Review Category : Articles

Starting in 2008, members of the project team, along with others, performed tests to show that the American Concrete Institute (ACI) 318-11 Appendix D concrete shear capacities for steel anchor bolts with small edge distances connected to wood sill plates were extremely low compared to actual tested values.

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The Timber Tower Research Project by Skidmore, Owings & Merrill, LLP (SOM) was publically released in June of 2013, and is available for download at SOM’s website. The goal of the research project was to develop a structural system for tall buildings that uses mass timber as the main structural material and minimizes the embodied carbon footprint of the building.

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Steel fabricators have been using three dimensional models to detail structural steel for many years now. In many modern shops, all information required for the fabrication of a project is included in the detailed model, including dimensional information, material grades, piece marks and specification of welds.

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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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Over the past few decades, significant advances have been made in the areas of earthquake engineering and seismic design. A growing database of strong motion records, refined ground motion attenuation relationships, and probabilistic seismic hazard methodologies have led to an improved design basis for seismic events.

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