RHS · EN 10210 · hot finished

RHS 250×150/10

RHS 250×150/10 is a hot-finished rectangular hollow section per EN 10210: height 250 mm, width 150 mm, wall thickness 10 mm, weight 58.8 kg/m, cross-section area 74.9 cm², moment of inertia Iy = 6174 cm⁴, elastic section modulus Wel,y = 493.9 cm³.

Cross section · mm
yz15025010[mm]
250Height h · mm
150Width b · mm
74.93Area A · cm²
58.80Mass G · kg/m
Geometry
Height h250.00 mm
Width b150.00 mm
Wall thickness t10.00 mm
Outer corner radius ro15.00 mm
Inner corner radius ri10.00 mm
Cross-section area A74.930 cm²
Weight G
steel 7850 kg/m³
58.80kg/m
Section properties
I6 174.000 cm⁴2 755.000 cm⁴
Wel493.900 cm³367.300 cm³
Wpl610.700 cm³426.000 cm³
It6 090.000 cm⁴
Reference
Profile standardEN 10210
EurocodeEN 1993-1-1 (EC3)

Check to EN 1993-1-1

Work out the utilisation of RHS 250×150/10 for your design forces

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

Bending/ 167.9 kN·m
Shear/ 743.5 kN
Compression/ 1.44 MN
Class1
Resistances and factors
Mc,y,Rd / Mc,z,RdW_pl167.9 kN·m / 117.2 kN·m
Vc,z,Rd / Vc,y,RdA_v = 4683 mm²743.5 kN / 446.1 kN
Npl,Rd / Nb,Rd2.06 MN / 1.44 MN
Ncr,y / Ncr,z5.12 MN / 2.28 MN
fyEN 10210-1275 MPa
γM0 / γM11.00 / 1.00
Curve a · χ0.70

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.