Document Type

Report

Abstract

Infrastructure design and construction in rural Alaska creates challenging hurdles that must be discussed early in the design phase for a project. As is the case for this project, a preliminary structural design of a steel and structural-insulated-panel framed airplane hangar was completed to determine which would be more applicable for rural Alaskan villages. With a chosen location of Kotzebue, Alaska, both structures resulted in adequate designs according to the governing provisions (AISC360-16 and NDS 2015 for the steel and wood framed systems, respectively). A subsequent reliability analysis evaluated different limit states used during the design of both structures and the results were compared to the minimum target beta-value of 2.500. The result of this analysis revealed a minimum beta-value of 2.703 for the entire steel structure and a minimum beta-value of 1.064 for the structural-insulated-panel structure. Additionally, recommendations are made about further evaluating both options utilizing a thorough cost estimate that considers the life-span of the structure.

Publication Date

5-1-2018

Handle

http://hdl.handle.net/11122/12514

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