SHS · EN 10219 · cold formed

SHS 200/5

SHS 200/5 is a cold-formed square hollow section per EN 10219: side 200 mm, wall thickness 5 mm, weight 30.1 kg/m, cross-section area 38.4 cm², moment of inertia Iy = 2410 cm⁴, elastic section modulus Wel,y = 241 cm³.

Cross section · mm

200Side a · mm

5Wall thickness t · mm

38.36Area A · cm²

30.10Mass G · kg/m

Geometry

Side dimension200.00 mm

Wall thickness t5.00 mm

Outer corner radius r_o10.00 mm

Inner corner radius r_i5.00 mm

Cross-section area A38.360 cm²

Weight G
steel 7850 kg/m³30.10kg/m

Section properties

I2 410.000 cm⁴

W_el241.000 cm³

W_pl278.900 cm³

i79.30 mm

I_t3 763.000 cm⁴

Reference

Profile standardEN 10219

EurocodeEN 1993-1-1 (EC3)

Check to EN 1993-1-1

Work out the utilisation of SHS 200/5 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/ 66.3 kN·m

Shear/ 304.5 kN

Compression/ 747.0 kN

Steelγ_M0γ_M1L_crmmkClass3

Resistances and factors

M_c,y,Rd / M_c,z,RdW_el66.3 kN·m / 66.3 kN·m

V_c,z,Rd / V_c,y,RdA_v = 1918 mm²304.5 kN / 304.5 kN

N_pl,Rd / N_b,Rd1.05 MN / 747.0 kN

N_cr,y / N_cr,z2.00 MN / 2.00 MN

f_yEN 10219-1275 MPa

γ_M0 / γ_M11.00 / 1.00

Curve c · χ0.71

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.