RHS · EN 10210 · hot finished

RHS 200×120/10

RHS 200×120/10 is a hot-finished rectangular hollow section per EN 10210: height 200 mm, width 120 mm, wall thickness 10 mm, weight 46.3 kg/m, cross-section area 58.9 cm², moment of inertia Iy = 3026 cm⁴, elastic section modulus Wel,y = 302.6 cm³.

Cross section · mm

200Height h · mm

120Width b · mm

58.93Area A · cm²

46.30Mass G · kg/m

Geometry

Height h200.00 mm

Width b120.00 mm

Wall thickness t10.00 mm

Outer corner radius r_o15.00 mm

Inner corner radius r_i10.00 mm

Cross-section area A58.930 cm²

Weight G
steel 7850 kg/m³46.30kg/m

Section properties

I3 026.000 cm⁴1 337.000 cm⁴

W_el302.600 cm³222.900 cm³

W_pl378.900 cm³263.200 cm³

I_t3 001.000 cm⁴

Reference

Profile standardEN 10210

EurocodeEN 1993-1-1 (EC3)

Check to EN 1993-1-1

Work out the utilisation of RHS 200×120/10 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/ 104.2 kN·m

Shear/ 584.8 kN

Compression/ 849.6 kN

Steelγ_M0γ_M1L_crmmkClass1

Resistances and factors

M_c,y,Rd / M_c,z,RdW_pl104.2 kN·m / 72.4 kN·m

V_c,z,Rd / V_c,y,RdA_v = 3683 mm²584.8 kN / 350.9 kN

N_pl,Rd / N_b,Rd1.62 MN / 849.6 kN

N_cr,y / N_cr,z2.51 MN / 1.11 MN

f_yEN 10210-1275 MPa

γ_M0 / γ_M11.00 / 1.00

Curve a · χ0.52

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.