HPC Placement Paper Civil Engineering 30253

4/20/2015 HPCPlacementPaperCivilEngineering30253

http://placement.freshersworld.com/placementpapers/HindustanPaperCorpLtdHPC/PlacementPaperCivilEngineering30253 1/11

Register | Login

Home >HPC >

SilicafumeMicrosilicabestsilicafumebestmicrosilica

HPCPlacementPaper:30253

Views:780Rating:

1studentsfoundsimilarpaperinexam

Share

PaperType:CivilEngineeringPostedBy:AdminUpdatedDate:Jun25,2013

HPCCivilEngineeringplacementpaperQuestionandanswers

HindustanPaperCorporationLtd HPC Technical Cadre Civil Engineering ObjectiveTypeQuestionswithanswerslatestcompanyprofile,HPClatestselectionprocedure,HPCAtAGlance,HPCfreesolvedsampleplacementpapers,HPCpreviousyearssolvedquestionpapers,HPCmodelquestionsforpractice

1.Concreteisstrongin(a)Compression(Ans)(b)Tension(c)Buckling2.Ontensionstoneconcretehas(a)Morestrength(b)Zerostrength(Ans)(c)Mediumstrength3.Inconcretecementisadded(a)Totakeheavyloads(b)Toincreasethevolumeofconcrete(c)Toactasabindingmaterial(Ans)4.Inanordinaryportlandcement,thecompositionoflimeis(a)50%(b)63%(Ans)(c)21%5.Forordinaryportlandcementthefinenessshouldnotbelessthan(a)50,000mm2/g(b)20,000mm2/g(c)225,000mm2/g(Ans)6.Incementfinenesstestthepercentageofresidueshouldnotexceed(a)20%ofgoodcement(b)10ofgoodcement(Ans)(c)25.5ofgoodcement7.Soundnessofcementisdefinedby(a)theamountofexpansionofthecementpaste(Ans)(b)theamountofcontractionofthecementpaste(c)thesoundproducedwhileplacingtheconcrete8.Theapparatususedtofindnormalconsistencyofcementis(a)LeChatlierapparatus(b)Vicatplungerapparatus(Ans)(c)Rankinesapparatus9.Lowerthenormalconsistencyvalue,(a)Lowerwillbethestrengthofconcrete(b)Mediumwillbethestrengthofconcrete(c)Higherwillbethestrengthofconcrete(Ans)10.Thesizeofvicatneedle,usedtoconductsettingofcementis(a)10mmdia(b)1mmSquare(Ans)

0Like

MostviewedpapersofHPC

Category:ChemicalEngineeringHPC4140views,ViewPaper

HPCchemicalenggquestion

Category:CivilEngineeringHPC1620views,ViewPaper

HPCQuestionPaper

Category:QuestionPaperHPC6447views,ViewPaper

HPCCSquestionpaper

Category:QuestionPaperHPC5378views,ViewPaper

HPCelectricalenggquestionswithanswers

ViewAll

MostViewedPracticeTests

Level1QuantitativepracticeTest6 paid30questions30min7220studentstaken

TCSPlacementPaper free35questions80min14998studentstaken

WiproPlacementPaper free50questions60min4769studentstaken

Cognizant(CTS)PlacementPaper free55questions60min7631studentstaken

EmployabilityAssessmentTest free25questions25min4698studentstaken

PlacementPapers AptitudePreparation InterviewPreparation GeneralKnowledge OnlineTest BuyNow



