新路线新墩##新墩一二

新墩11##17墩计算书编制人：审核人：编制日期：计算资料结构信息几何尺寸计算参数计算参数桥墩材料类型C30桥墩材料容重(kN/24桥墩总体积(m120.26桥墩重(kN))2886.144基础类型承台计算长度(m))26.050墩顶水平抗推刚刚度(kNN/m)97871荷载信息上部结构永久作用上部结构恒载支座号竖向力(kN))11951.30021951.30032155.00042155.000可变作用可变作用信息活载加载方式横向分布影响面面方式汽车等级公路一级车道数3汽车冲击系数1.2人群集度0.0人行道总宽(mm)0.0制动力(kN))386.00制动力作用标高高(m)34.062温度力(kN))20.00温度力作用标高高(m)34.062摩阻力向(kNN)20.00摩阻力作用标高高(m)34.062桥墩计算单项荷载效应汇总墩柱自重恒载荷载内力效应截面位置z(m)N(kN)QX(kN)QY(kN)MX(kN∙m)MY(kN∙m)30.637766.80.00.00.00.029.637982.30.00.00.00.028.6371197.80.00.00.00.027.6371413.40.00.00.00.026.6371628.90.00.00.00.025.6371844.50.00.00.00.024.6372060.00.00.00.00.023.6372275.50.00.00.00.022.6372491.10.00.00.00.021.6372706.60.00.00.00.020.8002887.00.00.00.00.0上部恒载内力荷载内力效应截面位置z(m)N(kN)QX(kN)QY(kN)MX(kN∙m)MY(kN∙m)30.6378212.60.00.0183.30.029.6378212.60.00.0183.30.028.6378212.60.00.0183.30.027.6378212.60.00.0183.30.026.6378212.60.00.0183.30.025.6378212.60.00.0183.30.024.6378212.60.00.0183.30.023.6378212.60.00.0183.30.022.6378212.60.00.0183.30.021.6378212.60.00.0183.30.020.8008212.60.00.0183.30.0汽车荷载MXmax荷载内力效应截面位置z(m)N(kN)QX(kN)QY(kN)MX(kN∙m)MY(kN∙m)30.6371341.00.00.0486.10.029.6371341.00.00.0486.10.028.6371341.00.00.0486.10.027.6371341.00.00.0486.10.026.6371341.00.00.0486.10.025.6371341.00.00.0486.10.024.6371341.00.00.0486.10.023.6371341.00.00.0486.10.022.6371341.00.00.0486.10.021.6371341.00.00.0486.10.020.8001341.00.00.0486.10.0汽车荷载MXmin荷载内力效应截面位置z(m)N(kN)QX(kN)QY(kN)MX(kN∙m)MY(kN∙m)30.6370.00.00.0-1576.550.029.6370.00.00.0-1576.550.028.6370.00.00.0-1576.550.027.6370.00.00.0-1576.550.026.6370.00.00.0-1576.550.025.6370.00.00.0-1576.550.024.6370.00.00.0-1576.550.023.6370.00.00.0-1576.550.022.6370.00.00.0-1576.550.021.6370.00.00.0-1576.550.020.8000.00.00.0-1576.550.0汽车荷载MYmax荷载内力效应截面位置z(m)N(kN)QX(kN)QY(kN)MX(kN∙m)MY(kN∙m)30.6370.00.00.00.00.029.6370.00.00.00.00.028.6370.00.00.00.00.027.6370.00.00.00.00.026.6370.00.00.00.00.025.6370.00.00.00.00.024.6370.00.00.00.00.023.6370.00.00.00.00.022.6370.00.00.00.00.021.6370.00.00.00.00.020.8000.00.00.00.00.0汽车荷载MYmin荷载内力效应截面位置z(m)N(kN)QX(kN)QY(kN)MX(kN∙m)MY(kN∙m)30.6370.00.00.00.00.029.6370.00.00.00.00.028.6370.00.00.00.00.027.6370.00.00.00.00.026.6370.00.00.00.00.025.6370.00.00.00.00.024.6370.00.00.00.00.023.6370.00.00.00.00.022.6370.00.00.00.00.021.6370.00.00.00.00.020.8000.00.00.00.00.0汽车荷载Nmax荷载内力效应截面位置z(m)N(kN)QX(kN)QY(kN