Precast Wall-Beam/Slab Connection

[Noscireee]

Hi! I would like to raise a question regarding precast wall-to-beam/slab connections.

In general, is the connection presented in the attachment enough for the wall to be securely placed in the beam/slab, for as long as the development length is taken into consideration?

https://files.engineering.com/getfi...-9419-2655799e6f57&file=Connection_Detail.PNG

Thanks to those who will reply

 

[HTURKAK]

Apparently, cast in place corbel and slabs is supported on PC wall planks.. Will you post more details to get the full picture ?
I would not prefer the use of precast wall elements for LRS ..







Tim was so learned that he could name a
horse in nine languages: so ignorant that he bought a cow to ride on.
(BENJAMIN FRANKLIN )

 

[JStructsteel]

its basically a corbel design. a bit more reinforcing is needed, but the jist is a tension bar to take the load. So if developed, it works.
Check PCI handbook, they have a design details and example calc.