Elastic Modulus, Wel (cm3)": 2970.0,
+ "Plastic Modulus, Wpl (cm3)": 3480.0,
+ "Torsional Constant, IT (cm4)": 92400.0,
+ "Torsional Constant, Wt (cm3)": 4360.0,
+ "Surface Area Per Metre (m2)": 1.56,
+ "Surface Area Per Tonne (m2)": 8.17
+ }
+}
\ No newline at end of file
diff --git a/src/.d/bluebook/properties/pfc.json b/src/.d/bluebook/properties/pfc.json
new file mode 100644
index 0000000..959c0de
--- /dev/null
+++ b/src/.d/bluebook/properties/pfc.json
@@ -0,0 +1,498 @@
+{
+ "430x100x64": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 64.4,
+ "Depth of Section, h (mm)": 430.0,
+ "Width of Section, b (mm)": 100.0,
+ "Web Thickness, tw (mm)": 11.0,
+ "Flange Thickness, tf (mm)": 19.0,
+ "Root Radius, r (mm)": 15.0,
+ "Depth Between Fillets, d (mm)": 362.0,
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+ "Area of Section, A (cm2)": 18.8
+ },
+ "100x50x10": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 10.2,
+ "Depth of Section, h (mm)": 100.0,
+ "Width of Section, b (mm)": 50.0,
+ "Web Thickness, tw (mm)": 5.0,
+ "Flange Thickness, tf (mm)": 8.5,
+ "Root Radius, r (mm)": 9.0,
+ "Depth Between Fillets, d (mm)": 65.0,
+ "Ratios for Local Web Buckling, cw/tw": 13.0,
+ "Ratios for Local Flange Buckling, cf/tf": 4.24,
+ "Distance, e0 (cm)": 1.93,
+ "End Clearance Dimension for Detailing, C (mm)": 7.0,
+ "Longitudinal Notch Dimension, N (mm)": 52.0,
+ "Vertical Notch Dimension, n (mm)": 18.0,
+ "Surface Area Per Metre (m2)": 0.382,
+ "Surface Area Per Tonne (m2)": 37.5,
+ "Second Moment of Area, Y-Y (cm4)": 208.0,
+ "Second Moment of Area, Z-Z (cm4)": 32.3,
+ "Radius of Gyration, Y-Y (cm)": 4.0,
+ "Radius of Gyration, Z-Z (cm)": 1.58,
+ "Elastic Modulus, Y-Y (cm3)": 41.5,
+ "Elastic Modulus, Z-Z (cm3)": 9.89,
+ "Plastic Modulus, Y-Y (cm3)": 48.9,
+ "Plastic Modulus, Z-Z (cm3)": 17.5,
+ "Buckling Parameter, U": 0.942,
+ "Torsional Index, X": 10.0,
+ "Warping Constant, Iw (dm6)": 0.000491,
+ "Torsional Constant, IT (cm4)": 2.53,
+ "Area of Section, A (cm2)": 13.0
+ }
+}
\ No newline at end of file
diff --git a/src/.d/bluebook/properties/t-split-from-ub.json 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 Modulus, Z-Z (cm3)": 271.0,
+ "Buckling Parameter, U": 0.651,
+ "Torsional Index, X": 21.9,
+ "Mono-Symmetry Index, \u03c8": 0.74,
+ "Warping Constant, Iw (cm6)": 2090.0,
+ "Torsional Constant, IT (cm4)": 57.9,
+ "Area of Section, A (cm2)": 79.7
+ },
+ "305x305x119": {
+ "Is Non-Standard": false,
+ "Cut from Universal Beam (Section Designation)": "610x305x238",
+ "Mass Per Metre (kg/m)": 119.0,
+ "Width of Section, b (mm)": 311.4,
+ "Depth of Section, h (mm)": 317.9,
+ "Web Thickness, tw (mm)": 18.4,
+ "Flange Thickness, tf (mm)": 31.4,
+ "Root Radius, r (mm)": 16.5,
+ "Ratios for Local Web Buckling, cw/tw": 17.3,
+ "Ratios for Local Flange Buckling, cf/tf": 4.1,
+ "Dimension, cy (cm)": 7.1,
+ "Second Moment of Area, Y-Y (cm4)": 12400.0,
+ "Second Moment of Area, Z-Z (cm4)": 7920.0,
+ "Radius of Gyration, Y-Y (cm)": 9.03,
+ "Radius of Gyration, Z-Z (cm)": 7.23,
+ "Elastic Modulus of Flange, Y-Y (cm3)": 1740.0,
+ "Elastic Modulus of Toe, Y-Y (cm3)": 501.0,
+ "Elastic Modulus of Toe, Z-Z (cm3)": 509.0,
+ "Plastic Modulus, Y-Y (cm3)": 894.0,
+ "Plastic Modulus, Z-Z (cm3)": 787.0,
+ "Buckling Parameter, U": 0.483,
+ "Torsional Index, X": 10.6,
+ "Mono-Symmetry Index, \u03c8": 0.662,
+ "Warping Constant, Iw (cm6)": 11300.0,
+ "Torsional Constant, IT (cm4)": 391.0,
+ "Area of Section, A (cm2)": 152.0
+ },
+ "305x305x90": {
+ "Is Non-Standard": false,
+ "Cut from Universal Beam (Section Designation)": "610x305x179",
+ "Mass Per Metre (kg/m)": 89.5,
+ "Width of Section, b (mm)": 307.1,
+ "Depth of Section, h (mm)": 310.0,
+ "Web Thickness, tw (mm)": 14.1,
+ "Flange Thickness, tf (mm)": 23.6,
+ "Root Radius, r (mm)": 16.5,
+ "Ratios for Local Web Buckling, cw/tw": 22.0,
+ "Ratios for Local Flange Buckling, cf/tf": 5.5,
+ "Dimension, cy (cm)": 6.7,
+ "Second Moment of Area, Y-Y (cm4)": 9040.0,
+ "Second Moment of Area, Z-Z (cm4)": 5700.0,
+ "Radius of Gyration, Y-Y (cm)": 8.91,
+ "Radius of Gyration, Z-Z (cm)": 7.07,
+ "Elastic Modulus of Flange, Y-Y (cm3)": 1350.0,
+ "Elastic Modulus of Toe, Y-Y (cm3)": 372.0,
+ "Elastic Modulus of Toe, Z-Z (cm3)": 371.0,
+ "Plastic Modulus, Y-Y (cm3)": 656.0,
+ "Plastic Modulus, Z-Z (cm3)": 572.0,
+ "Buckling Parameter, U": 0.484,
+ "Torsional Index, X": 13.8,
+ "Mono-Symmetry Index, \u03c8": 0.664,
+ "Warping Constant, Iw (cm6)": 4710.0,
+ "Torsional Constant, IT (cm4)": 170.0,
+ "Area of Section, A (cm2)": 114.0
+ },
+ "305x305x75": {
+ "Is Non-Standard": false,
+ "Cut from Universal Beam (Section Designation)": "610x305x149",
+ "Mass Per Metre (kg/m)": 74.6,
+ "Width of Section, b (mm)": 304.8,
+ "Depth of Section, h (mm)": 306.1,
+ "Web Thickness, tw (mm)": 11.8,
+ "Flange Thickness, tf (mm)": 19.7,
+ "Root Radius, r (mm)": 16.5,
+ "Ratios for Local Web Buckling, cw/tw": 25.9,
+ "Ratios for Local Flange Buckling, cf/tf": 6.6,
+ "Dimension, cy (cm)": 6.5,
+ "Second Moment of Area, Y-Y (cm4)": 7410.0,
+ "Second Moment of Area, Z-Z (cm4)": 4650.0,
+ "Radius of Gyration, Y-Y (cm)": 8.83,
+ "Radius of Gyration, Z-Z (cm)": 7.0,
+ "Elastic Modulus of Flange, Y-Y (cm3)": 1150.0,
+ "Elastic Modulus of Toe, Y-Y (cm3)": 307.0,
+ "Elastic Modulus of Toe, Z-Z (cm3)": 305.0,
+ "Plastic Modulus, Y-Y (cm3)": 538.0,
+ "Plastic Modulus, Z-Z (cm3)": 469.0,
+ "Buckling Parameter, U": 0.483,
+ "Torsional Index, X": 16.4,
+ "Mono-Symmetry Index, \u03c8": 0.666,
+ "Warping Constant, Iw (cm6)": 2690.0,
+ "Torsional Constant, IT (cm4)": 99.8,
+ "Area of Section, A (cm2)": 95.0
+ },
+ "229x305x70": {
+ "Is Non-Standard": false,
+ "Cut from Universal Beam (Section Designation)": "610x229x140",
+ "Mass Per Metre (kg/m)": 69.9,
+ "Width of Section, b (mm)": 230.2,
+ "Depth of Section, h (mm)": 308.5,
+ "Web Thickness, tw (mm)": 13.1,
+ "Flange Thickness, tf (mm)": 22.1,
+ "Root Radius, r (mm)": 12.7,
+ "Ratios for Local Web Buckling, cw/tw": 23.5,
+ "Ratios for Local Flange Buckling, cf/tf": 4.3,
+ "Dimension, cy (cm)": 7.6,
+ "Second Moment of Area, Y-Y (cm4)": 7740.0,
+ "Second Moment of Area, Z-Z (cm4)": 2250.0,
+ "Radius of Gyration, Y-Y (cm)": 9.32,
+ "Radius of Gyration, Z-Z (cm)": 5.03,
+ "Elastic Modulus of Flange, Y-Y (cm3)": 1020.0,
+ "Elastic Modulus of Toe, Y-Y (cm3)": 333.0,
+ "Elastic Modulus of Toe, Z-Z (cm3)": 196.0,
+ "Plastic Modulus, Y-Y (cm3)": 592.0,
+ "Plastic Modulus, Z-Z (cm3)": 306.0,
+ "Buckling Parameter, U": 0.613,
+ "Torsional Index, X": 15.3,
+ "Mono-Symmetry Index, \u03c8": 0.727,
+ "Warping Constant, Iw (cm6)": 2560.0,
+ "Torsional Constant, IT (cm4)": 108.0,
+ "Area of Section, A (cm2)": 89.1
+ },
+ "229x305x63": {
+ "Is Non-Standard": false,
+ "Cut from Universal Beam (Section Designation)": "610x229x125",
+ "Mass Per Metre (kg/m)": 62.5,
+ "Width of Section, b (mm)": 229.0,
+ "Depth of Section, h (mm)": 306.0,
+ "Web Thickness, tw (mm)": 11.9,
+ "Flange Thickness, tf (mm)": 19.6,
+ "Root Radius, r (mm)": 12.7,
+ "Ratios for Local Web Buckling, cw/tw": 25.7,
+ "Ratios for Local Flange Buckling, cf/tf": 4.9,
+ "Dimension, cy (cm)": 7.5,
+ "Second Moment of Area, Y-Y (cm4)": 6900.0,
+ "Second Moment of Area, Z-Z (cm4)": 1970.0,
+ "Radius of Gyration, Y-Y (cm)": 9.31,
+ "Radius of Gyration, Z-Z (cm)": 4.97,
+ "Elastic Modulus of Flange, Y-Y (cm3)": 915.0,
+ "Elastic Modulus of Toe, Y-Y (cm3)": 299.0,
+ "Elastic Modulus of Toe, Z-Z (cm3)": 172.0,
+ "Plastic Modulus, Y-Y (cm3)": 531.0,
+ "Plastic Modulus, Z-Z (cm3)": 268.0,
+ "Buckling Parameter, U": 0.617,
+ "Torsional Index, X": 17.1,
+ "Mono-Symmetry Index, \u03c8": 0.728,
+ "Warping Constant, Iw (cm6)": 1840.0,
+ "Torsional Constant, IT (cm4)": 76.9,
+ "Area of Section, A (cm2)": 79.7
+ },
+ "229x305x57": {
+ "Is Non-Standard": false,
+ "Cut from Universal Beam (Section Designation)": "610x229x113",
+ "Mass Per Metre (kg/m)": 56.5,
+ "Width of Section, b (mm)": 228.2,
+ "Depth of Section, h (mm)": 303.7,
+ "Web Thickness, tw (mm)": 11.1,
+ "Flange Thickness, tf (mm)": 17.3,
+ "Root Radius, r (mm)": 12.7,
+ "Ratios for Local Web Buckling, cw/tw": 27.4,
+ "Ratios for Local Flange Buckling, cf/tf": 5.5,
+ "Dimension, cy (cm)": 7.6,
+ "Second Moment of Area, Y-Y (cm4)": 6270.0,
+ "Second Moment of Area, Z-Z (cm4)": 1720.0,
+ "Radius of Gyration, Y-Y (cm)": 9.33,
+ "Radius of Gyration, Z-Z (cm)": 4.88,
+ "Elastic Modulus of Flange, Y-Y (cm3)": 826.0,
+ "Elastic Modulus of Toe, Y-Y (cm3)": 275.0,
+ "Elastic Modulus of Toe, Z-Z (cm3)": 150.0,
+ "Plastic Modulus, Y-Y (cm3)": 489.0,
+ "Plastic Modulus, Z-Z (cm3)": 235.0,
+ "Buckling Parameter, U": 0.626,
+ "Torsional Index, X": 19.0,
+ "Mono-Symmetry Index, \u03c8": 0.731,
+ "Warping Constant, Iw (cm6)": 1400.0,
+ "Torsional Constant, IT (cm4)": 55.5,
+ "Area of Section, A (cm2)": 72.0
+ },
+ "229x305x51": {
+ "Is Non-Standard": false,
+ "Cut from Universal Beam (Section Designation)": "610x229x101",
+ "Mass Per Metre (kg/m)": 50.6,
+ "Width of Section, b (mm)": 227.6,
+ "Depth of Section, h (mm)": 301.2,
+ "Web Thickness, tw (mm)": 10.5,
+ "Flange Thickness, tf (mm)": 14.8,
+ "Root Radius, r (mm)": 12.7,
+ "Ratios for Local Web Buckling, cw/tw": 28.7,
+ "Ratios for Local Flange Buckling, cf/tf": 6.5,
+ "Dimension, cy (cm)": 7.8,
+ "Second Moment of Area, Y-Y (cm4)": 5690.0,
+ "Second Moment of Area, Z-Z (cm4)": 1460.0,
+ "Radius of Gyration, Y-Y (cm)": 9.4,
+ "Radius of Gyration, Z-Z (cm)": 4.76,
+ "Elastic Modulus of Flange, Y-Y (cm3)": 732.0,
+ "Elastic Modulus of Toe, Y-Y (cm3)": 255.0,
+ "Elastic Modulus of Toe, Z-Z (cm3)": 128.0,
+ "Plastic Modulus, Y-Y (cm3)": 456.0,
+ "Plastic Modulus, Z-Z (cm3)": 200.0,
+ "Buckling Parameter, U": 0.644,
+ "Torsional Index, X": 21.6,
+ "Mono-Symmetry Index, \u03c8": 0.736,
+ "Warping Constant, Iw (cm6)": 1080.0,
+ "Torsional Constant, IT (cm4)": 38.3,
+ "Area of Section, A (cm2)": 64.4
+ },
+ "178x305x50": {
+ "Is Non-Standard": true,
+ "Cut from Universal Beam (Section Designation)": "610x178x100",
+ "Mass Per Metre (kg/m)": 50.1,
+ "Width of Section, b (mm)": 179.2,
+ "Depth of Section, h (mm)": 303.7,
+ "Web Thickness, tw (mm)": 11.3,
+ "Flange Thickness, tf (mm)": 17.2,
+ "Root Radius, r (mm)": 12.7,
+ "Ratios for Local Web Buckling, cw/tw": 26.9,
+ "Ratios for Local Flange Buckling, cf/tf": 4.1,
+ "Dimension, cy (cm)": 8.6,
+ "Second Moment of Area, Y-Y (cm4)": 5890.0,
+ "Second Moment of Area, Z-Z (cm4)": 829.0,
+ "Radius of Gyration, Y-Y (cm)": 9.6,
+ "Radius of Gyration, Z-Z (cm)": 3.6,
+ "Elastic Modulus of Flange, Y-Y (cm3)": 688.0,
+ "Elastic Modulus of Toe, Y-Y (cm3)": 270.0,
+ "Elastic Modulus of Toe, Z-Z (cm3)": 92.5,
+ "Plastic Modulus, Y-Y (cm3)": 490.0,
+ "Plastic Modulus, Z-Z (cm3)": 148.0,
+ "Buckling Parameter, U": 0.694,
+ "Torsional Index, X": 19.4,
+ "Mono-Symmetry Index, \u03c8": 0.768,
+ "Warping Constant, Iw (cm6)": 1230.0,
+ "Torsional Constant, IT (cm4)": 47.3,
+ "Area of Section, A (cm2)": 63.9
+ },
+ "178x305x46": {
+ "Is Non-Standard": true,
+ "Cut from Universal Beam (Section Designation)": "610x178x92",
+ "Mass Per Metre (kg/m)": 46.1,
+ "Width of Section, b (mm)": 178.8,
+ "Depth of Section, h (mm)": 301.5,
+ "Web Thickness, tw (mm)": 10.9,
+ "Flange Thickness, tf (mm)": 15.0,
+ "Root Radius, r (mm)": 12.7,
+ "Ratios for Local Web Buckling, cw/tw": 27.7,
+ "Ratios for Local Flange Buckling, cf/tf": 4.8,
+ "Dimension, cy (cm)": 8.8,
+ "Second Moment of Area, Y-Y (cm4)": 5450.0,
+ "Second Moment of Area, Z-Z (cm4)": 718.0,
+ "Radius of Gyration, Y-Y (cm)": 9.64,
+ "Radius of Gyration, Z-Z (cm)": 3.5,
+ "Elastic Modulus of Flange, Y-Y (cm3)": 621.0,
+ "Elastic Modulus of Toe, Y-Y (cm3)": 255.0,
+ "Elastic Modulus of Toe, Z-Z (cm3)": 80.3,
+ "Plastic Modulus, Y-Y (cm3)": 468.0,
+ "Plastic Modulus, Z-Z (cm3)": 129.0,
+ "Buckling Parameter, U": 0.71,
+ "Torsional Index, X": 21.5,
+ "Mono-Symmetry Index, \u03c8": 0.774,
+ "Warping Constant, Iw (cm6)": 1050.0,
+ "Torsional Constant, IT (cm4)": 35.3,
+ "Area of Section, A (cm2)": 58.7
+ },
+ "178x305x41": {
+ "Is Non-Standard": true,
+ "Cut from Universal Beam (Section Designation)": "610x178x82",
+ "Mass Per Metre (kg/m)": 40.9,
+ "Width of Section, b (mm)": 177.9,
+ "Depth of Section, h (mm)": 299.3,
+ "Web Thickness, tw (mm)": 10.0,
+ "Flange Thickness, tf (mm)": 12.8,
+ "Root Radius, r (mm)": 12.7,
+ "Ratios for Local Web Buckling, cw/tw": 29.9,
+ "Ratios for Local Flange Buckling, cf/tf": 5.6,
+ "Dimension, cy (cm)": 8.9,
+ "Second Moment of Area, Y-Y (cm4)": 4840.0,
+ "Second Moment of Area, Z-Z (cm4)": 603.0,
+ "Radius of Gyration, Y-Y (cm)": 9.64,
+ "Radius of Gyration, Z-Z (cm)": 3.4,
+ "Elastic Modulus of Flange, Y-Y (cm3)": 545.0,
