Close
About
FAQ
Home
Collections
Login
USC Login
Register
0
Selected
Invert selection
Deselect all
Deselect all
Click here to refresh results
Click here to refresh results
USC
/
Digital Library
/
University of Southern California Dissertations and Theses
/
Undergraduate Papers
/
Stress analysis for the re-design in steel of a wooden steam ship from U.S. Standards
(USC Thesis Other)
Stress analysis for the re-design in steel of a wooden steam ship from U.S. Standards
PDF
Download
Share
Open document
Flip pages
Contact Us
Contact Us
Copy asset link
Request this asset
Transcript (if available)
Content
1 I -1 T T F.- D IG I ~ OOD IP • • s T • l. e t t r C ce rd • e 1 18 ~I j .,~ \ I I ~ T ble of co @~ ~ • p ge plan tion of Pl te I • • • • • • • • • • • • • • • 1 Dete i tion of - • 1 Di pl ce r1 1 e t • • • • • • • • 2 TO -i ,C 1 I - C ve Di a- e 1 C .. H . 0 • • • • • • • ete • . l8 Dr t 1 1 • • • • • • • • • • • • Dete • iO of 1 e 1 C t • • • • • • • • • e er 0 C C • • • • • • • 4 l . . tre t • 4 1 1 r • • • • • • • i:e t .. 1 e II • • • • • • • • • • • • • • • • • • 8 to 1 t III • • • • • • • • • • • • • • • • 6 th C i u t tr • • • • • • • • • 7 ct 1 r ~ • • • • • • • • • • • • - T ble I e 0 Pl • • • • • • • • • • • l le II r l i C e • • • • • • • • •• • • 11 T I I . • 1 e e 1 • • • • • • • • • • - l IV e ce • • • • • • • • • • • • • T 1 V 1 C e t C i T ble VI 0 t 0 t • • • • • • 16 T ble VII Tr V vol • • • • • • • • • • • 7 T l VI I 0 e t V e • • • • • • -1 - ble IX Bu C C e C le 1 t • • • • • • • • • l T ble X B C C le • 1 • • • • • • • • T bla XI B C C r C le 1 t i • • • • • • • • ei t 0 11 C C • • • • • • • • • • • 24 co t ti 0 t ITQ • 1. ' i t 0 u 1 6 • • • • • curve o - Cro ectio .1 reas •• • •••• • • • • • • 2 5 .... 3 5 Pl .. te I • • • • • • • • M oulded Li nes of Sh:hp o Pl te II • • • • • • • 1 ve p 0 ilea . Pl te I I • • • • • • stre th Di r m . p te IV • • • • • • • Sid lev . ecti t ru. Shi • p t V • • • • • • • Dec Pl hip . Pl t VI ect· t ru hi • • • • • • • • 1 d ·n o • . i 1 r Y• 1 t title t • s e 16 p~ r ic tes , 0 ttem t been m~de t desi t hip n , lyzed • That • the n erein. 1· ark 0 1 rg o ffic n fti force t · 1h in the .City of one oh ld t 0 • ilit r t C m n , n r e r 01 on one he d . Thi ~ ner d e pur pose to ho t ho ver , the l m t • . t it tre • t ene1· 1 ~ 1 ) l e 1 e e ~ t re • . co ~ • . . i · t 0 · 1 er 1 t 1 eri 1 t C t i • • . C 1 . , C r d • - · J "' 1 t - ' t tc., C - • • T . 1 e 10 . . • ' ' t l C 0 • I 0 • , • ' , ver • Th f-br t .l 0 t ecti th h t r 1 t t l 0 t J ( h . l . • ) On t - t r h . 