Robert S. Whitaker

Option: Structural
Building: Parkview at Bloomfield Station
Location: Bloomfield, NJ

This is a student-generated Capstone Project e-Portfolio (CPEP) produced in conjunction with the AE Senior Thesis e-Studio.

Welcome to Robert Whitaker's AE Senior Thesis e-Portfolio

Technical Assignments

Proposal
Please follow this link to my proposal page.

Technical Assignment 1
Technical assignment #1 defines the structural concepts and existing strucural conditions report for Parkview at Bloomfiled Station. Within this report there is a building overview and calculations of wind and seismic loads. In addition, a lateral analysis of one shear wall is completed, and floor framing elements are checked.

*Updated tech #1assignment was posted on 11/07/05

Technical Assignment 2
A comparative analysis of 5 alternate floor system for Parkview at Bloomfield Station is evaluated in technical assignment #2. The floor systems (bar joist with metal decking, hollow core planks, concrete pan joists, waffle flat slab and pre-stress concrete slab) were compared to the current Hambro floor system. A full calculation apendix and comparison chart is included at the end of this report.

Technical Assignment 3
A more complete look at the lateral force resisting structure of Parkview at Bloomfiled Station, including a computer analysis, is conducted in Technical assignment #3. Computer and hand calculations of the wind and seismic loads on the building are compared and utilized in shear wall design within this report.

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This Page was last updated on April 28, 2006 , By Robert Whitaker and is hosted by the AE Department ©2005