高陽(yáng)集鎮(zhèn)玉石灣移民安置小區(qū)綜合幫扶項(xiàng)目施工圖設(shè)計(jì)橋涵計(jì)算書

云陽(yáng)縣高陽(yáng)集鎮(zhèn)玉石灣移民安置小區(qū)綜合幫扶項(xiàng)目計(jì)算軟件名稱及版本號(hào)：PAGEPAGE2一、工程概況云陽(yáng)縣高陽(yáng)集鎮(zhèn)玉石灣移民安置小區(qū)綜合幫扶項(xiàng)目由消除房屋居住安全隱患、基礎(chǔ)設(shè)施完善、環(huán)保設(shè)施完善、公共服務(wù)設(shè)施完善等四部分組成。本次設(shè)計(jì)為5號(hào)人行梯道、5號(hào)人行步道結(jié)構(gòu)設(shè)計(jì)。其中5號(hào)梯道橋長(zhǎng)90.52m，寬3.5m；5號(hào)步道橋長(zhǎng)149.04m，寬3.5m。1.1、上部結(jié)構(gòu)設(shè)計(jì)橋跨結(jié)構(gòu)布置為布跨為（12.0+16.0+12.0）m+（3×16.0）m鋼筋混凝土現(xiàn)澆連續(xù)箱梁，截面為單箱單室，箱梁頂面寬3.5m，底寬2.5m，高1.0m，頂板厚0.22m，底板厚0.20m，腹板厚0.4米，翼緣板長(zhǎng)0.5m，梁頂板平行。通過(guò)梁底楔形塊、支座墊石和橋臺(tái)蓋梁調(diào)節(jié)橫向坡度。1.2、下部結(jié)構(gòu)設(shè)計(jì)橋墩采用樁柱式橋墩，墩柱固結(jié)，柱徑1.0m，樁徑1.2m。其中，3號(hào)墩為過(guò)渡墩，采用蓋梁柱式墩，柱徑1.0m，樁徑1.2m。樁基均采用嵌巖樁，嵌入中風(fēng)化巖層不小于3倍樁徑，且基底沙巖飽和抗壓強(qiáng)度不得小于6.0MPa。橋臺(tái)均采用輕型柱式臺(tái)，樁基礎(chǔ)，樁徑為1.2m，嵌入中風(fēng)化巖層不小于3倍樁徑，且基底沙巖飽和抗壓強(qiáng)度不得小于6.0MPa。二、采用的規(guī)范及標(biāo)準(zhǔn)1、技術(shù)標(biāo)準(zhǔn)（1）設(shè)計(jì)荷載：人群荷載根據(jù)規(guī)范計(jì)算取值：4.625KPa；（2）地震基本設(shè)防烈度：6度；（3）橋面寬度：B=0.25m（欄桿）+3.0m（人行道）+0.25m（欄桿）=3.5m；（4）橋梁橫坡：雙向0.5%；（5）橋梁縱坡：5號(hào)人行梯道：1.1%；5號(hào)人行步道：0.3%（6）橋梁設(shè)計(jì)基準(zhǔn)期：100年；（7）設(shè)計(jì)使用年限：50年；（8）設(shè)計(jì)安全等級(jí)：二級(jí)。（9）耐久性設(shè)計(jì)環(huán)境類別：Ⅰ類（溫?zé)岬貐^(qū)的大氣環(huán)境，與無(wú)侵蝕性的水或土接觸的環(huán)境）（JTG3362-2018規(guī)范中分類）2、設(shè)計(jì)規(guī)范《公路橋涵設(shè)計(jì)通用規(guī)范》（JTGD60—2015）《公路鋼筋混凝土及預(yù)應(yīng)力混凝土橋涵設(shè)計(jì)規(guī)范》（JTG3362—2018）《公路橋涵地基與基礎(chǔ)設(shè)計(jì)規(guī)范》（JTGD3363—2019）《城市橋梁設(shè)計(jì)規(guī)范》（CJJ11—2011）《公路圬工橋涵設(shè)計(jì)規(guī)范》（JTGD61-2005）《城市橋梁抗震設(shè)計(jì)規(guī)范》（CJJ166—2011）《公路橋涵施工技術(shù)規(guī)范》(JTG/T3650-2020)《城市橋梁工程施工與質(zhì)量驗(yàn)收規(guī)范》（CJJ2—2008）《鋼筋混凝土用鋼第1部分:熱軋光圓鋼筋》（GB1499.1－2008）《鋼筋混凝土用鋼第2部分:熱軋帶肋鋼筋》(GB1499.2－2007)《鋼筋混凝土用鋼第3部分:鋼筋焊接網(wǎng)》(GB1499.3－2010)《鋼筋機(jī)械連接技術(shù)規(guī)程》（JGJ107—2010）《鋼筋焊接及驗(yàn)收規(guī)程》（JGJ18—2012）三、上部結(jié)構(gòu)計(jì)算3.1、計(jì)算模型簡(jiǎn)介3.1.1、人群荷載計(jì)算根據(jù)《城市人行天橋與人行地道技術(shù)規(guī)范》（CJJ69-95）3.1.3條計(jì)算：其中：L=16.0m；B=1.5m算得：W=4.625Kpa，取4.625Kpa3.1.2、主梁?jiǎn)卧孛鎴D1箱梁橫斷面截面為單箱單室，箱梁頂面寬3.5m，底寬2.5m，高1.0m，頂板厚0.22m，底板厚0.20m，腹板厚0.4米，翼緣板長(zhǎng)0.5m，梁頂板平行。通過(guò)梁底楔形塊、支座墊石和橋臺(tái)蓋梁調(diào)節(jié)橫向坡度。3.1.3、主要設(shè)計(jì)計(jì)算參數(shù)（1）結(jié)構(gòu)重力：混凝土容重取26KN/m3；（2）二期恒載：砼鋪裝：24KN/m3；（3）收縮徐變影響力：按設(shè)計(jì)規(guī)范取用，天數(shù)3650天；（4）人群荷載：4.625KN/m2（5）溫度力：整體溫差取+19℃、-23（6）風(fēng)荷載：風(fēng)荷載按《公路橋涵設(shè)計(jì)通用規(guī)范》（JTGD60-2015）4.3.7計(jì)算取用。（7）地震動(dòng)峰值加速度：0.05g3.1.4、單元離散設(shè)計(jì)對(duì)人行橋做整體建模計(jì)算，計(jì)算采用Midas/Civil2020軟件對(duì)全橋建立空間有限元模型，根據(jù)設(shè)計(jì)圖紙中的結(jié)構(gòu)布置、結(jié)構(gòu)尺寸將全橋結(jié)構(gòu)劃分為50個(gè)單元。均按照梁?jiǎn)卧紤]計(jì)算。其計(jì)算模型如下圖所示。圖2箱梁離散圖3.1.5、計(jì)算結(jié)果1、抗彎承載力計(jì)算驗(yàn)算位置結(jié)果rMu

(kN.m)Mn

(kN.m)Mn(包)