(c)3mmSquare11.Fineaggregatesaretheaggregateshavingthesizelessthan:(a)5mm(b)4.75mm(Ans)(c)3.50mm12.Inconcretethematerialusedasafineaggregateis(a)cement(b)sand(Ans)(c)jelly13.Inconcretethefineaggregatesisusedto(a)Fillupthevoidsincement(b)Fillupthevoidsincoarseaggregate(Ans)(c)Fillupthevoidsinsand14.Inconcrete,coarseaggregateismainlyusedfor(a)providingbulktotheconcrete(Ans)(b)increasingthevolumeofconcrete(c)eliminatingbulktotheconcrete15.ForR.C.C.1:2:4,thesizeofbrokenstoneusedis(a)25mm(b)20mm(Ans)(c)Lessthan20mm16.ForplainC.C.1:4:8,thesizeofbrokenstoneusedis(a)40mm(Ans)(b)below40mm(c)20mm17.Inconcrete,steelisusedto(a)Takeupthebucklingstrength(b)Takeupthecompressionstrength(c)TakeuptheTensilestrength(Ans)18.Mildsteelhavingacarboncontentof(a)Lowcarbonsteel(Ans)(b)Mediumcarbonsteel(c)Highcarbonsteel19.Mildsteelhavingacarboncontentof(a)25%(b)0.25%(Ans)(c)0.5%20.Thecarboncontentinthesteelshouldnotexceed(a)0.5%(b)0.8%(c)0.3%(Ans)21.Highcarbonsteelisasteelhavingacarboncontentof(a)Morethan0.50%(Ans)(b)Morethan50%(c)Lessthan0.50%22.InconcretegradeM15"M"indicates(a)Mortar(b)Mix(Ans)(c)Mildsteel23.InconcretegradeM15"15"indicates(a)Characteristicstrengthof75mmsizeconcretecubeafter7dayscuringinN/mm2(b)Characteristicstrengthof10mmsizeconcretecubeafter22dayscuringinN/mm2(c)Characteristicstrengthof150mmsizeconcretecubeafter28dayscuringinN/mm2(Ans)24.Workabilityofconcreteistermedas(a)theeaseofworkwithwhichtheconcretecanbemixed,placedinpositionandcompacted(Ans)(b)thelifeofconcreteafterplacing(c)themaximumloadtakenbytheconcrete25.Goodworkabilityisobtainedby(a)Addingmorecement(b)Addingmorewater(Ans)(c)Addinglesswater26.But,whichreduces(a)Weaknessofconcrete(b)Lifeofconcrete(c)Strengthofconcrete(Ans)



27.Whencomparedtomachinemixing,handmixingisnotpreferablebecausehandmixingrequires(a)Morecement(Ans)(b)Moreskill(c)MoreLabours28.ModularratioistheratiobetweentheYoung'smodulusof:(a)sandandsteel(b)steelandconcrete(Ans)(c)steelandcement29.Modularratioisobtainedbyusingtheformula(a)m=250/3scbc(b)m=280/5scbc(c)m=280/3scbc(Ans)30.ForM15Gradeconcrete,thevalueofmodularratio'mis(a)13.3(b)18.7(Ans)(c)17.531.ForM20Gradeconcrete,thevalueofmodularratio'm'is(a)13.3(Ans)(b)18.7(c)17.532.Shrinkageofconcretedevelops(a)spallinginconcrete(b)bendsinconcrete(c)cracksinconcrete(Ans)33.Thetotalmethods,usedtodesignR.C.C.membersare(a)Threemethods(Ans)(b)Fivemethods(c)Twomethods34.TheconventionalmethodandmostlyadoptedinR.C.C.StructuresDesignis(a)Workingstressmethod(Ans)(b)Limitstatemethod(c)Methodbasedonexperimentalinvestigation35.Onworkingstressmethod,adoptedfactorofsafetyforconcreteis(a)0.5to1(b)3to4(Ans)(c)1.8to236.Inworkingstressmethod,adoptedfactorofsafetyforsteelis(a)0.5to1(b)3to4(c)1.8to2(Ans)37.scbcindicates(a)permissiblestressinconcreteinbendingcompression(Ans)(b)permissiblestressinsteelinbendingcompression(c)Noneoftheabove38.Curingofconcreteisdone,to(a)keepthemoisturecontentinsidetheconcreteasitis(Ans)(b)removethemoisturecontentinsidetheconcrete(c)increasetheworkabilityofconcrete39.Anyconcreteattains100%strengthonlyafter(a)28dayscuring(b)24dayscuring(c)Oneyear(Ans)40.Thetestconductedforidentifyingthemixofconcreteis(a)slumptest(b)cubetest(Ans)(c)compactingfactortest41.Inconcretecubetest,thestandardsizeofcubeis(a)15cmx15cmx15cm(Ans)(b)10cmx10cmx10cm(c)25cmx25cmx25cm42.W.C.ratioistheratiobetween(a)waterandconcrete(b)waterandcement(Ans)(c)workabilityandconcrete



