隧道曲墻拱設(shè)計計算表

1、各截面的中心坐標(biāo)夾角x0=0y0=01=27.3510 x1=106.8423y1=20.17462=52.0455x2=200.0391y2=78.91283=71.9075x3=265.8579y3=163.73894=83.4194x4=303.2696y4=279.28005=90.4443x5=313.8868y5=375.07866=93.9038x6=313.7687y6=484.40767=97.5754x7=303.3823y7=593.50538=101.2470 x8=292.3535y8=701.9491符合曲墻拱結(jié)構(gòu)集合要素及ik計算過程表（一）截面isinicosi

2、XiYi00.0000000.0000000.0000000.0000000.000000121.3860000.3646490.931145106.842320.1746243.0571000.6827270.730674200.039178.9128361.7063000.8805290.473991265.8579163.7389480.3554000.9858660.167536303.2696279.2800587.0286000.9986560.051837313.8868375.0786692.1244000.999313-0.037069313.7687484.4076795.

3、6222000.995190-0.097969303.3823593.5053899.1200000.987359-0.158503292.3535701.9491曲墻拱結(jié)構(gòu)幾何要素及ik計算過程表（二）截面Ii1/IiYi/IiYi/Ii(1+Yi)/Ii00.00225444.444444400444.444444410.00225444.44444448966.488889180895.3267199272.74920.00225444.444444435072.355562767657.7792838246.93530.00225444.444444472772.84444119157

4、45.512061735.6340.00225444.4444444124124.444434665474.8434914168.1850.00225444.4444444166701.662526202.7562860050.3960.002632763379.8290991183992.102389127172.789495536.7370.007695757129.941730777121.1058545771785.0745926157.2280.03241808330.8469809821653.0105415199311.2615242648.138865.827657201027

5、8.972749898436.5753927860.2計算過程表（一）截面集中力（kN）力臂（m）000000144.5324986.683143.7952280.5020420.252131243.8302496.6831411.0497780.3638170.428369330.9544366.6831415.9574110.1890840.530002417.594646.6831421.735490.0172080.5849754.9932466.6831418.021548-0.08824-0.5588396-0.0555426.86279420.5668750-0.54713170

6、8.55592320.5233630-0.5312648013.16585220.4003520-0.530713計算過程表（二）截面0000001001.0684230.2017460251.2156383.7952280.9319680.587382-47.731335723101.72902714.8450060.6581880.848261-66.956824824139.36660330.8024170.3741171.155411-52.139415415163.64438352.5379070.1061720.957986-17.374451436175.32076970.559

7、455-0.0011811.093290.2070538287182.12802191.12633-0.1038641.09097718.916544778190.683944111.649693-0.1102881.08443821.03015082計算過程表截面00.0000001.0000000.0000000.0000000.00000010.3646490.93114551.215638-3.79522818.67574520.6827270.730674101.729027-14.84500669.45314130.8805290.473991139.366603-30.80241

8、7122.71640240.9858660.167536163.644383-52.537907161.33142150.9986560.051837175.320769-70.559455175.08505660.999313-0.037069182.128021-91.126330182.00284470.995190-0.097969190.683944-111.649693189.76666280.987359-0.158503203.849796-132.050045201.272837計算過程表截面00.0000444.44440.00001.00000.00001-26.6959

9、444.44440.20171.2017-11864.85292-104.2006444.44440.78911.7891-46311.38733-204.0984444.44441.63742.6374-90710.38834-308.5354444.44442.79283.7928-137126.85495-366.8879444.44443.75084.7508-163061.29316-432.5924379.82914.84415.8441-164311.17257-502.5452129.94175.93516.9351-65301.59618-593.003730.84707.0

10、1958.0195-18292.3724-2037543.7235計算過程表截面00.0000439.50030.0000439.5003195333.46671-26.6959439.5003-0.1308412.6736183410.49862-104.2006439.5003-0.5115334.7882148794.76243-204.0984439.5003-1.0613234.3407104151.41044-308.5354439.5003-1.8101129.154857402.11505-366.8879439.5003-2.431070.181431191.71846-43

11、2.5924439.5003-3.13963.76831431.30927-502.5452439.5003-3.8467-66.8917-8692.01718-593.0037439.5003-4.5496-158.0529-4875.45631845960.8251各點彈性反力的計算過程表截面30.6113220.3056611.2167690.37191961.70630041.0000000.8056610.7052330.56817980.35540050.9486170.9743091.1831611.15276487.02860060.7644280.8565220.262940

12、0.22521492.12440070.4472250.6058260.9893800.59939395.62220080.0000000.2236130.9519350.21286599.120000的計算過程表截面R3=0.47018765551979R4=1.052974R5=1.15603730.3596050.115541.4910961.06060.6715020.39752.5766280.9941.8252360.65330.56625163.6208000.80422.9602010.62591.72411974.6288410.65074.0784240.55172.877

13、46485.5986040.37695.1727210.33734.014956的計算過程表截面sinicosiRvsin(i)Rv361.70630.88050.47400.17630.1552480.35540.98590.16750.27150.2676587.02860.99870.05180.33120.3308692.12440.9993-0.03710.32290.3227795.62220.9952-0.09800.26420.2629899.12000.9874-0.15850.23040.2275計算過程表ijij截面截面3-0.1155444.44441.63742.63

14、74-51.33334-1.4576444.44442.79283.7928-647.82225-1.8716444.44443.75084.7508-831.82226-1.9457379.82914.84415.8441-739.03357-1.9369129.94175.93516.9351-251.68418-1.340630.84707.01958.0195-41.3535-7354.4236 計算過程表截面00.00001.06110.00001.0611471.578510.00001.0611-0.02601.0350460.014720.00001.0611-0.10180.