)MX(kN∙m)MY(kN∙m)30.6373999.20.00.068.50.029.6373999.20.00.068.50.028.6373999.20.00.068.50.027.6373999.20.00.068.50.026.6373999.20.00.068.50.025.6373999.20.00.068.50.024.6373999.20.00.068.50.023.6373999.20.00.068.50.022.6373999.20.00.068.50.021.6373999.20.00.068.50.020.8003999.20.00.068.50.0汽车荷载Nmin荷载内力效应截面位置z(m)N(kN)QX(kN)QY(kN)MX(kN∙m)MY(kN∙m)30.6370.00.00.00.00.029.6370.00.00.00.00.028.6370.00.00.00.00.027.6370.00.00.00.00.026.6370.00.00.00.00.025.6370.00.00.00.00.024.6370.00.00.00.00.023.6370.00.00.00.00.022.6370.00.00.00.00.021.6370.00.00.00.00.020.8000.00.00.00.00.0人群荷载MXmax荷载内力效应截面位置z(m)N(kN)QX(kN)QY(kN)MX(kN∙m)MY(kN∙m)30.6370.00.00.00.00.029.6370.00.00.00.00.028.6370.00.00.00.00.027.6370.00.00.00.00.026.6370.00.00.00.00.025.6370.00.00.00.00.024.6370.00.00.00.00.023.6370.00.00.00.00.022.6370.00.00.00.00.021.6370.00.00.00.00.020.8000.00.00.00.00.0人群荷载MXmin荷载内力效应截面位置z(m)N(kN)QX(kN)QY(kN)MX(kN∙m)MY(kN∙m)30.6370.00.00.00.00.029.6370.00.00.00.00.028.6370.00.00.00.00.027.6370.00.00.00.00.026.6370.00.00.00.00.025.6370.00.00.00.00.024.6370.00.00.00.00.023.6370.00.00.00.00.022.6370.00.00.00.00.021.6370.00.00.00.00.020.8000.00.00.00.00.0人群荷载MYmax荷载内力效应截面位置z(m)N(kN)QX(kN)QY(kN)MX(kN∙m)MY(kN∙m)30.6370.00.00.00.00.029.6370.00.00.00.00.028.6370.00.00.00.00.027.6370.00.00.00.00.026.6370.00.00.00.00.025.6370.00.00.00.00.024.6370.00.00.00.00.023.6370.00.00.00.00.022.6370.00.00.00.00.021.6370.00.00.00.00.020.8000.00.00.00.00.0人群荷载MYmin荷载内力效应截面位置z(m)N(kN)QX(kN)QY(kN)MX(kN∙m)MY(kN∙m)30.6370.00.00.00.00.029.6370.00.00.00.00.028.6370.00.00.00.00.027.6370.00.00.00.00.026.6370.00.00.00.00.025.6370.00.00.00.00.024.6370.00.00.00.00.023.6370.00.00.00.00.022.6370.00.00.00.00.021.6370.00.00.00.00.020.8000.00.00.00.00.0人群荷载Nmax荷载内力效应截面位置z(m)N(kN)QX(kN)QY(kN)MX(kN∙m)MY(kN∙m)30.6370.00.00.00.00.029.6370.00.00.00.00.028.6370.00.00.00.00.027.6370.00.00.00.00.026.6370.00.00.00.00.025.6370.00.00.00.00.024.6370.00.00.00.00.023.6370.00.00.00.00.022.6370.00.00.00.00.021.6370.00.00.00.00.020.8000.00.00.00.00.0人群荷载Nmin荷载内力效应截面位置z(m)N(kN)QX(kN)QY(kN)MX(kN∙m)MY(kN∙m)30.6370.00.00.00.00.029.6370.00.00.00.00.028.6370.00.00.00.00.027.6370.00.00.00.00.026.6370.00.00.00.00.025.6370.00.00.00.00.024.6370.00.00.00.00.023.6370.00.00.00.00.022.6370.00.00.00.00.021.6370.00.00.00.00.020.8000.00.00.00.00.0汽车制动力荷载内力效应截面位置z(m)N(kN)QX(kN)QY(kN)