SHS · EN 10210 · hot finished

SHS 350/8

SHS 350/8 is a hot-finished square hollow section per EN 10210: side 350 mm, wall thickness 8 mm, weight 85.4 kg/m, cross-section area 108.8 cm², moment of inertia Iy = 21130 cm⁴, elastic section modulus Wel,y = 1207 cm³.

Cross section · mm
yz3503508[mm]
350Side a · mm
8Wall thickness t · mm
108.75Area A · cm²
85.40Mass G · kg/m
Geometry
Side dimension350.00 mm
Wall thickness t8.00 mm
Outer corner radius ro12.00 mm
Inner corner radius ri8.00 mm
Cross-section area A108.750 cm²
Weight G
steel 7850 kg/m³
85.40kg/m
Section properties
I21 130.000 cm⁴
Wel1 207.000 cm³
Wpl1 392.000 cm³
i139.40 mm
It32 380.000 cm⁴
Reference
Profile standardEN 10210
EurocodeEN 1993-1-1 (EC3)

Check to EN 1993-1-1

Work out the utilisation of SHS 350/8 for your design forces

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

Bending/ —
Shear/ 863.3 kN
Compression/ —

Bending and compression are not available for class 4 sections; effective properties per EN 1993-1-5 are required.

Class4
Resistances and factors
Mc,y,Rd / Mc,z,Rd— / —
Vc,z,Rd / Vc,y,RdA_v = 5438 mm²863.3 kN / 863.3 kN
Npl,Rd / Nb,Rd— / —
Ncr,y / Ncr,z17.52 MN / 17.52 MN
fyEN 10210-1275 MPa
γM0 / γM11.00 / 1.00
Curve a · χ0.95

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.