Oct 26, 2011 #1 hockeychic25 Structural Joined Apr 13, 2004 Messages 3 Location US I have a 3'-6" slab where drawings are unclear as to the bottom reinforcing in one direction. Does anyone have the minimum reinforcing requirements from ACI318-56 and could they forward me the page that shows this?
I have a 3'-6" slab where drawings are unclear as to the bottom reinforcing in one direction. Does anyone have the minimum reinforcing requirements from ACI318-56 and could they forward me the page that shows this?
Oct 31, 2011 #2 RUS777 Structural Joined Sep 23, 2011 Messages 15 Location US Min reinforcement ratio should be 0.0018 I believe for temp and shrinkage purposes. Upvote 0 Downvote