2011二级建造师建筑工程管理实务模拟题（construction engineering management practice of 2011 grade two constructor）

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1、2011二级建造师建筑工程管理实务模拟题（Constructionengineeringmanagementpracticeof2011gradetwoconstructor）Grasswitheredeagleeyedisease,snowfinishedhorseshoelight.Thewallofreeds,top-heavyshallowfoundation;mountainbambooshoots,skinnedandhollowinside.Supporttheopinionswiths

2、ufficientgrounds,Itstandstoreason.Severalearlywarblersfightforthewarmtree,whosenewpeckingChunniyan.Thewindrainreadingsoundear,familyaffairsandtheworldareconcernedabouteverything.1.themainpurposeofstructuraldesignis(D).A.ensuresthatthestructureisbeautifu

3、lB.ensuresthatthestructureiseconomicalandreasonableC.ensurestheoverallstabilityofthestructuretobeconstructedD.ensuresthatthestructureissafeandapplicable2.safety,practicality,anddurabilityaresummarizedasstructural(C).A.reliabilityB.securitydegreeC.reliab

4、ilityP1D.Technology3.30mmdiametersteelrod,themaximumtensileforcecanbeF,thesamematerialdiameterof60mmsteelrod,whichcanwithstandthemaximumpullingforceis(D).A.FB.2FC.3FD.4FThecalculationlengthL0ofthe4.pressurebarisrelatedtothesupportingconditionofthepressu

5、rebar.Whentheendofthecolumnisfixedatoneend,thelengthofthecompressionbarisL0,andthelengthofthe(A)compressionbarisL.A.2LB.0.5LC.0.7LD.L5.thefollowingloaddoesnotvarywithtime(C).A.permanenteffectB.variableactionDynamiceffectofC.AccidentalactionofD.6.seawate

6、renvironmentbelongstotheenvironmentalcategoryofconcretestructure(D).A.environmentB.twotypesofenvironmentsC.fivetypesofenvironmentsD.fourtypesofenvironments7.thebiggestfactoraffectingthenormalsectionfailureofthebeamis(D).A.concretestrengthgradeB.crosssec

7、tionformC.loadformD.reinforcementratio8.theproperdesignofbuildings(B)canobviouslyreducetheheatconsumptionofheatingandachievethepurposeofenergysaving.A.increasesthewindowtowallratioB.reduceswindowtowallratioC.increasesairpermeabilityD.increasestheshapeco

8、efficient9.theairconditioningseatofthebuildingabove2.5M,theredroadlineshouldnotbelargerthan(A).A.0.5MB.1.0MC.2.5MD.3.0M10.themostimportantfactoraffectingtheworkabilityofconcretemixesis(C).A.sandratePropertiesofB.compositionmateri