Research Article
Analysis of Flexural Buckling Capacity of Stainless Steel Columns under Axial Compression
Table 3
Parameters for Perry method in Eurocode.
| Buckling modes | Section type | α | λ 0 |
| Flexural buckling | Cold-formed open section (Figure 1) | 0.49 | 0.40 | Hollow section (welded or rolled, Figure 1) | Welded open section (strong axis, Figure 2) | 0.49 | 0.20 | Welded open section (weak axis, Figure 2) | 0.76 | 0.20 |
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