Performance analysis seismic free loading

[aykt46]

I want to make earthquake-free loading for the elements whose reinforcement we do not know before the performance analysis. Do I need to get the Sd1 and Sds values zero? Or do I have to manually reset all earthquake effects?

 

[Levent Özpak]

Hello, If you select TBDY 2007 in the analysis settings and enter the Building Importance Coefficient as zero, you will make a section calculation according to the load combinations consisting of only vertical loads. Good work

 

[aykt46]

Thank you very much, Mr. Levent, but when I do it that way, the beam reinforcements and column reinforcements that I don't know are too much according to the data at hand, I wondered if I was making a mistake.

 

[unver]

Hello

thank you very much Mr. Levent, but when I do it that way, the beam and column reinforcements that I don't know are too much compared to the data at hand. It is not clear what has been done. It is necessary to determine the current situation. If the current situation at the place you call the data in hand is, you should enter these data and make a performance calculation after fixing the reinforcement on the columns, walls and beams (DS).

 

[aykt46]

I enter my existing column, beam and curtain reinforcements. I also do hardware fixing. I thought about the situation you mentioned, but I was undecided, but when I heard from you, I was sure, thank you very much, Unver.