Why am i having different footing dimensions in staad pro foundation, while i am using the same loading but different codes.
I thought footing dimension is a function of reaction/soil bearing capacity?
please help
I am following this thread and wondered if my issue could be addressed with your explanation.But,i woud like to request sir to kindly see if my2548.TestG4 Foundation.sfa issue for SFA foundation design could be resolved with any changes.The problem encountered is that despite the isolated or combined footing design,the results overlap and sizing is overly huge for a small model.Kindly,shared the foundation file in IS code design.Many thanks in advance.