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Thesis Research

ACI Committee 318. (2011). ACI 318-11: Building Code Requirements for Structural Concrete . Farmington Hills, MI: American Concrete Institute.


American Society of Civil Engineers. (2010). ASCE 7-10: Minimum Design Loads for Buildings and Other Structures. Reston, VA: American Society of Civil Engineers.


Apple, R. P. (2008, October 17). Post-tensioned Concrete - Practical Applications . Olney , MD.


CRSI Engineering Practice Committee . (2008). CRSI Design Handbook (Tenth ed.). Schaumburg, IL: Concrete Reinforcing Steel Institute .


Institute, P.-T. (2004). Design of Post-Tensioned Slabs Using Unbonded Tendons .


International Code Council, Inc. (2012). IBC 2012: International Building Code. Country Club Hills, IL: International Code Council, Inc.


International Code Council, Inc. (2012). IPC 2012: International Plubing Code. Country Club Hills, IL: International Plumbing Code Council.


RS Means. (2010). RS Means Building Construction and Cost Data (68th ed.). Kingston , MA.


W.R. Grace Waterproofing. (2008). Waterproofing Las Vegas McCarran International Airport's New Terminal 3. Cambridge, MA.


W.R. Grace Waterproofing. (2013). Bituthene 3000 and Bituthene Low Tempurature. Cambridge, MA.


W.R. Grace Waterproofing. (2013). Bituthene System 4000. Cambridge , MA.


Wight, J. K., & MacGregor, J. G. (2012). Reinforced Concrete Mechanics & Design (Sixth ed.). Upper Saddle River, NJ: Pearson Education, Inc. .

 

Note: Various course notes were also used in the completion of this thesis report.

 

 

  • 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 here 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 Macenzie Ceglar. 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.