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A design of a ten story reinforced concrete store and office building design of all beams, girders, and columns, floorslabs, walls and foundations…
(USC Thesis Other)
A design of a ten story reinforced concrete store and office building design of all beams, girders, and columns, floorslabs, walls and foundations…
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A T ES1S FOR THE D ,GR E CHELOR OF rtI . •. CE IN IVIL EN,-l ~-·•-.· .. a . bein ,f ' . ...... .. R TO n ~SIGN O ◄ , T~N HTORY C 0 l? I CE U I, 1 G .,IJ S GIR I A l) L • a s o C (! '_ JH L D , In s ,00 PL nd > SL h - 'Y O so 91] s s _ lLS l · ERI G I ;,g I • l DEX ethods of Deel n ---------------------------Pa a 1 -7 South str et lev tion --------- ---------- Plate I es Street 1 T tion ·------ ------------- lat .II O fice loor Pl n nd• to 10th Inc----- --- Plat I I Of ice loor ~e ~l n ------------------ - Plate • O ic Floor e Details ----------------- Pl td V ro n or Pl ne ---------------- --- ---- ~lat I Ground loor Beam P ne ------------------- Pl te I oof Be lan --------- --------------- - Pl t 00 Beam D t ~i 8 ------------------------- Pl X ound 1 n Pl n ------------------------ -- Pl t l olumn chedule -------------- ---- ----- Pl a III II ed sumply e l!ETHODS USED IN DES,! G The ~rchitectural plans· ~or tie buildin were de n baeie or round ork ~or the structural deei n and there _ore are only son ae eneral an not detailed plane an dr \Vinas. T e lot or ,, ich t. e uildin i esi ned ie an 1 r one . 1 d eneione o 143 '78 • In i urin t' e lo to e carri y t e arioua e , ird rs nd col ns, I u e t e i e lo din peci _i d oy Los An e es Buil in OrdJ Ca, viz, 40 • per sq. t. - - - - - - - - - - - - Roof' lo d he '7 e " 0 " t ' " - - - - - - - - -- - O le ~loor lo d • " - - - - - - - - - Gr 1n 1'. oor load I u d a d d i t or conor~ 0 150 1 s. per cu. -t. ' T e r 8 ne to c rr the ol o in lo s:- ( 1) De d loor lo d. ( 2) Lie loor lo d. ( 3) Be lo • ( 4) 1) lo d. ( 5) Cornice lo d. In desi nin th b s, 1 ·us d a unit compres i e s tren th in concrete o 500 lb • P r q. in. , and a uni tensil --- - - - --- stren th in e 1 of 16,000 lb. r sq. n. ' I d te ned th m imum en ing mome pounds. Th I d termi ed the d sir d a a of cross s otio of b am or ird r by the fo ul, (. • d, h • qual mom nt in a el, R. quals eoeficient Of resis anc in s e 1, b .ua breadth and d quale d th from top of b am to the center of th nforcement. Th perc ntage o s 1 was d termined by th • f jd, wh re r equals p centa e of l ,.. ... in o c m and equals the ratio o t e 0 . e resistin couple to d. t when a dou le rein ore ment was d ired in ord tor duce t e rea, I ele ted t e d h o eam d sir d and th y orm ls • p jd, I determined t e approxima e ten 1 s l r i d. y use o pl ta III and II in Turn aure nd ur r's "Prin 1 es o in orced Con te Con ruction, I o nd ere ir d amount· o compree 1 l and the llo a le reduc ion 1n h tensile e 1. or ah arr in_orce ent I 1 ur d to c sher, inus 1 s. p r sq. in. ... or e concr , y u e o irr po ro n ' t el rod rr n ed 8 8 0 int e et 11 I t inin t e e r e to e o rri eac tirr P, I u d 1 e • P. a, here 'P. e uale tr 88 to e carr1 d, v. le • e r nd e e s rin o_ tirru • so e o t et nail ara re 1 0 ent up a n d i ion 1 c or o sa_ ty. . In -r1 urinQ' loor and roof .la s, l 1 0 d or ot a nd li lo d ae erein- e ore m.entio ed r .. d u d the orm 1 B s or sin le r ... in _orc d e and · :ir ders. In 1 uri fo t l'O d - 0 - irder I allo ed or he fol 0 in lo ds!• ( 1) Lo -rrom earn determin d by e ir d ~ 1 r • ( 2) ,. all ad co nice load • ( 3) ei t o_ ~~rde • • T1 -ir ers ,oere desi ned t e e m t . .i.ods m lay d in the d s1 n 0 t e earn • al] e desi ned as ollo • - • Int rior Js are to be 4 inc 1 'Nalls, dou le st 1 lat d. X r r alJe ere esi d to C rry 0 1 in rd and o,i erd e"' ure 0 50 lb • per sq • t. e erio on C' re. el a 0 es ~ 0 8 in B . ick i 1 r in 0 n 0 on - in ro nc e , en er 0 n er. 