1 t l li rt; o 1 ti t ·t • al l y {i the r r - '.J 1 hi T e 0 0 cu 1 ... , 'T t • . • • te d o r r , 1 um • e r 0 • or • er l. 1 _, i t rl t 0 • l 0 " tr • t . t . l 1 0 l i e • • • .. c - 8 - • 0 C 1 t • le - b 0 C 88 t 2 e t d, • 7 • • • 6. 3 det r i n ' t 0 t t p e th 1 - br h 1 t t ., I, e t d ns 0 t e ,, i t T • T bl e I. ~he • • e in r i n- t r te t b r l ao ve t e - 1 h. . t .[;r cti . • T l II• It ·~il C n • J.. ~ 1 0 t th . t _., ti • b he V e 1 r J.. r ... .rme " iv e " T • t . rell - 1 ' pl · 0 1 -, t VO d . l T l . I 1 ., t t., t 0 I _e ff - - i f C r 1 1 .- - • t· i • ., a. r • 0 t C • ed , l ( . ) C ' " ' - 0 0 I r • • 1: , tr, 1 e t • 0 )' • e IV I 1 C t . e V 0 - b . Thi 1 r • t 1 1 C u te li e • t • • 4 ' TO et • t i t anc 0 th C nt . r o cy in belo" the L. T (LO d J t r Li ne) it nece ry t .; t • " the mom nt o t e 1 C t b ~ t he L. ~ {. L. to divide thi by th d i pl C m t b lo the L. • L. This oper tio • 11 h ble VI, l o th pi ic l 1 v e ethods 0 C C g. or 01' 0 ,orri EPTO tt 1 ee ood. Table VII ive t t V VO t • 1 by the "five- • t" rul l. • · T m r 0 i l it 1 C r b t t . 1 V r 1. 1 0 1 • V • • - t l 0 C r b • r C . . 0 - 0 l ' r r ' V • C C t "1. r~ l' l t ' 0 ) • • C 0 C .. 00 r l t • 3 . V ' 1 b ic 1 r ce t e b o C • • • • J . r Y, • 0 • r ri .... C ti t C e s h ri r o V r ctio 0 the ve r " . t . • l 0 ndi nt th b di t t • n." e C e FO C ]a • n , ]. • 1J C tr C t 0 t t h • ol J. e t 0 t· l 0 t 0 e ]. 0 1/ t t n i/. 0 e l t r at i • Pl II 0 • i • Fro t 0 0 0 t C • e . t 0 " - • 1 0 C t l r • i ' ' r e ' ol o r t t ' tr I • V t e r 1 0 • C T e e b obt • t • e t 0 l C te e C .t t hi C io • e d:i. • e t t ct · t 1 0 C 0 0 le th hich , otted, • t b o 1.ve c rv C 0 t t r th di r • l t ood Pl te III h 1 t tr nth • 1 r m in ful • Cirve A h s the bu y noy for the ho ing co dition. curve B ives the buoy ncy f • co diti n • Th Of th 1 g " e e 01 V . 1V t ot 1 bu y ncy or pl ce en • curv C • t di ri utio ei t t _ e ip 1V e 1 t ed I • t co . te t h t t 0 The r 1 er 0 rv • C t cti . t . il • C 1 C l 0 1 up. e. • T e t ht 1 . .t . i e ri i t Oi t.._' e t t • t t • ·t to t V • t . t >t- 1 V - t t , . t ' c · o, • • c. C ' ' • r· ' - • 0 . 1 re C V 1 l V r . • ' - o· • • • 'n 0 l o - .... I or • ' • • • • it • - t • • t r t e 101 ~ ill 1 1 1 f r .,s;.• t g 1 r .J t • 0 t - o r q • l I ,_ ., r r b , u r o l l -· t h . t . • ] t f " it t C • 0 ro • • l t . t , • ' ..... - - I • 0 • • • • r - • , • l • l . l o • I t 1 C t . • ••• t. 0 b r . • 7 • ( e 1 • • f .n · o 0 t ~.; ce t ... e . i _e t t t 0 t ., 0 · .t r ) • J. t 1 .L g - " c ., c t ' J 0 l n • • I e ' n t t 1 • to 0 c • t s 0 • . • e 0 . . l' ' • r 0 • s d t 1 t ' 0 t t 0 C le . , 1 t • 1 t 1, ... .. • .. ' • • C • . . - ' • • C - e C r 10 ith C a le emi ( t) . - l' .. 