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  • Users: jdilla87
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  1. jdilla87

    Tie Rod Connection at Crown of Adjacent Box Beams

    Hello all, I am designing an adjacent box beam bridge and am wondering what would be a good way to connect the transverse tie rods at the crown of the road, which slopes 2% in each direction. As this is a wide bridge (100' roadway) we cannot just slope the deck on top of level beams because...
  2. jdilla87

    SIMON error

    I am working on a steel girder design using SIMON. I have a girder that works, however SIMON will not complete the analysis of the stiffeners and bearings. The program says starting stiffener design, then says "Bad Utype: Abnormal program termination: Device not available." Does anyone know...

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