LU · EN 10056-1

L 75×50/6

L 75×50/6 is an unequal-leg steel angle per EN 10056-1: legs 75×50 mm, thickness 6 mm, weight 5.7 kg/m, cross-section area 7.2 cm², moment of inertia Iy = 40.5 cm⁴, elastic section modulus Wel,y = 8 cm³.

Cross section · mm

75Long leg a · mm

50Short leg b · mm

7.19Area A · cm²

5.65Mass G · kg/m

Geometry

Long leg a75.00 mm

Short leg b50.00 mm

Thickness t6.00 mm

Root radius r₁7.00 mm

Cross-section area A7.190 cm²

Centroid C_x24.4 mm

Centroid C_y12.1 mm

Weight G
steel 7850 kg/m³5.65kg/m

Section properties

I_y40.500 cm⁴

I_z14.400 cm⁴

W_el,y8.010 cm³

W_el,z3.810 cm³

i_y23.70 mm

i_z14.20 mm

Principal axes u–v

I_u46.600 cm⁴

I_v8.360 cm⁴

i_v10.80 mm

tan α0.435 –

Reference

Profile standardEN 10056-1

EurocodeEN 1993-1-1 (EC3)

Check to EN 1993-1-1

Work out the utilisation of L 75×50/6 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/ 2.2 kN·m

Shear/ 57.1 kN

Compression/ 6.5 kN

Steelγ_M0γ_M1L_crmmkClass3

Resistances and factors

M_c,y,Rd / M_c,z,RdW_el2.2 kN·m / 1.0 kN·m

V_c,z,Rd / V_c,y,RdA_v = 360 mm²57.1 kN / 57.1 kN

N_pl,Rd / N_b,Rd197.7 kN / 6.5 kN

N_cr,y / N_cr,v33.6 kN / 6.9 kN

f_yEN 10025-2275 MPa

γ_M0 / γ_M11.00 / 1.00

Curve b · χ0.03

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.