(kN.m)0.000[1]OK0.004704.394704.390.000[1]OK0.004704.397270.430.008[1]OK-6.447270.434704.390.008[1]OK-8.667270.437270.430.021[2]OK360.264704.394704.390.021[2]OK181.124704.397270.430.042[3]OK890.124704.394704.390.042[3]OK429.964704.397270.430.063[4]OK1319.614704.394704.390.063[4]OK602.364704.397270.430.083[5]OK1654.344704.394704.390.083[5]OK703.014704.397270.430.104[6]OK1900.774704.394704.390.104[6]OK737.284704.397270.430.125[7]OK2064.794704.394704.390.125[7]OK710.094704.393563.930.146[9]OK2166.154704.394704.390.146[9]OK622.464704.393563.930.169[10]OK2202.694704.394704.390.169[10]OK453.824704.393563.930.192[10]OK2149.914704.394704.390.192[10]OK209.324704.393563.930.213[12]OK2025.954704.394704.390.213[12]OK-73.963563.933563.930.234[12]OK1828.504704.394704.390.234[12]OK-416.903563.933563.930.255[14]OK1557.784704.394704.390.255[14]OK-821.707270.437270.430.276[14]OK1253.474704.394704.390.276[14]OK-1338.947270.437270.430.297[16]OK909.024704.394704.390.297[16]OK-1973.897270.437270.430.318[17]OK488.134704.394704.390.318[17]OK-2700.567270.437270.430.333[17]OK120.104704.394704.390.333[17]OK-3308.397270.437270.430.349[19]OK814.064704.394704.390.349[19]OK-2435.497270.437270.430.370[20]OK1236.524704.394704.390.370[20]OK-1894.527270.437270.430.391[20]OK1582.644704.394704.390.391[20]OK-1445.197270.437270.430.411[21]OK1857.124704.394704.390.411[21]OK-1081.857270.437270.430.432[23]OK2095.524704.394704.390.432[23]OK-828.097270.437270.430.453[24]OK2274.484704.394704.390.453[24]OK-651.203563.933563.930.474[24]OK2380.914704.394704.390.474[24]OK-534.763563.933563.930.500[26]OK2411.934704.394704.390.500[26]OK-474.213563.933563.930.526[27]OK2330.904704.394704.390.526[27]OK-508.873563.933563.930.547[28]OK2192.934704.394704.390.547[28]OK-610.143563.933563.930.568[28]OK1979.964704.394704.390.568[28]OK-771.643563.933563.930.589[30]OK1709.334704.394704.390.589[30]OK-1014.007270.437270.430.609[31]OK1395.914704.394704.390.609[31]OK-1360.747270.437270.430.630[31]OK1008.404704.394704.390.630[31]OK-1791.547270.437270.430.651[32]OK542.624704.394704.390.651[32]OK-2311.467270.437270.430.667[33]OK139.584704.394704.390.667[33]OK-2781.017270.437270.430.682[34]OK192.534704.394704.390.682[34]OK-2561.987270.437270.430.703[36]OK644.314704.394704.390.703[36]OK-1853.607270.437270.430.724[37]OK1021.554704.394704.390.724[37]OK-1230.647270.437270.430.745[37]OK1353.944704.394704.390.745[37]OK-716.037270.437270.430.766[38]OK1658.574704.394704.390.766[38]OK-318.097270.437270.430.787[40]OK1887.384704.394704.390.787[40]OK19.194704.393563.930.808[40]OK2040.824704.394704.390.808[40]OK296.264704.393563.930.831[42]OK2123.214704.394704.390.831[42]OK533.014704.393563.930.854[42]OK2114.794704.394704.390.854[42]OK694.414704.393563.930.875[43]OK2046.374704.394704.390.875[43]OK774.674704.393563.930.896[45]OK1893.964704.394704.390.896[45]OK792.784704.393563.930.917[46]OK1656.074704.394704.390.917[46]OK748.104704.397270.430.937[46]OK1327.014704.394704.390.937[46]OK635.874704.397270.430.958[48]OK900.844704.394704.390.958[48]OK450.824704.397270.430.979[49]OK372.534704.394704.390.979[49]OK188.504704.397270.430.992[49]OK1.964704.394704.390.992[49]OK-8.197270.437270.431.000[50]OK0.004704.394704.391.000[50]OK0.004704.397270.43結(jié)論：箱梁抗彎承載能力驗(yàn)算滿足規(guī)范要求。2、抗剪承載力計(jì)算驗(yàn)算位置最小/最大組合名稱組成結(jié)果rVd

