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SATRAJIT DASStructural Design

Engineer

e-mail:-satra_ds@yahoo.co.in

contact phone no :- 9911071265

PROFESSIONAL

QUALIFICATIONS

B. Tech. in Civil engineering,

(69.15%)

National Institute of Technology,

Silchar, 2002

PROFESSIONALEXPERIENCE

11th Feb 2013till date

Structural Engineer (Civil &

Structural)Pratap Parikh Associates,

New Delhi

2nd May 201114th Dec.2012

Structural Engineer (Civil &

Structural)

Meinhardt India Pvt. Ltd.

15th June 201031st Mar. 2011

Structural Design EngineerVintech Consultants, New Delhi.

9th June 200912th June, 2010

Structural Design EngineerRDA Civil Engineering SystemPvt. Ltd., New Delhi

11th Dec. 2006 31st Dec. 2008

Structural Design Engineer

Vintech Consultants, New Delhi.

16th June 200530th Nov. 2006

Structural Design Engineer

Technical Projects Consultants,New Delhi

3rd Aug. 200431st Jan, 2005

Structural Design Engineer

Charu Engineering Consultant ,New Delhi

13th Aug. 200331st May, 2004

(STAAD Pro. & AUTOCAD)

trainer Cad Academy, Noida

PROFILE

{Satrajit Das has 8 years experiencewith consulting engineering firms in

[the design of {(R.C.C multistoried

framed structures), (R.C.C SewageTreatment Plant units), (R.C.C Water

treatment plant units) and (R.C.C

Power Plant Building units)}]. (Alsoanalysis of Textile Industrial Spinning

Units)}[With application of STAAD

Pro.)

KEY PROJECTS

R.C.C. Water treatment Plant unitsDG Water Storage tank, UF Product

Water Storage tank and Overhead

WaterStorage tank forAngul (Trivani)(Structural Design Engineer)

[{(Backwash Water Storage Tank),

(Filter Water Storage Tank) and(Sludge Thickener)} for (Trident

Corporation Ltd.) atBudhani](Structural Design Engineer)

R.C.C. Sewage treatment Plant

units

{[Effluent Treatment Plant consisting

of {(Equalization Tank), (Buffer Tankwith Sludge Holding Tank), (UASBR

Tank), (Aeration Tank), (Secondary

Lamella Clarifier with Ter. FlashMixer & Ter. Lamella Clarifier),

(Filter Feed Tank with Treated Water

Tank) and (Sludge Thickener withSludge Holding Tank)}] for [(Chenab

Textile Mills) at Kathua(Jammu &

Kashmir)]} (Structural DesignEngineer)

[{(Terry Towel Unit), (Sludge

Neutralisation Tank) and (SludgeThickener)} for (Trident Corporation

Ltd.) at Budhani](Structural Design

Engineer)[{(Secondary Clarifier),

(SecondarySludge

Sump), (Collection Box) and (PumpHouse)} For (Bhubaneswar Sewerage

system)](Structural Design Engineer)

Commercial Buildings

Uppal Corporate Park at Manesar

[(3 Basement + Ground + 6 Typicalfloors) With (Post Tension Concept

for secondary beams in global Z

direction in typical floors) and{[Isolated ,{Combined(area & Strip)}]

Footing} as (foundation system)].(Structural Design Engineer)

Advant IT Park at Noida

[(2 Basement + Ground + 14 TypicalFloors) with (Flat slab system in tower

Area in typical floors) and {(Grillage

Raft for Tower area) & (Raft withPedestals for Columns in Extended

Basement area)} as (foundation

system)].(Structural Design Engineer)

Group Housings

Exotica-Group Housing atGhaziabad :-{(1 Basement + Ground

+ 11 Typical floors) and [(Raft with

Pedestals for columns in Tower area)& {[Isolated, {Combined(area and

Strip)} Footing] in (ExtendedBasement area)}] as (foundation

system)}.(Structural Design Engineer)

Technical Contents

Slab :- Beam slab (One way slab and Two way slab)(as per IS:456-2000) and

Flat slab (as per IS:456-2000) and corresponding

reinforcement detailing .

