First make sure the Criteria - Design criteria has the option "Increase Spread Footing Sizes to Prevent Uplift in Concrete Load Combinations" turned off. If you are still getting issues with the concrete dsign part, then try a user defined reinforcing. More on overturning stability here: communities.bentley.com/.../spread-footing-overturning-and-uplift-checks-in-ram-foundation.aspx
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