| 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 Christopher Ankeny. 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. |
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Proposal:
The proposal reflects on the three completed technical assignment to determine a major structural change that could be further investigated. It was decided to design a new concrete structure and compare it to the existing composite structure. The floor systems being considered are a concrete flat slab with drop panels and a concrete flat plate with stud rails. Inherent moment frames will be utilized as the lateral system, and shear walls will be added if necessary.Breadth topics of construction management and architecture will also be completed.
Breadth 1: The cost and schedule of the existing composite system will be compared with the cost and schedule of the newly designed concrete system. RS Means will be utilized in order to obtain cost data. These systems will then be compared and any advantages or disadvantages will affect the final conclusions.
Breadth 2: Due to the change in material, some layout changes to the column locations are expected. It has been decided to allow these changes in order to optimize the new system, but these changes will be addressed with new floor layouts. The effect on the facade due to switching materials will also be explored.
To see the executive summary and breadth topics, click HERE.
To see the executive summary and full report, click HERE.
To see the revised executive summary and full report, as of 1/16/08, click HERE.
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