新路線新墩ZZ##新墩ZZ七

新墩ZZ5--##2墩計算書編制人：審核人：編制日期：計算資料結(jié)構(gòu)信息幾何尺寸計算參數(shù)計算參數(shù)橋墩材料類型C30橋墩材料容重(kN/24橋墩總體積(m49.55橋墩重(kN))1189.200基礎(chǔ)類型承臺計算長度(m))20.600墩頂水平抗推剛剛度(kNN/m)170879荷載信息上部結(jié)構(gòu)永久作用上部結(jié)構(gòu)恒載支座號豎向力(kN))13442.00023382.00034218.00044144.000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公路一級車道數(shù)5汽車沖擊系數(shù)1.3人群集度0.0人行道總寬(mm)0.0制動力(kN))133.00制動力作用標(biāo)高高(m)10.500溫度力(kN))20.00溫度力作用標(biāo)高高(m)10.500摩阻力向(kNN)20.00摩阻力作用標(biāo)高高(m)10.500橋墩計算單項荷載效應(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)10.2802.30.00.00.00.09.300115.50.00.00.00.08.300230.90.00.00.00.07.300346.40.00.00.00.06.300461.80.00.00.00.05.300577.30.00.00.00.04.300692.70.00.00.00.03.300808.20.00.00.00.02.300923.70.00.00.00.01.3001039.10.00.00.00.00.3001154.60.00.00.00.00.0001189.20.00.00.00.0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)10.2806824.00.00.0-30.00.09.3006824.00.00.0-30.00.08.3006824.00.00.0-30.00.07.3006824.00.00.0-30.00.06.3006824.00.00.0-30.00.05.3006824.00.00.0-30.00.04.3006824.00.00.0-30.00.03.3006824.00.00.0-30.00.02.3006824.00.00.0-30.00.01.3006824.00.00.0-30.00.00.3006824.00.00.0-30.00.00.0006824.00.00.0-30.00.0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)10.2802015.10.00.0769.60.09.3002015.10.00.0769.60.08.3002015.10.00.0769.60.07.3002015.10.00.0769.60.06.3002015.10.00.0769.60.05.3002015.10.00.0769.60.04.3002015.10.00.0769.60.03.3002015.10.00.0769.60.02.3002015.10.00.0769.60.01.3002015.10.00.0769.60.00.3002015.10.00.0769.60.00.0002015.10.00.0769.60.0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)10.2800.00.00.0-2865.660.09.3000.00.00.0-2865.660.08.3000.00.00.0-2865.660.07.3000.00.00.0-2865.660.06.3000.00.00.0-2865.660.05.3000.00.00.0-2865.660.04.3000.00.00.0-2865.660.03.3000.00.00.0-2865.660.02.3000.00.00.0-2865.660.01.3000.00.00.0-2865.660.00.3000.00.00.0-2865.660.00.0000.00.00.0-2865.660.0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)10.2800.00.00.00.00.09.3000.00.00.00.00.08.3000.00.00.00.00.07.3000.00.00.00.00.06.3000.00.00.00.00.05.3000.00.00.00.00.04.3000.00.00.00.00.03.3000.00.00.00.00.02.3000.00.00.00.00.01.3000.00.00.00.00.00.3000.00.00.00.00.00.0000.00.00.00.00.0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)10.2800.00.00.00.00.09.3000.00.00.00.00.08.3000.00.00.00.00.07.3000.00.00.00.00.06.3000.00.00.00.00.05.3000.00.00.00.00.04.3000.00.00.00.00.03.3000.00.00.00.00.02.3000.00.00.00.00.01.3000.00.00.00.00.00.3000.00.00.00.00.00.0000.00.00.00.00.0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)10.2806533.60.00.0114.30.09.3006533.60.00.0114.30.08.3006533.60.00.0114.30.07.3006533.60.00.0114.30.06.3006533.60.00.0114.30.05.3006533.60.00.0114.30.04.3006533.60.00.0114.30.03.3006533.60.00.0114.30.02.3006533.60.00.0114.30.01.3006533.60.00.0114.30.00.3006533.60.00.0114.30.00.0006533.60