DHHdad33
Structural
- Apr 13, 2007
- 4
I have a project where I am trying to load rate a floor system in a late 1960's to early 1970's building. No existing drawings are available. The floor system is comprised of metal deck with concrete topping on steel beams. The metal deck appears to be a form of composite deck that I am unaware of. Instead of achieving composite action through deformations in the metal deck, the metal deck is smooth but has steel wires (~3/16" dia.) welded to the top of the deck flutes at about 8" OC, perpendicular to the flutes. Has anyone seen this type of composite deck before and is there any design information available on it?