SHS · EN 10210 · hot finished

SHS 220/14.2

SHS 220/14.2 is a hot-finished square hollow section per EN 10210: side 220 mm, wall thickness 14.2 mm, weight 90.1 kg/m, cross-section area 114.7 cm², moment of inertia Iy = 8007 cm⁴, elastic section modulus Wel,y = 727.9 cm³.

Cross section · mm

220Side a · mm

14.2Wall thickness t · mm

114.73Area A · cm²

90.10Mass G · kg/m

Geometry

Side dimension220.00 mm

Wall thickness t14.20 mm

Outer corner radius r_o21.30 mm

Inner corner radius r_i14.20 mm

Cross-section area A114.730 cm²

Weight G
steel 7850 kg/m³90.10kg/m

Section properties

I8 007.000 cm⁴

W_el727.900 cm³

W_pl878.600 cm³

i83.50 mm

I_t12 770.000 cm⁴

Reference

Profile standardEN 10210

EurocodeEN 1993-1-1 (EC3)

Check to EN 1993-1-1

Work out the utilisation of SHS 220/14.2 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/ 241.6 kN·m

Shear/ 910.8 kN

Compression/ 2.69 MN

Steelγ_M0γ_M1L_crmmkClass1

Resistances and factors

M_c,y,Rd / M_c,z,RdW_pl241.6 kN·m / 241.6 kN·m

V_c,z,Rd / V_c,y,RdA_v = 5737 mm²910.8 kN / 910.8 kN

N_pl,Rd / N_b,Rd3.16 MN / 2.69 MN

N_cr,y / N_cr,z6.64 MN / 6.64 MN

f_yEN 10210-1275 MPa

γ_M0 / γ_M11.00 / 1.00

Curve a · χ0.85

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.