top of page

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.

 

 

Please click on the images below to view the PDF's

Note:

While great efforts have been taken to provide accurate and complete information on the pages of CPEP, please be aware that the information contained herewith is considered a work‐in‐ progress for this thesis project. Modifications and changes related to the original building designs and construction methodologies for this senior thesis project are solely the interpretation of Justin Krishart. Changes and discrepancies in no way imply that the original design contained errors or was flawed. Differing assumptions, code references, requirements, and methodologies have been incorporated into this thesis project; therefore, investigation results may vary from the original design.

This page was last updated on May 25, 2016 by Justin M. Krishart and is hosted by the AE Department © 2015. Proudly created with Wix.com

bottom of page