Maximum pursantage and floor deflection limit

M

MüHenDiS

New Member
Hello, I have 2 problems, can you help me. I have a deflection limit and thickness problem in my 1st floor slab. I made the double sided long and increased the thickness, but nothing changed, there was a maximum separation problem in the S06 column on the 2nd floor floor. .
 
Hello, I fixed your project. attached. There is an error in 5 columns (B). Correct it as I did in column S06. Also, it would be better if you slide the K12-K13-K14 beams in the basement and place the K12 beam on S08 column. Take it easy Unver ÖZCAN
 
Hello, I saw the project while traveling. I have uploaded the corrected version of the links below. I threw 2 separate tiles on the ground floor floors. As such, it gives the warning "Multiple diaphragm detected" on the lower floors while performing the analysis. If you select the "Setting > Static > Automatically create a rigid diaphragm regardless of the connection" box of the tiles, the problem disappears. There is no pursanta problem. You don't have to lower the level of the s06 on the mahvil floor. Thanks.
 
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