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11626 SW PACIFIC HIGHWAY-7 4. �' f ._,7 ! GJ!GIJ iCl'flb Xalu-XIS ��. a;% , ' , _______„,, ,.!„ti $ 15,,, gi,, , 1 : 1 i � . ti 1 ir ". iH g, ..,, „0,, .1,11.,,,.:1 , '1,r li. t 1,. , YES is 4',. , 01— nIf fl "'.` 1 Til h,,,c::::a I0dti) /-'I 1 n I",, ,tt , '� tt 4 s, '434 1, Nara ki„6 f I z . ,7 '�;eu r _.Vi,-µ Vii. " �' ��nl I�e; $Yq '9 w” ��_ ,. , Is d E. tit E 4 y '�` ire ' pE ®fi j �t III `y ,` 71,H !x "�I 't Ad ��a 'G4 i" .� .. 1 � t'tt yf . „ �y Cu'$ 14 .. 41^^ 99 r ) Y n µ yr tit” � ISI{� � '."'',J., [4-46.44-4-41-1:["f_ 0 ,w i, a-7 ,, lo, €I , :. - I. ° b+ �i I' fig, . 4.44 r , � � ' Eln9§W COS t1 560(6 d0'0`J3M5033, IMnn CJ�1Nar I'D a''H 1..i. 3AV H199 MS SSS[I 2 p of I�101 diccsd X-3-1d-XIS 0,0,01 aw00 m6 ow DMIV-3u_---_ r +- A �A 1 ri'd-id 2:1 oo-l00 anozi� "DVA F, i 1 x is ii19)k r 1 gww� w g ..! t 1 � 42 � I a— , �it-f I __ a��gr I 8 � s , y IV 1,1 ,0<x� Z S 04. f Jr 1 LT, Q ({ 1 . W 1 :. H W b 1 $ v i ,.— - _ r _ 7,, i g , 7 t.- -F...., Civrk iRi 2 ;: W _ 511 A 171 ,TI Ed` + tlg act „1,, 4 i 6 u.1, ff.."' a4 3d H cc,, Z 0 ,txo J 1 j r 'fit� _ �� LRd 8. If z Z <' 11 11' IP If . . . ... : a x a: . :. . . . . . > 2 _ Ta* SW mawCRGm2 2 ° . . . . . � � . . . ., . . :. : , z . °.: \�� \ /? \ ] ? ^ } \\ „ \\ w } ° § } \\\ k ) \\\ A ) \\\ \\\ ] } S: ?� :�\ ( \§ ; \ �\\ , ,„ \ { . \y . . . # «\ ! r > ~ . . r . 0, .... NXIMON1110.0011*1411001000.04i..01.10.40.111. , , 11,1. , C31Y01:TliVARre j July 21, 1987 OREGON 25 toots of Service "4 19614986 Mr. Bob Thompson Thompson Vaivoda A Associates 1010 SW lith Portland, OR 97205 RE: Tigard Cinemas * 11626 SW Pacific Highway Dear Mr. Thompson: A plan review has been conducted for the "Foundation Only" permit et the above referenced project. The following shall apply: ° LI 1. All reinforcing steel shall be tied in place, 1 2, :[01;mitmem of foundation yereit is not a *corset** of *Opuntia of the entire eet4 If you have any questions, please call 639-41/14 , 1 ' Sincerely, , ' ,00400.010"1 - 0 410P , Suit Roast linildies Official 1 , 4 ' , *mm1 13126 SW14011 Wit,PO,Box 23397,"Nord,Otegon 91223 .14+ .s, .404 , . i 1 , . t 4 MEMORANDUm . 1 4 CITY OF TIGARD, OREGON f 1 DATE: July 21, 1987 'f! , TO: Brad Roast, Building Official FR,04: Randy Clam, Development Services Manager:, . , .. , RE: Tigard, Cinema Site Grading Permit (SDR 87-12) . , On July 17, 1987, Roger McGarrigle, civilengineer for the Tigard Cinema project, sutnitted the necessary information required to evaluate compliance with condition 1(a) of their approval. It appears that the information submdtted demonstrates that a signif- icant impact on the project site will not be created with the future standard improvement of S.W. 72nd Avenue. Therefore cam- .,' pliance with condition 1(a) has been met and a site grading permit can be issued, As we discussed earlier, on-site paving cannot occur until the public storm drainage system is completed, cc: William Monahan Keith laiden John Hagman ,,/ rr r4 . . , . , 1,. 1 / Ir' ID July 20, 1967 arrOF TIVARD OREGON 28YearsofSetvice Mr. Bob Thompson 19614086 Thompson Vaivoda & Associates 1010 SW 11th Portland, OR 97205 RE: Tigard Cinema - 11626 SW Pacific Highway Dear Mr. Thompson: A plan review has been conducted for the sitevork permit at the above referenced project. the following shall apply. 1) Dust control shall be provided where neeeosary. 2) Streets shall he kept clear of dirt, mud, and debris. 3) Parking let pix *000 sections shall comply with City street standards as folio*** d" - 1 1/2" crushed rock 2" - 3/4" - crushed rock 3" - class for C asphalt or, calculations shall be provided based on the California Bearing Ratio. 4) The existing sanitary sewer line which served the snack bar/projection facility for the "Family Drive-tn Theater" shall be located and capped off (ca4, , of lino is to be inspected by this department,) 1RI0 50ALL SE. 0/01Wfo 5) Wo work shall take place from 9 Pal, to 7 A.M. 6) No site paving *hall be permitted until public storm drainage improvements have been completed. If you have any lineations, please call 639-41/1. Sincerely, Bud Roast Bitiotins Official Itternaillb 13125 SW Hall Blvd,PO Box 23397,ttoord,Otegon 97223 t$03)6394171 It', r Ake aN W 240 '75 ,2 d U4125 3,HALL „" ;' -' ,,,r i 1 _ A 100404x, 2.23 « , « � � m)�„ )„ p � � '#�„�, mow” s m Name �. , A.01301.bf4 L 111631011%01.33b M t4t?Dt n/Add SW nib ,,,,.„„,„„0 /i.. lotto", p, { r ithbr 0 ttot i« ', I 1 } , ii. ,1 ,,AN Pik-r0.10ittormit p,„,,,, 1. 4$1 " NI,0 41001 i' t '44. '1 :*t ;tate 13'4',Tm4 , , � , e Ai 10.43 'tans Ch000000 ' } s w 4 - rt rtwttP _ `. ` i 44 Sewer trt .+ tt I 1.44$ 4tr -t. •+Iw,C1104** ...,. "" t; '644410!8.140,t, *w0,Char. 4 a 4 t it4� «Oh**, _ .,„„,„.„,,r 1...,."-4156-'—'* °totttt s tat' . : 1. i . . i, -t t: 1144 4101. ti ,Frtt I 0° ;# — - tiffs 7r ai "i tr ilii . .___ I n` — c r; P rrr i d�ti iniad rr t _ wv-w.ww xw.x "" 6;' . i �� M r.4,r--- = ftrirTk liirti1:— µe ,,,, , ars 4 'µ gg . . . , , . PERMIT # PLAN CHECK # BUILDING RECEIPT — NAME: ... . -, , .0,,,,, " 41,.., .''''' ' . ., 444 '" 4,,,,,„,..,,...c.: , DATE: 0.4 77, p „, ,--) ADDRESS & LOT # & SUBDIVICION NAME: ACCT. # DESCRIPTION AMOUNT :0 $ 10-432 BW ,,iing Permit Fees 10-431-600 Plumbing Permit Fees $ 10-431-601 Mechanical. Permit Fees t . --------. . 10-230-301 State Building Tax 10-433 Plans Cheek Pee $ f"2,.. 3 V' LT 30-443 Sewer Connection (20%) $ 30-202 Sewer Connection (80%) $ , 30-444 Sewer Inspection $ ----- 1 51-448 Street System Dev. Charge (SDC) $ 52-449-610 Parks I System Dev. Charge (PDC) t 52-449-620 Parks II System Dev. Charge (PDC) $ 0, 31-450 Storm Drainage System Dev. Chrg (SSDC) I 10-230-505 TRPD (95%) $ - 10-435 TRPD (5%) $ 7 3 c“..; 10-230-506 Washington County Fire #1 (95%) 1 .. ,. 10-435 Washington County Fire #1. (5%) $ .y. ' 1 10-220 Amart/Wedgewood $ J i .........* 0 7.0TAL ; $ I ,,,,,,Y # ,...--„...--. ,.., ,' i .. (Separate Cheek ffr heron Heights it50.00). .. (hr/1214P) 4 i 1.4 3f, 1f L LLLI (.. aoryortnele No. 23911 131280144 1,04J.BINott LLLk ,„ , TIOAF0:0,OR,07223 at t4ahla *'*----ikatttette Lot IllooltitoAso So ivisiottAddossitt Pereti it " uttib Utiatt Oh 4 :407 retetit * 0; et other 0, •",v ,,,f0„,,' Ott f, ttior0 Attloont ' 1043Stacittat mit r 104 1 0 0 Plotobisayirmtt Foes 104310 c „tic trmU toot) 10,3 0-001 4,tateetstit tot 1 10.433 Isms 011solt 443 Sewer Conssottos 30444 Sower POS PeCtiark —61744 Street$Aet, 000v,Oh 0e 1rt43.61 0 Parkil S i Dee Chatte! 49E 'arks ; st, Dtsv. Chttsett0,,,,, - 7'7,416- :term raina,0 S st, Dee,Ohar.le ” ItTalhess ax Iu thrtti150101;li -Settom "-66726'-- Vietrit a ma ma - ' —rifftg4f "Sra-irictimittrroi'eli '"16:441,T*"" biliZTOT"Tt tir/5176117 mnr. ( OtOt ' 4 PFAMIT # , PLAN CHECK if BUILDING RECEIPT NOM,* , ADDRESS & LOT # & SUBDIVISION NAME: (,,, 0.),:t ACCT. 41 DESCRIPTION AMOUNT 10-432 Building Permit Fees $ 10-431-600 Plumbing Permit Fees i ------- 10-431-601 Mechanical Permit Fees $ _______ 10-230-501 State Building Tax $ 10-433 Plans Check Fee 4 30443 Sewer Connection (20%) $ s 30-202 Sewer Connection (BO%) $ 30-444 Sewer Inspection $ - 51-448 Street System Dev. Charge (SDC) to 52-449-610 Parks 1 System Dev. Charge (PDC) 52-449-620 Parks II System Dev. Charge (PDC) 31-450 Storm Drainage System ,)ev. Chrg (SSDC) i 10-230-505 TRAM (95%) $ 10-415 AID (5%) i 10-230-506 Washington County Fire 11 (95%) 4 _____ 10-435 Washington County Fire #1 (5%) $ t0220 atart/Wedgewoo4 $ , TOTA1. 4 (Separate Check for Leron Reights 1150.00). .----,_ (br/1214P) .„, 44kwtio. . ! . 'mr11, ?II' 2, NI o,(c)z,, TH ,17,4114,„0"r7 tr ri„,, ?) `p 0 II% z4A rt. -- / kli 42 (,, 4., ',..",'A., //, 7'-, ,,,,, /c, tr': $,,,, l't7r, c 1""",,'"Z 0#0f 410 , f,4 ,fr,x I 4)( r,7 , z,e/# r r4, ,,,.,2.:^f,,,,4.,/,,,,0 7- ,4e/,c-, If ,, ,;(!r, r,,,%„,,,,,,/t, ,,,,ik,„„.,,,,,,„,q,,, 5 ,, /r If I 1-,/,", -r' ,...,,,i, k..0 4.,,,/ 1 74')'" — 1,, , 01011 I , , 001'01f / ,:leolil m b P ,n rz ' VANoar�EN/N�ILJE NN IA/ Job McCI RPK3LE /ICNIJAUF Client ) y4, Consulting Engineers No. Date Sheet No. A"P°w,i Hw;a a H,,minis^v i qd'1''.„' M irrPOM 'NfYRP ROMMAa%d4m'6'POO,PSV74,VfuP✓,Y ta6P,V+x WIT,,,'.� 9f+'.effiP'Pr„t'Pw g Y!!Pw'" '"«Y`1 ,I q"n° .,,P.''' ,",e,"41,7 r, c„'o d,"v T.mormovg mn n ,.w,y,an rew�. P l 6 I' i, M r I� , V u , , , ry � o MV" G ( �.,.mr�-........ w.«.. .w.+w..«... ...a .,..., .. I b '. i' 4, 1 1 ., 4 �'+.7.-22."i 40 . A i ' fiA .." ,f i ` _ o, I , . ,, ,, 9 ,..„ L„,„„, .... . t m. ,� . '. 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Hr'bofll°;/a :,c,.�a -,,,,,,,, '�✓r ,: C'Ml,r".,ike�, r,:e:.. 3933 W Kelly Ave, / Portlint Oregon 97201-432 (5 3) 222-4453 Vihtd pownEuErgi LOOIJENGA/ Job 41e.,11?f,"1412--CAMSMA...-- IVIOGAIRRIGLE i KINAUF Client . consulting Engineers Job No. _By if Date 'it i'0.41 —Seet rn , t 1 tt 1I vt , 42:0. 05.0 tocr , :V . ,„01,0410 ., 1.1 arrili,o. 1 , , l rtf , lo a I I ' i , 4 A , 1 4 N „ 1 , it p , o 1 0 4 ' o 1 , , o , , 0 . P P ' , 0 i , , q -- ,,,,s emmoiromin,404,VM9V4IIMOWso.,Anang4,MAWN04,,,mluvolf,,n,,MOKAMMON1919M.AVI,1,07,,or Wow*,Iffiromoyft.view,AgIngerfi,,,meodr,omfVo4.00,4P.Frangravem,,Tregwor,e.rf,PW,T,1,,,,,MYVVANIA^,,,,,,,, 3933 SW Kelly Ave. / Portland, Oregon 97201-4393 (803) 222-4463 17--"'77,414191 '""ft VAN DOMELEN/LOOIJENGIA/ Job I '4:, McGIAIREVOLE /KINIUJIIF client_ ''' 444L 1444.44 4—'444 4,,qH,4 4- 44'4 Consulting Engineers Job No. Hy.... 4%...L4L.. Date. 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' 4 ( 4 w y y 4 w i pw w y maom/,up,,,,,,,,,,, ,amnes,,,,,,wp ogni 0 91^*a Vag.06004.011Y PAM Av4vm ommageNta400 WAS"401(64 womognair,OsoS 491PrAfr WOOL VVIN 3933 SW Kelly Ave. / Portland, Oregon 97201-4393 (803) 222-4483 do- r? r).n riIn rf I-1 Li u u u VAN DONNELEINI/L.C3COJENGIA/ Job Mat:ARMOUR /KIMAUF Client------------------------ Job No. BY...4*,:e. d.t.sit,---" Consulting Engineers Date 1:::- Sheet ,, , 1 01'(10)ciep***) 16 • ), iv 1 0, ; 4 ) * t, , 412,1,41,1:4)(1-o 14 ts a, ik, 1 1 X ,, „1-1„,A t,, 41 - 4 %%. retit. . . , I 1 ,..; - arrAdriedd iis , ,,,,, :15,00 IA , 4 lei ) :r° *4 '.. 430..06-1)(1-2, 04 „ t0 /24/ . Id I it">e too> I iti 'ft 0 o4 t A:614 ' Z. V41 ) th4164 W116,413* I ri vrnw , 4 41 g ii f ri ' 1 ti It 4 jf 393, 90i-4393 1 SW Kelly Ave. / Portlend. Oregon 01 (603) 222-4453 .i .*� " MEN/ IJENGA/ Job lid " :f...*► :.w ► :% t/ . MC GARRIGIUS /KNAUF Client Consulting Engineer Job Na, �� , ,�, w,. .:;w. 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MCGAIRRICILE/1041AUF client Cnsutrig Engineers Job No, f .01 Date /e/ j.....,,,._Sheet No. K._Lor •P '' , „ , , f.04(Sf)(05 , J 41 '4 1 040 ' " 2( 6440 12, if re-F , i , , , i „* •NON"i MI- ' 4, (, , . Si ) gx 4Italt ,,. 14 4 VtStr‘ — („Or, iii lei — 4 GO,/A)* , I , 15,i! 4.11 1 I 4.44 f, , . #t , , roe' 4'' I, 1 i , r ' 3933 8* Kelly Ave. / Portland, Oregon 91301--4393 (808) 222-4453 i VAN pomiELIEN/LizioljerijaA/ Job 111 .,:i'l; , , , ,, MCGAIVIIICLE/KhbeitLNI: client ,,, ,5 Consulting Engineers Job Na, Date " °;:04 Shoot No.F., I , °V44 If j * i 5 1 , , 1 1 lielfht„.zip iptsif 140 J 0 4 I f/ ei Nt4 F1iv) ' iliii40 14;!0. (1,090)(eio 0 e , ro . 0°)'41tr1)Cl >).6, 101:- . 1 r i MI' t I 1 tt t t 4, 124 Cei7)(140)(1/2.) te A440,* 1s, tliot) I ) ' Asf,,t.' 1 0‘‘44004 0 J*'vig. eto lira d',':: 16.1 awz t 40 , , 0 trilo ity to , ,, i ' 1004'. ozio of. 1.. 0044. f I A r fil•° ..'0 V tA ' I'fri 4141441 I ' tiftt. 0.4(114)040 .1-.. 4%04 , Pt tii4o (re)Oil) tt ;fr, ..,W , J ttz 60)4014)/140,0% 149,13 osito - -roi" ezvto pits, *4* r 0 killitidireqe4)-46°) gV" i . A. 4 MI toll , 15, .,-*1*1 ..0 . G tic) 0%4'. i2Sle, co vi 04, ,, + r oi 1(„. wul *fl A '1 ,11 f 1 I 6 I 393 SW Oily Acta, / Portland, Oregon 0/001-4303 (503) 222-4453 f 1 f 1 ,....., .... , WY DONEUfflid i LOOLANGIA i Job 'lliC ,1 ,L ' ,i' ,' ' IVICOAPRICOLE/KNALIP client Consulting] Engineers Job No. Date4:,:orci Shoot No, .....„ -0 14/14/0/04.4, 4 , i 4 oi, 1 0 , 4 6 )0/ 7.04 410 v ktoiewii 0 —rt -afr, to to ''' * 00 40.11 14 44* Of) 01 tt* '11?'1,..)z <.• . 4, c tfit. 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Sheet No..0"" ., bhp,.,. � t� � �� .. . ,.. e.,,,,, ,,.. «„ .,, �, ,,�J,, rr< ,ue�,��du�;a�aia��gaw��,-wdu�fr�rwM�4r�lw�� it Fr 9 '�,,, 1� �1 , ,� IOC `100 `I 1 , emBViAt.L� o ofV2 c Ps ,d ryl r yr Pv u '*" Wr + i'G/ h1 y.ry 4. '1 ,so WY "g p�"'Ir _ ..,.., _ , _.._ _ J ...41".40 'f,,, x ► � � � . O �"I I car F* h; 6 14 r Ite„t: (e> \(.e 40,('A-4.26) tc.t 1 . :.,,ft," . 2. — ' Q-i ife) ,4 0 4... 1' (Ai , ' , P''' hp 4' 1 1g:� l HAle26,4.)(ri, -, /24; Kr 4).., ' 1 Ike. w J, r. ,te,-; ))4.4.)/(fh:Al2) - -7,60 , , , is.... 106...,. .:',;h,.. 7-7 , , , , 4 i . , , 11 re. .,... (,:2.) ,7,6,,,) ,,,f (1,)i,,,,04%). 60. 4)11141 , 4 iv.. i , , 1 , i . , , , ,,, a 4. . / -4, ,. o G '' 3933 51," ,�G di v.WGl,�utti�bi'r�.�Ll,v��o�:u�,i�� v „ri.�Ntiti�`�✓N,-, ��a r�7„a;,-�,-„ r �, r � ,aw��.J. ,.,��..,r ��w JM,rFwr�r'+S„w�,{��.'a&dwa,-„we M,�AI^rr.��fw!4��v(� afr7�/�d�#d9UgkRri�,9n E„� .� Xelly Ave. / Portland,lr►r1, Clue l t 97201-4303 (50 ) 2M-4463 ,/ 1,117 1 / 1/90 - 6.21 :A17 PPOGRAM 120.2. It UP coNcRrTr WALL. REV-506E.F0 *****************************************44**************************** VA01404144 ''',g,„'„1:Ki',i0/100,49014t *********************************************************44************ , T nr 11,1 Tir r-rmIrpri it ny THr S1 T MATT" ".11PF:19r1I1-4 Mr11-4(ln APPLICATION BY A REGISTERED PROFESSIONAL ENGINEER ONLY. *********************************************************************** (di L.4m—attel INpuT m=m=m SOLID WALL PANEL WITH UNIFORM LOAD HEIGHT HEIGHT PANEL MINIMUM MAXIMUM EFFECTIVE FLooR TO PARAPET THICKNESS REDAR REDAR DEPTH ROOF, FEETFEET INCHES SIZE SIZE INCHES 74001 tia44'-4 7.25 #5 # 6 ' 3.88 SERVICE LOAD DEFLECTIOA ROOF DEAD ROOF LIVE ROOF LOAD DEFLECTION LIMIT(0=1/100) LOAD. $1/Fl LOAD0, $1/FT ECCEN. . IN. 100. liA$M1 5.38 wrmo LOAD SEISMIC FACTOR SEISMIC FACTOR CONCRETE ESP WALL PARAPET WEIGHT, ACE SION . 14 .38 150. STANDARD WEIGHT AXIAL DEAD AXIAL LIVE LOAD FROM LOAD Fpr ABOVE. LD/FT AIiUVE LD/FT nVet601 CONCRETE STEEL YIELD STEEL MODULUS STRENGTH, FSI STRESS. LSI OF LEAS. . RSI 60. P9000. ULTIMATE LOAD FACTORS .75( 1 .4D+1 .7L+1 .7x1 . 