RHS · EN 10219 · cold formed

RHS 200×100/6

RHS 200×100/6 is a cold-formed rectangular hollow section per EN 10219: height 200 mm, width 100 mm, wall thickness 6 mm, weight 26.4 kg/m, cross-section area 33.6 cm², moment of inertia Iy = 1703 cm⁴, elastic section modulus Wel,y = 170.3 cm³.

Cross section · mm

200Height h · mm

100Width b · mm

33.63Area A · cm²

26.40Mass G · kg/m

Geometry

Height h200.00 mm

Width b100.00 mm

Wall thickness t6.00 mm

Outer corner radius r_o12.00 mm

Inner corner radius r_i6.00 mm

Cross-section area A33.630 cm²

Weight G
steel 7850 kg/m³26.40kg/m

Section properties

I1 703.000 cm⁴576.900 cm⁴

W_el170.300 cm³115.400 cm³

W_pl213.300 cm³131.500 cm³

I_t1 417.000 cm⁴

Reference

Profile standardEN 10219

EurocodeEN 1993-1-1 (EC3)

Check to EN 1993-1-1

Work out the utilisation of RHS 200×100/6 for your design forces

Find the lightest section Compare sections

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

Bending/ 58.7 kN·m

Shear/ 356.0 kN

Compression/ 326.2 kN

Steelγ_M0γ_M1L_crmmkClass1

Resistances and factors

M_c,y,Rd / M_c,z,RdW_pl58.7 kN·m / 36.2 kN·m

V_c,z,Rd / V_c,y,RdA_v = 2242 mm²356.0 kN / 178.0 kN

N_pl,Rd / N_b,Rd924.8 kN / 326.2 kN

N_cr,y / N_cr,z1.41 MN / 478.3 kN

f_yEN 10219-1275 MPa

γ_M0 / γ_M11.00 / 1.00

Curve c · 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.