RHS · EN 10219 · cold formed

RHS 150×100/10

RHS 150×100/10 is a cold-formed rectangular hollow section per EN 10219: height 150 mm, width 100 mm, wall thickness 10 mm, weight 33.4 kg/m, cross-section area 42.6 cm², moment of inertia Iy = 1162 cm⁴, elastic section modulus Wel,y = 154.9 cm³.

Cross section · mm

150Height h · mm

100Width b · mm

42.57Area A · cm²

33.40Mass G · kg/m

Geometry

Height h150.00 mm

Width b100.00 mm

Wall thickness t10.00 mm

Outer corner radius r_o25.00 mm

Inner corner radius r_i15.00 mm

Cross-section area A42.570 cm²

Weight G
steel 7850 kg/m³33.40kg/m

Section properties

I1 162.000 cm⁴614.400 cm⁴

W_el154.900 cm³122.900 cm³

W_pl199.200 cm³150.200 cm³

I_t1 426.000 cm⁴

Reference

Profile standardEN 10219

EurocodeEN 1993-1-1 (EC3)

Check to EN 1993-1-1

Work out the utilisation of RHS 150×100/10 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/ 54.8 kN·m

Shear/ 405.5 kN

Compression/ 362.2 kN

Steelγ_M0γ_M1L_crmmkClass1

Resistances and factors

M_c,y,Rd / M_c,z,RdW_pl54.8 kN·m / 41.3 kN·m

V_c,z,Rd / V_c,y,RdA_v = 2554 mm²405.5 kN / 270.4 kN

N_pl,Rd / N_b,Rd1.17 MN / 362.2 kN

N_cr,y / N_cr,z963.4 kN / 509.4 kN

f_yEN 10219-1275 MPa

γ_M0 / γ_M11.00 / 1.00

Curve c · χ0.31

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.