43.Thewetdensityofconcretemixis(a)24,000kg/m3(b)25,000kg/m3(c)2,400kg/m3(Ans)44.For1:2:4mixconcretetheamountofcementaddedis(a)310kg/m3(b)663kg/m3(c)290kg/m3(Ans)45.WhenthecharacteristicstrengthisspecifiedtheKfactoris(a)1.00(b)1.64(Ans)(c)2.0046.Whichofthefollowingslumpswouldbemostcommonlyapplicableforpumpedconcrete?(a)50mm(b)100mm(c)75mm(Ans)47.Athrowcompactionofconcreteisobtainedonlybyusing(a)Mixers(b)Vibrators(Ans)(c)CompactingRods48.Precastconcretesarecompactedwellbyusing(a)Surfacevibrators(b)Needlevibrators(c)VibratingTables(Ans)49.ForBeams,thecompactionofconcreteisdoneby(a)Needlevibrators(b)Surfacevibrators(Ans)(c)VibratingTables50.Dryleanconcretebasestoroadsetccanbecompactedby(a)vibratingrollers(Ans)(b)immersionvibrators(c)beamvibrators51.Thesuitableslump forconcrete that is tobevibratedwithan immersionvibratorwouldusually in therangeof(a)025mm(b)2550mm(Ans)(c)5075mm52.Ifalightlyrustedloadofbarsarrivedonsite,wouldyou(a)returnittothesupplier(b)coatitwitharustinhibitor(c)useitasitis(Ans)53.Inverycoldconditionsaslabwouldbestbeprotectedby(a)Drysand(b)Dampsand(c)Drymineralwoolquilts(Ans)54.Inaconstructionjoint,acompressiblematerialisneededfor(a)Horizontalconstructionjoint(b)Contractionjoint(c)Expansionjoint(Ans)55.Inaroadslabtherewillbe,(a)Moreexpansionjointsthancontractionjoints(b)Morecontractionjointsthanexpansionjoints(Ans)(c)Moreconstructionjointsthanexpansionjoints56.Aconstructionjointinabeamshouldbelocated(a)Awayfromthepositionofmaximumbendingstress(b)Withinthemiddlethirdofthespan(Ans)(c)Closetoacolumn57.Abeamisdefinedasa(a)Structuralmembersubjectedtotransverseloading(Ans)(b)Structuralmembersubjectedtodirectcompression(c)Structuralmembersubjectedtodirecttension.58.When theareaofsteelprovided inasection is less than that is required forabalancedsection, it iscalled(a)Balancedsection(b)Overreinforcedsection(c)Underreinforcedsection(Ans)



59.Whentheareaofsteelprovided inasection ismorethanthat isrequiredforabalancedsection, it iscalled(a)Balancedsection(b)Overreinforcedsection(Ans)(c)Underreinforcedsection60.Leverarm"z"iscalculatedbyusingtheformula,(a)dx/3(Ans)(b)dx(c)m(dx/3)61.ByusingconcretegradeM15andmildsteelthenvalueof"z"is(a)0.867d(Ans)(b)0.900d(c)0.810d62.ByusingconcretegradeM15andsteelGradeFe415,thevalueof"z"is(a)0.867d(b)0.904d(Ans)(c)0.810d63.ByusingconcretegradeM20andmildsteelthevalueof"z"is(a)0.867d(Ans)(b)0.904d(c)0.280d64.ByusingconcretegradeM20andFe415steelthevalueof"z"is(a)0.867d(b)0.904d(Ans)(c)0.280d65.sstisdefinedas(a)Thepermissiblestressofsteelintension(Ans)(b)Thepermissiblestressofsteelintorque(c)Thepermissiblestressofsteelintwist66.ThevalueofsstforFe415steelis(a)140N/mm2(b)230N/mm2(Ans)(c)260N/mm267.ThevalueofsstforMildsteelis(a)140N/mm2(Ans)(b)230N/mm2(c)260N/mm268.ThevalueofscbcforM15gradeconcreteis(a)5N/mm2(Ans)(b)3N/mm2(c)7N/mm269.ThevalueofscbcforM20gradeconcreteis(a)5N/mm2(b)3N/mm2(c)7N/mm2(Ans)70.ByusingM20gradeconcreteandFe415steelthevalueof"R"is(a)0.867(b)0.653(c)0.914(Ans)71.InasinglyreinforcedbeamifANAislessthanCNA,itiscalled(a)overreinforcedbeam(b)underreinforcedbeam(Ans)(c)balancedbeam72.InasinglyreinforcedbeamifANAislessthanCNA,itiscalled(a)underreinforcedbeam(b)overreinforcedbeam(Ans)(c)balancedbeam73.Theminimumclearcoveradoptedforthebeamsis(a)25mm(Ans)(b)15mm(c)40mm74.Theminimumclearcoveradoptedfortheslabsis(a)25mm



