RHS · EN 10219 · cold formed

RHS 300×100/16

RHS 300×100/16 is a cold-formed rectangular hollow section per EN 10219: height 300 mm, width 100 mm, wall thickness 16 mm, weight 83.8 kg/m, cross-section area 106.8 cm², moment of inertia Iy = 9157 cm⁴, elastic section modulus Wel,y = 610.5 cm³.

Cross section · mm
yz10030016[mm]
300Height h · mm
100Width b · mm
106.77Area A · cm²
83.80Mass G · kg/m
Geometry
Height h300.00 mm
Width b100.00 mm
Wall thickness t16.00 mm
Outer corner radius ro48.00 mm
Inner corner radius ri32.00 mm
Cross-section area A106.770 cm²
Weight G
steel 7850 kg/m³
83.80kg/m
Section properties
I9 157.000 cm⁴1 543.000 cm⁴
Wel610.500 cm³308.600 cm³
Wpl865.000 cm³386.100 cm³
It4 939.000 cm⁴
Reference
Profile standardEN 10219
EurocodeEN 1993-1-1 (EC3)

Check to EN 1993-1-1

Work out the utilisation of RHS 300×100/16 for your design forces

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

Bending/ 237.9 kN·m
Shear/ 1.27 MN
Compression/ 909.4 kN
Class1
Resistances and factors
Mc,y,Rd / Mc,z,RdW_pl237.9 kN·m / 106.2 kN·m
Vc,z,Rd / Vc,y,RdA_v = 8008 mm²1.27 MN / 423.8 kN
Npl,Rd / Nb,Rd2.94 MN / 909.4 kN
Ncr,y / Ncr,z7.59 MN / 1.28 MN
fyEN 10219-1275 MPa
γM0 / γM11.00 / 1.00
Curve c · χ0.31

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.