Resume - Structural Design engineer M. Tech(Structures)having more than 4.0 years experie...

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Resume #5867

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Date of birth: March 20, 1977 Age: 27 years

QUALIFICATIONS:

Examination: M. Tech (Structures)
Institution: Visvesvaraya Regional College of Engineering, Nagpur
Year of Passing: December 1999
Marks Obtained: 1459/ 2000 (Aggregate)
Percentage: 72.95 %

Examination: B.E. (Civil)
Institution: B.N.C.O.E., Pusad, Amravati University
Year of Passing: June-1998
Marks Obtained: 1056/ 1400
Percentage: 75.43 %

Examination: Third Year B.E. (Civil)
Institution: B.N.C.O.E., Pusad, Amravati University
Year of Passing: June-1997
Marks Obtained: 941/ 1300
Percentage: 72.38 %

Examination: Second Year B.E. (Civil)
Institution: B.N.C.O.E., Pusad, Amravati University
Year of Passing: June-1996
Marks Obtained: 851/ 1300
Percentage: 65.46 %

Examination: First Year B.E. (Civil)
Institution: B.N.C.O.E., Pusad, Amravati University
Year of Passing: June-1995
Marks Obtained: 784/ 1200
Percentage: 65.33 %

Examination: H.S.C.
Institution: Maharashtra state Board, Bombay Division board
Year of Passing: June-1994
Marks Obtained: 382/ 600
Percentage: 63.67 %

Examination: S.S.C.
Institution: Board of Pune, Maharashtra state Board
Year of Passing: June-1992
Marks Obtained: 560/ 700
Percentage: 80.00 %

GATE 1998: 80.10

PROJECT WORK:
In M.Tech
'Parametric Study & Seismic Analysis of Funnel Shaped ESR for Hydrodynamic Pressure'
In B.E.
'Knowledge Net: An Approach Towards Development of an Expert System for
Repairs and Maintenance of a Building'

TECHNICAL DETAILS:
Hardware: PC
Operating environment: MS-DOS, Windows'2000
GUI: Office'2000
Packages: STAAD-III, STAAD/PRO, SAP90 and MATHCAD-8
Autocad-14/2000

EXPERIENCE: 1. M/S MESACON CONSULTING ENGINEER PVT LTD, Mumbai.
Time Period: May 2000 to July 2001
Position Held: Structural Design Engineer.
Job Responsibility: Design independently projects.
Design Highlights: Preparing three-dimensional frames in STAAD packages, Earthquake Analysis(Static Force Procedure), Wind Analysis (Static Force Procedure), Pile foundations, Combined footings, Retaining wall & Design each and every element of structures compatible to INDIAN STD. Codes.

PROJECT NAME: Asian Heart Institute and Research Center at Bandra Kurla complex, Mumbai.
TYPE OF STRUCTURE: Basement 2 + Basement 1 +Ground +14 floors

PROJECT NAME: Commercial Building for Technimont ICB Ltd for M/s Raheja, Malad, Mumbai.
TYPE OF STRUCTURE: Ground + 3 Upper floors

PROJECT NAME:Willow Tower, Residential Complex for M/s Sheth Developers at Mulund,
TYPE OF STRUCTURE: Basement + Ground + 20 Upper Floors

2. SHILPRAJ DEVELOPERS PVT. LTD, (SUB CONTRACTOR FOR AMERICAN BUILDING COMPANY (ABC))
Time Period: August 2001 to present.
Position Held: Head of Structural Design Engineer.
American Building Company, America based multi national company is basically in pre-fabricated steel building field. Software used for design and detailing is MSA (Modular Structural Analysis) & MCAD, in-house built by ABC.
Training Held by ABC through Video Conferencing (Internet Meeting).

Job Responsibility:
1. Designing and detailing of steel structures.
2. Design & detailing of projects located in USA based on various codes like IBC-2000, ASCE 7-98,MBMA codes, etc.
3. Providing technical inputs during every stage of projects to Group of Engineer.
4. Monitoring the submission of designs / drawings as per the schedule and interacting with Engineers of AMERICAN BUILDING COMPANY.
5. Look for optimizing / improvising the designs.