(b)15mm(Ans)(c)40mm75. Theminimumclearcoveradoptedforcolumnis(a)25mm(b)15mm(c)40mm(Ans)76. Inasimplysupportedbeam,theBendingmomentismaximum(a)atthesupports(b)atthecentre(Ans)(c)atdistance1/8thoftheeffectivespan77.Inacantileverbeam,theshearforceismaximum(a)atthefreeend(b)atthefixedend(Ans)(c)attheDistanceEffectivespan/578.Inacantileverbeam,theshearforceiszero:(a)atthefreeend(Ans)(b)atthefixedend(c)atDistanceEffectivespan/579.Inacontinuousbeam,thepositiveBMwilloccurat:(a)Midspanofthebeam(Ans)(b)Supportsofthebeam(c)Sectionnearthemiddleofendspan80.Inacontinuousbeam,theHoggingBMwilloccurat(a)Midspanofthebeam(b)Supportsofthebeam(Ans)(c)SectionnearthemiddleofendspanNote:PositiveBM=SaggingBMandNegativeBM=HoggingBM81. If thedepthof thebeamis restrictedand thecompressivestress inconcreteexceeds thepermissiblevalue,wehavetogofor(a)Doublyreinforcedrectangularbeam(b)"T"Beam(Ans)(c)"L"Beam83.Inabeamtheshearreinforcementsare:(a)Mainreinforcements(b)Distributors(c)stirrups(Ans)84.Thenominalshearstressisindicatedby:(a)Tc(b)Tv(Ans)(c)sc85.OnewayRCslabisdefinedas,aslab:(a)supportedalonganytwooppositeedges(b)supportedalonganytwosameedges(c)supportedonfouredges86.Inonewayslabthemainreinforcementsareprovidedalong:(a)Longerspan(b)Shorterspan(Ans)(c)Onbothspans87.Inaslab,themaximumspacingofmainreinforcementsshouldnotexceed,(a)3dor450mm(Ans)(b)5dor450mm(c)0.75dor450mm88.Inaslab,themaximumspacingofDistributorsshouldnotexceed,(a)3dor450mm(b)5dor450mm(Ans)(c)0.75dor450mm89.Inacantileverbeam,thereinforcementsarecurtailedatadistance(a)l/2fromthesupport(b)l/5fromthesupport(c)l/2or45whicheverisgreaterfromthesupport(Ans)90.Inaslab,ifthelength,breadthratioismorethan'2'theslabistobedesignedasa:(a)onewayslab(Ans)(b)twowayslab(c)continuousslab



