Your questions about performance analysis

Of course, you have to do the performance analysis according to 3 floors. Define the concrete value of the first floor as it is.
 
"M.sa":2duijyde" said:
Of course, you need to do the performance analysis according to 3 floors. Define the concrete value of the first floor according to what it is. I did it, but there is no problem in the normal analysis, it saves, there is a crash in the performance analysis, I added the project above if you don't mind if you don't mind, am I doing something wrong, thank you for your attention. Good evening
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Hello My Suggestions:
"Mesut Turan":i8q1358e" said:
I did my first retrofit project with the ideCAD program, I tried hard to provide the data, and finally it was provided in this form. Could you please check the data? Good work ... Best regards...[/quote ] --Correct the errors given in the incorrect column placement in the geometry control, --If possible, do not coat the columns by adding sheathing, solve them by adding curtains, there are problems in manufacturing in the junction area of the column jacketing, --Do not reduce the size of the reinforcement curtains when going up, let them be the same size from the bottom to the top floor -If there is no foundation under the additional reinforcement curtains, make a foundation.
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Hello
"SNLYAPI":7d6l2ide" said:
good day, now it is desired to add 2 floors to the single-storey project, which was built with ide static in 2012. We entered the project of the existing building, took the cores and analyzed it according to the new regulation. There is no problem in the project, it saves the 2018 regulation, but the performance I don't think I made a wrong entry. Should we do the performance analysis with the 3 floors entered or the existing floor with a single floor. I would appreciate your help, have a nice day everyone...
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You do not need to perform performance analysis as there is no fault in the addition of floors.Compare the results with the reinforcements of the single-storey building.If the reinforcements do not provide/pass the reinforcements of the single-storey building, then you enter the reinforcements of the existing floor below and perform performance analysis (including the upper floors). Unver ÖZCAN
 
As of 09/07/2019 today, v10.12 version has been released in beta group. When our users who are in urgent need of the program send their e-mail addresses to Hakan Şahin from the Bursa office, the download link will be sent to them regardless of whether they are beta users or not.
 
hi.. it does performance analysis in version 10.09 but it doesn't report.. or is there something I need to adjust? gari looking at it :D
 
Hello. ]As of 09/07/2019 today, v10.12 version has been released in beta group. When our users who are in urgent need of the program send their e-mail addresses to Hakan Şahin from the Bursa office, the download link will be sent to them regardless of whether they are beta users or not.[/quote]
 
We need to perform performance analysis for BYS=4. We cannot do non-linear performance analysis, I think, will it be possible to do it with idecad or is it possible?
 
As of today, 22/07/2019, v10.13 version has been released in beta group. When our users who are in urgent need of the program send their e-mail addresses to Hakan Şahin from the Bursa office, the download link will be sent to them regardless of whether they are beta users or not. Linear Performance Analysis with ideCAD v10 (v10.13):
 
Performance Analysis Hello, I couldn't understand why I couldn't get out of the collapse situation in the performance analysis report of my attached project. I will be glad if you help.
 
Re: Performance Analysis In the project, the carriers that meet the curtain condition are entered as columns. In performance analysis, there are separate conditions for walls and columns. Enter these columns as curtains.
 
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