IPE 140 vs IPN 140

Steel section comparison · IPE / IPN · EN 10365

  • IPE 140 is 10 % lighter than IPN 140 (12.9 vs 14.3 kg/m).
  • IPN 140 has 6 % higher strong-axis stiffness Iy.
  • IPE 140 has 28 % higher weak-axis stiffness Iz, which governs columns and lateral stability.
  • IPN 140 has 8 % higher plastic bending resistance (Wpl,y).
  • Per kilogram of steel, IPE 140 is the more efficient bending section (Iy/G: 42 vs 40 cm⁴ per kg/m).
PropertyIPE 140IPN 140
Height h [mm]140140
Flange width b [mm]7366
Web thickness tw [mm]4.75.7
Flange thickness tf [mm]6.98.6
Area A [cm²]16.418.2
Mass G [kg/m]12.914.3
Moment of inertia Iy [cm⁴]541573
Elastic modulus Wel,y [cm³]7782
Plastic modulus Wpl,y [cm³]8895
Moment of inertia Iz [cm⁴]4535
Radius of gyration iy [mm]57.456.0
Radius of gyration iz [mm]16.514.0
Torsion constant It [cm⁴]2.44.3
Warping constant Iw [×10³ cm⁶]2.01.5

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

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