SHS · EN 10219 · cold formed

SHS 350/16

SHS 350/16 is a cold-formed square hollow section per EN 10219: side 350 mm, wall thickness 16 mm, weight 159.2 kg/m, cross-section area 202.8 cm², moment of inertia Iy = 36510 cm⁴, elastic section modulus Wel,y = 2086 cm³.

Cross section · mm

350Side a · mm

16Wall thickness t · mm

202.77Area A · cm²

159.20Mass G · kg/m

Geometry

Side dimension350.00 mm

Wall thickness t16.00 mm

Outer corner radius r_o48.00 mm

Inner corner radius r_i32.00 mm

Cross-section area A202.770 cm²

Weight G
steel 7850 kg/m³159.20kg/m

Section properties

I36 510.000 cm⁴

W_el2 086.000 cm³

W_pl2 488.000 cm³

i134.20 mm

I_t61 480.000 cm⁴

Reference

Profile standardEN 10219

EurocodeEN 1993-1-1 (EC3)

Check to EN 1993-1-1

Work out the utilisation of SHS 350/16 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/ 684.2 kN·m

Shear/ 1.61 MN

Compression/ 4.92 MN

Steelγ_M0γ_M1L_crmmkClass1

Resistances and factors

M_c,y,Rd / M_c,z,RdW_pl684.2 kN·m / 684.2 kN·m

V_c,z,Rd / V_c,y,RdA_v = 10139 mm²1.61 MN / 1.61 MN

N_pl,Rd / N_b,Rd5.58 MN / 4.92 MN

N_cr,y / N_cr,z30.27 MN / 30.27 MN

f_yEN 10219-1275 MPa

γ_M0 / γ_M11.00 / 1.00

Curve c · χ0.88

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.