SHS · EN 10219 · cold formed

SHS 200/4

SHS 200/4 is a cold-formed square hollow section per EN 10219: side 200 mm, wall thickness 4 mm, weight 24.3 kg/m, cross-section area 31 cm², moment of inertia Iy = 1968 cm⁴, elastic section modulus Wel,y = 196.8 cm³.

Cross section · mm
yz2002004[mm]
200Side a · mm
4Wall thickness t · mm
30.95Area A · cm²
24.30Mass G · kg/m
Geometry
Side dimension200.00 mm
Wall thickness t4.00 mm
Outer corner radius ro8.00 mm
Inner corner radius ri4.00 mm
Cross-section area A30.950 cm²
Weight G
steel 7850 kg/m³
24.30kg/m
Section properties
I1 968.000 cm⁴
Wel196.800 cm³
Wpl226.400 cm³
i79.70 mm
It3 049.000 cm⁴
Reference
Profile standardEN 10219
EurocodeEN 1993-1-1 (EC3)

Check to EN 1993-1-1

Work out the utilisation of SHS 200/4 for your design forces

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

Bending/ —
Shear/ 245.7 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 = 1548 mm²245.7 kN / 245.7 kN
Npl,Rd / Nb,Rd— / —
Ncr,y / Ncr,z1.63 MN / 1.63 MN
fyEN 10219-1275 MPa
γM0 / γM11.00 / 1.00
Curve c · χ0.71

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.