35m簡支小箱梁計算書

五、模型建立與分析本橋整體模型采用空間有限元程序MIDASCIVIL2012計算，并以《公路橋涵設(shè)計通用規(guī)范》（JTGD60-2004）和《公路鋼筋混凝土及預(yù)應(yīng)力混凝土橋涵設(shè)計規(guī)范》（JTGD62-2004）為標(biāo)準(zhǔn)，按A類預(yù)應(yīng)力混凝土結(jié)構(gòu)進行驗算。主橋采用梁格法建立模型進行分析。采用梁單元建模時，對于簡支小箱梁、端橫梁以及中橫梁采用梁單元進行模擬，其截面特性按照實際設(shè)計截面定義。采用虛擬橫梁模擬小箱梁之間的橫向聯(lián)系，其截面特性取頂板厚度及虛擬橫梁之間的寬度進行定義，不考慮虛擬橫梁的自重。梁單元整體模型如下圖所示：5.SEQ圖表\*ARABIC1計算模型圖在Midas模型中按照實際的施工順序模擬施工。在施工過程中，結(jié)構(gòu)的安裝與拆除、荷載的加載與卸載、邊界條件的改變等均通過相應(yīng)組的激活與鈍化實現(xiàn)。六、持久狀況承載能力極限狀態(tài)驗算結(jié)果6.1截面受壓區(qū)高度表6.1截面受壓區(qū)高度相對界限受壓區(qū)高度ξb鋼筋種類C50及以下C55/C60C65/C70C75/C80R2350.620.600.58-HRB3350.560.540.52-HRB400/KL4000.530.510.49-鋼絞線、鋼絲0.400.380.360.35精軋螺紋鋼筋0.400.380.36-6.2正截面抗彎承載能力驗算圖6.1正截面抗彎承載能力驗算結(jié)果圖形結(jié)論：按照《公路鋼筋混凝土及預(yù)應(yīng)力混凝土橋涵設(shè)計規(guī)范》（JTGD62-2004）第5.1.5條EQγos≤R驗算，結(jié)構(gòu)重要性系數(shù)x作用效應(yīng)的組合設(shè)計最大值存在大于構(gòu)件承載力設(shè)計值，位于中橫梁兩端單元。由于該處截面變化較大，存在突變，可忽略。其他位置單元計算結(jié)果均小于構(gòu)件承載力設(shè)計值，因此滿足規(guī)范要求。6.3支反力計算表6.2支反力計算結(jié)果表格節(jié)點FX(kN)FY(kN)FZ(kN)MX(kN·m)MY(kN·m)MZ(kN·m)262-22.5429.7561532.4920.0000.0000.00026321.18610.0341667.8970.0000.0000.000264-22.5657.5801724.5290.0000.0000.00026521.6907.8241754.8980.0000.0000.000266-22.4985.1351921.7180.0000.0000.00026721.9415.3411935.7790.0000.0000.000268-22.3842.5882034.4280.0000.0000.00026922.1082.7572046.1920.0000.0000.000270-22.251-0.6071843.8530.0000.0000.00027122.251-0.2521831.6210.0000.0000.000272-22.109-2.7571575.7180.0000.0000.00027322.385-2.5881549.9280.0000.0000.000274-21.944-5.3411484.6220.0000.0000.00027522.501-5.1361464.2980.0000.0000.000276-21.694-7.8231471.6210.0000.0000.00027722.569-7.5811472.7000.0000.0000.000278-21.194-10.0331690.7140.0000.0000.00027922.549-9.7571621.8090.0000.0000.000七、持久狀況正常使用極限狀態(tài)驗算結(jié)果7.1結(jié)構(gòu)正截面抗裂驗算對于部分預(yù)應(yīng)力A類構(gòu)件，在作用（荷載）短期效應(yīng)組合下，應(yīng)符合下列條件：EQσst－σpc≤0.7ftk但在荷載長期效應(yīng)組合下：EQσlt－σpc≤0圖7.1結(jié)構(gòu)正截面抗裂驗算短期效應(yīng)組合結(jié)果圖形圖7.2結(jié)構(gòu)正截面抗裂驗算長期效應(yīng)組合結(jié)果圖形結(jié)論：按照《公路鋼筋混凝土及預(yù)應(yīng)力混凝土橋涵設(shè)計規(guī)范》（JTGD62-2004）第6.3.1-1條驗算:短期效應(yīng)組合EQσst－σpc=2.92MPa≤0.7ftk=0.00MPa，滿足規(guī)范要求。長期效應(yīng)組合EQσst－σpc=2.92MPa≤0.7ftk=0.00MPa，滿足規(guī)范要求。7.2結(jié)構(gòu)斜截面抗裂驗算對于A類和B類部分預(yù)應(yīng)力混凝土構(gòu)件，在作用（荷載）短期效應(yīng)組合下，應(yīng)符合下列條件：預(yù)制構(gòu)件：EQσtp≤0.7ftk現(xiàn)場澆筑（包括預(yù)制拼裝）構(gòu)件：EQσtp≤0.5ftk圖7.3結(jié)構(gòu)斜截面抗裂驗算結(jié)果圖形結(jié)論：按照《公路鋼筋混凝土及預(yù)應(yīng)力混凝土橋涵設(shè)計規(guī)范》（JTGD62-2004）第6.3.1-2條驗算:EQσtp=-0.21MPa≤0.7ftk=-1.86MPa，滿足規(guī)范要求。