1E) SERVICE LOAD DEFLECTION LIMIT = L / 1C === OUTPUT FOR WALL === SOLUTION USING TRIANGULAR STRESS SLOCI WALL THICKNESS REINFORCEMENT 7.3 INCHES !,,,,(4:*,,W16)nr4M":0101i4L010pNA441 CODE MINIMUM AREA OF REINFORCEMENT . 10 SO IN/FT VERT. . 17 SO IN/FT HORIZ. TRIAL SECTION RATIOS sirEL AREA p=A9/bN HEIGHT/THICKNESS SO IN/FT .21 .0004 44.69 LOADING C RI P nloT OF WALL) WORKING ROOF DEAD ROOF LIVE WALL DEAD TO LATERAL 1,“ r T I I I HTn-or LI Lru Li Li Li L I i _ FACTORED Put Rory PuR WILL TO Pu=Pu1+PuE, SEI5MIC OR le/FT MID-HT. K/FT K/FT urND, K/FT .373 .340 3.713 .019 PHI - .9787 DESIGN MOMENT STRENGTH (WALL CARACITY) 90 IN np" P 'cl, INCHES Mn, IN.KIPS PHI Mn. IN.KIPS .29 .048 1 .03 50.7P 51 .60 CHECK STRAIN LIMIT Fr , K9I STRAIN kd, INCHES 3605. .00111 1 .353 kd GREATER THAN k 'dp THEREFORE O.V. DEFLECTION AT DESIGN MOMENT STRENGTH INTERNAL ANGLE THETA DEFLECTION .0007269 RAD I AIN1S 7.95 INCHES APPLIED FACTORED MOMENT AT MID-HEIGHT OF WALL ( IN. KIPS) LATERAL Mu ROOF Mu P DELTA Mu TOTAL Mu 19.60 1 .00 24.06 44.66 Mu 19 LESS THAN PHI Mn. THEREFORE 0.1e . *********IF*************410#41*****41**********+*40-44441 **If.*****11-*********** SECOND PA93 OMITTING POUF LIVE LOAD (fl 100 WALL ^,tr,•=4 WAL L. H I C1' N FSS REINFOK E, EiN 1,4 YY,f/1,1, 6 7.3 INLHFS 1)1 .',,,10,40q, toNtlifetqm CODE MINIMMI AREA OF REIN0ORCFMENT . 10 SO IN FT VERT. . 17 SO IN/FT HOR107. TRIAL SECTION RATIOS STEEL AREA pemAs/hH HEIGHT/THICKNESS SD IN/FT , 21 .0024 44.69 LOADING (PER FOOT OF WALL. WORI. ING ROOF DEAD ROOF LI VF HAL V DEAD 10 1ATEPAL Lo- T 1, /rr 1111) lir, r . 195 .000 1 ,m,0 .on FACTORED Put ROOF Pu E WALL TO Pu=Pu1+PuF. SEISMIC OP ,r7 WrI 14T , rrrl 130 CTISV.741 ..*9€O9 I '''4 SEO/6 80 003MS0 3)1, s.1),-,,v9rvi--) 3v1.1.. 4. . 01 TIC>I1Jaca*/ x-a-la-x15 DNINO LIONOO.(INV onauvli .9 i 0 , 1-4,04-1d-ctoo-ld-a-ad in CIII-1.41 -- V1,11113'2 -DV AH — I 1 8 3 13 0 ,;it 0 02F213 111 3*1 0 3 I k 3 ';i2.71, 4. ,. ,, I 14f4fli i 1 e I#/i 4 4 ,i' lu—j;i1 *;i& 4 ill!ii It i' '191 1- 29 9 9 Go 9 3 g Cs„:11 T , i J ieh _ „______ I i s 1 J ,..,1.- •-t iI 1 le ' I i 9 i e to 1 11 I 431 di il I I 1 I i co f. 12:i;:,, c. 1 *_ r- 51, :144 ----- ' .4 i .i.,s •-,A il 4 r, 0, 0 ;1 . la c, : 1 --7 ;h, tr rail 1 op i J 1,4- II, / T e i * * J 1 II - [ - 1 \ l d 4 ,---__ t,..........-.1—.......7.— ..,. °I (I 8 I ti, 163§ t 4.° tP I:5,1 it NO 1 _J Ilig,i bItt. ... * — "'".**". `-' v , tti ii;:ii A 123 14-- 1 \_tt CI 3 II:. r'141 il --p rs„ , .4 4 a J ,.._ C., , t - II 0 o' p il I 0 0 1 1 0 9 °) I kJ C) i 'E ri ei:111 13 ,IS l_ i — , I 1 1 I 11"0';-.‘ — I ,ii 4 I u 2 i eiD f 1 r.1* — ems 689 808 5(OL6 U0 0038680 3/00 svv.raNI-D cre‘v 71.1- I UAW 0199 rns sgs, I , 0", kl Ca. 14011-IC1Crv/ X''''a--1 cl-x ts 00.10 I(100 J UN(INV 001.1890 i". A, '9 'IS--)1 v ra CI} -,0,L.of vc.fsf0-i-') IS/IltRilier 'IV 21 -IS` -10-1<nc-a+4'D'S 1,1-1-3t"tinc2-3 C I C ' 0,7 ili 4 • iv3 il 3 W.1 ?-101 10 o 1 8%1 . j ..,.. , w itq4i! ti6 1‘ ., 1 i 1 it III 1 ,i :t' . .1 i ; 11 flit.] 1. IF il 4 0 I 11 . 4,. . - 111, 0 41-,, itz ,,,,,,i1 1 tO I kv'i,ill i i b I i; fix], lig I I; Ili _ Ilik—k ,T It Ail.I i i 1 i 1 +4'' 11 I IAL At ,,-..2 .1 VI 0 ,O Cksi f eif 4-ti ; 341 . ' n I-- k:.4 iAl!t0 )' Tit! 1" A. :kb p frill. .,.. 0,51 iiiirii 1111 111111 „ 1 >3 .13 iv t 11 t '• e \_i CI Y , fill ii 11 a il ii ;'' k Iii0g1, , ill 11 lc 4 , I fib: !..i 114 t,-.: 13 c. o iMp IIP''11111# 111: 11'1 Ph i''''' 1 1.I i .I„, Azg SR 1 r 1 0 f Mi 0 LU. .4 *4 I . i #ga 181 4111 h „„,,, 81 11- ir .4 g i- U $ 2 If ., ci 8 , t F. 0'0, 19 4 e L. i'i."v, 0 ,f00g i cif wjj. „,, 0 w 1 ., 0, O r , j , LI_ ,It--,H 't 10 --agii,, 00 01 _ Stt. Ask P `,,,,,, ,...,....t i V.' ,,,..Z " '„V I.? _) }S— A a 0-) 1 '--,-i- t3 t, q, 3 £11 1)!, Pr 1 , " - r . ''oc$ t 1 *f; 9 1 I • 3- il;?1 v I., 1 — -'- 6 ° i a-- --- .—()i E 170 4 `2- 011 1 11 _ f 9 VI d 1 h _ i l'ft 10 gclilJ 0- —Ar ,-1 4 0 1g: gg J, g, ii, all 0 , 31 R.3 .-.3,-1 I :3 v ;4 0 ° e 0 '546 lt 1,111 /i 1 ili,,' O 14 - -g...., ( 14' 2 AIE ..g, , 1 0 n 3 3 r..s.s t VIII ieliAl 7 , .....,„ 4 , 0 r ii '• 4 1\ a ' 111 x 1 Ild cc 4111111) 10 c ill d .1 , 0 I-- CI Z1 51t 6 1 \ 11 i i a 3 a 0 4 C 1 Did I [ b) L 0 _ A . . ( A Ar.La r r I 4.0 r I 1.1 Ur I f V i r 1 if. f I P (.1 ti.."t,j1i., (.., 714a..t i'' .1 ' .. , . '.". • 1 1'1 = .a.'",,7 9+''.,;) t4t-0 fi I ' DESU:JM MOMENT STRENGTH (WALL CAPACITY) IN np' k'd, INCHES MA, IN.KIRS PHI MA, IN.KIRS .27 .047 1.02 50.06 51 .C", .,. CUED, C ( IW LIMIT . --------- 1,. 9 I (,...:,,jr,,,:(.1 IN " kd, INCHES .00111 1 .753 fA ORFAIER THAN 1..e. 'd, THEREFORE O.K. 11 . DE I"i....E.,'cI ION HI I)E 9 I ON MOMENT ST',ENE 711 ,.. INTERNAL ANGLE THETA DEFLECTION _. ... .0007;255 RADIANS 7.93 I ITCHES HILL IFD FACTORED MOMENT AT MIDHEIGHT OF WALL ( IN. KIPS) LArFRAL Mu ROOMu P DELTA Mu F TOTAL Mu 'I 42.03 ou. lb LESS THAN POT Mn. THEREFORE O.K. , . PARAPET mt.ttzte. . . , .. .. ..1„ , f II. I I MOT E,, momri\rr RED"1) Ars. 1.H'.-.1 I, --1,1 .07 90 I N/F T FAT4TIFT" PFiNFORCINO Is LEns THAN WALL REINFORCING, O.K. . , 1. .,. ,tht'ttvm HORIZONTAL REACTIONS , . f . . ' LOOFP. ID/FT UPFFR1 LB/FT 173. 414. UHF ACTORED . . . ,, CODE MINIMUM OR CONNECTIONS IC 200 LP/FT *** „' .... i f .., ! --J.,- BERvirr LOAD DEFLECTIONS tt2isttoe . , . . . . , . . . . DEFLECTION DEFLECTION DEFLECTION . FPAFtING LOAD SERVICE LOAD ALLOWABLE .P65 .193 3.240 T'41. ( i . WAPOMOI CRACKING DErLECTION EYCEEDS SERVILE IDEFLETTON. I ' ... . , . , . .... .... . ... .... . .. „,. ..,...... ..,..... ..... .„..-...... , . ., , , I 1 . 1/ 1/80 - 61t9.9 t 37 2 0142 A 11 120.29 TiLT UP C UN CRETE W PA_ E 506 2, ro L LtiLt.„..L L LI ,,,, SW . . , . . 101*rar,arafi„.,Ji:,!at'11-1 a 1 *********************************************************************** ANALYSIS OF TILT UP CONCRETE WALLS BY THE ULTIMATE STRENGTH METHOD. ALL INFORMATWN PRESENTED IS FOR REVIEW!. APPROVALIINTERPRETATION AND APPLICATION BY A REGISTERED PROFESSIONAL ENGINEER ONLY. ********************* ************************************************* ,,,,,,......... INPUT ....... SOLID WALL PANEL WITH UNIFORM LOAD HE HEIGHT PANEL MINIMUM MAXIMUM EFFECTIVE FLOOR TO PARAPET THICKNESS REBAR REBAR DEPTH ROOF, FEET FEET INCHES SIZE SIZE INCHES 300 #„ ,13 7,Atrit. 115 liekg.ot, ,_, SERVICE Low) DEFLECTION ROOF DEAD ROOF LIVE ROOF LOAD DEFLECTION LIMIT(0=1/100) LOAD, 0/FT LOA2.1 0/FT ECCEN. ON. I 100. 3.404E' . WIND LOAD SEISMIC FACTOR SEISMIC FACTOR CONCRETE ;,. PSF WALL PARAPET WEIGHT,. pct, ,,40,0on-ir . i 4 .38 150. STANDARD WEIGHT AXIAL DEAD AXIAL LIVE LOAD FROM LOAD FROM ABOVE!. LB/Fl” ABOVE!. LB/FT O. O. CONCRETE STEEL YIELD STEEL moDoLus STRENGTH!, KSI STRESS!, KSI OF PEAS. , KSI , tt.4001 - ,60.. "c",2 VO 00. ULTIMATE LOAD FACTORS .75( 1 .4D+1 .7L4.1 .7W) SERVICE LOAD" DEFLECTION LIMIT ,,,,,, L / 100. === OUTPUT FOR WALL =at= SOLUTION USING TRIANGULAR STRESS DLOCE NALL THICKNESS REINFORCFMNImulmw"mmirmw,r, ,,,„1 INCHES ,,,,,......,;:,I.:,,pritlyett.411.,. 1 r!\1'8,1M1,0,!,..ocogg',14 CODE MINIMUM AREA OF REINFORCEMENT . 10 SI) IN/FT VERT. . 17 SC IN/FT HORIZ. TRIAL sEcTtnm RATIOS . -------------------- k STEEL, AREA pvtAm/bH HEIGHT/THICKNESS SO IN/FT .85 .0089 51 .31 LOADING 'IPER FOOT OF WALL) ,1414111',41qW ROOF DEAD ROOF LIVE WALL DEAD TO LATERAL K/FT K/FT MID-HT, K/FT KSF .030 " .050 1 .677 .013 FACTORED Pu1 ROOF PuP WALL TD Pu=Pu1+PuP, SEISMIC OR K/FT MID-HT, K/FT K/El WIND, K/FT .095 1 .760 1 .856 .024 PHI DESIGN MOMENT STRENGTH (WALL. CAPACITY') JO IN np' k 'd, INCHES Mn, IN.KIPS PHI Mn, IN.KIPS .28 .049 1 .04 59.00 53.25 CHECK STRAIN LIMIT Ec, KSI STRAIN kri, INCHES 3605. .00111 1 .353 101 GREATER THAN k 'd, THEREFORE O.K. DEFLECTION AT DESIGN MOMENT STRENGTH INTEPAAL ANGLE THETA DEFLECTION .0007291 RADIANS 10.51 INCHES APPLIED FACT1RED MOMENT Al MID-HEIGHT OF WALL tIN. KPS) _- LATERAL Mu ROOF Mu F' DELTA Mu TOTAL ,4u 3 .37 34.37 .26 10.50 53. 13 Mu IS LESS THAN PHI Mn. THEREFORE O.K. *****************************c********************* ******************* SECOND PASS OMITTING ROOF LIVE LOAD _ - === OUTPUT FOR WALL === WALL THICKNESS REINFORCEMENT 7.3 INCHES 13 CODE MINIMUM AREA or REINFORCEMENT . 10 SO IN/FT VE . 17 SO IN/FT HORTZ. TRIAL SECTION RATIOS STEEL AREA p=AtiiI1H HEIGHT/THICKNESS SO IN/FT .25 .002,9 51 .31 LOADING (PER FOOT OF WALL) WORKING ROOF DEAD ROOF LIVE. HALL DEAD TI) LATERAL K/FI K/FT MID-HT!, K/FT KSF .030 .000 1 .677 .013 Ru1 ROOF Pu2 WALL 10 Pu=PuI+Pue, SEISMIC OR 010 K/FT MID-HT1 K/FT K/FT WIND' K/FT .oaa 1 .760 1 .790 .024 PHI = .B097 DESIGN MOMENT STRENGTH (WALL CAPACITY) A's, SO IN np k 'd1 INCHES Mn, IN.KIPS PHI Mn, IN.KIPS .20 .049 1 .04 59.63 33.06 CHECK STRAIN LIMIT Ec , KSI STRAIN kd, INCHES 3605. .00111 1 .239 kd GREATER THAN k 'd, THEREFORE 0.K. DEFLECTION AT DESIGN MOMENT STRENGTH INTERNAL ANGLE THETA DEFLECTION .0007296 RADIANS 10.50 INCHES APPLIED FACTORED momFmT Al MID-HEIGHT OF WALL ( IN. KIPS) LATERAL Mu ROOF Mu P DELTA Mu TOTAL Mu 34.3Y .08 17.02 52.27 Mu IS LESS THAN PHI Mn. THEREFORE O.K. **********14,**********10-0,******************44,444*********) *******14 *****4.*** PARAPET ULTIMATE MOMENT REO'D As .214 K-FT .01 SO IN/FT PARAPET REINFORCING 19 LESS THAN WALL REINFORCING, O.K. HORI2ONTAL REACTIONS LOWER, Lpirr UPPER, LD/FT 264. 365. UNFACTORED *** CODE MINIMUM FOR CONNECTIONS IS 200 LD/FT *** *********************************************************************** ==== SERVICE LOAD LC:ELECTIONS ==== DEFLECTION DEFLECTION DEFLECTION CRACKING LOAD SERVICE LOAD AL LOWADLjE .349 .321 ,,' 3.720 WORNINGt CRACKING DEFLECTION EXCEEDS SERVICE DEFLECTION. . . . , . • „ . . .. PROGRAM 120.2, TALT LIP CONCRETE WALL, REV-5065.EO 40(****************************************************** VI 0 i . , TIGARDCINEMA ,A .,,,,,,A ...***********...******************.*****U **************************.*** ANALYSIS OF TILT UP CONCRETE WALLS BY THE ULTIMATE STRENGTH METHOD. ALL INFORMATION PRESENTED IS FOR REVIEW« APPROVAL,INTERPRETATION AND APPLICATION BY A REGISTERED PROFESSIONAL ENGINEER ONLY. i *********************************************************************** INpuT . , SOLID WALL PANEL WITH UNIFORM LOAD HEIGHT HE PANEL MINIMUM MAXIMUM EFFECTIVE ... F TO PARAPET THICKNESS REDAR REDAR DEPTH dROOF, FEET FEET INCHES SIZE SIZE INCHES r3k44.1004 t.700i 1,425,t #5 # 5 3.80 01,040,Afgawn,,a..,0.01, c.4.0614. SERVICE LOAD DEFLECTION ROOF DEAD ROOF LIVE ROOF LOAD DEFLECTION LIMIT(0=1/100) LOAD, 1$/IT LOAD, #/FT ECCEN. , IN. 1 100. --- -- 02'4V23 la / 4Ljt 5.29 otro LOAD SEISMIC FACTOR SEISMIC FACTOR CONCRETE F WALL PARAPET WEIGHT, PCF . 14 .38 SO. STANDARD WEIGHT AXIAL DEAD AXIAL LIVE . LOAD FROM., ,. LOAD FROM ADOVF, LB/FT ABOE V , LD/FT ...I likf'!, t CONCRETE STEEL YIELD STEEL MODULUS TRENGTH« KSI STRESS« KSI OF FLAGKSI 0P?.. 4 k60.1 29000. .. ULTIMAlt LOAD FACTORS . . .75( 1 .4D+1 .7L+1 .'1W) ... SERVICE LOAD DEFLECTION 1, i LIMIT = L. / 100. P ------ -- ' tm=.,.., OUTPUT FOR WALL SOLUTION USING TRIANGULAR strFos DLOCK 1 . ; WALL THICKNESS ..„,,R FIiF1103P,CEM::NT 7.3 INCHES CODE MINIMUM AREA or REINF1RCFMENT . 10 90 IN/FT VERT. . 17 SO IN/FT, HORIZ. TRIAL SECTION RATIOS -..------------------- , STEEL AREA ploAs/bH HEIGHT/THICKNESS qn Twri i ... . ...........,.. ,.,.,..,...,,,.. ..—.............„,:,....., .,..:......... .. ....,,. . . ...... ....... ., 1,.. ,... .. , .,„ , . , ;. ,. .. '...., ....,.... ., ,.-,....,-„,.. :„ -,....,. ...,.,.. ....-rt , .„ 'AMMO\ E0ArkNG (PER FOOT OI WALL) W 11" WORK I -- - ROOF DEAD ROOF LIVE 'AALL DEAD TO LATERAL K/FT K/FT K/FT KSF . 195 . 132 .660 .004 . . FACTORED PIA ROOF PLIE WALL TO Pu=Pu14-Pu2, SEISMIC OR K/FT MID-HT, K/FT K/FT WINDp K/FT .373 2. 103 2.476 PHI ,A .8R58 DESIGN MOMENT STRENGTH (WALL CAPACITY) A's, SD IN np" k'd, INCF1E Mn, IN.KIPS PHI Mn, IN.KIPS .25 .044 .99 52.87 47.71 CHECK STRAIN LIMIT LSI STRAIN id, INCHES 36°5. .00111 1 .353 kd GREATER THAN k'dp THEREFORE 0.K. DEFLECTION AT DESIGN MOMENT TRENGTH INTERNAL ANGLE THETA DEFLECTION .0007171 RADIANS 10.34 INCHES APPLIED FACTORED MOMENT AT MID-HEIGHT OF WALL. ( IN. KIPS) LATERAL Mu ROOF Mu P DELTA Mu TOTAL Mu 9. 19 1 .00 20.04 30.23 Mil IS LESS THAN PHI Mn. THEREFORE 0.K. *********4************************************************************* SECOND PASS OMITTING ROOF LIVE LOAD OUTPUT FOR WALL === WALL IN . ETNFORCEMENT. 7.3 INCHES CODE MINIMUM AREA OF REINFORCEMENT . 10 SO IN/FT VERT. . 17 SO IN/FT HORI2. TRIAL„ SECTION RATIOS STEEL AREA p=As/bH HEIGHT/THICKNESS SU IN/FT .21 51 .31 LOADING (PER FOOT OF [44k I. WORK INB K/FT K/FT MID-1-1T, K/FT KFSF . 195 .000 FACTOED Pu 1 ROOF Pu2 WALL TO PU=PU1+PU29 $EISMIC OR K/FT MID-HT, K/FT K/FT WIND, K/FT .205 R. 103 2.307 .006 PHI = .8867 DESIGN MOMENT STRENGTH (WALL. CAPACITY) A'S, SO IN np' k'd, INCHES Mn, IN.ViPS PHI Mn, IN.KIPS .25 .o4a .99 53.21 47. 18 CHECK STRAIN LIMIT 'EC, KS' STRAIN kid, INCHES 3605. .00111 1 Fd GREATER THAN k'd, THEREFORE O.K. DEFLECTION AT DESIGN MOMENT STRENGTH INTERNAL ANGLE THETA DEFLECTION .0007158 RADIANS 10.32 INCHES APPLIED FACTORED MOMENTAT MID wHEIGHT OF WALL ( IN. KIPS) LATERAL Mu ROOF Mu P DELTA Mu TOTAL MU 9. 19 .5 19.27 29.01 MU IS LESS THAN PHI Mn. THEREFORE O.K. **************************************************************** *X** * PARAPET iummm ULTIMATE MOMENT REP:! F) As . 189 V-El •n SO IN/FT PARAPET REINFORCING TS LESS THAN WALL. REINFORCING, 0.K. HORIZONTAL REACTIONS ====t1 LOWER, LB/ET UPPER, LD/FT 7t 150. UNFACTORED *** CODE MINIMUM FOR CONNECTIONS IS 200 LP/FT *** **********************************************4************************ SERVICE LOAD DEFLECTIONS DEFLECTION DEFLECTION DEFLECTION CRACKING LOAD SERVICE LOAF) ALLOWABLE .349 . 151 3.72'0 _ , G e « WARNING: CRACKING DEFLECTION EXCEEDS SERVICE DEFLECTION. ji ff 0 TILT WALL PANEL TIGARD CIN 2 PD = 0.040 ENTER DEAD LOAD,KIPS PER FOOT PL = 0.080 ENTER LIVE LOAD,KIPS PER FOOT 0 = 0.000 ENTER ECCENTRICITY, lecher., w = 34.000 ENTER WIN!) LOAD, PSF f'c = 4.000 ENTER CONE STRESS, fy = 60.000 ENTER STEEL STRESS, KRT. t = 7.250 ENTER WALL THICKNESS d 3.875 ENTER DEPTH TO REINFORCING 2 faces No IS THERE STEEL ON TWo FACES7(YES OR NO) As = 0.31.0 AREA OF STEEL PER 883ARE FOOT OF WALL L = 27.000 HE OF WALL LP = 3.000 HEIGHT OF PARAPET PO = 1 .714 PP = 60.934 OK PHIN = 0.890 PN = I MN = 73.892 PHIMN = 65.775 Ie = 30.492 DEFL MU = 53.482 OL ' �-� � � �'��_� �'� -�| &�� •� . � _ - - `~' . � � . � ° *.f. . . . .� �` ' .~`�� . - ' ^� ' vol.