桥梁下部计算书

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页数：198页

时间：2023-09-20

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目录I第■篇概述21.1工程概况21.2设计依据21.3主要材料2第二篇结构分析计算32.1上部结构计算32.2桥墩盖梁计算32.3桥台盖梁计算882.4桥墩墩柱计算171

1第一篇概述1.1工程概况本桥为单幅桥，桥梁全宽度为28.0m。横断布置为：0.3m(栏杆)+5.7m(人行道)+16.0m(车行道)+5.7m(人行道)+0.3m(栏杆)=28.0m.桥梁纵坡1.646%。主要技术标准：1)、设计荷载:城市-B级，人群荷载：4.OkN/m*.2)、道路等级：城市次干道3),地震：vn度，地震动峰值加速度等于o.ig4)、通航等级：无通航耍求。5)、桥梁结构设计安全等级：一级1.2设计依据1)、《城市桥梁设计规范》(CJJ11-2011)2)、《公路桥涵设计通用规范》(JTGD60-2004)3)、《公路钢筋混凝土及预应力混凝土桥涵设计规范》(JTGD62-2004)4)、《公路桥涵地基与基础设计规范》(JTGD63-2007)5)、《城市桥梁抗震设计规范》(CJJ166-20U)6)、《公路桥涵施工技术规范》(JTG/TF50-2011)7)、《混凝土结构耐久性设计规范》(GBT/T50476-2008)8)、《城市桥梁工程施工与质量验收规范》(CJJ2—2008)9)、《公路桥梁板式橡胶支座》(JT/T4-2004)10)、《公路桥梁伸缩装置》(JT/T327-2004)11)、《预应力混凝土用钢绞线》(GB/T5224-2003)12)、《预应力混凝土桥梁用塑料波纹管》(JT/T529-2004)13)、《公路交通安全设施设计规范》(JTGD81-2006)14)、《公路交通安全设施设计细则》(JTG/TD81-2006)1.3主要材料(1)、混凝土空心板采用C50混凝土；现浇整体化层均采用C50混凝土；支座垫石、桥墩及桥台采用C40混凝土；基础采用C30水下混凝土。(2)、钢材

2a、钢筋：符合《钢筋混凝土用热轧带肋钢筋》(GB1499.2—2007)及《钢筋混凝土用热轧光圆钢筋》(GB1499.1—2008)的规定,所有受力钢筋采用HRB400钢筋,其它钢筋采用HPB300钢筋。b、钢板采用Q235钢板，其标准应符合《碳素结构钢》(GB/T700-2006)的规定。第二篇结构分析计算2.1上部结构计算上部结构图纸采用13m后张法空心板梁公路桥涵通用图。2.2桥墩盖梁计算原始数据表单位:kN-m制i正常使用裂缝宽度计算i横分系数采用।।1裂缝宽度限值mm|偏载支点过渡跨中比值|।।।i不计冲击力1i偏载杠杆法支点过渡偏压法跨中，对称杠杆法i11।0.2001।।0.250|।注：横向加载位置仅按左偏、右偏、里对称、外对称加载。i车道荷载।i车辆荷载i人群集度1I11I车道数i车道车辆荷载提高系数i।1।I城-A级1■I城-A级车辆|3.50011114i10.000|1注：I、加载方式为自动加我。重要性系数为1.1。2、横向布载时车道、车辆均采用1到4列分别加载计算。车道荷载数据I双孔加载集中力|1|_左孔加载集中力i右孔加载集中力i双孔加载均荷载i左孔加载均荷载i右孔加载均荷载i।■।■।11|140,000|I1।।140.000|140,000|।।37.5001|37,500i11|37.500|1I注：集中荷载Pk己经乘以1.2系数，使得竖直力效应最大。双孔加载按左孔或右孔的较大跨径作为计算跨径。I车道边轮距护轮带ii横向轮数ir2轮距1I।11轮距合计|12列车横向近轮距|1r|0.600।।।|2|1,800।।11111.800|i11.300|1车辆荷载数据111车辆轴数11|_「2轴距|2〜3|1I3〜4|4〜51I轴距合计|1iI115I11113.600|1,200|116.0001|7.200।11|18.000|1I11轴重।।2轴重|3轴重|II4轴重।15轴重11轴重合计I1Ir1I60.0|11140.0|140.0|200.01|160.011|700.0|

3车辆边轮距护轮带I横向轮数I1"2轮距|轮距合计I2列车横向近轮距11110.600|2|1.800|1.800|1.3001111双孔、左孔、右孔分别加载时对应的冲击系数加载方式I双孔加载I左孔加载I右孔加载111冲击系数|0.3500I-|III上部横断面宽度数据右偏角（度）I桥面净宽I左护栏宽I左人行宽I左隔离栅宽I右隔离栅宽I右人行宽I右护栏宽1111111135.000|16.000|0.300|5.700|0.000|0.000|5.700|0.3001I1I1I1梁（板）数、梁（板）横向距离左右支座|梁板数I间距1〜2|2〜3|3~4|4-5|5〜6|6〜7|7〜8|8'9|9'10|lO'll|1T12|12〜13|13-14|14~1515~16|16^17|17~18|18^19|19、20|20~21|2广22||对称|22|1.25|1.25|1.25|1.25|1.25|1.25|1.25|1.25|1.25|1.25|1.25|1.25|1.25|1.25|1.25|1.25|1.25|1.25|1.25|1.25|।।।iiiiiiiii।111.25|1每片上部梁（板）恒载反力1梁（板）编号11号I2号|3号|4号|5号|6号|7号|8号|9号|10号|11号||14号|15号|16号|17号|18号|19号|20号|21号|22号|合计|।।।।।।।।।।।।।12号|13号111t11r1t11111—1111111111——1|左孔支反力|354.9|268.2|268.2|268.2|268.2|264.7|264.7|264.7|264.7|264.7|264.7|264.7|264.7|264.7|264.7|264.7|268.2|268.2|268.2|268.2|354.9|6032|1IIIII1IIIIII1264.7|111111t1111111—1111111111——11右孔支反力10.0|0.0|0.010.010.010.010.010.010.010.010.010.0|0.0|0.0|0,010.0|0.0|0.010.010.0|0.0|0|111111111111110.0|[1111111111111—1111111111——1|合计|354.9|268.2|268.2|268.2|268.2|264.7|264.7|264.7|264.7|264.7|264.7|264.7|264.7|264.7|264.7|264.7|268.2|268.2|268.2|268.2|354.9|6032|।।।।।।।।।।।।।1264.7|।跨径数据内容I标准跨径I计算跨径I支座与墩中心距离I支座与梁端接缝中心距离I左孔数据13.0012.600.200.20

41右孔数据I13.0011|12.60|110.20|0.20|11i位置i111号边梁与桥面护栏外侧垂直距离111号边梁与盖梁端垂直距离11靠左侧孔支撑10.8751!10.875|111靠右侧孔支撑1110.8751110.875|裂缝C3值1拉筋重心距11压筋重心距1上通筋数--一下通笳数i支点弯矩削峰i自动计算1|0.07111|0.071।।00\।|0.90|।।混凝土等级i主筋种类I主筋直径mm侧筋种类侧筋直径nun|1箍筋种类箍筋直径mm|।C3011HRB335钢筋1-128HRB335钢筋112I1HRB335钢筋12i1i斜筋计算方式采用i।।侧面筋间距I碎和箍筋承担分配系数|裂缝计算中钢筋直径系数|।111给定碎和箍筋共同承担分配系数11115.00110.6011|1.301।।附注：柱附近的盖梁箍筋要加密。挡块数据i挡块设置i挡块盖梁i挡块宽度1II1挡块高度I左距梁端右距梁端i帽轴向斜坡宽i非斜坡段高i1II1两侧设置I齐平I0.211一111|0.40।0.000.00।।।|0.0010.00|1111盖梁全长11盖梁宽度盖梁悬距变高悬长！|39.60|।1.601|4.322.83|盖梁截面i盖梁端部高I1盖梁跨中高!矩形截面।।|0.60|।।1.30|墩身数据1墩身截面形状1墩柱高II柱直径1柱数1柱距广21II2~3|3~4|1I1111圆形截面I4.00।।111.00|4|10.32।1111|10.32|10.32|।1।i盖梁计算方式i।।基础类型i墩台身混凝土等级1i桩基混凝土等级i1I1按线刚比判断1桩基单排桩1IC30।।IC30|桩基特性I桩侧上比例系数I桩端上比例系数I上内摩擦用I盖梁顶至冲刷线距

6111|_双孔加载122.8|122.8|0.0|1\0.0000|1110.00|10|1人群/米11|_左孔加载11122.8|10.0\1|0.0|1110.00001111110.00110|1r11111右孔加载1110.0|I22.81t|0.0|1110.00001111110.00110|11111|_1双孔加载111350.5|171.111|700.0|1I10.3500|11向左行驶11120.00|1700|1r11辆车辆11|_1左孔加载111360.0|10.011|480.0|1110.3500|1向右行驶111-1.60|1700|1r1111右孔加载1110.0|1350.511|540.0|1110.3500|11向右行驶1115.60|1700|1111|_双孔加载111243.8|1386.0111110.3500|111111-|11列车道11|_1左孔加载111386.0|10.0111|10.3500|11-1111-|1r11右孔加载110.0|386.0111-110.3500|111-|注：1、“人群/每米”指横向1米宽度的支反力，不是总宽度对应的支反力.总宽度为11.4米。2、“总轴重”指一联加载长度内（双孔或左孔或右孔加载）的轮轴总重。计算水平制动力使用。3、"左、右支反力”未计入汽车冲击力的作用。4、双孔加载车道均布荷载、集中荷载的跨径采用“单孔左或右跨不利作为计算跨径”.5、双孔、左孔、右孔分别加载车道均布荷载为37.5、37.5、37.5kN/m,集中荷载为140、140、140kN.6、双孔支反力合计：人群荷载45.511kN/m,1辆车辆荷载421.587kN,1列车道荷载629.841kN。7,左孔（或右孔）单孔加载时同1辆乍的前后轮轴可作用在另一孔内，保证单孔支反力最大，另一孔即便有轮轴支反力仍未计.见示意图。①单孔内加载不进入另一孔I-＞轮轴不进入另一孔+111,4++—11单孔内加载另一孔tfR计算ttR另孔二0tt11I：1计算墩11②可进入另一孔但只计单孔不计另一孔+一11111J11111-＞轮轴进入另一孔单孔内加我另一孔1t1R计算ttR另孔存在但视为0参与计算tt++H一十4+计算墩活我反力和冲击系数表（表2）i内容i11人群kN/mi车道荷载1车道冲击i1车道反力11车辆荷载11।车辆冲击11车辆反力1111双孔加载11..145.51I629.8110.350|11850.3|11421.6|(10.350|1569.1|111左孔加载11122.81|386.0110.350|11521.1|1T360.0||10.350|I486.0|1右孔加载122.81|386.010.350|1521.1|1350.5|10.350|473.1|

7I采用值I-I-I-I850.3|-|-|569.1|注：1、线荷载为52kN/m,指盖梁的总.直最除以盖梁长度得到的每延米重量。2、车道和车辆双孔、左孔、右孔加载均指1列荷载作用，采用值已计冲击系数。3、车道双孔加载控制，车辆双孔加载控制。3）梁（板）横向分配系数表（表I।।।।।।।।।।।I11梁（板）1编号12|13|14|11।।।।।।।।।1112|3|4|5|6|7|8|9|15|16|17|18|19|20|21|22|合计|111111111110|1111|_1II11111111111111111111110.231|1111偏心法左偏0.175|0,119|1111111111|0.846|0.790|0.734|0.678|0.622|0.566|0.511|0.455|0,399|0.064|0.008|-0.048|-0.104|-0.160|-0.216|-0.272|-0.328|5,700|IIIIIIIIII0.343|10.287||_111I1111111111111111111r11人0.287111t群|偏心法右偏0.343|0.399|11t11I1111|-0.328|-0.272|-0.216|-0.160|-0.104|-0.048|0,008|0,064|0,119|0.455|0.511|0.566|0.622|0.678|0.734|0.790|0.846|5.700|11111111110.175|10.231||_11।।11111111111111111111110.000|11杠杆法对称0.000|0.000|1111111111|1.332|1.118|1.250|1.250|0.744|0.006|0.000|0.000|0.000|0.000|0.000|0.006|0.744|1.250|1.250|1.118|1.332|11.400|11111111110.000|10.000||_111111111111111111111111110.04311111偏心法左偏0.03710.031111111t1111|0.107|0.10110.095|0,089|0,084|0,078|0,072|0.066|0.060|0.025|0.019|0.013|0.007|0.001|-0.004|-0.010|-0.016|1.000|11111111110.054|I0.0481|_111I11111111111111111111110.04811\11偏心法右偏0.054|0.060|1111111111|-0.016|-0.010|-0.004|0.001|0,007|0.013|0.019|0,025|0,031|0.066|0.072|0.078|0.084|0.089|0.095|0.101|0.107|1.000|11111111110.037|10.043||_11।।1111111111।।।।।।।।।11111111111111||杠杆法里对称|0.000|0.000|0.000|0.000|0.000|0.000|0.000|0.000|0.000|0.39010.11010.00010.000|0.000|0.00010.00010.00010.00010.00010.000|1.000111台左楠1111111111L0.110|10.390||_1।|।।IIIIIIIIIIiiiiiiiii1110.390|I।।।।।।।।।।।I|杠杆法外对称|0.00010.00010.00010.00010.00010.00010.00010.00010.00010.11010.00010.00010.00010.00010.00010.00010.00010.00010.000|1.0001111111111110.110110.390||_1111111111IIIIIIIIIIIII1110.000111杠杆法左偏0.00010.00011IIIIIIIII|0.00010.00010.00010.00010.21010.290|0.490|0,010|0.000|0.000|0.000|0.000|0.000|0.000|0.000|0.000|0.000|1.000|11111111110.000110.000||_11111111111111IIIIIIIII1110.000111杠’杆法右偏’0.00010.00011IIIIIIIIII0.000|0.000|0.000|0.000|0.000|0.000|0.000|0.000|0.000I0.01010.49010.290|0.210|0.000|0.000|0.000|0.000|1.000|11111111110.000|10.000||_11111111111111IIIIIIIII1110.0861Itf1偏心法左偏0.07710.06911IIIIIIIIII0.185|0.176|0.167|0,158|0.149|0,140|0,131|0.122|0.113|0.060|0.051|0.042|0.033|0.024|0,015|0.006|-0.003|2.000|11111111110.104|10.095||_111।111111111111111111111

810.0951I1偏心法右偏0.10410.11311|-0.003|0.006|0,015|0.024|0.033|0,042|0.051|0.060|0.069|0.122|0,131|0.140|0.149|0.158|0.167|0.176|0.185|2.000|1IIIII11110.077|10.086|111।।11111111111111111111I1'1杠百法里对30.49010.28010.230|\ttff1111|0.00010.000|0.000|0.000|0.00010.00010.00010.00010.230|0.00010.00010.000|0.000|0.00010.00010.000|0.000|2.000|11111111110.280|10.490|11/牺1邮1111111111111111111111111!0.000|1।i1杠杆法外对质0.000|0.000|1111111111I0.000|0.00010.000|0.00010.21010.290|0.490|0.010|0.000|0.010|0.490|0.290|0.210|0.000|0.000|0.000|0.000|2.000|11111111110.000|10.000|1111111111111111111111111110.000111杠杆法左偏0.00010.00011111111111|0.000|0.000|0.000|0.000|0,210|0.290|0.490|0,480|0.280|0.00010.00010.00010.00010.00010.00010.00010.00012.000111111111110.250|10.000|11111111111111111111111110.00011111杠杆法右偏0.25010.2801111111I1I1|0.00010.00010.00010.00010.00010.00010.00010.00010.00010.48010.49010.290|0.210|0.000|0.000|0.000|0.000|2.000|11111111110.000110.00011111I111111111111111111111■.10.10511111偏心法左偏0.09810.09111111111111|0.186|0.17910.172|0.164|0.157|0.150|0.142|0.135|0.128|0.083|0.076|0.069|0.061|0.054|0.046|0.039|0.032|2.400|11111111110.120110.113|1111111111111111111111111110.113|1111偏心法右偏0.120|0,128|1111111111|0.032|0.039|0,046|0.054|0.061|0.069|0.076|0,083|0.091|0.135|0,142|0.150|0.157|0.164|0,172|0.179|0.186|2.400|1IIIII11110.098|10.105|111।।11111111111111111111I1'1杠百法里对成0.31210.38410.224|111111111|0.000|0.00010.00010.00010.00010.00010.00010.28010.224|0.28010.00010.000|0.000|0.000|0.00010.00010.00012.400|11111111110.384110.312|11J牺牛纲111111111111111111111111110.3121I।iI杠杆法外对和0.088|0.000|1111111111|0.000|0.000|0.000|0.000|0.168|0.232|0.392|0.008|0.000|0.008|0.392|0,232|0,168|0,000|0.000|0.000|0.000|2,400|IIIIIIIIII0.088|10.312|1111I1111111111111111111r110.392|I111杠杆法左偏0.00010.00011t1tII1111|0.000|0.000|0.000|0.000|0.168|0.232|0.392|0.384|0.224|0.00010.00010.000|0.00010.000|0,000|0.00010.00012.400111111111110.384|10.224|11111111111111111111111111--10.224|11杠杆法右偏0.38410.224|1111111111|0.00010.00010.00010.00010.00010.00010.00010.00010.00010.38410.392|0,232|0.168|0.000|0.000|0.000|0.000|2.400|11111111110.000110.392|1111I111111111111111111111■.10.12011111偏心法左偏0.115|0,111|1t11111111|0.169|0.16410.160|0.155|0.151|0.146|0.142|0.137|0.133|0.106|0.102|0.097|0,093|0.088|0.084|0.079|0.075|2.680|I1I1I111110.129110.124|111111111111111111111111110.12411111偏心法右偏0.129|0,133|1111111111|0.075|0.079|0.084|0.088|0.093|0.097|0.102|0.106|0.111|0.137|0,142|0.146|0.151|0.155|0,160|0.164|0.169|2.680|11111111110.1151...I0.120|..111।।11111111111111111111111杠杆法里对称0.32810.18810.322|14辆车辆I\ttff1111|0.00010.00010.00010.00010.00010.00010.31510.188|0,322|0.188|0.315|0.000|0.000|0.000|0.000|0.000|0.000|2.680|H11111111F0.188|F0.328|F

9|杠杆法外对称I0.000I0.000I0.000I0.000I0.141I0.194|000I0.167I0.188I0.322|0.328|0.194|0,141|0,000|0,000|0.0.328I0.322|.000|0.000|2.0.188.680|0.1680.000|杠杆法左偏|0.000|0.000|0.000|0.000|0.141|0.1940.328|0.3220.1880.328|0.328|0.188|0.154|0.000|0.000|0.000|0.000|0.000|0.000|0.000|2.680||杠杆法右偏|0.000|0.000|0.000|0.000|0.000|0.000|188|0,322I0.188|0.322|0.328|0,194|0.141|0,000|0,000|0.0.000|0.154|.000|0.000I2.0.188.680||偏心法左偏|0.107|0.101|0,095|0.089|0.084|0.078|043|0,037|0.031|0.025|0.019|0.013|0,007|0.001|-0.004|-0.0.072I0.066.010|-0.016|10.060.000|0.3220.3280.0540.1880.3280.048|偏心法右偏|-0.016|-0.010|-0.004|0.001|0,007|0.013|048|0.054|0.060|0.066|0.072|0.078|0.084|0.089|0.095|0.0.019|0.025.101|0.107|10.031.000|0.0370.043|杠杆法里对称|0,000|0.000|0.000I0.000I0.000|0.000I390I0.110|0.000I0.000|0,000|0,000|0.000I0.000I0.000I0.I列车道I111111F0.000I0.000.000I0.000I10.000.000|0.1100.390|杠杆法外对称I0.000I0.000I0.000I0.000I0.000I0.000I390I0.110I0.000I0.000|0,000|0,000|0,000I0.000I0.000I0.I111111F0.000I0.000.000I0.000I10.000.000|0.1100.390|杠杆法左偏|0.000|0.000|0.000|0.000|0.210|0.290|000I0.000I0.000I0.000I0.000|0,000|0.000I0.000I0.000I0.0.490|0.010.000I0.000I10.000.000I0.0000.000|杠杆法右偏|0.000|0.000I0.000I0.000I0.000I0.000I000I0.000I0.000I0.010I0.490|0.290|0.210|0.000|0.000|0.0.000I0.000.000I0.000I10.000.000|0.0000.000|偏心法左偏|0.185|0.176|0.167|0.158|0.149|0.140|086|0.077|0.069|0.060|0.051|0.042|0.033|0.024|0.015|0.0.131|0.122|.006|-0.003|2.0.113|0.104.000|0.095|偏心法右偏1-0.003|0.006|0.015|0.024|0.033|0.042|095|0.104|0.113|0.122|0.131|0.140|0.149|0.158|0.167|0.0.051I0.060|.176|0.185|2.0.069.000|0.0770.086|杠杆法里对称|0.000|0.000|0,000|0.000|0.000|0.000|490|0.280|0.230|0.000|0.000|0,000|0,000|0.000|0.000|0.2列车道|11111110.000I0.000I.000I0.000|2.0.230.000|0.2800.490|杠杆法外对称I0.000I0.000I0.000I0.000|0.210|0.2900.490|0,0100.000.000|0.000|0.000|0.010|0.490|0.290|0.210|0.000|0.000|0.000|0.000|2.000||杠杆法左偏|0.000|0.000|0.000|0.000|0.210|0.2900.490|0.4800.2800.000I0.000I0.000I0.000I0.000|0.000|0.000I0.000I0.000I0.000I0.000I2.000I0.0000.0000.2500.000

10|杠杆法里对称|0.000|0.000|0.000|0.000|0.000|0.000|.312|0.384|0.224|0.280|0.000|0.000|0.000|0.000|0.000|0.3列车道卜0.000I0.280|0.224.000|0.000|2.400|0.3840.312|杠杆法外对称|0.000|0.000|0.000|0.000|0.168|0.232|312|0.088|0,000|0,008|0.392|0,232|0.168|0,000|0,000|0.0.392|0.008|0.000.000|0,000|2,400|0.0880.31210.000|1111杠杆法右偏0.250|0.280|1111111111|0.00010.00010.00010.00010.00010.00010.00010.00010.00010.480|0.490|0.290|0.210|0.000|0.000|0.000|0.000|2.000|11111111110.000110.00011111111111111111111111111110.105|1111偏心法左偏0.098|0,091|I111111111|0.186|0,179|0.172|0,164|0.157|0.150|0.142|0.135|0,128|0.083|0.076|0.069|0.061|0,054|0.046|0,039|0.032|2,400|III1IIIIII0.120|I0.113|I111I11111111111111111111110.11311111偏心法右偏0.120|0.128|111ttt1111|0.032|0,039|0,046|0,054|0.061|0,069|0,076|0.083|0,091|0.135|0.142|0.150|0.157|0.164|0.172|0.179|0.186|2.400|0.098110.10511_10.1392|1杠杆法左偏0.000|0.000|1111111|0.00010.00010.000|0.00010.168|0.2320.000|0.000|0.000|0.000|0.000|0.000|11111110.11110.39210.384|0,224|000|0.000|2.400|1II0.384|10.2241111।।11111111111111111110.L224|1杠杆法右偏0.38410,224|1111111|0.00010.00010.00010.00010.00010.0000.38410.392|0,232|0,168|0,000|0,000|।।।।।।10.11110.00010.00010.000100010.00012.400|1110.000110.392||杠杆法里对称I0.000|0.000|0.000|0.000|0.000|0.000|328|0,188|0,322|0.188|0,315|0,000|0.000|0,000|0,000|0.4列车道I1111110.315|0.188|0.322.000I0.000I2.680|0.1880.328|杠杆法外对称|0.000|0.000|0.000|0,000|0.141|0.194|000|0.167|0.188|0,322|0.328|0,194|0.141|0,000|0,000|0.0.328|0.322|0.188.000|0,000|2,680|0.1680.0001111偏心法左偏111111|0.169|0.164|0.160|0.155|0.151|0.146|1110.14210.13710.133|0.129|0.124|0.120|I0.115|0.111|10.106|0.102|0.097|0.093|0,088|0.084|0.III1III079|0.075|2.680|IIIII

1111111111111111111111111111偏心法右偏1111t1|0.075|0.079|0.084|0.088|0.093|0,097|1110.102|0.106|0.111|0.115|0.120|0.124|10.129|0.133|10.13710.142|0.146|0.151|0.155|0.160|0.1111I11164|0.169|2.680|111।।11111杠杆法左偏0.328|0.328|0,188|1I111111111|0.00010.00010.00010.00010.14110.194|0,328|0,322|0,188|0,322|0.18810.154|0.000|0.000|0.000|0.000|0.000|1111110.1000|0.000|2.680|1111।।IIIIII।।।।।।111111111111|杠杆法右偏|0.000|0.000|0.000|0.000|0.000|0.0000.000|0.154|0.1880.3280.3280.188|0.322|0.188|0.322|0.328|0.194|0.141|0.000|0.000|0.000|0.000|2.680|注：1、表中横向分配系数采用“杠杆法（支点）过渡到偏心受压法（1/4跨）”，即纵向荷载位于支

12点与1/4跨之间按“杠杆法”与“偏心受压法”插值计算，1/4跨之间按“偏心受压法”计算。2、车道荷载布载两列及以上时横向分配系数值已经计入车列数和横向折减系数.3、人群横向分配系数已计入人行道宽度左、右人行道宽度5.7m、5.7m。4、两列车横向布置左偏、右偏、里对称、外对称示意。左偏——h-1pHFh——IIII11右偏+-|-1-+++—1II11里对称+1__|1-4111111外对称+-J-4III111横向折减系数表（表3_1）I横向布置设计车道数|1|2|3|4|111111|横向折减系数|1.000|1.000|0.800|0.670|।।।।।]活载引起梁（板）支反力表（表4）।।।।ill।।।।।।।1梁（板）I编号|1|2|3|4|5161718191101n|12|13|14|15|16|17|18|19|20|21|22|合计|1IIIIIIIII111I111111111111111IIIIIIIIII1||偏心法左偏|38.5|35.9|33.4|30.9|28.3|25.8|23.2|20.7|18.1|15.6|13.1|10.5|8.0|5.4|2.9|0.3|-2.2|-4.7|-7.3|-9.8|-12.4|-14.9|259.4|1111II11111111111111111111111111111111111人群1偏心法右偏I-14.9|-12.4|-9.8|-7.3|-4.7|-2,2|0.3|2.9|5.4|8.0|10.5|13.1|15.6|18.1|20.7|23.2|25.8|28.3|30.9|33.4|35.9|38.5|259.4|1IIIIIIII1III|1111III11II111111111111111||杠杆法对称|60.6|50.9|56.9|56.9|33.8|0.3|0.0|0.0|0.0|0.0|0.0|0.010.010.010.010.010.3133.8|56.9|56.9|50.9|60.6|518.8|111111111111111111III1111111111111111111111111111111||过渡法左偏|55.4|52.4|49.3|46.3|86.4|109.7|170.4|34.6|31.1|28.1|25.0|22.0|19.0|15.9|12.9|9.8|6.8|3.8|0.7|0.0|0.0|0.0|779.5|111111111111111111III111111111t11t111111||过渡法右偏|0.0|0.0|0.0|0.7|3.8|6.8|9.8|12.9|15.9|19.0|22.0|25.0128.1|31.1|34.6|170.4|109.7|86.4|46.3|49.3|52.4|55.4|779.5|11栅军如1|IIIIII||II|11辆牛刑1111111111111-H111111——1——1111

131222.0|11杠杆法里对称|0.0|0.0|0.0|62.6|0.0|0.0|0.0|0.0|IIIIL0.0|0.0|0.0|0.0|0.0|0.0|0.010.010.010.010.01569.1|1111I162.6|1222.0|1111II1111111111111t1222.0|1t11111杠杆法外对称I0.0I0.0|0.0|62.6|0.0|0.0|0.0|0.0|111II11f1110.0|0.0|0.0|0.0|0,010.0|0.0|0.0|0.0|0.010.0|569.1|11111162.6|1222.0|I11]11II1111111111I1t1!44.7|1I过渡法左偏I95.6|90.9|86.3|40.1|35.4|30.8|26.2|21.6|11111181.7|102.9|125.5|185.4|180.0|115.6|16.9|12.3|7.7|3.1|0.0|1456.1|111111104.0|I49.3|11I111IIillii111111111II111111111111111I|过渡法右偏|0.0|3.1|7.7112.3|16.9|21.6|26.2|30.8|35.4|49.3|104.0|115.6|180.0|185.4|125.5|102.9|81.7|86.3|90.9|95.6|1456.1|40.1|144.7|114m十m।।।||||||||।।।।।।1I।।II111278.9|1111111杠杆法里对称I0.010.0|0.0|159.4|130.9|0.0|0.0|0.0|IIIILIIIt110.0|0.0|0.0|0.0|0.01130.9|0.0|0.0|0.0|0.0|0.0|1138.3|I11111159.4|1278.9|111111II1111i1111111111111110.011111111111111杠杆法外对称10.010.010.010.01119.51165.1|278.9|5.7|0.0|0.0|0.0|5.7|278.9|165.1|119.5|0.0|0.0|0.0|0.0|1138.3|111III111110.0|10.01111111II11111I1I1111111148.4|I11111过渡法左偏|96.4|92.6|88.8|50.7|46.9|43.1|39.3|35.4|11111185.0|92.4|109.9|157.7|153.4|101.8|31.6|27.8|24.0|20.2|16.4|1709.6|111111149.7|198.1|1r111II।।।i।11111111111111I|过渡法右偏|16.4|20.2|24.0|98.1|149.7|101.8|153.4|157.7|109.9|11111127.8|31.6|35.4|39.3|43.1|46.9|92.4|85.0|88.8|92.6|96.4|1709.6|11111150.7|1148.4|1IJ牺牛牺|1|||I।।IIi11111111111111!177.6|111I111杠杆法里对称|0.0|0.0|0.0|218.6|127.5|159.4|0.0|0.0|1111110.0|0.0|0.0|0.0|159.4|127.5|0.0|0.0|0.0|0.0|0.0|1365.9|111III218.6|1177.6|111111II1111111111111111I1111177.6|1tilt1杠杆法外对称|0.0|0.0|0.0|50.1|0.0|4.6|223.1|132.0|1IIIIt111110.0|95.6|132.0|223.1|4.6|0.0|95.6|0.0|0.0|0.0|0.0|1365.9|11111150.1|1177.6|11111111111111111111111132.2|111111I过渡法左偏|87.3|85.0|82.7|131.1|86.2|74.7|52.6|50.3|11111180.4|84.5|97.3|137.9|134.6|91.9|47.9|45.6|43.3|41.0|38.7|1847.1|111111132.4|I89.6|1\I1t1111111i11111111111111I|过渡法右偏|38.7|41.0|43.3|89.6|132.4|91.9|134.6|137.9|97.3|11111145.6|47.9|50.3|52.6|74.7|86.2|84.5|80.4|82.7|85.0|87.3|1847.1|111111131.1|1132.2|114晒牛晒1||||1111111111111111186.8|1111111杠杆法里对称|0.0|0.010.01106.8|183.0|106.8|179.2|0.0|IIIILt111110.0|0.0|0.0|179.2|106.8|183.0|0.0|0.0|0.0|0.0|0.0|1525.3|111111106.8|1186.8|f11111II111111t1t1tiiii_i1TTI10.01卜―一11111111111|杠杆法外对称|0.010.010.0|0.0180.11110.61186.8|183.0|106.8|95.3|106.8|183.0|186.8|110.6|80.1|0.0|0.0|0.0|0.0|1525.3|—1111——1——11111F95.3|H0.01——H—

14-120.7|1—11—1过渡法左偏17.8|15.0|1—111—|52.1|49.2|46.3|12.1|9.2|6.4|1III—1——1——1—43.5|117.1|143.43.5|0.7|-2.2|1I—111|213.4|35.7|29.2|-5.0|-7.9|850.3|111126.4|123.5|f1i1।।1111ii।11।।1liltTti'i过渡法'右偏23.5|26.4|29.2|11五||本;昔1111111|-7.9|-5.0|-2.2|0.7|3.5|6.435.7|213.4|143.4|117.1|43.5|46.3|111111111|9.2|12.1|15.0|49.2|52.1|850.3|111117.8|120.7|111列牛坦11111111111।।1II11111111I11331.6|111।1।1杠杆法里对称|0.0|0.0|0.0|93.5|0.0|0.0|0.0|0.0|1111L1110.0|0.0|0.00.0|0.0|0.0|11111|0.0|0.0|0.0|0.0|0.01850.3|||||93.5|1331.6|I11I।।111111i1111111111II1111331.6|1i杠杆法Z卜对称1’0.0I10.010.0193.5|0.0|0.0|0.0|0.0|।।।it1110.010.010.00.010.010.0|11111|0.010.010.010.010.01850.31111193.5|1331.6|111।||1111111111111111111142.0|11过渡法左偏37.7|33.3|1111|89.8|85.5|81.1|29.0|24.6|20.3|IIII11176.8|148.9|173.715.9|11.6|7.2|1I111|242.2|234.3|157.0|2.9|-1.5|1700.6|1111141.8|I46.4|11111r111111111।।till11111111111I|过渡法右偏IT.5|2.9|7.2|11.6|15.9|20.346.4|141.8|157.0|234.3|242.2|173.7|148.9|76.8|81.1|1也*I1I11II111|24.6|29.0|33.3|85.5|89.8|1700.6|||||37.7|142.0|1I“少”十班।।।।।।।।।।।।।1II111111।1416.6|1111111杠杆法里对称10.0|0.0|0.0|238.1|195.6|0.0|0.0|0.0|1111Lt110.0|0.0|0.00.010.010.0111111|0.0|0.0|195.6|0.0|0.0|1700.6|1111238.1|416.6|1111।।।।•i।11111111111110.0|111111111|杠杆法外对称|0.010.010.010.0|178.6|246.60.0|0.0|8.5|416.6|246.6|178.6|0.0|0.0|।।।ill।111|416.6|8.5|0.0|0.0|0.0|1700.6|11110.0110.0111||i।।।1II1111111111I11194.0|11过渡法左偏47.6|44.1|1I90.6|87.1|83.5|40.5|36.9|33.3|1II111179.9|137.5|157.229.7|26.1|22.6|1I111|211.9|205.4|143.6|19.0|15.4|2040.7|1111198.3|1136.4|11।11।11111II111II1111t1।'i过渡法’右偏136.4|198.3|143.6||Q石［|本；皆|111|15.4|19.0|22.6|205.4|211.9|157.2|1III11126.1|29.7|33.3137.5|79.9|83.5|11111|36.9|40.5|44.1|87.1|90.6|2040.7|111147.6|I194.0|11J网牛胆|1।।1111।।।1111111111111265.3|11I।1II杠杆法里对称|0.0|0.010.01326.5|190.5|238.1|0.0|0.0|1111L1110.0|0.0|0.00.0|0.0|0.0|11111|0.0|238.1|190.5|0.0|0.0|2040.7|1111326.5|I265.3|1111I।।।11111111till1111265.3|1111111杠杆法外对称|0.0|0.0|0.0|74.8|0.0|6.8|333.3|197.3|।।।II1110.0|142.8|197.3142.8|0.0|0.0|1I111|333.3|6.8|0.0|0.0|0.0|2040.7|111174.8|1265.3|111||I11II||111II11111111177.7|11过渡法左偏175.5|122.1|1111|82.1|79.9|77.7|107.7|49.4|47.2|1III11175.5|124.6|142.045.1|42.9|40.7|1I111|188.6|184.0|133.0|38.5|36.3|2278.8|1111179.6|1128.6|f1111I1111III11IIIliltTt11128.6|11I过渡法右偏179.6|133.0|111|36.3|38.5|40.7|184.0|188.6|142.0|11142.9|45.1|47.2124.6|75.5|77.7|111|49.4|107.7|122.1|79.9|82.1|2278.8|175.5|177.7|

15I4列车道卜||杠杆法里对称|0.0I0.0I0.0I0,0I0.0I0.0|267.8|159.5|273.5|159.5|279.1|279.1|159.5|273.5|159.5|267.8|0.0|0.0|0.0|0.0|0.0|0.0|2278.8|I|杠杆法外对称|0.0|0.0|0.0|0.0|119.6|165.2|279.1|273.5|159.5|142.4|0.0|0.0|142.4|159.5|273.5|279.1|165.2|119.6|0.0|0.0|0.0|0.0|2278.8|注：1、“过渡法”由纵向影响值结合横向分配系数由杠杆法过渡偏心法计算得到。点击【纵向影响线】按钮查看详细计算。上部梁（板）恒载作用截面内力表（表5）।।।।।।1'梁板位'置I'1I2||3|4|।5|116|7|8।।|9|10J111।।|12|13|14।।|15|।16|17|18|19|20|21|22|IIIIII1111I1।।11II111111—1——1——11——1——1|坐标cm|124|301|477|654|1831|111008|1184|136111|1538|17151111|1892|2068|2245|242211|2599|।2775|2952|3129|3306|3483|3659|3836|111111I11II|1II|I1III11-H——1——11——1——1|左弯矩kN-m|0|-627|-1039|1|1567|11659|283|-56211|-741|1951|66211|662|195|-74111|-562|1283|659|567|1|-1039|-627|0|11111111III11I11I1111111—1——1——11——1——1I右弯矩kN-m|0|-627|-1039|1|1567|11659|283|-56211|-741|1951|66211|662|1195|-74111|-562|1283|659|567|1|-1039|-627|0|11111111I11I11I11III11-H——1——11——1——1I左剪力kN|0|-355|856|588|1320|1152|-213|-47811|794|5291|26511|0|1-265|-529\1|742|1478|213|-52|-320|-588|623|355|1111111(11I11I11I1111111—1——1——11——1——1|右剪刀kN|-355|-623|588|320|152|11-213|-478|-74211|529|2651|011|-265|1-529|-794111478|1213|-52|-320|-588|-856|355|0|111111।।।।।।■।11]1111111IlliI桩柱位置|1柱左|1柱中|1柱右|1〜2跨中।।I2柱左|2柱中।I2柱右।I2〜3跨中।I3柱左।।।|3柱中|3柱右|3"4跨中14柱左|4柱中|4柱右|111111111111111111H111|坐标cm|392|432|472|94811|1424|14641|15041119801|245611|2496|12536|3012|3488|3528|3568|1I।111I111111H111I左弯矩kN-m|-1195|-1444|-1088|6281\|-1026|-13231|-1013116621|-101311|-1330|1-1026|628|-1088|-1430|-1195|111111I111..1I...I11111H111|右弯矩kN-m|-1195|-1430|-1088|628\1|-1026|-13301|-1013116621|-101311|-1323|1-1026|628|-1088|-1444|-1195|

16111HJ111——1_856|1—52h-742|11__-742|1——794|1F0111_-794|1-794|1——742|1-52左剪力kN-856||-623|-623|-856|623|1111H右剪刀kN-856|111——11|-623|856|623|623|1111856|।521-742|11794|।1794|।10111-794|।1742|।1742|।-52注：1、耳墙、背墙、挡块、盖梁比重均按25kN/m3取用。耳墙挡块恒载作用截面内力表（表51）।Illi4।(15|।।1।6|7|।।18|1i।9|10|1111111112|13|14|111i15|116|I17i梁板’位置i1iI18|19|201112|3|21|22|II111H——1——1——F|坐标cm|124|1T—1——1301|477|654iiii|831|1008|1184|।1361|111538|1715|11111892|2068|2245|2422|12599|12775|2952|3129|3306|3483|1113659|3836|1IIJIIIIII111I|111H——1——1——F|左弯矩kN-m|-1|11——1——1-2|-3|-2111-I111-I10110|110|0|10|11101010110|10|-11-11-2I-3|111-2|-1|1I1I1111I111111111H——1——1——FI右弯矩kN-m|-1|11―1——1-2|-3|-2111-1111-110|10|110|0|101111010|0110|101T1-11-21-3|IIL-21-11111I11111111111111H——1——1——F1左剪力kN|-1|11——1——1-110|01110|\10I0|10|110|0|10|1110|010110110|0101010111|_11111111111111111111H——1——1——F1右剪力kN|-1|11―1——1-1|0|01110|110I0|10|110|0|10111\0I0|0|10|\0|01010101II11111111t11111111111111111111桩柱位置11柱左1111柱中11柱右1Ir2跨中11|2柱左|2柱中11|2柱右|2〜3跨中11113柱左|3柱中|3柱右1I3〜4跨中14柱左|4柱中|4柱右|111111111111111H1F-|坐标cm|39211-11432|4721|94811|1424|146411|1504|1980111|2456|2496|25361|3012|3488|3528|1I3568|1I11I1I1II111H1F-I左弯矩kN-m|-311-11-3I-31|-11\|0|01110|011110101011T1-3I-3|11-311111I111111..11H1F-I右弯矩kN-m|-311-41-31-31|-11110|0111。|011\10101011-1

171111J1111_0111_011H011——1__。11——。111_011——1_0|1——1_011——0110左剪力kN01-101।-111111111111111111!11右剪力kN0;T111011110110110110110110I10I10110I10注：1、桥墩无耳墙恒载力。2、挡块恒载力2个。距盖梁左0.145m,重0.82kN,距盖梁左39.453m,重0.82kN。指定位置（例如管线）作用力个数0,不输出《其他指定位置（例如管线）恒载作用截面内力表（表5_2）》。盖梁自重作用截而内力表（表6）11梁板位置111111।।|2|।।3[।4|।51।6|7।|811|9|।10|11।।।|12|13|14।|15।i116|17|18|191|20I121|22|I1j1111111111H——1-I坐标cm1H~~~|12411H——F|301|1-1477|1654|1831|11008|11841I136111I1538|।1715|1892111|2068|2245|24221|259911|2775|2952|3129|33061|34831|3659|1I3836|111j11|11II11|\H——1——|左弯矩kN-m14——|-2211H——F|-153|1——1-265|171|1243|1254|1011|-21311|-283|142|204111|204|42|-2831|-2131111011254|243|71II-26511-153|1-22|II1111I11II1111H——1|右弯矩kN-m1H-|-2211H——F|-153|1„1-265|171|1243|1254|1011|-21311|-283|142|204111|204|42|-2831|-213111101I254|243|71I1-2651|-1531-22|1I|11II1III1111H——1——1左剪力kN14——|-3711H——F|-117|1——1236|1144|I52|1-40|-1321|-22411|230|1138|46111|-46|-138|-2301|224111132|40|-52|-1441|-23611117|1I37|11I111II1II11I1+-1——I右剪力kN14——|-3711H——F|-117|1——1236|1144|152|1-40|-1321|-22411|230|1138|46111|-46|-138|-2301|224111132|40I-52|-14411-236।1117|।।37|।1।1।1।■।11■111Illi1112柱中|112柱右|2〜3跨中।।।|3柱左|1113柱中I113柱右|13"4跨中1桩柱位置11柱左11柱中114柱左|4柱中|4柱右|11111柱右111〜2跨中|2柱左|1I1111H111|坐标cm|392|432||3488|3528|3568|1III1472|194811|1424|1I11464|1।1504|1198011|2456|1।I2496|112536|13012111tH111|左弯矩kN-ni|-281|-351||-278|-378|-281|111F1-278|F26811|-364|HF1-471|F1-365|1-22411|-365|+FT-468|F1-364|F268

18H111|右弯矩kN-m|-281|-378|-278|268-364|-468|-365|224|-365|-471|-364|268|-278|-351|-281|1III1...I11111...I111tH111|左剪力kN|-164|-185|1239|-91-257|11-277|248|1011-248|1-268|1257|9|-239|-259|164|11111,11I11111111H1111右剪力kN|-164|259|1239|-91-257|11268|248|1011-248|1277|1257|9I-239|185|164|1111।1।।1।।।1111注：1、耳墙、背墙、挡块、盖梁比重均按25kN/m3取用。柱顶最大反力表（表7）一盖梁按刚架计算内容111号柱2号柱|13号柱|14号柱1累计11上部梁板111479.6|11536.3|111536.3|111479.6||6031.8|111盖梁自重111444.2|1545.8|11545.8|11444.2|11979.9|i人群荷载i11249.5|1112.1|11112.1|11249.5|1不同工况11车辆荷载111515.6|1749.9|11749.9|11515.6|不同工况1i车道荷载1553.5|11120.3|111120.3|I553.5|1不同工况11।I耳墙自重।।।1.1|1-0.3|11-0.3|111.111.6|।指定位置恒载।1I0.0|10.0|110.0|110.0110.0|।活载控制।।।车道荷载车道荷载11车道荷载11车道荷载11无内容！i合计i112727.9|113314.1|113314.1|112727.9|।不同工况1j注：1、车道或车辆内力值已计入冲击力。2,合计值以“恒载+车道荷载+人群”与“恒载+1辆车辆荷载+人群”取大值。单位kN.3、柱顶反力值与“盖梁横向分配系数选用”有关，活载计算是将车轮荷载经横向分配传递给梁板，再由梁板传递给盖梁，盖梁视作双悬臂刚架结构，计算得到柱顶反力。4、“盖梁计算”与“桩柱计第”因计算方法不同，得到的柱顶反力有所差别。后者活载计算是将梁板和盖梁视作双悬臂多跨连续梁，计算得到柱顶反力，计算过程和结果见桩柱式桥墩（台）计算书。计算截面处的车道、车辆荷载控制信息表俵8）I梁板截面|布载和内力I1|2|3|4|5|6|7|8|9|10|11|12|13|14|15|16|17|18|19|20|21|22|II荷载I无内力11车道车道I2车道|1车道|4车辆|2车道|EI4II2道—2$道I车——2道—14道—整：2—车+道-道—车：2车道|4车辆道车：

1911不利布载1向左偏1向右偏1向右偏1外对称1外对称1外对称1外对称1外对称1里对称1里对称1向左偏1外对称1外对称1外对称1外对称1外对称1向左偏1向左偏1无内力11土曷*杳拓111111111句右偏1里对称11里对称111幻城人TAE111]111tt1I1III1I1III11111111111111||弯矩值|0|14|20|422|935|1133|895|-18|1532|796|-35|-18|895|1133|935|422|20|14|0|-35|796|1532|II不利布载里对称I里对称I向左偏II左最大弯矩II无内力I向右偏I向右偏I外对称I外对称I外对称外对称I外对称I外对称I外对称I外对称I向左偏II外对称I外对称I向右偏I里对称I里对称向左偏I向左偏III弯矩值1532|796|-35|33H—--20539I22—4224I53—920—3345918O18——-895|-18|-35|796|153214|0|||对应剪力I0|8|0|290|290|112|-135|-2430|-417|-12|426|551|135|-112|-290|-2|-13|-8|27655417II荷载I无内力I3车辆车道I2车道|3车道|2车道|2车道|3调—阵道—车2道—蟀遗—车2道I玮滋——车2道—环道——车2道—薛皿I车II不利布裁I无内力I向左偏I向左偏I里对称I里对称I里对称I里对称I里对称外对称I外对称I外对称I里对称I里对称I里对称I里对称I里对称I向右偏I向右偏I向左偏II左最小弯矩I11111111外对称I外对称I外对称||弯矩值|0|-170|-333|-137|-269|-401|-533|-665-470|-470I-622|-665|-533|-401|-269|-137|-333|-170|0|-622|-470|-470||对应剪力|0|-96|378|-75|-75|-75|-75|-750|0|-340|75|75|75|75|75|-297|189|-8|340—车2道—蚌道—车2道—评道—车2道—库道—车2道—怖辆—车4载—道荷乍—车辆—车力4内—I无谑—玮道—丰1车道2车道2车道|211对应剪力-417|-655|-27|1I|-52|13|2|290|112|-135|-551|-426|243|135|-112|-290|-290|0|-8|0|11111111112|417|01I11111।111111111iiiiiiii1111'I‘荷载'I1车道’13车辆’|2车道’|2车道’|2车道'|2车道’|2车道’|2车道’|车道|2车道|3车道|2车道|2车道|2车道|2车道|2车道|2车道|3车辆|无内力|3车道|2车道|2车道|211不利布载1向左偏1向左偏1向左偏1里对称1里对称1里对称1里对称1里对称1外对称1外对称1外对称1里对称1里对称1里对称1里对称1里对称1向右偏1向右偏1无内力11±同，1、杳tE1II|1||II|_外对称I1外对称11外对称1..1|幻取小TAE]1||11111\t11111111111T1十11111111111||弯矩值|0|-1701-3331-137|-269|-401|-533|-665|-470I-470-6221-6651-5331-4011-2691-1371-3331-170101-622|-470|-470|

201111111111111111111111dF1111111t111||对应剪力|-52|-189|297|-75|-75|-75|-75|-75|3400|0|-340|75|75|75|75|75|-378|96|0|1IIIIIIIIII|01|0111111111111|||||||||||1111I荷载I无内力I1车道|2车道|2车道|2车道|2车道|4车道|1车辆|2车道车道I1车道|2车道|4车道|2车道|3车道|2车道|2车道|2车道|3车辆|3车辆|12车道112车道|4111111111111111111111111111不利布载1无内力1向右偏1向左偏1向左偏1外对称1外对称1里对称1向右偏1里对称向左偏1向左偏1外对称1外对称1外对称1外对称1里对称1里对称1里对称1向右偏1向右偏11方骷卜前十111111111111里对称|.......1里对称11Zl取人男刀111]111—tt111111t11111111|1剪力值|0|813781297|290|112|19|-17|85040|6|0|637|551|146|75|75|75|189|96||6551|417|1111111t1111IIIIIIIII1111||对应弯矩|0|14|-333|193|935|1133|83|-29|-362535|-13|-470|-27|895|705|-269|-137|-5|-170|0|1IIIIIIIIII|7961|1532|11111111111|||||||||||1111I荷载13车辆|3车辆|2车道|2车道|2车道|3车道|2车道|4车道|2车道车道|2车道|2车道|1车辆|4车道|2车道|2车道|2车道|2车道|1车道|无内力I|1车道114车道|2_||_111111111111111111111111111不利布载1向左偏1向左偏1里对称1里对称1里对称1外对称1外对称1外对称1外对称里对称1里对称1里对称1向左偏1里对称1外对称1外对称1向右偏1向右偏1向左偏1无内力1[右晶,1、前力11111111111向右偏11向右偏11右取小男刀11111111111111111111111111111111111||剪力值|-96|-189|-75|-75|-75|-146|-551|-637|0-417|-655|-850|17|-19|-112|-290|-297|-378|-8|0||-61|-40|111111111111111111111t111||对应弯矩|0|-170|-5|-137|-269|705|895|-27|-4701532|796|-362|-29|83|1133|935|193|-333|14|0||-13|535|1桩柱截面1布裁和内力11柱左11柱中I3-4跨中|4柱左|4柱中|4柱右|111111柱右112跨中11I2柱左1|2柱中1|2柱右|2'3跨中।।13柱左|3柱中|3柱右_1[111十1111111111I।111।'i荷金11车‘道11车’道|2车道|1车道|2车道|1车道|III111车道I2车道1111车道1门车道111车道11I2车道11车道11车道11车道111111111111r111111111111111不利布载1向右偏1向右偏偏1外对称1向左偏1里对称1向左偏1|七骷-口齿4HLI11向右偏1外对称111向右偏I1向右偏]1向右偏111里对称1向左偏1向左偏1向左_|111A取入TAB111III||T1TT11111I111111弯矩值126|31-40|1066|20|29|26|1111|20|1066+1|-40H|-52H1-44|HF1532|-44|-54|111-

21-H——1—11111对应剪力113|13|0|112|-30|-30|27|0|-27|-27|30|1-112|0|75|-13|1||||1111j1|1-H——111111―11111荷载13车辆|3车辆|2车道|2车道1111|2车道|3车道|3车道|2车道111|3车道|2车道|2车道|2车道1|2车道|2车道|3车辆|1||||1111j||-111111—11111不利布载1向左偏1向左偏1向左偏1里对称11111里对称1外对称1外对称1外对称1111外对称1里对称1里对称1里对称1向右偏1向右偏1向右偏11力晶爪西%111111111_|111Zl取“、7出|||||11111111111111I弯矩值|-343|-418|-354|-356|-712|-900|-738|-470|-738|-992|-712|1-356|-354|-505|-343|||IIL1111jI|1-H——111111—1111|对应剪力|-189|-189|378|-751111|-75|-486|340|0111|-340|-850|75|175|-378|-378|189|111111111j[|1-1-11十11r—11111荷载11车道12车道|1车道|2车道111111车道11车道11车道12车道11111车道11车道11车道12车道I11车道11车道11车道1IIIIL1111J111——111111—11111不利布载1向右偏1里对称1向右偏1外对称11111向右偏1向右偏1向右偏1里对称1111向左偏1向左偏1向左偏1外对称1向左偏1向左偏1向左偏11111J1114j取入I|||1111111111111111111I弯矩值|26|29|20|1066|-40|-54|-44|1532|-44|-52|-40|11066|20|31|26|1||||1111J11-111111—11111对应剪力113|-75|0|1121111|-30|27|27|0111|-27|30|30|1-112|0|-13|-13|1||||11111111-H-111111—11111荷载|3车辆|2车道|2车道|2车道1t11|2车道|2车道|3车道|2车道11113车道|3车道|2车道I2车道112车道|3车辆|3车辆|1I|||||||j1|1——111111—11111不利布载1向左偏1向左偏1向左偏1里对称11111里对称1里对称1外对称1外对称1111外对称1外对称1里对称1里对称1向右偏1向右偏1向右偏11111_|1114j取小弓胆III||111111111111111111|弯矩值|-343|-505|-354|-356|-712|-992|-738|-470|-738|-900|-712|1-356|-354|-418|-343|111111111jI|1—111111—1111|对应剪力|-189|378|378|-75I111|-75|850|340|011I|-340|486|75|175|-378|189|189|1111111111-H——111111—11111荷载I1车道I1车道I2车道|2车道111111车辆11车辆12车道|4车道111|2车道|2车道|4车道I2车道|2车道|2车道|3车辆|

221k—1F11111F111不利布载1向右偏1向右偏1向左偏111F外对称1向右偏1向右偏1H里对称1111—向左偏1外对称1外对称1外对称1里对称1里对称1里对称1向右偏1|上息十前木111111111111占取人男刀r1I111r1II1111111111111I剪力值113|13|378|112|-30|-30|850|40|0|0|637|7575|75|189|111111111111r-Hb111111111对应弯矩|26|31|-354|1111066|-47|-59|1-652|111499|-470|-470|-425|-35611|0|29|-343|11111II11II11-HF111111111荷载13车辆|2车道|2车道|1t12车道|4车道|2车道|12车道|1114车道|2车道|1车辆|1车辆|2车道|2车道|1车道门车道|।III11II111IIrF111111111不利布载1向左偏1里对称1里对称1111里对称1夕卜对称1外对称11外对称1111向右偏1里对称1向左偏1向左偏1外对称1向右偏1向左偏1向左偏111111II11111幻取小刃刀r11111111111111111111111剪力值1-189|-75|-75|-75|-637|0|0|-40|-850|30|30|-112|1一-378|-13|-13|111111111II1r-HF111111111对应弯矩|-343|29|0|I11-356|-425|-470|1-470|11I499|-652|-59|-47|106611-354|31|26|1111।।।।।।।11।।।注：1、车道或车辆内力值已计入冲击力。2、“车道”指车道荷载控制，“车辆”指车辆荷载控制，前面的数值表示车道数。单项荷载左截面弯矩表（表107）11111111116|1117|118|19।।|10|1111112।।|13|1I114|111梁板位置1对应截面17|18|19II1111112|3|4|5116I11|20|21|22|III1-H——F|X(cm)2599|27751t1i——F11|2952|3129111111―11——1——1124|301|477|654|8313306|3483|3659|3836|1III11|1008|1111184|111361|1153811|1715|1|11892|1206811|2245|1I12422|11-H——H1恒载-775|3841111——F11|912|809II1111―11——1——1-22|-783|-1306|70|80970|-1306|-783|-22|IIII111912|1I1384|11-775|1-102411|236|1I1867|186711|236|1I1-1024|11—1——11-18|41|111__1——H1最大弯矩173|61|111111—11——1——10|26146|1616116|46|26|0|111111173|141|1-18|1-1111|17|1I131113111|17|1I十-11111—1——116142|1人群荷载11__1——H1对应剪力119|-7|1H―11——1——10|15|-261-171369|17|-27|-15|―1——11——1——1117|H——F1-19|——b1-3|——F2111|16|H——F181——b311|-8|d——F1-16|

231-33|1―1——1——F1最小弯矩1-13|-8|01|_—11——1——101-1071-1601-171-17|-160|-107|01IIIo|-8111-13|-33|11-57|-26|-261I|-26|-26|1II-57|1111|||11111III11111111111162|11对应剪力1312|5|।।111101-61|1381811-24|-81|112|-15|1111-9|-5|11-2|-42|1150|0|01[10101111-31|111111111111111111111111111-18|I1最大弯矩1599|758|6261|_11110|0|1|282|282|1|0|01111626|758|1I599|-18|11-36|533|10261I|1026|533|1II-36|1111।।1111111111111111111Illi11对应剪力I426|369|90|-75|本06声；却L11110101-3211941-194|32|0|01III194|75|1|-90|-243|1I38|438|2791||0|-279|1II-22|114牺何软11Illi111111II111111111111-44511।最，i、弯矩i-357|-268|-180IL.11110|-170|-329|-92||-92|-329|-170|01III-180|-268|-357|-445|1||||-416|-315|-3151||-315|-315|1II-416|1111|||11111|IIIi।।1111111150|I'।对赢力i50|50|50|1111110|-96|329|-50|50|-243|189|0|1I-50|-50|11-50|-50|11228|0|01I10|0|1II-228|11111111111II111111111111-22|11111最大弯矩1895|1133|9351|_1III0|14|20|422|422|20|14|01III935|1133|1I895|-22|1I-35|796|15321I|1532|796|1II-35|11i_11।।111111|II1111111111।''।对』剪力i30|551|135|-112|1t110|8|0|290|-290|-2|-13|-8|1III290|112|-135|-18|111127|655|4171[|0|-417|1II-12|11+犯何较11Illi11111|II11II11111111-66511I।1最小弯矩1-533|-401|-2691|_11110|-160|-333|-137||-137|-333|-160|01II1-269|-401|-533|-665|11111-622|-470|-4701||-470|-470|1II-622|1111|||11111III11111T11111175|1.1对应剪力I75|75|75|L-...J1110|-91|378|-75|75|-297|178|-8|i.r.1-75|-75|11-75|-75|11340|0|0।1101011--I_1-340|।1桩柱位置1对应截面11柱左11柱中13~4跨中|4柱左|4柱中|4柱右|।।।।।1柱右11「2跨中12柱左|2柱中|1112柱右|2~3跨中।|3柱左|1I3柱中|13柱右|1I।11X(cm)|3012|3488|111H11|392|432|3528|3568|1111472|194811|1424|1।11464|1I1504|1198011|2456|1I12496|112536|।1111恒载1895|-1368|11-111H11|-1479|-1798|-1810|-1479|——11F1-1368|b89511|-1390|k1-1793|L1-1377|1_88711|-1377|HF1-1798|L1-1390|L

24169|11最大弯矩I47|58|1|_51|511162|147|169|1-21|1-23|1-18|128|1-18|1-26|1-21|I111।।11।,_____I11I11111I11对应剪力1-7|26|26||A理在斗L1127|-27|1127|1-26|17|1-6|1-6|121|1-3|1-21|10|16|11人朴卜何软I11।111___I1111111111-6|1'1最小i矩1-168|-223|1|_1-209|-209|11-253|1-168|1-6|1-72|1-97|1-74|1-26|1-74|I-94|1-72|111111111_I11111111115111对应剪力1-138|-138|111-112|112|11-112|1138|1-5|1-62|1-62|150|10|1-50|1-50|162|1111j1_I1111111117131111最大弯矩13120|10|0|110|13|1713|1-47|1-59|1-49|11026|1-49|1-64|1-47|111111111___I11111111111对应剪力1-75|32|50|10|0|110|1-32|175|1-30|1-30|138|10|1-38|1-38|130|11牛牺何轨I1111__11111111111-238I11最小看矩1I-348|-480|IL1-343|-343|11-418|1-348|1-238|1-477|1-603|1-494|1-315|1-494|1-664|1-477|1111||11।,__I11I11111I150|11对应剪力1-329|-329|111-189|189|11-189|1329|1-50|1-50|1-325|1228|10|1-228|1-569|150|111111111___।11111111111066111最大看矩1|20|29|126|26|131|120|11066|1-40|1-52|1-44|11532|1-44|1-54|1-40|11111I11__।1r11111r11-112111对应剪力110|75।13|-13|13|0|112|-30|-30|27|0|-27|-27|30|I车道荷载卜1111最小弯矩11-322|1-393|-354|-356|-712|-900|-738|-470|-738|-992|-712|-3561|-354|-505|IL_-322|1111111II11\111-H1——1对应剪力11H——-178|1T-178|1378|1-75|1-75|1-486|111340|0|-340|1-850|175|75|[-378|-378|1।178|111।।।■।।।।注：1、单位：kN-m制。已计入冲击力。2、恒载左截面剪力见《单项荷载左截面剪力表》中的恒载剪力值。单项荷载右截面弯矩表（表10-2）I梁板位置I对应截面|II2|3|4|5|6|7|8|9|10|11|12|13|14|15

25|16|17|18|19|20|21|22||X(cm)2599|2775124|301|477|6548312952|3129|3306|3483|3659|3836|I|最大弯矩|0|26|46|16|-18|41|73|61|16|46|26|0|611008|1184|13611538|17151892|206822452422I|对应剪力|-38|27|-17|-9|3|19|-7|-36|17|26|-15|0|I人群荷载I11111-——I——I——I——I1——I——III最小弯矩I0IT07|-160|-17|-33|-13|-8|0|-17|-160|-107|0|912|1384|-775|11-1024|2361|867|11867|1236|1-1024173|I141111-18|1-111|17111131|1I131|1117|1-111-19|I■|-42|I1-6|1161|81111-3|I11-8|1T-16|1-211-8I173|I-33|-57r|-26111-26|1-26|1-26|-571—1——1——F1对应剪力1——11——H-38|-112|81|-124|-5|-2I-3|-6242|12I5|9|11-81|-138|61|1110|11111111111t1]11111111111।最.弯矩i111010|1|1282|626|758|599|-18-18|1599|758|626IL.282|1|0|1110I11|111|||11111111111111对应剪力I111-55|0|-32|1194|75|-90|-369|-426243|90|-75|-194-194|32|0|0,|在洋翔L।1II11I11+牺何救11Illi111III1111'।最东弯矩i10|-170|-329|1-92|-180|-268|-357|-445-445|-357|-268|-180|-92|-329|-17011111|_101111111।।।।।।।।III1111111।对应剪力।-55|-189|243|1-50|-50|-50|-50|-5050|I50|50|50|1I50|-329|96|1I0|1I(11t1|||11111I1I111111最大弯矩11t10|14|20|1422|935|1133|895|-22-22|895|1133|935422|20|14|031|010|0|1II0|1-50-36|111533|1026|1026|III1533|1-3622|111279|0|-279|1II1-438|1-38-416|111-315|-315|-315|III1-315|1-416228|1110I0|0|11110|I-228-35I111796I1532I153211796I-3518|135|I车道荷载对应剪力I-52|13|2|290-112|-290|-290|0|-8|0112-135|-551|-30124170|-417-655-27-665|-533最小弯矩I-401I-269371X6011-2690|-401|-533|-665-622-470-470|-470-470-622

26II对应剪力|-52|-178|297|-75|-75|-75|-75|-75|340|0|0|0|0|-340|75|75|75|75|75|-378|91|0|1111।।।।।।।।।i1桩柱位51对应言面11柱'左11柱'中13~4跨中|4柱左|4柱中|4柱右|111111柱右|1「2跨中2柱左|12柱中|12柱右|12~3跨中3柱左|13柱中|13柱右|111111111111111111X(cm)||3012|3488|3528IIL1392|356811432|1472|19481424|11464|11504|119802456|I2496|12536|1111|I111I11111111恒载1I895|-1368|-1798|-1_-1479|-1479|1I-1810|1-1368|1895-1390|I-1798|1-1377|1887-1377|1-1793|1-1390|I111।|1|1I1111111111最大看矩|69|47|62|IIL51|51|158|147|I69-21|I-26|1-18|128-18|1-23|1-21|I11111111111111II对应剪力|-7|26|-27||人理在jtbL1127|-27|11-26|1-26|17-6|।0|121|1-3-21|16|16|11人杆何救11II111I111111111最小弯矩|-6|-168|-253|IIL1-209|-209|I1-223|1-168|I-6-72|1-94|1-74|1-26-74|1-97|1-72|1111||111I11111111I对应剪力I5|-138|112|IIL1-112|112|I1138|I138|I-5-62|I50|150|10-50|162|I62|I111II111111111111'1最大百矩1713|3|0|IIL10|0|1120|13|I713-47|1-64|1-49|11026-49|1-59|1-47|I111I|1111111111111对应剪力I-75|32|0||本49熟热1|10|0111-50|1-32|175-30|138|138|10-38|130|130|11+M何轨11||rI1Ir1Ir1r111最小弯矩1-238|-348|-418II11-343|-34311-480|1-348|1-238-477|1-664|1-494|1-315-494|1-603|1-477|1111II1111111111111对应剪力I50|-329|189|1-189|189|11329|1329|I-50-50|1569|I228|10-228|1325|I50|I111I|11111111111111最大看矩11066|20|31IIL126|261129|120|11066-40|1-54|1-44|11532-44|1-52|1-40|1111||111I1111r111对应剪力1113|1-75|0|112-30|27|27|0-27|30|30|

27-112|0|-13|-13|1车道荷载1111——H1——h_|1.h——hHF1n——1,1-35611最小弯矩1I-354|-393|111-322|-322|11-505|1-354|1-356|1-712|1-992|1-738|1-470|1-738|-900|11-712|1111111-I111111111175|1111对应剪力1-378|178|।।1-178|178|।1378|।378|1-75|।-75|1850|1340|1011-340|486|।।75|1注：1、单位：kN-m制。已计入冲击力。2、恒载右截面剪力见《单项荷载右截面剪刀表》中的恒载剪力值。单项荷载左截面剪力表（表11-1）1梁板位置I对应截面I1I2|3||17|18|19|20|21|22|1111114|151I6117|81|9|1I1011111112I113|14|1I15|16111111111111111111111111111111111IX(cm)||124|301|477|654|2775|2952|3129|3306|3483|3659|3836|।1।11।।831|11008|11184|13611|1538|1I1715|11892|12068|12245|2422|2599|J11I11111111111।1111111111i1恒609|1111111载||-38|-472|1092|253|-104|-464|-824|741|393732|1372|12|-345i|-7011I1024|1I667|1311|1-46|-403iI-759|1I966|11|111111I1I1I11i11111i1111142|1111111I最大剪力|0|15|138|19|10|9|17|112|61|1111|_81|136|1711-2|-31|50|1I31|116|13110|0|1I62|1111111।।।1।।111111111111111111||对应弯矩|0126|-160|41|73|26|16|46|-107|0||人群柱却L1111-17|161|173|1-13|-181I-57|1I-2|126|131I1-26I-26|j_..I-33|11人肝何较1111111111111t1111111111113111111111最小剪力I0|-61|-26|2|-7|-36|-81|-27|-15|1111I--17|1-9|I-1011-19|-42i|0|1i0|i0|1-3|1-16I-31|1I6|11।।r।।111I1111111111111111-13|1।।।11।I对应弯矩|0|-107|46|-8|61|-2|-160|26|016|101I91141|-331|-26|1I-26|1-26|126|1-2|-57|1I-18|11111111IIIIII11111111111111369|11111111最大剪力I0I0|329|98|50|50|50|189|961||I|_243|1194|175|113|-17iI569|1I438|1279|129|10|0|jI433|1111Illi।।।।।।11111111111111111111I对应弯矩I0|01-3291599|472|-180|-92|-3|-170|0I|力:用6在力iL1111100|1626|1758|156I-291|-242|1i533|11026|1377|-3151I-315|j_I-78|1111111IIIIIII1T11111111r11111111I|最小剪力|0|-96|-50117|-13|-75|-194|-243|0|0|-50|-50|-50|-98|-369|0|0|0|-29|-2791-438|30|

28111——1——1——F1111111-92d——1——1—|-180|-268|299d——1——1——1——F|-54|-315|-315|-315|326|―1——F-533|-242|___|_-29|1'।对1弯矩i1I0|-170|1-3|11133|626|282|-329|0|I11101111I11111I1I11f111―1——1——H1最大剪力11I-H——H0I8|1___1378|297111|290|112|1911111|-18|850|655|417|140|116I0|1637|551|1146|75|75|1175|178|1191।11II11111I1111T111___1——1——1对应弯矩1111—1——1——10|14|-333|193111|935|1133|8311111|-22|-362|796|1532|I535|11-13|-470|1-27|895|705|-269|-137|-5|-160|0|方，首/力3L11111II1111111I1|4-坦何我||Illi1111111十11t1tI11111,।最‘、剪力i1101-91|1-75|-75|-75|-75|-146|-551|0|0|-6|-40|-417|-655|30|1811-19|-112|-290|-297|-13|111|_-8|।11I1111111I11T111__।——।——h1对应弯矩1I।—1——F0|-160|1„„1-5|-1371r1|-269|-401|44611111|-80|-470|-470|-24|1464|11796|-362|1-22|91149|935|422|-333|14|।।।1011।।।।।।।।।1।।11IlliIlli1।3柱左|1।3柱中|1।3柱右|11桩柱位。1对应总面11柱‘左11柱’中1f114柱右|1I1柱右|「2跨中|1I2柱左|12柱中2柱右|2~3跨中|1I3~4跨中114柱左|4柱「11F|X(cn3012|111H1-)113488|35281111-H1392|432|3568|1I47211|948|1II1424|11464|150411|1980|1I12456|112496|1I2536|111恒-43|111H1-载11-1095|-1116|1I11-H1-788|-809|788|1I109511|43|1I1-999|1-1019|104211|0|1I1-1042|11-1062|11999|11110|111-I1-1最大剪力126|26|ILI1—1127|27|112|1I13811|7|1I1-6|1-6|5011|3|1I10|1r0|1162|11115I11H1-1对应弯矩147|58|11-H151|62|-209|-16811|69|1-21|-23|-7411|28|1-26|1-26|1-72|I人群荷载卜11最小剪力11-112|1-112|-26|-10|-62|-62|01-3|-50|-50|6|-7|1-138|-138|11-27|111111111111111I1jI_I111111111169|1111对应弯矩|-168|-223|II1-209|51111-253|147|115|1-72|1-97|1-26|128|1-74|1-94|...I-21|..1111111_____1111111T11150|1||11最大由力150|50|1H10|189|H10|H329|——F-75|F-30|H-30|——H569|——29|F011-01——1-433|——F

