Findings about your project; -Rigid floor acceptance seems wrong. It would be more appropriate to enter -2. -Frame formation in both directions seems insufficient in your system. Increasing framework persistence can be a solution to problems. -Your column count seems insufficient. Increasing it can positively affect the result. -Your ground values seem low. I suggest you review it. -Linear loads on rib and cassette slabs are not taken into account in rib beams. Instead, you can increase the pavement loads of the slab. -There are cases such as overlapping objects and vertical continuity errors in geometry control. I recommend you to review your project again, taking into account the errors and warnings given in the geometry control. Other problems are related to the weakness of the established carrier system. If necessary, system changes can be made based on the architectural project.
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