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With the advent of the 2010 Aluminum Association's Specification for Aluminum Structures, structural engineers will be required to design using new stability provisions. Second-order effects, including P-Δ and P-δ moments, will need to be directly accounted for in the analysis. Factors known to accentuate these effects, such as geometric imperfections and member inelasticity, will also need to be considered. This paper provides an overview of these provisions and describes a study that investigated their effectiveness.
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