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HomeMy WebLinkAboutPermit Correspondence 1998-4-1 . CALCULATIONS CLIENT L 1\ Ul) V~-,- 1-4/H..,. I=-S , OF DATE ~ /9'11 SHEET NO CALCULATED BY f? ~ ,,,,- STRUCTURAL BUILDING DESIGN. FIRE PROTECTION CODE CONSULTANT. PLAN CHECKING CONSTRUCTION INSPECTION CHECKED BY DATE w () # HUVSE f;) G: S I ~ JV r3'r 07 HIr.. R S' R e- & 1 p t=: N (..~ LOT 14-'1 fV1 '- l1'EN ~ (~ M IL-l.- 50 1 ~-r i'\ ()J ITl 0 tV '2 2..;~ f LAc:.. ~ s: Pr<. I rv~ Ftc. L..(> L A;-.v C C.o v A.Jry () ~ e G d ~ \ Y)'1b a sss c.. r 0 u;...) 0 r1-rl tJ IV D ~ S L 6' tV ... Jt\IVD F RaN' Wi/.lI....L- '8(< A'-,,'-" G' FR d(VT \.VA LL. W I/V \) VV1 f1 ':if C R. F I't () M r<. 'T': r.:. b (.2 vV\ . L (Ii'lllll) It. ~ I (l { T (11'X/") a,'(Cj-=:: 46U() :tf- f0dO-t/ ~ 800 p~ - .)' I I c... P X- PL(..v1) 2- ~l\')t;...s. c9~ N I\I~ ~ 3/1 Q C 7l..- (8)( 800) -::: ~ ~ Or) 1f- U>E " Yi -r N ,t. '- t1 PC ~ r'( rJ I i;; -to f: 0 U.,J On-n,)..J f HD/ol4 G ()1. 'T L. L.J TO +~6 FR-.OtVl w r.\ (... (... 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L l ~ I ) 40 -#- V- 1245 PEARL ST · EUGENE, OREGON 97401 TEL: (541) 484-9080 CALCULATIONS CLIENT LAN 0 " ~.,.. ..) CALCULATED BY --13. I{ M I+n t'J'v~ ..s. SHEET NO OF DATE d-/ I ~L STRUCTURAL BUILDING DESIGN. FIRE PROTECTION CODE CONSULTANT. PLAN CHECKING CONSTRUCTION INSPECTION CHECKED BY DATE won 1Q/~1 / .J S Hl:AA.. WALL WO(~S 1> 'h I r c.. t? >< P l... "" I) 2. oS I I) ~ S J ~ J. C Cl M 1',;"\ '11./ N Il\ I L.- S \J "(J c..... t ~ ~ e: s / I '"L' 0 c... FIE L- D I "f- K 6 f I{ rJ ~ IN G I'1r r;; N f) , 'j F ~ '-I L (.. 5 , 14 I) I cJ 1-\ a. 0 '- -r t.. () ...,... {J <If X 6 W I {/..f "7{;, Ir ('A IAcJ^ ~ ~ . I ft''t 'r' T (~ (2.. t::.J4 () /:i;. fl r"--,./ L U r- cJ vi ;v 0 q -rt (J /'OJ . <... 1.../ (.\1. I., ) f tZ. 0 IV T (; f Y"'v'}tll\"" t ~ ~ eon.. u<J ""^' y "'X" c..D'!< ()<<-..L;JD L s(I,I~> J IU J ( cj rVl !V\ 0;;..) Nl4-tL- ~ .3 If 0 C- 1. 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P.I (JL.A-re- ~ Cl R t)/'JI?/)'?\J "\ ~fr Q S 01 L. r- y~' rp A ~ 2...~ 11(1 c... f.;;A4Dt: (.1Ie-LEAR JL. -- O-R -f (. ;'\5 1-1 , V (> ><1 ^ U~'"- t) ~ _,/ c'R.l\I<>~-(J(<.