PE Exam – Construction Questions and
Accurate Answers 100%
TypesAofALoadsA-
AAnswerADead,ALive,AConstruction,AEnvironmental,AandALateralAEarthAPressure
AvailableADesignAMethodsAforAConstructionALoadsA-AAnswerAAllowableAStressADesignA(ASD)
LoadAandAResistanceAFactorADesignA(LRFD)
BuildingATypeA&AConstructionAMethodA-AAnswerAResidential:ALightAwoodAstickAframing
Commercial:AWood,Asteel,AorAmasonry
High-riseAandAotherAcommercial:AheavyAsteelAframingAorAreinforcedAconcrete
Long-SpanABridges:AsteelAcables
WoodAFramingA-AAnswerAMostAcommonAwayAtoAbuildAhousesAinANA
SimplifiedABuildingAProcedureAforAWoodAHouseA-AAnswerA1.APlaceAconcreteAfoundation
2.APlaceAfirstAfloorAwalls
3.AConstructAwoodAplatformAtoAbuildAsecondAfloor
4.APlaceAsecondAfloorAwalls
5.APlaceAroofAonAtopAofA2ndAfloorAwalls
SteelAFramingA-AAnswerAMostAcommonAforAhigh-riseAandAcommercialAbuildings
SimilarAtoAwoodAbutAwithAlessAflexibility
HighAstrengthA&ArelativelyAlightAweight
ExpensiveAcomparedAtoAotherAmaterials
ConcreteAStructuresA-AAnswerAConcreteAsystemsAareAcommonlyAusedAinAhigh-rideAbuildings
MoreAresistantAtoAfireAthanAsteelAorAwood
LessAproneAtoAcorrosionAthanAsteelA(commonAforAUGAstructures)
,SimplifiedABuildingAProcedureAforAConcreteAStructuresA-
AAnswerA1.APrepareAconcreteAmixAdesign
2.APrepareAformwork
3.APourAsteelAreinforcement
4.APourAConcrete
5.AAllowAforAconcreteAcuringAprocess
6.ADisassembleAformwork
AdvantageAofAPrecastAConcreteA-AAnswerAHigherAqualityAfabricationAfromAcastingAoff-site
CanAaccelerateAconstructionAschedules
AAtwo-storyAmulti-
familyAresidentialAstructureAisAbeingAconstructionAinAaAhighAseismicAarea.AWhichAconstructio
nAtypeAisAmostAlikelyAtoAbeAused?A-AAnswerAWoodAFraming
(2-story,AlowAriseAresidential)A
"High-seismic"AisAaAdistractor
TemporaryAStructuresA-AAnswerAMayAbeAremovedAatAendAofAconstructionA(usually)
MayAbeAincorporatedAintoAtheAfinishedAstructure
ConcreteAformworkAisAaAcommonAexampleAofAtemporaryAstructure
DesignAConsiderationsAofAConcreteAformworkA-
AAnswerADeadALoad:AweightAofAfreshAconcreteAplusAformAselfAweight
LiveALoad:A50-75ApsfAdependingAonAequipmentAusedA(toApourAconcrete)
LateralApressureAexertedAbyAfreshAconcrete
TypicalAformworkAmaterialA-AAnswerA3/4"AplywoodAthatAisAcoatedAonAoneAside
TypesAofAconcreteAformworkA-AAnswerASlabAFormwork
BeamAFormwork
Column/WallAFormworkA(lookAatAphotos)
, EquationAforALateralAPressuresAofAConcreteA-AAnswerAACIA347R-14ATableA4.2.2.1a(a)
ProjectAManagementAProcessAGroupsA-AAnswerAInitiationA->APlanningA->AexecutingA-
>AControllingAandAmonitoringA(loopAbackAtoAplanning)A->Aclosing
Ex.AofAloopA(ValueAEngineering)
GanttAChartA-AAnswerASmallAtoAmid-sizeAprojects
ForecastA&AmanageAresourcesA(labor,Aequipment,Abudgets,Aetc)
Disadvantage:Adoesn'tAshowAallAtheAlinks/sequencing
CriticalAPathAMethodA(CPM)A-
AAnswerAProjectAmodelingAtechniqueAthatAidentifiesAtheAmostAcriticalAactivitiesAonAaAschedu
le
HelpsAmonitorAtheAassets,Aexpenses,AandAadvancementAofAtheAproject
ActivityAonANodeA(AON)AisAmostAcommon
PERTA-AAnswerAProgramAEvaluationAReviewATechniqueA(alsoAknownAasACPM)
FloatATimeA(slackAtime)A-
AAnswerAAmountAofAtimeAthatAanAactivitiesAcanAbeAdelayedAwithoutAaffectingAtheAoverallAs
cheduleA(appliesAtoAactivitiesAnotAonACP)
ApplyingAtheACPMA(steps)A-AAnswerA1.ASpecifyAeachAactivity
2.ASequenceAtheAactivities
3.ADrawAtheAnetworkAdiagram
4.AIdentifyAtheACP
5.AUpdateAtoAshowAprogress
AOAA(ActivityAonAArc)A
DefineADummyANodesA&ADummyAActivitiesA-
AAnswerADummyANode:AUsedAwhenA2AactivitiesAhaveAtheAsameAstartingAandAendingAevent
DummyAActivity:AHaveAnoAduration,AusedAtoApreventAanAactivityAfromAoccurringAinAmoreAth
