LarryAndrews314
Structural
- Apr 29, 2013
- 10
This is a picture of a large parking structure being built on the site next to the one I'm on right now. It has me puzzled because it's a concrete deck over a tunnel(about an 18' span) and it has the concrete beams on the topside of what I reckon is an 8"-12"" deck! The two downsides to this I can think of is you lose the continuous bracing along the top of the beam and more importantly ductile failure. My question is do concrete beams do something similar to compression flange buckling and is ductile failure lost in this set up? I'm having real difficulties coming up with any positives besides aesthetic. I could see it being a little easier to place rebar and form if you're ok with a CJ between the beam and deck.
P.S. A review of the photo make's me curious about how much that longitudinal beam is doing. Is it beneficial bracing than it's detrimental pointloading of the span?
P.S. A review of the photo make's me curious about how much that longitudinal beam is doing. Is it beneficial bracing than it's detrimental pointloading of the span?