foundation stretching and stapling not recovering

Mr. Yunus. There are already problems in your project that need to be fixed as it is. I suggest that you overhaul things about them first. Apart from that, since there are consoles in the project, I think that you may have an ampatification situation. This is how you can untie some of the stapling. Moreover, 50 cm foundation thickness seems too low for a 6-storey building. Increasing the thickness of the foundation will also solve the stapling problem. In addition, you should analyze the R coefficient by entering a value below 7. PS: I remember the same answers to this project as if I wrote them before.
 
I forgot 50 cm of the foundation, normally I made 60 cm. While analyzing, I did a lot of experimentation by making 60 cm and 70 cm. I don't have the opportunity to make amplifications because there is dilatation right next to it. Although the foundation is poured in one piece, can I show some amplification in the building in this case or how can I transfer the real situation to the model? I had another blog like this, but since there was a base there, I had no problems basically. Apart from these, what are your recommendations for the model, this form page is very useful for me.
 
Do you mind if I show the base like this? I will model the other block and the parking lot in between separately. There is no problem in the raft, only stapling remains in 1 column, and I will now fix it with the column header.
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You can do it this way, you can do it, but you should at least include the loads from the columns and walls of the other blocks into the system. Include the loads coming from the projects that you analyze separately into the system. In this way, the analysis that you will do without adding the loads will mislead you.
 
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