- ((Jive. SLl"\ G ____~ : _ ..-'" R .._;;-':...._ ---.- ~I/(~ t.'VG 'A/~ C ~ ~n II'::; f6 y-\ c 11- PI LL AFT~r.t If- 011 y~ Ilr sf- t'br=:F'6t<t:: ~LoUY.Z. 1i)(~PlqA14</'l1 A,'T M l.t1E.D CALCULATIONS STRUCTURAL BUILDING DESIGN 0 FIRE PROTECTION CODE CONSULTANT. PLAN CHECKING CONSTRUCTION INSPECTION La I"-.J C. f2 I,; I~ t ,(. = '3 0 4 l.J 'f t ,. No 5.,. Co. INS{J (;J.. b 0 ~'l' t.. E \.. CLIENT L- A M V1:=S~ r;- CALCULATED BY ~ 9---tcl'\ Z+O M /G;"(. SHEET NO OF ~/ . / c; ~ I DATE CHECKED BY DATE wn# -li/~1 /" ~ , G I i , I o 2.'1 c:..-l ,"-\'\1( W A-n:. (.> r ({.04 \:- /VI G I'V\ ~~"''''''''~_____'> orJ "'-11\(. L '---- -- I' ~ -- -;:::::::--- .J.l /~/~1+ 4 (:SA~ .c =--11/ /. ~I OW 1'2./ () c... ~W 1\ D U IN l.:i: L .---- -"~"" s-t it- s- 1;0 ~ 11. II (j c.. '--- AlT ~r.IJ"\!:l \.. t $' r 3" C l tr-\fZ ";..L'I '4 4- 1'3 M~ 1'4-" 0'-' . \ ~-j ~ tr ~ftQ CO/V7~. \t.- o f-f11X5?r/ ( ... :,9J' 'oJ ".- - s ,. f lM P, PE" S E. T .--/ tff (jQ_ " lll.=-lll 1/'.1 ~ OUIVO A (leY! Plu1nJ 10 Ap/12~v"0 ol}, L"'7 L /I, 1 1-+" ~ [{ETA-IrVING' wr-lu..- \v75 ;: \;) X l ~ f \b - "- <> {I /" ):(ASH}IIJ G ~..,- .::::: j Wuoo r-c...c..ae.. ~'V!!1ilI k ,":-(( '" 1"10\1"-# Ii ~~ 0)'- jdl!lt ~i ./ 7'- . .~ ' I , FLOIJ n. r (J.f1t \IYt wG ~ t.. ~ \> \. ^^' jJ /\ r-t"Z/\ .i .. ,/ :;;. ('J 11 -;,.'-- 3 'I ------..<:::. . "- r ~ "- ~'~- I I "---'-~ -<. ~ -;:/11 ~I\ ~ III II I ~ I~ I IV " / L 0 /1 4" -22., " 1245 PEARL ST. 0 EUGENE, OREGON 97401 CALCULATIONS STRUCTURAL BUILDING DESIGN. FIRE PROTECTION CODE CONSULTANT. PLAN CHECKING r.ONSTRlJCTlON INSPE'CTI0N ~~[a ~ c: lJ ~sij-"t!fFh~~: h ~ f ~ ,. I : No1 ~ 1 i-~ 'I:,i>~t-+, ! - (;J.. & 0 5", EEL ' 1\ j) () W 1:; L- s-t it- s- f3vt ~ --- " 1'1. oc.. ---- '-. I f11( 3 I, C l E: r'\ c<Z '3 L 't #- 4- "3 ,fA /'l.'t U(,... ~ (rj ;t 't- Y3 f}n.. CON 7 --J ~ . tQa.,Cl ~., ~ ;v( 0.9) u ,,-- J I, ftA-f PIP~ s ~T ~ J 11/= ) 11 1/0 \4- OUIVO A lIC.K D~411v - (0 APt'a.wriJJ OV7 Lt.:T I I 1+" e). ~ fTA-'^'I,vG' W I'\Ll.. ,vT5 , , ~ - 1 T~~,.i -I I j l. IA--AI 0 l/~-r ~ CALCULATED BY /7 (t. M. CLIENT SHEET NO CHECKED BY wo# _LOlLI.. P.T (JLr4.