RHS · EN 10219 · cold formed

RHS 180×100/4

RHS 180×100/4 is a cold-formed rectangular hollow section per EN 10219: height 180 mm, width 100 mm, wall thickness 4 mm, weight 16.8 kg/m, cross-section area 21.4 cm², moment of inertia Iy = 926 cm⁴, elastic section modulus Wel,y = 102.9 cm³.

Cross section · mm
yz1001804[mm]
180Height h · mm
100Width b · mm
21.35Area A · cm²
16.80Mass G · kg/m
Geometry
Height h180.00 mm
Width b100.00 mm
Wall thickness t4.00 mm
Outer corner radius ro8.00 mm
Inner corner radius ri4.00 mm
Cross-section area A21.350 cm²
Weight G
steel 7850 kg/m³
16.80kg/m
Section properties
I926.000 cm⁴373.900 cm⁴
Wel102.900 cm³74.780 cm³
Wpl125.900 cm³84.020 cm³
It853.800 cm⁴
Reference
Profile standardEN 10219
EurocodeEN 1993-1-1 (EC3)

Check to EN 1993-1-1

Work out the utilisation of RHS 180×100/4 for your design forces

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

Bending/ 34.6 kN·m
Shear/ 217.9 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.

Class1 / 4bending / compression
Resistances and factors
Mc,y,Rd / Mc,z,RdW_pl34.6 kN·m / 23.1 kN·m
Vc,z,Rd / Vc,y,RdA_v = 1373 mm²217.9 kN / 121.1 kN
Npl,Rd / Nb,Rd— / —
Ncr,y / Ncr,z767.7 kN / 310.0 kN
fyEN 10219-1275 MPa
γM0 / γM11.00 / 1.00
Curve c · χ0.36

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.