UPN 120 vs UPE 120

Steel section comparison · UPN / UPE · EN 10365

  • UPE 120 is 10 % lighter than UPN 120 (12.1 vs 13.4 kg/m).
  • UPN 120 has 0 % higher strong-axis stiffness Iy.
  • UPE 120 has 28 % higher weak-axis stiffness Iz, which governs columns and lateral stability.
  • UPN 120 has 3 % higher plastic bending resistance (Wpl,y).
  • Per kilogram of steel, UPE 120 is the more efficient bending section (Iy/G: 30 vs 27 cm⁴ per kg/m).
PropertyUPN 120UPE 120
Height h [mm]120120
Flange width b [mm]5560
Web thickness tw [mm]7.05.0
Flange thickness tf [mm]9.08.0
Area A [cm²]17.015.4
Mass G [kg/m]13.412.1
Moment of inertia Iy [cm⁴]364364
Elastic modulus Wel,y [cm³]6161
Plastic modulus Wpl,y [cm³]7370
Moment of inertia Iz [cm⁴]4355
Radius of gyration iy [mm]46.248.6
Radius of gyration iz [mm]15.919.0
Torsion constant It [cm⁴]4.22.9
Warping constant Iw [×10³ cm⁶]0.91.1

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

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