SHS · EN 10210 · hot finished

SHS 120/10

SHS 120/10 is a hot-finished square hollow section per EN 10210: side 120 mm, wall thickness 10 mm, weight 33.7 kg/m, cross-section area 42.9 cm², moment of inertia Iy = 852.1 cm⁴, elastic section modulus Wel,y = 142 cm³.

Cross section · mm

120Side a · mm

10Wall thickness t · mm

42.93Area A · cm²

33.70Mass G · kg/m

Geometry

Side dimension120.00 mm

Wall thickness t10.00 mm

Outer corner radius r_o15.00 mm

Inner corner radius r_i10.00 mm

Cross-section area A42.930 cm²

Weight G
steel 7850 kg/m³33.70kg/m

Section properties

I852.100 cm⁴

W_el142.000 cm³

W_pl175.200 cm³

i44.60 mm

I_t1 382.000 cm⁴

Reference

Profile standardEN 10210

EurocodeEN 1993-1-1 (EC3)

Check to EN 1993-1-1

Work out the utilisation of SHS 120/10 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/ 48.2 kN·m

Shear/ 340.8 kN

Compression/ 560.1 kN

Steelγ_M0γ_M1L_crmmkClass1

Resistances and factors

M_c,y,Rd / M_c,z,RdW_pl48.2 kN·m / 48.2 kN·m

V_c,z,Rd / V_c,y,RdA_v = 2147 mm²340.8 kN / 340.8 kN

N_pl,Rd / N_b,Rd1.18 MN / 560.1 kN

N_cr,y / N_cr,z706.4 kN / 706.4 kN

f_yEN 10210-1275 MPa

γ_M0 / γ_M11.00 / 1.00

Curve a · χ0.47

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.