291-2381111对应弯矩I0|20|拈在1I_110|0|-343|1I-348|1713|1-47|1-59|1-436|1351|1-315|1-315|...I-349|..1|十Giujqx||1111_jI11111111111最小剪力111-189|-189|-50|-50|-433|-433|0!-29|-569|-569|30|-75|1-329|-329|110|1I111111111111111_jI11111111111对应弯矩111-343|-418|0|-238|-349|-522|-315|351|-436|-664|-47|713|1-348|-480|110|1I11111I1111f1111111111111111最大剪力11113|13|378|112|-30|-30|850|40|0|0|637|75|175|75|1I178|1I111111L11111I|11_jI11F11111111对应弯矩11126|31|-354|1066|-40|-52|-652|499|-470|-470|-425|-356o129|-322||牟洛卢翔L11111111I1111+犯何较II1111_1111111111111最小剪力111-178|-178|-75|-75|-637|-637|01-40|-850|-850|30|-1121-378|-378|1IT3|1I111111I111111I11111111111111对应弯矩111-322|-393|0|-356|-425|-680|-470|499|-652|-992|-40|10661-354|-505|।।26|।।।।1।।।।।।111।注：1、单位：kN-m制。已计入冲击力.2、恒载左截而弯矩见《单项荷载左截面弯矩表》中的恒载弯矩值。单项荷载右截面剪力表（表11-2）111111111111111।।112|।13|1141115|1梁窟位置1对应截面1111112|3|4|516|7|8|9110116|17|118|19|1120|21|22|111111I11111111111111111111111111111IX(cm)2775|295211111|3129|33061111124|301|477|654|3483|3659|3836|Illi831|11008|1184|1I1361|I1538|11715|11892|2068|I!2245|12422|I2599|I1|t1।।11111II1111111f1111恒载345|-12|11IIIII||-393|-741|824|464|-372|-732|-1092|472|38|।।।।।।104|-253।|-609|11-966|1759|1403|1461-311|1I-667|1-1024|1701|111।।।|iiii111I11111111111119|10|1i最大而力।9117I।।11115|27|81|36|26|61|0|1111711-2|-3|1।-6|131|116|13101110|10142|।1111111111111111111111\111411911人群荷载1T11对应弯矩1o116|11\110|26|-160|-2|46|-107|0|iiii61|1-8|-13|1I-18|1-57|1-2|1261-26|1I-26|1-26|1-33|111J1111111111111111111

3011最小剪力1-61|-112|-17|-9|-10|-19|-42|-62|0|0|-3|-16|-31|-50|3|2|-7|-36|-81|1I|_-138|-15|01II111111111I111111―1——1——1—11对应弯矩1111H1——1—01-107|46111—116|26|173|till41|-33|-26|-26|1131|26|1-2|1-57|I-18I-13|73|61|-17-160|26|1110|11111111I1111t1-1——1——1——11最大剪力1111H1——F-0|0|243|11-H194|75|113Itill-17|-30|438|279|1129|0|10|1011369|98|50|50|50|11I-50|96|0|11111111111[111111—1——1——1-11对应弯矩1111H1——1—0|0|-329|11T282|626|133|1|-29|-242|533|11326|-315|1-315|1-315|1-54|299|-268|-180|-92-3|-170|0||7V4s高揣1||II111||||1|1111+M何轨111111II1111till11一「一11|||11最小剪力1111-96|-189|-50|1-50|-50|-98|-369|-433|0|0|-29|-279|-438|-569|17I-13|-75|-194|-2431I|_-329|0|1110|11111111I111111-1——1——1——11对应弯矩1111H1——F-0|-170|-3|11-H-92|-180|1472|1111599|-78|-315|-315|11377|1026|1533|1-242|1-29|56|758|626|100|11-329|0|0|11111111111I111111—1——1——1—11最大剪力1111H1——1—8|13|297|11—1290|112|119I1111-18|-30|655|417|1140|6|10|1011551|146|75|75|75IIL75|91|1110|1111111।।111111—1——1——1——11对应弯矩1111H1——F-0|14|-333|11T422|935|149|till9|-22|-362|796|।।।464|-24|-470|1-470|I-80|446|-401|-269|-137-5|-160|0||不；皆我翔L।11111111111I1111+犯何较11|||111111111111111[11111最小剪力1111-91|-178|-75|1-75|-75|-146|-551|-637|0|-6|-40|-417|-655|-850|18|-19|-112|-290|-2971IL-378|-8|III0|1I111111111111—1——1——1—11对应弯矩1111H1——1—0|-160|-5|11—1-137|-269|1705|till895|-27|-470|-13|11535|1532|1"796|1-362|1-22|83|1133|935|193|11|_-333|14|0|111111(ill।।।1।Illi11,।।Illi।।|2柱左|1Ii2柱中|Ii2柱右|I2〜3跨中।।|3柱左|1I।।3柱中|3柱右|111桩柱位51对应人而11柱‘左11柱'中11柱右1「2跨中3〜4跨中|4柱左I|14柱中|4柱右|11111111x(cm)|3012|3488|1|1H13528|11H392|3568|11T432|11472|194811|1424|1I11464|I11504|I198011|2456|1112496|112536|I1111恒载1-43|-1095|111H1809|11H-788|788)11T1116|111095|14311|-999|1I11062|111042|1011|-1042|1I11019|11999|12——I™―11最大剪力11H27|1T138|T138|711|-6|150|150|311|0|r62|162|

3110|26|112|112|111111111H-168|h69|h-21|——h-94|——1-74|28H1-|-26|——h-97|——1,-72|11对应弯矩151|-223|15|47|-253||A祥在翔L1-209|11111111I111人时何我（1111-I1111111111-7|111最小百力1-138|-27|1|_1-112|-27|1-26|1-26|1-10|1-62|io11011-3|-50|1।6|16|I11111111__I111111111169|1111对应弯矩1-168|62|111-209|5111158|I47|I15|1-72|1-26|1-26|128|-74|1I-23|1-21|11111111111111111150|111最大力力150|189|IL_-1-0|189|11329|1329|175|1-30|1569|1569|129|0|1I433|1433|1111111-Irr1ir11r11梁板位置|对应截面|1|2|3|4|5|6|7|8|9|10|11|12|13|14|15|16|17|18|19|20|21|22|1对应看矩1-238|0|-418|10|-343|1-480|1-348|1713|1-47|1-664|1-436|1351|-315|1I-522|1-349|11牛晒何救1111111__I1111111111-75|1I最小剪力|-329|0|111-189|0|11-50|1-50|1-50|1-433|011011-29|-569|1I30|130|।1111I111_|1111111111713|1111对应弯矩1-348|0|11-十-343|0|1120|10|1-238|1-349|1-315|1-315|1351|-436|1I-59|1-47|1111111|1__1111111111175|11最大剪力175|178|1|_13|178|11378|1378|1112|1-30|1850|1850|140|0|1I637|1637|111111111111111111111对应5矩1-356|0|-393||不潜持翔L।一126|-322|11-505|1-354|11066|1-40|1-992|1-652|1499|-470|1I-680|1-425|11牛犯何钦111।11111111111111-1121,1最小百力1|-378|-13|1|_1-178|-13|11-75|1-75|1-75|1-637|1ol10|I-40|-850|I130|130|I1111I1I1___111111111111066।111对应弯矩1|-354|31|111-322|26|।129|।0|।-356|i-425|i-470|i-470|i499|-652|।।-52|i-40|।注：1、单位：kN-m制。已计入冲击力。2、恒载右截面弯矩见《单项荷载右截面弯矩表》中的恒载弯矩值。内力合计表（表13）-未计入荷载安全系数

32卜_±_1H1——111—Illi11——h11b1_d————d——H111坐标(cm)Illi11||124|301|477|65411|831|1008|1184|1361|1538|1715|1892|2068|22451L2422|2599|2775|2952|3129|3306|3483|1II113659|113836|11111(1111II11Illi111111111111111Illi11|车道最大弯矩|-22|-743|-1240|5081|1805|12118|1319|-814|-1070I1049|2430I2430|104911-1070|-814|1319|2118|1805|508|-1240|1III1-743|11-22|11111111j1II11IlliII111111111111111车辆最大弯矩I-22|-757|-1259|3691|1496|11743|1023|-810|-1071I786I1923I1923|786i1-1071|-810|1023|1743|1496|369|-1259|1II11-757|11-22|11111111_±_|1t111Illi111111|1111t111一十1t1111|对应剪力|-38|-450|1066|10061|698|1131|-498|-947|1072|1338|7351-43|-82711-787|左截面11398|1203|406|-223|-745|-810|1II11700|11370|11ii1111_±_1II11Illi1111111111111111Illi11|车道最小弯矩|-22|-1050|-1798|-841|540|1502|-162|-1473|-1703|-259|3711371|-25911-1703|-1473|-162|502|540|-84|-1798|IIIII-1050|1|-22|11111111_1_1II11IlliII11I11111111111Illi11|车辆最小弯矩|-22|-1061|-1795|-381|629|1635|14|-1253|-1498I-104I5261526|-10411-1498|-1253|14|635|629|-38|-1795|1II11-1061|1|-22|1111111111t111Illi11111111111t1111Illi11|对应剪力|-38|-629|1609|7391|288|1-67|-422|-818|1414|667|3111-46|-4031-1131|1103|687|330|-25|-414|-1202|III111041|1I370|1111111111II11IlliII11I1I1111111[1Illi11|车道最大弯矩|-22|-743|-1240|5081|1805|12118|1319|-814|-1070|1049|2430I2430|104911-1070|-814|1319|2118|1805|508|-1240|1III1-743|11-22|i111111111II11Illi1111111111111111Illi11I车辆最大弯矩|-22|-757|-1259|369|1496|11743|1023|-810|-1071|786|1923|1923|786!1-1071|-810|1023|1743|1496|369|-1259|1II11-757|11-22|111I1111II11Illi1111i1i111111111Illi111对应剪力I-484|-700|810|74511|223|-406|-1203|-1398|787|827|431-735|-133811-1072|右截面I947|498|-131|-698|-1006|-1066|IIIII450|Il38|111111111II11IlliII11(1II11r11111Illi11|车道最小弯矩|-22|-1050|-1798|-841|540|1502|-162|-1473|-1703|-259|3711371|-25911-1703|-1473|-162|502|540|-84|-1798|IIIII-1050|I|-22|II1II11111II11IlliII11111111111111Illi11|车辆最小弯矩|-22|-1061|-1795|-381|629|1635|14|-1253|-1498|-104|526|526|-10411-1498|-1253|14|635|629|-38|-1795|1II11-1061|11-22|I11I11I111II11Illi111111111111111111111|对应剪力|-484|-1041|1202|41412511-330|-687|-1103|1131I403146|-311|-6671L.-1414|818|422|67|-288|-739|-1609|1II11629|1138|1I111I|I11II11Illi1111111I1Ir111[1Illi11|最大剪力|-38|-450|1609|11101|698|1131|-328|-721|1924I1353|7431-3|-397

33I-759|1665|1203|417|-20|-380|-733|1041|550|11111111111111111i1I।।।।1III।।।1I।।iiii11111-1365|左截面1对应弯矩-835|1319|11111|-22|-743|-1798|2461689|566|-51|-1265|11|1805|2118|-1061|-22|1II454|1-821|1-1443|1030|2425|1432|11111971111111111III1111I11111111111-1445|1最小剪力1001|629111111I-38|-629|991|641236|-223|-790|-1202|111111|288|-72|700|370|1II-509|।-1294|11024|667|305|-89|iiii-8351111If11111111111I111111111L1-1443|111对应弯矩-821|372|11111|-22|-1061|-1265|-51952|1805|490|-1798|11111|540|520|-743|-22|1II870|1-888|1-1365|-104|817|1357|111110301I1111111111111I11।11t111i1■|-1024|1最1剪力'1294|509|I1111|-370|-700|1202|79072|-288|-641|-991|1III1|223|-236|629|38|1|1-629|1-1001|11445|835|89|-305|1111-66711111111111III1111II1111111!11-1365|右截面1111对应弯矩-888|870|11tt1|-22|-743|-1798|490520|540|-51|-1265|111111|1805|952|-1061|-22|1II372|I-821|I-1443|1030|1357|817|iiii-10411।।11111III1111I11111111111-1924|1最‘、剪力1721|328|11111|-550|-1041|733|380-131|-698|-1110|-1609|111111|20|-417|450|38|1II-1203|1-1665|1759|397|3|-743|1111-13531_J_1111111111111111I11111111!11-1443|111对应弯矩-821|454|।1111|-22|-1061|-1265|-512118|1805|246|-1798|।।।।11|566|1689|-743|-22|।।।1319|।-835|।-1365|197|1432|2425|iiii10301桩柱位置1对应截面11柱左11柱中门柱右1跨中|2柱左12柱中|2柱右|2〜3跨中|3柱左|3柱中|3柱右I3-4跨中1|4柱左|4柱中|4柱右|1II1111111I11it1V11111111111111IIIII坐标(cm)||392|432|2536|3012|3488|3528|3568|11111472|1948|14241|1464I1504|1I1980|2456|112496|11111111111111111111-1451|1IIII|车道最大弯矩I-1402|-1705|2030|-1301|-1723|-1402|-1301|I2030|-14511|-18691|-1439|1I2448|-1439|11-1878|[\111111111111111-1458|1IIII1车辆最大弯矩1-1428|-1736|1677|-1318|-1733|-1428|1I||-1318|j1677|-14581|-18761|-1444|1I1941|-1444|1I-1888|111111111111111111034|1左截面111111对应剪力1-748|-769|-162|-1069|-1015|748|IIIL1069|1162|-1034j|-1055]|1090|1I-3|-1090|1|-1089|[11111TT1111T11-2174|1111|车道最小弯矩|-2010|-2445|533|-1890|-2539|-2010|-1890|533|-2174|-2791|-2189|391|-2189|-2884|

341I11F111H1HHHFHH1__11-1939|11111车辆最小弯矩I-2030|651|-1884|-2513|I1L1-2470|-2030|1-1884|1651|-1939|1-2494|1-1945|1547-1945|1-2556|11111III111111111111136|1111|对应剪力|-1089|36|-1612|-1632|1II1-1109|1089|11612|1-36|1-1136|1-1568|11431|10-1431|1-1962|11111111111111111-1451|1।II1车道最大弯矩1T402|2030|-1301|-1705|IIL1-1723|-1402|1-1301|12030|1-1451|1-1878|j-1439|12448-1439|1-1869|11I111|||1111111t111-1458|11车辆最大弯矩1T428|1677|-1318|-1736|IIL1-1733|-1428|1-1318|11677|1-1458|-1888|1-1444|11941-1444|1-1876|111111III1I1111111111034|1右截面11111对应剪力|-748|-162|-1069|769|11015|748||1069|1162|1-1034|11089|11090|I-3-1090|11055|1111|||1I111111111-2174|11车道最小弯矩I-2010|533|-1890|-2445|IIL1-2539|-2010|I-1890|j533|1-2174|1-2884|j-2189|1391-2189|1-2791|111111III11111111111-1939|I1111车辆最小弯矩1-2030|651|-1884|-2470|IIL1-2513|-2030||-1884|1651|1-1939|1-2556|1-1945|1547-1945|1-2494|I1|1111II1I11I1111111136|11111对应剪力I-1089|36|-1612|1109|III11632|1089|11612|1-36|1-1136|11962|11431|।0-1431|11568|11111|||111111111111698|11最大剪力1-748|41|-994|-1015|1111-769|1089|1612|1162|1-1034|I-1055|I1942|143-1042|1-1062|1111111111111111111-1888|1左截面11111对应弯矩|T402|554|-1321|-1723|IIL1-1705|-2030|1-1890|12030|I-1458|-1876|-2104|11415-1718|1-2139|I11111]-111111111034|1।।।1最小剪力I-1089|-162|-1612|-1632|I||1-1109|748||994||-41|I-1698|1-1719|11042||-43-1942|-1962||111111II1111111I111-1458|1111I对应弯矩|-2030|2030|-1890|-2539|1111-2470|-1402|1-1321|1554|1-1888|I-2571|1-1718|I1415-2104|I-2884|I11111111111111111111698|11111最大剪力I-748|41|-994|1109|IIL11632|1089|11612|1162|1-1034|11962|11942|143-1042|11719|111111III11111111111111|对应弯矩|-1402|1-2539|-1890|2030|-1458|-2884|-2104|1415-1718|-2571|

35-1888|1右截面554|-1321|-2470|-2030|111F1111H994|1-411H|-1698|11F1062|1H1042|1i-43iH|-1942|11-1055|1111034|11最小剪力1-162|-1612|1I1-1089|769|11015|748|11111I111111111111111111对应弯矩11-2030|1-1723|-1321|554I-1888|-2139|-1718|1415|-2104|-1876|-1458|12030|-1890|11-1705|1-1402|i1111।।I11111注：1、表中数据用于裂缝计算。单位：kN-m制。作用短期效应组合表（表13_1）1梁板位置1对应截面114|15|16|17|।1।1118112|3|19|20|1I4|21|15122|1617|II8|19|11011111112|113|1I11111[111II1।j1111\111।।।I坐标(cm)|2422|2599|2775|2952|।।।124|312911111301|477|3306|3483|1I654|3659|111831|10083836|1|1184|1I1361|11538|11715|11892|12068|12245|1।111111111II111j111111111-1058|I1车道最大弯矩1-807|888|1572IL1-22||13551111-747|-1247||305|-1247|1I305|-7471111355|1572-22|1|888|1I-807|1-1058|1666|I1692|11692|1666|1111||11111II11j1111111I1-1059|11车辆最大弯矩1-802|735|1378IL1-22||11941111-757|-1259||233|-1259|1I233|-7571111194|1378-22111735|1I-802|1-1059|1530|11430|11430|1530|11111111111II111j111111111对应剪力1-783|1193|937|341|1七部而।।1-38|-16911111-452|1066|-605|-809|1I866|705|1558|373|1177|-433|]1-830|11063|11023|1534|I-43|1-626|11ZLftXllU||11111II111j111111r11-1404|1|车道最小弯矩|-1153|94|695IL1-22||669I111-995|-1683||-18|-1683|II-18|-9951十669|-22|1695194|1I-1153|1-1404|1-33|1597|1597|1-33|111t।|1|111II111j1111f111--1-1298|11车辆最小弯矩1-1039|186|764IL-22||7151111-1001|-1681||6|-1681|II6|-100111715|-22|117641186|1I-1039|1-1298|147|1678|I678|147|1\1t||1[111II111j11111111■.1-967|11对应剪力|1067|651|294|1I-38|-6111111-596|1477|-450|-1099|1I775|976|11324|373|11-31|-386|1I-782|11250|1667|1311|1-46|1-403|11111I11111II111111।11111-1058|111|车道最大弯矩|-807|888|1572IL1-22||13551111-747|-1247||305|-1247|1I305|-7471111355|1572-22|1|888|1I-807|1-1058|1666|11692|11692|1666|..1111II1(1t1I1111j1111T1111-1059|1\11车辆最大弯矩|-802|735|13781F-22||1194——F111-757|-1259||233|-1259|FF233|-757——F111194|1378-22|——1——|735|H——F-802|F-1059|F530|——F1430|1430|-FH530|F

3611——1——1—1I对应剪力|-465|-1063|830|433|-77|-558|七邦而Li।H——F-705||-866|1809|-1066|1605|452|11——1169|-341|-937|38|1II-1193|1783|626|43|-534|(III-1023|..1|4Jftx.UU|f|||||11I111111jI11十111I'|车看最小春矩|'-22|11-995|1-1683|-18|11669|695|94|-1153|-1404|-33|597|597|-33|-1404|-1153|94|695|669111|_1-1811-1683|1-995|1-22|1111111111111111111I1111111111111I车辆最小弯矩I-22|11-1001|1-1681|6|11715|764|186|-1039|-1298|47|678|678|47|-1298|-1039|186|764|715IIIL16|1-1681|1-1001|1-22|1II11111111IIIIII11111111111111111寸11对应剪力1-465|11-976|11099|450|1161|-294|-651|-1067|967|403|46|-311|-667|-1250|782|386|31|-324|-775|।।।।।-1477|।596|।38|।।।।Illi।14柱位置1’对应截京11柱‘左11柱'中门柱右11、2跨中12柱左|2柱中|2柱右|2、3跨中|3柱左|3柱中|3柱右I3~4跨中j4柱左|4柱中|4柱右|1111111111111111111-H1111|坐标(cm)||392|432|472|94811|1424|1464II11t|1504|1980|2456|2496|2536|3012|3488|3528|3568|1111111I1IIII111111—1111111车道最大弯矩1-1411|-1716|-1308|151711|-1437|-185111111|-1424|1710|-1424|-1859|-1437|1517|-1308|-1737|-1411|111111।।1I11I111111-H11111I车辆最大弯矩1T428|-1736|-1319|133411|-1442|-185511111|-1427|1448|-1427|-1866|-1442|1334|-1319|-1743|-1428|1III||111I11I111111—11111||对应剪力|-752|-773|1069|10811|-1023|-104411111|1080|-3|-1080|-1080|1023|-108|-1069|-1051|752|1七卦面111111I1IIII1"做出】1111111111111111111111||车道最小弯矩|T898|-2308|-1767|705|-1832|-2358|-1834|618|-1834|-2407|-1832|705|-1767|-2364|-1898|1|1II1I111111-H11111I车辆最小弯矩1-19111-2325|-1763|76611|-1709|-220311111|-1708|698|-1708|-2237|-1709|766|-1763|-2347|-1911|1111111I1IIII111111—11111||对应剪力|-1023|-1044|1480|011|-1100|-133411111|1268|0|-1268|-1553|1100101-14801-150111023|1111111I1IIII111111—111111I车道最大弯矩I-1411|-1737|-1308|151711|-1437|-185911111|-1424|1710|-1424|-1851|-1437|1517|-1308|-1716|-1411|11111FH1H1111-

3711车辆最大弯矩|-1428|-1743|-1319|1334-1442|-1866|-1427|1448-1427|-1855|-1442|11334|-1319|-1736|IIL-1428|I11111111111—111—1对应剪力1-752|1T1051|11069|1081-1023|-11080|11080|-311-1080|1044|1023|-108|-1069|773|752|1七却而IILJ1■1111I1七儆圜111III1111111111111I车道最小弯矩|-1898|1-2364|-1767|705-1832|-2407|-1834|618-1834|-2358|-1832|1705|-1767|-2308|-1898|11111111-H——1111—111-I车辆最小弯矩|-1911I1T-2347|1-1763|7661-1709|1-2237|1-1708|69811-1708|-2203|-1709|1766|-1763|-2325|IIL-1911|111111I1-H1111—111-1对应剪力1T023|FT1501|一「1480|01-1100111553|11268|011-1268|1334|11001101-1480110441।।।1023|।।I।।।।注：1、短期效应组合用于裂缝计算。频遇值系数：汽车荷载0.7,人群荷载1。2、车道荷载或车辆荷载根据用户输入不计入冲击力。作用长期效应组合表（表13_2）1梁板位置1|15|16IL对应截面1112I17|18|19|201113I4|5||21|22|1III6|7|II8||91110|111|12|13|II|1411II11Illi111111111111111坐标(cm)|2422|2599|ILIlliI124|3012775|2952|3129|3306|II111|477|654|831|3483|3659|3836|11111008|1184|II1361|11538|1715|11892|2068|2245|III11II111111111111111111111-1042|-790Illi车道最大弯矩1-22|-767I665|1277|1110|201|11111|-1280|201|1110|-1280|-767|-22|1I1I1277|665|1I-790|I-1042|1479|11333|1333|479|II11r1I11Illi111111111111111111-1042|-787ILIlli车辆最大弯矩1-22|-772|577|1166|1019|160|1I111|-1287|160|1019|-1287|-772|-22|1III1166|577|1I-787||-1042|1401|11183|1183|401|1II1r1I11iiii11111III11111111111-770|1094||七技而L1111对应剪力1-38|-463789|300|-140|-546|II111|1082|812|472|-818|725|387|IIII48|-392|II-774||1042|1868|437|-45|-529|1II1ZewcIhir1I11iiii111111I11111111111-1232|-9851111车道最小弯矩|-22|-886|221|789|729|23|11111|-1494|23|729|-1494|-886|-22|1III789|221|1I-985|I-1232|187|1717|717|87|1II1r1I1111111111111111111111111-1171|-920IL1111车辆最小弯矩1-22|-889|273|829|756|36|11111|-1493|36|756|-1493|-889|-22|1111829|273|1I-920|1-1171|1133|1763|763|133|1II1rII1111111111111111111111111till对应剪力1-38|-533111|1289|743|346|-12|-368|-740|1145|667|311|-46|-403|

38-873|1013|IL633|276|-80|-452|111-967|856|387|1111111111111—1——1—11111—1——1——1——1-车道最大弯矩1-22|-767|111t1111111—1——1——1-1280|201|1110|1277|665|-790|-1042|479|1333|1333|479|-1042|-790IL.|665|1277|1110|201|III-1280|-767|-22|IIIIIIII1II1r-H——H-11111—1——1——1——1-车辆最大弯矩I-22|-772|11111111111—1——1——1-1287|160|1019|1166|577|-787|-1042|401|1183|1183|401|-1042|-787IL.|577|1166|1019|160|111-1287|-772|-22|11111111111Ir-H——F-11f11—1——1——1——1—对应剪力1-429|-725|1111111111t—H——1——1818|546|140|-300|-789|-1094|770|529|45|-437|-868|-1042|774|392|-48|-472|-812|-1082|463|38|1士曲而L11111111111111I映I||II|||I||||||1111111111111车壶最小,矩1'-22|-886|-1494|23|729|789|221|-985|-1232|87|717|717|87|-1232|-985IL|221|789|729|23|III-1494|-886|-22|IIIII1IIIII1r—1——1—11111—1——1——1—1—车辆最小弯矩|-22|-889|11111111111—1——1——1-1493|36|756|829|273|-920|-1171|133|763|763|133|-1171|-920IL|273|829|756|36|111-1493|-889|-22|111111111111r-H——F-11111-H——1——1——1—对应剪力1-429|-856|11111111111—H1——1967|452|80|-276|-633|-1013|873|403|46|-311|-667|-1145|74011|368|12|-346|-743|111-1289|533|38|i..I.।-1-।1..-i,i.-I..iiiiiiiii1ii111I桩柱位置|对应截面|1柱左I1柱中|1柱右|广2跨中|2柱左|2柱中|2柱右|2'3跨中|3柱左|3柱中|3柱右13'4跨中i4柱左|4柱中|4柱右|11IIIIIIII11111IIIIIIII111-H1111|坐标（cm）||392|432|472|948|1424|1464|1504|1980|2456|2496|2536|3012|3488|3528|3568|1IiiiiiiiiIII1r1十111t1十1十1-H1111||车道最大弯矩|-1449|-1762|-1342|1238|-1413|-1822|-1401|1353|-1401|-1829|-1413|1238|-1342|-1779|-1449|111111111111111IIIIIIII111-H1111||车辆最大弯矩I-1458|-1773|-1348|1134|-1416|-1825|-1403|1203|-1403|-1832|-1416|1134|-1348|-1781|-1458|1I||||Iill|1|11r11f—1111111-H1111||对应剪力|-772|-793|1085|79|-1012|-1033|1060|-1|-1060|-1073|1012|-79|-1085|-1083|772|1Zl儆叫1IIIIIIII111IIIII11111||车道最小弯矩|-1683|-2046|-1567|787|-1630|-2099|-1626|738|-1626|-2130|-1630|787|-1567|-2088|-1683|111111111111111fillIIII1I1—11111||车辆最小弯矩|-1690|-2056|-1565|822|-1560|-2011|-1553|784|-1553|-2032|-1560|822|-1565|-2079|-1690|

3911111111111292|H19|H-1046|F-1188|H1162|0H-1162|1__-1334|11对应剪力1-903|-924|1046|1-19|-1292|-11-1312|1903|1111111111111111111111111车道最大弯矩11-1449|1-1779|-1342|1238|-1413|-1829|-1401|1353-1401|-1822|-1413|11238|-1342|11-1762|1-1449|1111111111t1I1111111111111111车辆最大弯矩11-1458|1-1781|-1348|1134|-1416|-1832|-1403|1203-1403|-1825|-1416|11134|-1348|IL-1773|1-1458|111Ij11111t||111111111t1111对应剪力11-772|11083|1085|79|-1012|1073|1060|-1-1060|1033|1012|1右截面1-79|-1085|IL793|1772|11111|111||1111111111111":道最小，矩1j-1683|1-2088|-1567|787|-1630|-2130|-1626|738-1626|-2099|-1630|1787|-1567|IL-2046|I-1683|I11111111111111111111111111111车辆最小弯矩11-1690|1-2079|-1565|822|-1560|-2032|-1553|784-1553|-2011|-1560|1822|-1565|-2056|1-1690|Jj11j1111111||11111111111111对应剪力11-903|11312|1292|19|-1046|1334|1162|0-1162|1188|1046|1-19|-1292|।।924|।903|1।।।।।।注：1、长期效应组合用于裂缝计算。准永久值系数：汽车荷载0.4,人群荷载0.4。2、车道荷载或车辆荷载根据用户输入不计入冲击力。作用效应组合表（表14）-已计入荷载分项系数।।।।।till17|18119111011111i12I113|I梁板位置I对应截面|1|2|3|4|5i614|15|16|17|18|19|20|11II1II21|122|I111111111IItII1Illi111111111111111t1111|坐标(cm)||124|301|477|654|2422|2599|2775|2952|3129|3306|3483|1IIIIII1831|3659|111008|3836|11184|11361|[1538|11715|11892|12068|12245|11t11tt1।iiii।I1।11111111iiiiiiii||最大弯矩|-27|-890|-1488|693|2348|-1290|-974|1758|2762|2348|693|-1488|-8901111111L12762|-27|11758|1-974|1-1290|11417|13220|13220|11417|111II1IIIIIIIII।1r111f1I111IIII11I|对应剪力|-46|-539|1282|1267|-945|1762|1550|513|-289|-953|-974|I方部而I||IIL1893|840|11179|455|1-623|1-1185|(1290|11735|1965|1-52|1-1075|11Zl做叫1II1II1IIII1111111TT111111十1\ttI|最小弯矩|-27|-1298|-2212|-126|-2164|-1898|-300|523|594|-126|-2212|111——111——F1594|-1298——F1523|-27|——H-300|——!--1898|F--2164|F-403|——b353|353|——F-403|

40__(_1——|——H1对应剪力—1——111—|-46|-770|1995|865|__1——1331|-95|-521|-993|1760|801|373|-55|-483|-1422|11334|839|I411|11-15|-479|-1496|1II1278|455|1I11111I11111I11।t11।।।11II1T1111111-1290|1111最大弯矩-974|1758|11111|-27|-890|-1488|693|2762|2348|693|-1488|11111112348|2762|-890|-27|1I1758|1-974|1-1290|1417|322011|3220|1I1417|1111111111II।।।111111111111%应剪力-1290|1185|623|1七部而|1111|-592|-840|974|953|-179|-893|-1267|-1282|।1।1।11289|-513|539|46|1I-1550|1-1762|1945|1075|1152|-965|11-1735|1111I1j1111II111111111111-2164|111小弯4-1898|-300|11|-27|523|1|t1t-1298|-2212|-126|594|-126|-2212|1II1594|523|-1298|-27|1I-300|1-1898|1-2164|-403|11353|353|1I-403|1111||111111।।I111111f111111-1760|11对应剪力993|521|1I।।।|-592|-1278|1496|479|95|-331|-865|-1995|।।।।।1115|-411|770|46|1I-839|1-1334|[14221483|1155|-373|1I-801|1111||।।1I।।II111II1t111111-911|11最大剪力2121|1550|11|-46|529|11111-539|1995|1386|-9|-442|-866|||I11893|179|1278|675|II-390|1-868|12475|1753|11974|4|II-475|111111J1111II111j111111111111对应弯矩-1699|-1004|1758|1七部曲|1|-27|2162|11111-890|-2212|335|624|-89|-1523|1II112348|2762|-1298|-27|1I562|1-990|1-1800I1396|321511I1823|1I236|1I।1111111।11111I111111111-1863|11最小剪力1207|758|11III|-46|-770|1177|755|279|-289|-1003|-1496|■।।।।11331|-101|840|444|1I-639|1-1660|112291801|1I3651-114I11-1084|11111I।।।I।।।।।111I111111111-1800|1111对应弯矩-990|447|11III|-27|-1298|-1523|-89|1154|2348|672|-2212|11594|543|-890|-27|1I1130|1-1079|1-1699|-186|11978|1719|iI1396|11It||11।I11।।1111I111111111-1229|11最大剪力1660|639|11III|-444|-840|1496|1003|101|-331|-755|-1177|।i।।।11289|-279|770|46|1I-758|1-1207||1863|1084|11114|-365|11-801|1111।।।।I।।1II111I111111111111对应弯矩-1699|-1079|1130|1七部而|1|-27|543|1[111-890|-2212|672|594|-89|-1523|1II112348|1154|-1298|-27|1I447|1-990|[-1800|1396|111719I978|1I-186|114J1III1111111।111II1t111111-2475|1।最小剪£868|390|11III|-675|-1278|866|442|-179|-893|-1386|-1995|119|-529|539|46|1I-1550|1-2121|19111475|11-4|-974|11-1753|1111।।11।111111111I111111111-1800|Illi11|对应弯矩|-27|-1298|-1523|-89|-990|562|2762|2348|335|-2212|11624|2162|-890|-27|1758|-1004|-1699I236|1823I3215|1396|

411桩柱位置1对应截面11柱左11柱中13~4跨中|4柱左|4柱中|4柱右|।।।।।1柱右11跨中|12柱左|2柱中|2柱右|2~3跨中|।।3柱左|13柱中|3柱右|1।।।1I11111।111I11坐标(cm)||3012|3488|3528IIL1392||356811432|472|1948|11424|1464|1504|11980|12456|12496|2536|1111II1111111111'1最大春矩12644|-1561|-20671-1681||-168111-2045|-1561|12644|1-1748|-2251|-1734|13242|1-1734|I-2263|-1748|11111111I11111111对应剪力1-216|-1285|-12051七邦而।।1-897||897I1-922|1285|1216|1-1246|-1271|1311|1-3|1-1311|1-1313|1246|11zl做1ml।|1j111I111।।11最小弯矩1569|-2326|-3130|IIL1-2488|-2488|11-3027|-2326|1569|1-2746|-3522|-2769|1378|1-2769|1-3652|-2746|1111II11111111111对应剪力I58|-1999|-2023|1-1335|1335|11-1360|1999|1-58|1-1373|-1974|1782|10|1-1782|1-2521|1373|1111।|11111111111最大弯矩|2644|-1561|-20451IL1-1681||-1681I1-2067|-1561|12644|1-1748|-2263|-1734|13242|1-1734|1-2251|-1748|1111||111111111111对应百力1-216|-1285|9221-897||897111205|1285|1216|1-1246|1313|1311|1-3|1-1311|11271|1246|1|4JfixUUII||111111111111最小卷矩I569|-2326|-3027|1IL1-2488|-2488|11-3130|-2326|1569|1-2746|-3652|-2769|1378|1-2769|1-3522|-2746|11111j11r1111||11对应剪力I58|-1999|1360|1-1335|1335|112023|1999|1-58|1-1373|2521|1782|10|1-1782|11974|1373|1111II1I111111111最大剪力164|-1180|-1205|IIL1-897|1335|11-922|1999|1216|1-1246|-1271|2496|159|।-1250|1-1275|2160|1111II1I1111111|!|对应春矩|592|-1590|-2067|I七部而।।1-1681|-2488|11-2045|-2326|12644|1-1758|-2261|-2649|11796|1-2122|1-2627|-2345|11j1111111||11最小剪力1-216|-1999|-20231I|,1-1335||89711-1360|1180|1-64|1-2160|-2185|1250|1-59|1-2496|1-2521|1246|..11111111111T十||11对应弯矩12644|-2326|-313011F1-2488||-1681F1-3027|-1590|H592|F-2345|-3213|-2122|H1796|F-2649|F-3652|-1758|F

42164|11最大剪力1-1180|1360|1|_-897|2023|1999|1335|1II216-1246|12521|2496|159|1-1250|2185|2160|1II1159211—11——1对应弯矩1|-1590|-3027|111-H1-1681|-3130|-2326|-2488|26441-1758|-3652|1-2649|11796|\11-2122|-3213|-2345|I右截面卜1-2161,1最小百力|-1999|922|1-1335|897|111205|11180|1-64|1-2160|11275|11250|1-59|I-2496|11271|11246|111264411—11——1对应弯矩1-2326|-2045|1H——-2488|-1681|1T-2067|1-1590|1592|1-2345|1-2627|1-2122|11796|1-2649|1-2261|1-1758|注：1、表中数据用于强度（即钢筋面积）计算,内力值已计入荷载分项系数（见2004通用桥规4.1.6条）.2、可变作用效应的组合系数德=0.8,用于人群荷载产生的效应。3、左右截面弯矩当刚架计算时仅支点截面不同，其他截面均相同。按撑杆系杆体系计算边柱外侧截面的钢筋面积表（表15-1）--不满足条件，不需要计算。配筋、裂缝计算表俵15）1梁板位置1对应截面113||2141i13I4|515|16|17|11116|7|18|19|2111801|9|21|22JL1011111t112|11111II1II1111111111111111।i11111i11座标11715|1892|3836|11(cm)2068|1242245|I3012422|iI477|654|8312599|2775|2952|111I1008|1184|3129|3306|11113613483|I1538|3659|JL11111II1II11111111111111111Ii11111I11盖梁高度1130.0|130.090.6|11(cm)130.0|90.6130.0||130.0130.0|i|130.0|130.0|130.0130.0|130.0|130.0|ii।|130.0|130.0|130.0|130.0|i।।130.0130.0||130.0|130.0|JL।।।।IIIIII।।11!1111111111|iiiiiif11下缘保护层16.5|6.5|6.5|11(cm)6.5|6.56.5||6.56.5|1|6.5|6.5|6.56.5|6.5|6.5|ii।|6.5|6.5|6.5|6.5|iii6.56.5||6.5|6.5|JL11111II1II111111111111i111ii1iiiii111上缘保护层16.5|6.5|(cm)6.5|6.56.5||6.56.5||6.5|6.5|6.56.5|6.5|6.5||6.5|6.5|6.5|6.5|6.56.5||6.5|6.5|6.5|

43I盖梁配筋的I计算公式采用|一般一般I一般I一般I一般I般I一般•般I一般I一般一般I一般I一般一般I一般I一般I一般一般I一般I一般I一般I一般II裂缝C3值|无腹板1.1501.150|1,150|1.150|1.150|1.150|1.1501.150|1.150|1.1501.150|1.150|1.1501.150|1.150|1.150|1.1501.150|1.150|1.150|1.150|1.150|道|隼道I控制裂缝荷载I乍道车道I车道I车道I车道I车道I车道I车道I车道I车道I车辆I车道I车道I车辆I车道I车道I车道I车道I车道I车道I车II裂缝弯矩值I-22666|1692|1692|666|-22|I下缘计算I1-7471058|-1247|305-802|888|13551572|1572|888|-8021355|305|-1247|-1058|-747|—11组合弯矩值1111111111|-27|-890|-1488|693|2348|2762|1758|-974|-1290|1417|3220|3220|1417|-1290|-974|1758|2762|2348|693|-1488|-890|-27|111IIIIIIIII11111111111111IIIIIIIII-1111弯矩筋面积11111111111受压不计I受压不计I受压不计I22.3|77.8|92.2|57.6|受压不计|受压不计|46.2|108.5|108.5|46.2|受压不计|受压不计|57.6|92.2|77.8|22.3|受压不计|受压不计|受压不计111111111111111|11111111111111111111—111弯矩筋根数11111111111~1-1-14|13|15|10|-|-1811118|18|18|-|-|10|15|13|4|-|~|-111।1।।।111111111裂缝筋根数1-11111|-|4|171119|111111-1-18|20|20|8|1IIII__1-111119|11117|4।।1-1-1-1111I1IIIIIIIII।।।।।।।।।।।।11I裂缝C2|-|1111|-|1.330|1.410|1.406|1.374|-|-|1.360|1.394|1,394|1.360|11111—|-|1.374|1,406|1111.410|1.1-330|-|-|111-

4411111111111111!0.600|111配筋率U%|0.623|0.623|IL0.600|-|1|-|0.600||0.600|1I10.60010.600|10.600|0.600|-|0.600|0.600|-|-|III111111||1111111I111I11III1111111111111!126|111钢筋应力1128|128|126|-|11-1115|1122|111120|125|1125|122|-|-120|115|-|-|111111111111I11111111I1I1II11111T十1111111110.192|0.200|11裂缝宽（mm）I0.199|0.199|110.200|0.2000.192|0.200|।|0.20010.172|0.200|0.188|।।।0.191|0.197|10.197|0.188|0.200|0.2000.191|0.172|0.200|0.200|।।।1,L11111II1II111111111111111111।।।।।।।।।1车道1道11控制裂缝荷载1车道1车道11|_车道1不辆车道1车道111车道1车道1车道1车道1车道1车道1车道车道1车道1车道|车道|车道1车道|车辆|।।।।11।1车1111111II1I1I1111।1III1111T111111tt111-403|-27|11组合弯矩值1353|353|IL-27|-1298-403|-2164|1|-2212|-126|-1898|-300|1I1594|523|1523|-300|-1898|-2164594|-126|-2212|-1298|III111111II11I1111I111I11I1I11111111111111111弯矩筋面积11.3|42.2I73.1|4.0|受压不计|受压不计|9.6|62.4|71.5171.5|12.9|受压不计|受压不计|12.9|1.3|62.4|9.6|受压不计|受压不计|4.0|73.1|42.2|11111弯矩筋根数1111117|112111111-1-1121T111112|31-11131112|111121111-111111217|111L111111111111111f11I111111111f1111111-33|597|-22|裂缝弯矩值597|1-33|-22|-1001|-1683|-1404|-1153|94|111-18|1669|695|695|669|-18|94|-1153|-1404|-1683|-1001|1111抖1111II1II1111111111111111111111111।111111-11裂缝筋根数1111L1|13|18|141।21|-111111-11-11111121114|13|।18|11L1।1।11-111।1111111।111।1

4511I裂缝C2|1.500|1.445|1.444|1.000I-I-I-11.427|1.439|1.00011.500|1|-11.000|1111.439|11.427|-1I-1-11.000|11111.444|1.445|1I1I111111111111111111111I1111111111111110.60010.600|11配筋率U%|0.6001|-|0.600|0.600|0.600|I0.654|0.600|-10.600|-|-1-1|-|-|0.600|1I110.600|0,600|0.654|0.600|1I11111III1111f1ttIIII111I111111111II111150|-50|11钢筋应力I50|116||-|50|118|1111L121|124|-127|-|-|-|1-1-127|1111124|118|121|116|1i11111|||।11111111111111I11111rr111111110.056|0.084|1I裂缝宽(mm)|0.084|0.200|0.200|0.056|1110.189|0.190|।0.193|0,030|0.200|0.200|0.200|0.200|0.200|0.200|0.200|0.030|।।।।।0.200|0.190|0.193|0.189|ii1111111111111111111111111座标11504|1980|।।(cm)|2456|1392|2496|1432|2496|1432|2536|1472|3012|i948|3488|11424|3528|11464|3528|I11464|3568|11111111111111111111111盖梁高度1130.0|130.0|11-(cm)|130.0|L1130.0|130.0|।130.0|130.0|H।130.0|130.0|L1130.0|130.0|L.130.0|130.0|L।130.0|130.0|L.I130.0|130.0|L.1130.0|130.0|1I万缘保护层I桩柱位置I对应截面I1柱左I1柱中左I1柱中右I1柱右I1'2跨中|2柱左|2柱中左|2柱中右|2柱右I2'3跨中|3柱左|3柱中左|3柱中右|3柱右|3'4跨中|4柱左|4柱中左|4柱中右|4柱右|56.(cm)|6.5|6.5|6.5|6.5|6.5|6.5|6.56.5|6.5|6.5|6.5|6.5|6.5|6.5|6.5|6.5|6.5|I上缘保护层I6.5|6.5|(cm)6.5|6.5|6.5|6.5|6.5|6.5|6.5|6.56.5|6.5|6.5|6.5|6.5|6.5|6.5|6.5|6.5|I盖梁配筋的I计算公式采用II一般I一般I一般般iI—般一般一——般一般一—I般一般一—I般一般7—般一般一—I般一般一—I般一般一—|裂缝C3值|无腹板|1.150|1.150|1.150|1.150|1.150|1.150|1.150|1.150|1.150|1.150|1.150|1.150|1.150|1.150|1.150|1,150|1.150|1.150|1.150|

4611控制裂缝荷载11车道1车道1车道111_车道11车道1车道11车道1车道11车道车道11车道车道11车道I车道11车道1车道11车道1车道111车道1111111111111111111111组合弯矩值1-1734|3242|-1734|1111-1681|-2263|1I-2045|-2251|L.1-2067|-1748|11-1561|2644|J12644|-1561|1-1748|-2067|1T-2251|-2045|-2263|-1681|11111111।11T111T1111।T11'i弯矩筋面’积1受压本计I受压木计I受压木计I受压木计I88.1|受压未计|受压未计|受压未计|受压不计I109.3|受压不计|受压不计|受压不计|受压不计|88.1|受压不计|受压不计|受压不计|受压不计|■11।1111।11111111।11I1I111|11।11I11弯矩筋根数11181-11IL-11-111-I11111115|-1,15|11111-111-I1111-111III111111V111I11(1111裂缝弯矩值I-1424|1710|-1424|IK必心1的L।1-1411|-1859|11-1716|-1851|11-1737|-1437|11-1308|1517|1I1517|-1308|11-1437|-1737|11-1851|-1716|11-1859|-1411|11r琢vr昇II।।।1|1111I11|1I1I।'i裂缝筋根’数।121|-|-1I11-1\1-111111119|-1,19|11111-111-11111-1111111111111111111裂缝C2||1.395|-|-11111-I111-1|1.408|-।।11.408|1-1111-111-I11111111II111(।।11111(1111111配筋率酰1|0.6541-1-IIL-11一11-1I।1-1|0.600|।।10.600|11111-1T1-I1111-111|||1111।।।1I1111111钢筋应力|1123|-|1।|111111।।1-111211।।1121|111111!11111-111|||111111।1111111111|裂缝宽(mm)|0.200|0,190|0.200|1II10.200|0.200|110.200|0.200|L10.200|0.200|110.200|0.191|I10.191|0.200|110.200|0.200|110.200|0.200|110.200|0.200|1111III1111I1|1।1|1111控制裂缝荷载11车道1车道1车道111_t车辆11车道11车辆|1车道I车道11车道1车道11车道1车道11车道1车道11车辆1车道11车辆1।车道111车道1111111111111[111111111组合弯矩值1-2769|378|-2769|1-2488|-3652|1-3027|-3522|11-3130|-2746|1I-2326|569|1I569|-2326|11-2746|-3130|11-3522|-3027|1-1-3652|-2488|1111।1111111111111111111弯矩筋面积192.5|受压不计|92.5|111182.7|124.1|11101.6|119.3|1111105.3|77.0|受压不计|91.7|受压不计|77.0|।।।191.7|105.3|11119.3|101.6|11124.1|82.7|11111I1(।|1111I11।11111弯矩筋根数116|-|16|11H14|2111-17|20|1-118115|F1,i3I1H1113|H115I181HT20|17I1-21114IH

47—111—11裂缝弯矩值1-1834|618|-1834|11L.1——-1911|-2407|।__1——-2325|-2358|।__1-2364|-1832|1—1——-1767|705|1__1——705|-1767|।1——-1832|-2364|।__1——-2358|-2325|।-1-2407|-1911|।1，冰“抖1111111111111111111111122|1i裂缝筋根’数।122|11_I23|28|1।27|28|1128|22|1122|11।22|1122|28|1।28|27|1128|23|11111111111111111111111.443|11裂缝C2||1.443|11.443|1.442|111.443|1.445|111.442|1.445|111.443|1111.443|I11.445|1.442|1!1.445|1.443|111.442|1.443|111111..1111111111111111110.68611111配筋率U%||0.68611L.10.717|0.873|110.841|0.873|110.873|0.686|110.686|1110.686|110.686|0.873|110.87310.841|110.873|0.717|11111||111111111111111111126|11钢筋应力|1126|1126|130|11130|127|11128|126|11121|11121|1126|128|11127|130|11130|126|111111I111(111111(一11110.199111I裂缝宽(mm)|0.200|0,199|।110.197|0.195|।0.197|0.191|।10.191|0.199|।10.192|0.200|।10.200|0.192|।10.199|0.191|।10.191|0.197|।10.195|0.197|।注：1、““组合弯矩值”由作用效应组合表（已计入荷载分项系数）计算钢筋面积（cm2）并反算钢筋根数，“裂缝弯矩值”由内力合计表（短期效应计入频遇值系数，长期效应计入准永久值系数）计算钢筋根数。2、裂缝宽度限值0.2廊。裂缝计算宽度C1值为1。3、混凝土强度等级C30,主筋种类HRB335钢筋，主筋直径28nlin。4、钢筋面积单位：cm2,其余有量刚均以k\-m制。5、当计算的跨中下缘裂缝钢筋根数小于其他截面的下缘根数时，可能由C2值引起。6、上缘最少通长钢筋0根，下缘最少通长钢筋0根-7、“盖梁配筋的计算公式采用”一栏中，“盖梁”指按盖梁构件、“股”指按普通钢筋混凝土构件配筋计算。8、盖梁公式与一般公式分别计算跨中段和悬臂段，当跨高比越小于5,边柱中心的左右截面计算结果相差越大。9.盖梁计算跨径1032.2cm,盖梁宽度160cm。10、内力值未反映重要性系数，配筋计算时计入该系数的影响。已知混凝土箍筋分配系数计算箍筋间距和斜筋根数表（表16）I梁板位置||12|131L_对应截面1i11116121111713111181t411191i51|206111211i71|2281111911101111114115111||1I11IJ111-11111111有效梁高111HO(cm)|184.1|1123.5|1123.5|1123.5|1123.5|1123.5|1123.5|1123.5|123.5|123.5|123.5|123.5|1।123.5|123.5|1123.5|1123.5|1123.5|1123.5|1123.5|i123.5|1123.5|184.1|11111（11111111111i1j1111\1।।1受压宽度11B(cm)111160.0|1160.0|\160.0|1160.0|1160.0|1160.0|1160.0|1160.0|160.0|160.0|160.0|160.0|IL_160.0|160.0|1160.0|1160.0|1160.0|1160.0|1160.0|I160.0|I160.0|I160.0|I11111।11111111111r1TIt1r1TtI组合剪力|Vd（kN）已乘以r0|1-742|1-1406|12194|11524|i982|1-582|1-1705|I-2333|2722|1928|1071|-1071|-1928|-2722|2333|1705|582|-982|-1524|-2194|14061742|

481111111111111—1111111111111组合弯矩IMd(kNm)|3215|3215|1396|-1800|111-27|-1004|1-1298|1758|1-2212|2162|1335|2348|2348|335|1I2162|-2212|11758|-1298|1-1004|-27|I-1800|(1396|[111111111111111II1111111111111悬臂段附加1剪刀扣除值kN|01010|0111118|011t0|01110|01111010I01011110|01110101101-8I0110|I1111111111111111111I111111不配斜筋I剪力值(kN)|1373|1373|1373|1373|1111936|1373|111373|1373|111373|1373|1111373|1373|1373|1373|1I11373|1373|111373|13731111373|936|11373|11373|111111111111|1t|111t111t11截面限制1剪力值(kN)|5520|5520|5520|5520|11113760|55201115520|55201115520|552011115520|5520|5520|5520|1I-15520|5520|I15520|5520|115520|3760|15520|I5520|11111111111i11ii1i1i1i111'组合剪力’1小于血制剪力在1满足’1满足’1满足’1满足’1满足'1满足’1满足'1满足’11满足1满足1满足1满足1满足1满足1满足1满足1满足1满足1满足111111111111满足11满足1满足11111111।1।JiIiII|I1IIII111I组合剪力kN|974|-974|-1753|-2475|1-667|2121|11-1278|1550|111995|529|1111386|893|-893|-1386|1I1-529|-1995|11-1550|1278|11-2121|667|12475|11753|11/||11111111111I1111I1I1Illi11组合弯矩kN|3215|3215|1396|-1800|1111-27|-1004|1।-1298|1758|11-2212|2162|111335|2348|2348|335|1IT2162|-2212|I11758|-1298|II-1004|-27|1-1800|I1396|I111111111111111I1|i1i11111受拉筋根数120|20|8|18||土解毋L111|14I1t13|1111121|1911114I17|17I4|1|19|211I1111131114|11I18|8||1土加契Wj|1||||11Ii1111111i111111111111主筋配筋率％10.62310.623|0.249|0.56111110.046|0.436110.405|0.343|110.654|0.592|1110.125|0.530|0.530|0.125|1I10.592|0.654110.343|0.405|110.43610.046|10.561110.249|111111111I111|1tii1it11It11111斜筋‘承担剪力’10|0|-771|-1089|I1L.10|933|11-562|682|11878|0I1610|0|0|0|-610|-878|11I1-682|562|11-933|0111089|I771|11111111111I111111i1111111111111斜筋面积cm2|0.010.0151.9|73.3|1仝.楠在留I|_10.0|62.8|1137.9|45.9|I159.1|0.0|I1141.1|0.0|0.0|41.1|1I10.0|59.1||145.9|37.9|I162.8|0.0|J73.3|151.9||1忖肋“舁1111(111111t1111111||||11需要斜筋根数10.0|0.0|8.4|11.9|11110.0110.2|116.2|7.5|119.6|0.0|1116.7|0.0|0.0|6.7|1I10.019.6|I17.5|6.2|1110.2|0.0|111.9|18.4|1111111111[1|111I111I111111'1采用‘斜筋根数’10|0|9|12|11110I1111i7|81110|011117I0|0I7|1।一十一0|10I11817IfI11101f12|I9|I11111111111111111111111111碎箍筋承担剪力11-742|t-844|11317|11914|982|1-582|1-1023|1-1400|1633|1157|

491071|-1071|-1157|-1633|1400|1023|582|-982|-914|-1317|844|742|||分配系数|1.000|0.600|0.600|0.600|1.000|1.000|1.000|0,600|0.600|0.600|0.600|1,000|1.000|0.600|I箍筋计算卜o00o6o•■ooI—oooo6•no—oI—ooo66••oo60o.II分配系数460%|满足|满足|满足|满足|满足|满足I满足I满足I满足I满足|满足I满足I满足I满足|满足I满足I满足I满足|满足I满足I满足|满足|I|箍筋间距Sv(cm)|108.9|196.1|69.6|125.1|121.1|351.0|106.2|58.2|44.2|81.0|104.3|104.3|81.0|44.2|58.2|106.2|351.0|121.1|125.1|69.6|196.1|108.9||斜截面|水平投影长度cm|2.4|60.9|66.5|14.5|157.8|245.4|68.1|28.4|43.6|47.8|198.1|198.1|47.8|43.6|28.4|68.1|222.3|157.8|14.5|66.5|60.9|2.4|1桩柱位置1对应截面11柱左11柱中左I1柱中右|1柱右|广2跨中|2柱左|2柱中左I2柱中右|2柱右|2〜跨中13柱左I|3柱中左|3柱中右|3柱右|3~4跨中|4柱左|4柱中左।II।II14柱中右|4柱右|111111iII।।1111111111111111有效梁高1HO(cm)|123.5|123.5|123.5|123.।1111123.5|123.55|123.5|111|123.5|123.5|123.5|123.5|123.51II1123.5||123.111123.5|123.55|123.5|1|123.5(|123.5|1I।।1I।।1t1\1I111T11।।।।।1受压宽度IB(cm)|160.0|160.0160.0|160.0|160.0|160.0|160.0|।।।।11|160.0|160.0|160.0|160.0|160.01II1160.0||160.111160.0|160.00|160.0|I|160.01|160.0|1II|।।1I।।।111।।1111I1111组合‘剪力65|-2746|111IVd(kN)已乘以r0|-2773|24031II।।।-1469|-1496|2226|2198||2376|-238|-2198|-2226|।1।1t238|1496111-2376|-2403|1469|1|27731|2746|1I11111jI1II1I1I1111I11111组合弯矩1796|-2649111|Md(kNm)||-3652|-321：1I11-2488|-3027|-2345|111|-3130|-2326|2644|-2326|-31301II12644||-3027j11-2345|-3213|-2488|1|-3652(|-2649|1I1111।|111111।।1111I11111悬臂段附加010111剪力扣除值kN|0I0|1I110100111'o||0|01010111110101111010。1110I|0|1I111111111111111111111111不配斜筋1373|137311剪力值(kN)||1373|137：1I111373|1373|1373|111|1373|1373|1373|1373|13731II11373||137：J111373|1373|1373|1|13731|1373|1I11।।11f11I111111।1截面限制5520|552011111I剪力值(kN)|5520|5520|5520|5520|5520|11111|5520|5520|5520|5520|55201II15520||552C1115520|5520|5520|1|5520(|5520|1I111111।11t1\1I111T111组合剪力1小于限制剪力值11I满足1满足111满足1满足11的足111满足1满足1满足|满足|满足I满足I满足I满足I满足I满足I满足I满足I满足I满足I

50111111111111—11111111111'1'组合剪力1159|-2496|-2521|2185-1335|-1360|2023||2160|-216|-1999|।।।1999|-2023|1216|1360111-2160|-2185||1335|1I2521|12496|11/乂叼叼匚匚11।111111111111111||组合弯矩kN|-2488|-30271796|-2649|-3652|-3213|-2345|।।।।1|-3130|2644|-23261I1-2326||-3130I1112644|-2345|-3213||-3027|-2488|।।।-3652|1-2649|1I।।।1111|11I|1।1111|||11受拉筋根数121|22|26|25|士储:粕扉L123|25122|1125|19|22|11122|25|1119|25j1122|25|123|1126|122|11±助XX班)|1111111111।1।11111111111I|主筋配筋率％|0.71710.7790.654|0.686|0.810|0.779|0.686|111111|0.77910.686|0.592|0.686|0.779I।1।।।0.592|0.686|0.779||0.779|0.717|।।।0.810|10.686|1111111111I।1।I111111111'1‘斜筋承担剪‘力101-10981-11091961111-587|-598950|11|890|0|-879|1I1879|-890|1101598|111-950|-961|587|1I1109|11098|1111III1II1111I1I11II111111I斜筋面积cm2|0.0|74.0|74.7|64.7|仝注解"留L11139.6|40.3|64.0|1i|60.0|0.0|59.2|11159.2|60.0|110.0|40.311164.0|64.7||39.6|1I74.7|174.0|11小十期VT舁I1|||11I11111111TII1111需要斜筋根数10.0|12.0|12.1|10.5116.4|6.5110.4|119.7|0.0|9.6|11T9.6|9.7|110.016.511110.4|10.5|16.4|1I12.1|112.0|111111111I111111111r11采用斜筋根数10113113|1111II117|71111111010110|11110110111017!1111111117[1113|113|111111111111111111|||11佐箍筋承担剪力165|-1647|-1664|1442111111-881|-898|1335||1425|-238|-1319|1।।1319|-1335|11238|898j11-1425|-1442|1881|1I1664|11647|11111111।।111111।11I111111111I分配系数I0.600|0.6001.000|0.600|0.600|0.600|0.600|1底线」的11111|0.600|0.600|1.000|0.600|0.600I111111.000|0.600|0.600||0.600|0.600|1110.600|10.600|11雌加H并11111।।11111111।।11111'1A配系数与嬴1满足’1满总满足1满足1满足1满足1满足111111满足1满足1满足11满足11满足1满足1满足1满足11满足1满足1111满足11满足11111111I11111111।II1111111I|箍筋间距Sv(cm)|194.7|154.39999.0|44.8|45.3|59.8|59.8|11111|69.7|2094.3|69.11111169.9|2094.3|59.8|59.8|9|69.7|154.3|194.7|।।।।45.3|144.8|1111111I1I11।1।11111I111111斜截而I水平投影长度cm|222.3|63.7|86.9|88.11111111.8|133.63|65.1|111|92.8|69.8|732.8|69.8|92.8111[222.3||13311165.1|88.3|6|111.8|1186.9|163.7|।

51注：1、表中“组合剪力”已计入荷载分项系数，用于计算箍筋间距。2、表中广义剪跨比对应的“组合剪力”与“组合弯矩”已计入荷载分项系数，但未计重要性系数rO,用于计算斜截面水平投影长度。3、表中“斜筋承担剪力”、“竹箍筋承担剪力”已经计入重要性系数rO。4、主筋钢种HRB335,直径28nlm,抗拉设计强度280MPa,最小配筋率0.223%（编号JTGD62-2004规范9.1.12条），混凝土强度等级为C30。5、箍筋钢种HRB335,直径12mm,抗拉设计强度280MPa,最小配筋率0.12%（编号JTGD62-2004规范9.3.13条），箍筋3环6肢面积6.786cm2,斜筋弯角45。。6、60%截面剪力由混凝土和箍筋共同承担，40%截面剪力由斜筋承担。7、抗剪包络图剪力值右侧括号内数值为抗剪钢筋根数，无括号指不需配置抗剪筋，由碎箍筋承担即可。8、表中不配斜筋剪力值、截面限制剪力值未除以重要性系数r0=l.l。9、截面组合剪力小于“不配斜筋剪力值”时按构造要求配制箍筋，规范第5.2.10条。10、截面组合剪力大于“截面限制剪力值”时必须加大截面尺寸，规范第5.2.9条。II、箍筋配筋率不得小于0.12%。等高度梁内箍筋间距不得大于40cn）。箍筋直径不得小于8nun。已知箍筋间距计算斜筋根数表（表17）一不满足条件，不需要计算。纵向加载影响线计算结果1左孔计算跨径’左孔支距1右孔支距1右孔计算跨径112.6000.2000.20012.600加载方式1设计荷载1梁板号1车轴坐标1轴重1竖向值1横分系数1左支反力右支反力11辆双孔布载左偏车辆荷载15.350060.00000.42460.10712.730.001辆双孔布载左偏乍辆荷载18.9500140.00000.71030.107110.650.001辆双孔布我左偏车辆荷载110.1500140.00000.80560.08339.400.001辆双孔布载左偏车辆荷载116.1500200.00000.75000.10710.0016.071辆双孔布载左偏车辆荷载123.3500160.00000.17860.07650.002.19合计700.000022.78+18.25=41.031辆双孔布载左偏乍辆荷载25.350060.00000.42460.10122.580.001辆双孔布载左偏车辆荷载28.9500140.00000.71030.101210.070.001辆双孔布载左偏车辆荷载210.1500140.00000.80560.07878.880.001辆双孔布载左偏乍辆荷载216.1500200.00000.75000.10120.0015.191辆双孔布载左偏车辆荷我223.3500160.00000.17860.07230.002.07合计700.000021.53+17.25=38.781辆双孔布载左偏车辆荷载35.350060.00000.42460.09542.430.001辆双孔布载左偏车辆荷载38.9500140.00000.71030.09549.480.001辆双孔布载左偏车辆荷载310.1500140.00000.80560.07428.370.001辆双孔布我左偏车辆荷载316.1500200.00000.75000.09540.0014.311辆双孔布载左偏车辆荷载323.3500160.00000.17860.06810.001.95合计700.000020.28+16.25=36.531辆双孔布载左偏车辆荷载45.350060.00000.42460.08952.280.001辆双孔布载左偏乍辆荷载48.9500140.00000.71030.08958.900.001辆双孔布载左偏车辆荷载410.1500140.00000.80560.06967.850.001辆双孔布载左偏乍辆荷载416.1500200.00000.75000.08950.0013.421辆双孔布载左偏乍辆荷载423.3500160.00000.17860.06390.001.83合计700.000019.03+15.25=34.28

521辆双孔布载左偏车辆荷载58.000060.00000.63490.08363.190.00

531辆双孔布载左偏1辆双孔布载左偏1辆双孔布载左偏合计乍辆荷载车辆荷载车辆荷载55511.600012.800018.8000140.0000140.0000200.0000540.00000.92061.01590.53970.16990.21000.083621.9029.870.0054.95+0.000.009.039.03=63.971辆双孔布载左偏车辆荷载68.000060.00000.63490.07782.960.001辆双孔布载左偏乍辆荷载611.6000140.00000.92060.222628.690.001辆双孔布载左偏车辆荷载612.8000140.00001.01590.290041.240.001辆双孔布载左偏合计车辆荷载618.8000200.0000540.00000.53970.07780.0072.90+8.398.39=81.291辆双孔布载左偏车辆荷载78.000060.00000.63490.07192.740.001辆双孔布载左偏乍辆荷载711.6000140.00000.92060.357346.050.001辆双孔布载左偏车辆荷载712.8000140.00001.01590.490069.690.001辆双孔布载左偏合计车辆荷载718.8000200.0000540.00000.53970.07190.00118.47+7.767.76=126.231辆双孔布载左偏车辆荷载85.350060.00000.42460.06601.680.001辆双孔布载左偏车辆荷载88.9500140.00000.71030.06606.560.001辆双孔布载左偏车辆荷载810.1500140.00000.80560.05366.040.001辆双孔布载左偏乍辆荷载816.1500200.00000.75000.06600.009.901辆双孔布载左偏合计车辆荷载823.3500160.0000700.00000.17860.05000.0014.29+1.4311.33=25.621辆双孔布载左偏车辆荷载95.350060.00000.42460.06011.530.001辆双孔布载左偏车辆荷载98.9500140.00000.71030.06015.980.001辆双孔布载左偏车辆荷载910.1500140.00000.80560.04685.270.001辆双孔布载左偏乍辆荷载916.1500200.00000.75000.06010.009.021辆双孔布载左偏合计车辆荷载923.3500160.0000700.00000.17860.04300.0012.79+1.2310.25=23.031辆双孔布载左偏车辆荷载105.350060.00000.42460.05431.380.001辆双孔布载左偏车辆荷载108.9500140.00000.71030.05435.400.001辆双孔布载左偏乍辆荷载1010.1500140.00000.80560.04224.760.001辆双孔布载左偏车辆荷载1016.1500200.00000.75000.05430.008.141辆双孔布载左偏合计车辆荷载1023.3500160.0000700.00000.17860.03880.0011.54+1.119.25=20.791辆双孔布载左偏车辆荷载115.350060.00000.42460.04841.230.001辆双孔布载左偏乍辆荷载118.9500140.00000.71030.04844.810.001辆双孔布载左偏车辆荷载1110.1500140.00000.80560.03764.240.001辆双孔布载左偏车辆荷载1116.1500200.00000.75000.04840.007.261辆双孔布载左偏合计车辆荷载1123.3500160.0000700.00000.17860.03460.0010.29+0.998.25=18.541辆双孔布载左偏乍辆荷载125.350060.00000.42460.04251.080.001辆双孔布载左偏车辆荷载128.9500140.00000.71030.04254.230.001辆双孔布载左偏乍辆荷载1210.1500140.00000.80560.03313.730.001辆双孔布载左偏乍辆荷载1216.1500200.00000.75000.04250.006.381辆双孔布载左偏合计车辆荷载1223.3500160.0000700.00000.17860.03040.009.04+0.877.25=16.291辆双孔布载左偏车辆荷载135.350060.00000.42460.03660.930.001辆双孔布载左偏车辆荷载138.9500140.00000.71030.03663.640.001辆双孔布载左偏车辆荷载1310.1500140.00000.80560.02853.210.00

541辆双孔布载左偏1辆双孔布载左偏1辆双孔布裁左偏1辆双孔布裁左偏1辆双孔布载左偏合计车车车车车辆辆辆辆辆荷荷荷荷荷载载载载载155.350060.00000.42460.02490.630.00158.9500140.00000.71030.02492.480.001510.1500140.00000.80560.01942.180.001516.1500200.00000.75000.02490.003.741523.3500160.00000.17860.01780.000.51700.00005.29+4.24=9.541辆双孔布我左偏1辆双孔布载左偏合计乍辆荷载车辆荷载131316.150023.3500200.0000160.0000700.00000.75000.17860.03660.02620.000.007.79+5.500.6.7524=14.041辆双孔布载左偏车辆荷载145.350060.00000.42460.03080.780.001辆双孔布载左偏车辆荷载148.9500140.00000.71030.03083.060.001辆双孔布载左偏乍辆荷载1410.1500140.00000.80560.02392.700.001辆双孔布载左偏车辆荷载1416.1500200.00000.75000.03080.004.621辆双孔布载左偏车辆荷载1423.3500160.00000.17860.02200.000.63合计700.00006.54+5.24=11.791辆双孔布载左偏车辆荷载165.350060.00000.42460.01900.480.001辆双孔布我左偏车辆荷载168.9500140.00000.71030.01901.890.001辆双孔布载左偏乍辆荷载1610.1500140.00000.80560.01481.670.001辆双孔布载左偏车辆荷载1616.1500200.00000.75000.01900.002.851辆双孔布载左偏车辆荷载1623.3500160.00000.17860.01360.000.39合计700.00004.05+3.24=7.291辆双孔布载左偏车辆荷载175.350060.00000.42460.01320.340.001辆双孔布载左偏车辆荷载178.9500140.00000.71030.01321.310.001辆双孔布载左偏乍辆荷载1710.1500140.00000.80560.01021.150.001辆双孔布载左偏车辆荷载1716.1500200.00000.75000.01320.001.971辆双孔布载左偏车辆荷载1723.3500160.00000.17860.00940.000.27合计700.00002.80+2.24=5.041辆双孔布载左偏车辆荷载185.300060.00000.42060.00730.180.001辆双孔布载左偏乍辆荷载188.9000140.00000.70630.00730.720.001辆双孔布载左偏车辆荷载1810.1000140.00000.80160.00580.650.001辆双孔布载左偏车辆荷载1816.1000200.00000.75400.00720.001.081辆双孔布载左偏乍辆荷载1823.3000160.00000.18250.00530.000.16合计700.00001.55+1.24=2.791辆双孔布载左偏车辆荷载195.150060.00000.40870.00140.030.001辆双孔布载左偏车辆荷载198.7500140.00000.69440.00140.140.001辆双孔布载左偏车辆荷载199.9500140.00000.78970.00120.130.001辆双孔布载左偏车辆荷载1915.9500200.00000.76590.00130.000.201辆双孔布我左偏车辆荷载1923.1500160.00000.19440.00110.000.03合计700.00000.30+0.24=0.541辆双孔布载左偏车辆荷载200.00000.00000.00000.00000.000.00合计0.00000.00+0.00=0.001辆双孔布载左偏车辆荷载210.00000.00000.00000.00000.000.00合计0.00000.00+0.00=0.001辆双孔布载左偏车辆荷载220.00000.00000.00000.00000.000.00合计0.00000.00+0.00=0.00

