UPE · EN 10365

UPE 200

UPE 200 is a European parallel-flange channel (UPE) per EN 10365: height 200 mm, flange width 80 mm, weight 22.8 kg/m, cross-section area 29 cm², moment of inertia Iy = 1909 cm⁴, elastic section modulus Wel,y = 190.9 cm³.

Cross section · mm

200Height h · mm

80Flange width b · mm

29.00Area A · cm²

22.80Mass G · kg/m

Geometry

Height200.00 mm

Flange width80.00 mm

Flange thickness t_f11.00 mm

Web thickness t_w6.00 mm

Root radius r₁13.00 mm

Centroid position e_y25.60 mm

Cross-section area A29.000 cm²

Weight G
steel 7850 kg/m³22.80kg/m

Section properties

I1 909.000 cm⁴187.300 cm⁴

W_el190.900 cm³34.430 cm³

W_pl220.100 cm³62.200 cm³

i81.10 mm25.40 mm

Torsion & LT buckling

Torsion constant I_t8.890 cm⁴

Warping constant I_ω11 000.0 cm⁶

Reference

Profile standardEN 10365

EurocodeEN 1993-1-1 (EC3)

Check to EN 1993-1-1

Work out the utilisation of UPE 200 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/ 60.5 kN·m

Shear/ 214.2 kN

Compression/ 125.8 kN

Steelγ_M0γ_M1L_crmmkClass1

Resistances and factors

M_c,y,Rd / M_c,z,RdW_pl60.5 kN·m / 17.1 kN·m

V_c,z,Rd / V_c,y,RdA_v = 1349 mm²214.2 kN / 279.4 kN

N_pl,Rd / N_b,Rd797.5 kN / 125.8 kN

N_cr,y / N_cr,z1.58 MN / 155.3 kN

f_yEN 10025-2275 MPa

γ_M0 / γ_M11.00 / 1.00

Curve c · χ0.16

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.