吉大《工程力学》在线作业一(kyrgyzstan engineering mechanics online homework)

吉大《工程力学》在线作业一(kyrgyzstan engineering mechanics online homework)

ID:15589360

大小:31.00 KB

页数:10页

时间:2018-08-04

吉大《工程力学》在线作业一(kyrgyzstan engineering mechanics online homework)_第1页
吉大《工程力学》在线作业一(kyrgyzstan engineering mechanics online homework)_第2页
吉大《工程力学》在线作业一(kyrgyzstan engineering mechanics online homework)_第3页
吉大《工程力学》在线作业一(kyrgyzstan engineering mechanics online homework)_第4页
吉大《工程力学》在线作业一(kyrgyzstan engineering mechanics online homework)_第5页
资源描述:

《吉大《工程力学》在线作业一(kyrgyzstan engineering mechanics online homework)》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、吉大《工程力学》在线作业一(KyrgyzstanEngineeringMechanicsonlinehomework)Kyrgyzstan"EngineeringMechanics"onlinehomeworkTotalscore:100testtime:-RadioexaminationJudgmentquestionRadioexaminationquestions(10questions,40points)1.themechanicalpropertiesoflowcarbonsteelaftercoldhardenin

2、ghavethefollowingchanges.A.yieldstressincreasesandelasticmodulusdecreasesB.yieldstressincreasesandtoughnessdecreasesTheC.yieldstressremainsunchangedandtheelasticmodulusremainsconstantTheD.yieldstressremainsunchangedandthetoughnessremainsunchangedFullmarks:42.theabil

3、ityofacomponenttoactunderexternalforceiscalledstability.A.doesnotbreakB.doesnotdeformC.keepstheoriginalbalanceD.staysstillFullmarks:43.therectangularsectionbeamissubjectedtobendingdeformation.Iftheheightofthecrosssectionofthebeamisdoubled,themaximumnormalstressinthe

4、beamisseveraltimesthatoftheoriginalbeam()A.1/2timesB.1/4C.1/8timesD.isnotsureFullmarks:44.threerigidplatesarejoinedby(or)threehinges22toformageometricinvariantsystem.A.collinearB.isnotcollinearC.virtualD.nonvirtualFullmarks:4Thedifferentialequationofdeflectioncurveo

5、f5.beamisestablishedunder()condition.ThedeformationofA.beamissmalldeformationB.materialobeysHooke'slawTheC.deflectioncurveisinthexoyplaneD.meetsA,B,CatthesametimeFullmarks:4Thedeflectionofthe6.beamis().Thedisplacementofaverticalpointalongtheaxisofabeamatanypointinth

6、ecrosssectionofaA.ThelineardisplacementofthecentroidoftheB.crosssectionalongtheverticalaxisofthebeamThelinedisplacementofthecenteroftheC.crosssectionalongthebeamaxisDisplacementofcentroidofD.crosssectionFullmarks:47.,theapplicablescopeofgeneralizedHooke'slawis().A.b

7、rittlematerialB.plasticmaterialC.anymaterialTheD.materialisisotropicandinalinearelasticrangeFullmarks:48.ofthefollowingconclusions,only()iscorrect.A.internalforceisthealgebraicsumofstressB.stressisthedistributiondegreeofinternalforce,andinternalforceistheresultantfo

8、rceofstressC.stressistheresultantforceofinternalforcesD.internalforcemustbegreaterthanstressFullmarks:49.theuniformityassumptionassumestha

当前文档最多预览五页,下载文档查看全文

此文档下载收益归作者所有

当前文档最多预览五页,下载文档查看全文
温馨提示:
1. 部分包含数学公式或PPT动画的文件,查看预览时可能会显示错乱或异常,文件下载后无此问题,请放心下载。
2. 本文档由用户上传,版权归属用户,天天文库负责整理代发布。如果您对本文档版权有争议请及时联系客服。
3. 下载前请仔细阅读文档内容,确认文档内容符合您的需求后进行下载,若出现内容与标题不符可向本站投诉处理。
4. 下载文档时可能由于网络波动等原因无法下载或下载错误,付费完成后未能成功下载的用户请联系客服处理。