+ "Elastic Modulus of Toe, Y-Y (cm3)": 230.0,
+ "Elastic Modulus of Toe, Z-Z (cm3)": 67.8,
+ "Plastic Modulus, Y-Y (cm3)": 425.0,
+ "Plastic Modulus, Z-Z (cm3)": 109.0,
+ "Buckling Parameter, U": 0.722,
+ "Torsional Index, X": 24.3,
+ "Mono-Symmetry Index, \u03c8": 0.778,
+ "Warping Constant, Iw (cm6)": 780.0,
+ "Torsional Constant, IT (cm4)": 24.3,
+ "Area of Section, A (cm2)": 52.1
+ },
+ "312x267x136": {
+ "Is Non-Standard": true,
+ "Cut from Universal Beam (Section Designation)": "533x312x272",
+ "Mass Per Metre (kg/m)": 136.6,
+ "Width of Section, b (mm)": 320.2,
+ "Depth of Section, h (mm)": 288.8,
+ "Web Thickness, tw (mm)": 21.1,
+ "Flange Thickness, tf (mm)": 37.6,
+ "Root Radius, r (mm)": 12.7,
+ "Ratios for Local Web Buckling, cw/tw": 13.7,
+ "Ratios for Local Flange Buckling, cf/tf": 3.6,
+ "Dimension, cy (cm)": 6.3,
+ "Second Moment of Area, Y-Y (cm4)": 10600.0,
+ "Second Moment of Area, Z-Z (cm4)": 10300.0,
+ "Radius of Gyration, Y-Y (cm)": 7.81,
+ "Radius of Gyration, Z-Z (cm)": 7.69,
+ "Elastic Modulus of Flange, Y-Y (cm3)": 1690.0,
+ "Elastic Modulus of Toe, Y-Y (cm3)": 469.0,
+ "Elastic Modulus of Toe, Z-Z (cm3)": 644.0,
+ "Plastic Modulus, Y-Y (cm3)": 857.0,
+ "Plastic Modulus, Z-Z (cm3)": 993.0,
+ "Buckling Parameter, U": 0.247,
+ "Torsional Index, X": 7.96,
+ "Mono-Symmetry Index, \u03c8": 0.613,
+ "Warping Constant, Iw (cm6)": 17300.0,
+ "Torsional Constant, IT (cm4)": 642.0,
+ "Area of Section, A (cm2)": 174.0
+ },
+ "312x267x110": {
+ "Is Non-Standard": true,
+ "Cut from Universal Beam (Section Designation)": "533x312x219",
+ "Mass Per Metre (kg/m)": 109.4,
+ "Width of Section, b (mm)": 317.4,
+ "Depth of Section, h (mm)": 280.4,
+ "Web Thickness, tw (mm)": 18.3,
+ "Flange Thickness, tf (mm)": 29.2,
+ "Root Radius, r (mm)": 12.7,
+ "Ratios for Local Web Buckling, cw/tw": 15.3,
+ "Ratios for Local Flange Buckling, cf/tf": 4.7,
+ "Dimension, cy (cm)": 6.1,
+ "Second Moment of Area, Y-Y (cm4)": 8530.0,
+ "Second Moment of Area, Z-Z (cm4)": 7790.0,
+ "Radius of Gyration, Y-Y (cm)": 7.82,
+ "Radius of Gyration, Z-Z (cm)": 7.48,
+ "Elastic Modulus of Flange, Y-Y (cm3)": 1400.0,
+ "Elastic Modulus of Toe, Y-Y (cm3)": 389.0,
+ "Elastic Modulus of Toe, Z-Z (cm3)": 491.0,
+ "Plastic Modulus, Y-Y (cm3)": 696.0,
+ "Plastic Modulus, Z-Z (cm3)": 757.0,
+ "Buckling Parameter, U": 0.332,
+ "Torsional Index, X": 9.93,
+ "Mono-Symmetry Index, \u03c8": 0.617,
+ "Warping Constant, Iw (cm6)": 8730.0,
+ "Torsional Constant, IT (cm4)": 320.0,
+ "Area of Section, A (cm2)": 139.0
+ },
+ "312x267x91": {
+ "Is Non-Standard": true,
+ "Cut from Universal Beam (Section Designation)": "533x312x182",
+ "Mass Per Metre (kg/m)": 90.7,
+ "Width of Section, b (mm)": 314.5,
+ "Depth of Section, h (mm)": 275.6,
+ "Web Thickness, tw (mm)": 15.2,
+ "Flange Thickness, tf (mm)": 24.4,
+ "Root Radius, r (mm)": 12.7,
+ "Ratios for Local Web Buckling, cw/tw": 18.1,
+ "Ratios for Local Flange Buckling, cf/tf": 5.6,
+ "Dimension, cy (cm)": 5.8,
+ "Second Moment of Area, Y-Y (cm4)": 6890.0,
+ "Second Moment of Area, Z-Z (cm4)": 6330.0,
+ "Radius of Gyration, Y-Y (cm)": 7.72,
+ "Radius of Gyration, Z-Z (cm)": 7.4,
+ "Elastic Modulus of Flange, Y-Y (cm3)": 1190.0,
+ "Elastic Modulus of Toe, Y-Y (cm3)": 317.0,
+ "Elastic Modulus of Toe, Z-Z (cm3)": 403.0,
+ "Plastic Modulus, Y-Y (cm3)": 562.0,
+ "Plastic Modulus, Z-Z (cm3)": 619.0,
+ "Buckling Parameter, U": 0.324,
+ "Torsional Index, X": 11.7,
+ "Mono-Symmetry Index, \u03c8": 0.618,
+ "Warping Constant, Iw (cm6)": 4920.0,
+ "Torsional Constant, IT (cm4)": 186.0,
+ "Area of Section, A (cm2)": 116.0
+ },
+ "312x267x75": {
+ "Is Non-Standard": true,
+ "Cut from Universal Beam (Section Designation)": "533x312x151",
+ "Mass Per Metre (kg/m)": 75.3,
+ "Width of Section, b (mm)": 312.0,
+ "Depth of Section, h (mm)": 271.5,
+ "Web Thickness, tw (mm)": 12.7,
+ "Flange Thickness, tf (mm)": 20.3,
+ "Root Radius, r (mm)": 12.7,
+ "Ratios for Local Web Buckling, cw/tw": 21.4,
+ "Ratios for Local Flange Buckling, cf/tf": 6.7,
+ "Dimension, cy (cm)": 5.5,
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+ "Cut from Universal Beam (Section Designation)": "254x146x31",
+ "Mass Per Metre (kg/m)": 15.5,
+ "Width of Section, b (mm)": 146.1,
+ "Depth of Section, h (mm)": 125.6,
+ "Web Thickness, tw (mm)": 6.0,
+ "Flange Thickness, tf (mm)": 8.6,
+ "Root Radius, r (mm)": 7.6,
+ "Ratios for Local Web Buckling, cw/tw": 20.9,
+ "Ratios for Local Flange Buckling, cf/tf": 7.3,
+ "Dimension, cy (cm)": 2.7,
+ "Second Moment of Area, Y-Y (cm4)": 259.0,
+ "Second Moment of Area, Z-Z (cm4)": 224.0,
+ "Radius of Gyration, Y-Y (cm)": 3.61,
+ "Radius of Gyration, Z-Z (cm)": 3.36,
+ "Elastic Modulus of Flange, Y-Y (cm3)": 97.4,
+ "Elastic Modulus of Toe, Y-Y (cm3)": 26.2,
+ "Elastic Modulus of Toe, Z-Z (cm3)": 30.6,
+ "Plastic Modulus, Y-Y (cm3)": 46.0,
+ "Plastic Modulus, Z-Z (cm3)": 47.1,
+ "Buckling Parameter, U": 0.376,
+ "Torsional Index, X": 14.8,
+ "Mono-Symmetry Index, \u03c8": 0.623,
+ "Warping Constant, Iw (cm6)": 24.5,
+ "Torsional Constant, IT (cm4)": 4.26,
+ "Area of Section, A (cm2)": 19.8
+ },
+ "102x127x14": {
+ "Is Non-Standard": false,
+ "Cut from Universal Beam (Section Designation)": "254x102x28",
+ "Mass Per Metre (kg/m)": 14.1,
+ "Width of Section, b (mm)": 102.2,
+ "Depth of Section, h (mm)": 130.1,
+ "Web Thickness, tw (mm)": 6.3,
+ "Flange Thickness, tf (mm)": 10.0,
+ "Root Radius, r (mm)": 7.6,
+ "Ratios for Local Web Buckling, cw/tw": 20.7,
+ "Ratios for Local Flange Buckling, cf/tf": 4.0,
+ "Dimension, cy (cm)": 3.2,
+ "Second Moment of Area, Y-Y (cm4)": 277.0,
+ "Second Moment of Area, Z-Z (cm4)": 89.3,
+ "Radius of Gyration, Y-Y (cm)": 3.92,
+ "Radius of Gyration, Z-Z (cm)": 2.22,
+ "Elastic Modulus of Flange, Y-Y (cm3)": 85.5,
+ "Elastic Modulus of Toe, Y-Y (cm3)": 28.3,
+ "Elastic Modulus of Toe, Z-Z (cm3)": 17.5,
+ "Plastic Modulus, Y-Y (cm3)": 50.4,
+ "Plastic Modulus, Z-Z (cm3)": 27.4,
+ "Buckling Parameter, U": 0.607,
+ "Torsional Index, X": 13.8,
+ "Mono-Symmetry Index, \u03c8": 0.72,
+ "Warping Constant, Iw (cm6)": 21.0,
+ "Torsional Constant, IT (cm4)": 4.77,
+ "Area of Section, A (cm2)": 18.0
+ },
+ "102x127x13": {
+ "Is Non-Standard": false,
+ "Cut from Universal Beam (Section Designation)": "254x102x25",
+ "Mass Per Metre (kg/m)": 12.6,
+ "Width of Section, b (mm)": 101.9,
+ "Depth of Section, h (mm)": 128.5,
+ "Web Thickness, tw (mm)": 6.0,
+ "Flange Thickness, tf (mm)": 8.4,
+ "Root Radius, r (mm)": 7.6,
+ "Ratios for Local Web Buckling, cw/tw": 21.4,
+ "Ratios for Local Flange Buckling, cf/tf": 4.8,
+ "Dimension, cy (cm)": 3.3,
+ "Second Moment of Area, Y-Y (cm4)": 250.0,
+ "Second Moment of Area, Z-Z (cm4)": 74.3,
+ "Radius of Gyration, Y-Y (cm)": 3.95,
+ "Radius of Gyration, Z-Z (cm)": 2.15,
+ "Elastic Modulus of Flange, Y-Y (cm3)": 75.3,
+ "Elastic Modulus of Toe, Y-Y (cm3)": 26.2,
+ "Elastic Modulus of Toe, Z-Z (cm3)": 14.6,
+ "Plastic Modulus, Y-Y (cm3)": 46.9,
+ "Plastic Modulus, Z-Z (cm3)": 23.0,
+ "Buckling Parameter, U": 0.628,
+ "Torsional Index, X": 15.8,
+ "Mono-Symmetry Index, \u03c8": 0.727,
+ "Warping Constant, Iw (cm6)": 15.9,
+ "Torsional Constant, IT (cm4)": 3.2,
+ "Area of Section, A (cm2)": 16.0
+ },
+ "102x127x11": {
+ "Is Non-Standard": false,
+ "Cut from Universal Beam (Section Designation)": "254x102x22",
+ "Mass Per Metre (kg/m)": 11.0,
+ "Width of Section, b (mm)": 101.6,
+ "Depth of Section, h (mm)": 126.9,
+ "Web Thickness, tw (mm)": 5.7,
+ "Flange Thickness, tf (mm)": 6.8,
+ "Root Radius, r (mm)": 7.6,
+ "Ratios for Local Web Buckling, cw/tw": 22.3,
+ "Ratios for Local Flange Buckling, cf/tf": 5.9,
+ "Dimension, cy (cm)": 3.5,
+ "Second Moment of Area, Y-Y (cm4)": 223.0,
+ "Second Moment of Area, Z-Z (cm4)": 59.7,
+ "Radius of Gyration, Y-Y (cm)": 3.99,
+ "Radius of Gyration, Z-Z (cm)": 2.06,
+ "Elastic Modulus of Flange, Y-Y (cm3)": 64.5,
+ "Elastic Modulus of Toe, Y-Y (cm3)": 24.1,
+ "Elastic Modulus of Toe, Z-Z (cm3)": 11.7,
+ "Plastic Modulus, Y-Y (cm3)": 43.5,
+ "Plastic Modulus, Z-Z (cm3)": 18.6,
+ "Buckling Parameter, U": 0.656,
+ "Torsional Index, X": 18.2,
+ "Mono-Symmetry Index, \u03c8": 0.736,
+ "Warping Constant, Iw (cm6)": 12.0,
+ "Torsional Constant, IT (cm4)": 2.06,
+ "Area of Section, A (cm2)": 14.0
+ },
+ "133x102x15": {
+ "Is Non-Standard": false,
+ "Cut from Universal Beam (Section Designation)": "203x133x30",
+ "Mass Per Metre (kg/m)": 15.0,
+ "Width of Section, b (mm)": 133.9,
+ "Depth of Section, h (mm)": 103.3,
+ "Web Thickness, tw (mm)": 6.4,
+ "Flange Thickness, tf (mm)": 9.6,
+ "Root Radius, r (mm)": 7.6,
+ "Ratios for Local Web Buckling, cw/tw": 16.1,
+ "Ratios for Local Flange Buckling, cf/tf": 5.8,
+ "Dimension, cy (cm)": 2.1,
+ "Second Moment of Area, Y-Y (cm4)": 154.0,
+ "Second Moment of Area, Z-Z (cm4)": 192.0,
+ "Radius of Gyration, Y-Y (cm)": 2.84,
+ "Radius of Gyration, Z-Z (cm)": 3.17,
+ "Elastic Modulus of Flange, Y-Y (cm3)": 73.1,
+ "Elastic Modulus of Toe, Y-Y (cm3)": 18.8,
+ "Elastic Modulus of Toe, Z-Z (cm3)": 28.7,
+ "Plastic Modulus, Y-Y (cm3)": 33.5,
+ "Plastic Modulus, Z-Z (cm3)": 44.1,
+ "Buckling Parameter, U": "-",
+ "Torsional Index, X": "-",
+ "Mono-Symmetry Index, \u03c8": 0.569,
+ "Warping Constant, Iw (cm6)": 21.7,
+ "Torsional Constant, IT (cm4)": 5.13,
+ "Area of Section, A (cm2)": 19.1
+ },
+ "133x102x13": {
+ "Is Non-Standard": false,
+ "Cut from Universal Beam (Section Designation)": "203x133x25",
+ "Mass Per Metre (kg/m)": 12.5,
+ "Width of Section, b (mm)": 133.2,
+ "Depth of Section, h (mm)": 101.5,
+ "Web Thickness, tw (mm)": 5.7,
+ "Flange Thickness, tf (mm)": 7.8,
+ "Root Radius, r (mm)": 7.6,
+ "Ratios for Local Web Buckling, cw/tw": 17.8,
+ "Ratios for Local Flange Buckling, cf/tf": 7.2,
+ "Dimension, cy (cm)": 2.1,
+ "Second Moment of Area, Y-Y (cm4)": 131.0,
+ "Second Moment of Area, Z-Z (cm4)": 154.0,
+ "Radius of Gyration, Y-Y (cm)": 2.86,
+ "Radius of Gyration, Z-Z (cm)": 3.1,
+ "Elastic Modulus of Flange, Y-Y (cm3)": 62.4,
+ "Elastic Modulus of Toe, Y-Y (cm3)": 16.2,
+ "Elastic Modulus of Toe, Z-Z (cm3)": 23.1,
+ "Plastic Modulus, Y-Y (cm3)": 28.7,
+ "Plastic Modulus, Z-Z (cm3)": 35.5,
+ "Buckling Parameter, U": "-",
+ "Torsional Index, X": "-",
+ "Mono-Symmetry Index, \u03c8": 0.572,
+ "Warping Constant, Iw (cm6)": 12.6,
+ "Torsional Constant, IT (cm4)": 2.97,
+ "Area of Section, A (cm2)": 16.0
+ }
+}
\ No newline at end of file
diff --git a/src/.d/bluebook/properties/t-split-from-uc.json b/src/.d/bluebook/properties/t-split-from-uc.json
new file mode 100644
index 0000000..d41d645
--- /dev/null
+++ b/src/.d/bluebook/properties/t-split-from-uc.json
@@ -0,0 +1,574 @@
+{
+ "305x152x79": {
+ "Is Non-Standard": false,
+ "Cut from Universal Beam (Section Designation)": "305x305x158",
+ "Mass Per Metre (kg/m)": 79.0,
+ "Width of Section, b (mm)": 311.2,
+ "Depth of Section, h (mm)": 163.5,
+ "Web Thickness, tw (mm)": 15.8,
+ "Flange Thickness, tf (mm)": 25.0,
+ "Root Radius, r (mm)": 15.2,
+ "Ratios for Local Web Buckling, cw/tw": 10.35,
+ "Ratios for Local Flange Buckling, cf/tf": 5.3,
+ "Dimension, cy (cm)": 3.0,
+ "Second Moment of Area, Y-Y (cm4)": 1530.0,
+ "Second Moment of Area, Z-Z (cm4)": 6280.0,
+ "Radius of Gyration, Y-Y (cm)": 3.9,
+ "Radius of Gyration, Z-Z (cm)": 7.9,
+ "Elastic Modulus of Flange, Y-Y (cm3)": 503.0,
+ "Elastic Modulus of Toe, Y-Y (cm3)": 115.0,
+ "Elastic Modulus of Toe, Z-Z (cm3)": 404.0,
+ "Plastic Modulus, Y-Y (cm3)": 225.0,
+ "Plastic Modulus, Z-Z (cm3)": 615.0,
+ "Buckling Parameter, U": 0.268,
+ "Torsional Index, X": 3650.0,
+ "Mono-Symmetry Index, \u03c8": 188.0,
+ "Warping Constant, Iw (cm6)": 101.0
+ },
+ "305x152x69": {
+ "Is Non-Standard": false,
+ "Cut from Universal Beam (Section Designation)": "305x305x137",
+ "Mass Per Metre (kg/m)": 68.4,
+ "Width of Section, b (mm)": 309.2,
+ "Depth of Section, h (mm)": 160.2,
+ "Web Thickness, tw (mm)": 13.8,
+ "Flange Thickness, tf (mm)": 21.7,
+ "Root Radius, r (mm)": 15.2,
+ "Ratios for Local Web Buckling, cw/tw": 11.61,
+ "Ratios for Local Flange Buckling, cf/tf": 6.1,
+ "Dimension, cy (cm)": 2.9,
+ "Second Moment of Area, Y-Y (cm4)": 1290.0,
+ "Second Moment of Area, Z-Z (cm4)": 5350.0,
+ "Radius of Gyration, Y-Y (cm)": 3.84,
+ "Radius of Gyration, Z-Z (cm)": 7.83,
+ "Elastic Modulus of Flange, Y-Y (cm3)": 450.0,
+ "Elastic Modulus of Toe, Y-Y (cm3)": 97.7,
+ "Elastic Modulus of Toe, Z-Z (cm3)": 346.0,
+ "Plastic Modulus, Y-Y (cm3)": 188.0,
+ "Plastic Modulus, Z-Z (cm3)": 526.0,
+ "Buckling Parameter, U": 0.263,
+ "Torsional Index, X": 2340.0,
+ "Mono-Symmetry Index, \u03c8": 124.0,
+ "Warping Constant, Iw (cm6)": 87.2
+ },
+ "305x152x59": {
