L 150×150/20 is an equal-leg steel angle per EN 10056-1: leg length 150 mm, thickness 20 mm, weight 44.2 kg/m, cross-section area 56.3 cm², moment of inertia Iy = 1146 cm⁴, elastic section modulus Wel,y = 108.5 cm³.
Geometry
Leg length a150.00 mm
Thickness t20.00 mm
Cross-section area A56.300 cm²
Centroid Cx=Cy44.4 mm
Weight G steel 7850 kg/m³44.20kg/m
Section properties
Moment of inertia Iy=IzⓘSecond moment of area about y-axis (strong axis)1 146.000 cm⁴