SHS · EN 10210 · hot finished

SHS 300/10

SHS 300/10 is a hot-finished square hollow section per EN 10210: side 300 mm, wall thickness 10 mm, weight 90.2 kg/m, cross-section area 114.9 cm², moment of inertia Iy = 16030 cm⁴, elastic section modulus Wel,y = 1068 cm³.

Cross section · mm
yz30030010[mm]
300Side a · mm
10Wall thickness t · mm
114.93Area A · cm²
90.20Mass G · kg/m
Geometry
Side dimension300.00 mm
Wall thickness t10.00 mm
Outer corner radius ro15.00 mm
Inner corner radius ri10.00 mm
Cross-section area A114.930 cm²
Weight G
steel 7850 kg/m³
90.20kg/m
Section properties
I16 030.000 cm⁴
Wel1 068.000 cm³
Wpl1 246.000 cm³
i118.10 mm
It24 810.000 cm⁴
Reference
Profile standardEN 10210
EurocodeEN 1993-1-1 (EC3)

Check to EN 1993-1-1

Work out the utilisation of SHS 300/10 for your design forces

Enter the design loads and the section is checked for bending, shear and compression with flexural buckling.

Bending/ 342.6 kN·m
Shear/ 912.4 kN
Compression/ 2.93 MN
Class1
Resistances and factors
Mc,y,Rd / Mc,z,RdW_pl342.6 kN·m / 342.6 kN·m
Vc,z,Rd / Vc,y,RdA_v = 5747 mm²912.4 kN / 912.4 kN
Npl,Rd / Nb,Rd3.16 MN / 2.93 MN
Ncr,y / Ncr,z13.29 MN / 13.29 MN
fyEN 10210-1275 MPa
γM0 / γM11.00 / 1.00
Curve a · χ0.93

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.