CV SACS, STAADPro, Structural Engineer

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CV/Resume ID no.: 77198
Last Updated: Sunday, November 25, 2007

I am a Post-graduate structural Engineer having more than 5 years of experience, presently working with W S ATKINS. Work experience is primarily in design & analysis of offshore Structures. I am familiar with various codes & specifications i.e. American (API & AISC), British (BS) and Indian codes. Projects includes, among other things, Design of Offshore Platforms & Industrial Structures and has hand on experience of various analysis, viz., In place, Lifting, Seismic, On bottom Stability, Load out, Transportation, Collapse, Sea Fastening and Miscellaneous Designs (Pad eye, Crane Pedestal, Crane Boom Rest, Equipment Support, Conductor Guide, Bollard and Staircase) etc. During the projects, coordination with client and inter-disciplinary coordination has been an intrinsic part of responsibility.
Presently working on Offshore Platforms Design & Analysis and interested in a long term association with a reputed organization in the field of offshore structural design.

• Turkmenistan Block – 1 gas Development Project [Ongoing Project]: PETRONAS CARIGALI Ltd. operates in the Caspian Sea, Turkmenistan coast. The water depth in the field is 60.2m. Petronas Caragali with Momentum Engineers UAE intent to install one well head platform named MDP–A at the Turkmenistan Block-1 Gas Development field. The MDP – A jacket consists of two pieces namely lower jacket and upper jacket. The topside consists of a sump deck, production deck and Main deck.
 Pile Upending analysis.
 Transportation analysis for the Lower Jacket, Upper Jacket and Topside.
• Detail Design of New Improved Boat Landings in PS-2 & PS-3: QP owns and operates PS2 (Maydan Mahzam) and PS3 (Bul Hanine) offshore oil fields. The scope of the present work is to carryout the Detail Engineering Design of total six (6) numbers of Boat Landings, three (PS-2D/E/G) in PS2 (Maydan Mahzam) and three (PS-3D/E/G) in PS3 (Bul Hanine) offshore oil fields.The existing boat landings of PS-2 D/E/G and PS-3 D/E/G platforms will be wholly replaced with the improved design to cater for the existing deficiencies for adequate maintenance, easier inspection, easier construction, and lighter, stronger boat landings.
 Modeling for Jackets & proposed Boat Landings
 Inplace, collapse analysis, Lifting and Transportation Analysis for the boat landings.

