吊桥计算

按抛物线计算参考资料：悬索结构设计 中国建筑工业出版社 沈世钊 等著 200601第

x y50整合数据 x，y 4.5

00500,0 4.5

2-0.147936502000,-147.936 4.5

4-0.268544504000,-268.544 4.5

6-0.361824506000,-361.824 4.5

8-0.427776508000,-427.776 4.5

10-0.46645010000,-466.4 4.5

12-0.4776965012000,-477.696 4.5

14-0.4616645014000,-461.664 4.5

16-0.4183045016000,-418.304 4.5

18-0.3476165018000,-347.615999999999 4.5

20-0.24965020000,-249.599999999999 4.5

22-0.1242565022000,-124.256 4.5

240.0284165024000,28.4160000000004 4.5

260.2084165026000,208.416 4.5

280.4157445028000,415.744 4.5

300.65045030000,650.4 4.5

320.9123845032000,912.384 4.5

34 1.2016965034000,1201.696 4.5

36 1.5183365036000,1518.336 4.5

38 1.8623045038000,1862.304 4.5

40 2.23365040000,2233.6 4.5

42 2.6322245042000,2632.224 4.5

44 3.0581765044000,3058.176 4.5

46 3.5114565046000,3511.456 4.5

48 3.9920645048000,3992.064 4.5

50 4.55050000,4500 4.5

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

沈世钊 等著 200601第二版

-2.135

-2.135

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-2.135

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-2.135

-2.135

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-2.135

-2.135

-2.135

-2.135

-2.135

-2.135

-2.135

-2.135

-2.135

-2.135

-2.135

-2.135

-2.135

-2.135

-2.135

-2.135

-2.135

-2.135