SHS · EN 10210 · hot finished

SHS 150/8

SHS 150/8 is a hot-finished square hollow section per EN 10210: side 150 mm, wall thickness 8 mm, weight 35.1 kg/m, cross-section area 44.8 cm², moment of inertia Iy = 1491 cm⁴, elastic section modulus Wel,y = 198.7 cm³.

Cross section · mm

150Side a · mm

8Wall thickness t · mm

44.75Area A · cm²

35.10Mass G · kg/m

Geometry

Side dimension150.00 mm

Wall thickness t8.00 mm

Outer corner radius r_o12.00 mm

Inner corner radius r_i8.00 mm

Cross-section area A44.750 cm²

Weight G
steel 7850 kg/m³35.10kg/m

Section properties

I1 491.000 cm⁴

W_el198.700 cm³

W_pl236.900 cm³

i57.70 mm

I_t2 351.000 cm⁴

Reference

Profile standardEN 10210

EurocodeEN 1993-1-1 (EC3)

Check to EN 1993-1-1

Work out the utilisation of SHS 150/8 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/ 65.1 kN·m

Shear/ 355.3 kN

Compression/ 821.0 kN

Steelγ_M0γ_M1L_crmmkClass1

Resistances and factors

M_c,y,Rd / M_c,z,RdW_pl65.1 kN·m / 65.1 kN·m

V_c,z,Rd / V_c,y,RdA_v = 2238 mm²355.3 kN / 355.3 kN

N_pl,Rd / N_b,Rd1.23 MN / 821.0 kN

N_cr,y / N_cr,z1.24 MN / 1.24 MN

f_yEN 10210-1275 MPa

γ_M0 / γ_M11.00 / 1.00

Curve a · χ0.67

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.