Investigation of Concrete Floor Systems Citation Gridley, Horace Velsey (1924) Investigation of Concrete Floor Systems. Bachelor's thesis, California Institute of Technology. doi:10.7907/axv9-3v43. https://resolver.caltech.edu/CaltechTHESIS:07302024-175533374 Abstract No abstract. Item Type: Thesis (Bachelor's thesis) Subject Keywords: (Civil Engineering) Degree Grantor: California Institute of Technology Division: Engineering and Applied Science Major Option: Civil Engineering Thesis Availability: Public (worldwide access) Research Advisor(s): Unknown, Unknown Thesis Committee: Unknown, Unknown Defense Date: 1 January 1924 Record Number: CaltechTHESIS:07302024-175533374 Persistent URL: https://resolver.caltech.edu/CaltechTHESIS:07302024-175533374 DOI: 10.7907/axv9-3v43 Default Usage Policy: No commercial reproduction, distribution, display or performance rights in this work are provided. ID Code: 16600 Collection: CaltechTHESIS Deposited By: Benjamin Perez Deposited On: 30 Jul 2024 23:29 Last Modified: 30 Jul 2024 23:32 Thesis Files PDF - Final Version See Usage Policy. 28MB Repository Staff Only: item control page

T H California E S I S Institute of Pasadena, Department of Technology California. Civil Engineering June 12, 1924. Il~VESTIGATION OF CONCRETE FLOOR SYSTEMS STATEMENT - OF THESIS PROBLEM The problem consists of investigating a series of floor systems and an attempt to determine the most economical system under the following conditions: 60 feet across the end. Indefinite number of panels but only computing the fitrst two panels. Consider the system as the sixth floor. Calculate the qolumns down to the first floor Joint Committee Recommendations Making comparative plat using volume of concrete or steel per square foot of floor surface area. SYSTEM NO. 1 ......5YST£/Vl 1)/o. I o,,o ap ~ . '7t>. ,._ f op '7/-) ~ I C);?) ¾ .9 ¾-' ~., I • --, /oz -1 ~,,-e 4ae/ =/00 °7k'4/ ka4 Tti-/A/ ' ~ .¥,/.o" Mo ..so-:#- /4/ Co.rJ~ Y lro Y 1; ~.Q" /..J() "' (1::-J 2 Ii- -= /boo //J lt5s. /Ve e-'tr I/ .vi cl v: = l.; •.z.. a,. /)1'1N11e:>1-1 EJ'Pnd -1.. hr~ -e'trC A. .:,u?f'O>- -f'- i e>-~r o' =- 77 :?.,'/'f. /47k'~ %~ ...-e. /t-. o/ Jri 'd'# : :- p6d' a, 1 x 1. x .i, .:J.J1 a• (,/;'-' // - 4,, fl. llretZ = . cb;. IJ/ ('tJ = . 2...r CJ • ()o .s., I / J;::: • 1) - 7pt ,)C ae~,f • .2~/ X /2 - ?( .. ,07"~/ ~ .:, ,, , :2.J" XI Ct!'l?7i y, I( /, () l'l-1 -'"A IOO -I ¥,I~ ::- C)I? b ¥- =--(t. 75)"tx 1..ro "JD y I 2- ,x, - We~ I!!!.~ i? i"t"'// ,41 e; : ?, .s- - • : t)J;::,, Soo I pe dt°,,/1. od = Rrn:t:: -gt - 9.1/. 0 7 00 "'.:::, z.roo I ~ 71, ¥a'' r, o ✓IJ""~lo~I./ == 7, 90 7b 9c Jl f' ::: 7xi'x 1 ?... C//,S'° 76fdl -: 7~. z I~ f '1.17 /4 I / ✓I. Vs n. I 1 I ., lJ ,. / 2,, 1.3.:. RR __ qnifor~ Load per Fooi 7, _ f?--t Max. Unit Shec.r= Stirrups Na = Sle.l> 6~Jt 1'1-I Stam / o X 8 'X' /,oif- Spacing a '.to'\al Unit .Load""/ J-.JI 0 d '!otal Load Jquh'. Load ;; /( : c.l' I . .. ' C~NTER -~- I I ij • M Coef. ~z.7 _JYbi2 .. M/ ~;tl1.!) = ! 12> .sl as .tld .. 3, 7-1/; z D _ -J~ C ,'9/S' ~fV .J.f!..=- ~ , x,11.r x r I .f' • 1- _ _'._ - __ -#/s~ ; ·- i aq. • ! Len:gt.h to_ ~~elo_p_ __ ·_ K- , 2.t" -. /33, ~ " M/lxi2 allown~le 'I i t S~eel bottom I ~# ------,;:i 0 ·--~ __.._ Bond St.r0ae C ll.!" _24• • ~--·•- -· ~-J A \ - _ ..... .. ·-·· ·•• /3,3,j- · #/sq,." ......- JJ.S-St. • ------- / "J,.() #/eq. " " .,.#/aq. n /. 3-:., eq. II sq• /i -- ----- -- - :, -- ..t sop--, "# /38 2s-o --✓-- M/g O~, ;lJ/, 0 M/e, ,, /,-17 _e ~ f 1.9.t.eel "# ••1, ' P · = /0, 9t ½.o .2?6,,roo ·-- #/eq._•_ .E___ _ft.fal.,=..2.-";;,t~ . /. 63 J) --- -- %0 I JI,,$" .. f----------Q • e27/ Lef\ l M at. fe.oe eupeor~ • M/l:d2 • Steal 'iop L./,S- 'b D -----·-~--- .. n~ M ~_!. of support. ZZ6,.foo • -· ~ Right SUPPORT /to ¥ Coaf,= I c ---a /J~l'O Qono. Loads SI#; 5- /'?.!... - 3/ -,-?S 'i,. a:: 30" 2-r,J-j -=====~:=::;====~/~--- - - - MARK Computed I/." Cf. Checked Work Order TH /do /1111>-11:o B- 6 -l./',, j tff •• ,.• • ,. . . , Oat.e 31 -:,- 4, 7 Detailed Page No. I . .:5h6 ./,;re Loocl = I oc cP /zy / /4' ~ &ad ,, = 5 (.} -11-;0 Coe/' I;,, al -1 ~/4,/4·?· - ,P?° 9 !Yfcn1 e11f 1 f6o I p;ne/ ::: z ~ " Tolo I t7'e;o;l;z d I/.:, ==-p6cl =- ,rJ(J7? y / 2.;r ,tf,?o·~ .Z08 /,Me ,j. '/p 1\/er::'a/1.,,-e M(}a,1<.?nT C /Is = , ~tJ!' I~ &/Id 1. o./ -f,( e .6'c1/° .,:5 cPll'er et1c/2 ..7 v'f7,P ""' T aeclr' .;211 d?,,._.-,~/ (<,;,:t c;( , : To-I-a / :::- M.1. le? = M.1... -::./v l/"' No 14 91;-,t.f ~11;,< 7)( /v = 7SO d= .z ..l.... 4 "'" ...L /1.'7 I/ 3 d7 "#/.a / / 2,., +- c 'I-~ x 1 2..- '< -< ;,/· -· Wtf'P ..1.. Cf9'. r X (/lj 'I.)' / Y .L 19.F (NJ .?.'<' -:fc == G ½ ,x 1.s-0 x -=- = /(,) /~ Coef'. 3 ,Y I< >C 1.0¥ ..;;1;{~.t.1r "'" , 1, 114 I 3 rf' "#-la; a,.,,,,. / ✓l o1 v,cr.,.,,:/r/ /-llkw4 ,fa/e = o" S·f.: '' c . <:?11 C , 0-e,crce-c( ~ /1!'111fo1-0 c l0 111~td c:z l fooo ) 10. - /e,s, ::Z.::ZJ/000 ;;1_- J /,!)/ . C:, ==r+ I t:J" lk. ¾ '/ -??dd 3 ,1/ i. kOOA:, { ~1 - - ~ - - - - - , \!)! ·~ RR __!~ .i:~ /S , - - - qniform Load per Foo\ Sle.b /3.P x t:. /'3 Stem ; 0 ;f _. 7 ,. /,tJt./ To\a.l Unif .Load:; /'-192.S- Qono. Loa.de ~otal Load ~--- - iqu.i't'. Load .- _... _~ c jL_d • 3 .en ~ - ::: .J'(,,, y I M at. faoe . .2r Right Lefi. /2\.- )1,; 22¥~ t)CO . ...!- ,. 1, = /, ~ /. t 3 . ....... 811.eel bottom ' Z-,ry-, - n.u. 0 1T ~ft --- . . 0, J ~I'S" . .. --- - I , /:33, r ·· · - j>J/. JO #/sq_~ ... - --·-··•··•- . ,J Jro(', ' • : 7 l /'2e'i #/aq. " ' q,;- eq. It t : 7 sq. a -- :t., (,,, - t~. .-.~ ~d -- ·eq, • ! Length _t.o_~'felo_p _ Bond Streee , r.c;; S' ?, 0 M/7 t(I 1:) .... -=- 2ZZ. M/-, I ,p /. __!'i• • . r: r __ M/bd.2 a llowable . e~ .21, ) p -. n If# - •If: euooor~ #/eq.• _ _p' 11.01/ :::; _ftf:>81-=.._,{_ ..., C M-~~_i, __~f support n~ ··- .J~__::_ '..!,f 2J- )( J/3'/ p I ¥_Coef. ! . - - - _ __ _ ______... ~-- - - • • Steal top -- , -'?S JS- x 99.;- ==. SUPPORT = --.3 -·"' ...o--C 1 1 :ar: S5 // Spacing .. 5' - / $'- ~I - M/lxi 2 /y D . /?: 7.r, Max, Unit Shear= lo/. ~ Stirrups Na =4 I l> ... 43 -f ::: CBNTER _l~/pi2 = ML,'1:1; /11,),, --- qzo . ~ ;-;. ~l Coaf,= M • .:2 ;l I/, 00-' d == ~ -~-·--- · ·• ... #/sq, n , " ---1L/ sq. n /2.0 1r --· sq. n I.¥ 7 -- I 1,,t' ?- z 3 ';{, Y' ~ af MARK I Computed fl J/. $', Checked Work Ord e-r 7l, /CIC -t:.-JAf. .llf ,. .. . . ~1 I Oa-te 4 ., Detailed Page No. . /.S-t$"3 IVlI fY'/;;o ;.r;,s-.jYF ,3 ~; e'R ~ ,~/r.3 if /Q ~ ~:21~000 , 71., ,,r 1.:?.: .213,,()0o M. £- = 970;,! 0-00 M.t. -= ~i'..r; 0<10 ,n -16s. ;lo R .ss vm~ IYl.1. t M:: 1J-Ir-s >e 6°7; 1 )(-' ½ )YT, ()j" (fJrt/t!'r = ~'#-/ r/-. s-/'em ~ 1>11;: 1z1 000 1n- //;t}. c;/JC ttt1I t/171/ ,, /73 /..T/J-3 .:fi&r::. 1, :: ..ItJO fl = /J'/S-3 ::;tf::. -rry ti,.,. /,2. ,, Mt == cl::- /Ji',, I 2.. ~ I , :::' .:l ,, /,J ,, IOI/ J>oo II],- lps. ~~~ 900 in- /~s. M {"/P.,::. .zoo Rr't If{ /ohd I:/., ~ 114/ 00() 1n-/bs /(J t:z~ - t/4rl Moll}eJtfS _ .,. -f:ec, mp oleo ti ~- 0 1J?~ ?c1/tZ/ /i> -- /() ( ,~ M.1-. ,~o 1n-VJ.. z.,o t.61/ //ft;,?1CJl,. .' { M -, -- SJ~ 90~ ,i( ' ------ !i1.J. .,; //7, - l.b. .....-------- J;, £r ~c~me(.)t~tl ::::./o ,, c/::::- 20 A>rlif I ~ • ~o~r; oco m-lls f) M_.1- = 53,2.1.roo In-Its 'U) ) /rfln/£0 '#4 {./.:1 ,!' .::r1:t me d1n1 e4 s Jtf)/J;::, ~ ; . , (u111J} .. , ; X 191' K {2a) ~,{I~ It!..:.,v (e.t,ne,) :: ~ :L.I.~ f>tJtJ \!" ..!.. -: ,~ ~ / 1)1.J. ,:_ J'?'t,1 $00 /J-, //)L- 4:11 4-re-rmine4 t:Jn /JflM& ~ = 7~300 I~.- 16~. J' I 01 o(JO 111.-/ls 1.