UPE · EN 10365

UPE 80

UPE 80 is a European parallel-flange channel (UPE) per EN 10365: height 80 mm, flange width 50 mm, weight 7.9 kg/m, cross-section area 10.1 cm², moment of inertia Iy = 107 cm⁴, elastic section modulus Wel,y = 26.8 cm³.

Cross section · mm

80Height h · mm

50Flange width b · mm

10.10Area A · cm²

7.90Mass G · kg/m

Geometry

Height80.00 mm

Flange width50.00 mm

Flange thickness t_f7.00 mm

Web thickness t_w4.00 mm

Root radius r₁10.00 mm

Centroid position e_y18.20 mm

Cross-section area A10.100 cm²

Weight G
steel 7850 kg/m³7.90kg/m

Section properties

I107.000 cm⁴25.500 cm⁴

W_el26.800 cm³8.000 cm³

W_pl31.200 cm³13.940 cm³

i32.60 mm15.90 mm

Torsion & LT buckling

Torsion constant I_t1.470 cm⁴

Warping constant I_ω220.0 cm⁶

Reference

Profile standardEN 10365

EurocodeEN 1993-1-1 (EC3)

Check to EN 1993-1-1

Work out the utilisation of UPE 80 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/ 8.6 kN·m

Shear/ 64.8 kN

Compression/ 18.6 kN

Steelγ_M0γ_M1L_crmmkClass1

Resistances and factors

M_c,y,Rd / M_c,z,RdW_pl8.6 kN·m / 3.8 kN·m

V_c,z,Rd / V_c,y,RdA_v = 408 mm²64.8 kN / 111.1 kN

N_pl,Rd / N_b,Rd277.8 kN / 18.6 kN

N_cr,y / N_cr,z88.7 kN / 21.1 kN

f_yEN 10025-2275 MPa

γ_M0 / γ_M11.00 / 1.00

Curve c · 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.