RHS · EN 10219 · cold formed

RHS 350×250/8

RHS 350×250/8 is a cold-formed rectangular hollow section per EN 10219: height 350 mm, width 250 mm, wall thickness 8 mm, weight 71.6 kg/m, cross-section area 91.2 cm², moment of inertia Iy = 16000 cm⁴, elastic section modulus Wel,y = 914.4 cm³.

Cross section · mm
yz2503508[mm]
350Height h · mm
250Width b · mm
91.24Area A · cm²
71.60Mass G · kg/m
Geometry
Height h350.00 mm
Width b250.00 mm
Wall thickness t8.00 mm
Outer corner radius ro20.00 mm
Inner corner radius ri12.00 mm
Cross-section area A91.240 cm²
Weight G
steel 7850 kg/m³
71.60kg/m
Section properties
I16 000.000 cm⁴9 573.000 cm⁴
Wel914.400 cm³765.800 cm³
Wpl1 092.000 cm³869.400 cm³
It19 140.000 cm⁴
Reference
Profile standardEN 10219
EurocodeEN 1993-1-1 (EC3)

Check to EN 1993-1-1

Work out the utilisation of RHS 350×250/8 for your design forces

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

Bending/ 300.3 kN·m
Shear/ 845.0 kN
Compression/ —

The compression check is not available: in uniform compression the section is class 4 and effective properties per EN 1993-1-5 are required. Bending and shear are unaffected.

Class1 / 4bending / compression
Resistances and factors
Mc,y,Rd / Mc,z,RdW_pl300.3 kN·m / 239.1 kN·m
Vc,z,Rd / Vc,y,RdA_v = 5322 mm²845.0 kN / 603.6 kN
Npl,Rd / Nb,Rd— / —
Ncr,y / Ncr,z13.26 MN / 7.94 MN
fyEN 10219-1275 MPa
γM0 / γM11.00 / 1.00
Curve c · χ0.81

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.