L · EN 10056-1

L 65×65/7

L 65×65/7 is an equal-leg steel angle per EN 10056-1: leg length 65 mm, thickness 7 mm, weight 6.8 kg/m, cross-section area 8.7 cm², moment of inertia Iy = 33.4 cm⁴, elastic section modulus Wel,y = 7.2 cm³.

Cross section · mm

65Leg a · mm

7Thickness t · mm

8.70Area A · cm²

6.80Mass G · kg/m

Geometry

Leg length a65.00 mm

Thickness t7.00 mm

Cross-section area A8.700 cm²

Centroid C_x=C_y18.5 mm

Weight G
steel 7850 kg/m³6.80kg/m

Section properties

Moment of inertia I_y=I_z33.430 cm⁴

Section modulus W_el7.189 cm³

Plastic modulus W_pl13.140 cm³

Radius of gyration i_y19.60 mm

Principal axes u–v

I_u53.080 cm⁴

I_v13.780 cm⁴

Reference

Profile standardEN 10056-1

EurocodeEN 1993-1-1 (EC3)

Check to EN 1993-1-1

Work out the utilisation of L 65×65/7 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/ 2.0 kN·m

Shear/ 69.1 kN

Compression/ 10.6 kN

Steelγ_M0γ_M1L_crmmkClass3

Resistances and factors

M_c,y,Rd / M_c,z,RdW_el2.0 kN·m / 2.0 kN·m

V_c,z,Rd / V_c,y,RdA_v = 435 mm²69.1 kN / 69.1 kN

N_pl,Rd / N_b,Rd239.3 kN / 10.6 kN

N_cr,y / N_cr,v27.7 kN / 11.4 kN

f_yEN 10025-2275 MPa

γ_M0 / γ_M11.00 / 1.00

Curve b · χ0.04

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.