£..J, f 3 zo'' ' J_ 20 / _ __ • --·--17/3 3 . qnifor~ Load per Foo\ Slab Stem /Cf~ltJ /,tJI/- z: Spe.cing To\al Unif .Load.-. .:1 "I 6 O Qono_. Loads • .J 0.3 O '1 = 2o x ;i:2 7 I /0 d o.;?,t..~ C ,- · "" ~otal Load ;quiT. Load --- ,___. ::: C&NTER SUPPORT Ri ht -------H----..,;;;...:.:...::..:=_.,--4-----=~:.:,.._---+-.....:;.---- 1 _oo_e_f_,_,=_ _ _.~_'l_o_____ -:-:-i ~ - ~_o_ef_.- ---- ··--·-•-"" .. _1t,__•_/.,..4_0_ 6_J_-..._1_;.o_o_o_ _ _ _"..:.:-.. # M at ..~t support. _,_¥..... _ }1c_/c _ __..__,_.________,_ I a h Z, I 'Ii ,o v -~/p:12 =· M ¥(:, t Id • ½o #/ eq •.. /J .G, 1 M/bd2 allowable t'.:.•~~~l ___ . ·- i .l eq, • ! _Leng_!.h '\o_ ~'felo~p_ _; . 1 - - - - - - - - - - - - - - - ~ ; ; . . . ; . . . . _ ; ;Bond : _ . . ;Streee _ __ _ _ _ _..J-...._ .. sq• 1{ -·- - - - - - - - - - 11 .J.a__= , ooL/,~ xii' ~20=.3,fl ~q. • i teal ::. 1/-1 "# () , I ··-- . J?.: .. .q~ ~ J..o = t) - - - - + - -3_ , _P_ ____!':!.! • :- • /$"' ..f.9.__:: _ _,j-zS" , ! M at._f;..;.a,-;;.o...,..e.....;e;...;;u:;.:p.c.FP.::.~r:;..:~.._____________,J.t..,J,-------.-----~#. • M td2 M/Jo x(~o > 4h M/ o (l-o) ....__ _Ey _4-,!....._ :1--o ____________•--i.....s_t..,..e_al~i--"o...... ·rt..: / I p,, . I/,{) / (.) • #/aq., • #/sq. n .._s.;....t;...;.e_e.;c,l_,;b;..:o;...:t;..;.t,=.;om;;:;.,_____-+-_..3'_._ £J_4___eq.:.,.._".....I.,_-.-...---eq." .p.;._ _ _ _ _ _ _ _ _ _ _ _ 14--S-4 ;- ;-.t,. .- fl,(XJ ~ F~.,,,,f-- ~ l3JTflM 15~11"7 ~,co ~__,__i_~_-_Y_ _ _ _ _ _q_•_•-----=--•-•-•- ~ ~J _....,......_.____z-,ff "!fl. U>kU¾ MARK 1 -;7 4- 11 If ~~t. rit1-',; 2-/'f Computed \ 2-1''¢ 1-Jy j, Checked Work Order ,A / o i LIYTJ:"-RIY/£01,t:/T- I i. /. /J-/.S-3* t C:, }J '-....,.e-_-- b Y3 '-+-'!► l t ·- , • -- zo - ' ~ ---- ~/o'' Stirr1.1pe Ns = " l' :a: .~•• • 3:f - /0-17 ~ - :zs{;_ -34 --4353- GJ- Speeing 'fo\al Unit .Load:c 3 9, tJ qono. Loads • 30 ...... lot.al Load • • 'I-. , c. ,~uiT. Load = )..O x"' ¥ Coat,= ______ __ I d to __ __ ____ a -""".;..;;;..;___,_,, SUPPORT ...,._ _.,._ ...,...ht Ri ......... _.....,.;;. ___ ~ u1 ~.£o_ef'.-L-- - - - ·- -·-- --·-- .. __ ____1£ _ ~----------- -t _ &a!),, Jc "# "# )fy •• d' -::a- CBNTER I t)(J c:tj-/41 Max. Unit Shear= /9~ p t~ j_ . RR _!_Zf. 3 7 Qn1fotm Load per Foo\ Slab Stem /9~ ID IC /JJt/, 2tJ Z2" \5 -'l ~-•-------$-O_..; _ _ ___"..:.:..... # M ~~J ot support. _r¥p:i2 = M/: I M a.~_!!~.~-s-"u'-p~.___r__t._--1_ _ __ _ _ _•"+--....-----~;f .:t ) ., a I/- • 3 -1~.....• ....... )/-. ........,._ _ _ _ _ __ • ~!d _2 _ _ _ _ _ _ _~M ...:./_ 10 ....;.x_ __ _-+-,-M.;..,../'_ _ _ _ _ ._ 51..:....,._________,__•-+1-S~el top ······_!Ld • .I - -fP O _ 1/t:,t' --·~-- -·--- - ~- J. I {, _ eq_.!_ -·• _ _ _3_,_J'_· _____ sq•• • 01.rJ' 6 (C/ I #/eq •.". p! ___________.....,___.._;..·._,__ _ ___._0_1~7 ~---·· ·- . ... - I . ~ ·- I?: • , q3 _J.!f_~ !_ . ,,, s,eel - ~ J.. ~. " M/bd2 a.Uown~_la _ ___-· __ !__-.!S- .- - ---+----1....3'_.,.,_,, _ _ _. s . ol/- e~h~.l{.~'.. ~~~~l _ _ _ /.J ro #/sq__,_.•·~- - J'. _:r._J__#___ r/~" . -g eq...!" ! !,~_11.g~h .!~-~-~-~1.~P--•--'--'---/_ I _'_' ·-·--- -• _ __..!,._,____ • I #/aq. • I ;J..() #/sq." Bond Streee . .e.....,....~-·. . . . . . -· --·-·---•...-,-·-·___,.·,__st_e_e..,l_b...;o;. . ;,-'-t.;;;. oza. . .,___ _ _+l __• _ z_.____eq..,__.*........_____sq. n , vlc I .5e 3 MARK Computed fl.Y.-J. Checked Work Order 7. Da-te '--:1 Detailed c Page No. ./Je,'w~/J /s / /feo,..; /2" ;?r1c,e Wd// /Zo "/.,Sc"( :/'f. ~r #e ?/llfi}rhf kl<::1d dl1'7 .::Y_,Pa-ndre/ .1 ~~e ~ /.2" w~// ~ .6r1cb IS-' h1!(_4. 71'/s ,r/// be vn '?'he ..;;,q,re r.../'t/;1'1Ar'1/y C~AO:,/~I" ~,,dr::?. ~ ~~ rA1.::, o/ 7,ife kl'c~r non, 7Ae 6'-'~7'1 e:1,'" ?¾e ~ ~ .. e,7"' eJht" :floor 7}) e ~ o-, ~ ~A,.i6 f!/?I '7fl"19 /led T i#~ IW~~-/ o/'7';1~ orn,, . n /3J-oc IQ' ,6 ~ I l. ✓ d :- I 3 In~ r: lf'l l!J /o.; //lfH; K{I~ "'-~Iv do t/4e eftr/>ft> = ..24,~. ~ C (') - c/;1n~l'i #& eoo IA:'/~&. //;).-/~.s. 4..:f 1/or;.:1 J = .IJ.$ .: too#lo It i.J' roo ,/JJ3 X /Y)< /3 /1/a,(', UJAC. /#/,,111~,;1" ,,.. 7( ~() x (, ,6 7 ,X, I~ ::: ~/S: S-oo na.-1/s. -c~,r= 70'di (.luf "- .;c~ 19 3 , ✓ c.,,-,r1,t~ 7,90 a, if't It= fd2eco ..,__._ · _ _"'' 1 , ta /)f..!-== 492,24tJ~ ,o :::...:!K,1.r.roo ,o / , I />1..L.. = ...!:. x, I~ .roo =- "'110,., :Joo '~ /1, /'1- l CM c. /),fa,1,t'n f I },?to .:- ~~ t/4,f" t ~h1hJ7j I I I I l#y,.., ' 24-,_,,120 'lw'=1'7- M ~ ~- /: ~ X (z<J) ~ I '1-/0 -= !ti-!: ,... .,,-~ '1-3 ,>/ n-,-/£~ ' 17 s c/4 ; ~ 0 - & 0 M-lk 4 ;; I>/-' ,,.. .o/'fo/2- ~~ in-/~ ~o _f_ ~ ,,_ ; 7Ji 6 *';-.24o I: / 1-., ,~ C ,f , 11'1, -//.s.. ~ /I') - • l~.s- 6 7 ,f'j I 'pt!>- 11'?.-l✓s . 711,, I l. l I II I l C .!:"Joo Qnitorm Load pe r Foo\ Slab Stem "' = ~oia1 Unit .Load:; Spe.eing e:17,000 1otal Load --• $qai.'f. Load "' Qono ,. Loads /cfOO • -'- /0 CiNTER SUPPORT Ri ht_ _ _+ -_ - - - -- ----1+----,.;;..=.=..:::...=.;:..:~----i.---..;.;;;;..,,,...;:.:.. ~ Ooat,= ~ • - ½o ---I M_Coef. ____ _ ______________ .. "# t' M~~_t __ot' support. "'/?(, O"JO -~/pi2 • M/~1.s 'I~-::_ CJ/,.r • • _• ..:;> I ~ ~....!'-. /3 ___ -~d • 3 ·1¾3 -fo_ = __ _' ()fJ - --·- -- ~ 0 ....,__....,_. _ 4:"Pli.>000 11 ..,..;#........_ .2 _ _4-_3_ 0 _ 0 _..,.."_# I M a.t._!~ . ;. f:!_;8;....;:U.P..c.e.:;;o,r;;..:~----...---- --~•"+--- ........- ---~lf • M lxi _2 _ ________,._M...../_1_2- _x__ / 3_J_...__.2 _,t./_o_M .,...bl_l-_~_1_~J_ _ .i!='..... • ··-- _ _ffi_'.-_o________.½ _'l-_ St~el iop . __ _ _ - , -:2 ?9 . _J.d .. , J>J?C/ 1,I~ • Lef\ ...c;;... _ _ .,_._,z...~q.!_•________!~ , f)/7/ #/ eq •.•.. P~- - - - - - -- -...---+ II, .('e, " •01 J'I - -- - - - . . - - - ~ M/bd.2 allowab_!_! __ _...._,_____ 13_ . ~. __ __...,__ _1_7_~_._.J_ _ l~-~ ·!!1:x:~ ~13 •.2, ' eq, • • f 1 e~ee_l ________ __ _j J'.rt"o _ft,~al ~,;: .z:-3/tt: . Y::. a Z, 9 eq. • ! Leng_th . to ~~elop___ ·_ 'I _/_-?___- ______ • _ _ _ _ __ Boud Streee a , OC)_ror _ _ _ _ _ _ _ _ _ _ _ __ ... 44 --I · s,eel bottoD,1 .....i...;;;...;;.;;,_.-.,-=~;=- #/sq, • ___ __ ___,#,_..d.aq.: #/sq. n aq. - - - - 4 , - - - - - , . - ~ - _ , _ _ .tt. . . . , ._ __ I-'- 33'' --t--i-o-~--- Computed t/'-, Checked Work Order l/2 /co _ sq•" .YJ" 4/lo/l Dai.• Detailed page No. . i ~ /Zoo~ £.. l '1 ' +J-.-----t-~. - _ .71--..-f/.._t II ~-ul ..,. jI t ' ·t ;(3 '' ~ /3. JOO ..--........ RR qni.torm Load per Foo\ Slab --~~•--i _L f--t~ +I Max. Unit Shear= Stem Spacing a .Z :_ -~..!.. -/4- ~/ - 2J'- 36 ~ - - 4-7 'to'\al Unit .Load:.: ;?Joot'> Qono .. Loa.de • Total Load ~UiT. Load Joo #/q" = 7 l' a S-4 1' Sti~rupe Na - I ------•-· • lo = -~-~----C_&_N_TE_R_ _ _ _ _--"il~---.;..SU.::.;Pc..::FO;..::.;:,.;R:.;;.T__,,._ _-4-_ __.R=.,igc..ch_t._ __...._ _L.;..e_f~i,--- - ~ ¥ .. Coef_.- - -·- ·······-..-·.. .. . 0 0 ...,~-•-_4_ ~_.r....... "#:.....t M at _ of support 1_0_ _ _ _ _ _ _ _ .....~..___Oo_e_f_,_,~_ _}1 _..-:1_ ,._ ______ _W'_!xi2 ~ M/a/. .)-tf{/3/":. . 7,,1 _ / _..._ _.....__..,___/4 _~_-o_...,_ __,._ 40if'; ()O " .:Jf .; _; ~#. or~ _ _.,..._ _ __ _ _...,.•,...._________ IM at. faoe eu • . .M M/n.Jt /1,) = ::200 M/n .. "£(1')., - ._:?...,,.o -t.-----------~-HP-.:: . :bi2 . ._ __ _ ...,._ _ __...,_:.,. __ _.___,,_,t-,...; __ ____ .___ d., /3' Steel :to • - ·- - - - - - - - - - - - - - - - e - - - ~ - - - - - . . . . . _ . ; ~ .JLd • 3, ..;13 :. ..f.9. "' .f 3..0 .~?- .... JJ1.>fl3 aq,• :z'.~ 2.~7 _ _ _ __ _ _ _ _ ...,..__ __ _ - .uq eq.• . 0171 ··-- #/aq. •. ....-- - - - - - --~----+ -·_o_ o_f_7.________ .o _ l _,._, ___ ... ._ .... Mfbi2 allowable _ ___,,__ 133,.J____,___1_3_3_._~_ _ " _jfl_::_~.r., xa1.r¥1,~ Z,!l ~q, • 4 -~~..,~~~1 _____.. . f t~a l =?