HEB · EN 10365

HEB 140

HEB 140 is a European hot-rolled I-beam (wide-flange section) per EN 10365: height 140 mm, flange width 140 mm, weight 33.7 kg/m, cross-section area 43 cm², moment of inertia Iy = 1509 cm⁴, elastic section modulus Wel,y = 215.6 cm³.

Cross section · mm

140Height h · mm

140Flange width b · mm

42.96Area A · cm²

33.70Mass G · kg/m

Geometry

Height140.00 mm

Flange width140.00 mm

Flange thickness t_f12.00 mm

Web thickness t_w7.00 mm

Fillet radius r12.00 mm

Cross-section area A42.960 cm²

Weight G
steel 7850 kg/m³33.70kg/m

Section properties

I1 509.000 cm⁴549.700 cm⁴

W_el215.600 cm³78.520 cm³

W_pl245.400 cm³119.800 cm³

i59.30 mm35.80 mm

Torsion & LT buckling

Torsion constant I_t20.200 cm⁴

Warping constant I_w21 965.0 cm⁶

Reference

Profile standardEN 10365

EurocodeEN 1993-1-1 (EC3)

Check to EN 1993-1-1

Work out the utilisation of HEB 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/ 67.5 kN·m

Shear/ 207.7 kN

Compression/ 332.4 kN

Steelγ_M0γ_M1L_crmmkClass1

Resistances and factors

M_c,y,Rd / M_c,z,RdW_pl67.5 kN·m / 32.9 kN·m

V_c,z,Rd / V_c,y,RdA_v = 1308 mm²207.7 kN / 533.5 kN

N_pl,Rd / N_b,Rd1.18 MN / 332.4 kN

N_cr,y / N_cr,z1.25 MN / 455.7 kN

f_yEN 10025-2275 MPa

γ_M0 / γ_M11.00 / 1.00

Curve c · χ0.28

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.