SHS · EN 10219 · cold formed

SHS 150/10

SHS 150/10 is a cold-formed square hollow section per EN 10219: side 150 mm, wall thickness 10 mm, weight 41.3 kg/m, cross-section area 52.6 cm², moment of inertia Iy = 1653 cm⁴, elastic section modulus Wel,y = 220.3 cm³.

Cross section · mm

150Side a · mm

10Wall thickness t · mm

52.57Area A · cm²

41.30Mass G · kg/m

Geometry

Side dimension150.00 mm

Wall thickness t10.00 mm

Outer corner radius r_o25.00 mm

Inner corner radius r_i15.00 mm

Cross-section area A52.570 cm²

Weight G
steel 7850 kg/m³41.30kg/m

Section properties

I1 653.000 cm⁴

W_el220.300 cm³

W_pl269.200 cm³

i56.10 mm

I_t2 839.000 cm⁴

Reference

Profile standardEN 10219

EurocodeEN 1993-1-1 (EC3)

Check to EN 1993-1-1

Work out the utilisation of SHS 150/10 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/ 74.0 kN·m

Shear/ 417.3 kN

Compression/ 758.1 kN

Steelγ_M0γ_M1L_crmmkClass1

Resistances and factors

M_c,y,Rd / M_c,z,RdW_pl74.0 kN·m / 74.0 kN·m

V_c,z,Rd / V_c,y,RdA_v = 2629 mm²417.3 kN / 417.3 kN

N_pl,Rd / N_b,Rd1.45 MN / 758.1 kN

N_cr,y / N_cr,z1.37 MN / 1.37 MN

f_yEN 10219-1275 MPa

γ_M0 / γ_M11.00 / 1.00

Curve c · χ0.52

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.