6" . 5 7 . 8 l .86 I - " 6 1. 1. • 6' - " 7 .6 • 6 3.66 ' - " 71 . 6 • • I - ' • . 6 4 . 5 - ,, 5.7 6. • ' - ' • 7 • - • l ' - • 0 I ... 1 6 . 19 • • 11 II y I Ord1 • .... r ltip . .6 l .s • • 71. • • 6 • • 6 • - - • • ' I - f • ' - ' t • ' - 0 - ( • • - ) • ~ tion l 6 7 l 1 1 • 6 . • • • • 7 • 7 • • 7 • • • • • • • • • l 0 • • • • • • - • • • • • • • • • 6 -- 3 - • • col b ' b - , - 7. • • • - - n ect · ( 5 1 8 , -l ) 19 ' - - 11 ' 6 - ' ' - I ' • - " 13 t l le. • 0 - - J • • l 6 6 7 8 9 l 11 1 1 16 18 19 20 1/2 21 ' t t Int 3 7 5 971 1 66 1 9 09 176 64 T y I 1 ( 5, , -l ) r le. IV l 3 l .,, 1 1 b Tot 1 . = 71 l t ,,.. to 1 66 ' ' • I - .,, • t • • ' • t • ' ' • I - " ( t t - • ( ,.. • ( • • 0 16 I 1 ff l - ' l 1 " I ' - - 9 I - t ' - 7 - C C t - • • • • • - - - • - - - - ( - - - - ) - - . 7 l I 7 6 7 ll l 7 17 • ,.. • 0 • • 0 18 VII - ( l } I" ll 2 l 1 l l 12 537 7 97 7 6 l 1 8 0 7 .. 68 3 7 11 6 l t - ' - t 19 TABL VIII (conti u d) fte d 1,291,920 13 3 = 6, 598,320 68,238 = • • From T bl e VIII c. B. 6,966, 8 • 112,689 • t • ft i le o - • t • TR\ C Hogging action act vol ( ) or 1 11. 6 1 • 2 18. 186. 3 • • 7 • • • 7 • 6 • • l • 6 ,.., • • • 7 • • • 8 7. • 9 • • • • • 7 • ll l. • 7 • l • 7 • • • • • 7. • • • • • 6 • • l • 17 • • • • l • 7 • • • 7 • 6. ' 1 1 a. 9. I • l 18 . 3 • T X s g secti n ectio Vol (cu. t.) orO:i , l ."I 7.8 .7 • 671 • 67 0 • a • • • • • 7 7 • • • • 8 l l • • l • • 1 7 • • • • l 2. 7 16 • • 7 • 0 3 • 7 1 9. 77 • .6 7 0 l .9 21 l. • ffl XI ... R F CY - Hogging • gging ction ~ Buor ncl.Lft. ~th . ei~ht h '1 pounds (ton) ,.. 1 40.16 6175 77.45 91 l . 26 l 14.6 3 16.6 3 3 • 5 1 • 48 4 • 6 8 6 '1 • 5 fO 4 3. 1 6 2. 741 • 5 6 7 1- • 797 78. 8 • 6 5 .5 9 3.6 • 10 6 .5 77 • 11 7 • • 1 • 7 6. 6 6. l • 5 -.6 ,, . l .7 • -6 7 • 1 • 17 0 6 • 8 • 26 7 7. 19 1 0 2 171 27 • 250 • For C lcul hip ·ven i LXB i 1 C - - ant - - er · a · 1 t L • • - - 7 - , 0 l 4 by • J • rr y l. '7 - 1 l , 35 0 • i t 0 1 = 5 TO 4 .17 • .,, = 6 , 1 C - - 7 • • • 1 cw r J_ p 0 1: I t i 0 t t t L to b B -"" L- '-- 3 " ve r t r i - . - A L = • 66 B L = 1.19 C L = .s5 • >r '- :, ,_ - r 0 r t B • t b r ' - 1 15 - - X 15 - - o ut tio ee o . l. B ~ T L- A~ _( t '= :I .., • • • 0 0 - 0 e C 0 1 • • c. • 0 I t t C = • • - - ' t - ' - 8, 1 , 1 9, 6 BIBLIOG tt ood• d rd L. Textbook of Theoretic LOngman , Gr en & co. t e Yor • l 17. Encyolo Brit nnio t 11th iti t rtiole o g 01 s, • C ell , Pr ctic hipbu · 1ding 1 2 vol • Lo I Gr e & 0.' e 0 t l 6. Ll • Re tr hip i g, agul LO 0 t 1917-18. urr r. • J. gth o LO • Gr & co •• ' • 0 • cil • • 1 0 t t 917 • Sections 14- I I I '' :: , o o a f1 3 1 r -------- --------------------J , . S c ,on z f 11 .::. 