-r~ cf f y~' ~ A I~ 2..4/1(1 c.. >.<1 ^ . . o . I -' I I . '2. 'I c::.. l 'U\ ~ r L"" t. t:. c ~ N c... 0 IV ~ 6. tL F I' L.- a R VNY)IS~\J,,\ GirO SOl &.. €I 114 D l: (. I r C-l E. tA~ - 0'" -Pt ~s I~ /v6 U~t: l;) ,r---, l' ',-- '- G R 1'\ G ~._ __ '--;;;> - (} R - -- -'~ -/=:: III; CaNe (.LI.\ & W~ i f5 f\ c 11' PI lL AFt!:" /1- Orq Y j II~I i- fb1.::~uR r.:: j:"Lo t)'tQ. ID 1t1 P/;J~>>C"r>1 ! /t't M-( "Ie D i W ~IC:~ Pn..04~ (vi ~W\ t>~",~...~ --.~.t'>\ orJ \,.,d\~L" -- & ~ ~-;::; ----- it 4 Y5A,p, ~N' OC 11./< () C. t;.w 'I I · -7 I \~. ~ I 1. a o I F(A$/-IIN (j l'i-r WCJO () r{"'vQe... I fr<"'r'o'I/>J1; . rL.ou (l.. r PAr M lNG _ f t. ~ \) \. fiN XL rJt .1' 11 _1,'- ., , :?> '\ - / -;:111 ;::'11\ " -::::- I II II I 7. 1"\ I (IJ ~_ 8 /( ( 41. /I .0 " ~4 f. -1 1245 PEARL ST 0 EUGENE. OREGON 97401 TEL' (541) 484-9080 fHi-/W1. e ~ OF DATE ~ DATE , r ..." - - Q X I "Sl \\) f. ::: .0 -.. -- '" A ($LAe o~ Pti<lw4l<) / - r4 . ... "- -<... t/ l EXP'RE~: 6-30~ /~ 'C-J " CtjJ li4-~~ ~ ? CALCULATED BY l< C2... M CLIENT CALCULATIONS SHEET NO STRUCTURAL BUILDING DESIGN. FIRE PROTECTION CODE CONSULTANT. PLAN CHECKING CONSTRUCTION INSPECTION GOJ.J~~~T~ r"c."t. :JOGOf~\' 1\10 ~~EC. IN~f 6c.l ~O f;-te:.G:'L f l4c.E l t.Itv '-. ON tr..N~Vt. f/....'- - 0 ~ - v.v ~ \ S i v (l ~f.. 1) SOl l.... Co 1\ <lA\ <; lr .. EN 6 R. f-Il L fjrJ71-j s.,o E.J bIFftr?\i:NT;t\L e4c.I'l'F II.-L ':) I WI K))( (:,t\c.lr (:\LL t1rr, 140/l.S (2) \:l \. 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ON ~~61t f'L.L - 0 ~ .- U.^J.d1 \"7 c", r'lJ3t';;, ~ Sd I L- Ur)'C ?/(L rJ ff tt2 ~ j!iV .r I .'>{j C. 'V24~~ I) '- x ~ f I/(~/t( . -= lit ) t+:- 'f- 13 II R I ~ H 4 c... t. vv (;) ,--- ~ o I ~ ~ ' o -,J) . _~RAD,f ~ II (' " ,-' . :- -/ , "" .. ~ 13 ". r l11 c U( If -: I~' J 8 ,,!'" 1 ~ " 44 ". .C) r7-_A 1"1 -r-1 l f:.VE" fL \.AJ '\ l. L NT> ....; 1245 PEARL 8T · EUGENE, OREGON 97401 TEL (541) 484-9080 CALCULATIONS STRUCTURAL BUILDING DESIGN. FIRE PROTECTION CODE CONSULTANT. PLAN CHECKING CONSTRUCTION INSPECTION Y NC- -all f: .t ',- 7'30cJ o.p~ ( N-o ~ Pt:,. c:... I ~> P G.J.. ~o S-rLt. L p L,&rc ~ '-()W~, C);...I E'/J Go rZ. P,1-4.... ~Cl~ - V IV b ( ) -; v ~ ~~ b S '-1 l l- C4)t14'Bt'\^ C u t-J -r - .