RHS · EN 10219 · cold formed

RHS 260×180/5

RHS 260×180/5 is a cold-formed rectangular hollow section per EN 10219: height 260 mm, width 180 mm, wall thickness 5 mm, weight 33.2 kg/m, cross-section area 42.4 cm², moment of inertia Iy = 4121 cm⁴, elastic section modulus Wel,y = 317 cm³.

Cross section · mm
yz1802605[mm]
260Height h · mm
180Width b · mm
42.36Area A · cm²
33.20Mass G · kg/m
Geometry
Height h260.00 mm
Width b180.00 mm
Wall thickness t5.00 mm
Outer corner radius ro10.00 mm
Inner corner radius ri5.00 mm
Cross-section area A42.360 cm²
Weight G
steel 7850 kg/m³
33.20kg/m
Section properties
I4 121.000 cm⁴2 350.000 cm⁴
Wel317.000 cm³261.100 cm³
Wpl377.400 cm³294.000 cm³
It4 695.000 cm⁴
Reference
Profile standardEN 10219
EurocodeEN 1993-1-1 (EC3)

Check to EN 1993-1-1

Work out the utilisation of RHS 260×180/5 for your design forces

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

Bending/ 103.8 kN·m
Shear/ 397.4 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.

Class2 / 4bending / compression
Resistances and factors
Mc,y,Rd / Mc,z,RdW_pl103.8 kN·m / 80.8 kN·m
Vc,z,Rd / Vc,y,RdA_v = 2503 mm²397.4 kN / 275.1 kN
Npl,Rd / Nb,Rd— / —
Ncr,y / Ncr,z3.42 MN / 1.95 MN
fyEN 10219-1275 MPa
γM0 / γM11.00 / 1.00
Curve c · χ0.68

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.