Dhavalcooldued
Structural
- Mar 14, 2008
- 3
HI,
I am working on a Pile cap design for industrial bldg. I have 2 columns sitting at 8' apart on same pile cap.the pile cap is 5 pile group (12'X 12') & 7 pilegroup (14'X14').I am just wondering abt the top reinforcement design as now its gonna have some negative momenton the top.
thanks
I am working on a Pile cap design for industrial bldg. I have 2 columns sitting at 8' apart on same pile cap.the pile cap is 5 pile group (12'X 12') & 7 pilegroup (14'X14').I am just wondering abt the top reinforcement design as now its gonna have some negative momenton the top.
thanks