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Can Shear wall be supported on pinned connected transfer beam?

 
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Rohit_Kumar
SEFI Member
SEFI Member


Joined: 14 Nov 2017
Posts: 1

PostPosted: Thu Aug 09, 2018 12:54 pm    Post subject: Can Shear wall be supported on pinned connected transfer beam? Reply with quote

Dear Sefians,

I am designing a 12 storey residential tower located in seismic zone 2.
IT is having Precast shear walls at the superstructure which is connected by floor diaphragm. The ground floor is having parking so we have to use frame structure for Stilt & the basement. There are enough shear walls going down in the basement to comply stiffness clause as per IS 1893:2016 (80%).
In order to speed up construction, client want to have pinned connection transfer beam
1. Can we provide pinned connection to transfer beams?
2. How to design these transfer beams and walls coming above? As etabs is showing huge reinforcement in walls just above transfer beam.
3. Can we design it as a deep beam or simply walls standing on transfer beam for these two elevations attached.
Please suggest.

For reference i am attaching building elevations.


Thanks & Regards,

Rohit



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