sps4860

9/27/2014
Houston, TX

Position Desired

Structural Engineering
Anywhere in the U.S.
Yes

Resume

SUMMARY
Experienced structural engineer with two years of experience with a bachelor’s and master’s degree in civil engineering. Passed the Fundamentals of Engineering exam and receive certification as an Engineer Intern (Engineer-In-Training).
EXPERIENCE
Associate Engineer, WorleyParsons, Houston, TX, July 2011 - Present
ExxonMobil – Hebron Project.
• Performed monorail design calculations using the Crane Manufactures Association of America #74 Specifications for various lifting loads. These calculations included finding the local stresses at several points on the flange of the monorail as well as the deflection of the monorail. Calculations for flexure, shear, compression, and torsion were also computed based on the AISC 13th Edition Steel Construction Manual LRFD Method. These calculations were performed using computer programs such as MathCad and Engineer’s Toolkit. Structural drawings were then created and edited based on my design.
• Designed padeyes using the AISC 13th Edition Steel Construction Manual LRFD method for various lifting loads. These calculations included design checks for tensile rupture, shear rupture, yielding, flexure, lateral shear yielding, and weld capacity. These calculations were performed using Microsoft Excel. Structural drawings were then created and edited based on my design.
• Designed stringer beams in accordance with AISC 13th Edition Steel Construction Manual LRFD Method for various blanket loads and span lengths. These calculations included design checks for flexure and shear. A list was then created to aide other engineers and designers when designing more complicated structures.
• Calculation reports were compiled to reflect and explain the calculation process for each of the previously stated calculations.
BP – Gulf of Mexico Project
• Performed weight control calculations for multiple platforms in the BP. These calculations included finding the center of gravity of various items, e.g. equipment, structural steel, electrical equipment, ect. and their weight to calculate the overall center of gravity of the platform. These calculations were done using Microsoft Excel.
• Designed pipe supports in accordance with AISC 13th Edition Steel Construction Manual. These calculations included design checks for flexure, shear, compression, and torsion. The calculations were performed using modeling software SACS 5.3.
• Calculation reports were compiled to reflect and explain the calculation process for each of the previously stated calculations.
Graduate Researcher, Louisiana State University, Baton Rouge, LA, September 2010 – May 2011
• Researched thermal stresses on bridge struct...

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