新路線新墩##新墩一九

新墩5##11墩計(jì)算書編制人：審核人：編制日期：計(jì)算資料結(jié)構(gòu)信息幾何尺寸計(jì)算參數(shù)計(jì)算參數(shù)橋墩材料類型C30橋墩材料容重(kN/24橋墩總體積(m304.17橋墩重(kN))7300.166基礎(chǔ)類型承臺(tái)計(jì)算長(zhǎng)度(m))30.010墩頂水平抗推剛剛度(kNN/m)233965荷載信息上部結(jié)構(gòu)永久作用上部結(jié)構(gòu)恒載支座號(hào)豎向力(kN))12765.00022765.00032568.80042568.800可變作用可變作用信息活載加載方式橫向分布影響面面方式汽車等級(jí)公路一級(jí)車道數(shù)4汽車沖擊系數(shù)1.2人群集度0.0人行道總寬(mm)0.0制動(dòng)力(kN))442.20制動(dòng)力作用標(biāo)高高(m)35.742溫度力(kN))20.00溫度力作用標(biāo)高高(m)35.742摩阻力向(kNN)20.00摩阻力作用標(biāo)高高(m)35.742橋墩計(jì)算單項(xiàng)荷載效應(yīng)匯總墩柱自重恒載荷載內(nèi)力效應(yīng)截面位置z(m)N(kN)QX(kN)QY(kN)MX(kN?m)MY(kN?m)32.3171631.30.00.00.00.031.3172111.10.00.00.00.030.3172590.80.00.00.00.029.3173070.60.00.00.00.028.3173550.40.00.00.00.027.3174030.20.00.00.00.026.3174510.00.00.00.00.025.3174989.70.00.00.00.024.3175469.50.00.00.00.023.3175949.30.00.00.00.022.3176429.10.00.00.00.021.3176908.80.00.00.00.020.5007300.80.00.00.00.0上部恒載內(nèi)力荷載內(nèi)力效應(yīng)截面位置z(m)N(kN)QX(kN)QY(kN)MX(kN?m)MY(kN?m)32.31710667.660.00.0-176.60.031.31710667.660.00.0-176.60.030.31710667.660.00.0-176.60.029.31710667.660.00.0-176.60.028.31710667.660.00.0-176.60.027.31710667.660.00.0-176.60.026.31710667.660.00.0-176.60.025.31710667.660.00.0-176.60.024.31710667.660.00.0-176.60.023.31710667.660.00.0-176.60.022.31710667.660.00.0-176.60.021.31710667.660.00.0-176.60.020.50010667.660.00.0-176.60.0汽車荷載MXmax荷載內(nèi)力效應(yīng)截面位置z(m)N(kN)QX(kN)QY(kN)MX(kN?m)MY(kN?m)32.3172859.40.00.01002.70.031.3172859.40.00.01002.70.030.3172859.40.00.01002.70.029.3172859.40.00.01002.70.028.3172859.40.00.01002.70.027.3172859.40.00.01002.70.026.3172859.40.00.01002.70.025.3172859.40.00.01002.70.024.3172859.40.00.01002.70.023.3172859.40.00.01002.70.022.3172859.40.00.01002.70.021.3172859.40.00.01002.70.020.5002859.40.00.01002.70.0汽車荷載MXmin荷載內(nèi)力效應(yīng)截面位置z(m)N(kN)QX(kN)QY(kN)MX(kN?m)MY(kN?m)32.3170.00.00.0-2947.330.031.3170.00.00.0-2947.330.030.3170.00.00.0-2947.330.029.3170.00.00.0-2947.330.028.3170.00.00.0-2947.330.027.3170.00.00.0-2947.330.026.3170.00.00.0-2947.330.025.3170.00.00.0-2947.330.024.3170.00.00.0-2947.330.023.3170.00.00.0-2947.330.022.3170.00.00.0-2947.330.021.3170.00.00.0-2947.330.020.5000.00.00.0-2947.330.0汽車荷載MYmax荷載內(nèi)力效應(yīng)截面位置z(m)N(kN)QX(kN)QY(kN)MX(kN?m)MY(kN?m)32.3170.00.00.00.00.031.3170.00.00.00.00.030.3170.00.00.00.00.029.3170.00.00.00.00.028.3170.00.00.00.00.027.3170.00.00.00.00.026.3170.00.00.00.00.025.3170.00.00.00.00.024.3170.00.00