1. SYED FAHAD HUSSAIN – B.E.(Civil), M.E.(Structures)
SYED FAHAD HUSSAIN
Flat # A-409, Rufi Heaven, Email: syed_fahad_1988@hotmail.com
Block13D-II, Gulshan-e-Iqbal, Phone: +92-321-2048448
Karachi
To joina dynamicand progressingorganizationofferingsample opportunitiesfor
diversifiedexperienceandenhancementof professional skillsandcarriergrowth.
EA Consulting Pvt Ltd. Dec 2013 – Present
DesignEngineer
 Analysis&designingof buildings&bridgesoncommercial software packages.
 Coordinate withotherdifferentdisciplines likearchitecture,MEPdepartment.
 Reviewandperforms calculationsandevaluationsinthe designof structural
systems.
 Vettingof buildings&bridgesasperthe relevantcodesof practice.
PROJECTS:
 Category-IIIcheckingof bridgeslocated at junctionR5 & R7 ofAL- Rayyan Road, Qatar
The job wasto check the designof 2 & 3 span continuousbox girderbridgesonBScode.
All the bridgeswere curvedinplan&havingspanlengthsupto84m. Analysismodels
were developedonMIDASCivil.BD-37/01was referredforthe bridge loading.
 Category-IIIcheckingof Aspire Bridge (NewDoha Zoo), Qatar
Aspire bridge aimsto provide aconnectivityb/w Aspire Park&VillagioMall overAl-Waab
Road.The bridge hasbicycle lane,tramlane,pedestrianlane &elephantwalkway.Itisa
2 spanmulti-cellbox girderbridge havingavaryingwidthof 57m to 80m approx.Spans
were measured60m& 56m at the centerline of the bridge.Analysismodelwas
developedonMIDASCivil. BD-37/01was referredforthe bridge loading.
 FountainChowk Flyover,Lahore
It’san 8 span bridge withstraight&curvedsegments.The straightspansare of 30m
length& are simplysupportedprecasttwinbox girders;howeverthe curvedportionisa
4 spancontinuousCIPbox girder witha max 42m span.The carriagewaywidthis7.6m &
the radiusis 64m approx.Analysismodelswere developedonMIDASCivil.WestPakistan
HighwayCode isreferredfor bridge loading&AASHTOLRFDis used forthe design
purpose.
 RestrengtheningofThatta Sujawal Bridge through External Prestressing
Thatta Sujawal Bridge isapproximately980mlong.The structural systemcomprisesof
articulatedI-girderssupportedongirdersthatare cantileveredoutfromthe pier.Due to
cracks formation& excessive saggingof the bridge itwasdecidedtorestrengthenit
throughexternal prestressing.A complete 3Dmodel wasdevelopedonMIDASforthe
CONTACT
OBJECTIVE
WORK
EXPERIENCE

2. SYED FAHAD HUSSAIN – B.E.(Civil), M.E.(Structures)
accurate analysisof the system. WestPakistanHighwayCode isreferredforbridge
loading.
 Vettingof ‘C70’ Rawdhat Residential Building,AbuDhabi
RawdhatResidentialBuildingsare locatedinAbuDhabi,UAE andis part of “Rawdhat”
Development. The projectisconsistsof twomodernbuildings. The towerscomprisedof
3 basements&10 floorsinall.Buildingframe systemwasadopted withshearwalls&
columns.A 3D model isdevelopedonETABSfor the designingof beams,columns&shear
walls,while the foundationdesignisdone onSAFE12.UBC-97 & ACI-318-08 are followed
for the loading&designpurpose.
 UBL Regional Office Building,Lahore
The proposed project‘UBL regional headoffice islocatedatGulberg,Lahore. The
proposedbuildingsconsistsof two(02) Basements+lowerground+ groundfloor+ 6
typical floor+ Roof + UpperRoof. The slabsystemisflatslabwithperipherybeams. A 3D
model is developedonETABS& all the necessaryloadsare appliedinit. Slab&
foundationdesignisdone onSAFE12.UBC-97 & ACI-318-08 are followedforthe loading
& designpurpose.
 The Arkadians (Designingof Tower-M),Karachi
The Arkadiansisstatedas Pakistan’stallestresidential project. Amongst13residential
towers,Tower-Mis24 storeyhigh.Buildingframe system isadoptedwithshearwalls&
columns.Slabsystemis flatplate.Pile foundationisusedtosupportthe loadof the
tower.Analysis model is developedonETABS.The slab& foundationdesignisdone on
SAFE12.
 The Arkadians (Vettingof Tower-A),Karachi
Tower-A is34 storeyhigh. Buildingframe system isadoptedwithshearwalls&columns.
Slabsystemis flatplate.Pile foundationisusedtosupportthe loadof the tower. The job
was to vetthe designof thistowerinaccordance withACI & UBC Code.
 Bateen Marina, Abu Dhabi
Designingof keywallsforthe berthingof speedboatsin-frontof MarinaClub. Due to
greaterheightsof keywalls,pilefoundationsystemwasprovidedin ordertomake the
systemstable.
A.A. Associates Feb2011 – Nov 2013
JuniorDesign Engineer
PROJECTS:
 Reinstatementofexistingroad at SAS-AL-NAKHL,Abu Dhabi
Initiallythe superstructure of the bridge wasdesignedasa box sectionwithmultiple cells
but laterondue to some site constraintsitwas convertedtoAASHTOI-Girder.The final
scheme wasto design&detail a highlyskewed,4spanlive loadcontinuous bridge&to
submita detaileddesignreportinaccordance withADMstandards.A full scale 3D model
of the complete bridge wasdevelopedonSAP2000 in orderto capture the effectof high
skew.

