SHS · EN 10210 · hot finished

SHS 200/12.5

SHS 200/12.5 is a hot-finished square hollow section per EN 10210: side 200 mm, wall thickness 12.5 mm, weight 72.3 kg/m, cross-section area 92.1 cm², moment of inertia Iy = 5336 cm⁴, elastic section modulus Wel,y = 533.6 cm³.

Cross section · mm
yz20020012.5[mm]
200Side a · mm
12.5Wall thickness t · mm
92.07Area A · cm²
72.30Mass G · kg/m
Geometry
Side dimension200.00 mm
Wall thickness t12.50 mm
Outer corner radius ro18.75 mm
Inner corner radius ri12.50 mm
Cross-section area A92.070 cm²
Weight G
steel 7850 kg/m³
72.30kg/m
Section properties
I5 336.000 cm⁴
Wel533.600 cm³
Wpl642.600 cm³
i76.10 mm
It8 491.000 cm⁴
Reference
Profile standardEN 10210
EurocodeEN 1993-1-1 (EC3)

Check to EN 1993-1-1

Work out the utilisation of SHS 200/12.5 for your design forces

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

Bending/ 176.7 kN·m
Shear/ 730.9 kN
Compression/ 2.08 MN
Class1
Resistances and factors
Mc,y,Rd / Mc,z,RdW_pl176.7 kN·m / 176.7 kN·m
Vc,z,Rd / Vc,y,RdA_v = 4604 mm²730.9 kN / 730.9 kN
Npl,Rd / Nb,Rd2.53 MN / 2.08 MN
Ncr,y / Ncr,z4.42 MN / 4.42 MN
fyEN 10210-1275 MPa
γM0 / γM11.00 / 1.00
Curve a · χ0.82

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.