Elevator Curtain Reinforcement Stacking and Column Expansion

sara

New Member
Mr. In the project that I have drawn, I have a problem of reinforcement accumulation in the corners of the elevator curtain and when I create a column application drawing, the basement floor drawings are wrong, I could not fix it. Could you help me if I have any other mistakes, if you can advise me, I would appreciate it in advance. I shared the project link
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"sara":2scl1pax" said:
Mrb., in the project I have drawn, I have a problem of reinforcement piling up on the corners of the elevator curtain
Short curtains seem to have difficulties, increase their size or change the design (For example, P27-P28 curtains are modeled on C and G axes and not , short pitch formation may be prevented.) Additionally, you can define these pitches that do not provide 1/6 ratio as short title pitch
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"sara":2scl1pax" said:
--- when I create a column application drawing, the basement floor drawings are wrong, I couldn't fix it, can you help me? I would appreciate any advice, thanks in advance. I shared the project link
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If you define the connection points of the elevator curtains in the basement as they are on the ground floor, the column Head reinforcement drawings will be formed correctly in the application plan. Model the raft foundation as flat without the hoistway.
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Levent, I did what you said, I designed the curtain as a headboard, I enlarged it as much as the architectural possibilities allowed, but this time there is a cutting safety problem on those curtains and I can't fix the error. thanks in advance
 
"sara":1raw6cii" said:
Levent, I did what you said, I designed the curtain as a headboard, I enlarged it as much as the architectural possibilities allowed, but this time there is a cutting safety problem on those curtains and I can't fix the error, what is your advice. Thanks in advance
review the safety report. <Vemax ise; Perde grubu Betonarme diyaloğunda büyük etriye çapları seçerek ve/veya daha yüksek dayanımlı beton kullanarak çözüme ulaşabilirsiniz.
-Ve> On the other hand, Vemax wall dimensions can be enlarged, higher-strength concrete can be used, and options to reduce the shear force of the wall design can be evaluated with the changes to be made in the carrier system.
 
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