新路线新墩ZY##新墩ZY五

新墩ZY4##4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(m70.69桥墩重(kN))1696.599基础类型承台计算长度(m))14.600墩顶水平抗推刚刚度(kNN/m)759130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))12084.80022028.60032234.30042174.200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1.3人群集度0.0人行道总宽(mm)0.0制动力(kN))115.00制动力作用标高高(m)7.500温度力(kN))20.00温度力作用标高高(m)7.500摩阻力向(kNN)20.00摩阻力作用标高高(m)7.500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)4.000924.40.00.00.00.03.0001119.30.00.00.00.02.0001314.20.00.00.00.01.0001509.10.00.00.00.00.0001704.00.00.00.00.0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)4.0008521.90.00.0147.6-290.83.0008521.90.00.0147.6-290.82.0008521.90.00.0147.6-290.81.0008521.90.00.0147.6-290.80.0008521.90.00.0147.6-290.8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)4.0001389.80.00.0558.90.03.0001389.80.00.0558.90.02.0001389.80.00.0558.90.01.0001389.80.00.0558.90.00.0001389.80.00.0558.90.0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)4.0000.00.00.0-1638.550.03.0000.00.00.0-1638.550.02.0000.00.00.0-1638.550.01.0000.00.00.0-1638.550.00.0000.00.00.0-1638.550.0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)4.0000.00.00.00.00.03.0000.00.00.00.00.02.0000.00.00.00.00.01.0000.00.00.00.00.00.0000.00.00.00.00.0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)4.0000.00.00.00.00.03.0000.00.00.00.00.02.0000.00.00.00.00.01.0000.00.00.00.00.00.0000.00.00.00.00.0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)4.0003844.00.00.079.80.03.0003844.00.00.079.80.02.0003844.00.00.079.80.01.0003844.00.00.079.80.00.0003844.00.00.079.80.0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)4.0000.00.00.00.00.03.0000.00.00.00.00.02.0000.00.00.00.00.01.0000.00.00.00.00.00.0000.00.00.00.00.0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)4.0000.00.00.00.00.03.0000.00.00.00.00.02.0000.00.00.00.00.01.0000.00.00.00.00.00.0000.00.00.00.00.0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)4.0000.00.00.00.00.03.0000.00.00.00.00.02.0000.00.00.00.00.01.0000.00.00.00.00.00.0000.00.00.00.00.0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)4.0000.00.00.00.00.03.0000.00.00.00.00.02.0000.00.00.00.00.01.0000.00.00.00.00.00.0000.00.00.00.00.0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)4.0000.00.00.00.00.03.0000.00.00.00.00.02.0000.00.00.00.00.01.0000.00.00.00.00.00.0000.00.00.00.00.0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)4.0000.00.00.00.00.03.0000.00.00.00.00.02.0000.00.00.00.00.01.0000.00.00.00.00.00.0000.00.00.00.00.0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)4.0000.00.00.00.00.03.0000.00.00.00.00.02.0000.00.00.00.00.01.0000.00.00.00.00.00.0000.00.00.00.00.0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)4.0000.0-0.0115.0-402.50.03.0000.0-0.0115.0-517.50.02.0000.0-0.0115.0-632.50.01.0000.0-0.0115.0-747.50.00.0000.0-0.0115.0-862.50.0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)4.0000.0-0.020.0-70.00.03.0000.0-0.020.0-90.00.02.0000.0-0.020.0