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Bridge Design Manual - LRFD (LRF)

Bridge Design Manual - LRFD (LRF)

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Supplement Table 3.4.1-1 with the following: Supplement Table 3.4.1-2 with the following: All load effects during an assumed fracture event due to both per-manent and assumed transient loads shall be amplified by a factor of 1.20 to simulate the dynamic effects of a fracture on …

  Bridge, Design, Table, Bridge design

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