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  1. PrecastJoe3

    Uplift on Cladding due to Seismic Forces

    As we know, for cladding design there is a fastener force factor involved in the design of non-ductile elements. The reasoning I believe is to ensure that the non-ductile elements perform under 3 times a higher seismic load, than the design load.. where as it is not used for ductile elements...

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