IPE 360 vs HEB 360

Steel section comparison · IPE / HEB · EN 10365

  • IPE 360 is 60 % lighter than HEB 360 (57.1 vs 141.8 kg/m).
  • HEB 360 has 2.7× higher strong-axis stiffness Iy.
  • HEB 360 has 9.7× higher weak-axis stiffness Iz, which governs columns and lateral stability.
  • HEB 360 has 163 % higher plastic bending resistance (Wpl,y).
  • Per kilogram of steel, HEB 360 is the more efficient bending section (Iy/G: 305 vs 285 cm⁴ per kg/m).
PropertyIPE 360HEB 360
Height h [mm]360360
Flange width b [mm]170300
Web thickness tw [mm]8.012.5
Flange thickness tf [mm]12.722.5
Area A [cm²]72.7180.6
Mass G [kg/m]57.1141.8
Moment of inertia Iy [cm⁴]16 27043 190
Elastic modulus Wel,y [cm³]9042 400
Plastic modulus Wpl,y [cm³]1 0192 683
Moment of inertia Iz [cm⁴]1 04310 140
Radius of gyration iy [mm]149.5154.6
Radius of gyration iz [mm]37.974.9
Torsion constant It [cm⁴]37.1297.9
Warping constant Iw [×10³ cm⁶]309.42 829.3

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

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