(kN)Vn

(kN)構(gòu)造驗(yàn)算0.000[1]Y-Max基本1Fy-MaxOK0.01055.5跳過(guò)0.000[1]Y-Min基本1Fy-MinOK0.01055.5跳過(guò)0.000[1]Z-Max基本1Fz-MaxOK0.03048.1跳過(guò)0.000[1]Z-Min基本1Fz-MinOK0.03048.1跳過(guò)0.008[1]Y-Max基本1Fy-MaxOK0.0950.0跳過(guò)0.008[1]Y-Min基本1Fy-MinOK0.0950.0跳過(guò)0.008[1]Z-Max基本2Fz-MaxOK43.32938.1跳過(guò)0.008[1]Z-Min基本16Fz-MinOK32.22938.1跳過(guò)0.021[2]Y-Max基本5Fy-MaxOK21.81172.6跳過(guò)0.021[2]Y-Min基本19Fy-MinOK-24.71172.6跳過(guò)0.021[2]Z-Max基本18Fz-MaxOK-288.43048.1跳過(guò)0.021[2]Z-Min基本15Fz-MinOK-581.93048.1跳過(guò)0.042[3]Y-Max基本5Fy-MaxOK21.8707.9跳過(guò)0.042[3]Y-Min基本19Fy-MinOK-24.7707.9跳過(guò)0.042[3]Z-Max基本18Fz-MaxOK-209.92926.4跳過(guò)0.042[3]Z-Min基本15Fz-MinOK-479.82926.4跳過(guò)0.063[4]Y-Max基本5Fy-MaxOK21.8243.2跳過(guò)0.063[4]Y-Min基本19Fy-MinOK-24.7243.2跳過(guò)0.063[4]Z-Max基本18Fz-MaxOK-135.72799.4跳過(guò)0.063[4]Z-Min基本15Fz-MinOK-383.62799.4跳過(guò)0.083[5]Y-Max基本5Fy-MaxOK21.80.0驗(yàn)算0.083[5]Y-Min基本19Fy-MinOK-24.70.0驗(yàn)算0.083[5]Z-Max基本18Fz-MaxOK-66.52666.4跳過(guò)0.083[5]Z-Min基本6Fz-MinOK-294.82666.4跳過(guò)0.104[6]Y-Max基本5Fy-MaxOK21.80.0驗(yàn)算0.104[6]Y-Min基本19Fy-MinOK-24.70.0驗(yàn)算0.104[6]Z-Max基本18Fz-MaxOK-3.02526.4跳過(guò)0.104[6]Z-Min基本6Fz-MinOK-218.72526.4跳過(guò)0.125[7]Y-Max基本5Fy-MaxOK21.80.0驗(yàn)算0.125[7]Y-Min基本19Fy-MinOK-24.70.0驗(yàn)算0.125[7]Z-Max基本18Fz-MaxOK57.42526.4跳過(guò)0.125[7]Z-Min基本6Fz-MinOK-146.12526.4跳過(guò)0.146[9]Y-Max基本5Fy-MaxOK21.80.0驗(yàn)算0.146[9]Y-Min基本19Fy-MinOK-24.70.0驗(yàn)算0.146[9]Z-Max基本12Fz-MaxOK129.12526.4跳過(guò)0.146[9]Z-Min基本21Fz-MinOK-80.62526.4跳過(guò)0.169[10]Y-Max基本5Fy-MaxOK21.80.0驗(yàn)算0.169[10]Y-Min基本19Fy-MinOK-24.70.0驗(yàn)算0.169[10]Z-Max基本12Fz-MaxOK215.42526.4跳過(guò)0.169[10]Z-Min基本21Fz-MinOK-13.22526.4跳過(guò)0.192[10]Y-Max基本5Fy-MaxOK21.80.0驗(yàn)算0.192[10]Y-Min基本19Fy-MinOK-24.70.0驗(yàn)算0.192[10]Z-Max基本12Fz-MaxOK302.52526.4跳過(guò)0.192[10]Z-Min基本21Fz-MinOK54.22526.4跳過(guò)0.213[12]Y-Max基本5Fy-MaxOK21.80.0驗(yàn)算0.213[12]Y-Min基本19Fy-MinOK-24.70.0驗(yàn)算0.213[12]Z-Max基本12Fz-MaxOK381.32526.4跳過(guò)0.213[12]Z-Min基本21Fz-MinOK114.62526.4跳過(guò)0.234[12]Y-Max基本5Fy-MaxOK21.80.0驗(yàn)算0.234[12]Y-Min基本19Fy-MinOK-24.70.0驗(yàn)算0.234[12]Z-Max基本12Fz-MaxOK460.52162.9跳過(guò)0.234[12]Z-Min基本21Fz-MinOK175.12526.4跳過(guò)0.255[14]Y-Max基本5Fy-MaxOK21.80.0驗(yàn)算0.255[14]Y-Min基本19Fy-MinOK-24.70.0驗(yàn)算0.255[14]Z-Max基本12Fz-MaxOK543.82554.7跳過(guò)0.255[14]Z-Min基本21Fz-MinOK238.62666.4跳過(guò)0.276[14]Y-Max基本5Fy-MaxOK21.8218.9驗(yàn)算0.276[14]Y-Min基本19Fy-MinOK-24.7243.2跳過(guò)0.276[14]Z-Max基本12Fz-MaxOK634.42730.3跳過(guò)0.276[14]Z-Min基本21Fz-MinOK307.72799.4跳過(guò)0.297[16]Y-Max基本5Fy-MaxOK21.8637.1跳過(guò)0.297[16]Y-Min基本19Fy-MinOK-24.7707.9跳過(guò)0.297[16]Z-Max基本12Fz-MaxOK731.52836.1跳過(guò)0.297[16]Z-Min基本21Fz-MinOK381.92926.4跳過(guò)0.318[17]Y-Max基本5Fy-MaxOK21.81055.4跳過(guò)0.318[17]Y-Min基本19Fy-MinOK-24.71172.6跳過(guò)0.318[17]Z-Max基本12Fz-MaxOK834.02938.1跳過(guò)0.318[17]Z-Min基本21Fz-MinOK460.53048.1跳過(guò)0.333[17]Y-Max基本5Fy-MaxOK