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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...- BecksterFEA
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- Forum: Finite Element Analysis (FEA) engineering
