UPE · EN 10365

UPE 330

UPE 330 is a European parallel-flange channel (UPE) per EN 10365: height 330 mm, flange width 105 mm, weight 53.2 kg/m, cross-section area 67.8 cm², moment of inertia Iy = 11010 cm⁴, elastic section modulus Wel,y = 667.1 cm³.

Cross section · mm

330Height h · mm

105Flange width b · mm

67.80Area A · cm²

53.20Mass G · kg/m

Geometry

Height330.00 mm

Flange width105.00 mm

Flange thickness t_f16.00 mm

Web thickness t_w11.00 mm

Root radius r₁18.00 mm

Centroid position e_y29.00 mm

Cross-section area A67.800 cm²

Weight G
steel 7850 kg/m³53.20kg/m

Section properties

I11 010.000 cm⁴681.500 cm⁴

W_el667.100 cm³89.660 cm³

W_pl791.900 cm³161.700 cm³

i127.40 mm31.70 mm

Torsion & LT buckling

Torsion constant I_t45.180 cm⁴

Warping constant I_ω111 800.0 cm⁶

Reference

Profile standardEN 10365

EurocodeEN 1993-1-1 (EC3)

Check to EN 1993-1-1

Work out the utilisation of UPE 330 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/ 217.8 kN·m

Shear/ 616.7 kN

Compression/ 430.6 kN

Steelγ_M0γ_M1L_crmmkClass1

Resistances and factors

M_c,y,Rd / M_c,z,RdW_pl217.8 kN·m / 44.5 kN·m

V_c,z,Rd / V_c,y,RdA_v = 3884 mm²616.7 kN / 533.5 kN

N_pl,Rd / N_b,Rd1.86 MN / 430.6 kN

N_cr,y / N_cr,z9.13 MN / 565.0 kN

f_yEN 10025-2275 MPa

γ_M0 / γ_M11.00 / 1.00

Curve c · χ0.23

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.