RHS · EN 10210 · hot finished

RHS 150×100/5

RHS 150×100/5 is a hot-finished rectangular hollow section per EN 10210: height 150 mm, width 100 mm, wall thickness 5 mm, weight 18.6 kg/m, cross-section area 23.7 cm², moment of inertia Iy = 738.7 cm⁴, elastic section modulus Wel,y = 98.5 cm³.

Cross section · mm

150Height h · mm

100Width b · mm

23.73Area A · cm²

18.60Mass G · kg/m

Geometry

Height h150.00 mm

Width b100.00 mm

Wall thickness t5.00 mm

Outer corner radius r_o7.50 mm

Inner corner radius r_i5.00 mm

Cross-section area A23.730 cm²

Weight G
steel 7850 kg/m³18.60kg/m

Section properties

I738.700 cm⁴392.300 cm⁴

W_el98.500 cm³78.470 cm³

W_pl119.400 cm³90.110 cm³

I_t806.700 cm⁴

Reference

Profile standardEN 10210

EurocodeEN 1993-1-1 (EC3)

Check to EN 1993-1-1

Work out the utilisation of RHS 150×100/5 for your design forces

Find the lightest section Compare sections

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

Bending/ 32.8 kN·m

Shear/ 226.1 kN

Compression/ 267.5 kN

Steelγ_M0γ_M1L_crmmkClass1

Resistances and factors

M_c,y,Rd / M_c,z,RdW_pl32.8 kN·m / 24.8 kN·m

V_c,z,Rd / V_c,y,RdA_v = 1424 mm²226.1 kN / 150.7 kN

N_pl,Rd / N_b,Rd652.6 kN / 267.5 kN

N_cr,y / N_cr,z612.4 kN / 325.2 kN

f_yEN 10210-1275 MPa

γ_M0 / γ_M11.00 / 1.00

Curve a · χ0.41

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.