'I · ] e i n to 1"' 1 1 l 8 r in""o 0 0 i i 0 roo 00 0 1 C 0 j > 0 1 h o on V • R • 4 i 3/: i r . • • 0 y- • s 4 ,, Ii :1 " 1 ' • • • s in. " / n. ' in. " E B • 4 /4 in. 3/8 in. 4 in. s 4 I in. /a i • I 5 in. " /: in. ' 3/8 in. " 5 in. " s 3 /: n. " 1/ in. r 7 in. ,, s I in. " 1/4 in. ' 6 in. 4 in. ' 3/8 • " 5 in. in. 4 he col ~ns v,ere j ' e to carr load transmitted to + em y t e ea a c n girders . hese loa..d · we1 e determined .J t "' e e d hears 0 t e e ,_irder ' inus a 1 re asin re uction 0 0 in t e live lo h ear _or e C loor be ow he 10 ' e C 1 1c+ io or +h round -r 00 0 d. ., h 0 ns , re to arry 750 • per • n. on r 0 r r i 1 r . 0 y a 0 o " . ' w• ~ r in ion 0 r n j 1 • to 0 C 00 l ., e _·01 0 in • - • n - - - - - - - - in. C .,,. n n 0 - - " - • • 3r ' - - - ' - 1 • • " - - - - 3 C • l e 0 - - - - " - 1 • • h 0 n 0 d or ri 0 0 u 00 • 0 C 0 r i 0 0 n 0 0 0 p • • h C f' 1 • 4 i n. • • • • n • • • in. 2 • 3 • in. • " / i in • • • • , • • t . • /4 • i r • 1 • t . • ... / . - • 4 i • 4 1 J/4 4 • • • • n • 0 . t • . . • • n. J. • n • 5 Dimeneio a D pth Size of' Space rods a _t . x ? t . 2 t . 3/ 4 in. 4 • in. 9. t . 9 _t . 2 _t . 7/8 in . 4 in. 9 t . 8 t . 2 t . ?/8 in. 4 i • 4 t . x 4. t . 1 t . / 2 in . 4 i • 3ft. 5 _t . 1 t. 6 • 1/2 in. i • 4 • 0 t . 9 in. 4 t . 1/2 1 • 4 1 • he r izoida -rou d t·o a 0 4 t . re r in o e ~) /4 i • ro pace 1 • a cro 1i e f or 4 t. eyon Jo n y 1/2 in. ac in. p r • In 0 l r i 0 i 0 h 0 r di on 0 t 0 0 0 C 1 n - 0 i e .... o • 0 .._ o· n _on ion • n h o 1 0 Cj y 0 i o r - o r r C ... r ·· ' . I ·- · ;1 , . : .. ---; · . l ~ ..... . . - ' - ~ ·\ - . ' : . i. . r·· ,J I' - $ . • ~ . I • . ,1 ~ •. :, I . - . _ ,; -1 . .1 .' . I i i ,. i i '• ' 1 ~ . t ·;- ~ ~' . ..... ' ' . -+ . ,f . ' • . . , I . • • - r . • .......... t ·- . . . . ;;,_ c "'- - ...... . - . ~ . .. : j • :-_ ~ - - ____ ---,) 7 -- : ,.., · 1 ="""--,---, , .,..,, _ ---,-.,.....,..,. 1 i I · - I I ' r - ' --1 ---t __ _ _.J - _, , .L -- . . . -- -- == I ______ I D --- -· >--- ----- - __ , -- • I I , ! . . ., . 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CALIF" IS/I AprYo."ved by i@lLJ~ w,~> .. , ·" - • C L .. 1 ,-.:- . -~ ~ ~ l -- - - -- : .. : , ... .. .,.,... .l· < '. >-] . <.i:._ -? . ·_::..-~ :· ~ '."--.... -·=- .. . ,~ \ 1 ~ . _ ·:_ ~ .. . : . '.'"t. _ . :fa I:· -- ~ - ;;· . ~ ·- , . -· ]·. -- · .:~? · ,. -· ! . . .; ~- - - · '---s. -. :- - \ (l , ,- _ : _ _ · ~:;. . ..-, - ; ' \ < ~ ->~ : :, • I .' . . . . - ~ -i ~ .,:;-~ --- .. .~ _ _ _., · " . , . . ...._, - ' . - : ::..-- ; - -, : ~ ._:.(· I • • I \ . ' ' ., ./ _ • I \ . . ... ' • . 'Ii I t ' . . I .. "'· , r ' . :. . '• I ' .. . I PLAT[ I ., .... - -- ' ' (, ~ .. . r r--, f l . r - I ! - - · I ' ' I ' . I I I ' J I. . • I • ., I -· - ·- --' i . ]' . I I 1 I I ( I I · I (. I { I I J I 11 ·. ) ii l I' . \ • 1 I 1 ' I· I · . I I I I .· L ' I . I I ! ' l ' . I .1 ' I ' I , ' I L----l ' .. . l . I t I : : . . "] [ i l I ) · \ I ( ) . . 1 11 I I \ I ) I r1 . I I I \ . I ,: . I I I / ' ·I I ! . I ; I j i! ' ' I i • ! . ( ,. ,. _ j I ! - I I c=Jl I . 11 I . 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Abstract (if available)
Abstract
A design of a ten story reinforced concrete store and office building design of all beams, girders, and columns, floorslabs, walls and foundations, also a general architectural design of street elevations and floor plans and typical beam girder and floorslab details
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Undergraduate Papers
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Asset Metadata
Creator
Hall, Walter A.
(author)
Core Title
A design of a ten story reinforced concrete store and office building design of all beams, girders, and columns, floorslabs, walls and foundations…
School
College of Liberal Arts
Degree
Bachelor of Science
Degree Program
Civil Engineering
Degree Conferral Date
1911-06
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)
Advisor
Lawrence, Charles W. (
committee chair
)
Permanent Link (DOI)
https://doi.org/10.25549/usctheses-oUC113174224
Unique identifier
UC113174224
Identifier
Ci '11 2 (call number),etd-HallWalter-1911.pdf (filename)
Legacy Identifier
etd-HallWalter-1911
Document Type
Thesis
Format
theses (aat)
Rights
Hall, Walter A.
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