SHS · EN 10219 · cold formed

SHS 300/6.3

SHS 300/6.3 is a cold-formed square hollow section per EN 10219: side 300 mm, wall thickness 6.3 mm, weight 57 kg/m, cross-section area 72.7 cm², moment of inertia Iy = 10340 cm⁴, elastic section modulus Wel,y = 689.5 cm³.

Cross section · mm
yz3003006.3[mm]
300Side a · mm
6.3Wall thickness t · mm
72.65Area A · cm²
57.00Mass G · kg/m
Geometry
Side dimension300.00 mm
Wall thickness t6.30 mm
Outer corner radius ro15.75 mm
Inner corner radius ri9.45 mm
Cross-section area A72.650 cm²
Weight G
steel 7850 kg/m³
57.00kg/m
Section properties
I10 340.000 cm⁴
Wel689.500 cm³
Wpl794.900 cm³
i119.30 mm
It16 220.000 cm⁴
Reference
Profile standardEN 10219
EurocodeEN 1993-1-1 (EC3)

Check to EN 1993-1-1

Work out the utilisation of SHS 300/6.3 for your design forces

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

Bending/ —
Shear/ 576.7 kN
Compression/ —

Bending and compression are not available for class 4 sections; effective properties per EN 1993-1-5 are required.

Class4
Resistances and factors
Mc,y,Rd / Mc,z,Rd— / —
Vc,z,Rd / Vc,y,RdA_v = 3633 mm²576.7 kN / 576.7 kN
Npl,Rd / Nb,Rd— / —
Ncr,y / Ncr,z8.57 MN / 8.57 MN
fyEN 10219-1275 MPa
γM0 / γM11.00 / 1.00
Curve c · χ0.85

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.