- l "' .:Z •ZS' sq.! • ! L~_~g~h__io-~.!~J..2.p___ l f:f So #/a~ 1.r.ro --i__. . ./,_4-_.- ·-· ___• _ /4_ _ _ _ _" Bond St.reee ;i,o #/sqM,. ;;,,o s,eel bottom I. 3 ~ eq. 11 2 . 17 __ --1 - - ..}'8 ,, --- #/sq." -r-~--..-.~'--t-- :;,,f #/sq." aq." ~ - - l • - -1- - - 1 - - - - - - --_-_-.;-_-_-i-r-._-_---+..,...._-_-..,~--'----~~-------==:::::::;..:-=:-:_=..;::+-=-=-=-=..=-=-=--~......c===-11 " -14• --1 4-~ ~ { -+-3--~ ~±r-- MARK , :5: 8 ~." .;:.~~r Computed fl Y. tf M d/, ~2 Checked Detailed v1ork Order ~ /~a page No. M/11160 ~ I . RR ---~_;;, ~ qniform Load per Foo, J_ t ,____ Max. Unit Shear= Stirrups Na = "5(. l' :s 4 '' Slab = Spacing := /3.,_z,._c-1:~-,,,"._. a I .22- - , d -1 - . IP Tot.al Unif .Load:c :f Qono. Loads • 14380 1otal Load '.)-f'~.,.-; ,•-· iqui"f, Load SUPFORT 7I :J0-37- s .r Ri ht ) Computed fr Y. Checked Work Order 7/l ' o.~. ~/2~1 ' Detailed page No. . C'l.flTti' i. l I~I, I1 2o qniform Load per Foo~ Slab "' Stem .u/. l.J"Y IS X /.04/ z: Spacing Jf/o// To'\al Unit .Load= 3 7 G0 Cono .. Loads 3 J'O ~--~ -"' s., I c 'lota.l Load ¢quiY. Loa.d --~ .. CENTER - Coef,= ~ • ¥ --~ atCoef.i__~f eupport 1.,f /2- 11 I .rJ :Je;~ s .t" -~bi2 "' M/:N,r )f (H }> • 2.r !t...!'- .,,., -~ld • /2 . -: • /3 ..f..?. a SS--S"' ..1?: G .fl/xis-::::. 2.S- ...:..,~3(. . lt~,el =f_:;_ ' c; Is- 1 ,S-:: .3, II .:)(j ff# - - ·--- • eq, S\eel bottom . /.j,l.. ----....- 4,/9 , o• 2¥- _ -- .... /33,.J _,,,..._. ______ I ·- ,...._,.,_, ..... n #/sq. n sq• " -- l,..o , '10 ., .5-G-~ //. K ti Checked Work Order Th /fJO Computed /J?//711£0 .. .... It ··-.... ... ... 1, -----#/sq.," I MARI! . , . . ,. Da~e 4/2 Detailed Pa.ge No. • n #/sq. ---.- J J-.r-o ·- ----eq. 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(:, zo 15 ;1. /', 7 7 . q.r9 IS' J:nd:/",Qt?"I· tf,r. 24.2s-x 1.r~31,1.7 ~.S-2'9 lnr. ,J; qn . 11", .24,2.I' x I.!" -= 31, 3, 2, .rz. 3 Zo ~1 . 77 1oa . q1,.,. I 2'2 so.4~ /YUM I.EN. lti/. ✓ltJT/> End r: 11~111?1 l/?t. ~ Seam G,d t:i1rder S,.:Z5x.36o::/I ct:' tftl 10, ;1..r17rr 71.? ltff ~ /fJ -= lt:/t) l'7X IO .::r /9() //J t. 611,1c/er /=na" ..?p<111, I=". 8 ._ //, s-x I l. ,. 136 /nl-..f,o,v;. P: B. 11,s x r1-::: 13J? £1?4, 147', •Cot. s$fo G~ 41i.,/o ,sd,, ~ c"/, IS,, X, II 11 O' 11 .JC5f16 4 "15. ;2/ / I 7 " CJ .74 ,, X' 2. t.; ,~ ,Q 2att flt JJ.er/ ;c_f/1')( :Z.0" /-d f ~ ~~ .27r1 )< ZJ" 0 5tcle £;cf: Cc/. 5'(Z. -Its 6~ 4#to $'!A . ..J'.!:ti to 4 -/5 ;2~ro3d /~f ic 2!.2ti /rr/. Ct;./. 1 .52. , I' /, .r-, -¥, , I , $ . o, qt.I /'-0 , 0 0 q;.j.~ /11!/,tf / .s-, - - 'b l'-10 ,_L{, D l9''x l..f"" CJ -Zt."x 18 ,. J:] :<,r/ ;l ' ,, ,x ;;,.z ' CJ 4 .,9 0 5.¥-1 a 1..r6 4 q.3 ,~ ::?.()/ 4. / :2. 0 , (p , /,F '' XI/'' 3,~, ~ ~ '~ (, - /!:,---_I IS" ;z;..j, 'I /,J. 3o7... ,if 1r ,1- 2. 2../ IS 3o, .&f ...,-ti,"# t,tll /.j't YI/" 4tl1o ✓"!!­ /7''YIY'' .J'din-4t:! .2t ''KI]'~ a :3', 0b 4 /13,, , _;e!J.(/.,r.j'rd' .:Zl/ 11 Y;to" CJ 4,00 1d?i" ,;t.1111 ;21../'x ~ ,, 4 0 3 , Ji/- 4 ~t/0, () //1 , 'f a 7ornt... 1 - - l 1 I J t SYSTEM N0.2 ...:::S---VSTE/V1 No. 2 f 0/ 'J (}/ .:- l oo L/ir-e /.oad 2JeC1d ,, ?ora l ::: 60 /00 #Jo ~ 19 2..-o o sq d = ..Y, i'JJ- j ?;~ ~ 4 ,1 t6e/4w ..;~~ / ~! ~li-6"1/ ;Ir. ~/" ort?;r~/tt ~ . <-'~ 71 ;r I 2 ~if, .~ • 3 7 a" • t,6-e j . 9 .,;,-.r' i:2ce d en?r/ -,P,i ,,. c . on c . /-1,-p(Jf 1 ' fleR ,. dff ~/)d'f / !7/ 4Jt'd ~II!" :/1. o-, /r~A-d"r~ ;,-,{eq r :::: .rx lta = ,l'oo ~ == _4t, JC I 2- X 4 = / 9 2. o --#- 6 - / / Y1IIY7E"() :Ill I /..we_ load.,.. /()o -~ . i}eru/ ,, lcf<i/ 1,() ~10 I s , j',;i_ d : °Tql<e ..7t:t)" .:Z-,, kl"w '9 .?.{ " ;7/-et9/ flrea uf $ fef'I / fl. ol' ire??t?/77{ ~ . r;o77 x I i.x .7'..S- =- •:J'Z 3S- CJ ' V-'e J, .I/ f ~a~e~I e//e-ry .S-f h C. ~17 c. 1 Oee,/:' (f/1? .cleP~ /o;;?d ~- 4 , :z.s-y I ~ x / , o~ _ -':" ..S-3 #- .: 6?K, . To i et 1~1s.JJ ~n1r ?t-f e,;d / #, ~ tl?ref!ld/i '/lowQ./> /9 --.rl>~t1I" "'"" SX I.S-3 = ~ , '. M W P~ !ifl!Yls~ ..,,_ 2 -==- ,, :::: / 7- /(, J' 0 l"e:!"117 ~ -=#- r ~~M,n"'t. 6-2. • w/)J'/~n,~111 fo ...l- 7 £. J ;f ,4() X /2. X 3 ,.S-.:.. I~ / f,Z J K (/s-) l.,,t / v-= 43~:J-o o ..L- I b '-7 X ( I rj l. X I '- ~ /'Y ,.,~ y ~' ~ '"9'f J ..w Ji. Floore { I ~t l!I . • I.SI - RR _/_Y,~ .S- Qnil'orm Load per Foo\ Slab /~ i i,../t,"-{ Max. Unit Shen. r= /OJ- :#/Q'" Stirrups Na = 6 v:,O 1 1 s S(, ,, :: Stem 10. i..r x Io/(_ /, olj. J__=. ~ ·-- ~ • 3-10-11/-2(::,- 3,-48 Spncing Total Unit .Load= 2rroos- Oono. Loads Total Load ---• tquiT, Load = d' - .f_ - c cl CENTER SUPPORT "# IIS/txi2 = M j..:_,_1_41____ .fld • 4, _.f_o._ = - ~~ c . Ri ht -------·--··· . M a~-', ._~f support 4 ' 0 .J""oo '"# J ----..........::+--- - - - - - M at. fao .:;..e_e:;;.;u::.c..c:..:::o.;:..r.:..~---4--------""+-------~# -.,....··- 4-J- ~-.Q~!• /() • M bi 2 M/lo ( I ..2. !Jr ~ ~.JS- M/t o (N-) t =- ~(_~-aq ♦ ti eq .• - - - - - - - - - - -.. - - + - - - - -- -- 4-/o_ _ _ ··#/sq._•++-"- - - - - ~- - - - + -: 0/3v- --~ - ,_..,,----·-···--·-·· .. o.-)(l'f/J..t,'9 allowable /33.S/,3J,) JO jfJ_: . oog 4S-Klt./-: -1,iPeq, • i ~~J•.~!?..e.l ____________,_._ _ _ _ __ #/ag_~ /2._ • _f,t~al =6.-{£=~ 2.:14.1/ eq.• ! Le11gth to_d,!:_'feloE_ __ ·--·- a , 003, V' I 2-o #/aq~• /,1'.r eq," n sq• n ('; - I MARK I '"'1, Computed fl J/, ~ Checked Work Order ~ /?Jo #/eq. n 1.2--0 , . , . "lj .. Dat.e ~ / .~ Detailed Page No. . • /JfllY'i!O I i .i I I ;. f I I j f - - 4.r" • I 1r~ .a. ' • J_ ,...1--_'1_'~-. RR - - ~ qnifotm Load pa r Foo\ Max, Unit Shear= /1¥ ~lo" Stirrups Na = 6 Slab /Py;s.3 Stam l o. '2-..r;r 9 'K 1. 0 1./ = Spe.eing To'\al Unif .Load::: :Zi Jl()r Oono. Loa.d e total Lo ad c ..__ ~qui'f. Load "' • __ = ;J'"' x /lo .2/ ,_ _ CSNTER SUPPORT Ri ght _ __.,__......;;. Lefi -·- ··- -- -- - - -- -~ - - - - - -~ ~ = -- - - ~- _,;,.;;..,.,.;.;..._ _ _ __ _ _ _t. _.£_ _£,_ M Coef,= 1,_ MCo ef . ~2.. /o - - ----- - - - - -~ --H-- - ----- --·- ·-·-···-·-• ..· - ,, · - - -- ~ ---- - - - - ~ - . . - 11 ~...-•-.3' _ (_ &-",1" -M -J-0 -- - - -- -".:.:_ # M a t fl_ of support :36(,;,, a-e-rJ # 4'391 S "# ! _IY .pi2 = M/4.r<;l/,J.,,, l>. a I M at. f_a_o_...;,.~_B.;_;U::.P:.cE.:;..or;;..t.:,...___..,.._ _ __ _ _•..,,,...#_ ______~If 41.SII ,4r M/9xl~).," ,:207,s- M/9 flu.} - M/l:d2 ~ ., 14 _ • 4 _,Ld • • 914 ::- , 303~ s~21 '\op .... ____ - -- +_ _/_, _1_7..... 9__;:<_!, • . Olff p . ., • • 2'/.C/ --,- .. ai •" . CJl7J? 1 # 3 r.,,-·0 #/ eq t 1 .. _p____ ..?.2.-~--••,______ _ _____ ! ()() l (I'- -- - - - - -- , ~Ir -- ---· _ .... 11 . ,~ c • • q ~r;olf ~ I).. ? M/l:xi. 2 anowo.b_l _ e __ __,._.,_ ___1_J_ 3_ ....s_~---. . . . .- - 1- ~_~_._.1_ _ ~- -· _J.~__ = ,Cl0'2Jr(4rJ<l "'1::/. J' _ e ~ !.~. ft-~$2..e..l _ _ _ _ , . P . = , ()()_2..R S'" Steel bottom r _ ,,,_ ;;- I 1 /C"/~../ - - ;2. .fir'~/ sq. :i /,?'1 l /, 2..1 aq. 11 - - - - - 1 - - - - - - -.i..-. . . . , . - - -- -- ·, .b f - --1- ¾ ,fl ~/a~." /4p - 4- .z- ?.z_ ,f : ,fJ-.r(I sq.• ! .Length to_~•elo.E_ __ ;, --_ 1__4_ ' - ·- - -- ~ _ _j_ _ _ _ _,,_ Bond Streea l / l-<l #/aq. 11 / ~a #/aq:" - - - - - - - - - - - - - - - - ' - ' ~ . . . ; . . ; : . - = : ; . . . ; : . . ; : =- t'Jd #/aq_!._~ _ 11 _,t,~al = 1- 4; '{.=, _.::Z • 2 " v-/? 1 c? ~ /S-S() \ ! af N ~ II-;, • r 111 ·1111, • t; :il l ~ mputed H //, ~ecked . rk Order 7h I 'O - . ,.. .... (:,-2. MARK Da~e ~;,~7 Detailed Page No. • /Y111>1e-. -? . • l/1t;11'1<Pr;r G417C6'/1Trq ~et /Ylf; 11 .f"O/J 4'0 o ;( :Jt lJ1 ~-=- do - -h : : ~ ~;/~. /J?f;-: ~ :l..J<f~.A'(2D)z..!f' 1.,,, do .1-io 1v1.1- u -- I M~//'le'J? I 1 ;;...o/1 00 o -!;, :: , o o, .io~ tin// • /}?t;n,&11 f f f,/' = /..S-0/IOOcJ /.:<.l,1"'()~ . S-)(/OX- 1 "2 11 # ;« ~re,n ~ 2 -.;,c-#- / :fr 11.s;z., tJo ,;# ()-f'l . -= :::: s-7.1 fu o~ 4 1/. r It) f t1 M-fo == JV1 I' I f'o l.13/~ :zoo •,7 C., J"'tT I /Oo : '"It I/ ..LL ~ /J1'!mJ=O #._r /YII/J,?ZO -el' \ . l/tf/M€0 #7 unce1?