.00.00.023.3170.00.00.00.00.022.3170.00.00.00.00.021.3170.00.00.00.00.020.5000.00.00.00.00.0汽車荷載MYmin荷載內(nèi)力效應(yīng)截面位置z(m)N(kN)QX(kN)QY(kN)MX(kN?m)MY(kN?m)32.3170.00.00.00.00.031.3170.00.00.00.00.030.3170.00.00.00.00.029.3170.00.00.00.00.028.3170.00.00.00.00.027.3170.00.00.00.00.026.3170.00.00.00.00.025.3170.00.00.00.00.024.3170.00.00.00.00.023.3170.00.00.00.00.022.3170.00.00.00.00.021.3170.00.00.00.00.020.5000.00.00.00.00.0汽車荷載Nmax荷載內(nèi)力效應(yīng)截面位置z(m)N(kN)QX(kN)QY(kN)MX(kN?m)MY(kN?m)32.3177683.40.00.0154.50.031.3177683.40.00.0154.50.030.3177683.40.00.0154.50.029.3177683.40.00.0154.50.028.3177683.40.00.0154.50.027.3177683.40.00.0154.50.026.3177683.40.00.0154.50.025.3177683.40.00.0154.50.024.3177683.40.00.0154.50.023.3177683.40.00.0154.50.022.3177683.40.00.0154.50.021.3177683.40.00.0154.50.020.5007683.40.00.0154.50.0汽車荷載Nmin荷載內(nèi)力效應(yīng)截面位置z(m)N(kN)QX(kN)QY(kN)MX(kN?m)MY(kN?m)32.3170.00.00.00.00.031.3170.00.00.00.00.030.3170.00.00.00.00.029.3170.00.00.00.00.028.3170.00.00.00.00.027.3170.00.00.00.00.026.3170.00.00.00.00.025.3170.00.00.00.00.024.3170.00.00.00.00.023.3170.00.00.00.00.022.3170.00.00.00.00.021.3170.00.00.00.00.020.5000.00.00.00.00.0人群荷載MXmax荷載內(nèi)力效應(yīng)截面位置z(m)N(kN)QX(kN)QY(kN)MX(kN?m)MY(kN?m)32.3170.00.00.00.00.031.3170.00.00.00.00.030.3170.00.00.00.00.029.3170.00.00.00.00.028.3170.00.00.00.00.027.3170.00.00.00.00.026.3170.00.00.00.00.025.3170.00.00.00.00.024.3170.00.00.00.00.023.3170.00.00.00.00.022.3170.00.00.00.00.021.3170.00.00.00.00.020.5000.00.00.00.00.0人群荷載MXmin荷載內(nèi)力效應(yīng)截面位置z(m)N(kN)QX(kN)QY(kN)MX(kN?m)MY(kN?m)32.3170.00.00.00.00.031.3170.00.00.00.00.030.3170.00.00.00.00.029.3170.00.00.00.00.028.3170.00.00.00.00.027.3170.00.00.00.00.026.3170.00.00.00.00.025.3170.00.00.00.00.024.3170.00.00.00.00.023.3170.00.00.00.00.022.3170.00.00.00.00.021.3170.00.00.00.00.020.5000.00.00.00.00.0人群荷載MYmax荷載內(nèi)力效應(yīng)截面位置z(m)N(kN)QX(kN)QY(kN)MX(kN?m)MY(kN?m)32.3170.00.00.00.00.031.3170.00.00.00.00.030.3170.00.00.00.00.029.3170.00.00.00.00.028.3170.00.00.00.00.027.3170.00.00.00.00.026.3170.00.00.00.00.025.3170.00.00.00.00.024.3170.00.00.00.00.023.3170.00.00.00.00.022.3170.00.00.00.00.021.3170.00.00.00.00.020.5000.00.00.00.00.0人群荷載MYmin荷載內(nèi)力效應(yīng)截面位置z(m)N(kN)QX(kN)QY(kN)MX(kN?m)MY(kN?m)32.3170.00.00.00.00.031.3170.00.00.00.00.030.3170.00.00.00.00.029.3170.00.00.00.00.028.3170.00.00.00.00.027.3170.00.00.00.00.026.3170.00.00.00.00.025.3170.00.00.