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RISAFoundation - moment on a pile
- Thread starter gb156
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JoshPlumSE
Structural
No, it does not. The program is not trying to design the pile itself. It's assumed that the allowable loads (shear, tension, compression) come from some other calculation or soils report.
For piles, the program's main focus is on desiging the pile cap, and analyzing how much load will make it's way into each pile.
For piles, the program's main focus is on desiging the pile cap, and analyzing how much load will make it's way into each pile.
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