=a5° 4. = 8,33 x 1075 Sec 
. ve . £t 
=-6 
Pi Oj Ey Na IVA a a* 0 8, Xa Yi 
Deg. lbs/£t® ft ft ft 
5* <== oe -~ = ) 1600 1595 140 
15 5.5413 4.4993 2.7138 .175 672 1552 1260 760 
20 3.6169 2.6594 2.1655 .260 998 1504 1106 901 
25 2.6397 1.7556 1.7953 .344 1332 1452 966 988 
30 2.0413 1.2241 1.5206 .424 1.63 1385 830 1032 
40 1.3303 0.6388 1.1186 .576 2322 1226 589 1031 
50 0.9055 0.3370 0.8202 .710 2.73 1029 383 932 
60 0.6081 0.1656 0.5777 .822 3.16 800 218 £760 
70 0.3760 0.0670 0.3679 .910 3.49 547 98 536 
80 0.1790 0.0157 0.1781 #£.970 1G Ie] 278 24 276 
90 0 - 0 0 1,000 3.84 fe) 0 0 
ey Gia -s sec” 
vy = 10 ve 16.8 x 10 RE 
2 -6 
Pi Oy Ey Na 1/t, ane a Sr Ant 
Deg. lbs /£t* ft €t £€ 
10* -- -- -- = ) 3180 3130 560 
15 10.9142 9.4884 4.6189 .089 (6342. 3130 2720 1325 
20 5.3292 4.1497 2.9580 .177 .680 3040 2370 1690 
25 3.4485 2.4085 2.2487 7264 1.015 2930 2050 1910 
30 2.4935 1.5600 1.8113 .348 1.335 2790 1750 2030 
40 1.5087 0.7481 1.2561 .508 1.95 2470 1230 2060 
50 0.9848 0.3754 0.8888 .653 2.51 2070 789 1870 
60 0.6428 0.1780 0.6099 .778 2.99 1610 446 1530 
70 0.3889 0.0701 0.3806 .880 3.38 1100 198 1080 
80 0.1819 0.0161 0.1810 .954 3.66 558 49 556 
90 0 ) 6) 1.00 3.84 fe) (0) ) 
* Special case of cable towed at critical angle. 
50 
