I am designing spread foundations in RAM Foundation. The building uses braced frames. Columns are pinned at the base. In RAM Foundation "Include Moments Due to Shear in Columns" is unchecked for all categories.
However, in the design of the footings, RAM Foundation is still doing an overturning check at the foundation and saying that the foundation is failing in overturning.
What is going on? How can I determine the moment that RAM is using for its calculations?