21.8950.0跳過(guò)0.333[17]Y-Min基本19Fy-MinOK-24.71055.5跳過(guò)0.333[17]Z-Max基本12Fz-MaxOK912.92938.1跳過(guò)0.333[17]Z-Min基本21Fz-MinOK520.93048.1跳過(guò)0.349[19]Y-Max基本5Fy-MaxOK25.5950.0跳過(guò)0.349[19]Y-Min基本19Fy-MinOK-9.41055.5跳過(guò)0.349[19]Z-Max基本30Fz-MaxOK-454.93048.1跳過(guò)0.349[19]Z-Min基本2Fz-MinOK-671.52938.1跳過(guò)0.370[20]Y-Max基本5Fy-MaxOK25.5637.1跳過(guò)0.370[20]Y-Min基本19Fy-MinOK-9.4707.9跳過(guò)0.370[20]Z-Max基本30Fz-MaxOK-376.12926.4跳過(guò)0.370[20]Z-Min基本2Fz-MinOK-566.62836.1跳過(guò)0.391[20]Y-Max基本5Fy-MaxOK25.5218.9跳過(guò)0.391[20]Y-Min基本19Fy-MinOK-9.4243.2跳過(guò)0.391[20]Z-Max基本30Fz-MaxOK-301.02799.4跳過(guò)0.391[20]Z-Min基本2Fz-MinOK-467.42730.3跳過(guò)0.411[21]Y-Max基本5Fy-MaxOK25.50.0驗(yàn)算0.411[21]Y-Min基本19Fy-MinOK-9.40.0驗(yàn)算0.411[21]Z-Max基本30Fz-MaxOK-230.52666.4跳過(guò)0.411[21]Z-Min基本2Fz-MinOK-375.02554.7跳過(guò)0.432[23]Y-Max基本5Fy-MaxOK25.50.0跳過(guò)0.432[23]Y-Min基本19Fy-MinOK-9.40.0驗(yàn)算0.432[23]Z-Max基本30Fz-MaxOK-165.22526.4跳過(guò)0.432[23]Z-Min基本2Fz-MinOK-290.22526.4跳過(guò)0.453[24]Y-Max基本5Fy-MaxOK25.50.0驗(yàn)算0.453[24]Y-Min基本19Fy-MinOK-9.40.0驗(yàn)算0.453[24]Z-Max基本30Fz-MaxOK-101.62526.4跳過(guò)0.453[24]Z-Min基本2Fz-MinOK-208.82526.4跳過(guò)0.474[24]Y-Max基本5Fy-MaxOK25.50.0驗(yàn)算0.474[24]Y-Min基本19Fy-MinOK-9.40.0驗(yàn)算0.474[24]Z-Max基本30Fz-MaxOK-37.92526.4跳過(guò)0.474[24]Z-Min基本12Fz-MinOK-129.22162.9跳過(guò)0.500[26]Y-Max基本5Fy-MaxOK25.50.0驗(yàn)算0.500[26]Y-Min基本19Fy-MinOK-9.40.0驗(yàn)算0.500[26]Z-Max基本15Fz-MaxOK43.02526.4跳過(guò)0.500[26]Z-Min基本27Fz-MinOK-33.12162.9跳過(guò)0.526[27]Y-Max基本5Fy-MaxOK25.10.0驗(yàn)算0.526[27]Y-Min基本19Fy-MinOK-9.40.0驗(yàn)算0.526[27]Z-Max基本15Fz-MaxOK139.52526.4跳過(guò)0.526[27]Z-Min基本27Fz-MinOK47.42162.9跳過(guò)0.547[28]Y-Max基本5Fy-MaxOK20.80.0驗(yàn)算0.547[28]Y-Min基本19Fy-MinOK-9.20.0驗(yàn)算0.547[28]Z-Max基本2Fz-MaxOK218.02526.4跳過(guò)0.547[28]Z-Min基本27Fz-MinOK111.12162.9跳過(guò)0.568[28]Y-Max基本5Fy-MaxOK16.10.0驗(yàn)算0.568[28]Y-Min基本19Fy-MinOK-9.00.0驗(yàn)算0.568[28]Z-Max基本2Fz-MaxOK298.52526.4跳過(guò)0.568[28]Z-Min基本27Fz-MinOK174.22162.9跳過(guò)0.589[30]Y-Max基本5Fy-MaxOK11.40.0驗(yàn)算0.589[30]Y-Min基本19Fy-MinOK-8.80.0驗(yàn)算0.589[30]Z-Max基本2Fz-MaxOK384.22554.7跳過(guò)0.589[30]Z-Min基本27Fz-MinOK240.42554.7跳過(guò)0.609[31]Y-Max基本20Fy-MaxOK6.6218.9跳過(guò)0.609[31]Y-Min基本4Fy-MinOK-8.5243.2跳過(guò)0.609[31]Z-Max基本2Fz-MaxOK476.52730.3跳過(guò)0.609[31]Z-Min基本27Fz-MinOK310.92730.3跳過(guò)0.630[31]Y-Max基本29Fy-MaxOK2.2637.1跳過(guò)0.630[31]Y-Min基本4Fy-MinOK-8.4707.9跳過(guò)0.630[31]Z-Max基本2Fz-MaxOK575.62836.1跳過(guò)0.630[31]Z-Min基本27Fz-MinOK385.92836.1跳過(guò)0.651[32]Y-Max基本27Fy-MaxOK-0.31055.4跳過(guò)0.651[32]Y-Min基本15Fy-MinOK-10.41055.4跳過(guò)0.651[32]Z-Max基本2Fz-MaxOK680.62938.1跳過(guò)0.651[32]Z-Min基本27Fz-MinOK464.92938.1跳過(guò)0.667[33]Y-Max基本27Fy-MaxOK-2.1950.0跳過(guò)0.667[33]Y-Min基本15Fy-MinOK-13.0950.0跳過(guò)0.667[33]Z-Max基本2Fz-MaxOK761.32938.1跳過(guò)0.667[33]Z-Min基本27Fz-MinOK525.32938.1跳過(guò)0.682[34]Y-Max基本19Fy-MaxOK30.3879.1跳過(guò)0.682[34]Y-Min基本5Fy-MinOK-36.1791.2跳過(guò)0.682[34]Z-Max基本19Fz-MaxOK-487.12971.8跳過(guò)0.682[34]Z-Min基本14Fz-MinOK-815.32874.1跳過(guò)0.703[36]Y-Max基本19Fy-MaxOK31.1487.8跳過(guò)0.703[36]Y-Min基本5Fy-MinOK-36.9439.0跳過(guò)0.703[36]Z-Max基本19Fz-MaxOK-410.92866.9跳過(guò)0.703[36]Z-Min基本14Fz-MinOK-715.52786.5跳過(guò)0.724[37]Y-Max基本19Fy-MaxOK31.996.4驗(yàn)算0.724[37]Y-Min基本5Fy-MinOK-37.986.8跳過(guò)0.724[37]Z-Max基本19Fz-MaxOK-338.52758.1跳過(guò)0.724[37]Z-Min基本14Fz-MinOK-620.72689.1跳過(guò)0.745[37]Y-Max基本19Fy-MaxOK32.60.0驗(yàn)算0.745[37]Y-Min基本5Fy-MinOK-38.80.0驗(yàn)算0.745[37]Z-Max基本19Fz-MaxOK-270.62644.8跳過(guò)0.745[37]Z-Min基本14Fz-MinOK-531.62522.6跳過(guò)0.766[38]Y-Max基本19Fy-MaxOK33.30.0驗(yàn)算0.766[38]Y-Min基本5Fy-MinNG-39.60.0跳過(guò)0.766[38]Z-Max基本19Fz-MaxOK-207.52526.4跳過(guò)0.766[38]Z-Min基本14Fz-MinOK-448.92344.3跳過(guò)0.787[40]Y-Max基本19Fy-MaxOK33.90.0驗(yàn)算0.787[40]Y-Min基本5Fy-MinOK-40.30.0驗(yàn)算0.787[40]Z-Max基本19Fz-MaxOK-147.22526.4跳過(guò)0.787[40]Z-Min基本14Fz-MinOK-369.52526.4跳過(guò)0.808[40]Y-Max基本19Fy-MaxOK34.50.0驗(yàn)算0.808[40]Y-Min基本5Fy-MinOK-41.00.0驗(yàn)算0.808[40]Z-Max基本19Fz-MaxOK-86.82526.4跳過(guò)0.808[40]Z-Min基本14Fz-MinOK-290.72526.4跳過(guò)0.831[42]Y-Max基本19Fy-MaxOK35.10.0驗(yàn)算0.831[42]Y-Min基本5Fy-MinOK-41.70.0驗(yàn)算0.831[42]Z-Max基本19Fz-MaxOK-19.42526.4跳過(guò)0.831[42]Z-Min基本14Fz-MinOK-203.62526.4跳過(guò)0.854[42]Y-Max基本19Fy-MaxOK35.60.0驗(yàn)算0.854[42]Y-Min基本5Fy-MinOK-42.30.0驗(yàn)算0.854[42]Z-Max基本19Fz-MaxOK48.02526.4跳過(guò)0.854[42]Z-Min基本14Fz-MinOK-117.22526.4跳過(guò)0.875[43]Y-Max基本19Fy-MaxOK36.00.0驗(yàn)算0.875[43]Y-Min基本5Fy-MinOK-42.80.0驗(yàn)算0.875[43]Z-Max基本4Fz-MaxOK113.12526.4跳過(guò)0.875[43]Z-Min基本29Fz-MinOK-45.02526.4跳過(guò)0.896[45]Y-Max基本19Fy-MaxOK36.40.0驗(yàn)算0.896[45]Y-Min基本5Fy-MinOK-43.20.0驗(yàn)算0.896[45]Z-Max基本13Fz-MaxOK186.52526.4跳過(guò)0.896[45]Z-Min基本29Fz-MinOK19.12526.4跳過(guò)0.917[46]Y-Max基本19Fy-MaxNG36.60.0驗(yàn)算0.917[46]Y-Min基本5Fy-MinNG-43.50.0跳過(guò)0.917[46]Z-Max基本13Fz-MaxOK268.32666.4跳過(guò)0.917[46]Z-Min基本20Fz-MinOK83.02666.4跳過(guò)0.937[46]Y-Max基本19Fy-MaxOK36.9243.2驗(yàn)算0.937[46]Y-Min基本5Fy-MinOK-43.8243.2跳過(guò)0.937[46]Z-Max基本13Fz-MaxOK357.72799.4跳過(guò)0.937[46]Z-Min基本20Fz-MinOK152.22799.4跳過(guò)0.958[48]Y-Max基本19Fy-MaxOK37.0707.9跳過(guò)0.958[48]Y-Min基本5Fy-MinOK-44.0707.9跳過(guò)0.958[48]Z-Max基本13Fz-MaxOK453.92926.4跳過(guò)0.958[48]Z-Min基本20Fz-MinOK226.42926.4跳過(guò)0.979[49]Y-Max基本19Fy-MaxOK37.11172.6跳過(guò)0.979[49]Y-Min基本5Fy-MinOK-44.11172.6跳過(guò)0.979[49]Z-Max基本13Fz-MaxOK556.03048.1跳過(guò)0.979[49]Z-Min基本20Fz-MinOK304.93048.1跳過(guò)0.992[49]Y-Max基本19Fy-MaxOK37.21055.5跳過(guò)0.992[49]Y-Min基本5Fy-MinOK-44.2950.0跳過(guò)0.992[49]Z-Max基本13Fz-MaxOK619.12938.1跳過(guò)0.992[49]Z-Min基本20Fz-MinOK353.22938.1跳過(guò)1.000[50]Y-Max基本1Fy-MaxOK0.01055.5跳過(guò)1.000[50]Y-Min基本1Fy-MinOK0.01055.5跳過(guò)1.000[50]Z-Max基本1Fz-MaxOK0.03048.1跳過(guò)1.000[50]Z-Min基本1Fz-MinOK0.03048.1跳過(guò)結(jié)論：箱梁的抗剪承載能力驗(yàn)算滿足規(guī)范要求。3、抗扭承載力計(jì)算驗(yàn)算位置結(jié)果rTd

(kN.m)Tn

(kN.m)rVd

(kN)Vn