552辆双孔布载左偏乍辆荷载15.350060.00000.42460.18484.710.002辆双孔布载左偏车辆荷载18.9500140.00000.71030.184818.380.002辆双孔布载左偏车辆荷载110.1500140.00000.80560.143816.210.002辆双孔布载左偏乍辆荷载116.1500200.00000.75000.18480.0027.722辆双孔布载左偏车辆荷载123.3500160.00000.17860.13200.003.77合计700.000039.30+31.50=70.802辆双孔布载左偏车辆荷载25.350060.00000.42460.17594.480.002辆双孔布载左偏车辆荷载28.9500140.00000.71030.175917.490.002辆双孔布载左偏乍辆荷载210.1500140.00000.80560.136815.430.002辆双孔布载左偏车辆荷载216.1500200.00000.75000.17590.0026.382辆双孔布载左偏车辆荷载223.3500160.00000.17860.12560.003.59合计700.000037.40+29.97=67.372辆双孔布载左偏车辆荷载35.350060.00000.42460.16694.250.002辆双孔布载左偏乍辆荷载38.9500140.00000.71030.166916.600.002辆双孔布载左偏车辆荷载310.1500140.00000.80560.129814.640.002辆双孔布我左偏车辆荷载316.1500200.00000.75000.16690.0025.042辆双孔布载左偏车辆荷载323.3500160.00000.17860.11920.003.41合计700.000035.50+28.45=63.942辆双孔布载左偏车辆荷载45.350060.00000.42460.15804.020.002辆双孔布载左偏车辆荷载48.9500140.00000.71030.158015.710.002辆双孔布载左偏车辆荷载410.1500140.00000.80560.122913.860.002辆双孔布载左偏车辆荷载416.1500200.00000.75000.15800.0023.702辆双孔布载左偏车辆荷载423.3500160.00000.17860.11280.003.22合计700.000033.59+26.92=60.522辆双孔布载左偏车辆荷载58.000060.00000.63490.14905.680.002辆双孔布载左偏车辆荷载511.6000140.00000.92060.190624.570.002辆双孔布载左偏车辆荷载512.8000140.00001.01590.210029.870.002辆双孔布载左偏车辆荷载518.8000200.00000.53970.14900.0016.09合计540.000060.12+16.09=76.202辆双孔布载左偏车辆荷载68.000060.00000.63490.14015.340.002辆双孔布载左偏车辆荷载611.6000140.00000.92060.242431.240.002辆双孔布载左偏乍辆荷载612.8000140.00001.01590.290041.240.002辆双孔布载左偏车辆荷载618.8000200.00000.53970.14010.0015.12合计540.000077.83+15.12=92.952辆双孔布载左偏车辆荷载78.000060.00000.63490.13125.000.002辆双孔布载左偏车辆荷载711.6000140.00000.92060.376148.470.002辆双孔布载左偏车辆荷载712.8000140.00001.01590.490069.690.002辆双孔布载左偏车辆荷载718.8000200.00000.53970.13120.0014.16合计540.0000123.16+14.16=137.312辆双孔布载左偏车辆荷载88.000060.00000.63490.12224.660.002辆双孔布载左偏乍辆荷载811.6000140.00000.92060.366447.230.002辆双孔布载左偏乍辆荷载812.8000140.00001.01590.480068.270.002辆双孔布载左偏车辆荷载818.8000200.00000.53970.12220.0013.19合计540.0000120.15+13.19=133.342辆双孔布载左偏车辆荷载98.000060.00000.63490.11334.320.002辆双孔布载左偏车辆荷载911.6000140.00000.92060.227129.270.002辆双孔布载左偏车辆荷载912.8000140.00001.01590.280039.820.00

562辆双孔布载左偏合计乍辆荷载918.8000200.0000540.00000.53970.11330.0073.40+12.2312.23=85.632辆双孔布载左偏乍辆荷载108.000060.00000.63490.10433.970.002辆双孔布载左偏车辆荷载1011.6000140.00000.92060.203826.260.002辆双孔布载左偏车辆荷载1012.8000140.00001.01590.250035.560.002辆双孔布载左偏乍辆荷载1018.8000200.00000.53970.10430.0011.26合计540.000065.79+11.26=77.052辆双孔布载左偏乍辆荷载115.350060.00000.42460.09542.430.002辆双孔布载左偏车辆荷载118.9500140.00000.71030.09549.490.002辆双孔布载左偏车辆荷载1110.1500140.00000.80560.07428.370.002辆双孔布载左偏乍辆荷载1116.1500200.00000.75000.09540.0014.312辆双孔布载左偏车辆荷载1123.3500160.00000.17860.06810.001.95合计700.000020.28+16.25=36.542辆双孔布载左偏车辆荷载125.350060.00000.42460.08642.200.002辆双孔布我左偏车辆荷载128.9500140.00000.71030.08648.600.002辆双孔布载左偏车辆荷载1210.1500140.00000.80560.06727.580.002辆双孔布载左偏车辆荷载1216.1500200.00000.75000.08640.0012.972辆双孔布载左偏乍辆荷载1223.3500160.00000.17860.06170.001.76合计700.000018.38+14.73=33.112辆双孔布载左偏车辆荷载135.350060.00000.42460.07751.970.002辆双孔布载左偏车辆荷载138.9500140.00000.71030.07757.710.002辆双孔布载左偏车辆荷载1310.1500140.00000.80560.06036.800.002辆双孔布载左偏车辆荷载1316.1500200.00000.75000.07750.0011.622辆双孔布载左偏乍辆荷载1323.3500160.00000.17860.05540.001.58合计700.000016.48+13.21=29.682辆双孔布载左偏车辆荷载145.350060.00000.42460.06851.750.002辆双孔布载左偏车辆荷载148.9500140.00000.71030.06856.820.002辆双孔布载左偏车辆荷载1410.1500140.00000.80560.05336.010.002辆双孔布载左偏乍辆荷载1416.1500200.00000.75000.06850.0010.282辆双孔布载左偏车辆荷载1423.3500160.00000.17860.04900.001.40合计700.000014.58+11.68=26.262辆双孔布载左偏车辆荷载155.350060.00000.42460.05961.520.002辆双孔布载左偏乍辆荷载158.9500140.00000.71030.05965.930.002辆双孔布载左偏乍辆荷载1510.1500140.00000.80560.04645.230.002辆双孔布载左偏车辆荷载1516.1500200.00000.75000.05960.008.942辆双孔布载左偏车辆荷载1523.3500160.00000.17860.04260.001.22合计700.000012.67+10.16=22.832辆双孔布载左偏车辆荷载165.350060.00000.42460.05071.290.002辆双孔布载左偏乍辆荷载168.9500140.00000.71030.05075.040.002辆双孔布载左偏车辆荷载1610.1500140.00000.80560.03944.440.002辆双孔布载左偏乍辆荷载1616.1500200.00000.75000.05070.007.602辆双孔布载左偏乍辆荷载1623.3500160.00000.17860.03620.001.03合计700.000010.77+8.63=19.412辆双孔布载左偏乍辆荷载175.350060.00000.42460.04171.060.002辆双孔布载左偏车辆荷载178.9500140.00000.71030.04174.150.002辆双孔布载左偏车辆荷载1710.1500140.00000.80560.03243.660.002辆双孔布载左偏车辆荷载1716.1500200.00000.75000.04170.006.26

572辆双孔布载左偏合计乍辆荷载1723.3500160.0000700.00000.17860.02980.008.87+0.857.11=15.982辆双孔布载左偏乍辆荷载185.350060.00000.42460.03280.830.002辆双孔布载左偏车辆荷载188.9500140.00000.71030.03283.260.002辆双孔布载左偏车辆荷载1810.1500140.00000.80560.02552.870.002辆双孔布载左偏乍辆荷载1816.1500200.00000.75000.03280.004.922辆双孔布载左偏车辆荷载1823.3500160.00000.17860.02340.000.67合计700.00006.97+5.58=12.552辆双孔布载左偏车辆荷载195.350060.00000.42460.02380.610.002辆双孔布载左偏车辆荷载198.9500140.00000.71030.02382.370.002辆双孔布载左偏乍辆荷载1910.1500140.00000.80560.01852.090.002辆双孔布载左偏车辆荷载1916.1500200.00000.75000.02380.003.572辆双孔布载左偏车辆荷载1923.3500160.00000.17860.01700.000.49合计700.00005.07+4.06=9.132辆双孔布载左偏车辆荷载205.350060.00000.42460.01490.380.002辆双孔布载左偏车辆荷载208.9500140.00000.71030.01491.480.002辆双孔布载左偏车辆荷载2010.1500140.00000.80560.01161.310.002辆双孔布载左偏乍辆荷载2016.1500200.00000.75000.01490.002.232辆双孔布载左偏车辆荷载2023.3500160.00000.17860.01060.000.30合计700.00003.16+2.54=5.702辆双孔布载左偏车辆荷载215.350060.00000.42460.00590.150.002辆双孔布教左偏车辆荷载218.9500140.00000.71030.00590.590.002辆双孔布载左偏车辆荷载2110.1500140.00000.80560.00460.520.002辆双孔布载左偏乍辆荷载2116.1500200.00000.75000.00590.000.892辆双孔布载左偏车辆荷载2123.3500160.00000.17860.00420.000.12合计700.00001.26+1.01=2.282辆双孔布载左偏车辆荷载220.00000.00000.00000.00000.000.00合计0.00000.00+0.00=0.003辆双孔布载左偏车辆荷载15.350060.00000.42460.18654.750.003辆双孔布载左偏车辆荷载18.9500140.00000.71030.186518.550.003辆双孔布载左偏乍辆荷载110.1500140.00000.80560.145116.360.003辆双孔布载左偏车辆荷载116.1500200.00000.75000.18650.0027.973辆双孔布载左偏乍辆荷载123.3500160.00000.17860.13320.003.81合计700.000039.66+31.78=71.443辆双孔布载左偏车辆荷载25.350060.00000.42460.17914.560.003辆双孔布载左偏车辆荷载28.9500140.00000.71030.179117.810.003辆双孔布载左偏车辆荷载210.1500140.00000.80560.139315.710.003辆双孔布载左偏车辆荷载216.1500200.00000.75000.17910.0026.873辆双孔布载左偏乍辆荷载223.3500160.00000.17860.12790.003.66合计700.000038.09+30.52=68.613辆双孔布载左偏车辆荷载35.350060.00000.42460.17184.380.003辆双孔布载左偏车辆荷载38.9500140.00000.71030.171817.080.003辆双孔布载左偏乍辆荷载310.1500140.00000.80560.133615.070.003辆双孔布载左偏乍辆荷载316.1500200.00000.75000.17180.0025.763辆双孔布载左偏车辆荷载323.3500160.00000.17860.12270.003.51合计700.000036.52+29.27=65.79

583辆双孔布载左偏乍辆荷载45.350060.00000.42460.16444.190.003辆双孔布载左偏车辆荷载48.9500140.00000.71030.164416.350.003辆双孔布载左偏车辆荷载410.1500140.00000.80560.127914.420.003辆双孔布载左偏乍辆荷载416.1500200.00000.75000.16440.0024.663辆双孔布载左偏车辆荷载423.3500160.00000.17860.11740.003.35合计700.000034.95+28.01=62.973辆双孔布载左偏车辆荷载52.000060.00000.15870.16101.530.003辆双孔布载左偏车辆荷载55.6000140.00000.44440.15709.770.003辆双孔布载左偏乍辆荷载56.8000140.00000.53970.157011.860.003辆双孔布载左偏车辆荷载512.8000200.00001.01590.16800.0034.133辆双孔布载左偏车辆荷载520.0000160.00000.44440.15700.0011.17合计700.000023.17+45.30=68.463辆双孔布载左偏车辆荷载68.000060.00000.63490.14965.700.003辆双孔布载左偏乍辆荷载611.6000140.00000.92060.205926.530.003辆双孔布载左偏车辆荷载612.8000140.00001.01590.232033.000.003辆双孔布载左偏车辆荷载618.8000200.00000.53970.14960.0016.15合计540.000065.23+16.15=81.383辆双孔布载左偏乍辆荷载78.000060.00000.63490.14235.420.003辆双孔布载左偏车辆荷载711.6000140.00000.92060.312740.310.003辆双孔布载左偏车辆荷载712.8000140.00001.01590.392055.750.003辆双孔布载左偏车辆荷载718.8000200.00000.53970.14230.0015.36合计540.0000101.48+15.36=116.833辆双孔布载左偏车辆荷载88.000060.00000.63490.13495.140.003辆双孔布载左偏乍辆荷载811.6000140.00000.92060.304939.300.003辆双孔布载左偏车辆荷载812.8000140.00001.01590.384054.610.003辆双孔布载左偏车辆荷载818.8000200.00000.53970.13490.0014.56合计540.000099.05+14.56=113.613辆双孔布载左偏车辆荷载98.000060.00000.63490.12754.860.003辆双孔布载左偏乍辆荷载911.6000140.00000.92060.193424.920.003辆双孔布载左偏车辆荷载912.8000140.00001.01590.224031.860.003辆双孔布载左偏车辆荷载918.8000200.00000.53970.12750.0013.76合计540.000061.64+13.76=75.403辆双孔布载左偏车辆荷载108.000060.00000.63490.12014.580.003辆双孔布载左偏乍辆荷载1011.6000140.00000.92060.300238.700.003辆双孔布载左偏车辆荷载1012.8000140.00001.01590.384054.610.003辆双孔布载左偏车辆荷载1018.8000200.00000.53970.12010.0012.97合计540.000097.89+12.97=110.863辆双孔布载左偏车辆荷载118.000060.00000.63490.11284.300.003辆双孔布载左偏乍辆荷载1111.6000140.00000.92060.188724.320.003辆双孔布载左偏车辆荷载1112.8000140.00001.01590.224031.860.003辆双孔布载左偏乍辆荷载1118.8000200.00000.53970.11280.0012.17合计540.000060.47+12.17=72.653辆双孔布载左偏乍辆荷载128.000060.00000.63490.10544.020.003辆双孔布载左偏乍辆荷载1211.6000140.00000.92060.301038.800.003辆双孔布载左偏车辆荷载1212.8000140.00001.01590.392055.750.003辆双孔布载左偏车辆荷载1218.8000200.00000.53970.10540.0011.38合计540.000098.56+11.38=109.94

593辆双孔布载左偏车辆荷载135.350060.00000.42460.09802.500.003辆双孔布载左偏车辆荷载138.9500140.00000.71030.09809.750.003辆双孔布载左偏乍辆荷载1310.1500140.00000.80560.07628.600.003辆双孔布载左偏车辆荷载1316.1500200.00000.75000.09800.0014.703辆双孔布载左偏车辆荷载1323.3500160.00000.17860.07000.002.00合计700.000020.85+16.71=37.553辆双孔布载左偏车辆荷载145.350060.00000.42460.09072.310.003辆双孔布载左偏乍辆荷载148.9500140.00000.71030.09079.020.003辆双孔布载左偏车辆荷载1410.1500140.00000.80560.07057.950.003辆双孔布载左偏车辆荷载1416.1500200.00000.75000.09070.0013.603辆双孔布载左偏乍辆荷载1423.3500160.00000.17860.06480.001.85合计700.000019.28+15.45=34.733辆双孔布载左偏车辆荷载155.350060.00000.42460.08332.120.003辆双孔布载左偏车辆荷载158.9500140.00000.71030.08338.280.003辆双孔布载左偏车辆荷载1510.1500140.00000.80560.06487.310.003辆双孔布载左偏车辆荷载1516.1500200.00000.75000.08330.0012.493辆双孔布载左偏车辆荷载1523.3500160.00000.17860.05950.001.70合计700.000017.71+14.19=31.903辆双孔布载左偏车辆荷载165.350060.00000.42460.07591.930.003辆双孔布载左偏车辆荷载168.9500140.00000.71030.07597.550.003辆双孔布载左偏车辆荷载1610.1500140.00000.80560.05906.660.003辆双孔布载左偏车辆荷载1616.1500200.00000.75000.07590.0011.393辆双孔布载左偏车辆荷载1623.3500160.00000.17860.05420.001.55合计700.000016.14+12.94=29.083辆双孔布载左偏车辆荷载175.350060.00000.42460.06851.750.003辆双孔布载左偏车辆荷载178.9500140.00000.71030.06856.820.003辆双孔布载左偏车辆荷载1710.1500140.00000.80560.05336.010.003辆双孔布载左偏车辆荷载1716.1500200.00000.75000.06850.0010.283辆双孔布载左偏乍辆荷载1723.3500160.00000.17860.04900.001.40合计700.000014.58+11.68=26.263辆双孔布载左偏车辆荷载185.350060.00000.42460.06121.560.003辆双孔布载左偏车辆荷载188.9500140.00000.71030.06126.080.003辆双孔布载左偏乍辆荷载1810.1500140.00000.80560.04765.370.003辆双孔布载左偏乍辆荷载1816.1500200.00000.75000.06120.009.183辆双孔布载左偏车辆荷载1823.3500160.00000.17860.04370.001.25合计700.000013.01+10.42=23.433辆双孔布我左偏车辆荷载195.350060.00000.42460.05381.370.003辆双孔布载左偏车辆荷载198.9500140.00000.71030.05385.350.003辆双孔布载左偏乍辆荷载1910.1500140.00000.80560.04184.720.003辆双孔布载左偏车辆荷载1916.1500200.00000.75000.05380.008.073辆双孔布载左偏乍辆荷载1923.3500160.00000.17860.03840.001.10合计700.000011.44+9.17=20.613辆双孔布载左偏乍辆荷载205.350060.00000.42460.04641.180.003辆双孔布载左偏乍辆荷载208.9500140.00000.71030.04644.620.003辆双孔布载左偏车辆荷载2010.1500140.00000.80560.03614.070.003辆双孔布载左偏车辆荷载2016.1500200.00000.75000.04640.006.963辆双孔布载左偏车辆荷载2023.3500160.00000.17860.03320.000.95

60合计700.00009.87+7.91=17.783辆双孔布载左偏车辆荷载215.350060.00000.42460.03910.990.003辆双孔布载左偏乍辆荷载218.9500140.00000.71030.03913.880.003辆双孔布载左偏车辆荷载2110.1500140.00000.80560.03043.430.003辆双孔布载左偏车辆荷载2116.1500200.00000.75000.03910.005.863辆双孔布载左偏乍辆荷载2123.3500160.00000.17860.02790.000.80合计700.00008.30+6.66=14.963辆双孔布载左偏乍辆荷载225.350060.00000.42460.03170.810.003辆双孔布载左偏车辆荷载228.9500140.00000.71030.03173.150.003辆双孔布载左偏车辆荷载2210.1500140.00000.80560.02462.780.003辆双孔布载左偏乍辆荷载2216.1500200.00000.75000.03170.004.753辆双孔布载左偏车辆荷载2223.3500160.00000.17860.02260.000.65合计700.00006.74+5.40=12.144辆双孔布载左偏车辆荷载15.350060.00000.42460.16894.300.004辆双孔布载左偏车辆荷载18.9500140.00000.71030.168916.790.004辆双孔布载左偏车辆荷载110.1500140.00000.80560.131314.810.004辆双孔布我左偏车辆荷载116.1500200.00000.75000.16890.0025.334辆双孔布载左偏乍辆荷载123.3500160.00000.17860.12060.003.45合计700.000035.90+28.77=64.684辆双孔布载左偏车辆荷载25.350060.00000.42460.16444.190.004辆双孔布载左偏车辆荷载28.9500140.00000.71030.164416.350.004辆双孔布载左偏车辆荷载210.1500140.00000.80560.127814.420.004辆双孔布载左偏车辆荷载216.1500200.00000.75000.16440.0024.664辆双孔布载左偏乍辆荷载223.3500160.00000.17860.11740.003.35合计700.000034.95+28.01=62.964辆双孔布载左偏车辆荷载35.350060.00000.42460.15994.070.004辆双孔布载左偏车辆荷载38.9500140.00000.71030.159915.900.004辆双孔布载左偏车辆荷载310.1500140.00000.80560.124414.030.004辆双孔布载左偏乍辆荷载316.1500200.00000.75000.15990.0023.984辆双孔布载左偏车辆荷载323.3500160.00000.17860.11420.003.26合计700.000034.00+27.25=61.254辆双孔布载左偏车辆荷载■15.350060.00000.42460.15543.960.004辆双孔布载左偏乍辆荷载48.9500140.00000.71030.155415.450.004辆双孔布载左偏乍辆荷载410.1500140.00000.80560.120913.630.004辆双孔布载左偏车辆荷载416.1500200.00000.75000.15540.0023.314辆双孔布载左偏车辆荷载423.3500160.00000.17860.11100.003.17合计700.000033.05+26.48=59.534辆双孔布载左偏车辆荷载54.650060.00000.36900.15093.340.004辆双孔布载左偏乍辆荷载58.2500140.00000.65480.150913.840.004辆双孔布载左偏车辆荷载59.4500140.00000.75000.150915.850.004辆双孔布载左偏乍辆荷载515.4500200.00000.80560.14870.0023.954辆双孔布载左偏乍辆荷载522.6500160.00000.23410.15030.005.63合计700.000033.03+29.58=62.614辆双孔布载左偏乍辆荷载68.000060.00000.63490.14655.580.004辆双孔布载左偏车辆荷载611.6000140.00000.92060.179123.090.004辆双孔布载左偏车辆荷载612.8000140.00001.01590.194327.630.004辆双孔布载左偏车辆荷载618.8000200.00000.53970.14650.0015.81

61合计540.000056.30+15.81=72.114辆双孔布载左偏车辆荷载78.000060.00000.63490.14205.410.004辆双孔布载左偏乍辆荷载711.6000140.00000.92060.269134.690.004辆双孔布载左偏车辆荷载712.8000140.00001.01590.328346.690.004辆双孔布载左偏车辆荷载718.8000200.00000.53970.14200.0015.32合计540.000086.79+15.32=102.114辆双孔布载左偏车辆荷载88.000060.00000.63490.13755.240.004辆双孔布载左偏乍辆荷载811.6000140.00000.92060.263233.920.004辆双孔布载左偏车辆荷载812.8000140.00001.01590.321645.740.004辆双孔布载左偏车辆荷载818.8000200.00000.53970.13750.0014.84合计540.000084.89+14.84=99.744辆双孔布载左偏车辆荷载98.000060.00000.63490.13305.070.004辆双孔布载左偏乍辆荷载911.6000140.00000.92060.170321.950.004辆双孔布载左偏车辆荷载912.8000140.00001.01590.187626.680.004辆双孔布载左偏车辆荷载918.8000200.00000.53970.13300.0014.36合计540.000053.69+14.36=68.054辆双孔布载左偏乍辆荷载108.000060.00000.63490.12854.900.004辆双孔布载左偏车辆荷载1011.6000140.00000.92060.260333.550.004辆双孔布载左偏车辆荷载1012.8000140.00001.01590.321645.740.004辆双孔布载左偏车辆荷载1018.8000200.00000.53970.12850.0013.87合计540.000084.19+13.87=98.064辆双孔布载左偏车辆荷载118.000060.00000.63490.12414.730.004辆双孔布载左偏乍辆荷载1111.6000140.00000.92060.167421.580.004辆双孔布载左偏车辆荷载1112.8000140.00001.01590.187626.680.004辆双孔布载左偏车辆荷载1118.8000200.00000.53970.12410.0013.39合计540.000052.99+13.39=66.384辆双孔布载左偏车辆荷载128.000060.00000.63490.11964.560.004辆双孔布载左偏乍辆荷载1211.6000140.00000.92060.262033.770.004辆双孔布载左偏车辆荷载1212.8000140.00001.01590.328346.690.004辆双孔布载左偏车辆荷载1218.8000200.00000.53970.11960.0012.91合计540.000085.02+12.91=97.934辆双孔布载左偏车辆荷载138.000060.00000.63490.11514.380.004辆双孔布载左偏乍辆荷载1311.6000140.00000.92060.260633.590.004辆双孔布载左偏车辆荷载1312.8000140.00001.01590.328346.690.004辆双孔布载左偏车辆荷载1318.8000200.00000.53970.11510.0012.42合计540.000084.67+12.42=97.094辆双孔布载左偏车辆荷载148.000060.00000.63490.11064.210.004辆双孔布载左偏乍辆荷载1411.6000140.00000.92060.163221.030.004辆双孔布载左偏车辆荷载1412.8000140.00001.01590.187626.680.004辆双孔布载左偏乍辆荷载1418.8000200.00000.53970.11060.0011.94合计540.000051.92+11.94=63.864辆双孔布载左偏乍辆荷载158.000060.00000.63490.10614.040.004辆双孔布载左偏乍辆荷载1511.6000140.00000.92060.138917.900.004辆双孔布载左偏车辆荷载1512.8000140.00001.01590.154121.920.004辆双孔布载左偏车辆荷载1518.8000200.00000.53970.10610.0011.46合计540.000043.86+11.46=55.32

624辆双孔布载左偏车辆荷载165.350060.00000.42460.10172.590.004辆双孔布载左偏车辆荷载168.9500140.00000.71030.101710.110.004辆双孔布载左偏乍辆荷载1610.1500140.00000.80560.07918.920.004辆双孔布载左偏车辆荷载1616.1500200.00000.75000.10170.0015.254辆双孔布载左偏车辆荷载1623.3500160.00000.17860.07260.002.07合计700.000021.62+17.32=38.944辆双孔布载左偏车辆荷载175.350060.00000.42460.09722.480.004辆双孔布载左偏乍辆荷载178.9500140.00000.71030.09729.660.004辆双孔布载左偏车辆荷载1710.1500140.00000.80560.07568.520.004辆双孔布载左偏车辆荷载1716.1500200.00000.75000.09720.0014.584辆双孔布载左偏乍辆荷载1723.3500160.00000.17860.06940.001.98合计700.000020.66+16.56=37.234辆双孔布载左偏车辆荷载185.350060.00000.42460.09272.360.004辆双孔布载左偏车辆荷载188.9500140.00000.71030.09279.220.004辆双孔布载左偏车辆荷载1810.1500140.00000.80560.07218.130.004辆双孔布载左偏车辆荷载1816.1500200.00000.75000.09270.0013.914辆双孔布我左偏车辆荷载1823.3500160.00000.17860.06620.001.89合计700.000019.71+15.80=35.514辆双孔布载左偏车辆荷载195.350060.00000.42460.08822.250.004辆双孔布载左偏车辆荷载198.9500140.00000.71030.08828.770.004辆双孔布载左偏车辆荷载1910.1500140.00000.80560.06867.740.004辆双孔布载左偏车辆荷载1916.1500200.00000.75000.08820.0013.234辆双孔布载左偏车辆荷载1923.3500160.00000.17860.06300.001.80合计700.000018.76+15.03=33.794辆双孔布载左偏车辆荷载205.350060.00000.42460.08372.130.004辆双孔布载左偏车辆荷载208.9500140.00000.71030.08378.330.004辆双孔布载左偏车辆荷载2010.1500140.00000.80560.06517.350.004辆双孔布载左偏车辆荷载2016.1500200.00000.75000.08370.0012.564辆双孔布载左偏乍辆荷载2023.3500160.00000.17860.05980.001.71合计700.000017.81+14.27=32.084辆双孔布载左偏车辆荷载215.350060.00000.42460.07932.020.004辆双孔布载左偏车辆荷载218.9500140.00000.71030.07937.880.004辆双孔布载左偏乍辆荷载2110.1500140.00000.80560.06176.950.004辆双孔布载左偏乍辆荷载2116.1500200.00000.75000.07930.0011.894辆双孔布载左偏车辆荷载2123.3500160.00000.17860.05660.001.62合计700.000016.85+13.51=30.364辆双孔布载左偏车辆荷载225.350060.00000.42460.07481.910.004辆双孔布载左偏车辆荷载228.9500140.00000.71030.07487.440.004辆双孔布载左偏乍辆荷载2210.1500140.00000.80560.05826.560.004辆双孔布载左偏车辆荷载2216.1500200.00000.75000.07480.0011.224辆双孔布载左偏乍辆荷载2223.3500160.00000.17860.05340.001.53合计700.000015.90+12.74=28.651辆双孔布载右偏乍辆荷载10.00000.00000.00000.00000.000.00合计0.00000.00+0.00=0.001辆双孔布载右偏车辆荷载20.00000.00000.00000.00000.000.00合计0.00000.00+0.00=0.00

631辆双孔布载右偏合计车辆荷载30.00000.00000.00000.00000.00000.000.00+0.000.00=0.001辆双孔布载右偏车辆荷载45.150060.00000.40870.00140.030.001辆双孔布载右偏车辆荷载48.7500140.00000.69440.00140.140.001辆双孔布载右偏乍辆荷载49.9500140.00000.78970.00120.130.001辆双孔布载右偏车辆荷载415.9500200.00000.76590.00130.000.201辆双孔布载右偏车辆荷载423.1500160.00000.19440.00110.000.03合计700.00000.30+0.24=0.541辆双孔布载右偏1辆双孔布载右偏1辆双孔布载右偏1辆双孔布载右偏1辆双孔布载右偏合计车车车车车辆辆辆辆辆荷荷荷荷荷载载载载载55.300060.00000.42060.00730.180.0058.9000140.00000.70630.00730.720.00510.1000140.00000.80160.00580.650.00516.1000200.00000.75400.00720.001.08523.3000160.00000.18250.00530.000.16700.00001.55+1.24=2.791辆双孔布载右偏车辆荷载65.350060.00000.42460.01320.340.001辆双孔布载右偏车辆荷载68.9500140.00000.71030.01321.310.001辆双孔布载右偏乍辆荷载610.1500140.00000.80560.01021.150.001辆双孔布我右偏车辆荷载616.1500200.00000.75000.01320.001.971辆双孔布载右偏车辆荷载623.3500160.00000.17860.00940.000.27合计700.00002.80+2.24=5.041辆双孔布载右偏车辆荷载75.35001辆双孔布载右偏车辆荷载78.95001辆双孔布载右偏乍辆荷载710.15001辆双孔布载右偏车辆荷载716.15001辆双孔布我右偏车辆荷载723.3500合计60.00000.42460.01900.480.00140.00000.71030.01901.890.00140.00000.80560.01481.670.00200.00000.75000.01900.002.85160.00000.17860.01360.000.39700.00004.05+3.24=1辆双孔布载右偏车辆荷载85.350060.00000.42460.02490.630.001辆双孔布载右偏乍辆荷载88.9500140.00000.71030.02492.480.001辆双孔布载右偏车辆荷载810.1500140.00000.80560.01942.180.001辆双孔布我右偏车辆荷载816.1500200.00000.75000.02490.003.741辆双孔布载右偏乍辆荷载823.3500160.00000.17860.01780.000.51合计700.00005.29+4.24=9.547.291辆双孔布载右偏乍辆荷载95.350060.00000.42460.03080.780.001辆双孔布载右偏车辆荷载98.9500140.00000.71030.03083.060.001辆双孔布载右偏车辆荷载910.1500140.00000.80560.02392.700.001辆双孔布载右偏车辆荷载916.1500200.00000.75000.03080.004,621辆双孔布载右偏车辆荷载923.3500160.00000.17860.02200.000.63合计700.00006.54+5.24=11.791辆双孔布载右偏车辆荷载105.350060.00000.42460.03660.930.001辆双孔布载右偏乍辆荷载108.9500140.00000.71030.03663.640.001辆双孔布载右偏乍辆荷载1010.1500140.00000.80560.02853.210.001辆双孔布载右偏车辆荷载1016.1500200.00000.75000.03660.005.501辆双孔布载右偏乍辆荷载1023.3500160.00000.17860.02620.000.75合计700.00007.79+6.24=14.041辆双孔布载右偏车辆荷载115.350060.00000.42460.04251.080.001辆双孔布载右偏车辆荷载118,9500140.00000.71030.04254.230.00

641辆双孔布载右偏乍辆荷载1110.1500140.00000.80560.03313.730.001辆双孔布载右偏车辆荷载1116.1500200.00000.75000.04250.006.381辆双孔布载右偏车辆荷载1123.3500160.00000.17860.03040.000.87合计700.00009.04+7.25=16.291辆双孔布载右偏车辆荷载125.350060.00000.42460.04841.230.001辆双孔布载右偏乍辆荷载128.9500140.00000.71030.04844.810.001辆双孔布载右偏车辆荷载1210.1500140.00000.80560.03764.240.001辆双孔布载右偏车辆荷载1216.1500200.00000.75000.04840.007.261辆双孔布载右偏乍辆荷载1223.3500160.00000.17860.03460.000.99合计700.000010.29+8.25=18.541辆双孔布载右偏车辆荷载135.350060.00000.42460.05431.380.001辆双孔布载右偏车辆荷载138.9500140.00000.71030.05435.400.001辆双孔布载右偏车辆荷载1310.1500140.00000.80560.04224.760.001辆双孔布载方偏乍辆荷载1316.1500200.00000.75000.05430.008.141辆双孔布载右偏车辆荷载1323.3500160.00000.17860.03880.001.11合计700.000011.54+9.25=20.791辆双孔布载右偏车辆荷载145.350060.00000.42460.06011.530.001辆双孔布载右偏乍辆荷载148.9500140.00000.71030.06015.980.001辆双孔布载右偏车辆荷载1410.1500140.00000.80560.04685.270.001辆双孔布载右偏车辆荷载1416.1500200.00000.75000.06010.009.021辆双孔布载右偏车辆荷载1423.3500160.00000.17860.04300.001.23合计700.000012.79+10.25=23.031辆双孔布载右偏车辆荷载155.350060.00000.42460.06601.680.001辆双孔布载右偏乍辆荷载158.9500140.00000.71030.06606.560.001辆双孔布载右偏车辆荷载1510.1500140.00000.80560.05366.040.001辆双孔布载右偏车辆荷载1516.1500200.00000.75000.06600.009.901辆双孔布载右偏车辆荷载1523.3500160.00000.17860.05000.001.43合计700.000014.29+11.33=25.621辆双孔布载右偏乍辆荷载168.000060.00000.63490.07192.740.001辆双孔布载右偏车辆荷载1611.6000140.00000.92060.357346.050.001辆双孔布载右偏车辆荷载1612.8000140.00001.01590.490069.690.001辆双孔布载右偏乍辆荷载1618.8000200.00000.53970.07190.007.76合计540.0000118.47+7.76=126.231辆双孔布载右偏车辆荷载178.000060.00000.63490.07782.960.001辆双孔布载右偏车辆荷载1711.6000140.00000.92060.222628.690.001辆双孔布载右偏车辆荷载1712.8000140.00001.01590.290041.240.001辆双孔布载右偏车辆荷载1718.8000200.00000.53970.07780.008.39合计540.000072.90+8.39=81.291辆双孔布载右偏乍辆荷载188.000060.00000.63490.08363.190.001辆双孔布载右偏车辆荷载1811.6000140.00000.92060.169921.900.001辆双孔布载右偏乍辆荷载1812.8000140.00001.01590.210029.870.001辆双孔布载右偏乍辆荷载1818.8000200.00000.53970.08360.009.03合计540.000054.95+9.03=63.971辆双孔布载右偏乍辆荷载195.350060.00000.42460.08952.280.001辆双孔布载右偏车辆荷载198.9500140.00000.71030.08958.900.001辆双孔布载右偏车辆荷载1910.1500140.00000.80560.06967.850.001辆双孔布载右偏车辆荷载1916.1500200.00000.75000.08950.0013.42

651辆双孔布载右偏合计乍辆荷载1923.3500160.0000700.00000.17860.06390.0019.03+1.8315.25=34.281辆双孔布载右偏乍辆荷载205.350060.00000.42460.09542.430.001辆双孔布载右偏车辆荷载208.9500140.00000.71030.09549.480.001辆双孔布载右偏车辆荷载2010.1500140.00000.80560.07428.370.001辆双孔布载右偏乍辆荷载2016.1500200.00000.75000.09540.0014.311辆双孔布载右偏车辆荷载2023.3500160.00000.17860.06810.001.95合计700.000020.28+16.25=36.531辆双孔布载右偏车辆荷载215.350060.00000.42460.10122.580.001辆双孔布载右偏车辆荷载218.9500140.00000.71030.101210.070.001辆双孔布载右偏乍辆荷载2110.1500140.00000.80560.07878.880.001辆双孔布载右偏车辆荷载2116.1500200.00000.75000.10120.0015.191辆双孔布载右偏车辆荷载2123.3500160.00000.17860.07230.002.07合计700.000021.53+17.25=38.781辆双孔布载右偏车辆荷载225.350060.00000.42460.10712.730.001辆双孔布载右偏车辆荷载228.9500140.00000.71030.107110.650.001辆双孔布载右偏车辆荷载2210.1500140.00000.80560.08339.400.001辆双孔布载右偏乍辆荷载2216.1500200.00000.75000.10710.0016.071辆双孔布载右偏车辆荷载2223.3500160.00000.17860.07650.002.19合计700.000022.78+18.25=41.032辆双孔布载右偏车辆荷载10.00000.00000.00000.00000.000.00合计0.00000.00+0.00=0.002辆双孔布载右偏乍辆荷载25.350060.00000.42460.00590.150.002辆双孔布载右偏车辆荷载28.9500140.00000.71030.00590.590.002辆双孔布载右偏车辆荷载210.1500140.00000.80560.00460.520.002辆双孔布载右偏车辆荷载216.1500200.00000.75000.00590.000.892辆双孔布载右偏车辆荷载223.3500160.00000.17860.00420.000.12合计700.00001.26+1.01=2.282辆双孔布载右偏车辆荷载35.350060.00000.42460.01490.380.002辆双孔布载右偏车辆荷载38.9500140.00000.71030.01491.480.002辆双孔布载右偏乍辆荷载310.1500140.00000.80560.01161.310.002辆双孔布载右偏车辆荷载316.1500200.00000.75000.01490.002.232辆双孔布载右偏乍辆荷载323.3500160.00000.17860.01060.000.30合计700.00003.16+2.54=5.702辆双孔布载右偏车辆荷载45.350060.00000.42460.02380.610.002辆双孔布载右偏车辆荷载48.9500140.00000.71030.02382.370.002辆双孔布载右偏车辆荷载410.1500140.00000.80560.01852.090.002辆双孔布载右偏车辆荷载416.1500200.00000.75000.02380.003.572辆双孔布载右偏乍辆荷载423.3500160.00000.17860.01700.000.49合计700.00005.07+4.06=9.132辆双孔布载右偏车辆荷载55.350060.00000.42460.03280.830.002辆双孔布载右偏车辆荷载58.9500140.00000.71030.03283.260.002辆双孔布载右偏乍辆荷载510.1500140.00000.80560.02552.870.002辆双孔布载右偏乍辆荷载516.1500200.00000.75000.03280.004.922辆双孔布载右偏车辆荷载523.3500160.00000.17860.02340.000.67合计700.00006.97+5.58=12.55

662辆双孔布载右偏乍辆荷载65.350060.00000.42460.04171.060.002辆双孔布载右偏车辆荷载68.9500140.00000.71030.04174.150.002辆双孔布载右偏车辆荷载610.1500140.00000.80560.03243.660.002辆双孔布载右偏乍辆荷载616.1500200.00000.75000.04170.006.262辆双孔布载右偏车辆荷载623.3500160.00000.17860.02980.000.85合计700.00008.87+7.11=15.982辆双孔布载右偏车辆荷载75.350060.00000.42460.05071.290.002辆双孔布载右偏车辆荷载78.9500140.00000.71030.05075.040.002辆双孔布载右偏乍辆荷载710.1500140.00000.80560.03944.440.002辆双孔布载右偏车辆荷载716.1500200.00000.75000.05070.007.602辆双孔布载右偏车辆荷载723.3500160.00000.17860.03620.001.03合计700.000010.77+8.63=19.412辆双孔布载右偏车辆荷载85.350060.00000.42460.05961.520.002辆双孔布载右偏乍辆荷载88.9500140.00000.71030.05965.930.002辆双孔布载右偏车辆荷载810.1500140.00000.80560.04645.230.002辆双孔布载右偏车辆荷载816.1500200.00000.75000.05960.008.942辆双孔布载右偏车辆荷载823.3500160.00000.17860.04260.001.22合计700.000012.67+10.16=22.832辆双孔布载右偏车辆荷载95.350060.00000.42460.06851.750.002辆双孔布载右偏车辆荷载98.9500140.00000.71030.06856.820.002辆双孔布载右偏车辆荷载910.1500140.00000.80560.05336.010.002辆双孔布载右偏车辆荷载916.1500200.00000.75000.06850.0010.282辆双孔布载右偏车辆荷载923.3500160.00000.17860.04900.001.40合计700.000014.58+11.68=26.262辆双孔布载右偏车辆荷载105.350060.00000.42460.07751.970.002辆双孔布载右偏车辆荷载108.9500140.00000.71030.07757.710.002辆双孔布载右偏车辆荷载1010.1500140.00000.80560.06036.800.002辆双孔布载右偏车辆荷载1016.1500200.00000.75000.07750.0011.622辆双孔布载右偏车辆荷载1023.3500160.00000.17860.05540.001.58合计700.000016.48+13.21=29.682辆双孔布我右偏2辆双孔布载右偏2辆双孔布载右偏2辆双孔布载方偏2辆双孔布载方偏合计».xr.c\cr.1r.1荷荷荷荷荷和和和和和车车车车乍5.350060.00000.42460.08642.200.008.9500140.00000.71030.08648.600.0010.1500140.00000.80560.06727.580.0016.1500200.00000.75000.08640.0012.9723.3500160.00000.17860.06170.001.76700.000018.38+14.73=33.112辆双孔布载右偏车辆荷载125.350060.00000.42460.09542.430.002辆双孔布载右偏车辆荷载128.9500140.00000.71030.09549.490.002辆双孔布载右偏车辆荷载1210.1500140.00000.80560.07428.370.002辆双孔布载右偏乍辆荷载1216.1500200.00000.75000.09540.0014.312辆双孔布嗽右偏车辆荷载1223.3500160.00000.17860.06810.001.95合计700.000020.28+16.25=36.542辆双孔布载右偏车辆荷载138.000060.00000.63490.10433.970.002辆双孔布载右偏乍辆荷载1311.6000140.00000.92060.203826.260.002辆双孔布载右偏乍辆荷载1312.8000140.00001.01590.250035.560.002辆双孔布载右偏车辆荷载1318.8000200.00000.53970.10430.0011.26合计540.000065.79+11.26=77.05

672辆双孔布载右偏乍辆荷载148.000060.00000.63490.11334.320.002辆双孔布载右偏车辆荷载1411.6000140.00000.92060.227129.270.002辆双孔布载右偏车辆荷载1412.8000140.00001.01590.280039.820.002辆双孔布载右偏乍辆荷载1418.8000200.00000.53970.11330.0012.23合计540.000073.40+12.23=85.632辆双孔布载右偏乍辆荷载158.000060.00000.63490.12224.660.002辆双孔布载右偏车辆荷载1511.6000140.00000.92060.366447.230.002辆双孔布载右偏车辆荷载1512.8000140.00001.01590.480068.270.002辆双孔布载右偏乍辆荷载1518.8000200.00000.53970.12220.0013.19合计540.0000120.15+13.19=133.342辆双孔布载右偏车辆荷载168.000060.00000.63490.13125.000.002辆双孔布载右偏车辆荷载1611.6000140.00000.92060.376148.470.002辆双孔布载右偏车辆荷载1612.8000140.00001.01590.490069.690.002辆双孔布载方偏乍辆荷载1618.8000200.00000.53970.13120.0014.16合计540.0000123.16+14.16=137.312辆双孔布载右偏车辆荷载178.000060.00000.63490.14015.340.002辆双孔布我右偏车辆荷载1711.6000140.00000.92060.242431.240.002辆双孔布载右偏乍辆荷载1712.8000140.00001.01590.290041.240.002辆双孔布载右偏车辆荷载1718.8000200.00000.53970.14010.0015.12合计540.000077.83+15.12=92.952辆双孔布载右偏车辆荷载188.000060.00000.63490.14905.680.002辆双孔布载右偏车辆荷载1811.6000140.00000.92060.190624.570.002辆双孔布载右偏车辆荷载1812.8000140.00001.01590.210029.870.002辆双孔布载右偏乍辆荷载1818.8000200.00000.53970.14900.0016.09合计540.000060.12+16.09=76.202辆双孔布载右偏车辆荷载195.350060.00000.42460.15804.020.002辆双孔布载右偏车辆荷载198.9500140.00000.71030.158015.710.002辆双孔布载右偏车辆荷载1910.1500140.00000.80560.122913.860.002辆双孔布载右偏乍辆荷载1916.1500200.00000.75000.15800.0023.702辆双孔布载右偏车辆荷载1923.3500160.00000.17860.11280.003.22合计700.000033.59+26.92=60.522辆双孔布载右偏车辆荷载205.350060.00000.42460.16694.250.002辆双孔布载方偏乍辆荷载208.9500140.00000.71030.166916.600.002辆双孔布载方偏乍辆荷载2010.1500140.00000.80560.129814.640.002辆双孔布载右偏车辆荷载2016.1500200.00000.75000.16690.0025.042辆双孔布载右偏车辆荷载2023.3500160.00000.17860.11920.003.41合计700.000035.50+28.45=63.942辆双孔布载右偏车辆荷载215.350060.00000.42460.17594.480.002辆双孔布载右偏乍辆荷载218.9500140.00000.71030.175917.490.002辆双孔布载右偏车辆荷载2110.1500140.00000.80560.136815.430.002辆双孔布载右偏乍辆荷载2116.1500200.00000.75000.17590.0026.382辆双孔布载右偏乍辆荷载2123.3500160.00000.17860.12560.003.59合计700.000037.40+29.97=67.372辆双孔布载右偏乍辆荷载225.350060.00000.42460.18484.710.002辆双孔布载右偏车辆荷载228.9500140.00000.71030.184818.380.002辆双孔布载右偏车辆荷载2210.1500140.00000.80560.143816.210.002辆双孔布载右偏车辆荷载2216.1500200.00000.75000.18480.0027.72

682辆双孔布载右偏合计乍辆荷载2223.3500160.0000700.00000.17860.13200.0039.30+3.7731.50=70.803辆双孔布载右偏乍辆荷载15.350060.00000.42460.03170.810.003辆双孔布载右偏车辆荷载18.9500140.00000.71030.03173.150.003辆双孔布载右偏车辆荷载110.1500140.00000.80560.02462.780.003辆双孔布载右偏乍辆荷载116.1500200.00000.75000.03170.004.753辆双孔布载右偏车辆荷载123.3500160.00000.17860.02260.000.65合计700.00006.74+5.40=12.143辆双孔布载右偏车辆荷载25.350060.00000.42460.03910.990.003辆双孔布载右偏车辆荷载28.9500140.00000.71030.03913.880.003辆双孔布载右偏乍辆荷载210.1500140.00000.80560.03043.430.003辆双孔布载右偏车辆荷载216.1500200.00000.75000.03910.005.863辆双孔布载右偏车辆荷载223.3500160.00000.17860.02790.000.80合计700.00008.30+6.66=14.963辆双孔布载右偏车辆荷载35.350060.00000.42460.04641.180.003辆双孔布载右偏车辆荷载38.9500140.00000.71030.04644.620.003辆双孔布我右偏车辆荷载310.1500140.00000.80560.03614.070.003辆双孔布载右偏乍辆荷载316.1500200.00000.75000.04640.006.963辆双孔布载右偏车辆荷载：：:；23.3500160.00000.17860.03320.000.95合计700.00009.87+7.91=17.783辆双孔布载右偏车辆荷载45.350060.00000.42460.05381.370.003辆双孔布载右偏车辆荷载48.9500140.00000.71030.05385.350.003辆双孔布载右偏车辆荷载410.1500140.00000.80560.04184.720.003辆双孔布载右偏乍辆荷载416.1500200.00000.75000.05380.008.073辆双孔布载右偏车辆荷载423.3500160.00000.17860.03840.001.10合计700.000011.44+9.17=20.613辆双孔布载右偏车辆荷载55.350060.00000.42460.06121.560.003辆双孔布载右偏车辆荷载58.9500140.00000.71030.06126.080.003辆双孔布载右偏乍辆荷载510.1500140.00000.80560.04765.370.003辆双孔布载右偏车辆荷载516.1500200.00000.75000.06120.009.183辆双孔布载右偏车辆荷载523.3500160.00000.17860.04370.001.25合计700.000013.01+10.42=23.433辆双孔布载右偏车辆荷载65.350060.00000.42460.06851.750.003辆双孔布载右偏乍辆荷载68.9500140.00000.71030.06856.820.003辆双孔布载右偏车辆荷载610.1500140.00000.80560.05336.010.003辆双孔布载右偏车辆荷载616.1500200.00000.75000.06850.0010.283辆双孔布载右偏车辆荷载623.3500160.00000.17860.04900.001.40合计700.000014.58+11.68=26.263辆双孔布载右偏乍辆荷载75.350060.00000.42460.07591.930.003辆双孔布载右偏车辆荷载78.9500140.00000.71030.07597.550.003辆双孔布载右偏乍辆荷载710.1500140.00000.80560.05906.660.003辆双孔布载右偏乍辆荷载716.1500200.00000.75000.07590.0011.393辆双孔布载右偏车辆荷载723.3500160.00000.17860.05420.001.55合计700.000016.14+12.94=29.083辆双孔布载右偏车辆荷载85.350060.00000.42460.08332.120.003辆双孔布载右偏车辆荷载88.9500140.00000.71030.08338.280.003辆双孔布载右偏车辆荷载810.1500140.00000.80560.06487.310.00

693辆双孔布载右偏车辆荷载816.1500200.00000.75000.08330.0012.493辆双孔布载右偏车辆荷载823.3500160.00000.17860.05950.001.70合计700.000017.71+14.19=31.903辆双孔布载右偏3辆双孔布载右偏3辆双孔布载右偏3辆双孔布载右偏3辆双孔布载右偏合计车车车车车辆辆辆辆辆荷荷荷荷荷载载载载载105.350060.00000.42460.09802.500.00108.9500140.00000.71030.09809.750.001010.1500140.00000.80560.07628.600.001016.1500200.00000.75000.09800.0014.701023.3500160.00000.17860.07000.002.00700.000020.85+16.71=37.553辆双孔布载右偏车辆荷载95.350060.00000.42460.09072.310.003辆双孔布载右偏车辆荷载98.9500140.00000.71030.09079.020.003辆双孔布载右偏乍辆荷载910.1500140.00000.80560.07057.950.003辆双孔布载右偏车辆荷载916.1500200.00000.75000.09070.0013.603辆双孔布载右偏车辆荷载923.3500160.00000.17860.06480.001.85合计700.000019.28+15.45=34.733辆双孔布载右偏车辆荷载118.000060.00000.63490.10544.020.003辆双孔布载右偏车辆荷载1111.6000140.00000.92060.301038.800.003辆双孔布载右偏乍辆荷载1112.8000140.00001.01590.392055.750.003辆双孔布载右偏车辆荷载1118.8000200.00000.53970.10540.0011.38合计540.000098.56+11.38=109.943辆双孔布载右偏车辆荷载128.000060.00000.63490.11284.300.003辆双孔布载右偏车辆荷载1211.6000140.00000.92060.188724.320.003辆双孔布载右偏车辆荷载1212.8000140.00001.01590.224031.860.003辆双孔布载右偏乍辆荷载1218.8000200.00000.53970.11280.0012.17合计540.000060.47+12.17=72.653辆双孔布载右偏车辆荷载138.000060.00000.63490.12014.580.003辆双孔布载右偏车辆荷载1311.6000140.00000.92060.300238.700.003辆双孔布载右偏车辆荷载1312.8000140.00001.01590.384054.610.003辆双孔布载右偏乍辆荷载1318.8000200.00000.53970.12010.0012.97合计540.000097.89+12.97=110.863辆双孔布载右偏车辆荷载148.000060.00000.63490.12754.860.003辆双孔布载右偏车辆荷载1411.6000140.00000.92060.193424.920.003辆双孔布载右偏乍辆荷载1412.8000140.00001.01590.224031.860.003辆双孔布载右偏乍辆荷载1418.8000200.00000.53970.12750.0013.76合计540.000061.64+13.76=75.403辆双孔布载右偏车辆荷载158.000060.00000.63490.13495.140.003辆双孔布载右偏车辆荷载1511.6000140.00000.92060.304939.300.003辆双孔布载右偏车辆荷载1512.8000140.00001.01590.384054.610.003辆双孔布载右偏乍辆荷载1518.8000200.00000.53970.13490.0014.56合计540.000099.05+14.56=113.613辆双孔布载右偏车辆荷载168.000060.00000.63490.14235.420.003辆双孔布载右偏车辆荷载1611.6000140.00000.92060.312740.310.003辆双孔布载右偏乍辆荷载1612.8000140.00001.01590.392055.750.003辆双孔布载右偏下辆荷荷1618.8000200.00000.53970.14230.0015.36合计540.0000101.48+15.36=116.833辆双孔布载右偏车辆荷载178,000060.00000.63490.14965.700.00

703辆双孔布载右偏3辆双孔布载右偏3辆双孔布载右偏合计乍辆荷载车辆荷载车辆荷载17171711.600012.800018.8000140.0000140.0000200.0000540.00000.92061.01590.53970.20590.23200.149626.5333.000.0065.23+0.000.0016.1516.15=81.383辆双孔布载右偏车辆荷载182.000060.00000.15870.16101.530.003辆双孔布载右偏乍辆荷载185.6000140.00000.44440.15709.770.003辆双孔布载右偏车辆荷载186.8000140.00000.53970.157011.860.003辆双孔布载右偏车辆荷载1812.8000200.00001.01590.16800.0034.133辆双孔布载右偏乍辆荷载1820.0000160.00000.44440.15700.0011.17合计700.000023.17+45.30=68.463辆双孔布载右偏车辆荷载195.350060.00000.42460.16444.190.003辆双孔布载右偏车辆荷载198.9500140.00000.71030.164416.350.003辆双孔布载右偏车辆荷载1910.1500140.00000.80560.127914.420.003辆双孔布载右偏乍辆荷载1916.1500200.00000.75000.16440.0024.663辆双孔布载右偏车辆荷载1923.3500160.00000.17860.11740.003.35合计700.000034.95+28.01=62.973辆双孔布载右偏车辆荷载205.350060.00000.42460.17184.380.003辆双孔布载右偏乍辆荷载208.9500140.00000.71030.171817.080.003辆双孔布载右偏车辆荷载2010.1500140.00000.80560.133615.070.003辆双孔布载右偏车辆荷载2016.1500200.00000.75000.17180.0025.763辆双孔布载右偏车辆荷载2023.3500160.00000.17860.12270.003.51合计700.000036.52+29.27=65.793辆双孔布载右偏车辆荷载215.350060.00000.42460.17914.560.003辆双孔布载右偏乍辆荷载218.9500140.00000.71030.179117.810.003辆双孔布载右偏车辆荷载2110.1500140.00000.80560.139315.710.003辆双孔布载右偏车辆荷载2116.1500200.00000.75000.17910.0026.873辆双孔布载右偏车辆荷载2123.3500160.00000.17860.12790.003.66合计700.000038.09+30.52=68.613辆双孔布载右偏乍辆荷载225.350060.00000.42460.18654.750.003辆双孔布载右偏车辆荷载228.9500140.00000.71030.186518.550.003辆双孔布载右偏车辆荷载2210.1500140.00000.80560.145116.360.003辆双孔布载右偏乍辆荷载2216.1500200.00000.75000.18650.0027.973辆双孔布载右偏车辆荷载2223.3500160.00000.17860.13320.003.81合计700.000039.66+31.78=71.444辆双孔布载右偏车辆荷载15.350060.00000.42460.07481.910.004辆双孔布载右偏车辆荷载18.9500140.00000.71030.07487.440.004辆双孔布载右偏车辆荷载110.1500140.00000.80560.05826.560.004辆双孔布载右偏车辆荷载116.1500200.00000.75000.07480.0011.224辆双孔布载右偏车辆荷载123.3500160.00000.17860.05340.001.53合计700.000015.90+12.74=28.654辆双孔布载右偏车辆荷载25.350060.00000.42460.07932.020.004辆双孔布载右偏乍辆荷载28.9500140.00000.71030.07937.880.004辆双孔布载右偏车辆荷载210.1500140.00000.80560.06176.950.004辆双孔布载右偏乍辆荷载216.1500200.00000.75000.07930.0011.894辆双孔布载右偏下辆荷荷223.3500160.00000.17860.05660.001.62合计700.000016.85+13.51=30.364辆双孔布载右偏车辆荷载35.350060.00000.42460.08372.130.00

714辆双孔布载右偏乍辆荷载38.9500140.00000.71030.08378.330.004辆双孔布载右偏车辆荷载310.1500140.00000.80560.06517.350.004辆双孔布载右偏车辆荷载316.1500200.00000.75000.08370.0012.564辆双孔布载右偏乍辆荷载323.3500160.00000.17860.05980.001.71合计700.000017.81+14.27=32.084辆双孔布载右偏乍辆荷载45.350060.00000.42460.08822.250.004辆双孔布载右偏车辆荷载48.9500140.00000.71030.08828.770.004辆双孔布载右偏车辆荷载410.1500140.00000.80560.06867.740.004辆双孔布载右偏乍辆荷载416.1500200.00000.75000.08820.0013.234辆双孔布载右偏车辆荷载423.3500160.00000.17860.06300.001.80合计700.000018.76+15.03=33.794辆双孔布载右偏车辆荷载55.350060.00000.42460.09272.360.004辆双孔布载右偏车辆荷载58.9500140.00000.71030.09279.220.004辆双孔布载右偏乍辆荷载510.1500140.00000.80560.07218.130.004辆双孔布载右偏车辆荷载516.1500200.00000.75000.09270.0013.914辆双孔布载右偏车辆荷载523.3500160.00000.17860.06620.001.89合计700.000019.71+15.80=35.514辆双孔布载右偏乍辆荷载65.350060.00000.42460.09722.480.004辆双孔布载右偏车辆荷载68.9500140.00000.71030.09729.660.004辆双孔布载右偏车辆荷载610.1500140.00000.80560.07568.520.004辆双孔布载右偏车辆荷载616.1500200.00000.75000.09720.0014.584辆双孔布载右偏车辆荷载623.3500160.00000.17860.06940.001.98合计700.000020.66+16.56=37.234辆双孔布载右偏乍辆荷载75.350060.00000.42460.10172.590.004辆双孔布载右偏车辆荷载78.9500140.00000.71030.101710.110.004辆双孔布载右偏车辆荷载710.1500140.00000.80560.07918.920.004辆双孔布载右偏车辆荷载716.1500200.00000.75000.10170.0015.254辆双孔布载右偏车辆荷载723.3500160.00000.17860.07260.002.07合计700.000021.62+17.32=38.944辆双孔布载右偏车辆荷载88.000060.00000.63490.10614.040.004辆双孔布载右偏车辆荷载811.6000140.00000.92060.138917.900.004辆双孔布载右偏乍辆荷载812.8000140.00001.01590.154121.920.004辆双孔布载右偏车辆荷载818.8000200.00000.53970.10610.0011.46合计540.000043.86+11.46=55.324辆双孔布载右偏车辆荷载98.000060.00000.63490.11064.210.004辆双孔布载右偏车辆荷载911.6000140.00000.92060.163221.030.004辆双孔布载右偏车辆荷载912.8000140.00001.01590.187626.680.004辆双孔布载右偏车辆荷载918.8000200.00000.53970.11060.0011.94合计540.000051.92+11.94=63.864辆双孔布载右偏车辆荷载108.000060.00000.63490.11514.380.004辆双孔布载右偏乍辆荷载1011.6000140.00000.92060.260633.590.004辆双孔布载右偏乍辆荷载1012.8000140.00001.01590.328346.690.004辆双孔布载右偏车辆荷载1018.8000200.00000.53970.11510.0012.42合计540.000084.67+12.42=97.094辆双孔布载右偏车辆荷载118.000060.00000.63490.11964.560.004辆双孔布载右偏车辆荷载1111.6000140.00000.92060.262033.770.004辆双孔布载右偏车辆荷载1112.8000140.00001.01590.328346.690.00

724辆双孔布载右偏合计乍辆荷载1118.8000200.0000540.00000.53970.11960.0085.02+12.9112.91=97.934辆双孔布载右偏乍辆荷载128.000060.00000.63490.12414.730.004辆双孔布载右偏车辆荷载1211.6000140.00000.92060.167421.580.004辆双孔布载右偏车辆荷载1212.8000140.00001.01590.187626.680.004辆双孔布载右偏乍辆荷载1218.8000200.00000.53970.12410.0013.39合计540.000052.99+13.39=66.384辆双孔布载右偏乍辆荷载138.000060.00000.63490.12854.900.004辆双孔布载右偏车辆荷载1311.6000140.00000.92060.260333.550.004辆双孔布载右偏车辆荷载1312.8000140.00001.01590.321645.740.004辆双孔布载右偏乍辆荷载1318.8000200.00000.53970.12850.0013.87合计540.000084.19+13.87=98.064辆双孔布载右偏车辆荷载148.000060.00000.63490.13305.070.004辆双孔布载右偏车辆荷载1411.6000140.00000.92060.170321.950.004辆双孔布载右偏车辆荷载1412.8000140.00001.01590.187626.680.004辆双孔布载右偏车辆荷载1418.8000200.00000.53970.13300.0014.36合计540.000053.69+14.36=68.054辆双孔布载右偏车辆荷载158.000060.00000.63490.13755.240.004辆双孔布载右偏车辆荷载1511.6000140.00000.92060.263233.920.004辆双孔布载右偏车辆荷载1512.8000140.00001.01590.321645.740.004辆双孔布载右偏车辆荷载1518.8000200.00000.53970.13750.0014.84合计540.000084.89+14.84=99.744辆双孔布载右偏乍辆荷载168.000060.00000.63490.14205.410.004辆双孔布载右偏车辆荷载1611.6000140.00000.92060.269134.690.004辆双孔布载右偏车辆荷载1612.8000140.00001.01590.328346.690.004辆双孔布载右偏车辆荷载1618.8000200.00000.53970.14200.0015.32合计540.000086.79+15.32=102.114辆双孔布载右偏乍辆荷载178.000060.00000.63490.14655.580.004辆双孔布载右偏车辆荷载1711.6000140.00000.92060.179123.090.004辆双孔布载右偏车辆荷载1712.8000140.00001.01590.194327.630.004辆双孔布载右偏乍辆荷载1718.8000200.00000.53970.14650.0015.81合计540.000056.30+15.81=72.114辆双孔布载右偏车辆荷载184.650060.00000.36900.15093.340.004辆双孔布载右偏车辆荷载188.2500140.00000.65480.150913.840.004辆双孔布载右偏车辆荷载189.4500140.00000.75000.150915.850.004辆双孔布载右偏车辆荷载1815.4500200.00000.80560.14870.0023.954辆双孔布载右偏车辆荷载1822.6500160.00000.23410.15030.005.63合计700.000033.03+29.58=62.614辆双孔布载右偏车辆荷载195.350060.00000.42460.15543.960.004辆双孔布载右偏乍辆荷载198.9500140.00000.71030.155415.450.004辆双孔布载右偏乍辆荷载1910.1500140.00000.80560.120913.630.004辆双孔布载右偏车辆荷载1916.1500200.00000.75000.15540.0023.314辆双孔布载右偏乍辆荷载1923.3500160.00000.17860.11100.003.17合计700.000033.05+26.48=59.534辆双孔布载右偏车辆荷载205.350060.00000.42460.15994.070.004辆双孔布载右偏车辆荷载208.9500140.00000.71030.159915.900.00

734辆双孔布载右偏乍辆荷载2010.1500140.00000.80560.124414.030.004辆双孔布我右偏车辆荷载2016.1500200.00000.75000.15990.0023.984辆双孔布我右偏车辆荷载2023.3500160.00000.17860.11420.003.26合计700.000034.00+27.25=61.254辆双孔布载右偏车辆荷载215.350060.00000.42460.16444.190.004辆双孔布载右偏乍辆荷载218.9500140.00000.71030.164416.350.004辆双孔布载右偏车辆荷载2110.1500140.00000.80560.127814.420.004辆双孔布载右偏车辆荷载2116.1500200.00000.75000.16440.0024.664辆双孔布载右偏乍辆荷载2123.3500160.00000.17860.11740.003.35合计700.000034.95+28.01=62.964辆双孔布载右偏车辆荷载225.350060.00000.42460.16894.300.004辆双孔布我右偏车辆荷我228.9500140.00000.71030.168916.790.004辆双孔布我右偏车辆荷我2210.1500140.00000.80560.131314.810.004辆双孔布载方偏乍辆荷载2216.1500200.00000.75000.16890.0025.334辆双孔布载右偏车辆荷载2223.3500160.00000.17860.12060.003.45合计700.000035.90+28.77=64.68加载方式1设计荷载1梁板号集中力坐标1集中力大小1竖向值1横分系数左支反力右支反力11或均布载的一>1加载长度1均布荷载值1竖向峰值1横分均值1列双孔布载左偏车道集中力112.8000140.00001.01590.00000.000.001列双孔布载左偏车道均载左112.800037.50001.01590.079119.280.001列双孔布载左偏车道均载右112.800037.50001.01590.07910.0019.28合计19.28+19.28=38.561列双孔布载左偏乍道集中力212.8000140.00001.01590.00000.000.001列双孔布我左偏车道均教左212.800037.50001.01590.074718.220.001列双孔布载左偏车道均载右212.800037.50001.01590.07470.0018.22合计18.22+18.22=36.451列双孔布载左偏车道集中力312.8000140.00001.01590.00000.000.001列双孔布载左偏乍道均载左312.800037.50001.01590.070417.170.001列双孔布载左偏车道均载右312.800037.50001.01590.07040.0017.17合计17.17+17.17=34.331列双孔布我左偏车道集中力412.8000140.00001.01590.00000.000.001列双孔布载左偏个道均载左412.800037.50001.01590.066116.110.001列双孔布载左偏午道均载右412.800037.50001.01590.06610.0016.11合计16.11+16.11=32.221列双孔布载左偏车道集中力512.8000140.00001.01590.21000.0029.871列双孔布载左偏车道均载左512.800037.50001.01590.116728.450.001列双孔布载左偏车道均载右512.800037.50001.01590.11670.0028.45合计28.45+58.32=86.771列双孔布载左偏车道集中力612.8000140.00001.01590.29000.0041.241列双孔布载左偏乍道均载左612.800037.50001.01590.133332.500.001列双孔布载左偏车道均载右612.800037.50001.01590.13330.0032.50合计32.50+73.74=106.241列双孔布载左偏车道集中力712.8000140.00001.01590.49000.0069.691列双孔布载左偏车道均载左712.800037.50001.01590.181344.210.001列双孔布载左偏车道均载右712.800037.50001.01590.18130.0044.21

74合计44.21+113.89=158.101列双孔布载左偏车道集中力812.8000140.00001.01590.01000.001.421列双孔布载左偏乍道均载左812.800037.50001.01590.051312.520.001列双孔布载左偏车道均载右812.800037.50001.01590.05130.0012.52合计12.52+13.94=26.461列双孔布载左偏车道集中力912.8000140.00001.01590.00000.000.001列双孔布载左偏车道均载左912.800037.50001.01590.044410.820.001列双孔布载左偏车道均载右912.800037.50001.01590.04440.0010.82合计10.82+10.82=21.651列双孔布载左偏不道集中力1012.8000140.00001.01590.00000.000.001列双孔布载左偏车道均载左1012.800037.50001.01590.04019.770.001列双孔布载左偏车道均载右1012.800037.50001.01590.04010.009.77合计9.77+9.77=19.531列双孔相载左偏车道集中力1112.8000140.00001.01590.00000.000.001列双孔布载左偏车道均载左1112.800037.50001.01590.03578.710.001列双孔布载左偏车道均载右1112.800037.50001.01590.03570.008.71合计8.71+8.71=17.421列双孔布载左偏车道集中力1212.8000140.00001.01590.00000.000.001列双孔布载左偏车道均载左1212.800037.50001.01590.03147.650.001列双孔布载左偏车道均载右1212.800037.50001.01590.03140.007.65合计7.65+7.65=15.311列双孔布载左偏乍道集中力1312.8000140.00001.01590.00000.000.001列双孔布载左偏车道均教左1312.800037.50001.01590.02716.600.001列双孔布载左偏车道均载右1312.800037.50001.01590.02710.006.60合计6.60+6.60=13.191列双孔布载左偏车道集中力1412.8000140.00001.01590.00000.000.001列双孔布载左偏乍道均载左1412.800037.50001.01590.02275.540.001列双孔布载左偏车道均载右1412.800037.50001.01590.02270.005.54合计5.54+5.54=11.081列双孔布载左偏车道集中力1512.8000140.00001.01590.00000.000.001列双孔布载左偏个道均载左1512.800037.50001.01590.01844.480.001列双孔布载左偏午道均载右1512.800037.50001.01590.01840.004.48合计4.48+4.48=8.961列双孔布载左偏车道集中力1612.8000140.00001.01590.00000.000.001列双孔布载左偏车道均载左1612.800037.50001.01590.01403.430.001列双孔布载左偏车道均载右1612.800037.50001.01590.01400.003.43合计3.43+3.43=6.851列双孔布载左偏车道集中力1712.8000140.00001.01590.00000.000.001列双孔布载左偏乍道均载左1712.800037.50001.01590.00972.370.001列双孔布载左偏车道均载右1712.800037.50001.01590.00970.002.37合计2.37+2.37=4.741列双孔布载左偏车道集中力1812.8000140.00001.01590.00000.000.001列双孔布载左偏车道均载左1812.800037.50001.01590.00541.310.001列双孔布载左偏车道均载右1812.800037.50001.01590.00540.001.31

75合计1.31+1.31=2.621列双孔布载左偏车道集中力1912.8000140.00001.01590.00000.000.001列双孔布载左偏乍道均载左1912.800037.50001.01590.00100.250.001列双孔布载左偏车道均载右1912.800037.50001.01590.00100.000.25合计0.25+0.25=0.511列双孔布载左偏车道集中力2012.8000140.00001.01590.00000.000.001列双孔布载左偏车道均载左2012.800037.50001.0159-0.0033-0.800.001列双孔布载左偏车道均载右2012.800037.50001.0159-0.00330.00-0.80合计-0.80+-0.80=-1.611列双孔布载左偏车道集中力2112.8000140.00001.01590.00000.000.001列双孔布载左偏车道均载左2112.800037.50001.0159-0.0076-1.860.001列双孔布载左偏车道均载右2112.800037.50001.0159-0.00760.00-1.86合计-1.86+-1.86=-3.721列双孔相载左偏车道集中力2212.8000140.00001.01590.00000.000.001列双孔布载左偏车道均载左2212.800037.50001.0159-0.0120-2.920.001列双孔布载左偏车道均载右2212.800037.50001.0159-0.01200.00-2.92合计-2.92+-2.92=-5.832列双孔布载左偏车道集中力112.8000140.00001.01590.00000.000.002列双孔布载左偏车道均载左112.800037.50001.01590.136533.270.002列双孔布载左偏车道均载右112.800037.50001.01590.13650.0033.27合计33.27+33.27=66.542列双孔布载左偏车道集中力212.8000140.00001.01590.00000.000.002列双孔布我左偏车道均教左212.800037.50001.01590.129831.660.002列双孔布载左偏车道均载右212.800037.50001.01590.12980.0031.66合计31.66+31.66=63.322列双孔布载左偏车道集中力312.8000140.00001.01590.00000.000.002列双孔布载左偏乍道均载左312.800037.50001.01590.123230.050.002列双孔布载左偏车道均载右312.800037.50001.01590.12320.0030.05合计30.05+30.05=60.102列双孔布我左偏车道集中力412.8000140.00001.01590.00000.000.002列双孔布载左偏车道均载左412.800037.50001.01590.116628.440.002列双孔布载左偏午道均载右412.800037.50001.01590.11660.0028.44合计28.44+28.44=56.882列双孔布载左偏车道集中力512.8000140.00001.01590.21000.0029.872列双孔布载左偏车道均载左512.800037.50001.01590.165040.230.002列双孔布载左偏车道均载右512.800037.50001.01590.16500.0040.23合计40.23+70.09=110.322列双孔布载左偏车道集中力612.8000140.00001.01590.29000.0041.242列双孔布载左偏乍道均载左612.800037.50001.01590.179343.720.002列双孔布载左偏车道均载右612.800037.50001.01590.17930.0043.72合计43.72+84.97=128.692列双孔布载左偏车道集中力712.8000140.00001.01590.49000.0069.692列双孔布载左偏车道均载左712.800037.50001.01590.225154.880.002列双孔布载左偏车道均载右712.800037.50001.01590.22510.0054.88

