L · EN 10056-1

L 65×65/4

L 65×65/4 is an equal-leg steel angle per EN 10056-1: leg length 65 mm, thickness 4 mm, weight 4 kg/m, cross-section area 5.1 cm², moment of inertia Iy = 20.1 cm⁴, elastic section modulus Wel,y = 4.2 cm³.

Cross section · mm

65Leg a · mm

4Thickness t · mm

5.13Area A · cm²

4.00Mass G · kg/m

Geometry

Leg length a65.00 mm

Thickness t4.00 mm

Cross-section area A5.130 cm²

Centroid C_x=C_y17.1 mm

Weight G
steel 7850 kg/m³4.00kg/m

Section properties

Moment of inertia I_y=I_z20.090 cm⁴

Section modulus W_el4.194 cm³

Plastic modulus W_pl7.790 cm³

Radius of gyration i_y19.80 mm

Principal axes u–v

I_u31.860 cm⁴

I_v8.320 cm⁴

Reference

Profile standardEN 10056-1

EurocodeEN 1993-1-1 (EC3)

Check to EN 1993-1-1

Work out the utilisation of L 65×65/4 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/ —

Shear/ 40.7 kN

Compression/ —

Bending and compression are not available for class 4 sections; effective properties per EN 1993-1-5 are required.

Steelγ_M0γ_M1L_crmmkClass4

Resistances and factors

M_c,y,Rd / M_c,z,Rd— / —

V_c,z,Rd / V_c,y,RdA_v = 257 mm²40.7 kN / 40.7 kN

N_pl,Rd / N_b,Rd— / —

N_cr,y / N_cr,v16.7 kN / 6.9 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.