+ "Is Non-Standard": false,
+ "Cut from Universal Beam (Section Designation)": "305x305x118",
+ "Mass Per Metre (kg/m)": 58.9,
+ "Width of Section, b (mm)": 307.4,
+ "Depth of Section, h (mm)": 157.2,
+ "Web Thickness, tw (mm)": 12.0,
+ "Flange Thickness, tf (mm)": 18.7,
+ "Root Radius, r (mm)": 15.2,
+ "Ratios for Local Web Buckling, cw/tw": 13.1,
+ "Ratios for Local Flange Buckling, cf/tf": 7.1,
+ "Dimension, cy (cm)": 2.7,
+ "Second Moment of Area, Y-Y (cm4)": 1080.0,
+ "Second Moment of Area, Z-Z (cm4)": 4530.0,
+ "Radius of Gyration, Y-Y (cm)": 3.79,
+ "Radius of Gyration, Z-Z (cm)": 7.77,
+ "Elastic Modulus of Flange, Y-Y (cm3)": 401.0,
+ "Elastic Modulus of Toe, Y-Y (cm3)": 82.8,
+ "Elastic Modulus of Toe, Z-Z (cm3)": 295.0,
+ "Plastic Modulus, Y-Y (cm3)": 156.0,
+ "Plastic Modulus, Z-Z (cm3)": 448.0,
+ "Buckling Parameter, U": 0.262,
+ "Torsional Index, X": 1470.0,
+ "Mono-Symmetry Index, \u03c8": 80.3,
+ "Warping Constant, Iw (cm6)": 75.1
+ },
+ "305x152x49": {
+ "Is Non-Standard": false,
+ "Cut from Universal Beam (Section Designation)": "305x305x97",
+ "Mass Per Metre (kg/m)": 48.4,
+ "Width of Section, b (mm)": 305.3,
+ "Depth of Section, h (mm)": 153.9,
+ "Web Thickness, tw (mm)": 9.9,
+ "Flange Thickness, tf (mm)": 15.4,
+ "Root Radius, r (mm)": 15.2,
+ "Ratios for Local Web Buckling, cw/tw": 15.55,
+ "Ratios for Local Flange Buckling, cf/tf": 8.6,
+ "Dimension, cy (cm)": 2.5,
+ "Second Moment of Area, Y-Y (cm4)": 858.0,
+ "Second Moment of Area, Z-Z (cm4)": 3650.0,
+ "Radius of Gyration, Y-Y (cm)": 3.73,
+ "Radius of Gyration, Z-Z (cm)": 7.69,
+ "Elastic Modulus of Flange, Y-Y (cm3)": 343.0,
+ "Elastic Modulus of Toe, Y-Y (cm3)": 66.5,
+ "Elastic Modulus of Toe, Z-Z (cm3)": 239.0,
+ "Plastic Modulus, Y-Y (cm3)": 123.0,
+ "Plastic Modulus, Z-Z (cm3)": 363.0,
+ "Buckling Parameter, U": 0.258,
+ "Torsional Index, X": 806.0,
+ "Mono-Symmetry Index, \u03c8": 45.5,
+ "Warping Constant, Iw (cm6)": 61.7
+ },
+ "254x127x84": {
+ "Is Non-Standard": false,
+ "Cut from Universal Beam (Section Designation)": "254x254x167",
+ "Mass Per Metre (kg/m)": 83.5,
+ "Width of Section, b (mm)": 265.2,
+ "Depth of Section, h (mm)": 144.5,
+ "Web Thickness, tw (mm)": 19.2,
+ "Flange Thickness, tf (mm)": 31.7,
+ "Root Radius, r (mm)": 12.7,
+ "Ratios for Local Web Buckling, cw/tw": 7.53,
+ "Ratios for Local Flange Buckling, cf/tf": 3.5,
+ "Dimension, cy (cm)": 3.1,
+ "Second Moment of Area, Y-Y (cm4)": 1200.0,
+ "Second Moment of Area, Z-Z (cm4)": 4930.0,
+ "Radius of Gyration, Y-Y (cm)": 3.36,
+ "Radius of Gyration, Z-Z (cm)": 6.81,
+ "Elastic Modulus of Flange, Y-Y (cm3)": 391.0,
+ "Elastic Modulus of Toe, Y-Y (cm3)": 105.0,
+ "Elastic Modulus of Toe, Z-Z (cm3)": 372.0,
+ "Plastic Modulus, Y-Y (cm3)": 220.0,
+ "Plastic Modulus, Z-Z (cm3)": 569.0,
+ "Buckling Parameter, U": 0.261,
+ "Torsional Index, X": 4540.0,
+ "Mono-Symmetry Index, \u03c8": 312.0,
+ "Warping Constant, Iw (cm6)": 106.0
+ },
+ "254x127x66": {
+ "Is Non-Standard": false,
+ "Cut from Universal Beam (Section Designation)": "254x254x132",
+ "Mass Per Metre (kg/m)": 66.0,
+ "Width of Section, b (mm)": 261.3,
+ "Depth of Section, h (mm)": 138.1,
+ "Web Thickness, tw (mm)": 15.3,
+ "Flange Thickness, tf (mm)": 25.3,
+ "Root Radius, r (mm)": 12.7,
+ "Ratios for Local Web Buckling, cw/tw": 9.03,
+ "Ratios for Local Flange Buckling, cf/tf": 4.4,
+ "Dimension, cy (cm)": 2.7,
+ "Second Moment of Area, Y-Y (cm4)": 871.0,
+ "Second Moment of Area, Z-Z (cm4)": 3770.0,
+ "Radius of Gyration, Y-Y (cm)": 3.22,
+ "Radius of Gyration, Z-Z (cm)": 6.69,
+ "Elastic Modulus of Flange, Y-Y (cm3)": 323.0,
+ "Elastic Modulus of Toe, Y-Y (cm3)": 78.3,
+ "Elastic Modulus of Toe, Z-Z (cm3)": 288.0,
+ "Plastic Modulus, Y-Y (cm3)": 159.0,
+ "Plastic Modulus, Z-Z (cm3)": 439.0,
+ "Buckling Parameter, U": 0.25,
+ "Torsional Index, X": 2200.0,
+ "Mono-Symmetry Index, \u03c8": 159.0,
+ "Warping Constant, Iw (cm6)": 84.1
+ },
+ "254x127x54": {
+ "Is Non-Standard": false,
+ "Cut from Universal Beam (Section Designation)": "254x254x107",
+ "Mass Per Metre (kg/m)": 53.5,
+ "Width of Section, b (mm)": 258.8,
+ "Depth of Section, h (mm)": 133.3,
+ "Web Thickness, tw (mm)": 12.8,
+ "Flange Thickness, tf (mm)": 20.5,
+ "Root Radius, r (mm)": 12.7,
+ "Ratios for Local Web Buckling, cw/tw": 10.41,
+ "Ratios for Local Flange Buckling, cf/tf": 5.4,
+ "Dimension, cy (cm)": 2.5,
+ "Second Moment of Area, Y-Y (cm4)": 676.0,
+ "Second Moment of Area, Z-Z (cm4)": 2960.0,
+ "Radius of Gyration, Y-Y (cm)": 3.15,
+ "Radius of Gyration, Z-Z (cm)": 6.59,
+ "Elastic Modulus of Flange, Y-Y (cm3)": 276.0,
+ "Elastic Modulus of Toe, Y-Y (cm3)": 62.1,
+ "Elastic Modulus of Toe, Z-Z (cm3)": 229.0,
+ "Plastic Modulus, Y-Y (cm3)": 122.0,
+ "Plastic Modulus, Z-Z (cm3)": 348.0,
+ "Buckling Parameter, U": 0.245,
+ "Torsional Index, X": 1150.0,
+ "Mono-Symmetry Index, \u03c8": 85.9,
+ "Warping Constant, Iw (cm6)": 68.2
+ },
+ "254x127x45": {
+ "Is Non-Standard": false,
+ "Cut from Universal Beam (Section Designation)": "254x254x89",
+ "Mass Per Metre (kg/m)": 44.4,
+ "Width of Section, b (mm)": 256.3,
+ "Depth of Section, h (mm)": 130.1,
+ "Web Thickness, tw (mm)": 10.3,
+ "Flange Thickness, tf (mm)": 17.3,
+ "Root Radius, r (mm)": 12.7,
+ "Ratios for Local Web Buckling, cw/tw": 12.63,
+ "Ratios for Local Flange Buckling, cf/tf": 6.4,
+ "Dimension, cy (cm)": 2.2,
+ "Second Moment of Area, Y-Y (cm4)": 524.0,
+ "Second Moment of Area, Z-Z (cm4)": 2430.0,
+ "Radius of Gyration, Y-Y (cm)": 3.04,
+ "Radius of Gyration, Z-Z (cm)": 6.55,
+ "Elastic Modulus of Flange, Y-Y (cm3)": 237.0,
+ "Elastic Modulus of Toe, Y-Y (cm3)": 48.5,
+ "Elastic Modulus of Toe, Z-Z (cm3)": 190.0,
+ "Plastic Modulus, Y-Y (cm3)": 94.0,
+ "Plastic Modulus, Z-Z (cm3)": 288.0,
+ "Buckling Parameter, U": 0.242,
+ "Torsional Index, X": 660.0,
+ "Mono-Symmetry Index, \u03c8": 51.1,
+ "Warping Constant, Iw (cm6)": 56.7
+ },
+ "254x127x37": {
+ "Is Non-Standard": false,
+ "Cut from Universal Beam (Section Designation)": "254x254x73",
+ "Mass Per Metre (kg/m)": 36.5,
+ "Width of Section, b (mm)": 254.6,
+ "Depth of Section, h (mm)": 127.0,
+ "Web Thickness, tw (mm)": 8.6,
+ "Flange Thickness, tf (mm)": 14.2,
+ "Root Radius, r (mm)": 12.7,
+ "Ratios for Local Web Buckling, cw/tw": 14.77,
+ "Ratios for Local Flange Buckling, cf/tf": 7.8,
+ "Dimension, cy (cm)": 2.1,
+ "Second Moment of Area, Y-Y (cm4)": 417.0,
+ "Second Moment of Area, Z-Z (cm4)": 1950.0,
+ "Radius of Gyration, Y-Y (cm)": 2.99,
+ "Radius of Gyration, Z-Z (cm)": 6.48,
+ "Elastic Modulus of Flange, Y-Y (cm3)": 204.0,
+ "Elastic Modulus of Toe, Y-Y (cm3)": 39.2,
+ "Elastic Modulus of Toe, Z-Z (cm3)": 153.0,
+ "Plastic Modulus, Y-Y (cm3)": 74.0,
+ "Plastic Modulus, Z-Z (cm3)": 233.0,
+ "Buckling Parameter, U": 0.236,
+ "Torsional Index, X": 359.0,
+ "Mono-Symmetry Index, \u03c8": 28.8,
+ "Warping Constant, Iw (cm6)": 46.5
+ },
+ "203x102x64": {
+ "Is Non-Standard": true,
+ "Cut from Universal Beam (Section Designation)": "203x203x127",
+ "Mass Per Metre (kg/m)": 63.7,
+ "Width of Section, b (mm)": 213.9,
+ "Depth of Section, h (mm)": 120.7,
+ "Web Thickness, tw (mm)": 18.1,
+ "Flange Thickness, tf (mm)": 30.1,
+ "Root Radius, r (mm)": 10.2,
+ "Ratios for Local Web Buckling, cw/tw": 6.67,
+ "Ratios for Local Flange Buckling, cf/tf": 2.9,
+ "Dimension, cy (cm)": 2.7,
+ "Second Moment of Area, Y-Y (cm4)": 637.0,
+ "Second Moment of Area, Z-Z (cm4)": 2460.0,
+ "Radius of Gyration, Y-Y (cm)": 2.8,
+ "Radius of Gyration, Z-Z (cm)": 5.5,
+ "Elastic Modulus of Flange, Y-Y (cm3)": 233.0,
+ "Elastic Modulus of Toe, Y-Y (cm3)": 68.2,
+ "Elastic Modulus of Toe, Z-Z (cm3)": 230.0,
+ "Plastic Modulus, Y-Y (cm3)": 145.0,
+ "Plastic Modulus, Z-Z (cm3)": 352.0,
+ "Buckling Parameter, U": 0.279,
+ "Torsional Index, X": 2050.0,
+ "Mono-Symmetry Index, \u03c8": 212.0,
+ "Warping Constant, Iw (cm6)": 81.2
+ },
+ "203x102x57": {
+ "Is Non-Standard": true,
+ "Cut from Universal Beam (Section Designation)": "203x203x113",
+ "Mass Per Metre (kg/m)": 56.7,
+ "Width of Section, b (mm)": 212.1,
+ "Depth of Section, h (mm)": 117.5,
+ "Web Thickness, tw (mm)": 16.3,
+ "Flange Thickness, tf (mm)": 26.9,
+ "Root Radius, r (mm)": 10.2,
+ "Ratios for Local Web Buckling, cw/tw": 7.21,
+ "Ratios for Local Flange Buckling, cf/tf": 3.3,
+ "Dimension, cy (cm)": 2.6,
+ "Second Moment of Area, Y-Y (cm4)": 540.0,
+ "Second Moment of Area, Z-Z (cm4)": 2140.0,
+ "Radius of Gyration, Y-Y (cm)": 2.73,
+ "Radius of Gyration, Z-Z (cm)": 5.45,
+ "Elastic Modulus of Flange, Y-Y (cm3)": 211.0,
+ "Elastic Modulus of Toe, Y-Y (cm3)": 58.8,
+ "Elastic Modulus of Toe, Z-Z (cm3)": 202.0,
+ "Plastic Modulus, Y-Y (cm3)": 123.0,
+ "Plastic Modulus, Z-Z (cm3)": 309.0,
+ "Buckling Parameter, U": 0.27,
+ "Torsional Index, X": 1430.0,
+ "Mono-Symmetry Index, \u03c8": 152.0,
+ "Warping Constant, Iw (cm6)": 72.3
+ },
+ "203x102x50": {
+ "Is Non-Standard": true,
+ "Cut from Universal Beam (Section Designation)": "203x203x100",
+ "Mass Per Metre (kg/m)": 49.8,
+ "Width of Section, b (mm)": 210.3,
+ "Depth of Section, h (mm)": 114.3,
+ "Web Thickness, tw (mm)": 14.5,
+ "Flange Thickness, tf (mm)": 23.7,
+ "Root Radius, r (mm)": 10.2,
+ "Ratios for Local Web Buckling, cw/tw": 7.88,
+ "Ratios for Local Flange Buckling, cf/tf": 3.7,
+ "Dimension, cy (cm)": 2.4,
+ "Second Moment of Area, Y-Y (cm4)": 453.0,
+ "Second Moment of Area, Z-Z (cm4)": 1840.0,
+ "Radius of Gyration, Y-Y (cm)": 2.67,
+ "Radius of Gyration, Z-Z (cm)": 5.39,
+ "Elastic Modulus of Flange, Y-Y (cm3)": 190.0,
+ "Elastic Modulus of Toe, Y-Y (cm3)": 50.0,
+ "Elastic Modulus of Toe, Z-Z (cm3)": 175.0,
+ "Plastic Modulus, Y-Y (cm3)": 103.0,
+ "Plastic Modulus, Z-Z (cm3)": 267.0,
+ "Buckling Parameter, U": 0.266,
+ "Torsional Index, X": 951.0,
+ "Mono-Symmetry Index, \u03c8": 104.0,
+ "Warping Constant, Iw (cm6)": 63.4
+ },
+ "203x102x43": {
+ "Is Non-Standard": false,
+ "Cut from Universal Beam (Section Designation)": "203x203x86",
+ "Mass Per Metre (kg/m)": 43.0,
+ "Width of Section, b (mm)": 209.1,
+ "Depth of Section, h (mm)": 111.0,
+ "Web Thickness, tw (mm)": 12.7,
+ "Flange Thickness, tf (mm)": 20.5,
+ "Root Radius, r (mm)": 10.2,
+ "Ratios for Local Web Buckling, cw/tw": 8.74,
+ "Ratios for Local Flange Buckling, cf/tf": 4.3,
+ "Dimension, cy (cm)": 2.2,
+ "Second Moment of Area, Y-Y (cm4)": 373.0,
+ "Second Moment of Area, Z-Z (cm4)": 1560.0,
+ "Radius of Gyration, Y-Y (cm)": 2.61,
+ "Radius of Gyration, Z-Z (cm)": 5.34,
+ "Elastic Modulus of Flange, Y-Y (cm3)": 169.0,
+ "Elastic Modulus of Toe, Y-Y (cm3)": 41.9,
+ "Elastic Modulus of Toe, Z-Z (cm3)": 150.0,
+ "Plastic Modulus, Y-Y (cm3)": 84.6,
+ "Plastic Modulus, Z-Z (cm3)": 228.0,
+ "Buckling Parameter, U": 0.257,
+ "Torsional Index, X": 605.0,
+ "Mono-Symmetry Index, \u03c8": 68.1,
+ "Warping Constant, Iw (cm6)": 54.8
+ },
+ "203x102x36": {
+ "Is Non-Standard": false,
+ "Cut from Universal Beam (Section Designation)": "203x203x71",
+ "Mass Per Metre (kg/m)": 35.5,
+ "Width of Section, b (mm)": 206.4,
+ "Depth of Section, h (mm)": 107.8,
+ "Web Thickness, tw (mm)": 10.0,
+ "Flange Thickness, tf (mm)": 17.3,
+ "Root Radius, r (mm)": 10.2,
+ "Ratios for Local Web Buckling, cw/tw": 10.78,
+ "Ratios for Local Flange Buckling, cf/tf": 5.1,
+ "Dimension, cy (cm)": 2.0,
+ "Second Moment of Area, Y-Y (cm4)": 280.0,
+ "Second Moment of Area, Z-Z (cm4)": 1270.0,
+ "Radius of Gyration, Y-Y (cm)": 2.49,
+ "Radius of Gyration, Z-Z (cm)": 5.3,
+ "Elastic Modulus of Flange, Y-Y (cm3)": 143.0,
+ "Elastic Modulus of Toe, Y-Y (cm3)": 31.8,
+ "Elastic Modulus of Toe, Z-Z (cm3)": 123.0,
+ "Plastic Modulus, Y-Y (cm3)": 63.6,
+ "Plastic Modulus, Z-Z (cm3)": 187.0,
+ "Buckling Parameter, U": 0.254,
+ "Torsional Index, X": 343.0,
+ "Mono-Symmetry Index, \u03c8": 40.0,
+ "Warping Constant, Iw (cm6)": 45.2
+ },
+ "203x102x30": {
+ "Is Non-Standard": false,
+ "Cut from Universal Beam (Section Designation)": "203x203x60",
+ "Mass Per Metre (kg/m)": 30.0,
+ "Width of Section, b (mm)": 205.8,
+ "Depth of Section, h (mm)": 104.7,
+ "Web Thickness, tw (mm)": 9.4,
+ "Flange Thickness, tf (mm)": 14.2,
+ "Root Radius, r (mm)": 10.2,
+ "Ratios for Local Web Buckling, cw/tw": 11.14,
+ "Ratios for Local Flange Buckling, cf/tf": 6.2,
+ "Dimension, cy (cm)": 1.9,
+ "Second Moment of Area, Y-Y (cm4)": 244.0,
+ "Second Moment of Area, Z-Z (cm4)": 1030.0,
+ "Radius of Gyration, Y-Y (cm)": 2.53,
+ "Radius of Gyration, Z-Z (cm)": 5.2,
+ "Elastic Modulus of Flange, Y-Y (cm3)": 129.0,
+ "Elastic Modulus of Toe, Y-Y (cm3)": 28.4,
+ "Elastic Modulus of Toe, Z-Z (cm3)": 100.0,
+ "Plastic Modulus, Y-Y (cm3)": 54.3,
+ "Plastic Modulus, Z-Z (cm3)": 153.0,
