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Engineer Civil

Location:
Chennai, Tamil Nadu, India
Posted:
April 25, 2019

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Resume:

PRADEEP L D.O.B: **-**-****

Mob:+91-848******* Address:4/122,middle street, Email ID:ac87ha@r.postjobfree.com Melanmarainadu,Sivakasi – 626127

LinkedIn Profile: www.linkedin.com/in/pradeep-l-6a3a3614b

PROFILE

A Civil Engineer with to obtain an entry level Structural and Architectural in a reputed organization where my technical skills are utilized for the growth of the organization. Ability to do Architectural and Structural Design. Capable of working independently with minimum supervision and commitment to provide high Quality service in time. Professional, capable and motivated individual who consistently performs in challenging environment.

PROFESSIONAL EXPERINCE

EXPERINCE (2Y&0M)

AUNURUBI STRUCTURAL CONSULTANTS (4M) KOVILAMBAKKAM, CHENNAI, TN (Apirl, 2019 – Present)

TRAINEE ENGINEER – (Architecture and Structure)

Key Roles and Responsibilities:

Analysis and design of beam and column with the use of ETABS and STAAD Pro software

Analysis and design of slab and foundation with the use of SAFE software

Manual Calculation of beam, slab, column and foundation with the use of MATH CAD software

Detailed drawing of beam, column, slab and foundation with the use of AUTOCAD software

Understanding design inputs and preparation on Input Discrepancies and Family creations.

Site and Landscape Modeling

Projects :

Analysis and Design G+3 storey building and 3D work.

Chennai,medavakkam.

Analysis and Design G+2 residential building.

Chennai, vandalur.

Delivering the detail reports to project manager on day to day activity

Care full monitoring report on reinforcement details.

Coordinating with team members on detailing plan layout.

Checking safety requirement, materials and work in progress for compliance with specified requirements.

Performed drafting and design works on BIM on client need.

Designed architectural & building details under project.

SRINIVASAN ASSOCIATES PVT LTD (1Y&5M)

COIMBATORE, TN (Aug, 2017 – Dec 2018)

TRAINEE ENGINEER-Execution & planning

UAN No :101********* ESI No :560-***-****

Projects:

TVS EMERALD LIGHTHOUSE Project pallavaram,Chennai.

Constructed G+13 storey residential building.

Study drawings and execution on building.

Layout should be checked properly.

Check any difference between architectural and structural drawings regarding location of column.

After excavation check the stability of temporary structures built near the ground.

Water proofing in garden area the soil is first leveled and then rammed to achieve the maximum density.

The pcc is then laid down mixed with tape create a water proofing compound.

Before laying raft reinforcement,shuttering wall which is mainly brick wall should build and should be filled with soil an other side.

Layout for starter.

The column ties and link bars are provided as per column reinforcement drawings and general specifications.

The plumb of formwork should be checked.

After the reinforcement the slab is checked for steel as per drawings and level required.

Solve the technical problem.

ACADAMIC QUALIFICATION

Anna University, Chettinad college of engineering, karur: Civil Engineering (2014-2017) CGPA: 7.10

State board on technical education, ANJAC Polytechnic college, sivakasi: Diploma (2012-2014) Percentage -84.25%

H.S.C.C., State Board of Education Tamil Nadu (2007-2009)

ERRSM Govt Higher Secondary School, TNC Alangulam, Tamil Nadu. Percentage: 61.75%

S.S.L.C., State Board of Education Tamil Nadu (2007) ST Antonys High School, melanmarainadu, Tamil Nadu. Percentage: 86.6%

DECLARATION

I hereby solemnly affirm that all the details provided above are true to the best of my knowledge.

Date -

Place- L PRADEEP

LANGUAGES KNOWN

English (R&W&S)

Thamizh (R&W&S)

HINDI (S)

AWARDS AND ACHIEVEMENS

Certified as an Expertise in Revit Architecture in all over India contest conducted by CADD Centre

Held the position of “Student Placement Coordinator”

CURRICULM PROJECTS

Experiment on coarse aggregate Partially Replacement e-waste.

Planning and designing of posttensioned prestress flyover.



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