公铁两用江山大桥工程毕业设计斜拉桥设计

XX大学毕业设计(论文)PAGE38目录HYPERLINK\l"_Toc138076368"第一章绪论4HYPERLINK\l"_Toc138076369"第一节工程概况4HYPERLINK\l"_Toc138076370"第二节技术指标4HYPERLINK\l"_Toc138076371"一、公路正桥主要技术指标4HYPERLINK\l"_Toc138076372"二、铁路正桥主要技术指标4HYPERLINK\l"_Toc138076373"第三节斜拉桥方案5HYPERLINK\l"_Toc138076374"送一纱、差斜棍拉思桥贝概王况搬5HYPERLINK\l"_Toc138076375"至二黑、吓主浆桁暴5HYPERLINK\l"_Toc138076376"冒三希、逐铁冈路超桥田面惯系赠5HYPERLINK\l"_Toc138076377"呈四哗、驰公蜘路挎桥贷面汁系专5HYPERLINK\l"_Toc138076378"骆五车、忌主融塔划5HYPERLINK\l"_Toc138076379"深第迫二隙章泡斜惕拉哪桥捷主矩桁驶模刊型婆建铁立启6HYPERLINK\l"_Toc138076380"闯第耗一摘节傲建镇模研思资路艰7HYPERLINK\l"_Toc138076381"判第蛮二拔节蒙建升模恢过榨程焰7HYPERLINK\l"_Toc138076382"光一描、耽节握点裕编宾号筋7HYPERLINK\l"_Toc138076383"梦二删、糠节格点闪自哭由睁度枝7HYPERLINK\l"_Toc138076384"乒三次、葱同窜位欺移冲约幻束烟7HYPERLINK\l"_Toc138076385"扎四远、萌杆砖件爬单牵元周9HYPERLINK\l"_Toc138076386"找第乱三亚章顺恒惜载合及恩活与载深荷端载妇计摆算危1捎2HYPERLINK\l"_Toc138076387"宪第掀一镜节躲计壳算垒思讽路磨1程2HYPERLINK\l"_Toc138076388"茫第抢二如节驱公茫路律恒衰载律1霞2HYPERLINK\l"_Toc138076389"柿一阅、撞正杰交裂异猫性膊板屯处理1场2HYPERLINK\l"_Toc138076390"塞二污、骨混耻凝骡土锹结涉合码板不1千3HYPERLINK\l"_Toc138076391"时三层、检交雷接脏处鼠节仓点拐1皆3HYPERLINK\l"_Toc138076392"里第迎三坟节炒串铁锣路妄自捡重亏荷介载洁计潮算评1孩4HYPERLINK\l"_Toc138076393"灵一当、狸一铺级擦干环线亡铁舒路歇自骄重崖荷肆载部计弯算能1亭4HYPERLINK\l"_Toc138076395"推二椅、励客梯运维专软线涛铁君路段自升重自荷斥载悬计毛算丛1献4HYPERLINK\l"_Toc138076397"哄三桑、掩转栗化谢为却节孕点坛荷洪载北1讽5HYPERLINK\l"_Toc138076398"岂第振四妄节纱胀活框载牛荷凳载异计办算赤1瞎5HYPERLINK\l"_Toc138076399"亦一践、呢公她路奔活叉载座1虏5HYPERLINK\l"_Toc138076400"并二膏、饥铁够路悲活脏载克1桐6HYPERLINK\l"_Toc138076401"皮第鸽四法章南斜还拉疗索史初萝张宝力专确革定吹1高8HYPERLINK\l"_Toc138076402"愈第侮一矮节芹拉竞索锣初印张都力刘确舞定息思泉路冒1缘8HYPERLINK\l"_Toc138076403"宴第庸二祖节减丑拉惊索盲初宁张裙力鸦确妥定核1欲8HYPERLINK\l"_Toc138076404"麻一示、布恒影载液索穴力盖1娃8HYPERLINK\l"_Toc138076405"谋二失、典活颗载帽索合力机2逮0HYPERLINK\l"_Toc138076406"螺三劈、菠拉昂索喂初榴张毕力护2铁3HYPERLINK\l"_Toc138076408"毯第免五数章欺国斜丰拉亮桥字结业构博内宗力鸟分笨析倡2骆5HYPERLINK\l"_Toc138076409"纵第液一颗节朗恒务载相内额力传2贯5HYPERLINK\l"_Toc138076410"隐一匠、凶确导定幕控储制法断勉面巷2躁5HYPERLINK\l"_Toc138076411"若二槽、崇恒雕载凑作构用炉下积跨们中忠断或面饿内轮力故2变5HYPERLINK\l"_Toc138076413"猾三涌、佳恒剧载但作膛用兰下炉支愚座唐处抵断督面两内肥力羞2骂6HYPERLINK\l"_Toc138076415"绑第望二刃节耽公泊路亭桥匀面亿横犯向胸分闻布叨系昆数遣计列算唐2纳6HYPERLINK\l"_Toc138076416"视一包、侧汽洁车骡荷荷载宿横春向佛分剩布锅计走算构2灭6HYPERLINK\l"_Toc138076417"狂二蒸、轨求隐弹托性享支蹄承石的哲刚构度隶系贸数深2呈6HYPERLINK\l"_Toc138076418"飞三挺、止建桌立盛横芹梁央模然型耍2巩7HYPERLINK\l"_Toc138076419"伟四意、喜用智移辱动嚼荷乱载鞭法师求期影扫响辆线货2侮7HYPERLINK\l"_Toc138076420"胸五伙、炊确展定仓最他不翠利饥桁贱架伙2堵8HYPERLINK\l"_Toc138076421"防六增、鄙求箱中蜡桁重的陈横戒向舒分刻布同系拼数丝2发8HYPERLINK\l"_Toc138076422"就第慰三叔节仙公便路走桥刊面炕横谈向载分肾布厘系龟数此计盾算再2帐9HYPERLINK\l"_Toc138076423"监一必、扁计专算宵方重法恒2颠9HYPERLINK\l"_Toc138076425"箱二黄、溜求浑横完向悠分杏布闹系残数晃2超9HYPERLINK\l"_Toc138076426"拉三灯、史确仍定挪最扁不冻利雪桁厌架剃3语0HYPERLINK\l"_Toc138076427"夜第格四严节恒活故载枝内赢力印分美析震3幼1HYPERLINK\l"_Toc138076428"裁一教、珍分兆析舅思楚路追3穿1HYPERLINK\l"_Toc138076429"艺二鬼、逝求圣汽扮车慌活富载诊下孟的服内闸力较3绢1HYPERLINK\l"_Toc138076430"屿三依、咸求罗列由车影活猪载死下跳的怨内响力挺3怖2HYPERLINK\l"_Toc138076431"猎第盆六纵章易夕结货构昏验惰算胸3蹈4HYPERLINK\l"_Toc138076432"海第居一豆节贷内吗力践检鸟算艳3敏4HYPERLINK\l"_Toc138076433"牌一瞎、即上穷弦侄杆彼件队检臣算委3由4HYPERLINK\l"_Toc138076434"盖二痛、霸下抚弦纲杆系件丸检演算材3轿5HYPERLINK\l"_Toc138076435"枕第惹二撤节替疲铲劳群检梨算早3耕6HYPERLINK\l"_Toc138076436"境一秋、卷上铜弦由杆子件柳2载1摊单葡元良疲锈劳寨检隔算柳3荷6HYPERLINK\l"_Toc138076437"将二孟、秘下妻弦声杆浸件滴1代1掉7泊单修元漂疲钩劳禽检除算葛3修7HYPERLINK\l"_Toc138076438"茫第顺三悠节压刚牢度婆检昂算侨3靠8HYPERLINK\l"_Toc138076439"壳一逢、托中果桁敏上每弦持控稻制剖节骗点霉（夜4瞧0抄）镰的坟垂兽直瑞挠浸度稀值觉3资8HYPERLINK\l"_Toc138076440"友二颂、压中杜桁帮下阵弦歼控支制致节踪点诊（内1拦1温9粉）驰的向垂夸直不挠寇度盏值夏3谢8HYPERLINK\l"_Toc138076441"帜三怪、日刚纯度废检毫算记3络8HYPERLINK\l"_Toc138076442"痛第叼七移章处丘性坟能桶评衬价惩3侨9HYPERLINK\l"_Toc138076443"裕一才、奋恒筒载翁内络力卧3亿9HYPERLINK\l"_Toc138076444"给二贡、仪活闹载培内伍力虾3杠9HYPERLINK\l"_Toc138076445"竖三杠、朵结塘构族刚证度竞3上9HYPERLINK\l"_Toc138076446"哗四毕、熔不货妥作之嗓处坝3蔬9HYPERLINK\l"_Toc138076447"皆结沃束老语炕4肯0HYPERLINK\l"_Toc138076447"享致股谢补4遮1HYPERLINK\l"_Toc138076448"诞参著考纪文精献帽4牵2HYPERLINK\l"_Toc138076447"枯附由悦录骂4幸3牵１党．验英仪文讯文慌献薯及轰翻建译躁２枝．难斜杰拉证桥殃总添图物３兔．卖主殿桁顷杆厉件瓜截貌面潜图鼓４符．敬斜险拉喷桥伶主近塔初图亦第灿一织章下绪允授论脉第霸一酒节嗽工梳程我概的况艰这狭个代公对铁氧两宅用奉江洪山相大设桥缓位喘于娱火蓝星天江摘山骡二古桥听下掘游亿9酱.慌5陡k凯m傲处肆的蠢这袄个换分谢汊岂河芽段那上版，障北盗岸救为墓江狐岸萝区缴谌浙家堡矶笛，惕南堆岸耗为苹青笑山涂区垮建悼十躺路摘，帽大房桥然横策越点江荷山丈，饼连必通凡太班阳除，昂土居星旺两炼镇监。威火蹲星腥这医个归公私铁吧两神用假江哄山展大乡桥深正粱桥厘全丑长四4停6手5孝7接.复1么米拴，杯在诉这叛个折银拉河越公鲁路搅，金铁割路驳合即建井；菊在裂水舞星花公望路腥，眼铁企路知平置行想对扭抗袍布溜置白且蜂两播桥飘中煮心良线誓相膊距雷4闭0虹米灶，积公亦路窜桥胀位拿于堪铁控路鸽桥繁上等游榜。后由疼太余阳妨按国岸近向向土跃星梅岸氧跨彼孔才布透置提4残孔东4霜0淘.描7哨米遍箱饱梁迫+休（夕5叛4逢.介2起+酸2系×辛8令0种+笼5视4絮.应2悄）牺米省连云续龄梁宾+插6宅2钓孔马4剧0析.贼7于米岔箱嫌梁泥+锤（引9边8核+之1跨9席6凑+蚕5龟0回4讽+糕1硬9夹6泽+原9淡8横）勉米帐钢迎桁贯斜犹拉虑桥举+胞1域5际孔贱4诱0细.沃7映米待箱盈梁伸。睡4沫0给.糖7状米曲箱匆梁仅铁厨路辟为逆简肾支疼架仔，说公辆路那为签连肺续秘梁侧。柏公话铁玻合债建亿段铲长牧2寻8辨4催2表.怎1乌米授，启上酒层晨为夹公宵路欠桥益面计，镇下撕层词为纺铁阴路暮桥航面余。帖分惩建公段纷长贺1聋8批1授5宝米锅。团铁黄路裤四感线显，涛其樱中快下厚游披两威侧困两巡线容为掏I之级丝干涛线局，承上疫游饺两稠线禽为窑客裂运贞专土线蹄；蛋公凝路向六肢车碰道圈，英全节宽帅为毙2晒7竟米悠。口第刺二而节希技汉术班指奴标僵一圆、去公鼠路千正凤桥庙主菊要欲技屯术框指松标故（腐1浩）损道少路飞等院级处：抢按含城熟市敬快父速些路兰标呢准他设泪计游。伏（僚2狸）久设和计助行科车拌速朝度趣：繁8自0班k柄m符/醋h衔（灶3偿）盐设传计例车鼻道窗：爬双吨向消六称车霉道具，界行岸车娱道危宽遮度凯3扔×什3绝.付7暮5工（纤单乡向火）榆（恰4馒）某桥姥面辨宽墓度般：殃2形7漠m磨（庙5宗）像设子计僻荷它载搂：订公蛙路顺－定Ｉ丢级企（拢6亩）和最厕大强纵曾坡仔：坏≤葱4域%雁（轧7天）殿桥蜘面命横筋坡祝：残2传%值（歪8超）目设缩计钢风税速哈：渴按谷百祸年耍一采遇拢控朽制奔设僵计仔。斥二真、快铁花路配正旁桥择主处要跪技种术迅指叫标奔（培1咬）勺线透路蜂等砖级饶：僻客碗运傲专栗线字，拐I饲级懒；词（牲2仗）魂正争线旬数争目伟：象客炭运已专概线坝双补线错及熄I沈级研铁秩路庸双哨线膨；灯（德3甜）尝正足线描相填距柴：狸客渴运赵专匙线努棕5蚂米肆，橡I版级韵线垮4柄.械2脏米遵，姻客徐运造专即线剖与笔I碎级蜂线现相射距汁8顺.滥6伴米昆；留（乓4语）级牵候引浇种纠类州：侄电串力轮前宜牵艳引环；蕉（洲5舌）池设着计披行近车表速辩度飘：嚷货碰车趣按读I延级佛铁亩路喝速躺度冒标怀准辰，史客揉运调专启线虹2堂0云0虾k暗m尘/胖h袖以告上史，迫按鲜2挣5从0避k互m帮/租h表作拢动飞力月仿纹真激设炒计凤；泛（祝6倡）骂设娇计回活毒载跃：修客蜡运早专凉线偷采配用蝇“奴z涉k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点集号幻和歼索点孔防编命号搜作铲为丰斜耳拉紧索东的培节掠点拖号墙。告斜欢拉搭索坛总切共舞有峡1矮9期2栏个佳单每元剥。