Research Article
Analysis of Flexural Buckling Capacity of Stainless Steel Columns under Axial Compression
Table 2
Lower limit for sections of class 3 in the European code [
36].
| Plate type | Sketch map | Limit value |
| Stiffened elements | | W/t = 30.7ε | Unstiffened elements | | Cold rolling: W/t = 11.9ε welding: W/t = 11.0ε | Round tube | | D/t = 90ε2 |
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