钢管拱计算四

（六）中横梁应力、内力表表-7中横梁组合应力表单位:MPa奋荷载组倍合钓:财稀恒胞载送+粱汽车姻单元号雪节点号劣上缘具最大应力比上缘到最小应力乓下缘株最大应力惩下缘绩最小应力咳1朱1盗0.8200跌0.4100陆12.090槐0认9.7600讨1蹄2艳3.5700详1.9000共10.150游0筝6.1900嫁2轧2神3.8700袄2.1400钉12.560鼓0币8.2000腾2我3嚼6.1000歼2.9200正11.360是0规5.5500杀3著3牢6.0500寺2.8800傲11.430听0痰5.6000妈3店4头8.3100朗3.3100谎11.090约0吊2.3500饱4认4稳8.2800偷3.2900抬11.110损0挥2.3600踪4铸5积8.9800猛2.9700做11.580素0逐1.1900滤5着5绒8.9600狐2.9600断11.530丽0演1.1400弟5犹6尾9.0600样2.1400蝇12.660纹0野0.8200域6赴6键9.0600烛2.1500煎12.580俘0促0.7300阶6厉7疤8.6000漠1.4700雹13.600率0技1.1500签7捧7狐8.6000教1.4800尾13.550外0际1.0900烫7祖8角8.2000额1.2800远13.760门0训1.4900棕8舱8百8.2000你1.2900添13.730河0系1.4500帖8馆9叮7.7400打1.1000丛13.820释0辆2.0000被9升9种7.7400侮1.1000脱13.830睬0闹2.0200烈9撇10滩7.7000批1.6400炒12.770躬0云2.1900慈10氧10描7.7100钞1.6300狐12.830探0怕2.2600挪10胀11座7.8000英2.7500歉10.860芒0阀2.1500蕉11纳11倘7.8300冻2.7600哭10.910巡0骤2.2100食11辜12省7.6200师3.6400响9.2700略2.4700论12笼12杜7.6600月3.6600棉9.2600或2.4800别12残13考5.7200券3.2200莲9.2900匠4.8700睁13泛13孝5.7500海3.2500蒜9.2500舟4.8300淘13辉14蜂3.9800羞2.5600闷10.010晌0漂6.7900宜14喂14少3.3400兔2.0000粪8.8200扶5.8600奇14约15掀1.1300抖0.7600竹10.260痒0逗8.4700注：1.横梁最大应力用于验算砼压应力，组合中各分项系数均取1.0。2.横梁最小应力用于验算砼抗裂度，组合中汽车荷载系数为0.7，预应力系数为0.85（预制梁），其余各分项系数为1.0。表-8中横梁组合内力表贞荷载组合升：静痛认恒授载硬+诵汽车追单元号青节点号裁最大轴力剂（阿K赚N摆）菌最小轴力鞋（发K说N尊）出最大剪力东（抢K恨N物）穷最小剪力丰（裹K更N军）打最大弯矩倡（邻KN-保m贴）墨最小弯矩萍（焦KN-番m训）呆1喇1贴4255.9慕300浑4255.9你300叠779.03嫌00饺349.86增00娘-733.0摆200弄-779.5倘200胃1衣2残4265.1困400染4265.1澡400链730.20袋00响301.04坛00汽-337.9听000流-577.3国200掏2项2川5269.6档700居5269.6馅700现675.22眯00方246.06胡00恨-484.2踩200灶-723.6肿400泛2宜3忽5297.7全400宋5297.7雷400垮557.59赏00部110.91崖00忘-159.2窝000垮-602.6镜600格3驶3赞5297.2丽800别5297.2决800脉508.87壳00强81.130膏0异-164.9撕800任-608.4盾400脚3迅4赴5330.4狭900驻5330.4吗900量304.87迹00幕-112.7责800击175.12诞00围-613.4想800猪4察4挪5335.6兆200佛5335.6按200天309.66馆00燃-107.9焦900页167.03固00敬-621.5劝700罚4拆5屑5351.8按000逢5351.8雁000奖162.14梨00放-217.5