L · EN 10056-1

L 150×150/18

L 150×150/18 is an equal-leg steel angle per EN 10056-1: leg length 150 mm, thickness 18 mm, weight 40 kg/m, cross-section area 51 cm², moment of inertia Iy = 1050 cm⁴, elastic section modulus Wel,y = 98.8 cm³.

Cross section · mm

150Leg a · mm

18Thickness t · mm

51.00Area A · cm²

40.00Mass G · kg/m

Geometry

Leg length a150.00 mm

Thickness t18.00 mm

Cross-section area A51.000 cm²

Centroid C_x=C_y43.7 mm

Weight G
steel 7850 kg/m³40.00kg/m

Section properties

Moment of inertia I_y=I_z1 050.000 cm⁴

Section modulus W_el98.777 cm³

Plastic modulus W_pl179.370 cm³

Radius of gyration i_y45.40 mm

Principal axes u–v

I_u1 666.000 cm⁴

I_v433.800 cm⁴

Reference

Profile standardEN 10056-1

EurocodeEN 1993-1-1 (EC3)

Check to EN 1993-1-1

Work out the utilisation of L 150×150/18 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/ 26.2 kN·m

Shear/ 390.1 kN

Compression/ 299.2 kN

Steelγ_M0γ_M1L_crmmkf_y265MPaClass3

Resistances and factors

M_c,y,Rd / M_c,z,RdW_el26.2 kN·m / 26.2 kN·m

V_c,z,Rd / V_c,y,RdA_v = 2550 mm²390.1 kN / 390.1 kN

N_pl,Rd / N_b,Rd1.35 MN / 299.2 kN

N_cr,y / N_cr,v870.5 kN / 359.6 kN

f_yt = 18.0 mm > 16 mm, EN 10025-2265 MPa

γ_M0 / γ_M11.00 / 1.00

Curve b · χ0.22

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.