I am working on a 12 story structure (PT slabs) which has the bottom 4 levels as a parking structure. The structure has multiple sloping slabs that link the different levels of the parking structure together. I am currently modeling the sloping slabs as horizontal slabs and alternating levels. I have researched modeling the slabs sloping, but not sure if that is the correct approach.
I would be interested in how others have handled this type of structure using RAM SS in the past and what were some of the benefits and draw-backs to the different approaches.