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Kuchma, Daniel A. Nagle, Thomas J. 2015-09-25T21:04:27Z 2015-09-25T21:04:27Z 10000-01-01 2007 2007 It was also determined that the requirement for longitudinal tension reinforcement near the support included in the 4th edition of the AASHTO LRFD Bridge Design Specifications may underestimate the demand on longitudinal tension reinforcement. Alternatively an equilibrium based approach is presented for determining demand on longitudinal tension reinforcement near the support. Made available in DSpace on 2015-09-25T21:04:27Z (GMT). No. of bitstreams: 3 license.txt: 4848 bytes, checksum: 96035ab3f5e1c23cc7138a224ce498bd (MD5) 3290465.pdf: 5362198 bytes, checksum: 8339235cfdade50039918cc7ae23438c (MD5) 3290465.zip: 35909192 bytes, checksum: 4c488813ba1e2257222a6c3001ec4440 (MD5) Previous issue date: 2007 Embargo set by: Seth Robbins for item 84634 Lift date: Forever Reason: Restricted to the U of I community idenfinitely during batch ingest of legacy ETDs Restricted to the U of I community idenfinitely during batch ingest of legacy ETDs U of I Only 202 p. Thesis (Ph.D.)--University of Illinois at Urbana-Champaign, 2007. http://hdl.handle.net/2142/83353 (MiAaPQ)AAI3290465 eng Engineering, Civil Nontraditional Limitations on the Shear Capacity of Prestressed Concrete Girders text Civil Engineering Civil Engineering University of Illinois at Urbana-Champaign Dissertation Ph.D.