(kN)截面驗(yàn)算抗扭驗(yàn)算0.000[1]OK0.002475.190.003048.06OK跳過(guò)0.000[1]OK0.002475.190.003048.06OK跳過(guò)0.000[1]OK0.002475.190.003048.06OK跳過(guò)0.008[1]OK0.002475.1932.223264.56OK跳過(guò)0.008[1]OK0.002475.1943.283264.56OK跳過(guò)0.008[1]OK0.002475.1932.223264.56OK跳過(guò)0.021[2]OK191.492688.57-486.912709.38OK跳過(guò)0.021[2]OK-159.102618.36-288.442820.82OK跳過(guò)0.021[2]OK134.892688.57-581.912709.38OK跳過(guò)0.042[3]OK191.512619.62-408.362601.22OK跳過(guò)0.042[3]OK-159.112592.90-209.892649.80OK跳過(guò)0.042[3]OK134.902619.62-479.782601.22OK跳過(guò)0.063[4]OK191.532550.81-334.152488.37OK跳過(guò)0.063[4]OK-159.122550.81-135.692488.37OK跳過(guò)0.063[4]OK134.912550.81-383.592488.37OK跳過(guò)0.083[5]OK191.582483.48-264.972370.14OK跳過(guò)0.083[5]OK-159.162483.48-66.512370.14OK跳過(guò)0.083[5]OK190.522483.48-294.842370.14OK跳過(guò)0.104[6]OK191.682755.05-201.502245.70OK跳過(guò)0.104[6]OK-159.222755.05-3.042245.70OK跳過(guò)0.104[6]OK190.622755.05-218.672245.70OK跳過(guò)0.125[7]OK191.272755.05-141.062245.71OK跳過(guò)0.125[7]OK-158.962755.0557.412245.71OK跳過(guò)0.125[7]OK190.232755.05-146.142245.71OK跳過(guò)0.146[9]OK191.272755.05-80.612245.71OK跳過(guò)0.146[9]OK-117.332755.05129.062245.71OK跳過(guò)0.146[9]OK191.272755.05-80.612245.71OK跳過(guò)0.169[10]OK195.612755.05-13.212245.71OK跳過(guò)0.169[10]OK-114.982755.05215.432245.71OK跳過(guò)0.169[10]OK195.612755.05-13.212245.71OK跳過(guò)0.192[10]OK191.162755.0554.192245.71OK跳過(guò)0.192[10]OK-116.892755.05302.542245.71OK跳過(guò)0.192[10]OK191.162755.0554.192245.71OK跳過(guò)0.213[12]OK186.252755.05114.642245.71OK跳過(guò)0.213[12]OK-118.442755.05381.262245.71OK跳過(guò)0.213[12]OK186.252755.05114.642245.71OK跳過(guò)0.234[12]OK190.952748.32175.092253.37OK跳過(guò)0.234[12]OK-117.752755.05460.502136.17OK跳過(guò)0.234[12]OK190.952748.32175.092253.37OK跳過(guò)0.255[14]OK189.962460.35238.552431.98OK跳過(guò)0.255[14]OK-117.052483.48543.822523.12OK跳過(guò)0.255[14]OK189.962460.35238.552431.98OK跳過(guò)0.276[14]OK190.322500.63307.742596.39OK跳過(guò)0.276[14]OK-117.312512.87634.442785.14OK跳過(guò)0.276[14]OK190.322500.63307.742596.39OK跳過(guò)0.297[16]OK190.572537.95381.942749.65OK跳過(guò)0.297[16]OK-117.492539.71731.472957.50OK跳過(guò)0.297[16]OK190.572537.95381.942749.65OK跳過(guò)0.318[17]OK190.752572.69460.502893.30OK跳過(guò)0.318[17]OK-117.622565.06834.033111.78OK跳過(guò)0.318[17]OK190.752572.69460.502893.30OK跳過(guò)0.333[17]OK191.162553.38520.922923.95OK跳過(guò)0.333[17]OK-117.922528.91912.943173.24OK跳過(guò)0.333[17]OK191.162553.38520.922923.95OK跳過(guò)0.349[19]OK313.792688.57-557.722709.38OK跳過(guò)0.349[19]OK234.372688.57-454.942709.38OK跳過(guò)0.349[19]OK32.502475.19-671.503264.56OK跳過(guò)0.370[20]OK314.172619.62-463.642601.22OK跳過(guò)0.370[20]OK234.622619.62-376.082601.22OK跳過(guò)0.370[20]OK32.052440.71-566.633151.25OK跳過(guò)0.391[20]OK314.342550.81-374.682488.37OK跳過(guò)0.391[20]OK234.822550.81-301.002488.37OK跳過(guò)0.391[20]OK31.702406.30-467.443033.72OK跳過(guò)0.411[21]OK314.592483.48-291.802370.14OK跳過(guò)0.411[21]OK235.112483.48-230.502370.14OK跳過(guò)0.411[21]OK31.122372.64-375.002