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  1. lgstructural

    Excavating around exisitng piers

    I am trying to develop pier modification requirements for several exisitng bridges in a floodplain/floodway. I was initially looking at simply replacing the passive pressure lost after excavation. Some of the bridge owners may not allow any "modifications" to the piers, and want to know at what...
  2. lgstructural

    Wind Loads on Cable-stay bridge

    Does anyone know of a good reference for determining wind loads on a cable-stay bridge?

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