-110.00.01.0000.0-0.020.0-130.00.00.0000.0-0.020.0-150.00.0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)4.0000.0-0.020.0-70.00.03.0000.0-0.020.0-90.00.02.0000.0-0.020.0-110.00.01.0000.0-0.020.0-130.00.00.0000.0-0.020.0-150.00.0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)4.000Nmax26084.55477.5-383.8612.6Nmin10391.00162.3-319.8358.7MXmax17391.992174.4-383.82208.0MXmin10594.33-6150.55-319.86158.8MYmax10594.33162.3-319.8358.7MYmin12469.22194.8-383.8430.43.000Nmax26341.88477.5-383.8612.6Nmin10605.44162.3-319.8358.7MXmax17649.222174.4-383.82208.0MXmin10851.66-6296.00-319.86304.1MYmax10851.66162.3-319.8358.7MYmin12726.44194.8-383.8430.42.000Nmax26599.11477.5-383.8612.6Nmin10819.77162.3-319.8358.7MXmax17906.442174.4-383.82208.0MXmin11108.99-6441.66-319.86449.5MYmax11108.99162.3-319.8358.7MYmin12983.77194.8-383.8430.41.000Nmax26856.33477.5-383.8612.6Nmin11034.11162.3-319.8358.7MXmax18163.772174.4-383.82208.0MXmin11366.11-6587.11-319.86594.8MYmax11366.11162.3-319.8358.7MYmin13241.00194.8-383.8430.40.000Nmax27113.66477.5-383.8612.6Nmin11248.55162.3-319.8358.7MXmax18421.002174.4-383.82208.0MXmin11623.44-6732.66-319.86740.2MYmax11623.44162.3-319.8358.7MYmin13498.22194.8-383.8430.4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)4.000Nmax10983.99179.5-290.8341.7Nmin9446.3147.6-290.8326.0MXmax10002.33371.1-290.8471.4MXmin9446.3-980.3-290.81022.5MYmax9446.3147.6-290.8326.0MYmin9446.3147.6-290.8326.03.000Nmax11178.88179.5-290.8341.7Nmin9641.2147.6-290.8326.0MXmax10197.22371.1-290.8471.4MXmin9641.2-1115.33-290.81152.6MYmax9641.2147.6-290.8326.0MYmin9641.2147.6-290.8326.02.000Nmax11373.77179.5-290.8341.7Nmin9836.1147.6-290.8326.0MXmax10392.11371.1-290.8471.4MXmin9836.1-1250.33-290.81283.7MYmax9836.1147.6-290.8326.0MYmin9836.1147.6-290.8326.01.000Nmax11568.66179.5-290.8341.7Nmin10031.00147.6-290.8326.0MXmax10587.00371.1-290.8471.4MXmin10031.00-1385.33-290.81415.5MYmax10031.00147.6-290.8326.0MYmin10031.00147.6-290.8326.00.000Nmax11763.55179.5-290.8341.7Nmin10225.99147.6-290.8326.0MXmax10781.88371.1-290.8471.4MXmin10225.99-1520.33-290.81547.9MYmax10225.99147.6-290.8326.0MYmin10225.99147.6-290.8326.0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)4.000Nmax12137.11203.4-290.8354.8Nmin9446.3147.6-290.8326.0MXmax10419.22538.8-290.8612.2MXmin9446.3-1471.99-290.81500.3MYmax9446.3147.6-290.8326.0MYmin9446.3147.6-290.8326.03.000Nmax12332.00203.4-290.8354.8Nmin9641.2147.6-290.8326.0MXmax10614.11538.8-290.8612.2MXmin9641.2-1606.99-290.81633.0MYmax9641.2147.6-290.8326.0MYmin9641.2147.6-290.8326.02.000Nmax12526.99203.4-290.8354.8Nmin9836.1147.6-290.8326.0MXmax10809.00538.8-290.8612.2MXmin9836.1-1741.99-290.81766.0MYmax9836.1147.6-290.8326.0MYmin9836.1147.6-290.8326.01.000Nmax12721.88203.4-290.8354.8Nmin10031.00147.6-290.8326.0MXmax11003.99538.8-290.8612.2MXmin10031.00-1876.99-290.81899.3MYmax10031.00147.6-290.8326.0MYmin10031.00147.6-290.8326.00.000Nmax12916.77203.4-290.8354.8Nmin10225.99147.6-290.8326.0MXmax11198.88538.8-290.8612