RHS · EN 10210 · hot finished

RHS 150×100/4

RHS 150×100/4 is a hot-finished rectangular hollow section per EN 10210: height 150 mm, width 100 mm, wall thickness 4 mm, weight 15.1 kg/m, cross-section area 19.2 cm², moment of inertia Iy = 607.3 cm⁴, elastic section modulus Wel,y = 81 cm³.

Cross section · mm
yz1001504[mm]
150Height h · mm
100Width b · mm
19.19Area A · cm²
15.10Mass G · kg/m
Geometry
Height h150.00 mm
Width b100.00 mm
Wall thickness t4.00 mm
Outer corner radius ro6.00 mm
Inner corner radius ri4.00 mm
Cross-section area A19.190 cm²
Weight G
steel 7850 kg/m³15.10kg/m
Section properties
I607.300 cm⁴324.000 cm⁴
Wel80.970 cm³64.810 cm³
Wpl97.410 cm³73.640 cm³
It660.100 cm⁴
Reference
Profile standardEN 10210
EurocodeEN 1993-1-1 (EC3)

Check to EN 1993-1-1

Work out the utilisation of RHS 150×100/4 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/ 26.8 kN·m
Shear/ 182.8 kN
Compression/ 220.1 kN
Class1 / 2bending / compression
Resistances and factors
Mc,y,Rd / Mc,z,RdW_pl26.8 kN·m / 20.3 kN·m
Vc,z,Rd / Vc,y,RdA_v = 1151 mm²182.8 kN / 121.9 kN
Npl,Rd / Nb,Rd527.7 kN / 220.1 kN
Ncr,y / Ncr,z503.5 kN / 268.6 kN
fyEN 10210-1275 MPa
γM0 / γM11.00 / 1.00
Curve a · χ0.42

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.