SHS · EN 10219 · cold formed

SHS 150/4

SHS 150/4 is a cold-formed square hollow section per EN 10219: side 150 mm, wall thickness 4 mm, weight 18 kg/m, cross-section area 23 cm², moment of inertia Iy = 807.8 cm⁴, elastic section modulus Wel,y = 107.7 cm³.

Cross section · mm

150Side a · mm

4Wall thickness t · mm

22.95Area A · cm²

18.00Mass G · kg/m

Geometry

Side dimension150.00 mm

Wall thickness t4.00 mm

Outer corner radius r_o8.00 mm

Inner corner radius r_i4.00 mm

Cross-section area A22.950 cm²

Weight G
steel 7850 kg/m³18.00kg/m

Section properties

I807.800 cm⁴

W_el107.700 cm³

W_pl124.900 cm³

i59.30 mm

I_t1 265.000 cm⁴

Reference

Profile standardEN 10219

EurocodeEN 1993-1-1 (EC3)

Check to EN 1993-1-1

Work out the utilisation of SHS 150/4 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/ 34.3 kN·m

Shear/ 182.2 kN

Compression/ 351.6 kN

Steelγ_M0γ_M1L_crmmkClass2

Resistances and factors

M_c,y,Rd / M_c,z,RdW_pl34.3 kN·m / 34.3 kN·m

V_c,z,Rd / V_c,y,RdA_v = 1148 mm²182.2 kN / 182.2 kN

N_pl,Rd / N_b,Rd631.1 kN / 351.6 kN

N_cr,y / N_cr,z669.7 kN / 669.7 kN

f_yEN 10219-1275 MPa

γ_M0 / γ_M11.00 / 1.00

Curve c · χ0.56

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.