Design Highlights In Gable Type Building: Preparing frame in MSA (Modular Structural Analysis) & MCAD, in-house built by ABC. The analysis related with Gravity load (Dead + Live load) and Wind analysis done by MSA software with manual cross verifications. Seismic analysis (Static Force Procedure) is done by manual calculations.

1. Peters TWP Community Center, Builder Name: Nello Construction
Site Location: 700 Merideth Drive, City- Venetia, State-Pennsylvania, U.S.A. Zip Code – 15367
Project Description: Gable building with Mazziane Floor (2 Module)
Building Size: 104'3" X 28'4 ¾" X 168'10", Complexity: "10"
Building Code: BOCA-1996, Tonnage: 130 Tones
Job Responsibility: Design and Detailing Check.

2. Wellborne Cabinets, Inc., Builder Name: Goodgame Welding Company.
Site Location: 38669 Highway 77, City- Ashland, State-Alabama, U.S.A. Zip Code – 36251
Project Description: Gable building with Mazziane Floor (3 Module)
Building Size: 100'0" X 26'2" X 165'6", Complexity: "10"
Building Code: SBC-1999, Tonnage: 90 Tones
Job Responsibility: Design and Detailing Check.

3. Paris Fire station, Builder Name: Oest Associates
Site Location: South Paris, State-Maine, U.S.A. Zip Code – 04281
Project Description: Gable building with Mazziane Floor (2 Module)
Building Size: 100'0 X 20'0 X 118'0, Complexity: "9"
Building Code: BOCA-1996 Tonnage: 105 Tones
Job Responsibility: Design and Detailing Check.

4. Community Church, Builder Name: Kodiak Constructors
Site Location: Charlotte, State - North Carolina, U.S.A. Zip Code – 28216
Project Description: Gable building with 21'0 Cantilever Balcony. (1 Module)
Building Size: 71'8" X 28'8 ¾" X 94'6", Complexity: "8"
Building Code: IBC-2000 Tonnage: 50 Tones
Job Responsibility: Design and Detailing Check.

5. Warehouse, Builder Name: M.J. Rekucki Design/Build Const.
Site Location: Halfmoon, State – New York, U.S.A. Zip Code – 12188
Project Description: Gable building with 40'0 frame spacing. (1 Module)
(In place of Purlin we used Bar Joist).
Building Size: 241'4 7/8" X 22'3 ¼" X 239'10 ½", Complexity: "8"
Building Code: 1997 New York State Building Code. Tonnage: 150 Tones
Job Responsibility: Design and Detailing Check.

6. Cook County Board Of Education, Builder Name: Pinnacle Prime Contractors.
Site Location: Elm Streets, City- Adel, State-Georgia, U.S.A. Zip Code – 31620
Project Description: Gable building (8 Module)
Building Size: 8 Different Size, Complexity: "10"
Building Code: IBC-2000, Tonnage: 500 Tones
Job Responsibility: Design Check and Detailing Check.

Design Highlights Non-Gable Type Building: Preparing three-dimensional frame in STAAD packages, Earthquake Analysis (Static Force Procedure), Wind Analysis (Static Force Procedure), Pile foundations, Isolated footings, Connections & Design each and every element of structures compatible to U.S. Codes.
PROJECT NAME: Building For HSP Holding LTD at road Town, Tortola. TYPE OF STRUCTURE: Ground Floor + 2 Floor

PERSONNEL DETAILS:
Martial Status: Married
Hobbies: Reading Newspaper, Updating myself about the current affairs.

EXCELLENCE REWARDS:
1. I was University Topper in Third Year B.E and Final Year B.E. and University Fifth rank in Second Year B.E.
2. I was Class (Division) Topper in First Year B.E. and Second College Topper in Second Year B.E.
3. I was Hostel Liberian in Third Year B.E. and Final Year B.E.
4. My design Jobs are appreciated by Professional Engineers (P.E.) from U.S.A. The P.E. in US was quite happy with accuracy and speedy design by me. They have sent the appreciating letters to Directors of company stating that I have done Good job with good speed and accuracy.
5. I have got registration for "Structural Consulting Engineer" from BMC, Mumbai.

Salary Drawn: 4.8 lacs per annum

Joining Period: 1 Month

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