L 150x90x10
Geometry |
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| h = 150 mm | b = 90 mm |
| t = 10 mm | A = 2315 mm2 |
| r1 = 12 mm | G = 18.2 kg.m-1 |
| r2 = 6 mm | AL = 0.4697 m2.m-1 |
| zs = 50 mm | ys = 20.4 mm |
| z's = 100 mm | y's = 69.6 mm |
| u1 = 36.1 mm | v1 = 101 mm |
| u2 = 49.7 mm | v2 = 70.7 mm |
| u3 = 22 mm | v3 = 40.1 mm |
Section properties, local axes |
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| Axis y | Axis z |
| Iy = 5.33E+6 mm4 | Iz = 1.46E+6 mm4 |
| Wy1 = 5.33E+4 mm3 | Wz3 = 2.10E+4 mm3 |
| Wy2 = 1.07E+5 mm3 | Wz2 = 7.18E+4 mm3 |
| iy = 48 mm | iz = 25.1 mm |
| Section properties, main axes | |
| α = 19.87 | |
| Axis u | Axis v |
| Iu = 5.91E+6 mm4 | Iv = 8.79E+5 mm4 |
| Wu1 = 5.85E+4 mm3 | Wv1 = 4.00E+4 mm3 |
| Wu2 = 1.48E+5 mm3 | Wv2 = 2.43E+4 mm3 |
| Wu3 = 8.37E+4 mm3 | Wv3 = 1.77E+4 mm3 |
| iu = 50.5 mm | iv = 19.5 mm |
| um = 29.7 mm | vm = 37.1 mm |
| Warping and buckling | |
| It = 7.97E+4 mm4 | ipc = 54.2 mm |
| Iyz = 1.61E+6 mm4 | ipa = 72 mm |