-li'c1Te/ M ..t. /0 l>'/...L-. :20 W/1 f. / ( \ = 6- 7 ~/?/~"17' = , 'I 0 1, a x I o ~ 11.. = 7 C. l7,, 1-r, x -f. /6 -=- = 76/ 1.rr. )(' La.o = 1 7, ~ Is-, ,1t1-1 r ao ~# • .:!o 7 .?ro ·'lti I M~/Henr ..,. ?1/,-t-. ()/' ,:f-/c-111 ::: 2.ro #/.f'f M,fo.:; f;nef1o x(.2.o).,_;cn. = J'~ ~ S-oo I/# MJ,. =- ,:Ido -:: -,s-11 7 S-o 11# ''"'io ...o l orq I M ~hft!'I? t - /J't'n :;:, ~ 4 /?~t; O O l>ffo ~ 74 ~ ()C} O M 1v11:~ #8 r _ Cbnc, /)f~me&t/.._ = ?0 ,t;; i rk, x 1 ~ = 1/4 1 r/' l>?~r/lent ,,.. .I..~ .L.,-/Ptoy (t-0)2..rli- .: ii., ?iifa I M 1..!..v -:.. I_; 2 3 , ) o () o 1/JL l'r-- ..5-1 z 1 o<t>o t#- 72.t/:.1 ooo v# 11 #- i I I ~~ - oo'~ I. zz.. 1 zo RR --~~?~z,.r Qniform Load per Foo, Sle.b Stem / ?, 7.r x 1;; )'/.{Jt/ J_ ....___t t t Max. Unit Sheu r= Stirrupe Ns = = .r l' :s ..,_, ,, a ~foo = :z.o x_ _2_'/_; ; -_ :1..roo.r 111 oi-- · Toia1 Unit .Los.d:; Qono. Loa.de c 1ota.l Load • ¢qui..-. Load -.. Bo1:4d Streee Steel bottom _ _ _.......,,_ _ _ _ _ _...,__ _ _..____..=.-=-;;:.;;.;::=-.- ! / 2- ?- - .... ~ c/ 1 d- / ~o .J'/- /If - Zo:f .::J:~ 3() - "'lof. I = lo #/aq~" #/eq." I :i-O 11 - -- - - +1/.oc, - - - - - -aq. - --'--.......--- -- MARK 1 Hf 6tis , . , . "Int sq." .. 8 ~ i--1 -<-I --H "N zo,, .;;r-/eel or .., Computed Checked ' Y. Work Ord e r ll, I o Dat.e rj,,~i1 Detailed Pe.ge No. . . .• INre 'ME.. 1. n . . ....,.. -- - • ··- - ~ · - - --- - ·· - - - - ~o ,, 20 1 -- RR }_ '!!._}CZ, Uniform Load per Foo, Slab J_ ___p.L -i ,__ 6J' Max. Unit Sheur= r Stirrups Na Stem l1,1S-fi/'1 xl, w = 1 1 :a: 4, ... 0 Spneing ..:J'4-11f - 2-0J - 30 - 4ef._ = - 1 -c/ - / 0I ~ ~ -·Coef ,= CiNTER-/:;;, j T M_Ooef. __ -- ···-·-··· .. ~-- - - 2• D :l..O j_ -~ d • 4, M/t, r(z.o) • .. ::a , ()03/ . . f.r~-a l,: 1 4. ,~ J eq,_, ! I,~_~__g~h_.!~L~.!l-'!.~J_qp___~f I 2-. 1 Bond St.reee \ S~eel b o t ~ I -- I 2.0 I :' ~# • eq • II 4 . 70s , OIi'/ ·- ' 01.rG. - - -·•·· ·-. ~- #/sq_~ -- 13,. J /'..r.ro #/sq:.." #/sq~" I J.,o eq. II 4 .~, f-• ·- ----- ·-• .:;, ,2.r _ __j_ 2-- - -- l -4 MARK "t,11 fl Y. <:, Ylork Order 77, IOO I ··-- • · II tr.U./eq. n --· sq. n ) Computed Checked tl1L 1i M/13 x(u) "=_3!3. : ~/()/ - -· 13 3 , .S···- · - - ----- -f- 6 t,,eel ..::.!2-f I, 3/G., :Zoo :i.1 I J . 9,.r.-J:<J.! , ~1.r1 P· I "# ·# • Steel - _top ·· · · -- - - - o_ =_ 3t:/O _ _ff e_q . ~- .l?' l i.8 ~ "' , 911 X 2.o • d " M/bd2 a nowa~~• --~ -f. ~- = r ()O J I , ,a K l..o.: 3 . 7~ sq,. i ~~ -•~~~l ______·- /0 / ).. /, 0 _9€,. 7 "-~ • ,.lML!Xi2 -- -i.½:-;.:Z.I 2. - I ...L M • -~ ()9,,. 0 0 "~-~_!,_t __ ~t euppor\ M/bi2 = M/ !> o '£("2-o) ~-=- J./.t', 7 Mat. fa~~ eupport G.o Lef\ Right SUPPORT ; Fi.Obi:. i. WI { --- - . ---- --- - ····--------·------ . I ,,,, .,.1_ t •• ;s-' - J_ ·"- - - ~ ~ /.l. ~ RR __!~..n7 Qniform Load per Foo\ Slab :::, Stttlll = -,. e Max. Unit Shea r= /oo V'-t'O" Stirrups Na = 7 1' :s ,j'f ,, Spe.cing Toira.1 Unit .Load== ..? 7✓ ()OO Gono .. Loads ~ - - - • -· 0 'llotal Load ~quiT. Load .. = /J X .:Z{-?j _ 47 a /POD 14- 2.1-2..P-3~-/- CENTER SUPFORT Ri~ht Lef\ -~-------~M-----~~--------t-----r'--~------~ - ---~-----I _ _Coef • _________., ... ~-- ~1Coat,.= ~ • ~ 1,:, ---'-1.c..o _ _.....__.,_ _ _ 2-_c_....,__...,_ "# t· M~~J: . _of' support. L/.F,_ooo 4_ JI(., Dao _1::1fpi2 = MA,•11iX/3) 'a.. - r,q, I- I M a.~ !,'no~ eupJ??rt. ~ a d .. ~~- ~ ML_!rl-2 41-l 13 4 .7.r/i.? • "# :Z 4 3, o o,:, # ~# M/12. x(/3).,_: :J.i/o M/11. x(op--= _!_!:.::_ ;;., '1 ~<l.!. S~el :toP........_____ 1 -- ~ ~ .J,s ----++'p~--- - - - - - ~ - + - -'- c_ 1_7_ 1_ _ __,___ _ _ _ __ t:-:,;;;:-,,~i, 13 #/eq,: !)w2~-l-l o_w_ab_l_a_ _,......+--~--=-•/_~_5~•_;_~_ -·--~~·---1-1-~---_--_-_I_.J--_~3_......r _--,.__:~ ]~~-=-:.E..~J:~,.tfo,r Kf3::?.S"< q, • JI ~~."-~~~l _____ ,,_ _ _f t.}'.al ; 2: %' f P., = • n# 1 02 _ :2 • 6 9 . l_ sq •-~-,! .~~~g~h ..!~-~.!-~~E..-.-~- .'Ir />.rs-o #/a'!!_~~--,, _ _ _ _#;rl~" . ;. I .tf .~ --~ -~ _ ______,_,......--~" #/eq," #/sq." Bond Strose I / "l,-0 Steel bottoo I :i •I 7 sq." eq." - - - - - -t!)O - - - - - - - - - - - - _ . ; - ~ - ' - ' : . . . c . . . . ; , . ; ; . . , __ _ _---t_ _ _ _ _ _ _ _...,...._ _ _ _ ___ ~- f~ f. Z- ~,,;; --+-1-'--IJ___:2.._ ~ f ~ 1 l 1,£ ;z. I/~ ~ - MARK Computed # Y. (i. Checked Work Order PJ 100 M1tv11:t> 6-.r Oa-te .r/11/., Detail eel Page No. :i . i I I I., 113// 14{ RR --~ 3,. Qniform Load per Foo\ Total Unif .Load:; :J ~ 00 O Cono. Loads c /?00 = IS- X / /)~ 100 •lo"' = 7 1 1 :a: ,r4 ,, Spe.cing a . ., I .2 .J. - p..!. - ,;t/ - 2..1 - :z.P~ 3, - -97 c:11 - ..J. ;r- - - -•- · Total Load equiT, Load ~ /Z ~ Sti~rups Ne "" OY.IS- -cq7 Max, Unit Shen. r= = Sle.b St m &1c.~ Wal/ - I .p t ·- J_ • IQ ~ sq•:! MARK f 43 f ''I -~ ~ ~ ..:fft!'i' I Q-1 Computed 2- , - to ••ir.t II. V. (i. Checked Work Order //,, /()O ,. /Yr!MEXJ -.,.. • ~ Iii Date .r/u/z4 I Detailed page No. " . . ¾ i I I ·· ---·-· -~ I 1 Qniform Load per Foo\ Slab Stam .20 )( I 2... 'I. I, D t/, ffrcJ; lrv'1tll = 1.t1/'2..o-: Spneing Total Unit .Load== .3 62 O O = ;1.. o "' / :2 I' o 2,~- - - - -•- · • -19. Co .2 ,J~qui'f, Load ,.. Qono. Loads total Load ..L lo _______C_E_N_TE_R_ _ _ _ __..,.l.i.. · _ _ _S_U.;;,.:P:-..::PO..::.::.:RT.;::______i.--_....,R_i.,.,g...;..h,t_ _ _...,___L__e_f_i._ __ _ 1 -~.:.....-0.... oa_f--,....=_ __.;./4 ...; :10 ~ - - - - - J M Co ef • ____. ·-- ---- --· .. ~-- ___-h',_;o______.,_ _ _-=A. . )..___.____ _,~,.__•__l1__Jf _ .P_ ,_o__o_ _ _ _"#:.:....{ M a~_f . of support /., ~R4-✓ tJ()O 742✓ P~O "# fl . 9 ]/bi2 = M/:n-t)(:z2)"' 1 # I M at. faoe euppor~ ➔~;.--a_3' _7_-s;,_ _ __ _ _ _ _"...µ.::M~l/!. d2 _q o 2 2.. ____ • S~l ;top . . _ ___ .t.Ld o 4 • .2.S~,2 , /93 ,3o_ _ )~ c . o/1''/. 2.? =- .20. 17 " b :¾ ··,t; _ft~al ..::.,t{(= 'i:•!f' ~ J/f. ~I sq,• ! Length to_ c!_,eJelo_p _ Bond St.rese ,_ i ~ 1-f. • ~ .r -- ·-·· .. i . j ' l I t I f'S".S-O 1, IS l!J, · - -•- •· • /2-o - #/sq,ff '/-. 2.]... eq~ - #/s~ . n #/s~ n .1!./ . -" 1r aq. sq. ~ II ------·- MARK ih:f 3 - - - . . :· ·-- .o b / ~7. j M/bd2 auown.!>_l _e_ _ _..,___ _ .,.._.~-- S'\eel bottom o{- -~ , 0/!' ...~ _j~_::__Ot:JJ6 J;.a,1..n<~<. 1:l/..t,t. eq, • i f 1_tt\eel _ _ _ _ • J/-.13 ~q!• #/eq._~. _p_'- - - - -- - - - .._ _.:..~.# I,t./1~ x (2.:1.).,,,._ :zs-r.. M/J ~~(u.J ~:_1~ 9' p •. fo~= "# .J Computed 1/. V. . Checked Work Order 77, /oo r/ :/ -'~ •1 D•~• Detailed Page No. 7 . i. J!. I ! i I ., --1t J_ .2~ S-ol, 3 ... .,. ....... , '? ., ,, ..c;.-. RR 3---.!..~_ql, 3 .,_..._ . qniform Load per Foo~ Slab Stem :to f. I~~ /. ot.f. Max. Unit Shear = Stirrups Na "' = = 8r'tcl: ~ I/ -/3 Kl 2,o 'to'\al Unif .Load::: ..,..-, Z....o O = Oono. Loa.de C / :2... o;..r Total Load -(')OZ -·-·,.r • ,4q ~quiY, Load = -·-- 2..,~ Spncing -r :l() • x / J' Io 1 _l CENTER Ri g= h_ t _ _+-_-cL_e_ft_ _ __ SUPPORT ~Coef,= -f;_ 1 r4c TT/~ 0 ef. -'----------------7.-t . ··--···-··· -----.......:....--'------......... --......;;..------11 11 • ~ ~ 3~1 -0 # ~~-! of support ~ _2-_3_,-~_o-rro '- _ _"__#,...__lj_4._'l'_~_c_a_o__•"_# ! M/bi2 = M/(j7,.r)(.Z2.) l.- po -37 -L • M/M2 <;! ., ;z., 2- " _f.ld• 4,,,½2: ,/9.3 M/ltj (2 2:) a.