+ "Buckling Parameter, U": 0.245,
+ "Torsional Index, X": 195.0,
+ "Mono-Symmetry Index, \u03c8": 23.5,
+ "Warping Constant, Iw (cm6)": 38.2
+ },
+ "203x102x26": {
+ "Is Non-Standard": false,
+ "Cut from Universal Beam (Section Designation)": "203x203x52",
+ "Mass Per Metre (kg/m)": 26.0,
+ "Width of Section, b (mm)": 204.3,
+ "Depth of Section, h (mm)": 103.0,
+ "Web Thickness, tw (mm)": 7.9,
+ "Flange Thickness, tf (mm)": 12.5,
+ "Root Radius, r (mm)": 10.2,
+ "Ratios for Local Web Buckling, cw/tw": 13.04,
+ "Ratios for Local Flange Buckling, cf/tf": 7.0,
+ "Dimension, cy (cm)": 1.8,
+ "Second Moment of Area, Y-Y (cm4)": 200.0,
+ "Second Moment of Area, Z-Z (cm4)": 889.0,
+ "Radius of Gyration, Y-Y (cm)": 2.46,
+ "Radius of Gyration, Z-Z (cm)": 5.18,
+ "Elastic Modulus of Flange, Y-Y (cm3)": 115.0,
+ "Elastic Modulus of Toe, Y-Y (cm3)": 23.4,
+ "Elastic Modulus of Toe, Z-Z (cm3)": 87.0,
+ "Plastic Modulus, Y-Y (cm3)": 44.5,
+ "Plastic Modulus, Z-Z (cm3)": 132.0,
+ "Buckling Parameter, U": 0.243,
+ "Torsional Index, X": 128.0,
+ "Mono-Symmetry Index, \u03c8": 15.8,
+ "Warping Constant, Iw (cm6)": 33.1
+ },
+ "203x102x23": {
+ "Is Non-Standard": false,
+ "Cut from Universal Beam (Section Designation)": "203x203x46",
+ "Mass Per Metre (kg/m)": 23.0,
+ "Width of Section, b (mm)": 203.6,
+ "Depth of Section, h (mm)": 101.5,
+ "Web Thickness, tw (mm)": 7.2,
+ "Flange Thickness, tf (mm)": 11.0,
+ "Root Radius, r (mm)": 10.2,
+ "Ratios for Local Web Buckling, cw/tw": 14.1,
+ "Ratios for Local Flange Buckling, cf/tf": 8.0,
+ "Dimension, cy (cm)": 1.7,
+ "Second Moment of Area, Y-Y (cm4)": 177.0,
+ "Second Moment of Area, Z-Z (cm4)": 774.0,
+ "Radius of Gyration, Y-Y (cm)": 2.45,
+ "Radius of Gyration, Z-Z (cm)": 5.13,
+ "Elastic Modulus of Flange, Y-Y (cm3)": 105.0,
+ "Elastic Modulus of Toe, Y-Y (cm3)": 20.9,
+ "Elastic Modulus of Toe, Z-Z (cm3)": 76.0,
+ "Plastic Modulus, Y-Y (cm3)": 39.0,
+ "Plastic Modulus, Z-Z (cm3)": 115.0,
+ "Buckling Parameter, U": 0.242,
+ "Torsional Index, X": 87.2,
+ "Mono-Symmetry Index, \u03c8": 11.0,
+ "Warping Constant, Iw (cm6)": 29.4
+ },
+ "152x76x26": {
+ "Is Non-Standard": true,
+ "Cut from Universal Beam (Section Designation)": "152x152x51",
+ "Mass Per Metre (kg/m)": 25.6,
+ "Width of Section, b (mm)": 157.4,
+ "Depth of Section, h (mm)": 85.1,
+ "Web Thickness, tw (mm)": 11.0,
+ "Flange Thickness, tf (mm)": 15.7,
+ "Root Radius, r (mm)": 7.6,
+ "Ratios for Local Web Buckling, cw/tw": 7.74,
+ "Ratios for Local Flange Buckling, cf/tf": 4.2,
+ "Dimension, cy (cm)": 1.8,
+ "Second Moment of Area, Y-Y (cm4)": 141.0,
+ "Second Moment of Area, Z-Z (cm4)": 511.0,
+ "Radius of Gyration, Y-Y (cm)": 2.08,
+ "Radius of Gyration, Z-Z (cm)": 3.96,
+ "Elastic Modulus of Flange, Y-Y (cm3)": 79.0,
+ "Elastic Modulus of Toe, Y-Y (cm3)": 21.0,
+ "Elastic Modulus of Toe, Z-Z (cm3)": 64.9,
+ "Plastic Modulus, Y-Y (cm3)": 41.4,
+ "Plastic Modulus, Z-Z (cm3)": 99.5,
+ "Buckling Parameter, U": 0.281,
+ "Torsional Index, X": 122.0,
+ "Mono-Symmetry Index, \u03c8": 24.3,
+ "Warping Constant, Iw (cm6)": 32.6
+ },
+ "152x76x22": {
+ "Is Non-Standard": true,
+ "Cut from Universal Beam (Section Designation)": "152x152x44",
+ "Mass Per Metre (kg/m)": 22.0,
+ "Width of Section, b (mm)": 155.9,
+ "Depth of Section, h (mm)": 83.0,
+ "Web Thickness, tw (mm)": 9.5,
+ "Flange Thickness, tf (mm)": 13.6,
+ "Root Radius, r (mm)": 7.6,
+ "Ratios for Local Web Buckling, cw/tw": 8.74,
+ "Ratios for Local Flange Buckling, cf/tf": 4.8,
+ "Dimension, cy (cm)": 1.7,
+ "Second Moment of Area, Y-Y (cm4)": 116.0,
+ "Second Moment of Area, Z-Z (cm4)": 430.0,
+ "Radius of Gyration, Y-Y (cm)": 2.04,
+ "Radius of Gyration, Z-Z (cm)": 3.92,
+ "Elastic Modulus of Flange, Y-Y (cm3)": 70.0,
+ "Elastic Modulus of Toe, Y-Y (cm3)": 17.5,
+ "Elastic Modulus of Toe, Z-Z (cm3)": 55.2,
+ "Plastic Modulus, Y-Y (cm3)": 34.0,
+ "Plastic Modulus, Z-Z (cm3)": 84.4,
+ "Buckling Parameter, U": 0.281,
+ "Torsional Index, X": 76.7,
+ "Mono-Symmetry Index, \u03c8": 15.8,
+ "Warping Constant, Iw (cm6)": 28.0
+ },
+ "152x76x19": {
+ "Is Non-Standard": false,
+ "Cut from Universal Beam (Section Designation)": "152x152x37",
+ "Mass Per Metre (kg/m)": 18.5,
+ "Width of Section, b (mm)": 154.4,
+ "Depth of Section, h (mm)": 80.8,
+ "Web Thickness, tw (mm)": 8.0,
+ "Flange Thickness, tf (mm)": 11.5,
+ "Root Radius, r (mm)": 7.6,
+ "Ratios for Local Web Buckling, cw/tw": 10.1,
+ "Ratios for Local Flange Buckling, cf/tf": 5.7,
+ "Dimension, cy (cm)": 1.5,
+ "Second Moment of Area, Y-Y (cm4)": 93.1,
+ "Second Moment of Area, Z-Z (cm4)": 353.0,
+ "Radius of Gyration, Y-Y (cm)": 1.99,
+ "Radius of Gyration, Z-Z (cm)": 3.87,
+ "Elastic Modulus of Flange, Y-Y (cm3)": 60.7,
+ "Elastic Modulus of Toe, Y-Y (cm3)": 14.2,
+ "Elastic Modulus of Toe, Z-Z (cm3)": 45.7,
+ "Plastic Modulus, Y-Y (cm3)": 27.1,
+ "Plastic Modulus, Z-Z (cm3)": 69.8,
+ "Buckling Parameter, U": 0.277,
+ "Torsional Index, X": 44.9,
+ "Mono-Symmetry Index, \u03c8": 9.54,
+ "Warping Constant, Iw (cm6)": 23.5
+ },
+ "152x76x15": {
+ "Is Non-Standard": false,
+ "Cut from Universal Beam (Section Designation)": "152x152x30",
+ "Mass Per Metre (kg/m)": 15.0,
+ "Width of Section, b (mm)": 152.9,
+ "Depth of Section, h (mm)": 78.7,
+ "Web Thickness, tw (mm)": 6.5,
+ "Flange Thickness, tf (mm)": 9.4,
+ "Root Radius, r (mm)": 7.6,
+ "Ratios for Local Web Buckling, cw/tw": 12.11,
+ "Ratios for Local Flange Buckling, cf/tf": 7.0,
+ "Dimension, cy (cm)": 1.4,
+ "Second Moment of Area, Y-Y (cm4)": 72.2,
+ "Second Moment of Area, Z-Z (cm4)": 280.0,
+ "Radius of Gyration, Y-Y (cm)": 1.94,
+ "Radius of Gyration, Z-Z (cm)": 3.83,
+ "Elastic Modulus of Flange, Y-Y (cm3)": 51.4,
+ "Elastic Modulus of Toe, Y-Y (cm3)": 11.2,
+ "Elastic Modulus of Toe, Z-Z (cm3)": 36.7,
+ "Plastic Modulus, Y-Y (cm3)": 20.9,
+ "Plastic Modulus, Z-Z (cm3)": 55.8,
+ "Buckling Parameter, U": 0.269,
+ "Torsional Index, X": 23.7,
+ "Mono-Symmetry Index, \u03c8": 5.24,
+ "Warping Constant, Iw (cm6)": 19.1
+ },
+ "152x76x12": {
+ "Is Non-Standard": false,
+ "Cut from Universal Beam (Section Designation)": "152x152x23",
+ "Mass Per Metre (kg/m)": 11.5,
+ "Width of Section, b (mm)": 152.2,
+ "Depth of Section, h (mm)": 76.1,
+ "Web Thickness, tw (mm)": 5.8,
+ "Flange Thickness, tf (mm)": 6.8,
+ "Root Radius, r (mm)": 7.6,
+ "Ratios for Local Web Buckling, cw/tw": 13.12,
+ "Ratios for Local Flange Buckling, cf/tf": 9.6,
+ "Dimension, cy (cm)": 1.4,
+ "Second Moment of Area, Y-Y (cm4)": 58.5,
+ "Second Moment of Area, Z-Z (cm4)": 200.0,
+ "Radius of Gyration, Y-Y (cm)": 2.0,
+ "Radius of Gyration, Z-Z (cm)": 3.7,
+ "Elastic Modulus of Flange, Y-Y (cm3)": 41.9,
+ "Elastic Modulus of Toe, Y-Y (cm3)": 9.4,
+ "Elastic Modulus of Toe, Z-Z (cm3)": 26.3,
+ "Plastic Modulus, Y-Y (cm3)": 16.9,
+ "Plastic Modulus, Z-Z (cm3)": 40.1,
+ "Buckling Parameter, U": 0.278,
+ "Torsional Index, X": 9.78,
+ "Mono-Symmetry Index, \u03c8": 2.3,
+ "Warping Constant, Iw (cm6)": 14.6
+ }
+}
\ No newline at end of file
diff --git a/src/.d/bluebook/properties/ub.json b/src/.d/bluebook/properties/ub.json
new file mode 100644
index 0000000..1f91e79
--- /dev/null
+++ b/src/.d/bluebook/properties/ub.json
@@ -0,0 +1,3212 @@
+{
+ "1016x305x584": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 584.0,
+ "Depth of Section, h (mm)": 1056.0,
+ "Width of Section, b (mm)": 314.0,
+ "Web Thickness, tw (mm)": 36.0,
+ "Flange Thickness, tf (mm)": 64.0,
+ "Root Radius, r (mm)": 30.0,
+ "Depth Between Fillets, d (mm)": 868.1,
+ "Ratios for Local Web Buckling, cw/tw": 24.1,
+ "Ratios for Local Flange Buckling, cf/tf": 1.7,
+ "End Clearance Dimension for Detailing, C (mm)": 20.0,
+ "Longitudinal Notch Dimension, N (mm)": 150.0,
+ "Vertical Notch Dimension, n (mm)": 94.0,
+ "Surface Area Per Metre (m2)": 3.69,
+ "Surface Area Per Tonne (m2)": 6.32,
+ "Second Moment of Area, Y-Y (cm4)": 1246000.0,
+ "Second Moment of Area, Z-Z (cm4)": 33400.0,
+ "Radius of Gyration, Y-Y (cm)": 40.9,
+ "Radius of Gyration, Z-Z (cm)": 6.7,
+ "Elastic Modulus, Y-Y (cm3)": 23600.0,
+ "Elastic Modulus, Z-Z (cm3)": 2130.0,
+ "Plastic Modulus, Y-Y (cm3)": 28000.0,
+ "Plastic Modulus, Z-Z (cm3)": 3480.0,
+ "Buckling Parameter, U": 0.869,
+ "Torsional Index, X": 18.0,
+ "Warping Constant, Iw (dm6)": 81.2,
+ "Torsional Constant, IT (cm4)": 7150.0,
+ "Area of Section, A (cm2)": 744.0
+ },
+ "1016x305x494": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 494.0,
+ "Depth of Section, h (mm)": 1036.0,
+ "Width of Section, b (mm)": 309.0,
+ "Web Thickness, tw (mm)": 31.0,
+ "Flange Thickness, tf (mm)": 54.0,
+ "Root Radius, r (mm)": 30.0,
+ "Depth Between Fillets, d (mm)": 868.1,
+ "Ratios for Local Web Buckling, cw/tw": 28.0,
+ "Ratios for Local Flange Buckling, cf/tf": 2.02,
+ "End Clearance Dimension for Detailing, C (mm)": 18.0,
+ "Longitudinal Notch Dimension, N (mm)": 150.0,
+ "Vertical Notch Dimension, n (mm)": 84.0,
+ "Surface Area Per Metre (m2)": 3.24,
+ "Surface Area Per Tonne (m2)": 6.56,
+ "Second Moment of Area, Y-Y (cm4)": 1028000.0,
+ "Second Moment of Area, Z-Z (cm4)": 26800.0,
+ "Radius of Gyration, Y-Y (cm)": 40.4,
+ "Radius of Gyration, Z-Z (cm)": 6.53,
+ "Elastic Modulus, Y-Y (cm3)": 19800.0,
+ "Elastic Modulus, Z-Z (cm3)": 1740.0,
+ "Plastic Modulus, Y-Y (cm3)": 23400.0,
+ "Plastic Modulus, Z-Z (cm3)": 2820.0,
+ "Buckling Parameter, U": 0.867,
+ "Torsional Index, X": 20.9,
+ "Warping Constant, Iw (dm6)": 64.0,
+ "Torsional Constant, IT (cm4)": 4400.0,
+ "Area of Section, A (cm2)": 629.0
+ },
+ "1016x305x438": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 438.0,
+ "Depth of Section, h (mm)": 1026.0,
+ "Width of Section, b (mm)": 305.0,
+ "Web Thickness, tw (mm)": 26.9,
+ "Flange Thickness, tf (mm)": 49.0,
+ "Root Radius, r (mm)": 30.0,
+ "Depth Between Fillets, d (mm)": 868.1,
+ "Ratios for Local Web Buckling, cw/tw": 32.3,
+ "Ratios for Local Flange Buckling, cf/tf": 2.23,
+ "End Clearance Dimension for Detailing, C (mm)": 15.0,
+ "Longitudinal Notch Dimension, N (mm)": 150.0,
+ "Vertical Notch Dimension, n (mm)": 80.0,
+ "Surface Area Per Metre (m2)": 3.17,
+ "Surface Area Per Tonne (m2)": 7.24,
+ "Second Moment of Area, Y-Y (cm4)": 910000.0,
+ "Second Moment of Area, Z-Z (cm4)": 23400.0,
+ "Radius of Gyration, Y-Y (cm)": 40.4,
+ "Radius of Gyration, Z-Z (cm)": 6.49,
+ "Elastic Modulus, Y-Y (cm3)": 17700.0,
+ "Elastic Modulus, Z-Z (cm3)": 1540.0,
+ "Plastic Modulus, Y-Y (cm3)": 20800.0,
+ "Plastic Modulus, Z-Z (cm3)": 2470.0,
+ "Buckling Parameter, U": 0.869,
+ "Torsional Index, X": 23.1,
+ "Warping Constant, Iw (dm6)": 56.0,
+ "Torsional Constant, IT (cm4)": 3190.0,
+ "Area of Section, A (cm2)": 556.0
+ },
+ "1016x305x415": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 415.0,
+ "Depth of Section, h (mm)": 1020.0,
+ "Width of Section, b (mm)": 304.0,
+ "Web Thickness, tw (mm)": 26.0,
+ "Flange Thickness, tf (mm)": 46.0,
+ "Root Radius, r (mm)": 30.0,
+ "Depth Between Fillets, d (mm)": 868.1,
+ "Ratios for Local Web Buckling, cw/tw": 33.4,
+ "Ratios for Local Flange Buckling, cf/tf": 2.37,
+ "End Clearance Dimension for Detailing, C (mm)": 15.0,
+ "Longitudinal Notch Dimension, N (mm)": 150.0,
+ "Vertical Notch Dimension, n (mm)": 76.0,
+ "Surface Area Per Metre (m2)": 3.17,
+ "Surface Area Per Tonne (m2)": 7.64,
+ "Second Moment of Area, Y-Y (cm4)": 853000.0,
+ "Second Moment of Area, Z-Z (cm4)": 21700.0,
+ "Radius of Gyration, Y-Y (cm)": 40.2,
+ "Radius of Gyration, Z-Z (cm)": 6.41,
+ "Elastic Modulus, Y-Y (cm3)": 16700.0,
+ "Elastic Modulus, Z-Z (cm3)": 1430.0,
+ "Plastic Modulus, Y-Y (cm3)": 19600.0,
+ "Plastic Modulus, Z-Z (cm3)": 2300.0,
+ "Buckling Parameter, U": 0.868,
+ "Torsional Index, X": 24.3,
+ "Warping Constant, Iw (dm6)": 51.1,
+ "Torsional Constant, IT (cm4)": 2700.0,
+ "Area of Section, A (cm2)": 529.0
+ },
+ "1016x305x393": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 392.7,
+ "Depth of Section, h (mm)": 1015.9,
+ "Width of Section, b (mm)": 303.0,
+ "Web Thickness, tw (mm)": 24.4,
+ "Flange Thickness, tf (mm)": 43.9,
+ "Root Radius, r (mm)": 30.0,
+ "Depth Between Fillets, d (mm)": 868.1,
+ "Ratios for Local Web Buckling, cw/tw": 35.6,
+ "Ratios for Local Flange Buckling, cf/tf": 2.49,
+ "End Clearance Dimension for Detailing, C (mm)": 14.0,
+ "Longitudinal Notch Dimension, N (mm)": 150.0,
+ "Vertical Notch Dimension, n (mm)": 74.0,
+ "Surface Area Per Metre (m2)": 3.14,
+ "Surface Area Per Tonne (m2)": 8.0,
+ "Second Moment of Area, Y-Y (cm4)": 808000.0,
+ "Second Moment of Area, Z-Z (cm4)": 20500.0,
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+ "Torsional Index, X": 43.1,
+ "Warping Constant, Iw (dm6)": 0.027,
