SHS · EN 10219 · cold formed

SHS 150/6

SHS 150/6 is a cold-formed square hollow section per EN 10219: side 150 mm, wall thickness 6 mm, weight 26.4 kg/m, cross-section area 33.6 cm², moment of inertia Iy = 1146 cm⁴, elastic section modulus Wel,y = 152.8 cm³.

Cross section · mm

150Side a · mm

6Wall thickness t · mm

33.63Area A · cm²

26.40Mass G · kg/m

Geometry

Side dimension150.00 mm

Wall thickness t6.00 mm

Outer corner radius r_o12.00 mm

Inner corner radius r_i6.00 mm

Cross-section area A33.630 cm²

Weight G
steel 7850 kg/m³26.40kg/m

Section properties

I1 146.000 cm⁴

W_el152.800 cm³

W_pl179.900 cm³

i58.40 mm

I_t1 833.000 cm⁴

Reference

Profile standardEN 10219

EurocodeEN 1993-1-1 (EC3)

Check to EN 1993-1-1

Work out the utilisation of SHS 150/6 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/ 49.5 kN·m

Shear/ 267.0 kN

Compression/ 506.6 kN

Steelγ_M0γ_M1L_crmmkClass1

Resistances and factors

M_c,y,Rd / M_c,z,RdW_pl49.5 kN·m / 49.5 kN·m

V_c,z,Rd / V_c,y,RdA_v = 1682 mm²267.0 kN / 267.0 kN

N_pl,Rd / N_b,Rd924.8 kN / 506.6 kN

N_cr,y / N_cr,z950.1 kN / 950.1 kN

f_yEN 10219-1275 MPa

γ_M0 / γ_M11.00 / 1.00

Curve c · χ0.55

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.