HEM · EN 10365

HEM 140

HEM 140 is a European hot-rolled I-beam (wide-flange section) per EN 10365: height 160 mm, flange width 146 mm, weight 63.2 kg/m, cross-section area 80.6 cm², moment of inertia Iy = 3291 cm⁴, elastic section modulus Wel,y = 411.4 cm³.

Cross section · mm

160Height h · mm

146Flange width b · mm

80.56Area A · cm²

63.20Mass G · kg/m

Geometry

Height160.00 mm

Flange width146.00 mm

Flange thickness t_f22.00 mm

Web thickness t_w13.00 mm

Fillet radius r12.00 mm

Cross-section area A80.560 cm²

Weight G
steel 7850 kg/m³63.20kg/m

Section properties

I3 291.000 cm⁴1 144.000 cm⁴

W_el411.400 cm³156.800 cm³

W_pl493.800 cm³240.500 cm³

i63.90 mm37.70 mm

Torsion & LT buckling

Torsion constant I_t118.600 cm⁴

Warping constant I_w52 826.0 cm⁶

Reference

Profile standardEN 10365

EurocodeEN 1993-1-1 (EC3)

Check to EN 1993-1-1

Work out the utilisation of HEM 140 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/ 130.9 kN·m

Shear/ 374.2 kN

Compression/ 671.3 kN

Steelγ_M0γ_M1L_crmmkf_y265MPaClass1

Resistances and factors

M_c,y,Rd / M_c,z,RdW_pl130.9 kN·m / 63.7 kN·m

V_c,z,Rd / V_c,y,RdA_v = 2446 mm²374.2 kN / 982.9 kN

N_pl,Rd / N_b,Rd2.13 MN / 671.3 kN

N_cr,y / N_cr,z2.73 MN / 948.4 kN

f_ytf = 22.0 mm > 16 mm, EN 10025-2265 MPa

γ_M0 / γ_M11.00 / 1.00

Curve c · χ0.31

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.