RHS · EN 10219 · cold formed

RHS 200×100/4

RHS 200×100/4 is a cold-formed rectangular hollow section per EN 10219: height 200 mm, width 100 mm, wall thickness 4 mm, weight 18 kg/m, cross-section area 23 cm², moment of inertia Iy = 1200 cm⁴, elastic section modulus Wel,y = 120 cm³.

Cross section · mm
yz1002004[mm]
200Height h · mm
100Width b · mm
22.95Area A · cm²
18.00Mass G · kg/m
Geometry
Height h200.00 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 A22.950 cm²
Weight G
steel 7850 kg/m³
18.00kg/m
Section properties
I1 200.000 cm⁴410.800 cm⁴
Wel120.000 cm³82.160 cm³
Wpl148.000 cm³91.700 cm³
It985.400 cm⁴
Reference
Profile standardEN 10219
EurocodeEN 1993-1-1 (EC3)

Check to EN 1993-1-1

Work out the utilisation of RHS 200×100/4 for your design forces

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

Bending/ 40.7 kN·m
Shear/ 242.9 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_pl40.7 kN·m / 25.2 kN·m
Vc,z,Rd / Vc,y,RdA_v = 1530 mm²242.9 kN / 121.5 kN
Npl,Rd / Nb,Rd— / —
Ncr,y / Ncr,z994.9 kN / 340.6 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.