UPE · EN 10365

UPE 300

UPE 300 is a European parallel-flange channel (UPE) per EN 10365: height 300 mm, flange width 100 mm, weight 44.4 kg/m, cross-section area 56.6 cm², moment of inertia Iy = 7823 cm⁴, elastic section modulus Wel,y = 521.5 cm³.

Cross section · mm

300Height h · mm

100Flange width b · mm

56.60Area A · cm²

44.40Mass G · kg/m

Geometry

Height300.00 mm

Flange width100.00 mm

Flange thickness t_f15.00 mm

Web thickness t_w9.50 mm

Root radius r₁15.00 mm

Centroid position e_y28.90 mm

Cross-section area A56.600 cm²

Weight G
steel 7850 kg/m³44.40kg/m

Section properties

I7 823.000 cm⁴537.700 cm⁴

W_el521.500 cm³75.580 cm³

W_pl613.400 cm³136.700 cm³

i117.60 mm30.80 mm

Torsion & LT buckling

Torsion constant I_t31.520 cm⁴

Warping constant I_ω72 660.0 cm⁶

Reference

Profile standardEN 10365

EurocodeEN 1993-1-1 (EC3)

Check to EN 1993-1-1

Work out the utilisation of UPE 300 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/ 168.7 kN·m

Shear/ 480.7 kN

Compression/ 342.8 kN

Steelγ_M0γ_M1L_crmmkClass1

Resistances and factors

M_c,y,Rd / M_c,z,RdW_pl168.7 kN·m / 37.6 kN·m

V_c,z,Rd / V_c,y,RdA_v = 3028 mm²480.7 kN / 476.3 kN

N_pl,Rd / N_b,Rd1.56 MN / 342.8 kN

N_cr,y / N_cr,z6.49 MN / 445.8 kN

f_yEN 10025-2275 MPa

γ_M0 / γ_M11.00 / 1.00

Curve c · χ0.22

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.