UPE · EN 10365

UPE 220

UPE 220 is a European parallel-flange channel (UPE) per EN 10365: height 220 mm, flange width 85 mm, weight 26.6 kg/m, cross-section area 33.9 cm², moment of inertia Iy = 2682 cm⁴, elastic section modulus Wel,y = 243.9 cm³.

Cross section · mm

220Height h · mm

85Flange width b · mm

33.90Area A · cm²

26.60Mass G · kg/m

Geometry

Height220.00 mm

Flange width85.00 mm

Flange thickness t_f12.00 mm

Web thickness t_w6.50 mm

Root radius r₁13.00 mm

Centroid position e_y27.00 mm

Cross-section area A33.900 cm²

Weight G
steel 7850 kg/m³26.60kg/m

Section properties

I2 682.000 cm⁴246.400 cm⁴

W_el243.900 cm³42.510 cm³

W_pl281.500 cm³76.880 cm³

i89.00 mm27.00 mm

Torsion & LT buckling

Torsion constant I_t12.050 cm⁴

Warping constant I_ω17 610.0 cm⁶

Reference

Profile standardEN 10365

EurocodeEN 1993-1-1 (EC3)

Check to EN 1993-1-1

Work out the utilisation of UPE 220 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/ 77.4 kN·m

Shear/ 251.5 kN

Compression/ 163.2 kN

Steelγ_M0γ_M1L_crmmkClass1

Resistances and factors

M_c,y,Rd / M_c,z,RdW_pl77.4 kN·m / 21.1 kN·m

V_c,z,Rd / V_c,y,RdA_v = 1584 mm²251.5 kN / 323.9 kN

N_pl,Rd / N_b,Rd932.3 kN / 163.2 kN

N_cr,y / N_cr,z2.22 MN / 204.3 kN

f_yEN 10025-2275 MPa

γ_M0 / γ_M11.00 / 1.00

Curve c · χ0.18

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.