八、持久狀況構(gòu)件應(yīng)力驗算結(jié)果8.1正截面混凝土法向壓應(yīng)力驗算按《公路鋼筋混凝土及預(yù)應(yīng)力混凝土橋涵設(shè)計規(guī)范》（JTGD62-2004）第7.1.5-1條，荷載取其標(biāo)準(zhǔn)值，汽車荷載考慮沖擊系數(shù)。受壓區(qū)混凝土的最大壓應(yīng)力：未開裂構(gòu)件：EQσkc＋σpt≤0.5fck允許開裂構(gòu)件：EQσcc≤0.5fck圖8.1正截面混凝土法向壓應(yīng)力驗算結(jié)果圖形結(jié)論：按照《公路鋼筋混凝土及預(yù)應(yīng)力混凝土橋涵設(shè)計規(guī)范》（JTGD62-2004）第7.1.5條驗算:EQσkc＋σpt=15.43MPa≤0.5fck=16.20MPa，滿足規(guī)范要求。8.2斜截面混凝土的主壓應(yīng)力驗算按《公路鋼筋混凝土及預(yù)應(yīng)力混凝土橋涵設(shè)計規(guī)范》（JTGD62-2004）第7.1.6條，混凝土的主壓應(yīng)力應(yīng)符合下式規(guī)定：EQσcp≤0.6fck圖8.2斜截面混凝土的主壓應(yīng)力驗算結(jié)果圖形結(jié)論：按照《公路鋼筋混凝土及預(yù)應(yīng)力混凝土橋涵設(shè)計規(guī)范》（JTGD62-2004）第7.1.6條驗算：EQσcp=15.43MPa≤0.6fck=19.44MPa，滿足規(guī)范要求。九、詳細(xì)計算表格說明：表格中軸力和剪力單位kN，彎矩和扭矩單位kN·m，應(yīng)力單位MPa。表9.1正截面抗彎承載能力驗算詳細(xì)計算表格單元位置最大/最小組合名稱類型驗算rMuMn12I最大cLCB35MY-MAXOK83.447856.8912I最小cLCB10MY-MINOK-28.305067.1612J最大cLCB15MY-MAXOK3316.099037.9812J最小cLCB24-OK2503.389037.9813I最大cLCB15MY-MAXOK3348.109039.5613I最小cLCB24-OK2503.289039.5613J最大cLCB15MY-MAXOK5334.899904.9013J最小cLCB24-OK3993.739904.9014I最大cLCB15MY-MAXOK5334.899907.6114I最小cLCB24-OK3993.739907.6114J最大cLCB16MY-MAXOK8621.5012036.0514J最小cLCB23-OK6400.2512036.0515I最大cLCB16MY-MAXOK8739.0412036.0515I最小cLCB23-OK6432.4012036.0515J最大cLCB16MY-MAXOK12456.6914096.7015J最小cLCB23-OK9092.7614096.7016I最大cLCB16MY-MAXOK12521.0914096.7016I最小cLCB23-OK9117.8714096.7016J最大cLCB16MY-MAXOK14692.9014851.2516J最小cLCB23-OK10538.2814851.2517I最大cLCB16MY-MAXOK14719.8914851.2517I最小cLCB23-OK10545.1914851.2517J最大cLCB16MY-MAXNG15203.0114851.2517J最小cLCB23-OK10779.8714851.2518I最大cLCB16MY-MAXNG15263.0314851.2518I最小cLCB23-OK10795.0514851.2518J最大cLCB16MY-MAXNG14953.5914851.2518J最小cLCB23-OK10677.4814851.2519I最大cLCB16MY-MAXOK14847.2214851.2519I最小cLCB23-OK10618.0714851.2519J最大cLCB16MY-MAXOK12944.9614120.2519J最小cLCB23-OK9373.1414120.2520I最大cLCB16MY-MAXOK12871.3014120.2520I最小cLCB23-OK9330.3014120.2520J最大cLCB16MY-MAXOK9207.3212060.6720J最小cLCB23-OK6701.8612060.6721I最大cLCB16MY-MAXOK9125.8512060.6721I最小cLCB23-OK6673.6912060.6721J最大cLCB16MY-MAXOK5643.939921.0221J最小cLCB33MY-MINOK4136.359921.0222I最大cLCB16MY-MAXOK5643.939918.3222I最小cLCB33MY-MINOK4136.359918.3222J最大cLCB16MY-MAXOK3608.099067.5822J最小cLCB33MY-MINOK2613.519