=- :2./3 M/;i x(z.z..) , . ~- S~el 'top ..... I./, o 7.,,- ___!'i• • p -. I •-t~ = ~'IS:__ ____#feq. ~ P' ·fd. a:;, 917K 2 c :/..0-II - .3-~~ P . "" .001/-7 . ' r __ sq. 11 -4, I'3 ,tJ//'$ 0/ ,S° 2- ___._0_1 _, _______ -- . ·/'3'3 . .J /35,J , 010-i... - " . M/bd.2 a llowable .. • 11 -- #/sq." /2.,0 .ILL sq. II 1r eq." 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Mon,el')f ~ WI. o/' ~lem -= 3(;,r Mfo : lo K 3o .r x {i..o) ?..,K 11.,,, = /"I{)_; tfoo 'i j(t: Mf::o = :tf) ;ofc?I IYlom e/Jf - M.t::: lo M-'Zo = do :::: 7e,J ',k;o ¥#. 1 11 # i -t- /8., !~·---t RR __ Qni.fotm Load per Foo\ Slab /tJ "o Max, Unit Shear= Stirrups Na = /600 Stam 1s; 'JS'" 1.2.. .,_ 1. of- l' /CJ/_. ,r: ,s Spneing Total Unif .Load= ...,,~.SJ' 20 Oono. Loads Total Load Equil', Load 1 D . -1y!:d2 = M/i>o ( J. 1./. .# I.) C • - '7/3 I( f "' ,.2, ..,r ;. ,, . !;. J,8.S • _ft.~el :;:-.,:- --..., t(:/ a ~ - • - , 17~.;- I S' ...1. -1.. - ---________.., ,.~ -- --- - - 1Mat i_~f support 7o /o fl# '# l',o e " l M at. face euppor~ ' • M/!Xi2 • Steal top ······-- M/12.K /!) ..9. 1r " •: .eq, . _.i . --- M/bd 2 a llowable !~. s-~~-~l aq, • ! Len.gth t.o_de~eloE....._ -~# .- :r n.ll. 1T ~ M/1;. >' (; t>.J ,. -= _!_!.!:;_':_ -eq • • -- • eq. 'eJ/.f ~ p ·. t #/eq._•. _p___ ··•- 60 ~- .::.._~OJ1 P. C . "# Lefi Right SUPPORT T M: __Coef. /0 I D 20 X /;'f / = ...L- I J? -4 jld • .I/. r~1,, .fA- = 37S- - -.--- ~J Ooaf,== ' ~ "'· • l> D ;f13-£ - l"lj-;;_t. { .3"1- .,,11, - J-1- ~2-t c CBNTER . ---- .,~ ,r: a I 1' ', l i ;'.f"'!"'O ' 16 Bond StPeee . /2eJ S~eel bottom I ' ·-- -- 2,'11/ /21',) •·· -- #/aq, • #/sq, n • " ---· I - ~--------•·· ·- · .. ---i- • #/sq, n --· sq. :, #/aqM aq. ti MAJUC 1 t'!J 6 -/ ' ,.,. ·11 " Computed fl JI'. (S. Checked Work Order /t:>,:; n. I i I -J I ! - - - -- ---- ·---------- - -- - - -- - - -- 1 .t 2o/ _ _ _ 111 RR --~7, !.r"O 41 ijniform Load per Foo\ Slab ;e, ,x /~o Stem I'/ Max. Unit She11r:; /oo =#/.q" Sti.l"rups Ns = Cf I'- o o = l~Xl,oc/- J_ i (ll"" R - . .- _1_ - 7 __, 7 - ~---,•.-o--· ...- - -- I 7..r l' 7Z. ¥ Spncing Cl / ._ 7 I ::, <;-,F-/f:.i'O~-"' °i -..,.:, 4::J - ..5,<-, - ~ ~i l'o'\al Unif .Loa.d:; ._3' S S-00 Qono. Loads c 1otal Load • ----------~-· tqui'f. Load 00 CENTER SUPPORT Right - + -Lef\ - - - - -- - ~ - -- - - - - - - w . - • - - . ; : . , ; : _ : : ; . , ; : ; . ; _ . ; : ; _ . . . . . , . . __ _..,__ _.,.,_ _ .,....ftl_C_oa_f_,..,.=_ _ _,._ _ _ _____ V_Coef. 1 _,~..... _ _• __7_ . 1_ 0 __ , o_o_ o_ _ _ ___tt# ~l ~ }!/p:12 ~ M/(.o f(' lJ°?.- = If/ 1 ~-f.9._:::_~rs_ c ~_i ._~t support. ··- ,e11, t 17 ~ tr.J-7 /o 11 1 M/td2 # ---,- c/7J-21 ooo s~2 1 top ____ . "# ~#. # ::..~1~ M/;,._ x(17Jl-~:t()S- M/12.xfn)) 30_~':!.! _~ - -- 3.s7 -----~eq.• 7 :· r r- - - - - - • - +..... ll4 • ,;.: :½L :: .~.11 .,.1?.- Ti7~01 oo ______ ___________ .,___ __ i M at. fao~ eupE?rt. -+~-"'~_.._ o________ ~ iL,!..... _L I p •. I 01'1--1 ,0 1.r - #/eq. • ;e!__________-+-- ' ~o...:.1,;;,,~_?_·~--·-- -- --+---'- 0_ 1-1-~'-·-· ·- _ ... ". M/bi 2 allowable ;.:;,-,, J _ _ _/_ ::?_~_._\ ______ 11r.s-o #/sq. n •c./t e ~ t 1_,\!3~l _______ _ __ J'S.S-o #/aq_!_._~4---..,...------,~ n . ...,.::. S·te_a.,.;;;l"---=-'.--......,,.~·r..-.'i ' ~--:r._-::r._.7_~__e~q..:,_•........+ ! =I,_ ength to_ ~'fel op~ __ _ 1 _ __ _1_/ _ __ _____14 _ _ _I¢ _ _ _ _ __ I )..o 11./ aq. " tr Bond Streee j / 2.) #/sq.," _ _ _ _ _ _ _ _ _ _ _ _ _ _ _- w ,.._ . ; : _ ~ - - - - - - -------· ~-'1f ..ci.P...,._=_,.,,.f)_P_ :Z._tf._~ _ __,,,___ _ _ _,...;s.._.~__e_e;:.l_b;.::o;..;c..tt_om _ _ _ll--_ /,_!_q_;___eq....._11......_.......,._ _ ___sq• n _}.~_ = . 0 o~ .r~j:17-:: -- 31?. /. ntl // ,, ..fhr;JM v, I le/I J<1~ o,. r11l6t ,, C MARK 6-~ j ·..,, • Computed I-/ I', t;. Checked . Work Order ;1/2 loo , . ZJ , . , , . · 11 - i l ! I ·r .;2.o fRo RR __ ~ ~-- --'L_., ,__._ Qni.fotm Load per Fooi :'<at.!.f'o j Max, Unit Sheu.r::: Slab Sta111 /9 , rox JS" J< I. oo./, 3o-: :: Stirrupa Na =7 l' :s .ss "' Spacing = 2-o x .7 OJ c:; I 00 c .r, o - - - -•-· • 41; 1,o To\a.l Unif .Load:.: Oono. Loa.d e Total Load ij;quiT, Load .. 3- c,_; -16-~s .:_- S/J-411:f - .S-o = CENTER SUPPORT Right Lef\ - - - -- - - - - - -_-1~-----4,r,....--.-~.;;...=.......;:;_._...,.._ __... _ _.......,....L.. '--------.....-----✓ ~·---- ~i Coaf ,= M• MC ef - - - ; ~ M- a;___t• ~-;,,;;~;t - 11 pr~ ,,,; : _14./pi2 = Mho r(~2.J"' - G3 ,R - i M at. !ao~ ..... ___•. ,_, ,. #______..,..~# euppor~ II l) a (po M/td2 - - - - - -- - - - ~ f . - ' L - ~ - ' - - -- -.....- -_ ~-!..... ;<.;2_ / :;_,., - " J,-"j,,-. - z--~-'4'-'~=-f' - "#-+-- /;,1 - ~- .,--0- ~ M/;J- Y(>-i)l.:. ?,!"S" M/ ... S~el top ···· - - - - - • } __..,_:,....__.,.:;__....._ _ _+-.,-,-_ _ _ _ _ _,___ ,_ 0 - ~~q.!~ - - - - - - · sq." .fld • ~ 7 ~-;,..,, .::. ' • ,_I~ p . - O/ ,P::::. _f.9 __:_~~o.. ---..--- _____#L eq. ~. .E.~______________:. o t .rR - - - - - - ~ · - · · - .. ·- .... -·i?- c: . 'tro l"t -l2. :. io,or - " M/l:d2 _:-llownble Jf!_~ .Oo'f3 '(. ,o 2.2 :: S, ~f eq, •.i f '.s\~el _ ___ ., ___ ..., '',/;_ _ft~al • B - -g_ :e 6, I f.... ....:p_;i___ , o.... o.... 3_ _ _ I " f ~ '" j J'.f"S-o eq. • ! Le12g~b to_ ~•elo~ .-- : jli Bond Streea /~ ' 8-J ,f -- / "" "O --..+--'- ~_ 1_ ,_l- - --· #/sq_~-, _ _ _ _#,_r/_s_q__," ·-··---- -~ _______ _ " #/sq. n #I , sq. " MARK J .5 - \I ,, ~- ~_ _ _ __ ._s_t_e-.el~t;:..,;o;...:o;.,.....____-+l__ s._. _:2._2.._ _ _ eq....._tt..,__-._ _ _ _s_'!,:" . i\j __ 1 ~ 3 ~ .3 3 ~$ • • • un7,r .ffeel af ··~ . ~- ;,, . , . • I Computed 1-1 J/. cf Oa-te .r/.Z3p7 Checked Work Order Detailed Page No. !Y. Th ., _.:; - . • 6- 4 eo~ c l'if /v = :;_ ')( ::Z/1 3 ~ 60 0 ==Oh1.f' /Ylf-v = /~- )( 3 0 s- X" ( /4 V l..-;c I 2,,- =- I,;.../ .2.. (,,~ '-I- () 0 I <"<; 000 ~ n / IYl f :::. !Ylt/VlllO # S ltJfo;; -fo X lo/9/ K ( ~ c.y I 1. /1"-fo · "' to ch b- .6 lj 0.7.Sj ooo ..r; 7J J-0 0 lo-la I /Y10111 e>vrl .-1>1 /0 -~ 0 179 '½. 0-0-0 /YI :..0 -= 94 , rt!) o 7 ) Ct//')< (/41 /. -,,)t'r(,fle4' /JfG?;;tt!';t·r /~om ;:,n T - S,:;frHt"" • IY/fo : ,fo X .;;!./ ' 'S "I< (;_oj 2-)( /'t. M*.= ,t do 7;-/(( I /Ylomen r M fe = ~ C/t9 ~1 cro-o /Jffz-- ::, 0 S-3-S_, .J- 0 (!J ✓ = , f'J V = ..30,TPJ" .,t7 x ,rx ~~- = qs. 7 ::tf-/r::t ,, l t I l -- - ~o t ;:,~I" zo' - - ~ 1 RR ~ Uniform Load pe r Foo\ Slab .I'f'7 Stirrups Ns • :! -~6 o • J/-/ 1, 0 .. 1 ·- CiN~~R } SUPPORT "# n, Coef. • fa ...,_ M- a~__i, __ot eup~·; t·-··· •• - -~-S-¥_ P. ...;.1_ ~_ o_ ~".... #..,_1....1 _!__2 1_ 4_ rf'_o__"_# 1#,___ .......,_ ___"1f J M a.~ !!~.e..,.._e_u...._lP..._Po.;;...r_i__ . _ _ _ _ __ _ _ _, • M/l:d2 M/IJ-A_'l,'l,,,)"L:.2./,9.~ JA/; rx-('J,,l,}'·-= 2,Fr ·. - - - - -- -•-+i-s~.~l ,i op ... · - - - ~ - + --S'._,_t;_ ;;.;c, .P ' E...!.- J.. ► _!ld •• 11. 17,, . ,_, ::: Left. Right 1! fl .!!fpi2 • M/ t,o t C-i, i,),., -= .r 3, 3 G,o ~-rt-1,-.7.,-f,- '/ -Jo M Ooef ,= / M • . I; S" 'I i'1 ifoo b• ,. = 7 1' s .r.r ,, Co I 0 o Cono .. Loads ,., p _[_ ,_ ~ - /S - .,;- ,i a Total Load Equi.1'. Load 7!.Z. ,. Ma.x. Unit Shear.:. 7¥ 1'rIQ ,, Stem /'t/, S"o/l/J-;cl, 0¢.. Toia1 Unit .Load-= I/- - - - .- ~ . , , o".r ____!q, • I - · sq.• (.7/11 J.--' ~ 010 ~ _________ • _o .... 1s~ ~ ---·· ·- ····I .J ,,r ·- -- -----....--------· 4- . "' r ,, I "t •/,f J ~ 'Ills ~, -- f 'i f 4- :J. i 3 ..3 MARK • $feel 3 3 ..3 Computed fl. JI: <$. Checked vlork Order 71; /oo (l i Cen'fer i. { J I t 20' - I(. j_ --~ RR ___! 9✓, 9/7 Qniform Load per Foo, Sle.b Stem Max. Unit Shear; /"7 #/0'' 1.s-. -;..s-x12. Y l,•11 Qono .. Loads Total Load ~qui'f'. Load 1 9/ ,:: .l1r'1c-J::, 141, I I = I :2 o XI .r To'\al Unif .Load:;: -31 ~ /2."