L 250×250/19 is an equal-leg steel angle per EN 10056-1: leg length 250 mm, thickness 19 mm, weight 71.7 kg/m, cross-section area 91.4 cm², moment of inertia Iy = 5417 cm⁴, elastic section modulus Wel,y = 298.8 cm³.
Geometry
Leg length a250.00 mm
Thickness t19.00 mm
Cross-section area A91.400 cm²
Centroid Cx=Cy68.7 mm
Weight G steel 7850 kg/m³71.70kg/m
Section properties
Moment of inertia Iy=IzⓘSecond moment of area about y-axis (strong axis)5 417.000 cm⁴