Young Jeon CPEP
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Technical Report 4

Technical report 4 contains revised wind and seismic calculation based on Technical Report 2 review commentaries, spot check calculations of a typical lateral resisting element frame, computer modeling data obtained from ETABS 2013 software and comparison with hand calculation for validity of computer model.

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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 Young Jeon. 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.