Column shear safety and lack of reinforcement problem

Hello. My suggestions: --Leave enough (dilatation) space between the two structures, --Calculate the structures separately, if necessary, you can solve the foundation together, --Check the elevator engine room, --1. Remove basement rigidity tick, --Insert tie beam between individual foundations, --Insert horizontal soil load on outer shears, --Make finite element width 0.25 m in slabs, --4. Create the stairwells on the floor with the floor edge, --25/50 beams do not get stuck in 50/35(36) beams -Brain the stairs, --2. remove the curtains that do not connect to the building with flooring in the basement, and get an account done, Ünver ÖZCAN
 
Thank you very much for your attention, I did what you said, again in the same column and this time there are other errors
 
Hello, In addition to the problems stated by Ünver Bey (accepting the 1st basement floor as rigid and defining the columns on the 12-17 axes side by side), the superstructure interactive solution was made in your project, and single and raft foundations were used together. In singular foundations, superstructure interactive solutions are not made. Therefore, the analysis model is formed incorrectly. You can define a raft foundation of the same size instead of a single foundation. -You can review the link below for the solution of column beam joint shear safety problems.
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