鋼絞線伸長(zhǎng)量計(jì)算

1、伸長(zhǎng)量計(jì)算專用表格（非對(duì)稱兩端張拉）兩端張拉線形實(shí)際長(zhǎng)度x曲線半徑摩阻系數(shù)角度影響系數(shù)(kx+)1-e-(kx+)本段摩阻損失(MPa)本段張拉端應(yīng)力本段終點(diǎn)應(yīng)力平均張拉應(yīng)力伸長(zhǎng)量(mm)第1段直線6.8180.250.00150.0102270.01017514.19431395.0001380.8061387.89148.5274第2段曲線2.443200.250.1221730.00150.0342080.03363046.43641380.8061334.3691357.45517.0097第3段直線6.0910.250.00150.0091360.00909412.13511334.

2、3691322.2341328.29341.4875第4段曲線2.443200.250.1221730.00150.0342080.03363044.46671322.2341277.7681299.87416.2882第5段直線6.8180.250.00150.0102270.01017513.00141277.7681264.7661271.25644.4493第6段曲線0.000200.250.0000000.00150.0000000.0000000.00001264.7661264.7661264.7660.0000第7段直線0.0000.250.00150.0000000.0000

3、000.00001264.7661264.7661264.7660.0000第8段曲線0.000200.250.0000000.00150.0000000.0000000.00001264.7661264.7661264.7660.0000第9段直線0.0000.250.00150.0000000.0000000.00001264.7661264.7661264.7660.0000第10段曲線0.000200.250.0000000.00150.0000000.0000000.00001264.7661264.7661264.7660.0000第11段直線0.0000.250.00150.00

4、00000.0000000.00001264.7661264.7661264.7660.0000第12段曲線0.00080.250.0000000.00150.0000000.0000000.00001264.7661264.7661264.7660.0000第13段直線0.0000.250.00150.0000000.0000000.00001264.7661264.7661264.7660.0000第14段曲線0.00080.250.0000000.00150.0000000.0000000.00001264.7661264.7661264.7660.0000第15段直線0.0000.25

5、0.00150.0000000.0000000.00001264.7661264.7661264.7660.0000第16段曲線0.00080.250.0000000.00150.0000000.0000000.00001264.7661264.7661264.7660.0000第17段直線0.0000.250.00150.0000000.0000000.00001264.7661264.7661264.7660.0000第18段曲線0.00080.250.0000000.00150.0000000.0000000.00001264.7661264.7661264.7660.0000第19段直

6、線0.0000.250.00150.0000000.0000000.00001264.7661264.7661264.7660.0000第20段曲線0.00080.250.0000000.00150.0000000.0000000.00001264.7661264.7661264.7660.0000第21段直線0.0000.250.00150.0000000.0000000.00001264.7661264.7661264.7660.0000第22段曲線0.00080.250.0000000.00150.0000000.0000000.00001264.7661264.7661264.7660

7、.0000第23段直線0.0000.250.00150.0000000.0000000.00001264.7661264.7661264.7660.0000第24段曲線0.00080.250.0000000.00150.0000000.0000000.00001264.7661264.7661264.7660.0000第25段直線0.0000.250.00150.0000000.0000000.00001264.7661264.7661264.7660.0000第26段曲線0.00080.250.0000000.00150.0000000.0000000.00001264.7661264.76

8、61264.7660.0000第27段直線0.0000.250.00150.0000000.0000000.00001264.7661264.7661264.7660.0000第28段曲線0.00080.250.0000000.00150.0000000.0000000.00001264.7661264.7661264.7660.0000第29段直線0.0000.250.00150.0000000.0000000.00001264.7661264.7661264.7660.0000第30段曲線0.00080.250.0000000.00150.0000000.0000000.00001264.

