RHS · EN 10210 · hot finished

RHS 300×200/10

RHS 300×200/10 is a hot-finished rectangular hollow section per EN 10210: height 300 mm, width 200 mm, wall thickness 10 mm, weight 74.5 kg/m, cross-section area 94.9 cm², moment of inertia Iy = 11820 cm⁴, elastic section modulus Wel,y = 788 cm³.

Cross section · mm
yz20030010[mm]
300Height h · mm
200Width b · mm
94.93Area A · cm²
74.50Mass G · kg/m
Geometry
Height h300.00 mm
Width b200.00 mm
Wall thickness t10.00 mm
Outer corner radius ro15.00 mm
Inner corner radius ri10.00 mm
Cross-section area A94.930 cm²
Weight G
steel 7850 kg/m³
74.50kg/m
Section properties
I11 820.000 cm⁴6 278.000 cm⁴
Wel788.000 cm³627.800 cm³
Wpl955.500 cm³720.900 cm³
It12 910.000 cm⁴
Reference
Profile standardEN 10210
EurocodeEN 1993-1-1 (EC3)

Check to EN 1993-1-1

Work out the utilisation of RHS 300×200/10 for your design forces

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

Bending/ 262.8 kN·m
Shear/ 904.3 kN
Compression/ 2.20 MN
Class1
Resistances and factors
Mc,y,Rd / Mc,z,RdW_pl262.8 kN·m / 198.2 kN·m
Vc,z,Rd / Vc,y,RdA_v = 5696 mm²904.3 kN / 602.9 kN
Npl,Rd / Nb,Rd2.61 MN / 2.20 MN
Ncr,y / Ncr,z9.80 MN / 5.20 MN
fyEN 10210-1275 MPa
γM0 / γM11.00 / 1.00
Curve a · χ0.84

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.