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  • Users: evie
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  1. evie

    AASHTO LRFD (LL+IM on piles) bridge design

    Using the AASHTO LRFD code (3.6.2.1), I understand that the load used to design piles at end bents, which are entirely below ground, would not have the dynamic load allowance (IM) included with the truck live load calculations. As for an interior bent, where piles are partially above ground, I...
  2. evie

    LRFD Dynamic Load Allowance on piles

    Using the AASHTO LRFD code (3.6.2.1), I understand that the load used to design piles at end bents, which are entirely below ground, would not have the dynamic load allowance (IM) included with the truck live load calculations. As for an interior bent, where piles are partially above ground, I...

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