-L. L]//m ' r-'~- . TIGARD CIN 1 PD = 0.000 ENTER DEAD LOAD,KIPg PER FOOT ://• PL = 0.000 ENTER LIVE LOAD,KIPS PER FOOT = 0.000 ENTER ECCENTRICITY' Inches - � 27 800 ENTER WIND LOAD, ESE ( w ^ ` �^000 ENTER CONE STRESS, ksz c = fy = �V.000 ENTER STEEL STRESS, KSI t = q^250 ENTER WALL THICKNESS f^ 6.000 ENTER DEPTH TO REINFORCING d =ac�� ? ^ NO IS THERE STEEL ON TWO FACES7(YES OR NO) = ' ^ As = 0.310 AREA OF STEEL PER GQUARE FOOT OF WALL � . L = 36.000 HEIGHT OF WALL , LP = 3.000 HEIGHT OF PARAPET ' EU = 2.550 .4� PB = 104.549 OK PHIN = 0.889 ' PN = 2.869 ' 11p 222 ' • MN = ^ • `. , PHIMN = 105.931 Ie = 8+-293 ` PEEL = 6.777 MU = 77^54.4 OK TILT WALL PANEL. TzRnRP GIN 1A . ' ' ': � 040 ENTER DEAD LOAD,KIPS PER FOOT � PD = ^ ', EL = u,v� � � 0 ENTER LIVE LOAO°KIPS PEP FOOT ' je = 6.375 ENTER ECCENTRICITY. Inches | = 18,700 ENTER WIND LOAD, ESE' w f`c = 4.000 ENTER CmNC STRESS, ksi fv = 60"000 ENTER STEEL STRESS, KSI • t = 9^250 ENTER WALL THICKNESS � d = 8.250 ENTER DEPTH TO REINFORCING �` 2 faces ? NO IS.. THERE STEEL ON TWO FoCES? (YES OR NO) � ns = 0.310 AREA OF STEEL PER SQUARE FoOT or WALL � � ' = �8.000 HEIGHT OF WALL � �A0 HEIGHT OF PARAPET. ' LP = ` EU = 2.208 pB = 48. 106 OK | pHlM = 0,890 | PN = 2.481 '*. _ L � ^�-1 — 0-e. xeleff = 20.629 EFL 937 = 9.357 m. = 39.501 OK 't" ^ ' � ^ r" - ^ ~ _ WALL GEOMETRY HEIOH[ OF WALL TO ROOF LINE ° . . . ^ ~ ° . " " ^ . ~ ° " , ~ " . . ° . ~ ° ° " , , ^ ° " ° HEIBHTOF THE PARAPET . ~ . " . . . . , , . " . . ~ - . ~ ~ . ° - . . ° ° ° , " ° ° ° . ° , , ~ , S,,- ' ^^ OASONRY 1N%TS : UNIT DESCRIPTION . . . . . . ° ~ , ~ ~ . ^ . ^ ^ ° " . . ° . . . ° ° . ^ ° 8 IN. LIBHTWEIGHT . ' 8�t |]T ° " " ^ . . " ~ , ° . . . ^ , , ° , , , , , , ° , , , ^ , ° _ ° ° , ^ , , , , ^ , " , , , ~ ° _ , , , , ^ ° FULL ~ x5u0 F"m o FULLY BR@UTE0 (PBI ) SPECIALINBPEC1C8N RFCmIEED . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . '� vERT%CAL REImFORCEMFNY o STEELORADE (ESL ) . . . ^ . ^ , " ' ° , . " " ° ° ^ ~ ° . ° ^ . ° ° ~ ~ ~ - ^ ^ " ° " , ^ ^ . ° . ^ " " . ° ~ . PAPSl7F . . . . . . . . . . . . . . . PAM ,,,,iP�CImo ( TN) DEPTH or-~ STEEL FRDM COMPRESSION FACE ( IN) LOADING CONDITIONS x � WIND SUCTION (ESE) SI: SM �C�|� " " ° ° " . ~ ` . ~ ° . , ~ ° , ~ ° , ~ ° , _ ° , , , , ^ ° , , , ° ° , ~ , . " , , ° ° ° ° , , _ ^ t "25 SLISM I� % FACTOR ^ , ° " ^ ~ ° . ~ ^ ° . . ~ . ^ " . ° " ~ ^ . ^ . . . ~ , - ° ~ ° , , , , , ° , , ° , , , -) ' SC MIO C FACOe " " . . . ^ . " . . ^ ~ ~ . " ~ . ^ . ^ - , ~ . ^ " ^ ^ ° ~ ~ " " " " . . ° ^ . . . . . ^ 0.38 VERT CAL. LfVE LOAD (LPS) . . " ^ . . ^ . ~ . ° ° ^ ^ - . ^ . " ° , " ° , " ° " , ^ ~ " ° . . . ^ OD VERTlCoL DEAD LOAD (LDS) VERTICAL LOAD ECCENTRICITY FROM FALE OF WALL ( Ip) . . . . . . . . . . . . Lipo*w ULTIMATE STREkkOTN oKEoK ** -- . LOAD CASE, DESCRIPTION U. MOMENT N. m]MNSLmMAn . .75/ 1 .4D + 1 .7L + 1 "87E> 26970.10 17P3A.P7 OF .75( 1 .411) + 1 .71 1 ^70W) 371,00°76 37230.27 01 .9D + /or 311791 .33 ON °9D 4 1 .10W 346P)..47 14791 .33 OK ** SERVICE LOAD DEFLECTION cHErk ** LOAB CASE DESCRIPTION MID SPAN DEFLECTIONS ( %N> SUMMARY � MAXIMUM ALLOWABLE DEAD + LIVE + EAPTHQUwME 1 °0H 2°89 CK DEAD + LIVE + WIND P°B6 2"89 OK \ - ** CODE �DMrL1ANCE C�E�KB ** -�- (-Unr foBCT1Ow uFPEo LIMIT LUWER L%N1T VALUE BUM1164Y e411cA) 0.49c-01, N/A 0" 14E-91 OK 4.0-.1 LI LI LI `-1 . ~ ^� � ~ V41.4'4040�� - `'~ 4),04414n - "'w °. * 1=*v^— u= ywL �� ' � � ` - - ~ =-wr wFL1 GEOMETRY HFI01.11 8F 1.101 |. To ROOF LINE . . . ~ . . . . . . . . . . ° . ° ° . . ^ " ~ . . " ^ " ° ~ ° HEIGHTOF TH£ PArAPET . ^ " . . . . . - . . . . . . ° ° ° . . , . . . . ^ . " . " ^ " " - . . . . 3"00 MASONRY UNITS |/N11 DESCRIFT%ON . . . . . . . . . . . . . . . . . . . . . . . . . ° . . . 0 IN. L%OHTNEIIHI OMU GROUT ^ ~ ^ ° ^ ^ ^ , . . ~ . . ~ . . . . . . . . . . ~ . . ~ . ° . ~ . . . , . . . " ° . . ° . ° " . . . . . . . . . . Lou, '.' F~m » FULLY °RQUTED (PSI ) " . . ° ° " " . . " ° ^ " ° " . . " . ° . . . . " ° . . ~ . . . ° ~ . ° 1500^ 8PEC[AL INSPECTION REQUIRLD ^ ° . " . ° ^ ° " , ° . . " . ° . . - . " . . ° . . ° - ° . ° ^ ^ ^ . . YES �ERT1CAL R�IN��MENT ' ! HTEFL 8RAQE (ESI ) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ^ 60 DAP SIZE . . . ^ . ^ ° " . ° . " ° " . " . . " , " . . . . . " . . , " ° . . ° ^ " " " ° . ° ° ° " ° ^ ° ° " ° ° ° 1171, BAR BPACIN8 < IN> runt or STEEL FROM DoMPRESSlOM FACE < %N> ° " ° ° ° " ° . . . . ° " ° " . ^ . . ° LUAbINB QBNDJTIOMS WINDsot:TION .PsF> ^ . " " . ° " " ° ° ^ ° " " " " . ° . . . " . . . - . . ° - . - " . . . ° . . . . , . 8EIGMIZ0N1 ° . " . " " . . . . . . . . . . . , . . . " . " ° . . . 2 � I31. 1Bli1II, 1 I-01 . . ^ ^ " ° " " " " ^ ° " " . . ^ " " . " . . . " . " - . . " . . . , . - . . . . . ^ ^ ° 1 ^2� ` �EIS�1C c roc ^ " " ^ ° . " ° ° . - . ~ ° . ° . . ~ . ° ° " " . " ° . VENT1CALLIVE LOAD (LDS) " . " " , " . . . . . . . " ° . . " " . " ° " ° ^ " ° . " " ° ° ^ " . . VI PIMA!. DI P@ LOAD (LBS) ° " ^ " ^ . " " ° . - " . ° ° ^ . " " . " " " ° " . . " " " " " " " ° " VE1TI1 AL LOAD ECCENTRICITY FROM FAME 2F wAL�. ( TN) / . ** ULTIMATc STRENBTH CHECK ** /04Q VASE mESCRIPTIOh U" MOMENT N. MOMENT SUMMARY .75/ 1 .4D + 1 .7L 4 1 .87E> 19156^49 27440. 10 �K .75( 1 ^41) + 1 .7L + 1 .70a> 26420.96 27440. 10 OM .91) + 1 .43 17917.31 25000.00 OF -9D 4 1 .80@ ^ B4844^38 2f"-,0{4}^00 nt ** SFPVJCE LOAM DEFLFCTr0N CHECK ** / I I DI BCRIPTI0M MID-SPAN DEFLECTIONS ( IM) SUMMARY MAXIMUM ALLONADLF DEAD 4 LtVE ^ LMPTHQnAkE 0. P^0141 OK Df AU 4 LTYE 4 WIND 1 . 10 P-86 01 ** CODE CnmPLtAmCE cHroTt; *# mmE 0LCTION ororP LIMIT LoWEIN L1Mtf VALUE SUMMArN, w/p n ��co' n[ _-_ ° •••• • d 41 4 d 41 aat,L.-tdlt. fd,41•1“""1.40 44 do 0.41.`"4,da P409(C ) 1 U.,h0Eiot N/A 0. 11E+01 OK V*,100e, \ ,:' � \ " "' / ` � ' �� ' � �0�� v . - - .,. ��p~ . �� ' WALL GEOMETRY' : ' . HEIGHT' or ROOF'TO RO� LINE " " ° " ° " ° " " ~ " ° " ° ° ^ ° , ^ ° ° . ^ ~ , , ° ° ^ ° ~ , � HEIGHTOF THE PARAPET . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3.0" ^ MASONRY UNITS : ^, UNIT DESCRIPTION " . . ° . ~ ^ ^ ° ° . " ^ . " ^ ~ . " ~ ~ " . ~ " ° ^ ° ^ 8 IN. LIGHTWEIGHT CMU F,m : FULLY GROUTED (PSI ) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1500 SPECIAL INSPECTION REQUIRED . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . vES VERTICAL REINFORCEMENT : STEELGRADE (K8I ) ° . . . . . . . . . ° . . . ° . " . . . . ° ° ~ ^ . " ^ ° ° . . ~ - . ^ , ° . ~ ° . . ~ . . DAP SIZE . " . ° " ^ " ^ ' ^ . ~ " ° , , , _ ^ " , , ~ ° ^ ^ , , " , ° , , , , , ° ~ ° , , ~ ^ , ~ , ° , ° , ° , , ° DAR SPACING ( IN) " . " ^ ° ^ " . ° ° " ^ ° ° " ° ° , ~ ~ ° , ° ~ , , ° , ^ , ° ° , ° , , ° , , , ° ° ° , ° " DEPTH OF STEEL FROM COMPRESSION FACE ( IN) " - ° . " " " . ~ ° ° ° ° " " " " ° ~ ° " / LOADING COND�11�N� * WINDSUCTION (PSF) A * . " . ° - ^ , ~ . ^ . ~ " ° ° . ^ ^ " ° ° " " ° " ° ° ° - " ~ ° ° ^ ^ ° ^ ' " ^:40g1x SEISMIC ZONE . . . " . . ° ° " " " ^ ° " ^ ° ^ " ° " " . ~ " " ° . , ° ~ ° " ° ° ° " , , ° " ° ^ ° ° , , ° , , " , Cl SEISMICI FACTOR . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 .25 SEISMICC FACTOR . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0°30 VERTICAL LIVE LOAD (LDS) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . VERTICALDEAD LOAD (LDS) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . VERTICAL LOAD ECCENTRICITY FROM FACE OF WALL ( IN) ^ ^ . . . . ° ° . " . . tl:',),' ** ULTIMATE STRENGTH CHECK, ** LBAD CASE DESCRIPTION U. MOMENT N. MOMENT' SUMMARY � "75< 1 .4D + 1 .7L + 1 -O7E> 23339-04 46356.94 OK ^7511 .4D + 1 ^7L + 1 .70W> 40940^90 46956°94 OK ^91) + 1 "43E 21716.72 49963.87 DK ~ "9D + 1 .30W 39314°66 43961.87 OK ** SERVICE LOAD DEFLECTION CHECK ** *LOAD CASE DESCRIPTION MID-SPAN DEFLEcTIoNs ( 1N) SUMMARY ( . MAXIMUM ALLOWADLE . DEAD + LIYE + EARTHQUAKE 0°76 2.52 0 ler � DEAD + LI VE + 0%MD 2°40 2.n2 oK ^ *m cohE CopirL2AWcr CHECKS rw CODE SECTION UPPER LIMIT' LOWER LIMIT VALUE SUMMARY _�~ ` N�� 0. 14F-01 �k -� �4�t ��> 0.40E-01 � ' �� ^ �vr n� 0 -.tor ro ^ /�" on '/' f ~`. =�= , ' �== � � ��` =�� . .. �*� ft' �,f , , . � «"1" "O. wa Lit,„. 1,402 kisTI6AittaPitagP44010t4 ,,,,f4g 1425 ,160(tedia04 WALL GEOMETRY : HEIGHT OF WALL 10 RODE LINE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . HCIHMI OF !HE PAPAPF1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . MASONRY UNITS : UNIT DESCRIPTION IN. LIGHTWEIGHT CMU Fn : FOLLY GROUTED (PSI / . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . inoo. SPECIALINSPECTION REGOTRED SONOOMO . k4m40014tONOMO * M0 * OMOOMOMM * 01. 0 YES VERTICAL REINFORCEMENT : STEEL GRADE (PSI ) Oatilid * * 0 . 01MOOPIR0M000060 . 0160101. 0016WMOSMO010MONOMM 60 RAPSPACTOG ( IN) 0O140000 . 1. 4abaNd0 . • 000000110111 * * 0 * 1000000M00M00010006 DEPTH OF STEEL FROM COMPRESSION FACE ( TN) .4t4) LOADING CONDIIIONS t WIND SUCTION (PEE) 066 . 0600ONANOOMMOO * MMOMOO * W0 * * MOM . * * * * * 0040 20.40 SEISMIC ZONE 00004 . . 010666 . 10 . 10t00NO0000 * * V00 * 00011, 000 * 4404, 100MOMWOO P SEISMIC I PACIOR 00 . oblimits . 60oommowsomoomommoito600. 0 * * 0 . 6 * 00006 1 .25 SEISMIC C FACTOR 000000100WOON * 0000 . M0O0N * 0 . 0060WWOMMO40000000 0.39 VERTICAL LIVE lOAD (LEIS) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 VERTICAL LIlAC ECCENTRICITY FROM FACE OF WALL ( TN) . . . . . . . . . . . . 0 4* ULTIMATE STRENGTH CHECK ** LOAD CASE DESCRIPTION U. MOMENT N. MOMENT SUMMARY .75( 1 .ID 1 .71. + 1 .97E) 20659.92 34005.P2 OK .75( 1 .4D + 1 .7L + 1 .70W) 11490.69 34005.22 OT .91;} + 1 .41E 20950.06 31315.70 OF .91) * 1 .10W 31678.91 31315.70 OK ** SERVICE LOAD DEFLECTION CHECK ** LOAD CASE DESCRIC1ION MID—SPAN DEFLECTIONS ! IN/ SUMMARY MAXIMUM oLLowAPLE btFo0 LIVE + FARIHOUAKF 0.53 P.27 OK Dron + LIVE 4 WINO 1 .69 2.27 OV * Ent+ roMEITANCr CHECE9 *4 I ool" scrIroN UPI IR I ImTr LONFP LIMIT VAI1 W ",A.MMAkY I 2411 (A) fl.401 -ot N/A 0.84F-OP 01 A„ 1'11 4 � . �YYXWWF � ilYWYn'u .,,..4W.;'i+.� V"P'{kl'o- J« ,..,, ,. ,Kd IY N.+J.�✓Rw:"p;F o.« ,.,,,, ., t'. 0 .. .. ,, . ......, . . . .. . ., . . , . . .. . . ..... 2411 (EA 0.40E*0 1 N/A 0.95E-02 OK 2411 (b) 0.32E-02 0.70E-03 0. 17E-02 OK I, ini, 2409(e 1 0.60E+01 N/A 0.67E+00 OK ',gfiilatAtiOgito06Ak4 WALL GEOMETRY t HEIGHT OF WALL TO ROOF LINE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .mgak HEIGHT OF THE PARAPET . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . )) MASONRY UNITS t i :,folodillotori(4,-4,fa.,-,vt,t4tui,Y(:;:::11Kleti UNIT DESCRIPTION N . . . . . . . . . . . . . . . . . . . . . . . . . . . AVM4144"61Gykv GROUT MONMANNWNOMM . . 0 . 000410000MOMMIWOMOIOOMMOONMANOMMOOM . 114001011100 F901 I FULLYGROUTED (PSI ) * aomooimopoom . wmomioxwaoriomowoolowoormoo 1500. SPECIAL INSPECTION REQUIRED . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . YES VERTICAL REINFORCEMENT 1 STEELGRADE (KSI ) 60M010001000 . 0004060000WOOO, NON * OWOMOONMWOON . Wil 60 PAR SIZE OOMMOOMMOOONOMONO0000000MOMOOWN41000000, 000410000 " 00004001. 06 , PAR SPACING ( IN) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .Ao„. DEPTH OF STEEL FROM COMPRESSION FACE ( IN) . . . . . . . . . . . . . . . . . . . . .v.kfl LOADING cotornoils : WINDSUCTION (PSF) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . « . . . . 18.70 , SEISMIC ZONE ft * * 4000060044WOONOONNOONNO011000 * . ONNOONOONOOMMOOMM a SEISMIC 1 FACTOR .101000100 . 011MOONONONNOMMOONIPOWONOMONNWOONNOWN 1 *25i SEISMIC C FACTOR OMMOWNWOONON . 0061. 10 . MM040040001WOONOSOMONOMMONO OM,311 I; VERTICAL LIVE LlAD (LDS) ao . moftoog000lowoomaiimoomo * . otiol000tioomoo VERTICALDEAD LOAD (LDS) ONOWNIMNWOMMOOMONNONONO00000004011. 410 * VERTICAL LOAD ECCENTRICITY FROM FACE or WALL, ( IN) . . . . . . . . . . . . , V ** ULTIMATE STRENGTH CHECK ** I, LOAD CASE DESCRIPTION U. MOMENT N. MOMENT SUMMARY .75( I .41) + 1 .7L + 1 .87E) 31151.54 63476,36 OK .75( 1 .40 + 1 .7L + 1 .70W) 42603.40 63476.36 OK .91) + I .43E 29291 .28 61216.21 OK .9D + 1 .30W 40211 .54 61216.21 OK ** SERVICE LOAD DEFLECTION CHECK *4 „ LOAD CASE DESCRIPTION MID-SPAN DEFLECTIONS ( IN) SUMMARY MAXIMUM ALLOWABLE DEAD + LIVE + KARTHHHAKE 1 .24 P.60 OK v' DEAD + LIVE + WIND 2.29 .60 OK ** CODE COMPLIANCE CHECKS ** , - ' (LAJOL, OGLI1U14 UCI-Lh L.,,uoa L414,14. 1 2411 (a) 0.40E-01 N/A 0. 145-01 OK 2411 (b) 0.32E-02 0.70E-03 0.25E-02 OK 2409(e) 1 0.60E+01 N/A 0. 11E+01 OK V1140 -4,heomM ,31,WC! .,,Tx.r,3-30,01+ 4,,r2EIA"V,110)1.44..zt WALL GEOMETRY % . , HEIGHT OF WALL TO ROOF LINE HEIGHT OF THE PARAPET MASONRY UNITS % UNIT DESCRIPTION F'm I FULLY GROUTED (PSI ) 1500. SPECIAL INSPECTION REQUIRED YES VERTICAL REINFORCEMENT % STEEL GRADE (KSI ) oftwOOOOFOOMMOO * WWW000 . 0000011010000 . 6 . * O0001. 600 60 DAR SPACING ( IN) DEPTH OF STEEL FROM COMPRESSION FACE ( IN) LOADING CONDITIONS WIND SUCTION (FOE) 0 * 1000 * 1 * 00 * 0000 * 000 * 00 * 00 * 0 * 0 * 00 * 001000000 sElsmic I FACTOR 1 .25 SEISMIC C FACTOR 0.38 VERTICAL LIVE LOAD (LDS) VERTICAL DEAD LOAD (LOS) VERTICAL LOAD ECCENTRICITY FREM FACE OF WALL ( IN) . . . . . . . . . . . . ,1%03,3"4ror 4 ** ULTiMATE STRENGTH CHECK * LOAD CASE DESCRIPTION O. 1,41..TiNT N. MOMENT SUMMARY .75( 1 .4 ) 4 1 .7L 4 1 .07c) p:Atiet .51 37013.40 OK .75( 1 .4D + 1 .7L + 1 .70W) 323E0.64 37013.40 OE, 1 .43E 22032.59 34603.92 OK .9D + 1 .30N 30414. 11 34603.92 OK ** SERVICE, LOAF) DEFLECTION CHECK ** LOAD CASE OFSCPIPTION MID-SPAN DEFLECTIONS ( IN) SUMMARY MAXIMUM ALLOWADLE . . DEAD + LIVE + EARTHQUAKE 0.72 2.27 OK DEAD +„ LIVE + WIND 1 .65 2.27 OK rnnif rnmotTomcr rHwrKs ** 4,1 CODE SECTION UPPER LIMIT LOWER LIMIT VALUE SUMMARY # 2411 (a) 0.40E-01 N/A 0. 13E-01 OK 24111b/ 0.32E-02 0.70E-03 0. 13E-02 OK 2409(e) 1 0.60E+01 N/A 0. 11E+01 OK P*1#21 f(, tl ; " r �"�"" d y tityp�h d �� ;' ii� � •r '� ° nr � IIRN! � "`� ° "gc �„fro ry yAlf.w 4 �. Yt Co 1�� .J, ,W 1X'if NF„ WY', .: yyU, `•� .°�a .. i °tom " dr ° °, + e r R�. ir ' ys ^ , y e1, ° a RR° n Jln u ^ J I ' w .. ^ r r W1 by. U "r • Ir� 1r ° W W. f ; p 1r8 «' quill ply 1, ryw t ' v, rf ✓ 411r,4 q r M;, , ''', / A r ". �� `4 "' � tl p+ '., � �`pY 1 +,Yy�r C r � ��.+r A •�,�1y�h..�E� r� � �^ �� Y �"N* �Wy fir` J`�V r" � s ""r �✓ " "'�, u; u Mh 47 ,,.� u +1 r..,yw. .°ti, °a Y"WVA a a 1r. �ejkr fi CO n , ° ° ° �yyqy�ry .a° e n,. a`F ro � . m « E y , e Y ".n W4ymw Cr. mud ..," *` f0wdwa �`'• ',X�, mk x � . r J y « ( A ^w A IF II FF A A A Ai A A I�,,,�,11 LI ,--.,. -, "VIN DOM /'� + QA/ Job.`T"h,n/or . C+„,,,,,a4.4,46,4„, mrecsAPRIGOLE/KINIAUF Client Cc3nsuiting Engineer Data _< a. Sheet No. 7. 