joints in seawalls 1

[mid-tn-mustang]

Hi i noticed a thread from a long while ago that several indicated that as long as the seawall had greater than 0.5% horizontal reinforcing that control joints were not required. Can anyone advise me on where that comes from in the ACI. I am working on a seawall project and would to obviously eliminate as many joint as possible. thanks

 

[ATSE]

2nd try

 

[JoelTXCive]

ATSE - That's a great document on joints. Thank you for posting.