anA2Aspot
Accurate Answers 100%
TypesAofALoadsA-
AAnswerADead,ALive,AConstruction,AEnvironmental,AandALateralAEarthAPressure
AvailableADesignAMethodsAforAConstructionALoadsA-AAnswerAAllowableAStressADesignA(ASD)
LoadAandAResistanceAFactorADesignA(LRFD)
BuildingATypeA&AConstructionAMethodA-AAnswerAResidential:ALightAwoodAstickAframing
Commercial:AWood,Asteel,AorAmasonry
High-riseAandAotherAcommercial:AheavyAsteelAframingAorAreinforcedAconcrete
Long-SpanABridges:AsteelAcables
WoodAFramingA-AAnswerAMostAcommonAwayAtoAbuildAhousesAinANA
SimplifiedABuildingAProcedureAforAWoodAHouseA-AAnswerA1.APlaceAconcreteAfoundation
2.APlaceAfirstAfloorAwalls
3.AConstructAwoodAplatformAtoAbuildAsecondAfloor
4.APlaceAsecondAfloorAwalls
5.APlaceAroofAonAtopAofA2ndAfloorAwalls
SteelAFramingA-AAnswerAMostAcommonAforAhigh-riseAandAcommercialAbuildings
SimilarAtoAwoodAbutAwithAlessAflexibility
HighAstrengthA&ArelativelyAlightAweight
ExpensiveAcomparedAtoAotherAmaterials
ConcreteAStructuresA-AAnswerAConcreteAsystemsAareAcommonlyAusedAinAhigh-rideAbuildings
MoreAresistantAtoAfireAthanAsteelAorAwood
LessAproneAtoAcorrosionAthanAsteelA(commonAforAUGAstructures)
,SimplifiedABuildingAProcedureAforAConcreteAStructuresA-
AAnswerA1.APrepareAconcreteAmixAdesign
2.APrepareAformwork
3.APourAsteelAreinforcement
4.APourAConcrete
5.AAllowAforAconcreteAcuringAprocess
6.ADisassembleAformwork
AdvantageAofAPrecastAConcreteA-AAnswerAHigherAqualityAfabricationAfromAcastingAoff-site
CanAaccelerateAconstructionAschedules
AAtwo-storyAmulti-
familyAresidentialAstructureAisAbeingAconstructionAinAaAhighAseismicAarea.AWhichAconstructio
nAtypeAisAmostAlikelyAtoAbeAused?A-AAnswerAWoodAFraming
(2-story,AlowAriseAresidential)A
"High-seismic"AisAaAdistractor
TemporaryAStructuresA-AAnswerAMayAbeAremovedAatAendAofAconstructionA(usually)
MayAbeAincorporatedAintoAtheAfinishedAstructure
ConcreteAformworkAisAaAcommonAexampleAofAtemporaryAstructure
DesignAConsiderationsAofAConcreteAformworkA-
AAnswerADeadALoad:AweightAofAfreshAconcreteAplusAformAselfAweight
LiveALoad:A50-75ApsfAdependingAonAequipmentAusedA(toApourAconcrete)
LateralApressureAexertedAbyAfreshAconcrete
TypicalAformworkAmaterialA-AAnswerA3/4"AplywoodAthatAisAcoatedAonAoneAside
TypesAofAconcreteAformworkA-AAnswerASlabAFormwork
BeamAFormwork
Column/WallAFormworkA(lookAatAphotos)
, EquationAforALateralAPressuresAofAConcreteA-AAnswerAACIA347R-14ATableA4.2.2.1a(a)
ProjectAManagementAProcessAGroupsA-AAnswerAInitiationA->APlanningA->AexecutingA-
>AControllingAandAmonitoringA(loopAbackAtoAplanning)A->Aclosing
Ex.AofAloopA(ValueAEngineering)
GanttAChartA-AAnswerASmallAtoAmid-sizeAprojects
ForecastA&AmanageAresourcesA(labor,Aequipment,Abudgets,Aetc)
Disadvantage:Adoesn'tAshowAallAtheAlinks/sequencing
CriticalAPathAMethodA(CPM)A-
AAnswerAProjectAmodelingAtechniqueAthatAidentifiesAtheAmostAcriticalAactivitiesAonAaAschedu
le
HelpsAmonitorAtheAassets,Aexpenses,AandAadvancementAofAtheAproject
ActivityAonANodeA(AON)AisAmostAcommon
PERTA-AAnswerAProgramAEvaluationAReviewATechniqueA(alsoAknownAasACPM)
FloatATimeA(slackAtime)A-
AAnswerAAmountAofAtimeAthatAanAactivitiesAcanAbeAdelayedAwithoutAaffectingAtheAoverallAs
cheduleA(appliesAtoAactivitiesAnotAonACP)
ApplyingAtheACPMA(steps)A-AAnswerA1.ASpecifyAeachAactivity
2.ASequenceAtheAactivities
3.ADrawAtheAnetworkAdiagram
4.AIdentifyAtheACP
5.AUpdateAtoAshowAprogress
AOAA(ActivityAonAArc)A
DefineADummyANodesA&ADummyAActivitiesA-
AAnswerADummyANode:AUsedAwhenA2AactivitiesAhaveAtheAsameAstartingAandAendingAevent
DummyAActivity:AHaveAnoAduration,AusedAtoApreventAanAactivityAfromAoccurringAinAmoreAth
anA2Aspot