Help with RAM SS Steel Column design after frame analysis

Hello,

This is my first stab at using RAM so please forgive any necessary hand holding while attempting to help me.

I hear that RAM is able to share the results of its module design with other modules in RAM. How can I redesign the beams and columns to stop them from failing after the analysis with the Frame module?

I am still getting large deflections in my building and some members indicated as failing after the frame module, I would appreciate any help in how to get the members to be redesigned for the lateral loads and deflections.

Thanks,