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 。 ()radkL()kLe()kLPe()12kLe简化计算结果 P精确计算结果0 1 2 3 4 5 6 7 8 9 10 11 12 13T1 35.750 0.00 0.00000 0.053625 0.947787 166592.60 171181.30 0.22417 195300 0.22411 1 1.300 0.00 0.00000 0.001950 0.998052 175427.58 175598.79 0.0083618 195300 0.0083622 1.440 8.25 0.14399 0.038
2、157 0.962561 168859.83 172143.70 0.0090801 194919.536 0.0090793 6.557 0.00 0.00000 0.009836 0.990213 167207.15 168033.49 0.0403588 187622.029 0.0403584 1.441 8.26 0.14416 0.038203 0.962518 160939.89 164073.52 0.0086604 185785.717 0.0086595 6.842 0.00 0.00000 0.010263 0.989789 159296.61 160118.25 0.0
3、401293 178822.096 0.0401296 1.441 8.26 0.14416 0.038203 0.962518 153325.85 156311.23 0.0082507 176996.23 0.008257 9.467 0.00 0.00000 0.014201 0.985900 151163.93 152244.89 0.052795 170362.056 0.0527948 1.240 7.10 0.12392 0.032840 0.967694 146280.40 148722.17 0.0067551 167959.926 0.006755W19 6.172 0.0
4、0 0.00000 0.009258 0.990785 144932.39 145606.39 0.03291880.20731162533.778 0.0329190.2073051 2.811 0.00 0.00000 0.004217 0.995792 175400.21 175585.11 0.0180795 195300 0.018062 1.500 8.31 0.14504 0.038509 0.962223 168774.10 172087.15 0.0094553 194478.251 0.0094343 3.547 0.00 0.00000 0.005321 0.994694
5、 167878.52 168326.31 0.0218701 187131.42 0.0218244 1.450 8.31 0.14504 0.038434 0.962295 161548.66 164713.59 0.0087485 186138.432 0.0087295 6.228 0.00 0.00000 0.009342 0.990702 160046.50 160797.58 0.0366831 179120.089 0.0366056 1.450 8.31 0.14504 0.038434 0.962295 154011.96 157029.23 0.0083404 177454
6、.541 0.0083227 12.654 0.00 0.00000 0.018981 0.981198 151116.22 152564.09 0.070716 170763.624 0.0705658 1.059 6.07 0.10594 0.028074 0.972317 146932.81 149024.52 0.0057808 167552.927 0.005768W29 5.242 0.00 0.00000 0.007863 0.992168 145782.01 146357.41 0.02810280.207776162914.486 0.0280430.2073511 4.32
7、1 0.00 0.00000 0.006482 0.993539 174634.43 175202.22 0.0277307 195300 0.0277312 1.461 8.37 0.08814 0.024226 0.976065 170454.53 172544.48 0.009234 194038.3 0.0092343 0.536 0.00 0.00000 0.000804 0.999196 170317.54 170386.03 0.0033453 189393.919 0.0033454 1.460 8.37 0.14608 0.038711 0.962029 163850.36
8、167083.95 0.0089356 189241.708 0.0089355 5.612 0.00 0.00000 0.008418 0.991617 162476.86 163163.61 0.0335412 182055.956 0.0335416 1.460 8.37 0.14608 0.038711 0.962029 156307.40 159392.13 0.0085243 180529.841 0.0085237 16.277 0.00 0.00000 0.024416 0.975880 152537.29 154422.35 0.0920708 173674.891 0.09
9、20668 0.881 5.05 0.14608 0.037843 0.962864 146872.67 149704.98 0.0048333 169485.878 0.004833W39 3.875 0.00 0.00000 0.005813 0.994204 146021.45 146447.06 0.02078690.209002163191.853 0.0207870.208994B1 35.750 0.00 0.00000 0.053625 0.947787 166592.60 171181.30 0.22417 195300 0.22411 第 9、10 栏计算公式 ygPLAE第 12、13 栏计算公式 ()1kye
