329 Innovation Boulevard| State College, PA
Jeremy R. Powis
Structural Option
| SENIOR THESIS MAIN | PSU MAIN | AE HOMEPAGE | AE COMP. LABS | CONTACT JEREMY |
| BUILDING STATISTICS |
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 Jeremy R. Powis. 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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Thesis Proposal
I have proposed an addition to the existing plans of 329. The addition consists of a vertical expansion of two floors. A full structural system redesign must take place to ensure that the chosen system can withstand the new loads. Previous findings have led me to believe that a joist/joist girder system may be more proficient, so a more in-depth analysis will be done to conclude which is best. The upsides of the joist/joist girder may not trump the benefits of simply modifying the existing plans, and therefore, the modification of the existing plans will also be considered.
Breadth Topics
Architecture:
As mentioned before, the architecture of 329 fits into the style of all buildings located in Innovation Park. An in-depth look at the façade will be done to provide 329 with materials that are energy efficient, as well as provide an analysis of the moisture, thermal, and structural performance. The intent is to provide 329 with a highly efficient façade, and to stay within the mold that has been established by the previous architectural works of Innovation Park.
Mechanical:
Due to the proposed expansion of 329 Innovation Boulevard, the mechanical load will be, more than likely, greatly affected. The mechanical systems must be redesigned to be able to handle the increased load. The redesign will include resizing all necessary mechanical equipment, as well as, placing the ductwork in the new floors. A full mechanical system redesign analysis will be provided.
View My Proposal Here:
| SENIOR THESIS MAIN | PSU MAIN | AE HOMEPAGE | AE COMP. LABS | CONTACT JEREMY |