RHS · EN 10210 · hot finished

RHS 200×100/16

RHS 200×100/16 is a hot-finished rectangular hollow section per EN 10210: height 200 mm, width 100 mm, wall thickness 16 mm, weight 65.2 kg/m, cross-section area 83 cm², moment of inertia Iy = 3678 cm⁴, elastic section modulus Wel,y = 367.8 cm³.

Cross section · mm
yz10020016[mm]
200Height h · mm
100Width b · mm
83.01Area A · cm²
65.20Mass G · kg/m
Geometry
Height h200.00 mm
Width b100.00 mm
Wall thickness t16.00 mm
Outer corner radius ro24.00 mm
Inner corner radius ri16.00 mm
Cross-section area A83.010 cm²
Weight G
steel 7850 kg/m³65.20kg/m
Section properties
I3 678.000 cm⁴1 147.000 cm⁴
Wel367.800 cm³229.500 cm³
Wpl491.100 cm³290.400 cm³
It2 982.000 cm⁴
Reference
Profile standardEN 10210
EurocodeEN 1993-1-1 (EC3)

Check to EN 1993-1-1

Work out the utilisation of RHS 200×100/16 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/ 135.1 kN·m
Shear/ 878.6 kN
Compression/ 804.3 kN
Class1
Resistances and factors
Mc,y,Rd / Mc,z,RdW_pl135.1 kN·m / 79.9 kN·m
Vc,z,Rd / Vc,y,RdA_v = 5534 mm²878.6 kN / 439.3 kN
Npl,Rd / Nb,Rd2.28 MN / 804.3 kN
Ncr,y / Ncr,z3.05 MN / 950.9 kN
fyEN 10210-1275 MPa
γM0 / γM11.00 / 1.00
Curve a · χ0.35

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.