SHS · EN 10219 · cold formed

SHS 150/16

SHS 150/16 is a cold-formed square hollow section per EN 10219: side 150 mm, wall thickness 16 mm, weight 58.7 kg/m, cross-section area 74.8 cm², moment of inertia Iy = 2009 cm⁴, elastic section modulus Wel,y = 267.9 cm³.

Cross section · mm

150Side a · mm

16Wall thickness t · mm

74.77Area A · cm²

58.70Mass G · kg/m

Geometry

Side dimension150.00 mm

Wall thickness t16.00 mm

Outer corner radius r_o48.00 mm

Inner corner radius r_i32.00 mm

Cross-section area A74.770 cm²

Weight G
steel 7850 kg/m³58.70kg/m

Section properties

I2 009.000 cm⁴

W_el267.900 cm³

W_pl351.400 cm³

i51.80 mm

I_t3 830.000 cm⁴

Reference

Profile standardEN 10219

EurocodeEN 1993-1-1 (EC3)

Check to EN 1993-1-1

Work out the utilisation of SHS 150/16 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/ 96.6 kN·m

Shear/ 593.6 kN

Compression/ 983.6 kN

Steelγ_M0γ_M1L_crmmkClass1

Resistances and factors

M_c,y,Rd / M_c,z,RdW_pl96.6 kN·m / 96.6 kN·m

V_c,z,Rd / V_c,y,RdA_v = 3739 mm²593.6 kN / 593.6 kN

N_pl,Rd / N_b,Rd2.06 MN / 983.6 kN

N_cr,y / N_cr,z1.67 MN / 1.67 MN

f_yEN 10219-1275 MPa

γ_M0 / γ_M11.00 / 1.00

Curve c · χ0.48

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.