RHS · EN 10219 · cold formed

RHS 100×50/5

RHS 100×50/5 is a cold-formed rectangular hollow section per EN 10219: height 100 mm, width 50 mm, wall thickness 5 mm, weight 10.5 kg/m, cross-section area 13.4 cm², moment of inertia Iy = 158.2 cm⁴, elastic section modulus Wel,y = 31.6 cm³.

Cross section · mm

100Height h · mm

50Width b · mm

13.36Area A · cm²

10.50Mass G · kg/m

Geometry

Height h100.00 mm

Width b50.00 mm

Wall thickness t5.00 mm

Outer corner radius r_o10.00 mm

Inner corner radius r_i5.00 mm

Cross-section area A13.360 cm²

Weight G
steel 7850 kg/m³10.50kg/m

Section properties

I158.200 cm⁴52.450 cm⁴

W_el31.640 cm³20.980 cm³

W_pl40.840 cm³24.950 cm³

I_t134.900 cm⁴

Reference

Profile standardEN 10219

EurocodeEN 1993-1-1 (EC3)

Check to EN 1993-1-1

Work out the utilisation of RHS 100×50/5 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/ 11.2 kN·m

Shear/ 141.4 kN

Compression/ 37.0 kN

Steelγ_M0γ_M1L_crmmkClass1

Resistances and factors

M_c,y,Rd / M_c,z,RdW_pl11.2 kN·m / 6.9 kN·m

V_c,z,Rd / V_c,y,RdA_v = 891 mm²141.4 kN / 70.7 kN

N_pl,Rd / N_b,Rd367.4 kN / 37.0 kN

N_cr,y / N_cr,z131.2 kN / 43.5 kN

f_yEN 10219-1275 MPa

γ_M0 / γ_M11.00 / 1.00

Curve c · χ0.10

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.