RHS · EN 10219 · cold formed

RHS 350×250/6

RHS 350×250/6 is a cold-formed rectangular hollow section per EN 10219: height 350 mm, width 250 mm, wall thickness 6 mm, weight 54.7 kg/m, cross-section area 69.6 cm², moment of inertia Iy = 12460 cm⁴, elastic section modulus Wel,y = 711.8 cm³.

Cross section · mm
yz2503506[mm]
350Height h · mm
250Width b · mm
69.63Area A · cm²
54.70Mass G · kg/m
Geometry
Height h350.00 mm
Width b250.00 mm
Wall thickness t6.00 mm
Outer corner radius ro12.00 mm
Inner corner radius ri6.00 mm
Cross-section area A69.630 cm²
Weight G
steel 7850 kg/m³
54.70kg/m
Section properties
I12 460.000 cm⁴7 458.000 cm⁴
Wel711.800 cm³596.700 cm³
Wpl842.600 cm³670.800 cm³
It14 550.000 cm⁴
Reference
Profile standardEN 10219
EurocodeEN 1993-1-1 (EC3)

Check to EN 1993-1-1

Work out the utilisation of RHS 350×250/6 for your design forces

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

Bending/ 195.7 kN·m
Shear/ 644.9 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.

Class3 / 4bending / compression
Resistances and factors
Mc,y,Rd / Mc,z,RdW_el195.7 kN·m / 164.1 kN·m
Vc,z,Rd / Vc,y,RdA_v = 4062 mm²644.9 kN / 460.6 kN
Npl,Rd / Nb,Rd— / —
Ncr,y / Ncr,z10.33 MN / 6.18 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.