CHS · EN 10210 · hot finished

CHS 60.3/2.6

CHS 60.3/2.6 is a hot-finished circular hollow section per EN 10210: outer diameter 60.3 mm, wall thickness 2.6 mm, weight 3.7 kg/m, cross-section area 4.7 cm², moment of inertia Iy = 19.7 cm⁴, elastic section modulus Wel,y = 6.5 cm³.

Cross section · mm

60.3Outer diameter d · mm

2.6Wall thickness t · mm

4.71Area A · cm²

3.70Mass G · kg/m

Geometry

Outer diameter d60.30 mm

Wall thickness t2.60 mm

Cross-section area A4.710 cm²

Weight G
steel 7850 kg/m³3.70kg/m

Section properties

Moment of inertia I19.650 cm⁴

W_el6.519 cm³

W_pl8.662 cm³

Radius of gyration i20.40 mm

Torsion constant I_t39.310 cm⁴

Reference

Profile standardEN 10210

EurocodeEN 1993-1-1 (EC3)

Check to EN 1993-1-1

Work out the utilisation of CHS 60.3/2.6 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/ 2.4 kN·m

Shear/ 47.6 kN

Compression/ 15.1 kN

Steelγ_M0γ_M1L_crmmkClass1

Resistances and factors

M_c,y,Rd / M_c,z,RdW_pl2.4 kN·m / 2.4 kN·m

V_c,z,Rd / V_c,y,RdA_v = 300 mm²47.6 kN / 47.6 kN

N_pl,Rd / N_b,Rd129.5 kN / 15.1 kN

N_cr,y / N_cr,z16.3 kN / 16.3 kN

f_yEN 10210-1275 MPa

γ_M0 / γ_M11.00 / 1.00

Curve a · χ0.12

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.