SHS · EN 10219 · cold formed

SHS 200/10

SHS 200/10 is a cold-formed square hollow section per EN 10219: side 200 mm, wall thickness 10 mm, weight 57 kg/m, cross-section area 72.6 cm², moment of inertia Iy = 4251 cm⁴, elastic section modulus Wel,y = 425.1 cm³.

Cross section · mm

200Side a · mm

10Wall thickness t · mm

72.57Area A · cm²

57.00Mass G · kg/m

Geometry

Side dimension200.00 mm

Wall thickness t10.00 mm

Outer corner radius r_o25.00 mm

Inner corner radius r_i15.00 mm

Cross-section area A72.570 cm²

Weight G
steel 7850 kg/m³57.00kg/m

Section properties

I4 251.000 cm⁴

W_el425.100 cm³

W_pl508.100 cm³

i76.50 mm

I_t7 072.000 cm⁴

Reference

Profile standardEN 10219

EurocodeEN 1993-1-1 (EC3)

Check to EN 1993-1-1

Work out the utilisation of SHS 200/10 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/ 139.7 kN·m

Shear/ 576.1 kN

Compression/ 1.38 MN

Steelγ_M0γ_M1L_crmmkClass1

Resistances and factors

M_c,y,Rd / M_c,z,RdW_pl139.7 kN·m / 139.7 kN·m

V_c,z,Rd / V_c,y,RdA_v = 3629 mm²576.1 kN / 576.1 kN

N_pl,Rd / N_b,Rd2.00 MN / 1.38 MN

N_cr,y / N_cr,z3.52 MN / 3.52 MN

f_yEN 10219-1275 MPa

γ_M0 / γ_M11.00 / 1.00

Curve c · χ0.69

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.