Floor Deflection Limit Error

Y

yusufgok

New Member
1. In some parts, I get the error that the beam deflection limit and slab deflection limit have been exceeded. I can solve it by increasing the size by making a kind of compaction on the beams, but how should I go about the slabs? 2. The project link is below, I did not see any problem in the data entry.
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Hello, You should turn around the Salvage console floor with beams and make it ribbed. Take into account the warnings and errors that appear in the geometry control in your model. Also, since you are making a hollow floor system, I recommend you to solve the project as a semi-rigid diaphragm.
 
Hi My Suggestions - Mark -10 cm slabs as "this beam bears console slab" -- Remove 1st and ground floor tick from floor general settings -- Solve as semi-rigid diaphragm. It does not give an error. Take it easy Unver ÖZCAN
 
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