76合计54.88+124.56=179.442列双孔布载左偏车道集中力812.8000140.00001.01590.48000.0068.272列双孔布载左偏乍道均载左812.800037.50001.01590.215952.630.002列双孔布载左偏车道均载右812.800037.50001.01590.21590.0052.63合计52.63+120.89=173.522列双孔布载左偏车道集中力912.8000140.00001.01590.28000.0039.822列双孔布载左偏车道均载左912.800037.50001.01590.156938.260.002列双孔布载左偏车道均载右912.800037.50001.01590.15690.0038.26合计38.26+78.08=116.332列双孔布载左偏车道集中力1012.8000140.00001.01590.25000.0035.562列双孔布我左偏车道均载左1012.800037.50001.01590.142534.730.002列双孔布我左偏车道均载右1012.800037.50001.01590.14250.0034.73合计34.73+70.29=105.022列双孔相我左偏车道集中力1112.8000140.00001.01590.00000.000.002列双孔布载左偏车道均载左1112.800037.50001.01590.070417.170.002列双孔布载左偏车道均载右1112.800037.50001.01590.07040.0017.17合计17.17+17.17=34.342列双孔布载左偏车道集中力1212.8000140.00001.01590.00000.000.002列双孔布载左偏车道均载左1212.800037.50001.01590.063815.560.002列双孔布载左偏车道均载右1212.800037.50001.01590.06380.0015.56合计15.56+15.56=31.122列双孔布载左偏乍道集中力1312.8000140.00001.01590.00000.000.002列双孔布我左偏车道均教左1312.800037.50001.01590.057213.950.002列双孔布载左偏车道均载右1312.800037.50001.01590.05720.0013.95合计13.95+13.95=27.902列双孔布载左偏车道集中力1412.8000140.00001.01590.00000.000.002列双孔布载左偏乍道均载左1412.800037.50001.01590.050612.340.002列双孔布载左偏车道均载右1412.800037.50001.01590.05060.0012.34合计12.34+12.34二24.682列双孔布我左偏车道集中力1512.8000140.00001.01590.00000.000.002列双孔布载左偏个道均载左1512.800037.50001.01590.044010.730.002列双孔布载左偏午道均载右1512.800037.50001.01590.04400.0010.73合计10.73+10.73=21.462列双孔布载左偏车道集中力1612.8000140.00001.01590.00000.000.002列双孔布载左偏车道均载左1612.800037.50001.01590.03749.120.002列双孔布载左偏车道均载右1612.800037.50001.01590.03740.009.12合计9.12+9.12=18.242列双孔布载左偏车道集中力1712.8000140.00001.01590.00000.000.002列双孔布载左偏乍道均载左1712.800037.50001.01590.03087.510.002列双孔布载左偏车道均载右1712.800037.50001.01590.03080.007.51合计7.51+7.51=15.022列双孔布载左偏车道集中力1812.8000140.00001.01590.00000.000.002列双孔布载左偏车道均载左1812.800037.50001.01590.02425.900.002列双孔布载左偏车道均载右1812.800037.50001.01590.02420.005.90

77合计5.90+5.90=11.802列双孔布载左偏车道集中力1912.8000140.00001.01590.00000.000.002列双孔布载左偏乍道均载左1912.800037.50001.01590.01764.290.002列双孔布载左偏车道均载右1912.800037.50001.01590.01760.004.29合计4.29+4.29=8.582列双孔布载左偏车道集中力2012.8000140.00001.01590.00000.000.002列双孔布载左偏车道均载左2012.800037.50001.01590.01102.680.002列双孔布载左偏车道均载右2012.800037.50001.01590.01100.002.68合计2.68+2.68=5.362列双孔布载左偏车道集中力2112.8000140.00001.01590.00000.000.002列双孔布我左偏车道均载左2112.800037.50001.01590.00441.070.002列双孔布我左偏车道均载右2112.800037.50001.01590.00440.001.07合计1.07+1.07=2.142列双孔相我左偏车道集中力2212.8000140.00001.01590.00000.000.002列双孔布载左偏车道均载左2212.800037.50001.0159-0.0022-0.540.002列双孔布载左偏车道均载右2212.800037.50001.0159-0.00220.00-0.54合计-0.54+-0.54=-1.083列双孔布载左偏车道集中力112.8000140.00001.01590.00000.000.003列双孔布载左偏车道均载左112.800037.50001.01590.137733.570.003列双孔布载左偏车道均载右112.800037.50001.01590.13770.0033.57合计33.57+33.57=67.143列双孔布载左偏车道集中力212.8000140.00001.01590.00000.000.003列双孔布我左偏车道均教左212.800037.50001.01590.132232.240.003列双孔布载左偏车道均载右212.800037.50001.01590.13220.0032.24合计32.24+32.24=64.493列双孔布裁左偏车道集中力312.8000140.00001.01590.00000.000.003列双孔布载左偏乍道均载左312.800037.50001.01590.126830.920.003列双孔布载左偏车道均载右312.800037.50001.01590.12680.0030.92合计30.92+30.92二61.833列双孔布载左偏车道集中力412.8000140.00001.01590.00000.000.003列双孔布载左偏车道均载左412.800037.50001.01590.121429.590.003列双孔布载左偏午道均载右412.800037.50001.01590.12140.0029.59合计29.59+29.59=59.183列双孔布载左偏车道集中力512.8000140.00001.01590.16800.0023.893列双孔布载左偏车道均载左512.800037.50001.01590.159938.980.003列双孔布载左偏车道均载右512.800037.50001.01590.15990.0038.98合计38.98+62.88=101.863列双孔布载左偏车道集中力612.8000140.00001.01590.23200.0033.003列双孔布载左偏乍道均载左612.800037.50001.01590.171241.740.003列双孔布载左偏车道均载右612.800037.50001.01590.17120.0041.74合计41.74+74.73=116.473列双孔布载左偏车道集中力712.8000140.00001.01590.39200.0055.753列双孔布载左偏车道均载左712.800037.50001.01590.207650.620.003列双孔布载左偏车道均载右712.800037.50001.01590.20760.0050.62

78合计50.62+106.37=156.993列双孔布载左偏车道集中力812.8000140.00001.01590.38400.0054.613列双孔布载左偏乍道均载左812.800037.50001.01590.200148.780.003列双孔布载左偏车道均载右812.800037.50001.01590.20010.0048.78合计48.78+103.40;152.183列双孔布载左偏车道集中力912.8000140.00001.01590.22400.0031.863列双孔布载左偏车道均载左912.800037.50001.01590.152837.250.003列双孔布载左偏车道均载右912.800037.50001.01590.15280.0037.25合计37.25+69.10=106.353列双孔布载左偏车道集中力1012.8000140.00001.01590.38400.0054.613列双孔布载左偏车道均载左1012.800037.50001.01590.189246.130.003列双孔布载左偏车道均载右1012.800037.50001.01590.18920.0046.13合计46.13+100.74=146.873列双孔布我左偏车道集中力1112.8000140.00001.01590.22400.0031.863列双孔布载左偏车道均载左1112.800037.50001.01590.141934.590.003列双孔布载左偏车道均载右1112.800037.50001.01590.14190.0034.59合计34.59+66.45=101.043列双孔布载左偏车道集中力1212.8000140.00001.01590.39200.0055.753列双孔布载左偏车道均载左1212.800037.50001.01590.180443.990.003列双孔布载左偏车道均载右1212.800037.50001.01590.18040.0043.99合计43.99+99.74=143.723列双孔布载左偏乍道集中力1312.8000140.00001.01590.00000.000.003列双孔布我左偏车道均教左1312.800037.50001.01590.072417.650.003列双孔布载左偏车道均载右1312.800037.50001.01590.07240.0017.65合计17.65+17.65=35.293列双孔布裁左偏车道集中力1412.8000140.00001.01590.00000.000.003列双孔布载左偏乍道均载左1412.800037.50001.01590.066916.320.003列双孔布载左偏车道均载右1412.800037.50001.01590.06690.0016.32合计16.32+16.32=32.643列双孔布载左偏车道集中力1512.8000140.00001.01590.00000.000.003列双孔布载左偏个道均载左1512.800037.50001.01590.061514.990.003列双孔布载左偏午道均载右1512.800037.50001.01590.06150.0014.99合计14.99+14.99=29.983列双孔布载左偏车道集中力1612.8000140.00001.01590.00000.000.003列双孔布载左偏车道均载左1612.800037.50001.01590.056013.660.003列双孔布载左偏车道均载右1612.800037.50001.01590.05600.0013.66合计13.66+13.66=27.333列双孔布载左偏车道集中力1712.8000140.00001.01590.00000.000.003列双孔布载左偏乍道均载左1712.800037.50001.01590.050612.340.003列双孔布载左偏车道均载右1712.800037.50001.01590.05060.0012.34合计12.34+12.34=24.683列双孔布载左偏车道集中力1812.8000140.00001.01590.00000.000.003列双孔布载左偏车道均载左1812.800037.50001.01590.045211.010.003列双孔布载左偏车道均载右1812.800037.50001.01590.04520.0011.01

79合计11.01+11.01=22.023列双孔布载左偏车道集中力1912.8000140.00001.01590.00000.000.003列双孔布载左偏乍道均载左1912.800037.50001.01590.03979.680.003列双孔布载左偏车道均载右1912.800037.50001.01590.03970.009.68合计9.68+9.68二19.373列双孔布载左偏车道集中力2012.8000140.00001.01590.00000.000.003列双孔布载左偏车道均载左2012.800037.50001.01590.03438.360.003列双孔布载左偏车道均载右2012.800037.50001.01590.03430.008.36合计8.36+8.36=16.713列双孔布载左偏车道集中力2112.8000140.00001.01590.00000.000.003列双孔布载左偏车道均载左2112.800037.50001.01590.02887.030.003列双孔布载左偏车道均载右2112.800037.50001.01590.02880.007.03合计7.03+7.03=14.063列双孔布我左偏车道集中力2212.8000140.00001.01590.00000.000.003列双孔布载左偏车道均载左2212.800037.50001.01590.02345.700.003列双孔布载左偏车道均载右2212.800037.50001.01590.02340.005.70合计5.70+5.70=11.414列双孔布载左偏车道集中力112.8000140.00001.01590.00000.000.004列双孔布载左偏车道均载左112.800037.50001.01590.124730.390.004列双孔布载左偏车道均载右112.800037.50001.01590.12470.0030.39合计30.39+30.39=60.794列双孔布载左偏车道集中力212.8000140.00001.01590.00000.000.004列双孔布载左偏车道均教左212.800037.50001.01590.121429.590.004列双孔布载左偏车道均载右212.800037.50001.01590.12140.0029.59合计29.59+29.59=59.174列双孔布裁左偏车道集中力312.8000140.00001.01590.00000.000.004列双孔布载左偏乍道均载左312.800037.50001.01590.118028.780.004列双孔布载左偏车道均载右312.800037.50001.01590.11800.0028.78合计28.78+28.78=57.564列双孔布我左偏车道集中力412.8000140.00001.01590.00000.000.004列双孔布载左偏车道均载左412.800037.50001.01590.114727.970.004列双孔布载左偏午道均载右412.800037.50001.01590.11470.0027.97合计27.97+27.97=55.954列双孔布载左偏车道集中力512.8000140.00001.01590.14070.0020.014列双孔布载左偏车道均载左512.800037.50001.01590.148336.150.004列双孔布载左偏车道均载右512.800037.50001.01590.14830.0036.15合计36.15+56.16=92.304列双孔布载左偏车道集中力612.8000140.00001.01590.19430.0027.634列双孔布载左偏乍道均载左612.800037.50001.01590.159038.760.004列双孔布载左偏车道均载右612.800037.50001.01590.15900.0038.76合计38.76+66.39=105.154列双孔布载左偏车道集中力712.8000140.00001.01590.32830.0046.694列双孔布载左偏车道均载左712.800037.50001.01590.190746.500.004列双孔布载左偏车道均载右712.800037.50001.01590.19070.0046.50

80合计46.50+93.20=139.704列双孔布载左偏车道集中力812.8000140.00001.01590.32160.0045.744列双孔布载左偏乍道均载左812.800037.50001.01590.185745.270.004列双孔布载左偏车道均载右812.800037.50001.01590.18570.0045.27合计45.27+91.01=136.284列双孔布载左偏车道集中力912.8000140.00001.01590.18760.0026.684列双孔布载左偏车道均载左912.800037.50001.01590.147335.910.004列双孔布载左偏车道均载右912.800037.50001.01590.14730.0035.91合计35.91+62.59=98.514列双孔布载左偏不道集中力1012.8000140.00001.01590.32160.0045.744列双孔布我左偏车道均载左1012.800037.50001.01590.179143.660.004列双孔布我左偏车道均载右1012.800037.50001.01590.17910.0043.66合计43.66+89.40=133.054列双孔布我左偏车道集中力1112.8000140.00001.01590.18760.0026.684列双孔布载左偏车道均载左1112.800037.50001.01590.140734.300.004列双孔布载左偏车道均载右1112.800037.50001.01590.14070.0034.30合计34.30+60.98=95.284列双孔布载左偏车道集中力1212.8000140.00001.01590.32830.0046.694列双孔布载左偏车道均载左1212.800037.50001.01590.174242.470.004列双孔布载左偏车道均载右1212.800037.50001.01590.17420.0042.47合计42.47+89.16=131.644列双孔布载左偏乍道集中力1312.8000140.00001.01590.32830.0046.694列双孔布载左偏车道均教左1312.800037.50001.01590.170941.670.004列双孔布载左偏车道均载右1312.800037.50001.01590.17090.0041.67合计41.67+88.36=130.024列双孔布裁左偏车道集中力1412.8000140.00001.01590.18760.0026.684列双孔布载左偏乍道均载左1412.800037.50001.01590.130831.880.004列双孔布载左偏车道均载右1412.800037.50001.01590.13080.0031.88合计31.88+58.56二90.454列双孔布我左偏车道集中力1512.8000140.00001.01590.15410.0021.924列双孔布载左偏个道均载左1512.800037.50001.01590.118728.940.004列双孔布载左偏午道均载右1512.800037.50001.01590.11870.0028.94合计28.94+50.85=79.794列双孔布载左偏车道集中力1612.8000140.00001.01590.00000.000.004列双孔布载左偏车道均载左1612.800037.50001.01590.075118.300.004列双孔布载左偏车道均载右1612.800037.50001.01590.07510.0018.30合计18.30+18.30=36.604列双孔布载左偏车道集中力1712.8000140.00001.01590.00000.000.004列双孔布载左偏乍道均载左1712.800037.50001.01590.071717.490.004列双孔布载左偏车道均载右1712.800037.50001.01590.07170.0017.49合计17.49+17.49=34.994列双孔布载左偏车道集中力1812.8000140.00001.01590.00000.000.004列双孔布载左偏车道均载左1812.800037.50001.01590.068416.690.004列双孔布载左偏车道均载右1812.800037.50001.01590.06840.0016.69

81合计16.69+16.69=33.374列双孔布载左偏车道集中力1912.8000140.00001.01590.00000.000.004列双孔布载左偏车道均载左1912.800037.50001.01590.065115.880.004列双孔布载左偏车道均载右1912.800037.5000合计1.01590.06510.0015.88+15.8815.88二31.764列双孔布载左偏车道集中力2012.8000140.00001.01590.00000.000.004列双孔布载左偏车道均载左2012.800037.50001.01590.061815.070.004列双孔布载左偏车道均载右2012.800037.5000合计1.01590.06180.0015.07+15.0715.07=30.154列双孔布载左偏车道集中力2112.8000140.00001.01590.00000.000.004列双孔布载左偏车道均载左2112.800037.50001.01590.058514.270.004列双孔布载左偏车道均载右2112.800037.5000合计1.01590.05850.0014.27+14.2714.27=28.544列双孔布载左偏车道集中力2212.8000140.00001.01590.00000.000.004列双孔布载左偏车道均载左2212.800037.50001.01590.055213.460.004列双孔布载左偏车道均载右2212.800037.5000合计1.01590.05520.0013.46+13.4613.46=26.921列双孔布载右偏车道集中力112.8000140.00001.01590.00000.000.001列双孔布载右偏车道均载左112.800037.50001.0159-0.0120-2.920.001列双孔布载右偏车道均载右112.800037.5000合计1.0159-0.01200.00-2.92+-2.92-2.92=-5.831列双孔布载右偏车道集中力212.8000140.00001.01590.00000.000.001列双孔布载右偏车道均载左212.800037.50001.0159-0.0076-1.860.001列双孔布载右偏车道均载右212.800037.5000合计1.0159-0.00760.00-1.86+-1.86-1.86=-3.721列双孔布载右偏车道集中力312.8000140.00001.01590.00000.000.001列双孔布载右偏车道均载左312.800037.50001.0159-0.0033-0.800.001列双孔布载右偏车道均载右312.800037.5000合计1.0159-0.00330.00-0.80+-0.80-0.80二-1.611列双孔布载右偏车道集中力412.8000140.00001.01590.00000.000.001列双孔布载右偏车道均载左412.800037.50001.01590.00100.250.001列双孔布载右偏车道均载右412.800037.5000合计1.01590.00100.000.25+0.250.25=0.511列双孔布载右偏车道集中力512.8000140.00001.01590.00000.000.001列双孔布载右偏车道均载左512.800037.50001.01590.00541.310.001列双孔布载右偏车道均载右512.800037.5000合计1.01590.00540.001.31+1.311.31=2.621列双孔布载右偏车道集中力612.8000140.00001.01590.00000.000.001列双孔布载右偏车道均载左612.800037.50001.01590.00972.370.001列双孔布载右偏车道均载右612.800037.5000合计1.01590.00970.002.37+2.372.37=4.741列双孔布载右偏车道集中力712.8000140.00001.01590.00000.000.001列双孔布载右偏车道均载左712.800037.50001.01590.01403.430.001列双孔布载右偏车道均载右712.800037.50001.01590.01400.003.43

82合计3.43+3.43=6.851列双孔布载右偏车道集中力812.8000140.00001.01590.00000.000.001列双孔布载右偏乍道均载左812.800037.50001.01590.01844.480.001列双孔布载右偏车道均载右812.800037.50001.01590.01840.004.48合计4.48+4.48=8.961列双孔布载右偏车道集中力912.8000140.00001.01590.00000.000.001列双孔布载右偏车道均载左912.800037.50001.01590.02275.540.001列双孔布载右偏车道均载右912.800037.50001.01590.02270.005.54合计5.54+5.54=11.081列双孔布载右偏车道集中力1012.8000140.00001.01590.00000.000.001列双孔布载右偏车道均载左1012.800037.50001.01590.02716.600.001列双孔布载右偏车道均载右1012.800037.50001.01590.02710.006.60合计6.60+6.60=13.191列双孔相我右偏车道集中力1112.8000140.00001.01590.00000.000.001列双孔布载右偏车道均载左1112.800037.50001.01590.03147.650.001列双孔布载右偏车道均载右1112.800037.50001.01590.03140.007.65合计7.65+7.65=15.311列双孔布载右偏车道集中力1212.8000140.00001.01590.00000.000.001列双孔布载右偏车道均载左1212.800037.50001.01590.03578.710.001列双孔布载右偏车道均载右1212.800037.50001.01590.03570.008.71合计8.71+8.71=17.421列双孔布载右偏乍道集中力1312.8000140.00001.01590.00000.000.001列双孔布载右偏车道均教左1312.800037.50001.01590.04019.770.001列双孔布载右偏车道均载右1312.800037.50001.01590.04010.009.77合计9.77+9.77=19.531列双孔布载右偏车道集中力1412.8000140.00001.01590.00000.000.001列双孔布载右偏乍道均载左1412.800037.50001.01590.044410.820.001列双孔布载右偏车道均载右1412.800037.50001.01590.04440.0010.82合计10.82+10.82=21.651列双孔布载右偏车道集中力1512.8000140.00001.01590.01000.001.421列双孔布载方偏个道均载左1512.800037.50001.01590.051312.520.001列双孔布载方偏午道均载右1512.800037.50001.01590.05130.0012.52合计12.52+13.94=26.461列双孔布载右偏车道集中力1612.8000140.00001.01590.49000.0069.691列双孔布载右偏车道均载左1612.800037.50001.01590.181344.210.001列双孔布载右偏车道均载右1612.800037.50001.01590.18130.0044.21合计44.21+113.89=158.101列双孔布载右偏车道集中力1712.8000140.00001.01590.29000.0041.241列双孔布载右偏乍道均载左1712.800037.50001.01590.133332.500.001列双孔布载右偏车道均载右1712.800037.50001.01590.13330.0032.50合计32.50+73.74=106.241列双孔布我右偏车道集中力1812.8000140.00001.01590.21000.0029.871列双孔布载右偏车道均载左1812.800037.50001.01590.116728.450.001列双孔布载右偏车道均载右1812.800037.50001.01590.11670.0028.45

83合计28.45+58.32=86.771列双孔布载右偏车道集中力1912.8000140.00001.01590.00000.000.001列双孔布载右偏车道均载左1912.800037.50001.01590.066116.110.001列双孔布载右偏车道均载右1912.800037.5000合计1.01590.06610.0016.11+16.1116.11=32.221列双孔布载右偏车道集中力2012.8000140.00001.01590.00000.000.001列双孔布载右偏车道均载左2012.800037.50001.01590.070417.170.001列双孔布载右偏车道均载右2012.800037.5000合计1.01590.07040.0017.17+17.1717.17=34.331列双孔布载右偏车道集中力2112.8000140.00001.01590.00000.000.001列双孔布载右偏车道均载左2112.800037.50001.01590.074718.220.001列双孔布载右偏车道均载右2112.800037.5000合计1.01590.07470.0018.22+18.2218.22=36.451列双孔布载右偏车道集中力2212.8000140.00001.01590.00000.000.001列双孔布载右偏车道均载左2212.800037.50001.01590.079119.280.001列双孔布载右偏车道均载右2212.800037.5000合计1.01590.07910.0019.28+19.2819.28=38.562列双孔布载右偏车道集中力112.8000140.00001.01590.00000.000.002列双孔布载右偏车道均载左112.800037.50001.0159-0.0022-0.540.002列双孔布载右偏车道均载右112.800037.5000合计1.0159-0.00220.00-0.54+-0.54-0.54=-1.082列双孔布载右偏车道集中力212.8000140.00001.01590.00000.000.002列双孔布载右偏车道均载左212.800037.50001.01590.00441.070.002列双孔布载右偏车道均载右212.800037.5000合计1.01590.00440.001.07+1.071.07=2.142列双孔布载右偏车道集中力312.8000140.00001.01590.00000.000.002列双孔布载右偏车道均载左312.800037.50001.01590.01102.680.002列双孔布载右偏车道均载右312.800037.5000合计1.01590.01100.002.68+2.682.68=5.362列双孔布载右偏车道集中力412.8000140.00001.01590.00000.000.002列双孔布载右偏车道均载左412.800037.50001.01590.01764.290.002列双孔布载右偏车道均载右412.800037.5000合计1.01590.01760.004.29+4.294.29=8.582列双孔布载右偏车道集中力512.8000140.00001.01590.00000.000.002列双孔布载右偏车道均载左512.800037.50001.01590.02425.900.002列双孔布载右偏车道均载右512.800037.5000合计1.01590.02420.005.90+5.905.90=11.802列双孔布载右偏车道集中力612.8000140.00001.01590.00000.000.002列双孔布载右偏车道均载左612.800037.50001.01590.03087.510.002列双孔布载右偏车道均载右612.800037.5000合计1.01590.03080.007.51+7.517.51=15.022列双孔布载右偏车道集中力712.8000140.00001.01590.00000.000.002列双孔布载右偏车道均载左712.800037.50001.01590.03749.120.002列双孔布载右偏车道均载右712.800037.50001.01590.03740.009.12

84合计9.12+9.12=18.242列双孔布载右偏车道集中力812.8000140.00001.01590.00000.000.002列双孔布载右偏乍道均载左812.800037.50001.01590.044010.730.002列双孔布载右偏车道均载右812.800037.50001.01590.04400.0010.73合计10.73+10.73=21.462列双孔布载右偏车道集中力912.8000140.00001.01590.00000.000.002列双孔布载右偏车道均载左912.800037.50001.01590.050612.340.002列双孔布载右偏车道均载右912.800037.50001.01590.05060.0012.34合计12.34+12.34=24.682列双孔布载右偏车道集中力1012.8000140.00001.01590.00000.000.002列双孔布载右偏车道均载左1012.800037.50001.01590.057213.950.002列双孔布载右偏车道均载右1012.800037.50001.01590.05720.0013.95合计13.95+13.95=27.902列双孔布载右偏车道集中力1112.8000140.00001.01590.00000.000.002列双孔布载右偏车道均载左1112.800037.50001.01590.063815.560.002列双孔布载右偏车道均载右1112.800037.50001.01590.06380.0015.56合计15.56+15.56=31.122列双孔布载右偏车道集中力1212.8000140.00001.01590.00000.000.002列双孔布载右偏车道均载左1212.800037.50001.01590.070417.170.002列双孔布载右偏车道均载右1212.800037.50001.01590.07040.0017.17合计17.17+17.17=34.342列双孔布载右偏乍道集中力1312.8000140.00001.01590.25000.0035.562列双孔布载右偏车道均教左1312.800037.50001.01590.142534.730.002列双孔布载右偏车道均载右1312.800037.50001.01590.14250.0034.73合计34.73+70.29=105.022列双孔布载右偏车道集中力1412.8000140.00001.01590.28000.0039.822列双孔布载右偏乍道均载左1412.800037.50001.01590.156938.260.002列双孔布载右偏车道均载右1412.800037.50001.01590.15690.0038.26合计38.26+78.08=116.332列双孔布载右偏车道集中力1512.8000140.00001.01590.48000.0068.272列双孔布载方偏个道均载左1512.800037.50001.01590.215952.630.002列双孔布载方偏午道均载右1512.800037.50001.01590.21590.0052.63合计52.63+120.89=173.522列双孔布载右偏车道集中力1612.8000140.00001.01590.49000.0069.692列双孔布载右偏车道均载左1612.800037.50001.01590.225154.880.002列双孔布载右偏车道均载右1612.800037.50001.01590.22510.0054.88合计54.88+124.56=179.442列双孔布载右偏车道集中力1712.8000140.00001.01590.29000.0041.242列双孔布载右偏乍道均载左1712.800037.50001.01590.179343.720.002列双孔布载右偏车道均载右1712.800037.50001.01590.17930.0043.72合计43.72+84.97=128.692列双孔布我右偏车道集中力1812.8000140.00001.01590.21000.0029.872列双孔布载右偏车道均载左1812.800037.50001.01590.165040.230.002列双孔布载右偏车道均载右1812.800037.50001.01590.16500.0040.23

85合计40.23+70.09=110.322列双孔布载右偏车道集中力1912.8000140.00001.01590.00000.000.002列双孔布载右偏乍道均载左1912.800037.50001.01590.116628.440.002列双孔布载右偏车道均载右1912.800037.50001.01590.11660.0028.44合计28.44+28.44=56.882列双孔布载右偏车道集中力2012.8000140.00001.01590.00000.000.002列双孔布载右偏车道均载左2012.800037.50001.01590.123230.050.002列双孔布载右偏车道均载右2012.800037.50001.01590.12320.0030.05合计30.05+30.05=60.102列双孔布载右偏车道集中力2112.8000140.00001.01590.00000.000.002列双孔布载右偏车道均载左2112.800037.50001.01590.129831.660.002列双孔布载右偏车道均载右2112.800037.50001.01590.12980.0031.66合计31.66+31.66=63.322列双孔布载右偏车道集中力2212.8000140.00001.01590.00000.000.002列双孔布载右偏车道均载左2212.800037.50001.01590.136533.270.002列双孔布载右偏车道均载右2212.800037.50001.01590.13650.0033.27合计33.27+33.27=66.543列双孔布载右偏车道集中力112.8000140.00001.01590.00000.000.003列双孔布载右偏车道均载左112.800037.50001.01590.02345.700.003列双孔布载右偏车道均载右112.800037.50001.01590.02340.005.70合计5.70+5.70=11.413列双孔布载右偏车道集中力212.8000140.00001.01590.00000.000.003列双孔布载右偏车道均教左212.800037.50001.01590.02887.030.003列双孔布载右偏车道均载右212.800037.50001.01590.02880.007.03合计7.03+7.03=14.063列双孔布裁右偏车道集中力312.8000140.00001.01590.00000.000.003列双孔布载右偏乍道均载左312.800037.50001.01590.03438.360.003列双孔布载右偏车道均载右312.800037.50001.01590.03430.008.36合计8.36+8.36=16.713列双孔布载右偏车道集中力412.8000140.00001.01590.00000.000.003列双孔布载方偏车道均载左412.800037.50001.01590.03979.680.003列双孔布载方偏午道均载右412.800037.50001.01590.03970.009.68合计9.68+9.68=19.373列双孔布载右偏车道集中力512.8000140.00001.01590.00000.000.003列双孔布载右偏车道均载左512.800037.50001.01590.045211.010.003列双孔布载右偏车道均载右512.800037.50001.01590.04520.0011.01合计11.01+11.01=22.023列双孔布载右偏车道集中力612.8000140.00001.01590.00000.000.003列双孔布载右偏乍道均载左612.800037.50001.01590.050612.340.003列双孔布载右偏车道均载右612.800037.50001.01590.05060.0012.34合计12.34+12.34=24.683列双孔布我右偏车道集中力712.8000140.00001.01590.00000.000.003列双孔布载右偏车道均载左712.800037.50001.01590.056013.660.003列双孔布载右偏车道均载右712.800037.50001.01590.05600.0013.66

86合计13.66+13.66=27.333列双孔布载右偏车道集中力812.8000140.00001.01590.00000.000.003列双孔布载右偏乍道均载左812.800037.50001.01590.061514.990.003列双孔布载右偏车道均载右812.800037.50001.01590.06150.0014.99合计14.99+14.99=29.983列双孔布载右偏车道集中力912.8000140.00001.01590.00000.000.003列双孔布载右偏车道均载左912.800037.50001.01590.066916.320.003列双孔布载右偏车道均载右912.800037.50001.01590.06690.0016.32合计16.32+16.32=32.643列双孔布载右偏车道集中力1012.8000140.00001.01590.00000.000.003列双孔布载右偏车道均载左1012.800037.50001.01590.072417.650.003列双孔布载右偏车道均载右1012.800037.50001.01590.07240.0017.65合计17.65+17.65=35.293列双孔布载右偏车道集中力1112.8000140.00001.01590.39200.0055.753列双孔布载右偏车道均载左1112.800037.50001.01590.180443.990.003列双孔布载右偏车道均载右1112.800037.50001.01590.18040.0043.99合计43.99+99.74=143.723列双孔布载右偏车道集中力1212.8000140.00001.01590.22400.0031.863列双孔布载右偏车道均载左1212.800037.50001.01590.141934.590.003列双孔布载右偏车道均载右1212.800037.50001.01590.14190.0034.59合计34.59+66.45=101.043列双孔布载右偏乍道集中力1312.8000140.00001.01590.38400.0054.613列双孔布载右偏车道均教左1312.800037.50001.01590.189246.130.003列双孔布载右偏车道均载右1312.800037.50001.01590.18920.0046.13合计46.13+100.74=146.873列双孔布裁右偏车道集中力1412.8000140.00001.01590.22400.0031.863列双孔布载右偏乍道均载左1412.800037.50001.01590.152837.250.003列双孔布载右偏车道均载右1412.800037.50001.01590.15280.0037.25合计37.25+69.10=106.353列双孔布载右偏车道集中力1512.8000140.00001.01590.38400.0054.613列双孔布载方偏个道均载左1512.800037.50001.01590.200148.780.003列双孔布载方偏午道均载右1512.800037.50001.01590.20010.0048.78合计48.78+103.40=152.183列双孔布载右偏车道集中力1612.8000140.00001.01590.39200.0055.753列双孔布载右偏车道均载左1612.800037.50001.01590.207650.620.003列双孔布载右偏车道均载右1612.800037.50001.01590.20760.0050.62合计50.62+106.37=156.993列双孔布载右偏车道集中力1712.8000140.00001.01590.23200.0033.003列双孔布载右偏乍道均载左1712.800037.50001.01590.171241.740.003列双孔布载右偏车道均载右1712.800037.50001.01590.17120.0041.74合计41.74+74.73=116.473列双孔布我右偏车道集中力1812.8000140.00001.01590.16800.0023.893列双孔布载右偏车道均载左1812.800037.50001.01590.159938.980.003列双孔布载右偏车道均载右1812.800037.50001.01590.15990.0038.98

87合计38.98+62.88=101.863列双孔布载右偏车道集中力1912.8000140.00001.01590.00000.000.003列双孔布载右偏乍道均载左1912.800037.50001.01590.121429.590.003列双孔布载右偏车道均载右1912.800037.50001.01590.12140.0029.59合计29.59+29.59二59.183列双孔布载右偏车道集中力2012.8000140.00001.01590.00000.000.003列双孔布载右偏车道均载左2012.800037.50001.01590.126830.920.003列双孔布载右偏车道均载右2012.800037.50001.01590.12680.0030.92合计30.92+30.92=61.833列双孔布载右偏车道集中力2112.8000140.00001.01590.00000.000.003列双孔布载右偏车道均载左2112.800037.50001.01590.132232.240.003列双孔布载右偏车道均载右2112.800037.50001.01590.13220.0032.24合计32.24+32.24=64.493列双孔布载右偏车道集中力2212.8000140.00001.01590.00000.000.003列双孔布载右偏车道均载左2212.800037.50001.01590.137733.570.003列双孔布载右偏车道均载右2212.800037.50001.01590.13770.0033.57合计33.57+33.57=67.144列双孔布载右偏车道集中力112.8000140.00001.01590.00000.000.004列双孔布载右偏车道均载左112.800037.50001.01590.055213.460.004列双孔布载右偏车道均载右112.800037.50001.01590.05520.0013.46合计13.46+13.46=26.924列双孔布载右偏车道集中力212.8000140.00001.01590.00000.000.004列双孔布载右偏车道均教左212.800037.50001.01590.058514.270.004列双孔布载右偏车道均载右212.800037.50001.01590.05850.0014.27合计14.27+14.27=28.544列双孔布载右偏车道集中力312.8000140.00001.01590.00000.000.004列双孔布载右偏乍道均载左312.800037.50001.01590.061815.070.004列双孔布载右偏车道均载右312.800037.50001.01590.06180.0015.07合计15.07+15.07=30.154列双孔布载右偏车道集中力412.8000140.00001.01590.00000.000.004列双孔布载方偏车道均载左412.800037.50001.01590.065115.880.004列双孔布载方偏午道均载右412.800037.50001.01590.06510.0015.88合计15.88+15.88=31.764列双孔布载右偏车道集中力512.8000140.00001.01590.00000.000.004列双孔布我右偏车道均载左512.800037.50001.01590.068416.690.004列双孔布载右偏车道均载右512.800037.50001.01590.06840.0016.69合计16.69+16.69=33.374列双孔布载右偏车道集中力612.8000140.00001.01590.00000.000.004列双孔布载右偏乍道均载左612.800037.50001.01590.071717.490.004列双孔布载右偏车道均载右612.800037.50001.01590.07170.0017.49合计17.49+17.49=34.994列双孔布我右偏车道集中力712.8000140.00001.01590.00000.000.004列双孔布载右偏车道均载左712.800037.50001.01590.075118.300.004列双孔布载右偏车道均载右712.800037.50001.01590.07510.0018.30

88合计18.30+18.30=36.604列双孔布载右偏车道集中力812.8000140.00001.01590.15410.0021.924列双孔布载右偏乍道均载左812.800037.50001.01590.118728.940.004列双孔布载右偏车道均载右812.800037.50001.01590.11870.0028.94合计28.94+50.85二79.794列双孔布载右偏车道集中力912.8000140.00001.01590.18760.0026.684列双孔布载右偏车道均载左912.800037.50001.01590.130831.880.004列双孔布载右偏车道均载右912.800037.50001.01590.13080.0031.88合计31.88+58.56=90.454列双孔布载右偏不道集中力1012.8000140.00001.01590.32830.0046.694列双孔布载右偏车道均载左1012.800037.50001.01590.170941.670.004列双孔布载右偏车道均载右1012.800037.50001.01590.17090.0041.67合计41.67+88.36=130.024列双孔布我右偏车道集中力1112.8000140.00001.01590.32830.0046.694列双孔布载右偏车道均载左1112.800037.50001.01590.174242.470.004列双孔布我右偏车道均载右1112.800037.50001.01590.17420.0042.47合计42.47+89.16=131.644列双孔布载右偏车道集中力1212.8000140.00001.01590.18760.0026.684列双孔布载右偏车道均载左1212.800037.50001.01590.140734.300.004列双孔布载右偏车道均载右1212.800037.50001.01590.14070.0034.30合计34.30+60.98=95.284列双孔布载右偏乍道集中力1312.8000140.00001.01590.32160.0045.744列双孔布载右偏车道均教左1312.800037.50001.01590.179143.660.004列双孔布载右偏车道均载右1312.800037.50001.01590.17910.0043.66合计43.66+89.40=133.054列双孔布载右偏车道集中力1412.8000140.00001.01590.18760.0026.684列双孔布载右偏乍道均载左1412.800037.50001.01590.147335.910.004列双孔布载右偏车道均载右1412.800037.50001.01590.14730.0035.91合计35.91+62.59=98.514列双孔布载右偏车道集中力1512.8000140.00001.01590.32160.0045.744列双孔布载方偏个道均载左1512.800037.50001.01590.185745.270.004列双孔布载方偏午道均载右1512.800037.50001.01590.18570.0045.27合计45.27+91.01=136.284列双孔布载右偏车道集中力1612.8000140.00001.01590.32830.0046.694列双孔布我右偏车道均载左1612.800037.50001.01590.190746.500.004列双孔布载右偏车道均载右1612.800037.50001.01590.19070.0046.50合计46.50+93.20=139.704列双孔布载右偏车道集中力1712.8000140.00001.01590.19430.0027.634列双孔布载右偏乍道均载左1712.800037.50001.01590.159038.760.004列双孔布载右偏车道均载右1712.800037.50001.01590.15900.0038.76合计38.76+66.39=105.154列双孔布我右偏车道集中力1812.8000140.00001.01590.14070.0020.014列双孔布载右偏车道均载左1812.800037.50001.01590.148336.150.004列双孔布载右偏车道均载右1812.800037.50001.01590.14830.0036.15

89合计36.15+56.16=92.304列双孔布载右偏车道集中力1912.8000140.00001.01590.00000.000.004列双孔布载右偏乍道均载左1912.800037.50001.01590.114727.970.004列双孔布载右偏车道均载右1912.800037.50001.01590.11470.0027.97合计27.97+27.97=55.954列双孔布载右偏车道集中力2012.8000140.00001.01590.00000.000.004列双孔布载右偏车道均载左2012.800037.50001.01590.118028.780.004列双孔布载右偏车道均载右2012.800037.50001.01590.11800.0028.78合计28.78+28.78=57.564列双孔布载右偏车道集中力2112.8000140.00001.01590.00000.000.004列双孔布载右偏车道均载左2112.800037.50001.01590.121429.590.004列双孔布载右偏车道均载右2112.800037.50001.01590.12140.0029.59合计29.59+29.59=59.174列双孔布我右偏车道集中力2212.8000140.00001.01590.00000.000.004列双孔布载右偏车道均载左2212.800037.50001.01590.124730.390.004列双孔布我右偏车道均载右2212.800037.50001.01590.12470.0030.39合计30.39+30.39=60.79计入冲击系数，得到双孔加载使得支反力合计最大。汽车冲击系数未计入。2.3桥台盖梁计算1正常使用裂缝宽度计算1।।横分系数采用1裂缝宽度限值mm|偏载支点过渡跨中比值|III不计冲击力i11偏载杠杆法支点过渡偏压法跨中，111对称杠杆法|0.200|0.025|।।1原始数据表单位:kN-m制注：横向加载位置仅按左偏、右偏、里对称、外对称加载。1车道荷载I1车辆荷载11人群集度1车道数1车道车辆荷载提高系数11111城-A级।11城-A级车辆।1|3.500411|0.000111注：1、加载方式为自动加载。重要性系数为1.1。2、横向布载时车道、车辆均采用1到4列分别加载计算。车道荷载数据i边孔搭板均加载集中力i边孔加载集中力i搭板加载集中力i边孔搭板均加载均载i边孔加载均载i搭板加载均载i।।।।।।।|140.0001111|140.000|140.000|।।।37.500|37.500|1137,500|注：集中荷载Pk已经乘以1.2系数，使得竖直力效应最大。双孔加载按左孔或右孔的较大跨径作为计算跨径。i车道边轮距护轮带i1I横向轮数|「2轮距1i轮距合计i2列车横向近轮距i1III|0.600|।।21|1.800।1|1.800।।1|1.300|।।车辆荷载数据

90।车辆轴数ir2轴距i1II2~3|3、4|4~5।।i轴距合计i।।।।।|5|3.600|।।1iiii1.200|6.000|7.200|18.000|।I।I11轴重I2轴重|1113轴重|4轴重|5轴重|轴重合计|1111111|60.0|140.0|।।।11140.0|200.0|160.।।।।01700.0|IIi车辆边轮距护轮带।横向轮数111「2轮距|轮距合计1II2列车横向近轮距|1I1\|0.60012।।11|1.800|1.800।।11|1.300|।1边孔搭板、边孔、搭板分别加载时对应的冲击系数i加载方式i边孔搭板同时加载i边孔加载i।।।।搭板加载i1i冲击系数i分别使用边孔、搭板i-i1111।।注：桥台“边孔搭板均加载''的冲击系数分别采用边孔加载、搭板加载对应的冲击系数。上部横断面宽度数据i右偏角（度）i桥面净宽i左护栏宽1IIi左人行宽i左隔离栅宽i右隔离栅宽iiiii右人行宽i右护栏宽i1I।1।|135,000|16.000|0.300।।।iiiiI5.700|0.000|0.000|iiii।15.700|0.300|1।梁（板）数、梁（板）横向距离|左右支座|梁板数|间距1〜2|2〜3|3~4।।।।।|4-5|5〜6|6〜7|7〜8|8-9|9"10|।।।।।।।।।।10F|1T12|12〜13|13〜141II।।।।।।।।।।।।|对称|22|1.25|1.25|1.25|1.25|1.25|1.25|1.25|1.25|1.25|।1।1।।।1।।।।1111.25|1.25|1.25|1.25।।।|14~15|15^16|16、17|17"18|18^19।।।।।|19〜20|20、21|21~22|_|11I।।।।।।।।।|1.25|1.25|1.25|1.25|1.25|1.25|1.25|1.25|।IIIIIIII每片上部梁（板）、搭板恒载反力i梁（板）编号i1号i2号i3号i1iiii।।।।।4号|5号|6号|7号|8号|1111I1119号|10号|11号112号1II111I边孔支反力|177.5|134.1|134.1|1111111111134.1|134.1|132.4|132.4|132.4|11111111132.4|132.4|132.4|132.41II1搭板支反力10.0|0.010.0111111111110.010.010.010.010.01111111110.010.010.010.01111|合计|177.5|134.1|134.1|11111f1111134.1|134.1|132.4|132.4|132.4|।।।।।111132.4|132.4|132.4|132.4।।[|13号|14号|15号|16号|17号11111118号i19号|20号i21号|22号i合计i11111111111|132.4|132.4|132.4|132.4|132.H1111।।।।।4|134.1|134.1|134.1|134.1|177.H1111——।।5|3016|T-T

910.0|0.0|0.0|0.0|0.0|0.0|0.0|0.0|0.0|0.0|0I|132.4|132.4|132.4|132.4|132.4|134.1|134.1|134.1|134.1|177.5|3016|边孔、搭板跨径数据i边孔标准跨径i边孔计算跨径i边孔支座与背墙斜距i搭板折算标跨i搭板折算计跨i搭板支座与背墙斜距i।।।।।।।।।।|13.00|12.60|।।।10.201!।4.20|1114.00|0.10|।।1位置|II1号边梁与桥面护栏外侧垂直距离|11号边梁与盖梁端垂直距离!1靠左侧孔支撑1II0.8751110.875|i靠右侧孔支撑i।।0.8751!10.875|I裂缝C3值|拉筋重心距।|I压筋重心距|1I上通筋数11下通筋数|支点弯矩削峰|1I1自动计算10.071111|0.07|1।1。11110|0.90|।।I混凝土等级|主筋种类|主筋直径mm|侧筋种类।।।।11侧筋直径mm1箍筋种类|箍筋直径mm|1II1IIC30|HRB335钢筋|।।1128|HRB335钢筋।1|12111HRB335钢筋|12|।।i斜筋计算方式采用i■I侧面筋间距i碎和箍筋承担分配系数i裂缝计算中钢筋直径系数i।।।1给定碎和箍筋共同承担分配系数111।15.00|।0.60।।|1.30|।।附注：柱附近的盖梁箍筋要加密。挡块数据i挡块设置i挡块盖梁i挡块宽度i挡块高度i左距梁端i右距梁端1111111帽轴向斜坡宽1正斜坡段高11IIi两侧设置i齐平i0.21111।।।|0.40|0.0010.00।।।f11|0.00|0.00|111i盖梁全长i1I盖梁宽度i1盖梁悬距i变高悬长i111।|39.60|।।1.30|14.3211|0.00|11i盖梁截面i1盖梁端部高I11盖梁跨中高11矩形截面1111.2011111.20|।台身数据i台身截面形状i台柱高i柱直径i柱数।1111柱距广2H2~313~4||11

921圆形截面1111.00|11.20|4|10.32|10.32|10.321111桥台耳背墙数据i耳墙设置i11耳墙长度i耳墙厚度i耳墙外端高度i耳墙根部高度i耳墙底水平斜长।两侧设置।।।3.00।t11|0.50|0.50|2.10|0.00iiiii背墙形式i背墙宽i背墙高i搭板墙宽i搭板墙高i牛腿端高i牛腿变化高i牛腿底进背墙1IIIIIII1111।111|牛腿式|0.35|0.90|0.30|0.30|0.30|0.30|0.001।।।।।।।I1桥头搭板线载kN/m1背墙总厚度m111115.601|0.351盖梁计算方式1।11基础类型|墩台身混凝土等级|桩基混凝上等级1I1按线刚比判断1111桩基单排桩1C30|C3011i桩基特性i।।桩侧土比例系数i桩端士比例系数i土内摩擦角i盖梁顶至冲刷线距।111挖孔或灌注桩1118000.C111|12000.0|22.0|2.200।।।桩基数据i桩截面形状।I11桩基直径i桩基长度i冲刷段桩长1।圆形截面।111।11.20|25.00|0.00।।注：桩基长度包括冲刷段桩长。i盖梁计算跨径mi11立柱计算高度mi盖梁线刚度Mpa*m4/m\立柱线刚度盖梁与立柱线刚度比।1।11|10,321।i1.00।।।|544.08|3053.63|0.18।।।注：盖梁与立柱线刚度比小于或等于5,按刚架计算盖梁。立柱计算高度以冲刷线或设计地面线起算。|盖梁计算跨径mI盖梁高度m|盖梁跨高比1I।|10.32।11|1.20|8.60।।注：盖梁截面按钢筋混凝土一般构件配筋计算。i桩计算宽度i11土变形系数i等效框架高度i等效框架面积i等效框架惯矩i等效框架距离iiii11|1.9800|।।0.3651।1tt|5.0729|0.1741|0.0229|0.6803iiii注：1、冲刷线以下?/4扩散到桩端处底面积A0=28.411m2°

932、桩端竖向地基系数C0=300000kN/m3,由桩端士比例系数12000kN/m4乘以桩埋深251n（小于10m以10m计）计算得到。3、等效框架示意图如下4+II柱地面线或冲刷线//\\//\\//\\//\\盖梁++H+H+++IIIII柱IIIIII—++承台视为刚性+H+H++一等效面积等效框架高度IlliIII<--1IIIK-等效框架1111+一等效惯矩//\\〃\\固结〃\\//\\等效框架距离盖梁强度、裂缝计算活载支反力表（表1）i内容i1I加载方式边跨反力i1搭板反力总轴重冲击系数i1I■车列走向11重轴距原点|重车轴重|।।11।।1i_边孔搭板122.8|17.40.01।|0.0000|111110.00|10|।人群/米।IL.边孔加载1122.8|10.00.011|0.00001111110.00110|1r111I搭板加载110.0|17.40.0t十|0.000011111110.00110|111!1|_边孔搭板1217.8|1151.0540.0i采用单孔i[11向右行驶1I1-1.60|1700|1r11辆车辆1边孔加载11360.0|10.0480.0-[1|0.3500|I1向右行驶1I1-1.60|1700|1r1!11搭板加载110.0|1245.0280.011|0.35001向右行驶111-0.40|1700|11111|_边孔搭板11243.8|1222.31采用单孔11I11111-|11列车道11|_边孔加载11386.0|10.011|0.3500|1I11111-1r1iI1搭板加载1110.0|1222.311|0.3500|t।111111注：1、“人群/每米”指横向1米宽度的支反力，不是总宽度对应的支反力。总宽度为11.4米。2、“总轴重”指一联加载长度内（边孔或搭板加载）的轮轴总重。计算水平制动力使用。3、“边孔、搭板支反力”未计入汽车冲击力的作用。4、双孔加载车道均布荷载、集中荷载的跨径采用“单孔左或右跨不利作为计算跨径，5、边孔与搭板、边孔、搭板分别加载车道均布荷载为37.5、37.5、37.5kN/m,集中荷载为140、140、140kN。6、边孔、搭板支反力合计：人群荷载30.UkN/m,1辆车辆荷载368.778kN,1列车道荷载466.106kN。7、边孔（或搭板）加载时同1辆车的前后轮轴可作用在搭板（或边孔）内，保证单孔支反力最大，另一孔即便有轮轴支反力仍未计。见示意图。①单孔内加载不进入另一孔一十

941111H4--单孔内加载-＞轮轴不进入另一孔卜另一孔++—11tR计算ttR另孔=0tt计算墩②可进入另一孔但只计单孔不计另一孔++++4-+IIIIII-＞轮轴进入另一孔单孔内加载II另一孔ttR计算ftR另孔存在但视为0参与计算tfI计算墩8、边孔搭板均加载冲击系数采用单孔指边孔以上荷载取边孔、搭板以上荷载取搭板对应冲击系数。活载反力和冲击系数表（表2）i内容i11人群kN/mi车道荷载1车道冲击11车道反力i车辆荷载1车辆冲击|।1车辆反力1111边孔搭板均加载11130.11|466.11采用单孔11629.21|368.81采用单孔i1497.9|1边孔加载1122.81|386.0110.350|1521.11|360.0110.350|1486.0|i搭板加载i17.41|222.3110.350|1300.11|245.0110.350|1330.8|1采用值111-1।1-1।629.211-।1-11497.9|注：1、线荷载为65.85kN/m,指盖梁、耳背墙、搭板总重量除以盖梁长度得到的每延米重量。2、车道和车辆边孔搭板、边孔、搭板加载均指1列荷载作用，采用值已计冲击系数。3、乍道边孔搭板均加载控制，乍辆边孔搭板均加载控制。梁（板）横向分配系数表（表3）।'梁（板）i编41'11'2|’3|'4|’5|'6|।7\8|19|10|11|12|113I141I15|16|17|18|19|20|111111121|122|1合计111111111111111111111111111r_|11111偏心法左偏111111|0.84610.79010.734|0.678|0.622|0.566|10.511|\0.455|10.3991n0.343|0.287110.23110.17510.119|0,064|0.008|-0.048|-0.104|-0.160|-0.1111111216|-0.272|-0.।।328|5.700|।।111I1111111111111I111I11_i1I人群|偏心法右偏111111|-0.328|-0.272|-0.216|-0.160|-0.104|-0.048|10.008|10.064|10.119|0.175|0.231110.28710.343|0.39910.455|0.511|0.566|0.622|0.678|0.1111111734|0.1790|0.1846|5.700|111111111111111111111111।11111杠杆法对称111111|1.332|1.118|1.250|1.250|0.744|0.006|10.000110.000|10.000|0.000|0.000110.00010,000|10.000|0,000|0.000|0.006|0,744|1.250|1.।।।।।।।250|1.।118|1.1332|11.।400|11111111111111111LL1J111L11

9510.0481I1偏心法左偏0.04310.03711|0.107|0.101|0,095|0.089|0.084|0.078|0.072|0,066|0.060|0.031|0,025|0,019|0.013|0.007|0.001|-0.004|-0.010|-0.016|1.1IIIII11110.054|000|11111I11111111111111111111t10.04311111偏心法右偏0.048|0.054|1ttt1t1111|-0.016|-0.010|-0.004|0,001|0,007|0,013|0,019|0.025|0.031|0.060|0.066|0.072|0.078|0.084|0.089|0.095|0.101|0.107|1.11111111110.037|000|11I1।।1111111111।।।i।।।।।1,j111111111111|1杠杆法里对称|0.000|0.00010.000|0.00010.000|0.00010.00010.00010.000|0.390|0.390|0.110|0.000|0.000|0.000|0.000|0.000|0.000|0.000|0.000|0.000|1.11ASK左楠1111111111Ln0.110|000|।1।111111111111111111111111110.390|1111111।1111|杠杆法外对称|0.000|0.000|0.000|0.000|0.000|0.000|0.000|0.000|0.000|0.39010.11010.00010.000|0.000|0.00010.00010.00010.00010.000|0.000|1.111111111110.110|000|1111IIIIII।।।।1111111111110.00011111杠杆法左偏0.00010.00011111111111|0.00010.00010.00010.00010.21010.290|0,490|0,010|0,000|0.00010.00010.00010.00010.00010.00010.00010.00010.00011.11111111110.0001000111111111111111111111111111_J110.00011111杠杆法右偏0.00010.00011111111111|0.000|0.000|0.00010.000|0.00010.00010.00010.000|0.00010.00010.01010.49010.290|0.210|0.000|0.000|0.000|0.000|1.11111111110.0001000|111111111111111111111111111110.095|I111偏心法左偏0.08610.077111111111111|0.185|0.176|0.167|0.158|0,149|0,140|0.131|0,122|0,113|0.104|0.069|0,060|0,051|0,042|0,033|0.024|0.015|0.006|-0.003|2,000|।।।।।।।।।।।11111IIIIII।।।।।i।।।।।।।1T10.08611111偏心法右偏0.09510.104111111111111|-0.003|0.006|0.015|0.024|0.033|0,042|0,051|0.060|0.069|0.077|0.113|0,122|0,131|0.140|0.149|0,158|0,167|0,176|0.185|2.000|।।।।।।1111111111111111111।।।i।।।।।1I11111111111I1|1杠杆法里对称|0.00010.00010.00010.00010.00010.00010.00010.00010.23010.280|0.490|0.490|0.280|0.230|0.000|0.000|0,000|0,000|0.000|0.000|0.000|0.000|2.000|1本植1111111111111乙牺牛刑1111111111111111111111111110.000|I111111111111I杠杆法外对称10.000|0.000|0.000|0.000|0.210|0.290|0.490|0.010|0.000|0.000|0.00010.00010.00010.01010.490|0.290|0,210|0,000|0,000|0.000|0,000|2,000|।।1।।।।1।।1111iiiiiiiiiiiiiiiiiii1110.00011||1杠杆法左偏0.00010.00011IIiiIiIIii|0.00010.00010.00010.000|0,210|0,290|0,490|0,480|0,280|0,250|0.00010.00010.00010.00010.00010.00010.00010.00010.00012.000111111111111111111111111111111i1111I110.000|1111杠杆法右偏0.000|0.250|11111111111|0.000|0.00010.00010.00010.00010.00010.00010.00010.00010.00010.280|0.480|0.490|0.290|0,210|0.000|0,000|0.000|0.000|2.000|1111111111111111111111111111111111111110.113|1111偏心法左偏0.105|0.0981I1111111111|0.18610.17910.172|0.164|0.157|0.150|0.142|0.135|0.128|0.120|0.091|0,083|0,076|0,069|0,061|0.054|0,046|0,039|0.032|2,400|iiiiiiiiiii111II111111IIII।1।।1।।।।1110.10511111偏心法右偏0.113|0.120|1111111111I|0.032|0,039|0.046|0,054|0,061|0,069|0,076|0.083|0.091|0,098|0.128|0,135|0.142|0.150|0.157|0,164|0,172|0,179|0.186|2,400|H1111111111-

9611杠杆法里对科|0.00010.00010.00010.00010.00010.000|0.000|0.280|0.224|0.384|0.31210.31210.384|0.22410.28010.000|0,000|0,000|0,000|i111110.000|0.000|0.000|2.400|■।।।।11-tH1111111111111111111111111110.312|111111111|杠杆法外对称|0.00010.00010.00010.00010.168|0.2320.312|0.088|0.000|0.008|0.392|0.232|0.168|0.000|11111111111|0.39210.00810.000|0.088|0.000|0.000|0.000|2.400|11111111111111111111111111_1111110.2241I1杠杆法左偏0.39210.0001111111|0.000|0.000|0.000|0.000|0.168|0.2320.00010.00010.000|0.00010.00010,000|1111111111|0.392|0.384|0.224|0.384|0.000|0.000|0.000|2,400|111111I11111111111111111110.392|1||1杠杆法右偏0.224|0.384|।111111|0.00010.00010.00010.00010.00010.0000.22410.384|0,392|0.232|0.168|0,000|।।।।।।Illi|0.00010.00010.00010.00010.00010.00010.00012.400|11111iiiiiiiiiiiiiIIiIIIIIIIIIii10.124|11I|偏心法左偏0.120|0.115|1111111|0.16910.16410.160|0,155|0.151|0.1460.111|0.106|0.102|0.097|0.093|0.088|1111111111|0.14210.13710.133|0.129|0.084|0.079|0.075|2.680|11111111It111—1111111111111__1III110.1201I11偏心法右偏0.124|0,129|I111111|0.075|0.079|0.084|0.088|0.093|0.0970.133|0.137|0,142|0.146|0.151|0.155|111I1I1111|0.102|0.106|0.111|0.115|0.160|0.164|0,169|2,680|1111111।।111111।।।।।।11111IIIIIIIII|1杠杆法里对称|0.00010.00010.00010.00010.00010.0000.32810.328|0,188|0.322|0,188|0,315|0.000|0.000|0,000|Illi|0.315|0,188|0,322|0.188|0.000|0.000|0.000|2.680|■।।।।1H-tH111111111111111111111111110.000I1|杠杆法外对称10.00010.00010.00010.00010.141|0.1940.000|0.168|0.188|0.322|0.328|0,194|0.141|0.000|I111111iiii|0.328|0.322|0.188|0,168|0.000|0.000|0.000|2.680|1111111।||1I।1IIII11I111111IIII110.1881I1杠杆法左偏0.328|0,328|I111111|0.000|0.000|0.000|0.000|0.141|0.1940.188|0.154|0,000|0.000|0,000|0,000|111111|0.328|0.322|0.188|0,322|0.000|0.000|0.000|2,680|111111I1||11111111111111111110.328111杠杆法右偏0.188|0.322|।111111|0.000|0.00010.00010.000|0.00010.0000.18810.322|0.328|0.194|0.141|0.000|।।।।।।1111|0.000|0.154|0,188|0.328|0.000|0.000|0.000|2.680|■।।।।11111111111111111111111111110.048|1।।I偏心法左偏0.043|0.037|1I1I1I।1II।|0.10710.10110.09510.089|0,084|0,078|0,072|0,066|0.060|0.054|0.031|0.025|0.019|0.013|0.007|0.001|-0.004|-0.010|-0.016|1.000|।।।।।■।।।।।111I।।।।।।111111IIII।IIII[10.0431I111偏心法右偏0.048|0.054|1111111|-0.016|-0.0101-0.004|0.001|0.007|0.0130.060|0.066|0,072|0.078|0,084|0,089|I1II1I1111|0.019|0.025|0,031|0,037|0.095|0.101|0.107|1,000|111111।1।।111111।1।।।।11111__1III111111111|1杠杆法里对称|0.00010.00010.00010.00010.00010.0000.39010.39010.110|0.000|0.000|0.000|0.000|0.000|0.000|11司左：*11111111111|0.00010.00010.000|0.110|0.000|0.00010.00011.000|1111115十班1111111111111111111111111111I1I1I1I|杠杆法外对称10.00010.00010.00010.00010.00010.0001111|0.00010.00010.00010.11010.390I0.390I0.110|0,000|0.000|0,000|0,000|0,000|0,000|0,000|0.000|0.000I1.000|

9711111杠杆法左偏11111111|0.000|0.00010.00010.00010.21010.290|0.490|0.010|110.00010.00010.000I10.000|0.000|10.000|0.000|0.000|0.000|0.000|0.000|0.000|0.000|0.111111111000|1.000|11111111111111111111111111110.0001I111杠杆法右偏0.00010.0001111111111|0.000|0.000|0.000|0.000|0.000|0.000|0.000|0.000|0.00010.010|0,490|0.290|0,210|0.000|0,000|0.000|0.111111111110.000|0.000|000|1,000|1111111111111111111111111111110.09511111偏心法左偏0.08610.0771111111111|0.185|0.176|0.167|0.158|0.149|0.140|0.131|0.122|0.069|0.060|0.051|0.042|0.033|0.024|0.015|0.006|-0.111111111110.113|0.1041003|2.000|II11111111111111I1111I1111_jI110.086|111I偏心法右偏0.095|0.104|111111111|-0.003|0.006|0,015|0.024|0.033|0.042|0.051|0.060|0.113|0.122|0,131|0.140|0.149|0.158|0.167|0.176|0.111111111110.069|0.0771185|2.000|1I111।।r1I11tl1l।।।।।।।।1111111111111I|杠杆法里对称I0.000|0.000|0.000|0.000|0.000|0.000|0.000|0.000I0.49010.49010.280|0,230|0.000|0,000|0.000|0,000|0,000|0.000|0,000|0.1H上*111111111L110.230|0.280|000|2,000|111十组|111111111111111111111111110.000111I11।I11II|杠杆法外对称10.00010.00010.000|0.00010.21010.290|0.490|0.010|0.000|0.00010.00010.01010.490|0.290|0.210|0.000|0.000|0.000|0.।।।।।।।1111I0.00010.000100012.000|1111IIIiiiiiiiii111111111\_J1110.000|11杠杆法左偏0.000|0.000|11111111l|0.00010.00010.00010.00010.21010.290|0.490|0.480|0.000|0.000|0.000|0.000|0.000|0.000|0.000|0.000|0.111111111110.28010.2501000|2.000|1I1111111111111111111111111110.00011111杠杆法右偏0.00010.2501।11111111|0.000|0.000|0.000|0.000|0.000|0.000|0.000|0.000|0.28010.480|0,490|0.290|0,210|0.000|0,000|0.000|0.।।।।।।।।।110.000|0.000I00012,000|1111111111111111111111111111110.11311111偏心法左偏0.10510.09811111111I1|0.186|0.17910.172|0,164|0,157|0.150|0.142|0.135|0.091|0.083|0.076|0.069|0.061|0.054|0.046|0.039|0.111111111110.128|0.1201032|2.400|1I11II1111111111111111111_jI110.105|1111偏心法右偏0.113|0.120|111111111|0.032|0.039|0.046|0.054|0.061|0.069|0.076|0.083|0.128|0.135|0.142|0.150|0.157|0.164|0.172|0.179|0.111111111\10.091|0.0981186|2.400|11111।।r1I11tl1l।।।।।।।।1111111111111||杠杆法里对称|0.000|0.000|0.000|0.000|0.000|0.000|0.000|0.280|0.312|0.312|0,384|0,224|0.280|0,000|0.000|0,000|0,000|0.000|0,000|0.1左潜111111111L110.224|0,384|000|2,400|।।1十心IIIIIIIIIIII111111111L1110.312|11I11I1I111|杠杆法外对称10.00010.00010.000|0.00010.168|0,232|0,392|0,008|0.312|0.088|0.000|0.008|0.392|0.232|0.168|0.000|0.000|0.000|0.।।1।।।।।।।1।0.00010.0881000|2.400|1111।1Iiiiiiiiii1111111111_jI110.224|1111杠杆法左偏0.39210.000111111111I0.000|0.000|0.00010.000|0.168|0.232|0.392|0.384|0.00010.00010.00010.00010.00010.00010.00010.00010.111111111110.22410.384|000|2.400|1111||11111111111111111111111杠杆法右偏11111111|0.00010.00010.00010.000|0,000|0.00010.000|0.0001110.000|0.0001

980.392|0.224|0.384|0.224|0.384|0.392|0.232|0.168|0.000|0.000|0.000|0.000|2,400|1111111111111—111111111111110.f124|I।1偏心法左偏0.120|0.115|1|0.169|0.164|0.160|0,155|0.151|0,146|0.111|0.106|0.102|0,097|0.093|0,088|0.11111110.142|084|0.10.137|0.133|0,129|079|0.075|2.680|11I111I11111111111111111110.11120|111偏心法右偏0.124|0.129|1111111|0.075|0.079|0.084|0.088|0.093|0.097|0.133|0.137|0.142|0.146|0.151|0.155|0.111111110.1021160|0.11110.106|0,111|0,115|164|0.169|2.680|11I11।।f111111।।।।।।1।111j1I111111111|1杠杆法里对称|0.000|0.00010.000|0.00010.000|0.00010.328|0.328|0.188|0.322|0.188|0.315|0.000|0.000|0.000|0.1H上潜1111111L11110.31510.18810.322|0.188|000|0.000|0.000|2.680|11111।।।IIIIII।।।।।।।11।।।J1110.10001|杠杆法外对称|0.000|0.000|0.000|0.000|0.141|0.194|0.000|0,168|0.188|0,322|0.328|0,194|0.141|0,000|0.1111111L0.328|0.322|0.188|0.168|000|0,000|0.000|2,680|iiii111IIIIII।111111।।।।।jII10.11188|||1杠杆法左偏0.32810.328|1111111|0.00010.00010.00010.00010.14110.194|0.188|0.154|0.000|0.000|0.000|0.000|0.1111111iiii0.328|0.322|0.188|0,322|000|0.000|0.000|2.680|iiii1111I1111111111111I1III111111杠杆法右偏111111|0.000|0.00010.000|0.00010.000|0.000110.00011110.154|0.188|0.328|0.328|0.188|0.322|0.188|0.322|0.328|0.194|0.141|0.000|0.000|0.000|0.000|2,680|注：1、表中横向分配系数采用“杠杆法（支点）过渡到偏心受压法（1/4跨）”，即纵向荷载位于支点与1/4跨之间按“杠杆法”与“偏心受压法”插值计算，1/4跨之间按“偏心受压法”计算。2、车道荷载布载两列及以上时横向分配系数值已经计入车列数和横向折减系数。3、人群横向分配系数已计入人行道宽度左、右人行道宽度5.7m、5.7mo4、两列车横向布置左偏、右偏、里对称、外对称示意。左偏H卜右偏横向折减系数表（表3_1）I横向布置设计车道数|।।111121113|1114111横向折减系数11111.000111.00011|0.8001i-110.67011

991梁（板）1编号11116112|11711314|5|6||18|19|20|2111117I8|9|I22|合计|1II10|1111112!131|14|15111111111111111i11111__।II111!7.0|1111偏心法左偏5.3|3.6|11|25.51.9|11|23.8|0.2|1I111111122.1|20.4|18.7|17.1|15.4|13.7|12.0|-1.5|-3.1|-4.8|-6.5|-8.2|-9.9|171.6|111111110.3|I8.6|1111I1111111111111।।।__I।I1111人8.6|111群|偏心法右偏10.3|12.0|11|-9.913.7|11|-8.2|15.4|1I1111111-6.5|-4.8|-3.1|-1.5|0.2|1.9|3.6|17.1|18.7|20.4|22.1|23.8|25.5|171.6|।।।।।।।5.3|17.0|11I111111।।।।।।।__।I।11110.0|■।।1杠杆法对称0.010.0|11|40.10.0|11|33.7|0.0|14-1।।।।।।37.6|37.6|22.4|0.2|0.0|0.0|0.0|0.2|22.4|37.6|37.6|33.7|40.1|343.3|■।।।।।।0.0|10.0111ft1111I1111IIII।।111111118.7|111i过渡法‘左偏16.1|13.6|11|47.211.0|11|44.6|8.4|1I111142.0|39.4|74.7|95.7|5.8|3.2|0.6|0.0|1111111149.9|29.1|26.5|0.0|0.0|671.8|11123.9|121.3|1111।।1111111111111111__11111।1i过渡法‘右偏21.3|23.9|26.5|1|0.029.1|I1|0.0|149.9|1I11111110.0|0.6|3.2|5.8|8.4|11.0|13.6|95.7|74.7|39.4|42.0|44.6|47.2|671.8|।।।।।।।16.1|118.7|11牛刑11।।1।11(1III1111111111194.2|1I111杠杆法里对称10.054.8|0.0|0.0|11t|0.010.011111I0.010.010.010.010.010.010.010.0111111r10.0|0.0|0.0|0.010.01497.9111154.8|1194.2|111|1।1।1111111111111111194.2|111II杠杆法外对称|0.054.8|0.0|0.0|111|0.010.011t1110.010.010.010.010.0|0.0|0.0|0.0|11111V\0.010.010.010.0|0.0|497.8|1II54.8|I194.2|11111।111111111111111111138.1|I1过渡法左偏34.1|30.2|1|81.426.3|11177.5|22.3|11111173.5|69.6187.8|108.1|18.4|14.4|10.5|6.6|1III111161.7|157.1|100.0|2.6|0.0|1252.1|1II89.9|142.0|111।।111111111।।।।111__।1I11।1i过渡法‘右偏42.0|89.9|100.0|1|0.0157.1|11|2.6|161.7|14-1111I116.6|10.5|14.4|18.4|22.3|26.3|30.2|108.1|87.8|69.6|73.5|77.5|81.4|1252.1|1।।।।।।34.1|138.1|11/牺1•祸I।।।1।11I1111III1।।11111I1243.9|1i杠杆法!k对称1'o.o139.4|114.5|0.0|111|0.0|0.01111110.0|0,010.010.01I0.0|0.0|0.0|0.0|11111110.010.01114.510.0|0.0|995.7|1II139.4|1243.9|111111।11111111111111__11111110.01111111杠杆法外对称|0.0|0.010.0|0.0|5.0|243.9|।11।11111110.0|0.01104.51144.4|243.9|5.0|0.0|144.4|104.5|0.0|0.0|0.0|0.0|995.7|iiiiiii0.0|10.0|1111||I111111111IIII1I1111129.4|11过渡法左偏43.2|39.9|11|82.136.7|H——1|78.9|33.4+-F111175.7|72.4|80.3|94.0||30.2|26.9|23.7|20.5|——1——11H111136.8|133.1|87.4|17.2|14.0|1470.3|11F130.2|1-84.4|1-

