KootK, I wonder what does the typical elevated slab detail look like. For most of the construction, the wall is poured first and then slab, which will lead to the cold joints below and above the slab, like the detail below right?
Thank you guys for all your responses and research.
Right now, I think the controversial part is whether we need to apply Omega factor to the horizontal shear transfer. I tend to agree with KootK that we should apply Omega since it is a critical connection. Actually it should be the first thing...
Hi, I am reading the design guide ''Seismic Design of Cast-in-Place Concrete Diaphragm, Chords, and Collectors''. In the guide it says ''Where the diaphragm is sandwiched between vertical wall segments, shear friction requirements must be satisfied through monolithic concrete at face of the wall...
