CHS · EN 10210 · hot finished

CHS 76.1/3.2

CHS 76.1/3.2 is a hot-finished circular hollow section per EN 10210: outer diameter 76.1 mm, wall thickness 3.2 mm, weight 5.8 kg/m, cross-section area 7.3 cm², moment of inertia Iy = 48.8 cm⁴, elastic section modulus Wel,y = 12.8 cm³.

Cross section · mm

76.1Outer diameter d · mm

3.2Wall thickness t · mm

7.33Area A · cm²

5.75Mass G · kg/m

Geometry

Outer diameter d76.10 mm

Wall thickness t3.20 mm

Cross-section area A7.330 cm²

Weight G
steel 7850 kg/m³5.75kg/m

Section properties

Moment of inertia I48.780 cm⁴

W_el12.820 cm³

W_pl17.020 cm³

Radius of gyration i25.80 mm

Torsion constant I_t97.560 cm⁴

Reference

Profile standardEN 10210

EurocodeEN 1993-1-1 (EC3)

Check to EN 1993-1-1

Work out the utilisation of CHS 76.1/3.2 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/ 4.7 kN·m

Shear/ 74.1 kN

Compression/ 36.6 kN

Steelγ_M0γ_M1L_crmmkClass1

Resistances and factors

M_c,y,Rd / M_c,z,RdW_pl4.7 kN·m / 4.7 kN·m

V_c,z,Rd / V_c,y,RdA_v = 467 mm²74.1 kN / 74.1 kN

N_pl,Rd / N_b,Rd201.6 kN / 36.6 kN

N_cr,y / N_cr,z40.4 kN / 40.4 kN

f_yEN 10210-1275 MPa

γ_M0 / γ_M11.00 / 1.00

Curve a · χ0.18

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.