L 100×50/8 is an unequal-leg steel angle per EN 10056-1: legs 100×50 mm, thickness 8 mm, weight 9 kg/m, cross-section area 11.4 cm², moment of inertia Iy = 116 cm⁴, elastic section modulus Wel,y = 18.2 cm³.
Geometry
Long leg a100.00 mm
Short leg b50.00 mm
Thickness t8.00 mm
Root radius r₁8.00 mm
Cross-section area A11.400 cm²
Centroid Cx36.0 mm
Centroid Cy11.3 mm
Weight G steel 7850 kg/m³8.97kg/m
Section properties
IyⓘSecond moment of area about y-axis (strong axis)116.000 cm⁴
IzⓘSecond moment of area about z-axis (weak axis)19.700 cm⁴