RHS · EN 10210 · hot finished

RHS 250×150/14.2

RHS 250×150/14.2 is a hot-finished rectangular hollow section per EN 10210: height 250 mm, width 150 mm, wall thickness 14.2 mm, weight 81.1 kg/m, cross-section area 103.4 cm², moment of inertia Iy = 8141 cm⁴, elastic section modulus Wel,y = 651.3 cm³.

Cross section · mm
yz15025014.2[mm]
250Height h · mm
150Width b · mm
103.37Area A · cm²
81.10Mass G · kg/m
Geometry
Height h250.00 mm
Width b150.00 mm
Wall thickness t14.20 mm
Outer corner radius ro21.30 mm
Inner corner radius ri14.20 mm
Cross-section area A103.370 cm²
Weight G
steel 7850 kg/m³81.10kg/m
Section properties
I8 141.000 cm⁴3 576.000 cm⁴
Wel651.300 cm³476.800 cm³
Wpl822.700 cm³569.700 cm³
It8 102.000 cm⁴
Reference
Profile standardEN 10210
EurocodeEN 1993-1-1 (EC3)

Check to EN 1993-1-1

Work out the utilisation of RHS 250×150/14.2 for your design forces

Find the lightest sectionCompare sections

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

Bending/ 226.2 kN·m
Shear/ 1.03 MN
Compression/ 1.93 MN
Class1
Resistances and factors
Mc,y,Rd / Mc,z,RdW_pl226.2 kN·m / 156.7 kN·m
Vc,z,Rd / Vc,y,RdA_v = 6461 mm²1.03 MN / 615.5 kN
Npl,Rd / Nb,Rd2.84 MN / 1.93 MN
Ncr,y / Ncr,z6.75 MN / 2.96 MN
fyEN 10210-1275 MPa
γM0 / γM11.00 / 1.00
Curve a · χ0.68

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.