hi Kowheng.
I just wanna ask your how do u design piles that have horizontal load. ( for an example bore pile. )How do i take the moment from horizontal load. any simplified method by hand calculation.Doesnt it involve soil and structure interaction?
Thank You
Hi
Another thing. the moment can be uniform all the way to the bottom.
thanks
I just wanna ask your how do u design piles that have horizontal load. ( for an example bore pile. )How do i take the moment from horizontal load. any simplified method by hand calculation.Doesnt it involve soil and structure interaction?
Thank You
Hi
Another thing. the moment can be uniform all the way to the bottom.
thanks