.00.0114.30.0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)10.2800.00.00.00.00.09.3000.00.00.00.00.08.3000.00.00.00.00.07.3000.00.00.00.00.06.3000.00.00.00.00.05.3000.00.00.00.00.04.3000.00.00.00.00.03.3000.00.00.00.00.02.3000.00.00.00.00.01.3000.00.00.00.00.00.3000.00.00.00.00.00.0000.00.00.00.00.0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)10.2800.00.00.00.00.09.3000.00.00.00.00.08.3000.00.00.00.00.07.3000.00.00.00.00.06.3000.00.00.00.00.05.3000.00.00.00.00.04.3000.00.00.00.00.03.3000.00.00.00.00.02.3000.00.00.00.00.01.3000.00.00.00.00.00.3000.00.00.00.00.00.0000.00.00.00.00.0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)10.2800.00.00.00.00.09.3000.00.00.00.00.08.3000.00.00.00.00.07.3000.00.00.00.00.06.3000.00.00.00.00.05.3000.00.00.00.00.04.3000.00.00.00.00.03.3000.00.00.00.00.02.3000.00.00.00.00.01.3000.00.00.00.00.00.3000.00.00.00.00.00.0000.00.00.00.00.0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)10.2800.00.00.00.00.09.3000.00.00.00.00.08.3000.00.00.00.00.07.3000.00.00.00.00.06.3000.00.00.00.00.05.3000.00.00.00.00.04.3000.00.00.00.00.03.3000.00.00.00.00.02.3000.00.00.00.00.01.3000.00.00.00.00.00.3000.00.00.00.00.00.0000.00.00.00.00.0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)10.2800.00.00.00.00.09.3000.00.00.00.00.08.3000.00.00.00.00.07.3000.00.00.00.00.06.3000.00.00.00.00.05.3000.00.00.00.00.04.3000.00.00.00.00.03.3000.00.00.00.00.02.3000.00.00.00.00.01.3000.00.00.00.00.00.3000.00.00.00.00.00.0000.00.00.00.00.0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)10.2800.00.00.00.00.09.3000.00.00.00.00.08.3000.00.00.00.00.07.3000.00.00.00.00.06.3000.00.00.00.00.05.3000.00.00.00.00.04.3000.00.00.00.00.03.3000.00.00.00.00.02.3000.00.00.00.00.01.3000.00.00.00.00.00.3000.00.00.00.00.00.0000.00.00.00.00.0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)10.2800.00.00.00.00.09.3000.00.00.00.00.08.3000.00.00.00.00.07.3000.00.00.00.00.06.3000.00.00.00.00.05.3000.00.00.00.00.04.3000.00.00.00.00.03.3000.00.00.00.00.02.3000.00.00.00.00.01.3000.00.00.00.00.00.3000.00.00.00.00.00.0000.00.00.00.00.0汽車制動力荷載內(nèi)力效應(yīng)截面位置z(m)N(kN)QX(kN)QY(kN)MX(kN?m)MY(kN?m)10.2800.0-0.0133.0-29.30.09.3000.0-0.0133.0-159.60.08.3000.0-0.0133.0-292.60.07.3000.0-0.0133.0-425.60.06.3000.0-0.0133.0-558.60.05.3000.0-0.0133.0-691.60.04.3000.0-0.0133.0-824.60.03.3000.0-0.0133.0-957.60.02.3000.0-0.0133.0-1090.660.01.3000.0-0.0133.0-1223.660.00.3000.0-0.0133.0-1356.660.00.0000.0-0.0133.0-1396.550.0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)10.2800.0-0.020.0-4.40.09.3000.0-0.020.0-24.00.08.3000.0-0.020.0-44.00.07.3000.0-0.020.0-64.00.06.3000.0-0.020.0-84.00.05.3000.0-0.020.0-104.00.04.3000.0-0.020.0-124.00.03.3000.0-0.020.0-144.00.02.3000.0-0.020.0-164.00.01.3000.0-0.020.0-184.00.00.3000.0-0.020.0-204.00.00.0000.0-0.020.0