067.5823I最大cLCB15MY-MAXOK3525.239065.6523I最小cLCB24-OK2607.679065.6523J最大cLCB31MY-MAXOK54.857884.3123J最小cLCB14MY-MINOK-38.965033.8536I最大cLCB35MY-MAXOK92.237793.5436I最小cLCB10MY-MINOK-72.955066.3936J最大cLCB15MY-MAXOK3557.279056.3436J最小cLCB24-OK2453.509056.3437I最大cLCB15MY-MAXOK3530.659057.4037I最小cLCB24-OK2378.389057.4037J最大cLCB15MY-MAXOK5521.889872.8237J最小cLCB24-OK3866.589872.8238I最大cLCB15MY-MAXOK5521.889875.9838I最小cLCB24-OK3866.589875.9838J最大cLCB15MY-MAXOK9044.4012010.9538J最小cLCB24-OK6274.0112010.9539I最大cLCB15MY-MAXOK9030.3712010.9539I最小cLCB24-OK6219.7712010.9539J最大cLCB15MY-MAXOK12689.1114080.5239J最小cLCB24-OK8866.5414080.5240I最大cLCB15MY-MAXOK12699.8314080.5240I最小cLCB24-OK8838.8114080.5240J最大cLCB15MY-MAXOK14546.7214838.3440J最小cLCB24-OK10220.0414838.3441I最大cLCB15MY-MAXOK14533.1014838.3441I最小cLCB24-OK10204.6314838.3441J最大cLCB15MY-MAXOK14778.0014838.3441J最小cLCB24-OK10420.3914838.3442I最大cLCB15MY-MAXOK14838.1414838.3442I最小cLCB34MY-MINOK10427.0714838.3442J最大cLCB15MY-MAXOK14576.1214838.3442J最小cLCB34MY-MINOK10242.1714838.3443I最大cLCB15MY-MAXOK14626.0614838.3443I最小cLCB24-OK10269.1214838.3443J最大cLCB15MY-MAXOK12755.1914104.1843J最小cLCB24-OK8928.5314104.1844I最大cLCB15MY-MAXOK12851.7814104.1844I最小cLCB24-OK8969.6214104.1844J最大cLCB15MY-MAXOK9133.1612035.6744J最小cLCB24-OK6318.3512035.6745I最大cLCB15MY-MAXOK9247.0412035.6745I最小cLCB24-OK6375.2912035.6745J最大cLCB15MY-MAXOK5655.829889.6345J最小cLCB24-OK3908.349889.6346I最大cLCB15MY-MAXOK5655.829886.4746I最小cLCB24-OK3908.349886.4746J最大cLCB15MY-MAXOK3645.979085.3146J最小cLCB24-OK2428.699085.3147I最大cLCB15MY-MAXOK3683.789083.9447I最小cLCB34MY-MINOK2461.919083.9447J最大cLCB11MY-MAXOK99.997821.4547J最小cLCB34MY-MINOK-36.215033.01表9.2結(jié)構(gòu)正截面抗裂驗算詳細(xì)計算表格單元位置組合名稱短/長類型驗算Sig_TSig_BSig_MAXSig_ALW12IcLCB50短期FZ-MINOK1.778.171.73-1.8612JcLCB54短期MX-MAXOK3.967.433.09-1.8612IcLCB61長期FZ-MINOK2.858.422.810.0012JcLCB62長期MX-MAXOK5.027.704.200.0013IcLCB54短期MX-MAXOK4.007.453.68-1.8613JcLCB54短期MX-MAXOK5.367.575.09-1.8613IcLCB62長期MX-MAXOK5.007.704.720.0013JcLCB62長期MX-MAXOK6.367.826.130.0014IcLCB54短期MX-MAXOK5.357.515.09-1.8614JcLCB56短期FZ-MINOK7.344.594.55-1.8614IcLCB62長期MX-MAXOK6.347.766.110.0014JcLCB62長期FZ-MINOK8.095.195.160.0015IcLCB56短期MY-MAXOK7.524.544.41-1.8615JcLCB56短期FZ-MINOK8.682.852.84-1.8615IcLCB62長期MY-MAXOK8.245.155.040.0015JcLCB62長期FZ-MINOK9.283.633.620.0016IcLCB56短期MY-MAXOK8.812.822.70-1.8616JcLCB56短期MY-MAXOK9.901.451.39-1.8616IcLCB62長期MY-MAXOK9.403.613.500.0016JcLCB62長期MY-MAXOK10.382.402.330.0017IcLCB56短期MY-MAXOK9.941.451.33-1.8617JcLCB56短期MY-MAXOK10.340.940.67-1.8617IcLCB62長期MY-MAXOK10.422.392.290.0017JcLCB62長期MY-MAXOK10.771.951.720.0018IcLCB56短期MY-MAXOK10.450.940.68-1.8618JcLCB56短期MY-MAXOK10.221.231.15-1.8618IcLCB62長期MY-MAXOK10.861.961.730.0018JcLCB62長期MY-MAXOK10.672.192.120.0019IcLCB56短期MY-MAXOK10.031.281.22-1.8619JcLCB56短期MY-MAXOK9.172.342.24-1.8619IcLCB62長期MY-MAXOK10.502.242.180.0019JcLCB62長期MY-MAXOK9.733.173.080.0020IcLCB56短期MY-MAXOK9.032.362.32-1.8620JcLCB56短期MY-MAXOK7.933.963.85-1.8620IcLCB62長期MY-MAXOK9.593.203.160.0020JcLCB62長期MY-MAXOK8.604.624.530.0021IcLCB56短期MY-MAXOK7.773.973.94-1.8621JcLCB54短期MY-MINOK5.537.245.30-1.8621IcLCB62長期MY-MAXOK8.474.644.610.0021JcLCB62長期MY-MINOK6.517.496.290.0022IcLCB54短期MY-MINOK5.537.305.31-1.8622JcLCB54短期MY-MINOK4.127.313.78-1.8622IcLCB62長期MY-MINOK6.537.566.320.0022JcLCB62長期MY-MINOK5.127.574.800.0023IcLCB54短期MY-MINOK4.007.303.31-1.8623JcLCB54短期MX-MINOK1.678.231.62-1.8623IcLCB62長期MY-MINOK5.067.574.370.0023JcLCB62長期MX-MINOK2.748.492.690.0036IcLCB50短期MX-MINOK2.028.081.96-1.8636JcLCB54短期MX-MAXOK4.367.323.96-1.8636IcLCB61長期MX-MINOK3.058.342.990.0036JcLCB62長期MX-MAXOK5.377.605.010.0037IcLCB50短期MX-MAXOK4.257.404.01-1.8637JcLCB50短期MX-MAXOK5.727.515.55-1.8637IcLCB61長期MX-MAXOK5.227.665.000.0037JcLCB61長期MX-MAXOK6.697.766.540.0038IcLCB50短期MX-MAXOK5.727.445.56-1.8638JcLCB56短期MY-MAXOK8.124.064.04-1.8638IcLCB61長期MX-MAXOK6.677.696.510.0038JcLCB62長期MY-MAXOK8.704.864.850.0039IcLCB56短期MY-MAXOK8.014.093.95-1.8639JcLCB56短期MY-MAXOK9.222.452.44-1.8639IcLCB62長期MY-MAXOK8.594.894.770.0039JcLCB62長期MY-MAXOK9.683.423.400.0040IcLCB56短期MY-MAXOK9.172.452.32-1.8640JcLCB56短期MY-MAXOK10.131.361.32-1.8640IcLCB62長期MY-MAXOK9.633.433.320.0040JcLCB62長期MY-MAXOK10.542.412.360.0041IcLCB56短期MY-MAXOK10.061.351.23-1.8641JcLCB56短期MY-MAXOK10.341.040.83-1.8641IcLCB62長期MY-MAXOK10.492.402.320.0041JcLCB62長期MY-MAXOK10.762.091.930.0042IcLCB56短期MY-MAXOK10.441.040.83-1.8642JcLCB56短期MY-MAXOK10.181.341.20-1.8642IcLCB62長期MY-MAXOK10.832.091.930.0042JcLCB62長期MY-MAXOK10.582.382.270.0043IcLCB56短期MY-MAXOK10.231.281.21-1.8643JcLCB56短期MY-MAXOK9.272.402.26-1.8643IcLCB62長期MY-MAXOK10.642.332.260.0043JcLCB62長期MY-MAXOK9.743.373.240.0044IcLCB56短期