Conclusions
The goal of this thesis project was to analyze the complexities and inefficiencies of an existing dual structural system, design an optimized version of the structure assuming a single initial design, and apply this structural solution to the benefit of the building as a whole.
The original structural system as designed was a steel framed tower connected to a 3-story existing concrete structure. The unforeseen loadings on an irregular column grid not intended for such use created major efficiency problems. Because the layout of the steel superstructure depended on that of the existing concrete structure, it could not be optimized for prime structural efficiency.
The redesigned structural system considers possible solutions for the same building in the case that the present design been envisioned from the start. My results demonstrate that there can be vast improvements in both cost and design options when it is possible to consider the entire scope of a project initially, and all aspects of the design as they affect each other.
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