Printable version

L 150x90x10

Geometry

Section Lu
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

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

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