Do you design steel structures in high-seismic applications (R>3)? Do you use Special or Intermediate Moment Frame Systems (SMF or IMF)? If the answer to these questions is yes, this article provides an overview of existing and new moment connection options that may help you on your next project.

For building owners and managers, one of the biggest issues is a damp or moldy basement area resulting from water intrusion through cracked concrete slabs and foundation walls. This is evidenced by the fact that structural engineers are often asked by architects and building owners about the cost to design crack-free concrete structures. Those with experience in concrete repair have found that structural and concrete mix designs must be coupled with exceptional field curing and placement practices to achieve "crack-free" or "watertight" concrete. 
The City of Cincinnati believes in maintaining the historical integrity of the city throughout new construction projects. The downtown Cincinnati business district contains structures constructed of natural quarried stone, which engineers try to match as best they can while providing the structural support required in new building projects. A prime example of the city's commitment to context sensitive design is the Riverside Drive Improvement Project that was completed in November 2008. 
There are two sides to every story, and recent structural engineer compensation definitely has a story to tell—with two very different sides. The good news is that salaries are still climbing, although only very slightly over the previous year; the bad news is that increases in salary have slowed significantly.
In fact, overall earnings may be declining when considering decreases in annual bonuses and raises received.

Although tilt-up is well established in the architectural, engineering, and construction (AEC) communities, in many instances professionals are unaware the building method is a type of precast concrete. The American Concrete Institute's Building Code Requirements for Structural Concrete (ACI 318-05) Section 2.2 defines precast as any structural concrete element that is cast in one position and moved to a different, final position. The commentary in Chapter 16 of ACI 318 also names tilt-up concrete as precast. Specifically, tilt-up construction is site-cast precast concrete. However, since the term precast in the AEC industry has a very well-defined connotation, use of the word often takes engineers by surprise. What most engineers and architects would refer to as precast is shop-cast precast concrete. 
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