9、7661264.7661264.7660.0000第31段直線0.0000.250.00150.0000000.0000000.00001264.7661264.7661264.7660.0000第32段曲線0.00080.250.0000000.00150.0000000.0000000.00001264.7661264.7661264.7660.0000第33段直線0.0000.250.00150.0000000.0000000.00001264.7661264.7661264.7660.0000第34段曲線0.00080.250.0000000.00150.0000000.0000000

10、.00001264.7661264.7661264.7660.0000第35段直線0.0000.250.00150.0000000.0000000.00001264.7661264.7661264.7660.0000第36段曲線0.00080.250.0000000.00150.0000000.0000000.00001264.7661264.7661264.7660.0000第37段直線0.0000.250.00150.0000000.0000000.00001264.7661264.7661264.7660.0000第38段曲線0.00080.250.0000000.00150.00000

11、00.0000000.00001264.7661264.7661264.7660.0000第39段直線0.0000.250.00150.0000000.0000000.00001264.7661264.7661264.7660.0000第40段曲線0.00080.250.0000000.00150.0000000.0000000.00001264.7661264.7661264.7660.0000第41段直線0.0000.250.00150.0000000.0000000.00001264.7661264.7661264.7660.0000總長(zhǎng)24.614彈性模量：195000Mpa左段長(zhǎng)度(

12、m)12.3069方程求解迭代應(yīng)力差伸長(zhǎng)量（mm）左端86.3283剛束變形零點(diǎn)所在線段3零點(diǎn)左端長(zhǎng)度比0.5000001右段長(zhǎng)度(m)12.30690.000右端86.3283說(shuō)明：1、本表單位剛束長(zhǎng)度和曲線半徑以m計(jì)，應(yīng)力以Mpa計(jì)，伸長(zhǎng)量單位以mm計(jì)。2、本表適用用于非對(duì)稱剛束兩端張拉時(shí)的伸長(zhǎng)量計(jì)算，數(shù)據(jù)填好后按下“計(jì)算”按鈕即可。計(jì)算右幅外側(cè)腹板N1左右線形實(shí)際長(zhǎng)度x曲線半徑摩阻系數(shù)角度影響系數(shù)(kx+)1-e-(kx+)-(kx+)本段摩阻損失本段張拉端應(yīng)力本段終點(diǎn)應(yīng)力平均張拉應(yīng)力伸長(zhǎng)量(mm)第1段直線11.1840.250.00150.0167760.01663622.79141

13、370.0001347.2091358.57277.9194第2段曲線1.387150.250.0924670.00150.0251970.02488233.52171347.2091313.6871330.3779.4627第3段直線3.6130.250.00150.0054200.0054057.10031313.6871306.5871310.13424.2744第4段曲線1.499150.250.0999330.00150.0272320.02686435.10071306.5871271.4861288.9579.9084第5段直線6.0170.250.00150.0090260.0

14、0898511.42421271.4861260.0621265.76539.0570第6段曲線1.499150.250.0999330.00150.0272320.02686433.85081260.0621226.2111243.0609.5556第7段直線6.50.250.00150.0097500.00970311.89751226.2111214.3141220.25340.6751第8段曲線1.499150.250.0999330.00150.0272320.02686432.62181214.3141181.6921197.9299.2087第9段直線6.0170.250.001

15、50.0090260.00898510.61741181.6921171.0741176.37536.2987第10段曲線1.499150.250.0999330.00150.0272320.02686431.46021171.0741139.6141155.2738.8808第11段直線14.2280.250.00150.0213420.02111624.06391139.6141115.5501127.53982.2699第12段曲線2.282150.250.1521330.00150.0414560.04060945.30111115.5501070.2491092.74312.7879

16、第13段直線6.2930.250.00150.0094400.00939510.05511070.2491060.1941065.21434.3764第14段曲線2.282150.250.1521330.00150.0414560.04060943.05321060.1941017.1411038.51912.1533第15段直線5.5630.250.00150.0083450.0083108.45221017.1411008.6891012.90928.8965第16段曲線2.582150.250.1721330.00150.0469060.04582346.22141008.689962.