-->". · /-~ 26" '*"'t lS^<< . ~--- 2.... crl'r 0 c.. fft:;;: I t I ~!!I 1/ '3" If /] a r ~ () ({ "-r~ /}IJ -r S"' LAN~IIe;1'''"1'' " CALCULATED BY ~ l't.vt.-\ CLIENT SHEET NO CHECKED BY w () # ! fi'l t3/1/, . / 1245 PEARL ST · EUGENE, OREGON 97401 I ~ i b ( 11..." TEL' (541) 484-9080 14-0 I~ ~ OF DATE DATE +/ l 0' i CALCULATIONS L.... 11 IV,() '-' ~ ~ ..,... 10 CALCULATED BY ~ R.""" /O-f.:; , . CLIENT l.Jd IV! /:'i::f SHEET NO OF DATE .4-! DATE STRUCTURAL BUILDING DESIGN. FIRE PROTECTION CODE CONSULTANT. PLAN CHECKING CONSTRUCTION INSPECTION CHECKED BY ItJ./61 WO# t' ~,. <I JtJ ~ L. I (it L :t- p... _ pL A l E // '# 'I- e, 11 F. C<. Iv T E '><. -r EJvl) l><l ( 2-41'. (!V,a rlDJIttCelUT kJl\lLS" ~,~/ :' / / , l...--- (4) -# ~ 8 II R.. . 2-.11 c L.. t:Jl/.l... .4 LI- s.. I ~ C:., S " 30 , / .'~ /I '" I 'Z... '" ./ " .~ Y<:b.7A tNIA/-.::' w-11.L ~ ~ w~ LL o : _____ ...--- ------- -- Nor NeeDE1> A-A s; ~ ('-'-1 nAJ 10 P O~ WALL /VT'S 1245 PEARL ST · EUGENE, OREGON 97401 TEL: (541) 484-9080 I .,~ t . .', ! 'J I 10 : ~ I Y/b I 0 -!). o 8 o 6 II o 4 .c o 2 ~ 0 I 0 -s. o 8 o 6 II 04 .c o 2 6"- 0 I 0 CD o 8 ~ o 6 II o 4 .c 9 2 6"- 0 I 0 ~ o 8 o 6 II o 4 .c 1 o 2 ........ I 0 0 .~ I I. 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Mx My 02041060810 o 0 0 0 0 , 0001 + 0000 - 0000 - 0001 - 0001 , 00021+ 0000 - 00011- 0002 - 0002 '00031+ 0000 - 00021- 0003 - 0003 +- 0003 J- 00001- 00031- 00051- 0005 +- 00051+ 0014 l+- 00231+ 00281+ 0030 ~ 0 02 04 06 08 10 0 · 0082 . 0004 · 0002 ' 0000 - 000 I - 0002 - 0002 0 · 0251 +- 0011 . 0005 +- 0000 - 0003 - 0005 - 0005 +- 0002 · 0496 · 0021 I+- 0009 , 0001 - 00061- 0009 - 0011 . 0004 '0751 +- 00311' 00141' 0001 - 00081- 0014 - 0016 . 0006 · 0942 . 0038 I. 0016 I' 0000 - 0010 1- 0017/- 0019/' 0008 · 0460 0 I" 00011. 0003 +- 00051+ 00061' 0006 I 0 ~Y' 0460 '.0136 I+- 0543 . 0839 + 10041+- 1056 · 01471' 0022 · 0012 +- 0002 - 0006 - 00121- 0014; 0 0 0 0 0 · 0523 j.. 0046 +- 0022 + 0002 - 0012 - 0021 1- 0024 I'+- 0009 + 0005 +- 0002 - 0000 - 0002 '1015i. 0083' 0037' 0002 -0023 -00381-0042 ,+- 0017 +-0007 - 0000 -,0005 -0009 · 1514 f+- 0114 + 0049' 0001 - 0032 - 00511- 0057/'. 