10 ° ft" , l I I I, J .5ec -f/on o / ~/Ye~s 5ec.fion 3 a ,, =- Z O O Q -F+ 31ir------~--------------------------_J .2 ) I , 2 - I - I - I - I I - f I I I - I ' 5ee-fio, 4 I' '=- 2 00 a t ·sec+iori 5 r •' a: 200 11 /I. • ~"r _______________________________ _J I I 7{ ,, 11 J Sec:+; o,-, • ,··- 200°ft. Sec+i on ·? I '' = 2. o o a ++. J6ir ___________ ________________ __j /,J fl 6 5ec+·1on 1, 1 11 = 300Pft C/ 5 I. JI ~ 1----------------------------j I. .2 7 { 4 I I 1.r- J I - 18 I I b S ct· ,on 15 ,., 3oo•ft / Sec+iot'1 t8 (' -= 200°ft oY , --- -------- - - --------------...._1 I lz I I - - I - ,- J./ 18 - If- .J --+-- -' Sec+· aon 17 1" - 2 o oaf I JJ 1 4-- J/ IS IJ- ' ' I t l 'I .J Secf/onc,/ A~ Qc5 '5t!c+·,on ,to 1'' = 3"0 °ft S ti n I t'' - 3 a t . Seel-ion a/ Area'5 Sec+,on ZI 11 -=: f O C) Rft J7 f l, _________ _J I. J. 7 I J.. <'t ' .J} I IS , 6 - ,, I ::s , Ton~ 2.' I - , 8' - I ,z- g ' ... OJ_ __________ _ J • . . I . I i ~~ I / ''\ I/: C' / -~ /\f , . ' ' - ' ' ___..+--- . . ., I - _, ' l . _J_ • ), . \ ) . . ) \ I . \ . ' . ·. ,. "- _/ I - / '-- / I '- / . ~ .... ! I . ! • I ' I I l .. . I . a I ! ,, •• ,, I ,, , . ~ I ,, , . , , .. ., . . . . • ~ . I I - ~ I / . ' I . · 1 . . --i--,- . i\ • . . ) ' ' . ./ ~ • • ----- ,. -- . . I • , , , . I , . . . . . . . l L- :~ ~ f . l ~ , \ I J'I I '-- . . 1 ' . . . I I ' , ,. I --- - . I . . . . I ., I ' - _ ;, ,, . f 7 I' 1 , • I I I I I • I ·1 ' I I .J \ WAVE PROFILES .Sc. I• ·• I t' /1 , , \ I "\• .... I ~ .. • • I I I I I I I I \ • I I I I I ' I I I..., ..... l ,. .. I ' ' I I I I I I I I I I I I I I I I I I I I I I I I I I I I \ I I ' I I ' ' t I .. I I ... l,,j ... .. l C ,.. - ( I I I I I I ., - , ' ~ , , , , / • , , , / / ,, , , , / , , , , . . . • I • , , ; , ., / / • • , 0, / , , , ,; , , ,,· I , i J .. \ I I -• < .... ,. , ·1 ,. \·' --- ---- ---------- I] I ,\_,; , : ' j ___, ---, ( I r I I , I , ~ ,I I • I , I / .. / , / , / I l.--- ____ J , I / L I .J ' I --- ,,,,,.,..,. • J- . J L • • • ' ' \ ' \ ' ' ' ) I t.._ ,. . I ' I .'] .... .,. ' . '· .. ,_ . ..... • ----- -- ... - ... -, .. ..... ---·----- -------- • 5T/2ENCTH DIACl2AM JCALE.S ~O~t,../ff • a-... A ,~ - B ,~ - •000•1,t 0 ,, 0 r - ~O•• ... ,H ~ ,~ - ,oo r-.. , ✓- - .._T-/~t J.u.,flt , .. - 6 fl. - 1 l I: ' . J .. J • • l- \ '· - i , ; I . • I I \ ' \ ' ' ' .. ... \, ... ., ,,,,., , ,,,,.., 'lNr ..,,., ,.,,,, .,.,, - I, ,,.,.,,,,,,,,_,,,..,,, - -- -· -- --- ' • --------- ·' ( I ,. \ \ I \ l , ..... ·, · , , ..... ·~ •• " ..... ...... tt?- ...... ,.. . '-· " . • ' . ' l J.u ,r,I ' . ' ,_ \ ,,. . ' lllW'_,,, · N,l,rr.