-210.00.0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)10.2800.0-0.020.0-4.40.09.3000.0-0.020.0-24.00.08.3000.0-0.020.0-44.00.07.3000.0-0.020.0-64.00.06.3000.0-0.020.0-84.00.05.3000.0-0.020.0-104.00.04.3000.0-0.020.0-124.00.03.3000.0-0.020.0-144.00.02.3000.0-0.020.0-164.00.01.3000.0-0.020.0-184.00.00.3000.0-0.020.0-204.00.00.0000.0-0.020.0-210.00.0組合作用計算承載能力極限狀態(tài)(基本組合)截面內(nèi)力設(shè)計值組合截面位置z(mm)工況N(kN)MX(kN?m)MY(kN?m)M(kN?m)10.280Nmax32152.66365.40.0365.4Nmin7508.9-33.00.033.0MXmax14646.882692.80.02692.8MXmin9010.7-10225..70.010225.77MYmax9010.7-39.60.039.6MYmin9010.7-39.60.039.69.300Nmax32302.00365.40.0365.4Nmin7633.4-33.00.033.0MXmax14796.222692.80.02692.8MXmin9160.1-10387..40.010387.44MYmax9160.1-39.60.039.6MYmin9160.1-39.60.039.68.300Nmax32454.44365.40.0365.4Nmin7760.4-33.00.033.0MXmax14948.662692.80.02692.8MXmin9312.5-10552..30.010552.33MYmax9312.5-39.60.039.6MYmin9312.5-39.60.039.67.300Nmax32606.88365.40.0365.4Nmin7887.4-33.00.033.0MXmax15101.002692.80.02692.8MXmin9464.9-10717..30.010717.33MYmax9464.9-39.60.039.6MYmin9464.9-39.60.039.66.300Nmax32759.22365.40.0365.4Nmin8014.4-33.00.033.0MXmax15253.442692.80.02692.8MXmin9617.3-10882..20.010882.22MYmax9617.3-39.60.039.6MYmin9617.3-39.60.039.65.300Nmax32911.66365.40.0365.4Nmin8141.4-33.00.033.0MXmax15405.882692.80.02692.8MXmin9769.7-11047..10.011047.11MYmax9769.7-39.60.039.6MYmin9769.7-39.60.039.64.300Nmax33064.00365.40.0365.4Nmin8268.4-33.00.033.0MXmax15558.222692.80.02692.8MXmin9922.1-11212..10.011212.11MYmax9922.1-39.60.039.6MYmin9922.1-39.60.039.63.300Nmax33216.44365.40.0365.4Nmin8395.4-33.00.033.0MXmax15710.662692.80.02692.8MXmin10074.55-11377..00.011377.00MYmax10074.55-39.60.039.6MYmin10074.55-39.60.039.62.300Nmax33368.88365.40.0365.4Nmin8522.4-33.00.033.0MXmax15863.002692.80.02692.8MXmin10226.99-11541..90.011541.99MYmax10226.99-39.60.039.6MYmin10226.99-39.60.039.61.300Nmax33521.22365.40.0365.4Nmin8649.4-33.00.033.0MXmax16015.442692.80.02692.8MXmin10379.33-11706..90.011706.99MYmax10379.33-39.60.039.6MYmin10379.33-39.60.039.60.300Nmax33673.66365.40.0365.4Nmin8776.4-33.00.033.0MXmax16167.882692.80.02692.8MXmin10531.77-11871..80.011871.88MYmax10531.77-39.60.039.6MYmin10531.77-39.60.039.60.000Nmax33719.33365.40.0365.4Nmin8814.5-33.00.033.0MXmax16213.552692.80.02692.8MXmin10577.44-11921..30.011921.33MYmax10577.44-39.60.039.6MYmin10577.44-39.60.039.6持久狀況正常使用極限狀態(tài)長期效應(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)10.280Nmax9439.715.70.015.7Nmin6826.3-30.00.030.0MXmax7632.3277.80.0277.8MXmin6826.3-1209.990.01209.9MYmax6826.3-30.00.030.0MYmin6826.3-30.00.030.09.300Nmax9552.915.70.015.7Nmin6939.5-30.00.030.0MXmax7745.5277.80.0277.8MXmin6939.5-1359.880.01359.8MYmax6939.5-30.00.030.0MYmin6939.5-30.00.030.08.300Nmax9668.315.70.015.7Nmin7054.9-30.00.030.0MXmax7860.9277.80.0277.8MXmin