Polygon column or group curtain design

K

KENAN34

New Member
HELLO THERE; When I do group curtain modeling, how should I model the curtain ends in the modeling that I have presented in the appendix. In addition, a high rate of reinforcement accumulation occurs in the basement floor group curtains. I would be very grateful if you could help with the issue.
 
Re: POLYGON COLUMN OR GROUP CURTAIN DESIGN Hello, mark the curtains that are connected to the curtain group and do not provide the 1/6 ratio as short head curtains.
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-Your project has a rigid top floor. If you select the "bi-load state calculation method" in the Analysis Settings, the rebar build-up in the wall cap areas will be reduced.
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-For the solution of shear safety problems on the ground and 1st floor curtain wall shears in the curtain group reinforced concrete dialog, by increasing the stirrup diameter and You can reduce your range. Good work
 
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