- ,,•. ,. -----.;.ii+--:·------- ' ' I 'O ""' ' : ====~·:.:::==- -. o _ ____ ....:. ____ _..,,.___ -II .. -- ::•11·~~·!'- ~---- ·l'!."!.!~!- --- .:,- ?1 ·- --~ ----·1.,., ____________ .. ' ' -..!- --• --- -· .. •,r-- - -- - . .. t' , ,,.. .. , - ~lit!- - - --,- --- :: ,, ' .. ------ -- - ' s . L . -- - -F- - - - I . . • .1 !.." ... 1. ... , t , ' .. t : .... , . - . • ----- ,.. ,-. /J , ... ,.. (.~ ' , ~ ~•-.P, . . I),- , . ......... ) ,- . - ·-:.~::.· ;: \ t • ,. .,.,,,c__,.,._ ,~,,,,, .. L"lt/lWlit!llfll!, "'· ,,,..., ,r jll'JIU '- __,A",1 , .. ,,,.,.,._,.,.,. ""~ ' • tr•~~ -~ .. - o .,,.,L c,r C'.,,,~,o .,:. ... - """'~~ . ~ --,,~, .. ~ .r I • .. n . ~ . ... .... .... ~ ~ . L ,, I 1,-..,.,,,,,__ "'"'' ~ - I:: """"-1' ,r~ .,,...,,,,,., .. _,,. ,.,,, ,,,,,,,,._,_, 1 , ,._., ,..,~ q1 . , . .... - DD. = ~ . 1 ~ - ' - ll.l., ·- ..., ' ~ . " ~ ',, ... - ~ = ; - - 11,0_,., ,,,,. ~ = --- r,,r. , ,,,,,,, ~ - ,,,,,.,,,,.J ~ .. . · . I -., . ~ ~ Cl . - ~ . -, ,\ . • . . . - ,- . ~ r-- . . }-, . - I I ~ I , " I ~ • ' ' wl(#'n ,. . --,,.,, D - «ctce<< - e<cc . - K'« • D '£< --- - -:-- . . 1''~~, ' ' ' ' • r'>v.,,,,,, : : "'~ f,.,,,.,. ' ' ·- .t.. t. . ---------N • ., .... ......... HT TAN~ seo - '1'•• W•t'u 0.... T-.HK tC. AIIII Q,,O • 1111 COA L. . ·" c:o.-.1.. :: 1 -.1 - ,, ,, ,', ,, /I 1.~ -. . • )- • ' • w . L. , L in• 1-.:::. .... :...~.;.;....::~ ;.=---------' ..:..--~~ ~ ~~-----,-::---· ----:----- _ ___ _: ·--------..------~ --...:.-:----,'-..1. ________ .::_ __ -:: , :--- . ~ ,. :....--r --; ,-:: . .. _ :- ... :-------------::"""-:--: .,----:: ,. :-- . - -!-"""'., - ..... ~;!. ::· :._..:..:__ __ 7 r-....: __ -:r-:===-:-::::-::=::::i======= ~ f' • ~ i l, J /J• f < • I . _j - - t .. • • .. , •• ,., • .#,,.,,,,,,,,,, ,, . • . WL • • • PROF"IL E - • • ,. . I • --- I • • " {- • \ I C., I \ I 0 I Q I . , n .J (0]5] ---- • ~ uo 0 CA Jt,r.(I' COAL Har 0 . ... , -- I •• I I •
Linked assets
Undergraduate Papers
Conceptually similar
PDF
A design for the steel work of a seven story fireproof office and theater building…
PDF
The design of a steel framed auditorium building
PDF
Geology of water supply in arid regions
PDF
The design of steel and reinforced concrete balcony trusses
PDF
A design of a sanitary sewer system for San Bernardino, Cal[ifornia]
PDF
Plans and principal engineering details of office and theatre building
PDF
Design of highway bridge over the Los Angeles River
PDF
A design for the steel work of a five story class A., ap[armen]t hotel, Los Angeles Cal[ifornia]
PDF
A design of a ten story reinforced concrete store and office building design of all beams, girders, and columns, floorslabs, walls and foundations…
PDF