3%i raw 2 rarAsn nwv.tr + f � JI rR^IAIMA PP,ti .nw�, F RWuLM,a � d r~!�1„'fiulmm7',>✓'�U�+�'a m✓U h1,m"Md tf ,mq,d«u�"uI /" d Y,Vn ;.n iM'�Nu N°, yh✓N vhrv..,a -'�d11'WIwi�2 Vw4b"X I�, w�Va d6��5 rm;M4a VY4T yA! a to �� ' , 11r e, to op 4'+ ,. 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I IOW/01VAN/'b„1,MI^IMM/0111f 7=OGV VO11111111..1111r10101014 l IMAM I V / WO 101 WOW V 11 0 A 3933 SW Kelly Ave. / Portland, Oregon 97201-4393 (5(' ) 222-4463 ' 'S°"rMw w� LENL119�JNik ►►/ Jeb, ,,^ n! ,AI,s.� cielARIPVICOUR/KINALIF client .T. A/ .,aW .t, .,x Consulting Engineers Job No. �By ,. Date_JAI1,fes/ 1." ..Sheet No. g".'" . e n� dwl , 0 01 ter t. .+A,P ?I . as1 , . - If 46'0" I I 14 —0. (tw.,., ' S. a ,C ,1 S It �" q if k ; J _., ...,. _.. ..... . .....nF " �fi il I L CJI e,M ret 1.«0 I f ,__.,.. 24 -rt,l .""( ...C.e,N1 '*1.9 I fritii4C.-Q1., , ,S a M1, et I . 11 . 1 # 1 1 -(' otoirolzivt 0- 0,6 Vb -floe-Li 2-1 ''c 1 a. _. 15 11 . .11' 44 11 , r �0 2.9 ....11.'_ h , `" w 0" 1t if f � I CI fw11 , ,,. 4 +c) 1f h it 11 M129 If . f1 ec)QC, P ,.,1,"62. ~' C. L 0rGt, ', , I ti I .4 ,' .— 1 '� t Si it I it «a 41 11 t.too a e i 11 t,, St; i s H f i 111P4 w is 1, a r ,9,9 alf1fL rOi9✓OeP9 9099',fi q,,^ lr,m "PV9,,rN,,GIYt ''' 4Avial '1.99/GMv,9I9r 99,999L,,y�wfa WIMP M✓ 4�P,k& Wi6,��Wd�r9079M)AVr1,rDF,a 99 f3999,9'u?r^riv19riAr9,9wuw„i 3933 SW 1Xc11q Ave. / Porrwtlektid, Ore omi 91301-4398 (503) 222-4483 f k,. d ) VAN DOMELEN/LOCIWIENCIA/ Job,Ti cts.A.140 C.INI ro:AoAa_,___ MCGAOLFUROLIE 1 FirldAUF 1 Client....1:1\/ Consulting Engineers Job No, _By <044-, , ... Date....f.tel.Sheet No. E.'"1:4 OJ 10 0 Lop.0 O I"4 A A-ri 1 ,, , , Przo4 EC MO P4 C 4 0 Ft (41.41,,'ro4oh Art *A. opt ,°rore,,,4.- P"r2 4, Adze*: 1. 0 / 1 2. 0.56 To pigx„,,c,-rio/J OP W IA)* A II, , . . r '... 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I, ,1,-4 0 -- l'bi° 014 441— L4V&L, 34'itifS,.. 11 , , 0 el.//sic eeita ecr5 —raio 0,0' sraa reads j r, 447,dZerrilVe4 f. f0.I. r- 7,,,/,4,(.4,3) 0 /1.6 1 t; 3/,3 C,, ) I ,' ,s lovi 1 4 0 9./ e,f3 - /e,,,..9 p, . / r n 1 1 I ' 4 1 j ri I I 4 , I I ' 4 11 , I P ) 3933 SW Welly Ave, / Portland, Oregon 97201-4393 (503) 222-4453 ' '• . „ . . . „ '" • • • - " . .„ , . • ' .::.•o„. , . - • It„iii-, f'NJ .. . 4•' , . ....: . ., .:,......:,ysrrms PROFESSIONAL STRESS - PROGRAM NO. 16. 1 REV-310F.F2 *** . . , . • •• b„ .„ K ***-***************************************************************** . ,. . . ,. ••.• ..,. . . . . *** SYSTEMS PROFESSIONAL PROGRAM NO. 164.0 REV-20OC.F1 *** .... SPSTRESS INPUT GENERATOR ?I) OR 9D • .. 0 ,,..**".***0„,************************************************************ . TIGARD CINEMAS NORTHSIDE FRAME --tigardtr .gi 1 ''• • .044.****************************************************************** Al....L. INFORMATION PRESENTED IS FOR REVIEW, APPROVAL, INTERPRETATION ••; t: i 4017/ APPLICATION BY A REGISTERED ENGINEER .... .G. . COPYRIGHTNY SYSTEMS PROFESSIONAL4 1984. ******************************************************** 4.• AtkUUTURE - TIGARD CINEMAS NORTOSIDE FRAME---tigArdfr.g1 . G, 00A:I 53 OCE FRAME $ NUMBER or 5010TS 74 2 ... III 1"ftIE1.* OF IN 122 $ NUMBER OF LOADS 5 , • , HHIIIHII:.+! OF SUPPORTS 20 $ UNITS KIPS FEET III 33131 II MOTPS $ TRACE II.OTF. OLL $ STATG : ••••• JOINT COORDINATES , ..• 1 0.00 4.00 0.00 S 43 6 0.0Q 4 17.00 9 4.00 17.00 S $ 4.1„ 97000 4.00 20.56 S .. . F3.50 4.00 P9.75 9 $ 6 69.00 6,00 95.56 8 6.00 39.00 S $ 0 91 .50 6.00 44.00 S 01 .50 6.00 40.00 9 4, 10 102.00 6.00 36.00 El It 106.00 6.00 36.00 S $ 12 116.50 6.00 40.00 U •. ttt 1. 16.50 A.00 44.00 S $ 14 127.50 6.00 99.98 11 199.00 6.00 35.56 S $ 16 154.50 4.00 99.75 Li . 17 171 .00 2.00 23.56 S 4, 10 1E30.50 0.00 • 17.00 6 A 400.00 0,00 17.00 N $ eo 259.00 0.00 0.00 9 ',51 0.00 15.92 0.00 $ 20. 0.00 15,92 17.00 • - 19.50 15.92 17.00 4 24 37.0o 15.92. 03.56 53.5N0 15.94 49.75 $ 46 69.00 15.92 35.56 ,•.G,-,' •::.0. !:''...t.,) 15.92 99.9E $ 29 91 .50 15.92 44.00 91 .50 15.92 40.00 $ N) 102.00 15.92 A6.00 AI 100.0" 15.92 34..00 43 20 116.50 15.92. 40.00 ... A• -- 4...i. 1. 1 t...„„ Si...) 15.94 44.00 $ 34 127.50 15.92 09.98 ••••, ...,I., 1 i'' ',..,'I.,',)(' 15.92 35.56 $ 06 154.50 15.92 29.75 „1)(,) 15.92 23.56 $ 99 188.50 15.92 17.00 200.00 15.92 17,00 $ 40 208.00 1 .9P (...1.0,..) .• ,I. .1. ,,...,,,,„,y0 44.94 35.56 $ 44 90.50 24.92 99.89 f. • .k 1 .':1:;11) 04.92 44.00 $ 'k 9.1 .no 24.92 40.00 I, .0.. 24.92 11,,1i0 $ 46 106.50 04-92 24.00 16.50 P4.92 40.00 $ 40 116.50 a4.92 oq.00 ...,.. I• ..•'.'.."0 09 ' '.'1(:, 24.92 39. . 5 98 4, 50 19 9.00 04 09.89 $ 52 91 .50 .92 99.75 5.56 44.00 ',.0 „':::...,0 03.75 40.00 $ 54, 102.00 38,75 36.00 rr r...,..-rr(., 80.75 96.00 $ 56 116.50 30.75 40.00 s ' 114.50 89,73 44.00 $ 58 127.50 08.75 99.98 2, 21 .20 40.58 44.00 13 60 91050 42.58 40.00 GI A.5 ,05 42.50 36.00 $ 62 106.00 40,50 06.00 2A 1G,50 40.50 (4,0„3)13 4,., 64 116.50 42.59 43G1 ,2,G0 51 .42 4400, 3' 41, 91 .50 51 .42 40.00 102 .00 51 .42 96.00 13 48 106.00 91 ,42 36.00 . . 22 10h.50 51 .42 40.00 $ 74) 116.50 51 .42 44.00 • ' i . ''1 I A`,,,,"'. , (.0.) 55.42 96.00 $ 74 106.00 I III 62.25 96.00 '1 74 106.00 42.25 86.00 k:::.1.„,'„..„: :„.., r -r 1 IT III FS NiiiiliCAMM14,..." - - --- •"""•""•""•"""•""."---.."•-•"---''""---- '" - '-''. ' '••,,„.„..,,... ...,,.,,...............,...,...,.........,.....,......... . ...........,.......„..."-:-..••••_•••_•....,..............:.,;:...........,.:..i............,....,....:,.., '••••-,•,...•••:•':•:•:•:•••'1-:•:•;:••••-,•-:•••-'-' � � *"' .," �� +' ^�` 1�. �_ ��/ ^ ` __ '_ , `- | '• � ` ' ` . ' ' 2 . ~ _ `� - - � _ , ' - ' ' ��~� � 5 5 2: � 6 � 26 $ 7 7 27 $ 8 � �� « � ~ - 11 �1 31 $ t� 1� 32 ` 9 9 29 * �0 �0 � Bu � ',' 13 13 33 $ 14 14 34 $ 15 11 35 $ 16 16 36 / 17 17 37 $ 16 18 38 $ 19 19 • 39 $ 20 20 40 ' 21 21 22. $ 22 22 23 $ 23 28 24 $ 24 24 25 ' 25 25 26 $ 26 26 27 $ 27 • 27 29 $ 28 28 29 , 29 29 30 $ 30 30 31 * 31 31 32 $ 32 02 33 ' 334.` g� � $ 34 34 35 $ 35 35 36 $ 36 36 37 P 37 37 38 $ 30 38 39 $ 39 39 +0 $ 40 29 3P ' 41 26 41 $ +2 27 42 $ 43 28 43 * 44 29 44 ' k. 45 33 �8 46 31 46 $ 47 32 47 $ �5 30 ~5 $ ^ . 49 34 49 $ 50 35 50 $ 51 41 42 $ na 42 43 i53 +3 44 $ 54 44 45 $ �5 45 46 4' 56 46 47 y57 47 48 * 56 48 49 $ 59 49 50 $ 60 42 51 ' 61 43 52 $ ' 62 44 53 $ 63 *5 54 $ 64 46 55 ^ 65 47 56 $ 66 48 57 w 67 49 58 $ 68 •51 5e 54. `\ 69 52 53 $ 70 53 54 $ 71 � 55 $ 72 55 56 ~ 73 56 57 $ 74 57 58 $ 75 52 59 $ 76 53 60 77 54 �� 8 55 62 $ 79 56 63 $ 8V 57 64 ^ 81 59 60 $ 82 60 61 4' 83 61 62 $ 04 62 63 � � | 85 63 64 $ 86 59 65 $ 87 60 66 $ 00 61 67 89 62 /' * 90 63 69 $ 91 64 70 $ 92 65 *6 '� • 93 66 67 * 94 67 68 43 95 66 69 4' 96 69 70 ' / 97 67 71 $ 96 60 72 $ 99 71 7a ul 180 71 73 1.01 72 74 $ 102 73 74 $ 103 9 PS $ 10+ 8 29 /05 29 43 $ 106 20 44 4' 107 44 52 4' 108 43 53 .. 109 53 59 $ 110 52 60 $ 111 60 65 $ 112 59 66 . 118 12 33 $ 114 13 32 $ 115 33 48 $ 116 33 *7 '` 117 47 57 $ 118 48 56 $ 119 56 64 $ 120 57 _ 63 , '. 121 ba 70 $ 122 64 69 ' uMl [S KIPS INCHES 5ONSTHNT8 E 29000 ALL ^ UNITS 'ZAPS INCHES - - • .'..•'' nEnBER PROP pRzB AX 0,05 AY 3-7* AZ 5. 18 IK 0.38 17 19.5 IZ 291 .0 � | THRU 2 *FIRST LEVEL3Ep�./�ToCOLg� o. �8 IX 0 g8 IV i9 6 IZ 29� .0 BElo -20.5� nEp8Ek PROP PRIS Ax 8,05 *v . . ' ' 3 huh 7 *FIRST LEVEL COLS ROTATED Cu � q4 Ty �7 7 IZ ��1 0 BETA -28.5� � nEnBE* PROP PRIS AX 15,6 AY 5. 15 AZ. 10.64, IX . ^ . 8 *FIRST LEVEL COL. ROTATED CH MEMBER PROP PRIS OX 15,6 AY 5. 15 AZ 10,64 IX 1 .94 IY 57.7 IZ 544 .0 1 .' *.14A p *FIRST LEVEL ENTRY COL ` �'� rEM8ER PROP PRIS AX 0.85 AY 3.74 AZ 5. 18 (X 0,38 IV 19.6 IZ 291 .0 :.I' |^ THRU it *FIRST LEVEL ENTRY COLS ~ ..'.I. EM� R- P; OP PRIS A% 15..6577 lZ 5410� AY 5, 15 8Z 10.64 1X 1 ,94 AY . . 12 *FIRST: LEVEL. 5ENTRY ZCOL 64 1K 1 q� FY 57 7 IZ 5�| .0 ��TA 20^�6 �= 6 �Y �u o , [ nEnBER PROP PRIS AX ^ - �, � `�� ,^ ' .`` ^ . "' . ' ^^ � .~ ' . _- �` AVBER PROP pRlSwF[RS''AX 8LEVEL5 AY 3COL ROTAlED.7A AZ �CCW IX 0,38 17 19,6 IZ 541 ,0 BETA 20^56 ' ' ` /4 THRU 10 eFIRS*FIRST' LEVEL COLS ROTATED CCW ` wEn8FR PROP PRIS AK 9.85 AY 3.74, AZ 5. 18 IX 0.38 Iv 19.6 /Z 091 ,0 t9 THRU 27 *FIRST LEVEL HE5T COLS AND FIRST LEVEL DEANS . � nEMBER PROP PRIS AX 15.6 AY 5. 15 AZ 10,64 IX 1 .94 IV 57.7 IZ 541 .0 28 *FIRST LEVEL DEAN . ' nEUOER PROP PRIS AK 8,85 AY 3.74 AZ 5. 10 IX 0.30 TY 19.6 IZ: 291 ,0 � *FIRST: LEVEL. BEAMS / �r-. n29PnEu' PROP PRIS*AX 15-6 AY 5, 15 AZ 10.64 IX 1 .94 Iv 57.7 IZ 541 .0 � ` 92 *FIRST LEVEL 8E*M ~. : nBnBEP PROP PRIS Ay 8.85 AY 3.74 AZ 5- 10 IX 0.38 IY 19.6 I: 291 .0 � x33RTHRUR+ )OP PK16*FlRSTAX 8LEVEL5 AY 38EnMSZ 5^ 18 [X 0.30 1Y 1926 I. 291 .0 nETA -20.56 ` 41 THRU 42 *SECOND LEVEL COLS �RO[8TEDICW1 �� Iy 57 7 I� �4l 0 BFTA -20.56 EM8ER PROP P�I� AX 15 6 AY � �o n �o,�y n . . - �^ n ^ ^ ~ ' ' - -- ^u *SECOND LEVEL COL, ROTATED CW HEM8ER PROP PRIS AX15.6 AY 5. 15 AZ 10,64 IX 1 .94 17 57.7 12 5+1 .0 ^(.4. *SCONo LEVtL �NTRY COL • .....-_-.'~ ^~'-,=~=,"��.`==`~,,�==�-°~= -~-,-_�.~~-_.....~=_~=~�~==�~��`�="=.==°�===�=��===�"==^=_==-=== •'.1••''''',•',••(''''..'11,,,.':.•,...,,,• ''.',.••••••,•••••••••,.. �_ �_ '*~• /�� . ��• � � . .,`' N. � • ' ^.5 THPU 46 *SECOND LEVEL ENTRY COLS � � n��nuER PROP PRI8 AX 15..6 AY 5- 15 AZ 10.64 IX 1 '94 IY 37.7 IZ 541 .0 �+�� . - ',r *SECOND LEVEL EMIR , CUL nswvER PROP PR'S AX 15.6 AY 5. 15 AZ 10.64 TX 1 ,94 TY 57.7 IZ 541 .0 BETA 2u.56 4e *SECOND LEVEL COL ROTATED CCW MENDER PROP PHIS AX 8.05 AY 3.74 AZ 5. 18 IK 0.30 JY 19.6 IZ 291 .0 BETA e0.5.6 49 T*RU 50 *SE8OND LEVELCOLS ROTATED CEW ncnBER PROP PRIS AX 8.05 Ay 3.7k AZ 5. 18 IX 0.30 IV 19.6. lz 291 .0 s1 THRU 52 *SECOND LEVEL PENIS nEmyER PROP PHIS AX 15.6 AY 5. 15 AZ 10,6+ IX 1 ,9+ IY 57.7 IZ 541 .0 53 *SECOND LEVEL DEAN ^ MENDER PROP PRIS AX 8.05 AY J.7* AZ 5. 18 %X 0.38 IY 19.6 12 291 .0 3+ rHRO 56 *SECOND LEVEL DEANS • MENDER PROP PRIS AX 15.6 AY 5. 15 AZ 10.64 IX 1 .94 IY 57.7 I? 541 .0 ' 57 *SECOND LEVEL BEAM MENDER PROP PRIS Ax 8.85 AY 8.74 AZ 5. 18 IX 0.30 IY 19.6 12 291 .0 ' 58 THRU 59 *SECOND LEwEL BEAMS ncnUER PROP PRIS AX 8.85 Al 3.74 A2 5.18 IX 0.88 IY 19.6 l2 291 .0 BETA -.20 ,56� 6` *THIRD LEVEL COL ROTATED Cu 1111411,1EE PROP PRIG AX 15.6 AY 5. 15 AZ 10.64 IX 1 .94 IY 57.7 12 541 .0 BETA -20.56 *1 *THIRD LEVEL COL ROTATED Cu ' MENDER PROP PRIG AX 15.6 AY 5. 15 AZ 10. 64 IK 1 .94 IY 57.7 IZ 541 .0 62 *rHIRD LEVEL ENTRY COL iEMpER PROP PRIS AX o.a5 AY 8.7+ AZ 5. 16 IX 0.38 TY 19.6 IZ 291 -0 6' 63 THRU 64 *THIRD LEVEL ENTRY COLS : MENDER PROP PREg OX 15.6 AY 5, 15 AZ 10.64 IX 1 .94 IV 57.7 1Z 541 .0 . 6, 65 *THIRD LEVEL ENTRY CDL nLwyE|� PROP PRIS AX 15.6 AY 5~ 15 AZ 10.64 IX 1 .94 IY 57.7 IZ 541 .0 BETA 20.56 ' 66 *THlRD LEVEL CAI! ROTATED CCW / MENDER PROP PRIG AX 8.05 AY 8.74 AZ 5. 10 TX 0.3u 1Y 19,6 1Z 291 '0 BETA 20,56 67 *THIRD LEVEL COL ROTATED CCW wzM8ER PROP PRIS AX 8.85 AY j.74 AZ �, 1w IX 0,88 IV 19.6 TZ 291 ,0 . 68 *THIRD LEVEL ElEAM 6 |"E11BER PROP Pk16 AX 15.6 AY 5. 15 AZ 10,64 JX 1 ,94 IY 37.7 IZ 541 ,0 � 9 *THIRD LEVEL BEAM MENDER PROP PRIS AX 8.85 AY 3.74 HZ 5. 10 IX 0.38 IY 19,6 IZ 291 .0 .� n' `o*U 72 *THIRD rEvEL PEONS xEn8ER PROP PRIS ox 1n.6 AY 5. 15 HZ 10.64. IX 1 ,94 IV 57.7 %Z 541 .0 67.:i *THIRD LEVEL DEAN 4//-N8ER PROP PRIG AX 8^85 AY 3.74 AZ 5. 18 IX 0.38 IY 19.6 IZ 291 .0 w* *THIRD LEVEL BEAM ", n�nyER PROP [RIs AX 15.6 AY E. 15 AZ 10.64 IX 1 .94 TY 57.7 IZ 541 .0 DETA -20.56 4 *FOURTH rEVEL CVL P0T&TED cW M///vER PROP PRIS AX 15.6 AY 5. 15 AZ 10.64. IX 1 .94 IY 57.7 lZ 541 .0 *FOURTH LEVEL ENTRY COL . 1nxBER PROP PRIS AX 0.85 AY 3.74 AZ 5~ 18 iX 0,@B IY 19.6 TZ 291 ,0 -.7' 111R1178 *FOUR7H LEVEL ENTRY COLS ' Hr.noER PROP PRIS AX 15.6 AY 5- 15 HZ 10.64 IX 1 ^94 IY 57.7 I 564 .0 '9 *FOURTH LEVEL ENTRY COL .v | |8ER PROP PRIS AX 15.6 AY 5. 15 AZ 10.6+ Ir 1 .94 IY 57.7 IZ 541 .0 nETA 2( ,�6 ,^ *FOURTH LEVEL COL ROTATED CCW „ 0En1,10p PROP PPIP AX 15.6 AY 5- 15' AZ 10.64 IX 1 ,94 TY 57.7 ]Z 541 .0 EN, *FOURTH LEVEL BEAM ncnGEn PROP FRCS AK 8,85 0Y 2.74 AZ 5, 18 IX 0.30 IY 19.6 IZ 291 .0 ME THEN 84 *FnURTH LEVEL. DEANS ' ! MENDER PROP PRIS AX 15.6 AY 5. 15 AZ 10.64 IX 1 .94 TY 57.7 /2 541 ,0 ' • 55 *FOURTH LEVEL DEAN //n�BER PROP PRIS AX 15.6 AY 5. 15 AZ 10.64, TX 1 ,94 7Y 57.7 lE 541 .0 DETA -a0.56 • n6 *FIFTH LEVEL CUL ROTATED CW MENDER PROP PRIS AX /5,6 AY 5- 15 AZ 10.64 IX 1 .94 IY 37.7 {E 541 '0 07 *FIFTH LEVEL ENlRY COL nEnBER PROP PRIS AX 8.r5 A1 3.74 AZ 5, 10 IX 0^30 YY 19.6 [Z 29| ,0 98 rHRU 89 *FIFTH LEVEL ENTRY CUES nEMBER PROP PRIS AX 15.6 AY 5. 15 AS 10.64 IX 1 .94 1Y 57.7 1Z 541 .0 90 *FIFTH LEVEL ENTRY Cot ',11/��,,/w11, '~- ^ �`r� '�~' '�� - �~ J. , ' . � . � �� . •• •••••••••••• •••••••••-•••••••-•.•••••••••••••••••••••••• �� .. . v| *FIFTH LEVEL COL ROTATED CCW / MENDER 0�Em8ER �R�P PRIS AX 15.� AY 5. �� ,64 IX 1 ,�4 �Y 57.7 �Z 541 .0 � . | v2 *UPPER BEAM MENDER PROP PRIS AX 8.85 AY 3,74 AZ 5. 18 IX 0.38 IY 19.6 14 291 .0 ` 93 THRU 95 *UPPER BEAMS MENDER PROP PRIS AX 15.6 AY 5. 15 AZ 10.64 • IK 1 .94 IY 57.7 IZ 541 .0 96 *UPPER BEAM MENDER PROP PRIS AX 8-05 AY 3,74 AZ 5. 18 IX 0-38 lY 19.6 I4 291 .0 *7 THRU 100. *UPPER DEANS e. COLUMNS • MENDER PROP PRIa AX 1.77 AY 1 .77 HZ 1 .77 IX 0.50 1Y V.25 1Z 0.en 103 THRU IP2 *ROD BRACING 11' UNITS KIPS FEET LOADING NO. 1 DEAD LOAD _ MENDER LOADS ! *CANOPY ROOF DL + MEMBER DL (FIRST LEVEL 0EAp8) 22 FORCE Y UNIFORM W -. 106 THRU 27 33 FORCE Y UNIFORM W -. 106 THRU 38 - ' vV FORCE Y UNIFORM W -.090 21 FORGE Y UNIFORM W -°063 39 FORCE V UNIFORM W -.063 21 FORCE v CONC P -1 . 15 FRAC L .5 • 39 FORCE v CONC P -1 . 15 FRAC L .5 �e FORCE Y UNIFORM H -.063 - 32 FORCE Y UNIFORM W -.063 29 FORCE Y UNIFORM W -.090 31 FORCE Y UNIFORM W -.090 89 FORCE Y CONC P -1 -09 FRAC L .5 : 31 FORCE Y COuC P -1 ,09 FRAC L .5 30 FORCE V UuIrOkM W -.053 *GRATING & TS DL TO DEANS � z6 FORCE v UNIFORM W -.000 THRU 27 93 FORCE Y UNIFORM W -.080 THRU ati, 29 FORCE Y UNIFORM W -.880 � o| FORGE Y UNIFORM W -.080 52 FORCE Y UNIroRM /4 -.080 59 FORCE Y UNIFORM W -.080 54 FORCE Y UNIrORM W -.090 .' 5u FORCE Y UNIFORM u -.0H0 ' 70 FORCE V UNIFORM H -.080 72 FORCE Y UNIFORM H -.080 ^ 82 FORCE Y UNIFORM W -.890 84 FORCE. Y UNIFORM W -.080 „.