3. SYED FAHAD HUSSAIN – B.E.(Civil), M.E.(Structures)
 Constructionof OverheadBridge CrossingRailway at Pano Aqil City
A majorU-curve flyovercomprisingaround21spans of mainbridge & 9 spansof ramp.
PosttensionedsimplysupportedI-girderswere usedforsupportingthe bridge deck. The
analysismodelsweredevelopedonSAP2000 & the code followedwasAASHTO LRFD
2007.
 Constructionof Sariab Road Flyover,Quetta
A 483.55m longand 20.10m wide flyoverwith9.3mwide dual carriagewaycrossingthe
railwaytrack andconnectsZarghoonRoad withSariabRoad inQuetta.The flyoveris
curvedinplan & contains2 ramp segments. Posttensioned simplysupported I-girders
were usedforsupportingthe bridge deck.The analysismodels weredevelopedon
SAP2000 & the code followedwasAASHTOLRFD2007.
Variousbuildingprojectsincluding,
 Soorty SpinningDivision,Karachi
Mill building,PowerHouse &G+4 Bachelor’sBarrack.
 Rajby Textiles,Karachi
A large scale EffluentTreatmentPlantwith2conical tanks.
 Reliance Cotton Mill,Karachi
Mill Building.
 Residence forKhwaja Abdul Majid Rahman, Islamabad
(B+G+2 Storey) 800 Sq yd.Bungalow.
M.Engg (Structures) Aug 2011 – Dec 2013
NED Universityof Engineering&Technology
Got 3.72 CGPA
B.E. (Civil) Jan 2007 –Dec 2010
NED Universityof Engineering&Technology
Secured2nd
positioninthe departmentwithanaggregate 82.7% marks
COMPUTER LITERACY
 MIDAS CIVIL
 ETABS
 SAP2000
 SAFE12
 AUTOCAD
 Adobe AcrobatProfessional
 MS EXCEL (Developed variousspreadsheetsusingadvancedformula&option)
EDUCATION
OTHER SKILLS

4. SYED FAHAD HUSSAIN – B.E.(Civil), M.E.(Structures)
KNOWLEDGE OF ENGINEERING CODES
 BS 5400
 ACI-318
 UBC-97
 AASHTOLRFD 2007
Analysis&designof superstructure of box girderbridge bydifferentmethods.The scope of
the projectwas to analyze,design&to compare the resultsof line beamanalysis&of 3D
modeling.SAP2000 was usedforthe modelingpurpose &the code followedwasAASHTO
LRFD 2007.
Soccer,Table Tennis& PC games.
Available onrequest
 Father’sName: SyedZakirHussain
 Date of Birth: October22, 1988
 CNICNo: 42401-9316745-9
 Marital Status: Single
 Nationality: Pakistani
 Religion: Islam(Sunni Muslim)
FINAL YEAR
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