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In brick, stone, and masonry veneer building construction, the tendency of concrete and masonry to expand and contract at different rates can lead to stress cracking, deflection, lateral displacement, and stress-induced weeping of the veneer. Movement control is achieved through the use of horizontal and vertical expansion joints, shelf angles, and adjustable veneer anchors to balance these tendencies. This article explores the design, placement, and performance of these systems. It also discusses the sizing format of shelf angles, constructability with interfacing components, and accommodating structural tolerances.