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Structural Engineer

Location:
Houston, Texas, United States
Salary:
25/hr
Posted:
January 13, 2017

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SAICHARAN PATEL BYRISHETTY, EIT

**** ********* ******, *** ****, Houston, Texas, 77054 acx9pr@r.postjobfree.com Cell- (386)***-**** WORK EXPERIENCE

Assistant Design Engineer, Rama Kumarraju&Co July,2014-July,2015

Working on STAAD-Pro study on every aspects of design, such as foundation, substructure and pre-stressed concrete super- structure of an aqueduct.

Performing Structural Design in Auto-CAD according to design specifications.

Preparing design drawings and construction plans using local standards.

Preparing preliminary project cost estimates and evaluate quantities.

Maintaining good communication with clients for understanding project requirements.

Preparing analysis reports and required calculations sheets after performing the Structural analysis in STAAD-Pro.

Frequent visit to the site to prepare the data to perform repair if needed. Teaching Assistant, CADD Centre Sep,2013-May,2014

Worked on Auto-CAD software and assisted students in Auto-CAD laboratories.

Study on 3D-modelling of interior furniture in 3Ds-Max.

Study on Building design using Revit Architecture and exporting it to RISA for analyzing, considering gravity loads. Internship at Janapriya Syndicate Pvt Ltd, Hyderabad, India. May,2013-July,2013

Field investigations

Study on Precast method of construction of buildings with Concrete Shear walls, where the building components are manufactured at plant and brought to Site for assembly.

Study on Cast-in-Site construction, wherein concrete is poured in to the formwork at site and cured.

Quantity estimation of project plans and Auto-CAD drawings, consequently estimating the total project cost. CERTIFICATIONS

Engineer-in-Training Certification through FE Civil Examination by NCEES, EIT License-16-831-66.

Master Diploma in Auto-CAD, Revit Architecture, STAAD-Pro, 3DS MAX. TECHNICAL SKILL SET

STAAD-Pro, SAP2000, RISA, SAFE, ETABS, Rhino 3D, MicroStation, Auto-CAD.2D, 3D, 3Ds Max, Revit, MATLAB, Microsoft Excel, Visual Basic, Word, Power point and Project. EDUCATION

University of Houston, Houston, Texas Master of science, Structural Engineering Decemeber,2016 Osmania University, Hyderabad, India Bachelor of science, Civil Engineering May,2014 RELEVANT COURSES

Advanced Steel Design, ASCE 7-10, Advanced Reinforced Concrete Design, ACI 318-11, Advanced Foundation Design, Prestressed Concrete Design, Finite Element Analysis, Offshore Structures, Structural Dynamics. ACADEMIC PROJECTS

Lateral Load Analysis of Concrete Pile Foundations using PLAXIS 3D

Under lateral load conditions, various pile groups with different soil conditions have been modelled in PLAXIS and analyzed in order to find the effect of soil properties and variation of piles.

Solved the bending issue in long concrete piles when subjected to lateral loads by introducing a short pile along the direction of load such that it resists the bending of the long pile. Design and Analysis of the Cellular Lightweight Concrete building using SAP2000 and ETABS

Designed Cellular Lightweight concrete building and compared the deflections, weight of the building with the normal concrete building under the guidance of Prof. Joseph Colaco according to ACI 318-11.

Analyzed that, Cellular lightweight concrete buildings have less weight, low base shear during earth quakes and cost of construction is also less when compared to the Normal concrete building.

Compared all the calculations and analysis results from SAP and ETABS. Develop a program for the analysis of 4 Legged Liftboat subjected to a seastate.

Illustrated the process of obtaining the dynamic amplification factor(DAF) for a 4-legged liftboat, experiencing loads from seastate under the guidance of Prof. Jose. H. Vazquez.

Used Micro-Soft Office Excel Visual Basic for automatic calculations of the formulae in the program. Design and Analysis of a Pipe rack structure using STAAD-Pro

Designed an L-shaped pipe rack structure considering wind loads according to ASCE 7-10.

Increased the stiffness of the structure by increasing the member sizes and providing more bracings, then compared the amount of steel used in both cases.



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