L 50×50/7 is an equal-leg steel angle per EN 10056-1: leg length 50 mm, thickness 7 mm, weight 5.1 kg/m, cross-section area 6.6 cm², moment of inertia Iy = 14.6 cm⁴, elastic section modulus Wel,y = 4.2 cm³.
Geometry
Leg length a50.00 mm
Thickness t7.00 mm
Cross-section area A6.560 cm²
Centroid Cx=Cy14.9 mm
Weight G steel 7850 kg/m³5.10kg/m
Section properties
Moment of inertia Iy=IzⓘSecond moment of area about y-axis (strong axis)14.610 cm⁴