About the author  ⁄ Thomas Langill, Ph.D.

Thomas J. Langill is a Technical Director of the American Galvanizers Association. (tlangill@galvanizeit.org)

Reliable connections in structural steel assemblies must accompany superior corrosion protection. Hot-dip galvanized (HDG) coatings produce maintenance-free corrosion protection for many years. The structural connections must provide equivalent corrosion protection as well as structural integrity to ensure maintenance-free performance. A solid structural connection is ensured by providing corrosion protection for the bolt and nut connection and providing clearance for the HDG coating special treatment of the nut. A critical factor in structural connections is the slip factor for the faying surfaces. This article discusses recent changes made by AASHTO to the design parameters for HDG faying surfaces and the increased clearance holes for connections using bolts with a diameter above 1 inch.

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Some lessons are not learned until after events occur. This was the case with the San Francisco-Oakland Bay Bridge (SFOBB) or Bay Bridge. This bridge, which carries more than 240,000 vehicles per day along Interstate 80, connects the peninsula of San Francisco with the city of Oakland and eastern side of the San Francisco Bay. Initial reports suggested hot-dip galvanizing embrittled the bolts causing a failure. After more research, it was determined the embrittlement was not from the galvanizing but was a much more complex issue.

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STRUCTURE magazine