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Recent content by BecksterFEA

  1. BecksterFEA

    Equivalent Stiffness of Cross Frames

    Has anyone looked at the equivalent stiffness of cross frames when modeling a single girder line? Need to do a buckling analysis to look at a super deep web plate at a rigid frame pier and system LTB is controlling given that I have not provided any lateral brace points. Full lateral fixity is...

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