RHS · EN 10210 · hot finished

RHS 150×100/6.3

RHS 150×100/6.3 is a hot-finished rectangular hollow section per EN 10210: height 150 mm, width 100 mm, wall thickness 6.3 mm, weight 23.1 kg/m, cross-section area 29.5 cm², moment of inertia Iy = 897.9 cm⁴, elastic section modulus Wel,y = 119.7 cm³.

Cross section · mm

150Height h · mm

100Width b · mm

29.49Area A · cm²

23.10Mass G · kg/m

Geometry

Height h150.00 mm

Width b100.00 mm

Wall thickness t6.30 mm

Outer corner radius r_o9.45 mm

Inner corner radius r_i6.30 mm

Cross-section area A29.490 cm²

Weight G
steel 7850 kg/m³23.10kg/m

Section properties

I897.900 cm⁴474.100 cm⁴

W_el119.700 cm³94.810 cm³

W_pl146.700 cm³110.400 cm³

I_t986.500 cm⁴

Reference

Profile standardEN 10210

EurocodeEN 1993-1-1 (EC3)

Check to EN 1993-1-1

Work out the utilisation of RHS 150×100/6.3 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/ 40.3 kN·m

Shear/ 280.9 kN

Compression/ 324.9 kN

Steelγ_M0γ_M1L_crmmkClass1

Resistances and factors

M_c,y,Rd / M_c,z,RdW_pl40.3 kN·m / 30.4 kN·m

V_c,z,Rd / V_c,y,RdA_v = 1769 mm²280.9 kN / 187.3 kN

N_pl,Rd / N_b,Rd811.0 kN / 324.9 kN

N_cr,y / N_cr,z744.4 kN / 393.1 kN

f_yEN 10210-1275 MPa

γ_M0 / γ_M11.00 / 1.00

Curve a · χ0.40

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.