^ *DEAN DL ONLY � •� 51 FORCE Y UAIpORM W -.053 THRU 59 68 FORCE v UN1FOrM W -.053 THRU 74 91 FORCE V UNIFORM W ~.051 THRU 05 92 FORCE Y UNIFORM u -.053 THRU 96 99 FORCE Y UNIFORM W -,053 / 10� FORCE V UNIFORM W -.053 ' JOIN[ LOADS ' 2/ FORCE Y -.57 40 FORCE Y -.57 • 24 FORCE V -.72 • 37 FORCE Y -.7P 25 FORCE Y -2, 16 36 FORCE V -e. 16 26 FORCE V -2^52 ' 35 FORCE Y -2.52 27 FORCE: V -2.70 34 FORCE. Y -2.70 . LOOPING No. 2 LIVE. LOAD MEMBER LOADS 21 FORCF Y CQNC P -1 °�1 Ftv4C L .5 39 FORCE Y CONC p -1 .91 pR�� L -� . � . ^,• •.�= �=====.��`�=.��`��`��^��=�� •�. �_ u=.''. • •�, �_ " - . JJ FORCE Y UNIFORM W -.088 TIRO 38 29 FORCE Y UNIFORM W -.063 � �� y\ FORCE Y UNIFORM W -`063 �v~' +0 FORCE Y UNIFORM. W -.069 29 FORCE Y CONC P 1 .82 FRAC' L .5 . FRAC' 31 FORCE Y CONC P -1 .82 FRAC L .5 ./o{NT LOADS 21 FORCE Y -0.96 40 FORCE Y -0.96 - 24 FORCE Y -1 .20 37 FORCE Y -1 .20 25 FORCE V -3.60 ' 36 FORCE Y -3.60 ' 26 FORCE Y -4.20 35 FORCE Y -4.20 Lv FORCE V -4.50 ' J4 FORCE V -4.50 LOADINg NO. 3 WIND LOAD MEMBER LOADS *WIND ON 9EAMS & COLS / FORCE Z PROJ UNIFORM u -.032 THRU 20 . 22 FORCE Z PROJ UNIFORM W -.032 THRU 27 eY FORCE Z PROJ UNIFORM W -.032 THRU 31 33 FORCE Z PROJ UNIFORM W -.032 THRU 38 +0 FORCE. Z PROJ UNIFORM W -.032 THRU 52 5+ FORCE Z PROJ UNIFORM W -.032 THRU 56 58 FORCE Z PROJ UNIFORM W -.032 THRU 59 .. 60 FORCE Z PkO7 UNIFORM W -.037 THRU 68 70 FORCE Z PROJ UNIFORM W -.037 THRU 72 7(4 FORCE Z PROJ UNIFORM W -.037 THRU 80 02 FORCE Z PROJ UNIFORM W -,037 THRU 84 e6 FORCE Z PROJ UNIFORM w -.046 THRU 91 93 FORCE Z PROJ UNIFORM W -,0+6 THRU 95 �• 97 FORCE Z FPOUNIFORM W -.0�6 THRU 10� ^ � ~ *WIND ON GRATING '; 22 FORCE Z PROJ UNIFORM H -.016 THRU 25 a5 FORCE Z PROj U�IFORM H -.016 THRU 38 ' i a� FORCE Z PROJ UNIFORM N -.059 THRU P7 1,2.9 FORCE Z PROJ UNIFORM W -.059 / 3z FORCE Z. PROJ UNIFORM W - 059 ' . ^ 33 FORCE Z PROJ UNIFORM W -.059 THRU 34 / 52 FORCE Z PROJ UNIFORM H -,095 � 54 FORCE Z PROJ UNIFORM W -.095 � 36 FORCE Z PROJ UNIFORM W -.095 , '58 FORCE Z PROJ UNIFORM W -.095 5/ FORCE Z PROJ UNIFORM W -.0*3 39 FORCE Z PROJ UNIFORM W -.043 oy FORCE Z PROJ UNtrORM W -.052 7(4 FORCE Z PROJ UNIFORM W -.052 '"v FORCE' Z PROJ UNIFORM W -. 104 72 FORCE Z PROJ UNIFORM W -, 104 8£ FORCE Z PROJ UNIFORM W -. 116 ' o^ FORCE Z PROJ UNIFORM W -. 116 93 FORCE Z PPM) UNIFORM W -,064 95 FORCE Z PROJ UNIFORM W -.064 4..00D[NG NO. v DEAD + LIVE 541M8IwE 1 1 .00 a 1 .0V |00DING NO. 5 DEAD + WIND / CVMBJHE 1 1 .00 J 1 .00 • Un/TG KIPS E[ET SoL.VE pqOBLEM CORRECTLY SPECIFIED" GkF.CUlI /H TO PROCEED. ,...,..: .11r2,,„,,....;',L ' •^� '�� . ` _ ' � � . �� _--_ ~ ^ • ' ~^~. , '~- -__ � , ' ' ' el V. ^ � . . STRUCTURE - TISARD CINEMAS NORTHSIDE FRAME---tigerdfr.g1 �..........====6.t.wft...........1,..�,,,,,,,,,,,,, ,,,...,.m....,........,====...m,=====,........====.,m===..,== ^ (UNITS IN FEET AND KIPS) MEMBER PROPERTIES' , AREAS MOMENTS OF INERTIA CONSTANT MEMBER LENSTK X-AXIS Y-AXIS Z-AXIS X-AXIS Y-AXIS Z-AXIS E 1 11 .92 6, 1E-02 2^6E-o2 3.6E-w2 1 .8E-05 9.5E-04 1 ,4E-02 4.2E+06 2 11 -92 6. 1E-02 2.6E-0e 3.6E-02 1 .8E-05 9.5E-04 1 .4E-02rii ,2E+06 B 11 .92 6- 1E-02 2.6E-02 3.6E-02 1 .8E-05 9.5E-04 1 .4E-02 4.2E+06 ' 4 11 ,92 6. 1E-02 2.6E-02 3.6E-02 1 .8E-05 9.5E-04 1 .4E-02' 4.2E+06 -• 5 11 .92 6. 1E-02 2.6E-02 3.6E-02 1 .8E~05 9.5E-04 1 ,4E-02 4.2E+06 6 9.92 6- 1E-02 2.6E-02 3.6E-02 1 ~8E-05 9.5E-04 1 .4E-02 4.2E+06 7 9.92 6. 1E-02 2.6E-02 3,6E-02 1 .0E-0S 9.5E-04 1 -4E-02 4.2E+06 ` , 8 9.92 1 . 1E-01 3.6E-02 7.+E-02 9.4E-05 2.8E-03 2.6E-02 4.2E+06 9 9.92 1 . 1E-01 1,6E-02 7.4E-02 9.4E-05 2.8E-01 2.6E-02 4.2E+06 � 10 9-92 6. 1E-02 2.6E-02 1.6E-02 1 .8E-05 9.5E-04 1 .4E-00 4.2E+06 \ �. ' 11 9.92 6. 1E-02 2.6E-02 3.6E-02 1 .8E-05 9.5E-0+ 1 .*E-02 4.2E+06 l2 9.92 1 . 1E^01 3,6E-02 7.4E-02 9,4E-05 2.8E-03 2.6E-02 4.2E+06 /3 9.92 1 . 1E-01�E 01 3'6E-02 7.4E-02 9.4E-05 !.2E- 3 2^6E-02 +.2E+06 ' i .- ', 6E-02./ 14 9.92 6. 1E-02 2,6E-02 1.6E-02 1 .8E-05 7.5E-04 2,6E-0P 4.2E+06 15 9.92 6. 1E-02 2.6E-02 3.6F-02 1 .� -0� 9.5E-04 2.6E-02 4.2E+06 1 .80.-051a 11 .92 6. 1E-02 2,6E-02 3.6E-0g 1 .8E-05 9.5E-0+ 2,6E-02 4.2E+06 17 13.92 6. 1E-02 P.6E-0R 3.6E-02 1 .0E-05 9.5E-04 2.+E-02 4.2E+06 ' 18 15.92 6. 1F-02 2. 6E-02 3.6E-02 1 .8E-05 9.5E-0+ 2,6F-02 4.2E+06 ' .� 19 15.92 6. 1E-02 2.6E-02. 3.6E-02 1 .8E-05 9'5E-04 1 .4E-02 4.2E+06 \ 20 15°92 6- 1E-02 2,&E-02 3.6E-02 1 .HE-05 9.5E-04 1 .4E-02 4.2E+06 21 17.00 6. 1E-02 2,6E-02 3.6F-02 1 .8E-05 9,5[-04 1 .4E-02 4'2E+06 v. 22 19.50 6. 1E-02 2.6E-02 1.6E-02 1 .8E-05 9.5E-04 1 ,4E-02 4.2E+06 <4i• '! 23 18.69 6. 16-OP 2.61E-02 3.6E-02 1 .0E-05 9.5E-04 1 .4E-02 +.2E+06 '',N � 24 1762 81E-02 262-02 3.6E-02 1 ~8E-05 9.5E-0+ 1 .4E-02 4.2E+06 , 25 1655 6. 1E-02 2.6E-0B 3,6E-02 1 .0E-05 9.5E-04 1 .4E-02 4.2F+06 ' 26 12-28 6^ 1E-02 2.6E-02 3.6E-82 1 -8E-05 9,5E-0+ 1 .4E-02 4,2E+06 ^ , 27 11 .75 6. 1E-02. 2 6� 02 3.6E-02 1 BE-05 9 �E-04 1 4�-0� 4 2E+06 �� . . _ , . , . ~ ..28 4 00 1 1E-01 3^6E-02 7.4E-OP 9-4E-05 2.0E-03 2,6E-02 4^2E+06 •� � 89 11 ,24 6. 1E-02 2.6E-02 3.6E-02 1 .8E-05 9,5E-04 1 .4E-02 +.2E+06 30 4.00 6~ 1E-02 2.6E-02 3.6E-02 1 ,8E-05 9.5E-04 1 .4E-02 4.2£+06 ^ � 31 11 .24 6. 1E-02 2.6E-02 3.6E-02 1 .8E-05 9,5E-04 1 .4E-02 *.2E+86 ` 32 4 00 1 1E-0i 3 6E-02 7 4E-02 9 4E~''5 2.8E-OA 2.6E-02 4.2F+06 , ' . , . 33 11 .73 *. 16-02 2.6E-02 1.6E-02 1 .0E-05 9,5E-04 1,4F-02 4.2E+06 34 12,28 6. 1E-02 2,6E-02 3.6E-02 ' 9E-05 9,5E-04 1 .4E-0e 4-2F+06 | � �3 16^55 6. 1E-02 2.6E-02 3,6E-0,:..„,. 1 .8F-05 9.5E-04 1 .4E-02 4,2E+06 36 17.62 6, 1E-02 2,6E-02 3.6E-02 1 -8E-05 9.5E-04 1 ,4E-02 4.2E+06 ` 37 18.69 6. 1E-02 P.6E-02 3.eLE-02 1 .8E'05 9,5E-04 1 .4E-02 4.2E+06 | • 38 19.50 6. 1E-02 2,6E-02 3.6E6.02 1 .8E~05 9,5E-04 1 .*E-02 4.2E+06 1. 39 17.00 6. 1E-02 2,6E-02 3.6E-02 1 .0E-05 9.5E-04 1 .4F-02 4,2E+06 ` 40 25 00 6. 1E-02 2.6E-02 3 6E-02 1 ^8E-05 9,5E-04 1 .4E^02 4,2E+06 ^ ' ^ ` • 41 9.00 � 1E-02 2.8E-02 8.aE-02 1 .8�-05 9.5E-04 1 .4E-02 4.2E+06 C ^ ^ 5 5E 0� | �E 02 � �E+06 � , '• 42 9.00 6. 1E~02 2.6E-02 3.6E-02 1 ^8E-0 9. - . - . 43 9.00 1 . 1E-01 3.6E-02 7,4E-02 9.4E-05 2.8E-03 2,6E-02 4.2E+06 | � ++ 9.00 1 , 1E-01 3.6E-OP 7.4E-02 9.4E-05 2.0E-03 2,6E-02 4 .2E+06 45 9.00 6. 1E-02 2.6E-02. 3-6E-02 1 .8E-05 9.5E-0+ 1 ,4E-02 *-2E+06 ^ 46. 9.01 6. 1E-02 2.6E-0a 3.6E-02 1 .8E-05 9,5E-04 / .4E-02 4.2E+06 . 47 9.00 1 , 1E-01 3.6E-02 7.4E-02 9.4E-05 2.8E-03 2.6E-02 4.2E+36 4B 9.00 1 . 1E-01 3.6E-02 7.4E-0P 9.4E-05 2.9E-03 2.,'_E-02 4.2E+06 49 9.00 6. 1E-02. 2.6E-0P 3.6E-02 1 ,8E-05 9.5E-04 1 .4E-02 4.2E+06 50 9.00 6. 1E-02 2.6E-02 3.6E-@2 1 -8E~05 9.5E-04 1 .4E-02 4.2E+06' 51 12.28 6. 11E~02 2.6E-02 '3.6E-02 1 .0E-05 9,5E-04 1 .4E-0P 4-2E+06 52 11 °75 8, 1E-02 2^8E~02 3.6E-02 1 .8E-05 9.5E-04 1 .4E-00 4.2E+06 =�^ �~ -`--' '-. =�~~~==~~ p ,„ •==='= ``===�====� ) ' � •... .,, ,., , � 5+ / 1 -24 6. |E-02 2.6E-02 3.6E-0£ 1 ~8E-05 9,5E-04 1 .4E-0a 4.2E+06 55 4.50 6. 1E-08'2.6E-02 3.6E-02 1 .8E-05 9.5E-04 1 .4E-02 4.2E+06 ea , „ , 56 10,77 6. 1E-02 2.6E-02 3.6E-02. 1 .0E-05 9.5E-04 1 .4E-02 4.2E+06 57 4.00 1 . 1E-01 3.6E-02 7.4E-02 9.4E-05 2,0E-03 2.6E-02 4.2E+06 58 11 .75 6. 1E-02 2.6E-02 3.bE-0a 1 .0E-05 9.5E-04 1 .4E-o2 4.2E+06 ) 59 18.28 6. 1E-0e 2.6E-02 3.6E-02 1 .8E-05 9.5E-04. 1 .4E-08. 4,2E+06 ' 60 0.83 6. 1E-02 2.6E-02 3.6E-02 1 .8E-05 9.nE-04 1 .4E-02 4,2E+06 6/ 8.88 1 . 1E-01 3.6E-02 7.4E-02 9.4E-05 2.0E-03 2-6E-02 4.2E+06 . 62 0.03 1 . 1E-01 3.6E-02 7.4E-02 9.4E-05 P.SE-03 2.6E-02 4,2F+06 63 8-03 6. 1r-OP 2.6E-02 3.6E-02 1 .8E-05 9.5E-04 1 .4E-02 4.2E+06 64 8.04 6. 1E-02 2.6E-rya �.�F-02 � .�E-0� 9.5E-V4 � .�E-V� 4.2E+0� ^ 0 65 8.83 1 . 1E-01 3.6E-02 7.4E-02 9.4E-05 2.8E-03 2,6E-02 4.2E+06 . 66 0.03 1 . 1E-01 3.6E-02 7.4E-02 9.4E-05 2~8E-03 2.6E-02 4.2E+06 / 67 8.83 6. 1E-02 2,6E-02 3.6E-0P 1 ,8E-05 9.5E-04 1 .4E-02 4.2E+06 ` 68 11 -75 6. 1E-02 2.6E-02 3.6E-02 1 .8E-05 9,5E-04 1 .4E-02 4.2E+06 , ` 69 4.0o 1 . 1E-01 3.6�-02 7.4E-02 9.4E-05 2.BE-08 2.6E-02 4.gE+0� * ' ' 70 11 .24 6. 1E-02 2.6E-02 3.6E-02 1 .8E-05 9^5E-04 1 .4E-02 4-2E+06 � ' 71 4.00 6. 1E-02 2.6E-02 3.6E-02 1 .8E-05 9.5E-04. 1 .4E-02 4.2E+06 i 72 11 .e4 6. 1E-02 2,6E-0P 3.6E-02 1 .8E-05 9.5E-04 1 ,4E-02 4,2E+06 | 73 4 V0 � 1E-01 3 6E-o2 7.4E-02 9 4E 0� 2.8E-03 2 6E 02 4. ��+06 ' ' ^ ^ ` ~ - ^ - ' l 74 11 .75 8. 1E-02 2.6E-02 3.6E-02 1 ,8E-05 9.EE-04 1 .+E-02 4.2F+06 | /n 8.03 1 . 1E-01 3,6E-02 7.4E-02 9.4E-05 2,0E-03 2.6E-02 4.2E+06 i 76, 8,B3 1 - 1F-01 3,6E-02 7.4E-02 9.*F-05 2.0E-03 2-6E-02 4.2E+06_ / 77 0.83 6. 1E-OP 2.6E-0a 3.6E-02 1 .8E-05 9.5E-@4 1 .4E-02 4.2E+06 78 8.03 6. 1E-82 2.6E-02 3.6E-02 1 .8E-05 9.5E-04 1 .4E-02 4.8E+06 . ^ • ^ 79 8-83 1 . 1E-01 3.6E-02 7.4E-02 9.4E-05 2-�E-03 2.6E-02 �.�E+06 0. y0 8.83 1 . |E-01 3.6E-02 7,4F-02 9.4E-05 2-0E-8a 2,6E-02 *,2E+06 � ' u| 4.00 1 . 1E-01 3.6E-OP 7.4E-02 9.4E-05 2.8E-03 2.6E-02 4,2E+06 ,' 82 11 .24 6, 1E-02 2.6E-02 3,6E-02 1 .0E-05 9.5E-04 1 ,4E-02 4.2E+06 ' 83 4.00 6. 1E-02 e.8E-02 3,6E-02 1 -0E-05 9.5E-04 1 .4E-02 4-2E+06 ` 84 11 .24 6. 11 '02 2.6E-02 3.6E-0a 1 .8E-05 9.5E-04 1 .4E-02 4.2E"06 85 4.00 1 . 1E-01 3.6E-02 7.4E-02 9.4E-05 2.9E-06 2,6E-02 4.2E+06 / ._ 96 8.94 1 . 1E-01 3.6E-02 7.4E-02 9.4E-05 2.8E-03 2.6E-02 4.2E+06 � 87 8.84 1 . 1E-01 3.6E-02 7.4E-02 9.4E-03 2.8E-03 2.6E-02 4.2E+06 88 8.04 6. 1E-02 2.6E-02 3-6E-02 1 .8E-05 9"5E-04 1 .4E-02 4.2E+06 � i 89 8.04 6. 1E-02 2.6[-02 3.6E-02 1 .0E-05 9,5E-04 1 .4E-02 4.2E+06 90 8.84 1 . 1E-01 3.6E-0P 7.4E-O2 9,4E-05 2.8E~03 2.6E-0H 4.2E+06 ] . 91 8,84 1 . 1E-01 3.6E-02 7.4E-00 9.4E-05 2.8E-03 2.6E-02 4.2E+06 �2 4-00 1 . 1E-01 3.6E-02 7,*E-02 9-4E-05 2.8E-03 2.6E-02 4.2E+06 ` "3 11 .24 6. 1E-02 2,6E-00 3.6E-02 1 .0E-05 � 5E-0+ 1 .4E-OP 4 2F+06 � ' ' ^ ^ | 94 4,00 6. 1E-02 2.6E-02 3.6E-02 1 ,8E-05 9.5E~0+ 1 ,4E-02 4.2E+06 ^ " 95 11 .24 6, 1E-02 2.6E~02 3.6E-02 1 .BE-05 9.�E-0� 1 .4E-(2 4.2E+06 .. 96 4-00 1 - 1E-01 3,6E-02 7.4E-02 9.4E-05 2,8E-03 2.8E-0P +.2E+06 97 4.00 6. 1E-02 2.6E-02 8,6E-02 1 .8E-o5 9.5E-04 1 ,4E-02 4.2E+06 ' . 98 4,00 6- 1E-02 2.6E-02 3.6E.-02 1 .8E-05 9.5E-04 1 .+F.'o2 4.2E+06 99 4,00 6. 1E~02 2.6E-0P g.6E-0P 1 .8E-05 9.5E-04 / .*E-02 4,2E+06 100 6-83 6, LE~02 2,6E-02 3,6E-02 1 .8E-05 9.5E-04 1 .4E-02 4.2E+06 ' 101 6,03 6. 1E-02 2.6E-02 A6E-02 1 8E-05 9 5E-04 l �E�n2 � 2E+06 ' . . . - . /«P 4,00 6. 1E-OP 2 6E�02 3.6E-0� 1 8E-0� 9 5�-�� 1 4E-02 4.0E+06 , . . . ` • 7 �` �"A 10. 0 1 .2E-02 1 .2E-02 1 .0E-02 2.4E-05 1 .2E-05 1 .2E-»5 4.2E+06 |')4 10.70 1 .2E-02 1 .2E-02 1 .2E-02 2,4E-05 1 .2E-05 1 ,2E-05 4.2E+06 [ 105 9.95 1 -2F-02 1 .0E-02 l .2E-02 2.4E-05 1 .aE-o5 1 .2E-05 4.2E+06 / |{`6 9.65 1 ,2E-o2 1 .0E-02 1 .2E-o2 2.*E-05 1 ,2E-05 1 ,2E-05 4.2E+06 \07 9.69 1 ,2E-02 1 ,2E-02 1 . 2E-00 2.+E-05 1 .2E-05 1 .2F-05 4.2E+06 � /09 9,69 1 .8E-02 1 .3E-0P 1 .2E-02 2,4E-05 1 .2E-05 1 .2E-03 4.PE+06 . 109 9.69 1 .2E-02 1 .2E-02 1 ,2E-02 2.4E-05 1 .2E-05 1 .2E-05 4.2E+06 i 0' - / 10 9.69 1 .202. 1 .2E-02 1 .2E-02. 2.4E-05 1 .2E-05 1 ,2E-05 4.2E+06 ` ) 11 9.70 1 .2E-02 1 .2E-02 1 .2E-02 2,4E-05 1 .2E-05 1 .2E-05 4.2E+06 1 /2 9.70 1 .0E-0B 1 ,0E-02 1 .0E-02 2.4E-05 1 .2E-.0':.'.' 1 .2E-05 4 .2E+06 ,`� ''� 1 /3 10.70 1 .2E-02 1 ,0E-02 1 ,2F-02 2.4E-05 1 .2E-05 1 .2E-05 4.2E+06 11+ 10,70 1 ,2E-02 1 .2E-02 1 .2E-02 2,4E-05 1 .0E 1 2E-o5 + 2E+0u ^ ` ^ | 115 9.85 1 .2E-02 1 .2E-02 1 .2E-02 2.4E-05 1 ,2E-05 1 ,0E-0',',',' 4. PE'06 ' 116 9-85 1 -2E-02 1 -2E-02 1 .2E-02 E,4E-05 1 .2E-05 1 .2E-0!, 4-2E+0+ � 117 9.69 1 .2E-02 i .e -0� 1 .�E-�2 B.iE-05 1 .2E-05 1 .2E-0� +.2E+06 . { E 1i8 9.69 1 ^2E-02 1 ,2E~02 1 °2E-02 e.ew~05 1 ,2E-05 1 .2r-85 4.PE+06 / 120 9.69 1 .2E-02 1022-02 1 0.4E-05 1 .2E-05 -05 4.2E+06 f10111' 121 9.70 1.2E-02 1.2E Or 4.2E-02 0.4E-OS 1 1 .0E-05 4.2E+06 122 9.70 1 .22-o 1 -02 1 .2E-02 2.4E-05 1 .2E-05 1 .2E-05 4.2E+06 • - , ..:10104, . . STRUCTURE - TIOARD CINEMAS NORTHSIDE FRAME---tigardfr.q1 ,,.........,=======,=====,............,....,====.............ftm.,...mm......=====ft.ft.m............. (UNITS IN FEET AND KIPS) LOADI' l NO. 1 DEAD LOAD ........,,,,,,,,,.......mm=========.,........ .,,m ,...=m..,====........m..,...............m==== MEMBER FORCES MEMB JOINT AXIAL SHEAR SHEAR TORSION MOMENT MOMENT FORCE FORCE Y FORCE Z MOMENT V 1 1 1 .680 .000 .090 .00 -.32 .00 21 -1 .600 .000 -.080 .00 -.64 .00 2 ,-3 c 2. 154 -.287 -,080 .00 .32 -.94 22 -2. 154 .207 .0190 .00 .64 -2.48 3 3 1 .982 -.049 . 101 .00 -.40 -.08 23 -1 .982 .049 -. 101 .00 -.00 -.50 4 4 2.691 .001 .000 .00 .00 -20 24 -2.691 -.051 .1100 .00 .00 .34 5 5 3.960 .032 .000 .00 .00 . 19 an -2.960 -.032 .000 .01) .00 . 19 6 6 4.1309 .045 .001 .00 -.01 .22 26 -4.009 -.045 -.001 .00 .00 .231 7 7 6.251 .u3 -.(.01 .00 -- .01 .94 27 -6.251 -.053 .001 .00 .01, .29 e 0 2. 179 . 192 .005 .00 -.04 ,70 20 -2. 179 -. 192 -.005 .00 --.01 1 .20 9 9 5.757 -.503 -.009 .00 .01 -1 .41 29 -5.757 .603 .009 .00 .OF -3.50 10 10 4.643 .002 .053 -00 -. 10 .27 30 -4.643 - .002 -.053 .00 -.34 .55 11 11 4.644 -.005 .049 .00 -. 17 -.24 31 -4.6 4 .0135 -.049 .00 -.31 -.61 12 12 5.737 .509 -.009 .00 .01 1 .51 32 -5.737 -.509 .009 .00 .08 3.53 13 13 2. 179 -. 164 .004 .00 -.04 -.53 :33 -2. 179 . 164 -.004 .00 -.01 -1 .09 14 14 6.257 -.047 -.001 .00 .00 -. 10 34 -6.257 .047 .001 .00 .01 -.28 15 15 4.091 -.06 .000 .Q0 -.01 -. 15 35 -4.1391 .00.6 .000 .00 .00 -..20 16 16 3.963 -.0,.. 9 .000 .00 .00 -. 16 36 -3.960 .0P9 000 .00 .00 - . 18 17 17 2.685 -.04.0 .001 .00 - .01 -.23 37 -2.605 .0•"10 -, 1)).,r1. .00 .00 10 18 1 .904 .065 .069 .00 - .38 .2',' 98 -1 .904 -.065 -.069 .00 -.7P 77 , 19 19 2. 156 .203 -.006 ,,00 . 24 .92 39 -2. 156 -.203 .046 .00 .49 2.31 PO 20 1 .601 .000 .047 .I.J0 -.25 •01 40 -1 .601 .00 f ra - .047 .00 -. .-...,0 .00 21 21 .000 1 . 110 .000 .00 .00 .64 22 -.000 1 . 111 ,:I00 .(..0 „00 -.64 PP 22 .207 1 .044 .000 .00 .00 2.4 43 23 -.287 1 .023 .000 .00 .00 -2.28 .318 .959 .000 .00 .00 2.64 24 -.1718 1 .0P2 .000 .00 .00 24 24 .267 .949 .000 .00 .00 2.89 RS -.267 .919 .000 25 ,-14- , 2„.., .235 .880 ,„000 .00 .00 2,44 26 -.235 .074 .000 .00 .00 --e.39 , ^ ' _ ~-~-- .00 -2 1� �� 00o 0o . 27 - ��6 � ` i12 ' ^ � 97 ��*~` ^ 002 oQ .00 . 27 27 -°005 1 ^080 -` ^ .02 -2 12 .005 1 . 105 ^V02 -�0 ^04 �� .00 ~. B8 28 -.238 -.051 .009 -.0202 ~ �� .303 -.Q09 .�0 -' .,' 29 ~2�g 0� 0t 2.29 �9 29 -,081 1 ^*97 `om} ^ ^ 0� -a 32 �0 0g1 1 .503 .000 -00 -^ ^7l ^ V�� - 00g .0V .01 . �0 30 .022 ^ ^ .02 -1 0� 31 _.022 . 183 .008 .00 V� 2.25~ . 31 31 -. 140 1 .485 ,001 ~�0 , O1 -2.42 32 . 140 . 1 .515 -.001 .00 �.02 .70 32 32 -°246 ^309 -~008 ^�0 ^ 03 0�� 0O� .00 .0P . �� .B46 -^ " 00 _. 01 2.07 ' J3 33 -.041 1 .099 -001 ^ 0n -� 0V � ^�86 - 0w1 .00 , . 34 .041 ~ .00 .00 8. 13 34 34 .048 1 " 110 ,000 00 -8.53 �� -.048 1 . 