~ p Sti~rupe Na /~OO = /0 l' ~ 79" O .J- 7- 1.ij Spe.cing l8f - 2.s-f- 3 :...f- , zo - 4<?f - 49- S-'!- 7 1 4 ~ ---• .. Left ..L :i.o 41 "# ·# " ( - - "# ~#. , t,;'l]S ··-- #/eq.•_ .P~-----·- - - - - . , - .· --t ---·~-_fll_'I_~- --- · --+---------- ·· ·- ·• .. c , j'f:J(!S-'f ,.~ • 1, . 01 " Mfbd.2 a nowab_~ ----~~-- / ~ ~ - - - - - 4 -- /9 _ - ,_ - -j~_::,_·_()01/-/>X.3:s-x If: s.-;..¢ eq, • l _ JJ- C #/sq_~+-...,..•____#.__. r/~!.n .ft~al = /O-#/a _J. C/0'7 eq..!~_!,~l}_g!!t_!Q.~..!-~J.~p_____ :_.~. ___J_t./_ _~- ---~ _______ " . f-0_ = __ s-.ro .i?: !l ~~-•-~~~-- -- - _ t Bond Streee j /Jt:J #/sq~ 11 / o #/sq." AP.......,~_ .o..,.o_'-l_l _________i~_s_~_e_e....,l_b_o_t~-----1l__.J.:...•-J_S_S"_ _e_q...,.._*.,____,._ _ _ _~'!.'._n .' ) ;o- f"Jf MARK ........ ...6-S ''-v ,, ~.~.i,.v.~.-v "'"'-\ ~ I • • ...f/t'.?/ t:?f Cerrh,r fl. Y. (i. Checked Oa-te r/" Detailed Work Order fl, ltJtJ Page No. Compute.d IV/1 .eo s ~ 1 i INTEl?/Yl~OIRTE S°) 'I/NO. I I I J f 2tJ 1 j_ /~ 91() ...........,._, ...,~ .,..,,._ RR _~~q1 7 Uni.form Load per Foo\ Slab = Max. Unit Sheo. r= /CJ = 10 "' 7?" Stir-rupe Na Stem IS. 7/SX/:l Xl,tJI/"' o'r11:.e m II= 1 2 ()11r• 1 1 Spncing • ..3-7-12:;-ief-zs-;_-3:z,,_ - - 4t)j - 49 - S"9 'fo'ia.l Unit .Load-= ;19 PZ (') Cono. Loads c ..__--~- - 1otal Load iqui'f. Load ?lj • ... Lef\ -- I Tei "# •!J 9J 7, 00 n# ~If . Ot7C i f~-.ro ; 1'-1 1 t Bond St.reee l l . - /2~ #/aq~" /,'f'I eq," MARX f bI ) - II · j ;:I ~v ..... ..5f~I 4f J.v v • I ~I') -Ir'f" ~ /1.0 -3. I .r S- #/sq. n sq • 11 . .... 6 -:- 1111,, ·11 ' sj.. Computed H. Y, ~. Da-te Cheeked v7ork Order Tl, /(Jo Detailed (V1JME"0 Page No. 6 ~ f- -- 1 2,r 11 zo _RR __.30~7 Unifor~ Load per Foot Slab + Stem ~.7J- /S-Y/, 0 8'r/cA:.. 1, 1,:. 12ox1 3 J-:" J- = Stirrups Na = / .I'Ot../ .. = '2.0 x -< / f' f Total Unif .Lond::: ;,/..,5' I ~O Cono~ Loads Total Load S:qui•. Load Max. Unit Shec.r:::: ::: ., / 7910 -----~ • , / tJ I o -"' l CENTER -1... 20 T • M Coef. .J_ M Coaf,= /;::; Rig~h_t _ ____,._ _L_e_f_i _ __ _ SUPPORT ' - - · · · --------·· •. i - - - __ _ _ _ _ _. . . . . _ . . . . . . . , ~ - - - - - - - - . . . . , _ _M,_•_...;,. l;_?-...,_9_.r _.,....<n-1'J _ _ _ _ _ __: "# :.....t ~ ~_i _o_f_e_u..::cp.;,..p_o_rt_ _-.._ 1,_1'_9.Ji trrO "# "# 9~7~ roo _M~/_bi_2_:_M_/,/3 _ 7_•r~)-'-(2..s_)~_-_ _ R~~- ---..+ I M at_f_a_o~~-eu~p~p~o__r~t--+_ _ _ _ _ _ _•.,..,...#_ _ _ _ _ _ _~#. b.. :37,J _4 e .Z. J _ -~Ld • 4-.; 1/-z.-..r : , l'Y _!_9._:: __ l&, 3 o ..tt. c , rnx .U- " M/bi2 M/l rx(-,,,s:Y··::.;un. M/ 1r,x-{2-S') 11 S.!2a 1 :toQ _. _ _ _ _ _,___..r. _,_'-1-_'f_ ~ q-"-._•...___ _ _ ___ sq• -'------ - · - - - - - - - : - - - - - - - - , - - - + - ~ - - - ~ - - - p ·. 11 . 0 I i/.r _jfaq ._•_ .P~------ 2.z.9s- " _____._o_o_9__....___- - i - - ---------·•· ·-.. __ M/tx:12 e. Uown.bla __ _-4-...,____:_/_3_ 3~ ,....s_~-~+-- -/_.,__ , _ ____ -~~--=-._{)orJ-x 37,SXJ..r•.S:lb ~½tt-t ~..9 -~~~l _ _ _ ___ l ,.rsa #/s'!!....~......-.,-------.#"'"'" ,/.sq." 11 11 _St.eel :: 10-J .P= s,,2.S- aq.• . L~_I2_g~!!___t~_.?_!.!.€: lO_p~ ___:_ __ l4 _ ___ ___ #/eq. n 11 Bond Streee ] /°1--0 #/aq., ------------------------------'-·s• 1 b tt l J. 37f' aq." 0 ,.. ,.. ~• ...i"--.. ' ~ ------------'~ 0 sq, n O!!l l MARK f Computed fl.I/. (f, Checked Work Order 'a /00 I Oa~e .S-P .... Detailed Page No. Ji. l 17//10 L'V l I t -I .zo, __ qnifor m Lo ad per Fooi Slab Stem .:/3 , ).I" x 1..rx1,0¢ lJ'ne;K m, I/ =;::.,o ~oial Unif .Load:;: ,/.] ~ () Qono.., Load s ., / 7.:JJ_~- 'fotal Load "' , / / 70 ~qui•. Load = -CENTERI . , Ti:. M Ooef ,.= SUPPORT • bl Coef • • ¥_•__,;__r_ f _3__,J_o_ _ _ _ _ _".;.:_ #1 M at l) a 37, S- j .. ;2J- _t f d • ;,t. 3/2J- ;. ~'c....:1...=-------11i----✓ o______ ? J_-J 3'1 Jo 9a 0 ., (' "# __ ---------·· .. ~ of support - 67,"1. M at f:o e eu t4/txi2 .. M --r· Ri. .L ht_ _ _+-_ _ Lef\ __,i,.-----_,,,_ "°"". / _ _ __ - - - - ~ . . ; : . _ . ; : . . . _ . . . , . . __ ~#. or\ M/1t" ,< ir) ~:: ' '" " M l:d2 • Ste2l 'io.E. .. . ··- -- - - ~-• S-1' ___!'i.!!_ , 01 2.. i.. • 17 M/JJ"k(v· l. :..3...~ 3 J~ 'II' ~ _fj)...= __ S-7tJ ~ - ··-- #/eq. • .P~ ____ _ _ __ _ , oe; .~?- c , 'll.3 M/lxl2 allownbla /3.1, r ~ - - - - -- -- - f1 ,/'JFO ......,....--+ ).J-- .23 ,/ " 1~-.::_~~ 1/,I. 'f 1, r ,r _J,t~el ..=_l-2-£ '1.,17 sq.• ! ~~-11.&~!!..-~Q_A~_'!.~~..P_ _ • '_ l Bond Stress ::s 1/.3 I e q , • : 8 t . e e l '1-7 # / a q _ ! ! _ , . _ . _, _ __ _ #_/_s~_!.." _ /?-.. ·- ------1•_ _ _ _ _ _ _ _ _ n / 2. o #/sq~" / 2,-<, #/sq. n l sieel bottom /.7 , if.. eq. 11 3 , L/- / sq. :1 -,4i,,,.......,:'--,o...:...----------~;....;..:::.;;.:......:;.,:::..::..::~----4-...:.-------:.---i...-...........- . - - -·-- MARK f Computed Checked Work Order 1/.K~. Tl> 100 /Yf,ME() Da"te r/, ~ 1 Detailed Page No. . t<(Xdd. 5&vn,eE Cb.Lt.lMN .;7/4,6 :::: /OX, = 3~,<JC,0 /{,o)C 'l--0 F. &t1m -=- / J?3 ;< /0 = JP.Jo u,;rder = '3~-r"X 10 "'" $0..ro .;?pa17clrel = /qCJ1 X .2o = 31 <f' Lo ZJ;t:1. ~I' ~/ . CtJn=> .:::- /.? /,.r I• -:f-: 76;700 /,ff' , 17 ❖ t6e c:;-,; ,,$ = I s; .3 .t/ a '<' J; 0 0 0 .2cJ¾ -(:r ecc . o/' Co I =-· {/4e,: 11 Cf Jl//o;r~6/e /~ad= ff/-, IP./ C.P/111'17/?"" Cl?,. - oo ~ J~-;z,x /..J" :- '-/--,J.3'd~ ,( IJ,K, 97) 01/-0 # J(!j?t/Jll?E U>;i.VMN klvtt/.. ..:5qme c~ ,6~,,,,,,.. /acn?d$~ ;2() -== 7,.., 700. 'fo = /~ .Jt/o /4, .( /4,w ~/, aJdte;:: #f. of' ctJI = o/~ (,NJO pre o 19 ?JRo #:" 1~ . of col _,6., /$n• .::: ::.:&?" -= 7G1 7 oa ifJt!lei ffe;w co/. f.1.lor!'.:: /'1°" .f',?o a lnc.ree:1.:s<"" ty'-A ~f" co/ == IS-I 3.1/o ~·oo o :I. CJ l,o1 b ;i_ O == :<.;, 1 ' '' ,, c:.~re ,::, 19 ,, (/.<e ~ - I ,,,.ti • 1, ;j- "J:! lt'tferPI 1i~ 'Pace- ✓ / z. 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Loads • ,otal Load • • :lO .._._._.._t _ }tq1.d,T. Load d/ SUPPORT ..L ~. . ¥ Coef. 10 - 1,0,tS" ' ....,.__ -· ¥;1J7,1 : . .1, ,,r . - -- - - - . . - - ~- • - • " " f. _"# Mat i ~t support ¥ibi2 • MJ ,o 'K.(l~)l- = 1/- If, 3 ,o ti If I D , oo-3 I ·- l,et\ ~ _L. ~-- - - lo " • Steel iop ... __ --.- 2e> "# '# M/ 17. x (11') .7, 'f/.r • eq, ll _.......__ _ ... ,_ - , 01 JJ -n " M -----~--·~ -- /3~ • /33 , .J ·- ·- I --···- ··· .. .r _...._. l ?JTO lf/aq, ~ - ~4 •• 1 Le:g..s..~ !t..ht~'!.el o__p_ _j. Bond S\reee • Steel bottom '-1-3~, erro . 01..r? p •4• • i ~-~-- ~~e.1 -- U/,J" M/; i ,r(11) ... /lo,i' M/t:d 2 ..__,.,.......,___..,,_ J!_ a ,ooJ/ '<.,of.Jl::J.JS• _It.eel =:;_-~~ ..J-: ,, a:s • J , 'I 7 Right Md, faoe euooort. 1111 J) _!. " ' 0, c---o-o !Ld • g7., lo .........--#/e~,-~ pl ~-q Jj XII• /(,,. 'fS• fi4/bi2 allowable - ~~ • - JI - {:. l.y • !4 Ooet,:, j. I - 2..1. f - - 19 d:: IO • CBNTER -· .3¢, - -,1 f - l7f/l X f .. J_ -- 1, - - - --- 11 #L!1~- • / l-<' #/eq.,• .2.,# eQ," .. ...... ! ., ' _ ,.., .,.. r ... trt/sc. • -- ari , - · · · 4--,• - --·-- ··-1 I I Computed HJ/, Cf, Checked Work Order ~ I, Date ..r/.1.'(lvl , Deteiled Page No. , - -· •• # / loo ------------M1rE"v Z7' fiM Zo J_ I RR _(J_J.{""~7 ijniform Load pe r Foo, Slab /o Xii o Stem / 'I ;u 2.. x I, o if Max. Unit Shen r= /~O ~lo.,., Stirrups Ne 9 /loo I 7.r = == j+/.2 -~ Spneing ;ot.al Unit .Load= 3 S: ..roo ;----•-· JquiY, Load .. -Jr- 4.3'-.FZf-, 'ff .. :2..o x- 1- ,- 7- J--:::----· = Qono ,. Load s Total Load = .. ..z ,t - 8 -14-z~-t. -21-t - l' • 7z, "' CRNTER SUPPORT ~ht ~aft ·- - -- - ------- -- - ---- - Ri -9.'--------"'------- ....¥_. _O_oe_f_ ,...,=_ _ _ -'_..______i1 ¥ _Coef. - -------·· .. ___ __ __.:f-_~""- ---- - - --.1~ . .