SHS · EN 10210 · hot finished

SHS 250/12.5

SHS 250/12.5 is a hot-finished square hollow section per EN 10210: side 250 mm, wall thickness 12.5 mm, weight 91.9 kg/m, cross-section area 117.1 cm², moment of inertia Iy = 10920 cm⁴, elastic section modulus Wel,y = 873.2 cm³.

Cross section · mm

250Side a · mm

12.5Wall thickness t · mm

117.07Area A · cm²

91.90Mass G · kg/m

Geometry

Side dimension250.00 mm

Wall thickness t12.50 mm

Outer corner radius r_o18.75 mm

Inner corner radius r_i12.50 mm

Cross-section area A117.070 cm²

Weight G
steel 7850 kg/m³91.90kg/m

Section properties

I10 920.000 cm⁴

W_el873.200 cm³

W_pl1 037.000 cm³

i96.60 mm

I_t17 160.000 cm⁴

Reference

Profile standardEN 10210

EurocodeEN 1993-1-1 (EC3)

Check to EN 1993-1-1

Work out the utilisation of SHS 250/12.5 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/ 285.2 kN·m

Shear/ 929.4 kN

Compression/ 2.87 MN

Steelγ_M0γ_M1L_crmmkClass1

Resistances and factors

M_c,y,Rd / M_c,z,RdW_pl285.2 kN·m / 285.2 kN·m

V_c,z,Rd / V_c,y,RdA_v = 5854 mm²929.4 kN / 929.4 kN

N_pl,Rd / N_b,Rd3.22 MN / 2.87 MN

N_cr,y / N_cr,z9.05 MN / 9.05 MN

f_yEN 10210-1275 MPa

γ_M0 / γ_M11.00 / 1.00

Curve a · χ0.89

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.