Adding an axial design check for beams or collectors to a braced frame lateral frame system. In particularly for rigid diaphragms these forces are not applied to horizontal members and require separate hand checks or analysis in another program. This is a tedious process to pull forces from the model and either tabulate the frame shears or apply statics to get the net axial force in the horizontal member.
I don't understand how you would implement this. How does RAM know what axial load to use? This is a problem with any rigid or semi-rigid analysis. The engineer needs to determine the load path.