SHS · EN 10219 · cold formed

SHS 180/5

SHS 180/5 is a cold-formed square hollow section per EN 10219: side 180 mm, wall thickness 5 mm, weight 27 kg/m, cross-section area 34.4 cm², moment of inertia Iy = 1737 cm⁴, elastic section modulus Wel,y = 193 cm³.

Cross section · mm

180Side a · mm

5Wall thickness t · mm

34.36Area A · cm²

27.00Mass G · kg/m

Geometry

Side dimension180.00 mm

Wall thickness t5.00 mm

Outer corner radius r_o10.00 mm

Inner corner radius r_i5.00 mm

Cross-section area A34.360 cm²

Weight G
steel 7850 kg/m³27.00kg/m

Section properties

I1 737.000 cm⁴

W_el193.000 cm³

W_pl224.000 cm³

i71.10 mm

I_t2 724.000 cm⁴

Reference

Profile standardEN 10219

EurocodeEN 1993-1-1 (EC3)

Check to EN 1993-1-1

Work out what SHS 180/5 carries over your span

Find the lightest section Compare sections

Enter the design loads and the section is checked for bending, shear and compression with flexural buckling.

Bending/ 61.6 kN·m

Shear/ 272.8 kN

Compression/ 619.7 kN

Steelγ_M0γ_M1L_crmmkClass2

Resistances and factors

M_c,y,Rd / M_c,z,RdW_pl61.6 kN·m / 61.6 kN·m

V_c,z,Rd / V_c,y,RdA_v = 1718 mm²272.8 kN / 272.8 kN

N_pl,Rd / N_b,Rd944.9 kN / 619.7 kN

N_cr,y / N_cr,z1.44 MN / 1.44 MN

γ_M0 / γ_M11.00 / 1.00

Curve c · χ0.66

Simplified checks per EN 1993-1-1, without M+N+V interaction and without lateral-torsional buckling. Verify with a full design.