L · EN 10056-1
L 250×250/20 is an equal-leg steel angle per EN 10056-1: leg length 250 mm, thickness 20 mm, weight 75.4 kg/m, cross-section area 96 cm², moment of inertia Iy = 5674 cm⁴, elastic section modulus Wel,y = 313.7 cm³.
Check to EN 1993-1-1
Enter the design loads and the section is checked for bending, shear and compression with flexural buckling.
Simplified checks per EN 1993-1-1, without M+N+V interaction and without lateral-torsional buckling. Verify with a full design.