IPE 450 vs IPN 450

Steel section comparison · IPE / IPN · EN 10365

  • IPE 450 is 33 % lighter than IPN 450 (77.6 vs 115.0 kg/m).
  • IPN 450 has 36 % higher strong-axis stiffness Iy.
  • IPN 450 has 3 % higher weak-axis stiffness Iz, which governs columns and lateral stability.
  • IPN 450 has 41 % higher plastic bending resistance (Wpl,y).
  • Per kilogram of steel, IPE 450 is the more efficient bending section (Iy/G: 435 vs 399 cm⁴ per kg/m).
PropertyIPE 450IPN 450
Height h [mm]450450
Flange width b [mm]190170
Web thickness tw [mm]9.416.2
Flange thickness tf [mm]14.624.3
Area A [cm²]98.8146.9
Mass G [kg/m]77.6115.0
Moment of inertia Iy [cm⁴]33 74045 850
Elastic modulus Wel,y [cm³]1 5002 040
Plastic modulus Wpl,y [cm³]1 7022 400
Moment of inertia Iz [cm⁴]1 6761 730
Radius of gyration iy [mm]184.8176.0
Radius of gyration iz [mm]41.233.9
Torsion constant It [cm⁴]66.0267.0
Warping constant Iw [×10³ cm⁶]781.0791.0

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.