This is especially significant as more insulation is used between the outer and inner wythes of cavity walls and where wythes of dissimilar materials are anchored together. Allow differential in-plane movement between two masonry wythes connected with ties.There is no specific criteria on connector stiffness, but some authorities suggest that a stiffness of 2,000 lb/in. It is important to reduce the potential for cracking in masonry due to deflection.
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