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Dr. David Darwin, Ph.D., P.E., F.SEI, Dist.M.ASCE

University of Kansas

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RE: Concrete T-Joints- Dowel Orientation

Posted By David Darwin 05-15-2017 09:36 AM
Found In Egroup: Integrated Buildings & Structures \ view thread
Look at the work described by I. H. E. Nilsson and A. Losberg, "Reinforced Concrete Corners and Joints Subjected to Bending Moment," J. Struct. Div., ASCE, Vol. 102, No. ST6, 1976, pp. 1229–1254. It shows that hooked bars turned inward provide much higher moment capacity than hooked bars turned outward. ...