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Timothy Bailiff Structural Option Susquehanna Center Expansion ans Renovation Bel Air, MD HOME     BIO BUILDING STATISTICS THESIS ABSTRACT TECHNICAL ASSIGNMENTS THESIS PROPOSAL PRESENTATION FINAL REPORT REFLECTION SENIOR THESIS e-STUDIO

Technical Reports

Technical Report One Posted...

Technical Report One is a report of existing structural conditions of the Susquehanna Center Epansion and Renovation at Harford Community College. This was proformed through a series of analysis checks of varies loads including gravity loads, wind loads, and sesimic loads. In addition, spot checks of an interior and exterior colunm, composite deck, and roof joist were proformed.

Please click here to view report.

Technical Report Two Posted...

The purpose of Technical Report Two is design and analysis three alternative floor systems and the existing floor system and compare them through their Pros and Cons. The comparison was evaluated through a various set of parameters which will be discussed in this report. The following floor systems that were analyzed are listed below.

• Existing two-way slab with beams
• A one-way slab with beams
• A composite deck on a wide flange beam
• hollow-core planks on steel beam

Please click here to view report.

Technical Report Three Posted...

Technical report three is a lateral force resisting system study for the Susquehanna Center.

Please click here to view report.

The Capstone Project Electronic Portfolio (CPEP) is a web‐based project and information center. It contains material produced for a year‐long Senior Thesis class. Its purpose, in addition to providing central storage of individual assignments, is to foster communication and collaboration between student, faculty consultant, course instructors, and industry consultants. This website is dedicated to the research and analysis conducted via guidelines provided by the Department of Architectural Engineering. For an explanation of this capstone design course and its requirements click here.

“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‐inprogress 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 Tim Bailiff. 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.”