RHS · EN 10210 · hot finished

RHS 140×80/6.3

RHS 140×80/6.3 is a hot-finished rectangular hollow section per EN 10210: height 140 mm, width 80 mm, wall thickness 6.3 mm, weight 20.2 kg/m, cross-section area 25.7 cm², moment of inertia Iy = 645.8 cm⁴, elastic section modulus Wel,y = 92.3 cm³.

Cross section · mm

140Height h · mm

80Width b · mm

25.71Area A · cm²

20.20Mass G · kg/m

Geometry

Height h140.00 mm

Width b80.00 mm

Wall thickness t6.30 mm

Outer corner radius r_o9.45 mm

Inner corner radius r_i6.30 mm

Cross-section area A25.710 cm²

Weight G
steel 7850 kg/m³20.20kg/m

Section properties

I645.800 cm⁴264.800 cm⁴

W_el92.260 cm³66.200 cm³

W_pl115.400 cm³77.510 cm³

I_t606.500 cm⁴

Reference

Profile standardEN 10210

EurocodeEN 1993-1-1 (EC3)

Check to EN 1993-1-1

Work out the utilisation of RHS 140×80/6.3 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/ 31.7 kN·m

Shear/ 259.8 kN

Compression/ 192.1 kN

Steelγ_M0γ_M1L_crmmkClass1

Resistances and factors

M_c,y,Rd / M_c,z,RdW_pl31.7 kN·m / 21.3 kN·m

V_c,z,Rd / V_c,y,RdA_v = 1636 mm²259.8 kN / 148.4 kN

N_pl,Rd / N_b,Rd707.0 kN / 192.1 kN

N_cr,y / N_cr,z535.4 kN / 219.5 kN

f_yEN 10210-1275 MPa

γ_M0 / γ_M11.00 / 1.00

Curve a · χ0.27

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.