17、467985.39713.0477第17段直線5.0050.250.00150.0075080.0074797.1987962.467955.269958.86324.6108第18段曲線2.582150.250.1721330.00150.0469060.04582343.7735955.269911.495933.21112.3567第19段直線3.3520.250.00150.0050280.0050154.5715911.495906.924909.20715.6290第20段曲線0.901150.250.0600670.00150.0163680.01623514.7238906.9

18、24892.200899.5424.1563第21段直線6.5920.250.00150.0098880.0098398.7786892.200883.421887.80330.0123第22段曲線0.901150.250.0600670.00150.0163680.01623514.3423883.421869.079876.2304.0486第23段直線7.0290.250.00150.0105440.0104889.1150869.079859.964864.51331.1624第24段曲線1.04150.250.0693330.00150.0188930.01871616.095185

19、9.964843.869851.8914.5434第25段直線5.4550.250.00150.0081830.0081496.8768843.869836.992840.42623.5104第26段曲線1.04150.250.0693330.00150.0188930.01871615.6651836.992821.327829.1354.4221第27段直線1.8740.250.00150.0028110.0028072.3055821.327819.021820.1747.8821第28段曲線1.392150.250.0928000.00150.0252880.02497120.4517

20、819.021798.570808.7525.7732第29段直線11.1420.250.00150.0167130.01657413.2356798.570785.334791.93345.2499第30段曲線0.00000.250.0000000.00150.0000000.0000000.0000785.334785.334785.3340.0000第31段直線0.0000.250.00150.0000000.0000000.0000785.334785.334785.3340.0000總長(zhǎng)122.249彈性模量：195000Mpa含工作長(zhǎng)度1m伸長(zhǎng)量合計(jì)（mm）662.1297設(shè)計(jì)（m

21、m）674.0000右幅外側(cè)腹板N2左右線形實(shí)際長(zhǎng)度x曲線半徑摩阻系數(shù)角度影響系數(shù)(kx+)1-e-(kx+)-(kx+)本段摩阻損失本段張拉端應(yīng)力本段終點(diǎn)應(yīng)力平均張拉應(yīng)力伸長(zhǎng)量(mm)第1段直線10.3130.250.00150.0154700.01535021.03011370.0001348.9701359.45871.8979第2段曲線1.088150.250.0725330.00150.0197650.01957126.40111348.9701322.5691335.7267.4527第3段直線5.8620.250.00150.0087930.00875411.57841322.5

22、691310.9901316.77139.5842第4段曲線1.3150.250.0866670.00150.0236170.02334030.59851310.9901280.3921295.6318.6375第5段直線6.2070.250.00150.0093110.00926711.86581280.3921268.5261274.45040.5667第6段曲線1.3150.250.0866670.00150.0236170.02334029.60741268.5261238.9191253.6648.3578第7段直線4.6990.250.00150.0070490.0070248.7

23、0181238.9191230.2171234.56329.7498第8段曲線1.3150.250.0866670.00150.0236170.02334028.71321230.2171201.5041215.8048.1054第9段直線6.2070.250.00150.0093110.00926711.13471201.5041190.3691195.92838.0673第10段曲線1.3150.250.0866670.00150.0236170.02334027.78321190.3691162.5861176.4237.8428第11段直線16.5020.250.00150.02475

24、30.02444928.42421162.5861134.1621148.31597.1769第12段曲線1.935150.250.1290000.00150.0351530.03454239.17601134.1621094.9861114.45911.0589第13段直線6.6130.250.00150.0099200.00987010.80801094.9861084.1781089.57336.9505第14段曲線1.935150.250.1290000.00150.0351530.03454237.44951084.1781046.7281065.34310.5715第15段直線3.

