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Technical Report 1
This report consists of an overview of the building structural systems including general descriptions, codes used, and preliminary analysis of these systems under several loading scenarios. Analysis includes loading due to snow, wind, and seismic as well as spot checks for gravity loads.
To view this report in PDF format click here.
Technical Report 2
This report serves as an investigation into alternative floor systems and their feasability based on their impact to the building design. The floor systems compared were Composite, Non-composite, Precast Hollowcore planks, and Two-way slab with drop panels.
To view this report in PDF format click here.
Technical Report 3
This report focuses on studying the buildings reaction to lateral loading. An ETABS model was designed and tested under wind and seismic loading cases. The results of this test were compared to maximum allowable story drifts and lateral displacements.
To view this report in PDF format click here.
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Date |
Assignment |
4/26/13 |
CPEP Site Complete and Ready for Final Review |
4/22/13 |
Reflection Posted |
4/12/13 |
Presentation Posted |
4/3/13 |
Final Report Posted |
2/25/13 |
2nd Revised Proposal Posted |
1/14/13 |
Building Statistics Updated |
1/11/13 |
Revised Proposal Posted |
12/16/12 |
Proposal Posted |
11/14/12 |
Technical Report 3 Posted |
10/19/12 |
Thesis Abstract Posted |
10/19/12 |
Student Bio Posted |
10/12/12 |
Technical Report 2 Posted |
9/17/12 |
Technical Report 1 Posted |
9/17/12 |
Building Statistics Posted |
9/6/12 |
CPEP Home Page Launched |
8/20/12 |
Construction Documents Recieved |
8/20/12 |
Owner Permission Recieved |
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 Alexander Altemose. 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.