SHS · EN 10210 · hot finished

SHS 400/10

SHS 400/10 is a hot-finished square hollow section per EN 10210: side 400 mm, wall thickness 10 mm, weight 121.6 kg/m, cross-section area 154.9 cm², moment of inertia Iy = 39130 cm⁴, elastic section modulus Wel,y = 1956 cm³.

Cross section · mm
yz40040010[mm]
400Side a · mm
10Wall thickness t · mm
154.93Area A · cm²
121.60Mass G · kg/m
Geometry
Side dimension400.00 mm
Wall thickness t10.00 mm
Outer corner radius ro15.00 mm
Inner corner radius ri10.00 mm
Cross-section area A154.930 cm²
Weight G
steel 7850 kg/m³
121.60kg/m
Section properties
I39 130.000 cm⁴
Wel1 956.000 cm³
Wpl2 260.000 cm³
i158.90 mm
It60 090.000 cm⁴
Reference
Profile standardEN 10210
EurocodeEN 1993-1-1 (EC3)

Check to EN 1993-1-1

Work out the utilisation of SHS 400/10 for your design forces

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

Bending/ 537.9 kN·m
Shear/ 1.23 MN
Compression/ 4.10 MN
Class3
Resistances and factors
Mc,y,Rd / Mc,z,RdW_el537.9 kN·m / 537.9 kN·m
Vc,z,Rd / Vc,y,RdA_v = 7747 mm²1.23 MN / 1.23 MN
Npl,Rd / Nb,Rd4.26 MN / 4.10 MN
Ncr,y / Ncr,z32.44 MN / 32.44 MN
fyEN 10210-1275 MPa
γM0 / γM11.00 / 1.00
Curve a · χ0.96

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.