91.Inaslab,ifthelength,breadthratioislessthan'2'theslabistobedesignedasa:(a)onewayslab(b)twowayslab(Ans)(c)continuousslab92.Inatwowayslab,ifthecornersarepreventedfromlifting,thattypeoftwowayslabiscalled(a)Simplysupportedslab(b)Restrainedslab(Ans)(c)Fixedslab93.TheBasicvalueofsimplysupportedslabis(a)20(Ans)(b)7(c)2694.TheBasicvalueofcantileverslabis(a)20(b)7(Ans)(c)2695. TheBasicvalueofcontinuousslabis(a)20(b)7(c)26(Ans)96. ThevalueofModificationfactorforM15andmildsteelis(a)1.620(Ans)(b)1.400(c)1.41to1.2297. ThevalueofModificationfactorforM15andFe415is(a)1.620(b)1.400(Ans)(c)1.41to1.298.Inaslab,thereinforcementoneithersideshouldnotbelessthan(a)0.12%ofthetotalcrosssectionalareaincaseofFe415(Ans)(b)0.15%ofthetotalcrosssectionalareaincaseofmildsteel(c)Noneoftheabove99.Inonewayslab,thediameterofthereinforcingbarsshouldnotexceed,(a)1/8ofthetotalthicknessofslab(Ans)(b)1/5ofthetotalthicknessofslab(c)1/12ofthetotalthicknessofslab100.Torsionalreinforcementsareprovidedatthecornersof(a)onewayslab(b)simplysupportedtwowayslab(c)Restrainedtwowayslab(Ans)101.UnequalsettlementofMasonryusuallyoccursduetothe(a)Loosesoilinthefoundation(b)Shrinkageandcompressibilityofmortarjointss(Ans)(c)Shrinkageoffoundation102.Bearingcapacityvalueforstiffclaysoilis(a)450KN/M2(Ans)(b)250KN/M2(c)150KN/M2103.Bearingcapacityvalueforblackcottonsoilsi(a)450KN/M2(b)250KN/M2(c)150KN/M2(Ans)104. Afoundationhavingitsdepthisequaltoorlessthanitsbreadth,isknownas(a)shallowfoundation(Ans)(b)deepfoundation(c)wellfoundation105.GrillageandRaftfoundationscomesunder(a)spreadfoundation(b)shallowfoundation(Ans)(c)deepfoundation106.Pilefoundationsandcaissonfoundationcomesunder(a)spreadfoundation(b)shallowfoundation(c)deepfoundation(Ans)



107.Theformulausedtodeterminetheminimumdepthofwallfooting,isarrivedby(a)Rankinesformula(Ans)(b)Terzaghisformula(c)Caissonsformula108.Whichtypeofthepileisusedtoconstructretainingwallsindocksandothermarineworks(a)Frictionpile(b)Sheetpile(Ans)(c)Compactionpile110.Stonechipbrokenofffromlargesizestoneduringdressingandshapingareknownas(a)Corbels(b)Jambs(c)Spalls(Ans)111.Jambsareknownas(a)Averticalsidesoftheopeningsofmasonry(Ans)(b)Stonechipsbrokenoffformlargesizestones(c)Bevelledtopsurfaceofthestone112. In stone masonry construction, the tools which are used in maintain the alignment of the work inprogressare:(a)Plumbruleandbob(b)Lineandpines(Ans)(c)SpiritLevel113.ThepermissibleloadsonRandomrubblemasonryis:(a)80KN/M2(b)550KN/M2(Ans)(c)1320KN/M2114.Abrickpieceusedtocreatebondinbrickworkisknownas:(a)stretcher(b)brickbat(c)closer(Ans)115.ABricklaidwithitslengthperpendiculartothefaceofthewallisknownas:(a)Header(Ans)(b)Stretcher(c)Kingcloser116.Apieceofbrickobtainedbycuttingacornerofthebrickjoininghalftheheaderandhalfthestretcherisknownas:(a)Kingcloser(Ans)(b)Queencloser(c)Bevelledcloser117.Apieceofbrickobtainedbycuttingabricklongitudinallyintotwoequalpartsisknownas:(a)Kingcloser(b)Queencloser(Ans)(c)Bevelledcloser118. A piece of brick obtained by cutting a triangular portion of the brick joining half the header and fullstretcherisknownas:(a)Kingcloser(b)Queencloser(c)Bevelledcloser(Ans)119.The interlockingarrangementofbricks,soas toavoid theoccurrenceofcontinuousvertical joints isknownas:(a)Lab(b)Closer(c)Bond(Ans)120.Thetypesofbondconsistsofheadersandstretchersisalternatecoursesisknownas:(a)Englishbond(Ans)(b)Flemishbond(c)Headerbond121.Thetypesofbondconsistsofalternateheaderandstretchercoursesareknownas:(a)Englishbond(b)Flemishbond(Ans)(c)Headerbond122.ThesafepermissibleloadonBrickMasonryinC.M.Iclassis:(a)400KN/M2(b)2000KN/M2(Ans)(c)1400KN/M2