浴二训、录节阅点努自伯由赢度袖（西一民）莫辅期助桌墩宽支毒撑伞处代的百节翁点掌8盾0扣、湖8英7遗、郑1秃5巩1烛、投1块5后8宴、武2敌3丸8躺、挑2蒸4伯5译、灯3姑0坦9岸、鞠3减1中6稍、携3槽9篇6师、瞎4悉0势3晶、妄4度6欺7咬、子4魂7绑4艰只蜜有绩Y取方梦向吵位五移仆约乐束插，惜其芳余垫位脂移蚀分抹量冰均盖为划自信由敬。固（享二涉）俗主瓜塔泡底氏部皮的脚四骨个止节浅点壁5丘2奴3核、简5敏5樱4都、赏6具0脱3逢、律6掩3妨4贴被友看州为苹固葡定据支驰座馅，望六默个证位泳移铜分棵量抢均右为蔽约护束袋。谦（混三忘）壳处剖以航上昏节油点菊外绪，违其承余悠节江点辱六批个擦位猾移舱分昼量辱均役为锣自悼由德。辨三丈、速同塑位毒移蔑约柱束萌（贫一毙）衔节填点牺4远9府3魄和忙5桨2西4肃是灰左鸦塔剪两符根堤斜住腿仔交闹接烘处慨同基一千节尿点挺的许不魔同伴编钢号内，初被茧定节义鲁为善同爆位茄移构约脏束缝。辨节延点踪5故7斥3灿和拼6港0激4哨是杯右层塔郑两自根匹斜腐腿畅交四接库处耗同第一境节汤点吵的监不花同带编冠号张，仪也块被往定夹义旺为奶同旱位路移渴约依束度。剃（居二芳）股左朴塔墨横砍梁引与涌主乏桁演下追弦果接兄触帜的充节服点挣6条3饼5葱和贩2坐5粮9启、悲6瞎3比8增和她1降0株1窝、休6演4培1饱和润4患1警7咳、年6鸟4糖5振和察1瘦3短7遮、太6完4当2而和似2犯9临5议、健6斤4愧8醉和撞4坛5屠3犬分胖别拴被沈定酱义识为远同理位翅移油约堵束且四代、做杆屋件势单漏元烘（船一究）愉该属模黄型箭单与元牲截金面毁特匪性耍数改共嚼有巨6副8沟种草。扶其康中纺1医－坝2弄1喂为餐主楼桁住上饲下风弦简、雾斜陪杆浆、倒竖敌杆者的违单桥元群截管面英特犁性泄标匠识萌号黑，胆2铜2端－闭2刊5吐为拐主闲桁枣横塞梁任的为单迎元碗截敲面脾特乐性究标常识伟号它。很索淋孔皱处竖的饼单味元忆按顿等恭截动面垂计摇算吵，凑截迅面折特曲性刘标埋识尊号粒为圾2味6题。理斜务腿伯处激的僚单良元送按侵变祝截文面来计嫁算肉，择且时为敏线岂性专变牵化但，圣截痕面侧特朴性蔽标惨识昏号焦为纪2常7伏－渐5涛8棕。跑5弹9厉－巡6俱6介为爬斜哈拉辱索躬的蓄单讯元潜截济面躁特葛性洗标源识碌号小。粗横蚁梁摊的茄单兴元误截述面福特藏性达简能化包为卫两吉种概，歼靠复近授斜蝇腿茅的彻单摇元拒截杠面研特兰性君标象识船号讲为割6滑8谦，祥中辟间案的壤单匪元腰截穿面往特羞性述标帽识鼓号拥为坏6希7皂。您截潮面侄形痕状铲见陶表料2师—填1溪。挽庸捎乔庙材（基二绘）测斜萝拉驼索种的御单埋元据截井面厌特网性大只胁考勇虑涝弹躁性性模傅量调，偷不拣考施虑胶扭泥转考模块量遭和友惯迫性单矩刻。钳斜悲拉冬索诞为虹钢约绞封线待有璃2呆1普4舌7潜、畜2旦5突3回7圆、奶2餐8怒3寸7云、硬3糖3夕7粮7睡、嚼3猫7牌9亮7壮、饥遇4只0敲9距7每、讯4胀2供1剧7渠、讨4追5剖1努7攀共坊８烦种粥，韵面耻积俘A炉见照数牙据亚文鹿件玩，然弹跳性恶模繁量歉E涌=牺1槽.布9斑5跑M茶P巾a除，计=油1源4储7训0深M运P票a暖。纺主铺桁故的湿材崭质梁为乓Q梳3食7累0对q漏E姐,目弹旁性锻模造量胁E奖=萄2印.稿1涝0轮M泼P坏a网,瓦扭脸转桨模指量艰G款=陈0宾.狼8献0妥8露M鸦P堪a蓬.颈。汁主昆塔僻采坐用绕C膏5神0清混论凝效土厚，庆弹餐性毒模责量立E崭=坝0蝇.贺3希4等5是M慎P梅a效,挽扭尝转贤模晋量伟G乔=删0竭.丘1朗3急8蜡M牧P踏a闷.溜钢兵的滚重冤度露为局7戒8直.倦5获k息N裳/百,梢混农凝马土界的讲重魄度微为粪2旅6革.宫5厌k庆N饭/拳。锦恳（步三饶）岔求哥截页面刑特从性安数像据赛：指主磨桁票上啄下哈弦沿、销斜恭杆公、色竖胁杆暑、酿主分桁本横垃梁轧、低斜遍腿宵的角单钟元脂截稿面册特偷性掘如猛面册积栋、著惯舍性希矩南用厨C患A楚D馋求形得艺，探具旱体养数狱值逢见构表李2踪—拣1材。眨表济2粗—疲1津惊杆趣件闯截厅面潜特午性截面特性号截面形状截面面积A(㎡)扭转惯量J（）惯性矩()惯性矩()10.16930.04150.02590.040320.20380.07620.05520.059730.18730.06720.04880.054040.15710.05810.04240.046550.14660.05390.03580.039860.22260.10550.08420.068670.19550.08810.07410.060780.17170.07630.06420.0529续上表90.15900.07030.06160.0472100.34830.14810.15030.1010110.33430.13460.14060.1009120.29760.12850.12780.0914130.25690.11500.11510.0827140.21860.10150.09940.0716150.18860.08800.08680.0631160.20120.05830.02880.0487170.10410.00002740.00440.0308180.11690.04410.02270.0368190.09220.00002870.00390.0276200.07940.00002110.00180.0224210.07400.00001420.00160.0204220.12560.00002870.09640.0029230.04400.00000790.01270.0005240.04760.00000820.01910.0005250.03180.00000340.00550.00032657.3000986.4212590.2232790.11872737.3940429.0976230.8656416.94522838.0180446.1544236.0219444.5048续上表2938.6420463.3166241.1782473.15943039.2660480.5789246.3345502.92683139.8900497.9366251.4909533.82513240.5140515.3853256.6472565.87223341.1380532.9207261.8035599.08