Sr.No. | Tied Column | Spiral Column |
1 | Tied column provide less load-bearing capacity as compared to the spiral column. | Spiral column provides greater load-bearing capacity. |
2 | Tied columns are not suitable for the construction in the earthquake-prone areas. | Spiral columns are suitable for the construction in the earthquake-prone areas. |
3 | Tied columns as list ductility and flexibility as compared to the spiral column. | Spiral reinforcement has more flexibility and ductility. |
4 | Tied column failed suddenly due to excessive cracking in the concrete section | Spiral column can sustain large deformations before the final collapse. |
5 | Tied column fails suddenly due to excessive loads. | Spiral column shows deformation or indication before the complete failure. |
6 | The lateral reinforcement is provided in the form of helical hoops. | The lateral reinforcement is provided in the form of ties. |
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