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ID:41696291
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时间:2019-08-30
《土硕桥梁工程作业汇总桥梁工程作业汇总》由会员上传分享,免费在线阅读,更多相关内容在工程资料-天天文库。
1、土硕桥梁工程作业汇总-、朱平老师:1.上一次交的作业再认真做一遍,97页例题2-3-1,lo改成2米,计算最不利荷载;2.荷载横向分布系数计算,证明当各主梁惯性矩不相等时,偏心荷载对各主梁的总作用公式;3.主梁内力计算,107页例题2-3-5,计算2号主梁跨中截面、1/4截面的最大弯矩和最大剪力,以及支点截面最大剪力;4.横隔梁内力计算,111页例题2-3-7,求跨中横梁在1号和2号主梁之间截面的弯矩,靠近2号主梁处支座右截面的剪力,荷载等级为公里一II级;5.图如下Rk”-丄5"求3#主梁处,横梁弯矩影响线;3#、4#梁间,横梁弯矩影响线;1#主梁右侧,横梁剪
2、力影响线;2#主梁右侧,横梁剪力影响线;6.支座计算,这个大家都有拍照我就不详细写了。二、赵华老师作业作业一:视频可以到海飞和曹然那里拷1.Howtocutgiantpiecesofsteelfastwithincredibleprecisiontomakethegiantsteelpiecesfittogetherprecisely?2.OncethebridgedeckofMillaubridgewascreated,howtoputitinplace?3.Howtomakesure36000tonsofbridgedeck,whichispresseddo
3、wnthewedges,tobeabletoslideoveroneanothertoworkeffectively?4.Howtoconstructthetallestpiers(245m)everbuilttospecificpointtoaskywithammprecisionandtoendupintheexactlyrightplace?1.Howtomeasurethedistance?HowGPSworks?2.Whydoweusecablestaysinmetalstrands?Whyitisbetterthansteelchain?During
4、theoperationoftheMillauBridge,howtoreplacethemetalstrandswithoutthebridgefallingdown?3.HowtoovercomethetemperatureexpansionofsteelbridgedeckofMillauBrdigeatthestartingandtheending?4.HowtoovercomethetemperatureexpansionofsteelbridgedeckofMillauBridgeatpier?Andwhyitworkseffectively?5.H
5、owtoovercomethetemperatureexpansionofsteelbridgedeckofMillauBridgeatpier?Andwhyitworkseffectively?10・Challengequestion:Consideringtheseasonaltemperaturevariationandbrakingforceofvehicleload,givesomesuggestiontodeterminetheheightofsplitposition(giventheheightofpierH,thedimensionofpier
6、axb(longitudinalxtransverse)).Hint:Consideringthebendingmomentsatthebottomofpier,thebuckling(ortheverticalstability)ofthepier.Principle:Foracable-stayedbridgewithhighpiers,thepiersmusthavesufficientlongitudinalstiffnessandflexibilitytosatisfytherequirementoflongitudinaldeformationcau
7、sedbytemperatureload,concreteshrinkageandcreep,andbrakingforce.Thelowerpartwasdesignedtobeasinglepierwithsufficientlongitudinalstiffness,andtheupperpartwassplitintotwopartswithappropriateflexibility.作业二:1.Howmanytypesofbridgesarethereforthetimebeing?Describeindetailthespanrangeoftype
8、softhebridge
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