CHS · EN 10219 · cold formed

CHS 76.1/6.3

CHS 76.1/6.3 is a cold-formed circular hollow section per EN 10219: outer diameter 76.1 mm, wall thickness 6.3 mm, weight 10.8 kg/m, cross-section area 13.8 cm², moment of inertia Iy = 84.8 cm⁴, elastic section modulus Wel,y = 22.3 cm³.

Cross section · mm

76.1Outer diameter d · mm

6.3Wall thickness t · mm

13.81Area A · cm²

10.80Mass G · kg/m

Geometry

Outer diameter d76.10 mm

Wall thickness t6.30 mm

Cross-section area A13.810 cm²

Weight G
steel 7850 kg/m³10.80kg/m

Section properties

Moment of inertia I84.820 cm⁴

W_el22.290 cm³

W_pl30.780 cm³

Radius of gyration i24.80 mm

Torsion constant I_t169.600 cm⁴

Reference

Profile standardEN 10219

EurocodeEN 1993-1-1 (EC3)

Check to EN 1993-1-1

Work out the utilisation of CHS 76.1/6.3 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/ 8.5 kN·m

Shear/ 139.6 kN

Compression/ 57.3 kN

Steelγ_M0γ_M1L_crmmkClass1

Resistances and factors

M_c,y,Rd / M_c,z,RdW_pl8.5 kN·m / 8.5 kN·m

V_c,z,Rd / V_c,y,RdA_v = 879 mm²139.6 kN / 139.6 kN

N_pl,Rd / N_b,Rd379.8 kN / 57.3 kN

N_cr,y / N_cr,z70.3 kN / 70.3 kN

f_yEN 10219-1275 MPa

γ_M0 / γ_M11.00 / 1.00

Curve c · χ0.15

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.