I have some questions about the project I am working on and I would be very grateful if you could answer me. Thank you in advance. I have added a part of the project. The system is separated by earthquake joints. I added only a part of it. It is the elevator shaft and the stairway from the places surrounded by curtains. QUESTION 1 I am aware that there are a lot of openings, but when I select 20 cm slab thickness with normal slab system in idecad, it does not give an error in the report section, but 20 cm slab thickness is too much for me. Is it a problem for me or should I prefer ribbed flooring in terms of engineering? QUESTION 2 Due to the architectural design, I do not have many alternatives in placing curtains and it is not possible to make the system symmetrical. Due to these reasons, the distance between the center of rigidity and the center of mass is too much. Does this pose a problem and what are your suggestions on this subject? QUESTION 3, I made the R coefficient 6.50 for this system in the analysis settings, is this a mistake or is there any harm in making such a definition?
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