L 120×120/7 is an equal-leg steel angle per EN 10056-1: leg length 120 mm, thickness 7 mm, weight 13 kg/m, cross-section area 16.5 cm², moment of inertia Iy = 225.6 cm⁴, elastic section modulus Wel,y = 25.6 cm³.
Geometry
Leg length a120.00 mm
Thickness t7.00 mm
Cross-section area A16.500 cm²
Centroid Cx=Cy31.8 mm
Weight G steel 7850 kg/m³13.00kg/m
Section properties
Moment of inertia Iy=IzⓘSecond moment of area about y-axis (strong axis)225.600 cm⁴