Performance analysis

[tugce]

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I have a performance analysis done because I converted my project into a school, which has no problems with its static project licensed by the municipality as a workplace. May I know why?

 

[Levent Özpak]

https://we.tl/t-6Cl8SjoHcl I have a performance analysis done because I converted my project into a school, which has no problems with its static project licensed from the municipality as a workplace. ] -The logic and evaluation criteria of Performance analysis and General structure analysis are quite different. Since Linear Performance analysis is an approximate method, punitive situations may arise compared to non-linear methods and general structural analysis. Notes about your project: -Reinforcement corrosion multiplier in the Curtain Properties/Performance Analysis tab =0, Insufficient clamping length yield stress multiplier=0.4 is entered. -You have added project version 8 data. In this version, performance analysis is performed according to TBDY 2007. Performance evaluation can be requested according to TBDY 2018. Performance evaluation is made in version 10 according to TBDY 2018. -Reinforcements of existing building elements in your project must be fixed . (When the reinforcements are fixed and general analysis is made by entering I=1.5 and Table 2.7 HYK=0.6 according to Table 2.3 in TBDY 2007 in school projects, reinforcement deficiencies occur in some carrier elements.) Good work.

 

[tugce]

How do we fix the equipment?

 

[Levent Özpak]

How do we fix the reinforcement?

You need to mark the Ds column in the Column, Curtain, Beam Reinforced Concrete dialogs.

 

[sahinsukru]

How do we fix the reinforcement?

If you press the F1 key while the beam reinforced concrete dialog is open, the DS explanation in the help window that opens is the answer to your question.

 

[tugce]

Table 2.7 Where do we enter HYK:0.6 value?

 

[Levent Özpak]

table 2.7 Where do we enter HYK:0.6 value?

You can change it from Floor General Settings dialog/HYK column.

 

[tugce]

-Reinforcement corrosion multiplier=0, Insufficient clamping length yield stress multiplier=0.4 in the Wall Properties/Performance Analysis tab. Do we need to change these values?

 

[Levent Özpak]

-Reinforcement corrosion multiplier=0, Insufficient clamping length yield stress multiplier=0.4 in the Curtain Properties/Performance Analysis tab. Do we need to change these values?

If you are going to evaluate the performance of your building according to the 2007 regulation, I recommend you to review TBDY 2007 Chapter 7 and the document linked below:

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[tugce]

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My project was done according to the old regulation and the license has not expired yet. I got the reinforcement corrosion factor of 4 in the curtains and got a performance analysis report without any problems. Will this value cause any problems?

 

[unver]

My project was done according to the old regulation and the license has not expired yet. I got the reinforcement corrosion factor of 4 on the curtains and got a performance analysis report without any problems. Will this value cause any problems?

Press F1 You can get help by pressing. Corrosion multiplier can be maximum 1. You should use a number of one or less. It reduces the existing reinforcement at a rate that you predict. Unver ÖZCAN