HEA 800 vs HEB 800

Steel section comparison · HEA / HEB · EN 10365

  • HEA 800 is 14 % lighter than HEB 800 (224.4 vs 262.3 kg/m).
  • HEB 800 has 18 % higher strong-axis stiffness Iy.
  • HEB 800 has 18 % higher weak-axis stiffness Iz, which governs columns and lateral stability.
  • HEB 800 has 18 % higher plastic bending resistance (Wpl,y).
  • Per kilogram of steel, both are similarly efficient in bending (Iy/G ≈ 1 361 cm⁴ per kg/m).
PropertyHEA 800HEB 800
Height h [mm]790800
Flange width b [mm]300300
Web thickness tw [mm]15.017.5
Flange thickness tf [mm]28.033.0
Area A [cm²]285.8334.2
Mass G [kg/m]224.4262.3
Moment of inertia Iy [cm⁴]303 400359 100
Elastic modulus Wel,y [cm³]7 6828 977
Plastic modulus Wpl,y [cm³]8 69910 230
Moment of inertia Iz [cm⁴]12 64014 900
Radius of gyration iy [mm]325.8327.8
Radius of gyration iz [mm]66.566.8
Torsion constant It [cm⁴]609.6962.1
Warping constant Iw [×10³ cm⁶]18 113.021 617.0

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

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