Design of Column :- (For axial load , uniaxial and

biaxial bending with Slenderness Effect) (usingIS:456-2000,SP:16) .

Design of Shear Wall :- For rectangular Shear Wall :-[{In plane action (i, e, Axial Force and Bending

Moment) (due to unbalanced Membrane Stresses at the

outer edges of the Shear Wall modeled with FiniteElement)} and {Out of plane action (i,e, due to

Slenderness Effect) (using SP:16)}] [Also with

application of Shear Wall modeled with SurfaceElement]

Design of beams at bottom of tank and top of top oftank in Working Stress concept For water retaining

conditions {as per IS:3370(Part-II)} with check foruncracked Section. [for Water Treatment Plant units]

Design of slabs at bottom of tank and top of tank inWorking Stress concept for water

Retaining conditions {as per IS:3370(Part-II)} with

check for uncracked Section. [for Water TreatmentPlant units]

Design of R.C.C. walls for earth and water retainingconditions {as per IS:3370(Part-II)} with check for

uncracked Section.

Check for crack width of R.C.C. wall (as per IS:456-

2000) .

Check for Circular Hoop Tension in Cylindrical Tank

for earth and water retaining conditions {as per

IS:3370(Part-II)} with check for uncracked Section.

Design of Foundation :-

Isolated Footing :-(with check for one way shear andtwo way punching shear) (as per IS:456-2000) .

Combined Strip Footing :- (with check for one way

shear for the Extended Cantiliver Slab) and the FootingBeam (as per IS:456-2000) .

Combined Area Footing :- (with check for Eccentricity

of C.G. of Area of Combined Footing and C.G. ofLoad system)

Raft Foundation :-Design of Pedestal :- (For single columns with check

for two way punching shear) (using IS:456-2000)

Design of Raft Slab :- For multiple no. of (columnsand shear walls) (using STAAD Pro.)

(with Finite Element method concept) .Grillage Raft (the inverted Beam Slab system) andAnnular Raft (the inverted T-Beam

System) :- (using STAAD Pro.)

Pile Foundation :-

Design of Single Under reamed Piles for net uplift

In Base Raft of underground water tanks.[Design of Single Under reamed Piles for {Max.

(Compressive load & Uplift)} at Pile Cap Top {(below

base plate) of 2D frame modeled for Pre EngineeredStructure} and (corresponding design of Pile Cap) {as

per IS:2911(Part-III) 1980}]

Design of Staircase :- As per IS:456-2000,SP:16

Structural Details prepared :- Ramp details , Sump

detail , Pump room and Underground

Water tank details , Mumty and Machine room detailsD.G. set foundation system , S.T.P. details.

mailto:satra_ds@yahoo.co.inmailto:satra_ds@yahoo.co.inmailto:satra_ds@yahoo.co.inmailto:satra_ds@yahoo.co.in

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Wave Estate at Mohali(GH-2):-

{(1 Basement + Ground +19 Typicalfloors) and [(Raft with Pedestals for

columns in Tower area) & {[Isolated

,{Combined(area and Strip)} Footing]

in (Extended Basement area)}] as

(foundationsystem)}.(Structural

Design Engineer)

R.C.C. Power Plant Building units

Lab DM-AC Plant building forHarduaganj Thermal power project.

(Structural Design Engineer)

Personal Details :-

Date of Birth:- 13-02-1981

Fathers name: Mr. Radha Pada DasPermanent Address : 5th floor , Block

No. - A, Madan Mohan Apartment ,

Jail Road, P.O. Silchar :- 788004,

Address for Correspondence :-

Satrajit DasFlat no.:264DTerracefloor,Pocket -C

Mayur Vihar (Phase-II)

New Delhi : - 110091

Current Salary :- Rs. 720000/- per annum.

Salary Expected :- Rs. 900000/- per annum.

Declaration :- I hereby declare that the informations

stated above are true to the best of my knowledge