25、9340.250.00150.0059010.0058846.15861046.7281040.5701043.64621.0549第16段曲線2.19150.250.1460000.00150.0397850.03900440.58631040.570999.9831020.14211.4570第17段直線5.3660.250.00150.0080490.0080178.0166999.983991.967995.97027.4070第18段曲線2.19150.250.1460000.00150.0397850.03900438.6906991.967953.276972.49310.921

26、8第19段直線5.5990.250.00150.0083990.0083637.9726953.276945.303949.28427.2566第20段曲線0.801150.250.0534000.00150.0145520.01444613.6560945.303931.647938.4593.8549第21段直線6.6890.250.00150.0100340.0099839.3009931.647922.347926.98931.7981第22段曲線0.801150.250.0534000.00150.0145520.01444613.3243922.347909.022915.6683

27、.7613第23段直線5.1370.250.00150.0077060.0076766.9776909.022902.045905.52923.8549第24段曲線0.925150.250.0616670.00150.0168040.01666415.0315902.045887.013894.5084.2432第25段直線5.5670.250.00150.0083510.0083167.3762887.013879.637883.32025.2177第26段曲線0.925150.250.0616670.00150.0168040.01666414.6581879.637864.979872.

28、2874.1378第27段直線4.0820.250.00150.0061230.0061045.2801864.979859.699862.33618.0516第28段曲線1.092150.250.0728000.00150.0198380.01964316.8867859.699842.812851.2284.7669第29段直線10.3130.250.00150.0154700.01535012.9376842.812829.875836.32744.2310第30段曲線0.00000.250.0000000.00150.0000000.0000000.0000829.875829.875

29、829.8750.0000第31段直線0.0000.250.00150.0000000.0000000.0000829.875829.875829.8750.0000總長(zhǎng)122.172彈性模量：195000Mpa含工作長(zhǎng)度1m伸長(zhǎng)量合計(jì)（mm）678.0343設(shè)計(jì)（mm）681.0000右幅外側(cè)腹板N3右幅外側(cè)腹板N2左右線形實(shí)際長(zhǎng)度x曲線半徑摩阻系數(shù)角度影響系數(shù)(kx+)1-e-(kx+)-(kx+)本段摩阻損失本段張拉端應(yīng)力本段終點(diǎn)應(yīng)力平均張拉應(yīng)力伸長(zhǎng)量(mm)第1段直線9.4790.250.00150.0142190.01411819.34151370.0001350.6581360.3

30、0666.1248第2段曲線0.724150.250.0482670.00150.0131530.01306717.64841350.6581333.0101341.8154.9819第3段直線8.2440.250.00150.0123660.01229016.38251333.0101316.6281324.80256.0085第4段曲線0.901150.250.0600670.00150.0163680.01623521.37541316.6281295.2521305.9116.0340第5段直線6.5920.250.00150.0098880.00983912.74431295.252

31、1282.5081288.87043.5704第6段曲線0.901150.250.0600670.00150.0163680.01623520.82141282.5081261.6861272.0695.8776第7段直線3.0980.250.00150.0046470.0046365.84951261.6861255.8371258.75919.9981第8段曲線0.901150.250.0600670.00150.0163680.01623520.38841255.8371235.4491245.6155.7554第9段直線6.5920.250.00150.0098880.00983912

32、.15591235.4491223.2931229.36141.5587第10段曲線0.901150.250.0600670.00150.0163680.01623519.86011223.2931203.4331213.3355.6062第11段直線18.7010.250.00150.0280520.02766233.28901203.4331170.1441186.710113.8086第12段曲線1.935150.250.1290000.00150.0351530.03454240.41891170.1441129.7251149.81611.4097第13段直線6.6130.250.0

33、0150.0099200.00987011.15091129.7251118.5741124.14038.1228第14段曲線1.935150.250.1290000.00150.0351530.03454238.63761118.5741079.9361099.14210.9069第15段直線1.9340.250.00150.0029010.0028973.12841079.9361076.8081078.37110.6952第16段曲線2.19150.250.1460000.00150.0397850.03900441.99981076.8081034.8081055.66911.8560

34、第17段直線5.3660.250.00150.0080490.0080178.29571034.8081026.5121030.65528.3615第18段曲線2.19150.250.1460000.00150.0397850.03900440.03811026.512986.4741006.36111.3022第19段直線7.7990.250.00150.0116990.01163011.4730986.474975.001980.72739.2240第20段曲線0.401150.250.0267330.00150.0072850.0072587.0769975.001967.924971.