175 .8ou ^0O ^00 2^39 g72 0v0 ,*0 . . 35 �� ~ 187 ^ ^ 00 -,2.46 . 36 ~_ 107 ^�� ^0U0 .»1 '00 264 36 36 ,216 .921 ~000 ^00 ' 00 ~2^ 88 21� 9�7 n0� .00 ` ^20 37 -^ ^ ^ 00 .00 �^ 2�� 0�8 081 ^ 7 37 37 ~ ^ ^ nV -2~7o 28 -^855 .964 -~m0t ~ - .0101 2.06 10 38 ,803 1 .021 -.001 ^0� ` 01 -2.31^ 39 -,203 1 .046 '001 .00 ~01 49 39 3� 847 1 . 110 ,000 .0V -. 0- . _^ 50 ^ V@ . v . 047 1 1� / .000 ^ �0 40 -~ ^ 01 * ` ' � 000 00 . ,^. q �28 1 1�1 ^ ^ �9 +0 � . ^ -- - ob -4� ` �~- .00 . ^' _ -.206 1 1�9 .000 �� ° 00 _ ,~. -- 1�3 0o� .00 ... +1 26 .N22 -^ ^ 00 --. 13 57 *1 -.3110 . 103 -.uOt ^,o0 .01 _, �3 ^ 001 V0 -' . 4� 27 1 ~360 -^033 ` 00 00 -^2\ 42 -1 "360 ^030 -^0�1 ` ^03 -90 *3 �2 1 .215 .006 '003 .00 -^ 00 .96 43 -1 .215 -.�V� -'003 .00 ^07 _275 ^ 017 .00 . ~ n92 �6l -^ 50 44 �� -' -- 0g - 3 ` '- 017 00 . .~. -3 J�2 36t ^ ^ �1 4� ^ +9 ~^~ '- 0�7 08 -, . '^ 4� Au 3^ 112 . 179 ' ~ ! � 70 45 -3. 112 -. 179 -.089 .00 -.�' _,47 46 31 2.984 -.V7� .090 .00 -.*9 _. �B 46 ~2,984 .073 -.090 ^vv -^~- � 00 47 32 3.056 .422 - 019 .09.00 ,00 , 7q 47 _A~056 -.422 .0l9 .vv 46 33 1 °215 ~,213 ,0o� .00 -.02 _^ p6 48 -1 .815 .013 - Sd2 .'O0 `vv ^ 1� ^ 0^� 001 00 -.o. . +q 34 1 .361 - ^ 00 00 .22 49 -1 361 -~0�2 -^0nz ^ ^00 �5 ~ 00 , , 50 35 ~323 ^ 10+ .000 ~ 0fl ^5B 1:4 00v .00 . 50 -^323 -~ ` 00 57 �1 41 . 103 .322 ^000 ,00 _,01 _, 62 40 -, 103 .329 ^000 ^vv `01 1 2J '...-5 f.? 42 .057 .7�2 .001-1 ,0o __ o2 _1_ �7 43 - .05? .B1 \ -`008 ^v" '02 _'03 ~ 003 - ^26 .00 , . 5� �� _^ l07 . ' �0 00 . ^38 44 107 ^289 ^026 ` '08 i 39 ^ �09 ".1().) 0 ' . 5� 44 , 162 . /6 / ' 0p -i z� 009 0 . , - 16� 727 ~ . �� - ^ ' - � 02 29 ^ ^~- 013 VV ` . 00� 11� . 55 4� -^ ' ` `^- 00 - 08 -^2� � 46 002 . 125 -'013 ^ ^ 10 1 03 ^ 6B8 - 019 .00 - . 56 46 '27* ' ' 00 , 11 -1 .34 47 -.274 ^745 `019 - 11 38 57 47 -.088 .209 .0°,0 .0o _, 02 . 03 48 ,088 "003 -^031 `00 -'01 � '56 58 46 .06r ~g09 -`001 ^00 ~ u� ~1.24 49 -.060 .753 .001 .on . ` ,. � ' . - - ~ ~~..~-~ ~, . 50 -. 104 .222 ,000 .00 .00 -.58 � �� 60 42 .279 -.084 u .080 .00 .00 -.40 � '° . 51 -.279 .084 .000 .00 .00 -.34 61 43 .412 . 122 .003 .00 -.0a .61 52 -.412 -. 122 -.003 .00 .00 .47 62 44 2.248 -, 181 -.011 .00 .03 -.80 53 -2.248 .181 .011 .00 .of ~.60 63 45 2.270 .023 .026 .00 -. 10 .09 54 -2.270 -.023 -.026 .00 -. 13 . 11 6+ 46 2. 161 .097 -.019 .00 .06 .46 �� -2- 161 -.097 .019 .00 . 11 .40 65 47 2.P38 . 129 -.009 .00 .03 .45 56 -2.238 -. 129 .009 .00 .05 .09 66 48 .407 -. 119 .004 ^00 -.83 , -.59 57 -.407 . 119 -.004 .00 -.01 �' ~.46 67 49 .2e0 ^085 .000 ~00 .00 .41 58 -.280 -.085 .000 .00 -00 .35 68 51 .084 °279 .000 .00 °00 .34 52 --084 .344 .000 .00 .00 -.72 09 52 -.081 -.005 -.018 .00 .00 -.01 53 .081 .217 ,018 .00 .07 -.44 70 53 .001 .807 .010 .00 -.07 1 .52 54 -.001 .687 -.010 .00 -,05 -,85 71 54 .043 . 164, -.002 .Vw .05 .+0 55 -.043 .040 .002 .00 -.04 -. 17 72 55 -.*49 .090 -.008 .00 .03 .67 56 .049 .799 .008 .00 ,05 -1 .44 73 56 -.089 .ela .015 .00 -.05 .43 57 .009 -.001 -.015 .00 .00 .01 7* 57 .085 .342 -000 .00 .00 .71 59 -.085 .200 .000 .00 ,00 -.a5 75 52 .095 .021 -.002 .00 -.01 .25 59 -.095 -,V21 .002 .00 "02 -.06 76 53 1 .209 - 15� .00 .05 -.�2 . . -.012 ) 80 -1 -309 ^ 159 .012 .00 .06 -.78 77 54 1 .419 ~062 .098 .00 -. 17 -22 61 -1 .419 -.002 -.0311 .00 -. 16 .27 n A8 55 1 .419 --862 .042 "00 -.20 -.24 62 -1 .419 .062 -.042 .08 -. 17 -.30 79 56 1 -300 , 15g -,012 .00 .04 .66 63 -1 .300 -. 15g .012 .00 .06 .7(1 uo 57 ,898 -.021 -.002 .00 -.01 -.25 84 -,09e .001 .002 ,00 ,02 .07 8| 59 -.033 .014 -.012 .00 .00 .03 60 .0a3 , 198 .012 ,00 .05 -.40 22 60 .03,',1 .790 .007 .00 -.05 1 ,40 61 -,038 .705 -.007 .00 -.04 -.92 83 61 .017 . 108 -.002 .00 .04 ^35 82 -.017 . 104 .002 .00 -,03 ' -.3+ 8^ 82 .035 .710 -.006 .00 .83 .95 63 -.035 .785 ,006 .00 .04 -1 .37 85 68 -.033 . 196 .011 .00 -.04 -89 , 64 .033 .016 -.Oil .00 .00 -,0B 8b 59 .077 ,089 -.002 ,00 .01 .07 65 -.077 -~009 .o03 .00 ^02 .01 87 60 .403 -. 111 -,008 ~00 .0+ -.52 66 -.403 . 111 .000 .00 .03 -.46 88 61 .606 .0*3 .034 .00 -. }6 .24 67 -.606 --043 -.034 .00 -. 13 . 14 89 62 .806 -.044 .034 .00 -.24 68 -.606 .044 -.034 .00 - . 13 -. 15 ' 90 63 ^402 . l12 -.008 .00 .04 ,54 69 -.402 -. 112, .008 .00 .03 .45 91 64 °077 -^'7,10 -.003 .00 .01 -.00 ) o,,,, ;,- 11, 70 -.077 .010 .003 .00 ,02 -,01 u �� - - � \ ' � , ` ~ ^ ' °~_ - ' - I. 66 -.006 00 0@ -, 137 ,007 . ^ . �� 9806 , 109 .308 .0 05 .00 -.03 .49 �� u` 67 -. 109 .008 -.O05 .0o . -.03 ~.38 v+ 67 .n73 . 10v ,000 .00 • °03 . 14 , 68 -.073 . 10t5 .VAw .00 -.03 -. 1+ '23 68 ~ z%0 .280 -.006 .00 .0a .39 69 -. 110 .a07 .006 .01 .03 ~.4g 96 69 ~007 . 137 .{ )8 .00 -.03 . 14 70 ~.007 .075 -. 00g .00 .00 -.V2 v7 67 ,212 .013 .00V .m} .00' ' .07 71 -.212 -.013 .000 .00 .00 -.02 9e 68 .21a -.0la -000 -00 .00 -.07 72 -.212 .013 .000 .0V .00 "02' 99 7 1 -,023 . 106 .VV0 .00 .m} ( .05 72 .V2,3 . 1.(36 .Vm) .00 .00 -.05 /on 71 . 106 -.010 .0V0 .00 .00 -.o3 77 -. 106 .010 ^000 .00 .00 -.04 |� r2 . 10� .01g .000 ~08 .00 ,O3 ?+ -. 106 -.010 ,000 .0V ,00 .04 . /o2 73 .01V . 106 .000 .VW .00 .04 7+ -.010 . 1,06 .O00 .0P .00 -.04 /03 9 .349 .000 .0uV .00 .00 ,00 28 -.349 .000 .W0V .00 ,00 .VV �0� 8 ,421 .000 .0o0 .00 .00 .00 29 -.4E11 .000 .o00 .00 '00 .00 105 29 . 146 .000 ,009 .00 .00 .00 +3 -. 146 .000 .000 .00 .00 °*0 /�a 28 .�55 -V0) ,000 ,00 .00 .00 44 -.255 .000 -000 .09 .00 .00 f. �o7 4+ . 112 -000 .000 .00 .0V .08 52 -" 112 .000 .000 .00 .0(0 .vv '� 108 43 . 135 .000 .V00 .00 .00 .00ql 53 -. 135 .000 -000 .00 .00 .00 09 53 042 000 000 .0* .00 .00 �� i 59 _`042 ^000 -800 ^V0 .80 .00 / \o 52 088 .000 ^000 .00 ,00 .00 60 -.088 .00V .000 .00 .00 .00 / / 1 �0 -.002 ,000 .000 .v0 .00 .00 65 .002 .000 .000 ,00 .00 .00 112 59 .047 .000 .000 .00 ,00 .00 !I 66 -.047 .000 .000 -00 .0o .00 | |s 12 .352 ^000 .000 ,00 .80 .00 Y 30 -.352 -000 .000 .00 .00 .00 1 / |+ 13 .4\7 .000 ,000 .00 ,00 .00 | 32 -.417 .000 .000 ,00 .00 .00 , 115 32 , 126 .080 .000 .00 .00 .00 \ 4y -. |26 .000 .000 .00 .00 .00 }� 33 ,272 .000 .00o ,00 .00 .00 57 --272 .000 .000 ,00 .00 .00 , ) 17 *7 . 1211 .000 ^000 .00 .00 .00 57 -. 124 .000 .000 .00 .00 .0V 118 58 , 182 .000 .000 .00 -O0 .00 56 -. 122 .000 ,000 .00 .00 .00 1 `9 !„56 .041 ^000 .r0a .0O .00 .00 64 -.041 ,000 ,000 .00 .00 .00 120 57 .008 .000 .000 .00 .0^ ,00 " 6S -^0gB .000 .000 ,00 .00 .00 ^ /21, 63 -.00e ,000 .000 .00 .00 .00 70 .002 ,000 .000 .00 .00 ,00 122 64 .047 ,000 .000 ,00 .1,°>0 ,00 69 -.047 .000 .V00 .u0 .00 .00 ' APPLIED jOINT LOADS. FREE JOINTS _ �� -�� II /~ " . ' . ` . � ' ' - - 22 -000 .00y .0D0 .00 n0 .00 ` 23 .0O0 -V00 .000 .00 .00 ^t0 h�' . 24 .0o0 - �20 a0o 0V 0000 N�' ~/ ^ ~ ^ . / � 25 ,000 72. . V .000 .00 .00 .00 26 .000 72.520 .00V .00 .V0 .nV . . 27 .000 72.700 .0o0 .00 .00 .00 28 .00V ,00V .0o0 .0o .0o .0V 29 .0o0 .000 .000 .00 .00 .00 ` 30 .000 .000 .000 .00 .00 .00 �1 v00 V�0 000 00 00 8 \� ^ ' ^ ^ . .0 32 .000 -oo( .000 .00 .00 .00 \ 33 .00 0 .00m .008 .00 .V0 .V0 30 ^00v -2.700 .000 .00 .@0 .V0 35 .00V -2.520 .000 -00 .0V .0V 36 .00A -2. 160 .000 .00 .00 .00 37 °m)0 -.720 .000 .00 .08 °o0 38 .000 .00o .000 .00 .00 .V0 ; 39 .000 '.000 .00v .O0 .00 .00 40 .00O -.570 .000 .00 ,00 -00 , it/ .00V .000 .000 .00 .00 .0D 42 .VV0 .V00 .000 .m} .00 ,00 43 .000 ,000 .000 .8o .00 ,00 44 -000 .o00 ,000 .80 .00 .00 � *5 .00V ,000 .000 .00 .0o .00 ' 4 6 .000 .oV0 .000 .00 .0n .00 '/ �7 .000 .000 .000 .00 .00 .00 h � 0R .000 .V0W .000 .00 ,06 .00 � 49 ,000 .000 .000 .00 .00 .00 . 50 .000 .000 .000 .00 "00 .00 51 .000 .000 ,000 .00 .00 .00 � 5e .0Uv 000 00o 00 v0 00 � �� . . , . . . 53 .000 .000 .000 °00 .00 -00 54 .000 .000 .000 .V0 .0V - ^00 55 .000 -000 .0V0 .00 .00 .00 ' 56 .000 .000 ~000 .00 .00 ^00 Y > 57 ^000 -000 .000 .0V .00 .00 , 58 .000 .000 .00O .00 .00 .00 59 .000 .000 .000 .00 .00 °00 60 .000 ,O00 .000 .00 .00 .00 ^ 61 -000 °000 .000 -00 ,00 ^00 62 000 000 000 00 00 00 ~ ^ ^ ` ` ^ / 62 .000 .000 .000 ~00 .00 .00 64 .000 ,000 .000 .0v ,00 -00 65 ,000 .000 ^0V0 .^0 ,80 °V0 / 66 -000 .000 .000 .00 .00 .00 67 .000 .000 ,000 .00 .00 .VQ ' 6,0 -000 .000 .000 .00 .00 .00 ./ 69 ,000 .000 .000 .O0 ,0u 00 70 .000 .000 .000 .00 .00 .00 71 ,000 .000 .000 .00 .00 .00 72 .800 .000 .000 .00 .00 -00 | ,/ 7:3 .000 ~000 ^000 .00 .00 -00 74 ,000 .000 ,00o ,00 .00 .00 1 | REACTlONS,APPLIED LOADS SUPPORT JOINTS . JOINT 1-:GR(2E X 1:"':011:E Y 1,,,0RrE Z MVMEWT X MOMENr Y M011ENT '2 1 .0o} 1 .6B0 ,080 .TO .00 .00 2 -207 2- 154 -.080 --32 .00 -.94 3 .011 1 .982 . 111 -41 .00 .06 , 0 -°0+3 2^69{ -,01H -. 10 ,00 ^26 ' 5 -.030 3.960 -.0 1 1 --V6 .00 . 19 ` 6 -.043 4.889 -^015 --07 .00 .2i . , 7 -~050 8.251 7.020 -~08 ,00 ^22 0 .�� ^*,`� +. �� ` �� ^�, ^� � ' . - 10 -.oB2 4.643 ,053 . 18 .00 .27 I1l 0�� 4 ��4 049 t7 00 - 24u‘t ` . . . . . . �t� .-.5099 6.063 . 122 -.0� .0� � .�t 1� . 1�5 2,�� -.20� -. 1� .�� -.�1 14 .043 6.257 -.017 -.V6 .0V -. 17 15 .033 4.891 -.01P -.05 .00 a. 14 16 ,02`i 3.963 -.*10 -.05 .u0 -- 15 17 .038 2.685 ~.013 -.07 -00 -.re 18 -.037 1 .984 .088 .45 .n0 . . 11 19 ~.208 2. 156 -,046 -,24 .00 .92 20 .VV0 1 .681 .047 ."3 .00 .01 SUM ^000 73.791 .000 FREE JOINT DI8PL0CEMENTB JOINT X DISPL Y DISPL Z DISPL X-ROTpJ Y-.RUTAT 2.~RUTAT 21 -00g0 -.V001 .0}00 .00Yt5 .VV00 .0000 22 .0V02 ~.(m0I, .000V -.0005 .00J0 -.O002 23 ^0V01 -.0001 ,001,,;0 .0006 .0000 "0002 24 ~0001 -.0001 .0000 ,0000 .00@0 .0000 25 .0o01 -.00d2 .0000 .0000 .0000 .0000 26 .0001 -.0002 -.000i -00o0 .O000 ^0000 27 .0001 -.0002 -.0001 .0000 .0000 ~0000 28 .V001 .0o00 -.0001 .0000 "00o0 .0000 29 .V000 -.0001 -.0on1 .0000 ^0000 -.0wwz 30 .0000 -.0002 -.0001 .0002 ^0000 .V000 31 ,0000 -.0Q02 -.0001 .0o02 .0000 .0000 32 .0000 --0001 -.0001 .0O00 .0000 .0001 33 -,0001 .0000 -.0001 .0000 -000" .0000 ^ 34 ,O000 -.0082 -.0001 .000b .0000 .0000 / 35 .00V0 -.0002 .00V0 .00)0 .0000 .0900 ".,:'1 ID .000o -.0002 .0000 .0000 .0000 .0000 37 - .0001 -.0801 -.0002 .0000 .0000 -0000 38 -.0002 -.0001 -.0805 .0006 .0000 -°0002 39 -.u103 -.0001 -0000 -.0005 -0000 .A002 , 40 ^0x00 -.0001 .0000 .0005 .0000 .0000 +1 ^0001 -.u002 -.0O03 .0000 .;00* ,0000 ' 42 .O001 -.0003 -.0004 .0000 .0000 .0000 43 .00O1 -^0001 -.0003 .0000 .0000 -0000 +4 .0002 -.O002 -.0003 .0000 .0000 .0000 45 .1001 -.0003 -,V006 .8^00 .000O ~000o ^6 .0')01 ~.0003 -.0007 .o000 .0000 -0000 , 47 -^o001 -.0002 -.0003 .V000 -0000 .0000 48 , 0000 -.0001 -.0003 .V000 "0000 .0000 v'f -,0001 -.0003 -.0003 .0000 .0000 �,:!»00 50 .0000 -.0002 -.0002 ,0000 .O000 .0000 51 .G002 -.V003 -.000B .0000 .0000 .v000 52 .0001 -,0001 ~.9006 °0000 .000o .0000 / 53 .0002 -.0002 -,0(:)06 .0000 .0o00 .0000 3,(4 .0V00 - 0004 -.00O9 .0000 .0000 .00(":,),1 / 5!,5 ,0000 -.0004 -.0009 .000S ,0000 .0000 56 -,0001 -.0002 -.0006 .0090 .00V0 .0000 57 ~0(w0 -.0001 -.0006 .0000 .0000 .0o80 58 -.0001 -.0003 --0007 .0000 . 1000 ^0000 9 .0001 --0001 - 0 0 ^ 00� .0000 ,0000 -006 � 5 68 .0001 -.0003 -.O009 .v000 .0000 .0000 _ _ 61 .0000 ~.000^ -.0012 ^0000 .0000 ,000o 62 .0O00 -,003(IL -.0012 .0000 .0000 .0000 63 -.0001 -.0003 -.0009 ,0000 ,0000 .000'} 64 .0O00 -.0001 -.0009 .4.)000 .0000 .0000 65 °0002 -.0001 -,001.3 .0000 -0000 ^0000 44 .00n2 -,000a -,001,3 .000O .0000 .0000 67 .00Vo -.0004 -,0u16 .0000 .n000 .V000 ,=" ,_ . •4 , , 4). 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S•,, / ..., ,,....„..,....,,, L.., 7,....,._[_, __ ,s-r -1- ? 1 4,4 , • (n`-,,) — „I„)0()4, —.OC)03 --.001;:z.) „(„)(„)t)0 „00()() 0010)(,) .(>1)1)[ '-0 1)010)i —0 1:)(7)1 a 0 0000 01)100 0 000(0)1 , I I I ,„()()(„)(„) ,— 0004 —.001 a .,(0)(-0)i.)0 0 0C)1)(0) 00000 1 )1)01) —00004 —.0016 ,„0000 ,,,0000 C ""00 I „(„)()00 —0 1111 (),,,p —00017 .0000 .00(„)(:) „or)f,,,,„)0 J, ..,,. 0000 —00004 —„0017 .0000 .Or.)f)0 , . , . -...., , , , ) , ' . . , , ' �� °�, ` ' J7RUCTURE - TIGARD CINEMAS NORTHGIDE FRAME---t1gardfr.gl ==�===�=============================.===.�=========================..==== (UNITS IN FEET AND KIPS) LOADING NO. 2 LIVE LOAD ====.....................====..........======...-........,,,,,,,==,.....,===.========== MLMBER FORCES MEND JOINT AXIAL SHEAR SHGnR TORSION MOMENT MOMENT FORCE FORCE Y FORCE 2 MOMENT Y 2 1 1 1 .915 .000 .08O .VV -,32 .00 21 -1 ^915 .000 -.082 .00 -.65 00 2 2 1 .B�2 -.239 -.082 .Oct .3P - .79` 22 -1 .822 .239 .002 .00 .65 -2A6 3 3 1 .647 -.042 .0B/, .00 -.33 -^08 23 -1 .647 .042 -.004 .o0 -.�6 -'43 4 4 2,838 .038 .000 .80 ,00 `21 24 -P.o38 -.0aa .000 .ou .00 `24 5 5 5. 100 ' O�1 [� 08 00 ^ . .""` . . . IJ 25 -5. 100 -.021 .000 .V0 ,nu , i1 6 6 5.517 .073 .000 .00 -, 1 '2g 26 -5.'451', -.07:1 ,000 .00 . 0 44 ' 7 7 5.415 .041 -.001 .u0 .nn ' 18 27 -5.415 -.041 .001 .00 .01 .83 ' 8 B .372 . 129 .003 .00 -.02 4? 20 -.37P -. 129 -.003 ,00 -.01 e1 9 („02.095 -.417 -.012 .00 .03 -1 '' l9 29 -2,095 .417 ,012 .o0 .08 -2'94 ' 10 10 1 .020 .083 ,051 .00 -. 17 26 ^ 30 -1 .220 -.083 -.051 .00 -.33 57 1I 11 1 .208 - .079 .051 ,00 -. 17 -`83 31 -1 .228 .079 -.051 .00 -.33 -`55 12 1F 2. 117 .422 -.0i1 .00 'o3 1 .23 32 -0. 117 -.422 .011 .80 .00 • 0.96 1J 13 .351 -. 104 .00� .0O -.02 -.33 33 -.351 , 104 -.003 .00 -.01 -^71 14 14 5,Wel, -.o ^ . . _35 00* 00 00 ~ la :Ael -5-4r,1 .(ut-, ,000 .0 ) . --� � - .88 l', 15 5.514 -.076 000^ ~00 -^»/ -.25 35 -5.514 .076 .000 .00 .00 -,51 /a 16 5. 100 -.017 .000 .00 .00 -. LV 36 -5. 100 -017 .Q00 .00 .00 -. 10 17 I 7 2.833 -.028 .001 .00 -,01 -' 16 37 -2.833 .u29 -.001 .80 .00 -'23 ^ - |8 18 1 .�49 0�6 058 00 o2' ^ ^ .23 30 -1 .649 -,056 -.058 .00 --60 ^66 19 19 1 ,I..!29 . 168 -.042 .00 .25 .77 09 -1 .820 -. 168 ^040 .00 .51 1 .91 20 20 1 ,915 .000 .048 .00 -.26 .00 40 -1 .915 .000 -.048 .00 •-51 .0o 21 21 ,092 .955 .000 -00 .00 .65 22 -.082 .955 .o00 .00 .00 -.65 28 22 .239 ^867 ./ 00 .00 .0"/ 2.06 03 -.239 .249 .000 .00 ,90 -1 ,89 23 23 .266 .797 .000 .00 ,00 2.R0 04 -.266 .047 .000 .00 .00 ~2.67 24 04 ,228 -790 .000 .00 -00 2.43 B5 -.1.-22t3 .76.00 -000 ,00 .00 -2, 16 05 2� .207 .'739 .000 .00 .00 2.05 26 -.267 .717 ^00v .0V .00 -1 .86 ��° �� ^i LI�_l LILI Ll LO LO Li , �� v � . - ` . 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01 ~ - ^ ^ ^ 78 55 -.007 ,005 .000 .00 .00 .03 � 62 .007 -.005 .000 .00 .01 .01 79 56 .015 .009 .{»)O .00 .00 .02 63 -.015 -.009 .000 .00 .00 .06 80 57 -.009 ~.006 .000 .00 .80 -.07 64 .009 .006 .000 .00 .00 .01 81 59 .081 -.003 -.005 .00 .no -@r 60 -.001 .003 .005 .00 .02 -.01 82 el0 .006 .005 .002 .00 -.02 .03 61 -.006 -.005 -.002 .00 ,00 ^02 93 61 ,010 .000 .000 .00 .00 -00 62 -,010 .000 .000 ,00 .00 .00 84 62 .006 -.006 -.002 .00 ,00 -.03 63 -.006 .006 .002 .00 .02 -.04 85 63 .001 ^008 .005 -00 -.02 .01 64 ~.0@1 -.003 -.005 .00 .00 .00 86 59 -.002 ^001 .000 .00 -00 .01 65 .002 -.001 .000 .00 .00 .00 87 60 .003 .002 .000 ,00 .Or - .02 66 -. 