L 150×150/10 is an equal-leg steel angle per EN 10056-1: leg length 150 mm, thickness 10 mm, weight 23 kg/m, cross-section area 29.3 cm², moment of inertia Iy = 624 cm⁴, elastic section modulus Wel,y = 56.9 cm³.
Geometry
Leg length a150.00 mm
Thickness t10.00 mm
Cross-section area A29.300 cm²
Centroid Cx=Cy40.3 mm
Weight G steel 7850 kg/m³23.00kg/m
Section properties
Moment of inertia Iy=IzⓘSecond moment of area about y-axis (strong axis)624.000 cm⁴