Concrete masonry is a popular construction material because its inherent attributes satisfy the diverse needs of both interior walls and exterior envelopes over a wide array of applications. While these attributes are the primary basis for concrete masonry’s popularity, performance should not be taken for granted. Cracks in building assemblies and building materials may result from restrained movement originating within the material, as with volume changes due to moisture loss or gain, or from temperature expansion or contraction. Cracking may also be caused by movements of adjacent or supporting elements or systems, such as deflection of beams or settlement of foundations. In many cases, movement is inevitable and must be accommodated or controlled, which requires an understanding of the sources of stress that cause cracking. While would be a simple matter to prevent cracking if there were only one cause or variable, in reality crack mitigation requires identifying and addressing a combination of potential sources.This Tech Note reviews the common causes of cracking, from both internal and external sources, in concrete masonry construction and presents proven strategies and detailing approaches to mitigate and control shrinkage-induced cracks. The Solutions Summary section of this Tech Note provides a summary overview of these recommendations, with more detailed explanation, construction details, and background provided in the subsequent discussion.