00.00.024.3170.00.00.00.00.023.3170.00.00.00.00.022.3170.00.00.00.00.021.3170.00.00.00.00.020.5000.00.00.00.00.0人群荷載Nmax荷載內(nèi)力效應(yīng)截面位置z(m)N(kN)QX(kN)QY(kN)MX(kN?m)MY(kN?m)32.3170.00.00.00.00.031.3170.00.00.00.00.030.3170.00.00.00.00.029.3170.00.00.00.00.028.3170.00.00.00.00.027.3170.00.00.00.00.026.3170.00.00.00.00.025.3170.00.00.00.00.024.3170.00.00.00.00.023.3170.00.00.00.00.022.3170.00.00.00.00.021.3170.00.00.00.00.020.5000.00.00.00.00.0人群荷載Nmin荷載內(nèi)力效應(yīng)截面位置z(m)N(kN)QX(kN)QY(kN)MX(kN?m)MY(kN?m)32.3170.00.00.00.00.031.3170.00.00.00.00.030.3170.00.00.00.00.029.3170.00.00.00.00.028.3170.00.00.00.00.027.3170.00.00.00.00.026.3170.00.00.00.00.025.3170.00.00.00.00.024.3170.00.00.00.00.023.3170.00.00.00.00.022.3170.00.00.00.00.021.3170.00.00.00.00.020.5000.00.00.00.00.0汽車制動(dòng)力荷載內(nèi)力效應(yīng)截面位置z(m)N(kN)QX(kN)QY(kN)MX(kN?m)MY(kN?m)32.3170.0-0.0442.2-1514.550.031.3170.0-0.0442.2-1956.770.030.3170.0-0.0442.2-2398.990.029.3170.0-0.0442.2-2841.110.028.3170.0-0.0442.2-3283.330.027.3170.0-0.0442.2-3725.550.026.3170.0-0.0442.2-4167.770.025.3170.0-0.0442.2-4609.990.024.3170.0-0.0442.2-5052.110.023.3170.0-0.0442.2-5494.330.022.3170.0-0.0442.2-5936.550.021.3170.0-0.0442.2-6378.770.020.5000.0-0.0442.2-6740.000.0溫度力荷載內(nèi)力效應(yīng)截面位置z(m)N(kN)QX(kN)QY(kN)MX(kN?m)MY(kN?m)32.3170.0-0.020.0-68.50.031.3170.0-0.020.0-88.50.030.3170.0-0.020.0-108.50.029.3170.0-0.020.0-128.50.028.3170.0-0.020.0-148.50.027.3170.0-0.020.0-168.50.026.3170.0-0.020.0-188.50.025.3170.0-0.020.0-208.50.024.3170.0-0.020.0-228.50.023.3170.0-0.020.0-248.50.022.3170.0-0.020.0-268.50.021.3170.0-0.020.0-288.50.020.5000.0-0.020.0-304.80.0支座摩阻力荷載內(nèi)力效應(yīng)截面位置z(m)N(kN)QX(kN)QY(kN)MX(kN?m)MY(kN?m)32.3170.0-0.020.0-68.50.031.3170.0-0.020.0-88.50.030.3170.0-0.020.0-108.50.029.3170.0-0.020.0-128.50.028.3170.0-0.020.0-148.50.027.3170.0-0.020.0-168.50.026.3170.0-0.020.0-188.50.025.3170.0-0.020.0-208.50.024.3170.0-0.020.0-228.50.023.3170.0-0.020.0-248.50.022.3170.0-0.020.0-268.50.021.3170.0-0.020.0-288.50.020.5000.0-0.020.0-304.80.0組合作用計(jì)算承載能力極限狀態(tài)(基本組合)截面內(nèi)力設(shè)計(jì)值組合截面位置z(mm)工況N(kN)MX(kN?m)MY(kN?m)M(kN?m)32.317Nmax42266.11290.50.0290.5Nmin13528.88-194.20.0194.2MXmax23575.223202.90.03202.9MXmin16234.55-11924..90.011924.99MYmax16234.55-233.10.0233.1MYmin16234.55-233.10.0233.131.317Nmax42899.44290.50.0290.5Nmin14056.55-194.20.0194.2MXmax24208.553202.90.03202.9MXmin16867.88-12423..20.012423.22MYmax16867