0023 '0008 - 0004 - 0013 - 0019 +- 14941+- 0102 , 0037 - 0004 - 0030 - 00431- 0047 '0020 +- 00041- 0011 -.0022 - 0029 + 03041 0 . 0004 +- 00101+ 0016 I' 0020 I+- 0021 0 I+- 0020 I+- 0052 +.0081 +- 0100 ~I+ 0304)' 03091+- 10521+- 1563 ' 1856 ' 1950 · 0189 " 0066 ,0040 + 0008 - 00201- 0039 - 0045 0 I 0 1 0 · 08851' 0117 + 0056 + 0006 - 0031 - 0054 - 0062 '0023 + 00/21+ 0004 "'5411+0176 "0075 '0001 -00491-0079 -00881+00351'00131-0006 · 2107 I' 0208 · 00791- 00071- 00611- 00901- 00991, 00421+ 00091- 0019 · /6911'0145 <-'00451-00121-00421-00571-00611+00291+00011-0022 · 0102 I 0 I' 00081" 0020 1+ 0030 1 + 0038 1 + 0040 l 0 1+ 00391 + 0099 ~I' 01021" 04741. /4881+ 21541+ 25261+ 26451 '03261' 015/ I.. 0088 .. 0015 - 0046 - 0084 1- 0097 j 0 I 0 I 0 0 0 0 . 1315 .+- 0216 f+ 0099 .. 0007 - 0059.1- 009~1- 01.12)+ 0043,1, 0020 +- 0002 - 0011 - 0019 - 0022 I.. 1972 :;::'02]j-j" 0108 - 0005 - 0079 - 0119J- 01321. 00551+ 00151- 0020 - 0047 - 0064 - 0070 1+ 2421 .. 02i'7.j. 0092 - 00191- 00821- 0115 1- 01251 + 00551.. 00041- 0042 - 0076 - 0097 - 0104 I" /6071' 0/60 1 + 004/ - 0017 1- 0044 1- 0055 1- 0058 r + 0032'1- 00021- 00261- 00391- 0044 - 0046 1- 0045 0 I, 00141. 00331'00501+ 006/1+00651 0 I, 00681+ 01671+ 0252/+ 03071' 0325 I~I- 00451. 07441. 19421, 26991+ 31081.. 32361 I. 10611+ 04061- 0196 +- 00131- 01151- 01901- 0214lL 0 I 0 I 0 0 0 0 · 2077lr0433~'>+ 0177 - 0003 -'01191- 0'1841- 02051, 00871+ 0031' - 0012 - 0042 - 0061 - 0067 · 24081+-----0426 +- 0145 - 00261- 01241- 0174 1- 0189'-" 00851+ 00101- 0055 - 0102 - 0130 - 0139 , 25421+- 0349 , 0091 - 00391- 0102 1- 01301- 0138 I, 00701- 00111- 0075 - ('115 - 0137 - 0143 . 1337f+- 0163 + 0031 - 00171- 00311- 00331- 00331, 00331+ 00011- 00001+ 0014 + 00291+ 0035 1- 01961 0 · 0028 + 00641+ 00931+ 01111+01171 0 1+ 01391+ 0320/+ 04651+ 0551,1+ 0584 I~yl- 0196 1+ 12561+ 26...66)+ 3.49.61+ 392.31+ 40551 1+ 1985 I+- 0644 , 0253 - 0013 - 01721- 0252 - 0216"1 0 0 I 0 I 0 I 0 I 0 I' 2564f+ 0601, 0210 - 0028 - 016'1 :'--0226 - 02451+ 0120 +- 0034 - 0026 - 00651- 00881- 0095 I. 24851+ 05151. 