MY-MAXOK9.382.302.27-1.8644JcLCB56短期MY-MAXOK8.143.983.86-1.8644IcLCB62長期MY-MAXOK9.833.293.250.0044JcLCB62長期MY-MAXOK8.724.794.680.0045IcLCB56短期MY-MAXOK8.293.853.84-1.8645JcLCB54短期MY-MINOK5.787.435.66-1.8645IcLCB62長期MY-MAXOK8.854.694.690.0045JcLCB62長期MY-MINOK6.727.676.620.0046IcLCB54短期MY-MINOK5.787.495.67-1.8646JcLCB54短期MY-MINOK4.317.424.13-1.8646IcLCB62長期MY-MINOK6.757.746.650.0046JcLCB62長期MY-MINOK5.287.685.120.0047IcLCB54短期MY-MINOK4.307.373.81-1.8647JcLCB54短期MY-MINOK1.988.121.90-1.8647IcLCB62長期MY-MINOK5.327.644.880.0047JcLCB62長期MY-MINOK2.998.392.920.00表9.3結(jié)構(gòu)斜截面抗裂驗算詳細(xì)計算表格單元位置組合名稱最大/最小Sig_P2Sig_P3Sig_P7Sig_P10Sig_MAXSig_AP12IcLCB83OK5.439.184.469.159.2219.4412JcLCB87OK8.468.764.858.738.7619.4413IcLCB91OK7.668.524.968.488.5219.4413JcLCB89OK9.658.005.737.969.6519.4414IcLCB89OK9.557.935.757.929.5519.4414JcLCB89OK11.205.095.795.0911.2019.4415IcLCB89OK11.645.105.755.1011.6419.4415JcLCB89OK12.693.025.873.0212.6919.4416IcLCB89OK13.143.105.743.1013.1419.4416JcLCB89OK13.901.286.141.2914.1519.4417IcLCB89OK14.421.485.891.4814.4219.4417JcLCB89OK13.840.446.510.4515.2919.4418IcLCB89OK13.990.386.590.3915.4319.4418JcLCB89OK14.641.186.041.1914.6419.4419IcLCB89OK14.041.086.171.0814.3119.4419JcLCB89OK13.462.545.822.5513.4619.4420IcLCB89OK12.912.435.952.4313.0819.4420JcLCB89OK12.024.465.824.4612.0219.4421IcLCB89OK11.494.355.934.3511.6119.4421JcLCB89OK9.807.415.847.419.8019.4422IcLCB89OK9.887.505.807.549.8819.4422JcLCB87OK7.858.454.918.488.4819.4423IcLCB87OK8.788.194.898.228.7819.4423JcLCB87OK5.329.234.479.269.3019.4436IcLCB83OK5.449.174.599.139.2219.4436JcLCB87OK9.017.995.137.969.0119.4437IcLCB91OK7.788.495.098.458.4919.4437JcLCB89OK10.117.455.957.4110.1119.4438IcLCB89OK10.007.365.977.3510.0019.4438JcLCB89OK12.104.275.954.2712.1019.4439IcLCB89OK12.254.315.724.3212.2519.4439JcLCB89OK13.342.305.902.3113.3419.4440IcLCB89OK13.652.365.672.3713.6519.4440JcLCB89OK14.231.026.081.0214.4119.4441IcLCB89OK14.671.195.681.1914.6719.4441JcLCB89OK13.830.476.420.4715.2119.4442IcLCB89OK13.980.426.500.4215.3419.4442JcLCB89OK14.871.235.741.2414.8719.4443IcLCB89OK14.280.906.180.9014.5819.4443JcLCB89OK13.762.385.702.3813.7619.4444IcLCB89OK13.462.105.992.1113.5019.4444JcLCB89OK12.314.205.824.2012.3119.4445IcLCB89OK12.274.006.004.0112.2719.4445JcLCB89OK10.067.166.057.1510.0619.4446IcLCB89OK10.