L 120×120/8 is an equal-leg steel angle per EN 10056-1: leg length 120 mm, thickness 8 mm, weight 14.7 kg/m, cross-section area 18.7 cm², moment of inertia Iy = 255.4 cm⁴, elastic section modulus Wel,y = 29.1 cm³.
Geometry
Leg length a120.00 mm
Thickness t8.00 mm
Cross-section area A18.700 cm²
Centroid Cx=Cy32.2 mm
Weight G steel 7850 kg/m³14.70kg/m
Section properties
Moment of inertia Iy=IzⓘSecond moment of area about y-axis (strong axis)255.400 cm⁴