+ "Torsional Constant, IT (cm4)": 4.77,
+ "Area of Section, A (cm2)": 31.6
+ },
+ "254x146x43": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 43.0,
+ "Depth of Section, h (mm)": 259.6,
+ "Width of Section, b (mm)": 147.3,
+ "Web Thickness, tw (mm)": 7.2,
+ "Flange Thickness, tf (mm)": 12.7,
+ "Root Radius, r (mm)": 7.6,
+ "Depth Between Fillets, d (mm)": 219.0,
+ "Ratios for Local Web Buckling, cw/tw": 30.4,
+ "Ratios for Local Flange Buckling, cf/tf": 4.92,
+ "End Clearance Dimension for Detailing, C (mm)": 6.0,
+ "Longitudinal Notch Dimension, N (mm)": 82.0,
+ "Vertical Notch Dimension, n (mm)": 22.0,
+ "Surface Area Per Metre (m2)": 1.08,
+ "Surface Area Per Tonne (m2)": 25.1,
+ "Second Moment of Area, Y-Y (cm4)": 6540.0,
+ "Second Moment of Area, Z-Z (cm4)": 677.0,
+ "Radius of Gyration, Y-Y (cm)": 10.9,
+ "Radius of Gyration, Z-Z (cm)": 3.52,
+ "Elastic Modulus, Y-Y (cm3)": 504.0,
+ "Elastic Modulus, Z-Z (cm3)": 92.0,
+ "Plastic Modulus, Y-Y (cm3)": 566.0,
+ "Plastic Modulus, Z-Z (cm3)": 141.0,
+ "Buckling Parameter, U": 0.89,
+ "Torsional Index, X": 21.1,
+ "Warping Constant, Iw (dm6)": 0.103,
+ "Torsional Constant, IT (cm4)": 23.9,
+ "Area of Section, A (cm2)": 54.8
+ },
+ "254x146x37": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 37.0,
+ "Depth of Section, h (mm)": 256.0,
+ "Width of Section, b (mm)": 146.4,
+ "Web Thickness, tw (mm)": 6.3,
+ "Flange Thickness, tf (mm)": 10.9,
+ "Root Radius, r (mm)": 7.6,
+ "Depth Between Fillets, d (mm)": 219.0,
+ "Ratios for Local Web Buckling, cw/tw": 34.8,
+ "Ratios for Local Flange Buckling, cf/tf": 5.73,
+ "End Clearance Dimension for Detailing, C (mm)": 5.0,
+ "Longitudinal Notch Dimension, N (mm)": 82.0,
+ "Vertical Notch Dimension, n (mm)": 20.0,
+ "Surface Area Per Metre (m2)": 1.07,
+ "Surface Area Per Tonne (m2)": 28.9,
+ "Second Moment of Area, Y-Y (cm4)": 5540.0,
+ "Second Moment of Area, Z-Z (cm4)": 571.0,
+ "Radius of Gyration, Y-Y (cm)": 10.8,
+ "Radius of Gyration, Z-Z (cm)": 3.48,
+ "Elastic Modulus, Y-Y (cm3)": 433.0,
+ "Elastic Modulus, Z-Z (cm3)": 78.0,
+ "Plastic Modulus, Y-Y (cm3)": 483.0,
+ "Plastic Modulus, Z-Z (cm3)": 119.0,
+ "Buckling Parameter, U": 0.889,
+ "Torsional Index, X": 24.3,
+ "Warping Constant, Iw (dm6)": 0.0857,
+ "Torsional Constant, IT (cm4)": 15.3,
+ "Area of Section, A (cm2)": 47.2
+ },
+ "254x146x31": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 31.1,
+ "Depth of Section, h (mm)": 251.4,
+ "Width of Section, b (mm)": 146.1,
+ "Web Thickness, tw (mm)": 6.0,
+ "Flange Thickness, tf (mm)": 8.6,
+ "Root Radius, r (mm)": 7.6,
+ "Depth Between Fillets, d (mm)": 219.0,
+ "Ratios for Local Web Buckling, cw/tw": 36.5,
+ "Ratios for Local Flange Buckling, cf/tf": 7.26,
+ "End Clearance Dimension for Detailing, C (mm)": 5.0,
+ "Longitudinal Notch Dimension, N (mm)": 82.0,
+ "Vertical Notch Dimension, n (mm)": 18.0,
+ "Surface Area Per Metre (m2)": 1.06,
+ "Surface Area Per Tonne (m2)": 34.1,
+ "Second Moment of Area, Y-Y (cm4)": 4410.0,
+ "Second Moment of Area, Z-Z (cm4)": 448.0,
+ "Radius of Gyration, Y-Y (cm)": 10.5,
+ "Radius of Gyration, Z-Z (cm)": 3.36,
+ "Elastic Modulus, Y-Y (cm3)": 351.0,
+ "Elastic Modulus, Z-Z (cm3)": 61.3,
+ "Plastic Modulus, Y-Y (cm3)": 393.0,
+ "Plastic Modulus, Z-Z (cm3)": 94.1,
+ "Buckling Parameter, U": 0.879,
+ "Torsional Index, X": 29.6,
+ "Warping Constant, Iw (dm6)": 0.066,
+ "Torsional Constant, IT (cm4)": 8.55,
+ "Area of Section, A (cm2)": 39.7
+ },
+ "254x102x28": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 28.3,
+ "Depth of Section, h (mm)": 260.4,
+ "Width of Section, b (mm)": 102.2,
+ "Web Thickness, tw (mm)": 6.3,
+ "Flange Thickness, tf (mm)": 10.0,
+ "Root Radius, r (mm)": 7.6,
+ "Depth Between Fillets, d (mm)": 225.2,
+ "Ratios for Local Web Buckling, cw/tw": 35.7,
+ "Ratios for Local Flange Buckling, cf/tf": 4.04,
+ "End Clearance Dimension for Detailing, C (mm)": 5.0,
+ "Longitudinal Notch Dimension, N (mm)": 58.0,
+ "Vertical Notch Dimension, n (mm)": 18.0,
+ "Surface Area Per Metre (m2)": 0.904,
+ "Surface Area Per Tonne (m2)": 31.9,
+ "Second Moment of Area, Y-Y (cm4)": 4000.0,
+ "Second Moment of Area, Z-Z (cm4)": 179.0,
+ "Radius of Gyration, Y-Y (cm)": 10.5,
+ "Radius of Gyration, Z-Z (cm)": 2.22,
+ "Elastic Modulus, Y-Y (cm3)": 308.0,
+ "Elastic Modulus, Z-Z (cm3)": 34.9,
+ "Plastic Modulus, Y-Y (cm3)": 353.0,
+ "Plastic Modulus, Z-Z (cm3)": 54.8,
+ "Buckling Parameter, U": 0.874,
+ "Torsional Index, X": 27.5,
+ "Warping Constant, Iw (dm6)": 0.028,
+ "Torsional Constant, IT (cm4)": 9.57,
+ "Area of Section, A (cm2)": 36.1
+ },
+ "254x102x25": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 25.2,
+ "Depth of Section, h (mm)": 257.2,
+ "Width of Section, b (mm)": 101.9,
+ "Web Thickness, tw (mm)": 6.0,
+ "Flange Thickness, tf (mm)": 8.4,
+ "Root Radius, r (mm)": 7.6,
+ "Depth Between Fillets, d (mm)": 225.2,
+ "Ratios for Local Web Buckling, cw/tw": 37.5,
+ "Ratios for Local Flange Buckling, cf/tf": 4.8,
+ "End Clearance Dimension for Detailing, C (mm)": 5.0,
+ "Longitudinal Notch Dimension, N (mm)": 58.0,
+ "Vertical Notch Dimension, n (mm)": 16.0,
+ "Surface Area Per Metre (m2)": 0.897,
+ "Surface Area Per Tonne (m2)": 35.6,
+ "Second Moment of Area, Y-Y (cm4)": 3410.0,
+ "Second Moment of Area, Z-Z (cm4)": 149.0,
+ "Radius of Gyration, Y-Y (cm)": 10.3,
+ "Radius of Gyration, Z-Z (cm)": 2.15,
+ "Elastic Modulus, Y-Y (cm3)": 266.0,
+ "Elastic Modulus, Z-Z (cm3)": 29.2,
+ "Plastic Modulus, Y-Y (cm3)": 306.0,
+ "Plastic Modulus, Z-Z (cm3)": 46.0,
+ "Buckling Parameter, U": 0.868,
+ "Torsional Index, X": 31.4,
+ "Warping Constant, Iw (dm6)": 0.023,
+ "Torsional Constant, IT (cm4)": 6.42,
+ "Area of Section, A (cm2)": 32.0
+ },
+ "254x102x22": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 22.0,
+ "Depth of Section, h (mm)": 254.0,
+ "Width of Section, b (mm)": 101.6,
+ "Web Thickness, tw (mm)": 5.7,
+ "Flange Thickness, tf (mm)": 6.8,
+ "Root Radius, r (mm)": 7.6,
+ "Depth Between Fillets, d (mm)": 225.2,
+ "Ratios for Local Web Buckling, cw/tw": 39.5,
+ "Ratios for Local Flange Buckling, cf/tf": 5.93,
+ "End Clearance Dimension for Detailing, C (mm)": 5.0,
+ "Longitudinal Notch Dimension, N (mm)": 58.0,
+ "Vertical Notch Dimension, n (mm)": 16.0,
+ "Surface Area Per Metre (m2)": 0.89,
+ "Surface Area Per Tonne (m2)": 40.5,
+ "Second Moment of Area, Y-Y (cm4)": 2840.0,
+ "Second Moment of Area, Z-Z (cm4)": 119.0,
+ "Radius of Gyration, Y-Y (cm)": 10.1,
+ "Radius of Gyration, Z-Z (cm)": 2.06,
+ "Elastic Modulus, Y-Y (cm3)": 224.0,
+ "Elastic Modulus, Z-Z (cm3)": 23.5,
+ "Plastic Modulus, Y-Y (cm3)": 259.0,
+ "Plastic Modulus, Z-Z (cm3)": 37.3,
+ "Buckling Parameter, U": 0.856,
+ "Torsional Index, X": 36.3,
+ "Warping Constant, Iw (dm6)": 0.0182,
+ "Torsional Constant, IT (cm4)": 4.15,
+ "Area of Section, A (cm2)": 28.0
+ },
+ "203x133x30": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 30.0,
+ "Depth of Section, h (mm)": 206.8,
+ "Width of Section, b (mm)": 133.9,
+ "Web Thickness, tw (mm)": 6.4,
+ "Flange Thickness, tf (mm)": 9.6,
+ "Root Radius, r (mm)": 7.6,
+ "Depth Between Fillets, d (mm)": 172.4,
+ "Ratios for Local Web Buckling, cw/tw": 26.9,
+ "Ratios for Local Flange Buckling, cf/tf": 5.85,
+ "End Clearance Dimension for Detailing, C (mm)": 5.0,
+ "Longitudinal Notch Dimension, N (mm)": 74.0,
+ "Vertical Notch Dimension, n (mm)": 18.0,
+ "Surface Area Per Metre (m2)": 0.923,
+ "Surface Area Per Tonne (m2)": 30.8,
+ "Second Moment of Area, Y-Y (cm4)": 2900.0,
+ "Second Moment of Area, Z-Z (cm4)": 385.0,
+ "Radius of Gyration, Y-Y (cm)": 8.71,
+ "Radius of Gyration, Z-Z (cm)": 3.17,
+ "Elastic Modulus, Y-Y (cm3)": 280.0,
+ "Elastic Modulus, Z-Z (cm3)": 57.5,
+ "Plastic Modulus, Y-Y (cm3)": 314.0,
+ "Plastic Modulus, Z-Z (cm3)": 88.2,
+ "Buckling Parameter, U": 0.881,
+ "Torsional Index, X": 21.5,
+ "Warping Constant, Iw (dm6)": 0.0374,
+ "Torsional Constant, IT (cm4)": 10.3,
+ "Area of Section, A (cm2)": 38.2
+ },
+ "203x133x25": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 25.1,
+ "Depth of Section, h (mm)": 203.2,
+ "Width of Section, b (mm)": 133.2,
+ "Web Thickness, tw (mm)": 5.7,
+ "Flange Thickness, tf (mm)": 7.8,
+ "Root Radius, r (mm)": 7.6,
+ "Depth Between Fillets, d (mm)": 172.4,
+ "Ratios for Local Web Buckling, cw/tw": 30.2,
+ "Ratios for Local Flange Buckling, cf/tf": 7.2,
+ "End Clearance Dimension for Detailing, C (mm)": 5.0,
+ "Longitudinal Notch Dimension, N (mm)": 74.0,
+ "Vertical Notch Dimension, n (mm)": 16.0,
+ "Surface Area Per Metre (m2)": 0.915,
+ "Surface Area Per Tonne (m2)": 36.5,
+ "Second Moment of Area, Y-Y (cm4)": 2340.0,
+ "Second Moment of Area, Z-Z (cm4)": 308.0,
+ "Radius of Gyration, Y-Y (cm)": 8.56,
+ "Radius of Gyration, Z-Z (cm)": 3.1,
+ "Elastic Modulus, Y-Y (cm3)": 230.0,
+ "Elastic Modulus, Z-Z (cm3)": 46.2,
+ "Plastic Modulus, Y-Y (cm3)": 258.0,
+ "Plastic Modulus, Z-Z (cm3)": 70.9,
+ "Buckling Parameter, U": 0.877,
+ "Torsional Index, X": 25.6,
+ "Warping Constant, Iw (dm6)": 0.0294,
+ "Torsional Constant, IT (cm4)": 5.96,
+ "Area of Section, A (cm2)": 32.0
+ },
+ "203x102x23": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 23.1,
+ "Depth of Section, h (mm)": 203.2,
+ "Width of Section, b (mm)": 101.8,
+ "Web Thickness, tw (mm)": 5.4,
+ "Flange Thickness, tf (mm)": 9.3,
+ "Root Radius, r (mm)": 7.6,
+ "Depth Between Fillets, d (mm)": 169.4,
+ "Ratios for Local Web Buckling, cw/tw": 31.4,
+ "Ratios for Local Flange Buckling, cf/tf": 4.37,
+ "End Clearance Dimension for Detailing, C (mm)": 5.0,
+ "Longitudinal Notch Dimension, N (mm)": 60.0,
+ "Vertical Notch Dimension, n (mm)": 18.0,
+ "Surface Area Per Metre (m2)": 0.79,
+ "Surface Area Per Tonne (m2)": 34.2,
+ "Second Moment of Area, Y-Y (cm4)": 2100.0,
+ "Second Moment of Area, Z-Z (cm4)": 164.0,
+ "Radius of Gyration, Y-Y (cm)": 8.46,
+ "Radius of Gyration, Z-Z (cm)": 2.36,
+ "Elastic Modulus, Y-Y (cm3)": 207.0,
+ "Elastic Modulus, Z-Z (cm3)": 32.2,
+ "Plastic Modulus, Y-Y (cm3)": 234.0,
+ "Plastic Modulus, Z-Z (cm3)": 49.7,
+ "Buckling Parameter, U": 0.888,
+ "Torsional Index, X": 22.4,
+ "Warping Constant, Iw (dm6)": 0.0154,
+ "Torsional Constant, IT (cm4)": 7.02,
+ "Area of Section, A (cm2)": 29.4
+ },
+ "178x102x19": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 19.0,
+ "Depth of Section, h (mm)": 177.8,
+ "Width of Section, b (mm)": 101.2,
+ "Web Thickness, tw (mm)": 4.8,
+ "Flange Thickness, tf (mm)": 7.9,
+ "Root Radius, r (mm)": 7.6,
+ "Depth Between Fillets, d (mm)": 146.8,
+ "Ratios for Local Web Buckling, cw/tw": 30.6,
+ "Ratios for Local Flange Buckling, cf/tf": 5.14,
+ "End Clearance Dimension for Detailing, C (mm)": 4.0,
+ "Longitudinal Notch Dimension, N (mm)": 60.0,
+ "Vertical Notch Dimension, n (mm)": 16.0,
+ "Surface Area Per Metre (m2)": 0.738,
+ "Surface Area Per Tonne (m2)": 38.8,
+ "Second Moment of Area, Y-Y (cm4)": 1360.0,
+ "Second Moment of Area, Z-Z (cm4)": 137.0,
+ "Radius of Gyration, Y-Y (cm)": 7.48,
+ "Radius of Gyration, Z-Z (cm)": 2.37,
+ "Elastic Modulus, Y-Y (cm3)": 153.0,
+ "Elastic Modulus, Z-Z (cm3)": 27.0,
+ "Plastic Modulus, Y-Y (cm3)": 171.0,
+ "Plastic Modulus, Z-Z (cm3)": 41.6,
+ "Buckling Parameter, U": 0.886,
+ "Torsional Index, X": 22.6,
+ "Warping Constant, Iw (dm6)": 0.0099,
+ "Torsional Constant, IT (cm4)": 4.41,
+ "Area of Section, A (cm2)": 24.3
+ },
+ "152x89x16": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 16.0,
+ "Depth of Section, h (mm)": 152.4,
+ "Width of Section, b (mm)": 88.7,
+ "Web Thickness, tw (mm)": 4.5,
+ "Flange Thickness, tf (mm)": 7.7,
+ "Root Radius, r (mm)": 7.6,
+ "Depth Between Fillets, d (mm)": 121.8,
+ "Ratios for Local Web Buckling, cw/tw": 27.1,
+ "Ratios for Local Flange Buckling, cf/tf": 4.48,
+ "End Clearance Dimension for Detailing, C (mm)": 4.0,
+ "Longitudinal Notch Dimension, N (mm)": 54.0,
+ "Vertical Notch Dimension, n (mm)": 16.0,
+ "Surface Area Per Metre (m2)": 0.638,
+ "Surface Area Per Tonne (m2)": 39.9,
+ "Second Moment of Area, Y-Y (cm4)": 834.0,
+ "Second Moment of Area, Z-Z (cm4)": 89.8,
+ "Radius of Gyration, Y-Y (cm)": 6.41,
+ "Radius of Gyration, Z-Z (cm)": 2.1,
+ "Elastic Modulus, Y-Y (cm3)": 109.0,
+ "Elastic Modulus, Z-Z (cm3)": 20.2,
+ "Plastic Modulus, Y-Y (cm3)": 123.0,
+ "Plastic Modulus, Z-Z (cm3)": 31.2,
+ "Buckling Parameter, U": 0.889,
+ "Torsional Index, X": 19.5,
+ "Warping Constant, Iw (dm6)": 0.0047,
+ "Torsional Constant, IT (cm4)": 3.56,
+ "Area of Section, A (cm2)": 20.3
+ },
+ "127x76x13": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 13.0,
+ "Depth of Section, h (mm)": 127.0,
+ "Width of Section, b (mm)": 76.0,
+ "Web Thickness, tw (mm)": 4.0,
