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  • Users: Cadet2000
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  1. Cadet2000

    Eccentric Shear Splice

    When splicing webs of girders, using double splice plates and slip-critical bolt design, what effect does offset of webs have on the design? How much offset of webs can be accomodated by fill plate? Say if web thicknesses are 3/8", can there be 1" offset to be filled with fill plates?

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