TABLE 1 



Cable -Anchor Configuration I 

 Horizontal Component of Tension at Surface = 10,000 lbs 



Position 



Distance 

 Along line 



in fee i. 



Angle of 

 line 



e 



•in degrees 



H-lght of 



line above 



anchor 



y 



in feet 



Horizontal 



Distance 

 frc~. anchor 



X 



in feet 



Anchor, beginning 

 of Chain 

 W =13-5 lb/ft 

 in water 















o- 



End of Fir3t Shot 

 of Chain 



90 



6.9 



5.H 



88 



Clump - niOO lbs 

 in water 



90 



28 



5.4 



88 



End of Chain, 

 beginning of 

 Cable 



270 



37.7 



102 



2*H 



Surface end of 



Cable 



W = 1.25 lb/ft 



in water 



1^20 



52.3 



3000 



3131 



10 



