multiple diaphragms

Hello, * Since D08 slab in the basement has no connection with other slabs, it is detected as a separate rigid diaphragm. If you want to solve based on the assumption of a single rigid diaphragm on the floor, select all tiles and click the object properties command. In the Tile Settings dialog that opens, in the static tab check 'Automatically generate rigid diaphragm regardless of connection'. *In order to solve the joint shear safety problem in S9 and S10 columns, adjust the misalignment of K8 and K10 beams to 24 cm. make it defined. Good work
 
Although I made the beam heights of 35 cm, I could not fix the deflection error in the k37 beam, can I get an idea about it?
 
Hello, When you solve the system semi-rigid, the deflection problem disappears, but it gives an "n" error in the kb09 beam, and when you increase the height of the section by 5 cm, the problem is corrected. Good work
 
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