







'"] 















O) 



"D 







OJ 











1 ai 







£ '- 2 ■- 



1 ^ 



o 





•i -i ^ -g .t .? K 





g 





~ -£ -D "g .- c js 



1 ^ « "> 



1 ill 



1 o^ X =1 

 1 O 



< Q. 



1 Si- 



o 



1 



E 





lg lowering or re 

 o. 1370863, furl 

 le are presented 

 nalysis is adapte 

 he results of whi 



of confidence, 

 ship motions duri 



verificotion of 

 s of drag and ma 



1 ^ « S 



1 zil 



' a 



1 < a. 



g 



Q. 



1 





-ig lowering or re 

 o. 1370863, fuH 

 le ore presented 

 nalysis is adapte 

 he results of whi 



of confidence, 

 ship motions duri 



verification of 

 s of drag and moi 



1 |2. 



UJ -s -o 



^<2 



■a 

 J 





ad dynamics durii 

 chnicol Report N 



the lowering cob 

 The theoretical a 

 iples are given, t 

 ing operations. 



a greater degree 

 3ns and load and 

 rovide a basis for 

 m the coefficient 



-|2 



-a 



-o 



s 





ad dynamics durii 

 chnicol Report N 



the lowering cob 

 The theoretical o 

 iples ore given, t 

 ing operations. 



a greater degree 

 3ns and load and 

 rovide o basis for 

 in the coefficient 



oz - 







1 OZ :: 







boratory 

 LOWERIN 

 LOAD DY 

 Apri 



g 



X 





atory 

 WERIN 

 AD DY 

 Apr 



>- 



> 



i 









>^*~ '" u? X a -r c Tj "° 



1 .822 







>^'~ *~ « X *D -r c -D -D 



1 ii^ 



1 o)Z Q_ 







g.fgS2::*i!g-g 



-3qSf 







S.|-g £ ss - *ii i-S 







-D-D u t; g, °-¥ « a £ 



ojZ^ 







-a-S o ^ 5,0.2 «. o S 



vil Engineerin 



F RAISING A 



CABLE AND 



87 p. illus 



c 



£. 



f the coble on 

 in Project Tri 

 : stresses expe 

 3ayload porom 

 o typical desii 

 f the lowering 

 jdure applicab 

 ements of cab 

 liencies of dot 

 or, data ore n 

 be estimates. 



vil Engineerin 



F RAISING A 



CABLE AND 1 



87 p. illus 



c 



g 



o 



s 



f the cable an 

 in Project Tri 

 : stresses expe 

 say load poram 

 o typical desij 

 f the lowering 

 3dure applicab 

 ements of cobl 

 liencies of dot 

 or, data are n 

 be estimates. 



Naval Ci 

 ANICS O 

 OCEAN: 



13 



s-s 



« cp 



analysis o 

 ean given 

 m dynomii 

 able and | 

 e, and tw 

 e safety o 

 isign proc( 

 ke measur 

 II indefic 

 n particul 

 necessity 



Naval Ci 

 ANICS O 

 OCEAN: 

 33 



g§ 



S 9 



analysis o 

 ean given 

 m dynomi, 

 able and | 

 e, and tw 

 e safety o 

 isign proct 

 ke measur 

 II indefic 

 n particul 

 necessity 



. X " 









1 . X . Vt 









•^ U g; T 



D 



!^ 



soretica 

 3 deep o 

 e maxim 

 ange of 

 procedu 

 srms of t 

 ike the c 

 ory to m 

 ition to 1 



e must o 



1 '^ u S; 3 



D 



^ 



■50E>-.3^"°Et 



1 . i^ m Q: 

 1 D S Q h- 



1 



o 



u- 



>■ 



UJ ,'i^ a: 

 D 5 Q .1- 



D 



o 

 u. 



> 



2 deep 

 e moxi 

 ange 

 procei 

 ;rms of 

 ike the 

 ory to 

 ition tc 

 ations. 

 e must 









Based on a thi 

 eavy loads in th( 

 alculations of th 

 overing a wide r 



proposed design 



re discussed in te 



In order to mo 



onsidered necess 



full-scale opero 

 neory and calcul 

 'hich at this stag 









Based on a thi 

 eavy loads in thi 

 alculations of th 

 overing a wide r 



proposed design 



re discussed in t( 



In order to mo 



onsidered necess 



full-scale opero 

 heory and calcul 

 'hich at this stag 





















-EUOOO uo^* 









.EOUOO OD^S 



1 









■ ~1 









1 "° 

 1 ^ « " 



zJ "i 



C 



a 





ig or raising 

 i3, further 

 sented 

 adapted to 

 of which 



Bnce, it is 

 ns during 

 on of 

 ind moss. 



