In most of the masonry monument there is a vertical discontinuity at third floor. At third floor the masonry wall is rested in the timber beam. How this type of structure can be model in Ansys ?
Here is the latest published Modelling Guide for Timber Structures developed by more than 100 global experts: https://web.fpinnovations.ca/modelling/. Chaper 7.3 discusses how to model hybrid timber structures.