100—1111—11过渡法右偏I14.084.4|130.2|87.4|133.1|—111——1——1——1——11|17.2|20.5|23.7|26.9|30.2|33.4|36.7|39.9|136.8|94.0|80.3|72.4|75.7|78.9|82.1|1470.3|iiiiIIIII43.2|1129.4|...I1J晒1邮1fi।।।\1t1111\tr1i1155.3|1111I杠杆法里对称|0.0191.2|111.5|139.4|1111111111|0.010.010.010.010.010.01139.4|111.5|0.0|0.0|0.0|0.0|0.0|0.0|0.0|1194.8|IIII11111191.2|1155.3|1111111IIII11111111111111111155.3|1f111杠杆法外对称10.043.8|0.0|4.0|1I11111111|0.0|0.0|0.0|83.6|115.5|195.2|4.0|0.0|195.2|115.5|83.6|0.0|0.0|0.0|0,0|1194.8|iiiiIIIII43.8|1155.3|11111till111111||||।II1111114.6|1|||1过渡法左偏174.4113.7|73.9|63.8|1I11।11111|72.4|70.4|68.5|73.2|82.9|119.1|116.3|78.4|44.8|42.8|40.8|38.9|36.9|34.9|32.9|1584.7|IIIIIIIII114.6|L76.6|i111।।।till111111111过渡法右偏I32.976.6|114.6|78.4|116.3|11111111|34.9|36.9|38.9|40.8|42.8|44.8|63.8|73.9|119.1|82.9|73.2|68.5|70.4|72.4|74.4|1584.7|iiiiIIIII113.7|1114.6|114肥牛牺I|1111IIII11111111IIIII1111163.4|11111杠杆法里对称10.093.4|160.1|93.4|1|11111111|0.0|0.0|0.0|0.010.0|156.8|93.4|160.1|156.8|0.0|0.0|0.0|0.0|0.0|0.0|1334.2|||||IIIII93.4|I163.4|11111IIII1111111\10.011||||杠杆法外对称|0.083.4|93.4|160.1|1It1I11111|0.0|0.0|0.0|70.0|96.7|163.4|160.1|93.4|163.4|96.7|70.0|0.0|0.0|0.0|0.0|1334.2|iiiiIIIII83.4|10.01...11111|||\1t1111\tr11117.7|11过渡法左偏I44.715.3|12.8|10.4|1111111111|42.2|39.8|37.3|79.4|94.0|133.9|29.7|25.1|7.9|5.5|3.0|0.6|-1.9|-4.3|-6.8|629.2|iiiiIIIII22.6|120.2|11111111IIII111111IIIIIII1111过渡法‘右偏|」6.820.2|22.6|25.1|29.7|11万I本酒I1111111111-4.3|-1.9|0.6|3.0|5.5|7.9|10.4|12.8|133.9|94.0|79.4|37.3|39.8|42.2|44.7|629.2|iiiiIIIII15.3|117.7|111夕4胆11iiiitill111111111245.4|11111杠杆法里对称I0.069.2|0.0|0.0|1111111111|0.0|0.0|0.0|0.0|0.0|0.0|0.0|0.0|0.0|0.0|0.0|0.0|0.010.010.0|629.2|IIIIIIIII69.2|L245.4|i1111111till1111111I||||I1111245.4|11杠杆法外对称10.069.2|0.0|0.0|1111111111|0.0|0.0|0.010.010.0|0,010.010.010.0|0.0|0.0|0.0|0.0|0.0|0.0|629.2|iiiiIIIII69.2|1245.4|11111111IIII111111IIIIIII111136.1|1111过渡法左偏177.132.3|28.6|24.9|1|11111111|73.4|69.6|65.9|106.7|120.0|158.7|152.8|106.6|21.1|17.4|13.7|9.9|6.2|2.5|-1.3|1258.5|IIIIIIIII96.6|i39.8|11111।।1IIII1111111।1i过渡法‘右偏|；.339.8|96.6|106.6|152.8|11111111|2.5|6.2|9.9|13.7|17.4|21.1|24.9|28.6|158.7|120.0|106.7|65.9|69.6|73.4|77.1|1258.5|iiiiIIIII32.3|136.1|11，制平型11i11iIIII111111111I।।1杠杆法里对称I0.011111111|0.010.010.010.010.010.010.01144.7|176.2|308.3|308.3|176.2|144.7|0.0|0.0|0.0|0.0|0.0|0.0|0.0|0.0|1258.5|

101111——1——1——1——1111111111111111111_0.011___0.011I杠杆法外对称|0.0|0.0111111110.010.01132.11182.5|308.3|6.3|0.0|0.0|10.0|0.0|6.3|308.3|1111182.5|132.1|0.0|0.0|0.0|0.0|1258.5|111111111111111111111111111।।।1II1111127.1|111111过渡法左偏177.8|74.7|40.9|37.8|34.7|31.7111171.6|68.6|101.1|111.6||28.6|25.5|22.4|19.4|1III111142.5|137.7|100.7|16.3|13.2|1510.2|1II131.6|194.6|1111111111।।।1111__I1I11111111I过渡法右偏I13.2|16.3|94.6|131.6|100.7|137.7|142.5|111111119.4|22.4|25.5|28.6|31.7|34.7|37.8|111.6|101.1|68.6|71.6|74.7|77.8|1510.2|111111140.9|1127.1|11J夕华坦1III111I1111111111।।1II111196.3|11杠杆法里对称10.010.01241.6|141.0|176.2|0.0111111110.0|0.010.010.01|0.0|0.0|0.0|0.0|11111110.0|176.2|141.0|0.0|0.0|1510.2|1II241.6|1196.3|11111111111111111111111111196.3|I1111杠杆法外对称10.0|0.0|55.4|0.0|5.0|246.71III1110.0|0.0|105.7|146.0||146.0|105.7|0.0|0.0|IIII111246.7|5.0|0.0|0.0|0.0|1510.2|1II55.4|1196.3|11I1111||||1111IIII1111111119.5|111111过渡法左偏I70.4|68.6|117.7|85.9|77.0|42.41111111166.7|64.8|92.8|102.3||40.5|38.7|36.8|34.9|1III111128.9|125.6|95.3|33.1|31.2|1686.4|1II121.8|191.5|111t1111111111।।■।111__I1111iiiiiI|过渡法右偏|31.2|33.1|91.5|121.8|95.3|125.6|128.9|।।।।।।।34.9|36.8|38.7|40.5|42.4|77.0|85.9|102.3|92.8|64.8|66.7|68.6|70.4|1686.4|।।।।।।।117.7|1119.5|I14外牛型I1II111111III।।।1II111206.6|11杠杆法里对称10.010.0|118.0|202.4|118.0|198.11110.0|0.0|0.0|0.0||0.0|0.0|0.0|0.011111111198.1|118.0|202.4|0.0|0.0|1686.4|1II118.0|1206.6|11I1111111111111111111__I1III110.0|I11111杠杆法外对称|0.0|0.0105.4|118.0|202.4|206.6|111111111110.0|0.0|88.5|122.3|206.6|202.4|118.0|122.3|88.5|0.0|0.0|0.0|0.0|1686.4|।।।।।।।105.4|।0.0|।।1।।।।till1■注：1、“过渡法”山纵向影响值结合横向分配系数由杠杆法过渡偏心法计算得到。点击【纵向影响线】按钮查看详细计算。上部梁（板）恒载作用截面内力表（表5）।।।।।।1梁'板位置'|1'|2'|3'|4'|।5i161।7|8।।।।।।।।।|9|10|11|12|13|14|15|16|17|18|19|20|21|22|1IIIII1I1111111111111II1-1——1——1——1——1——1|坐标cm|124|301|477|654|1831|11008|11184|13611t1111111|1538|1715|1892|2068|2245|2422|2599|2775|2952|3129|3306|3483|3659|3836|111111111111111111111111—1——1——1——1——1——1|左弯矩kN-m|0|-314|-508|10|1290|1333|1142|-282111111111|-376|92|326|326|92|-376|-282|142|333|290|10|-508|-314|0|।।।।।।1।।।।।।।।।।।।।।।।।।।।।।।।।।।।111J11

102|右弯矩kN-m|0|-314|-508|10|290|333|142|-282|-376|92|326|326|92|-376|-282|142|333|290|10|-508|-314|0|I1——I——I——I——I——I——I——I——I——I——I——I——I——I——I——I——F|左剪力kN|0|-177|427|293|159|24|-108|-240|397|265|132|0|-132|-265|373|240|108|-24|-159|-293|312|177||右剪力kN|-177|-312|293|159|24|-108|-240|-373|265|132|0|-132|-265|-397|240|108|-24|-159|-293|-427|177|0|1IlliIlliI1111桩柱位置11柱左11柱中11柱右1中14柱左|4柱中|4柱右|11111广2跨中|2柱左|1I2柱中|12柱右|12〜3跨中113柱左|।3柱中|3柱右|3〜4跨1111।h1坐标cm|3012|3480|1H384|3528|1।——1432|3576|1।480|194811|1416|1111464|I11512|119801i112448|1।2496|1।2544|111_1h|左弯矩kN-m|318|-501|1I1h-573|-703|11——1-722|-573|11-501|131811|-486|1I1-664|I1-480|13261111-480|11-670|11-486|111-1H1右弯矩kN-m|318|-501|1|_1H-573|-722|111-703|-573|11-501|13181\|-486|1I1-670|11-480|13261111-480|I1-664|11-486||11___1h1左剪力kN|-24|-293|IL_1h-312|-427|111-312|312|11293|12411|-373|1I1-373|11397|101111-397|11-397|1r373|1111p1右剪力kN|-24|-293|11tH-312|312|।11427|312|।1293|।2411|-373|।।1397|।1397|।01111-397|।1373|।1373|।注：1、耳墙、背墙、挡块、盖梁比重均按25kN/m3取用。耳墙挡块恒载作用截面内力表（表5」）1梁‘板位置‘11'12||s||4*|17|18|19|20|21|22|1IIIII51(617|8|9|10|11|12|13|14|1111111115|116|1111II11111t1111111111111|坐标cm|124|301|477|654|2952|3129|3306|3483|3659|3836|111111831|11008|11184|1361|1538|1715|1892|2068|2245|2422|111111112599|12775|11111111111111111111111111f1111|左弯矩kN-m|-35|-104|-79|-61|-24|-42|-61|-79|-104|-35|।।।।।।-42|1-24|1-6|13|9|9|9|9|9|9|1111111113|।-6|।।।।।।।।।।।।।।।।।।111J11

103|右弯矩kN-m|-35|-104|-79|-61|-24|-42|-61|-79|-104|-35|।।।।।।-42|I-24|1-6|113|19|919|19|9119|1113|1-6|L1111।।1111I1111111111左剪力kN-10|-10|11111I-39|-39|10|10|-10|-10|39|39|111111011101110|110|10|010|010110|11-10|1-101!_11I1111।।।1\1111t1111t11I右剪力kN-10|-10|1III)|-39|-39|10|10|-10|-10|39|39|1111110|11011101110110|0110|10|0110|11-10|1-10|1111।111II111I11111桩柱位置中14柱左111柱左11柱中11柱右14柱中|4柱右|11111~2跨中|2柱左|I12柱中|12柱右|2〜3跨中।|3柱左|I।3柱中|3柱右।I3〜4跨_(111111।1।111।11।1111|坐标cm|384|3012|3480|3528|।।।1432|3576|1480|1948111416|11464|I1512|11980|2448|1I2496|125441_|1I1111111111111111|左弯矩k\-m-30|-79111|-136||-84|1I1-155|-136|1-79|1-301118|123|।9119|9|911181_(1111I111111111111I右弯矩kN-m-30|-79111|-136||-155|1I1-84|-136|1-79|1-301118|191191I9|9|II23|1181J11111I1111r11111T11左剪力kN-10|-10I11|-39||-10|1I1-39|39|110|1101110|I101I011010|1I0|1-101_|11111I111111111I111右剪力kN-10|-1011|-39||39|10|39|10|10110|01010101-10|-101注：1,耳墙恒载力2个。距盖梁左0.354m,重38.32kN,距盖梁左39.244m,重38.32kN。2、挡块恒载力2个.距盖梁左0.145m,重0.82kN,距盖梁左39.453m,重0.82kN.指定位置（例如管线）作用力个数0,不输出《其他指定位置（例如管线）恒载作用截面内力表（表5_2）》。盖梁自重作用截面内力表（表6）111111।511।61I।।7|8|1I।9|I।1011i111I12|।1113|14|11-i15|1i16|11梁'板位置’117|18|19I1111112|3|4||20|21|22|1111।।II।।-1——1——1——1——1——1|坐标cm|124|301|477|654|2952|3129|3306|3483|3659|3836|1111111831|I11008|1111184|1361|1I11538|।11715|1Illi1892|2068|2245|2422|।i।।12599|112775|11—1——H-I左弯矩kN-m|1111-1——1——1——1-50|-297|-454|-4|1239|1277|11109|-265|1-347|164|1270|1270|1164|-347|1-265|1109|

104277|239|-4|-454|-297|-50|111111111111111111-~~1——H~~H—H~H-1'|右弯矩kN-m|-50|-297|-454|-4|239|277iiii|109|-265|-347|।64|270|।।।270|64|-347|-265|109|277|239|-4|-454|-297|-50|1IIIIIi1111111111111f111—1——1——1——1——1——1I左剪力kN|-81|-198|312|196|80|-37I।।|-153|-270|1291|।175|158|।I।-58|-175|-291|1270|1153|37|-80|-196|-312|198|81|1111111।।।।1।।।111111111—1——1——1——1——1——1|右剪力kN|-81|-198|312|196|37|-80|-196|-312|198|81|111111180|-37III|-153|-270|)।11291|1175|1।58|।111-58|-175|-291|।।।I270|।1153|।।।।।IIr2跨中2柱左I12柱中।1|2柱右|2~3跨中1|3柱左।।।I3柱中|3柱右|3~4跨1桩柱位置11柱左11柱中11柱右中1_14柱左|4柱中|4柱右|111111I1111111111।111111111111|坐标cm|384|3012|3480|3528|।।।1432|3576|1480|94811416|14641|1512|1I1980|24481|2496|112544|1111111111111111|11|左弯矩kN-m|-484|287|-446|-603|।।।1-613|-484|1-446|2871-422|-5771|-426|1I296|-4261..|-581|1I-422|1।111111111111111।।।|右弯矩kN-m|-484|287|-446|-613|।।।1-603|-484|1-446|2871-422|-5811|-426|1I296|-4261|-577|1I-422|11111111111111111-31左剪刀kN|-253||-311|-342|111-284|253|1311|31-306|-3371|308|110|-3081|-340|1I306|111111111111111111-3111右剪力kN|-253||-311|284|111342|253|।311|3।-306|340।|308|।।0|-308।|337|11306|11111注:1、耳墙、背墙、挡块、靛梁比重均按25kN/m3取用。2、盖梁白重按线荷载作用计算，已计入盖梁、背墙重量和桥头搭板线荷载重量。柱顶最大反力衣（衣7）一盖梁按刚架计算i内容i11号柱i12号柱iI3号柱i14号柱i1累计1।।।上部梁板।II1738.3|11769.6|11769.6|11738.3|13015.9|।।।盖梁自重।1I1626.6|11677.1|11677.1|11626.6|12607.5|।人群荷载।।1164.3|1174.4|1174.4|11164.3|1不同工况1车辆荷载1438.6|1655.6|1655.6|।438.6|不同工况1

1051F1车道荷载1111_436.9|1h828.6|1h828.6|1P436.9|不同工况|i耳墙自重i।।149.6|11-10.4|11-10.4|149.6|178.3|।指定位置恒载।10.0|I10.0|110.0|110.0|0.0|।।।活载控制।।।车辆荷载11车道荷载11车道荷载11।车辆荷载11无内容！i合计i1工12017.4|।12339.4|।12339.4|।I2017.4|[不同工况|1注：1、车道或车辆内力值已计入冲击力。2,合计值以“恒载+不道荷我+人群”与“恒载+1辆乍辆荷载+人群”取大值。单位kN。3、柱顶反力值与“盖梁横向分配系数选用”有关，活我计算是将车轮荷我经横向分配传递给梁板，再由梁板传递给盖梁，盖梁视作双悬臂刚架结构，计算得到柱顶反力-4、“盖梁计算”与“桩柱计算”因计算方法不同，得到的柱顶反力仃所差别。后者活载计算是将梁板和盖梁视作双悬臂多跨连续梁，计算得到柱顶反力，计算过程和结果见桩柱式桥墩(台)计算书。5、盖梁自重已计入盖梁(1544.32kN)、背墙(445.48kN)和桥头搭板(617.73kN)的重量。计算截面处的车道、车辆荷载控制信息表(表8)I梁板截面|布载和内力I1I2|3|4|5|6|12|13|14|15|16|17|18|19|201111111111117|8|9|21|22|111|101111111111111111||||||111111111111|2车道|2车道荷'载11车辆1(内力11‘车道12’车道|2'车道|2‘车道|2’车道11车辆12车道|2车道|2车道|2车道|2车道11111111112车道|1车辆|1车辆11车道11车道1111I2车道|2车道j|1L।111111111111i1111r1'11不利‘布载12内力1日右偏1京对称14对称"卜对称14对称1:卜对称1A右偏15右偏称1里对称1里对称1向左偏1向左偏1外对称1外对称1外对称1外对称1里对称1向左偏1向左偏1111111111111里对称1里对J||工取人弓|1I1111111111111111111111111972|972|1|_弯良值427|111111111|0|12|62|148|542|702|539|-16|-15-15|-16|539|702|542|148|62|12|0|1111111111427|1LII1111111I11111111111111111308|0|I1_1对应剪力-308|111111111|0|7|-53|223|223|90|-92|-13|32-18|24|400|92|-90|-223|53|-11|-7|।।।।।।।।।|485|111I1I1I1I111111111111|2车道|2车道11_।荷载|3车道||||||1无内力I3车辆|2车道|2车道|2车道|2车道|2车道|2车道|2车道|2车道|2车道|2车道।।।।।।t11I2车道|2车道|3车道13车辆|1车道|111|2车道|2车道JL1L।।।111111111111111111t1।।।।।।।।।।।।11不利布载1无内力1向左偏1向左偏1里对称1里对称1里对称1里对称1里对称1外对称称1外对称1外对称1外对称1里对称1里对称1里对称1里对称1里对称1向右偏1向右偏1向左偏111111111111I外对称|外对I|II|111111111111111111111111-241|-241|11-弯矩值211|111111111|01-1451-3301-311-124|-216|-309|-402|-451-451|-402|-309|-216|-124|-31|-330|-145|0|H111111111-241|41~~

106||对应剪力|0|-82|286|-53|-53|-53|-53|-53|252010101-252153153|53|53|53|-217|161|-7|1IIIIIIIIII10|J11111111111111III|||I1]]II1I荷载11车道11车道12车道|2车道|2车道|2车道|2车道|1车辆|1车辆i2车道|2车道|1车辆|1车辆i2车道|2车道i2车道|2车道12车道|1车道|无内力j11111111111|2车道|2车道j|111111111111111111111111111不利布载1向左偏1向石偏1里对称1外对称1外对称1外对称1外对称1向右偏1向右偏称1里对称1里对称1向左偏1向左偏1外对称1外对称1外对称1外对称1里对称1向左偏1无内力11七曷十畲缶1111111111I里对称|里对j|1取人7期111111111111111111111111||弯矩值|0|12|62|148|542|702|539|-16|-15972|972|427|-15|-16|539|702|542|148|62|12|0|1427|11111111111111IIIIIIII||I11111111111111||对应剪力|-45|11|-53|223|90|-92|-400|-24|180|-308|-485|-32|13|92|-90|-223|-223|53|-7|0|1IIIIIIIIII|308|11II1111t11||||III||II|111I荷载11车道I3车辆|2车道|2车道|2车道|2车道|2车道|2车道|3车道j2车道|2车道|3车道|2车道|2车道|2车道i2车道i2车道j2车道i3车辆j无内力i1111111111112车道|2车道11111111111111111111111111111不利布载1向左偏1向左偏1向左偏1里对称1里对称1里对称1里对称1里对称1外对称称1外对称1外对称1外对称1里对称1里对称1里对称1里对称1里对称1向右偏1向右偏1无内力11外对称|外对11Id1取卜T胆I111111111IIIIIIIIIIII11111ttt111111|1弯矩值|0|-1451-3301-311-124|-216|-309|-402|-451-241|-241|-241|-451|-402|-309|-216|-124|-31|-330|-145|0||-241|j।11111111111I1I||1|I1||I11||对应剪力|-45|-161|217|-53|-53|-53|-53|-53|252010|0|-252|53|53|53|53|53|-286|82|0|1IIIIIIIIII|0|11111111111|||||||||।||111I荷载1无内力I1车道I2车道|2车道|2车道|2车道|4车道|1车辆|2车道14车辆|2车道|2车道|4车道|2车道|3车道|2车道|2车道|2车道|3车辆|3车辆||2车道|2车道j|111111111111111111111111111不利布载1无内力1向右偏1向左偏1外对称1外对称1外对称1里对称1向右偏1里对称称1向左偏1外对称1外对称1外对称1外对称1外对称1里对称1里对称1里对称1向右偏1向右偏11七晶*前由11111111111里对称1里对1Zl取人男刀1111111—t1t11111111111111|1剪力值|0|712861223|223|90|15|-13|629308|26|0|0|468|400|100|53|53|53|161|82||485|111111111111111111111111111||对应弯矩|0|12|-330|148|542|702|66|-16|-430972|302|-241|-241|-104|539|454|-124|-31|62|-145|0|1IIIIIIIIII|427|11111111111||||||||||||111I荷载13车辆|3车辆|2车道|2车道|2车道|3车道|2车道|4车道|2车道12车道|2车道|2车道|1车辆|4车道|2车道|2车道|2车道|2车道|1车道|无内力|111111t1J1112车道|4车辆11

10711111111111111不利布载1向左偏1向左偏1里对称1里对称1里对称1外对称1外对称1外对称1外对称1外对称1向右偏1里对称1里对称1里对称1向左偏1里对称1外对称1外对称1外对称1向右偏1向左偏1无内力11右最小剪力111111111111—1111111111111111-26|-308|1|_剪力值-485|IIIIIIII।|-82|-161|-53|-53|-53|-100|-400|-468|-629|13|-15|-90|-223|-223|-286|-7|0|1111111110110111111111111111111111111111||对应弯矩|0|-145|62|-31|-124|454|539|-104|-241|-241|302|972|427|-430|-16|66|702|542|148|-330|12|0|I桩柱截面I布载和内力I1柱左I1柱中I柱右I3'4跨中|4柱左|4柱中|4柱右|源道车位1—22车道2车道|1车辆|1车辆|1车道|2车道I1车道I1车道II不利布载I向右偏I向右偏向左偏I外对称I里对称I里对称I向左偏I左最大弯矩I11里对称外对称I向右偏I向右偏向右偏I里对称I向左偏向左偏II弯矩值I21|26-29|647|61|86|21|61|647|-29|-40|-23972|-23|-38II对应剪力I11I1124|-90|53|53|-11|-53|90|-24|-24|300|-30|-302载道车:荷21柱右Ir2跨中|2柱左|2柱中|2柱右|2%跨中|3柱左|3柱中11外对称1里对称1左最小弯矩H11i不利布载1向右偏1向左偏1向左偏1向右偏1向右偏111向左偏|111里对称1外对称1外对称1।।।里对称11外对称1里对称111里对称11-F--弯矩值-325||-279|-461|1I-356-279|114|-325|।।-185|1-529|11-698|11-594|I11-241|-594|1-896|।-529|1-1851_1F1352|1153|H对应剪力-217|11F|-161|-286|-161161|।11217|1-53|-352|-352।1629110|-629।1-629।11车辆1+2+-车1道|_荷12车载道H11车道1车道f-+11112车道车道1|2车道2车道111辆111道1车道2车道|11个道1车辆1111—1H1-+1111

108向右偏向左偏1里对称|1向左偏11I里对称11外对称1向右偏|向右偏111向右偏III里对称I向左偏1向左偏I।।।2126|11H1|86|2111I161|164711|-29|-381I11|-23|1I972|-231|-40|j11-11111H11-53|-11|।।1-53|।901I|-24|301I11|30|1I\0|-30I11|24|JL3车辆3车辆।।।H1|2车道|2车道|3车辆|1112车道11|3车道|2车道1I1]12车道|1I12车道|2车道I11I3车道|3JL向左偏向右偏11H11向左偏1i向右偏।1I1向左偏1I里对称111外对称1里对称1I111里对称11I1外对称1里对称(111外对称1JL-279-356|।।H1|-461|-279|1I1-325|1-18511|-529|-8961I11|-594|1I1-241|-594111|-698|j-161161|11H1|286|161|1I1217|1-5311|-352|6291111|629|1I10|-62911|352|JL.1车道2车道11H111车道13车辆|1112车道|12车道1111车辆11车辆1I11|2车道|11।4车辆|2车道11112车道|4j向右偏里对称11H11向右偏11向右偏1111外对称11外对称1I1向右偏1向右偏1I111里对称1111向左偏1外对称[111外对称1JL1153|t1H11111161|1I1223|19011|-24|-241I1]|629|11126|0111|0|JL.2186|11H1126|-279|।।1-240|16471I|-29|-401I11|-594|1I1280|-241(11|-241|JL3车辆1车道111H1|2车道|2车道|1车道1।।।2车道11|4车道|2车道1I11|2车道|1I14车辆|2车道111门车辆I1向左偏向左偏11H11里对称11向左偏1111里对称II里对称11I外对称|外对称11I外对称|1I1向右偏1里对称1111向左偏1JL-161-11111H11-53|-1111-53|-5311|-468|011|0|1-26|-62911|24|II不利布载向左偏I外对称I外对称I右最小剪力I—II剪力值24|-90|-223|II不利布载向左偏I外对称I里对称I右最大弯矩III弯矩值-29|647|61|II对应剪力24|-90|53|II荷载车道I2车道|2车道|II不利布载外对称I里对称I向右偏I右最小弯矩III弯矩值-529|-185|-325|II对应剪力352|53|-217|II荷我车道I2车道|2车道|II不利布载外对称I里对称I里对称I左最大剪力III剪力值468|53|53|II对应弯矩-360|-185|61|

109||对应弯矩|-279|86|61|-185|-360|-241|-241|280|-594|-40|-29|647|-240|26|21|注：1、车道或车辆内力值已计入冲击力。2、“车道”指车道荷载控制，“车辆”指乍辆荷载控制，前面的数值表示车道数。单项荷载左截面弯矩表（表10T）I梁板位置I对应截面|1I2|3|4|516|718|9|10|11112I13|14|15|16|17|18|19|20|21|22|11111111111|11111111t111—1——1——1——1——11——1——1IX(cm)||124|301|477|654|83111|1008|■|1184|136111|1538|11715|189211t1|2068|2245|2422|2599|2775|2952|3129|3306|3483|3659|3836|।।।।।।।1|11|1IIIIIII—1——1——1——1——11——1——1I恒载I1-85|-715|-1041|-56|48711|586|246|-53511|-714|1166|6061111|606|166|-714|-535|246|586|487|-56|-1041|-715|-8511111111II||1111111-H——1——1——1——11——1——1I|最大弯矩|0I17|27|9|3911147|125|-1011|-7|111|201111|20|11|-7|-10|25|47|39|9|27|17|0|111111|_1111I111111111111—1——1——1——1——11——1——11I对应剪力I0I10|-17|-11|231114|1-13|-111I14|110|5111112|-5|-10|3|28|13|-4|6|11|-18|-10|1人羟益粉11111|_1111I111111人卅何轨111111Illi111111111till1111111111最小弯矩10|-71|-93|-2|1-6|-8|-24|-38|-8|-8|-8|-8|-38|-24|-8|-6|-1|-2|-93|-71|0|1।1|111111111111-H——1——1——1——11——1——1I|对应剪力|0|-40|90|44|-6111-3I1-1|-2811|33|10|0Illi1o|0|-21|42|1|1|3|-23|-53|74|-10|11111111111।1Illi1111111-H——1——1——1——11——1——11I最大弯矩I0|0|49|117|42811|555|1426|-1611|-15|1338|769IlliI769|338|-15|-16|426|555|428|117|49|0|0|IIIIIIL_I1|1Illi1111111—1——1——1——1——11——1——11I对应剪力10101-421176|17611172|1-73|-1311|32|1383|244Illi|0|-244|-18|24|317|73|-72|-176|42|0|0||本ftffi在如LIIi111Ij1Illi11-4阳何轨111111IIIIIIII11I11\Illit1111tilI|最小弯矩|01-145|-3291-24|-981-171|-245|-318|-357|-191|-191|-191|-191|-357|-318|-245|-171|-98|-24|-329|-145|0111111|_111I1IIIlli1111111-H——1——1——1——11——1——1I|对应剪力|0|-82|280|-42|-42111-42|I-42|-42111199|10|0IlliI0101-199142|42|42|42|42|-206|161|0|।।।।।।।111111iiiiIIIIIIIIIIIIIIIII-H——1——1——1——11——1——1

11011最大弯矩1-17|539|702|542|1II0|12|62|148|62|12|1II148|0542|702|111539|-17|11-15|427|11972|972|11427|-15|11111—1——1——1——1—11对应剪力1111—11——F0|7|-53|223|11223|90|11-92|-14|1130|485|11308|0|11-308|-17|24|400|92|-90|-223|53|-11|-7||芥;；昔在±1》L1111111I1I1I1I14-坦何软I1||||1111111111111111I11।最，i、弯矩i1110|-1381-330|-31|-124|-216|-309|-402|-451|-241|-241|-241|-241|-451|-402|-309|-216|-124|-31|-330|-138|111131111I1I1I(1111-H——1——1——F-11对应剪力1111-H1——H0|-78|286|-53|11-53|-53|11-53|-53|11252|0|11010|110|-252|53|53|53|53|53|-217|152|-711柱位置।嘉应截面i1柱左\1柱中11柱右1「2跨中|2柱左|2柱中|2柱右|2~3跨中|3柱左|3柱中|3柱右13、4跨中|4柱左|4柱中|4柱右|111111I111111111111111111111111X(cm)||1384|1432|480|948|1416|1464|1512|1980|2448|2496|2544|13012|3480|113528|13576|11।1111111111111111111恒1111栽||-1193|-1491|-1027|575|-890|-1218|-896|631|-896|-1242|-890|1575|-1027|11-1390|1-1193|11I11I111f11111111111r11।.大弯矩i132|41|27|45|-12|-13|-8|19|-8|-8|-12|145|27|1135|132|111111|111111TI111111II111对应剪力118|18|-11|4|-3|-3|012|0|0|31-4111117I-18||人群声;期L।1111111|1人打何双11।।।111111111111।■小弯矩i1-132|1-168|-92|-4|-47|-67|-47|-8|-47|-62|-47|1-4|-92|1|_-134|1-132|11I11111I1111111111111111।点应剪力i1-74|1-74|53|-3|-42|-42|33|0|-33|-33|42|I3|-53|II-90|174|111111I1111I1।--111TI1111।।1最大弯矩110|10|48|512|-29|-40|-23|769|-23|-39|-29|1512|48|68|10111111I11111111111111111111对应剪力110|10|-42|72|-24|-24|32|0|-32|-32|24|-72|42|42|0||本面持珏L।111111111牛牺何救I11।।11111111111111最小弯矩11-279|1-356|-324|-146|-419|-552|-470|-191|-470|-709|

111-419|-146|-324|-456|-279|111111111111I1IlII11278|11京应剪力I42|-206|II11-161|-161|-280|161|1I206|1-42|1-278|1-278|1498|10|1-498|1-498|11f11111I11111111t1-30|1||1最大弯矩1647|61|1|_1121|26|86|21|1I61|1647|1-30|i-42|1-23|1972|1-23|1-38|11[1111111I1111111111对应剪力124|-90|53||力；皆独费L।1111|11|53|-11|1I-53|190|1-24|1-24|I30|10|1-30|1-30|11牛胆何轨111।।।।1I11111111-529|1।豆小弯矩i-185|-325|1111-264|-337|-461|-2641I-325|1-185|1-529|1-698|1-594|1-241|1-594|1-896|1111111r1I1rr1irI1r11352|11对应剪力153|-217|।।II-152|-152|-286|152|।।217|i-53|i-352|i-352|i629|i0|i-629|i-629|i注：1、单位：kN-m制。已计入冲击力。2、恒载左截面剪力见《单项荷载左截面剪力表》中的恒载剪力值。单项荷载右截面弯矩表（表10-2）1梁板位置1对应截面1112|3|41516|7\819|10|11|12113I14|15116i|17|18|19|20|21|22|1111111111111111iii—1——1——1——F1X(cm)||111—11——H124|301|477|1654|83111|1008|11184|136111|1538|11715|18921|206811|2245|12422|2599|12775|2952|31291I|3306|3483|3659111I38361।1|1I।111-4-1恒f1-H——1——H载11111―11——H-85|-715|-1041|-56|48711|586|1246|-535111-714|1166|6061|606।II|166|-714|-535|1246|586|48711|-56|-1041|-715|-85|11111|111111|11—F-111-H——1——H1最大弯矩1111―11——H0117127|1-[913911147|125|-101-71111|201|201111111-7|-10|125|47|39|IL_9|27|17|1110111111I1।1I1\111—1——1——F1对应剪力1111—11——F-25|18|-11|1―1-614111-13I1-28|-311110115|-21|-5111-1011-14|1|13|-4|-23|11|17|-10|01|人群在斑L1111111111111111人钳1何菽|1Illi11111111111111111111'।最，i、弯矩i11101-71|-93|1-2|T1-6|-8|-241-38I-8|-8|-81-8|-38|-24|1-8|-6|-1|IL_-2|-93|-71|1110111I1I1111—F-111-H——1——H1对应剪力1111—11——H-25|-74|53|1-123|-3111-111T1-421t121|10|01|01110|1-33|28|1|3|6|-44|-90|40|0|

112-16|426|最大弯矩555|4280|0|49|117|117|49|0|0428555|426-16-15|338769769338|-15|13|73|I车辆荷载I对应剪力-72|-176-47|0|-42|176-176|42|0|072-73|-317-2418|244-244-383|-32|-318|-245最小弯矩-171|-98-171|-245-318-357|-191-191-191-191|-357|42|42|对应剪力42|42-47|-161|206|-4242I-280|82I0-42-42|-42-42199|00|0|-199|-17|539|最大弯矩702|5420|12|62|148|148|62|12|0542702|539-17-15|427972972427|-15|14|92|I车道荷载I对应剪力-90|-223-45|11|-53|223-223I53|-7I090-92|-400-2417|308-308-485|-30|最小弯矩-216|-309-402-451|-241-241-241-241|-451|-402|-309|-216|-124|I|对应剪力|-45|-152|217|-5353|53|53|53|53|-286|78|0-53-53|-53-53252|00|-252|I桩柱位置|对应截面I1柱左I1柱中|1柱右I3~4跨中|4柱左|4柱中|4柱右|1X(cn。13841432|480>54■_4130：112I3480|3528|13576|11t115I57我恒019IT2I最大弯矩I45|27|-4载I3II对应剪力II11I「2跨中12柱左|1I2柱中I2柱右1|2〜3跨中|1I3柱左|13柱中I3柱右_|94811I1416|1I14641|1512111|1980|1I12448|1249611457511|-890|1I-12421|-896111|631|1I1-896|1-121811J4511|-12|1I-81|-8111|19|1I1-8|1-1311_|411I-3|0110111-2|10|311-1193|-1390|-1027I-1491|-1193|

1131-47|111-1最小弯矩1-4|-92|1I——H-132|-168|1——1-134|-132|1-92|1-4|1-47|1-62|1-47|1-8|1-47|1-67|...I111।।1111111111111142|11对应剪力13|-53|11-74|74|1190|74|153|1-3|1-42|133|133|10|1-33|142|1111111111I1111111111-29|II11最大弯矩1512|48|1110|011168|01148|1512|1-29|1-39|1-23|1769|I-23|1-40|11111111111111111111对应剪力I24|-72|42||才在却L11010111-42|0|1-42|172|1-24|132|132|10|1-32|L24|11斗牺何软11111111111r1111111-419|1।鼠小弯矩i-146|-324|1|_1-279|-356|11-456|-279|1-324|1-146|1-419|1-709|1-470|1-191|।-470|1-552|111111111111111111111278|11对应剪力142|-206|1I1-161|161|11280|161|1206|1-42|1-278|1498|1498|10|1-498|I278|11111||1111111111111-30|11最大弯矩I647|61|1I21|26|1186|211161|1647|1-30|1-38|1-23|1972|1-23|1-42|...I111।।11111111111111对应剪力I24|-90|53|111|-11|11-53|11|1-53|190|1-24|130|130|10|1-30|124|11+犯何较111।।111I111111111-529|I।豆小弯矩i-185|-325|111-264|-337|11-461|-264|1-325|1-185|1-529|1-896|1-594|1-241|I-594|1-698|11111111111111111111352|11对应剪力153|-217|।।1-152|152|।1286|152|।217|।-53|।-352|।629|।629|।0|।-629|।352|।注：1、单位：kN-m制.已计入冲击力。2、恒载右截面剪力见《单项荷载右截面剪力表》中的恒载剪力值。单项荷载左截面剪力表（表11T）梁板位置I对应截面I1I2|3|4|5|6|7|8|9|10|11|12|13|14|1516|17|18|19|20|21|22|X(cm)||124|301|477|654|831|1008|1184|1361|1538|1715|1892|2068|2245|2422|25992775|2952|3129|3306|3483|3659|3836|

11411L_恒载383|||-121|-414|750|499|134|-114|-365|-615|549|298|IIIIII249|1-211-251|1-500|688|11439|1191|1-58|-307|11-556|16321+1!1___H28|111111—1——1——1——1——1——11最大剪力10110|90|53|13|7|6|11|74|40|111111123|11411IT11-111I33|11121|1I，10|12|10|110|1421十11-125|111111—1——1——1——1——1——1I对应弯矩|0I171-9310147|27|9|27|-71|0|139|147|1-8|-1011|-38|1-1|117I\20|1-8|1-8|-24人群荷载卜111111最小剪力1101|-4011-171|-11|-61-7I-13-28|0|010|-2|-10|-21|311111|-4|-23111-53|-1811-10|I1111111111_J_1111I11111I1111-1111T1111L1-81111对应弯矩1-6|39|-2111011-71-93|11|2717|11|9011|-11115|1I25-24|1-8|-8|-8|1I17|-1(|-381|-10111t111111\1111T111111111!11317|।最大剪£।79|42|421110111042|11|280161|11|20682|1|1761172|1112-13|1498|383|244|1I26|01|01|37811।111111।11111111111111111।II1对应弯矩|426|359|-98|-24本436悬热1|101I।|0|-32949|-145|।।|360|1|4281|555|1153-16|1-340|338|769|11302|-191|-1911|-13211牛晒何轨|1111111十1111111।11111113I1最小剪力1-12|-72|-1761|1011|-82-206|11|-420|11|-42011|-4211-42|11-79-317|10|010|11-26|-2441|-383I|2411111||1t11111111111\I1111!_1711对应弯矩132|428|117111011|-145-329|1|490I11|-240|1|-9811-171I(1219-133|1-191|-191|-191|1I257|338[|-3401|-1611_1_1111111111111111111111111400|।B大剪)।100|53|531110111753|11|286152|11|22378|1|2231190|1115-14|1629|485|308|1I24|0I|01|46811_J_1111111111I111111f11111III11对应弯矩1539|454|-124|-31g黄恭邦L110111|12|-33062|-138|1|148011|5421|702|1I66-17|1-430|1427|972|1I324|-241(|-2411|-10411牛里何秋|1।।।1111111T111111111111114I1最小剪力1-15|-90|-2231|1011|-78-223|11|-53T1111|-53~1\1|-53|-53|-100।।।-400|10|010111-24|-3081|-4851|241111111।1।11।1111111111111811对应弯矩|41|542|1481।1110|-138162|-246|12|11|-310|।|-124|-216|111276|-169|11-241|।-241|-241|।।282|427|-4301|-17।I桩柱位置I对应截而I1柱左I1柱中I1柱右|「2跨中|2柱左|2柱中|2柱右|2〜3跨中|3柱左|3柱中|3柱右

115I3"4跨中|4柱左|4柱中|4柱右|11111111——।h——1432|480|3576|1Ih948|1h1416|1H1464|1——h1512|1H1980|11,2448|11__2496|1IX(cm)2544|1।।11।384|3528|13012|3480|II1——1恒载668|111-1H11-37|-614|1I1——-603|-780|111——1-635|614|603|1I137|11-668|I1-699|11705|110|11-705|11-737|1\-H——142|1f1-1H1最大剪力17I11I1——H18|17|111——118|53|74|1I14|11-3|11-3|1133|112|110|110|11-H——1-47|11H1对应弯矩119|27|1——32|35|11——141|-92|-132|145|1-12|1-13|-47|119|1-8|1-8|I人群荷教卜11111最小剪力11-74|1-74|-11|-7|-42|-42|。1-2|-33|-33|311-4|-53|11-90|1-18|1111111111-H—1111H1对应弯矩|1——H-132|1——1-168|127|119|1-47|1-67|1-8|119|1-47|1-62|-12|145|-92|11-134|132|111।111111111—HH1最大剪力11——H0|110I1206|172|1-24|1-24|1498|126|10|10|378|142|42|1I42|1161|1111111111■—11111对应弯矩11——H0|1——10|1-324|1512|I-29|1-40|1-470|1280|1-191|1-191|-338|-146|48|68-279I乍辆荷载卜11最小剪力11-161|1-161|-42|-42|-378|-378|01-26|-498|-498|24|1-72|-206|1|_-280|10|111I111I111111h1对应弯矩11——H-279|1——1-356|148|-14611|-338|1-520|1-191|28011|-470|1-709|-29|1512|-324|11-456|101111I111I11—11111最大剪力1r[_1111——1111r223|9011|-24|I-24|j629|2411|0|r0|468|153|53|1|_53|1152|111I..111I11-H—1111H1对应弯矩|1H21|1——126|1-240|64711|-30|1-42|1-594|30311|-241|1-241|-360|-185|6186|-264|I车道荷载卜I11最小剪力11-152|1-152|-53|-53|-468|-468|01-24|-629|-629|24|-90|-223|-286|-11|

116||对应弯矩|-264|-337|61|-185|-360|-584|-241|303|-594|-896|-30|647|-240|-461|21|注：1、单位:kN-m制。已计入冲击力。2、恒载左截面弯矩见《单项荷载左截面弯矩表》中的恒载弯矩值。单项荷载右截面剪力表（表11-2）7I8I9|10I11I12|13I14|15I梁板位置I对应截面|1|2|3|4|16|17|18|19|20|21|22|1X(c|2775什m)—1H一1-+1241-+301|4+771T654|83111008|11841361|1538|1715I1892|2068224524222599|2952132933106|34183|36159138136|11111111111111114|1-134|-383-632|556|307|158|-191-439-6885001恒载1i1-29811-549|611511365|iL_251|21-249|-499|-750|1II4141I121|111111I1J111十111_h13I111―1——1——1——1-1最大剪力I10|187|6|11|17|1111|5340|11-1|230|114111-1111T1।1-3|1121|j110|2111|0|1|10|J10|2811-H11-125|111―1——1——1——F1对应弯矩I0|1715|-1|9|27|1-F|-93-71|1一1|-201139|1-6|1-8|1-10|1-38|1-1|17111-8|1-8|1-8|-24人群荷我卜111111最小剪力1-4|-23|IL-4053||-74|-11|-90|-10|III-6|0|1-7173|1-28|1-42|10|10|1-2|1-10|I-21|1-33|111J_.111II11111I111111111111I111-811111对应弯矩147|39|110101I-71|27|-93|17|11119|0|127|147|I25|1-24|1-8|I-8|I20|I17|1T11-38|1-1011111111111111(1111111111111179|11蠢大剪1142|42|42101I1|01206142|82|111I176|0|172|I12I1-13|I-24|1383|I244|I26|10|10|10|13171111111]111111__11111111111।A应弯(：।|219|-171|-98|-24101r1|0|-329|49|-145|1117|0|428|32|7|-16|-340|338|257|-191|-191|-191|-133车辆荷载卜11最小剪力1-82|-161|-42|-421-42|-79|-317|-378|0|0|-26|-244|-383|-498|131-12|1-72|-176|-206|-280|111|_0|10|1111IIII|I11H——F111—!——H-1对应弯矩|11T-F-0|-145|1—H-49|—1-24111-98|1359|42611|-132|1-191|1-191|1302|11769|338|1-340|-16153|1555|428|1136|-329|110110|1(11I111II11H——F111।——H-1最大剪力111-H——F-711111-4223I—122311190I115I-1411I-24I1485I1308I124I110I0I10I400

117|100|53|53|53|53|78|0|111——1——1——1——1——1——1——1——1——1——1——1——1——1——1—J1111111||对应弯矩|0|12|-246|148|542|41|8|-17|-430|427|282|-241|-241|-241|-169I276|-216|-124|-31|62|-138|0|1g普益越111111111111111|_1牛坦何萩1J11111111111111||最小剪力|-78|-152|-53|-53|-53|-100|-400|-468|0|0|-24|-308|-485|-629|14|-15|-90|-223|-223|-286|-7|0|1111111111111111111111111111111111H——1——1——1——1——1——1——1||对应弯矩|0|-138|62|-31|-124|454|539|-104|-241|-241|324|972|427|-430|-17|66|702|542|148|-330|12|0|I桩柱位置I对应截面I1柱左I1柱中I1柱右|3~4跨中|4柱左|4柱中|4柱右|1~2跨中2柱中|2柱右|2〜3跨中3柱中3柱右111111111111|948|।।11416|111464|111512|111980|112448|112496|11IIX(cm)|2544|3012113480|II384|3528|11432|4803576|111H1恒载1668|-37|111H1-614|।1——-603|635|।1—~1780|614603|।।I37।।111-668|11737|।1705|।10|11-705|11699|।II最大剪力42|7|1118|90747453I|对应弯矩I-47|19|27|I人群荷载I卜32|-134|-168|-132|-9245I最小剪力I-74|-17-4|-53|-18|-18|-7-H—1——HH1对应弯矩1——1—-132|——135|27-12|145|-92|11411132|111111111111।嘉大剪力i10|1280|206378|142|42|11161|I161|111111I1I1111111对应弯矩|10|1-456|-324-338|-146|48|-356|-279|1尢珏珞11111十附.111111111111最小剪力11-161|1-42|-4224I-72I-206I001972512-4233|133|121-62|11-47|11910111011-21-8111-8|1191498|11498|1261-709|11-470|128010I1。1-2642-67-13378-52024

1181111H11111——1_48|-146Hh|-338|h-191|H-191|280H1-|-470|——1___-40|11对应弯矩1I-279|168|-29|1512|-324|110110I111I111I1111111111I11111111111最大剪刀1111|1286|223|90|-24|629|629|24|0|468|468|I53|53|11152|1152|111I111I11I11111111111111111111对应弯矩121|1-461|-240|647|-30|-896|-594|303|-241|-584|-360|-185|61-337|-264||方，首/力3L11111I111I1|斗-坦何较1|1।।11111111111111最小剪力11-152|1-53|-53|-53|-468|010|-24|-629|24|24|1-90|-223|1|_-11|1-11|111।111I1111111111I111111111111对应弯矩11-264|186|61|-185|-360|-241|-241|303|-594|-42|-30|।647|-240|।।26|।2111।।।।।।।।注：1、单位:kN-m制。己计入冲击力。2、恒载右截面弯矩见《单项荷载右截面弯矩表》中的恒载弯矩值。内力合计表（表13）-未计入荷载安全系数i।।।।।।।111111111梁板位置14|151।对应套面i1i2i3i4i5i|16|17118119120121|22|1IIIII|6|7|1I81191110111112|13|11111111111t111111III11T1lilt1I坐标(cm)2422|2599111111111||124|301|477|654|831||2775|2952|3129|3306|3483|3659|3836|1IIII1I1008|1184|1I1361|1538|I1715|1892|2068|2245|||||11111111111111III111lilt11-736|-562111111111|车道最大弯矩|-85|-686|-951|101|1068||810|1335|1068|101|-951|-686|-85|1IIIIII1335|810|1I-562|1-736|1604|1598|1598|604|1111111t1111111111II11111111111-736|-5601111111111车辆最大弯矩1-85|-698|-964|70|954||697|1188|954|70|-964|-698|-85|1IIIIII1188|697|1I-560|1-736|1515|1395|1395|515|1111111t111十111111III1111111111-585|6591左截面111111111|对应剪力|-121|-398|680|711|494||811|239|-209|-582|-552|519|281|1IIIIII93|-355|1I-514|1734|1934|504|-56|-620|11111111111।1।।।।।।11111111111111111||车道最小弯矩|-85|-923|-1464|-88|362|-1203|-961|-72|364|362|-88|-1464|-923|-85|।।111111364|-72|1I-961|-1203|1-84|356|356|-84|1111111111I1111111I1I11t1lilt11-1109|-87111111111|车辆最小弯矩|-85|-931|-1462|-82|388|7|-7|409|388|-82|-1462|-931|-85|11——1——11——1——F409|-7|———4--877|F--1109|F-33|407|407|-33|——1——1——1——F

1191__11H——1——1——1——对应剪力I-121|-5371——|1126|490d——!|190|-57|-304|-580|973|439|191|-58|-307|-828|726|IL.437|188|-59|-336|1I-885|783|1I281|111I((11II11I111111111It1JI11TT1111111-736|-562|IL111车道最大弯矩I-85|-686810|1335|1068|101|1111|-951|101-951|-686|1I11|1068|-85|1I1335|810|1I-562|1-736|604|11598|1598|604|1II1r1111111111I111111111111t-736|-560|IL.11车辆最大弯矩1-85|-698697|1188|954|70|1111|-964|70-964|-698|1I11|954|-85|I11188|697|1I-560|1-736|1515|1395|1395|515|1II1r1111111111I11111111111111-734|514||士林而L11对应剪力1-368|-519355|-93|-494|-711|1I11|552|582-680|398|1I\1|209|⑵|11-239|-811|1I-659|1585|1620|156|-504|-934|1II143儆uiir1111111111I11J11L111111111-1203|-961IL1111车道最小弯矩I-85|-923|-72|364|362|-88|1111|-1464|-88-1464|-923|1I11|362|-85|I1364|-72|1I-961|[-1203|1-84|1356|356|-84|1IIIr1111111111I111111111111-1109|-877I|_11车辆最小弯矩|-85|-931-7|409|388|-82|I111|-1462|-82-1462|-931|1I11|388|-85|1I409|-7|1I-877|1-1109|1-33|1407|407|-33|1II1r1111111111I11jI11111111111-973|580|IL.1I对应剪力1-368|-783304|57|-190|-490|1I11|885|336-1126|537|1I11|59|121|1I-188|-437|1I-726|(828|1307|158|-191|-439|1II11I11||||111It1J111TT1111111-556|1141|IL1111最大剪力IT21|-398811|247|-55|-307|1111|1126|775-552|783|1I11|494|420|1I93|-237|1I-514|11350|945|1509|-31|-307|1II1r1111111111I11jI11111111l11-913|-663||七战而L1111对应弯矩1-85|-686810|1087|390|-78|1I11|-1464|93-951|-931|1I11|1068|-85|I11335|304|1I-560|1-1181|1592|1595|928|-33|1II1zewcihir1111111111I111111111111-1061|659IL11最小剪力IT21|-537|397|121|-209|-611|1111|680|436-891|519|1I11|190|281|1I-62|-364|1I-928|1688|1439|1191|-86|-626|1II1ri111111111I11jI1L111111I11-1181|-560I|.1111对应弯矩|-85|-931245|621|1068|91|1I11|-951|-78-1379|-686|1I11|362|-85|I1384|547|1I-728|[-913|1-33|1407|880|592|1II11I11||||111I11jI1111111111-688|928|1L最大剪力1-281|-519364|62|-190|-436|1I11|891|611-680|537|1I11|209|121|1I-121|-397|1I-659|11061|1626|186|-191|-439|1II1r1111111111I11jI11111111111-913|-728||亡知而L1111对应弯矩I-85|-686547|384|362|-78|1111|-1379|91-951|-931|1I11|1068|-85|II621|245|1I-560|-1181|1592|1880|407|-33|III1石儆ihir1t11111111I11jI11t1111t1111111最小剪力1-420|-78311|552|30711|55|-247|-811|-1141|556|307|31|-509|-945|-1350|514|237|-93|-494|-775|-1126|398|121|

120||对应弯矩|-85|-931|-951|-78|390|1087|810|-663|-913|-33|928|1595|592|-1181|-560|304|1335|1068|93|-1464|-686|-85|1桩柱位置1对应截面i1柱左i1柱中i1柱右|r2跨中12柱左|2柱中|2柱右|2〜3跨中I3柱左|3柱中|3柱右|3~4跨中|4柱左|1I4柱中|4柱右|1111111111111坐标(cm)|1r1H11|384|432|1480|948111|1416|1464|11512|1980111|2448|2496|2544|3012|3480|1I3528|3576|III11II1JIL111111车道最大弯矩111d11|-1140|-1423|一「-938|1267111|-932|-1273|r-927|1622111|-927|-1288|-932|1267|-938|1I-1269|-1140|1II11I|IJIL111F11车辆最大弯矩111H11|-1161|-1450|1-951|1132111|-930|-1271|\-927|1419111|-927|-1289|-930|1132|-951|11-1287|-1161|11111II1_|I111111对应剪力111H11|-574|-606|1551|132111|-695|-727|1735|2111|-735|-767|695|-132|-551|-710|574|1上起而1III111I1_|I|_II1111II11f1111111车道最小弯矩111|-1590|-1996|-1444|386|-1466|-1983|-1537|382|-1537|-2200|-1466|386|-1444|1I-1986|-1590|1II11I|1jI11!F11车辆最小弯矩111H11|-1605|-2015|1-1442|425t!1|-1355|-1837|1-1412|432111|-1412|-2013|-1355|425|-1442|11-1981|-1605|11111II1J1L111111对应剪力111H11|-838|-870|1884|-18111|-1061|-1093|11367|0111|-1367|-1399|1061|18|-884|II-1157|838|11111II1JIL.1t1111车道最大弯矩111d11|-1140|-1269|1-938|1267111|-932|-1288|1-927|1622111|-927|-1273|-932|1267|-938|1I-1423|-1140|1II11I|IJIL111F11车辆最大弯矩111H11|-1161|-1287|1-951|1132111|-930|-1289|\-927|1419111|-927|-1271|-930|1132|-951|11-1450|-1161|11111II1111111对应剪力111H11|-574|710|1551|132111|-695|767|1735|-2111|-735|727|695|-132|-551|606|574|1七部而1III11II1||1111II1111111111车道最小弯矩111|-1590|-1986|-1444|386|-1466|-2200|-1537|382|-1537|-1983|-1466|386|-1444|11-1996|-1590|H1FLH1F+H1F

1211-1355|111车辆最小弯矩425|-1442|111|-1605|-2015|1I1-1981|-1605|1-1442|1425-1355|1-2013|1-1412|432■-1412|1-1837|I11|111I111111TT11061|11对应剪力18|-884|111|-838|870|1111157|838|1884|1-18■-1061|11399|11367|10-1367|11093|11111111111111111177|111最大剪力22|-551|111|-574|-710|1I1-606|838|889|1132一-695|1-727|11367|127-705|1-737|111111I]1111111111对亩弯矩-1296|409|-938|1七胡而||-1140|-1269|1I1-1423|-1605|1-1359|11267:-930|1-1271|j-1537|1930-1095|1-1441|111111I111111111695|11最小剪力-132|-889|111|-838|-1157|111-870|574|1551|1-22-1177|1-1209|I705|1-27-1367|I-1399|1\11t111111111111-930|111对应弯矩1267|-1359|I111|-1605|-2015|-1986|-1140|।11-938|1409-1296|1-1869|1-1095|1930-1537|1-2200|111111I1111111111177|11最大剪力22|-551|111|-574|870|1I11157|838|1889|1132-695|11399|11367|27■-705|11209|I11।11II111111TT111对后弯矩-1296|409|-938|11|-1140|-2015|II1-1986|-1605|1-1359|11267■-930|1-2200|1-1537|1930-1095|1-1869|114JfixUll|11111I1|111111695|11最木剪力-132|-889|111|-838|606|1I1710|574|551|1-22一-1177|1737|1705|1-27-1367|1727|111111।1]11111111-930|1]1对应弯矩1267|-1359|1III|-1605|-1269|-1423|-1140|।।।-938|1409-1296|।-1441|।-1095|।930-1537|1-1271|注：1、表中数据用于裂缝计算。单位：kN-m制。作用短期效应组合表（表13_1）111i梁板自置।’对应看面i1।।12|13।I।114|751।61।7|r।8I9111011111112|।13|14|15|16|17|18|11119|201I121|22|1I111111i1।111H——1——1——1——F1坐标(cm)||124114130111——477111|654|1831|11008|11184|111361|1538|11715|1111892|2068|2245|2422|2599|2775|2952|3129|1113306|34831365911|3836|1(1111I1II1111H——1——1——1——F11车道最大弯矩1-85114|-690|-98111H——1|30|1807|1997|1550|11-556|-731|1399|111130|1130|1399|-731

122I-556|1550|997|8071|301|-9811I|-690|1-85|11111111111H——F1I—1——1——1车辆最大弯矩1H——|-85114|-698|1d——F-988|11t1111111-114|748|921|492|-555|-731|352|1025|1025|352|-731I-555|1492|921|748I|14I|-988II|-698|1-85|11111111111H——H11—1——1—1对应剪力1|-12111|-400|11-1705|1111111111—1604|387|49|-311|-509|723|701|356|-56|-472|-5781651|619|195|-166|-475|-578|523|284|1却由1।।।।।1।।111।।1坪＞四1|111||11111|11111111111111车道最小弯矩।|-85।|-876|।।-1349|j-73|421|468|77|-767|-986|33|472|472|33|-986I-767|177|468|4211|-7311-13491I|-876|1-85|11111111111H——F11—1——1—1车辆最小弯矩1|-851141-881|1-1348|t111111t11-1-70|435|491|111|-724|-937|59|499|499|59|-9371-724|1111|491|4351|-70I|-1348II|-881|1-85|II11I11II11H——H1—1——1—1对应剪力1H—|-12111|-508|1-111027|1111111111—1515|216|-32|-279|-555|851|439|191|-58|-307|-7071701|1412|163|-851|-3611I-8101I|728|1284|1111111111IH——F1!—1——1——1车道最大弯矩1d——|-8511+|-690|1+——H-981|1111111111-130|807|997|550|-556|-731|399|1130|1130|399|-731I-556|1550|997|807113011-9811I|-690|1-85|11111111111H——F11—1——1——1车辆最大弯矩1|-85114|-698|1d——F-988|1111111111-114|748|921|492|-555|-731|352|1025|1025|352|-731|-555|I492|921|7481|14|-988II|-698|1-85|IIIIIIIIII1H——H1—1——1—1对应剪力1|-35311|-523|1-1578|1111111111—1475|166|-195|-619|-651|578|472|56|-356|-701|-723|509|311|-49|-387|-604|-705|400|⑵ii-/-於由i।।।।।1।।111।।1即出」1|111||11111|11111111111111车道最小弯矩I|-85।|-876|।I-1349|j-73|421|468|77|-767|-986|33|472|472|33|-986|-767|177|468|4211|-731|-13491I|-876|1-85|11111111111i卜11——1—1车辆最小弯矩1|-8511d1-881|1d——H-1348|1111111111T-70|435|491|111|-724|-937|59|499|499|59|-9371-724|1111|491|4351|-70I|-1348II|-881|1-85|II11I11II11H——H1—1——1—1对应剪力1H—|-35311|-728|1-11810|1111111111—1361|85|-163|-412|-701|707|307|58|-191|-439|-851|555|i279|32|-216।|-515।|-1027।|508|।⑵i।।।।।।।।।1桩柱右置1对亩截面柱右|3~4跨中|4柱左।।11柱左11柱中11柱右11'2跨中|2柱左|2柱中|2柱右|2'3跨中|3柱左|3柱中|:|4柱中|4柱右|Illitill।।11111坐标(cm)|2544|3012-HI3480|iiiiH11|384|432|480|9483528|3576|iiii|1416|1464|1512|1980111|2448|2496|

12311H1d11J11Hh-HFH—H11-921|11车道最大弯矩956|-968|1111|-1147|-1432|-1310|-1147|1II-968|1956|-921|-1259|1-919|11154-919|1-1274|11111r1jII111111111-920|11车辆最大弯矩885|-974|1111|-1161|-1450|-1320|-1161|III-974|1885|1-920|1-1257|1-919|1049-919|1-1275|1111111jII111111111687|1左截面111对应剪力-89|-576|1111I-578|-610|-735|578|111576|189|1-687|I-718|j725|12-725|1-757|11।111J1111111t111-1211|11车道最小弯矩475|-1331|1111|-1498|-1879|-1826|-1498|1II-1331|1475|1-1211|-1647|1-1251|1498-1251|1-1769|11111T11JII111111111-1154|I11车辆最小弯矩495|-1330|I111|-1508|-1891|-1823|-1508|1II-1330|1495|1-1154|1-1571|1-1186|1524-1186|1-1672|1111|111jI1111111111892|11对应剪力-8|-808|1111|-782|-814|-1057|782|1I1808|J8I1-892|1-924|j1064|10-1064|1-1096|111।111111111111-921|11车道最大弯矩956|-968|1111|-1147|-1310|-1432|-1147|III-968|1956|1-921|-1274|1-919|11154-919|1-1259|11111111jII111111111-920|11车辆毒大弯矩885|-974|1111|-1161|-1320|-1450|-1161|1II-974|1885|I-920|1-1275|1-919|11049-919|1-1257|I111111jII111111111687|1右截面111对应剪力-89|-576|1111I-578|735|610|578|111576|89|1-687|1757|1725|1-2-725|1718|111111J11111111111-1211|1I1车道最小弯矩475|-1331|1111|-1498|-1826|-1879|-1498|111-1331|1475|1-1211|-1769|I-1251|1498-1251|1-1647|11111T11JII111111111-1154|111车辆最小弯矩495|-1330|1111|-1508|-1823|-1891|-1508|1II-1330|1495|1-1154|1-1672|1-1186|I524-1186|1-1571|1111111jIIr[一11111892|11对应剪力-8|-808|1111|-782|1057|814|782|।1।808|i8|!-892|।1096|।1064|10-1064|1924|1注：1、短期效应组合用于裂缝计算。频遇值系数：汽车荷载0.7,人群荷载1。2、车道荷载或车辆荷载根据用户输入不计入冲击力。作用长期效应组合表（表13_2）

124i梁板&置।'对应看面i111191121201321■।14||22|1[5116|7|8|191101..11111112I113|।14115I16|17|18|ii111H——1——1——1——F1坐标(cm)||1-H124|1301|47711H——1|654|1831|1008t1|1184|11361|15381|171511|1892|112068|2245|2422|2599|2775|2952|3129|1113306|।3483।3659|3836|1111I111I111d——F1ii―1——1——F1车道最大弯矩1।।_1-85|-704|-101111|-8|1663|81311|415|1-545|-7221|297|902|1902|1297|-722I-545|1415|813|663|IL-8|1-10111-704I-85|11I111I111H——h111―1——1——F1车辆最大弯矩11-F-85|1-708|-101511——1|-17|1629|76911|382|1-544|-7221|27011|842|1842|1270|-722|-544|1382|769|629|IL.-17I1-10151-708I-85|1|1j11I।।1H——F111—1——1——F1对应剪力11-121|1-408|72711H-T|561|1324|271十|-283|1-505|7061|58711|284|11-57|-400|-5671642|513|167|-143|-429|-596537|294|左截面卜111111车道最小弯矩1|-85I|-795|I-1201I|-651|449|519|151|-663|-863|91|5311531|91|-863|-663|1151|519|449II-65111-1201II-795I-851111111I111111111(1j11111111J11111111111|-639|11t1车辆最小弯矩170|533|4571।।|-85|-798||-64|-1201।।।1-1201|-7981|-64|-85111457|111533|1701I-6391I-835|j_I106I5461I546|11106|-83511111II1111i111T1J11111111111|664|1111对应剪力399|150|-9811|-121|-35911111-461|-71711893|638I|501|294111231|111-19|-2671|-5261|776|1I439|19111-58|11-307|-63911111111111111111J11111111111I-545|11东道最大弯矩415|813|66311|-851-81II-704|1-1011ii1-1011|-704I|-8I-851"1I663|111813|4151I-5451|-722|1I297|9021I902|11297|-7221111111t।iii1111J11111111111|-544|11车辆最大弯矩382|769|6291।।|-85|1-17|i1-708|-101511-1015|-7081|-17I-851rI629|111769|3821|-5441I-722|jI270|8421I842|11270|-722i1111।।11i11i1111J11111111111111对应剪力|505|283|-27|-3241七部而|1|-326|-561111!1-537|-72711596|4081|429i⑵11|143|-1671ii|-5131|-6421|567|1I400|571|-284|1i-587|-70611ftx.UUI111111111111iij11111111111|-663|11东道最东弯矩151|519|449I1I-85j-6511I-795||-1201ii1-1201I-7951I-65I-8511I449|111519|1511|-6631I-863|1I91|53111531|1191|-86311111II11I1i11111J11111111111|-639|1111车辆最小弯矩170|533|45711I-85j-6411111-798|-120111-1201|-7981|-64|-85111457|111533|1701I-6391I-835|1I106I5461I546|11106|-8351111111111111111十J1111111r111I526|111对应剪力267|19|-2311|-326j-501111-638|-8931717I4611|359i⑵1|98|-1501|-399|-664|639|307|581-191I-439|-776

1251桩柱位置1对应截面11柱左11柱中11柱右I广2跨中|2柱左|2柱中|2柱右|2'3跨中|3柱左|3柱中|柱右|3~4跨中|4柱左|4柱中|4柱右|1IIII11111I11111111111I坐标(cm)||384|432|1480|t948|11416|11464|11512|198011|2448|t2496|2544|13012|3480|3528|3576|11111I11I1I1H1T1t11111I车道最大弯矩1-1173|-1464|1-998|785|1-906|1-1239|1-908|92711|-908|-1259|-906|1785|-998|-1351|-1173|IIIL1I111III1H1111111111车辆最大弯矩I-1181|-1474|■|-1001|1745|1-905|1-1238|1-908|86711|-908|1-1260|-905|1745|-1001|-1356|-1181|111111I11H111111111I对应剪力I-592|-624|1594|66|1-678|1-710|\717|1111-717|-748|678|-66|-594|-757|592|I抑而1III111111111|||I1Illi11111111111111I车道最小弯矩|-1345|-1684|-1185|519|-1065|-1451|-1091|557|-1091|-1532|-1065|I519|-1185|-1616|-1345|IIIL111111H1111111111车辆最小弯矩I-1350|-1691|1-1184|1530|1-1032|-1-1408|1-1054|57211|-1054|1-1477|-1032|1530|-1184|-1614|-1350|1I111II1H1111111111对应剪力1-693|-724|1716|t21|1-789|1-820|1905|011|-905|t-936|789|1-21|-716|-923|693|11111I1111I1H1T1t111111车道最大弯矩1-1173|-1351|1-998|785|1-906|1-1259|1-908|92711|-908|-1239|-906|1785|-998|-1464|-1173|IIIL11I111I11H1111111111车辆最大弯矩1-1181|-1356|1-1001|1745|I-905|1-1260|1-908|867f1|-908|1-1238|-905|1745|-1001|-1474|-1181|111111I11HI111111111对应剪力1-592|757|1594|66|1-678|1748|\717|-1111-717|710|678|-66|-594|624|592|11111111|4-1flXUU|||I1Illi11111111111111I车道最小弯矩|-1345|-1616|-1185|519|-1065|-1532|-1091|557|-1091|-1451|-1065|1519|-1185|-1684|-1345|111|_111111।11H11t1111111车辆最小弯矩1-1350|-1614|1-1184|1530|1-1032|1-1477|1-1054|57211|-1054|1-1408|-1032|1530|-1184|-1691|-1350|111FFF-F-FHHFF

126||对应剪力|-693|923|716|21|-789|936|905|789|-21|-716|724|693|0I-905I820I注：1、长期效应组合用于裂缝计算。准永久值系数：汽车荷载0.4,人群荷载0.4。2、乍道荷载或不辆荷载根据用户输入不计入冲击力。作用效应组合表（表14）-已计入荷载分项系数1梁板位置1411对应截面11I15|16|171I|।2|18।।।13|4||19|20|111516\,1|21|22|11181191I10|11|12|11113|111।।11111111111111111I坐标(cm)2422|1,1'124|2599|2775|29521II1301|31291|477|654|I3306|3483|11111831|1008|1184|3659|3836|1111361|11538|11715|1892|2068|III224511111111111111111111111111-886|111最大弯矩|T02|-675|1077|17381111-822|1386111|-1131|150||150|-1131|1II111386|1738|1077|-822|-102|1II-675|1-886|1809|2110|2110|11I80911111111111II111111111-704|左截面111I对应剪力|-145|795|1051|3041111-477|-269111|807|899||-743|-653|11111636|129|-444|623|347|111-619|886|11217|666|-68|1II-8061111111111111111111111111-1531|-11I最小弯矩|T02|-1232|-147|3941II1-1141|4091|-1815|-111||-111|-1815|III11409|394|-147|-1141|-102|1II-1232|1-1531|1-148|380|380|1II-148111j..111111II1111I111111-1043|111对应剪力1T45|878|535|2361II1-657|-61111|1402|574||-390|-1101|1II11218|-79|-376|966|347|1II-704|11215|1527|229|-70|11I-36811f111I11111IIt111I1111111-886|11I最大弯矩1-102|-675|1077|17381111-822|1386111|-1131|150||150|-1131|1II111386|1738|1077|-822|-102|111-675|1-886|1809|2110|2110|11180911111111111II1111111111-886|右截面1111对应剪力I-452|619|444|-1291II1-623|-636111|653|743||-899|-807||1111269|-304|-1051|477|145|111-795|1704|1806|68|-666|1II-121711111111111II111111111111-1531|1।1最小弯矩IT02|-1232|-147|3941II1-1141|409111|-1815|-111|-1815|1II11409|394|-147|-1141|-102|1II-1232|i-1531|i-148|380|380|1II-148111r1I11111II11111111111-1215|11I对应剪力「452|704|376|791111-966|-218111|110113901|-574|-1402|1111161|-236|-535|657|145|111-878|1043|1368|70|-229|1II-527111111111111111111111111-667|111最大剪力1-145|1460|1051|3161II1-477I-56111|1402|970||-358|-653|11111636|129|-282|966|518|111-619|11743|11229|672|-32|1II-368।11111।111J1L111i111111