35、4581.9977第21段直線7.0820.250.00150.0106230.01056710.2278967.924957.696962.80134.9670第22段曲線0.401150.250.0267330.00150.0072850.0072586.9513957.696950.745954.2171.9623第23段直線3.5680.250.00150.0053520.0053385.0748950.745945.670948.20517.3497第24段曲線0.463150.250.0308670.00150.0084110.0083767.9208945.670937.7499

36、41.7042.2359第25段直線6.020.250.00150.0090300.0089898.4298937.749929.320933.52828.8197第26段曲線0.463150.250.0308670.00150.0084110.0083767.7839929.320921.536925.4222.1973第27段直線6.4960.250.00150.0097440.0096978.9358921.536912.600917.06130.5499第28段曲線0.727150.250.0484670.00150.0132070.01312011.9736912.600900.62

37、6906.6003.3800第29段直線9.4790.250.00150.0142190.01411812.7149900.626887.911894.25443.4699第30段曲線0.00000.250.0000000.00150.0000000.0000000.0000887.911887.911887.9110.0000第31段直線0.0000.250.00150.0000000.0000000.0000887.911887.911887.9110.0000總長(zhǎng)122.096彈性模量：195000Mpa含工作長(zhǎng)度1m伸長(zhǎng)量合計(jì)（mm）698.1319設(shè)計(jì)（mm）695.0000右幅外側(cè)

38、腹板N4左右線形實(shí)際長(zhǎng)度x曲線半徑摩阻系數(shù)角度影響系數(shù)(kx+)1-e-(kx+)-(kx+)本段摩阻損失本段張拉端應(yīng)力本段終點(diǎn)應(yīng)力平均張拉應(yīng)力伸長(zhǎng)量(mm)第1段直線8.6960.250.00150.0130440.01295917.75421370.0001352.2461361.10460.6982第2段曲線0.27150.250.0180000.00150.0049050.0048936.61651352.2461345.6291348.9351.8678第3段直線10.6530.250.00150.0159800.01585321.33161345.6291324.2981334.9

39、3572.9285第4段曲線0.537150.250.0358000.00150.0097560.00970812.85641324.2981311.4411317.8593.6292第5段直線6.4470.250.00150.0096710.00962412.62121311.4411298.8201305.12143.1493第6段曲線0.537150.250.0358000.00150.0097560.00970812.60901298.8201286.2111292.5053.5594第7段直線2.4630.250.00150.0036950.0036884.74311286.2111

40、281.4681283.83816.2159第8段曲線0.537150.250.0358000.00150.0097560.00970812.44061281.4681269.0271275.2383.5118第9段直線6.4470.250.00150.0096710.00962412.21301269.0271256.8141262.91141.7538第10段曲線0.537150.250.0358000.00150.0097560.00970812.20121256.8141244.6131250.7043.4442第11段直線20.8230.250.00150.0312350.03075

41、238.27401244.6131206.3391225.376130.8514第12段曲線2.055150.250.1370000.00150.0373330.03664444.20541206.3391162.1341184.09912.4786第13段直線5.9980.250.00150.0089970.00895710.40881162.1341151.7251156.92235.5857第14段曲線2.055150.250.1370000.00150.0373330.03664442.20411151.7251109.5211130.49211.9136第15段直線0.7960.25

42、0.00150.0011940.0011931.32401109.5211108.1971108.8594.5264第16段曲線2.345150.250.1563330.00150.0426010.04170646.21861108.1971061.9781084.92313.0469第17段直線4.7170.250.00150.0070760.0070517.48751061.9781054.4911058.23025.5983第18段曲線2.345150.250.1563330.00150.0426010.04170643.97881054.4911010.5121032.34512.41

43、46第19段直線9.8780.250.00150.0148170.01470814.86241010.512995.6501003.06250.8115第20段曲線0.108150.250.0072000.00150.0019620.0019601.9515995.650993.698994.6730.5509第21段直線6.8630.250.00150.0102950.01024210.1771993.698983.521988.60134.7937第22段曲線0.108150.250.0072000.00150.0019620.0019601.9278983.521981.593982.5

