RHS · EN 10210 · hot finished

RHS 100×60/8

RHS 100×60/8 is a hot-finished rectangular hollow section per EN 10210: height 100 mm, width 60 mm, wall thickness 8 mm, weight 17.5 kg/m, cross-section area 22.4 cm², moment of inertia Iy = 263.8 cm⁴, elastic section modulus Wel,y = 52.8 cm³.

Cross section · mm
yz601008[mm]
100Height h · mm
60Width b · mm
22.35Area A · cm²
17.50Mass G · kg/m
Geometry
Height h100.00 mm
Width b60.00 mm
Wall thickness t8.00 mm
Outer corner radius ro12.00 mm
Inner corner radius ri8.00 mm
Cross-section area A22.350 cm²
Weight G
steel 7850 kg/m³17.50kg/m
Section properties
I263.800 cm⁴113.300 cm⁴
Wel52.770 cm³37.780 cm³
Wpl68.740 cm³47.080 cm³
It265.400 cm⁴
Reference
Profile standardEN 10210
EurocodeEN 1993-1-1 (EC3)

Check to EN 1993-1-1

Work out the utilisation of RHS 100×60/8 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/ 18.9 kN·m
Shear/ 221.8 kN
Compression/ 86.3 kN
Class1
Resistances and factors
Mc,y,Rd / Mc,z,RdW_pl18.9 kN·m / 12.9 kN·m
Vc,z,Rd / Vc,y,RdA_v = 1397 mm²221.8 kN / 133.1 kN
Npl,Rd / Nb,Rd614.6 kN / 86.3 kN
Ncr,y / Ncr,z218.7 kN / 93.9 kN
fyEN 10210-1275 MPa
γM0 / γM11.00 / 1.00
Curve a · χ0.14

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.