RHS · EN 10219 · cold formed

RHS 200×120/6

RHS 200×120/6 is a cold-formed rectangular hollow section per EN 10219: height 200 mm, width 120 mm, wall thickness 6 mm, weight 28.3 kg/m, cross-section area 36 cm², moment of inertia Iy = 1929 cm⁴, elastic section modulus Wel,y = 192.9 cm³.

Cross section · mm

200Height h · mm

120Width b · mm

36.03Area A · cm²

28.30Mass G · kg/m

Geometry

Height h200.00 mm

Width b120.00 mm

Wall thickness t6.00 mm

Outer corner radius r_o12.00 mm

Inner corner radius r_i6.00 mm

Cross-section area A36.030 cm²

Weight G
steel 7850 kg/m³28.30kg/m

Section properties

I1 929.000 cm⁴874.300 cm⁴

W_el192.900 cm³145.700 cm³

W_pl236.500 cm³166.300 cm³

I_t1 947.000 cm⁴

Reference

Profile standardEN 10219

EurocodeEN 1993-1-1 (EC3)

Check to EN 1993-1-1

Work out the utilisation of RHS 200×120/6 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/ 65.0 kN·m

Shear/ 357.5 kN

Compression/ 444.6 kN

Steelγ_M0γ_M1L_crmmkClass1

Resistances and factors

M_c,y,Rd / M_c,z,RdW_pl65.0 kN·m / 45.7 kN·m

V_c,z,Rd / V_c,y,RdA_v = 2252 mm²357.5 kN / 214.5 kN

N_pl,Rd / N_b,Rd990.8 kN / 444.6 kN

N_cr,y / N_cr,z1.60 MN / 724.8 kN

f_yEN 10219-1275 MPa

γ_M0 / γ_M11.00 / 1.00

Curve c · χ0.45

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.