L 200×100/10 is an unequal-leg steel angle per EN 10056-1: legs 200×100 mm, thickness 10 mm, weight 23 kg/m, cross-section area 29.2 cm², moment of inertia Iy = 1220 cm⁴, elastic section modulus Wel,y = 93.2 cm³.
Geometry
Long leg a200.00 mm
Short leg b100.00 mm
Thickness t10.00 mm
Root radius r₁15.00 mm
Cross-section area A29.200 cm²
Centroid Cx69.3 mm
Centroid Cy20.1 mm
Weight G steel 7850 kg/m³23.00kg/m
Section properties
IyⓘSecond moment of area about y-axis (strong axis)1 220.000 cm⁴
IzⓘSecond moment of area about z-axis (weak axis)210.000 cm⁴