+ "Flange Thickness, tf (mm)": 7.6,
+ "Root Radius, r (mm)": 7.6,
+ "Depth Between Fillets, d (mm)": 96.6,
+ "Ratios for Local Web Buckling, cw/tw": 24.2,
+ "Ratios for Local Flange Buckling, cf/tf": 3.74,
+ "End Clearance Dimension for Detailing, C (mm)": 4.0,
+ "Longitudinal Notch Dimension, N (mm)": 46.0,
+ "Vertical Notch Dimension, n (mm)": 16.0,
+ "Surface Area Per Metre (m2)": 0.537,
+ "Surface Area Per Tonne (m2)": 41.3,
+ "Second Moment of Area, Y-Y (cm4)": 473.0,
+ "Second Moment of Area, Z-Z (cm4)": 55.7,
+ "Radius of Gyration, Y-Y (cm)": 5.35,
+ "Radius of Gyration, Z-Z (cm)": 1.84,
+ "Elastic Modulus, Y-Y (cm3)": 74.6,
+ "Elastic Modulus, Z-Z (cm3)": 14.7,
+ "Plastic Modulus, Y-Y (cm3)": 84.2,
+ "Plastic Modulus, Z-Z (cm3)": 22.6,
+ "Buckling Parameter, U": 0.894,
+ "Torsional Index, X": 16.3,
+ "Warping Constant, Iw (dm6)": 0.002,
+ "Torsional Constant, IT (cm4)": 2.85,
+ "Area of Section, A (cm2)": 16.5
+ }
+}
\ No newline at end of file
diff --git a/src/.d/bluebook/properties/ubp.json b/src/.d/bluebook/properties/ubp.json
new file mode 100644
index 0000000..7df529b
--- /dev/null
+++ b/src/.d/bluebook/properties/ubp.json
@@ -0,0 +1,512 @@
+{
+ "356x368x174": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 173.9,
+ "Depth of Section, h (mm)": 361.4,
+ "Width of Section, b (mm)": 378.5,
+ "Web Thickness, tw (mm)": 20.3,
+ "Flange Thickness, tf (mm)": 20.4,
+ "Root Radius, r (mm)": 15.2,
+ "Depth Between Fillets, d (mm)": 290.2,
+ "Ratios for Local Web Buckling, cw/tw": 14.3,
+ "Ratios for Local Flange Buckling, cf/tf": 8.03,
+ "End Clearance Dimension for Detailing, C (mm)": 12.0,
+ "Longitudinal Notch Dimension, N (mm)": 190.0,
+ "Vertical Notch Dimension, n (mm)": 36.0,
+ "Surface Area Per Metre (m2)": 2.17,
+ "Surface Area Per Tonne (m2)": 12.5,
+ "Second Moment of Area, Y-Y (cm4)": 51000.0,
+ "Second Moment of Area, Z-Z (cm4)": 18500.0,
+ "Radius of Gyration, Y-Y (cm)": 15.2,
+ "Radius of Gyration, Z-Z (cm)": 9.13,
+ "Elastic Modulus, Y-Y (cm3)": 2820.0,
+ "Elastic Modulus, Z-Z (cm3)": 976.0,
+ "Plastic Modulus, Y-Y (cm3)": 3190.0,
+ "Plastic Modulus, Z-Z (cm3)": 1500.0,
+ "Buckling Parameter, U": 0.822,
+ "Torsional Index, X": 15.8,
+ "Warping Constant, Iw (dm6)": 5.37,
+ "Torsional Constant, IT (cm4)": 330.0,
+ "Area of Section, A (cm2)": 221.0
+ },
+ "356x368x152": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 152.0,
+ "Depth of Section, h (mm)": 356.4,
+ "Width of Section, b (mm)": 376.0,
+ "Web Thickness, tw (mm)": 17.8,
+ "Flange Thickness, tf (mm)": 17.9,
+ "Root Radius, r (mm)": 15.2,
+ "Depth Between Fillets, d (mm)": 290.2,
+ "Ratios for Local Web Buckling, cw/tw": 16.3,
+ "Ratios for Local Flange Buckling, cf/tf": 9.16,
+ "End Clearance Dimension for Detailing, C (mm)": 11.0,
+ "Longitudinal Notch Dimension, N (mm)": 190.0,
+ "Vertical Notch Dimension, n (mm)": 34.0,
+ "Surface Area Per Metre (m2)": 2.16,
+ "Surface Area Per Tonne (m2)": 14.2,
+ "Second Moment of Area, Y-Y (cm4)": 44000.0,
+ "Second Moment of Area, Z-Z (cm4)": 15900.0,
+ "Radius of Gyration, Y-Y (cm)": 15.1,
+ "Radius of Gyration, Z-Z (cm)": 9.05,
+ "Elastic Modulus, Y-Y (cm3)": 2470.0,
+ "Elastic Modulus, Z-Z (cm3)": 845.0,
+ "Plastic Modulus, Y-Y (cm3)": 2770.0,
+ "Plastic Modulus, Z-Z (cm3)": 1290.0,
+ "Buckling Parameter, U": 0.821,
+ "Torsional Index, X": 17.8,
+ "Warping Constant, Iw (dm6)": 4.55,
+ "Torsional Constant, IT (cm4)": 223.0,
+ "Area of Section, A (cm2)": 194.0
+ },
+ "356x368x133": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 133.0,
+ "Depth of Section, h (mm)": 352.0,
+ "Width of Section, b (mm)": 373.8,
+ "Web Thickness, tw (mm)": 15.6,
+ "Flange Thickness, tf (mm)": 15.7,
+ "Root Radius, r (mm)": 15.2,
+ "Depth Between Fillets, d (mm)": 290.2,
+ "Ratios for Local Web Buckling, cw/tw": 18.6,
+ "Ratios for Local Flange Buckling, cf/tf": 10.44,
+ "End Clearance Dimension for Detailing, C (mm)": 10.0,
+ "Longitudinal Notch Dimension, N (mm)": 190.0,
+ "Vertical Notch Dimension, n (mm)": 32.0,
+ "Surface Area Per Metre (m2)": 2.14,
+ "Surface Area Per Tonne (m2)": 16.1,
+ "Second Moment of Area, Y-Y (cm4)": 38000.0,
+ "Second Moment of Area, Z-Z (cm4)": 13700.0,
+ "Radius of Gyration, Y-Y (cm)": 15.0,
+ "Radius of Gyration, Z-Z (cm)": 8.99,
+ "Elastic Modulus, Y-Y (cm3)": 2160.0,
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+ "Plastic Modulus, Y-Y (cm3)": 2410.0,
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+ "Torsional Index, X": 20.1,
+ "Warping Constant, Iw (dm6)": 3.87,
+ "Torsional Constant, IT (cm4)": 151.0,
+ "Area of Section, A (cm2)": 169.0
+ },
+ "356x368x109": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 108.9,
+ "Depth of Section, h (mm)": 346.4,
+ "Width of Section, b (mm)": 371.0,
+ "Web Thickness, tw (mm)": 12.8,
+ "Flange Thickness, tf (mm)": 12.9,
+ "Root Radius, r (mm)": 15.2,
+ "Depth Between Fillets, d (mm)": 290.2,
+ "Ratios for Local Web Buckling, cw/tw": 22.7,
+ "Ratios for Local Flange Buckling, cf/tf": 12.71,
+ "End Clearance Dimension for Detailing, C (mm)": 8.0,
+ "Longitudinal Notch Dimension, N (mm)": 190.0,
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+ "Surface Area Per Metre (m2)": 2.13,
+ "Surface Area Per Tonne (m2)": 19.6,
+ "Second Moment of Area, Y-Y (cm4)": 30600.0,
+ "Second Moment of Area, Z-Z (cm4)": 11000.0,
+ "Radius of Gyration, Y-Y (cm)": 14.9,
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+ "Elastic Modulus, Y-Y (cm3)": 1770.0,
+ "Elastic Modulus, Z-Z (cm3)": 592.0,
+ "Plastic Modulus, Y-Y (cm3)": 1960.0,
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+ "Torsional Index, X": 24.1,
+ "Warping Constant, Iw (dm6)": 3.05,
+ "Torsional Constant, IT (cm4)": 84.6,
+ "Area of Section, A (cm2)": 139.0
+ },
+ "305x305x223": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 222.9,
+ "Depth of Section, h (mm)": 337.9,
+ "Width of Section, b (mm)": 325.7,
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+ "Root Radius, r (mm)": 15.2,
+ "Depth Between Fillets, d (mm)": 246.7,
+ "Ratios for Local Web Buckling, cw/tw": 8.14,
+ "Ratios for Local Flange Buckling, cf/tf": 4.36,
+ "End Clearance Dimension for Detailing, C (mm)": 17.0,
+ "Longitudinal Notch Dimension, N (mm)": 158.0,
+ "Vertical Notch Dimension, n (mm)": 46.0,
+ "Surface Area Per Metre (m2)": 1.89,
+ "Surface Area Per Tonne (m2)": 8.48,
+ "Second Moment of Area, Y-Y (cm4)": 52700.0,
+ "Second Moment of Area, Z-Z (cm4)": 17600.0,
+ "Radius of Gyration, Y-Y (cm)": 13.6,
+ "Radius of Gyration, Z-Z (cm)": 7.87,
+ "Elastic Modulus, Y-Y (cm3)": 3120.0,
+ "Elastic Modulus, Z-Z (cm3)": 1080.0,
+ "Plastic Modulus, Y-Y (cm3)": 3650.0,
+ "Plastic Modulus, Z-Z (cm3)": 1680.0,
+ "Buckling Parameter, U": 0.826,
+ "Torsional Index, X": 9.53,
+ "Warping Constant, Iw (dm6)": 4.15,
+ "Torsional Constant, IT (cm4)": 943.0,
+ "Area of Section, A (cm2)": 284.0
+ },
+ "305x305x186": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 186.0,
+ "Depth of Section, h (mm)": 328.3,
+ "Width of Section, b (mm)": 320.9,
+ "Web Thickness, tw (mm)": 25.5,
+ "Flange Thickness, tf (mm)": 25.6,
+ "Root Radius, r (mm)": 15.2,
+ "Depth Between Fillets, d (mm)": 246.7,
+ "Ratios for Local Web Buckling, cw/tw": 9.67,
+ "Ratios for Local Flange Buckling, cf/tf": 5.18,
+ "End Clearance Dimension for Detailing, C (mm)": 15.0,
+ "Longitudinal Notch Dimension, N (mm)": 158.0,
+ "Vertical Notch Dimension, n (mm)": 42.0,
+ "Surface Area Per Metre (m2)": 1.86,
+ "Surface Area Per Tonne (m2)": 10.0,
+ "Second Moment of Area, Y-Y (cm4)": 42600.0,
+ "Second Moment of Area, Z-Z (cm4)": 14100.0,
+ "Radius of Gyration, Y-Y (cm)": 13.4,
+ "Radius of Gyration, Z-Z (cm)": 7.73,
+ "Elastic Modulus, Y-Y (cm3)": 2600.0,
+ "Elastic Modulus, Z-Z (cm3)": 881.0,
+ "Plastic Modulus, Y-Y (cm3)": 3000.0,
+ "Plastic Modulus, Z-Z (cm3)": 1370.0,
+ "Buckling Parameter, U": 0.826,
+ "Torsional Index, X": 11.2,
+ "Warping Constant, Iw (dm6)": 3.24,
+ "Torsional Constant, IT (cm4)": 560.0,
+ "Area of Section, A (cm2)": 237.0
+ },
+ "305x305x149": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 149.1,
+ "Depth of Section, h (mm)": 318.5,
+ "Width of Section, b (mm)": 316.0,
+ "Web Thickness, tw (mm)": 20.6,
+ "Flange Thickness, tf (mm)": 20.7,
+ "Root Radius, r (mm)": 15.2,
+ "Depth Between Fillets, d (mm)": 246.7,
+ "Ratios for Local Web Buckling, cw/tw": 12.0,
+ "Ratios for Local Flange Buckling, cf/tf": 6.4,
+ "End Clearance Dimension for Detailing, C (mm)": 12.0,
+ "Longitudinal Notch Dimension, N (mm)": 158.0,
+ "Vertical Notch Dimension, n (mm)": 36.0,
+ "Surface Area Per Metre (m2)": 1.83,
+ "Surface Area Per Tonne (m2)": 12.3,
+ "Second Moment of Area, Y-Y (cm4)": 33100.0,
+ "Second Moment of Area, Z-Z (cm4)": 10900.0,
+ "Radius of Gyration, Y-Y (cm)": 13.2,
+ "Radius of Gyration, Z-Z (cm)": 7.58,
+ "Elastic Modulus, Y-Y (cm3)": 2080.0,
+ "Elastic Modulus, Z-Z (cm3)": 691.0,
+ "Plastic Modulus, Y-Y (cm3)": 2370.0,
+ "Plastic Modulus, Z-Z (cm3)": 1070.0,
+ "Buckling Parameter, U": 0.828,
+ "Torsional Index, X": 13.5,
+ "Warping Constant, Iw (dm6)": 2.42,
+ "Torsional Constant, IT (cm4)": 295.0,
+ "Area of Section, A (cm2)": 190.0
+ },
+ "305x305x126": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 126.1,
+ "Depth of Section, h (mm)": 312.3,
+ "Width of Section, b (mm)": 312.9,
+ "Web Thickness, tw (mm)": 17.5,
+ "Flange Thickness, tf (mm)": 17.6,
+ "Root Radius, r (mm)": 15.2,
+ "Depth Between Fillets, d (mm)": 246.7,
+ "Ratios for Local Web Buckling, cw/tw": 14.1,
+ "Ratios for Local Flange Buckling, cf/tf": 7.53,
+ "End Clearance Dimension for Detailing, C (mm)": 11.0,
+ "Longitudinal Notch Dimension, N (mm)": 158.0,
+ "Vertical Notch Dimension, n (mm)": 34.0,
+ "Surface Area Per Metre (m2)": 1.82,
+ "Surface Area Per Tonne (m2)": 14.4,
+ "Second Moment of Area, Y-Y (cm4)": 27400.0,
+ "Second Moment of Area, Z-Z (cm4)": 9000.0,
+ "Radius of Gyration, Y-Y (cm)": 13.1,
+ "Radius of Gyration, Z-Z (cm)": 7.49,
+ "Elastic Modulus, Y-Y (cm3)": 1760.0,
+ "Elastic Modulus, Z-Z (cm3)": 575.0,
+ "Plastic Modulus, Y-Y (cm3)": 1990.0,
+ "Plastic Modulus, Z-Z (cm3)": 885.0,
+ "Buckling Parameter, U": 0.83,
+ "Torsional Index, X": 15.7,
+ "Warping Constant, Iw (dm6)": 1.95,
+ "Torsional Constant, IT (cm4)": 182.0,
+ "Area of Section, A (cm2)": 161.0
+ },
+ "305x305x110": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 110.0,
+ "Depth of Section, h (mm)": 307.9,
+ "Width of Section, b (mm)": 310.7,
+ "Web Thickness, tw (mm)": 15.3,
+ "Flange Thickness, tf (mm)": 15.4,
+ "Root Radius, r (mm)": 15.2,
+ "Depth Between Fillets, d (mm)": 246.7,
+ "Ratios for Local Web Buckling, cw/tw": 16.1,
+ "Ratios for Local Flange Buckling, cf/tf": 8.6,
+ "End Clearance Dimension for Detailing, C (mm)": 10.0,
+ "Longitudinal Notch Dimension, N (mm)": 158.0,
+ "Vertical Notch Dimension, n (mm)": 32.0,
+ "Surface Area Per Metre (m2)": 1.8,
+ "Surface Area Per Tonne (m2)": 16.4,
+ "Second Moment of Area, Y-Y (cm4)": 23600.0,
+ "Second Moment of Area, Z-Z (cm4)": 7710.0,
+ "Radius of Gyration, Y-Y (cm)": 13.0,
+ "Radius of Gyration, Z-Z (cm)": 7.42,
+ "Elastic Modulus, Y-Y (cm3)": 1530.0,
+ "Elastic Modulus, Z-Z (cm3)": 496.0,
+ "Plastic Modulus, Y-Y (cm3)": 1720.0,
+ "Plastic Modulus, Z-Z (cm3)": 762.0,
+ "Buckling Parameter, U": 0.84,
+ "Torsional Index, X": 17.7,
+ "Warping Constant, Iw (dm6)": 1.65,
+ "Torsional Constant, IT (cm4)": 122.0,
+ "Area of Section, A (cm2)": 140.0
+ },
+ "305x305x95": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 94.9,
+ "Depth of Section, h (mm)": 303.7,
+ "Width of Section, b (mm)": 308.7,
+ "Web Thickness, tw (mm)": 13.3,
+ "Flange Thickness, tf (mm)": 13.3,
+ "Root Radius, r (mm)": 15.2,
+ "Depth Between Fillets, d (mm)": 246.7,
+ "Ratios for Local Web Buckling, cw/tw": 18.5,
+ "Ratios for Local Flange Buckling, cf/tf": 9.96,
+ "End Clearance Dimension for Detailing, C (mm)": 9.0,
+ "Longitudinal Notch Dimension, N (mm)": 158.0,
+ "Vertical Notch Dimension, n (mm)": 30.0,
+ "Surface Area Per Metre (m2)": 1.79,
+ "Surface Area Per Tonne (m2)": 18.9,
+ "Second Moment of Area, Y-Y (cm4)": 20000.0,
+ "Second Moment of Area, Z-Z (cm4)": 6530.0,
+ "Radius of Gyration, Y-Y (cm)": 12.9,
+ "Radius of Gyration, Z-Z (cm)": 7.35,
+ "Elastic Modulus, Y-Y (cm3)": 1320.0,
+ "Elastic Modulus, Z-Z (cm3)": 423.0,
+ "Plastic Modulus, Y-Y (cm3)": 1470.0,
+ "Plastic Modulus, Z-Z (cm3)": 648.0,
+ "Buckling Parameter, U": 0.828,
+ "Torsional Index, X": 20.2,
+ "Warping Constant, Iw (dm6)": 1.38,
+ "Torsional Constant, IT (cm4)": 80.0,
+ "Area of Section, A (cm2)": 121.0
+ },
+ "305x305x88": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 88.0,
+ "Depth of Section, h (mm)": 301.7,