127I桩柱位置I对应被面I1柱左I1柱中I1柱右I3、4跨中i4柱左|4柱中|4柱右|I坐标（cm）||384|432|4802544|3012|3480|3528|3576|I|最大弯矩|-1366|-1706|-1116-1121|1647|-1116|-1508|-1366|||对应剪力|-688|-726|651838|-177|-651|-843|688|I左截面I111II最小弯矩I-1861|427|-1790-III97I—517-4-2—4I16I—127-9I|对应剪力|-1032|-1070|10991341|31|-1099|-1438|1032|I最大弯矩I-1366I-1508I-1116「2跨中|2柱左12柱中|12柱右|12、3跨中|3柱左|1I3柱中|3柱右I9481|1416111464|111512|1198011I2448|1II2496|116471|-112111-1532|11-1116|1214011|-1116|1I1-1552|11771|-83811-876|11889|1211|-889|1I1-926|14271|-1861I1-2513|1I-1959|141111|-1959|II1-2815|1-311|-134111-1379|111764|1011|-1764|1I1-1802|116471I-11211-1552I1-1116I214011I-1116I1-1532I1|-1133|1公部而1对应弯矩IT02|-815|1077|13911II-822|441|-1815|141||-100|-1131|1II1386|1738|-1141|-102|1I379|1-675|I-1500|795|2107I117311I-77I1111II11111II111II11T1I十111最小剪力1-145|1-657111|807|513|11218|-84|-455|-1191|826|527|229|-108|-812|-1368|1795|479|142111|-269|-776|-1109|111623|337|11111j1I11111111111111111111T111111111I对应弯矩|T02|1-1141t11|-1131|-100|11409|416|710|-905|-1133|-77|450|1106|795|-1500|1-675|296|754111|1386|139|-1697|111-822|-102|111111I111111111111111111111[1111111最大剪力I-337|1-623111|1109|776|11269|-142|-479|-795|1368|812I108|-229|-527|-826|11191|455|84III|-218|-513|-807|1II657|145|1I11111I1111111I11111II111II11111111111对应弯矩I-102|1-822111|-1697|139|111386|754|296|-675|-1500|795I1106|450|-77|-1133|-905|710|416|409|-100|-1131|-1141|-102|1士林而1II1II1I111」一一1I1后做圜1111t1I1t11III111I111111111111最小剪力1-518|1-966t11|653|358|1156|-316|-1051|-1460|667|368|32|-672|-1229|-1743|1619|282|-129111|-636|-970|-1402|111477|145|1111111I11111t1111111111111111111111111对应弯矩|-102|1-1141111I-1131|-100|11441|1391|1077|-815|-1133|-77I1173|2107|795|-1500|-675|379|1738I1386|141|-1815|-822|-102|

128-1121|1647|-1116|-1706|-1366|11对应剪力1838|-177|-651||七部而L1-688|843|651|726|688|111177|-8381|926|1I889|1-2|1-889|1876|114JftXlHIII111111111111111I|最小弯矩|T971|-2464|-1790|-1861|427|-1790|-2475|-1971|111111_427|-18611|-2815|II-1959|1411|1-1959|1-2513|1111-H1H।।对应剪力i111!1-1032|1438|1099|-311|-134111|1802|11764|10|1-1764|11379|1341|31|-1099|1070|1032|IIiiiiiiiiII1I111।'।豆大剪力i-688|-726|1108|177|-838|-876|1764|38|-846|-8841503|37|-651|-843|1032|IIIII1iiii1111111十1111||对应弯矩|-1366|-1706|-1671|1647|-1121|-1532|-1959|1170|-1351|-1767-1624|453|-1116|-1508|-1971|I左截面卜111111最小剪力|-1032|-1070|651|-37|-1503|-1541|846|-38|-1764|-1802|838|1-177|-1108|-1438|111688|111।11111111111111111111111111111对应弯矩I-1971|1-2475|-1116|453|-1624|-2354|-1351|1170|-1959|-2815|-1121|1647|-1671|-2464|-1366|IIiiiiiiii।।।।।।।।'।看大剪力i-688|I1438|1108|177|-838|1802|1764|38|-846|15411503|37|-651|1070|1032|11iiii1IIII11III111111I|对应弯矩|-1366|-2464|-1671|1647|-1121|-2815|-1959|1170|-1351|-2354-1624|453|-1116|-2475|-1971|I右截面卜11।《小剪力i-1032|1843|651|-37|-1503|884|846|-38|-1764|876838|1-177|-1108|1726|1688|111I111111111IT1111r1i1I111111对应弯矩11-1971|1-1508|-1116|453|-1624|-1767|-1351|1170|-1959|-1532-1121|1647|-1671|-1706|-1366|注：1、表中数据用于强度（即钢筋面积）计算，内力值已计入荷载分项系数（见2004通用桥规4.1.6条）。2、可变作用效应的组合系数鸩=0.8,用于人群荷载产生的效应。3、左右截面弯矩当刚架计算时仅支点截面不同，其他截面均相同。按撑杆系杆体系计算边柱外侧截面的钢筋面积表（表15-1）一不满足条件，不需要计算。配筋、裂缝计算表（表15）

129I梁板位置I对应截面|1|2|3|4|5|6|7|8|9|10|11|12I13|14|15I16|17|18|19|20|21I22|54—224222I42-430757—2456I99—25774251129384892I3108O38431盖梁高度1(cm)|120.0|120.0|120.0|120.0|120.0|120.0|120.0|120.0|120.0|120.0|120.0|120.0|।।120.0|120.0|120.0|120.0|120.0|120.0|120.0|120.0|120.0|120.0|1।।।।।।।।II1I1IIIIII।।।।।।।।।।।।I।1I।I।1111111111下缘保护层16.5|6.5|6.5|6.5|(cm)6.5|16.5|6.5|6.5|।।6.5|6.5|।6.5|6.5|6.5|6.5|116.5|6.5|6.5|6.6.5|5|6.5|6.5|6.5|11111II1II11111111111111111i।।111111।1上次保护层1’6.5|6.5|(cm)6.5|16.5|6.5|6.5|6.5|6.5|6.5|6.5|6.5|6.5|6.5|6.5|6.5|6.6.5|5|6.5|6.5|6.5|6.5|6.5|111111111111I1।盖毒配筋的।4算公式采用।一般।一般।1一般1一般1一般11一般1一般1一般11一般।一般।一般।一般।一般।一般11一般1一般1一般11一般1一般1一般11一般I一般I111111111.150|1.150|1,150|111.150|1.150|111.150|1.150|111.150|1裂缝C3值|无腹板|1.150|1,150|1.150|1.150|1,150|1,150|1.150|1.150|1.150|1.150|1.150|1,150|1.150|1,150|।।1।।।।111।II1I1IIIIII।।।।।।।।।।।।I।।1111控制裂缝荷载1।।।车道1车道1车道|i1车道1车道111车道1车道1।।车辆1车辆1车道1车道1车道1车道1车辆1车辆1车道1车道1车道1车道1车道1车道I车道I-886|-822|组合弯矩值2110I021X-102|-822|-1131|150|1386|1738|1077|-675|2110|809|-886|-675|1077|1738|1386|150|-1131|

1301111111受压不计111受压不计1受压不计115.2|149.7|162.9|138.3|11受压不计1受压不11弯矩筋面积计|28.6|77.1|77.1|286|受压不计|受压不计|38.3|62.9149.7|5.2|受压不计|受压不计1受压不计111111111111111111111111111J11t111111—!!1—11弯矩筋根数11-111-1-1t1119|T111171111-15|1-1113|113|511-1-11117|111|19II1111111I111111111111111111111t___111—11裂缝弯矩值1|-8511|-690|-981|130|1807|1997|1550|11-555|-731|399|1130|1130|399|-731|-555|550|997|807|30|-981|-6901-85|IK缪；1•笛11111I|11II1111111111111111111111-111—11裂缝筋根数11-111-1-11|111|113I171111-16|1-11151115|611-1-11117|113|111111111-111I11111111J1111111111111-111—1I裂缝C211-111-1-111.000111.411|11.408|11.377|111-|1.372|1-111.399|1.1399|1.37211-1-11111.377|11.408|11.411|11.000|1111111111111111I1j।11111111—!11—11配筋率U%11-111-1-1t0.600|10.600|T0.600110.6001111-|0.600|1-110.626|0.626|0.6001-1-11110.600|10.600|10.600|10.600|11111111111111111111111111—!11—11钢筋应力11-111-1-1149|1121|1126|1129|111-1109|1-11124|1124|10911-1-1111129|1126|121|149|11-111I1111111111111111111111-111—11裂缝宽(mm)1|0.20011|0.200|0.20010.055|10.191|10.199|10.200|110.20010.200|0.168|0.193|0.193|3.168|0.200|0.200|0.200|0.199|0.191|0.055|0.200|0.20010.200|।।1111111।11I1I1II1III।।।।।।।।1।।।111111—11控制裂缝荷载1乍道111车辆1车道1车道1车道1车道11车道111车道1车道1车道1车道1车道1车道1车道1车道1车道1车道1车道1车道1车道1车辆1车道111H41FFLHL1

13111-1531|-1141|111组合弯矩值-148|380|-102|1-102|-1141|-1815|-111|409|394|-147|-1232|380|-148|-1531|-1232|-147|394|409|-111|-1815|।।1।।i।।1111I111II।।।।।।1IIII111111111111111155.1|40.6|1।1弯矩筋面积13.5|40.6|5.1|受压不计|受压不计|5.1|55.13.5|।I।I65.8|3.9|受压不计|受压不计|5.1|44.0|I44.0|5.1|受压不计|受压不计|3.9|65.8|1II11I11।1I11III1111111IIIII11f1111111111119|711।1弯矩筋根数11-1-111117|111911111111-1-1118|8I11-1-11I111111111II11111111111111111111111111111111111裂缝弯矩值-986|33|472|-881|-85|1的I-85|-881|472|33|-986।।-1349|-73|421|468|77|-767||-767|77|468|421|-73|-1349|।।।।।।1井1111II1II11I111111111111114|-12|111裂缝筋根数1-12112I12）1-114I1|18|1|-|-|-|11|111-|-|-|1|18|IIIIII11111111111111111IIIII11f11111111111111.438|1.454|111裂缝C2-111.500|11.500|1.454|1,445|1.447|-|-|-|1.432||-|1.438|1.432|-|-|-|1.447|1,445|।।।।।1।।111IIII1III।।।।।1IIIII11t11111111111110.60010.600|111配筋率U%-1-10.600|10.600|0.600|0.751|0.600|-|-|-|0.600||-|0.600|0.600|-|-|-|0.600|0.751|।I।।।।।।111I।।1II।।।।।।II1III111111111111111116|121|1।1钢筋应力-1-1-70|170|121|1-1116I11123|120|-|-|-|115|115|-|-|-|120|123|1IIIII111111111111111111IIII11111111111111110.187|0.197|11裂缝宽（mm）0.200|0.200|0.118|10.11810.19710.19210.196|0.200|0.200|0.200|0,185|0.200|0.200|0,187|0.185|0.200|0.200|0.200|0.196|0.192|1।1।1111

1321桩柱位置1对应截面柱右|2,3跨中|3柱左।।ii柱左i13柱中左|111柱中左13柱中右i1柱中右11柱右13柱右|3~4跨中|11r2跨中|2柱左|4柱左j4柱中左|112柱中左|4柱中右i।2柱中右|24柱右|।11111111111111111111i11座'标11512|1980|11(cm)2448|11I384|2496|ii43212496|1432|2544|i1480|3012|i1948|3480|1416j3528|।1464|3528|।11464|3576|111111111I11।।।।1।।।।1।1盖梁'高度1120.0|120.0|(cm)120.0|Ii|120.0|120.0|ii120.01120.0|I120.0|120.0|I120.0|120.0|1120.0|120.0|120.0j120.0|1120.0|120.0|।1120.0|120.0|111111111111I1iII11iII।1下缘保护层16.5|6.5|11(cm)6.5|ii16.5|6.5|116.5j6.5|6.5j6.5|i6.5|6.5|16.5|6.5|6.5|6.5|।6.5|6.5|।।6.5|6.5|।11111111111111111111111上缘忘护层16.5|6.5|(cm)6.5|1116.5|6.5|6.5j6.5|6.5|6.5|6.5|6.5|6.5)6.5|6.5|6.5|6.5|6.5|16.5|6.5|।盖梁向筋的।计1公式采用i1一般1一般11般般二般般二般般二一般i一般।1一般1一般|1一般1一般|1般般二一般1一般111一般11111111111111111111111裂缝C3值|无腹板111.150|11.150|\1.150|11.150|11.150|11.150|11.150|11.150|1.150|1.150|111.150|11.150|।1.150|11.150|11.150|।1.150|1.150|।1.150|11.150|1।控看裂缝荷载i车道11车道i车道车道车道车辆11车辆i车道i车道车道1车道11|_车道1车辆11车辆1车道车道车道1车道11车道11111111组合弯矩值1I-1366|1-1706|1-1508|1-1116|11647|I-1121|1-1532|1-1552|-1116|12140|-1116|1L-1552|1-1532|1-1121|11647|1-1116|-1508|1-1706|1-1366|111压不计1111弯矩筋面积78.3|受压不计11111111111受压不计1受压不计1受压不计1受压不计159.4|受压不计|受压不计|受压不计|受1受压不计|受压不计|受压不计|59.4|受压不计|受压不计|受压不计|受压不计|।।।।■i।।।1111iiiiIllii|iiii11111弯’矩筋根数13I-111111-1-1-11-1-1iiii110|ioii1111-1-11II1111111iiii1ii111111裂‘缝弯矩值-919|1154|-919|11IIII|-1147|-1432|-1310|-1274|-1257|-920|iiii1-968|956|i1956|-968|1111-920|-1257|-1274|-1310|-1432|-1147|iii11涵H部|111111111111111111111111裂’缝筋根数151-1iiii1-1-1-11-1-1iiii113|113iiiii1-1-11111111IIIIiiii11।1111111裂缝C2IIII1-1-1-11111.411|111

133o2081.402|1.411|I配筋率U%|I0.626|-|I钢筋应力I127|-|I裂缝宽(mm)I0.2000.198|0.200|0.200|0.2000.200|I0.600|121|0.200|0.2000.200|0.192|II控制裂缝荷载I乍辆车道|车道|车道|车道乍辆车道车道I车道车道I车道-1959|I组合弯矩值411|-1959|-1971-2815|-2475-2513|-2464|-1790-1861|427|II弯矩筋面积71.3|受压不计|71.3|71.8105.0|91.492.9|受o—L59•6712II弯矩筋根数I12I1218I1516I15|11HI-I-1251|I上缘计算卜I裂缝弯矩值498|-1251|-1508-1769|-1891-1647|-1826|-1331-1211|475|17II裂缝筋根数I17I2022|2321I23|1816I-I1.436|1裂缝C21.436|1.4491.433|1.4481.441|1.443|1.4451.440|-|0.709|I配筋率U%|0.709|0.8350.918|0.9600.876|0.960|0.7510.668|I钢筋应力I121I124132|135129|131|122124|-|H0.600|hh—111111iiiiiiiii121|11111111iiiiiiiii0.192|10.200110.200|0.2000.200|10.200|10.200|10.200|IIIIill)车道1车道1车道i车道,车道11车道11车辆11车辆IIIIiiii1427|1-1861|1-2513|-2815-1790|1-2464|1-2475|1-1971|IIIIIIII受压不计i167.5|192.9|105.064.9|i91.0|191.4|171.8|IIIIIlli1111116|18111115Ii15I112IIIIIIIII1475|i-1211|1-1647|-1769-1331|-1826|i-1891|i-1508|iiiiiiiii16121|2218Ii23|123|120|IIIIIIII111.440|11.441|1.4331.445|i1.443|11.448|11.449|iiiiiiiiI10.668110.876|0.9180.751|0.960|i0.960|i0.835|iiiiiiiiii124|i129|132122|L_131|—135|L-124|-H914.-1—64II裂缝宽(mm)0.189|0.200|0.189|0.1890.195|0.1990.193|0.191|0.1890.197|0.200|0.200|0.197|0.1930.195|0.189|0.191|0.199|0.189|

134注：1、““组合弯矩值”由作用效应组合表(已计入荷我分项系数)计算钢筋面积(cm2)并反算钢筋根数，“裂缝弯矩值”由内力合计表(短期效应计入频遇值系数，长期效应计入准永久值系数)计算钢筋根数。2、裂缝宽度限值0.2mm。裂缝计算宽度Cl值为1。3、混凝十.强度等级C30,主筋种类HRB335钢筋，主筋直径281nln。4、钢筋面积单位：cm2,其余有量刚均以kN-m制。5、当计算的跨中下缘裂缝钢筋根数小于其他截面的下缘根数时，可能由C2值引起。6、上缘最少通长钢筋0根，下缘最少通长钢筋0根。7、“盖梁配筋的计算公式采用”一栏中，“盖梁”指按盖梁构件、“一般”指按普通钢筋混凝土构件配筋计算。8、盖梁公式与一般公式分别计算跨中段和悬臂段，当跨高比越小于5,边柱中心的左右截面计算结果相差越大。9、盖梁计算跨径1032.2cm,盖梁宽度130cm。10、内力值未反映重要性系数，配筋计算时计入该系数的影响。已知混凝土箍筋分配系数计算箍筋间距和斜筋根数表(表16)1梁板'位置1'对应截‘面111|12|3|15|16|171819110|11|12|13|14|1II15|116|117|118|119|120|1211122|111111II111I1111111111111111I有效梁高|H0(cm)|1113.5|1113.5|1113.5|1113.5|1113.5|1113.5|1113.5|1113.5|113.5|113.5|113.5|113.5|113.5|113.5|1II113.5|1113.5|1113.5|1113.5I113.51113.51113.5|1113.5|111111II111111111111111111111受压宽度IB(cm)|1130.0|1130.0|1130.0|1130.0|1130.0|1130.0|1130.0|1130.0|130.0|130.0|130.0|130.0|130.0|130.0|1II130.01130.0|1130.0|1130.01130.01130.0130.0|1130.0|I1111II11..1114.I1[111111111111I组合剪力|Vd(kN)已乘以r0|1-569|1-1063|11542|11067|1700|1-347|1-1157|1-1606|1918|1352|739|-739|-1352|-1918|1II1606|11157|1347|1-700|1-1067|1-1542|11063|I569|111111II1111111111TI11\111111组合弯矩IMd(kNm)|1-102|1-1141|1-1815|1141|11386|11391|11077|1-815|-1500|795|2107|2107|795|-1500|111-815|11077|1139111138611141|I-1815|-1141|1-102|1111111111I11111111[111I1111悬臂段附加1剪力扣除值kN|10|10|10|10|10|10|1011010101010|0|0|11101101101101101101101I0|1111111111L11[11111f111111不配斜筋1剪力值(kN)|11025|11025|11025|r1025|11025|11025|11025|11025|1025|1025|1025|1025|1025|1025|1II1025|11025|11025|11025|11025|11025|f1025|11025|(11111|||111।11111111111111截面限制1剪力值(kN)|14122|14122|14122|14122|14122|14122|14122|14122|4122|4122|4122|4122|4122|4122|11141221141221141221141221I4122|14122|14122|14122|11111111111111I111111111111।组合‘剪力M于限制看力值।1满足11满足11满足11满足11满足11满足11满足11满足1满足1满足1满足1满足1满足1满足111满足1满足1满足1满足1满足(满足1满足11满足11111111111..1114.11..1TIt1TIT11111组合剪力城|1-518|1-966|11402|1970|1636|1-316|1-1051|1-1460|1743|1229|672|-672|-1229|-1743|1前括山LL-1460|11051|1316|1-636|1-970|L-1402|1966|1518|1।।

13511111组合弯矩kN|1-1021|-1141|I-1815|1141|11386|113911|1077|l-815|n-1500|795|2107|2107|IL.795|-1500|1-815|1077|1I1391|11386|1141|(-1815|-1141|1I-102|1i11I1||111।1|11r1111|t1T_|t111受拉筋根数112|12|18|11|11111131171111114I6|15|15|1+窗;粕L6I14|111171i।13Ii111i11L.18112|J21i1110.6261110.626|iII主筋配筋率％10.250|0.584I110.083|0.501||0.459|0,292|।।10.751|0.543|110.042|0.459|110.459|0.042110.543|0.751110.292|0.501|110.459|0.083|10.584|10.250|1111ii1II11|.......1।1।11111110|10|1‘斜筋承担’剪力1-541|-767|IL10642|1|-425|463|।।1617|0|।I11427|0|0|0|-427|-617|1111-463|425|1-642|0|i767|541|0.0|0.0|I斜筋计算111斜筋面积cm2|10.01128.6|41.5|28.7|10.0110.01131.2|143.3|36.4|51.7|1143.3|131.2|10.0|10.0|128.7|141.5|L.28.6|L-0.0|L.151.7|36.4|1’需要斜筋’根数10.0|4.7|6.7|14.7|0.0|10.0|5.9|8.4|117.0|।5.1|10.0|।0.0|14.7|।6.7|0.0|0.0|5.1|7.0|8.44.7|0.0|5.9|采用斜筋根数6|9|111碎箍筋承担剪力1-569|-638|925|1640|1700|1-347|-811|-1151|11964|1694|1347|1-700|1-640|I-925|1739|-739|-694|-964|1151638|569|811|1.000|1.000I箍筋计算111分配系数111.000|10.600|I0.600|II0.600|1.000|11.000||0.60010.6001।।0.600|।0.600|।1.000|।1.000|0,600|।10.6000.600|0.600|0.600|0.600|1.000|0.600|1।1分配系数260%|'满足1满足1'满足1'满足1满足1'满足1满足1’满足1满足1满足|满足|满足|।।满足।满足1满足।1满足।I满足111满足|满足1满足11II满足111|箍筋间距Sv(cm)|1270.0|1241.5|99.0|171.0|1160.9|1667.6|156.2|84.8|150.4|1150.4|113.1|61.4|1184.8|1156.2|1667.6|1160.9|1171.0|199.0|1241.5|I270.0|111111111111111111111111111斜截面|水平投影长度cm|188.1I188.1I38.8151.61111.8|33.5|170.8|61.5|77.7|204.3I18.7|130.8I130.8|8.7|1264.5|77.7|161.5|70.8|33.5|11.8|61.4|113.1|51.6|38.8|iiiiiiiiiiii桩柱位置'।对‘应截面I2'3跨中|3柱左|3柱中左11ii柱左11柱中左13柱中右|3柱右11111柱中右I3~4跨中1右左柱柱14i「2跨中14柱中左।12柱左|2柱中左|2柱中右|2柱右|4柱中右|4柱右i।।।।11II1IIII11J1L111t11L1

1361有效梁高IHO(cm)113.5|113.5|113.5|113.5|113.5|113.5|113.5|113.5|113.5|113.5|1113.5|113.51113.51|113.5|1113.5|I113.5|1113.5|1113.51|113.5|11FII1111111j11111।11111受压宽度1IB(cm)130.0|t1130.0|1130.0|1130.0|1130.0|130.0|t1130.0|130.0|130.0|130.0|1130.0|130.01130.01|130.0|1130.0|1130.0|1130.0|1130.01|130.0|1111111111ITI11111\11i组合剪力’1IVd(kN)已乘以r0-1135|11-1177|11582|11218|1194|-1653|t1-1695|1982|1940142|1-1940|-1982116951|1653|1-194|1-1218|1-1582|111771|1135|111111111I1111111111111组合弯矩1IMd(kNm)-1971|11-2475|1-2464|1-1671|11647|-1624|1\-2354|-2815|-1959|1170|1-1959|-28151-23541|-1624|11647|1-1671|1-2464|1-24751|-1971|I1111111I11i1-1j1\11||1悬臂段附加11剪力扣除值kN0|110110|10|10|010|0|010|10|0101|0110|0|10|1010|1111I1111111111\11111不配斜筋1剪1值(kN)1025|111025|11025|11025|11025|1025|T11025|1025|1025|1025|11025|1025110251|1025|11025|11025|11025|110251|1025|1111111111111111111111截面限制1剪力值(kN)4122|114122|14122|14122|14122|4122|114122|4122|4122|4122|14122|4122141221|4122|14122|14122|14122|141221|4122|11FII1|11II111I1I1।11组合剪力1小于限制剪力值满足1满足1满足1满足1满足1满足1।满足1满足1满足1满足11满足1满足1满足11满足11满足11满足11满足11满足11满足111111111111TI11111\1111111组合剪力kN-1032|11-1070|11438|11108|1177|-1503|t1-1541|1802|1764138|-1764|-18021541|1503|-177|-1108|-1438|1070|1032|11।1111[11]乂男场匚匚1111111I111I11111111111组合弯矩kN-1971|11-2475|1-2464|1-1671|11647|-1624|1\-2354|-2815|-1959|1170|1-1959|-28151-23541I-1624|11647|1-1671|1-2464|1-24751I-1971|111I1|111111111j1f111111受拉筋根数20|1122|121|18|13|16I19|20|17115I17|2019116I13|18|21|22120|1士轿将拥111\111111土肋纹班11111111\\111I\11111111主筋配筋率％0.835|110.918|\0.876|10.751|10.543|0.668|T10.793|0.835|0.709|0.626|10.709|0.83510.7931|0.668|10.543|10.751|10.876|10.9181|0.835|1111111111111111111111111斜筋’承担剪力-454|11-471|1633|1487|10|-661|11-678|793|77610|1-776|-79316781|661|10|1-487|1-633|14711|454|111111111I1111111TI111111斜筋面积cm230.6|1131.7|142.6|132.8|10.0|44.5|t145.7|53.4|52.310.0152.3|53.445.7|44.5|0.0|32.8|42.6|31.7|30.6|1斜筋计算1FHFHFHFH

137+1111需要斜筋根数1h5.0|1„5.1|H6.9|P5.3|F0.017.2|17.4|8.7|8.5110.018.5|8.7|7.4|17.2|10.0|15.3|16.9|15.115.0|11,J_11||।11111111111T111'1采用‘斜筋根数15|16|17116|10|8|11819|91L.0|9|9|118|18|10I16|17|16115|1111111111111111I11111111佐箍筋承担剪力11-681|1-706|1949|1731|1194|-992|11-1017|1189|11641142|-1164|-1189|I1017|1992|1-194|1-731|1-949|170611681|111111111I11111j111111|||1分配系数110.600|10.600|10.600|10.600|11.000|0.600|110.600|0.600|0.60011.000|0.600|0.600|0.600|0.600|1.000|0.600|0.60010.600|0.600111L11J1（11J_报肋1丁舁11III1|1|1|1|1I11|111111|分配系数260%|满足1满足|满足1满足1满足1满足1满足1满足1满足1满足।满足।满足i1满足11满足|1满足11满足11满足11满足11满足I1111।11II111I111I1|111111।।।I箍筋间距Sv(cm)|1230.2|1176.9|197.0|1158.6|12129.8|84.4|1182.8|61.2|61.91|_9999.0|61.9|61.2|II82.8|184.4|12129.8|1158.6|197.0|1176.91|230.2|I11111111111111j11111|||斜截面I水平投影长度cm|1114.6|1138.8|1102.8|190.5|1204.3|64.8|1191.7|93.7|66.61204.3|66.6|93.7|91.7|64.8|559.2|90.5|102.8|138.8|114.6|注：1、表中“组合剪力”已计入荷载分项系数，用于计算箍筋间距。2、表中广义剪跨比对应的“组合剪力”与“组合弯矩”已计入荷载分项系数，但未计重要性系数rO,用于计算斜截面水平投影长度。3、表中“斜筋承担剪力”、“碎箍筋承担剪力”已经计入重要性系数rO。4、主筋钢种HRB335,直径28mln,抗拉设计强度280MPa,最小配筋率0.223%（编号JTGD62-2004规范9.1.12条），混凝十.强度等级为C30。5、箍筋钢种HRB335,直径12mln,抗拉设计强度280MPa,最小配筋率0.12%（编号JTGD62-2004规范9.3.13条），箍筋3环6肢面积6.786cm2,斜筋弯角45。。6、60%截面剪力由混凝土和箍筋共同承担，40%截面剪力由斜筋承担。7、抗剪包络图剪力值右侧括号内数值为抗剪钢筋根数，无括号指不需配置抗剪筋，山彼箍筋承担即可。8、表中不配斜筋剪力值、截面限制剪力值未除以重要性系数r0=l.1。9、截面组合剪力小于“不配斜筋剪力值”时按构造要求配制箍筋，规范第5.2.10条。10、截面组合剪力大于“截面限制剪力值”时必须加大截面尺寸，规范第5.2.9条。11、箍筋配筋率不得小于0.12%。等高度梁内箍筋间距不得大于40cm。箍筋直径不得小于8mm。已知箍筋间距计算斜筋根数表（表17）一不满足条件，不需要计算。纵向加载影响线计算结果I左孔计算跨径左孔支距I右孔支距I右孔计算跨径|12.6000.2000.1004.000

138加载方式1设计荷载1梁板号1车轴坐标1轴fil竖向值1横分系数1左支反力右支反力11辆双孔布载左偏车辆荷载10.1000160.00000.00790.03400.040.001辆双孔布载左偏车辆荷载17.3000200.00000.57940.107112.410.001辆双孔布载左偏车辆荷载113.3000140.00000.90000.10710.0013.501辆双孔布载左偏合计车辆荷载114.5000140.0000640.00000.60000.10710.009.0012.45+22.49=34.951辆双孔布载左偏车辆荷载20.1000160.00000.00790.03210.040.001辆双孔布载左偏车辆荷载27.3000200.00000.57940.101211.730.001辆双孔布载左偏车辆荷载213.3000140.00000.90000.10120.0012.761辆双孔布载左偏合计车辆荷载214.5000140.0000640.00000.60000.10120.008.5011.77+21.26=33.031辆双孔布载左偏车辆荷载30.1000160.00000.00790.03030.040.001辆双孔布载左偏车辆荷载37.3000200.00000.57940.095411.050.001辆双孔布载左偏车辆荷载313.3000140.00000.90000.09540.0012.021辆双孔相载左偏合计车辆荷载314.5000140.0000640.00000.60000.09540.008.0111.09+20.03=31.121辆双孔布载左偏车辆荷载40.1000160.00000.00790.02840.040.001辆双孔布载左偏车辆荷载47.3000200.00000.57940.089510.370.001辆双孔布载左偏车辆荷载413.3000140.00000.90000.08950.0011.281辆双孔布载左偏合计车辆荷载414.5000140.0000640.00000.60000.08950.007.5210.41+18.79=29.201辆双孔布载左偏车辆荷载52.000060.00000.15870.08360.800.001辆双孔布载左偏车辆荷载55.6000140.00000.44440.08365.200.001辆双孔布我左偏车辆荷载56.8000140.00000.53970.08366.320.001辆双孔布载左偏合计车辆荷载512.8000200.0000540.00001.02500.21000.0043.0512.32+43.05=55.371辆双孔布载左偏车辆荷载62.000060.00000.15870.07780.740.001辆双孔布载左偏车辆荷载65.6000140.00000.44440.07784.840.001辆双孔布载左偏车辆荷载66.8000140.00000.53970.07785.870.001辆双孔布载左偏合计车辆荷载612.8000200.0000540.00001.02500.29000.0059.4511.45+59.45=70.901辆双孔布载左偏车辆荷载72.000060.00000.15870.07190.680.001辆双孔布载左偏车辆荷载75.6000140.00000.44440.07194.470.001辆双孔布载左偏车辆荷载76.8000140.00000.53970.07195.430.001辆双孔相载左偏合计车辆荷载712.8000200.0000540.00001.02500.49000.00100.4510.59+100.45=111.041辆双孔布载左偏车辆荷载80.1000160.00000.00790.02780.040.001辆双孔布载左偏车辆荷载87.3000200.00000.57940.06607.650.001辆双孔布载左偏车辆荷载813.3000140.00000.90000.06600.008.321辆双孔布载左偏合计车辆荷载814.5000140.0000640.00000.60000.06600.005.547.68+13.86=21.551辆双孔布载左偏车辆荷载90.1000160.00000.00790.01910.020.001辆双孔布载左偏车辆荷载97.3000200.00000.57940.06016.970.001辆双孔布我左偏车辆荷载913.3000140.00000.90000.06010.007.581辆双孔布载左偏合计车辆荷载914.5000140.0000640.00000.60000.06010.005.056.99+12.63=19.62

1391辆双孔布载左偏车辆荷载100.1000160.00000.00790.01720.020.001辆双孔布载左偏车辆荷载107.3000200.00000.57940.05436.290.001辆双孔布载左偏乍辆荷载1013.3000140.00000.90000.05430.006.841辆双孔布载左偏车辆荷载1014.5000140.00000.60000.05430.004.56合计640.00006.31+11.40=17.701辆双孔布载左偏车辆荷载110.1000160.00000.00790.01540.020.001辆双孔布载左偏车辆荷载117.3000200.00000.57940.04845.610.001辆双孔布载左偏乍辆荷载1113.3000140.00000.90000.04840.006.101辆双孔布载左偏车辆荷载1114.5000140.00000.60000.04840.004.06合计640.00005.63+10.16=15.791辆双孔布载左偏车辆荷载120.1000160.00000.00790.01350.020.001辆双孔布载左偏车辆荷载127.3000200.00000.57940.04254.930.001辆双孔布载左偏乍辆荷载1213.3000140.00000.90000.04250.005.361辆双孔布载左偏车辆荷载1214.5000140.00000.60000.04250.003.57合计640.00004.94+8.93=13.871辆双孔布载左偏车辆荷载130.1000160.00000.00790.01160.010.001辆双孔布载左偏车辆荷载137.3000200.00000.57940.03664.250.001辆双孔布载左偏车辆荷载1313.3000140.00000.90000.03660.004.621辆双孔布载左偏车辆荷载1314.5000140.00000.60000.03660.003.08合计640.00004.26+7.70=11.961辆双孔布载左偏车辆荷载140.1000160.00000.00790.00980.010.001辆双孔布载左偏车辆荷载147.3000200.00000.57940.03083.570.001辆双孔布载左偏乍辆荷载1413.3000140.00000.90000.03080.003.881辆双孔布载左偏车辆荷载1414.5000140.00000.60000.03080.002.58合计640.00003.58+6.46=10.041辆双孔布载左偏车辆荷载150.1000160.00000.00790.00790.010.001辆双孔布载左偏车辆荷载157.3000200.00000.57940.02492.890.001辆双孔布载左偏乍辆荷载1513.3000140.00000.90000.02490.003.141辆双孔布载左偏车辆荷载1514.5000140.00000.60000.02490.002.09合计640.00002.90+5.23=8.121辆双孔布载左偏车辆荷载160.1000160.00000.00790.00600.010.001辆双孔布载左偏车辆荷载167.3000200.00000.57940.01902.200.001辆双孔布载左偏乍辆荷载1613.3000140.00000.90000.01900.002.401辆双孔布载左偏车辆荷载1614.5000140.00000.60000.01900.001.60合计640.00002.21+4.00=6.211辆双孔布载左偏车辆荷载170.1000160.00000.00790.00420.010.001辆双孔布载左偏车辆荷载177.3000200.00000.57940.01321.520.001辆双孔布载左偏乍辆荷载1713.3000140.00000.90000.01320.001.661辆双孔布载左偏车辆荷载1714.5000140.00000.60000.01320.001.11合计640.00001.53+2.76=4.291辆双孔布载左偏车辆荷载180.1000160.00000.00790.00230.000.001辆双孔布载左偏乍辆荷载187.3000200.00000.57940.00730.840.001辆双孔布载左偏乍辆荷载1813.3000140.00000.90000.00730.000.921辆双孔布载左偏车辆荷载1814.5000140.00000.60000.00730.000.61合计640.00000.85+1.53=2.38

1401辆双孔布载左偏乍辆荷载190.1000160.00000.00790.00040.000.001辆双孔布载左偏车辆荷载197.3000200.00000.57940.00140.160.001辆双孔布载左偏车辆荷载1913.3000140.00000.90000.00140.000.181辆双孔布载左偏乍辆荷载1914.5000140.00000.60000.00140.000.12合计640.00000.16+0.30=0.461辆双孔布载左偏乍辆荷载200.00000.00000.00000.00000.000.00合计0.00000.00+0.00=0.001辆双孔布载左偏乍辆荷载210.00000.00000.00000.00000.000.00合计0.00000.00+0.00=0.001辆双孔布载左偏车辆荷载220.00000.00000.00000.00000.000.00合计0.00000.00+0.00=0.002辆双孔布载左偏车辆荷载10.1000160.00000.00790.05870.070.002辆双孔布载左偏车辆荷载17.3000200.00000.57940.184821.420.002辆双孔布我左偏车辆荷载113.3000140.00000.90000.18480.0023.292辆双孔布载左偏车辆荷载114.5000140.00000.60000.18480.0015.53合计640.000021.49+38.81=60.302辆双孔布载左偏车辆荷载20.1000160.00000.00790.05580.070.002辆双孔布载左偏车辆荷载27.3000200.00000.57940.175920.380.002辆双孔布载左偏车辆荷载213.3000140.00000.90000.17590.0022.162辆双孔布载左偏乍辆荷载214.5000140.00000.60000.17590.0014.77合计640.000020.45+36.93=57.382辆双孔布载左偏乍辆荷载30.1000160.00000.00790.05300.070.002辆双孔布载左偏车辆荷载37.3000200.00000.57940.166919.340.002辆双孔布载左偏车辆荷载313.3000140.00000.90000.16690.0021.032辆双孔布载左偏乍辆荷载314.5000140.00000.60000.16690.0014.02合计640.000019.41+35.06=54.472辆双孔布载左偏乍辆荷载40.1000160.00000.00790.05020.060.002辆双孔布载左偏车辆荷载47.3000200.00000.57940.158018.310.002辆双孔布载左偏车辆荷载413.3000140.00000.90000.15800.0019.912辆双孔布载左偏车辆荷载414.5000140.00000.60000.15800.0013.27合计640.000018.37+33.18=51.552辆双孔布载左偏车辆荷载52.000060.00000.15870.14901.420.002辆双孔布载左偏车辆荷载55.6000140.00000.44440.14909.270.002辆双孔布我左偏车辆荷载56.8000140.00000.53970.149011.260.002辆双孔布载左偏车辆荷载512.8000200.00001.02500.21000.0043.05合计540.000021.95+43.05=65.002辆双孔布载左偏乍辆荷载62.000060.00000.15870.14011.330.002辆双孔布载左偏车辆荷载65.6000140.00000.44440.14018.720.002辆双孔布载左偏车辆荷载66.8000140.00000.53970.140110.590.002辆双孔布载左偏车辆荷载612.8000200.00001.02500.29000.0059.45合计540.000020.64+59.45=80.092辆双孔布载左偏乍辆荷载72.000060.00000.15870.13121.250.002辆双孔布载左偏车辆荷载75.6000140.00000.44440.13128.160.002辆双孔布载左偏车辆荷载76.8000140.00000.53970.13129.910.002辆双孔布载左偏车辆荷载712.8000200.00001.02500.49000.00100.45

141合计540.000019.32+100.45=119.772辆双孔布载左偏车辆荷载82.000060.00000.15870.12221.160.002辆双孔布载左偏乍辆荷载85.6000140.00000.44440.12227.600.002辆双孔布载左偏车辆荷载86.8000140.00000.53970.12229.230.002辆双孔布载左偏车辆荷载812.8000200.00001.02500.48000.0098.40合计540.000018.00+98.40=116.402辆双孔布载左偏车辆荷载92.000060.00000.15870.11331.080.002辆双孔布载左偏乍辆荷载95.6000140.00000.44440.11337.050.002辆双孔布载左偏车辆荷载96.8000140.00000.53970.11338.560.002辆双孔布载左偏车辆荷载912.8000200.00001.02500.28000.0057.40合计540.000016.68+57.40=74.082辆双孔布载左偏车辆荷载102.000060.00000.15870.10430.990.002辆双孔布载左偏乍辆荷载105.6000140.00000.44440.10436.490.002辆双孔布载左偏车辆荷载106.8000140.00000.53970.10437.880.002辆双孔布我左偏车辆荷载1012.8000200.00001.02500.25000.0051.25合计540.000015.37+51.25=66.622辆双孔布载左偏车辆荷载110.1000160.00000.00790.03030.040.002辆双孔布载左偏车辆荷载117.3000200.00000.57940.095411.050.002辆双孔布载左偏车辆荷载1113.3000140.00000.90000.09540.0012.022辆双孔布载左偏车辆荷载1114.5000140.00000.60000.09540.008.01合计640.000011.09+20.03=31.122辆双孔布载左偏车辆荷载120.1000160.00000.00790.02740.030.002辆双孔布载左偏乍辆荷载127.3000200.00000.57940.086410.020.002辆双孔布载左偏车辆荷载1213.3000140.00000.90000.08640.0010.892辆双孔布载左偏车辆荷载1214.5000140.00000.60000.08640.007.26合计640.000010.05+18.15=28.202辆双孔布载左偏车辆荷载130.1000160.00000.00790.02460.030.002辆双孔布载左偏乍辆荷载137.3000200.00000.57940.07758.980.002辆双孔布载左偏车辆荷载1313.3000140.00000.90000.07750.009.762辆双孔布载左偏车辆荷载1314.5000140.00000.60000.07750.006.51合计640.00009.01+16.27=25.282辆双孔布载左偏车辆荷载140.1000160.00000.00790.02180.030.002辆双孔布载左偏乍辆荷载147.3000200.00000.57940.06857.940.002辆双孔布载左偏车辆荷载1413.3000140.00000.90000.06850.008.642辆双孔布我左偏车辆荷载1414.5000140.00000.60000.06850.005.76合计640.00007.97+14.40=22.372辆双孔布载左偏车辆荷载150.1000160.00000.00790.01890.020.002辆双孔布载左偏乍辆荷载157.3000200.00000.57940.05966.910.002辆双孔布载左偏车辆荷载1513.3000140.00000.90000.05960.007.512辆双孔布载左偏车辆荷载1514.5000140.00000.60000.05960.005.01合计640.00006.93+12.52=19.452辆双孔布载左偏乍辆荷载160.1000160.00000.00790.01610.020.002辆双孔布载左偏乍辆荷载167.3000200.00000.57940.05075.870.002辆双孔布载左偏车辆荷载1613.3000140.00000.90000.05070.006.382辆双孔布载左偏车辆荷载1614.5000140.00000.60000.05070.004.26合计640.00005.89+10.64=16.53

1422辆双孔布载左偏车辆荷载170.1000160.00000.00790.01320.020.002辆双孔布载左偏车辆荷载177.3000200.00000.57940.04174.830.002辆双孔布载左偏乍辆荷载1713.3000140.00000.90000.04170.005.262辆双孔布载左偏车辆荷载1714.5000140.00000.60000.04170.003.50合计640.00004.85+8.76=13.612辆双孔布载左偏车辆荷载180.1000160.00000.00790.01040.010.002辆双孔布载左偏车辆荷载187.3000200.00000.57940.03283.800.002辆双孔布载左偏乍辆荷载1813.3000140.00000.90000.03280.004.132辆双孔布载左偏车辆荷载1814.5000140.00000.60000.03280.002.75合计640.00003.81+6.88=10.692辆双孔布载左偏车辆荷载190.1000160.00000.00790.00760.010.002辆双孔布载左偏车辆荷载197.3000200.00000.57940.02382.760.002辆双孔布载左偏乍辆荷载1913.3000140.00000.90000.02380.003.002辆双孔布载左偏车辆荷载1914.5000140.00000.60000.02380.002.00合计640.00002.77+5.00=7.772辆双孔布载左偏车辆荷载200.1000160.00000.00790.00470.010.002辆双孔布载左偏车辆荷载207.3000200.00000.57940.01491.720.002辆双孔布载左偏车辆荷载2013.3000140.00000.90000.01490.001.882辆双孔布载左偏车辆荷载2014.5000140.00000.60000.01490.001.25合计640.00001.73+3.13=4.862辆双孔布载左偏车辆荷载210.1000160.00000.00790.00190.000.002辆双孔布载左偏车辆荷载217.3000200.00000.57940.00590.690.002辆双孔布载左偏乍辆荷载2113.3000140.00000.90000.00590.000.752辆双孔布载左偏车辆荷载2114.5000140.00000.60000.00590.000.50合计640.00000.69+1.25=1.942辆双孔布载左偏车辆荷载220.00000.00000.00000.00000.000.00合计0.00000.00+0.00=0.003辆双孔布载左偏车辆荷载10.1000160.00000.00790.05920.080.003辆双孔布载左偏车辆荷载17.3000200.00000.57940.186521.610.003辆双孔布载左偏车辆荷载113.3000140.00000.90000.18650.0023.503辆双孔布载左偏车辆荷载114.5000140.00000.60000.18650.0015.67合计640.000021.69+39.16二60.853辆双孔布载左偏车辆荷载20.1000160.00000.00790.05690.070.003辆双孔布载左偏车辆荷载27.3000200.00000.57940.179120.760.003辆双孔布载左偏车辆荷载213.3000140.00000.90000.17910.0022.573辆双孔布载左偏车辆荷载214.5000140.00000.60000.17910.0015.05合计640.000020.83+37.62=58.443辆双孔布载左偏车辆荷载30.1000160.00000.00790.05450.070.003辆双孔布载左偏车辆荷载37.3000200.00000.57940.171819.900.003辆双孔布载左偏车辆荷载313.3000140.00000.90000.17180.0021.643辆双孔布载左偏车辆荷载314.5000140.00000.60000.17180.0014.43合计640.000019.97+36.07=56.043辆双孔布载左偏车辆荷载40.1000160.00000.00790.05220.070.003辆双孔布载左偏车辆荷载47.3000200.00000.57940.164419.050.003辆双孔布载左偏车辆荷载413.3000140.00000.90000.16440.0020.71

1433辆双孔布载左偏合计乍辆荷载414.5000140.0000640.00000.60000.16440.0019.11+13.8134.52=53.633辆双孔布载左偏乍辆荷载55.6000200.00000.44440.157013.960.003辆双孔布载左偏车辆荷载511.6000140.00000.92060.157020.240.003辆双孔布载左偏车辆荷载512.8000140.00001.02500.16800.0024.113辆双孔布载左偏乍辆荷载516.400060.00000.12500.15700.001.18合计540.000034.19+25.29=59.483辆双孔布载左偏乍辆荷载62.000060.00000.15870.14961.430.003辆双孔布载左偏车辆荷载65.6000140.00000.44440.14969.310.003辆双孔布载左偏车辆荷载66.8000140.00000.53970.149611.310.003辆双孔布载左偏乍辆荷载612.8000200.00001.02500.23200.0047.56合计540.000022.04+47.56=69.603辆双孔布载左偏车辆荷载72.000060.00000.15870.14231.350.003辆双孔布载左偏车辆荷载75.6000140.00000.44440.14238.850.003辆双孔布载左偏车辆荷载76.8000140.00000.53970.142310.750.003辆双孔布载左偏车辆荷载712.8000200.00001.02500.39200.0080.36合计540.000020.96+80.36=101.323辆双孔布载左偏车辆荷载82.000060.00000.15870.13491.280.003辆双孔布载左偏车辆荷载85.6000140.00000.44440.13498.390.003辆双孔布载左偏车辆荷载86.8000140.00000.53970.134910.190.003辆双孔布载左偏乍辆荷载812.8000200.00001.02500.38400.0078.72合计540.000019.87+78.72=98.593辆双孔布载左偏乍辆荷载92.000060.00000.15870.12751.210.003辆双孔布载左偏车辆荷载95.6000140.00000.44440.12757.930.003辆双孔布载左偏车辆荷载96.8000140.00000.53970.12759.630.003辆双孔布载左偏乍辆荷载912.8000200.00001.02500.22400.0045.92合计540.000018.78+45.92=64.703辆双孔布载左偏乍辆荷载102.000060.00000.15870.12011.140.003辆双孔布载左偏车辆荷载105.6000140.00000.44440.12017.480.003辆双孔布载左偏车辆荷载106.8000140.00000.53970.12019.080.003辆双孔布载左偏车辆荷载1012.8000200.00001.02500.38400.0078.72合计540.000017.70+78.72=96.423辆双孔布载左偏车辆荷载112.000060.00000.15870.11281.070.003辆双孔布载左偏车辆荷载115.6000140.00000.44440.11287.020.003辆双孔布载左偏车辆荷载116.8000140.00000.53970.11288.520.003辆双孔布载左偏车辆荷载1112.8000200.00001.02500.22400.0045.92合计540.000016.61+45.92=62.533辆双孔布载左偏乍辆荷载122.000060.00000.15870.10541.000.003辆双孔布载左偏车辆荷载125.6000140.00000.44440.10546.560.003辆双孔布载左偏车辆荷载126.8000140.00000.53970.10547.960.003辆双孔布载左偏车辆荷载1212.8000200.00001.02500.39200.0080.36合计540.000015.53+80.36=95.893辆双孔布载左偏乍辆荷载130.1000160.00000.00790.03110.040.003辆双孔布载左偏车辆荷载137.3000200.00000.57940.098011.360.003辆双孔布载左偏车辆荷载1313.3000140.00000.90000.09800.0012.353辆双孔布载左偏车辆荷载1314.5000140.00000.60000.09800.008.23

144合计640.000011.40+20.59=31.993辆双孔布载左偏车辆荷载140.1000160.00000.00790.02880.040.003辆双孔布载左偏乍辆荷载147.3000200.00000.57940.090710.510.003辆双孔布载左偏车辆荷载1413.3000140.00000.90000.09070.0011.423辆双孔布载左偏车辆荷载1414.5000140.00000.60000.09070.007.62合计640.000010.54+19.04=29.583辆双孔布载左偏车辆荷载150.1000160.00000.00790.02640.030.003辆双孔布载左偏乍辆荷载157.3000200.00000.57940.08339.650.003辆双孔布载左偏车辆荷载1513.3000140.00000.90000.08330.0010.493辆双孔布载左偏车辆荷载1514.5000140.00000.60000.08330.007.00合计640.00009.68+17.49=27.183辆双孔布载左偏车辆荷载160.1000160.00000.00790.02410.030.003辆双孔布载左偏乍辆荷载167.3000200.00000.57940.07598.800.003辆双孔布载左偏车辆荷载1613.3000140.00000.90000.07590.009.573辆双孔布载左偏车辆荷载1614.5000140.00000.60000.07590.006.38合计640.00008.83+15.94=24.773辆双孔布载左偏车辆荷载170.1000160.00000.00790.02180.030.003辆双孔布载左偏车辆荷载177.3000200.00000.57940.06857.940.003辆双孔布载左偏车辆荷载1713.3000140.00000.90000.06850.008.643辆双孔布载左偏车辆荷载1714.5000140.00000.60000.06850.005.76合计640.00007.97+14.39=22.363辆双孔布载左偏车辆荷载180.1000160.00000.00790.01940.020.003辆双孔布载左偏乍辆荷载187.3000200.00000.57940.06127.090.003辆双孔布载左偏车辆荷载1813.3000140.00000.90000.06120.007.713辆双孔布载左偏车辆荷载1814.5000140.00000.60000.06120.005.14合计640.00007.11+12.85=19.963辆双孔布载左偏车辆荷载190.1000160.00000.00790.01710.020.003辆双孔布载左偏乍辆荷载197.3000200.00000.57940.05386.230.003辆双孔布载左偏车辆荷载1913.3000140.00000.90000.05380.006.783辆双孔布载左偏车辆荷载1914.5000140.00000.60000.05380.004.52合计640.00006.26+11.30=17.553辆双孔布载左偏车辆荷载200.1000160.00000.00790.01470.020.003辆双孔布载左偏乍辆荷载207.3000200.00000.57940.04645.380.003辆双孔布载左偏车辆荷载2013.3000140.00000.90000.04640.005.853辆双孔布载左偏车辆荷载2014.5000140.00000.60000.04640.003.90合计640.00005.40+9.75=15.153辆双孔布我左偏车辆荷载210.1000160.00000.00790.01240.020.003辆双孔布载左偏乍辆荷载217.3000200.00000.57940.03914.530.003辆双孔布载左偏车辆荷载2113.3000140.00000.90000.03910.004.923辆双孔布载左偏车辆荷载2114.5000140.00000.60000.03910.003.28合计640.00004.54+8.20=12.743辆双孔布载左偏乍辆荷载220.1000160.00000.00790.01010.010.003辆双孔布载左偏乍辆荷载227.3000200.00000.57940.03173.670.003辆双孔布载左偏车辆荷载2213.3000140.00000.90000.03170.003.993辆双孔布载左偏车辆荷载2214.5000140.00000.60000.03170.002.66合计640.00003.68+6.65=10.34

1454辆双孔布载左偏车辆荷载10.1000160.00000.00790.05360.070.004辆双孔布载左偏车辆荷载17.3000200.00000.57940.168919.570.004辆双孔布载左偏乍辆荷载113.3000140.00000.90000.16890.0021.284辆双孔布载左偏车辆荷载114.5000140.00000.60000.16890.0014.18合计640.000019.63+35.46=55.094辆双孔布载左偏车辆荷载20.1000160.00000.00790.05220.070.004辆双孔布载左偏车辆荷载27.3000200.00000.57940.164419.050.004辆双孔布载左偏乍辆荷载213.3000140.00000.90000.16440.0020.714辆双孔布载左偏车辆荷载214.5000140.00000.60000.16440.0013.81合计640.000019.11+34.52=53.634辆双孔布载左偏车辆荷载30.1000160.00000.00790.05080.060.004辆双孔布载左偏车辆荷载37.3000200.00000.57940.159918.530.004辆双孔布载左偏乍辆荷载313.3000140.00000.90000.15990.0020.154辆双孔布载左偏车辆荷载314.5000140.00000.60000.15990.0013.43合计640.000018.59+33.58=52.174辆双孔布载左偏车辆荷载40.1000160.00000.00790.04930.060.004辆双孔布载左偏车辆荷载47.3000200.00000.57940.155418.010.004辆双孔布载左偏车辆荷载413.3000140.00000.90000.15540.0019.584辆双孔布载左偏车辆荷载414.5000140.00000.60000.15540.0013.05合计640.000018.07+32.64二50.714辆双孔布载左偏车辆荷载55.6000200.00000.44440.150913.420.004辆双孔布载左偏车辆荷载511.6000140.00000.92060.150919.450.004辆双孔布载左偏乍辆荷载512.8000140.00001.02500.14070.0020.194辆双孔布载左偏车辆荷载516.400060.00000.12500.15090.001.13合计540.000032.87+21.32=54.194辆双孔布载左偏车辆荷载62.000060.00000.15870.14651.390.004辆双孔布载左偏车辆荷载65.6000140.00000.44440.14659.110.004辆双孔布载左偏乍辆荷载66.8000140.00000.53970.146511.070.004辆双孔布载左偏车辆荷载612.8000200.00001.02500.19430.0039.83合计540.000021.57+39.83二61.404辆双孔布载左偏车辆荷载72.000060.00000.15870.14201.350.004辆双孔布载左偏车辆荷载75.6000140.00000.44440.14208.830.004辆双孔布载左偏乍辆荷载76.8000140.00000.53970.142010.730.004辆双孔布载左偏车辆荷载712.8000200.00001.02500.32830.0067.30合计540.000020.91+67.30=88.214辆双孔布载左偏车辆荷载82.000060.00000.15870.13751.310.004辆双孔布我左偏车辆荷载85.6000140.00000.44440.13758.560.004辆双孔布载左偏乍辆荷载86.8000140.00000.53970.137510.390.004辆双孔布载左偏车辆荷载812.8000200.00001.02500.32160.0065.93合计540.000020.25+65.93=86.184辆双孔布载左偏车辆荷载92.000060.00000.15870.13301.270.004辆双孔布载左偏乍辆荷载95.6000140.00000.44440.13308.280.004辆双孔布载左偏乍辆荷载96.8000140.00000.53970.133010.050.004辆双孔布载左偏车辆荷载912.8000200.00001.02500.18760.0038.46合计540.000019.59+38.46=58.05

1464辆双孔布载左偏乍辆荷载102.000060.00000.15870.12851.220.004辆双孔布载左偏车辆荷载105.6000140.00000.44440.12858.000.004辆双孔布载左偏车辆荷载106.8000140.00000.53970.12859.710.004辆双孔布载左偏合计乍辆荷载1012.8000200.0000540.00001.02500.32160.0018.93+65.9365.93=84.864辆双孔布载左偏乍辆荷载112.000060.00000.15870.12411.180.004辆双孔布载左偏车辆荷载115.6000140.00000.44440.12417.720.004辆双孔布载左偏车辆荷载116.8000140.00000.53970.12419.370.004辆双孔布载左偏合计乍辆荷载1112.8000200.0000540.00001.02500.18760.0018.27+38.4638.46=56.734辆双孔布载左偏车辆荷载122.000060.00000.15870.11961.140.004辆双孔布载左偏车辆荷载125.6000140.00000.44440.11967.440.004辆双孔布载左偏车辆荷载126.8000140.00000.53970.11969.030.004辆双孔布载左偏合计乍辆荷载1212.8000200.0000540.00001.02500.32830.0017.61+67.3067.30=84.924辆双孔布载左偏车辆荷载132.000060.00000.15870.11511.100.004辆双孔布载左偏车辆荷载135.6000140.00000.44440.11517.160.004辆双孔布载左偏车辆荷载136.8000140.00000.53970.11518.700.004辆双孔布载左偏合计车辆荷载1312.8000200.0000540.00001.02500.32830.0016.95+67.3067.30=84.264辆双孔布载左偏车辆荷载142.000060.00000.15870.11061.050.004辆双孔布载左偏车辆荷载145.6000140.00000.44440.11066.880.004辆双孔布载左偏车辆荷载146.8000140.00000.53970.11068.360.004辆双孔布载左偏合计乍辆荷载1412.8000200.0000540.00001.02500.18760.0016.29+38.4638.46=54.754辆双孔布载左偏乍辆荷载152.000060.00000.15870.10611.010.004辆双孔布载左偏车辆荷载155.6000140.00000.44440.10616.600.004辆双孔布载左偏车辆荷载156.8000140.00000.53970.10618.020.004辆双孔布载左偏合计乍辆荷载1512.8000200.0000540.00001.02500.15410.0015.63+31.5931.59=47.234辆双孔布载左偏车辆荷载160.1000160.00000.00790.03230.040.004辆双孔布载左偏车辆荷载167.3000200.00000.57940.101711.780.004辆双孔布载左偏车辆荷载1613.3000140.00000.90000.10170.0012.814辆双孔布载左偏合计乍辆荷载1614.5000140.0000640.00000.60000.10170.0011.82+8.5421.35=33.174辆双孔布载左偏车辆荷载170.1000160.00000.00790.03090.040.004辆双孔布载左偏车辆荷载177.3000200.00000.57940.097211.260.004辆双孔布我左偏车辆荷载1713.3000140.00000.90000.09720.0012.244辆双孔布载左偏合计乍辆荷载1714.5000140.0000640.00000.60000.09720.0011.30+8.1620.41=31.714辆双孔布载左偏车辆荷载180.1000160.00000.00790.02940.040.004辆双孔布载左偏车辆荷载187.3000200.00000.57940.092710.740.004辆双孔布载左偏乍辆荷载1813.3000140.00000.90000.09270.0011.684辆双孔布载左偏合计下辆荷荷1814.5000140.0000640.00000.60000.09270.0010.78+7.7919.47=30.254辆双孔布载左偏车辆荷载190.1000160.00000.00790.02800.040.00

1474辆双孔布载左偏乍辆荷载197.3000200.00000.57940.088210.220.004辆双孔布载左偏车辆荷载1913.3000140.00000.90000.08820.0011.124辆双孔布载左偏车辆荷载1914.5000140.00000.60000.08820.007.41合计640.000010.26+18.53=28.794辆双孔布载左偏车辆荷载200.1000160.00000.00790.02660.030.004辆双孔布载左偏乍辆荷载207.3000200.00000.57940.08379.700.004辆双孔布载左偏车辆荷载2013.3000140.00000.90000.08370.0010.554辆双孔布载左偏车辆荷载2014.5000140.00000.60000.08370.007.03合计640.00009.74+17.59=27.324辆双孔布载左偏车辆荷载210.1000160.00000.00790.02520.030.004辆双孔布载左偏乍辆荷载217.3000200.00000.57940.07939.180.004辆双孔布载左偏车辆荷载2113.3000140.00000.90000.07930.009.994辆双孔布载左偏车辆荷载2114.5000140.00000.60000.07930.006.66合计640.00009.22+16.65=25.864辆双孔布载左偏车辆荷载220.1000160.00000.00790.02370.030.004辆双孔布载左偏车辆荷载227.3000200.00000.57940.07488.670.004辆双孔布载左偏车辆荷载2213.3000140.00000.90000.07480.009.424辆双孔布载左偏车辆荷载2214.5000140.00000.60000.07480.006.28合计640.00008.70+15.71=24.401辆双孔布载右偏车辆荷载10.00000.00000.00000.00000.000.00合计0.00000.00+0.00=0.001辆双孔布载右偏车辆荷载20.00000.00000.00000.00000.000.00合计0.00000.00+0.00=0.001辆双孔布载右偏车辆荷载30.00000.00000.00000.00000.000.00合计0.00000.00+0.00=0.001辆双孔布载右偏车辆荷载40.1000160.00000.00790.00040.000.001辆双孔布载右偏乍辆荷载47.3000200.00000.57940.00140.160.001辆双孔布载右偏车辆荷载413.3000140.00000.90000.00140.000.181辆双孔布载右偏车辆荷载414.5000140.00000.60000.00140.000.12合计640.00000.16+0.30=0.461辆双孔布载右偏车辆荷载50.1000160.00000.00790.00230.000.001辆双孔布载方偏乍辆荷载57.3000200.00000.57940.00730.840.001辆双孔布载右偏车辆荷载513.3000140.00000.90000.00730.000.921辆双孔布载右偏车辆荷载514.5000140.00000.60000.00730.000.61合计640.00000.85+1.53=2.381辆双孔布载右偏车辆荷载60.1000160.00000.00790.00420.010.001辆双孔布载右偏乍辆荷载67.3000200.00000.57940.01321.520.001辆双孔布载右偏车辆荷载613.3000140.00000.90000.01320.001.661辆双孔布载右偏车辆荷载614.5000140.00000.60000.01320.001.11合计640.00001.53+2.76=4.291辆双孔布载右偏乍辆荷载70.1000160.00000.00790.00600.010.001辆双孔布载右偏乍辆荷载77.3000200.00000.57940.01902.200.001辆双孔布载右偏车辆荷载713.3000140.00000.90000.01900.002.401辆双孔布载右偏车辆荷载714.5000140.00000.60000.01900.001.60合计640.00002.21+4.00=6.21

1481辆双孔布载右偏车辆荷载80.1000160.00000.00790.00790.010.001辆双孔布载右偏车辆荷载87.3000200.00000.57940.02492.890.001辆双孔布载右偏乍辆荷载813.3000140.00000.90000.02490.003.141辆双孔布载右偏车辆荷载814.5000140.00000.60000.02490.002.09合计640.00002.90+5.23=8.121辆双孔布载右偏车辆荷载90.1000160.00000.00790.00980.010.001辆双孔布载右偏车辆荷载97.3000200.00000.57940.03083.570.001辆双孔布载右偏乍辆荷载913.3000140.00000.90000.03080.003.881辆双孔布载右偏车辆荷载914.5000140.00000.60000.03080.002.58合计640.00003.58+6.46=10.041辆双孔布载右偏车辆荷载100.1000160.00000.00790.01160.010.001辆双孔布载右偏车辆荷载107.3000200.00000.57940.03664.250.001辆双孔布载方偏乍辆荷载1013.3000140.00000.90000.03660.004.621辆双孔布载右偏车辆荷载1014.5000140.00000.60000.03660.003.08合计640.00004.26+7.70=11.961辆双孔布载右偏车辆荷载110.1000160.00000.00790.01350.020.001辆双孔布载右偏车辆荷载117.3000200.00000.57940.04254.930.001辆双孔布载右偏车辆荷载1113.3000140.00000.90000.04250.005.361辆双孔布载右偏车辆荷载1114.5000140.00000.60000.04250.003.57合计640.00004.94+8.93=13.871辆双孔布载右偏车辆荷载120.1000160.00000.00790.01540.020.001辆双孔布载右偏车辆荷载127.3000200.00000.57940.04845.610.001辆双孔布载右偏乍辆荷载1213.3000140.00000.90000.04840.006.101辆双孔布载右偏车辆荷载1214.5000140.00000.60000.04840.004.06合计640.00005.63+10.16=15.791辆双孔布载右偏车辆荷载130.1000160.00000.00790.01720.020.001辆双孔布载右偏车辆荷载137.3000200.00000.57940.05436.290.001辆双孔布载右偏乍辆荷载1313.3000140.00000.90000.05430.006.841辆双孔布载右偏车辆荷载1314.5000140.00000.60000.05430.004.56合计640.00006.31+11.40=17.701辆双孔布载右偏车辆荷载140.1000160.00000.00790.01910.020.001辆双孔布载右偏车辆荷载147.3000200.00000.57940.06016.970.001辆双孔布载方偏乍辆荷载1413.3000140.00000.90000.06010.007.581辆双孔布载右偏车辆荷载1414.5000140.00000.60000.06010.005.05合计640.00006.99+12.63=19.621辆双孔布载右偏车辆荷载150.1000160.00000.00790.02780.040.001辆双孔布载右偏车辆荷载157.3000200.00000.57940.06607.650.001辆双孔布载右偏乍辆荷载1513.3000140.00000.90000.06600.008.321辆双孔布载右偏车辆荷载1514.5000140.00000.60000.06600.005.54合计640.00007.68+13.86=21.551辆双孔布载右偏车辆荷载162.000060.00000.15870.07190.680.001辆双孔布载右偏乍辆荷载165.6000140.00000.44440.07194.470.001辆双孔布载右偏乍辆荷载166.8000140.00000.53970.07195.430.001辆双孔布载右偏车辆荷载1612.8000200.00001.02500.49000.00100.45合计540.000010.59+100.45=111.04

1491辆双孔布载右偏乍辆荷载172.000060.00000.15870.07780.740.001辆双孔布载右偏车辆荷载175.6000140.00000.44440.07784.840.001辆双孔布载右偏车辆荷载176.8000140.00000.53970.07785.870.001辆双孔布载右偏合计乍辆荷载1712.8000200.0000540.00001.02500.29000.0011.45+59.4559.45=70.901辆双孔布载右偏乍辆荷载182.000060.00000.15870.08360.800.001辆双孔布载右偏车辆荷载185.6000140.00000.44440.08365.200.001辆双孔布载右偏车辆荷载186.8000140.00000.53970.08366.320.001辆双孔布载右偏合计乍辆荷载1812.8000200.0000540.00001.02500.21000.0012.32+43.0543.05=55.371辆双孔布载右偏车辆荷载190.1000160.00000.00790.02840.040.001辆双孔布载右偏车辆荷载197.3000200.00000.57940.089510.370.001辆双孔布载右偏车辆荷载1913.3000140.00000.90000.08950.0011.281辆双孔布载右偏合计乍辆荷载1914.5000140.0000640.00000.60000.08950.0010.41+7.5218.79=29.201辆双孔布载右偏车辆荷载200.1000160.00000.00790.03030.040.001辆双孔布载右偏车辆荷载207.3000200.00000.57940.095411.050.001辆双孔布载右偏车辆荷载2013.3000140.00000.90000.09540.0012.021辆双孔布载右偏合计车辆荷载2014.5000140.0000640.00000.60000.09540.0011.09+8.0120.03=31.121辆双孔布载右偏车辆荷载210.1000160.00000.00790.03210.040.001辆双孔布载右偏车辆荷载217.3000200.00000.57940.101211.730.001辆双孔布载右偏车辆荷载2113.3000140.00000.90000.10120.0012.761辆双孔布载右偏合计乍辆荷载2114.5000140.0000640.00000.60000.10120.0011.77+8.5021.26=33.031辆双孔布载右偏乍辆荷载220.1000160.00000.00790.03400.040.001辆双孔布载右偏车辆荷载227.3000200.00000.57940.107112.410.001辆双孔布载右偏车辆荷载2213.3000140.00000.90000.10710.0013.501辆双孔布载右偏合计乍辆荷载2214.5000140.0000640.00000.60000.10710.0012.45+9.0022.49=34.952辆双孔布载右偏合计车辆荷载10.00000.00000.00000.00000.00000.000.00+0.000.00=0.002辆双孔布载右偏车辆荷载20.1000160.00000.00790.00190.000.002辆双孔布载右偏车辆荷载27.3000200.00000.57940.00590.690.002辆双孔布载右偏车辆荷载213.3000140.00000.90000.00590.000.752辆双孔布载右偏合计车辆荷载214.5000140.0000640.00000.60000.00590.000.69+0.501.25=1.942辆双孔布载右偏乍辆荷载30.1000160.00000.00790.00470.010.002辆双孔布载右偏车辆荷载37.3000200.00000.57940.01491.720.002辆双孔布载右偏车辆荷载313.3000140.00000.90000.01490.001.882辆双孔布载右偏合计车辆荷载314.5000140.0000640.00000.60000.01490.001.73+1.253.13=4.862辆双孔布载右偏乍辆荷载40.1000160.00000.00790.00760.010.002辆双孔布载右偏车辆荷载47.3000200.00000.57940.02382.760.002辆双孔布载右偏车辆荷载413.3000140.00000.90000.02380.003.002辆双孔布载右偏车辆荷载414.5000140.00000.60000.02380.002.00

150合计640.00002.77+5.00=7.772辆双孔布载右偏车辆荷载50.1000160.00000.00790.01040.010.002辆双孔布载右偏乍辆荷载57.3000200.00000.57940.03283.800.002辆双孔布载右偏车辆荷载513.3000140.00000.90000.03280.004.132辆双孔布载右偏车辆荷载514.5000140.00000.60000.03280.002.75合计640.00003.81+6.88=10.692辆双孔布载右偏车辆荷载60.1000160.00000.00790.01320.020.002辆双孔布载右偏乍辆荷载67.3000200.00000.57940.04174.830.002辆双孔布载右偏车辆荷载613.3000140.00000.90000.04170.005.262辆双孔布载右偏车辆荷载614.5000140.00000.60000.04170.003.50合计640.00004.85+8.76=13.612辆双孔布载右偏车辆荷载70.1000160.00000.00790.01610.020.002辆双孔布载方偏乍辆荷载77.3000200.00000.57940.05075.870.002辆双孔布载右偏车辆荷载713.3000140.00000.90000.05070.006.382辆双孔布载右偏车辆荷载714.5000140.00000.60000.05070.004.26合计640.00005.89+10.64=16.532辆双孔布载右偏车辆荷载80.1000160.00000.00790.01890.020.002辆双孔布载右偏车辆荷载87.3000200.00000.57940.05966.910.002辆双孔布载右偏车辆荷载813.3000140.00000.90000.05960.007.512辆双孔布载右偏车辆荷载814.5000140.00000.60000.05960.005.01合计640.00006.93+12.52=19.452辆双孔布载右偏车辆荷载90.1000160.00000.00790.02180.030.002辆双孔布载右偏乍辆荷载97.3000200.00000.57940.06857.940.002辆双孔布载右偏车辆荷载913.3000140.00000.90000.06850.008.642辆双孔布载右偏车辆荷载914.5000140.00000.60000.06850.005.76合计640.00007.97+14.40=22.372辆双孔布载右偏车辆荷载100.1000160.00000.00790.02460.030.002辆双孔布载右偏乍辆荷载107.3000200.00000.57940.07758.980.002辆双孔布载右偏车辆荷载1013.3000140.00000.90000.07750.009.762辆双孔布载右偏车辆荷载1014.5000140.00000.60000.07750.006.51合计640.00009.01+16.27=25.282辆双孔布载右偏车辆荷载110.1000160.00000.00790.02740.030.002辆双孔布载方偏乍辆荷载117.3000200.00000.57940.086410.020.002辆双孔布载右偏车辆荷载1113.3000140.00000.90000.08640.0010.892辆双孔布载右偏车辆荷载1114.5000140.00000.60000.08640.007.26合计640.000010.05+18.15=28.202辆双孔布载右偏车辆荷载120.1000160.00000.00790.03030.040.002辆双孔布载右偏乍辆荷载127.3000200.00000.57940.095411.050.002辆双孔布载右偏车辆荷载1213.3000140.00000.90000.09540.0012.022辆双孔布载右偏车辆荷载1214.5000140.00000.60000.09540.008.01合计640.000011.09+20.03=31.122辆双孔布载右偏乍辆荷载132.000060.00000.15870.10430.990.002辆双孔布载右偏乍辆荷载135.6000140.00000.44440.10436.490.002辆双孔布载右偏车辆荷载136.8000140.00000.53970.10437.880.002辆双孔布载右偏车辆荷载1312.8000200.00001.02500.25000.0051.25合计540.000015.37+51.25=66.62

