Yes and no.
RISAFloor is the program where you can enter the studs and account for partial composite action. That would give you code based deflections and code checks.
RISA-3D doesn't have anything like that. However, there is a section in the Modeling Tips section of hte help file which goes over using rigid links in combination with plate elements to get reasonable composite beam stiffness (for a fully composite beam). No nearly as useful as the RISAFloor composite beams. But, it's something.