838.52OK跳過(guò)0.432[23]OK314.962755.05-215.832245.70OK跳過(guò)0.432[23]OK235.542755.05-165.242245.70OK跳過(guò)0.432[23]OK30.192508.43-290.222526.42OK跳過(guò)0.453[24]OK313.902755.05-142.692245.71OK跳過(guò)0.453[24]OK235.502755.05-101.582245.71OK跳過(guò)0.453[24]OK31.572530.26-208.802501.57OK跳過(guò)0.474[24]OK313.902755.05-70.162245.71OK跳過(guò)0.474[24]OK235.982755.05-37.952245.71OK跳過(guò)0.474[24]OK-124.132726.82-129.202166.74OK跳過(guò)0.500[26]OK313.902755.0520.522245.71OK跳過(guò)0.500[26]OK237.482755.0543.022245.71OK跳過(guò)0.500[26]OK-125.632755.05-33.112136.17OK跳過(guò)0.526[27]OK303.872755.05111.192245.71OK跳過(guò)0.526[27]OK230.082755.05139.532245.71OK跳過(guò)0.526[27]OK-125.812755.0547.422136.17OK跳過(guò)0.547[28]OK221.912755.05155.972245.71OK跳過(guò)0.547[28]OK-5.292508.43217.982526.42OK跳過(guò)0.547[28]OK-117.962755.05111.142136.17OK跳過(guò)0.568[28]OK-141.132755.05225.642136.17OK跳過(guò)0.568[28]OK-24.782508.43298.512526.42OK跳過(guò)0.568[28]OK-104.532755.05174.242136.17OK跳過(guò)0.589[30]OK-109.132483.48302.322523.12OK跳過(guò)0.589[30]OK-32.862372.64384.242838.51OK跳過(guò)0.589[30]OK-81.802483.48240.372523.12OK跳過(guò)0.609[31]OK-78.352532.12404.612528.59OK跳過(guò)0.609[31]OK-31.882406.30476.513033.72OK跳過(guò)0.609[31]OK-52.822482.16310.862856.77OK跳過(guò)0.630[31]OK-121.142619.62493.662601.22OK跳過(guò)0.630[31]OK-14.012440.71575.593151.25OK跳過(guò)0.630[31]OK-11.982440.71385.933151.25OK跳過(guò)0.651[32]OK-150.192688.57490.992709.38OK跳過(guò)0.651[32]OK24.922475.19680.553264.56OK跳過(guò)0.651[32]OK43.082475.19464.933264.56OK跳過(guò)0.667[33]OK171.762502.12651.393218.78OK跳過(guò)0.667[33]OK80.722475.19761.293264.56OK跳過(guò)0.667[33]OK105.462475.19525.293264.56OK跳過(guò)0.682[34]OK132.082645.06-697.012838.64OK跳過(guò)0.682[34]OK94.252645.06-487.122641.58OK跳過(guò)0.682[34]OK70.572453.43-815.273193.46OK跳過(guò)0.703[36]OK190.202586.94-708.242752.12OK跳過(guò)0.703[36]OK87.852586.94-410.852548.39OK跳過(guò)0.703[36]OK158.102586.94-715.472752.12OK跳過(guò)0.724[37]OK257.262529.30-613.032655.92OK驗(yàn)算0.724[37]OK62.602486.81-338.512549.02OK跳過(guò)0.724[37]OK226.962529.30-620.722655.92OK驗(yàn)算0.745[37]OK297.672807.30-523.542491.47OK驗(yàn)算0.745[37]OK22.482534.55-270.572644.80OK跳過(guò)0.745[37]OK268.582807.30-531.632491.47OK驗(yàn)算0.766[38]OK316.212755.05-413.622315.38OK驗(yàn)算0.766[38]OK-29.572508.43-207.532526.42OK跳過(guò)0.766[38]OK286.862755.05-448.852315.38OK驗(yàn)算0.787[40]OK325.842755.05-341.042245.71OK驗(yàn)算0.787[40]OK-95.462656.22-147.232358.20OK跳過(guò)0.787[40]OK290.282755.05-369.472245.71OK驗(yàn)算0.808[40]OK318.522755.05-268.502245.71OK跳過(guò)0.808[40]OK-164.982755.05-86.782245.71OK跳過(guò)0.808[40]OK274.662755.05-290.722245.71OK跳過(guò)0.831[42]OK297.332755.05-187.632245.71OK跳過(guò)0.831[42]OK-243.162755.05-19.392245.71OK跳過(guò)0.831[42]OK245.182755.05-203.582245.71OK跳過(guò)0.854[42]OK-351.312755.0545.942245.71OK跳過(guò)0.854[42]OK-327.762755.0548.012245.71OK跳過(guò)0.854[42]OK203.472755.05-117.182245.71OK跳過(guò)0.875[43]OK-430.272