003 --002 ,000 .08 .0V -^01 88 61 -.091 -.001 - .001 .00 .00 .00 67 ~001 .001 .001 .00 .00 ,00 89 62 -.002 .001 -.001 .00 .00 ^00 68 ,002 -^001 ,001 ,00 .00 ,00 fr 90 6o .003 -.002 .000 -00 .00 -^03 69 -.003 .002 .000 .00 ,00 .01 91 64, -.$02 -.001 .000 -00 ^00 -.01 rt �0 CO �� = ��' .00e== - .001~"°� .*n ` ` ,� 4� . . � ^ , 66 .000 .001 .001 .0t) .00 .00 ^ d� / 93 66 -.003 .V01 -.001 .00 .00 .01 �� ` / 67 .003 -.001 .001 .00 .01 .01 9 r 67 _.003 .000 .000 .00 -.01 .00 68 .003 .000 .0V0 .00 .01 .V0 95 69 --003 -.002 .001 .0o -.A1 -.01 69 .003 .00E -~001 .00 .00 -.V1 96 69 .090 .001 .001 .00 .00 .V0 70 .0VV -.001 -.00t .0o .00 .00 97 67 .000 -.001 ,V00 ,0o .00 .0m 71 .000 .0V1 .Q00 .00 .40 .0o ri ' 98 6E3 .000 .001 .000 -00 .00 .00 , 72 .000 ~.001 .000 ,00 .00 -0n 99 71 .001 .000 .000 .0V .0V .00 �a, -.001 .u00 .000 .00 .00 .Vm 100 71 .000 .0V0 .000 .00 .00 °V0 , 73 .000 ,000 .000 .0V .00 , .00 1,01 72 .000 .000 ,000 .00 .O0 ,o0 " 74 .0V0 .o00 .V0 ^ 0 .00 .00 .V0 /02 73 -0m} .000 .000 00 .O0 .00 ' 74 .b0O .o00 .000 ,00 .00 .00 /03 9 .077 °V0o .000 .VV .0o ^00 28 -.n77 .000 .000 .00 .00 .{m |O4 8 . 160 .000 .000 .0O .00 .IX) 2.9 -. 163 .800 .000 ,08 .00 80 105 29 -.044 .000 .000 .00 ^00 .90 (1.3 .04* .000 .00V .00 00 00 106 2E3 .048 .000 .V80 .00 .00 .00 44 -~04B .000 .000 .VV .00 .00 107 44 .023 .000 .000 ,00 .00 .o0 52 -.023 .000 .000 .00 .00 .00 |08 43 -.019 .000 .000 .00 .00 .00 53 .019 .0o0 .000 .0o .00 .V0 1�9 53 .003 .0@0 .00v .00 .00 .0o 59 -.003 .000 ."oO .V0 -00 .00 11 5e -.003 .000 .000 .00 -0O ^00 } 60 .003 .000 .00v .00 .00 .00 111 60 .001 .w00 .000 .00 .00 .pV 65 -^001 .000 .000 .00 .00 ,00 |'I2 59 -.001 .800 .000 .O0 .00 ^00 66 .001 .000 ,000 .90 .00 .00 113 12 .V87 .00V .000 .00 .00 ~00 33 -.087 ,000 .v00 .00 .00 .00 114 13 , 153 .00o ,000 .00 .00 .00 82 -" 153 .000 .000 .00 .00 "00 115 32 -.04P .000 .000 -00 .00 -00 ^8 .042 .000 ,000 .00 .0V ,00 116 33 .046 .000 ,000 .00 .00 .00 47 -.0416 .000 .000 .00 ,00 .00 / 17 (47 .023 .000 .000 .00 .00 ,00 57 -.023 ,000 .000 .00 .00 .00 118 48 -,019 .000 .000 .00 .00 ^0n 56 .0l9 000 .000 .00 ,,0 -00 119 56 .003 .000 .('0� .00 .*/ -nn 64 -.003 .000 .000 .00 .00 .90 120 57 -.083 .000 .n00 ^00 .09 .90 6'30.0VS ^00 ,000 .00 .00 .0V � 121 63 ,001 .000 000 00 00 00to APPLIED JOINT LOADS, FREE JOINTS 11: � . ^~ / »^ . . 22 .//00 .000 .00o .00 .40 00 23 ,000 .m0) ,{0 0V 0g ^ »�^w 2� 000 -1 �00 00` . . .00 ��r . . . m .00 .80 00 ~ 25 .n00 -3.^,00 N}0 00 00 ^ ^ ^ ` 00 26 .000 -4.200 �00 00 `` ^ . . . .V000 27 .000 -+.50n .00V00 00 . . ` 00 � 28 .000 000400 � � `` ^ , . .uv 00 00 29 .000 .000 000 00 ' ^ , , .00 00 30 000 V0* 000 ` . . ~ .00 .00 00 31 .000 .000 .000 0� 0o ^ 32 000 000 000 ^ ^ -00 . . . ,000V 00 33 .o0� .000 00V 00 . ` :1)/1 00o � 500 ^ ^ ^0» .0O oo ` - 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' . •' ` - -~ y �_ � � ' � _~_` STRUCTURE - TIGARD CINEMAS NORTHgInE FRAME-~-tigardfr .gi ,. .=========================================================..============ | (UNITS IN FEET AND KIPS) LOADING NO. 3 WIND LOAD ��................... .=m======.,====..==========.......,=================== j MENDER FOR�E� - MEM8 JOINT AXIAL SHEAR SHEAR TORSION MOMENT MOMENT FORCE FORCE Y FORCE Z MOMENT Y � 1 1 .213 -.038 .563 .00 -2.63 -.45 21 -.213 .030 -. 181 .00 -1 .01 .00 2 2 -1 .004 1 -893 .563 .00 -2.63 14. 11 �� 1 .004 -1 -893 -. 181 .00 -1 .81 2.46 3 3 1 .293 -.3+7 . 764 -.01 -4^5n -4.00 23 -1 .2'58 .213 -.407 .01 -2.43 .66 ' 4 4 -^278 -1 .093 .956 -.0/ -9.26 -6.69 24 .278 .959 -.599 .01 -.01 -5.54 5 5 . 133 -1 .081 1 .236 ,00 -12.60 -6.28 | ' 25 -. 133 .867 -.878 .00 .00 -4.86 6 6 -914 -1 .446 1 .455 .01 -1+.33 -8.09 26 -.914 1 ~335 -1 . 153 -.01 3.36 -5.71 7 7 -2.326 -1 .379 1 .246 .02 -10.30 -7.91 27 2,326 1 .267 -.943 -.02 -,57 -5.22 8 8 -72. 104 -1 .964. 1 .377 .01 -7.82 -12.68 28 72. 104 1 .853 -1 ,080 -,01 -4.87 -6-25 9 9 59.410 -1 ,053 1 .466 -.01 -7.66 -1 .90 ' 29 ~59.410 1 .053 -1 . 149 .01 -5.31 -0.55 ' 10 10 14.909 .473 .*81 .00 -2.53 1 .+5 30 -14.939 -.473 -. 168 .00 -.67 3.24 11 11 15.047 -,509 .475 .00 -2-52 -1 .40 31 -15"047 .509 -. 150 .00 -.62 -3.57 ^ 12 12 58.728 .992 1 .459 .01 -7.62 1 .74 32 -58.7E8 -.992 -1 . 141 -.01 -5,28 8. 11 13 13 -71 ^602 1 .601 1 .305 -.01 -7.35 11 .02 33 71 .602 -1 .569 -1 .090 .01 -4.91 3. 10 14 14 -2.354 1 .772 1 .225 -.0P -10. 10 11 .09 34 2,354 -1 .660 -.928 .02 -.49 5,93 '' 15 15 ,921 1 .078 1 .452 -.01 -14.27 11 .34. 35 -.921 -1 .767 -1 . 155 .01 3.34 6.74 16 16 . 140 1 .304 1 ^120 .00 -13.618.90 38 -. 140 -1 . 172 -,963 .V0 ^60 ' 50B7 17 17 -.222 1 .04� .900 ,01 -9.61 7.67 ' ^ 37 .222 -.807 -.483 -.01 -.01 5.78uutu 18 18 1 .723 .005 .B3H .01 ~5.98 '2,5B . 38 -1 .723 . 174 -.g61 -,01 ^-3.56 -3,87 u 19 1 . 9 -1 .5�7 -2. 191 404 .00 -4. 12 -21 . 12 J. 39 1 .547 2. 191 -. 17* .00 -2.70 -13.76 i 20 20 .310 ,030 .664 .00 -4, 13 .47 !• 40 -.310 -.030 -, 17+ .00 -2.70 .00 , 21 21 . 181 .213 -.030 -00 .00 1 .01 22 1B1 - �1B 038 00 64 1 81 � _. . . . . . � p�2 22 -1 .055 -.791 .363 .0 -.64 -8.+6 � 23 1 ,855 .791 ,573 .00 2.70 -6.97 u � ' `'� 23 P3 -1 .7P6 .507 .521 .02 -2,71 5.U6 24 P.021 -.507 .265 -.02 -31 3,61 24 24 -1 .062 .229 .33+ .01 -.32 1 .92 u 25 1 .340 -"229 .407 -.01 .96 2. 10 ' '25 25 -.474 .361 .471 ^01 --96 2.75 it 26 .705 -.361 .226 --01 -1 .07 .1.23 1 ^ ^ ^�--==�=~,==�=�~.~~-~~~ ~`'__,~-.=°_=-.�-.~=~--_~~~~ ~�~�==~=°=~~~~~=°_=��`. ===`~`�~===~��~�~�=,�==�,� ^ �--____ . - ^-- ' 88 5 �0 »��WM 27 .4�4 -^832 .566 .03 -` ^ ��° V` 27 27 .016 .539 -.V99 -.03 .082.78 .03 � 59 3 55 .336 -.539 � 037 . ^ 28 ^ - - 1 �� -� 61 -10.25 28 �8 - 485 -3.763 . -.01 . ^4�5 3 76� -1 2�8 .01 1 .66 -4.80 29 ^ ~ ^ '~- - - 09 29 -� 3�0 -�.�29 .+�4 .00 -^26 -16.44. 44 ^ �3 -1�.$� 30 4.000 �.g29 .479 .00 . � ^ -.259 .025 .00 -.63 4.30 30 30 -2.759 .33 31 2.759 .259 . 103 .00 .70 -5 31 31 -4.255^ 2.769 °471 .ow -.5a 15.04 5�6 _�.7�� . .00 . 32 4 422 2� 16.06 32 32 -.540^ 3.760 -1 .268 .01 -1 .57 4-96 .540 ^ 33 -� 76O 1 .266 -.01 6.64 10. 18 -� 2� 34 33 30 099 -.52� � .040 .03 -6.62 . ^ -.03 -.OH -2.89 -.450 .525 -^ 102 54 34 - 09 -5.59 41� -.89� .551 .03 . ^ -.85 -5.40 35 o�@ .g95 .428 -.03 ^ 21V 35 35 -1 ^ 176 -.420 ^ -.01 .89 -3.65 01 1 41 -3 30 36 .915 .420 .497 . . . 36 36 -241 -2.57 ��8 -.272 .�75 -.0� -1 . ^ 37 1 .810 .272 .266 .0� -' 44 -2.22 ^ -.494 .217 - 0� ._^ -3.56 17 37 -2.698 . .�g � 36 2.403 .494 .569 .02 2.65 _5 38 36 -2. 162^ 1 .229 .587 .00 -2.84 10.60 -1 .229 .349 .00 .51 13.76 39 � �6� ^ 51 -2.71 - 00 - 39 39 . 174 -.31� .030 . ,~^ 00 --2.70.70 �0 -. 1'74 ,31� -.�30 .00 ^ ^ 00 -t 4� -1 .+8 +0 �9 �0 993 -.008 .^03 . , ` 32 -10 .00 1 36 1 .09 9�3 ,008 .397 . - +1 26 05 -a *1 -8.52 �4� ~.6�u .520 ^ . ~ 41 - 05 -3.01 +�3 .565 -.8�0 -.05 -. ^ - -2 77 �2 27 -0.034 -.823 .475 .03 .53 . ^ �06 0� -3 60 -4. 18 �2 2 0�4 .722 ~~ -. ~ - 5�9 � 014 �� *3 28 -40.970 -^ -4.66 --92 ^^ .` - 6�325 43 40.970 .458 -.74+ -.03 -3 +4 29 31 ^^3:.19 4.790 1 . 197 .01 -5.31 25.39 98� �� -416 17.72 4� -31. .339 -4.790 -. -. ^ �5 3u 12.339 1 .622 1 . 115 .00 -4.80 6.81 45 00 -� 9� 7.7� 12 339 -1 �22 --827 . . - ^ ' --1�9 .00 + �� -.7J. 15 46 �� 12 �v� -� .B2� 1 , - . ^ 00 -4 ]� -5'H8 +4 -10. 106 1 ,£24 ~,041 . . +7 32 30^79? -�"586 1 . 1B9 -.01 -5,26 -24 .40^ 90� 01 - 0'1 . 15 -16.87 47 -�0 7�7 4.�H6 -~ . -41)^��3 �69 996 --03 -+~�6 1 .78 i� 9� ^ . 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[ , v3 �6 `7b3 -^732 .305 ...vu 1 �o 66 -2^846 -2.317 � .879 ^ 3^+2 ��J 67 2.434 2.317 ^00 -1 ^�� -��^4� e��~ v� 67 _` �10 ^ ^201 ^00 -2.43 -13.60 , , .016 .094 00 2 �2 ^ 68 1 .910 -.016 .090 ^ ^ 3^�B v , 68 -2.423 2 ^812 `0V -2^4� -3.81 . . . 198 00 2 �+ 69 2.834 -2.212 g�1 ^ ^ ��^57 96 �q 763 ^ ` '00 1 .�U �2 �� ?9 -^768 -.729 ^309 -^«g -1 ^32 -3.41' 97 67 ^00� � ^729 -^309 ^00 .08 50 �1 _^00� _�^2=1 ^682 ^01 -4,06 4 '76 98 68 _ .o0� -1 .331 .600 -^498 -^01 1 .7o '57 72 ,004 ^331 ^682 -^01 -4.06 -4 '74 99 71 -� `37� 1 .331 -^49u .01 1 .70 -'5g . .003 .092 V0 0� ^ 72 1 ^37t -.003 oq2 ' ^ -^@� z00 '71 0V\ ^ ^ ^00 -.0| 3� . --0+0 ,406 00 170 ^ 73 --001 0�0 _ opB ^ - . -~2� lu| 72 O01 ^ ` ~00 .00 - 0� '74 -^V0z ^^�0 `406 .00 -1 ,70 ^24 . --0�0 -.092 00 ^ / �� 73 0+0 001 ^ ^ `00 .03 74 '040 ' ^092 .00 .00 02 -. -.001 V92 o0 ^ 103 9 16.513 00� ^ ^ ^00 -,o3 28 -1�^��3 -^ `001 .00 ~,01 -.u3 . .004 - .001 00 ^ 104 8 -17.76u 004 ~ ^ -'01 -,02 . . ,000 �0 00 29 17.760 -.004 0o0 ^ ' '0C /05 P9 11 .683 ` ^ ^00 .00 0� , -.0A3 .003 01 01 ^ +3 -11 .683 �0� 003 ` -' -^02 |06 2H -12.605 ` -^ -~01 -,02 - 0� �+ 12^605 '003 --002 ^00 .01 ~02 /V7 ^+ 0.461 -.002-,002 .002 .00 '01 ~o1 . -.002 .000 0� 00 ~ 52 -8.461 ^002 000 ^ ` -^01 /08 +3 -9.085 00� ^ -'01 -.01 -,o� . ^ -.002 -.01 00 53 9.035 - 002 002 ^ ° ^61 109 53 5.063 ` ^ `01 '02 C1 . -.001 -.002 00 0� ^ 59 -5.0�3 ,0)1 00p ' ' -^0� 11(` �2 +5 481 001 . '00 -0� -.01 �n 5'48l ^ -^�0l -~02 -,01 01 III 60 2 ^�6� -`001 ^001 .0P ,02 -01 . -.0o1 -0001 -.01 01 ° 6� -2. 164 001 00� ^ -^ -00 / /2 59 -0.38H ^ ^ `01 .02 00 , ^001 -.001 - .01 01 ^ 6» 2 380 001 ` -~ .00 � /3 l2 18 ^�21 �^ '00| '01 .02 00 / ^ -.00� ~.001 00 0i ^ 33 -16,421 004 001 ^ - - ^03 114 13 _17 686 ^ ^ ^00 .01 - 02 , "004 .00� 00 00 ^ @� 17.686 -0)04 000 - ' .03 / /5 32 11 �24 ^ ` `00 .00 ' 00 . -.803 -.003 - 01 0) ^ 48 -11 .524 o03 003 ^ ^ �-0� | /� 3g 12 472 ` ^ `01 .v2 - 01 - . ,003 ^002 00 o| ^ 47 12.472 -_003 -.000 ` - °�1 / |7 47 8 �+o 002 ^ ^00 -,01 ,0� , -^ .000 - 0| 00 V/ -0.440 002 000 ' - -`01 l8 48 9 �1B ^ ^ `01 .0| - 01 - . ,002 .002 01 00 ' 56 9.018 - .000 002 ^ - ^01 | |9 56 1).060 ^ -^ -^0| -'02 0| -'001 .002 64 -',A.06000t 002 - ^ -'01 /20 57 _5 487 ^ -^ -00 -.02 - 01 , . 901 .001 02 0) 63 �,48� - �0' 001 ' ' `0l /2i 63 01u7 ^ -~ -`9� -~02 0| . -,001 .001 �� 01 ^ 70 -2. 167 o01 _ 001 ' ` `00 122 60 _2 3q1 ^ ' -`91 -.02 80 . .801 m01 91 01 W9 2`391 - .1)111 - � /1 ^ ' .00 . --01 - 02 .00 *PPLIEI) JOTWT LONYG, FREE 10IN15 UlNT ! OWE' X FqRCE Y FuRcE � MVMf-NT X M0mt NT Y VIOMENT ` , - - -~ 4 ' ? 22 .0O@ .000 .000 .00 .00 .00 �� A� 00 00 �� ~~~~` 23 .000 .000 -0VV . ^ ^ � 00O .�0 ^00 ^00 / 2� .V0o .V00 . 25 -.00 1 .00V ~0&V .0V .0v .VV ^ 2A .000 .00(3 .()0v .00 .00 .00 2r .00tri .00O ,002 .0n .0@ .00 ` ^ 28 .0V1 .00V .VV0 .0A .00 .00 . ^ 29 .0oV .000 ,000 .00 ,00 ,00 00 00 V 30 .A0W ,V00 .000 . . `0 31 .O0o .00G .000 .00 .00 .00 32 .000 .o0(. .000 .00 .00 ,00 33 .000 .000 .000 .00 .00 ,00 �4 .000 .VVV .080 "00 .00 ,0O 35 .00V .V00 .0o0 .00 .ur) ' .o0 3� -.0 0 1 .000 .0V0 .00 .00 .00 37 ,V00 .0(.V .Vn0 .V0 .80 .u0 2,7 -.002 .800 ,000 .00 .00 .0o 39 .008 .o00 .o80 .00 .00 .V0 ^ *u .000 .00n .000 .00 .00 ,0o e+| .003 .o@3 .001 ,00 ,00 .00 42 .V01 .000 -.001 .00 .00 .00 . 43 -.018 .000 -.0V7 .00 .n0 .00 *6 .000 ,0V0 .V00 .00 .00 .00 *5 .000 .n00 .000 .00 .00 .00 �� ^6 .000 .t)00 .000 .00 .00 .Vo +7 .00.) .00o ,000 .V0 .00 .O0 48 .0�0 .000 .000 .00 .00 .00 -/ '' *9 .V00 .000 .000 .00 .00 .o0 50 .000 .000 .000 -00 .00 .00 ^~ 51 .00� -002 .002 .00 .00 .00 ^ 32 .O0O -000 .000 .00 .00 .00 53 .000 .900 .080 .00 .00 .00 , 5� .000 .V00 .000 .00 .00 .00 55 .h00 .000 .000 ~00 .00 .00 56 •000 000 .�0� .00 .00 .00 - � -- .O � ^00o ~,602 ,00 .00 .00 - � ^000 .0V0 .0n0 .00 .00 .0A - .000 "V00 .000 .00 .V0 ,00 - 00 00 00 60 .000 .000 .002 . . . 61 .000 -000 .000 .00 .00 .00 ^2 .0V1 .000 .000 .V0 .00 .00 63 .000 .000 .000 .00 ^00 .00 64 .000 .000 ,0V0 .00 .00 .00 65 ,000 .000 -.001 .00 .00 -00 6� -000 .000 -002 .o0 -00 .00 �v - 001 .000 .000 .o0 -00 .00 | ^ �8 ` 001 .000 .00'' ^00 .00 .00 69 .000 .800 -.0�\ .00 .00 .V0 70 .0o0 .000 -.001 .00 .00 .00 71 .000 ^000 .000 .0v .o0 .00 72 .000 .V00 ,000 .00 .00 ,00 `� 73 .000 ^000 .000 .00 .g0 ^00 � 7+ .000 ,000 .000 ,0O ,00 ,00 REACTIONS,APPLIE� �O*DS SUPPORT JOINTS 1 JOIMT FORCE X FORCE Y FORCE 7 MOMENT X M��ENl Y NOME 1T Z | ,038 .213 .�63 2.63 .0o -.45 ` ` 2 -1 .B93 -1 .804 .563 2.63 .00 14, 11 3 .056 1 ,298 .H37 �.66 -.0| �2. 15 .6B8 -.'278 1 .279 11 ,02 -.01 -3.02 3 { , 5 .504 . 183 1 .508 14 .00 ,v ) -1 ." \ .B43 .91x 1 .870 1H. 13 .01 - i ,8w 7 ,B56 -2.�26 1 ,A\5 12.42 .09 -3,79 g 1 .355 -9�^573 8,62� 11 .33 .Oz -�.3n ,~�~ 1f��u �~��_� �_��°� �� __y �� .' � �°, ./ �_ . ` / " � ' | '�� _ / . . ~ \O -.473 14.909 .471 2.73 .00 1 .45 11 .509 15"047 ,475 2.52 .00 -1. .48 E3�n 12 -.991 73.956 7.604 ,'. ±'. .01 1 .73 13 -1 .077 -e8.004 8.505 10.78 -.01 1.73 1+ -1 .229 -2.35+ 1 .769 13.43 -.07 6.81 15 -1 .249 .921 2.019 19.22 -.01 4.91 10 -.76u . 148 1.695 15.87 .00 3.55 17 -.661 --222 1 .209 11 .69 .01 3.80 17 .290 1 .7.7.'2 .786 6.48 .0l .26 19 2. 191 -1 . �07 .670 4. 13 ,00 -21 . 12 20 -.030 .318 .6E34 0. 13 .0o .47 SUM .009 -.000 50.405 ` FREE JOINT DISPLACEMENTS JOINT X DISH_ Y DISPL 2 DISPL X-ROTAT Y-881"wr Z-ROTAT 2/ -.0004 .0000 -.0139 -.0001 .0001 .1)000 e2 .0085 .0000 -.0140 -.0001 .001+ -.0006 23 .0086 -.0001 -.0328 -.0021 .80e2 -.0003 74 .0337 .0000 -,0993 -.0121 .0031:, -.00*+ 25 .0479 .0000 -. 1369 -,0169 .0015 -.0062 e6 .0+86 .0000 -. 1386 -.0227 --0027 --0073 77 .0253 .0001 -.0765 - .0110 --0076 -.0039 ;18 .0016 .001.6 -,0131 -.0009 -.0006 .0000 29 .0005 -.0013 -.( \31 -.0007 .0008 -.0003 30 .0000 -,0006 -.;)150 -,0017 -.V00� °0007 31 -0001 -.0006 -.0151 -.00\7 .000+ -.0002 37 -.000.1 -.0013 -.0130 -.8000 -.0009 .0003 33 0019 O0t� 0130 - 0009 0n^5 0000 _. . _. . . . 3i( -.0254 .0001 -.075� -.0109 .0075 .0030 35 -.0478 .0000 -. 1379 -.0226 .0029 .0088 36 -.0521.1; .J00o -. 1081 -.01B3 .0000 .0867 37 -.0*83 .0000 -. 1072 --01v3 -.o027 .0053 8 -.0215 -,0001 -.0663 -.0023 -.0028 .0004 39 -.V713 .0001 -.0378 -,0001 -.0070 .0010 40 .00V7 .0000 -.0378 -.0001 -.0009 -.0001 ;r1 . 1307 -.0001 -.362/1 -.0258 -.0173 -,0095 *2 .0536 .V002 -. 1587 -.0061 -.0171 -.0022 43 .004+2 .002o --0270 -.0012 -.0024 -,0V03 , (-1"f .00B1 -.0019 -.0270 -.O,'11 .0001 -.0006 45 .0003 -.0010 -.01(74 -.002P ,0009 .0002 't 0 .0000 --0010 --0472 --0020 -.0010 -,0002 ^7 -,0070 -.0019 -.0267 -.0010 -.0^03 .0V06 +8 - .00*5 .0024 -.0267 -.0012 .0023 .0003 } 07 -.0535 .0002 -. 1573 -.0081 .0171 .0022 50 -. 1300 -.0001 -.360B -.0257 .0173 .00r5 51 .06o5 ,0002 -. 