madcowscarnival
Civil/Environmental
- Sep 19, 2013
- 25
I'm looking for design references for the following situation:
Client needs to maximize height below a suspended slab in a residential garage. Is it possible to support the slab on the bottom flange of the beam? The beam would be the same depth as the slab and decking, and would be exposed at the surface. Quickly, it is a 12"x35# beam, 20' span, 4" FSD, 8" slab above, 11' spacing between beams. The beam is over-sized, but something the client has on hand (or available). I have found plenty of references for supporting a beam on the lower flange of a girder, but that would not be the situation here. I skimmed through a thesis on deflection of the outer edge of the flange, but that scenario would not apply here either. Any suggestions appreciated.
Client needs to maximize height below a suspended slab in a residential garage. Is it possible to support the slab on the bottom flange of the beam? The beam would be the same depth as the slab and decking, and would be exposed at the surface. Quickly, it is a 12"x35# beam, 20' span, 4" FSD, 8" slab above, 11' spacing between beams. The beam is over-sized, but something the client has on hand (or available). I have found plenty of references for supporting a beam on the lower flange of a girder, but that would not be the situation here. I skimmed through a thesis on deflection of the outer edge of the flange, but that scenario would not apply here either. Any suggestions appreciated.