HEM · EN 10365

HEM 120

HEM 120 is a European hot-rolled I-beam (wide-flange section) per EN 10365: height 140 mm, flange width 126 mm, weight 52.1 kg/m, cross-section area 66.4 cm², moment of inertia Iy = 2018 cm⁴, elastic section modulus Wel,y = 288.2 cm³.

Cross section · mm

140Height h · mm

126Flange width b · mm

66.41Area A · cm²

52.10Mass G · kg/m

Geometry

Height140.00 mm

Flange width126.00 mm

Flange thickness t_f21.00 mm

Web thickness t_w12.50 mm

Fillet radius r12.00 mm

Cross-section area A66.410 cm²

Weight G
steel 7850 kg/m³52.10kg/m

Section properties

I2 018.000 cm⁴702.800 cm⁴

W_el288.200 cm³111.600 cm³

W_pl350.600 cm³171.600 cm³

i55.10 mm32.50 mm

Torsion & LT buckling

Torsion constant I_t90.530 cm⁴

Warping constant I_w23 887.0 cm⁶

Reference

Profile standardEN 10365

EurocodeEN 1993-1-1 (EC3)

Check to EN 1993-1-1

Work out the utilisation of HEM 120 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/ 92.9 kN·m

Shear/ 323.7 kN

Compression/ 437.4 kN

Steelγ_M0γ_M1L_crmmkf_y265MPaClass1

Resistances and factors

M_c,y,Rd / M_c,z,RdW_pl92.9 kN·m / 45.5 kN·m

V_c,z,Rd / V_c,y,RdA_v = 2116 mm²323.7 kN / 809.7 kN

N_pl,Rd / N_b,Rd1.76 MN / 437.4 kN

N_cr,y / N_cr,z1.67 MN / 582.7 kN

f_ytf = 21.0 mm > 16 mm, EN 10025-2265 MPa

γ_M0 / γ_M11.00 / 1.00

Curve c · χ0.25

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.