MX(kN∙m)MY(kN∙m)30.6370.0-0.0386.0-1322.110.029.6370.0-0.0386.0-1708.110.028.6370.0-0.0386.0-2094.000.027.6370.0-0.0386.0-2480.000.026.6370.0-0.0386.0-2866.000.025.6370.0-0.0386.0-3252.110.024.6370.0-0.0386.0-3638.110.023.6370.0-0.0386.0-4024.110.022.6370.0-0.0386.0-4410.110.021.6370.0-0.0386.0-4796.110.020.8000.0-0.0386.0-5119.110.0温度力荷载内力效应截面位置z(m)N(kN)QX(kN)QY(kN)MX(kN∙m)MY(kN∙m)30.6370.0-0.020.0-68.50.029.6370.0-0.020.0-88.50.028.6370.0-0.020.0-108.50.027.6370.0-0.020.0-128.50.026.6370.0-0.020.0-148.50.025.6370.0-0.020.0-168.50.024.6370.0-0.020.0-188.50.023.6370.0-0.020.0-208.50.022.6370.0-0.020.0-228.50.021.6370.0-0.020.0-248.50.020.8000.0-0.020.0-265.20.0支座摩阻力荷载内力效应截面位置z(m)N(kN)QX(kN)QY(kN)MX(kN∙m)MY(kN∙m)30.6370.0-0.020.0-68.50.029.6370.0-0.020.0-88.50.028.6370.0-0.020.0-108.50.027.6370.0-0.020.0-128.50.026.6370.0-0.020.0-148.50.025.6370.0-0.020.0-168.50.024.6370.0-0.020.0-188.50.023.6370.0-0.020.0-208.50.022.6370.0-0.020.0-228.50.021.6370.0-0.020.0-248.50.020.8000.0-0.020.0-265.20.0组合作用计算承载能力极限状态(基本组合)截面内力设计值组合截面位置z(mm)工况N(kN)MX(kN∙m)MY(kN∙m)M(kN∙m)30.637Nmax25401.99474.20.0474.2Nmin9877.3201.70.0201.7MXmax16396.221888.90.01888.9MXmin10046.00-6638.550.06638.5MYmax11852.88242.00.0242.0MYmin11852.88242.00.0242.029.637Nmax25686.44474.20.0474.2Nmin10114.44201.70.0201.7MXmax16680.771888.90.01888.9MXmin10330.55-7076.220.07076.2MYmax12137.33242.00.0242.0MYmin12137.33242.00.0242.028.637Nmax25970.99474.20.0474.2Nmin10351.55201.70.0201.7MXmax16965.221888.90.01888.9MXmin10615.00-7513.880.07513.8MYmax12421.88242.00.0242.0MYmin12421.88242.00.0242.027.637Nmax26255.55474.20.0474.2Nmin10588.66201.70.0201.7MXmax17249.771888.90.01888.9MXmin10899.55-7951.550.07951.5MYmax12706.33242.00.0242.0MYmin12706.33242.00.0242.026.637Nmax26540.00474.20.0474.2Nmin10825.77201.70.0201.7MXmax17534.331888.90.01888.9MXmin11184.00-8389.220.08389.2MYmax12990.88242.00.0242.0MYmin12990.88242.00.0242.025.637Nmax26824.55474.20.0474.2Nmin11062.88201.70.0201.7MXmax17818.881888.90.01888.9MXmin11468.55-8826.880.08826.8MYmax13275.33242.00.0242.0MYmin13275.33242.00.0242.024.637Nmax27109.00474.20.0474.2Nmin11299.88201.70.0201.7MXmax18103.331888.90.01888.9MXmin11753.00-9342.990.09342.9MYmax13559.88242.00.0242.0MYmin13559.88242.00.0242.023.637Nmax27393.55474.20.0474.2Nmin11536.99201.70.0201.7MXmax18387.881888.90.01888.9MXmin12037.66-9958