+ "Width of Section, b (mm)": 307.8,
+ "Web Thickness, tw (mm)": 12.4,
+ "Flange Thickness, tf (mm)": 12.3,
+ "Root Radius, r (mm)": 15.2,
+ "Depth Between Fillets, d (mm)": 246.7,
+ "Ratios for Local Web Buckling, cw/tw": 19.9,
+ "Ratios for Local Flange Buckling, cf/tf": 10.77,
+ "End Clearance Dimension for Detailing, C (mm)": 8.0,
+ "Longitudinal Notch Dimension, N (mm)": 158.0,
+ "Vertical Notch Dimension, n (mm)": 28.0,
+ "Surface Area Per Metre (m2)": 1.78,
+ "Surface Area Per Tonne (m2)": 20.2,
+ "Second Moment of Area, Y-Y (cm4)": 18400.0,
+ "Second Moment of Area, Z-Z (cm4)": 5980.0,
+ "Radius of Gyration, Y-Y (cm)": 12.8,
+ "Radius of Gyration, Z-Z (cm)": 7.31,
+ "Elastic Modulus, Y-Y (cm3)": 1220.0,
+ "Elastic Modulus, Z-Z (cm3)": 389.0,
+ "Plastic Modulus, Y-Y (cm3)": 1360.0,
+ "Plastic Modulus, Z-Z (cm3)": 595.0,
+ "Buckling Parameter, U": 0.831,
+ "Torsional Index, X": 21.6,
+ "Warping Constant, Iw (dm6)": 1.25,
+ "Torsional Constant, IT (cm4)": 64.2,
+ "Area of Section, A (cm2)": 112.0
+ },
+ "305x305x79": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 78.9,
+ "Depth of Section, h (mm)": 299.3,
+ "Width of Section, b (mm)": 306.4,
+ "Web Thickness, tw (mm)": 11.0,
+ "Flange Thickness, tf (mm)": 11.1,
+ "Root Radius, r (mm)": 15.2,
+ "Depth Between Fillets, d (mm)": 246.7,
+ "Ratios for Local Web Buckling, cw/tw": 22.4,
+ "Ratios for Local Flange Buckling, cf/tf": 11.94,
+ "End Clearance Dimension for Detailing, C (mm)": 8.0,
+ "Longitudinal Notch Dimension, N (mm)": 158.0,
+ "Vertical Notch Dimension, n (mm)": 28.0,
+ "Surface Area Per Metre (m2)": 1.78,
+ "Surface Area Per Tonne (m2)": 22.6,
+ "Second Moment of Area, Y-Y (cm4)": 16400.0,
+ "Second Moment of Area, Z-Z (cm4)": 5330.0,
+ "Radius of Gyration, Y-Y (cm)": 12.8,
+ "Radius of Gyration, Z-Z (cm)": 7.28,
+ "Elastic Modulus, Y-Y (cm3)": 1100.0,
+ "Elastic Modulus, Z-Z (cm3)": 348.0,
+ "Plastic Modulus, Y-Y (cm3)": 1220.0,
+ "Plastic Modulus, Z-Z (cm3)": 531.0,
+ "Buckling Parameter, U": 0.833,
+ "Torsional Index, X": 23.8,
+ "Warping Constant, Iw (dm6)": 1.11,
+ "Torsional Constant, IT (cm4)": 46.9,
+ "Area of Section, A (cm2)": 100.0
+ },
+ "254x254x85": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 85.1,
+ "Depth of Section, h (mm)": 254.3,
+ "Width of Section, b (mm)": 260.4,
+ "Web Thickness, tw (mm)": 14.4,
+ "Flange Thickness, tf (mm)": 14.3,
+ "Root Radius, r (mm)": 12.7,
+ "Depth Between Fillets, d (mm)": 200.3,
+ "Ratios for Local Web Buckling, cw/tw": 13.9,
+ "Ratios for Local Flange Buckling, cf/tf": 7.71,
+ "End Clearance Dimension for Detailing, C (mm)": 9.0,
+ "Longitudinal Notch Dimension, N (mm)": 134.0,
+ "Vertical Notch Dimension, n (mm)": 28.0,
+ "Surface Area Per Metre (m2)": 1.5,
+ "Surface Area Per Tonne (m2)": 17.6,
+ "Second Moment of Area, Y-Y (cm4)": 12300.0,
+ "Second Moment of Area, Z-Z (cm4)": 4220.0,
+ "Radius of Gyration, Y-Y (cm)": 10.6,
+ "Radius of Gyration, Z-Z (cm)": 6.24,
+ "Elastic Modulus, Y-Y (cm3)": 966.0,
+ "Elastic Modulus, Z-Z (cm3)": 324.0,
+ "Plastic Modulus, Y-Y (cm3)": 1090.0,
+ "Plastic Modulus, Z-Z (cm3)": 498.0,
+ "Buckling Parameter, U": 0.826,
+ "Torsional Index, X": 15.6,
+ "Warping Constant, Iw (dm6)": 0.607,
+ "Torsional Constant, IT (cm4)": 81.8,
+ "Area of Section, A (cm2)": 108.0
+ },
+ "254x254x71": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 71.0,
+ "Depth of Section, h (mm)": 249.7,
+ "Width of Section, b (mm)": 258.0,
+ "Web Thickness, tw (mm)": 12.0,
+ "Flange Thickness, tf (mm)": 12.0,
+ "Root Radius, r (mm)": 12.7,
+ "Depth Between Fillets, d (mm)": 200.3,
+ "Ratios for Local Web Buckling, cw/tw": 16.7,
+ "Ratios for Local Flange Buckling, cf/tf": 9.19,
+ "End Clearance Dimension for Detailing, C (mm)": 8.0,
+ "Longitudinal Notch Dimension, N (mm)": 134.0,
+ "Vertical Notch Dimension, n (mm)": 26.0,
+ "Surface Area Per Metre (m2)": 1.49,
+ "Surface Area Per Tonne (m2)": 21.0,
+ "Second Moment of Area, Y-Y (cm4)": 10100.0,
+ "Second Moment of Area, Z-Z (cm4)": 3440.0,
+ "Radius of Gyration, Y-Y (cm)": 10.6,
+ "Radius of Gyration, Z-Z (cm)": 6.17,
+ "Elastic Modulus, Y-Y (cm3)": 807.0,
+ "Elastic Modulus, Z-Z (cm3)": 267.0,
+ "Plastic Modulus, Y-Y (cm3)": 904.0,
+ "Plastic Modulus, Z-Z (cm3)": 409.0,
+ "Buckling Parameter, U": 0.827,
+ "Torsional Index, X": 18.4,
+ "Warping Constant, Iw (dm6)": 0.486,
+ "Torsional Constant, IT (cm4)": 48.4,
+ "Area of Section, A (cm2)": 90.4
+ },
+ "254x254x63": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 63.0,
+ "Depth of Section, h (mm)": 247.1,
+ "Width of Section, b (mm)": 256.6,
+ "Web Thickness, tw (mm)": 10.6,
+ "Flange Thickness, tf (mm)": 10.7,
+ "Root Radius, r (mm)": 12.7,
+ "Depth Between Fillets, d (mm)": 200.3,
+ "Ratios for Local Web Buckling, cw/tw": 18.9,
+ "Ratios for Local Flange Buckling, cf/tf": 10.31,
+ "End Clearance Dimension for Detailing, C (mm)": 7.0,
+ "Longitudinal Notch Dimension, N (mm)": 134.0,
+ "Vertical Notch Dimension, n (mm)": 24.0,
+ "Surface Area Per Metre (m2)": 1.48,
+ "Surface Area Per Tonne (m2)": 23.5,
+ "Second Moment of Area, Y-Y (cm4)": 8860.0,
+ "Second Moment of Area, Z-Z (cm4)": 3020.0,
+ "Radius of Gyration, Y-Y (cm)": 10.5,
+ "Radius of Gyration, Z-Z (cm)": 6.13,
+ "Elastic Modulus, Y-Y (cm3)": 717.0,
+ "Elastic Modulus, Z-Z (cm3)": 235.0,
+ "Plastic Modulus, Y-Y (cm3)": 799.0,
+ "Plastic Modulus, Z-Z (cm3)": 360.0,
+ "Buckling Parameter, U": 0.828,
+ "Torsional Index, X": 20.4,
+ "Warping Constant, Iw (dm6)": 0.421,
+ "Torsional Constant, IT (cm4)": 34.3,
+ "Area of Section, A (cm2)": 80.2
+ },
+ "203x203x54": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 53.9,
+ "Depth of Section, h (mm)": 204.0,
+ "Width of Section, b (mm)": 207.7,
+ "Web Thickness, tw (mm)": 11.3,
+ "Flange Thickness, tf (mm)": 11.4,
+ "Root Radius, r (mm)": 10.2,
+ "Depth Between Fillets, d (mm)": 160.8,
+ "Ratios for Local Web Buckling, cw/tw": 14.2,
+ "Ratios for Local Flange Buckling, cf/tf": 7.72,
+ "End Clearance Dimension for Detailing, C (mm)": 8.0,
+ "Longitudinal Notch Dimension, N (mm)": 110.0,
+ "Vertical Notch Dimension, n (mm)": 22.0,
+ "Surface Area Per Metre (m2)": 1.2,
+ "Surface Area Per Tonne (m2)": 22.3,
+ "Second Moment of Area, Y-Y (cm4)": 5030.0,
+ "Second Moment of Area, Z-Z (cm4)": 1710.0,
+ "Radius of Gyration, Y-Y (cm)": 8.55,
+ "Radius of Gyration, Z-Z (cm)": 4.98,
+ "Elastic Modulus, Y-Y (cm3)": 493.0,
+ "Elastic Modulus, Z-Z (cm3)": 164.0,
+ "Plastic Modulus, Y-Y (cm3)": 557.0,
+ "Plastic Modulus, Z-Z (cm3)": 252.0,
+ "Buckling Parameter, U": 0.828,
+ "Torsional Index, X": 15.8,
+ "Warping Constant, Iw (dm6)": 0.158,
+ "Torsional Constant, IT (cm4)": 32.7,
+ "Area of Section, A (cm2)": 68.7
+ },
+ "203x203x45": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 44.9,
+ "Depth of Section, h (mm)": 200.2,
+ "Width of Section, b (mm)": 205.9,
+ "Web Thickness, tw (mm)": 9.5,
+ "Flange Thickness, tf (mm)": 9.5,
+ "Root Radius, r (mm)": 10.2,
+ "Depth Between Fillets, d (mm)": 160.8,
+ "Ratios for Local Web Buckling, cw/tw": 16.9,
+ "Ratios for Local Flange Buckling, cf/tf": 9.26,
+ "End Clearance Dimension for Detailing, C (mm)": 7.0,
+ "Longitudinal Notch Dimension, N (mm)": 110.0,
+ "Vertical Notch Dimension, n (mm)": 20.0,
+ "Surface Area Per Metre (m2)": 1.19,
+ "Surface Area Per Tonne (m2)": 26.5,
+ "Second Moment of Area, Y-Y (cm4)": 4100.0,
+ "Second Moment of Area, Z-Z (cm4)": 1380.0,
+ "Radius of Gyration, Y-Y (cm)": 8.46,
+ "Radius of Gyration, Z-Z (cm)": 4.92,
+ "Elastic Modulus, Y-Y (cm3)": 410.0,
+ "Elastic Modulus, Z-Z (cm3)": 134.0,
+ "Plastic Modulus, Y-Y (cm3)": 459.0,
+ "Plastic Modulus, Z-Z (cm3)": 206.0,
+ "Buckling Parameter, U": 0.827,
+ "Torsional Index, X": 18.7,
+ "Warping Constant, Iw (dm6)": 0.126,
+ "Torsional Constant, IT (cm4)": 19.2,
+ "Area of Section, A (cm2)": 57.2
+ }
+}
\ No newline at end of file
diff --git a/src/.d/bluebook/properties/uc.json b/src/.d/bluebook/properties/uc.json
new file mode 100644
index 0000000..c455258
--- /dev/null
+++ b/src/.d/bluebook/properties/uc.json
@@ -0,0 +1,1382 @@
+{
+ "356x406x1299": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 1299.0,
+ "Depth of Section, h (mm)": 600.0,
+ "Width of Section, b (mm)": 476.0,
+ "Web Thickness, tw (mm)": 100.0,
+ "Flange Thickness, tf (mm)": 140.0,
+ "Root Radius, r (mm)": 15.4,
+ "Depth Between Fillets, d (mm)": 290.0,
+ "Ratios for Local Web Buckling, cw/tw": 2.9,
+ "Ratios for Local Flange Buckling, cf/tf": 1.23,
+ "End Clearance Dimension for Detailing, C (mm)": 52.0,
+ "Longitudinal Notch Dimension, N (mm)": 198.0,
+ "Vertical Notch Dimension, n (mm)": 156.0,
+ "Surface Area Per Metre (m2)": 2.88,
+ "Surface Area Per Tonne (m2)": 2.22,
+ "Second Moment of Area, Y-Y (cm4)": 755000.0,
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+ "Radius of Gyration, Y-Y (cm)": 6.54,
+ "Radius of Gyration, Z-Z (cm)": 3.7,
+ "Elastic Modulus, Y-Y (cm3)": 164.0,
+ "Elastic Modulus, Z-Z (cm3)": 52.6,
+ "Plastic Modulus, Y-Y (cm3)": 182.0,
+ "Plastic Modulus, Z-Z (cm3)": 80.1,
+ "Buckling Parameter, U": 0.842,
+ "Torsional Index, X": 20.6,
+ "Warping Constant, Iw (dm6)": 0.021,
+ "Torsional Constant, IT (cm4)": 4.63,
+ "Area of Section, A (cm2)": 29.2
+ }
+}
\ No newline at end of file
diff --git a/src/.d/bluebook/properties/unequal-l.json b/src/.d/bluebook/properties/unequal-l.json
new file mode 100644
index 0000000..8d6fc0a
--- /dev/null
+++ b/src/.d/bluebook/properties/unequal-l.json
@@ -0,0 +1,938 @@
+{
+ "200x150x18.0": {
+ "Is Non-Standard": true,
+ "Mass Per Metre (kg/m)": 47.1,
+ "Root Radius, r1 (mm)": 15.0,
+ "Toe Radius, r2 (mm)": 7.5,
+ "Dimension, cy (cm)": 6.33,
+ "Dimension, cz (cm)": 3.85,
+ "Second Moment of Area, Y-Y (cm4)": 2380.0,
+ "Second Moment of Area, Z-Z (cm4)": 1150.0,
+ "Second Moment of Area, U-U (cm4)": 2920.0,
+ "Second Moment of Area, V-V (cm4)": 623.0,
+ "Radius of Gyration, Y-Y (cm)": 6.29,
+ "Radius of Gyration, Z-Z (cm)": 4.37,
+ "Radius of Gyration, U-U (cm)": 6.97,
+ "Radius of Gyration, V-V (cm)": 3.22,
+ "Elastic Modulus, Y-Y (cm4)": 174.0,
+ "Elastic Modulus, Z-Z (cm4)": 103.0,
+ "Angle Axis Y-Y to Axis U-U": 0.549,
+ "Torsional Constant, IT (cm4)": 67.9,
+ "Equivalent Slenderness Coefficient, Min": 2.93,
+ "Equivalent Slenderness Coefficient, Max": 3.72,
+ "Mono-Symmetry Index": 4.6,
+ "Area of Section (cm2)": 60.1
+ },
+ "200x150x15.0": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 39.6,
+ "Root Radius, r1 (mm)": 15.0,
+ "Toe Radius, r2 (mm)": 7.5,
+ "Dimension, cy (cm)": 6.21,
+ "Dimension, cz (cm)": 3.73,
+ "Second Moment of Area, Y-Y (cm4)": 2020.0,
+ "Second Moment of Area, Z-Z (cm4)": 979.0,
+ "Second Moment of Area, U-U (cm4)": 2480.0,
+ "Second Moment of Area, V-V (cm4)": 526.0,
+ "Radius of Gyration, Y-Y (cm)": 6.33,
+ "Radius of Gyration, Z-Z (cm)": 4.4,
+ "Radius of Gyration, U-U (cm)": 7.0,
+ "Radius of Gyration, V-V (cm)": 3.23,
+ "Elastic Modulus, Y-Y (cm4)": 147.0,
+ "Elastic Modulus, Z-Z (cm4)": 86.9,
+ "Angle Axis Y-Y to Axis U-U": 0.551,
+ "Torsional Constant, IT (cm4)": 39.9,
+ "Equivalent Slenderness Coefficient, Min": 3.53,
+ "Equivalent Slenderness Coefficient, Max": 4.5,
+ "Mono-Symmetry Index": 5.55,
+ "Area of Section (cm2)": 50.5
+ },
+ "200x150x12.0": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 32.0,
+ "Root Radius, r1 (mm)": 15.0,
+ "Toe Radius, r2 (mm)": 7.5,
+ "Dimension, cy (cm)": 6.08,
+ "Dimension, cz (cm)": 3.61,
+ "Second Moment of Area, Y-Y (cm4)": 1650.0,
+ "Second Moment of Area, Z-Z (cm4)": 803.0,
+ "Second Moment of Area, U-U (cm4)": 2030.0,
+ "Second Moment of Area, V-V (cm4)": 430.0,
+ "Radius of Gyration, Y-Y (cm)": 6.36,
+ "Radius of Gyration, Z-Z (cm)": 4.44,
+ "Radius of Gyration, U-U (cm)": 7.04,
+ "Radius of Gyration, V-V (cm)": 3.25,
+ "Elastic Modulus, Y-Y (cm4)": 119.0,
+ "Elastic Modulus, Z-Z (cm4)": 70.5,
+ "Angle Axis Y-Y to Axis U-U": 0.552,
+ "Torsional Constant, IT (cm4)": 20.9,
+ "Equivalent Slenderness Coefficient, Min": 4.43,
+ "Equivalent Slenderness Coefficient, Max": 5.7,
+ "Mono-Symmetry Index": 6.97,
+ "Area of Section (cm2)": 40.8
+ },
+ "200x100x15.0": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 33.8,
+ "Root Radius, r1 (mm)": 15.0,
+ "Toe Radius, r2 (mm)": 7.5,
+ "Dimension, cy (cm)": 7.16,
+ "Dimension, cz (cm)": 2.22,
+ "Second Moment of Area, Y-Y (cm4)": 1760.0,
+ "Second Moment of Area, Z-Z (cm4)": 299.0,
+ "Second Moment of Area, U-U (cm4)": 1860.0,
+ "Second Moment of Area, V-V (cm4)": 193.0,
+ "Radius of Gyration, Y-Y (cm)": 6.4,
+ "Radius of Gyration, Z-Z (cm)": 2.64,
+ "Radius of Gyration, U-U (cm)": 6.59,
+ "Radius of Gyration, V-V (cm)": 2.12,
+ "Elastic Modulus, Y-Y (cm4)": 137.0,