.88-233.10.0233.1MYmin16867.88-233.10.0233.130.317Nmax43532.77290.50.0290.5Nmin14584.33-194.20.0194.2MXmax24841.883202.90.03202.9MXmin17501.22-12921..40.012921.44MYmax17501.22-233.10.0233.1MYmin17501.22-233.10.0233.129.317Nmax44166.00290.50.0290.5Nmin15112.00-194.20.0194.2MXmax25475.113202.90.03202.9MXmin18134.55-13419..70.013419.77MYmax18134.55-233.10.0233.1MYmin18134.55-233.10.0233.128.317Nmax44799.33290.50.0290.5Nmin15639.88-194.20.0194.2MXmax26108.443202.90.03202.9MXmin18767.88-13917..90.013917.99MYmax18767.88-233.10.0233.1MYmin18767.88-233.10.0233.127.317Nmax45432.66290.50.0290.5Nmin16167.66-194.20.0194.2MXmax26741.773202.90.03202.9MXmin19401.11-14416..20.014416.22MYmax19401.11-233.10.0233.1MYmin19401.11-233.10.0233.126.317Nmax46065.99290.50.0290.5Nmin16695.33-194.20.0194.2MXmax27375.003202.90.03202.9MXmin20034.44-14914..40.014914.44MYmax20034.44-233.10.0233.1MYmin20034.44-233.10.0233.125.317Nmax46699.22290.50.0290.5Nmin17223.11-194.20.0194.2MXmax28008.333202.90.03202.9MXmin20667.77-15412..70.015412.77MYmax20667.77-233.10.0233.1MYmin20667.77-233.10.0233.124.317Nmax47332.55290.50.0290.5Nmin17750.88-194.20.0194.2MXmax28641.773202.90.03202.9MXmin21301.00-15910..90.015910.99MYmax21301.00-233.10.0233.1MYmin21301.00-233.10.0233.123.317Nmax47965.88290.50.0290.5Nmin18278.66-194.20.0194.2MXmax29275.003202.90.03202.9MXmin21934.33-16409..20.016409.22MYmax21934.33-233.10.0233.1MYmin21934.33-233.10.0233.122.317Nmax48599.11290.50.0290.5Nmin18806.33-194.20.0194.2MXmax29908.333202.90.03202.9MXmin22567.66-16907..40.016907.44MYmax22567.66-233.10.0233.1MYmin22567.66-233.10.0233.121.317Nmax49232.44290.50.0290.5Nmin19334.11-194.20.0194.2MXmax30541.663202.90.03202.9MXmin23200.99-17405..70.017405.77MYmax23200.99-233.10.0233.1MYmin23200.99-233.10.0233.120.500Nmax49749.88290.50.0290.5Nmin19765.33-194.20.0194.2MXmax31059.003202.90.03202.9MXmin23718.33-17931..00.017931.00MYmax23718.33-233.10.0233.1MYmin23718.33-233.10.0233.1持久狀況正常使用極限狀態(tài)長(zhǎng)期效應(yīng)組合內(nèi)力截面位置z(mm)工況N(kN)MX(kN?m)MY(kN?m)M(kN?m)32.317Nmax15372.33-114.80.0114.8Nmin12298.99-176.60.0176.6MXmax13442.66224.50.0224.5MXmin12298.99-2938.550.02938.5MYmax12298.99-176.60.0176.6MYmin12298.99-176.60.0176.631.317Nmax15852.11-114.80.0114.8Nmin12778.77-176.60.0176.6MXmax13922.44224.50.0224.5MXmin12778.77-3400.770.03400.7MYmax12778.77-176.60.0176.6MYmin12778.77-176.60.0176.630.317Nmax16331.88-114.80.0114.8Nmin13258.44-176.60.0176.6MXmax14402.