资源描述:
《造价员继续教育考试 答案(cost clerk continuing education examination answer)》由会员上传分享,免费在线阅读,更多相关内容在教育资源-天天文库。
1、造价员继续教育考试4+答案(CostClerkcontinuingeducationexamination4+answer)Examinationquestionsonnetworkcontinuingeducationexaminationforcostemployeesin2011(TuJian)Tip:lengthofexamination(50minutes)remainingtime(0hours,48minutes,10seconds):pleasedonotclosethewindowandre
2、freshthepageduringtheexam!(thesystemautomaticallysavestheanswerevery10minutes)Radioquestion(40),1pointsforeachquestion,40points(1)ontheblocksurfacelayerwallengineeringcalculation,thefollowingstatementisnottrue().A:accordingtothefiguresize,withthecalculation
3、ofsolidarea,B:doesnotdeducttheareawithintheholeof0.1m2C:doesnotdeducttheareaoftheholewithin0.3m2,andtheD:pileandthewallcolumnaremergedintothewallcalculation(2)accordingtothecalculationofsteelwindow().A:windowandwindowframeperipheralareaB:areaC:peripheralare
4、aofD:framewindow(3)intheration,thethicknessofthebindinglayerofmarbleonthegrounddrymortaris().A:1cmB:2cmC:3cmD:4cm(4)planebalconyrailingplastering,()calculation.A:distinguishbetweeninternalandexternalwalls,incorporatethecorrespondingwallengineeringvolumecalc
5、ulation.B:accordingtointernalandexternalwallwallplasteringcorrespondingquotaproject,artificialmultipliedcoefficient1.2,otherunchanged.C:theverticalprojectionareamultipliedbyfactor2.2iscalculatedinsquaremeters.D:executedbywallpiecemealprojects.(5)pressplasti
6、cwindowtopress()computation.A:frameperimeterareaB:apertureareaC:D:Tangfanperipheralarea(6)theexcavationbottomarea(Earthworks)A:SM2B:S,20m2=20C:S>30M2D:S<30M2(7)thelevelofbudgetquotais()A:averageadvancedlevelB:socialaverageC:advancedlevelofanenterpriseD:aver
7、agelevelofanenterprise(8)theheightoftheexteriorwallofthebrickmasonryisequaltoA:wallcenterline,roofpanelbottom,B:reinforcedconcreteslabbottomsurfaceD:reinforcedconcreteslabsonC:reinforcedconcreteslabswith100mmatthebottom(9)whencalculatingthefloorarea,thefoll
8、owingareasarenotcalculated.A:escalator,B:indoorstaircaseC:elevatorroomD:totakeadvantageofthedevicelayer(10)thecalculationofthevolumeofthefullspanfoundationwithbeamsis().A:V=V,bottom+Vcolumn,B:V=Vbottom