UPN 80 vs UPE 80

Steel section comparison · UPN / UPE · EN 10365

  • UPE 80 is 8 % lighter than UPN 80 (7.9 vs 8.6 kg/m).
  • UPE 80 has 1 % higher strong-axis stiffness Iy.
  • UPE 80 has 31 % higher weak-axis stiffness Iz, which governs columns and lateral stability.
  • UPN 80 has 4 % higher plastic bending resistance (Wpl,y).
  • Per kilogram of steel, UPE 80 is the more efficient bending section (Iy/G: 14 vs 12 cm⁴ per kg/m).
PropertyUPN 80UPE 80
Height h [mm]8080
Flange width b [mm]4550
Web thickness tw [mm]6.04.0
Flange thickness tf [mm]8.07.0
Area A [cm²]11.010.1
Mass G [kg/m]8.67.9
Moment of inertia Iy [cm⁴]106107
Elastic modulus Wel,y [cm³]2727
Plastic modulus Wpl,y [cm³]3231
Moment of inertia Iz [cm⁴]1926
Radius of gyration iy [mm]31.032.6
Radius of gyration iz [mm]13.315.9
Torsion constant It [cm⁴]2.21.5
Warping constant Iw [×10³ cm⁶]0.20.2

Highlighted value = the favourable one (higher stiffness/modulus, lower mass). Full property sets on the profile pages.

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