As suggested by Dave, results from Summary tab can be used. However I would like to point out that you have used pinned supports and hence you would not have moments at the supports. You should design the base plate for the axial forces and shears only. If in your actual structure, the column base should resist moment then you need to define the supports as FIXED and reanalyze the model. In that case, you can design the base plate for the moments which would be reported as part of the support reactions. The Moments reported as part of the statics check is for equilibrium check for the entire structure and are not support reactions. So these should NOT be used to design base plates.
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