palk7 EIT
Structural
- May 12, 2020
- 159
Hi,
I have a 28"x36" col. and all the main longitudnial bars are spaced less than 6" clear spacing. In this I believe I can just do one rectangular (all 4 corners tied) ties like typical, instead of putting in more cross ties in the middle zone is that true? The reason is based on ACI, long. bars to be supported when the adjacent long. bars are spaced more than 6", so when its less than 6" it doesnt need intermediate cross ties?
Thank you
I have a 28"x36" col. and all the main longitudnial bars are spaced less than 6" clear spacing. In this I believe I can just do one rectangular (all 4 corners tied) ties like typical, instead of putting in more cross ties in the middle zone is that true? The reason is based on ACI, long. bars to be supported when the adjacent long. bars are spaced more than 6", so when its less than 6" it doesnt need intermediate cross ties?
Thank you