LU · EN 10056-1

L 60×30/5

L 60×30/5 is an unequal-leg steel angle per EN 10056-1: legs 60×30 mm, thickness 5 mm, weight 3.4 kg/m, cross-section area 4.3 cm², moment of inertia Iy = 15.6 cm⁴, elastic section modulus Wel,y = 4 cm³.

Cross section · mm

60Long leg a · mm

30Short leg b · mm

4.29Area A · cm²

3.37Mass G · kg/m

Geometry

Long leg a60.00 mm

Short leg b30.00 mm

Thickness t5.00 mm

Root radius r₁6.00 mm

Cross-section area A4.290 cm²

Centroid C_x21.5 mm

Centroid C_y6.8 mm

Weight G
steel 7850 kg/m³3.37kg/m

Section properties

I_y15.600 cm⁴

I_z2.600 cm⁴

W_el,y4.040 cm³

W_el,z1.120 cm³

i_y19.00 mm

i_z7.80 mm

Principal axes u–v

I_u16.500 cm⁴

I_v1.700 cm⁴

i_v6.30 mm

tan α0.255 –

Reference

Profile standardEN 10056-1

EurocodeEN 1993-1-1 (EC3)

Check to EN 1993-1-1

Work out the utilisation of L 60×30/5 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/ 1.1 kN·m

Shear/ 34.1 kN

Compression/ 1.4 kN

Steelγ_M0γ_M1L_crmmkClass3

Resistances and factors

M_c,y,Rd / M_c,z,RdW_el1.1 kN·m / 0.3 kN·m

V_c,z,Rd / V_c,y,RdA_v = 215 mm²34.1 kN / 34.1 kN

N_pl,Rd / N_b,Rd118.0 kN / 1.4 kN

N_cr,y / N_cr,v12.9 kN / 1.4 kN

f_yEN 10025-2275 MPa

γ_M0 / γ_M11.00 / 1.00

Curve b · χ0.01

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.