CHS · EN 10210 · hot finished

CHS 273/25

CHS 273/25 is a hot-finished circular hollow section per EN 10210: outer diameter 273 mm, wall thickness 25 mm, weight 152.9 kg/m, cross-section area 194.8 cm², moment of inertia Iy = 15130 cm⁴, elastic section modulus Wel,y = 1108 cm³.

Cross section · mm

273Outer diameter d · mm

25Wall thickness t · mm

194.78Area A · cm²

152.90Mass G · kg/m

Geometry

Outer diameter d273.00 mm

Wall thickness t25.00 mm

Cross-section area A194.780 cm²

Weight G
steel 7850 kg/m³152.90kg/m

Section properties

Moment of inertia I15 130.000 cm⁴

W_el1 108.000 cm³

W_pl1 543.000 cm³

Radius of gyration i88.10 mm

Torsion constant I_t30 250.000 cm⁴

Reference

Profile standardEN 10210

EurocodeEN 1993-1-1 (EC3)

Check to EN 1993-1-1

Work out the utilisation of CHS 273/25 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/ 408.9 kN·m

Shear/ 1.90 MN

Compression/ 4.51 MN

Steelγ_M0γ_M1L_crmmkf_y265MPaClass1

Resistances and factors

M_c,y,Rd / M_c,z,RdW_pl408.9 kN·m / 408.9 kN·m

V_c,z,Rd / V_c,y,RdA_v = 12400 mm²1.90 MN / 1.90 MN

N_pl,Rd / N_b,Rd5.16 MN / 4.51 MN

N_cr,y / N_cr,z12.54 MN / 12.54 MN

f_yt = 25.0 mm > 16 mm, EN 10210-1265 MPa

γ_M0 / γ_M11.00 / 1.00

Curve a · χ0.87

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.