01491- 0047 - 0145 - 0189 - 0201'1, 0103 + 00031- 00751- 01251- 01511- 0159 I' 241/ 1+ 03721+ 00781- 0049 - 010"0' - 01/8'1- 0122] +- 0074 - 002r1- 00761- 0099 - 01061- 0107 ,. 11081+ 0/541+ 00251- 0006'1- 0006 - 00'001+ 00031. 0031 +- 00181+ 00601+ 0116 + 01601+ 01.75 1- 02411 0 1+ 00441, 00961+ 0137 + 01611+ 016!11 0 _ 02201+ 04821+ 0683 + 08041+ 0845 ~I- 02411+ 1691/ + 3199/1+ ,4038 + 4457 . 45841 1+ 3127'1+ 0857 ' 0207 - 0087 - 0199 - 0232 - 023iil 0 0 0 0 I 0 0 1+ 29291+ 0730 · 0158 -0086]=-0172-1'::'0194 -'oI9--a'l + 0146 + 0023 - 0042 - 0072 - 0082 - 0085 1+ 2352 + 0560 :; 009'4 -'0083T'::c)i341-'ol'42"1- 0"41/ + 0112 - 0013 - 0077 - 0096 - 0096 - 0094 1+ 2148/- 0359 ' 0038 - 0053"1-'ooiXj- 00571- 00'53']+ 00721- 00211- 0023 + 0012 + 0046+ 0059 I- 08971+ 01321, 0021 + 0025!+'oo5'ol+'ool;Cj"I+ 0076-1+ 00261+ ooi71+ 0220 + 0356 + 0444 + 0474 1- 02041 0 !+ 0079/+ 0158]+-02121+024'31+ 02521 0 1+ 0396/+ 0791 + 1062 + /214 + 1262_ 1~r1- 0204 /. 2452 1 + 39641, 4668 1 + 4966/" 5047 o - 0002 - 0010 - 0021 - 0031 + 0107 o 0 - ,0002 - 0005 - 0020 - 0029 - 0042 - 0056 -.0039 -,0048 +01521+0188 o - 0007 - 0032 - 0061 - 0051 + 0200 ,..... I (I 7 P - '" "lb:: 'I Vv\. ~ r.:d) "I \ , ''1 )( I )) -, /"' " 'I \ 1.4' ,~', q:'-' h, M /, _I,/p ,. r;, r __- -..'rl 1_.,. of Moment (Goefflelent)(pbt) -( y~ I Reoetlon (Goettllelent )(pb) (' R.'{f / /J A-/ ;/ <..{ M, W , X y '--~ , , , " : , ~: };""",/}",,,4//,'''' i_ X ':-,1 i ;...,. p-,.., ~t \ ~~ 11'1.0 - '3<;,(d) -; FIGURE 4 -Plate fixed along three edges, moment and reaetton eoeffietents, Load IV, umformly varymg load. POSITIVE SIGN CONVENTION ,~~ :,r.< "''!;i P" : ,;,r,,\ ("-,\.....,. ~-.. '~ ll_~ ) \' I -J--- .... 'j.."_ ~rl"""" ~ L t4 N f.) v l:i.. ,.-or 14d ~ ~S 4- / / t? 9 I 6; ~ ( 11- , CANTILEVEP PETAINING WALL BASE DESIGN ----------------~----------------------------: DENSIfY OF' STEM 150 F'(F s'r EM HE HiH T b.OOO FT STEM THIC~ NE!3S 8 I NC HE~:; UTM == 18fJ 1 U:l- FT B{~SE HE I I~H 1 \ 10 INtHES 8ASE \.oj I DTH 44 [NCHES PM - 48,-1-0 LB-~T ASSUMED 'r 01::: LH'Ii':lfH 18 INCHES DEAD LOAD ON WH_L 15i) F'U- [..J - :~ lOB LR~3 !3Ufr'I.I-IAF'I~E ON ::10 j L I 0 PSF SOIL \.oJE I t~HT lOO PC~ 1 If., - 7 1:"lJ_\ I NC Hr:s . ,_1.....1 H(1fr'] ZON f(-\L F' fr' E S ~") U fr' E ....Il:::" PSI-" ...")