LOADS IN THE 

 by P. Holmes 



Unclassified 



i 





 D- 





g or raising 

 3, further 

 iented 

 adopted to 

 of which 



ns during 

 on of 

 ind mass, 



— o c 

 1 ,/>X =) 



1 CI . 



< a. 



1 O >. 



1 ~' "^ 



1 



*E 



c 

 >. 



-a 

 •D 



8 





ng lowerin 

 o. 137086 

 le are prei 

 nalysis is , 

 he results 



of confidi 

 ship motio 



verificoti 

 s of drag c 



1 



'i 





^g lowerin 

 o. 137086 

 le ore pre; 

 nalysis is i 

 he results 



of confidi 

 ship motio 



verificoti 

 s of drag e 



1 <2 -o 



' LU -^ <► 



1 ^1^ 





ad dynamics durii 

 chnicol Report N 



the lowering cab 

 The theoretical a 

 iples are given, t 

 ing operations. 



a greater degree 

 3ns and load ond 

 rovide o bosis for 

 in the coefficient 



1 ^1.- 



1 I^S 

 ' T= 2 o. 



1 ^ < ^ 



c 

 >^ 



-CI 

 -D 



s 





od dynamics durir 

 chnicol Report N 



the lowering cab 

 The theoretical a 

 iples ore given, t 

 ing operations. 



a greater degree 

 3ns and load and 

 rovide o basis for 

 m the coefficient 



i o z - 



1 





O Z - 







atory 

 WERIN 

 AD DY 

 Apri 



> 



g 



X 





otory 

 WERIN 

 4D DY 

 Apri 



> 



X 





' -222 



in' 





OCJc bw.C.-CL'-' 



>-' vi °'^-t c -D -o 



.222 







oojc EViJi.-a'.' 

 >-'" ■" «• X o •; c -D "g 



1 ii^ 



1 oiZ Q. 







g^-^-DttJ'-Sajc^ 



1 Jq>: 







o-^-dCS'-Jjjc^ 







-o-g " ^ g.°J^ ° S 



1 o>z5 







-D-otJa) □)°-7;_2! a o) 



1 1 < o S 







g;^ ^if^?l-gi .= .= 



•^ < Q S 







c -c I" E •- o>-9 J3 -S c . 

 Di_Q.cii(!.cDD„ 



1 S o z = 







f the coble 

 in Project 

 3 Stresses e> 

 3ayload par 

 o typical di 

 f the loweri 

 ;dure applii 

 ements of c 

 liencies of i 

 or, data an 

 be estimate 



3i O Z = 







f the coble 

 in Project 

 : stresses e> 

 3ayload par 

 typical di 

 f the loweri 

 sdure applii 

 ements of c 

 liencies of ( 

 or, data on 

 be estimate 



vil Engini 



F RAISIN 



CABLE A 



87 p. i 



c 



g 



o 



s 



vil Engine 



F RAISINi 



CABLE A^ 



87 p. i 



c 



s 



Naval Ci 

 lANICS O 

 OCEAN: 

 !3 



-D — 

 C ? 



a! 9 



ono lysis o 

 eon given 

 m dynomii 

 able and | 

 e, and tw 

 e safety o 

 isign proci 

 ke measur 

 II indefie 

 n particul 

 necessity 



Naval Ci 

 ANICS O 

 OCEAN: 

 !3 



g? 



analysis o 



m dynamic 

 able and [ 

 e, and tw 

 e safety o 

 isign procf 

 ke measur 

 II indefic 

 n particul 

 necessity 



• J^ Ji 









X Ui 









■^Ug; T 



_D 



12 



■oOEu--2-^"°Et 



1 -^ 5 S: ^ 



3 



— 



-50£^^-.-aEt "o 



. i" m q: 

 1 3 5 Q 1- 



3 



o 



soretic 

 2 deep 

 e moxi 

 ange o 

 procei 

 ;rms of 

 ike the 

 ary to 

 tion te 

 ations. 

 e must 



1 . ui S q; 



1 3 5 Q H 



D 



3 



;oretic 

 ! deep 



angeo 

 procei 

 ;rms of 

 ike the 

 ory to 

 ition tc 

 ations. 

 e must 





j; 



> 



1 

 1 



^ 



>- 









Based on a thi 

 eavy loads in thi 

 olculations of th 

 overing a wide r 



proposed design 



re discussed in t( 



In order to mo 



onsidered necess 



full-scale opera 

 heory and colcut 

 'hich ot this stag 



1 



1 

 1 



' 





Bosed on o th( 

 vy loods in thf 

 :ulations of th 

 ering a wide r 

 'Oposed design 

 discussed in U 

 In order to mo 

 sidered necess 

 ill-SCO le opero 

 3ry and calcul 

 ch at this stag 









1 













1 













1 







is S o 5 Soli 









-cuuoo uo^* 



1 



1 









