造价员继续教育考试 答案(cost clerk continuing education examination answer)

造价员继续教育考试 答案(cost clerk continuing education examination answer)

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1、造价员继续教育考试4+答案(CostClerkcontinuingeducationexamination4+answer)Examinationquestionsonnetworkcontinuingeducationexaminationforcostemployeesin2011(TuJian)Tip:lengthofexamination(50minutes)remainingtime(0hours,48minutes,10seconds):pleasedonotclosethewindowandrefreshthepageduringtheexam!(th

2、esystemautomaticallysavestheanswerevery10minutes)Radioquestion(40),1pointsforeachquestion,40points(1)ontheblocksurfacelayerwallengineeringcalculation,thefollowingstatementisnottrue().A:accordingtothefiguresize,withthecalculationofsolidarea,B:doesnotdeducttheareawithintheholeof0.1m2C:do

3、esnotdeducttheareaoftheholewithin0.3m2,andtheD:pileandthewallcolumnaremergedintothewallcalculation(2)accordingtothecalculationofsteelwindow().A:windowandwindowframeperipheralareaB:areaC:peripheralareaofD:framewindow(3)intheration,thethicknessofthebindinglayerofmarbleonthegrounddrymorta

4、ris().A:1cmB:2cmC:3cmD:4cm(4)planebalconyrailingplastering,()calculation.A:distinguishbetweeninternalandexternalwalls,incorporatethecorrespondingwallengineeringvolumecalculation.B:accordingtointernalandexternalwallwallplasteringcorrespondingquotaproject,artificialmultipliedcoefficient1

5、.2,otherunchanged.C:theverticalprojectionareamultipliedbyfactor2.2iscalculatedinsquaremeters.D:executedbywallpiecemealprojects.(5)pressplasticwindowtopress()computation.A:frameperimeterareaB:apertureareaC:D:Tangfanperipheralarea(6)theexcavationbottomarea(Earthworks)A:SM2B:S,20m2=20C:S>

6、30M2D:S<30M2(7)thelevelofbudgetquotais()A:averageadvancedlevelB:socialaverageC:advancedlevelofanenterpriseD:averagelevelofanenterprise(8)theheightoftheexteriorwallofthebrickmasonryisequaltoA:wallcenterline,roofpanelbottom,B:reinforcedconcreteslabbottomsurfaceD:reinforcedconcreteslabson

7、C:reinforcedconcreteslabswith100mmatthebottom(9)whencalculatingthefloorarea,thefollowingareasarenotcalculated.A:escalator,B:indoorstaircaseC:elevatorroomD:totakeadvantageofthedevicelayer(10)thecalculationofthevolumeofthefullspanfoundationwithbeamsis().A:V=V,bottom+Vcolumn,B:V=Vbottom

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