44、570.5442第23段直線2.8830.250.00150.0043250.0043154.2357981.593977.357979.47414.4811第24段曲線0.126150.250.0084000.00150.0022890.0022862.2346977.357975.123976.2400.6308第25段直線5.8450.250.00150.0087680.0087298.5120975.123966.611970.86129.1009第26段曲線0.126150.250.0084000.00150.0022890.0022862.2100966.611964.401965

45、.5050.6239第27段直線8.9020.250.00150.0133530.01326412.7920964.401951.609957.99043.7335第28段曲線0.272150.250.0181330.00150.0049410.0049294.6906951.609946.918949.2611.3241第29段直線8.6550.250.00150.0129830.01289912.2139946.918934.704940.79841.7570第30段曲線0.00000.250.0000000.00150.0000000.0000000.0000934.704934.704

46、934.7040.0000第31段直線0.0000.250.00150.0000000.0000000.0000934.704934.704934.7040.0000總長(zhǎng)122.024彈性模量：195000Mpa含工作長(zhǎng)度1m伸長(zhǎng)量合計(jì)（mm）715.5252設(shè)計(jì)（mm）709.0000右幅中側(cè)腹板N1左右線形實(shí)際長(zhǎng)度x曲線半徑摩阻系數(shù)角度影響系數(shù)(kx+)1-e-(kx+)-(kx+)本段摩阻損失本段張拉端應(yīng)力本段終點(diǎn)應(yīng)力平均張拉應(yīng)力伸長(zhǎng)量(mm)第1段直線11.1840.250.00150.0167760.01663622.79141370.0001347.2091358.57277.91

47、94第2段曲線1.387150.250.0924670.00150.0251970.02488233.52171347.2091313.6871330.3779.4627第3段直線3.680.250.00150.0055200.0055057.23161313.6871306.4551310.06824.7233第4段曲線1.499150.250.0999330.00150.0272320.02686435.09711306.4551271.3581288.8279.9074第5段直線6.0170.250.00150.0090260.00898511.42301271.3581259.9351

48、265.63839.0530第6段曲線1.499150.250.0999330.00150.0272320.02686433.84741259.9351226.0881242.9359.5547第7段直線6.50.250.00150.0097500.00970311.89631226.0881214.1911220.13040.6710第8段曲線1.499150.250.0999330.00150.0272320.02686432.61851214.1911181.5731197.8089.2078第9段直線6.0170.250.00150.0090260.00898510.61631181.

49、5731170.9571176.25736.2951第10段曲線1.499150.250.0999330.00150.0272320.02686431.45701170.9571139.5001155.1578.8799第11段直線14.3240.250.00150.0214860.02125724.22211139.5001115.2771127.34582.8107第12段曲線2.282150.250.1521330.00150.0414560.04060945.29001115.2771069.9871092.47612.7848第13段直線6.2930.250.00150.009440

50、0.00939510.05261069.9871059.9351064.95334.3680第14段曲線2.282150.250.1521330.00150.0414560.04060943.04271059.9351016.8921038.26512.1504第15段直線5.5630.250.00150.0083450.0083108.45021016.8921008.4421012.66128.8894第16段曲線2.582150.250.1721330.00150.0469060.04582346.21011008.442962.232985.15613.0445第17段直線5.0050

51、.250.00150.0075080.0074797.1969962.232955.035958.62924.6048第18段曲線2.582150.250.1721330.00150.0469060.04582343.7628955.035911.272932.98312.3536第19段直線3.4190.250.00150.0051290.0051154.6615911.272906.611908.93915.9367第20段曲線0.901150.250.0600670.00150.0163680.01623514.7188906.611891.892899.2314.1549第21段直線6