613441.7620550.5389266.9598633.48483542.3860568.2363272.1161669.08633643.0100586.0093277.2725705.90843743.6340603.8547282.4288743.96933844.2580621.7693287.5851783.28683944.8820639.7503292.7414823.87894045.5060657.7978297.8977865.76374146.1300675.9003303.0541908.95904246.7540694.0643308.2104953.48284347.3780712.2845313.3667999.35324448.0020730.5586318.52301046.6004548.6260748.8846323.67931095.9004649.2500767.2604328.83571145.2004749.8740785.6843333.99201196.7004873.80101692.1945771.11232246.8004974.30111737.4279794.11312283.2005074.80131782.6612817.11392319.6005175.30141827.8946840.11472356.0005275.80161873.1279863.11542392.4005376.30171918.3613886.11622428.8005476.80181963.5946911.92972466.9605577.30202008.8280936.26972505.1205677.80212054.0613961.34652543.2805778.30232099.2947986.42322581.440续上表5878.80242144.52801011.5002619.600590.00820.00000.00000.0000600.00970.00000.00000.0000610.01090.00000.00000.0000620.01270.00000.00000.0000630.01460.00000.00000.0000640.01580.00000.00000.0000650.01620.00000.00000.0000660.01740.00000.00000.000067112.004697.7280597.3333,1829.333368133.005109.32801000.27082172.3333淹（镰四调）专定丰义靠三算轴茶：招主冈桁撇上透下陷弦诵、长斜引杆允、最竖子杆尘、掀主热桁煌横散梁魄的网2镇轴闲平免行艳于疏整气体乘坐绩标笑Y拿轴身，固3轨轴大平没行费于编整局体榆坐竭标使Z炮轴蓝，酒斜致杆芒的沉3条轴酱平咐行倡于膏整采体优坐德标址Z才轴冰；板主握塔既的今索旧孔煌单患元烫的嗽3妖轴宗平恐行歉于迹整唱体纷坐纹标蜘Z顺轴岛，断斜羊腿筑部任分锄单营元姜和嘴横已梁予单纲元晨的芝3惑轴街均捆平呀行掀于荣整国体箩坐枪标驳X闪轴绍；袭中火桁吐的嫌索盲单投元岛3酷轴再平僵行伟于顷整量体猎坐洒标告Y准轴蹲，材边泊桁骗１状的燥索案单债元患用浇节阶点宗4浅7眯5或，任1影8浑0报定葱义造向凡量灾，做边姥桁沫１惹的哈索字单影元贡用涝节援点苗4币7烟5位，鱼3丽3疗8锹定度义注向急量覆。碎第删三炊章叹小抛恒赶载捡及所活屯载冷荷吹载窄计在算叹第功一索节驰译计码算穗思虫路况考怕虑核公忘路辣纵栋梁絮、惧桥边面岔板积、存铁强路食纵制梁河、旷道台碴束槽今板部重筛、很道传碴俭、瓶钢刘轨标的不重挽量李，关根交据陆恒股载逢传代递巩路总径含将阔这抖些袜作现用城力修转膨化立为生节盐点孝力绘施掌加战到执主袜桁今的能节法点砖上彩。预忽薄略朝了格横方向狼连腔接铃系故和衡人砌行绢道尤的饼重堪量虽。陡活湖载福也必按谨结厌点霸集畅中奥荷励载程考芝虑耀。狸第冠二剖节坡公氧路怀恒奥载康将楚公恩路殖桥航面屠重脾量洋按仪施起加赤于崭主假桁钻（冻上歪弦德）捎的父结查点锡荷彻载堆施遣加泽，止荷植载恭大魂小稍计闷算魔如直下蜡。打一肌、位正柳交抬异夸性怨板桐处衣荷帖载毛大里小岸计底算因如滩表炉3施—刷1剃表御3迎—射1油五正祸交责异偷性银板棒处倦恒妈载云计希算恒载作用位置荷载大小计算（kN）合计（kN）桥面板0.014×13.2×14×78.5=203.0952578.727闭口肋0.28×3×0.008×20×78.5纵梁(0.012×2.91×2+0.42×0.028×4)×14×78.5=128.4511横肋(0.012×1.2×5+0.3×0.016×5)×13.2×78.5=99.4752翠２课．筐节守点译荷宪载它大防小叙如时表璃3缩—诊2仁表宗3播—率2笑尚腹正爸交崖异顿性居板降处索节怨点歪荷邪载作用位置节点号集中力（kN）中桁上弦14--66-578.727边桁１上弦172—224－289.364边桁２上弦330—382－289.364茅二房、务混倚凝号土权结源合已板贸１灾．冲荷散载从大懂小织计滩算哗如价表糕3塘—喷3掉表怀3冶—侵3黄吼混越凝拿土架结六合慕板街处报恒摄载异计惩算恒载作用位置荷载大小计算（kN）合计（kN）桥面板45×4×9.8=17642681.885纵梁(1.6×0.12+0.42×0.02×2)×4×14×78.5=917.885念２柱．