Are there any reasons for forces obtained via DataAccess in VBA for a node's reactions at the base of column on ground level to be different than the forces shown in the foundation module load case forces report in RAM SS?
I am seeing larger dead and live reactions for the node reactions compared to foundation module report.
In the program output, nodal reactions are totals (i.e. column and brace combined) and in the global axes. Foundation loads are broken up (column and brace separately) and in the foundation axis. I assume the DA methods are likewise.