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STRUCTURAL TECHNICAL ASSIGNMENTS

This notebook submissiom analyzes the existing lateral system for Evansdale Crossings. Using the lateral wind and seismic forces determined in Notebook Submission A, this notebook submission applies them to the building structure using 3D Structural Software. Drift, story drift, and lateral member forces were extracted from the model and compared to the allowable limits.

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 Justin Krishart. 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 May 25, 2016 by Justin M. Krishart and is hosted by the AE Department © 2015. Proudly created with Wix.com

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