Are group curtains chosen as a single group in the basement?

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serdagi

New Member
Hello, in a multi-storey curtained building, should we consider the curtains that do not continue to the upper floors (in the basement) between the curtains that continue to the upper floors and define them as a single "Curtain Group". I wish everyone good work.
 
Re: Curtain Group Hello My suggestions; --Make a group of adjacent curtains that go down from the top floor. --Do not decrease the number of curtains in the group curtains as you go to the upper floors, for savings.
 
Re: Curtain Group
"serdagi":33cluvuj" said:
Hello, in a multi-storey building with curtains, we consider the curtains that do not continue to the upper floors (in the basement) together and find a single " Should we define it as "Curtain Group". I wish everyone good work.
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Hello, If there is a curtain group part that continues to the upper floors in the part that does not continue to the upper floors, you should introduce that part as a curtain group. You don't need to define.
 
Re: Are the group curtains in the basement floor selected as a single group Thank you for your answers Mr. Ünver and Mr. Berat. I made some edits in my project according to your answers. However, I cannot correct the errors, especially in the sections. I am attaching the project to my message. I would be glad if anyone can review and guide me. * I was able to send it via wetransfer because the file size is large.
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Re: Are the group curtains in the basement floor selected as a single group Hello, First of all, your account order is İsmail bey
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link. as follows; 1. According to step 4.3.6.2 Single stage calculation and rigid diaphragm solution At this stage, have the rules that are not provided according to the earthquake code given to you by the program. Don't optimize for the basement. Don't optimize for the foundation. 2nd Stage Two-stage calculation and rigid diaphragm solution according to Articles 4.8.5.1, 4.8.5.2, 4.8.5.3 At this stage, make the optimizations about the basement floors. Also do basic optimizations. 3. According to step 4.3.6.2 Single stage calculation and semi-rigid diaphragm solution At this stage, make the optimizations for floors and beams on the upper floors. 4th Stage Two-stage calculation and semi-rigid diaphragm solution according to Articles 4.8.5.1, 4.8.5.2, 4.8.5.3 At this stage, make the optimizations for the basement floors and basement beams. Since your building's building importance factor is 1.5 after applying these, your building does not recover from situations such as shear shear and column-beam shear safety. Due to the architecture of your building, the curtain placement is not sufficient to meet this shear force. You can place the curtain parts of your building in a more symmetrical and centered way by talking to the architect instead of the side curtains and asymmetrical layout. Since I = 1.5, when BKS = 1, unfortunately, there is no other condition other than solving the structure with high ductility. In the current situation, it would be beneficial to change our static design instead of increasing the cross-sections. I wish you good work
 
Re: Are the group curtains in the basement floor selected as a single group Hello, thank you very much for the answers.
 
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