UPE · EN 10365

UPE 360

UPE 360 is a European parallel-flange channel (UPE) per EN 10365: height 360 mm, flange width 110 mm, weight 61.2 kg/m, cross-section area 77.9 cm², moment of inertia Iy = 14830 cm⁴, elastic section modulus Wel,y = 823.6 cm³.

Cross section · mm

360Height h · mm

110Flange width b · mm

77.90Area A · cm²

61.20Mass G · kg/m

Geometry

Height360.00 mm

Flange width110.00 mm

Flange thickness t_f17.00 mm

Web thickness t_w12.00 mm

Root radius r₁18.00 mm

Centroid position e_y29.70 mm

Cross-section area A77.900 cm²

Weight G
steel 7850 kg/m³61.20kg/m

Section properties

I14 830.000 cm⁴843.700 cm⁴

W_el823.600 cm³105.100 cm³

W_pl982.300 cm³189.200 cm³

i137.90 mm32.90 mm

Torsion & LT buckling

Torsion constant I_t58.490 cm⁴

Warping constant I_ω166 400.0 cm⁶

Reference

Profile standardEN 10365

EurocodeEN 1993-1-1 (EC3)

Check to EN 1993-1-1

Work out the utilisation of UPE 360 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/ 260.3 kN·m

Shear/ 697.7 kN

Compression/ 523.0 kN

Steelγ_M0γ_M1L_crmmkf_y265MPaClass1

Resistances and factors

M_c,y,Rd / M_c,z,RdW_pl260.3 kN·m / 50.1 kN·m

V_c,z,Rd / V_c,y,RdA_v = 4560 mm²697.7 kN / 572.2 kN

N_pl,Rd / N_b,Rd2.06 MN / 523.0 kN

N_cr,y / N_cr,z12.29 MN / 699.5 kN

f_ytf = 17.0 mm > 16 mm, EN 10025-2265 MPa

γ_M0 / γ_M11.00 / 1.00

Curve c · χ0.25

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.