L 200×200/17 is an equal-leg steel angle per EN 10056-1: leg length 200 mm, thickness 17 mm, weight 51.4 kg/m, cross-section area 65.5 cm², moment of inertia Iy = 2472 cm⁴, elastic section modulus Wel,y = 171.2 cm³.
Geometry
Leg length a200.00 mm
Thickness t17.00 mm
Cross-section area A65.500 cm²
Centroid Cx=Cy55.6 mm
Weight G steel 7850 kg/m³51.40kg/m
Section properties
Moment of inertia Iy=IzⓘSecond moment of area about y-axis (strong axis)2 472.000 cm⁴