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Pages 4-5

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From page 4...
... 4 1.1 Overview To study the minimum flexural reinforcement requirements for concrete flexural members, analytical and experimental programs were used in National Corporative Highway Research Program (NCHRP) Project 12–94.
From page 5...
... 5 As a result of this study, a reliability-based approach for quantifying minimum reinforcement was proposed, and the suggested changes were adopted in Section 5.7.3.3.2 of the AASHTO LRFD Bridge Design Specifications, 6th edition (2012) , which defined minimum reinforcement differently for concrete members, prestressed girders, and segmentally constructed beams.

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