.2MXmin10225.99-2011.99-290.82032.8MYmax10225.99147.6-290.8326.0MYmin10225.99147.6-290.8326.0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)截面抗压承载力验算截面位置z(m)工况Nux(kN))Nuy(kN))Nu0(kN))截面强度NR(kNγ0是否满足4.000Nmax133493..2132131..5122833..6144547..526084.55是Nmin133493..2132482..3122833..6144967..410391.00是MXmax133493..2118557..7122833..6128458..117391.99是MXmin133493..272670.77122833..676274.0010594.33是MYmax133493..2132490..0122833..6144976..710594.33是MYmin133493..2132482..3122833..6144967..412469.22是3.000Nmax133493..2132154..7122833..6144575..226341.88是Nmin133493..2132490..0122833..6144976..710605.44是MXmax133493..2118783..7122833..6128723..517649.22是MXmin133493..272697.55122833..676303.6610851.66是MYmax133493..2132490..0122833..6144976..710851.66是MYmin133493..2132490..0122833..6144976..712726.44是2.000Nmax133493..2132175..9122833..6144600..626599.11是Nmin133493..2132490..0122833..6144976..710819.77是MXmax133493..2119009..6122833..6128988..817906.44是MXmin133493..272724.44122833..676333.1111108.99是MYmax133493..2132490..0122833..6144976..711108.99是MYmin133493..2132490..0122833..6144976..712983.77是1.000Nmax133493..2132199..1122833..6144628..326856.33是Nmin133493..2132490..0122833..6144976..711034.11是MXmax133493..2119222..8122833..6129239..318163.77是MXmin133493..272745.88122833..676356.7711366.11是MYmax133493..2132490..0122833..6144976..711366.11是MYmin133493..2132490..0122833..6144976..713241.00是0.000Nmax133493..2132220..3122833..6144653..727113.66是Nmin133493..2132490..0122833..6144976..711248.55是MXmax133493..2119431..7122833..6129484..818421.00是MXmin133493..272767.33122833..676380.4411623.44是MYmax133493..2132490..0122833..6144976..711623.44是MYmin133493..2132490..0122833..6144976..713498.22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4.000Nmax12137.11203.40.000.20是Nmin9446.3147.60.000.20是MXmax10419.22538.80.000.20是MXmin9446.3-1471.990.000.20是3.000Nmax12332.00203.40.000.20是Nmin9641.2147.60.000.20是MXmax10614.11538.80.000.20是MXmin9641.2-1606.990.000.20是2.000Nmax12526.99203.40.000.20是Nmin9836.1147.60.000.20是MXmax10809.00538.80.000.20是MXmin9836.1-1741.990.000.20是1.000Nmax12721.88203.40.000.20是Nmin10031.00147.60.000.20是MXmax11003.99538.80.000.20是MXmin10031.00-1876.990.000.20是0.000Nmax12916.77203.40.000.20是Nmin10225.99147.60.000.20是MXmax11198.88538.80.000.20是MXmin10225.99-2011.990.000.20是持久状况正常使用极限状态横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4.000Nmax12137.11-290.80.000.20是Nmin9446.3-290.80.000.20是MYmax9446.3-290.80.000.20是MYmin9446.3-290.80.000.20是3.000Nmax12332.00-290.80.000.20是Nmin9641.2-290.80.000.20是MYmax9641.2-290.80.000.20是MYmin9641.2-290.80.000.20是2.000Nmax12526.99-290.80.000.20是Nmin9836.1-290.80.000.20是MYmax9836.1-290.80.000.20是MYmin9836.1-290.80.000.20是1.000Nmax12721.88-290.80.000.20是Nmin10031.00-290.80.000.20是MYmax10031.00-290.80.000.20是MYmin10031.00-290.80.000.20是0.000Nmax12916.77-290.80.000.20是Nmin10225.99-290.80.000.20是MYmax10225.99-290.80.000.20是MYmin10225.99-290.80.000.20是基础计算荷载分析集中荷载集中荷载汇总表荷载名称荷载类型荷载位置(m))集