Firstly, you are running an explicit job with termination time = 0.5 sec (which, although not extremely rare, seems like a lot for an explicit run). Also, it looks like you are not displacing the whole part (Ram); just nodes on a subset of the faces with boundary conditions on each DOF of each node. All shell element formulations are type = 2. Finally, in my experience, contact in Dyna seems to work well when the contact entity types are either parts or part sets, instead of segments (element faces). Taken together, I think think defaults generated by FEMAP might be partly to blame.
In my experience, as a beginner in a new tool, it is best to learn it as intended to be used by the designers of the tool (i.e., reading the manuals of the tool, immersing yourself in examples, working with others who use the same tool, etc.). If you try to use the new tool as you imagine (coming from a background with another tool), you may be in for some surprises.
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