L 250×250/18 is an equal-leg steel angle per EN 10056-1: leg length 250 mm, thickness 18 mm, weight 68.1 kg/m, cross-section area 86.7 cm², moment of inertia Iy = 5156 cm⁴, elastic section modulus Wel,y = 283.8 cm³.
Geometry
Leg length a250.00 mm
Thickness t18.00 mm
Cross-section area A86.700 cm²
Centroid Cx=Cy68.3 mm
Weight G steel 7850 kg/m³68.10kg/m
Section properties
Moment of inertia Iy=IzⓘSecond moment of area about y-axis (strong axis)5 156.000 cm⁴