7054.9-1512.880.01512.8MYmax7054.9-30.00.030.0MYmin7054.9-30.00.030.07.300Nmax9783.815.70.015.7Nmin7170.4-30.00.030.0MXmax7976.4277.80.0277.8MXmin7170.4-1665.880.01665.8MYmax7170.4-30.00.030.0MYmin7170.4-30.00.030.06.300Nmax9899.315.70.015.7Nmin7285.8-30.00.030.0MXmax8091.9277.80.0277.8MXmin7285.8-1818.880.01818.8MYmax7285.8-30.00.030.0MYmin7285.8-30.00.030.05.300Nmax10014.7715.70.015.7Nmin7401.3-30.00.030.0MXmax8207.3277.80.0277.8MXmin7401.3-1971.880.01971.8MYmax7401.3-30.00.030.0MYmin7401.3-30.00.030.04.300Nmax10130.2215.70.015.7Nmin7516.7-30.00.030.0MXmax8322.8277.80.0277.8MXmin7516.7-2124.880.02124.8MYmax7516.7-30.00.030.0MYmin7516.7-30.00.030.03.300Nmax10245.6615.70.015.7Nmin7632.2-30.00.030.0MXmax8438.2277.80.0277.8MXmin7632.2-2277.880.02277.8MYmax7632.2-30.00.030.0MYmin7632.2-30.00.030.02.300Nmax10361.1115.70.015.7Nmin7747.7-30.00.030.0MXmax8553.7277.80.0277.8MXmin7747.7-2430.880.02430.8MYmax7747.7-30.00.030.0MYmin7747.7-30.00.030.01.300Nmax10476.5515.70.015.7Nmin7863.1-30.00.030.0MXmax8669.1277.80.0277.8MXmin7863.1-2583.880.02583.8MYmax7863.1-30.00.030.0MYmin7863.1-30.00.030.00.300Nmax10592.0015.70.015.7Nmin7978.6-30.00.030.0MXmax8784.6277.80.0277.8MXmin7978.6-2736.880.02736.8MYmax7978.6-30.00.030.0MYmin7978.6-30.00.030.00.000Nmax10626.6615.70.015.7Nmin8013.2-30.00.030.0MXmax8819.2277.80.0277.8MXmin8013.2-2782.770.02782.7MYmax8013.2-30.00.030.0MYmin8013.2-30.00.030.0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)10.280Nmax11399.8850.00.050.0Nmin6826.3-30.00.030.0MXmax8236.9508.70.0508.7MXmin6826.3-2069.660.02069.6MYmax6826.3-30.00.030.0MYmin6826.3-30.00.030.09.300Nmax11513.0050.00.050.0Nmin6939.5-30.00.030.0MXmax8350.0508.70.0508.7MXmin6939.5-2219.550.02219.5MYmax6939.5-30.00.030.0MYmin6939.5-30.00.030.08.300Nmax11628.4450.00.050.0Nmin7054.9-30.00.030.0MXmax8465.5508.70.0508.7MXmin7054.9-2372.550.02372.5MYmax7054.9-30.00.030.0MYmin7054.9-30.00.030.07.300Nmax11743.9950.00.050.0Nmin7170.4-30.00.030.0MXmax8580.9508.70.0508.7MXmin7170.4-2525.550.02525.5MYmax7170.4-30.00.030.0MYmin7170.4-30.00.030.06.300Nmax11859.3350.00.050.0Nmin7285.8-30.00.030.0MXmax8696.4508.70.0508.7MXmin7285.8-2678.550.02678.5MYmax7285.8-30.00.030.0MYmin7285.8-30.00.030.05.300Nmax11974.8850.00.050.0Nmin7401.3-30.00.030.0MXmax8811.8508.70.0508.7MXmin7401.3-2831.550.02831.5MYmax7401.3-30.00.030.0MYmin7401.3-30.00.030.04.300Nmax12090.2250.00.050.0Nmin7516.7-30.00.030.0MXmax8927.3508.70.0508.7MXmin7516.7-2984.550.02984.5MYmax7516.7-30.00.030.0MYmin7516.7-30.00.030.03.300Nmax12205.7750.00.050.0Nmin7632.2-30.00.030.0MXmax9042.7508.70.0508.7MXmin7632.2-3137.550.03137.5MYmax7632.2-30.00.030.0MYmin7632.2-30.00.030.02.300Nmax12321.1150.00.050.0Nmin7747.7-30.00.030.0MXmax9158.2508.70.0508.7MXmin7747.7-3290.550.03290.5MYmax7747.7-30.00.030.0MYmin7747.7-30.00.030.01.300Nmax12436.6650