After revising a previously working model to add point loads, RAM Concept no longer shows required reinforcing anywhere in the slab. While troubleshooting, I compared design strip moment/shear demands to the original model and found them to be similar as expected leading me to believe the analysis is still being run. Does anyone know how to fix this issue? I've included images of design strip moments for a Factored LC and Strength Design: Top Reinforcement Plan to show the issue.