RHS · EN 10210 · hot finished

RHS 200×100/5

RHS 200×100/5 is a hot-finished rectangular hollow section per EN 10210: height 200 mm, width 100 mm, wall thickness 5 mm, weight 22.6 kg/m, cross-section area 28.7 cm², moment of inertia Iy = 1495 cm⁴, elastic section modulus Wel,y = 149.5 cm³.

Cross section · mm
yz1002005[mm]
200Height h · mm
100Width b · mm
28.73Area A · cm²
22.60Mass G · kg/m
Geometry
Height h200.00 mm
Width b100.00 mm
Wall thickness t5.00 mm
Outer corner radius ro7.50 mm
Inner corner radius ri5.00 mm
Cross-section area A28.730 cm²
Weight G
steel 7850 kg/m³22.60kg/m
Section properties
I1 495.000 cm⁴505.300 cm⁴
Wel149.500 cm³101.100 cm³
Wpl185.000 cm³113.900 cm³
It1 204.000 cm⁴
Reference
Profile standardEN 10210
EurocodeEN 1993-1-1 (EC3)

Check to EN 1993-1-1

Work out the utilisation of RHS 200×100/5 for your design forces

Find the lightest sectionCompare sections

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

Bending/ 50.9 kN·m
Shear/ 304.1 kN
Compression/ 340.7 kN
Class1 / 3bending / compression
Resistances and factors
Mc,y,Rd / Mc,z,RdW_pl50.9 kN·m / 31.3 kN·m
Vc,z,Rd / Vc,y,RdA_v = 1915 mm²304.1 kN / 152.1 kN
Npl,Rd / Nb,Rd790.1 kN / 340.7 kN
Ncr,y / Ncr,z1.24 MN / 418.9 kN
fyEN 10210-1275 MPa
γM0 / γM11.00 / 1.00
Curve a · χ0.43

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.