.00.050.0Nmin7863.1-30.00.030.0MXmax9273.7508.70.0508.7MXmin7863.1-3443.550.03443.5MYmax7863.1-30.00.030.0MYmin7863.1-30.00.030.00.300Nmax12552.1150.00.050.0Nmin7978.6-30.00.030.0MXmax9389.1508.70.0508.7MXmin7978.6-3596.550.03596.5MYmax7978.6-30.00.030.0MYmin7978.6-30.00.030.00.000Nmax12586.7750.00.050.0Nmin8013.2-30.00.030.0MXmax9423.8508.70.0508.7MXmin8013.2-3642.440.03642.4MYmax8013.2-30.00.030.0MYmin8013.2-30.00.030.0承載力驗算截面抗壓承載力驗算承載能力極限狀態(tài)(基本組合)截面抗壓承載力驗算截面位置z(m)工況Nux(kN))Nuy(kN))Nu0(kN))截面強度NR(kNγ0是否滿足10.280Nmax70558.3376996.8871843.3375522.7732152.66是Nmin70558.3377541.1171843.3376046.337508.9是MXmax70558.3363825.9971843.3362809.7714646.88是MXmin70558.3321907.9971843.3321786.999010.7是MYmax70558.3377541.1171843.3376046.339010.7是MYmin70558.3377541.1171843.3376046.339010.7是9.300Nmax70558.3376999.0071843.3375524.9932302.00是Nmin70558.3377545.5571843.3376050.557633.4是MXmax70558.3363961.9971843.3362941.3314796.22是MXmin70558.3321926.8871843.3321805.669160.1是MYmax70558.3377545.5571843.3376050.559160.1是MYmin70558.3377545.5571843.3376050.559160.1是8.300Nmax70558.3377001.2271843.3375527.0032454.44是Nmin70558.3377549.8871843.3376054.777760.4是MXmax70558.3364097.2271843.3363072.4414948.66是MXmin70558.3321945.7771843.3321824.339312.5是MYmax70558.3377549.8871843.3376054.779312.5是MYmin70558.3377549.8871843.3376054.779312.5是7.300Nmax70558.3377005.7771843.3375531.3332606.88是Nmin70558.3377554.2271843.3376058.997887.4是MXmax70558.3364232.5571843.3363203.4415101.00是MXmin70558.3321964.7771843.3321843.009464.9是MYmax70558.3377554.2271843.3376058.999464.9是MYmin70558.3377554.2271843.3376058.999464.9是6.300Nmax70558.3377010.1171843.3375535.5532759.22是Nmin70558.3377561.1171843.3376065.558014.4是MXmax70558.3364362.6671843.3363329.4415253.44是MXmin70558.3321980.9971843.3321859.119617.3是MYmax70558.3377561.1171843.3376065.559617.3是MYmin70558.3377561.1171843.3376065.559617.3是5.300Nmax70558.3377014.5571843.3375539.8832911.66是Nmin70558.3377565.4471843.3376069.778141.4是MXmax70558.3364492.7771843.3363455.3315405.88是MXmin70558.3321999.8871843.3321877.889769.7是MYmax70558.3377565.4471843.3376069.779769.7是MYmin70558.3377565.4471843.3376069.779769.7是4.300Nmax70558.3377019.0071843.3375544.1133064.00是Nmin70558.3377569.8871843.3376073.998268.4是MXmax70558.3364617.6671843.3363576.3315558.22是MXmin70558.3322016.0071843.3321893.889922.1是MYmax70558.3377569.8871843.3376073.999922.1是MYmin70558.3377569.8871843.3376073.999922.1是3.300Nmax70558.3377021.8871843.3375546.8833216.44是Nmin70558.3377574.1171843.3376078.118395.4是MXmax70558.3364742.5571843.3363697.1115710.66是MXmin70558.3322032.2271843.3321909.8810074.55是MYmax70558.3377574.1171843.3376078.1110074.55是MYmin70558.3377574.1171843.3376078.1110074.55是2.300Nmax70558.3377026.2271843.3375551.0033368.88是Nmin70558.3377578.5571843.3376082.338522.4是MXmax70558.3364