+ "Elastic Modulus, Z-Z (cm4)": 38.5,
+ "Angle Axis Y-Y to Axis U-U": 0.26,
+ "Torsional Constant, IT (cm4)": 34.3,
+ "Equivalent Slenderness Coefficient, Min": 3.54,
+ "Equivalent Slenderness Coefficient, Max": 5.17,
+ "Mono-Symmetry Index": 9.19,
+ "Area of Section (cm2)": 43.0
+ },
+ "200x100x12.0": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 27.3,
+ "Root Radius, r1 (mm)": 15.0,
+ "Toe Radius, r2 (mm)": 7.5,
+ "Dimension, cy (cm)": 7.03,
+ "Dimension, cz (cm)": 2.1,
+ "Second Moment of Area, Y-Y (cm4)": 1440.0,
+ "Second Moment of Area, Z-Z (cm4)": 247.0,
+ "Second Moment of Area, U-U (cm4)": 1530.0,
+ "Second Moment of Area, V-V (cm4)": 159.0,
+ "Radius of Gyration, Y-Y (cm)": 6.43,
+ "Radius of Gyration, Z-Z (cm)": 2.66,
+ "Radius of Gyration, U-U (cm)": 6.63,
+ "Radius of Gyration, V-V (cm)": 2.14,
+ "Elastic Modulus, Y-Y (cm4)": 111.0,
+ "Elastic Modulus, Z-Z (cm4)": 31.3,
+ "Angle Axis Y-Y to Axis U-U": 0.262,
+ "Torsional Constant, IT (cm4)": 18.0,
+ "Equivalent Slenderness Coefficient, Min": 4.42,
+ "Equivalent Slenderness Coefficient, Max": 6.57,
+ "Mono-Symmetry Index": 11.5,
+ "Area of Section (cm2)": 34.8
+ },
+ "200x100x10.0": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 23.0,
+ "Root Radius, r1 (mm)": 15.0,
+ "Toe Radius, r2 (mm)": 7.5,
+ "Dimension, cy (cm)": 6.93,
+ "Dimension, cz (cm)": 2.01,
+ "Second Moment of Area, Y-Y (cm4)": 1220.0,
+ "Second Moment of Area, Z-Z (cm4)": 210.0,
+ "Second Moment of Area, U-U (cm4)": 1290.0,
+ "Second Moment of Area, V-V (cm4)": 135.0,
+ "Radius of Gyration, Y-Y (cm)": 6.46,
+ "Radius of Gyration, Z-Z (cm)": 2.68,
+ "Radius of Gyration, U-U (cm)": 6.65,
+ "Radius of Gyration, V-V (cm)": 2.15,
+ "Elastic Modulus, Y-Y (cm4)": 93.2,
+ "Elastic Modulus, Z-Z (cm4)": 26.3,
+ "Angle Axis Y-Y to Axis U-U": 0.263,
+ "Torsional Constant, IT (cm4)": 10.7,
+ "Equivalent Slenderness Coefficient, Min": 5.26,
+ "Equivalent Slenderness Coefficient, Max": 7.92,
+ "Mono-Symmetry Index": 13.9,
+ "Area of Section (cm2)": 29.2
+ },
+ "150x90x15.0": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 26.6,
+ "Root Radius, r1 (mm)": 12.0,
+ "Toe Radius, r2 (mm)": 6.0,
+ "Dimension, cy (cm)": 5.21,
+ "Dimension, cz (cm)": 2.23,
+ "Second Moment of Area, Y-Y (cm4)": 761.0,
+ "Second Moment of Area, Z-Z (cm4)": 205.0,
+ "Second Moment of Area, U-U (cm4)": 841.0,
+ "Second Moment of Area, V-V (cm4)": 126.0,
+ "Radius of Gyration, Y-Y (cm)": 4.74,
+ "Radius of Gyration, Z-Z (cm)": 2.46,
+ "Radius of Gyration, U-U (cm)": 4.98,
+ "Radius of Gyration, V-V (cm)": 1.93,
+ "Elastic Modulus, Y-Y (cm4)": 77.7,
+ "Elastic Modulus, Z-Z (cm4)": 30.4,
+ "Angle Axis Y-Y to Axis U-U": 0.354,
+ "Torsional Constant, IT (cm4)": 26.8,
+ "Equivalent Slenderness Coefficient, Min": 2.58,
+ "Equivalent Slenderness Coefficient, Max": 3.59,
+ "Mono-Symmetry Index": 5.96,
+ "Area of Section (cm2)": 33.9
+ },
+ "150x90x12.0": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 21.6,
+ "Root Radius, r1 (mm)": 12.0,
+ "Toe Radius, r2 (mm)": 6.0,
+ "Dimension, cy (cm)": 5.08,
+ "Dimension, cz (cm)": 2.12,
+ "Second Moment of Area, Y-Y (cm4)": 627.0,
+ "Second Moment of Area, Z-Z (cm4)": 171.0,
+ "Second Moment of Area, U-U (cm4)": 694.0,
+ "Second Moment of Area, V-V (cm4)": 104.0,
+ "Radius of Gyration, Y-Y (cm)": 4.77,
+ "Radius of Gyration, Z-Z (cm)": 2.49,
+ "Radius of Gyration, U-U (cm)": 5.02,
+ "Radius of Gyration, V-V (cm)": 1.94,
+ "Elastic Modulus, Y-Y (cm4)": 63.3,
+ "Elastic Modulus, Z-Z (cm4)": 24.8,
+ "Angle Axis Y-Y to Axis U-U": 0.358,
+ "Torsional Constant, IT (cm4)": 14.1,
+ "Equivalent Slenderness Coefficient, Min": 3.24,
+ "Equivalent Slenderness Coefficient, Max": 4.58,
+ "Mono-Symmetry Index": 7.5,
+ "Area of Section (cm2)": 27.5
+ },
+ "150x90x10.0": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 18.2,
+ "Root Radius, r1 (mm)": 12.0,
+ "Toe Radius, r2 (mm)": 6.0,
+ "Dimension, cy (cm)": 5.0,
+ "Dimension, cz (cm)": 2.04,
+ "Second Moment of Area, Y-Y (cm4)": 533.0,
+ "Second Moment of Area, Z-Z (cm4)": 146.0,
+ "Second Moment of Area, U-U (cm4)": 591.0,
+ "Second Moment of Area, V-V (cm4)": 88.3,
+ "Radius of Gyration, Y-Y (cm)": 4.8,
+ "Radius of Gyration, Z-Z (cm)": 2.51,
+ "Radius of Gyration, U-U (cm)": 5.05,
+ "Radius of Gyration, V-V (cm)": 1.95,
+ "Elastic Modulus, Y-Y (cm4)": 53.3,
+ "Elastic Modulus, Z-Z (cm4)": 21.0,
+ "Angle Axis Y-Y to Axis U-U": 0.36,
+ "Torsional Constant, IT (cm4)": 8.3,
+ "Equivalent Slenderness Coefficient, Min": 3.89,
+ "Equivalent Slenderness Coefficient, Max": 5.56,
+ "Mono-Symmetry Index": 9.03,
+ "Area of Section (cm2)": 23.2
+ },
+ "150x75x15.0": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 24.8,
+ "Root Radius, r1 (mm)": 12.0,
+ "Toe Radius, r2 (mm)": 6.0,
+ "Dimension, cy (cm)": 5.52,
+ "Dimension, cz (cm)": 1.81,
+ "Second Moment of Area, Y-Y (cm4)": 713.0,
+ "Second Moment of Area, Z-Z (cm4)": 119.0,
+ "Second Moment of Area, U-U (cm4)": 753.0,
+ "Second Moment of Area, V-V (cm4)": 78.6,
+ "Radius of Gyration, Y-Y (cm)": 4.75,
+ "Radius of Gyration, Z-Z (cm)": 1.94,
+ "Radius of Gyration, U-U (cm)": 4.88,
+ "Radius of Gyration, V-V (cm)": 1.58,
+ "Elastic Modulus, Y-Y (cm4)": 75.2,
+ "Elastic Modulus, Z-Z (cm4)": 21.0,
+ "Angle Axis Y-Y to Axis U-U": 0.253,
+ "Torsional Constant, IT (cm4)": 25.1,
+ "Equivalent Slenderness Coefficient, Min": 2.62,
+ "Equivalent Slenderness Coefficient, Max": 3.74,
+ "Mono-Symmetry Index": 6.84,
+ "Area of Section (cm2)": 31.7
+ },
+ "150x75x12.0": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 20.2,
+ "Root Radius, r1 (mm)": 12.0,
+ "Toe Radius, r2 (mm)": 6.0,
+ "Dimension, cy (cm)": 5.4,
+ "Dimension, cz (cm)": 1.69,
+ "Second Moment of Area, Y-Y (cm4)": 588.0,
+ "Second Moment of Area, Z-Z (cm4)": 99.6,
+ "Second Moment of Area, U-U (cm4)": 623.0,
+ "Second Moment of Area, V-V (cm4)": 64.7,
+ "Radius of Gyration, Y-Y (cm)": 4.78,
+ "Radius of Gyration, Z-Z (cm)": 1.97,
+ "Radius of Gyration, U-U (cm)": 4.92,
+ "Radius of Gyration, V-V (cm)": 1.59,
+ "Elastic Modulus, Y-Y (cm4)": 61.3,
+ "Elastic Modulus, Z-Z (cm4)": 17.1,
+ "Angle Axis Y-Y to Axis U-U": 0.258,
+ "Torsional Constant, IT (cm4)": 13.2,
+ "Equivalent Slenderness Coefficient, Min": 3.3,
+ "Equivalent Slenderness Coefficient, Max": 4.79,
+ "Mono-Symmetry Index": 8.6,
+ "Area of Section (cm2)": 25.7
+ },
+ "150x75x10.0": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 17.0,
+ "Root Radius, r1 (mm)": 12.0,
+ "Toe Radius, r2 (mm)": 6.0,
+ "Dimension, cy (cm)": 5.31,
+ "Dimension, cz (cm)": 1.61,
+ "Second Moment of Area, Y-Y (cm4)": 501.0,
+ "Second Moment of Area, Z-Z (cm4)": 85.6,
+ "Second Moment of Area, U-U (cm4)": 531.0,
+ "Second Moment of Area, V-V (cm4)": 55.1,
+ "Radius of Gyration, Y-Y (cm)": 4.81,
+ "Radius of Gyration, Z-Z (cm)": 1.99,
+ "Radius of Gyration, U-U (cm)": 4.95,
+ "Radius of Gyration, V-V (cm)": 1.6,
+ "Elastic Modulus, Y-Y (cm4)": 51.6,
+ "Elastic Modulus, Z-Z (cm4)": 14.5,
+ "Angle Axis Y-Y to Axis U-U": 0.261,
+ "Torsional Constant, IT (cm4)": 7.8,
+ "Equivalent Slenderness Coefficient, Min": 3.95,
+ "Equivalent Slenderness Coefficient, Max": 5.83,
+ "Mono-Symmetry Index": 10.4,
+ "Area of Section (cm2)": 21.7
+ },
+ "125x75x12.0": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 17.8,
+ "Root Radius, r1 (mm)": 11.0,
+ "Toe Radius, r2 (mm)": 5.5,
+ "Dimension, cy (cm)": 4.31,
+ "Dimension, cz (cm)": 1.84,
+ "Second Moment of Area, Y-Y (cm4)": 354.0,
+ "Second Moment of Area, Z-Z (cm4)": 95.5,
+ "Second Moment of Area, U-U (cm4)": 391.0,
+ "Second Moment of Area, V-V (cm4)": 58.5,
+ "Radius of Gyration, Y-Y (cm)": 3.95,
+ "Radius of Gyration, Z-Z (cm)": 2.05,
+ "Radius of Gyration, U-U (cm)": 4.15,
+ "Radius of Gyration, V-V (cm)": 1.61,
+ "Elastic Modulus, Y-Y (cm4)": 43.2,
+ "Elastic Modulus, Z-Z (cm4)": 16.9,
+ "Angle Axis Y-Y to Axis U-U": 0.354,
+ "Torsional Constant, IT (cm4)": 11.6,
+ "Equivalent Slenderness Coefficient, Min": 2.66,
+ "Equivalent Slenderness Coefficient, Max": 3.73,
+ "Mono-Symmetry Index": 6.23,
+ "Area of Section (cm2)": 22.7
+ },
+ "125x75x10.0": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 15.0,
+ "Root Radius, r1 (mm)": 11.0,
+ "Toe Radius, r2 (mm)": 5.5,
+ "Dimension, cy (cm)": 4.23,
+ "Dimension, cz (cm)": 1.76,
+ "Second Moment of Area, Y-Y (cm4)": 302.0,
+ "Second Moment of Area, Z-Z (cm4)": 82.1,
+ "Second Moment of Area, U-U (cm4)": 334.0,
+ "Second Moment of Area, V-V (cm4)": 49.9,
+ "Radius of Gyration, Y-Y (cm)": 3.97,
+ "Radius of Gyration, Z-Z (cm)": 2.07,
+ "Radius of Gyration, U-U (cm)": 4.18,
+ "Radius of Gyration, V-V (cm)": 1.61,
+ "Elastic Modulus, Y-Y (cm4)": 36.5,
+ "Elastic Modulus, Z-Z (cm4)": 14.3,
+ "Angle Axis Y-Y to Axis U-U": 0.357,
+ "Torsional Constant, IT (cm4)": 6.87,
+ "Equivalent Slenderness Coefficient, Min": 3.21,
+ "Equivalent Slenderness Coefficient, Max": 4.55,
+ "Mono-Symmetry Index": 7.5,
+ "Area of Section (cm2)": 19.1
+ },
+ "125x75x8.0": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 12.2,
+ "Root Radius, r1 (mm)": 11.0,
+ "Toe Radius, r2 (mm)": 5.5,
+ "Dimension, cy (cm)": 4.14,
+ "Dimension, cz (cm)": 1.68,
+ "Second Moment of Area, Y-Y (cm4)": 247.0,
+ "Second Moment of Area, Z-Z (cm4)": 67.6,
+ "Second Moment of Area, U-U (cm4)": 274.0,
+ "Second Moment of Area, V-V (cm4)": 40.9,
+ "Radius of Gyration, Y-Y (cm)": 4.0,
+ "Radius of Gyration, Z-Z (cm)": 2.09,
+ "Radius of Gyration, U-U (cm)": 4.21,
+ "Radius of Gyration, V-V (cm)": 1.63,
+ "Elastic Modulus, Y-Y (cm4)": 29.6,
+ "Elastic Modulus, Z-Z (cm4)": 11.6,
+ "Angle Axis Y-Y to Axis U-U": 0.36,
+ "Torsional Constant, IT (cm4)": 3.62,
+ "Equivalent Slenderness Coefficient, Min": 4.0,
+ "Equivalent Slenderness Coefficient, Max": 5.75,
+ "Mono-Symmetry Index": 9.43,
+ "Area of Section (cm2)": 15.5
+ },
+ "100x75x12.0": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 15.4,
+ "Root Radius, r1 (mm)": 10.0,
+ "Toe Radius, r2 (mm)": 5.0,
+ "Dimension, cy (cm)": 3.27,
+ "Dimension, cz (cm)": 2.03,
+ "Second Moment of Area, Y-Y (cm4)": 189.0,
+ "Second Moment of Area, Z-Z (cm4)": 90.2,
+ "Second Moment of Area, U-U (cm4)": 230.0,
+ "Second Moment of Area, V-V (cm4)": 49.5,
+ "Radius of Gyration, Y-Y (cm)": 3.1,
+ "Radius of Gyration, Z-Z (cm)": 2.14,
+ "Radius of Gyration, U-U (cm)": 3.42,
+ "Radius of Gyration, V-V (cm)": 1.59,
+ "Elastic Modulus, Y-Y (cm4)": 28.0,
+ "Elastic Modulus, Z-Z (cm4)": 16.5,
+ "Angle Axis Y-Y to Axis U-U": 0.54,
+ "Torsional Constant, IT (cm4)": 10.0,
+ "Equivalent Slenderness Coefficient, Min": 2.1,
+ "Equivalent Slenderness Coefficient, Max": 2.64,
+ "Mono-Symmetry Index": 3.46,
+ "Area of Section (cm2)": 19.7
+ },
+ "100x75x10.0": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 13.0,
+ "Root Radius, r1 (mm)": 10.0,
+ "Toe Radius, r2 (mm)": 5.0,
+ "Dimension, cy (cm)": 3.19,
+ "Dimension, cz (cm)": 1.95,
+ "Second Moment of Area, Y-Y (cm4)": 162.0,
+ "Second Moment of Area, Z-Z (cm4)": 77.6,
+ "Second Moment of Area, U-U (cm4)": 197.0,
+ "Second Moment of Area, V-V (cm4)": 42.2,
+ "Radius of Gyration, Y-Y (cm)": 3.12,
+ "Radius of Gyration, Z-Z (cm)": 2.16,
+ "Radius of Gyration, U-U (cm)": 3.45,
+ "Radius of Gyration, V-V (cm)": 1.59,
+ "Elastic Modulus, Y-Y (cm4)": 23.8,
+ "Elastic Modulus, Z-Z (cm4)": 14.0,
+ "Angle Axis Y-Y to Axis U-U": 0.544,
+ "Torsional Constant, IT (cm4)": 5.95,
+ "Equivalent Slenderness Coefficient, Min": 2.54,
+ "Equivalent Slenderness Coefficient, Max": 3.22,
+ "Mono-Symmetry Index": 4.17,
+ "Area of Section (cm2)": 16.6
+ },
+ "100x75x8.0": {
+ "Is Non-Standard": false,
+ "Mass Per Metre (kg/m)": 10.6,
+ "Root Radius, r1 (mm)": 10.0,
+ "Toe Radius, r2 (mm)": 5.0,
+ "Dimension, cy (cm)": 3.1,
+ "Dimension, cz (cm)": 1.87,
+ "Second Moment of Area, Y-Y (cm4)": 133.0,
+ "Second Moment of Area, Z-Z (cm4)": 64.1,
+ "Second Moment of Area, U-U (cm4)": 162.0,
+ "Second Moment of Area, V-V (cm4)": 34.6,
+ "Radius of Gyration, Y-Y (cm)": 3.14,
+ "Radius of Gyration, Z-Z (cm)": 2.18,
+ "Radius of Gyration, U-U (cm)": 3.47,
+ "Radius of Gyration, V-V (cm)": 1.6,
+ "Elastic Modulus, Y-Y (cm4)": 19.3,
+ "Elastic Modulus, Z-Z (cm4)": 11.4,
+ "Angle Axis Y-Y to Axis U-U": 0.547,
+ "Torsional Constant, IT (cm4)": 3.13,
+ "Equivalent Slenderness Coefficient, Min": 3.18,
+ "Equivalent Slenderness Coefficient, Max": 4.08,
+ "Mono-Symmetry Index": 5.24,
+ "Area of Section (cm2)": 13.5
+ },
+ "100x65x10.0": {
+ "Is Non-Standard": true,
+ "Mass Per Metre (kg/m)": 12.3,
+ "Root Radius, r1 (mm)": 10.0,
+ "Toe Radius, r2 (mm)": 5.0,
+ "Dimension, cy (cm)": 3.36,
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+ "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