52、.5920.250.00150.0098880.0098398.7756891.892883.116887.49730.0019第22段曲線0.901150.250.0600670.00150.0163680.01623514.3373883.116868.779875.9284.0472第23段直線7.0290.250.00150.0105440.0104889.1119868.779859.667864.21531.1516第24段曲線1.04150.250.0693330.00150.0188930.01871616.0895859.667843.578851.5974.5419第25段

53、直線5.4550.250.00150.0081830.0081496.8744843.578836.703840.13623.5023第26段曲線1.04150.250.0693330.00150.0188930.01871615.6597836.703821.044828.8494.4205第27段直線1.9330.250.00150.0029000.0028952.3772821.044818.666819.8548.1271第28段曲線1.392150.250.0928000.00150.0252880.02497120.4429818.666798.224808.4025.7707第2

54、9段直線11.1420.250.00150.0167130.01657413.2298798.224784.994791.59045.2302第30段曲線0.00000.250.0000000.00150.0000000.0000000.0000784.994784.994784.9940.0000第31段直線0.0000.250.00150.0000000.0000000.0000784.994784.994784.9940.0000總長(zhǎng)122.538彈性模量：195000Mpa含工作長(zhǎng)度1m伸長(zhǎng)量合計(jì)（mm）663.5656設(shè)計(jì)（mm）676.0000右幅中側(cè)腹板N2左右線形實(shí)際長(zhǎng)度x曲線

55、半徑摩阻系數(shù)角度影響系數(shù)(kx+)1-e-(kx+)-(kx+)本段摩阻損失本段張拉端應(yīng)力本段終點(diǎn)應(yīng)力平均張拉應(yīng)力伸長(zhǎng)量(mm)第1段直線10.3130.250.00150.0154700.01535021.03011370.0001348.9701359.45871.8979第2段曲線1.088150.250.0725330.00150.0197650.01957126.40111348.9701322.5691335.7267.4527第3段直線5.9290.250.00150.0088940.00885411.71011322.5691310.8591316.70540.0346第4段曲

56、線1.3150.250.0866670.00150.0236170.02334030.59541310.8591280.2631295.5018.6367第5段直線6.2070.250.00150.0093110.00926711.86461280.2631268.3991274.32240.5626第6段曲線1.3150.250.0866670.00150.0236170.02334029.60441268.3991238.7941253.5388.3569第7段直線4.6990.250.00150.0070490.0070248.70091238.7941230.0931234.43929

57、.7468第8段曲線1.3150.250.0866670.00150.0236170.02334028.71031230.0931201.3831215.6828.1045第9段直線6.2070.250.00150.0093110.00926711.13361201.3831190.2491195.80838.0635第10段曲線1.3150.250.0866670.00150.0236170.02334027.78041190.2491162.4691176.3057.8420第11段直線16.5980.250.00150.0248970.02459028.58471162.4691133.

58、8841148.11797.7254第12段曲線1.935150.250.1290000.00150.0351530.03454239.16641133.8841094.7181114.18611.0562第13段直線6.6130.250.00150.0099200.00987010.80541094.7181083.9131089.30636.9414第14段曲線1.935150.250.1290000.00150.0351530.03454237.44031083.9131046.4721065.08310.5689第15段直線3.9340.250.00150.0059010.005884

59、6.15701046.4721040.3151043.39121.0497第16段曲線2.19150.250.1460000.00150.0397850.03900440.57641040.315999.7391019.89211.4542第17段直線5.3660.250.00150.0080490.0080178.0146999.739991.724995.72627.4003第18段曲線2.19150.250.1460000.00150.0397850.03900438.6812991.724953.043972.25510.9192第19段直線5.6660.250.00150.00849

60、90.0084638.0656953.043944.977949.00427.5747第20段曲線0.801150.250.0534000.00150.0145520.01444613.6513944.977931.326938.1353.8536第21段直線6.6890.250.00150.0100340.0099839.2977931.326922.028926.66931.7871第22段曲線0.801150.250.0534000.00150.0145520.01444613.3197922.028908.709915.3523.7600第23段直線5.1370.250.00150.0