1512辆双孔布载右偏车辆荷载142.000060.00000.15870.11331.080.002辆双孔布载右偏车辆荷载145.6000140.00000.44440.11337.050.002辆双孔布载右偏乍辆荷载146.8000140.00000.53970.11338.560.002辆双孔布载右偏车辆荷载1412.8000200.00001.02500.28000.0057.40合计540.000016.68+57.40;74.082辆双孔布载右偏车辆荷载152.000060.00000.15870.12221.160.002辆双孔布载右偏车辆荷载155.6000140.00000.44440.12227.600.002辆双孔布载右偏乍辆荷载156.8000140.00000.53970.12229.230.002辆双孔布载右偏车辆荷载1512.8000200.00001.02500.48000.0098.40合计540.000018.00+98.40二116.402辆双孔布载右偏车辆荷载162.000060.00000.15870.13121.250.002辆双孔布载右偏车辆荷载165.6000140.00000.44440.13128.160.002辆双孔布载方偏乍辆荷载166.8000140.00000.53970.13129.910.002辆双孔布载右偏车辆荷载1612.8000200.00001.02500.49000.00100.45合计540.000019.32+100.45=119.772辆双孔布载右偏车辆荷载172.000060.00000.15870.14011.330.002辆双孔布载右偏车辆荷载175.6000140.00000.44440.14018.720.002辆双孔布载右偏车辆荷载176.8000140.00000.53970.140110.590.002辆双孔布载右偏车辆荷载1712.8000200.00001.02500.29000.0059.45合计540.000020.64+59.45二80.092辆双孔布载右偏车辆荷载182.000060.00000.15870.14901.420.002辆双孔布载右偏车辆荷载185.6000140.00000.44440.14909.270.002辆双孔布载右偏乍辆荷载186.8000140.00000.53970.149011.260.002辆双孔布载右偏车辆荷载1812.8000200.00001.02500.21000.0043.05合计540.000021.95+43.05=65.002辆双孔布载右偏车辆荷载190.1000160.00000.00790.05020.060.002辆双孔布载右偏车辆荷载197.3000200.00000.57940.158018.310.002辆双孔布载右偏乍辆荷载1913.3000140.00000.90000.15800.0019.912辆双孔布载右偏车辆荷载1914.5000140.00000.60000.15800.0013.27合计640.000018.37+33.18二51.552辆双孔布载右偏车辆荷载200.1000160.00000.00790.05300.070.002辆双孔布载右偏车辆荷载207.3000200.00000.57940.166919.340.002辆双孔布载方偏乍辆荷载2013.3000140.00000.90000.16690.0021.032辆双孔布载右偏车辆荷载2014.5000140.00000.60000.16690.0014.02合计640.000019.41+35.06=54.472辆双孔布载右偏车辆荷载210.1000160.00000.00790.05580.070.002辆双孔布我右偏车辆荷载217.3000200.00000.57940.175920.380.002辆双孔布载右偏乍辆荷载2113.3000140.00000.90000.17590.0022.162辆双孔布载右偏车辆荷载2114.5000140.00000.60000.17590.0014.77合计640.000020.45+36.93二57.382辆双孔布载右偏车辆荷载220.1000160.00000.00790.05870.070.002辆双孔布载右偏乍辆荷载227.3000200.00000.57940.184821.420.002辆双孔布载右偏乍辆荷载2213.3000140.00000.90000.18480.0023.292辆双孔布载右偏车辆荷载2214.5000140.00000.60000.18480.0015.53合计640.000021.49+38.81=60.30

1523辆双孔布载右偏乍辆荷载10.1000160.00000.00790.01010.010.003辆双孔布载右偏车辆荷载17.3000200.00000.57940.03173.670.003辆双孔布载右偏车辆荷载113.3000140.00000.90000.03170.003.993辆双孔布载右偏乍辆荷载114.5000140.00000.60000.03170.002.66合计640.00003.68+6.65=10.343辆双孔布载右偏乍辆荷载20.1000160.00000.00790.01240.020.003辆双孔布载右偏车辆荷载27.3000200.00000.57940.03914.530.003辆双孔布载右偏车辆荷载213.3000140.00000.90000.03910.004.923辆双孔布载右偏乍辆荷载214.5000140.00000.60000.03910.003.28合计640.00004.54+8.20=12.743辆双孔布载右偏车辆荷载30.1000160.00000.00790.01470.020.003辆双孔布载右偏车辆荷载37.3000200.00000.57940.04645.380.003辆双孔布载右偏车辆荷载313.3000140.00000.90000.04640.005.853辆双孔布载右偏乍辆荷载314.5000140.00000.60000.04640.003.90合计640.00005.40+9.75=15.153辆双孔布载右偏车辆荷载40.1000160.00000.00790.01710.020.003辆双孔布载右偏车辆荷载47.3000200.00000.57940.05386.230.003辆双孔布载右偏车辆荷载413.3000140.00000.90000.05380.006.783辆双孔布载右偏车辆荷载414.5000140.00000.60000.05380.004.52合计640.00006.26+11.30=17.553辆双孔布载右偏车辆荷载50.1000160.00000.00790.01940.020.003辆双孔布载右偏车辆荷载57.3000200.00000.57940.06127.090.003辆双孔布载右偏车辆荷载513.3000140.00000.90000.06120.007.713辆双孔布载右偏乍辆荷载514.5000140.00000.60000.06120.005.14合计640.00007.11+12.85=19.963辆双孔布载右偏乍辆荷载60.1000160.00000.00790.02180.030.003辆双孔布载右偏车辆荷载67.3000200.00000.57940.06857.940.003辆双孔布我右偏车辆荷载613.3000140.00000.90000.06850.008.643辆双孔布载右偏乍辆荷载614.5000140.00000.60000.06850.005.76合计640.00007.97+14.39=22.363辆双孔布载右偏车辆荷载70.1000160.00000.00790.02410.030.003辆双孔布载右偏车辆荷载77.3000200.00000.57940.07598.800.003辆双孔布载右偏车辆荷载713.3000140.00000.90000.07590.009.573辆双孔布载右偏乍辆荷载714.5000140.00000.60000.07590.006.38合计640.00008.83+15.94=24.773辆双孔布载右偏车辆荷载80.1000160.00000.00790.02640.030.003辆双孔布载右偏车辆荷载87.3000200.00000.57940.08339.650.003辆双孔布载右偏车辆荷载813.3000140.00000.90000.08330.0010.493辆双孔布载右偏乍辆荷载814.5000140.00000.60000.08330.007.00合计640.00009.68+17.49=27.183辆双孔布载右偏车辆荷载90.1000160.00000.00790.02880.040.003辆双孔布载右偏车辆荷载97.3000200.00000.57940.090710.510.003辆双孔布载右偏乍辆荷载913.3000140.00000.90000.09070.0011.423辆双孔布载右偏下辆荷荷914.5000140.00000.60000.09070.007.62合计640.000010.54+19.04=29.583辆双孔布载右偏车辆荷载100.1000160.00000.00790.03110.040.00

1533辆双孔布载右偏3辆双孔布载右偏3辆双孔布载右偏合计乍辆荷载车辆荷载车辆荷载1010107.300013.300014.5000200.0000140.0000140.0000640.00000.57940.90000.60000.09800.09800.098011.360.000.0011.40+0.0012.358.2320.59=31.993辆双孔布载右偏车辆荷载112.000060.00000.15870.10541.000.003辆双孔布载右偏乍辆荷载115.6000140.00000.44440.10546.560.003辆双孔布载右偏车辆荷载116.8000140.00000.53970.10547.960.003辆双孔布载右偏车辆荷载1112.8000200.00001.02500.39200.0080.36合计540.000015.53+80.36=95.893辆双孔布载右偏车辆荷载122.000060.00000.15870.11281.070.003辆双孔布载右偏乍辆荷载125.6000140.00000.44440.11287.020.003辆双孔布载右偏车辆荷载126.8000140.00000.53970.11288.520.003辆双孔布载右偏车辆荷载1212.8000200.00001.02500.22400.0045.92合计540.000016.61+45.92=62.533辆双孔布载右偏车辆荷载132.000060.00000.15870.12011.140.003辆双孔布载右偏车辆荷载135.6000140.00000.44440.12017.480.003辆双孔布载右偏车辆荷载136.8000140.00000.53970.12019.080.003辆双孔布载右偏车辆荷载1312.8000200.00001.02500.38400.0078.72合计540.000017.70+78.72=96.423辆双孔布载右偏车辆荷载142.000060.00000.15870.12751.210.003辆双孔布载右偏乍辆荷载145.6000140.00000.44440.12757.930.003辆双孔布载右偏车辆荷载146.8000140.00000.53970.12759.630.003辆双孔布载右偏车辆荷载1412.8000200.00001.02500.22400.0045.92合计540.000018.78+45.92=64.703辆双孔布载右偏车辆荷载152.000060.00000.15870.13491.280.003辆双孔布载右偏乍辆荷载155.6000140.00000.44440.13498.390.003辆双孔布载右偏车辆荷载156.8000140.00000.53970.134910.190.003辆双孔布载右偏车辆荷载1512.8000200.00001.02500.38400.0078.72合计540.000019.87+78.72=98.593辆双孔布载右偏车辆荷载162.000060.00000.15870.14231.350.003辆双孔布载右偏车辆荷载165.6000140.00000.44440.14238.850.003辆双孔布载右偏车辆荷载166.8000140.00000.53970.142310.750.003辆双孔布载右偏车辆荷载1612.8000200.00001.02500.39200.0080.36合计540.000020.96+80.36=101.323辆双孔布载右偏车辆荷载172.000060.00000.15870.14961.430.003辆双孔布载右偏车辆荷载175.6000140.00000.44440.14969.310.003辆双孔布载右偏车辆荷载176.8000140.00000.53970.149611.310.003辆双孔布我右偏车辆荷载1712.8000200.00001.02500.23200.0047.56合计540.000022.04+47.56=69.603辆双孔布载右偏车辆荷载185.6000200.00000.44440.157013.960.003辆双孔布载右偏车辆荷载1811.6000140.00000.92060.157020.240.003辆双孔布载右偏车辆荷载1812.8000140.00001.02500.16800.0024.113辆双孔布载右偏乍辆荷载1816.400060.00000.12500.15700.001.18合计540.000034.19+25.29=59.483辆双孔布载右偏车辆荷载190.1000160.00000.00790.05220.070.003辆双孔布载右偏车辆荷载197.3000200.00000.57940.164419.050.00

1543辆双孔布载右偏3辆双孔布载右偏合计乍辆荷载车辆荷载191913.300014.5000140.0000140.0000640.00000.90000.60000.16440.16440.000.0019.11+20.7113.8134.52=53.633辆双孔布载右偏车辆荷载200.1000160.00000.00790.05450.070.003辆双孔布载右偏车辆荷载207.3000200.00000.57940.171819.900.003辆双孔布载右偏乍辆荷载2013.3000140.00000.90000.17180.0021.643辆双孔布载右偏车辆荷载2014.5000140.00000.60000.17180.0014.43合计640.000019.97+36.07=56.043辆双孔布载右偏车辆荷载210.1000160.00000.00790.05690.070.003辆双孔布载右偏车辆荷载217.3000200.00000.57940.179120.760.003辆双孔布载右偏乍辆荷载2113.3000140.00000.90000.17910.0022.573辆双孔布载右偏车辆荷载2114.5000140.00000.60000.17910.0015.05合计640.000020.83+37.62=58.443辆双孔布载右偏车辆荷载220.1000160.00000.00790.05920.080.003辆双孔布载右偏车辆荷载227.3000200.00000.57940.186521.610.003辆双孔布载右偏车辆荷载2213.3000140.00000.90000.18650.0023.503辆双孔布载右偏车辆荷载2214.5000140.00000.60000.18650.0015.67合计640.000021.69+39.16=60.854辆双孔布载右偏车辆荷载10.1000160.00000.00790.02370.030.004辆双孔布载右偏车辆荷载17.3000200.00000.57940.07488.670.004辆双孔布载右偏乍辆荷载113.3000140.00000.90000.07480.009.424辆双孔布载右偏车辆荷载114.5000140.00000.60000.07480.006.28合计640.00008.70+15.71=24.404辆双孔布载右偏车辆荷载20.1000160.00000.00790.02520.030.004辆双孔布载右偏车辆荷载27.3000200.00000.57940.07939.180.004辆双孔布载右偏乍辆荷载213.3000140.00000.90000.07930.009.994辆双孔布载右偏车辆荷载214.5000140.00000.60000.07930.006.66合计640.00009.22+16.65=25.864辆双孔布载右偏车辆荷载30.1000160.00000.00790.02660.030.004辆双孔布载右偏车辆荷载37.3000200.00000.57940.08379.700.004辆双孔布载右偏车辆荷载313.3000140.00000.90000.08370.0010.554辆双孔布载右偏车辆荷载314.5000140.00000.60000.08370.007.03合计640.00009.74+17.59=27.324辆双孔布载右偏车辆荷载40.1000160.00000.00790.02800.040.004辆双孔布载右偏车辆荷载47.3000200.00000.57940.088210.220.004辆双孔布载右偏车辆荷载413.3000140.00000.90000.08820.0011.124辆双孔布载右偏车辆荷载414.5000140.00000.60000.08820.007.41合计640.000010.26+18.53=28.794辆双孔布载右偏车辆荷载50.1000160.00000.00790.02940.040.004辆双孔布载右偏车辆荷载57.3000200.00000.57940.092710.740.004辆双孔布载右偏车辆荷载513.3000140.00000.90000.09270.0011.684辆双孔布载右偏车辆荷载514.5000140.00000.60000.09270.007.79合计640.000010.78+19.47=30.254辆双孔布载右偏车辆荷载60.1000160.00000.00790.03090.040.004辆双孔布载右偏车辆荷载67.3000200.00000.57940.097211.260.004辆双孔布载右偏车辆荷载613.3000140.00000.90000.09720.0012.24

1554辆双孔布载右偏合计乍辆荷载614.5000140.0000640.00000.60000.09720.0011.30+8.1620.41=31.714辆双孔布载右偏乍辆荷载70.1000160.00000.00790.03230.040.004辆双孔布载右偏车辆荷载77.3000200.00000.57940.101711.780.004辆双孔布载右偏车辆荷载713.3000140.00000.90000.10170.0012.814辆双孔布载右偏乍辆荷载714.5000140.00000.60000.10170.008.54合计640.000011.82+21.35=33.174辆双孔布载右偏乍辆荷载82.000060.00000.15870.10611.010.004辆双孔布载右偏车辆荷载85.6000140.00000.44440.10616.600.004辆双孔布载右偏车辆荷载86.8000140.00000.53970.10618.020.004辆双孔布载右偏乍辆荷载812.8000200.00001.02500.15410.0031.59合计540.000015.63+31.59=47.234辆双孔布载右偏车辆荷载92.000060.00000.15870.11061.050.004辆双孔布载右偏车辆荷载95.6000140.00000.44440.11066.880.004辆双孔布载右偏车辆荷载96.8000140.00000.53970.11068.360.004辆双孔布载右偏车辆荷载912.8000200.00001.02500.18760.0038.46合计540.000016.29+38.46=54.754辆双孔布载右偏车辆荷载102.000060.00000.15870.11511.100.004辆双孔布载右偏车辆荷载105.6000140.00000.44440.11517.160.004辆双孔布载右偏车辆荷载106.8000140.00000.53970.11518.700.004辆双孔布载右偏乍辆荷载1012.8000200.00001.02500.32830.0067.30合计540.000016.95+67.30=84.264辆双孔布载右偏乍辆荷载112.000060.00000.15870.11961.140.004辆双孔布载右偏车辆荷载115.6000140.00000.44440.11967.440.004辆双孔布载右偏车辆荷载116.8000140.00000.53970.11969.030.004辆双孔布载右偏乍辆荷载1112.8000200.00001.02500.32830.0067.30合计540.000017.61+67.30=84.924辆双孔布载右偏乍辆荷载122.000060.00000.15870.12411.180.004辆双孔布载右偏车辆荷载125.6000140.00000.44440.12417.720.004辆双孔布载右偏车辆荷载126.8000140.00000.53970.12419.370.004辆双孔布载右偏车辆荷载1212.8000200.00001.02500.18760.0038.46合计540.000018.27+38.46=56.734辆双孔布载右偏车辆荷载132.000060.00000.15870.12851.220.004辆双孔布载右偏车辆荷载135.6000140.00000.44440.12858.000.004辆双孔布载右偏车辆荷载136.8000140.00000.53970.12859.710.004辆双孔布载右偏车辆荷载1312.8000200.00001.02500.32160.0065.93合计540.000018.93+65.93=84.864辆双孔布载右偏乍辆荷载142.000060.00000.15870.13301.270.004辆双孔布载右偏车辆荷载145.6000140.00000.44440.13308.280.004辆双孔布载右偏车辆荷载146.8000140.00000.53970.133010.050.004辆双孔布载右偏车辆荷载1412.8000200.00001.02500.18760.0038.46合计540.000019.59+38.46=58.054辆双孔布载右偏乍辆荷载152.000060.00000.15870.13751.310.004辆双孔布载右偏车辆荷载155.6000140.00000.44440.13758.560.004辆双孔布载右偏车辆荷载156.8000140.00000.53970.137510.390.004辆双孔布载右偏车辆荷载1512.8000200.00001.02500.32160.0065.93

156合计540.000020.25+65.93=86.184辆双孔布我右偏车辆荷载162.000060.00000.15870.14201.350.004辆双孔布载右偏乍辆荷载165.6000140.00000.44440.14208.830.004辆双孔布载右偏车辆荷载166.8000140.00000.53970.142010.730.004辆双孔布载右偏车辆荷载1612.8000200.00001.02500.32830.0067.30合计540.000020.91+67.30=88.214辆双孔布载右偏车辆荷载172.000060.00000.15870.14651.390.004辆双孔布载右偏乍辆荷载175.6000140.00000.44440.14659.110.004辆双孔布载右偏车辆荷载176.8000140.00000.53970.146511.070.004辆双孔布载右偏车辆荷载1712.8000200.00001.02500.19430.0039.83合计540.000021.57+39.83=61.404辆双孔布我右偏车辆荷载185.6000200.00000.44440.150913.420.004辆双孔布载方偏乍辆荷载1811.6000140.00000.92060.150919.450.004辆双孔布载右偏车辆荷载1812.8000140.00001.02500.14070.0020.194辆双孔布载右偏车辆荷载1816.400060.00000.12500.15090.001.13合计540.000032.87+21.32=54.194辆双孔布载右偏车辆荷载190.1000160.00000.00790.04930.060.004辆双孔布载右偏车辆荷载197.3000200.00000.57940.155418.010.004辆双孔布载右偏车辆荷载1913.3000140.00000.90000.15540.0019.584辆双孔布载右偏车辆荷载1914.5000140.00000.60000.15540.0013.05合计640.000018.07+32.64=50.714辆双孔布我右偏车辆荷载200.1000160.00000.00790.05080.060.004辆双孔布载右偏乍辆荷载207.3000200.00000.57940.159918.530.004辆双孔布载右偏车辆荷载2013.3000140.00000.90000.15990.0020.154辆双孔布载右偏车辆荷载2014.5000140.00000.60000.15990.0013.43合计640.000018.59+33.58=52.174辆双孔布投右偏车辆荷载210.1000160.00000.00790.05220.070.004辆双孔布载右偏乍辆荷载217.3000200.00000.57940.164419.050.004辆双孔布载右偏车辆荷载2113.3000140.00000.90000.16440.0020.714辆双孔布载右偏车辆荷载2114.5000140.00000.60000.16440.0013.81合计640.000019.11+34.52=53.634辆双孔布载右偏车辆荷载220.1000160.00000.00790.05360.070.004辆双孔布载方偏乍辆荷载227.3000200.00000.57940.168919.570.004辆双孔布载右偏车辆荷载2213.3000140.00000.90000.16890.0021.284辆双孔布载右偏车辆荷载2214.5000140.00000.60000.16890.0014.18合计640.000019.63+35.46=55.09加载方式1设计荷载1梁板号集中力坐标1集中力大小1竖向值1横分系数左支反力右支反力11或均布载的一>1加载长度1均布荷载值1竖向峰值1横分均值1列双孔布载左偏车道集中力112.8000140.00001.02500.00000.000.001列双孔布载左偏车道均载左112.800037.50001.01590.102825.060.001列双孔布载左偏车道均载右14.100037.50001.02500.10190.008.03合计25.06+8.03=33.091列双孔布载左偏车道集中力212.8000140.00001.02500.00000.000.001列双孔布载左偏车道均载左212.800037.50001.01590.097223.690.001列双孔布载左偏车道均载右24.100037.50001.02500.09630.007.59

157合计23.69+7.59=31.281列双孔布载左偏车道集中力312.8000140.00001.02500.00000.000.001列双孔布载左偏车道均载左312.800037.50001.01590.091522.320.001列双孔布载左偏车道均载右34.100037.5000合计1.02500.09070.0022.32+7.157.15=29.461列双孔布载左偏车道集中力412.8000140.00001.02500.00000.000.001列双孔布载左偏车道均载左412.800037.50001.01590.085920.940.001列双孔布载左偏车道均载右44.100037.5000合计1.02500.08510.0020.94+6.716.71=27.651列双孔布载左偏车道集中力512.8000140.00001.02500.21000.0030.141列双孔布载左偏车道均载左512.800037.50001.01590.088721.630.001列双孔布载左偏车道均载右54.100037.5000合计1.02500.08980.0021.63+7.0837.21=58.841列双孔布载左偏车道集中力612,8000140.00001.02500.29000.0041.611列双孔布载左偏车道均载左612.800037.50001.01590.086321.040.001列双孔布载左偏车道均载右64.100037.5000合计1.02500.08810.0021.04+6.9448.56=69.601列双孔布载左偏车道集中力712.8000140.00001.02500.49000.0070.321列双孔布载左偏车道均载左712.800037.50001.01590.088721.630.001列双孔布载左偏车道均载右74.100037.5000合计1.02500.09230.0021.63+7.2777.59=99.211列双孔布载左偏车道集中力812.8000140.00001.02500.01000.001.431列双孔布载左偏车道均载左812.800037.50001.01590.063815.540.001列双孔布载左偏车道均载右84.100037.5000合计1.02500.06330.0015.54+4.996.42=21.961列双孔布载左偏车道集中力912.8000140.00001.02500.00000.000.001列双孔布载左偏车道均载左912.800037.50001.01590.057714.070.001列双孔布载左偏车道均载右94.100037.5000合计1.02500.05720.0014.07+4.514.51=18.581列双孔布载左偏车道集中力1012.8000140.00001.02500.00000.000.001列双孔布载左偏车道均载左1012.800037.50001.01590.052112.700.001列双孔布载左偏车道均载右104.100037.5000合计1.02500.05160.0012.70+4.074.07=16.761列双孔布载左偏车道集中力1112.8000140.00001.02500.00000.000.001列双孔布载左偏车道均载左1112.800037.50001.01590.046411.320.001列双孔布载左偏车道均载右114.100037.5000合计1.02500.04600.0011.32+3.633.63=14.951列双孔布载左偏车道集中力1212.8000140.00001.02500.00000.000.001列双孔布载左偏车道均载左1212.800037.50001.01590.04089.950.001列双孔布载左偏车道均载右124.100037.5000合计1.02500.04040.009.95+3.193.19=13.141列双孔布载左偏车道集中力1312.8000140.00001.02500.00000.000.001列双孔布载左偏车道均载左1312.800037.50001.01590.03528.580.001列双孔布载左偏车道均载右134.100037.50001.02500.03490.002.75

158合计8.58+2.75=11.321列双孔布载左偏车道集中力1412.8000140.00001.02500.00000.000.001列双孔布载左偏车道均载左1412.800037.50001.01590.02957.200.001列双孔布载左偏车道均载右144.100037.5000合计1.02500.02930.007.20+2.312.31=9.511列双孔布载左偏车道集中力1512.8000140.00001.02500.00000.000.001列双孔布载左偏车道均载左1512.800037.50001.01590.02395.830.001列双孔布载左偏车道均载右154.100037.5000合计1.02500.02370.005.83+1.871.87=7.691列双孔布载左偏车道集中力1612.8000140.00001.02500.00000.000.001列双孔布载左偏车道均载左1612.800037.50001.01590.01834.450.001列双孔布载左偏车道均载右164.100037.5000合计1.02500.01810.004.45+1.431.43=5.881列双孔布载左偏车道集中力1712.8000140.00001.02500.00000.000.001列双孔布载左偏车道均载左1712.800037.50001.01590.01263.080.001列双孔布载左偏车道均载右174.100037.5000合计1.02500.01250.003.08+0.990.99二4.061列双孔布载左偏车道集中力1812.8000140.00001.02500.00000.000.001列双孔布载左偏车道均载左1812.800037.50001.01590.00701.700.001列双孔布载左偏车道均载右184.100037.5000合计1.02500.00690.001.70+0.550.55=2.251列双孔布载左偏车道集中力1912.8000140.00001.02500.00000.000.001列双孔布载左偏车道均载左1912.800037.50001.01590.00140.330.001列双孔布载左偏车道均载右194.100037.5000合计1.02500.00130.000.33+0.110.11=0.441列双孔布载左偏车道集中力2012.8000140.00001.02500.00000.000.001列双孔布载左偏车道均载左2012.800037.50001.0159-0.0043-1.040.001列双孔布载左偏车道均载右204.100037.5000合计1.0250-0.00420.00-1.04+-0.33-0.33=-1.381列双孔布载左偏车道集中力2112.8000140.00001.02500.00000.000.001列双孔布载左偏车道均载左2112.800037.50001.0159-0.0099-2.420.001列双孔布载左偏车道均载右214.100037.5000合计1.0250-0.00980.00-2.42+-0.77-0.77=-3.191列双孔布载左偏车道集中力2212.8000140.00001.02500.00000.000.001列双孔布载左偏车道均载左2212.800037.50001.0159-0.0156-3.790.001列双孔布载左偏车道均载右224.100037.5000合计1.0250-0.01540.00-3.79+-1.21-1.21=-5.012列双孔布载左偏车道集中力112.8000140.00001.02500.00000.000.002列双孔布载左偏车道均载左112.800037.50001.01590.177443.250.002列双孔布载左偏车道均载右14.100037.5000合计1.02500.17580.0043.25+13.8513.85=57.102列双孔布载左偏车道集中力212.8000140.00001.02500.00000.000.002列双孔布载左偏车道均载左212.800037.50001.01590.168841.160.002列双孔布载左偏车道均载右24.100037.50001.02500.16730.0013.18

159合计41.16+13.18=54.342列双孔布载左偏车道集中力312.8000140.00001.02500.00000.000.002列双孔布载左偏乍道均载左312.800037.50001.01590.160239.060.002列双孔布载左偏车道均载右34.100037.50001.02500.15880.0012.51合计39.06+12.51=51.572列双孔布载左偏车道集中力412.8000140.00001.02500.00000.000.002列双孔布载左偏车道均载左412.800037.50001.01590.151636.970.002列双孔布载左偏车道均载右44.100037.50001.02500.15030.0011.84合计36.97+11.84=48.812列双孔布载左偏车道集中力512.8000140.00001.02500.21000.0030.142列双孔布我左偏车道均载左512.800037.50001.01590.151536.940.002列双孔布我左偏车道均载右54.100037.50001.02500.15200.0011.98合计36.94+42.11=79.052列双孔相我左偏车道集中力612.8000140.00001.02500.29000.0041.612列双孔布载左偏乍道均载左612.800037.50001.01590.146135.630.002列双孔布载左偏车道均载右64.100037.50001.02500.14740.0011.62合计35.63+53.23=88.862列双孔布载左偏车道集中力712.8000140.00001.02500.49000.0070.322列双孔布载左偏车道均载左712.800037.50001.01590.145635.500.002列双孔布载左偏车道均载右74.100037.50001.02500.14870.0011.71合计35.50+82.03=117.532列双孔布载左偏乍道集中力812.8000140.00001.02500.48000.0068.882列双孔布我左偏车道均教左812.800037.50001.01590.136633.310.002列双孔布我左偏车道均载右84.100037.50001.02500.13970.0011.01合计33.31+79.89=113.192列双孔布载左偏车道集中力912.8000140.00001.02500.28000.0040.182列双孔布载左偏乍道均载左912.800037.50001.01590.120029.250.002列双孔布载左偏车道均载右94.100037.50001.02500.12140.009.57合计29.25+49.75=79.002列双孔布载左偏车道集中力1012.8000140.00001.02500.25000.0035.882列双孔布载左偏车道均载左1012.800037.50001.01590.110226.860.002列双孔布载左偏午道均载右104.100037.50001.02500.11140.008.78合计26.86+44.66=71.522列双孔布载左偏车道集中力1112.8000140.00001.02500.00000.000.002列双孔布载左偏车道均载左1112.800037.50001.01590.091522.320.002列双孔布载左偏车道均载右114.100037.50001.02500.09070.007.15合计22.32+7.15=29.472列双孔布载左偏车道集中力1212.8000140.00001.02500.00000.000.002列双孔布载左偏车道均载左1212.800037.50001.01590.083020.230.002列双孔布载左偏车道均载右124.100037.50001.02500.08220.006.48合计20.23+6.48=26.702列双孔布载左偏车道集中力1312.8000140.00001.02500.00000.000.002列双孔布载左偏车道均载左1312.800037.50001.01590.074418.130.002列双孔布载左偏车道均载右134.100037.50001.02500.07370.005.81

160合计18.13+5.81=23.942列双孔布载左偏车道集中力1412.8000140.00001.02500.00000.000.002列双孔布载左偏乍道均载左1412.800037.50001.01590.065816.040.002列双孔布载左偏车道均载右144.100037.50001.02500.06520.005.14合计16.04+5.14=21.182列双孔布载左偏车道集中力1512.8000140.00001.02500.00000.000.002列双孔布载左偏车道均载左1512.800037.50001.01590.057213.950.002列双孔布载左偏车道均载右154.100037.50001.02500.05670.004.47合计13.95+4.47=18.422列双孔布载左偏车道集中力1612.8000140.00001.02500.00000.000.002列双孔布我左偏车道均载左1612.800037.50001.01590.048611.850.002列双孔布我左偏车道均载右164.100037.50001.02500.04820.003.80合计11.85+3.80=15.652列双孔相我左偏车道集中力1712.8000140.00001.02500.00000.000.002列双孔布载左偏乍道均载左1712.800037.50001.01590.04009.760.002列双孔布载左偏车道均载右174.100037.50001.02500.03970.003.13合计9.76+3.13=12.892列双孔布载左偏车道集中力1812.8000140.00001.02500.00000.000.002列双孔布载左偏车道均载左1812.800037.50001.01590.03157.670.002列双孔布载左偏车道均载右184.100037.50001.02500.03120.002.46合计7.67+2.46=10.132列双孔布载左偏车道集中力1912.8000140.00001.02500.00000.000.002列双孔布我左偏车道均载左1912.800037.50001.01590.02295.580.002列双孔布我左偏车道均载右194.100037.50001.02500.02270.001.79合计5.58+1.79=7.362列双孔布载左偏车道集中力2012.8000140.00001.02500.00000.000.002列双孔布载左偏乍道均载左2012.800037.50001.01590.01433.480.002列双孔布载左偏车道均载右204.100037.50001.02500.01420.001.12合计3.48+1.12=4.602列双孔布载左偏车道集中力2112.8000140.00001.02500.00000.000.002列双孔布载左偏车道均载左2112.800037.50001.01590.00571.390.002列双孔布载左偏午道均载右214.100037.50001.02500.00570.000.45合计1.39+0.45=1.842列双孔布载左偏车道集中力2212.8000140.00001.02500.00000.000.002列双孔布载左偏车道均载左2212.800037.50001.0159-0.0029-0.700.002列双孔布载左偏车道均载右224.100037.50001.0250-0.00290.00-0.23合计-0.70+-0.23=-0.933列双孔布载左偏车道集中力112.8000140.00001.02500.00000.000.003列双孔布载左偏车道均载左112.800037.50001.01590.179043.640.003列双孔布载左偏车道均载右14.100037.50001.02500.17740.0013.98合计43.64+13.98=57.623列双孔布载左偏车道集中力212.8000140.00001.02500.00000.000.003列双孔布载左偏车道均载左212.800037.50001.01590.171941.920.003列双孔布载左偏车道均载右24.100037.50001.02500.17040.0013.43

161合计41.92+13.43=55.343列双孔布载左偏车道集中力312.8000140.00001.02500.00000.000.003列双孔布载左偏乍道均载左312.800037.50001.01590.164840.190.003列双孔布载左偏车道均载右34.100037.50001.02500.16340.0012.87合计40.19+12.87=53.063列双孔布载左偏车道集中力412.8000140.00001.02500.00000.000.003列双孔布载左偏车道均载左412.800037.50001.01590.157838.470.003列双孔布载左偏车道均载右44.100037.50001.02500.15640.0012.32合计38.47+12.32=50.793列双孔布载左偏不道集中力512.8000140.00001.02500.16800.0024.113列双孔布载左偏车道均载左512.800037.50001.01590.157538.390.003列双孔布载左偏车道均载右54.100037.50001.02500.15750.0012.41合计38.39+36.52=74.913列双孔相我左偏车道集中力612.8000140.00001.02500.23200.0033.293列双孔布载左偏乍道均载左612.800037.50001.01590.153037.290.003列双孔布载左偏车道均载右64.100037.50001.02500.15370.0012.11合计37.29+45.40=82.693列双孔布载左偏车道集中力712.8000140.00001.02500.39200.0056.253列双孔布载左偏车道均载左712.800037.50001.01590.152337.140.003列双孔布载左偏车道均载右74.100037.50001.02500.15440.0012.17合计37.14+68.42=105.563列双孔布载左偏乍道集中力812.8000140.00001.02500.38400.0055.103列双孔布我左偏车道均教左812.800037.50001.01590.144935.330.003列双孔布我左偏车道均载右84.100037.50001.02500.14700.0011.59合计35.33+66.69=102.023列双孔布裁左偏车道集中力912.8000140.00001.02500.22400.0032.143列双孔布载左偏乍道均载左912.800037.50001.01590.131432.040.003列双孔布载左偏车道均载右94.100037.50001.02500.13220.0010.42合计32.04+42.56二74.603列双孔布载左偏车道集中力1012.8000140.00001.02500.38400.0055.103列双孔布载左偏车道均载左1012.800037.50001.01590.130831.880.003列双孔布载左偏午道均载右104.100037.50001.02500.13300.0010.48合计31.88+65.59=97.473列双孔布载左偏车道集中力1112.8000140.00001.02500.22400.0032.143列双孔布载左偏车道均载左1112.800037.50001.01590.117328.590.003列双孔布载左偏车道均载右114.100037.50001.02500.11820.009.31合计28.59+41.46=70.053列双孔布载左偏车道集中力1212.8000140.00001.02500.39200.0056.253列双孔布载左偏车道均载左1212.800037.50001.01590.116928.510.003列双孔布载左偏车道均载右124.100037.50001.02500.11940.009.41合计28.51+65.66=94.173列双孔布载左偏车道集中力1312.8000140.00001.02500.00000.000.003列双孔布载左偏车道均载左1312.800037.50001.01590.094122.940.003列双孔布载左偏车道均载右134.100037.50001.02500.09330.007.35

162合计22.94+7.35=30.293列双孔布载左偏车道集中力1412.8000140.00001.02500.00000.000.003列双孔布载左偏乍道均载左1412.800037.50001.01590.087021.210.003列双孔布载左偏车道均载右144.100037.50001.02500.08620.006.80合计21.21+6.80二28.013列双孔布载左偏车道集中力1512.8000140.00001.02500.00000.000.003列双孔布载左偏车道均载左1512.800037.50001.01590.079919.490.003列双孔布载左偏车道均载右154.100037.50001.02500.07920.006.24合计19.49+6.24=25.733列双孔布载左偏车道集中力1612.8000140.00001.02500.00000.000.003列双孔布载左偏车道均载左1612.800037.50001.01590.072917.760.003列双孔布载左偏车道均载右164.100037.50001.02500.07220.005.69合计17.76+5.69=23.453列双孔相我左偏车道集中力1712.8000140.00001.02500.00000.000.003列双孔布载左偏乍道均载左1712.800037.50001.01590.065816.040.003列双孔布载左偏车道均载右174.100037.50001.02500.06520.005.14合计16.04+5.14=21.183列双孔布载左偏车道集中力1812.8000140.00001.02500.00000.000.003列双孔布载左偏车道均载左1812.800037.50001.01590.058714.310.003列双孔布载左偏车道均载右184.100037.50001.02500.05820.004.59合计14.31+4.59=18.903列双孔布载左偏车道集中力1912.8000140.00001.02500.00000.000.003列双孔布我左偏车道均载左1912.800037.50001.01590.051612.590.003列双孔布我左偏车道均载右194.100037.50001.02500.05120.004.03合计12.59+4.03=16.623列双孔布裁左偏车道集中力2012.8000140.00001.02500.00000.000.003列双孔布载左偏乍道均载左2012.800037.50001.01590.044610.860.003列双孔布载左偏车道均载右204.100037.50001.02500.04420.003.48合计10.86+3.48=14.343列双孔布载左偏车道集中力2112.8000140.00001.02500.00000.000.003列双孔布载左偏车道均载左2112.800037.50001.01590.03759.140.003列双孔布载左偏午道均载右214.100037.50001.02500.03720.002.93合计9.14+2.93=12.073列双孔布载左偏车道集中力2212.8000140.00001.02500.00000.000.003列双孔布载左偏车道均载左2212.800037.50001.01590.03047.410.003列双孔布载左偏车道均载右224.100037.50001.02500.03010.002.37合计7.41+2.37=9.794列双孔布载左偏车道集中力112.8000140.00001.02500.00000.000.004列双孔布载左偏车道均载左112.800037.50001.01590.162139.510.004列双孔布载左偏车道均载右14.100037.50001.02500.16060.0012.66合计39.51+12.66=52.174列双孔布载左偏车道集中力212.8000140.00001.02500.00000.000.004列双孔布载左偏车道均载左212.800037.50001.01590.157838.460.004列双孔布载左偏车道均载右24.100037.50001.02500.15640.0012.32

163合计38.46+12.32=50.784列双孔布载左偏车道集中力312.8000140.00001.02500.00000.000.004列双孔布载左偏乍道均载左312.800037.50001.01590.153537.410.004列双孔布载左偏车道均载右34.100037.50001.02500.15210.0011.98合计37.41+11.98=49.404列双孔布载左偏车道集中力412.8000140.00001.02500.00000.000.004列双孔布载左偏车道均载左412.800037.50001.01590.149236.370.004列双孔布载左偏车道均载右44.100037.50001.02500.14780.0011.65合计36.37+11.65=48.024列双孔布载左偏不道集中力512.8000140.00001.02500.14070.0020.194列双孔布我左偏车道均载左512.800037.50001.01590.150536.700.004列双孔布我左偏车道均载右54.100037.50001.02500.15040.0011.85合计36.70+32.04=68.744列双孔相我左偏车道集中力612.8000140.00001.02500.19430.0027.884列双孔布载左偏乍道均载左612.800037.50001.01590.148436.180.004列双孔布载左偏车道均载右64.100037.50001.02500.14880.0011.72合计36.18+39.61=75.784列双孔布载左偏车道集中力712.8000140.00001.02500.32830.0047.114列双孔布载左偏车道均载左712.800037.50001.01590.149536.440.004列双孔布载左偏车道均载右74.100037.50001.02500.15110.0011.90合计36.44+59.01=95.464列双孔布载左偏乍道集中力812.8000140.00001.02500.32160.0046.154列双孔布载左偏车道均教左812.800037.50001.01590.144935.330.004列双孔布载左偏车道均载右84.100037.50001.02500.14650.0011.54合计35.33+57.69=93.024列双孔布裁左偏车道集中力912.8000140.00001.02500.18760.0026.924列双孔布载左偏乍道均载左912.800037.50001.01590.135232.970.004列双孔布载左偏车道均载右94.100037.50001.02500.13570.0010.69合计32.97+37.61=70.584列双孔布载左偏车道集中力1012.8000140.00001.02500.32160.0046.154列双孔布载左偏车道均载左1012.800037.50001.01590.136333.230.004列双孔布载左偏午道均载右104.100037.50001.02500.13800.0010.87合计33.23+57.02=90.254列双孔布载左偏车道集中力1112.8000140.00001.02500.18760.0026.924列双孔布载左偏车道均载左1112.800037.50001.01590.126630.870.004列双孔布载左偏车道均载右114.100037.50001.02500.12720.0010.02合计30.87+36.94=67.814列双孔布载左偏车道集中力1212.8000140.00001.02500.32830.0047.114列双孔布载左偏车道均载左1212.800037.50001.01590.128031.200.004列双孔布载左偏车道均载右124.100037.50001.02500.12980.0010.22合计31.20+57.34=88.544列双孔布载左偏车道集中力1312.8000140.00001.02500.32830.0047.114列双孔布载左偏车道均载左1312.800037.50001.01590.123730.150.004列双孔布载左偏车道均载右134.100037.50001.02500.12550.009.89

164合计30.15+57.00=87.154列双孔布载左偏车道集中力1412.8000140.00001.02500.18760.0026.924列双孔布载左偏乍道均载左1412.800037.50001.01590.113727.730.004列双孔布载左偏车道均载右144.100037.50001.02500.11440.009.01合计27.73+35.93二63.664列双孔布载左偏车道集中力1512.8000140.00001.02500.15410.0022.114列双孔布载左偏车道均载左1512.800037.50001.01590.108126.350.004列双孔布载左偏车道均载右154.100037.50001.02500.10850.008.55合计26.35+30.66=57.014列双孔布载左偏车道集中力1612.8000140.00001.02500.00000.000.004列双孔布我左偏车道均载左1612.800037.50001.01590.097623.790.004列双孔布我左偏车道均载右164.100037.50001.02500.09670.007.62合计23.79+7.62=31.414列双孔相我左偏车道集中力1712.8000140.00001.02500.00000.000.004列双孔布载左偏乍道均载左1712.800037.50001.01590.093322.740.004列双孔布载左偏车道均载右174.100037.50001.02500.09240.007.28合计22.74+7.28=30.024列双孔布载左偏车道集中力1812.8000140.00001.02500.00000.000.004列双孔布载左偏车道均载左1812.800037.50001.01590.089021.690.004列双孔布载左偏车道均载右184.100037.50001.02500.08820.006.95合计21.69+6.95=28.644列双孔布载左偏车道集中力1912.8000140.00001.02500.00000.000.004列双孔布载左偏车道均载左1912.800037.50001.01590.084720.640.004列双孔布载左偏车道均载右194.100037.50001.02500.08390.006.61合计20.64+6.61=27.264列双孔布裁左偏车道集中力2012.8000140.00001.02500.00000.000.004列双孔布载左偏乍道均载左2012.800037.50001.01590.080419.600.004列双孔布载左偏车道均载右204.100037.50001.02500.07970.006.28合计19.60+6.28=25.874列双孔布载左偏车道集中力2112.8000140.00001.02500.00000.000.004列双孔布载左偏车道均载左2112.800037.50001.01590.076118.550.004列双孔布载左偏午道均载右214.100037.50001.02500.07540.005.94合计18.55+5.94=24.494列双孔布载左偏车道集中力2212.8000140.00001.02500.00000.000.004列双孔布载左偏车道均载左2212.800037.50001.01590.071817.500.004列双孔布载左偏车道均载右224.100037.50001.02500.07110.005.61合计17.50+5.61=23.111列双孔布载右偏车道集中力112.8000140.00001.02500.00000.000.001列双孔布载右偏车道均载左112.800037.50001.0159-0.0156-3.790.001列双孔布载右偏车道均载右14.100037.50001.0250-0.01540.00-1.21合计-3.79+-1.21=-5.011列双孔布我右偏车道集中力212.8000140.00001.02500.00000.000.001列双孔布载右偏车道均载左212.800037.50001.0159-0.0099-2.420.001列双孔布载右偏车道均载右24.100037.50001.0250-0.00980.00-0.77

165合计-2.42+-0.77=-3.191列双孔布载右偏车道集中力312.8000140.00001.02500.00000.000.001列双孔布载右偏乍道均载左312.800037.50001.0159-0.0043-1.040.001列双孔布载右偏车道均载右34.100037.50001.0250-0.00420.00-0.33合计-1.04+-0.33=-1.381列双孔布载右偏车道集中力412.8000140.00001.02500.00000.000.001列双孔布载右偏车道均载左412.800037.50001.01590.00140.330.001列双孔布载右偏车道均载右44.100037.50001.02500.00130.000.11合计0.33+0.11=0.441列双孔布载右偏不道集中力512.8000140.00001.02500.00000.000.001列双孔布载右偏车道均载左512.800037.50001.01590.00701.700.001列双孔布载右偏车道均载右54.100037.50001.02500.00690.000.55合计1.70+0.55=2.251列双孔布载右偏车道集中力612.8000140.00001.02500.00000.000.001列双孔布载右偏乍道均载左612.800037.50001.01590.01263.080.001列双孔布载右偏车道均载右64.100037.50001.02500.01250.000.99合计3.08+0.99二4.061列双孔布载右偏车道集中力712.8000140.00001.02500.00000.000.001列双孔布载右偏车道均载左712.800037.50001.01590.01834.450.001列双孔布载右偏车道均载右74.100037.50001.02500.01810.001.43合计4.45+1.43=5.881列双孔布载右偏乍道集中力812.8000140.00001.02500.00000.000.001列双孔布载右偏车道均教左812.800037.50001.01590.02395.830.001列双孔布载右偏车道均载右84.100037.50001.02500.02370.001.87合计5.83+1.87=7.691列双孔布载右偏车道集中力912.8000140.00001.02500.00000.000.001列双孔布载右偏乍道均载左912.800037.50001.01590.02957.200.001列双孔布载右偏车道均载右94.100037.50001.02500.02930.002.31合计7.20+2.31=9.511列双孔布载右偏车道集中力1012.8000140.00001.02500.00000.000.001列双孔布载右偏车道均载左1012.800037.50001.01590.03528.580.001列双孔布载方偏午道均载右104.100037.50001.02500.03490.002.75合计8.58+2.75=11.321列双孔布载右偏车道集中力1112.8000140.00001.02500.00000.000.001列双孔布载右偏车道均载左1112.800037.50001.01590.04089.950.001列双孔布载右偏车道均载右114.100037.50001.02500.04040.003.19合计9.95+3.19=13.141列双孔布载右偏车道集中力1212.8000140.00001.02500.00000.000.001列双孔布载右偏车道均载左1212.800037.50001.01590.046411.320.001列双孔布载右偏车道均载右124.100037.50001.02500.04600.003.63合计11.32+3.63=14.951列双孔布我右偏车道集中力1312.8000140.00001.02500.00000.000.001列双孔布载右偏车道均载左1312.800037.50001.01590.052112.700.001列双孔布载右偏车道均载右134.100037.50001.02500.05160.004.07

166合计12.70+4.07=16.761列双孔布载右偏车道集中力1412.8000140.00001.02500.00000.000.001列双孔布载右偏乍道均载左1412.800037.50001.01590.057714.070.001列双孔布载右偏车道均载右144.100037.50001.02500.05720.004.51合计14.07+4.51=18.581列双孔布载右偏车道集中力1512.8000140.00001.02500.01000.001.441列双孔布载右偏车道均载左1512.800037.50001.01590.063815.540.001列双孔布载右偏车道均载右154.100037.50001.02500.06330.004.99合计15.54+6.42=21.961列双孔布载右偏车道集中力1612.8000140.00001.02500.49000.0070.311列双孔布载右偏车道均载左1612.800037.50001.01590.088721.630.001列双孔布载右偏车道均载右164.100037.50001.02500.09230.007.27合计21.63+77.59=99.211列双孔布我右偏车道集中力1712.8000140.00001.02500.29000.0041.621列双孔布载右偏乍道均载左1712.800037.50001.01590.086321.040.001列双孔布载右偏车道均载右174.100037.50001.02500.08810.006.94合计21.04+48.56=69.601列双孔布载右偏车道集中力1812.8000140.00001.02500.21000.0030.131列双孔布载右偏车道均载左1812.800037.50001.01590.088721.630.001列双孔布载右偏车道均载右184.100037.50001.02500.08980.007.08合计21.63+37.21=58.841列双孔布载右偏车道集中力1912.8000140.00001.02500.00000.000.001列双孔布我右偏车道均载左1912.800037.50001.01590.085920.940.001列双孔布我右偏车道均载右194.100037.50001.02500.08510.006.71合计20.94+6.71=27.651列双孔布载右偏车道集中力2012.8000140.00001.02500.00000.000.001列双孔布载右偏乍道均载左2012.800037.50001.01590.091522.320.001列双孔布载右偏车道均载右204.100037.50001.02500.09070.007.15合计22.32+7.15=29.461列双孔布载右偏车道集中力2112.8000140.00001.02500.00000.000.001列双孔布载右偏车道均载左2112.800037.50001.01590.097223.690.001列双孔布载方偏午道均载右214.100037.50001.02500.09630.007.59合计23.69+7.59=31.281列双孔布载右偏车道集中力2212.8000140.00001.02500.00000.000.001列双孔布载右偏车道均载左2212.800037.50001.01590.102825.060.001列双孔布载右偏车道均载右224.100037.50001.02500.10190.008.03合计25.06+8.03=33.092列双孔布载右偏车道集中力112.8000140.00001.02500.00000.000.002列双孔布载右偏车道均载左112.800037.50001.0159-0.0029-0.700.002列双孔布载右偏车道均载右14.100037.50001.0250-0.00290.00-0.23合计-0.70+-0.23=-0.932列双孔布我右偏车道集中力212.8000140.00001.02500.00000.000.002列双孔布载右偏车道均载左212.800037.50001.01590.00571.390.002列双孔布载右偏车道均载右24.100037.50001.02500.00570.000.45

167合计1.39+0.45=1.842列双孔布载右偏车道集中力312.8000140.00001.02500.00000.000.002列双孔布载右偏乍道均载左312.800037.50001.01590.01433.480.002列双孔布载右偏车道均载右34.100037.50001.02500.01420.001.12合计3.48+1.12=4.602列双孔布载右偏车道集中力412.8000140.00001.02500.00000.000.002列双孔布载右偏车道均载左412.800037.50001.01590.02295.580.002列双孔布载右偏车道均载右44.100037.50001.02500.02270.001.79合计5.58+1.79=7.362列双孔布载右偏不道集中力512.8000140.00001.02500.00000.000.002列双孔布载右偏车道均载左512.800037.50001.01590.03157.670.002列双孔布载右偏车道均载右54.100037.50001.02500.03120.002.46合计7.67+2.46=10.132列双孔布载右偏车道集中力612.8000140.00001.02500.00000.000.002列双孔布载右偏乍道均载左612.800037.50001.01590.04009.760.002列双孔布载右偏车道均载右64.100037.50001.02500.03970.003.13合计9.76+3.13=12.892列双孔布载右偏车道集中力712.8000140.00001.02500.00000.000.002列双孔布载右偏车道均载左712.800037.50001.01590.048611.850.002列双孔布载右偏车道均载右74.100037.50001.02500.04820.003.80合计11.85+3.80=15.652列双孔布载右偏乍道集中力812.8000140.00001.02500.00000.000.002列双孔布我在偏车道均载左812.800037.50001.01590.057213.950.002列双孔布我在偏车道均载右84.100037.50001.02500.05670.004.47合计13.95+4.47=18.422列双孔布载右偏车道集中力912.8000140.00001.02500.00000.000.002列双孔布载右偏乍道均载左912.800037.50001.01590.065816.040.002列双孔布载右偏车道均载右94.100037.50001.02500.06520.005.14合计16.04+5.14=21.182列双孔布载右偏车道集中力1012.8000140.00001.02500.00000.000.002列双孔布载右偏车道均载左1012.800037.50001.01590.074418.130.002列双孔布载方偏午道均载右104.100037.50001.02500.07370.005.81合计18.13+5.81=23.942列双孔布载右偏车道集中力1112.8000140.00001.02500.00000.000.002列双孔布载右偏车道均载左1112.800037.50001.01590.083020.230.002列双孔布载右偏车道均载右114.100037.50001.02500.08220.006.48合计20.23+6.48=26.702列双孔布载右偏车道集中力1212.8000140.00001.02500.00000.000.002列双孔布载右偏车道均载左1212.800037.50001.01590.091522.320.002列双孔布载右偏车道均载右124.100037.50001.02500.09070.007.15合计22.32+7.15=29.472列双孔布我右偏车道集中力1312.8000140.00001.02500.25000.0035.882列双孔布载右偏车道均载左1312.800037.50001.01590.110226.860.002列双孔布载右偏车道均载右134.100037.50001.02500.11140.008.78

168合计26.86+44.66=71.522列双孔布载右偏车道集中力1412.8000140.00001.02500.28000.0040.182列双孔布载右偏乍道均载左1412.800037.50001.01590.120029.250.002列双孔布载右偏车道均载右144.100037.50001.02500.12140.009.57合计29.25+49.75=79.002列双孔布载右偏车道集中力1512.8000140.00001.02500.48000.0068.882列双孔布载右偏车道均载左1512.800037.50001.01590.136633.310.002列双孔布载右偏车道均载右154.100037.50001.02500.13970.0011.01合计33.31+79.89=113.192列双孔布载右偏车道集中力1612.8000140.00001.02500.49000.0070.312列双孔布载右偏车道均载左1612.800037.50001.01590.145635.500.002列双孔布载右偏车道均载右164.100037.50001.02500.14870.0011.71合计35.50+82.03=117.532列双孔布载右偏车道集中力1712.8000140.00001.02500.29000.0041.622列双孔布载右偏乍道均载左1712.800037.50001.01590.146135.630.002列双孔布载右偏车道均载右174.100037.50001.02500.14740.0011.62合计35.63+53.23=88.862列双孔布载右偏车道集中力1812.8000140.00001.02500.21000.0030.132列双孔布载右偏车道均载左1812.800037.50001.01590.151536.940.002列双孔布载右偏车道均载右184.100037.50001.02500.15200.0011.98合计36.94+42.11=79.052列双孔布载右偏车道集中力1912.8000140.00001.02500.00000.000.002列双孔布我右偏车道均载左1912.800037.50001.01590.151636.970.002列双孔布我右偏车道均载右194.100037.50001.02500.15030.0011.84合计36.97+11.84=48.812列双孔布载右偏车道集中力2012.8000140.00001.02500.00000.000.002列双孔布载右偏乍道均载左2012.800037.50001.01590.160239.060.002列双孔布载右偏车道均载右204.100037.50001.02500.15880.0012.51合计39.06+12.51=51.572列双孔布载右偏车道集中力2112.8000140.00001.02500.00000.000.002列双孔布载右偏车道均载左2112.800037.50001.01590.168841.160.002列双孔布载方偏午道均载右214.100037.50001.02500.16730.0013.18合计41.16+13.18=54.342列双孔布载右偏车道集中力2212.8000140.00001.02500.00000.000.002列双孔布载右偏车道均载左2212.800037.50001.01590.177443.250.002列双孔布载右偏车道均载右224.100037.50001.02500.17580.0013.85合计43.25+13.85=57.103列双孔布载右偏车道集中力112.8000140.00001.02500.00000.000.003列双孔布载右偏车道均载左112.800037.50001.01590.03047.410.003列双孔布载右偏车道均载右14.100037.50001.02500.03010.002.37合计7.41+2.37=9.793列双孔布我右偏车道集中力212.8000140.00001.02500.00000.000.003列双孔布载右偏车道均载左212.800037.50001.01590.03759.140.003列双孔布载右偏车道均载右24.100037.50001.02500.03720.002.93

169合计9.14+2.93=12.073列双孔布载右偏车道集中力312.8000140.00001.02500.00000.000.003列双孔布载右偏乍道均载左312.800037.50001.01590.044610.860.003列双孔布载右偏车道均载右34.100037.50001.02500.04420.003.48合计10.86+3.48二14.343列双孔布载右偏车道集中力412.8000140.00001.02500.00000.000.003列双孔布载右偏车道均载左412.800037.50001.01590.051612.590.003列双孔布载右偏车道均载右44.100037.50001.02500.05120.004.03合计12.59+4.03=16.623列双孔布载右偏不道集中力512.8000140.00001.02500.00000.000.003列双孔布载右偏车道均载左512.800037.50001.01590.058714.310.003列双孔布载右偏车道均载右54.100037.50001.02500.05820.004.59合计14.31+4.59=18.903列双孔布载右偏车道集中力612.8000140.00001.02500.00000.000.003列双孔布载右偏乍道均载左612.800037.50001.01590.065816.040.003列双孔布载右偏车道均载右64.100037.50001.02500.06520.005.14合计16.04+5.14=21.183列双孔布载右偏车道集中力712.8000140.00001.02500.00000.000.003列双孔布载右偏车道均载左712.800037.50001.01590.072917.760.003列双孔布载右偏车道均载右74.100037.50001.02500.07220.005.69合计17.76+5.69=23.453列双孔布载右偏乍道集中力812.8000140.00001.02500.00000.000.003列双孔布我在偏车道均载左812.800037.50001.01590.079919.490.003列双孔布我在偏车道均载右84.100037.50001.02500.07920.006.24合计19.49+6.24=25.733列双孔布投右偏车道集中力912.8000140.00001.02500.00000.000.003列双孔布载右偏乍道均载左912.800037.50001.01590.087021.210.003列双孔布载右偏车道均载右94.100037.50001.02500.08620.006.80合计21.21+6.80=28.013列双孔布载右偏车道集中力1012.8000140.00001.02500.00000.000.003列双孔布载右偏车道均载左1012.800037.50001.01590.094122.940.003列双孔布载方偏午道均载右104.100037.50001.02500.09330.007.35合计22.94+7.35=30.293列双孔布载右偏车道集中力1112.8000140.00001.02500.39200.0056.253列双孔布载右偏车道均载左1112.800037.50001.01590.116928.510.003列双孔布载右偏车道均载右114.100037.50001.02500.11940.009.41合计28.51+65.66=94.173列双孔布载右偏车道集中力1212.8000140.00001.02500.22400.0032.143列双孔布载右偏车道均载左1212.800037.50001.01590.117328.590.003列双孔布载右偏车道均载右124.100037.50001.02500.11820.009.31合计28.59+41.46=70.053列双孔布我右偏车道集中力1312.8000140.00001.02500.38400.0055.103列双孔布载右偏车道均载左1312.800037.50001.01590.130831.880.003列双孔布载右偏车道均载右134.100037.50001.02500.13300.0010.48

170合计31.88+65.59=97.473列双孔布载右偏车道集中力1412.8000140.00001.02500.22400.0032.143列双孔布载右偏乍道均载左1412.800037.50001.01590.131432.040.003列双孔布载右偏车道均载右144.100037.50001.02500.13220.0010.42合计32.04+42.56二74.603列双孔布载右偏车道集中力1512.8000140.00001.02500.38400.0055.103列双孔布载右偏车道均载左1512.800037.50001.01590.144935.330.003列双孔布载右偏车道均载右154.100037.50001.02500.14700.0011.59合计35.33+66.69=102.023列双孔布载右偏车道集中力1612.8000140.00001.02500.39200.0056.253列双孔布载右偏车道均载左1612.800037.50001.01590.152337.140.003列双孔布载右偏车道均载右164.100037.50001.02500.15440.0012.17合计37.14+68.42=105.563列双孔布载右偏车道集中力1712.8000140.00001.02500.23200.0033.293列双孔布载右偏乍道均载左1712.800037.50001.01590.153037.290.003列双孔布载右偏车道均载右174.100037.50001.02500.15370.0012.11合计37.29+45.40=82.693列双孔布载右偏车道集中力1812.8000140.00001.02500.16800.0024.113列双孔布载右偏车道均载左1812.800037.50001.01590.157538.390.003列双孔布载右偏车道均载右184.100037.50001.02500.15750.0012.41合计38.39+36.52=74.913列双孔布载右偏车道集中力1912.8000140.00001.02500.00000.000.003列双孔布我右偏车道均载左1912.800037.50001.01590.157838.470.003列双孔布我右偏车道均载右194.100037.50001.02500.15640.0012.32合计38.47+12.32=50.793列双孔布裁右偏车道集中力2012.8000140.00001.02500.00000.000.003列双孔布载右偏乍道均载左2012.800037.50001.01590.164840.190.003列双孔布载右偏车道均载右204.100037.50001.02500.16340.0012.87合计40.19+12.87二53.063列双孔布载右偏车道集中力2112.8000140.00001.02500.00000.000.003列双孔布载右偏车道均载左2112.800037.50001.01590.171941.920.003列双孔布载方偏午道均载右214.100037.50001.02500.17040.0013.43合计41.92+13.43=55.343列双孔布载右偏车道集中力2212.8000140.00001.02500.00000.000.003列双孔布载右偏车道均载左2212.800037.50001.01590.179043.640.003列双孔布载右偏车道均载右224.100037.50001.02500.17740.0013.98合计43.64+13.98=57.624列双孔布载右偏车道集中力112.8000140.00001.02500.00000.000.004列双孔布载右偏车道均载左112.800037.50001.01590.071817.500.004列双孔布载右偏车道均载右14.100037.50001.02500.07110.005.61合计17.50+5.61=23.114列双孔布我右偏车道集中力212.8000140.00001.02500.00000.000.004列双孔布载右偏车道均载左212.800037.50001.01590.076118.550.004列双孔布载右偏车道均载右24.100037.50001.02500.07540.005.94

171合计18.55+5.94=24.494列双孔布载右偏车道集中力312.8000140.00001.02500.00000.000.004列双孔布载右偏乍道均载左312.800037.50001.01590.080419.600.004列双孔布载右偏车道均载右34.100037.50001.02500.07970.006.28合计19.60+6.28=25.874列双孔布载右偏车道集中力412.8000140.00001.02500.00000.000.004列双孔布载右偏车道均载左412.800037.50001.01590.084720.640.004列双孔布载右偏车道均载右44.100037.50001.02500.08390.006.61合计20.64+6.61=27.264列双孔布载右偏车道集中力512.8000140.00001.02500.00000.000.004列双孔布载右偏车道均载左512.800037.50001.01590.089021.690.004列双孔布载右偏车道均载右54.100037.50001.02500.08820.006.95合计21.69+6.95=28.644列双孔布载右偏车道集中力612.8000140.00001.02500.00000.000.004列双孔布载右偏乍道均载左612.800037.50001.01590.093322.740.004列双孔布载右偏车道均载右64.100037.50001.02500.09240.007.28合计22.74+7.28=30.024列双孔布载右偏车道集中力712.8000140.00001.02500.00000.000.004列双孔布载右偏车道均载左712.800037.50001.01590.097623.790.004列双孔布载右偏车道均载右74.100037.50001.02500.09670.007.62合计23.79+7.62=31.414列双孔布载右偏乍道集中力812.8000140.00001.02500.15410.0022.114列双孔布载右偏车道均教左812.800037.50001.01590.108126.350.004列双孔布载右偏车道均载右84.100037.50001.02500.10850.008.55合计26.35+30.66=57.014列双孔布载右偏车道集中力912.8000140.00001.02500.18760.0026.924列双孔布载右偏乍道均载左912.800037.50001.01590.113727.730.004列双孔布载右偏车道均载右94.100037.50001.02500.11440.009.01合计27.73+35.93二63.664列双孔布载右偏车道集中力1012.8000140.00001.02500.32830.0047.114列双孔布载右偏车道均载左1012.800037.50001.01590.123730.150.004列双孔布载方偏午道均载右104.100037.50001.02500.12550.009.89合计30.15+57.00=87.154列双孔布载右偏车道集中力1112.8000140.00001.02500.32830.0047.114列双孔布载右偏车道均载左1112.800037.50001.01590.128031.200.004列双孔布我右偏车道均载右114.100037.50001.02500.12980.0010.22合计31.20+57.34=88.544列双孔布载右偏车道集中力1212.8000140.00001.02500.18760.0026.924列双孔布载右偏车道均载左1212.800037.50001.01590.126630.870.004列双孔布载右偏车道均载右124.100037.50001.02500.12720.0010.02合计30.87+36.94=67.814列双孔布我右偏车道集中力1312.8000140.00001.02500.32160.0046.154列双孔布载右偏车道均载左1312.800037.50001.01590.136333.230.004列双孔布载右偏车道均载右134.100037.50001.02500.13800.0010.87

172合计33.23+57.02=90.254列双孔布载右偏车道集中力1412.8000140.00001.02500.18760.0026.924列双孔布载右偏乍道均载左1412.800037.50001.01590.135232.970.004列双孔布载右偏车道均载右144.100037.50001.02500.13570.0010.69合计32.97+37.61=70.584列双孔布载右偏车道集中力1512.8000140.00001.02500.32160.0046.154列双孔布载右偏车道均载左1512.800037.50001.01590.144935.330.004列双孔布载右偏车道均载右154.100037.50001.02500.14650.0011.54合计35.33+57.69=93.024列双孔布载右偏车道集中力1612.8000140.00001.02500.32830.0047.114列双孔布载右偏车道均载左1612.800037.50001.01590.149536.440.004列双孔布载右偏车道均载右164.100037.50001.02500.15110.0011.90合计36.44+59.01=95.464列双孔布载右偏车道集中力1712.8000140.00001.02500.19430.0027.884列双孔布载右偏乍道均载左1712.800037.50001.01590.148436.180.004列双孔布载右偏车道均载右174.100037.50001.02500.14880.0011.72合计36.18+39.61=75.784列双孔布载右偏车道集中力1812.8000140.00001.02500.14070.0020.194列双孔布载右偏车道均载左1812.800037.50001.01590.150536.700.004列双孔布载右偏车道均载右184.100037.50001.02500.15040.0011.85合计36.70+32.04=68.744列双孔布载右偏车道集中力1912.8000140.00001.02500.00000.000.004列双孔布载右偏车道均载左1912.800037.50001.01590.149236.370.004列双孔布载右偏车道均载右194.100037.50001.02500.14780.0011.65合计36.37+11.65=48.024列双孔布载右偏车道集中力2012.8000140.00001.02500.00000.000.004列双孔布载右偏乍道均载左2012.800037.50001.01590.153537.410.004列双孔布载右偏车道均载右204.100037.50001.02500.15210.0011.98合计37.41+11.98=49.404列双孔布载右偏车道集中力2112.8000140.00001.02500.00000.000.004列双孔布载右偏车道均载左2112.800037.50001.01590.157838.460.004列双孔布载方偏午道均载右214.100037.50001.02500.15640.0012.32合计38.46+12.32=50.784列双孔布载右偏车道集中力2212.8000140.00001.02500.00000.000.004列双孔布载右偏车道均载左2212.800037.50001.01590.162139.510.004列双孔布我右偏车道均载右224.100037.50001.02500.16060.0012.66合计39.51+12.66=52.17计入冲击系数，得到双孔加载使得支反力合计最大。汽车冲击系数未计入。2.3桥墩墩柱计算原始数据表（单位:kN-m制）

1731受力模式1i盖梁顶至低水位距|盖梁顶至设计水位线|।।盖梁顶至冲刷线i111盖梁顶自由112.50।114.00115.40|稳定时的杆件计算长度系数111_柱顶截面r11柱底截面1i1冲刷截面|1112.001112.001t12.00|111__正常使用裂缝宽度计算।11裂缝宽度限值mm|111不计冲击力1110.20011L联数1111联孔数111|1|3|।।।I11_孔径1111孔径2111孔径3|11113.0011113.0011113.00|11|_加载方式I制动系数1।11制动系数21制动系数3।I制动系数4|1I111自动加载111.00-1112.00i12.3411|2.68|।।111__车道荷载11车辆荷载111人群集度1!1车道数1车道车辆荷载提高系数11I1111城-A级|।城-A级车辆1113.50011411|0.000111注:1、加载方式为自动加载。重要性系数为L1。2、横向布载时车道、车辆均采用1到4列分别加载计算。111_内容'加载方式।[1双孔加载।!1左孔加载!1右孔加载1111„1列汽车作用制动力(kN)111自动计算1t1自动计算1t1自动计算1111计算墩(台)制动比例系数1110.5001110.5001110.5001车道荷载数据111_双孔加载集中力1左孔加载集中力111右孔加载集中力|双孔加载均荷载।i左孔加载均荷载i右孔加载均荷载i।।।1111140.000|।1140.000|।140.00011137.500|37,500।11|37.500|।।注:集中荷载Pk已经乘以L2系数，使得竖直力效应最大。双孔加载按左孔或右孔的较大跨径作为计算跨径。11L_车道边轮距护轮带|।横向轮数I1।广2轮距।11轮距合计12列车横向近轮距|1।

174I0.6001121111.800111.800|11.300|车辆荷载数据i车辆轴数ir2轴距i12'3।113'4I4〜51i轴距合计i1I।115I1113.600|।1.2001116.0001|7.200।11|18.000|।।ii轴重11।2轴重|13轴重1114轴重।15轴重1i轴重合计i1I11|60.0|।।1140.0|।140.0111200.01|160.0!1।|700.0|।।1车辆边轮距护轮带11横向轮数1।11广2轮距[1轮距合计|12列车横向近轮距|1|0.600।11211111.800t]111.800|11.300|双孔、左孔、右孔分别加载时对应的冲击系数1加载方式111双孔加载1左孔加载111右孔加载|11冲击系数110.350011|0.35001।।10.3500|]摩阻系数、温度力1摩阻力用户选用1摩阻力111左孔支座摩阻系数|右孔支座摩阻系数1I1桥墩温度力（kN）|1判断组合1只计恒载1111|0.200|0.200।।1110.0|]1上部横断面宽度数据i右偏角（度）i桥面净宽i左护栏宽i左人行宽1II11左隔离栅宽|右隔离栅宽|1II右人行宽i右护栏宽i।1।1।।|135,000|16.000|0.300|5.700।।।।111|0.00010.0001111।।5.700|0,300|1।梁（板）数、梁（板）横向距离।।।।।।1左g支座I基板数I面距广2i2'3|3'4|।।।4〜5|5-6|6~7|11117〜8|8'9|9'10|10"11|1T12iiii|12〜13|13〜14|14'15|15〜16|16〜17|17〜18|18〜19|19〜20|20~21|21〜22|।।1।1।।।।1III1111II1I1I—11111-|对称|22|1.25|1.25|1.25|I11-H11.25|1.25|1.25|11111.25|1.25|1.25|1.25|1.251111|1.25|1.25|1.25|1.25|1.25|1.25|1.25|1.25|1.11111125|1.25|111।।।।iiii每片上部梁（板）恒载反力1梁（板）编号11号12号13号14号15号16号17号1118号19号110号11号12号13号14号115号|1F16号17号H18号H19号H20号H21号H22号H——1合计1—H———

