40 



| 



| 









0.30 







J 



U in kts T /w£ 

 ox 



A 0.50 



O 0.6 -0.31 









i 



... .i 



I 





0.20 



0.10 



































U. 10 















0.10 







i 



i 









0.05 























i 



















\Z^ 



i 



! 



| 



J 





2 





f 



5 



B 1 



REDUCED FREQUENCY ua/c x 10" u 



Figure 20 - Dynamic Load Response to Vertical Motion 



on Bead Chain (i = 12.05 feet, Bottom Anchor) 