...J ALLO[..JA8LE E,[} [L pr';:'Lsc)UPI:::: 1 ~i()i) r.' ~..J 1-- 1 ' -" 4-:!-. ')0 I I\K HLS bl ] L\ 1 Nfl F P Ie -I I ur,! C [-,[.J'F . (, . f-. -- - ---; ------ - - - --- -- - ---- - -- -- -- - - - - - - - - ------- -- : e ..:: ;"'. ,_q ] r.!C !-IES lHt-H~ l'I1IJOU.- T~lJfr,['lo>* SOIL PPESSUPC Al rOE - O'.)[=Y I LlF't-~] r''':l b. F- . !JL 1 D l rKl S. 1-' . i"1CiI'1E.-t,~ r A-r B{:')~"';l: [If b II:-.-t" _. SHE: (~F.' AT B?i':')I:: CW ~,rEM ::-:: '3i'1 .-~ . t:.O r:'SF U.I . O. r . LJ. I . 1 a ~I~j J .~E..i) (, :~ r) LH-I" f 1.-.8f-J /' 1,1 CONCPETE BEAM--FLEXUPAL CHEC. ONLY **~**~*****~********************** I-Ilt NO Ve::,>-r 1-10 IN-. ~ Ar'I /. ~ I()I'( ) '3/" 'J ~ INF-'ur DATA ~******~************************************** * CONCPETE Fe' - ~.5v ~SI * * STEEL Fy - 60.00 ~51 ~ '* UNFAC -rOf.'E_D MlJfVIE-:NT. Md = (). tH) ~ --1 n * * UNF AC TOPED /10/VIEI.n. MJ = ::',3. BO ~ -1 n *" * FACTOPED MOMENT, Mu = 91.46 ~-ln ~ * BEAM WIDfH, bw = l~~l)O Ln * ~ EFFE(TIVE BEAM DEP rH, d -- 8.00 Ifl .k *~******~~~*******~~*****************+******~* LISE LOAD CASE-: I'm. 1 *------ ------- - - ----- - ---- - - - - -.---- -. - - -- - --- - --, - - - 11< * 1.4 r1d -, 1.7 r1l 1 ?if-'I-'L 0: [1 -l' 1.~ /Vld 1 i 7 t'll of 1.7 l'lh - i) . ~. * f). 7~ f 1 . ~+ Md + 1.7 r'll + 1. 7 M',,' \ ,., f) ...:1 "Ii- ()If 7~" 1. .t !'lel + i "7 r1 ] + i If tJ-7 r IE: ) .t (\ . I -ji (>. '::~ McJ ; 1.3 MI.,! L.- V ...J * (>. ':7 lid 1 i t'-' Icle b fl ...... ...J -ji------------------------------------------__I C (lDL 1'1 HI ~,H'':-Ll C ODL I"IA) '-,lTI::'L ( F '_ ' = 4()()') L"'= 1 (i u ::::..__' J fi ;: -. 1 . .~f33 ~. (). 'l~:,', B,,:\J 2",. E: ) I.:: AU~ UUiTLU A<: -. r) . :: 1 ':7 In -, ~ F'1::-.0LJ I F-'Efl A==: o. :~'~.:.. ] n - - ~ ( IN LIEU UF '"- CW E 1"1 I N I1'1Ur-1 ) Fr"O',j 1 Df_ 0 fil EEL. A==: r:l . .:.;.,' J rl - -- .- Fr'n (, . l ':' 1n - -- c~ ~- n. 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