- n ,, 11 ;, __l\1_•_ __7_1_o_ a_o_f"'l_____--'"#.:..f M a t- i_ of support 7100 oo # r.r2, ()oo !LI/. 1 .Mfbi2 = M/ 60 1<.(17) -i.'I-I I M a.t fao e euooori # - ·· .J i _lp..._ a _ !'!"' __ ____ ( _ _ _ _ _ _ _•---i+.:~td2 M/ l:J. x(nf": z. e;.r M/12.1< (11{3 -~-_1' ~ ., )_Ld • _ ____3_,.£_~'1!'' - - -- - ----,..---•~ s__~al top ... ___ 'I-, 7r_/17 :::- • '- 7tf p _to =___..JS:.r .J, S-J , c1 r. , CJ/ 'l-7 #/a~•-~- E._' _ _ _ _ _ _ _ __ ~oof~ -4~ = , 91/o X 7; ;.r. r-f 1 II M/bi2 a Uowab___l_e____ -'- i..1J - -,-r-- ----;1-_j_3J,S- ~·· J?.r.ro '---' -'i~ - - /7S"S-O _j~--~ U'f'x '" 1 11~ :l.,9/__~~w f'e\e el _______ _ _ .,....... - l _ _ _ _'-#1_~ IL/- - ~ -----•-+ ___l _'-1______ _ Stael = 6- 7 "/ =- 3 , ~7!"" eq, • ! Len~h to_~• elo~p- - - i ~'I , ,, 0 Bond Stresa # /sq," /l,0 {, '.;, ' j -- ...,........-_..:.:.~;..;...+----_..._._ _ __ .,..__ _ _ _ _--1,J..;;.;;:._;;_......:.:.....:...... _ __ __ -+ --·I ...,P...._0, _ _...• ..., o.... o_u_ r _ _ _ _ _ __ ~;,<i ...;.i..;;S;...t;...;. e..;..;:,el bot_t _o_o _ _ _ ______ / ,_/_'/, _'t!_ _..,..e__q...._",___2.~~•-~-1_ __?'; ·; I WI. J De-,1d If /t?/t JtJppol' f- r'fh1 ,, 6-Z f i¥ Computed 1-/. Y. . Checked Wol'k Orde r ff> 106 a 6tjlll.., • Dat e s-/~ 7/z.1/ Detailed Page No • .... =s; 12:z, ?;la/ Mj 2.00 ' .:lo )( l o 'I.I 1, X ( r.tF;,J ~'/• -;/!-- "#: Mfe; = -4; 0971 36e; ..I. 2) o 1/J'J 61'0 J(., :. 1 ,, 1.,,-{!foJ ) :; 17 ?/ )t' /(0001r J'3 MIIYl£"0 # 4 :::. 9..J"7, CJo-o "# :=. 'f-1 J'1 II 00 r Cone. ~men/- ~ )1.,:_ = 11, C/10 X /0 )(.Iv ;:. M~ .: : ~ )! «., l'f'1, ,._00 :: Mf.i~ ~x2,ll/41 -i..oo llft>-;,~r ~ - ~#:: §'X:247/X /JA.-' ,,,7o - jo, io /Y/io,::; I I M Mt l o et do c:.,:..--, ~ m eI I M'~ . 3 ) 33 , 000 ;,-#: 2, , 7 0.1 o " o ~. ;le l.1 ,5'.;J .5': 0 0 o //-#:,. ~' cYO -5; 1../J'"; 200 I/# = -fl., !J',/79_ :1 6 o +'~ . d ~ M~ = ;z11~""GJ0 ";,:;/:.. u,,/ /4on.enf# x 2..rr41-x (30)' X / l,., = $, 1./- q (J O ()(? 1,# /J1,I ~ 1 '= - - M-1;,.: .i.. M..1. ...L 10 a.o Mi == ~ to3q, 2.00 Mt ""'.ro~ 3, o l>ffo - ~ZS-4., ' " 0 .:Z.o )( N~i: - ~ ~IA/ /i?~M ~ f ::. de> :t, 7'1O.J ~ 0o 1,1-# I, 99~ o oo ~;fl: l}fo ~# ;,,# ~o X. I.,_, x. Le q7 )"- {j/.oJ :J b ~ , 1.f/ X ,,·ooo ')(' 7 = 22 ~/2r,.v~s !. ...?...(~4-0 #, ,_ _ _ n_ ,~_ t Js;,,()tr _J______ f ~-1o_ _~J. ____ ____ - Uniform Load per Foo~ Slab St.em J>D t. ;,.,o ~ /.of -1 I 4w - 71 ff I ,-?J _f:L'::~ • Max. Unit Sheo.r= /7,3. Eq\d.Y1 Load • • • . 4., 09 e .J6o -~ ~ !d_cl. • lf: 2 I to a S-fJO ,o • • Steel ,to_p ____ - " 'l:. /() ~ ~ ~ . ·- II . ~lee/ al ♦ I I -- -<O ..._ .~- P<J ... ... .r- ·- ·• ~--· ·- #/sq,• ---#/sq. I II ------- Bond Streee /rO #/sq.," Steel bottom /tJ, 6K It Cenfet' . • - • • • -...... - 7 .... /tJ6,S ?A/ /.33 . sq . -- #/sq . • - · aq ___ ...__,__ ' . , 6I -1,l 1--f 13 t - -t-4 l ~.rro j/ ..i n, - MARK :;Jiif-.3{ - -·-·n 6 4',.) :, -·-. -· f I ~ Olo/ /3..:,, -- "# __J:<l!. , _017 2,,-- ¥/txi2 allo~ble f ♦ I - I eq, • ! Le__l_l~b ~o-~..!-~1 ~L .. • //.? pf !9 • • l t _~-•i1t~l _!!_ ~ ,oo.L/- x , , x 91 " J'.J' ~ Steel = lo-~ ., 1~, ~ '; .2.n M/z..o -,.,(JtJ ;:; 2.~~ p #l__a9-._~--' -6"-~---~- .L ~ ·# Ma~ faoe suooor\ M/bi 2 . .J..d .. . 13_?'!.. I = 1q. I .P a ,yr- 'II - l,ef\ Right. ¥ Coef. _________ .. ----~- T S:, 122 1 Zoo Mat i . ~t supper\ ¼ -= ./31 31 ll./- -i/7-.Jl/--63-7.S • b • .. 71 d -,-R-10- 12 - 1 7 -.:o - .2.r- JO - (2.,t,, SUPPORT M/bi2 • M/711{(31) Ila X ... _ • CBNTER .. _L/O M Ooet,= M• JI) ~/4" = /7 l' . C/.3" Stirrups Ne Spaeing To\al Unit ,Loa.de / I, 7'/ 0 Cono. Loe.de • 7 /, .J :Z O Total Load • 9,.; t',o s,· J_ ~ z.:, :_.i RR • -=t-:~ Computed L/. Y. I Date -·-- 1••• '/d:-1 Detailed Checked Work Order Page No. !YI 1, - • l J! I II Il t " l t 1 -f= /8 ,, .lo'' t.t L ---- 20 I ------11-~I ' • RR _/~~7 Qnitorm Load per Foo~ Slab llr c: ~ r t,ot/, Stirrups Ne • 1~ l' • 79' .? I Spacing • .3- 7- 129 -/R-;;. c :12.01/r: total Load ---• ~qu1Y. Load • ~ Coe~,: 1t • /(!) d 9t"7,0" ¥ Ooef. . ' ~lxi2 • M/ fs1 . X 1l)L: ?S. 9 b D .. _g ., -j_ld • 4-.1r;1,: . u I/- J.9 -~~ ... s-ro I • • Steal toP....- . ' ()/7 .S- II • 0/ _00 'fi' · Steel bottom f 'I,. 133, S- M/b:12 allo~ble I I I I'/ .I "7r Jl, -ti II --• M/tl..)((IP)L ~ /2-3 • sq • •·--1= - -·-·. - -t ---~ ISJ,.f' I - --- ~- I "],..O --t"- "/-7 ~ .Ioa . l -i,.rJ-;-·lf/sq~~--- . Bond Stresa 1 fl# '# eq, J.7/' . . . _ _ - .... - p Steel = l~-f•!fa 3; 9()' eq, • ! Len_g_th ~?elop = - M/ n-Ku.rJ ..,_> 2.11-(,. -- --- ½o ½o 94:7,, a-o-e #fe_q,_~_ P' ?~'ft" j/F :- 1, • OJ Lef\ Mai faoe euppori -i~-=.1)()1/J' x n.stu~ J • .z¥~~ -~-'..•!~8-l p 1-- - - - M/td 2 II' c;, -..--~-·-··· .. "# . M at 1i ot support. 37, s- ~;;- le, Right. SUPPORT 0 3., ~ c/1 _L CBNTER . _J._ I 2.r-r:_ - - 4oi - 49-.r9- 71-;; To\al Unit .Los.de 8'11 f'ZO Oono. Loade • --- lo J t:#-/(1 1" Max. Unit She11r= 1~ Stem tr. 2.r f- 12 ~ #;~~i ~ II ~_..... .- ,... .... . ~ # /aq.,A /J:/o<l• I It a!L.' -:J,1S.r sq . MARK Computed #. Y. t,. Checked Wol'k Ord e r 'Tl, /~o Ml~li'°O , -'I , - -......- - ·- 1 l Da te t;/.rj1. Detailed Page No. _....,._ ,. ,. ! ! I -' ! t l l - - - -·- - · - - - · -- - - - t I 20• I _ _ _ ___. .,...... RR _!_i,_~7 Qnitorm Load per Foo'i Slab Stem 1r; '2...rX 12--1< I."~ lTr /e;~ /11LI/ Qono. Loads ~--- ¥ Ooef ,,= ¥. ---• ¥ Coef,. ' -- M/l).K(1f)\ kJ.f" - 3.11 ~ q • • ,, eq, • ! Length \o de~~l~E , oot.f,,r_ Steel bottom ~ fJ-Z oc,o I .l i I/, --- ·- - -··- . 0 J 1./--/:, I I n. - M/o-K(il) .._::.,L, .-":<'fl. ---sq, II "3. 7J' - /9'3,J .I --··- · " . 011r • ()O "-~- -4 - -·, i I ,Oll/-7 Bond Streea .P = "# -- ·11 p }..9_ = '+7[:___ #le_q._~. P' :: /', v J~ "" , tf~I " M/bd2 allowable As = .ooLfrK37,~ 't'/?,•J.~tlaq,• i . •~~d . -- -~. "•-...:..:..-+ ! .~ _Steel ; 1.-J"1 tJfa .J, '3 7..r _..I.. lo euooori • Steal ;toE ...• ).6 II-- Lefi ~ I""- 79,, l./-00 • M/b:i2 'b a Right --- ----·---·-··· -· ..--- -·- "# . M a.t, 11 ot support. M a.t. faoe .. ..L ~ /t) - ,M/_?i2 • M/ :s>1.r ;(11/'=- 6S- ~7.sI~ .:! ~d • 4-, 7~;/' = a c/1 SUPPORT '-i .,;,-7 ;2-J- -1.?f-2.rf- 3 - 4o-f: - '99 - .re,- 7 I ;f Spacing a 71,11/-00 = /0 l' • 71" x 19q I CBNTER -'/ i.- .. Stirrups Na / ,f' ao c 1otal Load ~ui•• Load ;q; C Toia1 Unit .Load=. 39,?Z..o IO 7 'if/(]'' Max. Unit Sheo.r= .. 13~,.j- --~ ... ·- -· -- ·· _ _.....,_ ,_ ~ J'..J_J_O #/aq,~ .PJ-:ro #/aqtn t tf. • I l-o #/eq." l'f ho n ~-- /, f/'1 eq. It 3', 1.r.r #/aq. ti - sq, " MARK -;;;~J'-1 Computed /./, Y. (i, Date Checked Work Order 7J loo Detailed Page No. G (,o I .ro I I i JO /(> CJ /;z ,, -<'/ Sb" 49• t:o• ~)--/Ea,e ! - 72• 69" '96" J7111t:F,€f11>? lo6''' l2o" l3Z" I.if.,. /J"6" , ,,p~ l6'i:i '' roJ? vr1.e,er/p S-PRCJNa J 7l_- II 9- -is-- l<f¾ - :l.2.l - 3 - 4 /4 4 - 4 h "£ - S-D ,4 - .;J.. s:-r 4 - 74 ¾..:. ro,_;. ~ R, - 'f"t, - - ..2,-f- .3C - 34- 38,rtf 3 ;r - ( 4 iI - (:, <f f - C/I :._ !. /~9/0 # _ _"ff_R _ t I ~9/C i ¢ _!_ ____ :;- _ _ _._f_ _ _; l f ··- --'IS/· l ,.._---.-_z~ t ' Qniform Load per Foo\ Sla.b '/. 2.r l'-'/.r. S-X I. of/., Ste11 t:l,PX .i<. o X. I, Qlj-- r i ..30 I _ _ _ __.,,._.1 • Wc2 .. C 1/ Total Unit .Load::: 7 7S () Oono. Loads C ssaza 'l'ota.l Load •1 /,3,3,.fo· Equi•. Load • / CENTER SUPPORT ..L· - - - - - - ~ i - - - - - _ ; ; . . ; ; . . : ; , . . ; : : . ~ - - - _ . . . . . ,_ __ -~:...-O_o_ef_,....,=_ __, _o _____ _ ~ ¥ Coef. _________ ,,_ .. n .il. ...,~~•--~-r._v_t?..:.-:? _ , _o_ _ __ ....: "# ;--1· M a~_i. of support. }A/p:12 • M ('l.f:..r)(~$) i..: • //-S-. ,1- M at. faoe eu 91, I 1 7, or, M b i2 MARK Computed fl, Y. t;. Checked Work Order "Th /fJ 6- (, ¼f l , . . . . . •1 /4<?t?d, $ ~ OR I?