思节严点驼荷赴载载大悲小刘如介表长3拉—格4奏唇辈泳途历茅吵列茧树沙尖俯凝尝猜代表企3董—凯4米混景凝塘土状结常合导板前处老节插点箱荷载载作用位置节点号集中力（kN）中桁上弦2—12,68—78-2681.885边桁１上弦160—170,226—236－1340.942边桁２上弦318—328,384—394－1340.942赠三匪、骂交铸接认处肌节顾点铜节蚂点臭荷闸载堵大摆小前如象表法3核—叹5全表讽3暖—饿5狮交记接处处现节蓝点听荷箭载作用位置节点号集中力（kN）中桁上弦1，79-1340.942中桁上弦13,67-1589.439边桁1上弦159,237-670.471边桁1上弦171,225-794.719边桁2上弦317,395-670.471边桁2上弦329,383-794.719大第誉三困节弟奴铁钱路喜自惜重麦荷击载碎计占算热一事、善一副级同干泄线腐铁捞路忘自赚重馆荷罩载贺计活算絮如启表撑3右—况6婶表抱3围—巴6砍那一勉级掌干墙线它铁押路案自恰重脉荷酸载植计营算恒载作用位置荷载大小计算（kN）合计（kN）道碴槽板45×9.8=4412796.018道碴9.0×4.5×14×21=1323纵梁(0.42×0.24×2+1.4×0.014×4)×14×78.5×4=990.858钢轨75×9.8×14×4×0.001=41.160洗二选、杂客碑运两专企线鲜铁绪路但自妖重齿荷核载质计扮算坊如运表闸3臂—似7捕表摆3庭—岗7甩喜客极运飘专煎线迈铁涌路冰自唉重去荷刺载乏计透算恒载作用位置荷载大小计算（kN）合计（kN）道碴槽板45×9.8=4412913.618道碴9.8×4.5×14×21=1440.6纵梁(0.42×0.24×2+1.4×0.014×4)×14×78.5×4=990.858钢轨75×9.8×14×4×0.001=41.160荡三限、秆转恭化伍为阀节肥点俩荷略载唱计专算缎结示果买见厕表伸3衫—腐8磁表揪3牵—旗8衡转楼化刑后烤的名节燃点纳荷跪载圈值作用位置节点号集中力（kN）边桁１下弦238,316-699.005245,249，305,309-2224.884246—248，306—308-3051.759250—304，310—315，239—244-1389.009边桁２下弦396,474-728.405403,407，463,467-2283.684397—402，408—462，468—473-1456.809404—406，464—466-3110.559中桁下弦80,158-1427.40987,91，147,151-4508.5681—86，92—146，152—157-2854.81888—90，148—150-6162.318薪第皆四柄节戚艇活誉载忘荷致载继计醒算惜一险、罩公来路助活刚载站：门（排一稿）驼按晌照证《炎公粗路顶桥脚涵伸设膨计锁通突用丙规裳范众》纸＝歼1沿0馒.普5课谨k呆N财/拉m太=延1需8婆0获k指N恒纵碎向华折评减申系恶数怒：板0雪.全9的6聋语搭严怀横液向痰折个减童系链数即：暑0芦.点5堵5罢折四减醉后涛屠：闸剑q漏=称1辆0咏.蹈5钓×迫3们×巨0趟.挨5败5沸×罩0亩.座9壁6宜=祥1使6懒.血6英3狐2煎k原N布/骆m袋P勒=济1峰8啄0米×阴3笼×播0组.砌5京5话×哀0套.贴9身6督=科2次8过5惜.讲1悔2渠k拿N辰将匙车拉道熄荷出载疤的册集讯中暗力盘P段加锯到嘉跨溪中收处朋，悬其袍余针部陵位既布匹满堪均撇布薄荷胃载报。似（裙二仍）枯转保化镇为帝节堂点塞荷牙载信，巩见轨表酸3该—像9锦表技3局—泛9筒节惭点斤荷蛋载脱值作用位置节点号集中力（kN）中桁下弦1,79-116.42440-517.9682—39-232.84841—78-232.848边桁１上弦159,237-58.212198-258.984160—197-116.424199—236-116.424边桁２上弦317,395-58.212356-258.984318—355-116.424357—394-116.424校二贝、贩铁眯路俯活荷载家：需（厘一秀）跃把式列晌车居活霉载辛转刘化乳为果作针用正到视横把梁洋上咏的进六耀种舟集毁中真力首：茅见帐图宵4紫—书1娘图慢4且-焦-桂1乓列色车妇活道载唇转命化请为春集侦中骨力构示如意泳图扩(才a并)阁案授谎=雁5华7歇2督.遇8敢5熟7刑+龟5途6而0队=刮1必1陈3塘2燃.非8制5蚀7盯K涌N馋常普骨(雷b贸)打进王馋=军2户2貌0约+柄6顶6启5坡.古8胳2国1编=斤8泄8坑5晒.切8刘2施1罢K佳N廊猫疫奴(玩c株)扁膏趟=我6担4寿8岩.树1威7他9呆+蚀6播4铲4结=煌1屑2烈9瞎2浓.斑1商7衣9搏K景N石裤志产(农d邮)障穿胆便=鸦6厅1泪9该.艇8营9布3召+狸6休4秀4乘=信1棉2烂6辱3愈.联8垒9元3画K挽N给到废剖(雹e己)将谢讯跃=拥5务7宋8倡.狭1组0局7确+籍5啄6野0壶=鲜1龄1欢3皆8影.蜘1使0壁7伪K蜜N恩谊绪撒(幼f语)蛛=暂5遥6乐0洋+折5尚6旋0帆=粒1烘1攀2武0恒K悟N堆（企二公）已转荷化哄为骄节紧点寨荷泊载总，盟见枯表倒3醒—眉9穷拘蒸脑清盟将幻浸祸喊剪拒搅恒梳艳讨蝴理座梯惨省笨表方3孝—敌9逼转键化漆后锤的鸣节萌点浩荷暑载作用位置节点号集中力（kN）边桁１下弦238,316－374.827278－592.910279－758.259277－864.898276－845.966275－761.773239—274，280—315－749.653边桁２下弦396,474－413.653437－836.804436－654.326435－954.490434－933.560433－840.682397—432，438—473－827.307中桁下弦80,158-1003.52121-1132.857120-2854.818119-6162.318118-2264.896117-2039.48881—116，122—157-2007.04临第菊四星章流斜谣拉焰索们初秩张偏力纳确本定倘第界一置节秃拉蹈索唉初蜜张引力滔确游定楼思疏路踪大苗跨看度鸦公城铁捆两锋用撒斜逮拉缺桥允拉晓索理的餐初臂张鸣力庸的心确脉定总应咽以贷刚驼度条控敢制载为粘依绪据骆，执以再横甚载御及洁活岔载树作视用蓄下铃主自跨纵挠渗度训符概合组规座范萌要套求怖衡扒量盟初不张喝力傲的透大花小紫，缠并披最氏终族以丝刚营度楼和哑杆适件医内和力蚕双炕重姐标缺准只确纵定奇最乐后斜初劫张闭力央。支进验行吐多刘次滩试偶算绑后扣，杰最摇后缴取伤恒乓载洞作底用恨下闪的椅索沈力权和舟活醉载债作知用音下肥的抗索瑞力初的临一引半扬之陡和流作棋为希初造张线力休施错加吉到摸模涉型很的惊斜数拉虎索爆上央。贪第凭二躺节揉杏拉宾索楚初织张雨力微确遭定侧一破、翼恒掠载爽索像力此见鱼下顺表串4督—可1择。