Cold Formed Metal Bearing Wall Load Run Down in RAMSS

I want to model CFM bearing walls in RAM modeler essentially for the purpose of creating a load run down to a podium level. My question involves openings in the walls. 

My strategy is to create the walls using "other" and assign them as gravity. I will have several different types of openings to deal with. For example:

Door/Window headers

For these if they are small enough, I would like likely ignore them. However, if they are larger I may want to capture the effects of the point load on the transfer level. I don't believe you can put openings in gravity walls, so I'm thinking that I would just discontinue the wall and place a gravity beam between the two ends of the discontinued walls. Will this strategy give me a point load at the end of the beam applied to the podium level?

Discontinuous walls

Similar to the large opening, I will have cases where the walls stop and I will need a beam that extends from the end of the wall to some other wall. Again, will i get point loads at the ends of the beam?

Beams framing perpendicular to the walls

Some of the beams will frame perpendicular to the wall. I assume these will apply a point load at that location as well. 

Is there a way for me to see the applied loads on the podium level as a result of this "load run down"?

Added question - 
Should the beams be cut back from the walls if importing them from a dxf?

Thanks!