RHS · EN 10210 · hot finished

RHS 100×60/4

RHS 100×60/4 is a hot-finished rectangular hollow section per EN 10210: height 100 mm, width 60 mm, wall thickness 4 mm, weight 9.4 kg/m, cross-section area 12 cm², moment of inertia Iy = 158 cm⁴, elastic section modulus Wel,y = 31.6 cm³.

Cross section · mm

100Height h · mm

60Width b · mm

11.99Area A · cm²

9.41Mass G · kg/m

Geometry

Height h100.00 mm

Width b60.00 mm

Wall thickness t4.00 mm

Outer corner radius r_o6.00 mm

Inner corner radius r_i4.00 mm

Cross-section area A11.990 cm²

Weight G
steel 7850 kg/m³9.41kg/m

Section properties

I158.000 cm⁴70.520 cm⁴

W_el31.610 cm³23.510 cm³

W_pl39.080 cm³27.270 cm³

I_t155.900 cm⁴

Reference

Profile standardEN 10210

EurocodeEN 1993-1-1 (EC3)

Check to EN 1993-1-1

Work out the utilisation of RHS 100×60/4 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/ 10.7 kN·m

Shear/ 119.0 kN

Compression/ 53.3 kN

Steelγ_M0γ_M1L_crmmkClass1

Resistances and factors

M_c,y,Rd / M_c,z,RdW_pl10.7 kN·m / 7.5 kN·m

V_c,z,Rd / V_c,y,RdA_v = 749 mm²119.0 kN / 71.4 kN

N_pl,Rd / N_b,Rd329.7 kN / 53.3 kN

N_cr,y / N_cr,z131.0 kN / 58.5 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.