Shweta Khidrapure

nd

c/o Baburao.Khidrapure, Plot No.621, 2 Stage Phone: 805*******

R.C.Nagar,Tilakwadi, Email: acfysh@r.postjobfree.com

Belgaum 590006.

Objective

Seeking a job in an energetic, self -motivating environment where my professional attitude and constant drive towards

success enables me to help the growth and development of the organization and myself.

Summary

Seven months work experience in estimation, billing, and Trainee engineer (on Site) Pur avankara Projects Ltd.

Bangalore and BrahmaCorp Infrastructures, Pune.

Master’s degree in Structural Engineering with an aggr. Score of 75% from K.L.S. Gogte Institute of Technology,

Belgaum. Affiliated to VTU, Belgaum.

Interested in obtaining a position as a Design Engineer in a Structural engineering firm.

Organized, fast learner, excellent communication skills, good team player with time management skills.

Skills

Software STAAD Pro, HyperMesh, Pro E, ETABS, AutoCAD, MS Office,

High Rise software used for billing.

Work Experience

Aug ’11 – Nov ’11

Trainee Engineer (On Site) Puravankara Projects Ltd. Bangalore.

W orked into project execution and was looking after finishing works.

W as responsible for the finishing work of 2 blocks out of the 13, at Purva Highlands, Bangalore.

Other responsibilities included:

o Handing over of the flats.

o W as accountable for bill checking of contractors & workmanship.

o Strategically executed plans and procedures while ensuring quality control on material and other

processing.

May ’12 - Aug ‘12

Jr. Estimation Engineer BramhaCorp Infrastructures, Pune.

W orked for the Estimation, Billing and Contracts department.

Responsibilities included estimation calculation & bill verification and bill closures.

Other responsibilities included preparation of Bill of Quantities.

Education

Course Institution & University/Board %age Year of Passing

M. Tech in Structural Engineering K.L.S. Gogte Institute of Technology, Belgaum 75% 2014

affiliated to VTU.

B.E. in Civil Engineering K.L.S. Gogte Institute of Technology, Belgaum 72.33% 2011

affiliated to VTU.

th

12 Standard Raja Lakhamagouda Pre University College, 68.50% 2007

Belgaum affiliated to Government of Karnataka

Department of Pre-University Education.

th

ST. Joseph’s Convent High School, Belgaum .

10 Standard 77.60% 2005

Projects

Parametric Study of different Country Codes for Light Gauge Flexural Members (Master’s Thesis)

Different countries use different design methods for light gauge cold formed steel structures. India uses IS-

801which is based on allowable/ working s tress Method of design. The Aim is to compare the different design codes.

The main objectives of the study are:

To conduct a comparative study of light gauge steel sections using different country codes for different sections .

To undertake a detailed parametric study of light gauge steel sections by different codes.

In this dissertation, work on parametric study and comparison of flexural design strength of cold -formed light gauge

steel sections was carried out.

Comparison was done on IS:801-1975 code (Indian Standard) which is working stress method& BS 5950-5:1998

(British Standard) code which is a limit state design.

Comparison results for both laterally supported and unsupported flexural members were presented.

Results:

Laterally supported beams

a) The Curves were reverse parabolic in nature and the flexural loads worked out IS code (IS:801 -1975)

are higher than BS code (BS 5950-5:1998) values for all sections and span of beams .

b) The differences is very small when we compare IS load value & BS load values .

c) For wide flange sections the difference is more between IS load values and BS load values.

Laterally unsupported beams

a) The curves were reverse parabolic in nature and the flexural loads worked out IS code (IS:801 -1975)

are higher than BS code (BS 5950-5:1998) values for long spans. For short spans this is reverse.

b) For wide flange beams IS values are more than BS values expect at very long spans.

An Experimental Investigation on Fly ash as Sand Replacement Material in Concrete under Flexural

Strength(B.E. Project)

It was observed that the flexural strength goes on increasing up to 30% replacement of natural sand by fly

ash and there after decreases.

The maximum flexural strength can be obtained by replacing 30% of sand by fly ash .

It is also observed that the flexural strength of all mixes continue to increase with increase in the age .

As the percentage replacement of fly ash will increase there is a decrease in the slump.

Extensive Survey Project (Pre Final year BE Project)

Training Programme Undertaken

Underwent In plant Training from 14-07-2010 to 31-07-2010 at Hindalco Industries Limited, Belgaum.

Co-Curricular Activities

Attended a National level Conference on Recent Advances in Civil Engineering RACE 2 013 held at

KLEMSSCET, Belgaum.

Participated in NIRMAAN, National Level Technical Fest Held at BVB Engineering College Hubli in Quiz,

Creative Modeling.

W as one of the leads in organizing a State level fest PARADOX ’11 at KLS Gogte In stitute of Technology,

Belgaum.

PARADOX ’11 was In charge of Technical Power Presentation.

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