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  1. kimwakes

    Volume change restraint forces at precast shear walls in Garage

    Any tips on accomodating volume change at connx between precast double tee flange and precast shearwall (parallel to tee stems) while still transfering diaphragm shear to the wall? The colinear shearwalls in this 6 level parking facility are 120 ft apart...and, due to creep, shrinkage and...

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