IPE · EN 10365

IPE 140

IPE 140 is a European hot-rolled I-beam (wide-flange section) per EN 10365: height 140 mm, flange width 73 mm, weight 12.9 kg/m, cross-section area 16.4 cm², moment of inertia Iy = 541.2 cm⁴, elastic section modulus Wel,y = 77.3 cm³.

Cross section · mm

140Height h · mm

73Flange width b · mm

16.43Area A · cm²

12.90Mass G · kg/m

Geometry

Height140.00 mm

Flange width73.00 mm

Flange thickness t_f6.90 mm

Web thickness t_w4.70 mm

Fillet radius r7.00 mm

Cross-section area A16.430 cm²

Weight G
steel 7850 kg/m³12.90kg/m

Section properties

I541.200 cm⁴44.920 cm⁴

W_el77.320 cm³12.310 cm³

W_pl88.340 cm³19.250 cm³

i57.40 mm16.50 mm

Torsion & LT buckling

Torsion constant I_t2.401 cm⁴

Warping constant I_w1 951.0 cm⁶

Reference

Profile standardEN 10365

EurocodeEN 1993-1-1 (EC3)

Check to EN 1993-1-1

Work out the utilisation of IPE 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/ 24.3 kN·m

Shear/ 121.4 kN

Compression/ 33.9 kN

Steelγ_M0γ_M1L_crmmkClass1

Resistances and factors

M_c,y,Rd / M_c,z,RdW_pl24.3 kN·m / 5.3 kN·m

V_c,z,Rd / V_c,y,RdA_v = 765 mm²121.4 kN / 159.9 kN

N_pl,Rd / N_b,Rd451.8 kN / 33.9 kN

N_cr,y / N_cr,z448.7 kN / 37.2 kN

f_yEN 10025-2275 MPa

γ_M0 / γ_M11.00 / 1.00

Curve b · χ0.07

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.