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PENNSYLVANIA COLLEGE OF TECHNOLOGY

DAUPHIN HALL

Williamsport, PA

 
 
AUBERT NDJOLBA
STRUCTURAL OPTION
AE Senior Thesis e-Portfolio
 
 
TECHNICAL ASSIGNMENTS
 
     
TECHNICAL ASSIGNMENTS
 
 
ANNOUNCEMENTS
DATE
NEWS
08/12/11
Owner's Permission Obtained
08/27/11
Thank You Letters Sent Out
08/31/11
Existing conditions
09/09/11
Student biography
09/12/11
Building Statistics Part I
09/23/11
Tech I posted
10/19/11
Tech II posted
10/24/11
Abstract posted
11/18/11
Tech III posted
12/12/11
Thesis Proposal posted
01/13/12
Revised Thesis Proposal posted
01/17/12
Building Statistics Part II posted
04/07/12
Final report posted
04/16/12
Final presentation posted
   
   
   
   
   
   
   
   
THIS WEBPAGE IS SUBJECT TO CHANGE
 

Technical Report I

Existing Structural Conditions

The purpose of the technical report I is to provide a better understanding of the existing structural system of the Dauphin Hall.

This was done through a series of analysis and examinations of the gravity loads, wind loads, and seismic loads. In addition, several spot checks (column, beam, joists, and deck) were performed.

For a copy of the Tech. I, click HERE.

 
   

Technical Report II

Pro-Con of Structural System

The purpose of this technical report is to analysis Three alternative floor systems and determine one suitable option for a final design at a later time. The following systems were analyse:

- An existing composite deck on floor joists

- A composite deck on wide flange beams

- A one-way slab

- Hollow core planks on beams.

Based on the advantages and disadvantages of each floor system, a composite deck on a wide flange beam may be more suitable.

For a copy of Tech. II, click HERE

 

 

 
   

Technical Report III

Lateral System Analysis and Confirmation Design

Technical Report 3 is an analysis of the existing lateral system under flexural and serviceability criteria. An ETABs model was developed as part of this report and a couple of members were checked to ensure their adequacy against industry standards.

For a copy of Tech III, click Here.

 
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 Aubert Ndjolba. 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 1/13/12 , by Aubert Ndjolba and is hosted by the AE Department © 2011/2012