167.256.037.2910.1619.4446JcLCB87OK7.808.495.168.538.5319.4447IcLCB87OK9.137.895.067.919.1319.4447JcLCB87OK5.419.184.599.209.2619.44表9.4正截面混凝土法向壓應(yīng)力驗算詳細(xì)計算表格單元位置組合名稱類型驗算Sig_TSig_BSig_MAXSig_ALW12IcLCB83MY-MINOK5.479.209.2216.2012JcLCB87MX-MAXOK7.698.438.7616.2013IcLCB91MZ-MAXOK7.498.448.5216.2013JcLCB89MZ-MAXOK9.347.869.6516.2014IcLCB89MZ-MAXOK9.257.799.5516.2014JcLCB89FZ-MINOK11.095.0411.2016.2015IcLCB89MY-MAXOK11.304.9511.6416.2015JcLCB89MY-MAXOK12.653.0012.6916.2016IcLCB89MY-MAXOK12.782.9413.1416.2016JcLCB89MY-MAXOK14.021.3314.1516.2017IcLCB89MY-MAXOK14.071.3114.4116.2017JcLCB89MY-MAXOK14.540.7015.2916.2018IcLCB89MY-MAXOK14.680.6915.4316.2018JcLCB89MY-MAXOK14.391.0714.6416.2019IcLCB89MY-MAXOK14.161.1314.3016.2019JcLCB89MY-MAXOK13.172.4113.4616.2020IcLCB89MY-MAXOK12.992.4613.0816.2020JcLCB89MY-MAXOK11.724.3312.0216.2021IcLCB89MY-MAXOK11.554.3811.6116.2021JcLCB89MY-MAXOK9.557.319.8016.2022IcLCB89MY-MAXOK9.647.409.8816.2022JcLCB87MY-MINOK7.578.328.4516.2023IcLCB87FZ-MAXOK8.027.868.7816.2023JcLCB87MY-MINOK5.379.259.2716.2036IcLCB87MY-MINOK5.529.209.2216.2036JcLCB87FZ-MINOK8.397.739.0116.2037IcLCB91FX-MINOK7.618.428.4916.2037JcLCB89MY-MAXOK9.887.3610.1116.2038IcLCB89MY-MAXOK9.797.2710.0016.2038JcLCB89MY-MAXOK11.974.2212.1016.2039IcLCB89MY-MAXOK11.914.1712.2516.2039JcLCB89MY-MAXOK13.302.2813.3416.2040IcLCB89MY-MAXOK13.292.2113.6416.2040JcLCB89MY-MAXOK14.321.0414.4116.2041IcLCB89MY-MAXOK14.251.0014.6716.2041JcLCB89MY-MAXOK14.520.7015.2116.2042IcLCB89MY-MAXOK14.660.6915.3416.2042JcLCB89MY-MAXOK14.391.0214.8716.2043IcLCB89MY-MAXOK14.430.9514.5816.2043JcLCB89MY-MAXOK13.372.2113.7616.2044IcLCB89MY-MAXOK13.482.1113.5016.2044JcLCB89MY-MAXOK12.034.0812.3116.2045IcLCB89MY-MAXOK12.163.9612.2616.2045JcLCB89MY-MAXOK9.927.1010.0616.2046IcLCB89MY-MAXOK10.027.1910.1616.2046JcLCB87MY-MINOK7.678.448.4916.2047IcLCB87FZ-MAXOK8.447.609.1316.2047JcLCB87MY-MINOK5.489.219.2416.20表9.5斜截面混凝土的主壓應(yīng)力驗算詳細(xì)計算表格單元位置組合名稱最大/最小Sig_P2Sig_P3Sig_P7Sig_P10Sig_MAXSig_AP12IcLCB83OK5.439.184.469.159.2219.4412JcLCB87OK8.468.764.858.738.7619.4413IcLCB91OK7.668.524.968.488.5219.4413JcLCB89OK9.658.005.737.969.6519.4414IcLCB89OK9.557.935.757.929.5519.4414JcLCB89OK11.205.095.795.0911.2019.4415IcLCB89OK11.645.105.755.1011.6419.4415JcLCB89OK12.693.025.873.0212.6919.4416IcLCB89OK13.143.105.743.101