L 150×100/10 is an unequal-leg steel angle per EN 10056-1: legs 150×100 mm, thickness 10 mm, weight 19 kg/m, cross-section area 24.2 cm², moment of inertia Iy = 553 cm⁴, elastic section modulus Wel,y = 54.2 cm³.
Geometry
Long leg a150.00 mm
Short leg b100.00 mm
Thickness t10.00 mm
Root radius r₁12.00 mm
Cross-section area A24.200 cm²
Centroid Cx48.1 mm
Centroid Cy23.4 mm
Weight G steel 7850 kg/m³19.00kg/m
Section properties
IyⓘSecond moment of area about y-axis (strong axis)553.000 cm⁴
IzⓘSecond moment of area about z-axis (weak axis)198.000 cm⁴