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Recent content by GWWilliam

  1. GWWilliam

    Arch Rib Analysis

    I have done this type of analysis many years ago. Do you have ties or struts? How many are they in the 26 m span? what is their cross-section? The cross section of the ties should be relatively small compared to the arch rib. So, you may assume that they hinged despite the fact they are...
  2. GWWilliam

    Steel Straddle bent Cap

    Does anyone aware of an example or guidelines/reference for design and detailing a steel straddle bent cap. I know it is a design od a simple beam, but yet if there is a reference for design and detailing, it would be more helpful. Thank you.
  3. GWWilliam

    History and Basis of AASHTO Loadings

    The following 2 paper give a nice summary of the AASHTO Truck history and an update about the suggested live load trucks. Enhancement of bridge live loads based on West Virginia weigh-in-motion data Journal Bridge Structures - Assessment, Design & Construction Publisher IOS Press ISSN...

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