

A 











f\ 













Load 

 Pipe: 



600 tons; area = 3 

 81 lb/ft, V- 150 



00 ft^ 





1 ' 



1 









A 











/ 



\ 









/ 



\ 







/ 





\ 3,000 ft 

 6,000 ft 







5 10 15 20 



Wave Period (sec) 



Figure B-15. Dynamic force in pipe string suspended from a C1-M-A VI 

 (fully developed sea with 20-knot wind). 



133 



