Fairfield Inn & Suites

Pittsburgh, PA

 
 
   

 

THESIS PROPOSAL

 

Structural Depth

This thesis proposal outlines the steps that will be takin in order to optimize the existing structural system for the Fairfield Inn and Suites. For the structural depth, the framing system will be redesigned using steel framing memeber. The hollow core plank floor system will remain and connect into the steel frame by sitting on composite steel beams. With a steel frame around the exterior perimeter, the exterior shear walls will be eliminated and the lateral system will be comprised of the interior shear walls. The proposal will give a complete preliminary breakdown of the tasks that will be performed in order to analyze the alternative design.

 

To view an updated PDF version of the Executive Summary, please click here.

To view an updated PDF version of the Thesis Proposal, please click here. (1/11/10)

To view a PDF version of the Executive Summary, please click here. (12/11/09)

To view a full PDF version of the Thesis Proposal, please click here. (12/11/09)

 

Breadth Study I: Architectural Investigation

In the original design concepts, the the structural system of the building is concrete masonry. With the introduction of the steel framing, the steel could have an effect on the current layout of the building. The steel frame also eliminates the use of exterior shear walls, which could allow the building to have a curtain wall system. The curtain wall would accentuate the building facade and allow more light into the guest rooms and the open 18' lobby space. Research will be done to determine the archtectural impact these changes could have on the building compared to its surroundings, and heat loss calculations will be provided. Conclusions will be drawn as to which system is most efficient for the Faifield Inn and Suites.

Breath Study II: Construction Management

Implementing the steel framing system will impact two issues regarding the construction of the project. The project cost and construction schedule will be altered due to the use of steel. For this reason a construction schedule will be provided for the existing structural system as well as the proposed structural design. Conclusions will then be drawn based on the viability of the new structural system with respect to cost and time efficient construction.

 

To view a PDF version of the Breadth Topics, please click here. (12/11/09)

To view an updated PDF version of the Breadth Topics, please click here. (1/11/10)

 

 

 

 

 


 

 


 

This page was last updated on December 11, 2009 by Amanda Smith and is hosted by the AE Department ©2010

User 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 Amanda Smith. 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.