L 135×65/10 is an unequal-leg steel angle per EN 10056-1: legs 135×65 mm, thickness 10 mm, weight 15 kg/m, cross-section area 19.1 cm², moment of inertia Iy = 356 cm⁴, elastic section modulus Wel,y = 41.3 cm³.
Geometry
Long leg a135.00 mm
Short leg b65.00 mm
Thickness t10.00 mm
Root radius r₁11.00 mm
Cross-section area A19.100 cm²
Centroid Cx48.8 mm
Centroid Cy14.2 mm
Weight G steel 7850 kg/m³15.00kg/m
Section properties
IyⓘSecond moment of area about y-axis (strong axis)356.000 cm⁴
IzⓘSecond moment of area about z-axis (weak axis)54.700 cm⁴