1751左孔支反力1354.9|268.2|268.2|268.2|268.2|264.7|264.7|264.7|264.7|264.7|264.7|264.7|264.7|264.7|264.7|264.7|1264.7|1268.2|I268.2|268.2|1268.2I354.9|6032|1I1111111II1111111111111111111I1右孔支反力110.0|10.0|10.0|10.0|10.0|10.0|110.0|0.0|0.0|0.0|0.0|0.0|0.0|0.010.01110.0|10.0110.0110.0110.0110.0110.0101111111111111111111111111111111111合计1354.9|1268.2|1268.2|1268.2|1268.2|1264.7|11264.7|264.7|264.7|264.7|264.7|264.7|264.7|264.7|264.7|11264.7|1264.7|1268.2|1268.2|1268.2|1268.21354.9|6032|11।।।।।lllillll11跨径数据1内容111标准跨径11计算跨径11支座与墩中心距离1支座与梁端接缝中心距离|1I1左孔数据111113.00|1112.60||0.2011|0.201IIi右孔数据11113.00|।112.60|।0.2011|0.20|।।1位置1I1号边梁与桥面护栏外侧垂直距离।11号边梁与盖梁端垂直距离|।।i靠左侧孔支撑।110.87511J।0.875|111靠右侧孔支撑11110.87511110.875|।墩身材料1混凝土等级11受力钢筋种类11受力钢筋直径11保护层厚m1最少钢筋根数11I11IC30|।।1HRB400钢筋|।125|10.06011120|।।挡块数据i挡块设置i11挡块盖梁i1挡块宽度1f挡块高度i1左距梁端|右距梁端1i帽轴向斜坡宽i非斜坡段高i111111两侧设置111齐平1110.21|।0.401।10.0010.001111|0.0010.001111111支座高度m।11垫块高度m|11110.1011110.1011i盖梁全长1111盖梁宽度111盖梁悬距1变高悬长I111|39.60।1111.601114.3211|2.831।।I盖梁混凝上等级1।11盖梁端高11盖梁高度111|C30।11110.601।11.30|।

176墩身数据1墩身截面形状1墩柱高柱直径1i柱数1柱距「2|12~313~41111..一11圆形截面1114.001|1.0011141110.32|।10.32f1|10,321iii地系梁高1।11地系梁宽i1桩的直径i桩基长度111冲刷段桩长i11I1.001!11.00I1.20I25.001!।0.101顺桥向强度、裂缝、位移计算恒载作用力表（表1）i内容i1I上部I墩盖梁i墩身1地系梁1|冲刷以上桩|1（管线i1中系梁合计1i竖直力।1160321|1980I।|31411|696I11|11|1I।0|109033|।低水位浮力।1I01|011|-8811|-278111|-5|1|10|10-371|।设计水位浮力।1I01|011|-4111|-278111|-5|1|10|10-324|1।1顺桥柱中心弯矩1i1853T|0111011|。111|0|■।10110853|1注：1、盖梁容重25kN/m3,墩身容里25,系梁容重25,桩基容重25.水容重10.活我支反力表（表2）i内容i।加载方式i1左支反力i1右支反力总轴重i冲击系数iI车列走向11重轴距原点11।重车轴重1।।111|_双孔加载।1।22.8|122.80.0|0.0000|11110.00110|1L|人群/米|।左孔加载।122.8|10.00.0|10.0000|11110.0011011L11I1।右孔加载।।10.0|I22.80.0|10.0000111110.00110|11111双孔加载।11350.5|।71.1700.0|10.3500|11向左行驶1।120.00|I700|1L11辆车辆1左孔加载।11360.0|10.0480.0|0.3500|(向右行驶111-1.6011700|1L111I右孔加载।110.011350.5540.0|10.3500|I向右行驶1115.60|1700|1111।双孔加载।11243.8|1386.0-|10.3500|11111-|1L|1列车道|左孔加载।11386.0|10.0-|10.3500|111111-|1L11।।右孔加载।110.0|■386.0■10.3500|।1111i1注：1、“人群/每米”指横向1米宽度的支反力，不是总宽度对应的支反力.总宽度为11.4米。2、“总轴重”指一联加载长度内（双孔或左孔或右孔加载）的轮轴总重。计算水平制动力使用。3、“左、右支反力”未计入汽车冲击力的作用。4、双孔加载车道均布荷载、集中荷载的跨径采用“单孔左或右跨不利作为计算跨径，

1775、双孔、左孔、右孔分别加载乍道均布荷载为37.5、37.5、37.5kN/m,集中荷载为140、140、140kN。6、双孔支反力合计：人群荷载45.511d/01,1辆车辆荷载421.5871^,1列车道荷载629.8411＜，。7、左孔（或右孔）单孔加载时同1辆车的前后轮轴可作用在另一孔内，保证单孔支反力最大，另一孔即便有轮轴支反力仍未计。见示意图。①单孔内加载不进入另一孔+++4-II4I-＞轮轴不进入另一孔++-———+———————————.—————4-+II单孔内加载II另一孔II+++4++ttR计算ttR另孔二0ttd+h+d+IIII计算墩②可进入另一孔但只计单孔不计另一孔HFHFHFIIIIII一》轮轴进入另一孔—+++++—II单孔内加载II另一孔IIttR计算tfR另孔存在但视为。参与计算tt+＜1+HTII计算墩墩顶活载作用力、制动力表（表3）i内容i加载方式111竖直力i1i弯矩11最小制动1加载长i加载重i11110%制动|1।।।制动比例I制动力I冲击力N|1111冲击力M|111双孔加载11|_45.5|10.0|--1111111-11--1।人群/米1左孔加载1122.8|13.2|--111111111-11-i-111右孔加载111122.8|i-3.2|-一11111111111-一1111双孔加载11L.1421.6|139.5|165.0|-11111110.501I182.5|f147.6|13.8|11辆车辆|左孔加载||1360.0|150.9|165.0-11111j10.5011182.5|(126.0|17.8|1右孔加载II11350.5||-49.6|165.0|一1111110.501182.5|122.7|-17.3|I双孔加载||p.1629.8|1-20.1|165.0|39.011|1602.5|1I1160.3|110.50|1182.5|1220.4|-7.0|11列车道1左孔加载1|I386.0|i54.6|165.0|26.011|1115.0|1I1111.5|110.5011182.5|(135.1|19.1|11右孔加载1111386.0|1-54.6|।165.0|26.011|1115.0|।।1111.5|।10.5011182.5|।135.1|।-19.1|1注：1、左右孔的支座支撑线到墩盖梁中心线的桥轴方向距离分别是0.2米、0.2米。弯矩的力臂按桥轴向距离投影到垂直于墩台轴线的方向计算。2、”竖直力响下为正，桥墩“水平力”指向小桩号为正，“弯矩”指向小桩号为正。3、制动力“双孔加载”山最小制动力控制，“左孔加载”由最小制动力控制，“右孔加载”山最小制动力控制。4、“竖直力”、“弯矩”未计入汽车冲击力的作用。“弯矩”由竖直力产生（未计水平力引起的弯矩）。5、“最小制动”指制动力标准值不得小于的规定值，见2004年桥涵通用规范4.3.6。6、制动力作用的“加载长”计入一联的长度计算加载重。

178柱分配系数表（表4）内容11横向布载11号柱1112号柱|13号柱|14号柱I1合计11!L_向左偏11|5.6159|1I10.0935|11-0.0112|110.0019|1.5.7000|人群11I向右偏11|0.0019|11-0.0112|110.0935|115.6159|I5.7000|111对称11|5.6177|1I10.0823|110.0823|115.6177|111.4000|1i1向左偏11|0.2958|1I10.8226|11-0.1421|110.0237|11.0000|1辆车辆111__向右偏11|0.0237|II1-0.1421|110.8226|110.2958|11.0000|111里对称11|-0.0704|1I10.5704|।10.5704|I1-0.0704|11.0000|111外对称11|-0.0704|1I10.5704|110.5704|11-0.0704|I1.0000|111向左偏11|0.2922|11.7885|11-0.0972|I10.0165|12.0000|2辆车辆1!1向右偏11|0.0165|1I1-0.0972|111.7885|110.2922|12.0000|111里对称11|-0.1138|1I11.1138|111.1138|11-0.1138|12.0000|111外对称I1|-0.1138|II11.1138|111.1138|11-0.1138|I2.0000|111__向左偏11|0.1756|1I11.9263|110.3386|11-0.0405|12.4000|3辆车辆11L_向右偏11|-0.0405|1I10.3386|111.9263|110.1756|1.2.4000|11I__里对称11|-0.0825|1I11.2825|111.2825|11-0.0825|I2.4000|111外对称|-0.0825|1111.2825|111.2825|11-0.0825|12.4000|1i1向左偏11|0.134411I11.6941|110.9079|I1-0.0564|12.6800|4辆车辆1;1向右偏11|-0.0564|10.9079|111.6941|I10.1344|12.6800|111里对称11|-0.0087|1I11.3487|।11.3487|I1-0.0087|12.6800|111外对称11|-0.0087|111.3487|111.3487|11-0.0087|I2.6800|111__向左偏11|0.2958|II10.8226|I1-0.1421|110.0237|11.0000|1列车道111向右偏11|0.0237|1I1-0.1421|110.8226|110.2958|11.0000|111里对称11|-0.0704|1I10.5704|110.5704|11-0.0704|11.0000|111外对称11|-0.0704|10.5704|110.5704|11-0.0704|I1.0000|11L_向左偏11|0.2922|111.7885|11-0.0972|110.0165|12.0000|11向右偏11|0.0165|1-0.0972|11.7885|10.2922|2.0000|2列车道

17911里对称11|-0.1138|111.1138|11.1138|1-0.1138|12.0000|111111外对称11|-0.113811I11.1138|1.11.1138|11-0.1138|12.0000|।11向左偏11|0.1756|111.9263|110.3386|11-0.0405|I2.4000|3列车道111向右偏11|-0.0405|1I10.3386|111.9263|110.1756|12.4000|111里对称11|-0.0825|1I11.2825|111.2825|11-0.0825|12.4000|111外对称11|-0.0825|11.2825|111.2825|I1-0.0825|12.4000|111向左偏11|0.1344|1I11.6941|10.9079|11-0.0564|12.6800|4列车道1i1向右偏11|-0.0564|1I10.9079|..I11.6941|110.1344|12.6800|111里对称11|-0.0087|II11.3487|I11.3487|11-0.0087|I2.6800|1111外对称11|-0.0087|_-f:£11.3487|।11.3487|।1-0.0087|।2.6800|।注：1、表中活载横向作用视上部与盖梁为整体形成双悬臂多跨连续梁计算柱的横向分配系数得到柱顶竖直力。2、单独盖梁计算时，活载横向作用先传递给上部梁板，再传递给盖梁计算得到柱顶竖直力。3、车道或车辆荷载加载两列及以上时横向分配系数值已经计入车列数和横向折减系数。4、人群向左偏仅左人行道布战，向右偏仅右人行道布载，对称表示2侧人行道布载。5、人群横向分配系数L1计入左、右人行道宽度5.7m、5.7m。横向折减系数表（表4_1）I横向布置设计车道数11|2|3|4横向折减系数I1.000|1.000|0.800|0.670一座桥墩摩阻力表（表5」）荷载1加载方式111反力11人群反力11列反力11冲击系数|11列摩阻|12列摩阻|3列摩阻|1I4列摩阻|1双孔加载1116031.8|1518.8|1629.8|110.3500|I11206.4|11206.411|1206.4|1206.4|1车道1左孔加载11|_16031.8|1259.4|1386.0|।0.3500|111206.4||1206.411|1206.4|1I1206.4|1右孔加载116031.8|1259.4|1386.0|110.3500|111206.4|11206.411|1206.4|1206.4|111双孔加载11|_\6031.8|1518.8|1421.6|I10.3500|111206.4|11206.411|1206.4||11206.4|1车辆i左孔加载i1|_16031.8|1259.4|1360.0|110.3500|111206.4|11206.4|1206.4|1I1206.4|11右孔加载11116031.8|।259.4|11350.5|।10.3500|111206.4|।1206.411|1206.41।।1206.4|1注：1、左支座摩阻系数为0.2,右支座摩阻系数0.2。2、1列支反力未计入冲击力的作用。3、上部恒载摩阻力：6031.8*0.2+0*0.2=1206.36kN»4、人群双孔加载时:左反力为259.413kN,右反力为259.413kN,合计支反力为518.827kN.5、1列车道荷载双孔加载时:左反力为243.81kN,右反力为386.032kN,合计支反力为629.841kN.6、车辆荷载双孔加载时:左反力为350.476kN,右反力为71.UlkN,合计支反力为421.587kN.

1807、人群支反力己乘以人行道总宽度IL4米。8、设计者选择摩阻力只计恒载，不计入汽车、人群荷载。墩顶水平力表（表5）i内容I11加载方式11制动系数i1।1柱制动|1柱温度|11柱制+温11柱摩阻|11柱H11柱投影H|111111|_1双孔加载1111.0001124.8|10.0|IT24.8|11301.6|124.81|17.5|111列车道11左孔加载1111.000|124.8|10.0|1124.8|11301.6|124.81|17.5|11L11111右孔加载1111.0001124.8|10.011124.8|11301.6|124.81|17.5|11t111|_双孔加载1112.0001149.5|10.011149.5|1301.6|149.51|35.0|I12列车道|IL.左孔加载1112.000|।49.5|10.0|1149.5|1301.6|।49.51|35.0|11L1111右孔加载1112.000|149.5|10.011149.5|11301.6|149.51|35.0|11111I|_双孔加载1I12.340|157.9|10.011157.9|1301.6|157.91|41.0|II3列车道|左孔加载1112.340|157.9|10.011157.9|11301.6|157.91|41.0|11L11111右孔加载1112.340|157.9|10.011157.9|11301.6|157.91|41.0|1111111双孔加载1112.680|166.3|10.011166.3|1301.6|166.31|46.9|I1L14列车道|I左孔加载1112.680|166.3|10.0|1166.3|11301.6|166.31|46.9|11L1111右孔加载1112.680|166.3|10.011166.3|1301.6|166.31|46.9|111111双孔加载1111.0001124.8|10.011T24.8|1301.6|124.81|17.5|I1LI1辆车辆I左孔加载1111.000|124.8|10.0|1124.8|11301.6|124.81|17.5|11L11111右孔加载1111.0001124.8|10.011124.8|11301.6|124.81|17.5|11111双孔加载1112.000|149.5|10.0|149.5|I1301.6|149.51|35.0|11L12辆车辆|IL.1左孔加载1112.000|।49.5|10.0|1149.5|1301.6|।49.51|35.0|11L1111右孔加载1112.000|149.5|10.011149.5|11301.6|149.51|35.0|111111L_双孔加载1112.340|157.9|10.011157.9|1301.6|I57.91|41.0|11LI3辆车辆|IL.1左孔加载1112.340|157.9|10.0|157.9|11301.6|157.91|41.0|11L11111右孔加载1112.340|157.9|10.011157.9|11301.6|157.91|41.0|111111双孔加载112.680|I66.3|10.011166.3|11301.6|166.31|46.9|11L14辆车辆|IL-1左孔加载1112.680|166.3|10.011t66.3|11301.6|166.31|46.9|11L1111右孔加载1112.680|]66.3|।10.011166.3|।1301.6|166.31|46.9|।

181注：1、摩阻力由“车道荷载+人群+上部恒载”乘以“摩阻系数”计算得到。2、摩阻力用户选用“判断组合”，因此表中“水平力”取“温度力+制动力”与“摩阻力”小的值计算得到。3、表中“1柱制动”按照整个桥墩制动力平分给每根柱后再提高20%得到。4、表中“1柱H”指单根柱受到的桥轴线方向水平力(配筋等计算使用)。5、表中仅列出投影水平力，结构计算时水平力采用桥轴方向的水平力。6、表中“投影H”指斜交时垂直于墩台的水平力，由桥轴线方向水平力乘以C0S(?)得到。7、人群荷载(kN/m)已乘以人行道总宽度11.4。每个墩柱作用力表(表7)1内容水平力111加载方式1|NIMax|11NIMin|Ml|N2Max|N2Min|111M2|1N3Max|N3Min|11M3|N4Max|N4Min|111M4||11111111111上部恒载0.01111|1480|1480|1213|11536|11536|1213|I1536|11536|1213|11480|1480||213|11111-一十1ij1111111盖梁恒载0.0|111|495|II495|Jol1495|I495|10|I495|I495|1olJ495|I495||0|11111111111I111111盖梁浮力0.0|111|0|110|[0|1o|IOl10|10|10|I01I01Iol0|I11十11i1111II11111柱身恒载0.0|111|79||179|I01179|79|101179|179|I01179|179|10|11111i1111II111111柱身浮力0.0|111|-22|1I-10|[011-22|1-10|1011-22|1-10|101[-22|i-101101111111111111111\111桩地系梁0.0|11含冲刷段桩长0.11|177|I1177|I0|1177|1177|10|1177|1177|10|1177|1177|10|111111-I1十11I1111j1桩地梁浮力0.0|111|-71|||-71|1ol1-71I|-711|011-71|1-71|1011-71|I-71|1011111111-一十1Ij111r11管线设施0.01111|0|1I0|10110110II0110|10|I011。II。1101111111111111I1I1111中间系梁0.0|111|0|110|I0|10|1Ol10|10|10II01I01I0110|I11十1111111II1I1111中系梁浮力0.0|111|0|Ii0I10110110110I10I10I10110110110Ii1111II1II1II1II

1821搭板10.0|I1|0|1101I0110110110|10|10|1n1I01I。110|I—11柱顶截面10.0|IL以上所有恒载11|1975|1I11975|11213|112031|112031|11213|1T2031|112031|1।213|111975|111975|11213|11111柱顶浮力10.011111|0|1I\01[1011101110|110|110|110|1\01[1011101110|।111110.0|IL双孔加载11|256|1011101114111-1|110|114|11-11110111256|1101110|11r11人群10.0|IL左孔加载11|128|1I0111181112111011101112|110110111128|11011118|I1rT110.0|11右孔加载11|128|1I10I11-1811121110|1101112|110|110|11128|10111-18|11111124.8|双孔加载11|125|1I1-30|1112111347|11-60|1132|11347|11-60|1132|11125|11-30|1112|11r111辆车辆124.8|IL左孔加载1106|1I1-25|1115I11296|11-51|1142|11296|11-51|1142|11106|11-25|I115|11r1124.8|11右孔加载11|104|11\-25|I1-15|1T288|11-50|11-41|11288|11-50|1\-41|[1104|It-25|I1-15|11111149.5|IL双孔加载11|123|1-48|(112I11754|I1-41|171|11754|11-41|1171111123|1-48|1112|1r112辆车辆|49.5|IL左孔加载11|105|1-41|1115|I1644|11-35|1191|11644|11-35|1191|11105|I1-41|1115|1r-H1149.5|11右孔加载11|102|1I1-40|11-14|11627|11-34|11-89|11627|11-34|11-89|11102|11-40|11-14||_1111157.9|IL双孔加载11|74|111-35|(17111812|11143|176|11812|11143|1176|174|11-35|I17|1r--113辆车辆|57.9|1卜左孔加载1t|63|HT-30|F191-H1693|H1122|H198|-H1693|H1122|HT98|-HT63|HT-30|H19|-F

1831157.9|IL右孔加载162|11-29|(-9|1675|1119|-95|1675|1119|1-95|(62|1-29|1-9|11111166.3|IL双孔加载11157|11T-24|115|11714|11383|1167|11714|11383|1T67|1T57|11-24|1T5|11r114辆车辆|66.3|IL左孔加载11148|1I1-20|117|11610||1327|1186|I1610|I1327|186|I148|I-20|117|I1r1166.3|IL右孔加载11147|111-20|11-7|11594|11318|11-84|11594|11318|11-84|1147|I1-20|11-7|I1111124.8|IL.双孔加载111186|1-44|11-6|I1518|11-90|11-17|11518|11-90|11-17I11186|I1-44|11-6|I1r-111列车道124.8|IL.左孔加载1111141111-27|1116|11318|11-55|1145|11318|11-55|1145|11114|I1-27|1116|1Ir11124.8|11右孔加载111114I111-27|I1-16|11318|11-55|11-45|11318|11-55|11-45|I1114|(1-27|11-16|(1111149.5|IL双孔加载111184|111-72|1-6|111126|11-61|11-36|I11126|11-61|11-36|1184|1-72|I1-6|lr112列车道|49.5|IL左孔加载111113|1I1-44|1116|1690||一十-38|1198|I1690|I1-38|I198|I1113||1-44|1116|I1r1149.5|IL右孔加载111113I111-44|11-16|11690|11-38|11-98|11690|11-38|11-98|11113|I1-44|11-16|I1111157.9|1L双孔加载11111111-52|I1-4|I11213|11213|11-39|111213|I1213|11-39|I1111111-52|11-4|1lr113列车道|57.9|IL.左孔加载11168|1I1-32|1r10|IV744|1131|I1105|11744|I1131|11105|1168|I-32|1110|1Ir11157.9|IL右孔加载11168|111-32|(1-10111744|11131|1-105|11744|11131|11-105|(168|11-32|11-101111-H11双孔加载11185|T-36|1-3|11067|1572|1-34|11067|1572|T-34|T85|1-36|T-3|66.3|

1841111左孔加载HF-152|——1——F-22|7|H654|——1——h350|92|H654|——1——H350|92|k52|——H-22|7|14列车道66.3|1111II11I11[（（11111右孔加载11152|11-22|-7|1654|11350|-92|1654|11350|-92|152|1-22|1-7|66.3|11111I11I11|11I111柱顶反力-1111人群3列车道双孔111|2482|1I111-11I13673|111111I13673|11I1-11I12482|11111r-H1桩顶反力11人群3列车道双孔t1|2645|-1-113835|11-1-113835|111-1t2645|1t111।1一上一।1।।।।iii注：1、水平力引起的弯矩未计入本表。2、每根柱由横向分配系数计算得到最大、最小竖直力，并计入浮力（Nlmax对应低水位，Nlmin对应设计水位）。3、活载支反力引起的顺桥向每根柱（桩）弯矩由分配给柱（桩）的城大竖直力计算得到。一般截面强度和裂缝由水平力引起的弯矩控制。4、柱顶、桩顶反力已计入冲击力。其余未计冲击力，冲击力见表7」。最大桩顶反力3835.4kN。每个墩柱冲击力表（表7」）\内容111|加载方式|NIMax|1।।1NIMin|11Ml|IN2Max|iN2Min|1IM2|N3Max|iN3Min|11M3|1N4Max|iN4Min|I1M4|111双孔加载11144|1-10|14|121|-21|111|121|1-21|1111|144|1-10|14I11辆车辆111左孔加载137|1-9|1511104|1-18|115|104|-18|1115|137|1-9|15I||1右孔加载11136|1-9|11-5|1101|1-17|I1-14|I101|1-17|11-14|136|1-9|1-5|1双孔加载143|1-17|14|1264|1-14|1125|264|1-14|1125|143|1-17|14|I2辆车辆|左孔加载|37|1-14|151225|-12|132|225|-12|1132|137|1-14|15|||1右孔加载11136|1-14|1-5|219|1-12|i-31|219|-12|1-31|136|1-14|i-5|1双孔加载1||26|1-12|12|284|150|127|284|150|i127|i26|1-12|12I13辆车辆1左孔加载I||22|1-10|13|243|43|134|243|43|134|i22|1-10|13|1右孔加载1I122|11-10|1-3|236|142|1-33|236|142|11-33|122|1-1011-3|1I1双孔加载I1I120|1-8|12|250|1134|123|250|1134|1123|120|1-8112II4辆车辆11I左孔加载|17|1-7|12|213|1114|130|213|1114|1130|117|1-7|12|||1右孔加载I1I16|1-7|1-2|208|111|1-29|208|111|11-29|116|1-7|1-2|t11双孔加载III65|1-16|1-2|181|-31|-6|181|-31|11-6|165|1-16|1-2|I1列车道111左孔加载11H40|——1-10|F6|111|1-19|H16|111|1-19|H16|F40|1-10|F6|

1851右孔加载|||40|-10|1I-6|।111||-19|1-16|111|1I-19|1-16|140|-10|1I-6|1双孔加载I6411|-25|1|十-2|11394|1-21|1-1311|394|1I-21|1-13|16411|-25|1I-2|12列车道||1左孔加载1||3911|-15|1I16|11242|1-13|13411|242|1I-13|134|13911I-15|1I6|1右孔加载I||3911|-15|1I1-6|11242|1-13|1-3411|242|1I-13|11-34|13911|-15|1I-6|1双孔加载1II39111-18|111-1|11425|175|1-1411|425|1I75|11-14|13911|-18|1I-1|13列车道1左孔加载I||24111-1111113|11260|146|13711|260|1I146|I137|124111-1111I3|I右孔加载I||24111-111111-3|11260|1146|1-3711|260|1I146|11-37|12411|-11|1I-3|1双孔加载1||3011|-12|1I1-1|11373|I1200|1-1211|373|1I1200||-12|।3011|-12|1I-1|14列车道1左孔加载I||1811|-8|II13|11229|11123|I3211|229|1I1123|1132|11811|-8|II3|■i右孔加载i111811|-8|।.....।13|11229|11123|।-3211|229|1।1123|।1-32|।18111-8111-3|।注：1、承载力、桩长计算等计入冲击力，裂缝宽度用户输入不计冲击力影响。2、双孔加载、左孔加载、右孔加载时的冲击系数分别是0.35、0.35、0.35o柱顶截面内力合计表（表8）i内容111|加载方式|NIMax|1।।1NIMin|11Ml|I1N2Max|I1N2Min|11M2|11N3Max|IIN3Min|11M3|1IN4Max|IN4Min|11M4|1水平力1111双孔加载IIL_12399|111935|11266|I12503|I11949|11294|I12503|I11949||1294|112399|111935|11266|125|1恒人1辆111左孔加载|12247|111941|11289|112432|111961|11307|112432|111961|11307|112247|I11941|11289|125|||_1右孔加载|1112243|111942|11213|112422|i11963|11195|I12422|1t1963|I1195|I12243|111942|1213|I25|1双孔加载112397|111911|11303|1I3053|i11975|11383|113053|111975|1383|112397|111911|i1303|150|1恒人2辆11|左孔加载|12245|111920|11326|112902|_i.11983|11411|112902|111983|11411|i12245|111920|11326|150||1右孔加载|I112241|11921|11250|112879|111984|11168|112879|111984|11168|112241|i11921|11250|i50|1双孔加载1|12331|111928|11309|I13131|112223|11403|113131|12223||1403|i12331|i11928|11309|158|1恒人3辆1左孔加载1|12188|111935|11330|112969|112195|11433|112969|112195|11433|112188|111935|I1330|158|1右孔加载|I112186||11936||1270|I12944|112191|11171|I12944|1I2191|I1171|112186|11936||1270|58|1双孔加载1I12307|111943|11320|112999|112547|11403|I12999|112547|11403|112307|111943|11320|166|I恒人4辆11|左孔加载|I12168|111948|11340|112856|112472|11429|112856|112472|11429|112168|\11948|I1340|166|1右孔加载1II2167|111949|11286|112834|112460|11199|112834|112460|11199|112167|111949|11286|166|t1I双孔加载|IL_12482|111915|11242|112734|111909|11228|112734|1t1909|I1228|112482|111915|11242|125|1恒人1道11|左孔加载|1H12257|F11939|F-1290|12461|F11956|1-1311|-F12461|F11956|F-1311|-F12257|F11939|F-1290|25|

1861右孔加载1I2257|11939|1211|2461|1956|189|12461|11956|1189|12257|।1939|1211|125|1双孔加载112479|111879|11280|113556|111947|11239|113556|111947|11239|112479|111879|11280|150|1恒人2道।|1左孔加载1||12255|111916|11327|I12965|I11980|11420|I12965|IT1980||1420|112255|111916|11327|150|1右孔加载1II12255|111916|11248|112965|111980|11155|112965|111980|11155|112255|111916|11248|150|1双孔加载1II12380|111905|11295|113673|112318|11248|113673|112318|1248|112380|111905|11295|158|1恒人3道1左孔加载1I|12195|111932|I1331|113037|112207|I1442|I13037|112207||1442|112195|11932|1331|158|i右孔加载i1I12195|111932|11269|113037|12207|1158|I13037|12207|I1158|112195|111932|11269|158|।双孔加载।1I12345|111927|11309|।13475|112802|11267|113475|112802|1267|112345|111927|I1309|166|1恒人4道।左孔加载।।।12173|111946|11341|I12916|I12503|11438|112916|112503||1438|112173|111946|11341|166|i右孔加载1I12173|I11946|11285|।12916|112503|11188|112916|112503|11188|112173|111946|11285|166|I柱顶反力1i最大i।112482|11।1।13673|।1।1।13673|।।1।12482|11111।注：1、合计表中数据用于裂缝计算，内力值为代数和。2、柱顶反力值计算是将梁板和盖梁视作双悬臂多跨连续梁，计算得到柱顶反力3、“桩柱计算”与“盖梁计算”因计算方法不同，得到的柱顶反力有所差别。后者活载计算是将车辆荷载经横向分配传递给梁板，再由梁板传递给盖梁，盖梁视作双悬臂多跨连续梁，计算得到柱顶反力。4、支座水平力（表5）引起的弯矩其力臂（支座顶与柱顶截面的距离）为1.5m。表中已计入水平力引起的弯矩。柱顶截面作用短期效应组合表（表8_1）i内容111|加载方式|NIMax|IIINIMin1।|Ml|II1N2Max|I1N2Min|1TM2|I1N3Max|I1N3Min|11M3|IIN4Max|IIN4Min||JM4|I水平力11双孔加载|2318|1II195511I259|1II2278|i11988|11273|112278|111988|1273|112318|1I1955|i1259|125|I恒人1辆I左孔加载|2178|1II195811|279|i112240|111995|11280|112240|111995|11280|i12178|111958|11279|125|111|右孑L力口我|2176|1I195811|222|1I12235|I11995|11222|112235|111995|11222|112176|111958|11222|i25|11双孔加载12317||||194211|296|1I12563|112001|11337|112563|12001||1337|i2317|11942|11296|150|1恒人2辆1左孔加载I2177|111194711|316|1i12483|112006|11352|112483|112006|11352|112177|I11947|11316|150|1右孔加载I2175|11194711|259|II12471|112006|11225|112471|II2006||1225|112175|I11947|I1259|50|1双孔加载I2283|1II195111I305|1I12603|112130|11353|i12603|112130|11353|112283|111951|11305|158|1恒人3辆I左孔加载|2147|1955|324|1112518|112116|11369|112518|112116|11369|112147|\11955|j1324|158||।।1右孔加载12146|1II195511|276|1I12505|112113|11233|112505|112113|11233|112146|111955|11276|158|t111双孔加载|2271|1II195911I316|1I12535|112298|11360|112535|1t2298|I1360|1t2271|1t1959|11316|166|1恒人4辆111I左孔加载|2137|11F196111|336|H——F12460|F12259|1-1373|-F12460|F12259|F-1373|-F12137|F11961|F-1336|66|

1871右孔加载|||2136|11961|1290|2448|2253|254|12448|12253|1254|12136|।1961|1290|166|1双孔加载112361|111944|11246|112398|111967|11239|112398|111967|11239|112361|111944|11246|125|1恒人1道।|_1左孔加载112183|111956|11280|I12255|111992|11282|I12255|1T1992||1282|112183|111956|11280|125|i右孔加载i।।12183|111956|11221|112255|111992|11219|112255|111992|11219|112183|111956|11221|125|।双孔加载।12360|111925|11283|112823|111987|11262|112823|111987|1262|112360|111925|11283|150|1恒人2道1i_।左孔加载।।12182|111945|11317|112516|I12004|I1356|I12516|I12004||1356|112182|11945|11317|150|i右孔加载i।।12182|111945|11258|112516|12004|1219|I12516|12004|1219|112182|111945|11258|150|।双孔加载।।12308|111939|11298|।12884|112179|11273|112884|112179|1273|112308|111939|I1298|158|1恒人3道।左孔加载।।12151|111953|11325|112553|112122|11374|I12553|112122|11374|112151|111953|11325|158|i右孔加载1I12151|I11953|11275|।12553|112122|11226|112553|112122|11226|112151|111953|11275|158|1।।双孔加载।।[_12290|111950|11311|112782|112430|11289|112782|12430|I1289|112290|I11950|11311|166|1恒人4道।左孔加载।।12139|111960|11336|112490|I12276|11378|I12490|I12276|I1378|112139|111960|I1336|I66|।i右孔加载i1112139|111960|11290|।12490|।12276|।1248|।12490|112276|i1248|112139|111960|11290|166|।注：1、短期效应组合用于裂缝计算。频遇值系数：汽车0.7,人群1,制动力（或摩阻力八温度力1,等代上压力1。2、柱顶反力值计算是将梁板和盖梁视作双悬臂多跨连续梁，计算得到柱顶反力3、支座水平力（表5）引起的弯矩其力臂（支座顶与柱顶截面的距离）为1.5m.表中已计入水平力引起的弯矩。弯矩值已计入水平力引起的弯矩-柱顶截面作用长期效应组合表（表8_2）।1内容1加载方式INIMax|।।।1NIMin|11Ml|111N2Max|N2Min|ii1M2|11N3Max|1IN3Min|1M3|1IN4Max|1N4Min|iM4|1水平力ii双孔加载i12127|111963|11255|12171|112006|11263|112171|112006|11263|i12127|1[1963|11255|125|1恒人1辆।।左孔加载।।2069|11965|11264|1I2150|112010|11267|112150|12010|11267|12069|111965|11264|125|।右孔加载।।।12068|111965|11237|I12147|1r2011|11234|112147|12011||1234|i12068||11965|1l237|i25|।双孔加载।।12127|111956|11292|12334|112014|11316|112334|112014|11316|112127|I11956|11292|150||恒人2辆।左孔加载।।[_12068||11959||1301|I12289|112016|11324|112289|1I2016||1324|112068|11959||1301|150|।右孔加载।1I12067|111959|11274|112282|112017|11252|i12282|112017|11252|112067|111959|11274|150|I双孔加载।112107|111961|11303|112357|112087|11331|112357|112087|11331|112107|\11961|I1303|158|1恒人3辆।左孔加载।।|_12052|111963|11311|112309|112079|11339|112309|112079|11339|12052|11963|11311|158|।右孔加载।1I12051|111964|11289|112301|112078|11262|112301|1t2078|I1262|112051|I11964|I1289|158|1双孔加载11H12100|F11966|F-1315|12318|H12183|1-1340|-F12318|F12183|F-1340|-F12100|F11966|F-1315|66|

188I恒人4辆1左孔加载1||_2046|11967|1323|2275|2161|347|12275|12161|1347|12046|11967|1323|66|1右孔加载11I12045|111967|11303|112269|112158|11279|112269|112158|1279|112045|111967|11303|166|111双孔加载112152|111958|11248|I12240|I11995|11244|I12240|IT1995|I1244|I12152|111958|11248|125|I恒人1道i左孔加载iIL_12072|111964|11264|112158|112009|11268|112158|112009|11268|112072|111964|11264|125|1|右孔加载|II12072|111964|11237|112158|112009|11232|112158|112009|1232|112072|111964|11237|125|11I双孔加载I|12151|111947|11285|112483|I12006|I1273|I12483|I12006||1273|I12151|111947|11285|150|I恒人2道i左孔加载i।（_12072|111958|11301|112308|12015|1327|I12308|12015|1327|112072|111958|11301|50|।右孔加载।1112072|111958|11274|।12308|112015|11248|112308|112015|1248|112072|111958|I1274|150|।।।双孔加载।।12122|I11955|11299|I12518|I12116|11285|I12518|112116|1285|112122|I11955|11299|158|I恒人3道i左孔加载।12054|I11963|11311|।12329|112083|11342|112329|112083|11342|112054|111963|11311|158|i右孔加载1।12054|111963|11289|112329|112083|11258|112329|12083|I1258|112054|111963|11289|158|।双孔加载।।12111|111961|11312|112459|I12259|I1299|I12459|112259|I1299|I12111|111961|I1312|I66|I恒人4道।左孔加载।1|_12047|111967|11323|12293|12171|1350|112293|112171|11350|112047|111967|11323|66|1右孔加载112047|11967|1303|12293|12171|1276|12293|12171|1276|12047|11967|1303|66|注：1、长期效应组合用于裂缝计算。准永久值系数：汽车0.4,人群0.4,制动力（或摩阻力）、温度力1,等代上压力1。柱顶截面作用效应组合表（表91）一采用对结构受力不利时的混凝土分项系数1.2।1内容।।।|加载方式|NIMax|1II1NIMin|1।Ml|1iN2Max|1iN2Min|1iM2|1iN3Max|1iN3Min|1M3|IiN4Max|1iN4Min|1iM4|1水平力11111双孔加载|2892|112314|11330|113097|I12323|11359|I13097|I12323|I1359|112892|I12314|11330|135|1恒人1辆I左孔加载|2715|1II12322|11357|112999|12340|1377|i12999|12340|1377|112715|112322|11357|35|1右孔加载|2709|1II12324|11166|i12984|112342|11137|112984|112342|11137|112709|i12324|i1166|1-35|1111双孔加载I2890|III12280|11382|I13867|I12359|11473|113867|I12359||1473|112890|112280|I1382|169|1恒人2辆1111左孔加载I2712|III12293|11408|I13656|112370|I1511|113656|112370|1511|112712|112293|I1408|I69|I右孔加载|2707|1II12295|11125|113624|112372|1।5|i13624|12372|1151112707|112295|11125|1-69|1II1双孔加载|2797|12305|11391|113976|I12706|I1497|I13976|I12706|I1497|112797|112305|I1391|i81|I恒人3辆1左孔加载|2633|11112314|11415|13750|12667|11539|113750|112667|I1539|112633|112314|11415|181|1右孔加载|2630|1II12316|1122|113715|112661|11-22|113715|112661|i1-22|i12630|12316|i1122|1-81|1双孔加载12764|1I12325|11405|I13791|113160|11522|113791|1t3160|I1522|112764|112325|11405|I93|1恒人4辆1左孔加载I2605|12332|1428|13592|13054|1531|13592|13054|1531|12605|12332|1428|93|

18911-1右孔加载111H2603|1H2333|I-H112|11„3561|1F-3038|1-15|11_3561|1H3038|-15|H2603|1F-2333|I-h112|1-93|111双孔加载113009|112287|11203|113421|112267|11183|113421|112267|11183|113009|112287|11203|1-35|1恒人1道1t1左孔加载112729|I12319|11359|113039|12333|11383|113039|112333|1383|112729|112319|11359|135|1|_1右孔加载11112729||12319|I1164|113039|112333|11129|I13039|IT2333|I1129|I12729|112319|11164||-35|1双孔加载11113005|112235|11162|114570|I12320|11105|114570|112320|1105|113005|112235|11162|1-69|I恒人2道1左孔加载1IL_12727|112287|1410|113744|112365|11524|113744|112365|11524|112727|112287|11410|169|1右孔加载|II2727|112287|11122|113744|112365|I-12|113744|I12365|I1-12|112727|I12287|11122|1-69|1I1双孔加载II12866|112272|11152|।14734|112839|1185|114734|112839||185|112866|112272|11152|1-81|i恒人3道1左孔加载||12642|112310|11416|113844|112683|11552|113844|112683|1552|112642|112310|11416|181|1右孔加载II|12642|1\2310|I1120|113844|112683|11-40|113844|112683|1\-40|I12642|112310|1120|\-81|11|双孔加载|I12817|112303|11139|1T4458|113517|1180|I14458|113517|1180|112817|1\2303|1\139|1-93||恒人4道|左孔加载|I12612|112329|11429|113675|113099|11542|113675|113099|11542|112612|\12329|I1429|193|11右孔加载I1112612|।12329|।1110|।13675|113099|।-31|।13675|।13099|।1-31|।12612|।12329|।1110|।-93|।注：1、表中数据用于强度（即钢筋面积）计算，内力值已计入荷载分项系数（见2004通用桥规4.1.6条）。2、分项系数：混凝上或土重1.2,水浮力1,人群1.4,汽车1.4,制动力等1.4。3、人群荷教效应组合系数始终居=0.8；其它可变作用效应组合系数鸡=0.8,用于制动力（摩阻力）等。4、当制动力等产生的效应超过汽车荷载效应（恒+车+人），该值取代汽车荷载效应，不计组合系数婚。5、车道荷载与车辆荷载支反力已经计入冲击力作用。柱顶截面作用效应组合表（表9—2）一采用对结构受力有利时的混凝土分项系数1।I内容1加载方式1111NIMax|11NIMin|11Ml|11N2Max|11N2Min|11M2|11N3Max|1N3Min।।|M3|1I1N4Max|1\N4Min|1M4|1水平力i111双孔加载1IL12497|111919|11287|I12691|111917|11316|I12691|I191711|316|1I12497|I11919|11287|I35|1恒人1辆1左孔加载I1L12320|111927|11314|I12593|111934|11334|I12593|1193411|334|1I12320|111927|11314|135||右孔加载|II12314|I11929|11124|12578|111936|1194|112578|1193611|94|1I12314|111929|I1124|1-35|111双孔加载1IL12494||11885||1339|I13460|I11953|11430||13460|I195311|430|1I12494|I11885||1339|169|1恒人2辆i左孔加载iIL12317|111898|I1366|113250|111964|11469|113250|1196411|469|1I12317|111898|11366|169|i右孔加载1I12312|111900|1182|113218|111966|11-38|113218|1196611|-38|1I12312|111900|1182|1-69|I双孔加载।।|_12402|111910|11348|113570|112300|11454|113570|1230011|454|1I12402|111910|11348|181|1恒人3辆I左孔加载।IL12238|111919|11372|113344|112261|11496|113344|1226111|496|1I12238|111919|11372|181|11|右孔加载|HF12235|F11921|F-179|13309|F12255|1-1-65|-F13309|F2255111-65|4——F12235|F11921|F-179|-F-81|

1901双孔加载|||_2369|11930|1363|3385|2753|479|13385|12753|479|1I2369|i1930|1363|193|I恒人4辆1左孔加载112210|111937|11386|113186|112648|11488|113186|1264811|488|1I12210|111937|11386|193|।|_1右孔加载1112207|111938|1169|I13155|112632|11-57|113155|1263211|-57|112207|111938|1169|I-93|111双孔加载|112614|111892|11160|113015|111861|11140|113015|1186111|140|1I12614|111892|11160|1-35|I恒人1道I左孔加载|12334|111924|11316|112633|111927|11340|112633|1192711|340|1I12334|111924|1316|135||1右孔加载11|12334|111924|11121|112633|111927|I186|I12633|I192711|86|1I12334|111924|I1121|1-35|111双孔加载1I|_12609|111840|11119|114164|11914|162|I14164|1191411|62|1I12609|111840|11119|1-69|I恒人2道1左孔加载1|12332|111892|11368|113338|111959|11481|113338|1195911|481|1I12332|ir1892|11368|169|1右孔加载11112332|111892|1180|I13338|1r1959|11-55|113338|1195911I-55|1I12332|111892|1r80|1-69|1双孔加载11|_12471|I11877|11109|।14328|112433|1143|114328|1243311|43|1I12471|111877|11109|1-81|I恒人3道11|左孔加我||[_12247|111915|11373|113438|112277|11510|113438|1227711|510|1I12247|111915|11373|I81|1右孔加载11112247|111915|1178|113438|I12277|I1-83|113438|1227711|-83|1I12247|111915|1178|i-81|1双孔加载|12422|111908|1197|114052|113111|1137|114052|1311111|37|1I12422|111908|1197|1-93||恒人4道I|_1左孔加载1।|_12216|111934|11387|113269|112693|11500|113269|1269311|500|1I12216|111934|11387|193|।1右孔加载|I112216|111934|1168|।13269|■12693|11-73|113269|126931?|-73|i।12216|i11934|i168|i-93|i注：1、表中数据用于强度（即钢筋面积）计算，内力值已计入荷载分项系数（见2004通用桥规4.1.6条）。2、分项系数：混凝土或土重1,水浮力1,人群1.4,汽车1.4,制动力等1.4。3、人群荷载效应组合系数始终鸩=0.8；其它可变作用效应组合系数鸩=0.8,用于制动力（摩阻力）等。4、当制动力等产生的效应超过汽车荷载效应（恒+车+人），该值取代汽车荷载效应，不计组合系数婚。5、车道荷载与车辆荷载支反力已经计入冲击力作用。柱顶截面配筋表（表10）।1内容i最不利布载i1I轴力i弯矩11C2(AK2)|偏心距系数|1II筋面积i裂缝mmi计算钢筋i采用根数i।।।।1抗弯-组合1各种工况配筋均为011128921|330!1111-1-11II0.0Ii1-1011|20|1I1抗裂-短长期111恒人1辆双孔加载1柱11119551|259111|1.500|1.0000|1II4.911|0.0450|1|111|20|1I1抗裂-合计铁规111I恒人2道左孔加载3柱|।।1980|420।111|1.402|-|।।।4.91\|0.0328|।।111|20|।1注：1、抗弯-组合：由作用效应组合表（已计入荷载分项系数）计算钢筋面积（cm2）并反算钢筋根数，抗裂-短长期：由短期、长期荷载内力表（短期效应计入频遇值系数，长期效应计入准永久值系数）计算钢筋根数。2、裂缝宽度限值0.2mm.短长期钢筋应力OMPa,合计钢筋应力21.5MPa。3、柱径1m,主筋种类HRB400钢筋，主筋直径25mm,保护层6cm。重要性系数r0=l.1。4,箍筋种类R235钢筋，直径8mm，间距20cm。混凝十.强度等级C30,C1值1,柱输入钢筋根数20根。5、表中抗弯钢筋面积计算已对各种组合循环均为0,轴力和弯矩给出的仅仅是组合中的某一组数据。6、表中公路规范抗裂筋根数计算已对各种组合循环均为1根，轴力和弯矩给出的仅仅是合计中的某一组数据。7,抗裂-短长期：按公规计算裂缝。抗裂-合计;按铁规计算，其中KI、K2、K3分别为0.8、1.4、1。8、稳定系数?=1。

1919、短期N=1955,长期N=1963,C2=1.502,恒载与活载N反号,C2取1.5.短期M=259,长期M=255,C2=l.493.采用C2值1.5.10、主筋最小配筋率为0.5%（编号JTGD62-2004钢筋混凝土规范9.1.12条），最少钢筋不应少于9根。11、采用钢筋根数取输入钢筋根数、计算钢筋根数、最小配筋百分率钢筋根数的最大值得到.12、表中配筋计算时杆件的计算长度L0等于计算截面与墩顶距离1.3m乘匕杆件稳定系数2。即L0=l.3*2=2.6m。柱底截面内力合计表（表14）i内容1加载方式INIMax|।।।INIMin|1IMl|I11N2Max|N2Min|iiTM2|I1N3Max|iIN3Min|I1M3|IIN4Max|11N4Min|I1M4|1水平力1111双孔加载I1112456|112004|11365|1i2560|i12018|11393|112560|112018|11393|i12456|1I2004|1365|125|1恒人1辆|左孔加载|12303|112009|11388|112489|112030|11406|112489|112030|11406|(12303|12009|11388|125||1右孔加载|I12300|112010|11312|1I2478|112031|11294|i12478|112031|11294|112300|i2010|11312|125|1双孔加载I|12454|111979|11501|।13109|112043|11581|113109|112043|11581|112454|I1979|11501|150|1恒人2辆1左孔加载I|12302|111988|11524|112958|112051|11609|112958|112051|1I609|i12302|f11988|11524|150|1右孔加载1I112298||\1990||1448|I12935|I12053|11366|I12935|112053|I1366|I12298|t11990||1448|I50||双孔加载|112387|111997|11541|113188|112291|11635|i13188|112291|11635|1t2387|111997|11541|158|1恒人3辆I左孔加载|IL_12245|112004|11562|113025|112263|11664|113025|112263|11664|112245|112004|11562|158|1右孔加载|II12243|112005||1502|113001|112259|11403|I13001|112259|11403|112243|12005|l1502|158|11I双孔加载||12364|112012|11585|113056|112615|11668|113056|112615|11668|112364|I2012|I1585|166|1恒人4辆1左孔加载|12225|112016|11605|112913|112540|11695|112913|112540|11695|i12225|12016|i1605|166|||_1右孔加载II112223|112017|I1551|112891|112528|I1464|I12891|112528|I1464||T2223|12017|1551|166|11I双孔加载|12539|111984|11341|112791|i11978|11327|112791|111978|11327|i12539|111984|1341|125||恒人1道|左孔加载||12314|112007|11389|112518|112025|11410|112518|112025|11410|112314|12007|11389|125|1右孔加载II12314|112007|11310|112518|112025|I1288|I12518|I12025|11288|I2314|I12007|1310|125|1।I双孔加载||12536|111947|11478|।13612|112016|11437|113612|112016|1t437|112536|11947|11478|150|i恒人2道1左孔加载||12312|111984|11525|113021|112048|11618|113021|112048|1I618|i12312|f11984|11525|150|1右孔加载II112312|1\1984|11446|I13021|I12048|I1353|113021|112048|11353|I12312|11984|1446|I50|1।I双孔加载|I12437|111974|11527|113729|112386|11479|i13729|112386|11479|12437|1I1974|11527|158|I恒人3道11|左孔加载|I12251|112001|11563|113093|112275|i1674|113093|112275|11674|112251|112001|11563|i58|1右孔加载|I112251||12001|11501|113093|112275|11390|113093|I12275|1I390|I12251|i2001|I1501|158|111双孔加载|I12402|111996|11574|113532|112870|11532|113532|112870|11532|1t2402|111996|11574|166||恒人4道1左孔加载11H12230|F12014|F-1606|12972|F12572|FI703|-F12972|F12572|F1703|-F12230|F12014|F1606|-F66|

192注：1、支座水平力（表5）引起的弯矩其力臂（支座顶与柱底截面的距离）为5.5m。表中已计入水平力引起的弯矩。柱底截面作用短期效应组合表（表14_1）1内容1加载方式INIMax|111NIMin|1Ml|1N2Max|N2Min|11M2|1N3Max|1N3Min|M3|N4Max|111N4Min|M4|水平力|11i双孔加载i12375|112023|11358|112334|1i2056|11372|112334|1205611I372|1I12375|112023|11358|125|1恒人1辆।।左孔加载।।12234|112026|11378|112297|I12063|I1379|I12297|I206311I379|1I12234|I12026|I1378|125|i右孔加载i।।12232|112026|11321|112291|12064|1321|I12291|1206411|321|1I2232|12026|I1321|25|।双孔加载।।12374|112010|11494|112619|I12070|11535|112619|1207011|535|1I12374|1I2010|11494|150|1恒人2辆।左孔加载।।12233|112015|11514|112540|1r2074|11550|112540|1207411|550|1I2233||12015|1514|150|i右孔加载1I12231|I12016|11457|12528|112075|11423|112528|1207511|423|1I12231|112016|1457|150|11।双孔加载।।[_12339|112019|11537|112660|112198|I1585|112660|1219811|585|1II2339|112019|i1537|I58|1恒人3辆।左孔加载।।12204|112023|11556|112575|112184|I1601|I12575|1218411|601|II12204|I12023|I1556|i58|।右孔加载।।I12203|112023|11508|112562|112182|11465|112562|1218211|465|1I12203|112023|11508|158|।双孔加载।।|_12327|112027|11582|112591|112366|11625|112591|1236611|625|1I12327|112027|11582|166|1恒人4辆।左孔加载।।12194|112029|11601|I12516|112327|11639|I12516|123271?|639|1It2194|t2029|I1601|I66|i右孔加载।।12193|112030|11555|112505|112321|11519|112505|1232111|519|1I12193|112030|1555|166|।双孔加载।12418|112013|11345|112454|112036|11338|112454|1203611|338|1I2418|112013|11345|125|1恒人1道।।左孔加载।।12240|112025|11379|112312|112060|I1381|I12312|1206011I381|1I12240|I12025|I1379|125|।।।右孔加载।।।12240|112025|11320|112312|i12060|11318|112312|1206011|318|1I2240|112025|i1320|125|।双孔加载।।12416|111994|11481|112880|I12056|i1460|112880|1205611|460|1I12416|111994|11481|i50|1恒人2道।左孔加载।।12239|112013|11515|112573|1r2072|11554|112573|1207211|554|1I2239||12013|1515|150|i右孔加载।।12239|I12013|11456|12573|112072|11417|112573|1207211|417|1I12239|112013|1456|150|।双孔加载।।12365|112007|11529|112941|i12248|11505|112941|1224811|505|1|I2365|i12007|11529|158|1恒人3道।左孔加载।1|_12207|1\2021|11557|1T2610|I12190|I1606|I12610|I219011I606|II12207|I12021|I1557|i58|।右孔加载।।।12207|112021|11507|112610|112190|11458|112610|1219011|458|1I12207|112021|11507|158|।双孔加载।।12347|112019|11576|112838|112499|11554|112838|1249911|554|1I12347|i12019|11576|166|1恒人4道।左孔加载।।12196|112028|11601|I12547|112344|11643|I12547|12344I643|IIt2196|12028|l1601|I66|i右孔加载i12196|12028|1555|12547|12344|1513|12547|2344111513|12196|12028|1555|66|

193注：1、短期效应组合用于裂缝计算。频遇值系数：汽车0.7,人群1,制动力（或摩阻力）、温度力1,等代土压力1。2、柱顶反力值计算是将梁板和盖梁视作双悬臂多跨连续梁，计算得到柱顶反力3、支座水平力（表5）引起的弯矩其力臂（支座顶与柱底截面的距离）为5.5m。表中已计入水平力引起的弯矩。弯矩值已计入水平力引起的弯矩。柱底截面作用长期效应组合表（表142）11内容111|加载方式|NIMax|।।।।NIMin|1।Ml|1iN2Max|1iN2Min|1iM2|1iN3Max|1N3MinIIII|M3|N4Max|N4Min|1111iM4|1水平力1111双孔加载1|2184|112032|I1354|112228|112075|11362|I12228|I207511I362|1I12184|II2032|I1354|125|1恒人1辆i左孔加载i।（_12126|112033|11363|112206|12078|1366|I12206|1207811|366|1I12126|12033|I1363|125|।右孔加载।1112124|112034|11336|112203|112079|11333|112203|1207911|333|1I12124|1I2034|11336|125|।双孔加载।।12183|112024|11490|I12390|I12082|11514|I12390|1208211I514|1I2183||12024|1490|150|I恒人2辆i左孔加载1|_12125|I12027|11499|12346|112085|11522|112346|1208511|522|1I12125|112027|1499|150|।右孔加载।1।12124|112028|11472|112339|112085|I1450|112339|1208511|450|1II2124|112028|i1472|I50|।双孔加载।।12164|112030|11535|112414|112156|i1562|112414|I215611I562|1I12164|112030|I1535|i58|1恒人3辆।左孔加载।12108|112032|11543|112365|112148|11571|112365|1214811|571|1I12108|112032|11543|158|1|_।右孔加载।12108|112032|11521|112358|112146|11493|112358|1214611|493|1I12108|112032|11521|158|।।।双孔加载।।12157|112034|11580|I12375|112252|11605|I12375|122521?|605|IIt2157|t2034|I1580|I66|i恒人4辆i左孔加载।|_12102|112035|11588|112332|112230|11613|112332|1223011|613|1I12102|112035|1588|166|।右孔加载।1।12102|112036|11568|112325|112226|11544|112325|1222611|544|1I2102|112036|11568|166|।双孔加载।।12209|112026|11347|112296|I12063|I1343|112296|I20631LI343|1I12209||12026|I1347|125|1恒人1道।।।左孔加载।।12129|112033|11363|112215|i12077|11367|112215|1207711|367|1I2129|112033|i1363|125|।右孔加载।1112129|112033|11336|112215|112077|i1331|112215|1207711|331|1I12129|112033|11336|i25|।双孔加载।।12208|112015|11483|I12539|112074|11471|112539|120741tI471|1I2208||12015|1483|150|I恒人2道i左孔加载।12128|I12026|11499|12364|112084|11525|112364|1208411|525|1I12128|112026|1499|150|।右孔加载।1।12128|112026|11472|112364|i12084|11446|112364|1208411|446|1|I2128|i12026|11472|150|।双孔加载।1|_12178|1\2023|11530|1T2574|112184|I1516|I12574|1218411I516|1I12178|I12023|I1530|I58|I恒人3道।左孔加载।12110|112031|11543|112385|112151|11574|112385|1215111|574|1I12110|112031|11543|158|।।।右孔加载।1I12110|112031|11521|112385|112151|11490|112385|1215111|490|1I12110|i12031|11521|158|।1।双孔加载।।12168|112029|11577|112516|112327|11564|I12516|12327I564|1It2168|12029|l1577|166|1恒人4道i左孔加载i12104|12035|1588|12350|12239|1615|12350|2239111615|12104|12035|1588|66|

194|右孔加载|2104|2035|568|2350|2239|541|2350|2239|541|2104|2035|568|66|注：1、长期效应组合用于裂缝计算。准永久值系数：汽车0.4,人群0.4,制动力（或摩阻力）、温度力1,等代土压力1。柱底截面作用效应组合表（表采用对结构受力不利时的混凝上分项系数1.2i内容1加载方式INIMax|।।।NIMin1।|Ml|II1N2Max|N2MinIiM2i1I1N3Max|iIN3Min|I1M3|IIN4Max|1N4Min|IM4|水平力|ii111双孔加载I1112965|1239811I469|1Ii3169|i240711|508|1I13169|112407|11508|i12965|1I2398|i469|135|1恒人1辆|左孔加载|12787|1240611|495|i113071|1242411|526|1I13071|112424|11526|(12787|12406|11495|135||1右孔加载|I112782|1240811|55|III3056|I242611126|1I13056|I12426|1126|112782|i2408|1155|1-35|1双孔加载I|12962|1236411I659|1I13939|1244311|771|1I13939|112443|11771|112962|I2364|11659|169|1恒人2辆1左孔加载I|12785|1237711|685|1I13728|I245411|809|1I13728|112454|1I809|i12785|f12377|11685|169|1右孔加载1I112779||2379\1|-97||I13696|I2456t1|-217|II13696|I12456|11-217|I12779|t12379||1-97|1-69||双孔加载|112869|1238911|715|1I14049|1279011|846|1I14049|112790|11846|1t2869|112389|11715|181|1恒人3辆I左孔加载|IL_12705|12398|739|1113822|1275111|888|1I13822|112751|11888|112705|112398|11739|181|1右孔加载|II12702|1240011|-138|1I13787|I2745\1I-282|1I13787|112745|11-282|12702|12400|l1-138|1-81|11I双孔加载||12836|1241011|777|1I13864|1324411|893|1I13864|113244|11893|112836|I2410|I1777|193|1恒人4辆1左孔加载|12677|1241611|800|1I13664|1313811|930|1I13664|113138|11930|i12677|12416|i1800|193|||_1右孔加载II112675|1241711|-186|II13634|13122111-312|1113634|113122|I1-312|1T2675|12417|1-186|1-93|11I双孔加载|13081|1237111|92|1I13493|i235111I72|1I13493|112351|1172|i13081|112371|192|1-35||恒人1道|左孔加载||12802|1240311|497|1I13112|1241711|532|1I13112|112417|11532|112802|12403|11497|135|1右孔加载II12802|1240311|53|1I13112|1241711|18|II13112|112417|118|I2802|I12403|153|1-35|1।I双孔加载||13077|1231911|-60|1I14643|12404111-117|1I14643|112404|1t-117|113077|12319|11-60|1-69|i恒人2道1左孔加载||12799|1237111|687|1I13816|I245011|822|1I13816|112450|1I822|i12799|f12371|11687|169|1右孔加载II112799|12371\1|-99|1I13816|1245011|-234|II13816|112450|11-234|112799|12371|1-99|I-69|1।I双孔加载|I12938|1235611|-108|1I14807|1292311|-174|1I14807|112923|11-174|12938|1I2356|11-108|1-81|I恒人3道11|左孔加载|||__12714|12394|740|1I13917|1276711|901|iI13917|112767|11901|112714|112394|11740|181|1右孔加载|I112714|1239411|-139|1I13917|1276711I-300|1I13917|112767|II-300||12714|i2394|I1-139|1-81|111双孔加载|I12889|1238711|-158|1।14530|1360111|-217|1I14530|113601|11-217|1t2889|112387|11-158|1-93||恒人4道1左孔加载11H12684|F241311|801|H——F13747|H318311|942|d——F13747|F13183|F1942|——F12684|F12413|F1801|——H93|

195注：1、表中数据用于强度（即钢筋面积）计算，内力值已计入荷载分项系数（见2004通用桥规4.1.6条）。2、分项系数：混凝土或土重1.2,水浮力1,人群1.4,汽车L4,制动力等L4。3、人群荷载效应组合系数始终鸩=0.8；其它可变作用效应组合系数埠=0.8,用于制动力（摩阻力）等。4、当制动力等产生的效应超过汽车荷载效应（恒+车+人），该值取代汽车荷载效应，不计组合系数鸿。5、车道荷载与乍辆荷载支反力已经计入冲击力作用。柱底截面作用效应组合表（表15_2）—采用对结构受力有利时的混凝土分项系数111内容1111加载方式INIMax|।।।NIMin11|Ml|II1N2Max|N2MiniiM2i11iN3Max|IN3MiniiIM3|1I]N4Max|IiN4Min|IiM4|1水平力1111双孔加载IIL_।2554|1198811I426|IIi2747|198511I465|1I12747|1198511|465|1I12554|111988|11426|135|1恒人1辆11|左孔加载||12376|1199611|453|1I12649|1200211|483|1I12649|1200211|483|1I12376|111996|i1453|135|1右孔加载1I112371|1199711I13|1I12634|I200411I-17|1I12634|1200411|-17|1I12371|I11997|113|1-35|I双孔加载||12551|I195311I616|1i13517|1202111|728|1I13517|1202111|728|1I12551|I11953|I1616|169|1恒人2辆i左孔加载।[_12374|1196611I643|1I13306|1203211|767|1I13306|1203211|767|1I12374|111966|11643|I69|।右孔加载।1112369|1196811I-139|1113274|I203411|-260|iI13274|I203411I-260|1I12369|111968|I1-139|1-69|।双孔加载।1|_12458|1197811I672|1I13627|236811|803|1I13627|1236811|803|1I12458|i11978|11672|181|1恒人3辆।左孔加载।IL.12294|1198811|696|1।13400|1232911|845|1I13400|1232911|845|1I12294|111988|11696|181|1t|右孔加载|I112291|1198911|-180|1I13365|1232311|-324|1I13365|1232311|-324|1I12291|111989|11-180|1-81|11I双孔加载|IL-12425|1199911I734|1I13442|1282211|850|1I13442|1282211|850|1I12425|111999|11734|193|1恒人4辆|左孔加载|12266|1200511|757|1I13242|1271611|887|1I13242|1271611|887|1I12266|112005|11757|193|I|_1右孔加载|I|12264|1200611I-228|II13212|1270011|-354|1I13212|I270011I-354|1I12264|112006|I1-228|I-93|11I双孔加载|||_12670|1196011I50|1I13071|192911|30|1I13071|1192911|30|1I12670|111960|1150|1-35|1恒人1道i左孔加载।12391|1199211I455|1I12690|1199511|489|1I12690|1199511|489|1I12391|111992|i1455|135|I右孔加载।1।12391|1199211|10|II12690|1199511|-24|1I12690|1199511|-24|1I12391|111992|110|1-35|।双孔加载।IL-12666|1190811|-103|1I14221|I198311|-160|1I14221|1198311|-160|II12666|111908|I1-103|I-69|I恒人2道11|左孔加我|I|_12388|1196111|645|1I13394|1202811|779|1I13394|1202811|779|1I12388|111961|11645|169|1右孔加载II112388|1196111|-142|1113394|1202811|-277|1I13394|I202811|-277|1I12388|111961|11-142|1-69|1'|双孔加载|||_12527|1194611|-150|1I14385|250111|-217|1I14385|1250111|-217|1I12527|i11946|11-150|1-81|1恒人3道左孔加载i12303|1198311I698|1I13495|1234611|858|1I13495|1234611|858|1I12303|111983|11698|181|1।右孔加载।1I12303|1198311|-182|1I13495|12346t1|-343|II13495|123461十|-343|1I12303|I11983|11-182|1-81|।।।双孔加载।12478|197711|-200|14109|317911|-260|14109|317911I-260|12478|11977|1-200|-93||恒人4道|左孔加载|2273|2002|758|3326|2761|899|3326|2761|899|2273|2002|758|93||右孔加载|2273|2002|-229|3326|2761|-370|3326|2761|-370|2273|2002|-229|-93|

196注：1、表中数据用于强度（即钢筋面积）计算，内力值已计入荷载分项系数（见2004通用桥规4.1.6条）。2、分项系数：混凝土或土重1,水浮力1,人群1.4,汽车1.4,制动力等L4。3、人群荷载效应组合系数始终居=08其它可变作用效应组合系数爆=08用于制动力（摩阻力）等。4、当制动力等产生的效应超过汽车荷载效应（恒+车+人），该值取代汽车荷载效应，不计组合系数鸩。5、车道荷载与车辆荷载支反力已经计入冲击力作用。柱底截面配筋表（表16）内容i最不利布载i।।轴力11弯矩।।।IC2(AK2)|偏心距系数|111筋面积i裂缝mmi计算钢筋i采用根数i।1।।1抗弯-组合1恒人4道左孔加载2柱|||f3183|1942111I1|1.2550|I|31.4ii1-11|7ii|20|1I1抗裂-短长期1恒人4道左孔加载1柱|12028|(6011|1.500111|1.000011114.711|0.1681|1I311|20|1I1抗裂-合计铁规1।।1恒人3道左孔加载3柱|112275|।6741|1.363।1t1-11114.711|0.1881|ii311|20|ii注：1、抗弯-组合：山作用效应组合表（已计入荷载分项系数）计算钢筋面积（cm2）并反算钢筋根数，抗裂-短长期：由短期、长期荷载内力表（短期效应计入频遇值系数，长期效应计入准永久值系数）计算钢筋根数。抗弯-组合：按照对结构不利和有利所对应的永久作用效应分项系数分别计算钢筋面积，计算表明，强度配筋时采用对结构的承载能力不利时的混凝土分项系数L2（非1）,其配筋结果更不利。2、裂缝宽度限值0.2mm。短长期钢筋应力113.5MPa,合计钢筋应力134.IMPa。3、柱径1m,主筋种类HRB400钢筋，主筋直径25mm,保护层6cm。重要性系数r0=1.1。4、箍筋种类R235钢筋，直径8mm,间距20cm。混凝土强度等级C30,C1值1,柱输入钢筋根数20根。5、抗裂-短长期：按公规计算裂缝。抗裂-合计：按铁规计算，其中KI、K2、K3分别为0.8、1.36、1。6、抗弯配筋计算中间数据?=0.4555、A=L0352、B=0.5945、C=-0.2131、21.8947、稳定系数?=0.948。7、短期N=2028,长期N=2035,C2=1.502,恒载与活载N反号,C2取1.5。短期M=601,长期M=588,C2=1.489O采用C2值L5。8、主筋最小配筋率为0.5%（编号JTGD62-2004钢筋混凝土规范9.1.12条），最少钢筋不应少于9根。9、采用钢筋根数取输入钢筋根数、计算钢筋根数、最小配筋百分率钢筋根数的最大值得到。10、表中配筋计算时杆件的计算长度L0等于计算截面与墩顶距离5.3m乘上杆件稳定系数2。即L0=5.3*2=10.6m。纵向加载影响线计算结果I左孔计算跨径I左孔支距I右孔支距I右孔计算跨径，12.6000.2000.20012.600加载方式1设计荷载1梁板号1车轴坐标1轴fil竖向值1横分系数1左支反力1右支反力双孔加载车辆荷载02.000060.00000.15871.00009.520.00双孔加载车辆荷载05.6000140.00000.44441.000062.220.00双孔加载东辆荷载06.8000140.00000.53971.000075.560.00双孔加载东辆荷载012.8000200.00001.01591.00000.00203.17双孔加载车辆荷载020.0000160.00000.44441.00000.0071.11合计700.0000147.30+274.29=421.59左反力最大加载车辆荷载05.6000200.00000.44441.000088.890.00左反力最大加载车辆荷载011.6000140.00000.92061.0000128.890.00左反力最大加载车辆荷载012.8000140.00001.01591.0000142.220.00

197左反力最大加载车辆荷载016.400060.0000540.00000.73021.00000.00360.00+43.8143.81=403.81合计右反力最大加载车辆荷载05.6000160.00000.44441.000071.110.00右反力最大加载车辆荷载012.8000200.00001.01591.00000.00203.17右反力最大加载车辆荷载018.8000140.00000.53971.00000.0075.56右反力最大加载车辆荷载020.0000140.00000.44441.00000.0062.22右反力最大加载车辆荷载合计023.600060.0000700.00000.15871.00000.0071.11+9.52350.48=421.59加载方式1设计荷载1梁板号1集中力坐标集中力大小1竖向值1横分系数1左支反力1右支反力或均布载的一>1加载长度均布荷载值1竖向峰值1横分均值1双孔加载车道集中力012.8000140.00001.01591.00000.00142.22双孔加载车道均载左012.800037.50001.01591.0000243.810.00双孔加载车道均载右合计012.800037.50001.01591.00000.00243.81+243.81386.03=629.84左反力最大加载车道集中力012.8000140.00001.01591.0000142.220.00左反力最大加载车道均载左合计012.800037.50001.01591.0000243.81386.03+0.000.00;386.03右反力最大加载车道集中力012.8000140.00001.01591.00000.00142.22右反力最大加载车道均载右合计012.800037.50001.01591.00000.000.00+243.81386.03=386.03汽车冲击系数未计入.读计算书注意事项：1、墩顶位移d的计算值参见-位移计算”表，按规定不得大于［d］=0.5*I:0.5。其中：L为跨径，以米计；［d］以厘米计。通常，排架柔性墩的墩顶位移很难满足上述规定，根据规范的注解说明，排架柔性墩在不影响正常使用的情况下，可不受d<［d］规定的限制。2、柱的钢筋根数确定参见“柱顶截面配筋”和“柱底截面配筋”表。

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