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  • Users: jdahnke
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  1. jdahnke

    Lateral Capacities of Steel H-Piles

    I am trying to design a pile bent for a large prefabricated steel truss bridge. This bridge has a rather large (on the order of 55k) lateral wind load. This wind load is causing excessive stresses in my H-piles based on my calculations. The piles are oriented with the strong axis parallel to...

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