@RPGs even if the deck to steel beam attachment is sufficient to handle the shear, there is still nothing to transfer the shear through the slab to the steel beam as the deck and slab are not composite.
@KootK yes, that is precisely what I mean. Yes, I think your detail works great but...
I have a small retail/residential project where I planned to use bar joists spaced roughly 2 o/c with non composite decking that would then attach to wide flange steel beam girders. The steel beams have a wood framed demising shear wall above them. I am trying to figure out the best way to...
