Resume – Pooja Kodoli

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Pooja Virupaksha Kodoli

Kharghar, Navi Mumbai, Maharashtra

India – 4100 210.

Contact no. +91-882*-***-*** / +91-838*-***-***

E-mail: ac6ncy@r.postjobfree.com

Objective

Looking for an opportunity where challengeable work and responsibilities in the field in Core related. Seeking an environment that encourages learning and provides exposure to new ideas with which I can disclose my capabilities backed by strong will, there by stimulate personal and professional growth, where I shall be a part of the growth.

Educational Qualifications:

Examination College/Institute Board/University Year Result

• Civil Engineering

B.E.

Sant Gajanan Maharaj

College of

Engineering,

Mahagaon,

Gadhinglaj, Kolhapur,

Maharashtra

Shivaji University,

Kolhapur,

Maharashtra.

2017-18 70.50%

Third Year 2016-17 63.50%

Second Year 2015-16 62.75%

First Year 2014-15 61.57%

• HSC

H.S.C

M. R. Jr. College Of

Science, Gadhinglaj,

Kolhapur, Maharashtra

M.S.B.S.H.S.E.

Kolhapur,

Maharashtra

2013-14 67.38%

• SSC

S.S.C.

M.R. High school,

Gadhinglaj, Kolhapur,

Maharashtra

M.S.B.S.H.S.E.

Kolhapur,

Maharashtra

2011-12 79.27 %

Technical Skills:

ETAB Software 2015, AutoCAD 2014

Resume – Pooja Kodoli

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BE Project:

Working Experience:

Personal Profile:

• Name : Ms. Pooja Virupaksha Kodoli

• D.O.B. : 01.06.1996

• Father name : Mr. Virupaksha S. Kodoli

• Languages known : English, Hindi, Marathi, Kannada.

• Permanent Address : A/P Bhadgaon, Tal: Gadhinglaj, Dist: Kolhapur – 416 502 Core Competency:

• Adoptable to new environment.

• Innovative & Capable of Planning and implementation. Declaration:

I hereby declare that the above furnished details are true and correct to the best of my knowledge. Date: June, 2018

Place: Navi Mumbai

Pooja Virupaksha Kodoli

Title Analysis of G+6 building with and without shear wall using Etab Duration 3 months

Team Size 3 Students

Description The main purpose of the project is to know the actual difference between the action of building with the shear wall and without the shear wall, it shows different results of building such as displacement, story drift and story shear with and without the shear wall. Shear wall resists horizontal earthquake forces, transfer the horizontal forces to the next element in the load path and provides lateral stiffness to prevent the roof or floor above from excessive side’s way. In this project, we proposed the plan in AutoCAD and with reference to cad plan our Planning and modeling are done in ETAB software then the analysis is done. At last, we have resulted in the form of graphs. According to obtained graphs of displacements, story shear and story drift we concluded that displacement, story drift and story shear of the G+6 building with shear wall gives better results than G+6 building without the shear wall. Role • Worked as team leader.

• I did planning and modeling.

• I am responsible for some part of obtaining grid pattern in starting the project work.

Technology ETAB Software 2015,Autocad 2014

Fresher

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