“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 Nicole Lucas. 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.”

Technical Assignment 1

Executive Summary:

This report goes into an intensive exploration of the current structural system for the new patient tower addition of Franklin Square Hospital.  Basic information on the complete structural system of the building is outlined at the beginning of the report.  Gravity and lateral loads were calculated.  The report concludes with three spot checks of the structural systems; including a slab, beam, and column check.  Appendices are attached to include detailed calculations, diagrams, and tables.

Technical Assignment 2

Executive Summary:

This report analytically explores the existing floor systems while investigating three alternative floor systems. A typical 30’ x 30’ exterior bay was analyzed for each system. The three best suited alternate floor systems were chosen to be composite floor deck, post-tensioned floor, and flat slab. Advantages and disadvantages for each system were investigated. An overall comparison including costs, vibration control, depth, weight, constructability, and architectural issues was performed. Further exploration of the viable options will be conducted.

Technical Assignment 3

Executive Summary:

This report goes into an in-depth investigation of the new Franklin Square Patient Tower Addition.  Each concrete moment frame was modeled in SAP to find relative stiffness.  The relative stiffness demonstrated how the lateral loads were distributed throughout the building.  Direct and torsion effects were determined and taken into account to evaluate critical frames using portal frame analysis.  Extensive member checks were completed to verify capacity for gravity and lateral loads.    

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.