.990.09958.9MYmax13844.33242.00.0242.0MYmin13844.33242.00.0242.022.637Nmax27678.00474.20.0474.2Nmin11774.00201.70.0201.7MXmax18672.331888.90.01888.9MXmin12322.11-10574..90.010574.99MYmax14128.88242.00.0242.0MYmin14128.88242.00.0242.021.637Nmax27962.55474.20.0474.2Nmin12011.11201.70.0201.7MXmax18956.881888.90.01888.9MXmin12606.66-11190..90.011190.99MYmax14413.33242.00.0242.0MYmin14413.33242.00.0242.020.800Nmax28200.66474.20.0474.2Nmin12209.66201.70.0201.7MXmax19194.991888.90.01888.9MXmin12844.77-11706..50.011706.55MYmax14651.55242.00.0242.0MYmin14651.55242.00.0242.0持久状况正常使用极限状态长期效应组合内力截面位置z(mm)工况N(kN)MX(kN∙m)MY(kN∙m)M(kN∙m)30.637Nmax10579.00210.70.0210.7Nmin8979.4183.30.0183.3MXmax9515.8377.80.0377.8MXmin8979.4-1837.880.01837.8MYmax8979.4183.30.0183.3MYmin8979.4183.30.0183.329.637Nmax10794.66210.70.0210.7Nmin9194.9183.30.0183.3MXmax9731.3377.80.0377.8MXmin9194.9-2243.880.02243.8MYmax9194.9183.30.0183.3MYmin9194.9183.30.0183.328.637Nmax11010.11210.70.0210.7Nmin9410.4183.30.0183.3MXmax9946.9377.80.0377.8MXmin9410.4-2649.880.02649.8MYmax9410.4183.30.0183.3MYmin9410.4183.30.0183.327.637Nmax11225.66210.70.0210.7Nmin9626.0183.30.0183.3MXmax10162.44377.80.0377.8MXmin9626.0-3055.880.03055.8MYmax9626.0183.30.0183.3MYmin9626.0183.30.0183.326.637Nmax11441.22210.70.0210.7Nmin9841.5183.30.0183.3MXmax10377.99377.80.0377.8MXmin9841.5-3461.880.03461.8MYmax9841.5183.30.0183.3MYmin9841.5183.30.0183.325.637Nmax11656.77210.70.0210.7Nmin10057.11183.30.0183.3MXmax10593.55377.80.0377.8MXmin10057.11-3867.880.03867.8MYmax10057.11183.30.0183.3MYmin10057.11183.30.0183.324.637Nmax11872.33210.70.0210.7Nmin10272.66183.30.0183.3MXmax10809.00377.80.0377.8MXmin10272.66-4273.880.04273.8MYmax10272.66183.30.0183.3MYmin10272.66183.30.0183.323.637Nmax12087.88210.70.0210.7Nmin10488.11183.30.0183.3MXmax11024.55377.80.0377.8MXmin10488.11-4679.880.04679.8MYmax10488.11183.30.0183.3MYmin10488.11183.30.0183.322.637Nmax12303.33210.70.0210.7Nmin10703.77183.30.0183.3MXmax11240.11377.80.0377.8MXmin10703.77-5085.880.05085.8MYmax10703.77183.30.0183.3MYmin10703.77183.30.0183.321.637Nmax12518.99210.70.0210.7Nmin10919.22183.30.0183.3MXmax11455.66377.80.0377.8MXmin10919.22-5491.880.05491.8MYmax10919.22183.30.0183.3MYmin10919.22183.30.0183.320.800Nmax12699.33210.70.0210.7Nmin11099.66183.30.0183.3MXmax11636.00377.80.0377.8MXmin11099.66-5831.660.05831