755.05111.042245.71OK跳過(guò)0.875[43]OK-407.032755.05113.112245.71OK跳過(guò)0.875[43]OK158.322755.05-45.022245.71OK跳過(guò)0.896[45]OK-510.422755.05183.572245.71OK驗(yàn)算0.896[45]OK-395.412755.05186.462245.71OK跳過(guò)0.896[45]OK123.212755.0519.062245.71OK跳過(guò)0.917[46]OK-584.172483.48259.712370.14OK驗(yàn)算0.917[46]OK-471.032483.48268.292370.14OK跳過(guò)0.917[46]OK139.212483.4883.042370.14OK跳過(guò)0.937[46]OK-647.762550.81342.732488.37OK驗(yàn)算0.937[46]OK-536.862550.81357.732488.37OK驗(yàn)算0.937[46]OK108.672515.91152.182563.48OK跳過(guò)0.958[48]OK-698.342619.62431.772601.22OK驗(yàn)算0.958[48]OK-590.212619.62453.912601.22OK驗(yàn)算0.958[48]OK82.922496.67226.362824.68OK跳過(guò)0.979[49]OK-732.352688.57526.032709.38OK驗(yàn)算0.979[49]OK-626.552688.57556.022709.38OK驗(yàn)算0.979[49]OK64.732475.19304.893048.05OK跳過(guò)0.992[49]OK-743.422688.57584.032709.38OK驗(yàn)算0.992[49]OK-638.302688.57619.092901.83OK驗(yàn)算0.992[49]OK58.592475.19353.223264.56OK跳過(guò)1.000[50]OK0.002475.190.003048.06OK跳過(guò)1.000[50]OK0.002475.190.003048.06OK跳過(guò)1.000[50]OK0.002475.190.003048.06OK跳過(guò)結(jié)論：箱梁的抗扭承載能力驗(yàn)算滿足規(guī)范要求。4、箱梁抗裂驗(yàn)算驗(yàn)算位置裂縫位置組合名稱組成結(jié)果Sig_SS

(kN/mm^2)W_cr

(mm)W_AC

(mm)0.000[1]底頻遇32My-MaxOK0.000.000.20.000[1]頂頻遇31My-MinOK0.000.000.20.008[1]底頻遇32My-MaxOK0.000.000.20.008[1]頂頻遇31My-MinOK0.000.000.20.021[2]底頻遇39My-MaxOK0.020.020.20.021[2]頂頻遇36My-MinOK0.000.000.20.042[3]底頻遇39My-MaxOK0.050.060.20.042[3]頂頻遇36My-MinOK0.000.000.20.063[4]底頻遇39My-MaxOK0.070.080.20.063[4]頂頻遇36My-MinOK0.000.000.20.083[5]底頻遇39My-MaxOK0.090.100.20.083[5]頂頻遇36My-MinOK0.000.000.20.104[6]底頻遇39My-MaxOK0.110.120.20.104[6]頂頻遇36My-MinOK0.000.000.20.125[7]底頻遇39My-MaxOK0.120.130.20.125[7]頂頻遇36My-MinOK0.000.000.20.146[9]底頻遇39My-MaxOK0.120.130.20.146[9]頂頻遇36My-MinOK0.000.000.20.169[10]底頻遇39My-MaxOK0.120.130.20.169[10]頂頻遇36My-MinOK0.000.000.20.192[10]底頻遇39My-MaxOK0.110.120.20.192[10]頂頻遇36My-MinOK0.000.000.20.213[12]底頻遇39My-MaxOK0.100.100.20.213[12]頂頻遇36My-MinOK0.000.000.20.234[12]底頻遇39My-MaxOK0.090.080.20.234[12]頂頻遇36My-MinOK0.020.020.20.255[14]底頻遇39My-MaxOK0.060.060.20.255[14]頂頻遇36My-MinOK0.020.030.20.276[14]底頻遇39My-MaxOK0.040.050.20.276[14]頂頻遇36My-MinOK0.040.040.20.297[16]底頻遇39My-MaxOK0.010.010.20.297[16]頂頻遇36My-MinOK0.070.070.20.318[17]底頻遇39My-MaxOK0.000.000.20.318[17]頂頻遇36My-MinOK0.100.100.20.333[17]底頻遇39My-MaxOK0.000.000.20.333[17]頂頻遇36My-MinOK0.120.130.20.349[19]底頻遇39My-MaxOK0.000.010.20.349[19]頂頻遇36My-MinOK0.090.090.20.370[20]底頻遇39My-MaxOK0.030.040.20.370[20]頂頻遇36My-MinOK0.060.060.20.391[20]底頻遇39My-MaxOK0.060.070.20.391[20]頂頻遇36My-MinOK0.050.040.20.411[21]底頻遇39My-MaxOK0.080.100.20.411[21]頂頻遇36My-MinOK0.030.030.20.432[23]底頻遇39My-MaxOK0.100.080.20.432[23]頂頻遇36My-MinOK0.020.020.20.453[24]底頻遇39My-MaxOK0.110.100.20.453[24]頂頻遇36My-MinOK0.030.040.20.474[24]底頻遇39My-MaxOK0.120.110.20.474[24]頂頻遇36My-MinOK0.020.020.20.500[26]底頻遇39My-MaxOK0.120.110.20.500[26]頂頻遇36My-MinOK0.010.020.20.526[27]底頻遇39My-MaxOK0.110.100.20.526[27]頂頻遇36My-MinOK0.020.02