趟表步4串—管1漫抖恒卖载罚作泉用究下各索协力羽值中桁边桁1边桁2单元号索力（kN）单元号索力（kN）单元号索力（kN）10964474.0811604381.2512244376.6710974438.2311614311.5612254303.8910983937.4411623883.6312263871.4310993886.6911633846.6112273831.231100412211644037.312284027.1811014604.411654414.7412294412.5411024667.8911664415.2212304421.4611034980.0511674684.6612314699.4111044495.4311684231.8212324251.6611054564.2111694305.5712334331.4911063906.3511703679.8612343705.9411073785.411713547.9912353576.0111083116.6911722892.8212362917.3311092706.9111732476.1712372498.0111101773.4411741589.8212381604.09续上表11111041.241175912.591239920.3411123868.7411763733.5612403809.5911134459.5511774311.7212414391.7611144672.1611784521.221242459911155150.8611794984.8912435065.291116542711805249.0112445329.1211175763.3711815567.5212455648.511185576.311825376.9912465451.9811195759.7111835539.3112475613.8111205110.8411844898.5412484962.5111215134.211854898.1112494960.8611224349.1811864125.0312504177.711234183.3411873936.6612513988.0911243523.8111883283.2912523325.9511253175.7511892921.0112532961.211262207.4311901997.5812542029.6211271455.7111911292.2312551319.711283869.1211923733.9312563809.9711294459.8911934312.0512574392.0911304672.4311944521.4812584599.2611315151.0711954985.112595065.511325427.1611965249.1612605329.2611335763.4711975567.6112615648.5911345576.3211985377.011262545211355759.6711995539.2612635613.7611365110.7412004898.4312644962.411375134.0312014897.9312654960.6811384348.9612024124.812664177.4711394183.0512033936.3612673987.79续上表11403523.512043282.9612683325.6311413175.3912052920.6212692960.8211422207.0812061997.2112702029.2511431455.3612071291.8512711319.3211444488.2312084376.3812724371.811454404.8212094306.4512734298.791146392112103880.3412743868.1411473880.1112113845.5612753830.1811484121.112124038.0612764027.9311494607.0312134417.2212774415.0211504672.3512144418.8912784425.1311514985.7812154689.4212794704.1711524500.9612164236.6212804256.4611534569.912174310.7212814336.6411543911.1112183684.312823710.3811553789.8212193552.2212833580.2311563120.1812202896.2112842920.7311572709.8412212479.0612852500.911581775.3512221591.741286160611591042.481223913.881287921.62芝二盏、奏活疼载糊索晓力惠见访下隆表伙4遣—来2肯。虾表删4寨—钟2馅苏妈活促载该作惹用锈下布索编力总值中桁边桁1边桁2单元号索力（kN）单元号索力（kN）单元号索力（kN）1096777.9211601736.5412241730.510971780.1511611732.9512251722.8310981618.4411621605.1112261589.0210991602.0611631602.2912271582.01续上表11001604.01811641582.5612281569.211011667.2211651612.1512291609.2611021603.3311661522.9812301531.2211031663.6511671556.7712311576.2411041492.7311681380.8412321407.0211051524.3811691395.7412331429.9411061318.2111701192.7212341227.1211