.6MYmax11099.66183.30.0183.3MYmin11099.66183.30.0183.3持久状况正常使用极限状态短期效应组合内力截面位置z(mm)工况N(kN)MX(kN∙m)MY(kN∙m)M(kN∙m)30.637Nmax11778.88231.30.0231.3Nmin8979.4183.30.0183.3MXmax9918.1523.60.0523.6MXmin8979.4-2310.880.02310.8MYmax8979.4183.30.0183.3MYmin8979.4183.30.0183.329.637Nmax11994.33231.30.0231.3Nmin9194.9183.30.0183.3MXmax10133.66523.60.0523.6MXmin9194.9-2716.880.02716.8MYmax9194.9183.30.0183.3MYmin9194.9183.30.0183.328.637Nmax12209.99231.30.0231.3Nmin9410.4183.30.0183.3MXmax10349.22523.60.0523.6MXmin9410.4-3122.880.03122.8MYmax9410.4183.30.0183.3MYmin9410.4183.30.0183.327.637Nmax12425.44231.30.0231.3Nmin9626.0183.30.0183.3MXmax10564.77523.60.0523.6MXmin9626.0-3528.880.03528.8MYmax9626.0183.30.0183.3MYmin9626.0183.30.0183.326.637Nmax12640.99231.30.0231.3Nmin9841.5183.30.0183.3MXmax10780.22523.60.0523.6MXmin9841.5-3934.880.03934.8MYmax9841.5183.30.0183.3MYmin9841.5183.30.0183.325.637Nmax12856.55231.30.0231.3Nmin10057.11183.30.0183.3MXmax10995.88523.60.0523.6MXmin10057.11-4340.880.04340.8MYmax10057.11183.30.0183.3MYmin10057.11183.30.0183.324.637Nmax13072.00231.30.0231.3Nmin10272.66183.30.0183.3MXmax11211.33523.60.0523.6MXmin10272.66-4746.880.04746.8MYmax10272.66183.30.0183.3MYmin10272.66183.30.0183.323.637Nmax13287.55231.30.0231.3Nmin10488.11183.30.0183.3MXmax11426.99523.60.0523.6MXmin10488.11-5152.880.05152.8MYmax10488.11183.30.0183.3MYmin10488.11183.30.0183.322.637Nmax13503.11231.30.0231.3Nmin10703.77183.30.0183.3MXmax11642.44523.60.0523.6MXmin10703.77-5558.880.05558.8MYmax10703.77183.30.0183.3MYmin10703.77183.30.0183.321.637Nmax13718.66231.30.0231.3Nmin10919.22183.30.0183.3MXmax11857.99523.60.0523.6MXmin10919.22-5964.880.05964.8MYmax10919.22183.30.0183.3MYmin10919.22183.30.0183.320.800Nmax13899.00231.30.0231.3Nmin11099.66183.30.0183.3MXmax12038.33523.60.0523.6MXmin11099.66-6304.660.06304.6MYmax11099.66183.30.0183.3MYmin11099.66183.30.0183.3承载力验算截面抗压承载力验算承载能力极限状态(基本组合)截面平面内抗压承载力验算截面位置z(mm)工况设计轴力γ0Nd设计弯矩γ0Md截面强度NR(kN承载力是否满足30.637Nmax25401.99474.2132908..1是Nmin9877.3201.7132531..5是MXmax16396.221888.9112932..0是MXmin10046.00-6638.5544810.99是29.637Nmax25686.44474.2132952..1是Nmin10114.44201.7132636..9是MXmax16680.771888.9113326..8是MXmin10330.55-7076.2243324.00是28.637Nmax25970.99474.2132995..6是Nmin10351.55201.7132732..9是MXmax16965.221888.9113702..3是MXmin10615.00-7513.8841977.44是27.637Nmax26255.55474