IPE 180 vs IPN 180

Steel section comparison · IPE / IPN · EN 10365

  • IPE 180 is 14 % lighter than IPN 180 (18.8 vs 21.9 kg/m).
  • IPN 180 has 10 % higher strong-axis stiffness Iy.
  • IPE 180 has 24 % higher weak-axis stiffness Iz, which governs columns and lateral stability.
  • IPN 180 has 12 % higher plastic bending resistance (Wpl,y).
  • Per kilogram of steel, IPE 180 is the more efficient bending section (Iy/G: 70 vs 66 cm⁴ per kg/m).
PropertyIPE 180IPN 180
Height h [mm]180180
Flange width b [mm]9182
Web thickness tw [mm]5.36.9
Flange thickness tf [mm]8.010.4
Area A [cm²]23.927.9
Mass G [kg/m]18.821.9
Moment of inertia Iy [cm⁴]1 3171 450
Elastic modulus Wel,y [cm³]146161
Plastic modulus Wpl,y [cm³]166187
Moment of inertia Iz [cm⁴]10181
Radius of gyration iy [mm]74.272.0
Radius of gyration iz [mm]20.517.1
Torsion constant It [cm⁴]4.79.6
Warping constant Iw [×10³ cm⁶]7.35.9

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

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