cROCKER WEST BUILDING

STATE COLLEGE, PA

ERIC FOSTER ~ STRUCTURAL emf181@psu.edu

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

User 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 Eric Foster. 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.

TECH REPORTS

Technical Assignment 1:

Structural Concepts & Existing Conditions Report is slated to assess the current structural system of the Crocker West Building in an existing conditions report. Tech I will help us determine and better understand the design methods and selection criterion for the structural plan.

Tech I Report (pdf)

Technical Assignment 2:

Pro-Con Structural Study of Alternate Floor Systems is geared towards a comparison report between the existing floor system of Crocker West and three selected alternative floor systems. All floor systems will be assessed using, but not limited to, criteria such as: cost, serviceability, fire-rating and deflection in order to better understand the existing floor elements and establish realistic alternative floor system designs.

Tech II Report (pdf)

Technical Assignment 3:

Lateral System Analysis and Confirmation Design is to complete an in-depth analysis of the existing lateral force resisting system implemented into Crocker West Building. CWB is a 3-story, 42’ tall office building and research facility being constructed in State College, Pa. The entire structure will consist of precast systems including: columns, prestressed beams & diaphragms, and walls. Built-up, precast concrete shear walls are the basis of the lateral system used to resist wind and seismic forces.

Tech III Report (pdf)

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 purose, 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.

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