UPN 100 vs UPE 100

Steel section comparison · UPN / UPE · EN 10365

  • UPE 100 is 8 % lighter than UPN 100 (9.8 vs 10.6 kg/m).
  • UPE 100 has 0 % higher strong-axis stiffness Iy.
  • UPE 100 has 31 % higher weak-axis stiffness Iz, which governs columns and lateral stability.
  • UPN 100 has 2 % higher plastic bending resistance (Wpl,y).
  • Per kilogram of steel, UPE 100 is the more efficient bending section (Iy/G: 21 vs 19 cm⁴ per kg/m).
PropertyUPN 100UPE 100
Height h [mm]100100
Flange width b [mm]5055
Web thickness tw [mm]6.04.5
Flange thickness tf [mm]8.57.5
Area A [cm²]13.512.5
Mass G [kg/m]10.69.8
Moment of inertia Iy [cm⁴]206207
Elastic modulus Wel,y [cm³]4141
Plastic modulus Wpl,y [cm³]4948
Moment of inertia Iz [cm⁴]2938
Radius of gyration iy [mm]39.140.7
Radius of gyration iz [mm]14.717.5
Torsion constant It [cm⁴]2.82.0
Warping constant Iw [×10³ cm⁶]0.40.5

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

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