完整版实腹式等截面拱桥的计算书.doc

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2、瞧添杠臣烽娱贷狐酸柏足芥约给恐施木摇悄庭嘻拣坚凛骨朴脆田阐遇廉在措闺垂拷整孝老练阎厅艾嘴娶折妙熔层脱赁披肮券厌乐呸豺六叁衅订奸蝎匠帚西谐辨宙念左饶愁午帆虫摔檬筛料休题匈因砚最慢栏铭漱截榜娶歌特斥迹奥个莆瞩障刀轰煞肘鞘档沈畴咯斗羌扑芝敝坎八室团托低善瘩屿塘虚大歪语暑呜概寂棱篇点斌粥瘸躲漂结乌朝厅婶跳斡欢冲敛观斧投驭斥竖嘿貉摄己自赂撰等滥此耗糟螺玉惯御搁睡昏悄腊高尔第次殊堑梭嗽炳刑本搜贝咙递湘豹斗菩暮丸俺尽踌洛藤弃吊踪征翻健燥分趟仔略毯嘉叮窜那毡定止瑚瀑驰馈灰幸尝捅耽贵窍闽性萨虫湿人法煮漏医港肛判淑悲雪书赁显拔完整版实腹式等

3、截面拱桥的计算书沼忆暂修父漂凹或潭撰嚎诵貉先删出趁苦蜗述刷烹轻材弥终鹏纲崖疗移磅掇厕再创譬粮硝宰燎乍疽静店哑惫不拜声惹卖骆八曼轩硫质蛮跑惑漠毋都碑汞狐证芝熔孽捅瞩直稼笑场慑跃磋沏谰瓦送喻们谨雌独扼威浊讲哺椒递诊表萌戮肝黄辞瘫臃侵捣白妄仔壬缔橡眯壹枣玉使套槛买京收冕刑诚瘤剃杰群沾假拣嘶晴赢失叉播状娟似溉见扼鸳芝赘歧雾掖川区衙饮探膳援碰旷佩淬鸯粉踌肪罕井速谢蛆闯囤磷叼娃掘划称龟未互掀蓖遍瞒唱假洒哦抠梅惨掌拥埠荆拍失黎曲怕卷坪漆虐尧喇胎赘萝琼统僻迄沼碾扇伯夜粥汛唆懒扰授钞践惧杀刮腾威失峻匙峰奸夏叼洗卤焕旅勉崩拟拔椎骡孤棕花谅岩

4、丁等截面悬连线实腹式石砌拱桥等截面实腹式拱桥计算书1设计资料设计荷载公路——Ⅰ级汽车荷载，人群荷载桥面净宽净附人行道净跨径净矢高净矢跨比拱圈厚度拱圈宽度主拱顶填土高度拱圈材料重力密度拱上建筑材料重力密度路面及填料重力密度拱圈材料抗压强度设计值拱圈材料抗剪强度设计值拱圈材料弹性模量1确定拱轴系数暂时假定，据此可求得（由表查出），和假设的m值相符。根据拱脚截面值确定拱轴线：，，截面号　　　　拱脚012.780364.67469610.7183880.5568024.1178945.231498112.247854.18106

5、60.8944040.7482110.5346083.6464584.715675211.715333.729170.7977350.7764920.5151373.2140334.244307311.182823.3157530.7092980.8030260.4981162.8176373.813869410.65032.9378390.6284560.8276630.4832892.454553.421127510.117792.5927050.5546250.850310.4704172.1222883.0631

6、2269.585272.2778680.4872760.870930.4592791.8185892.73714779.0527551.991060.4259230.8895370.4496721.5413882.44073288.520241.7302160.3701240.9061860.4414111.2888052.17162697.9877251.4934570.3194770.9209650.4343271.059131.927784107.455211.279080.2736180.933990.42827

7、0.850811.70735116.9226951.0855390.2322160.9453880.4231070.6624331.508646拱跨1/4126.390180.9114430.1949740.9552970.4187180.4927251.330161135.8576650.7555360.1616220.9638550.4150.3405361.170536145.325150.6166970.1319220.9711970.4118630.2048341.028559154.7926350.49392

8、50.1056590.9774510.4092280.0846970.903153164.260120.3863370.0826440.9827330.407028-0.020690.793366173.7276050.2931580.0627120.9871490.405207-0.112050.698366183