CHS · EN 10210 · hot finished

CHS 48.3/2.6

CHS 48.3/2.6 is a hot-finished circular hollow section per EN 10210: outer diameter 48.3 mm, wall thickness 2.6 mm, weight 2.9 kg/m, cross-section area 3.7 cm², moment of inertia Iy = 9.8 cm⁴, elastic section modulus Wel,y = 4 cm³.

Cross section · mm

48.3Outer diameter d · mm

2.6Wall thickness t · mm

3.73Area A · cm²

2.93Mass G · kg/m

Geometry

Outer diameter d48.30 mm

Wall thickness t2.60 mm

Cross-section area A3.730 cm²

Weight G
steel 7850 kg/m³2.93kg/m

Section properties

Moment of inertia I9.777 cm⁴

W_el4.048 cm³

W_pl5.436 cm³

Radius of gyration i16.20 mm

Torsion constant I_t19.550 cm⁴

Reference

Profile standardEN 10210

EurocodeEN 1993-1-1 (EC3)

Check to EN 1993-1-1

Work out the utilisation of CHS 48.3/2.6 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/ 1.5 kN·m

Shear/ 37.7 kN

Compression/ 7.6 kN

Steelγ_M0γ_M1L_crmmkClass1

Resistances and factors

M_c,y,Rd / M_c,z,RdW_pl1.5 kN·m / 1.5 kN·m

V_c,z,Rd / V_c,y,RdA_v = 237 mm²37.7 kN / 37.7 kN

N_pl,Rd / N_b,Rd102.6 kN / 7.6 kN

N_cr,y / N_cr,z8.1 kN / 8.1 kN

f_yEN 10210-1275 MPa

γ_M0 / γ_M11.00 / 1.00

Curve a · χ0.07

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.