.2133039..6是Nmin10588.66201.7132829..3是MXmax17249.771888.9114058..6是MXmin10899.55-7951.5540736.88是26.637Nmax26540.00474.2133083..1是Nmin10825.77201.7132916..9是MXmax17534.331888.9114414..5是MXmin11184.00-8389.2239608.88是25.637Nmax26824.55474.2133118..3是Nmin11062.88201.7133004..4是MXmax17818.881888.9114760..7是MXmin11468.55-8826.8838573.22是24.637Nmax27109.00474.2133161..8是Nmin11299.88201.7133083..1是MXmax18103.331888.9115087..9是MXmin11753.00-9342.9937288.88是23.637Nmax27393.55474.2133197..0是Nmin11536.99201.7133161..8是MXmax18387.881888.9115414..7是MXmin12037.66-9958.9935719.88是22.637Nmax27678.00474.2133240..4是Nmin11774.00201.7133240..4是MXmax18672.331888.9115722..5是MXmin12322.11-10574..934306.88是21.637Nmax27962.55474.2133275..5是Nmin12011.11201.7133310..2是MXmax18956.881888.9116028..8是MXmin12606.66-11190..933035.11是20.800Nmax28200.66474.2133310..2是Nmin12209.66201.7133371..1是MXmax19194.991888.9116279..2是MXmin12844.77-11706..532052.77是承载能力极限状态(基本组合)截面平面外抗压承载力验算截面位置z(mm)工况设计轴力γ0Nd截面强度NR(kN承载力是否满足足30.637Nmax25401.99118399..3是Nmin9877.3118399..3是29.637Nmax25686.44118399..3是Nmin10114.44118399..3是28.637Nmax25970.99118399..3是Nmin10351.55118399..3是27.637Nmax26255.55118399..3是Nmin10588.66118399..3是26.637Nmax26540.00118399..3是Nmin10825.77118399..3是25.637Nmax26824.55118399..3是Nmin11062.88118399..3是24.637Nmax27109.00118399..3是Nmin11299.88118399..3是23.637Nmax27393.55118399..3是Nmin11536.99118399..3是22.637Nmax27678.00118399..3是Nmin11774.00118399..3是21.637Nmax27962.55118399..3是Nmin12011.11118399..3是20.800Nmax28200.66118399..3是Nmin12209.66118399..3是裂缝宽度验算持久状况正常使用极限状态顺桥向裂缝宽度验算截面位置z(m)工况轴力N弯矩M最大裂缝宽度W裂缝宽度限值W是否满足30.637Nmax11778.88231.30.000.20是Nmin8979.4183.30.000.20是MXmax9918.1523.60.000.20是MXmin8979.4-2310.880.000.20是29.637Nmax11994.33231.30.000.20是Nmin9194.9183.30.000.20是MXmax10133.66523.60.000.20是MXmin9194.9-2716.880.000.20是28.637Nmax12209.99231.30.000.20是Nmin9410.4183.30.000.20是MXmax10349.22523.60.000.20是MXmin9410.4-3122.880.030.20是27.637Nmax12425.44231.30.000.20是Nmin9626.0183.30.000.20是MXmax10564.77523.60.000.20是MXmin9626.0-3528.880.030.20是26.637Nmax12640.99231.30.000.20是Nmin9841.5183.30.000.20是MXmax10780.22523.60.000.20是MXmin9841.5-3934.880.040.20是25.637Nmax12856.55231.30.000.20是Nmin10057.11183.30.000.20是MXmax10995.88523.60.000.20是MXmin10057.11-4340.880.040.20是24.637Nmax13072.00231.30.000.20是Nmin10272.66183.30.000.20是MXm