在500突280.22存00雅-738.4蜡600矛5征5圣5352.4勇600雕5352.4兔600覆154.39辜00俩-225.3桑000还272.04悼00睁-746.6线500质5烂6义5375.9由100粘5375.9侍100警65.980驳0渗-305.6泼100克292.32状00批-954.6浊200锐6插6殿5380.7环400蜜5380.7卖400垮90.720障0助-280.8屈700央283.51渔00秋-963.4灌300粉6橡7屋5427.9蜘100勺5427.9羽100啊70.020夹0动-302.3表200问216.88创00巩-1148.咽8000糊7剩7件5433.3割100顽5433.3挤100嫁120.43并00属-251.9闭100拜210.82塑00演-1154.跌8600它7窜8泛5472.6肝500集5472.6剪500威71.510转0象-288.1然800施157.36犬00级-1226.轧6200胡8那8件5475.8康900椒5475.8咸900透109.88哄00桃-249.8沫100织154.84疲00粘-1229.纲1400博8归9甜5522.3浴600妇5522.3拒600趴100.19保00愁-272.1瑞600朗84.240赵0逃-1281.散8500藏9民9锻5523.8在000糖5523.8选000赢150.26茫00竟-222.0司900弓86.060历0选-1280.残0200春9接10纳5578.5烧700缺5578.5胜700婆210.84萍00青-160.7龙500跳100.75纳00磨-1146.啄2200奇10瑞10践5572.0偿000遵5572.0口000良266.09胶00笨-105.5荒000苦110.57蜜00棒-1136.沃4000额10酷11收5564.3掏900口5564.3庸900血248.27片00有-148.6束300会186.53伟00否-840.1筒100午11傍11债5560.5笔600星5560.5条600作264.58畜00杠-132.3女100侮198.49乞00尘-828.1禁500李11竭12庆5540.4乖900境5540.4拆900传92.480葡0辽-325.1脑600盛217.11此00衣-572.3漫300笑12核12富5544.3剖200饰5544.3先200衰38.520秃0拉-379.1包300等225.90认00唱-563.5死400滔12荣13两5506.4守400滤5506.4虫400改-218.3敲200凝-673.3款600滩-134.1疏500锤-591.0要400汤13盾13都5507.3昨600砌5507.3津600终-253.4瓶700企-708.5唇100临-130.0态100晓-586.9鼠000滑13斤14狮5475.7扣000世5475.7期000庄-414.9私400辟-855.2蜘400气-489.8姻400玩-734.9听600舒14请14别4414.2蹲000佩4414.2遮000监-491.6按600咬-931.9缘500娱-380.8饭200皆-625.9示400楼14乡15桑4405.9腾000苗4405.9么000假-550.5背700柜-990.8勤600忽-847.0芝200勺-893.5舰500（七）端横梁应力、内力表表-9端横梁组合应力表单位:MPa魄荷载组秤合苗:址侮恒马载赶+获汽车多单元号乎节点号浓上缘狡最大应力肉上缘医最小应力寻下缘疲最大应力更下缘饥最小应力与1暂1环1.3800誉1.3400之3.2700蜂3.2200支1酿2隔2.1300包1.7100锄2.9100悦2.4900扩2宫2寇2.1200型1.7000卫2.9100这2.4900砌2葬3要2.1900麻1.4600摊3.1600熔2.4300粥3践3迈2.1800鬼1.4400次3.1700杆2.4400逆3孝4主2.0200不1.0900肢3.5400渡2.6200梯4验4架2.0100师1.0800眨3.5600诉2.6400贴4狱5考2.0300亭0.9200劈3.7700壤2.6600绩5笼5坟2.0300慕0.9100争3.7800柱2.6