UPE · EN 10365

UPE 100

UPE 100 is a European parallel-flange channel (UPE) per EN 10365: height 100 mm, flange width 55 mm, weight 9.8 kg/m, cross-section area 12.5 cm², moment of inertia Iy = 207 cm⁴, elastic section modulus Wel,y = 41.4 cm³.

Cross section · mm

100Height h · mm

55Flange width b · mm

12.50Area A · cm²

9.80Mass G · kg/m

Geometry

Height100.00 mm

Flange width55.00 mm

Flange thickness t_f7.50 mm

Web thickness t_w4.50 mm

Root radius r₁10.00 mm

Centroid position e_y19.10 mm

Cross-section area A12.500 cm²

Weight G
steel 7850 kg/m³9.80kg/m

Section properties

I207.000 cm⁴38.300 cm⁴

W_el41.400 cm³10.600 cm³

W_pl48.000 cm³18.880 cm³

i40.70 mm17.50 mm

Torsion & LT buckling

Torsion constant I_t2.010 cm⁴

Warping constant I_ω530.0 cm⁶

Reference

Profile standardEN 10365

EurocodeEN 1993-1-1 (EC3)

Check to EN 1993-1-1

Work out the utilisation of UPE 100 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/ 13.2 kN·m

Shear/ 84.7 kN

Compression/ 27.6 kN

Steelγ_M0γ_M1L_crmmkClass1

Resistances and factors

M_c,y,Rd / M_c,z,RdW_pl13.2 kN·m / 5.2 kN·m

V_c,z,Rd / V_c,y,RdA_v = 534 mm²84.7 kN / 131.0 kN

N_pl,Rd / N_b,Rd343.8 kN / 27.6 kN

N_cr,y / N_cr,z171.6 kN / 31.8 kN

f_yEN 10025-2275 MPa

γ_M0 / γ_M11.00 / 1.00

Curve c · χ0.08

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.