123.Gunitingisaprocessof:(a)Brickwork(b)Dampproofing(Ans)(c)Atypeofstonemasonry124.InDampproofing,gunitingisamixtureof:(a)CementandDampproofingmaterialin1:3(b)Cementandaggregatein1:4(c)Cementandsandin1:3(Ans)125.Astructurewhichisconstructedtospanacrossopeningssuchasdoors,windowsetc.isknownas:(a)Arches(Ans)(b)Lintels(c)Sunshade126.Theinnercurveofanarchisknownas:(a)Voussoir(b)Extrodas(c)Introdas(Ans)127.Awedgeshapedunitatthecrownofanarchisknownas(a)Spandrill(b)Springer(c)Keystone(Ans)128.Inanarchthecrownisthe:(a)ThehighestpointinIntrodas(b)ThehighestpointinExtrodas(Ans)(c)ThelowestpointinIntrodas129.Thepurpose(main)ofprovidingdoorsinabuildingis:(a)Togivesafetytothehouse(b)TodecreasethevolumeofBrickwork(c)Toconnectthevariousinternalpartsofthebuilding(Ans)130.Thedoorshouldpreferablybelocated(a)nearthecorneroftheroom(Ans)(b)atthecentreoftheroom(c)nearthewindows131.Forevery30m3insidevolumeoftheroom,thereshouldbeatleastawindowopeningof:(a)0.5m2(b)1.0m2(Ans)(c)1.5m2132.Inaroomthetotalareaofthewindowopeningshouldbeatleast:(a)15%ofthefloorareaoftheroom(Ans)(b)5%ofthefloorareaoftheroom(c)25%ofthefloorareaoftheroom133.Indoorsandwindows,theverticaloutsidemembersofashutterareknownas:(a)Reveal(b)Sill(c)Style(Ans)134.Indoorsandwindows,theterm"Reveal",indicates:(a)Externaljambofadoor(Ans)(b)Internaljambofadoor(c)Tophorizontalmemberoftheframe135.Theverticalmember,employedtosubdivideawindoworadoorisknownas:(a)Sash(b)Horns(c)Mullion(Ans)136.Thetypeofwindowwhich isprovidedonthesloppingroot, toadmit lightandair toroomsundertheroofslabisknownas:(a)Baywindow(b)Dormerwindow(Ans)(c)Skylight137.Indoorsandwindows,thetwoleavescabbefoldedbacktobackwiththeuseof:(a)CounterflabHinges(Ans)(b)GarnetHinges(c)ButHinges138.Theuppermostpartofabuilding,whichgivesprotectiontothebuildingagainstrain,sun,windetc.isknownas(a)Ceiling(b)Parapetwall



(c)Roof(Ans)139.Aroofwithaslopeoneithersideisknownas:(a)Pitchedroof(b)Gabledroof(Ans)(c)Hippedroof140.Aroof,whichishavingslopeonallthefoursidesisknownas(a)Pitchedroof(b)Gabledroof(c)Hippedroof(Ans)141.Theapexlineofthesloppingroofformedbytheintersectionofinclinedsurfacesofroofisknownas:(a)Ridgeline(Ans)(b)Rafterline(c)Jackline142.Anyrafterswhichareshorterthanthecommonraftersarecalledas:(a)Battens(b)Ridgerafter(c)Jackrafter(Ans)143.Inarooftheterm"valley"isknownas:(a)Theintersectionoftwoinclinedsurfaces(b)Thereverseofahip(Ans)(c)Theapexlineofthecurvedroof144.Whentheroofspanislarge,themembersprovidedtosupportthecommonraftersareknownas:(a)BargeBoards(b)Purlins(Ans)(c)Eaves145.Thelongwoodenmemberswhichareembeddedinmasonryontopofpillarsnearlyatthecentreftheirthicknessisknownas:(a)Bressumer(Ans)(b)Wallplate(c)Purlin146.Thelongwoodenmemberwhichareembeddedontopofwallisknownas:(a)Bressumer(b)Wallplate(Ans)(c)Purlin147.Leantoroofisatypeof:(a)Pitchedroofs(Ans)(b)Hippedroofs(c)Gabledroofs148.Whentheroomspanismorethan5.5mweshouldgofor:(andwhentherearenoinsidesupportingwallsforpurlins)(a)Doubleroof(b)Collarbeamroof(c)Trussedroof(Ans)149.Akingpostrooftrussissuitablewhenthespanvaryingfrom:(a)5to8m(Ans)(b)3to4m(c)10to15m150.TheunsupportedoverhangoftheA.C.sheetsattheEavesshouldnotbemorethan:(a)30cm(Ans)(b)45cm(c)60cm150.InthefixingofA.C.sheetstheterm"Mitre"isknownas(a)Toppointoftherooftowardstheridge(b)Acutmadetoavoidgapswhere4sheetsmeetatalap(Ans)(c)UnsupportedoverhangA.C.sheetFoundthesimilarpaperinrecruitment?: Yes No

