IPE 200 vs HEB 200
- IPE 200 is 63 % lighter than HEB 200 (22.4 vs 61.3 kg/m).
- HEB 200 has 2.9× higher strong-axis stiffness Iy.
- HEB 200 has 14.1× higher weak-axis stiffness Iz, which governs columns and lateral stability.
- HEB 200 has 191 % higher plastic bending resistance (Wpl,y).
- Per kilogram of steel, HEB 200 is the more efficient bending section (Iy/G: 93 vs 87 cm⁴ per kg/m).
| Property | IPE 200 | HEB 200 |
|---|---|---|
| Height h [mm] | 200 | 200 |
| Flange width b [mm] | 100 | 200 |
| Web thickness tw [mm] | 5.6 | 9.0 |
| Flange thickness tf [mm] | 8.5 | 15.0 |
| Area A [cm²] | 28.5 | 78.1 |
| Mass G [kg/m] | 22.4 | 61.3 |
| Moment of inertia Iy [cm⁴] | 1 943 | 5 696 |
| Elastic modulus Wel,y [cm³] | 194 | 570 |
| Plastic modulus Wpl,y [cm³] | 221 | 643 |
| Moment of inertia Iz [cm⁴] | 142 | 2 003 |
| Radius of gyration iy [mm] | 82.6 | 85.4 |
| Radius of gyration iz [mm] | 22.4 | 50.7 |
| Torsion constant It [cm⁴] | 6.8 | 59.6 |
| Warping constant Iw [×10³ cm⁶] | 12.7 | 167.1 |
Highlighted value = the favourable one (higher stiffness/modulus, lower mass). Full property sets on the profile pages.