Resume - ME (Structural Engineering) From Regional Engineering College (NIT), Trichy, Ind...

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Resume #72532

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OBJECTIVE:
Seeking a quality environment where my knowledge can be enriched. Looking for the opportunity where I can improve my technical skills, progress professionally and exposure to advanced Civil/Structural Engineering techniques.

SUMMARY & EXPERIENCE:
EVERSENDAI ENGINEERING L.L.C
(Web site: www.eversendai.com)
Dubai & Qatar, U.A.E

Designation: Design Manager
PROJECTS:
1.0 Nakilat Ship Construction Facility ¡V Building Superstructure,
Construction Hall, Qatar
The main scope of work is Member Analysis, Design, connection design, producing the fabrication drawings, Shop drawings and Erection of steel structures, approximately 10,500 tons. This building contains three expansion joint, the span of crane Girder run way beam is 15 meters and capacity of EOT is 120 Tons (two numbers) for the height of 38 meter and width is 65 meter.
Code Used: BS 5950 ¡V Part -1(Structural Use of Steel works in buildings), 2, 4 & 5/ BS-6399, Part -1 & 2 (Dead & Imposed load)/ Wind load for BS CP-3, Part-2/BS2573 Part -1 Rules for the design of cranes, Specifications for Classification, Stress calculation and design criteria for cranes/Uniforms Buildings Code -1997 for Earthquake Design.
Project Consultant: Royal Haskonina, (UK), in Association with COWI
Design/Structural Consultant: Eversendai Engineering LLC.
Client: Qatar Petroleum
2.0 New Doha International Air Port (NDIA) @ Qatar.
The Scope of the work is Analysis and design of Temporary Engineering with Connection design and Main Terminal building, Concourse ¡VA,B & C checking the Shop drawing, Fabrication Drawings (approximately -55,000 Ton) and Erection drawings.
Code used - LRFD, AISC, ASCE, and UBC& ACI 318-05.
All Analysis & design (Including Connection design) submittals Approved by -Overseas BECHTEL, INC. & Middle brook and Louie
2. Burj Dubai Development ¡V Dubai Mall
The Scope of the Work is Analysis and design of Concourse Skylight Roof Truss with Connection Design. The length of the each truss is 30.8m with End Support, The height of the Truss is approximately 2.40m. All the section are Closed Section Like Rectangular, Square and Circular Hallow section. The Connection Design Carried out me by using BS Standards (BS-5950-1 2000, BS-6399 Part-2 for wind load), AISC-LRFD (Part -10, 11&12) for Connection Design and CORUS, CIDECT Design Guide for Closed section connection Design. The Over all size of this Structure is 131m x 34.8m.
This Analysis, Design and Connection design Checked and Approved by: -MEINHARDT (Singapore) Pte Ltd.
3. Mall of Emirates at Dubai (Snow Centre): -
The Scope of the work is Analysis and design of Strand Jacking Tower and Connection design. The permanent Structure was lifted 32.5m from the ground level. The permanent structure lifted by VSL- Switzerland using Strand jack. This Structure is supported with eight towers. The load coming from the permanent structure is approximately 4000 tones to the towers. The total height of the tower is 80m and size of the tower is 3.5mX3.5m. The design is carried out as per BS standards (BS-5950).
This analysis, Design and connection design Checked and Approved by: - Hyder Consulting Middle East Ltd.
4. Bright Start Tower Connecting Bridge at Dubai:-
The Scope of this work only analysis and Design of the Bridge Structural Steel Works connecting the Tower building (G+59) and car park (G+12) building at +25.50m from the Ground level. The length of the bridge is approximately 20.5 m and 1.80 m width and 3.50m height, the purpose of the connecting bridge only for Pedestrian crossing. The design is carried out as per BS standards (BS-5950-1, 2000).
This analysis, Design and connection design Checked and Approved by: - W.S ATKINS & Partners Overseas.
5. Marina Heights Tower Dubai:-
The Scope of the Work only the Connection Design for the Marina Heights Tower, the connections is very complicated. all the Main member supported maximum of Five members most of the member is sloped. This Structure is coming on the 54th floor. The design is carried out as per BS standards (BS-5950-1, 2000).
This Connection design Checked and Approved by: - ROBERT MATTHEW, JOHNSON-MARSHALL (RMJM Structural Consultant)
6. SKY- train supporting structure -Dubai Airport
The Scope of the Work is Analysis & Design of Sky -Train Supporting Structures at Dubai International Airport Expansion Terminal -III & Concourse II & III. The Sky Train has maximum height of 36.75m and overall width of 27.15m cross width is 4.25m. The lateral ties are provided between the columns in each row at every 2.4m vertical spacing. The design is carried out as per AISC-ASD, BS-6399 part-1 for dead & imposed load and LRFD.
This analysis, Design and connection design Checked and Approved by: - Dar Structural Consultant.
LARSEN & TOUBRO LIMITED
(Web site: www.lntecc.com)
Chennai
India

