Could there be a case of excessive deflection in the future?

Dear furkanturker, This design has gone even further back than before. In the past, there were no consoles from the discontinued column. Consoles from the column have also been added here. (Red revision clouds) Again, none of what I said about the framework was taken into account. Not all columns are connected in one direction. (Blue revision clouds) There are unnecessary stubs and empty spaces. The beam did not pass through the places where the beam can pass. (purple ellipses) One thing to remember is that in a reinforced concrete frame system, columns and beams are the sine qua non of the building. Let's not spoil the architecture, okay, but after a while we cannot escape from these beams and columns. Look at the beams on the buildings where you live. Many of the beams that the architect cried out and said not to be seen actually stay in place without any trouble. I don't understand what's the point of risking it because it will scratch our eyes. (eg beams on the floor landing) I don't think you will go to the right address if you get stuck on your first design while working on this project and go to fix it. I say it again. Your architect and owner did not sacrifice the project as much as one-tenth of the sacrifice you are trying to make (which I think is meaningless). Best regards... N. YILMAZ Note: D1 slab is one of the most innocent slabs of the project (except for the cantilever beam from the column).
 
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