Description
| Geometry | Cross-section: | HEA 260 |
|---|---|---|
| Material: | S235 | |
| Load | Design axial force: |  |
| Standard | EN 1993-1-1 [- -] | |
| Parameters for design | Buckling length around y’-axis: | 10,5m |
| Buckling length around z’-axis: | 3,5m |
Results
Intermediate results in Diamonds for buckling around the y’-axis
| Results | Independent reference | Diamonds | Difference |
|---|---|---|---|
 |
1,019 | 1,019 | 0,00% |
 |
1,158 | 1,158 | 0,00% |
 |
0,585 | 0,585 | 0,00% |
 |
0,573 | 0,574 | 0,18% |
 |
0,756 | 0,756 | 0,00% |
 |
0,801 | 0,801 | 0,00% |
 |
1193 kN | 1193 kN | 0,00% |
Unity check  |
84% | 84% | 0,00% |
References
- EN1993-1-1: 2005+AC:2009 (EC)
- Oppe, M. (2005). Example: Buckling resistance of a pinned column with intermediate restraints. Calculation Sheet Access Steel, SX002a-EN-EU
- Tested in Diamonds 2023r01.
