front rendering
 

Hyatt Place North Shore

Pittsburgh, PA
   
 
 
Kyle Tennant
 
Structural Option
 

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Final Report

Reflection

Thesis e-Studio

 

Research

References

    • The International Building Code 2006
    • American Concrete Institute, Specifications for Masonry Structures (ACI 530.1)
    • PCI MNL 120 "PCI Design Handbook - Precast and Prestressed Concrete"
    • "Building Code Requirements for Reinforced Concrete, ACI 318", American Concrete Institute
    • "ACI Manual of Concrete Practice - Parts 1 Through 5", American Concrete Institute
    • "Manual of Standard Practice", Concrete Reinforcing Steel Institute
    • Specifications for Structural Steel Buildings (ANSI/AISC 360-150), American Institute of Steel Construction
    • "Seismic Design Manual" American Institute of Steel Construction
    • "Seismic Provisions for Structural Steel Buildings" American Institute of Steel Construction
    • Minimum Design Loads for Buildings and Other Structures (ASCE 7-05), American Society of Civil Engineers - Old edition was used to be consistent with existing design
    • Girder-Slab Technologies LLC, www.girder-slab.com
    • Pittsburgh Flexicore P.C. Plank Specifications
    • ETABS Modeling and Analysis - Computer & Structure, Inc.
    • RAM Structural System
    • RSMeans CostWorks - RS Means Construction Publishers and Consultants, Building Cost Data

 

Pennsylvania State University

Architectural Engineering

AE Computer Labs

Senior Thesis e-Studio

burthill
aes
exibition
Hyatt
riverview

Dustin McGrew Photography - Panoramic view from North Shore

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cec
cec
baker
 
“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 Christopher
Ankeny. 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.”
 
This page was last updated on 4/28/2011, by Kyle Tennant and is hosted by the AE Department