LU · EN 10056-1

L 135×65/10

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.

Cross section · mm

135Long leg a · mm

65Short leg b · mm

19.10Area A · cm²

15.00Mass G · kg/m

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 C_x48.8 mm

Centroid C_y14.2 mm

Weight G
steel 7850 kg/m³15.00kg/m

Section properties

I_y356.000 cm⁴

I_z54.700 cm⁴

W_el,y41.300 cm³

W_el,z10.800 cm³

i_y43.10 mm

i_z16.90 mm

Principal axes u–v

I_u375.000 cm⁴

I_v35.900 cm⁴

i_v13.70 mm

tan α0.242 –

Reference

Profile standardEN 10056-1

EurocodeEN 1993-1-1 (EC3)

Check to EN 1993-1-1

Work out the utilisation of L 135×65/10 for your design forces

Find the lightest section Compare sections

Enter the design loads and the section is checked for bending, shear and compression with flexural buckling.

Bending/ 11.4 kN·m

Shear/ 151.6 kN

Compression/ 27.5 kN

Steelγ_M0γ_M1L_crmmkClass3

Resistances and factors

M_c,y,Rd / M_c,z,RdW_el11.4 kN·m / 3.0 kN·m

V_c,z,Rd / V_c,y,RdA_v = 955 mm²151.6 kN / 151.6 kN

N_pl,Rd / N_b,Rd525.3 kN / 27.5 kN

N_cr,y / N_cr,v295.1 kN / 29.8 kN

f_yEN 10025-2275 MPa

γ_M0 / γ_M11.00 / 1.00

Curve b · χ0.05

Yield strength is taken from the product standard for the governing thickness, so above 16 mm it is lower than the nominal grade. Simplified checks per EN 1993-1-1, without M+N+V interaction, without lateral-torsional buckling and without web shear buckling. Verify with a full design.

For angles the bending values refer to the axes parallel to the legs, which are not principal axes. A moment about one of them also bends the section about the other, so bending has to be resolved into the principal axes u and v and checked biaxially. Buckling already uses the weaker principal axis v.