|
References:
Abeles, Paul W., and B. K. Bardhan-Roy. "Prestressed Concrete Designer's Handbook."
Google Books. Web. 7 Apr. 2012.<http://books.google.com
/books?id=oLov31yFR-AC>.
Allen, Edward, and Joseph Iano. "The Architect's Studio Companion: Rules of Thumb for
Preliminary Design - Edward Allen, Joseph Iano." Google Books. 2007. Web. 06 Jan.
2012. <http://books.google.com/books?id=7acEsulN4oUC>.
American Concrete Institute. Building Code Requirements for Structural Concrete (ACI 318-08)
and Commentary. Farmington Hills, MI, 2008. Print.
American Institute of Steel Construction. Steel Construction Manual. 14th ed. Chicago, IL, 2011. Print.
American Society of Civil Engineers. Minimum Design Loads for Buildings and Other Structures
(ASCE 7-05). Reston, VA, 2005. PDF.
Concrete Reinforcing Steel Institute. CRSI Design Handbook (2008). 10th ed. Hoboken, NJ, 2008. Print.
"New York City Building Code (2008)." INTERNATIONAL CODE COUNCIL. 2008. Web. 06
Jan. 2012. <http://publicecodes.citation.com/st/ny/ci-nyc/b200v08/index.htm?bu=YC-P-2008-000006>.
Pencille, Douglas. "EIFS Facts." DSP Home Inspections. Web. 7 Apr. 2012.
<http://dspinspections.com/eifs_facts.htm>.
Portland Cement Association. Economical Concrete Floor Systems. Skokie, IL, 2005. PDF.
Wight, James K., and James G. MacGregor. Reinforced Concrete Mechanics and Design. Upper
Saddle River, NJ: Pearson Prentice Hall, 2009. Print. |
|
|
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 Jonathan Coan. 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. |
