For pile cap design it will be helpful to include summary of pile forces for all the piles in the calculation report. Current version only provides a summary table of maximum pile reaction for service load cases but not all the piles. If I have to determine what is the maximum compresssion and tension force in various piles for different load cases I have to go in Pile layout and show pile reactions. If the project includes many piles and pilecap this gets very tedious. Hope this is captured in future versions.
@Guest Thank you for this. Yes, we will consider this when we implement rigid pile caps for the new STAAD Foundation Advanced.
Thank you for posting this idea. However, I am moving it to the STAAD Concrete portal where the team involved will comment.