15、9593426.34683-0.11551.0611-0.21120.7344326.39234-1.45761.0611-0.3602-0.7567-336.32325-1.87161.0611-0.4837-1.2943-575.23376-1.94571.0611-0.6247-1.5094-573.30427-1.93691.0611-0.7654-1.6413-213.27008-1.34061.0611-0.9053-1.1848-36.5484-539.9176218計算過程表截面4444.44440.0000129.1548-0.75670.00005444.44440.960

16、49470.1814-1.294329959.45846379.82912.2346633.7683-1.50943198.49367129.94172.88222-66.8917-1.6413-25052.3055830.84703.804723-158.0529-1.1848-18549.76057475.8384計算結(jié)果截面0439.500-44.836394.6650.0000.0541412.674-43.736368.93714.5380.0512334.788-40.535294.25358.1330.0403234.341-31.032203.309107.8090.02641

17、29.15531.976161.131152.421-5.016570.18154.691124.872171.394-9.50963.76863.78067.548185.405-17.1837-66.89269.3532.462200.768-22.9558-158.05350.066-107.987222.306-30.188hssincos0.4594401250.888208743244r1=0.7884991060.615035901336r2=0.9505563710.310552065950r3=0.9934116840.1146002911817.64020.99996993

18、2-0.0077546580.997679743-0.068081792191.63720.991272199-050680.980795456-0.195039158184.874356.7976di0.3000000.3000000.3000000.3000000.3000000.3000000.3161290.4520060.730000積分系數(shù)14242424100000.532959-22.177184-3.56184-0.9568950.451578-19.792776-3.017959-4.7333830.315935-9.77959-2.111438-

19、8.457460.164495-2.89423-1.099343-12.714610.061543-0.307299-0.411310.0711440.0032830.000182-0.02253111.2527750.0416070-0.35598610.903324=1r=2r=3r=4r=1s=2s=3s=4s=1a=2a=3a=4a=Ds=p/1 8 0曲墻拱結(jié)構(gòu)集合要素及ik計算過程表（一）曲墻拱結(jié)構(gòu)幾何要素及ik計算過程表（二）計算過程表（一）力臂（m）0.0940420-1.23814310.826732000-26.695919-2.229248613-104.2006213-

20、12.59243963-204.0983738-35.58945143-308.5354236-50.33057938-366.8879094-77.14194656-432.5923762-99.41673012-502.5452235-121.0771698-593.00365350.0000000.000000-3.53390715.141838-10.84685558.606286-14.600081108.116322-8.802002152.529419-3.657624171.4274333.377987185.38083110.938154200.70481520.930293

21、222.203129積分系數(shù)0.00000.00001-2393.6866-14258.53954-36545.6124-82856.99972-148528.1921-239238.58044-382967.8805-520094.73542-611608.0152-774669.30834-795935.8073-960246.97982-387568.4338-452870.02994-128403.1436-146695.51601-71596957783積分系數(shù)計算過程表（二）計算過程表計算過程表計算過程表0.000010.00000.00000.0000

22、37002.3345415.1418-0.603514.5383117418.1133258.6063-0.473658.1327170536.37374108.1163-0.3072107.8091160312.62672152.5294-0.1086152.4208116993.46084171.4274-0.0336171.39386933.37032185.38080.0240185.4049-51587.58204200.70480.0635200.7683-34223.22131222.20310.1027222.30591626883.34720.8805290.4739910.

23、3274850.1762860.9858660.1675360.5601480.0951910.9986560.0518371.1512140.0597560.999313-0.0370690.225059-0.0083490.995190-0.0979690.596509-0.0587220.987359-0.1585030.210174-0.033740R6=0.995474R7=0.695085R8=0.2177940.22440.38250.4733490.13310.40161.6226620.24340.2974820.08950.26792.7809540.19221.44676

24、80.11840.6804070.0479RhcosiRh0.32750.155200.88760.14870.1189289482.03880.10570.2250991082.2639-0.08390.4065841052.8604-0.28020.5431229583.0706-0.48670.714207358各點彈性反力的計算過程表的計算過程表R5=1.156037的計算過程表計算過程表積分系數(shù)積分系數(shù)-84.0526-135.38604-1809.2379-2457.0601-239238.5804-3119.9871-3951.8094-520094.7354-3579.9343-4318.9678-774669.3083-1493.7587-1745.4428-960246.9798-290.2803-331.6337-452870.0299-29859.8187-37214.2423積分系數(shù)0.000010.0000-0.0013-0.00139280.613240.0000-0.0012-0.001