22224.50.0224.5MXmin13258.44-3862.990.03862.9MYmax13258.44-176.60.0176.6MYmin13258.44-176.60.0176.629.317Nmax16811.66-114.80.0114.8Nmin13738.22-176.60.0176.6MXmax14882.00224.50.0224.5MXmin13738.22-4325.110.04325.1MYmax13738.22-176.60.0176.6MYmin13738.22-176.60.0176.628.317Nmax17291.44-114.80.0114.8Nmin14218.00-176.60.0176.6MXmax15361.77224.50.0224.5MXmin14218.00-4787.330.04787.3MYmax14218.00-176.60.0176.6MYmin14218.00-176.60.0176.627.317Nmax17771.22-114.80.0114.8Nmin14697.88-176.60.0176.6MXmax15841.55224.50.0224.5MXmin14697.88-5249.550.05249.5MYmax14697.88-176.60.0176.6MYmin14697.88-176.60.0176.626.317Nmax18250.99-114.80.0114.8Nmin15177.66-176.60.0176.6MXmax16321.33224.50.0224.5MXmin15177.66-5711.770.05711.7MYmax15177.66-176.60.0176.6MYmin15177.66-176.60.0176.625.317Nmax18730.77-114.80.0114.8Nmin15657.33-176.60.0176.6MXmax16801.11224.50.0224.5MXmin15657.33-6173.990.06173.9MYmax15657.33-176.60.0176.6MYmin15657.33-176.60.0176.624.317Nmax19210.55-114.80.0114.8Nmin16137.11-176.60.0176.6MXmax17280.99224.50.0224.5MXmin16137.11-6636.110.06636.1MYmax16137.11-176.60.0176.6MYmin16137.11-176.60.0176.623.317Nmax19690.33-114.80.0114.8Nmin16616.99-176.60.0176.6MXmax17760.66224.50.0224.5MXmin16616.99-7098.330.07098.3MYmax16616.99-176.60.0176.6MYmin16616.99-176.60.0176.622.317Nmax20170.00-114.80.0114.8Nmin17096.77-176.60.0176.6MXmax18240.44224.50.0224.5MXmin17096.77-7560.550.07560.5MYmax17096.77-176.60.0176.6MYmin17096.77-176.60.0176.621.317Nmax20649.88-114.80.0114.8Nmin17576.44-176.60.0176.6MXmax18720.22224.50.0224.5MXmin17576.44-8022.770.08022.7MYmax17576.44-176.60.0176.6MYmin17576.44-176.60.0176.620.500Nmax21041.88-114.80.0114.8Nmin17968.44-176.60.0176.6MXmax19112.22224.50.0224.5MXmin17968.44-8400.330.08400.3MYmax17968.44-176.60.0176.6MYmin17968.44-176.60.0176.6持久狀況正常使用極限狀態(tài)短期效應(yīng)組合內(nèi)力截面位置z(mm)工況N(kN)MX(kN?m)MY(kN?m)M(kN?m)32.317Nmax17677.33-68.40.068.4Nmin12298.99-176.60.0176.6MXmax14300.55525.30.0525.3MXmin12298.99-3822.770.03822.7MYmax12298.99-176.60.0176.6MYmin12298.99-176.60.0176.631.317Nmax18157.11-68.40.068.4Nmin12778.77-176.60.0176.6MXmax14780.22525.30.0525.3MXmin12778.77-4284.990.04284.9MYmax12778.77-176.60.0176.6MYmin12778.77-176.60.0176.630.317Nmax18636.99-68.40.068.4Nmin13258.44-176.60.0176.6MXmax15260.00525.30.0525.3MXmin13258.44-4747.110.04747.1MYmax13258.44-176.60.0176.6MYmin13258.44-176.60.0176.629.317Nmax19116.66-68.40.068.4Nmin13738.22-176.60.0176.6MXmax15739.88525