PreviousPapers NextPapersHindustanPaperCorpLtdHPCPlacementP... HindustanPaperCorpLtdHPCPlacementP...

HPCPlacementPapers

YoumightalsobeinterestedinHoloolPlacementPapersHoneywellPlacementPapersHPPlacementPapers



Jobs

JOBSBYCATEGORY

IT/SoftwareJobsCoreTechnicalJobsGovernmentSectorJobsDefenceJobsResearchJobsBPOJobsBankJobsDreamJobs>5lpaWalkinsJobsManpowerConsultantsTeachingJobs13YearsExp.Jobs

ArchivedJobJobResultsJobsbyCompanyJobsbyBranchesJobsbyRolesJobsbySkillsInternshipsScholarshipsSuccessStories

JOBSBYCOURSES

BE/B.TechJobsMCAJobsMBA/PGDMJobsME/M.TechJobsM.ScJobsB.ComJobsBBA/BBMJobsBCAJobsB.ScJobsDiplomaJobsJOBSBYCITIES

JobsinAhmedabadJobsinBangaloreJobsinChennaiJobsinDelhi/NCRJobsinHyderabadJobsinKolkataJobsinMumbaiJobsinPuneJobsinGurgaonJobsinNoida

PlacementPreparation

SAMPLEPLACEMENTPAPERS

PlacementPapersSelectionProcedureCompanyProfilesLatestPapersITCompaniesNonITCompaniesBankPapers

POWERPLACEMENT

PREPARATIONAptitudePreparationGeneralKnowledgeInterviewPreparationOnlineTestsITCompaniesPreparationGATEPreparationCATPreparationBankExamPreparationPSUCompaniesPreparation

GetinTouch

1429468256

AptitudeQuestionsandAnswers GeneralKnowledgeQuestions HRInterviewQuestions

CInterviewQuestions JavaInterviewQuestions C++InterviewQuestions

DBMSInterviewQuestions PHPInterviewQuestions NetworkingInterviewQuestions

Career&Courses

HIGHERSTUDIESININDIA

M.TechMBAMCATESTPREPARATION

GREGMATCAT/MATIELTS/TOEFLGATEDefenceCivilServicesSTUDIESABROAD

USAAustraliaUKNewZealandCanadaSingapore

TRAININGCOURSES

Java/J2EEPHP/MySQLSEO/WebDesigningAssemblyLanguageAndroidDevelopmentBlackBerryDevelopmentiPhoneDevelopmentMobileTestingWirelessTechnologyMicroSoft(MS)SQLMicrosoft(MS)AccessHTML/JavaSript/CSS/AjaxJoomla/Drupal/WordpressASPASP.NET/C#CC++

ListyourInstitutehere

CandidateServices

Freshersworld.com:TheNo.1JobsiteforFreshersinIndia

Freshersworld.com:TheNo.1JobsiteforFreshersinIndia.Getyourdreamjobwithus.TopMNCJobs&GovernmentJobsfromallaroundIndia.RegisterandgetfreejobalertsforGovt.JobsandotherSarkariNaukrijobseveryday!

AboutUs | Blog | FAQs | AdvertiseWithUs | RecruitmentSolutions | ContactUs

TermsofUse | PrivacyPolicy | Copyright | Sitemap 20002015Freshersworld.com

Documents

HPC Placement Paper Civil Engineering 30253