Hi, when you analyze piles under lateral loading, do you consider the axial force applied to the pile? I understand that there are axial-moment interaction curves, but most of my analysis have been done assuming axial force is zero. I am just curious to know what is your approach for lateral loading analysis. As always, thanks for your input !!
Red Flag Submitted
Thank you for helping keep Eng-Tips Forums free from inappropriate posts. The Eng-Tips staff will check this out and take appropriate action.
Reply To This Thread
Posting in the Eng-Tips forums is a member-only feature.