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Because you specified a deck slab -> ok for loading BUT your deck is acting with the beams as one piece -> some loads are supported by the beams and some by the pannel.
Actually as your deck is quite stiff compared to the beams, the deck is like a central support at the FEM node (due to your mesh, only one node at the center of the beam) that's why you see this kind of moment.
Two ways to avoid this (among others) :
refine the mesh but your pannel will stil act with the beams
![Autodesk Design & Make Report](https://forums.autodesk.com/t5/image/serverpage/image-id/1350519iCB55845EBFC43016/image-size/large?v=v2&px=999" "Autodesk Design & Make Report")