SHS · EN 10219 · cold formed

SHS 100/10

SHS 100/10 is a cold-formed square hollow section per EN 10219: side 100 mm, wall thickness 10 mm, weight 25.6 kg/m, cross-section area 32.6 cm², moment of inertia Iy = 411.1 cm⁴, elastic section modulus Wel,y = 82.2 cm³.

Cross section · mm

100Side a · mm

10Wall thickness t · mm

32.57Area A · cm²

25.60Mass G · kg/m

Geometry

Side dimension100.00 mm

Wall thickness t10.00 mm

Outer corner radius r_o25.00 mm

Inner corner radius r_i15.00 mm

Cross-section area A32.570 cm²

Weight G
steel 7850 kg/m³25.60kg/m

Section properties

I411.100 cm⁴

W_el82.220 cm³

W_pl105.200 cm³

i35.50 mm

I_t749.800 cm⁴

Reference

Profile standardEN 10219

EurocodeEN 1993-1-1 (EC3)

Check to EN 1993-1-1

Work out the utilisation of SHS 100/10 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/ 28.9 kN·m

Shear/ 258.6 kN

Compression/ 249.3 kN

Steelγ_M0γ_M1L_crmmkClass1

Resistances and factors

M_c,y,Rd / M_c,z,RdW_pl28.9 kN·m / 28.9 kN·m

V_c,z,Rd / V_c,y,RdA_v = 1629 mm²258.6 kN / 258.6 kN

N_pl,Rd / N_b,Rd895.7 kN / 249.3 kN

N_cr,y / N_cr,z340.8 kN / 340.8 kN

f_yEN 10219-1275 MPa

γ_M0 / γ_M11.00 / 1.00

Curve c · χ0.28

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.