£ 6 :::: /.f"',f X a() KI~ "' 4"7✓ /./--00 = II'.$ ,x:, .:zo - 3> ( € o .:: 'l 3 6,e F.8t?4111 6ttnr/~~ ~ 6 ~ ¥ X I.J ...:fj?t1~tltV/Jr lt:tt::t/ x c20 llltJ, o-.f' Ct1/. ,, ,.,. .._ ,, Cell"~ C/Je 6 - I '' .P : -2..Z_ ,pz,o :f -, t:J 6.-le/~/ )7~ ,:?pc:Jcecl II 100z4 o /ncl"ett.fe ztJ f t ffir t!tc . £0, o 'f f ~t/me wl: e;/' ep/. .J" z.s () I 2J1 .f 3 />-#- COLJVIVIN /8 ,, I .e; ,, / ,Z. 11 /7//owa,6/e ht:ifd° '"' I 26., dtJ(J * Wf. o-/' et; /, ~ s 3 ? x /u = .so7t;,ill- . • o_k. /4:Jad -...?ame Cl'.$ .6e.i£/¥> = / <!2<01 Z.40 / n crea-se 2t;J ?o = zo,., 0 4 ~ar:I ~m C<; /. q/t1rl!" ~ I 2 .s , S';j 8 /1.;.,.t1l'n e ,rl. # co/. ,.. c;; 1 z. ~-o a ie 5 ,z.J O 7 (, _ t.aae:I i?o11No S!lm e t:t..f' ki;,,e /ncre.t'lfc!: 2() 9'c • = 1001 :i. l./,(') ~ 2~ 04 8 /4;4c/ ;fr/?m ~/, tf/~/)lfe ;: :t..rz_l () 7' ;4.ss(,)111 e rr/. ~f' c~I. :: 8 .ro o ...Jao,e, 4 # = z, " ZJ;i:, , of C<J /. ", . ,. t/s e Ctr)i., f/ ~ c;;r e ::-- 2Z " I~~ I #J 11 f!'age ~ #-fa 7,,01/r!I - p:: I. O'I-J"" * ,Pl ie-,4 :- ,,Z ;ff II . l t>Ad = :J'6'..J1 700 c-~/. = ..r..r~ X I .r ~ tf<'1-.f" #If ~K. P//owfl?.6/e I#: ~.F .i~ro .g .l.:lit'_ ..:7irhle a.f 6e/Jre .,. / ooJ o<~~ Zt.:? ~ ,,. .2B o'-1-R ..(a?,./ 7'n !N )f c~/, .?b;l"f! .:;- .}'f O, J7 & ¥ • mcn?t?Je .,f&sume> wt. tJ/"c~/. •- 10 .roo S I/J6J'l # )1//, r;f C&1/. :::- 6 fl';.. 1r ;;. 101 3"1,,o # . : o.t". fpqi_ Jame a..:f /4,,/;~ ~ Io 01 :i. t./0 ~°' r, jncret2.:1e .2o % ==o¥8 M)(ld lr~m e<9/. ((bl l"e ~ .rI I ) 6. J:/.ss1,1n1e J1,;f,'- Pr Cq/. :- i2 1 7.S-0 64~k,C/ 0 # ,, ,, ::-- ;z S 1 Ct; r e v!Je 1¥- 1j ,, ¢ ~1MI - 17at'_e :: _:#-~/4 j!'rle-· h : -Z.J ,, }7//4we, 6/e /4~✓ ~ .r1 71 z."o ~GINl7 Q,1.., Gl/>7N .lltt::1. ol' c.o/.. "" J Z '' ,,, we ,, u r e :=: 2 6 " 22- 1'' Jp1ral - IP ~c:?e,l°e.:- #..r/4 ;0d'c;-.4 ~ ;z ., , o c ia : r ;:/l/4wd,6/f> /4t1✓ ,::: 6 i.f{. 1 700 ~ / , OI/O W, o/'c~/.::: R ..i.f' 'JfJ S--::: l2.1 J'" 7t) r/l: .: ~K. ...5~t//1let: Lc;aef f iv1.6 = lf-3 x 10 x .go -= F.lf~ m ==- /qi X IOX -3 4,s; 9 oo = J;; 7..J'-O ..:::p,,:v;t/1e/r ~,94,,c..?~ -= 77 .f""<;O IZ~ /.s o .zs_;93,0 /4cr1e~e M/J/;~ qcc. /1..:JJt/n1e wt. q ~ ..r oo /6f; J?O # co/. £4a . o/ co/. Co~(,lh"1N 2.o ,,, ==- Ct;~e' = /G {/:;e 6 - I&" '' .,, ..; , £7 /4~erc,/ Ti~s .:,-~ced 11 ,, II !/J 12 11 .Q//o wa6/e load' = 16.? cJoo # fr/, t?f co/.,::: -¥17 ,tis-~ j -z .r.S- # , ', qK, 45., l'o ..§' ti. Loac/, ..5ame as be/ire ebvNO = / :z~ I .ro /11c.f"et:1Je 21) 1 e1 == .is; q 3,e; 4't:1tl ;lrbm co/. ,:,[;J1>;,e :: It; ~ ,rt O /1-ss(.Jnr ,' efer;/. ~ . ro 3Z-3t910-# 7,;1. Coi., GIMN =- ...Z-'I-;; ~ ::2.() "' ..vi a , ~.,C co/; ,, ,,, ure t/fe I If - f N !P .5p//1!t / - ~atf~ = -#.Y/o ,P: /. 03z ;:;/1-ch::: :z" . J71/4wtt/Jle /~ ti-:: .:?2 4; '1~0 ~ H/r--, o/ UJ/. ::= ¥71 )( l.r .:: 706 .r :;Jt-,: qK, 3 d ro 4 t.i I~ I .ro /..t:;c,c/ i?tk..JNIJ ~ame e2s- 6c9~1"'t9 ::- /4creust> -==- cZo ?o ti.,) ':2.J'"'/:'/ 1-t; ..t.3) q I e> '-t?atl ffMP e~I ghy~ == /fS.5,,/mf' wi, ~I" c~l -:: q 7r o 41' ?, 74 o :::fie ./JNI , ,, of' c~/. = ,, QJr (> ::- a~VMN :2.f '' .2 ¥ ,, t/4e l~ - / j ¥ !fi ._:fp,r~I d t::lc/r:> = #4/i!:> C <::, ~:::: ;. 013_ ' ~lrcA .:,- 2. '' /.7/lt'w«~ I~ irMtrl.:: .i/9()1 J'do :;;ft#, ~/' Ct>/. :: 01./-/ Xl,r::; 9t I S"' ,'fa , '. tJ K., 2+d to .J.t:d l.b,ul &vNL7 Ca.1..oMN Jl;t, , P/" co/. =- ...?3 11 11 :u; 9:::s,,o ,,. c1,,.e =- z9 11 • '-(f)~/ n"t?HI ~I ~11° "' 4? ~ 7 J/ o t/...<e z c - / '' 1/1 RssVM t> wt. b/ ctJt -= 1-:J j roo Jp, ra I - d'eld"~ .::: #: -'/4 p ::: I. o 2 7 b.5 ?i 3 £. O -#: . / 1 ~c/2 =- ~,.; " . .,,I///411/ai!/e l~t.?d :::.- ,..ref'; '+oo # =- ~me el.f ~/J,.e lt?e-r~~Je £(1 ~ I I :2.. CJ, 1 r-o f'W. e;/ C&)/.:: .Y9I XIS-:.. l .!J,.36.r' '#,lo,K, ; a ,s 2ad yat/ Jtrm~ ~ P~#f'e ~VNI.J' :r ~'-,VMIV 12.. 9, /.!"'o Uta• I/ CIJ/. -= 5'~ ,,, /n~l"t!dS P 2t, ?c ::: ;J. Jj 9 3 0 tt ,, C(J ne .::: 3 ;I. 11 _/.tidltl ff/jM CD/."~~,;~ ~ f> 171 3 l-o Vs e ..2..2- - I 9 ;✓ ¢ ./4.$.stlme JN'I'; 6./1 c. /. ~ ; ~, oe> o_ ..fp 1/"tl / _- ~~ct> ::: #-,,,4 .17 2 '1 'I~ o -#• ;::;,leA =- .e '' =- ~.:: /, cH/7 ...v-11~14/4 .J/t> 1~ I/ =- 13.J; ,f~ a #= Wr, •() I Co/·""' /060 'K'lr:::: 1~;90 o # ,: '?K. Q,J..VMN $ <f}(/J:1KJ: ,,;:>/op = 1.r3 x .Zo x .so = CJt" tfpo· ,c; 8~m::: 1,1s ~ z~ )( .,... =- 10; '9 tJo G,l"t:/er::.. 6:2¥ K .Sr:; = Id', 720 / z ~ S°(JtJ J:/ssvmt> wf. ,;/"co/. ' Si :Z.J"'a _1_.-2 _ 6_,; _7_J'_ O_ ¢ o:/' c•/ . = ltf '' l,Jiq , ,, 8- ; ,, Jfi .;f t:1 l,:rl~n:1/ tle.s $pt?et!"n! /2.." 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Ivm,, r/oor I( /1 ,, I, UJ/. tr - I, (/ I, It I/ /, 1, ,, ,, 1, h 'I ,, I /,7.S()G /II , 02 7;z.5;e77 , 04S70 /6G ,5271777 7 . ,147444 IJl97J7333 89-69,z. , 11,,. ,0 . 033079S'8 J' , t'.:J7:J7,~¥1, . ~731 , R/7¢16'-'1 / , 20s/. 01'2.S"'I I" .010290,133 , 0//11 70 $13 . 0 151/S2083 -; 2 892 , O e;, . .2rr;?.10 31/S;. /0 • I' " per t:l ' Of//4tJJ' H~ ,ooqoszz.. F/,M r UJl1Cl'e°k l1 /I 2 6 96 - 10 / {{,/I'. 44 .JI 7, (Jrf ,j //06 ,S"'/- 'I ?6 . 6,N 7Cj. 391 lf', S"Z JS" 82-26()3 If /t eo,f"/: / 6 . 2.9¥- Z 4 00 4- SY.5TEIYI 49, o.rr t;s-2 .s-z. 2400 3 - /BOO z J J/..5TEff/ 5YSTCM /800 / S Y.ffT£/J1 feer . Cc:,/l crere ,, (di/, \ ......7tZ_t/(7re / \ /=7cor ...f,'-ea/ ,,,. Ci;/vm,I'/ //7 //oh111e o/ F/oo, .fke/ " If II /( 1, fl 16/v-me o-/ F7oor A r ea .. .' '- /, ( jl ~ rt -. I-'- ] ' ' o-F f-t :+,_._ .+ ,__, Columns Floor + - of' ~ Sfeel t !¥1 ' . . ' ~ -l . . , , . '+t; . 1 ,-, . ,- 11 - n J. +- --t-, C :-,.. -- +P++ tt ____± t+H-t r ::;::'.:t:::t:-::d:r::;,~H f or Floor S, 'Siem t:: ' 1 .p Concrel-e of or Sysfem Concref1 Floor ,,_ fP?:t;~ . ;1- or -H ,- t H++t i r tt EfB ~ H . IL • ..-!-, ffifflfj___, H-t or CDlvmns Concrefe ·1. ff. oF f"loor qr~11 l,IHI : ~.~?ID- r j:::±'--~1+ : H- I +-c-_h-l--~ ~1 ! l Colvmns I .S'l,, ~ ~l- H+J!$1 or Colvmns cvb,c - f"f- / ,,, VOLUME C,:,ncrele ITTFI=--.-;=iT ---.--; -j-: Jl:.. "" :-,.. H+-4-H Colvmn.s Concrefe i filii§B rm m -+•-,..H-1-1--H-+-H- • - l il l l l l lllli1llli" . Concrefe • H- • ti: 1 ' ' l' Ti\> !l~~1":tr ~ . ~~ Concrefe oF Floor .Spkrn ~~:i:i:.i+:=~~ Sysfe,n Colwnns +++'-++-<-n+I--H-"""1+++++ feel - Floor .Sysfem . Colvmns V\ !:) t~ t11: 1 :I1I 1 IT+ fi -4 WiU::1:±Ul±~ .;: Floor .Sy.slem Steel or 'feel or • p$feel o f Colv,nns of" ~. i+tt·tttt Sreel oF Floor ..Sy.srem '-' ~ ~ ~ Cu ~ ~ ~~, ~ m.~i ~, I ~ • ~ ~ ~ 'vi ~ I I ~ i ~~ t ~ .._. ~ ~ i ..... ~ I 1111111 ! 1111 ~I 1111. t _ DISCUSSION OF RESULTS This plat was constructed from data reduced to vol~ ume of steel and concrete per squ~re foot of floor sufface. In the four systems, the re is, a gradual increase :in the panel area. As this area increases, the steel in the floor system increases. system also increases. columns vary differently. The- cone rete in the floor T.'he steel and concrete in the The first system .uses less steel in the columns but uses more cone rete. The second system is the most uneconomical of all in respect to the columns. System four is the most economical of an. in column concrete. There is also another notable fact in tha t taking the total concrete in floor and col~mn ani also the total steel in floor and column ~ the systems would be arranged in the following ma nner, with the top systems using the best steel or concrete: CONCI-':ETE System System System System 3 4 1 2 STEEL System 1 System 3 System 4 System 2 From this tabulation it would be concluded that Syste~ 3 was the most economical of those investigated.