UPE · EN 10365

UPE 180

UPE 180 is a European parallel-flange channel (UPE) per EN 10365: height 180 mm, flange width 75 mm, weight 19.7 kg/m, cross-section area 25.1 cm², moment of inertia Iy = 1353 cm⁴, elastic section modulus Wel,y = 150.4 cm³.

Cross section · mm

180Height h · mm

75Flange width b · mm

25.10Area A · cm²

19.70Mass G · kg/m

Geometry

Height180.00 mm

Flange width75.00 mm

Flange thickness t_f10.50 mm

Web thickness t_w5.50 mm

Root radius r₁12.00 mm

Centroid position e_y24.70 mm

Cross-section area A25.100 cm²

Weight G
steel 7850 kg/m³19.70kg/m

Section properties

I1 353.000 cm⁴143.700 cm⁴

W_el150.400 cm³28.560 cm³

W_pl173.000 cm³51.300 cm³

i73.40 mm23.90 mm

Torsion & LT buckling

Torsion constant I_t6.990 cm⁴

Warping constant I_ω6 810.0 cm⁶

Reference

Profile standardEN 10365

EurocodeEN 1993-1-1 (EC3)

Check to EN 1993-1-1

Work out the utilisation of UPE 180 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/ 47.6 kN·m

Shear/ 177.6 kN

Compression/ 97.9 kN

Steelγ_M0γ_M1L_crmmkClass1

Resistances and factors

M_c,y,Rd / M_c,z,RdW_pl47.6 kN·m / 14.1 kN·m

V_c,z,Rd / V_c,y,RdA_v = 1119 mm²177.6 kN / 250.1 kN

N_pl,Rd / N_b,Rd690.3 kN / 97.9 kN

N_cr,y / N_cr,z1.12 MN / 119.1 kN

f_yEN 10025-2275 MPa

γ_M0 / γ_M11.00 / 1.00

Curve c · χ0.14

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.