HEA · EN 10365

HEA 140

HEA 140 is a European hot-rolled I-beam (wide-flange section) per EN 10365: height 133 mm, flange width 140 mm, weight 24.7 kg/m, cross-section area 31.4 cm², moment of inertia Iy = 1033 cm⁴, elastic section modulus Wel,y = 155.4 cm³.

Cross section · mm

133Height h · mm

140Flange width b · mm

31.42Area A · cm²

24.70Mass G · kg/m

Geometry

Height133.00 mm

Flange width140.00 mm

Flange thickness t_f8.50 mm

Web thickness t_w5.50 mm

Fillet radius r12.00 mm

Cross-section area A31.420 cm²

Weight G
steel 7850 kg/m³24.70kg/m

Section properties

I1 033.000 cm⁴389.300 cm⁴

W_el155.400 cm³55.620 cm³

W_pl173.500 cm³84.850 cm³

i57.30 mm35.20 mm

Torsion & LT buckling

Torsion constant I_t8.032 cm⁴

Warping constant I_w14 729.0 cm⁶

Reference

Profile standardEN 10365

EurocodeEN 1993-1-1 (EC3)

Check to EN 1993-1-1

Work out the utilisation of HEA 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/ 47.7 kN·m

Shear/ 160.8 kN

Compression/ 236.9 kN

Steelγ_M0γ_M1L_crmmkClass1

Resistances and factors

M_c,y,Rd / M_c,z,RdW_pl47.7 kN·m / 23.3 kN·m

V_c,z,Rd / V_c,y,RdA_v = 1013 mm²160.8 kN / 377.9 kN

N_pl,Rd / N_b,Rd864.0 kN / 236.9 kN

N_cr,y / N_cr,z856.4 kN / 322.7 kN

f_yEN 10025-2275 MPa

γ_M0 / γ_M11.00 / 1.00

Curve c · χ0.27

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.