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FINAL REPORT

The following report contains the analysis and redesign for Evansdale Crossings. A strucutural overview of the existing design for the building is included at the beginning of the report before the redesign scenario is introduced. For the primary structure redesign, a two-way reinforced slab system with drop panels and edge beams was chosen. The lateral system was redesigned and analyzed with reinforced concrete shear walls.

 

 

Two breadth topic studies were performed along with the structural depth. The first breadth was a cost and schedule comparions of the gravity systems. The second breadth studied the mechanical effects of removing a window where a redesigned shear wall would be located.

 

 

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