Ask Question / Post resume

Post a reply to the thread: www.gnarchitects.com Gayathri & Namith Architects Pvt Ltd Bangalore, Delhi : Interior Designer, Architect

Your Message

Your Username:

Click here to log in

Notes:-
1) You can copy and paste your full resume in the box below.
2) Or you can ask your question. We try to answer, as far as possible.

Title:

[QUOTE=Guest-IJT;140578][B]Name [/B]: NAVEENKUMAR ANGADI
[B]Email [/B]: naveen_b_angadi AT yahoo.co.in
[B]Designation / Skillset[/B] : Structural Engineer
NAVEENKUMAR B. E , M. Tech
Covering Letter
Sir/Madam,
 I am a B.E in Civil Engineering and a M.Tech in Structural Engineering. I will be much pleased to work efficiently and effectively as well as grow with a prestigious organization, So as to achieve self realization and accomplishment of organizational goals. I hereby attach a copy of my resume for your kind reference.
Expecting a Favorable Reply,
 Sincerely,
Naveenkumar.
naveen_b_angadi AT yahoo.co.in
 
[U][B]Resume[/B][/U] :
STRUCTURAL ENGINEER
Accomplished knowledge in design and analysis of structures and a wide gamut of structural engineering as structural engineer; seeking assignments in an organization of repute & to ensure secure Information processing environment
PROFILE
 Dynamic and result oriented Structural engineer with 2 years of rich experience in all aspects of structures.
 Excellent communicator with exceptional analytical, people management, relationship management and coordination skills.
KEY SKILLS
- River Bridges - Buildings
TECHNICAL SKILLS
[B]Operating Systems [/B]: Windows 7/XP/ 2000
Application software Staad Pro , SAP, E-Tabs , Auto CAD
EDUCATIONAL CREDENTIALS
- Master of Technology (Structural Engineering), 2011
B .V.B College of Engineering and Technology Hubli - 72.33%
- Bachelor of Engineering (Civil Engineering), 2007
Basaveshwar Engineering College Bagalkot - 65.15%
PROFESSIONAL EXPERIENCE
INTEGRATED STRUCTURAL ASSOCIATES, BANGALORE
July 2007–August 2008
Structural Engineer
[B]Projects [/B]: Madhura apartments Uttarahalli, Bangalore.
 Raaga Apartments Marat halli, Banaglaore.
[B]Description of Duties [/B]: Detail study of architectural drawings.
 Analysis of building using STAAD Pro.
 Detailed Design for building elements using standard design methods.
 Preparation of Detail working drawings.
 Detailed Estimation.
INDIA INTERNATIONAL INFRASTRUCTURE ENGINEERS LIMITED, BANGALORE 
Sep 2008 – August 2009
Structural Engineer
[B]Project [/B]: Construction and Design of Bridge across Cauvery River (Major Bridge)
[B]Client [/B]: KRDCL.
Proposed bridge length is 434 meters with PSC “Y” girders with span 16 x 25.9 m +
19.6m, simple supports with plate pier and abutments, open/pile foundation.
[B]Description of Duties  [/B]: Design and analysis of substructure.
 Design of open and pile foundation.
 Preparation of Detail working drawings.
 Preparation of Detailed project Report
[B]Team Strength [/B]: 4
[B]Project [/B]: Construction and Design of High level Bridge across Krishna River (Major Bridge)
[B]Client [/B]: KRDCL.
Proposed bridge length is 600 meters with span 12 x 50m semi continuous deck with pile/open foundations, plate piers and spill through abutment.
[B]Description of Duties  [/B]: Hydraulic Design
 Design of Bearing.
 Design and analysis of substructure.
 Design of open and pile foundation.
 Preparation of Detail working drawings.
 Preparation of Detailed project Report
 
[B]Team Strength [/B]: 6
GMR INFRASTRUCTURES LIMITED, BANGALORE 
June 2010 – August 2010
Trainee Engineer
- Analysis and design of recreational building is to be built in Kamalanga, Orissa.
[B]ACADEMIC PROJECT [/B]:
Effect of diaphragm flexibility on seismic response of building - In the analysis of buildings, the floor slab is usually assumed to be rigid in its own plane. However, for many buildings that are long and narrow or have stiff end walls, floor diaphragm flexibility must be accounted for in the distribution of lateral load. For buildings without shear walls, rigid-floor model is as accurate as the flexible model even for nonregular floor systems. The reason is that the in-plane stiffness of the slab is much larger than the out-of-plane stiffness of columns. It has been found that the rigid-floor assumption is accurate for buildings without shear walls, but it can cause errors for building systems with shear walls.
In this project, asymmetric buildings with different aspect ratios are considered and the analysis is carried out using ETABS software. The effect of openings in the diaphragm also studied. The analysis is carried out both by considering the diaphragm as rigid and flexible. Compare the results for flexible floor diaphragm and rigid floor diaphragm. 
 
Declaration
I hereby declare that all the information furnished above is true to my knowledge.
[B]Date  [/B]: 25.06.11
[B]Place  [/B]: BANGALORE NAVEENKUMAR
-------------------------------------------------------
[B]More Information about this submission and submitter [/B]:-
___________________________________________________
[B]Submission ID  [/B]: 4297625
[B]Date & Time  [/B]: 25th Jun 2011 7:30 AM (UTC)
[B]IP Address  [/B]: 210.212.192.18
[B]Browser Info  [/B]: Mozilla/5.0 (Windows; U; Windows NT 5.1; en-US; rv:1.9.2.3) Gecko/20100401 Firefox/3.6.3
Predicted Country : India[/QUOTE]

All times are GMT +5.5. The time now is 07:26 PM.