Connection of Simple-Span Precast Concrete Girders for Continuity (2004) / Chapter Skim
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It was concluded that the maximum positive moment in a span was virtually the same whether it was designed as a simple span or as a continuous span with both live-load and restraint moments. However, these conclusions were not universally accepted.
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Figure 2. Bent-strand positive moment connection.
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. The proposed changes to the AASHTO LRFD Specifications and Design Examples (Task 6)
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