SHS · EN 10210 · hot finished

SHS 150/14.2

SHS 150/14.2 is a hot-finished square hollow section per EN 10210: side 150 mm, wall thickness 14.2 mm, weight 58.9 kg/m, cross-section area 75 cm², moment of inertia Iy = 2262 cm⁴, elastic section modulus Wel,y = 301.5 cm³.

Cross section · mm

150Side a · mm

14.2Wall thickness t · mm

74.97Area A · cm²

58.90Mass G · kg/m

Geometry

Side dimension150.00 mm

Wall thickness t14.20 mm

Outer corner radius r_o21.30 mm

Inner corner radius r_i14.20 mm

Cross-section area A74.970 cm²

Weight G
steel 7850 kg/m³58.90kg/m

Section properties

I2 262.000 cm⁴

W_el301.500 cm³

W_pl376.900 cm³

i54.90 mm

I_t3 707.000 cm⁴

Reference

Profile standardEN 10210

EurocodeEN 1993-1-1 (EC3)

Check to EN 1993-1-1

Work out the utilisation of SHS 150/14.2 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/ 103.6 kN·m

Shear/ 595.2 kN

Compression/ 1.30 MN

Steelγ_M0γ_M1L_crmmkClass1

Resistances and factors

M_c,y,Rd / M_c,z,RdW_pl103.6 kN·m / 103.6 kN·m

V_c,z,Rd / V_c,y,RdA_v = 3749 mm²595.2 kN / 595.2 kN

N_pl,Rd / N_b,Rd2.06 MN / 1.30 MN

N_cr,y / N_cr,z1.88 MN / 1.88 MN

f_yEN 10210-1275 MPa

γ_M0 / γ_M11.00 / 1.00

Curve a · χ0.63

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.