UPE · EN 10365

UPE 140

UPE 140 is a European parallel-flange channel (UPE) per EN 10365: height 140 mm, flange width 65 mm, weight 14.5 kg/m, cross-section area 18.4 cm², moment of inertia Iy = 599.5 cm⁴, elastic section modulus Wel,y = 85.6 cm³.

Cross section · mm

140Height h · mm

65Flange width b · mm

18.40Area A · cm²

14.50Mass G · kg/m

Geometry

Height140.00 mm

Flange width65.00 mm

Flange thickness t_f9.00 mm

Web thickness t_w5.00 mm

Root radius r₁12.00 mm

Centroid position e_y21.70 mm

Cross-section area A18.400 cm²

Weight G
steel 7850 kg/m³14.50kg/m

Section properties

I599.500 cm⁴78.700 cm⁴

W_el85.640 cm³18.190 cm³

W_pl98.840 cm³32.580 cm³

i57.10 mm20.70 mm

Torsion & LT buckling

Torsion constant I_t4.050 cm⁴

Warping constant I_ω2 200.0 cm⁶

Reference

Profile standardEN 10365

EurocodeEN 1993-1-1 (EC3)

Check to EN 1993-1-1

Work out the utilisation of UPE 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/ 27.2 kN·m

Shear/ 130.7 kN

Compression/ 55.1 kN

Steelγ_M0γ_M1L_crmmkClass1

Resistances and factors

M_c,y,Rd / M_c,z,RdW_pl27.2 kN·m / 9.0 kN·m

V_c,z,Rd / V_c,y,RdA_v = 823 mm²130.7 kN / 185.8 kN

N_pl,Rd / N_b,Rd506.0 kN / 55.1 kN

N_cr,y / N_cr,z497.0 kN / 65.2 kN

f_yEN 10025-2275 MPa

γ_M0 / γ_M11.00 / 1.00

Curve c · χ0.11

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.