RELATIVE TO SUSPENSION BRIDGES 
343 
Table (Continued). 
Deflections or 
Versed Sines. 
Length of the 
Chains. 
Tensions at the 
Middle Points. 
Tensions at the 
Extremities. 
Angles with the 
Horizon at the 
Extremities. 
One in 23.95 
.04176 
1.00463 
2.986 
3.027 
0 / 
9 30 
23.14 
.04321 
1.00496 
2.886 
2.928 
9 50 
22.34 
.04476 
1.00532 
2.785 
2.830 
10 11 
21.54 
.04642 
1.00568 
2.685 
2.731 
10 33 
20.74 
.04823 
1.00617 
2.584 
2.632 
10 57 
19-93 
.05017 
1.00668 
2.483 
2.533 
11 23 
19.13 
.05227 
1.00725 
2.383 
2.435 
11 51 
18.33 
.05456 
1.00789 
2.282 
2.337 
12 22 
17.52 
.05706 
1.00863 
2.181 
2.238 
12 55 
16.72 
.05980 
1.00947 
2.080 
2.140 
13 31 
15.92 
.06282 
1.01045 
1.979 
2.041 
14 11 
15.11 
.06617 
1.01158 
1.878 
1.943 
14 54 
14.31 
.06989 
1.01291 
1.777 
1.846 
15 43 
13.50 
.07406 
1.01448 
1.676 
1.749 
16 28 
12.70 
.07876 
1.01635 
1.574 
1.652 
17 37 
11.89 
.08411 
1.01862 
1.473 
1.555 
18 45 
11.08 
.09024 
1.02139 
1.371 
1.469 
20 2 
10.27 
.09734 
1.02484 
1.269 
1.363 
21 31 
9-47 
.10563 
1.02893 
1.166 
1.269 
23 12 
8.65 
.11559 
1.03474 
1.063 
1.174 
25 11 
7-84 
.12762 
1.04219 
0.960 
1.083 
27 31 
7.00 
.14280 
1.05343 
0.854 
0.990 
30 20 
2 Y 
MDCCCXXXI 
