RHS · EN 10210 · hot finished

RHS 100×60/5

RHS 100×60/5 is a hot-finished rectangular hollow section per EN 10210: height 100 mm, width 60 mm, wall thickness 5 mm, weight 11.6 kg/m, cross-section area 14.7 cm², moment of inertia Iy = 189.1 cm⁴, elastic section modulus Wel,y = 37.8 cm³.

Cross section · mm

100Height h · mm

60Width b · mm

14.73Area A · cm²

11.60Mass G · kg/m

Geometry

Height h100.00 mm

Width b60.00 mm

Wall thickness t5.00 mm

Outer corner radius r_o7.50 mm

Inner corner radius r_i5.00 mm

Cross-section area A14.730 cm²

Weight G
steel 7850 kg/m³11.60kg/m

Section properties

I189.100 cm⁴83.590 cm⁴

W_el37.820 cm³27.860 cm³

W_pl47.360 cm³32.890 cm³

I_t187.500 cm⁴

Reference

Profile standardEN 10210

EurocodeEN 1993-1-1 (EC3)

Check to EN 1993-1-1

Work out the utilisation of RHS 100×60/5 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/ 13.0 kN·m

Shear/ 146.2 kN

Compression/ 63.3 kN

Steelγ_M0γ_M1L_crmmkClass1

Resistances and factors

M_c,y,Rd / M_c,z,RdW_pl13.0 kN·m / 9.0 kN·m

V_c,z,Rd / V_c,y,RdA_v = 921 mm²146.2 kN / 87.7 kN

N_pl,Rd / N_b,Rd405.1 kN / 63.3 kN

N_cr,y / N_cr,z156.8 kN / 69.3 kN

f_yEN 10210-1275 MPa

γ_M0 / γ_M11.00 / 1.00

Curve a · χ0.16

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.