700凉5删6辣2.1900征0.9900尺3.7100折2.5300率6姜6率2.1900笑0.9900捐3.7100哥2.5300垒6册7乔2.1800歌0.9900兽3.6900或2.5000欲7者7阻2.1800伙0.9900邮3.6900态2.5000筝7其8善2.0600当0.9000添3.7500耐2.6000凡8称8斤2.0500部0.9000胀3.7500加2.6000粱8拣9倍1.7800述0.7400炉3.9100增2.8900绑9鉴9漏1.7800洽0.7400靠3.9100愚2.8900窜9谢10器1.6500锤0.8100守3.8500摆3.0100舌10界10五1.6600栗0.8200耗3.8400猪3.0000周10轿11椒1.7100卵1.0700峰3.5500稻2.9200冠11榴11崭1.7200仍1.0800弓3.5400屈2.9100您11胀12酷1.5600明1.2000贼3.4100的3.0500泪12这12季1.5700踩1.2100阻3.4000滥3.0400牲12臣13承0.8500字0.8200钩3.7100撇3.6700注：1.横梁最大应力用于验算砼压应力，组合中各分项系数均取1.0。2.横梁最小应力用于验算砼抗裂度，组合中汽车荷载系数为0.7，预应力系数为1.0（整体现浇），其余各分项系数为1.0。表-10端横梁组合内力表灿荷载组合血：稍蔬触恒祸载奉+四汽车役单元号辩节点号鞭最大轴力阔（践K份N仅）陡最小轴力践（熔K赌N价）睬最大剪力固（间K妄N烟）驼最小剪力星（椒K愁N忧）染最大弯矩踏（喘KN-姐m旺）常最小弯矩训（型KN-阔m谈）农1拍1姐6191.1民500招6191.1忧500胆819.10量00蜜389.94丙00射-968.1额400菌-1014.钉6700手1挂2尝6250.3压500哀6250.3洗500辛510.07姿00悲63.390侵0病-211.3挑900咏-654.9债500裕2场2茅6245.5锦100羡6245.5购100眉388.11贼00谎-39.62恰00比-222.1攀600椒-665.7疲200筑2裤3聚6293.4食900族6293.4务900庭36.300琴0阶-381.3盐500嗽-162.7评900截-951.5速100街3拐3消6293.6擦500绍6293.6崇500播36.280袍0衰-381.3队600孤-179.1每500钟-967.8叼700滔3征4泉6346.0界400望6346.0蜂400宵-33.02临00洒-412.7灿100罪-375.3恒000势-1394.紧1000怒4掀4拾6361.7长400梢6361.7盯400孝72.060麻0雨-307.6揪300纪-394.4者900碎-1413.纠3000椒4鄙5通6469.5涨800冻6469.5涉800讽138.11倘00晴-233.4偏800缘-403.8斤600优-1650.挡9200冈5茫5湖6479.8边400卖6479.8愤400依244.70忽00筛-126.8毙900忽-414.4关600捷-1661.祸5100铃5夸6陵6539.7衣500唤6539.7倍500性225.14蛾00楼-147.2跳100者-245.9芬700帖-1611.野7600躺6吨6狗6539.9闹300都6539.9岗300拔225.11羊00拜-147.2芬400欺-247.3刮900泪-1613.昨1800状6谢7伶6548.6怎500漫6548.6闻500核66.840格0供-292.8称500寒-241.0劳300躬-1625.弃1300壶7吼7将6548.8峰300历6548.8症300软66.840怕0赏-292.8性500决-242.4轨600快-1626.促5600静7菌8疏6557.5阿500省6557.5朽500切-95.26灰00糊-467.6例000堤-380.2蛛400质-1746.葡4400饿8尤8性6557.7华300给6557.7究300邀-95.28断00摆-467.6简300拼-381.6成600膜-1747.警8600线8爽9刺6613.6老500评6613.6项500蜘-113.0绣400贪-484