Apr 1, 2010 #1 hamjohn Structural Joined Apr 1, 2010 Messages 40 Location US Does ACI have any recommendations on pouriing infill concrete wall after beams and columns are in place. Concern is will shrinkage of concrete induce unwanted stresses resulted from dowels extended out from the beams and columns on all 4 sides.
Does ACI have any recommendations on pouriing infill concrete wall after beams and columns are in place. Concern is will shrinkage of concrete induce unwanted stresses resulted from dowels extended out from the beams and columns on all 4 sides.
Apr 2, 2010 #2 Ron Structural Joined Sep 24, 1999 Messages 16,336 Location US Not usually a big deal. Stress in concrete will relieve when cracks occur. Stress in rebar due to shrinkage is usually small. Upvote 0 Downvote
Not usually a big deal. Stress in concrete will relieve when cracks occur. Stress in rebar due to shrinkage is usually small.