HEM · EN 10365

HEM 160

HEM 160 is a European hot-rolled I-beam (wide-flange section) per EN 10365: height 180 mm, flange width 166 mm, weight 76.2 kg/m, cross-section area 97.1 cm², moment of inertia Iy = 5098 cm⁴, elastic section modulus Wel,y = 566.5 cm³.

Cross section · mm

180Height h · mm

166Flange width b · mm

97.05Area A · cm²

76.20Mass G · kg/m

Geometry

Height180.00 mm

Flange width166.00 mm

Flange thickness t_f23.00 mm

Web thickness t_w14.00 mm

Fillet radius r15.00 mm

Cross-section area A97.050 cm²

Weight G
steel 7850 kg/m³76.20kg/m

Section properties

I5 098.000 cm⁴1 759.000 cm⁴

W_el566.500 cm³211.900 cm³

W_pl674.600 cm³325.500 cm³

i72.50 mm42.60 mm

Torsion & LT buckling

Torsion constant I_t160.800 cm⁴

Warping constant I_w104 700.0 cm⁶

Reference

Profile standardEN 10365

EurocodeEN 1993-1-1 (EC3)

Check to EN 1993-1-1

Work out the utilisation of HEM 160 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/ 178.8 kN·m

Shear/ 471.4 kN

Compression/ 970.1 kN

Steelγ_M0γ_M1L_crmmkf_y265MPaClass1

Resistances and factors

M_c,y,Rd / M_c,z,RdW_pl178.8 kN·m / 86.3 kN·m

V_c,z,Rd / V_c,y,RdA_v = 3081 mm²471.4 kN / 1.17 MN

N_pl,Rd / N_b,Rd2.57 MN / 970.1 kN

N_cr,y / N_cr,z4.23 MN / 1.46 MN

f_ytf = 23.0 mm > 16 mm, EN 10025-2265 MPa

γ_M0 / γ_M11.00 / 1.00

Curve c · χ0.38

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.