About the author  ⁄ Edwin T. Huston, P.E., S.E.

Edwin T. Huston, P.E., S.E., is a Principal with the structural engineering firm of Smith & Huston Inc. in Seattle, WA. He has received numerous awards for his work and is a Past President of NCSEA.

Most designers who engineer reinforced masonry know that code provisions for lap splice lengths have been evolving over the past few code editions. A newer confinement-steel option is available that has the potential to significantly reduce the lap splice lengths, especially for larger diameter bars, through confinement of the structural reinforcement.

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This article is provided by Ed Huston as the 2011 recipient of The Masonry Society’s Haller Award. Named for Professor Paul Haller, the Haller Award recognizes an individual engineer or engineering firm that has enhanced the knowledge of masonry in practice. Ed has an extensive background in masonry design, research, and teaching that has resulted in advancements in masonry design practice and code development.

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