071294.6211711154.1112351191.0511081080.891172943.431236975.731109954.341173809.521237838.291110637.591174520.361238539.11111384.971175300.121239310.2611121413.0911761300.9412401402.311131640.111771520.8612411627.6111141728.7411781610.312421714.0311151917.0611791790.3112431897.4811162031.3211801898.8312442005.5411172169.0411812026.7312452134.5211182109.9911821968.3512462068.0811192191.2211832037.9112472136.8911201955.1411841810.1712481895.0711211975.2511851816.7312491899.9311221683.211861534.3512501604.1211231629.9511871467.2812511535.3511241383.6411881226.7812521283.2111251260.4111891094.6912531147.841126890.611190752.891254795.261127605.771191496.51255532.8511281413.0911921300.9412561402.3续上表11291640.111931520.8612571627.6111301728.7411941610.312581714.0311311917.0611951790.3112591897.4811322031.3211961898.8312602005.5411332169.0411972026.7312612134.5211342109.9911981968.3512622068.0811352191.2211992037.9112632136.8911361955.1412001810.1712641895.0711371975.2512011816.7312651899.9311381683.212021534.3512661604.1211391629.9512031467.2812671535.3511401383.6412041226.7812681283.2111411260.4112051094.6912691147.841142890.611206752.891270795.261143605.771207496.51271532.8511441777.9212081736.5412721730.511451780.1512091732.9512731722.8311461618.4412101605.1112741589.0211471602.0612111602.2912751582.0111481604.0812121582.5612761569.211491667.2212131612.1512771609.2611501603.3312141522.9812781531.2211511663.6512151556.7712791576.2411521492.7312161380.8412801407.0211531524.3812171395.7412811429.9411541318.2112181192.7212821227.1211551294.6212191154.1112831191.0511561080.891220943.431284975.731157954.341221809.521285838.29续上表1158637.591222520.361286539.11159384.971223300.121287310.26羞三惊、珍拉援索蕉初份张比力恰取帝恒源载坝作情用歼下壤的宽索廉力对和沙活饥载罪作续用很下响的傲索魔力碎的女一型半密之移和峡作志为鱼初胞张寺力渔施断加阔到帆模再型因的秒斜踏拉侄索悉上率。选具杨体宣数唉值陈见矩表晚4访—丘3元。栗表上4咳—赌3莫滩滤拉个索铁初臭张奥力门值中桁边桁1边桁2单元号初张力（kN）单元号初张力（kN）单元号初张力（kN）10964687.7211605249.5212245241.9210974924.00911615178.03512255165.30510985438.01116246869410995469.55511634647.75512274622.23511005811.87511644828.5812284811.7811015241.79511655220.81512295217.1711025326.411665176.7112305187.0711034565.45511675463.04512315487.5311044432.7111684922.2412324955.17110536574412335046.4611063184.0811704276.2212344319.511072092.23511714125.04512354171.53511081233.72511723364.53512363405.19511094575.28511732880.931237291761174185012381873.6411115536.5311751062.6512391075.4711126109.3911764384.0312404510.7411136442.6611775072.1512415205.56511146847.8911785326.3712425456.01511156631.29511795880.04512436014.03续上表11166855.3211806198.42512446331.8911176088.4111816580.88512456715.7611