SHS · EN 10210 · hot finished

SHS 50/3.2

SHS 50/3.2 is a hot-finished square hollow section per EN 10210: side 50 mm, wall thickness 3.2 mm, weight 4.6 kg/m, cross-section area 5.9 cm², moment of inertia Iy = 21.2 cm⁴, elastic section modulus Wel,y = 8.5 cm³.

Cross section · mm

50Side a · mm

3.2Wall thickness t · mm

5.88Area A · cm²

4.62Mass G · kg/m

Geometry

Side dimension50.00 mm

Wall thickness t3.20 mm

Outer corner radius r_o4.80 mm

Inner corner radius r_i3.20 mm

Cross-section area A5.880 cm²

Weight G
steel 7850 kg/m³4.62kg/m

Section properties

I21.230 cm⁴

W_el8.491 cm³

W_pl10.240 cm³

i19.00 mm

I_t33.820 cm⁴

Reference

Profile standardEN 10210

EurocodeEN 1993-1-1 (EC3)

Check to EN 1993-1-1

Work out the utilisation of SHS 50/3.2 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/ 2.8 kN·m

Shear/ 46.7 kN

Compression/ 16.4 kN

Steelγ_M0γ_M1L_crmmkClass1

Resistances and factors

M_c,y,Rd / M_c,z,RdW_pl2.8 kN·m / 2.8 kN·m

V_c,z,Rd / V_c,y,RdA_v = 294 mm²46.7 kN / 46.7 kN

N_pl,Rd / N_b,Rd161.7 kN / 16.4 kN

N_cr,y / N_cr,z17.6 kN / 17.6 kN

f_yEN 10210-1275 MPa

γ_M0 / γ_M11.00 / 1.00

Curve a · χ0.10

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.