Hi,
Trying to analyze and design raft/mat in STAAD foundation but plate stresses are zero. Anyone have similar issue, please help to resolve it.
Loads are quite heavy on each columns/pedestals, but plate stresses are zero as per below snap shot.
Thanks for support.
Is the model stable? Can you attach that SFA model here?
Can you also let us know the version number of SFA that you are using?