A design for a separate sewer system for the city of Huntington Beach, Cal[ifornia]
PDF
Design of a reinforced concrete stadium for Exposition Park
PDF
Plans for Allesandro Street bridge and road, Los Angeles, California
PDF
History of alternating currents
PDF
Steam and hydraulic power plant of Sothern [sic] California
PDF
Design of a warehouse
PDF
The design of elevated water tank
PDF
The design and construction of an artificial power-transmission line
PDF
Design of hydro-electric power plant
PDF
Safety engineering
PDF
Water storage and hydro-electric development on the San Gabriel River
Asset Metadata
Creator
Briggs, Howard F.
(author)
Core Title
Stress analysis for the re-design in steel of a wooden steam ship from U.S. Standards
School
College of Liberal Arts
Degree
Bachelor of Science
Degree Program
Civil Engineering
Degree Conferral Date
1918-06
Publisher
Los Angeles, California
(original),
University of Southern California
(original),
University of Southern California. Libraries
(digital)
Tag
OAI-PMH Harvest
Format
theses
(aat)
Language
English
Contributor
Digitized from microfilm by the USC Digital Library in 2023
(provenance)
Permanent Link (DOI)
https://doi.org/10.25549/usctheses-oUC113174214
Unique identifier
UC113174214
Identifier
Ci '18-1 (call number),etd-BriggsHoward-1918.pdf (filename)
Legacy Identifier
etd-BriggsHoward-1918
Document Type
Thesis
Format
theses (aat)
Rights
Briggs, Howard F.
Internet Media Type
application/pdf
Type
texts
Source
20230616-usctheses-microfilm-box8
(batch),
Undergraduate Papers
(subcollection),
University of Southern California
(contributing entity),
University of Southern California Dissertations and Theses
(collection)
Access Conditions
The author retains rights to his/her dissertation, thesis or other graduate work according to U.S. copyright law. Electronic access is being provided by the USC Libraries in agreement with the author, as the original true and official version of the work, but does not grant the reader permission to use the work if the desired use is covered by copyright. It is the author, as rights holder, who must provide use permission if such use is covered by copyright. The original signature page accompanying the original submission of the work to the USC Libraries is retained by the USC Libraries and a copy of it may be obtained by authorized requesters contacting the repository e-mail address given.
Repository Name
University of Southern California Digital Library
Repository Location
USC Digital Library, University of Southern California, University Park Campus MC 2810, 3434 South Grand Avenue, 2nd Floor, Los Angeles, California 90089-2810, USA
Repository Email
cisadmin@lib.usc.edu