预应力钢筋后张法张拉伸长量计算书(附件)

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1、第一、第六联A节段预应力张拉伸长量计算表表1预应力束分段L简化计算结果精确计算结果012345678910111213T1　35.7500.000.000000.0536250.947787166592.60171181.300.224171953000.22411W111.3000.000.000000.0019500.998052175427.58175598.790.00836180.207311953000.0083620.20730521.4408.250.143990.0381570.962561168859.83172143.700.0090801194919.5360

2、.00907936.5570.000.000000.0098360.990213167207.15168033.490.0403588187622.0290.04035841.4418.260.144160.0382030.962518160939.89164073.520.0086604185785.7170.00865956.8420.000.000000.0102630.989789159296.61160118.250.0401293178822.0960.04012961.4418.260.144160.0382030.962518153325.85156311.230.0

3、082507176996.230.0082579.4670.000.000000.0142010.985900151163.93152244.890.052795170362.0560.05279481.2407.100.123920.0328400.967694146280.40148722.170.0067551167959.9260.00675596.1720.000.000000.0092580.990785144932.39145606.390.0329188162533.7780.032919W212.8110.000.000000.0042170.99579217540

4、0.21175585.110.01807950.2077761953000.018060.20735121.5008.310.145040.0385090.962223168774.10172087.150.0094553194478.2510.00943433.5470.000.000000.0053210.994694167878.52168326.310.0218701187131.420.02182441.4508.310.145040.0384340.962295161548.66164713.590.0087485186138.4320.00872956.2280.000

5、.000000.0093420.990702160046.50160797.580.0366831179120.0890.03660561.4508.310.145040.0384340.962295154011.96157029.230.0083404177454.5410.008322712.6540.000.000000.0189810.981198151116.22152564.090.070716170763.6240.07056581.0596.070.105940.0280740.972317146932.81149024.520.0057808167552.9270.

6、00576895.2420.000.000000.0078630.992168145782.01146357.410.0281028162914.4860.028043W314.3210.000.000000.0064820.993539174634.43175202.220.02773070.2090021953000.0277310.20899421.4618.370.088140.0242260.976065170454.53172544.480.009234194038.30.00923430.5360.000.000000.0008040.999196170317.5417

7、0386.030.0033453189393.9190.00334541.4608.370.146080.0387110.962029163850.36167083.950.0089356189241.7080.00893555.6120.000.000000.0084180.991617162476.86163163.610.0335412182055.9560.03354161.4608.370.146080.0387110.962029156307.