Beam Shear safety and slab thickness issue

[gigiveryon]

Good day, First of all, I am a newly graduated civil engineer, so I may have made mistakes due to inexperience. In my project, I could not fix the shear safety control on the k09 beam of the hollow floor slab on the 1st floor and the B errors in the s06 column to which it is connected, and I am not sure if there is an error in my hollow floor slab solution. .Another problem is the thickness problem of the d02 slab on the ground floor, although there is no problem on a lower floor, I am encountering this error on this floor. I made the basic level as a result of the architect's request, but I may have made a mistake while transferring it to the program. Thanks in advance for your answers and information.

 

[unver]

Hello, the formwork plan of the 1st floor was prepared, the D22 floor was made 11 cm on the 1st floor, if you want to make it 10 cm, reduce the console length, if the 1st floor is not used, you can remove the wall loads and reduce the live loads, on the 1st floor K09 beam has been enlarged. fix it. The edited project is attached. Unver ÖZCAN

 

[gigiveryon]

Hello, the formwork plan for the 1st floor has been prepared, the D22 slab on the 1st floor has been made 11 cm. If you want to make it 10 cm, reduce the console length, if the 1st floor will not be used, you can remove the wall loads and reduce the live loads, K09 on the 1st floor beam has been enlarged.