CHS · EN 10219 · cold formed

CHS 177.8/10

CHS 177.8/10 is a cold-formed circular hollow section per EN 10219: outer diameter 177.8 mm, wall thickness 10 mm, weight 41.4 kg/m, cross-section area 52.7 cm², moment of inertia Iy = 1862 cm⁴, elastic section modulus Wel,y = 209.4 cm³.

Cross section · mm

177.8Outer diameter d · mm

10Wall thickness t · mm

52.72Area A · cm²

41.40Mass G · kg/m

Geometry

Outer diameter d177.80 mm

Wall thickness t10.00 mm

Cross-section area A52.720 cm²

Weight G
steel 7850 kg/m³41.40kg/m

Section properties

Moment of inertia I1 862.000 cm⁴

W_el209.400 cm³

W_pl281.900 cm³

Radius of gyration i59.40 mm

Torsion constant I_t3 724.000 cm⁴

Reference

Profile standardEN 10219

EurocodeEN 1993-1-1 (EC3)

Check to EN 1993-1-1

Work out the utilisation of CHS 177.8/10 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/ 77.5 kN·m

Shear/ 532.9 kN

Compression/ 809.1 kN

Steelγ_M0γ_M1L_crmmkClass1

Resistances and factors

M_c,y,Rd / M_c,z,RdW_pl77.5 kN·m / 77.5 kN·m

V_c,z,Rd / V_c,y,RdA_v = 3356 mm²532.9 kN / 532.9 kN

N_pl,Rd / N_b,Rd1.45 MN / 809.1 kN

N_cr,y / N_cr,z1.54 MN / 1.54 MN

f_yEN 10219-1275 MPa

γ_M0 / γ_M11.00 / 1.00

Curve c · χ0.56

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.