Designation: Senior Design Engineer, Larsen & Toubro limited at Chennai, India.
Completed projects:
1.0 SURMA CEMENT PLANT FOR LONG BELT CONVEYOR for India portion and Bangladesh portion. Scope of work is Analysis & Design only for the Supporting structure the span between the Supports is 45.75m, 60.1m, 85.25m &100.5m. The design considered mainly Wind load, Belt load and Seismic load.
1.1 The analysis used for STAAD/Pro the Structural analysis & design software.
1.2 The design Used for ACI-318-83 Design Hand Book & Building code
Requirements for Structural concrete (ACI: 318-02).
Code used: Indian standards & American Standards ACI: 318-02
On going Project; -
1.0 Head End Facility for Indira Gandhi Centre for Atomic Research at
Kalpakkam, Governments of India.
1.1 This Structure the analysis Carrey out by GT STRUDL structural analysis
Software for Finite elements application.
1.2 This structure analysis used foe response spectrum method. (Dynamic
Analysis).
1.3 The following load to be considered for the analysis Crane load, Equipments
Load, Wind load, spectrum loads. (The capacity of the crane is 50 Ton &
30 Ton) Design used for ACI- standards and IS - standards.
1.4 The foundation type is Raft & Isolated type.
VSL INDIA PVT LTD
Chennai-8
(Year Feb-2003 to Feb-04)
Designation: Design Engineer in VSL India Ltd.
Nature of Job: Post tensioning designs for various structural element systems with Using the VSLAB "VSLAB (Specialized Software for Post-Tensioning works)".
Design of Post-Tension in Buildings Structure & Bridges with using, BS 8110: Part 1:1997- Part- 1 and India Codes.

* Following Structural system are used for Post-Tensioning:

„« Flat Slabs System
„« Flat Plate system
„« Beams and slab System

INDIAN INSTITUTE OF TECHNOLOGY, MADRAS
Chennai-36, India
(Year January- 2002 to February -2003)
Designation: Project Officer, Department of Ocean Engineering
The Indian Institute of technology Madras, one of the prestigious institute in the world. The institute is also involved in various consultancy work in India, Civil/structural Engineering.
1. The main scope of work is "Analysis and Design of 9th Cargo Berth in KANDLA Port." (Kandla port on the west coast is one of the 12 major ports in India). The work involves finalising conceptual layout, load calculation, analysis and design of the berth work is carried out using the relevant Indian standard. The analysis is carried out with the standard Structural Engineering package STAAD/Pro. The main feature of the project in the consideration of seismic force, as this port is in a region with high seismic activity.
2. The main scope work for "modernization and rehabilitation of North Quay Chennai Port." the Chennai Port is a major port on the East coast of India. The North Quay is a passage ship-berthing Jetty with allied facilities. Due to the decrease in serviceability of the structure, there is a proposal to carryout an a modernization programme and also the rehabilitation of the existing structure, which is a piled jetty, My work involved finalising the conceptual layout and initial preliminary analysis and design of the proposed new Jetty. The detailed work will be commencing soon.
3. The main scope of work "Berthing Head at Chain Nallah of Rutland for Andaman Harbor Works" at Andaman and Nicobar Islands, India.. In this project I carried out analysis and preparation of layout and reinforcement drawing. For this analysis the Structural Engineering Package STAAD/Pro was used.
4. The main scope of work "Analysis and Design of R.C.C Bridge" for Chilika Development Authority (CDA), which is a authority of the Govt of Orissa state, involved in conservation and development of Chilika Lake, a UN recognized wetland. I have carried out analysis and design of the R.C.C Bridge the moving load concept was used to analyse the bridge with STAAD/Pro. The loading was taken according to the relevant Indian standards.
5. The main scope of work is Analysis and design work for " Sheet pile wall for the Construction of Pipe Line at Dahej". Client ABAN construction Pvt Ltd, Chennai-31.In this project I was used for this analysis the Structural Engineering Package STAAD/Pro.
6. The main scope of work, Analysis and design work for "Sheet pile wall for the Construction of underground portion of Connought place Railway station at New Delhi". Client AFCONS INFRASTRUCTURE Ltd, Mumbai-53. This project I was used for this analysis the Structural Engineering Package STAAD/Pro.
SOUTHERN STRUCTURAL CONSULTANTS
(Computer Aided Design & Structural Analysis)
Chennai-101
(Year 1998 to 2000).
1. The main scope of work, previously in this company as initially as Junior Design Engineer and then as Design Engineer. As Junior Design Engineer my work mainly involved preparation of Detailed Estimate for various structural works.
2. The main scope of work is "Analysis and Design of Industrial steel Building Structure at Tiruchirapalli." The work involved finalising the conceptual layout, load calculation, analysis and design of the Structure. The analysis is carried out with the STAAD/Pro package. The design was carried out using the relevant Indian standards. The main feature of the project in the consideration of seismic force and wind force.
3. The main scope of work "Analysis and Design of G+4 storied Building at Chennai". The work is an R.C.C Structure. The work involved finalising the plan, load calculations, analysis, and design. The analysis was carried out with the standard Structural Engineering package STAAD-III and the detailed Reinforcements drawing prepared.
4. The main scope of work "Analysis and Design of Steel Industrial Building". The structure consists of steel trusses covered with A.C Sheet. In the analysis the wind force and seismic force were considered per relevant Indian standards. And analysis was carried out using STAAD-III package. The design was carried out and the detailed drawings prepared accordingly.
5. The main scope of work "Analysis and Design Shell Structure (Steel)." The Structure consists of steel elements covered with fiber reinforced plastic (FRP) roof. The loading for the structures consisted mainly of Wind force. This analysis was carried using for Structural Engineering Package STAAD/Pro.
6. Apart from above different field, involved in analysis and design of various structures like Power Transmission Towers, Overhead and Underground Water Tanks etc.

EDUCATIONAL:
ME (Structural Engineering) From Regional Engineering College (NIT), Trichy
Year of Completion: 2002
BE (Civil) ¡VMadurai Kamaraj University, Tamil Nadu, India.
Year of Completion: 1998

PROFESSIONAL PROFILE:
„« STAAD/Pro
„« ANSYS
„« Qualified Graduate Test in Engg (GATE-2000)
„« Active member in AISC

PERSONAL DETAILS:
Date of Birth: 13-04-1976
Sex: Male
Marital Status: Married
Nationality: Indian

REFERENCE:
Will be provided

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