Insufficient number of modal analyzes exceeded slab deflection

I had two slabs with slab deflection limit, I increased the thickness, I made an analysis, 6 slabs came out, is the warning that the deflection exceeded the limit is ridiculous????
 
"tntufekci":1udf0idl" said:
sloped floors on the roof there are protrusions on the front of the roof, these protrusions do not hold the floor deflection
"SERHAT KILIÇ":1udf0idl" said:
I had two floors with floor deflection limit, I increased the thickness I made an analysis, 6 slabs came out, isn't the warning that the deflection exceeded the limit is ridiculous????
If you add your project, we will review it.
 
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