Transfer, Development, and Splice Length for Strand/Reinforcement in High-Strength Concrete

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Transportation Research Board, National Research Council, 2008 - Architecture - 122 pages
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"This report documents research performed to develop recommended revisions to the AASHTO LRFD Bridge Design Specifications to extend the applicability of the transfer, development, and splice length provisions for prestressed and non-prestressed concrete members to concrete strengths greater than 10 ksi. The report details the research performed and includes recommended revisions to the AASHTO LRFD Bridge Design Specifications. The material in this report will be of immediate interest to bridge designers."--Foreword.

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Contents

Summary
1
Chapter 3 Experimental Program and Results
26
Chapter 4 Design Recommendations
110
Copyright

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