托浑线耐张塔挂板倾角计算表1

1J(30)G200638.9423.6153.732 0.03111 162.3140.0780662J(31)G211J(31)G211638.9423.6153.732 0.03111 162.3140.0780663J(34)G228J(34)G228638.9423.6154.457 0.03111 167.2930.0780664J(35)G240J(35)G240638.9423.6155.997 0.03111177.970.0780665J(36)G250J(36)G250570.9423.6155.626 0.03111 175.3960.0780666J(39)G285J(39)G285570.9423.6155.404 0.03111173.860.0780667J(41)G299J(41)G299638.9423.6155.779 0.03111176.460.0780668J(42)G319J(42)G319638.9423.6155.496 0.03111 174.4950.0780669J(43)G326J(43)G326638.9423.6155.693 0.03111 175.8610.07806610J(44)G336J(44)G336638.9423.6153.49 0.03111 160.6610.07806611J(44A)G349 J(44A)G349 638.9423.6154.618 0.03111 168.4070.07806612J(45)G357J(45)G357638.9423.6155.762 0.03111176.340.07806613J(46)G371J(46)G371638.9423.6155.3 0.03111 173.1370.07806614J(47)G375J(47)G375638.9423.6156.468 0.03111 181.2150.07806615J(48)G380J(48)G380638.9423.6154.093 0.03111 164.7880.07806616J(49)G385J(49)G385628.5423.6158.026 0.03111 192.0210.07806617J(49)G389 J(49)G389628.5423.6155.545 0.03111 174.8330.07806618J(51)G401 J(51)G401628.5423.6155.286 0.03111 173.0830.07806619J(52)G406 J(52)G406628.5423.6155.358 0.03111 173.5420.07806620J(53)G415 J(53)G415628.5423.6155.132 0.03111 171.9710.07806621J(54)G427 J(54)G427628.5423.6155.214 0.03111172.540.07806622J(55)G457 J(55)G457628.5423.6155.119 0.03111 171.8780.07806623J(56)G478 J(56)G478638.9423.6155.658 0.03111 175.6210.07806624J(57)G487 J(57)G487638.9423.6154.476 0.03111 167.4250.07806625J(58)G495 J(58)G495638.9423.6153.64 0.03111 161.6870.07806626J(59)G499J(59)G499638.9423.6155.389 0.03111 173.7540.07806627J(60)G505J(60)G505638.9423.6153.597 0.03111161.390.07806628J(61)G513J(61)G513638.9423.6155.146 0.03111 172.0650.07806629J(62)G515J(62)G515638.9423.6155.173 0.03111 172.2530.078066导线年均应力N/m m 2 导线自重比载N/m m m 2地线年均应力N/m m 2编号小号侧耐张塔大号侧耐张塔导线耐张串重量（kg) 地线自重比载N/mm m 2地线耐张串重量（ kg)下导线中导线地线下导线中导...