• SASB Offshore Tripod Jacket & Deck – Turkey, Black Sea (Toreador Turkey Ltd.: Toreador Turkey Ltd., operates in Black Sea 18km from the Turkish coast The water depth in the Field varies from 61m to 96m. TPOA with toreador turkey intent to install 3 well head platform at three locations (Ayazli, East Ayazli and Akkaya).
 Inplace Lifting and Seismic Analysis for the above jackets.
 Pile Lifting Analysis
• J. Ray McDermott Middle East, Inc. (JRMMEI), Dubai (2006) Design & Engineering for Jackets & Topsides for Saudi Aramco: Detailed Engineering/Design for Two numbers of Well Head Jackets and 4 PDMs (Topsides) to be installed for Saudi Aramco.
 Load-out, Lifting, Transportation, On-bottom Stability Analyses of the Jackets using SACS software.
 Design/Analyses of Mudmat and Secondary steel etc.
• Gas Reinjection Project: Exploration and Exploitation of EL Bunduq Oil Field located in Arabian Gulf about 200 km North West of Abu Dhabi City and some 130 km east of the city of Doha.
 Inplace, Lifting and Transportation Analysis for the Interconnecting Bridge between GIP (GAS Injection Platform) and GSP (GAS Sweetening Platform) Platforms provides support to all piping, cabling etc. required to integrate new GIP Platform to existing facilities at Bunduq.
 Inplace Analysis for GIP (GAS Injection Platform) Deck.
 Inplace, Lifting and Transportation Analysis for the Jacket.
 Load Calculations for the Bridge, Building, Deck and Jacket.
 Material Takeoff Calculations for Bridge, Building, Deck and Jacket.
 Foundation Leg pot Design for GIP (GAS Injection Platform) Deck.
 Preparation of Weight Control Report for Bridge, Deck and Jacket.
 Deck & jacket Miscellaneous Design i. e., Crane Pedestal, Crane Boom Rest, Equipment Support, Bollard, Conductor Guide and Staircase etc.
• 9 Well Platform Project: Oil and Natural Gas Corporation Ltd., (COMPANY), is engaged in exploration and exploitation of the Mumbai High Field located about 160km West-North-West of Mumbai in the Arabian Sea on the continental shelf of Western India. (As a part of the redevelopment plan of Mumbai High South (L-III) field, nine well platforms, viz. ZB, RS1, RS2, RS3, RS4, RS5, RS7, RS8 and RS11 are to be installed. All these platforms are supported by 4-legged, fixed jackets. The RS series of jackets have only skirt piles while the ZB jacket has only main piles. The well platforms are designed to handle sour well fluid and associated gas and include facilities for gas lift and water injection as applicable. These well platforms have minimum facilities and are designed as remote well platforms for unmanned operation.)
 Inplace Analysis for the 9 Well platforms viz. ZB, RS1, RS2, RS3, RS4, RS5, RS7, RS8 and RS11.
 Sea Fastening Designs for the RS1 Platform jacket on Abouzar 110 Barge.
 Sea Fastening Design for the RS3 and ZB Platform Jackets on Britoil 42 Barge.
 Sea Fastening Design for the RS11 Platform Jacket on Giant 1 Barge.
 Weight Control Report for the ZB, RS1, RS2, RS3, RS4, RS5, RS7, RS8 and RS11 Platform Jackets.
 Material Takeoff Calculations for the 9 Well platforms viz. ZB, RS1, RS2, RS3, RS4, RS5, RS7, RS8 and RS11.
 Buoyancy Tank Design and Lifting Pad eye Calculations.
• LA & LB Well Platforms - Lakshmi Field produced Water Upgrade and Sand Handling System Project: In view of changed process requirements, certain new equipments are required to be added to both the above platforms. These equipments are primarily some vessels and associated piping to be added on the top sides. Sump caissons are also required to be added to both the platforms.
 Structural Drawings for LA & LB Platform’s extensions.
 Modeling for LA LB Platforms extensions.
• Worked as a Design engineer (Part time) from Oct 2003 to March 2004: For Kirti Consultant, New Delhi, India
 3 storeyed building, Residence at Sukhdev Vihar.
 5 storeyed building At- French -Villa, Palam Vihar
 Ground + 4 storeyed Building at Hyderabad
 Carried out Analysis of high rise frame structures using STAAD Pro and hand design. Acquired strong proficiency in computer – aided analysis & design Excel worksheets.
 Exposed to codes including IS 456-2000, IS 800, IS 1893 for earthquake, IS-13920 for earth quake detailing, SP-16, SP 34 for detailing.
 Provide output to bar bending schedule and incorporate client comments.
 Making out site visit to check the quality of work. And solved out client’s queries.
• Preparation of Drawing, Planning, Estimation, Billing and Supervision of site for the construction of Showrooms across the India for LML Ltd. New Delhi.
• Supervision of site for various commercial as well as residential buildings for Universal Construction Company.
PROJECTS DONE DURING STUDY
 Topic of Dissertation in M.Tech: “Nonlinear finite element analysis of impact of projectiles on reinforced concrete plates”.
 Project in B.E: “Soil investigation and foundation design for an overhead water tank of 1000 KL capacity.”

TECHNICAL QUALIFICATION
M.Tech. in Structural Engineering: Passed with Hons. (Secured 80.20% marks) from Z.H. College of Engineering & Technology AMU Aligarh in 2003.
Bachelor of Engineering (Civil): Passed with Hons. (Secured 80.05% marks, CPI – 9.117) from Z.H. College of Engineering & Technology AMU Aligarh in 2001.
Diploma in Engineering (Civil): Passed with Hons. (Secured 80.15% marks) from Aligarh Muslim University Aligarh in 1996.
ACADEMIC QUALIFICATION
High School: Passed from Utter Pradesh Board in 1992.
TRAINING ATTENDED
• Open Steel & Administrator (PDMS) Training conducted by AVEVA.
• Communication and influencing skills training conducted by COMPLETE BUSSINESS SOLUTIONS.

• Thorough working knowledge with SACS 5.2 (SP-2), STAAD – Pro software.
• In-depth knowledge of Microsoft Excel 2003: Writing of spreadsheets for different Structural Engineering Applications using Excel & VBA; Project Automation
• Report writing using Microsoft Word 2003
• Operating Systems : Windows XP/2000, DOS & UNIX

MS Office, 3D Home Architect, Adobe Acrobat, 3D Max, PowerPoint, AutoCAD, and Open Steel & Administrator (PDMS).