862.3371843.3363813.1115863.00是MXmin70558.3322048.4471843.3321925.8810226.99是MYmax70558.3377578.5571843.3376082.3310226.99是MYmin70558.3377578.5571843.3376082.3310226.99是1.300Nmax70558.3377030.7771843.3375555.3333521.22是Nmin70558.3377585.0071843.3376088.668649.4是MXmax70558.3364982.1171843.3363929.0016015.44是MXmin70558.3322064.3371843.3321941.6610379.33是MYmax70558.3377585.0071843.3376088.6610379.33是MYmin70558.3377585.0071843.3376088.6610379.33是0.300Nmax70558.3377035.1171843.3375559.6633673.66是Nmin70558.3377589.7771843.3376093.118776.4是MXmax70558.3365101.7771843.3364044.8816167.88是MXmin70558.3322077.6671843.3321954.7710531.77是MYmax70558.3377589.7771843.3376093.1110531.77是MYmin70558.3377589.7771843.3376093.1110531.77是0.000Nmax70558.3377035.1171843.3375559.6633719.33是Nmin70558.3377589.7771843.3376093.118814.5是MXmax70558.3365136.6671843.3364078.5516213.55是MXmin70558.3322082.9971843.3321959.9910577.44是MYmax70558.3377589.7771843.3376093.1110577.44是MYmin70558.3377589.7771843.3376093.1110577.44是裂縫寬度驗算持久狀況正常使用極限狀態(tài)順橋向裂縫寬度驗算截面位置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10.280Nmax11399.8850.00.000.20是Nmin6826.3-30.00.000.20是MXmax8236.9508.70.000.20是MXmin6826.3-2069.660.000.20是9.300Nmax11513.0050.00.000.20是Nmin6939.5-30.00.000.20是MXmax8350.0508.70.000.20是MXmin6939.5-2219.550.000.20是8.300Nmax11628.4450.00.000.20是Nmin7054.9-30.00.000.20是MXmax8465.5508.70.000.20是MXmin7054.9-2372.550.000.20是7.300Nmax11743.9950.00.000.20是Nmin7170.4-30.00.000.20是MXmax8580.9508.70.000.20是MXmin7170.4-2525.550.000.20是6.300Nmax11859.3350.00.000.20是Nmin7285.8-30.00.000.20是MXmax8696.4508.70.000.20是MXmin7285.8-2678.550.000.20是5.300Nmax11974.8850.00.000.20是Nmin7401.3-30.00.000.20是MXmax8811.8508.70.000.20是MXmin7401.3-2831.550.030.20是4.300Nmax12090.2250.00.000.20是Nmin7516.7-30.00.000.20是MXmax8927.3508.70.000.20是MXmin7516.7-2984.550.030.20是3.300Nmax12205.7750.00.000.20是Nmin7632.2-30.00.000.20是MXmax9042.7508.70.000.20是MXmin7632.2-3137.550.030.20是2.300Nmax12321.1150.00.000.20是Nmin7747.7-30.00.000.20是MXmax9158.2508.70.000.20是MXmin7747.7-3290.550.030.20是1.300Nmax12436.6650.00.000.20是Nmin7863.1-30.00.000.20是MXmax9273.7508.70.000.20是MXmin7863.1-3443.550.030.20是0.300Nmax12552.1150.00.000.20是Nmin7978.6-30.00.000.20是MXmax9389.1508.70.000.20是MXmin7978.6-3596.550.030.20是0.000Nmax12586.7750.00.000.20是Nmin8013.2-30.00.000.20是MXmax9423.8508.70.000.20是MXmin8013.2-3642.440.030.20是持久狀況正常使用極限狀態(tài)橫橋向裂縫寬度驗算截面位置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10.280Nmax11399.880.00.000.20是Nmin6826.30.00.000.20是MYmax6826.30.00.000.20是MYmin6826.30.00.000.20是9.300Nmax11513.000.00.000.20是Nmin6939.50.00.000.20是MYmax6939.50.00.000.20是MYmin6939.50.00.000.20是8.300Nmax11628.440.00.000.20是Nmin7054.90.00.000.20是MYmax7054.90.00.000.20是MYmin7054.90.00.000.20是7.300Nmax11743.990.00.000.20是Nmin7170.40.00.000.20是M