.30.0525.3MXmin13738.22-5209.330.05209.3MYmax13738.22-176.60.0176.6MYmin13738.22-176.60.0176.628.317Nmax19596.44-68.40.068.4Nmin14218.00-176.60.0176.6MXmax16219.66525.30.0525.3MXmin14218.00-5671.550.05671.5MYmax14218.00-176.60.0176.6MYmin14218.00-176.60.0176.627.317Nmax20076.22-68.40.068.4Nmin14697.88-176.60.0176.6MXmax16699.33525.30.0525.3MXmin14697.88-6133.770.06133.7MYmax14697.88-176.60.0176.6MYmin14697.88-176.60.0176.626.317Nmax20556.00-68.40.068.4Nmin15177.66-176.60.0176.6MXmax17179.11525.30.0525.3MXmin15177.66-6595.990.06595.9MYmax15177.66-176.60.0176.6MYmin15177.66-176.60.0176.625.317Nmax21035.77-68.40.068.4Nmin15657.33-176.60.0176.6MXmax17658.99525.30.0525.3MXmin15657.33-7058.110.07058.1MYmax15657.33-176.60.0176.6MYmin15657.33-176.60.0176.624.317Nmax21515.55-68.40.068.4Nmin16137.11-176.60.0176.6MXmax18138.77525.30.0525.3MXmin16137.11-7520.330.07520.3MYmax16137.11-176.60.0176.6MYmin16137.11-176.60.0176.623.317Nmax21995.33-68.40.068.4Nmin16616.99-176.60.0176.6MXmax18618.44525.30.0525.3MXmin16616.99-7982.550.07982.5MYmax16616.99-176.60.0176.6MYmin16616.99-176.60.0176.622.317Nmax22475.11-68.40.068.4Nmin17096.77-176.60.0176.6MXmax19098.22525.30.0525.3MXmin17096.77-8444.770.08444.7MYmax17096.77-176.60.0176.6MYmin17096.77-176.60.0176.621.317Nmax22954.99-68.40.068.4Nmin17576.44-176.60.0176.6MXmax19578.00525.30.0525.3MXmin17576.44-8906.990.08906.9MYmax17576.44-176.60.0176.6MYmin17576.44-176.60.0176.620.500Nmax23346.88-68.40.068.4Nmin17968.44-176.60.0176.6MXmax19970.00525.30.0525.3MXmin17968.44-9284.550.09284.5MYmax17968.44-176.60.0176.6MYmin17968.44-176.60.0176.6承載力驗(yàn)算截面抗壓承載力驗(yàn)算承載能力極限狀態(tài)(基本組合)截面平面內(nèi)抗壓承載力驗(yàn)算截面位置z(mm)工況設(shè)計(jì)軸力γ0Nd設(shè)計(jì)彎矩γ0Md截面強(qiáng)度NR(kN承載力是否滿足32.317Nmax42266.11290.5294552..8是Nmin13528.88-194.2291973..4是MXmax23575.223202.9251264..9是MXmin16234.55-11924..9109643..4是31.317Nmax42899.44290.5294589..4是Nmin14056.55-194.2292161..2是MXmax24208.553202.9252408..6是MXmin16867.88-12423..2109443..6是30.317Nmax43532.77290.5294626..9是Nmin14584.33-194.2292338..7是MXmax24841.883202.9253511..6是MXmin17501.22-12921..4109216..4是29.317Nmax44166.00290.5294664..5是Nmin15112.00-194.2292498..1是MXmax25475.113202.9254554..3是MXmin18134.55-13419..7108980..9是28.317Nmax44799.33290.5294702..0是Nmin15639.88-194.2292648..0是MXmax26108.443202.9255536..9是MXmin18767.88-13917..9108764..9是27.317Nmax45432.66290.5294719..8是Nmin16167.66-194.2292788..5是MXmax26741.773202.9256498..9是MXmin19401.11-14416..2108566..9是26.317Nmax46065.99290.5294757..3是Nmin16695.33-194.2292910..1是MXmax27375.003202.9257401..1是MXmin20034.44-14914..4108377..8是25.317Nmax46699.22290.5294785..5是Nmin17223.11-194.2293041..0是MXmax28008.333202.9258263..3是MXmin20667.77-15412..7108197..7是24.317Nmax47332.55290.5294813..7是Nmin17750.88-194.2293153..1是MXmax28641.773202.9259105..2是MXmin21301.00-15910..9108035..6是23.317Nmax47965.88290.5294841..8是Nmin18278.66-194.2293265..2是MXmax29275.003202.9259887..7是MXmin21934.33-16409..2107882..4是22.317Nmax48599.11290.5294869..0是Nmin18806.33-194.2293368..7是MXmax29908.333202.9260650..0是MXmin22567.66-16907..4107729..2是21.317Nmax49232.44290.5294887..7是Nmin19334.11-194.2293471..3是MXmax30541.663202.9261392..2是MXmin23200.99-17405..7107594..1是20.500Nmax49749.88290.5294925..3是Nmin19765.33-194.2293545..7是MXmax31059.003202.9261968..1是MXmin23718.33-17931..0106818..6是承載能力極限狀態(tài)(基本組合)截面平面外抗壓承載力驗(yàn)算截面位置z(mm)工況設(shè)計(jì)軸力γ0Nd截面強(qiáng)度NR(kN承載力是否滿足足32.317Nmax42266.11262200..4是Nmin13528.88262200..4是31.317Nmax42899.44262200..4是Nmin14056.55262200..4是30.317Nmax43532.77262200..4是Nmin14584.33262200..4是29.317Nmax44166.00262200..4是Nmin15112.00262200..4是28.317Nmax44799.33262200..4是Nmin15639.88262200..4是27.317Nmax45432.66262200..4是Nmin16167.66262200..4是26.317Nmax46065.99262200..4是Nmin16695.33262200..4是25.317Nmax46699.22262200..4是Nmin17223.11262200..4是24.317Nmax47332.55262200..4是Nmin17750.88262200..4是23.317Nmax47965.88262200..4是Nmin18278.66262200..4是22.317Nmax48599.11262200..4是Nmin18806.33262200..4是21.317Nmax49232.44262200..4是Nmin19334.11262200..4是20.500Nmax49749.88262200..4是Nmin19765.33262200..4是裂縫寬度驗(yàn)算持久狀況正常使用極限狀態(tài)順橋向裂縫寬度驗(yàn)算截面位置z(m)工況軸力N彎矩M最大裂縫寬度W裂縫寬度限值W是否滿足32.317Nmax17677.33-68.40.000.20是Nmin12298.99-176.60.000.20是MXmax14300.55525.30.000.20是MXmin12298.99-3822.770.000.20是31.317Nmax18157.11-68.40.000.20是Nmin12778.77-176.60.000.20是MXmax14780.22525.30.000.20是MXmin12778.77-4284.990.000.20是30.317Nmax18636.99-68.40.000.20是Nmin13258.44-176.60.000.20是MXmax15260.00525.30.000.20是MXmin13258.44-4747.110.000.20是29.317Nmax19116.66-68.40.000.20是Nmin13738.22-176.60.000.20是MXmax15739.88525.30.000.20是MXmin13738.22-5209.330.000.20是28.317Nmax19596.44-68.40.000.20是Nmin14218.00-176.60.000.20是MXmax16219.66525.30.000.20是MXmin14218.00-5671.550.020.20是27.317Nmax20076.22-68.40.000.20是Nmin14697.88-176.60.000.20是MXmax16699.33525.30.000.20是MXmin14697.88-6133.770.030.20是26.317Nmax20556.00-68.40.000.