L 150×75/10 is an unequal-leg steel angle per EN 10056-1: legs 150×75 mm, thickness 10 mm, weight 17 kg/m, cross-section area 21.6 cm², moment of inertia Iy = 501 cm⁴, elastic section modulus Wel,y = 51.8 cm³.
Geometry
Long leg a150.00 mm
Short leg b75.00 mm
Thickness t10.00 mm
Root radius r₁11.00 mm
Cross-section area A21.600 cm²
Centroid Cx53.2 mm
Centroid Cy16.1 mm
Weight G steel 7850 kg/m³17.00kg/m
Section properties
IyⓘSecond moment of area about y-axis (strong axis)501.000 cm⁴
IzⓘSecond moment of area about z-axis (weak axis)85.800 cm⁴