About the author  ⁄ Donald A. Bender, P.E.

Donald A. Bender, P.E., Director, Composite Materials & Engineering Center, and Weyerhaeuser Professor, Civil and Environmental Engineering, Washington State University, Pullman, WA. Donald may be reached at bender@wsu.edu.

Safety of exterior elevated decks, balconies and porches continues to be an important national issue. Section 1604.8.3 of the 2009 International Building Code (IBC) states that decks shall be anchored to the primary structure and designed for both vertical and lateral loads. The focus of this article is to address knowledge gaps on the performance of decks subjected to lateral loading.

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The safety of exterior elevated decks, balconies and porches is an important national issue due to numerous documented structural collapses that have resulted in serious injuries and, in some cases, deaths (Shutt 2011; Legacy Services 2010). The problem is not confined to residential construction, as decks are also popular in commercial structures. Due to larger occupancies, the stakes are even higher in commercial construction as evidenced by deck collapses in Polson, MT casino with 52 injured in 2004 and a Miami, FL sports bar with 24 injured in 2013. Engineered design has been hampered by knowledge gaps on structural loads – especially lateral loads. This information is vital for registered design professionals to create safe and efficient engineered designs for decks, porches and balconies.

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STRUCTURE magazine