hippo11
Structural
- Mar 21, 2003
- 161
What kind of limitations, or what parts of the ACI code, dictate what kinds of horizontal curves and turns you can make with a continuous PT strand in plan?
Too sharp a turn would probably cause a huge horizontal PT force, but I can't find anything on this...
Thanks!
Too sharp a turn would probably cause a huge horizontal PT force, but I can't find anything on this...
Thanks!