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  1. Chersive

    Concrete Pile Cap Design for Mooring Bollard

    I am working on a design for a mooring bollard for a vessel. I know the load and I know the piles needed to resist this lateral load. The last piece I am missing is a reference for designing the cap to resist a 50 ton lateral force and how to transfer this eccentric shear load to the piles. Any...

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