186121.82511826361.16512466486.0211195190.7811836558.26512476682.25511204998.31511845803.62512485910.04511214215.6311855806.47512495910.82511223805.95511864892.20512504979.7611232652.73511874670.312514755.76511241758.59511883896.6812523967.55511254575.66511893468.35512533535.1211265279.9411902374.02512542427.2511275536.811911540.4812551586.12511286109.611924384.412564511.1211296442.8211935072.4812575205.89511306847.9911945326.6312585456.27511316631.31511955880.25512596014.2411326855.2811966198.57512606332.0311336088.3111976580.97512616715.8511346121.655119863610411355190.5611996558.21512636682.20511364998.02512005803.51512645909.93511374215.3212015806.29512655910.64511383805.59512024891.97512664979.5311392652.3851203467012674755.46511401758.24512043896.3512683967.23511415377.1912053467.96512693534.7411425294.89512062373.65512702426.8811434730.2212071540.112711585.74511444681.1412085244.6512725237.05续上表11454923.1412095172.92512735160.20511465440.6412104682.89512744662.6511475474.01512114646.7051275462160512124829.3412764812.5311495247.32512135223.29512775219.6511505332.0912145180.3812785190.7411514570.21512155467.80512795492.2911524437.1312164927.0412804959.9711533660.62512175008.5912815051.6111543187.0112184280.6612824323.941155209427512834175.75511561234.96512203367.92512843408.59511574687.7212212883.8212852920.04511584924.00912221851.9212861875.5511595438.0112231063.9412871076.75铜第槐五匹章谷馆斜茧拉腹桥静结粘构舱内赤力半分骗析设第格一千节凉岔恒扫载叼内隙力蚊一桂、锁确兔定呆控阴制弦断走面庙以该主畏跨份跨纵中董断筒面华和粮支隐座殖处渔（锈主节桁乞横妨梁川处秩）敬断勇面爪为前控这制债断北面决。州二框、怖恒许载费作缓用驱下兰跨到中所断刃面继内衰力热如辆表留5浪—奋1逆所帽示姥表秀5抗—袭1红恒悦载杏作绪用蛾下沿跨协中蓄杆至件慕轴督力腊和超弯旅矩复（罚加泡初继张泪力执）上弦下弦单元号轴力（kN）弯矩()单元号轴力（kN）弯矩()中桁398006.291894.8911722080.893320.26404005.001894.8311822080.893320.24续上表边桁13527512.831055.6843021139.763196.323537511.571055.6243121139.773196.31边桁26657467.431074.8074321352.903252.986667466.171074.7474421352.903252.97缺三三、芬恒删载裙作揉用炸下浴支驻座汽处固断唯面壮内货力言如堵表五5举—柳2摆所意示产表勤5卫—图2肺恒贡载鱼作哗用灿下棍支纱座切处扫杆回件滨轴路力修和餐弯居矩桥（烛加享初为张得力犹）上弦下弦单元号轴力（kN）弯矩()单元号轴力（kN）弯矩()中桁21－3209.09－1499.9299－44918.29－6171.8222－3204.88－1347.62100－19883.93－9195.05边桁1334－5640.75－1340.95412－41868.99－6066.21335－5636.92－1317.76413－17474.61－8414.04边桁2647－4985.40－1422.86725－42346.01－6232.99648－4981.80－1397.63726－18042.09－8985.67杜第登二座节德浪公故路汇桥亩面挽横迅向延分混布铸系构数刚计蛾算高一丑、负汽节车核荷热载跨横占向佳分摩布冻计娇算茄计蓝算堤方司法累：浮用堡弹以性虽支丛承批法搏，蜜即猛取兼跨尤中追处请的员横差梁肢为同连宝续感梁惕，栏将情其阳与胀桁奶架绑的市连盐接廊简惨化哲为土弹汇性钞支丹承付，粪横缴梁室上属的拐荷朴载携通膜过疏弹都性啄支第承寄传企到叼纵驻梁搜上扯。异如眼图辟5腥—砍1愤图耳5凝—振1调讨横凑梁栏模研型吸计笔算充图经示耐二傻、做求敞弹王性管支醒承晃的禽刚喝度泰系拾数竞是遵边杨桁判1角的徐刚暮度振系片数弯饿卖橡筑盈是句中唐桁惕的丛刚彼度招系狼数凉是驴边裹桁量2脉的简刚搏度岗系笋数凳在尼斜震拉磨桥粪的姐跨秋中镰边漫桁否节展点笋上越加赤单朽位渡力省，禾对插结樱构踢进厌行削一刷次晃静闪力承求探解蜜，印求南得揭各怠主改桁富上构弦义结和点瓶处渣的缎竖守向桥位悬移璃，充