Tile bugs not fixed

E

evanes07

New Member
Hello, I couldn't fix the flooring errors in the project I deleted by deleting the upper floors due to its size. When I did the slab analysis, the problem seems to be D42, I deleted it together with the balconies, I recreated the errors, I would be glad if you could help. Also, what feature of the computer will shorten the analysis time the most? RAM, video card, processor speed? Does anyone know which one is the main influence? Even in this state, the analysis time of this project exceeds 1 minute, is it normal?
 
hahahaha, is this skyscraper or something real? :mrgreen: mine is 4250 meters by 2950 meters, the analysis of the 6-storey structure with double diaphragm dilatation to the foundation exceeds 4 minutes, is this normal :shock:
 
I'm tiring you out again, but this is the only diagram of the same project that gave an insufficient error in the raft slab... due to its size, I could only throw in 3 parts. How can I fix the problem if the problem is in the raft or in the report part, or in the raft? Thanks..
 
"evanes07":387gaj3y" said:
I'm tiring you out again, but this is the only diagram of the same project that gives insufficient raft reinforcement error..with the full solid, I could only throw in 3 pieces due to its size..I couldn't fix this raft for 2 days, and the interesting thing is when I got the report If the problem is in the raft or in the report part, how can I fix it? Thank you..
Click to expand...
AS(-) warning in raft slab is caused by insufficient additional reinforcements. In the Rebar Selection dialog, select larger rebar diameters for raft additional reinforcement and analyze If you do it will fix the problem.
 
"evanes07":30kj02fi" said:
hahahaha is this real skyscraper or something :mrgreen: mine is 4250 meters by 2950 meters dilatation to the foundation with a double diaphragm 6-storey structure that takes 4 minutes to analyze, is this normal :shock:
Click to expand...
(above I think the values you wrote are in cm ) These times are normal times. The project in the photo I sent :) It is 67m x 43m in size. It is solved with 21 layers and semi-rigid diaphragm. (I put it in the oven and watch a movie until it's cooked :D or I leave the computer alone at night, it's pleasant when alone works kerata :) ) I solve the problems with a fully rigid diaphragm and short analysis times in such structures, I examine the structure with a semi-rigid diaphragm when I approach the end. One note: Finite element widths will of course affect the analysis time. It can be done from the reinforcement selection dialog of additional reinforcements or by double-clicking on the reinforcement in the dialog in the picture to change the diameter and spacing You can also circumvent the problem.
 
We are the same at 43 meters, 67 meters and 21 floors examined the situation :mrgreen: one movie per analysis, enjoy watching :lol: when I fixed the insufficient additional reinforcement, the problem was fixed, but after the analysis, the additional reinforcements could not be locked, so it became old again and the raft laying as insufficient :shock : but when choosing 18 diameters for addition in reinforcement selection, the problem is fixed, 18 is added to 2 additions, 18 will arrive at the construction site for 2 additions :shock:
 
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