Floor deflection error

D

damlatpzz

New Member
Hello, I could not solve the tiling deflection errors in my project. I can't figure it out (GROUND FLOOR D14 AND D28), although there is not a large opening. I must be overlooking something. I would be glad if you could take a look. I wish you a good work...
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"damlatpzz":2vrp9d98" said:
Hi, I couldn't solve the deflection errors in my project. Although there is not a big opening, I can't solve it (GROUND FLOOR D14 AND D28). I must be missing something. I would appreciate it if you could take a look. Good work...
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Hello, For the reasons found in our determinations in 8.504, your system is semi-rigid solution. Floor meshes are not formed correctly. The program reports that there is no formation during the analysis. You can choose a fully rigid diaphragm solution. There are also slabs with missing ace in the full rigid diaphragm solution, which do not provide the TS500 thickness control. You need to increase the thickness of the slab that does not provide it in the TS500 thickness control. In the cantilever slab that gives a missing ace, you must increase the diameter of the reinforcement. Note: In the new version tests, the flooring mesh is formed correctly.
 
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