IPE 300 vs IPN 300

Steel section comparison · IPE / IPN · EN 10365

  • IPE 300 is 22 % lighter than IPN 300 (42.2 vs 54.2 kg/m).
  • IPN 300 has 17 % higher strong-axis stiffness Iy.
  • IPE 300 has 34 % higher weak-axis stiffness Iz, which governs columns and lateral stability.
  • IPN 300 has 21 % higher plastic bending resistance (Wpl,y).
  • Per kilogram of steel, IPE 300 is the more efficient bending section (Iy/G: 198 vs 181 cm⁴ per kg/m).
PropertyIPE 300IPN 300
Height h [mm]300300
Flange width b [mm]150125
Web thickness tw [mm]7.110.8
Flange thickness tf [mm]10.716.2
Area A [cm²]53.869.0
Mass G [kg/m]42.254.2
Moment of inertia Iy [cm⁴]8 3569 800
Elastic modulus Wel,y [cm³]557653
Plastic modulus Wpl,y [cm³]628762
Moment of inertia Iz [cm⁴]604451
Radius of gyration iy [mm]124.6119.0
Radius of gyration iz [mm]33.525.5
Torsion constant It [cm⁴]19.856.8
Warping constant Iw [×10³ cm⁶]124.391.8

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

Explore further

Disclaimer: All content, data, and calculations on this website are provided "as is" for informational purposes only. While we strive for accuracy, we do not warrant that the content is complete, up-to-date, or free of errors. The content does not constitute professional advice and must be verified against the official applicable standards by a qualified person. Use of this data is strictly at the user's own risk, and we accept no liability for any direct or indirect damages resulting from its use.