1877 -.0019 -- 0179 -,0005 52 .0097 .0028 -'0413 -,0013 -.0o27 ~.0008 53 .0136 -.0022 -.0413 -.0012 .0005 -70003 54 .0001 -.8013 - .0766 -,0017 .0016 . )007 55 .0001 -.0013 -.0�60 -.0017 -,0017 -.0002 56 -.0134 -.002r-) -.0409 -.0012 -.0005 ,0003 77 -.0099 .0028 -.06 9 , .00\8 .n026 .0( (/8 57 -.;)042 .0002 -. 1061 -.0018 .0178 "0005 59 .0728 ,0030 -.0750 -.001+ ,0016 -,0017 +0 ."160 -.0023 -.0550 -,0013 ,0023 -.0001 ^! .0001 -.0015 -.0968 -.0011 .0016 .0001 u2 .''00l -,0015 -,0967 -.0011 -.00|6 -.0001 63 -,0159 -,002Z -.05+6 -.0013 -.0C20 .0001 -.0230 ,00c9 -.0540 -.00/3 -7017 .00}r 65 ~039l ^0090 --0077 -.0(;) 3 .005. -.0018 06 -0173 -^0073 --0677 -,0013 .0056 -0001 67 .0001 -^0015 ~. 1132 -.1016 .0012 .0001 �'�: : -.0173 -.0022 -.0672 -.0012 -.0056 -.0001 . 70 -.0392 .0030 -.0672, -.0013 -.0054 .0013 71 .0001 -.0015 -. 1263 -.0045 .0000 .0000 e .0001 -.0015 -. 126e -.0045 -.0001 .0000 73 .0001 -.0015 -.1627 -.0057 .0000 .0000 74 .0001 -.0015 -. 1626 -.0057 .0000 .0000 )g, .1, ( __ . \ ^ ~ V, , - STRUCTURE - TIBARD CINEMAS NORTHBIDE FRAME---tigardfr.g1 �, .,.........,==,==....m........,,,,,,.............,======......===== .....v.,..======== (UNITS JN FEET AND KIPS) LOADING NO. 4 DEAD + LIVE =======,===.=..====.========. ======= ================.=============,== = ' MEMBER FORCES MEMO JOINT AXIAL SHEAR SHEAR TORSION MOMENT MOMENT FORCE FORCE Y FORLE Z MOMENT Y Z. t 1 3,595 .000 . 162 .00 ~.64 "00 21 -3,595 .000 -. 162 .00 -1 .29 .00 2 2 3.976 -.526 -. 162 .00 .64 -1 .72 22 -3.976 .526 , 162 ,00 1 .29 -4.54 3 3 3.629 -,0r2 - 1.84 -00 -.7* ~. 16 23 -3.629 092 -. 1134 .00 -1 .46 ' -.9J + + 5.529 .089 ~000 ,oV ,00 .48 E4 -5.529 -.005 .000 .A0 .00 .:-.58 5 5 9.060 ^052 .000 .00 .80 .32 ' 25 -9.060 -.052 .000 .00 .00 .31 6 6 10^406 . 119 .001 .00 -.02 .50 26 -10.406 -. 119 -.001 .00 .01 .68 7 7 11 .666 .095 -.00P ,A0 - .01 ^42 27 -11 .666 -.095 "002 .00 ,02 .52 8 o p.551 .:3p1 .009 .00 -.06 1 . 17 RU -P.551 -.321 -.009 .00 -.02 2.01 9 9 7.852 - .9.0) --02t .A0 .04 -2.61 29 -7.852 .920 .021 .00 . 16 -6.5F In to 5.863 . 165 . 104 .00 -.26 .53 30 -5.863 -. 165 -. 104 .00 -.67 1 . 11 � 1 11 5.872 -. 3 !)4 . 100 .80 -.3+ -.47 31 -5.8/P. . 164 -. 100 .00 -.65 -1 . 15 z2 12 7.854 .931 -.*P0 .00 .04 2.74 32 -7.1354 -.931 ,020 .00 . 16 6-49 10 13 2.530 -.268 .000 .00 -.05 -.86 DU -2.530 .268 -.008 .00 -.0P -1 .80 ' 08l v01 00 - 01 -+ 1* � 1 .678 -. -. ^ ^ ^30 - 35 -11 .678 .081 .001 .00 ,02 -.51 15 is 10.405 -. 112 .001 .00 -.01 --^V 35 -10,405 . 112 -,001 .u0 .01 -.71 16 16 9-064 -.045 °000 ,00 .00 -.26 36 -9.064 .045 .000 ^00 .00 -.29 17 17 5-518 -.068 .002 .00 -.03 -.39 37 �5.518 ,068 -,002 ,On .00 -.55 18 18 3.614 . 1B1 ^ 127 .0o -,70 .50 33 -3,634 -. 121 -. 1'X7 .00 -1 .32 1 .43 19 19 3.979 .371 -.094 .00 .49 1 .69 39 -1.979 -.171 -094 .00 1 .00 4-22 20 00 3,596 .081 .096 .00 -.51 .01 40 -3.596 -.001 ~.096 .00 -1 .01 .00 21 21 . 162 2.065 .000 .00 .00 1 .09 2a -. 162 2.066 .000 .00 .00 -1 .29 22 22 .526 1 ,4)10 .000 .00 ^0w 1)-54 23 -.526 1 .E173 .0u0 .00 .0V -4 . 17 23 23 .584 1 .756 .u00 .00 .00 4 .8/, 25 -.51J5 1 .870 .000 .00 .o0 2/t 2* ^494 1 ,739 .°o0 ^00 .00 5,32 25 -.494 1 ,6g0 .000 .0C) .0o -4-O0 25 25 -442 1 ,628 .000 -08 .00 4 ,+9 ` PA -.452 i .592 .000 .00 .00 -4.26 �� " _~ '~ , - 27 -.214 1 .615 ,()0v .0o -.o1 -3.06 27 27 .073 1 .564 -,003 .00 .01 2.74 28 -.075 1 ,655 .002 .00 .o3 -3.27 as 20 -.291 -.237 .015 -.01 - 3,13 --*6 u°1?4~ 29 .291 .409 -.015 .01 -.03 -1.39 29 29 -. 120 2.799 -.001 .00 .02 4.79 30 . 120 2.729 .001 .00 .00 -4.40 30 30 .000 ,022 -,009 .00 .0U 1 .+8 31 .000 . 190 .0419 .VV .03 -1 .21 31 31 -. 181 2,710 -.001 .00 .02 4.32 32 . 181 2.818 .001 .00 -.01 -+.92 Je 32 -.300 .497 -.009 .01 .01 1 .+3 33 -300 -°245 .009 -.01 .0E2, .05 JJ 33 -.001 1 .64+ .002 .00 -.02 3. 19 34 .001 1 .574 ~.002 .00 -.01 -2.78 34 34 . 131 1 .617 .000 .00 .01 3.06 35 -. 131 1 .749 .000 .00 .00 -3.88 35 35 .956 1 .589 ~.001 .00 .0* 4.25 36 -,356 1 .622 .001 .00 .01 -+.52 D6 36 .44,2 1 .68P .000 .00 -.01 4.81 37 -.402 1 .737 .000 .00 .01 -5.29 37 37 .469 1 .e60 .002 .00 -.01 5.05 a8 -.469 1 .765 -.002 .00 -.o3 -4.96 38 30 .331 1 .068 -.402 .00 .03 3.77 39 -.371 1 .915 .002 ^00 .01 -4 .22 39 39 .096 2.065 .001 .00 -.01 1 .00 40 -.096 2.066 -.001 .00 .08 -1 ,01 +0 29 .422 1 °909 ,000 .00 . A 7^ 10 32 -.^22 1 .916 .000 .00 .00 7.20 +1 26 .344 -, 109 .001 .00 -,01 -.31 41 -,3*4 . 109 -.001 .00 .00 -.68 42 27 1 .286 -°046 .002 ."o --02 -.e0 42 -1 .286 .0*6 -.002 .00 .00 -.21 +3 2B 1 .251 .265 ,003 .00 -.03 1 .23 43 -1 -251 -,265 -.00� .00 .00 1 . 15 +6 29 3, 104 -°625 .031 ,oV . 15 -5.05 4* -3. 104 .625 .031 .00 . 1:1 -.58 +5 30 3. 111 .277 . 154 .00 -.g9 1 .52 4Ll -3. 111 -.277 -. 1'36 -00 -.50 .97 "6 31 0.926 -. 167 . 156 .00 -.B9 -1 .07 46 -2,986 . 16T - . 156 .80 -.51 47 32 3.o7* .686 -.030 .on . 16 5,30 *7 -3.07+ --686 .033 .00 . 14 .HH 48 3,3 1 .247 -,280 .002 ,00 -.03 ' -1 ^36 4B -1 .247 .2B0 -.002 .00 ,01 -1 ^ 16 �9 34 1 .287 .050 .001 ^00 -.02 .22 49 -1 .287 -.050 -.4)01 .00 .4))) _23 50 35 .346 . 11+ .001 .00 --01 .34 5O -,046 -. 116 -.001 ,00 .00 .69 51 41 . 1V9 .36* ,001 .4)0 .00 .68 42 -. 109 .307 -,001 .00 -.1)1 -.45 52 42 .4)84 ,71e .003 .00 -01 1 .03 43 -.084 .014 -.003 .00 -.o4 -1 .77 53 43 -.071 .011 -.049 ,00 ,04 -.04 44 .071 ,2O1 .0*7 .00 . 15 -,3+ * 54 44 .*17 ,745 .019 .00 -. 15 1 ^39 +3, .750 -.019 .0} -.06 -1 ,42 55 *5 . 136 . 112 .013 .00 .06 .29 46 ~. 136 . 126 -.013 .10 -. 10 -.32 56 *6 .523 .70n - .032 .00 . 15 1 .�9 41-7 -.523 .723 .n32 . 10 .20 -1 .36 57 47 -.052 ,203 .058 .00 -.2o *8 .032 ,V09 -.053 3o0 -.o^ .04 58 +B .092 .843 ~.002 .00 .03 1 .76 49 -.092 .720 .00e ,00 -^4)1 -1 ,0* , �.�.=�.~`~_-�°-��=.'��.^^ \ ) /y `~ , \ / . , ^ ^ ^ . . � ^ 50 114 346 001 0O o0 6� _. . . . . _. �� 60 42 .261 -.071 ' .000 .Vu .00 ~.38 ��r». 51 -.261 ,071 .000 .00 .00 -.25 41 43 .385 . 127 .006 .00 -.04 .61 se -.385 -. 127 -.006 .00 --01 ' .52 62 44 2.312 -. 170 -.009 .00 .02 -.72 53 -2.312 . 170 .009 .00 .05 -.65 63 45 2.249 °016 .011 .00 -.01 -.07 54 -2.249 -.016 -.011 .00 -.09 .09 64 46 2. 130 .092 -.004 .80 -,00 .44 55 -2. 135 --092 .004 .00 .07 .37 65 47 2.305 . 180 -.007 .0w .02 .39 56 -2.305 -. 130 .U07 .00 .05 ,76 66 48 .379 -, 125 .007 .00 -.04 -.59 57 -.379 . 125 -.007 .00 -.01 -.5\ 67 49 ,268 ,072 .000 .00 .00 .38 58 -.262 -.072 -000 -00 .00 .26 68 51 .071 .261 .000 .00 .00 .25 y '' 52 -.071 .361 .000 .00 .00 -.84 69 52 -.087 -.017 -.029 .00 .00 -.wP 53 .O87 .229 ,029 .00 . z1 -.4/ 70 53 -.026 .824 .016 .00 -. 11 1 .60 54 .026 .671 -.016 .00 --07 -.75 71 54 .022 . 165 -.002 .00 .07 .37 5� -.022 -047 .002 .00 -.06 -. 13 72 00 -.074 .678 -.014 .00 .o6 .76 56 -074 .e16 ,A14 .00 . 10 -1 .54 73 56 --095 .2.26 .027 "V0 -. 10 .u5 57 .095 -,014 -.027 -u0 -.01 .02 74 57 .07a .360 ~000 .o0 .01 .63 58 -.072 .262 .000 .00 .00 -.26 75 52 .086 ^027 -.001 .00 -.01 .31 59 -.096 -.027 .001 .00 .02 -.07 76 53 1 .324 -. 168 -'012 .00 .05 -.65 60 -1 ~324 . 16B .012 .00 .06 -^84 77 54 1 .413 .057 .037 .00 -. 17 .25 / 61 -1 .413 -°057 -,037 .00 -. 16 .26 78 55 1 .412 -°057 -042 .00 -^20 -.21 ' 62 -1 .412 .057 -.042 .00 -. 17 -.29 79 56 1 .315 . 167 -,012 .00 .05 .69 63 -1 .315 -. 167 .012 -00 .06 .79 80 57 .089 -.027 -,001 ,00 -.01 -.32 64 -.099 .027 .001 -00 .02 .09 � B1 59 -.033 .011 -^017 -00 ^00 .03 . 60 .083 .201 .017 .00 .07 -.41 82 60 .042 .795 .009 -00 --07 1 .43 / 61 -,042 .700 -.009 .00 -.0+ -.8v 83 61, ,027 . 109 -.002 ^00 .04 .05 � 62 -.027 , 103 .002 .0n -.03 -.33 94 62 .040 ,704 -,008 .00 ,03 ,9P 63 -^040 .790 .008 ,00 -06 -1 .40 85 63 -.032 . 199 .816 .o0 -"06 .(i 0 64 .032 .01,3 -.016 .00 -00 -.03 06 `,59 .075 .0tV -.00a ,0o .0� .00 65 -,075 -.010 ,VVi',"2 .00 .02 .01 87 60 .406 -. 109 -.008 .00 .04 -.50 66 -.406 . 109 .008 .00 .03 -'47 88 61 .605 .042 .033 .00 -, 16 .23 67 -"605 -.042 -.033 .00 -. 13 . 1+ 99 62 .604 -.043 .033 .00 -~ 16 -.2� 68 -.60et .0x3 -.033 .00 -. 13 -, 1� 90 63 .405 . 111 -,009 .00 .04 °5E 69 -.405 -. 111 .008 ,08 ,03 .46 91 64 .075 -.011 -.082 .00 .6l -.09 70 -^07t, ^0t1 .002 -00 .02 -^01 .~ �. ..~=" � �. ��'"�, '�� / -� '' .i.,:, »r . ' '/ , ' 66 -.006 . 138 .000 .00 ^03 -. 15 -.03 �0 ` � 93 66 . 106 .309 , .005 .00 ^ 67 -. 106 .286 -.005 .00 -.02 -.37 94 67 .070 . 107 .000 .00 .02 -. 14- , SV 60 -.070 . 105 .000 .00 -.02 -. 13 95 68 . 107 .287 -.005 .00 ,V2 .37 69 -. 107 .309 `005 .00 .04 -.49 96 69 .006 ° 138 -009 .00 --04 - 1+ 70 -,006 .074 -.009 .00 .00 -.02 97 67 .212 .012 .000 .00 .00 .07 71 -.212 -.012 .000 .00 .00 -.02 99 6n ,212 -.012 .000 .00 .00 -.07 72 -.212 .012 .000 .00 .00 .02 99 71 -.022 . 106 .000 .00 .00 .05 72 .022 . 106 .000 .00 .00 -.05 100 71 . 106 -.010 .000 .00 ^00 -.1)3 73 -. 106 .010 .000 .00 .00 --04 101 72 . 106 .010 ,000 .00 .00 "03 74 -. 106 -.010 .000 .00 .00 .04 102 73 .040 . 106 .000 .00 .00 .04 74 -.010 . 106 .000 .00 .00 -.04 103 9 .426 .000 .000 .VV .00 ,00 20 -.426 .000 .000 .00 .00 -00 104 g .564 ,00o .000 .00 .00 ^00 29 -.584 .000 .000 .00 -00 .00 �05 29 . 102 .000 .000 .00 ,00 .1)1)' 43 -- 102 -000 .000 .00 .00 .00 106 28 .303 .000 .000 .00 .00 .00 44 -.303 .000 .000 .00 .00 .00 1, 107 44 - 135 .000 .000 .00 .00 .VV N0 52 -~ 135 .000 .000 .00 .00 .00 ' 100 43 - 116 .000 .000 ,00 . 00 -00 53 -. 116 -000 .000 ^00 .00 .00 109 53 .046 ^000 .000 .00 .00 .00 59 -.046 .000 -000 .00 .00 .00 110 52 ,085 .008 ^000 .00 .00 .00 ' 6O --0B5 .000 .000 .00 .00 -00 '` 111 60 --081 .000 ,000 .00 .00 -o9 65 .001 .000 .000 ,00 .00 .00 112 59 .046 .000 .000 .00 .00 .V0 66 -.046 .000 .000 .00 .00 .00 \l3 12 .439 .000 ,000 .00 .00 ,00 33 -.+39 ,000 ,000 .00 .00 .00 � 114 13 .5�0 ,000 '000 .00 .00 ~00 '` 32 -.570 .000 .000 .00 .00 .00 '' 115 32 .0B4 .000 .00* .09 .00 .00 40 ~.03* .000 .000 .00 .00 .00 116 83 .31, ",i, .000 .000 .00 .00 .00 47 -.319 .000 .000 ,00 .00 .00 ^ 117 47 ~ 140 .000 .00( ,00 .00 ,00 57 -. 140 .000 .000 .00 .00 ,00 110 40 . 102 .000 .000 .00 .00 .00 56 -. 102 .000 .000 .00 .00 .00 119 n6 . 044 .000 .000 .00 ,00 ,00 64 --044 .000 .000 .00 .00 .00 120 57 .085 .000 .000 .00 .00 .00 63 -.005 .000 .0)0 .00 .00 .00 121 63 -,001 -000 .000 .00 .Vn .00 70 .001 .v00 ,000 .00 .00 .00 122 64'4 .046 .000 .00V ,00 .80 .40 69 -.046 .000 ,000 -00 .00 .00 �� APPLIED JOINT LOADS, FREE JOINTS ' Y JOINT FORCE X FORCE Y FORCE Z McnENT x nomEr“ Y MOMENT Z �~~'� .--`"=- . .~^°� ,~`~~`= ,~�==,��-.~=. ,~... .~. ~=.=~=====�=, "==`=e.==^=�=�'�==��===�==�===_===�� ___ �� ^i Li Li Li �� Li Li LI LI , -~ '"-1 / , ,~~ �-~~�. . '��.~ . .. e2 .000 .000 .000 - - ^00 .VV ^ 0023 .000 .0m} ^m00 .00 .V0 ^oV W `e4 .000 -1.920 .000 .00 .00 .00.000 -5^760 .000 ^m} .o0 ,o026 .o0V -6~720 ^000 ^00 .00 .00^nuo -7^200 ^»«» ^0« .00 ^002e .000 .000 ^uu0 ^0o ^00 .0029 `0o0 ^000 ^0n» ^«0 ^nn ^0030 .00o -000 .0*m ~nV '00 .0031 ,v00 .p0o .VOc o0 0o 00 ga .000 0oo V00 ^ . . ' ^ '00 ^»* 00 33 .000 ,000 .000 oo nn . 94 .000 -7.200 000 ^ ' ^u0 00V �^7�n ' ^0V .00 ,no �o . - . .0o0 '00 w0 00 ` ^ 36 .000 -5.760 V0V 00 ^ ' 37 . -1 .920 V�� ^»w .Vo .0VV .o0 0� 00 36 .000 .nVo �o0 00 ^ ' 39 0Vo n^V ^ ' ^«� .on *o . . .000 .00 0o oo -000 -1 .530 000 oo ^ ~ 41 ^»00 000 ^0�0 - ^V0 .0o 42 00V . . '00 .0o «u , .000 .von 00 00 ^ ' 43 ,000 000 ooV ^ ~ .n0 ^ 44 ^00 ^ ` ^oV ,0o 00 . .0nV .000 00 0o ' 45 .*0o w0n bo0 ^ ^ ^o* 46 o0� ' ^ ^00 .n0 ' �V - 'o0o .000 00 00 ^ +7 .u00 {�" 0�0 ` ^ ^^n ^B 000 . ~~ ' ^»0 .V0 00 . '000 .000 00 0o ^ 49 .0}o 000 000 ^ ^ `»»' ' 50 .n{" 'n�0 ^0n0 '00 ^0» .00 51 00_ . ^ ~»" ~0« «0 ^ v .0r� .000 00 00 ' 52 ^0�0 �0v V00 ` ' `00 53 c"�) . ` ^*0 .00 o0 ^ .*x} .ono .00 00 54 ^000 o00 O00 ' ~00 55 000 ~ ~ ~00 .00 �0 ' ,00o ^000 00 w� ^ 56 .000 000 V00 ' ` ^0V 57 00V ` ^ ~0n .o0 0o , .000 .000 00 00 ' 50 .000000 000 ` ' '00 �9 o0{ . . ^00 .u0 nO ' ,000 .00V °oon o0 o0 ` 60 .0^0 m}� ^0V ' ` -»» � 61 000 ^ ^ `00 .00 o0 . .0m} .0on 00 00 ^ 62 ,o0o .0V0000 ` ^ '»0 63 .000 000 .oo0 '»» ^u0 ,0o 64 «0« ^ou0 - ^«o .o0 ^�n a5 ^ ` 'm�) `00 °0 00 ,*)V .00o -000 09 ^ ^ 66 `000 0000v0 ^ '00 .V0 67 0vD `»00 . `«0 ^»" .00 , , .00" -«» »« »» 6e .000 .000 oo* 0n ^ ' 69 .00o .000 ~o0n ~ '»» `»» 70 0oo o0n ^ ^n0 .00 .00 � 71 , , .000 .00 «0 00 .V00 -000 .000 00 ^ ^ 72 .00V 0�0 000 ' 'V0 '*" 78 o0� ^ ' ~o0 `n0 «» . .000 ^000 00 o0 ' 7+ ,000 000 000) ^ ' ^00 . - .00 .00 .00 REA[TIONS°*PpLzED LOADS SUPPORT JOINTS JOINT FORcE x FORCE v FORcE Z MOMENT' X MOMENT v MOMENT Z ^ .*00 3.595 . 162 .64 oo 1.97e, - �� 6+ ' ~ o* c .526 �.9r0�i 3 629 ` -` ^00 -1 .73 3 ' ^ ^0*5 .75 .00 . 11 4 -,064 5.529 -.031 .00 ,*� / 0�� 7 � / 5 - -^ .0�� 9.060 - .016 -. li 00 30 -.•.- 6 -^ 112 10^406 -.041 -. 16 ^ - 0m 47 / � ~- � ^ I . . . « '�� ^ ^ ., ' �~ ~-__ � 10 -, 165 5.863 . 10+ .36 -00 .53 i 11. . 164 5.872 . 100 .34 .00 -.+7 ` 12 -.930 8.260 . 144 -.04 .00 2.74 ��w� ' 13 .254 3.059 -.300 -.25 .00 -.82 �"�t� 14 ,076 11 .6713 -.030 -. 10 .00 -.2u 15 . 105 10.4U5 -.038 ~. 13 .00 -.38 16 .043 9.064 -.016 -.09 .00 --24 17 .064 5.518 ~~022 -. 11 .00 -.37 18 -.069 3.634 . 161 .83 .00 .22 19 -^371 0,979 ^.09+ -.49 .00 1 '69 20 -.001 3.596 .096 .51 ,00 .01 SUM .0oV 130. 127 .000 FREE JOINT DISPLACEMENTS JOINT X DISPL Y DISPL Z DI5PL X-ROTAT Y-RRTAT 2-RnTAT 2100o0 - 000e .000� .0��0 .V0�0 .0000 ^ ^ 22 .0003 --0002 .0000 -.0010 .0000 -.0003 23 .0003 -,0002 .0000 .0010 .0000 .0003 24 ~0002 -.00(3 .0001 .0000 .0000 .0000 ' - 25 .0002 -.0004 .0000 .0000 .0000 .0000 26 .0002 -.0004 -.0001 .0000 .0000 .0000 27 .0002 -.0005 -.0001 .0000 .0^00 .0000 28 .0001 -.0001 -.0001 .9000 °0000 .0000 ' 29 ,0000 -.0002 -.0001 -.0001 .0000 -,0002 30 .0000 -,0002 -.0002 ,0004 .0000 -0000 31 .0000 -.0002 -.0802 .0(04 .0000 --0001 32 .0000 -.0002 -.0001 -.0001 .0000 .0002 33 -.0001 -.0001 --0001 .0000 .0000 .0000 34 -.0001 -,0005 -.0001 .0000 .000n .0V00 -.0001 -.0004 -.0001 .0000 .0000 "0000 24 -.0001 -~000* .00o0 .0000 .0000 .0000 37 -.0002 -.0003 -.0003 .0}00 ,0000 ~0000 23 -.o004 -.0002 -.0008 ,i012 .0000 -^000* 39 -.0005 -'.0002 -^0001 -^0010 .0000 ,0003 *0 ,0000 -.0002 -°0001 .0010 .0000 .0000 41 .0001 -,8004 -.0005 .0000 .0000 .0000 +2 .0002 -.0005 -.0006 -.0001 .0000 .0000 43 .0001 -.0001 -.0004 .0000 -.0001 .0000 44 0004 - 0002 - 0004 .0000 -.0001 .0000 |� 45 .0001 -.0003 -^0010 ,0000 .0001 ^0008 46 .0001 -.0003 -.0011 -.0001 .0000 -0000 47 ~.0002 -.0002 -.0004, .0000 .0000 .0000 .. 48 .0000 -.0001 --0004 .0000 .0001 .0000 . 49 -^0001 -.0005 -.0006 -,0001 .0000 .0000 50 -0000 -.0004 -.0004 ,0000 .0000 ^0000 ' 51 .0002 -.0005 -,0012 -^0001 .0000 .0000 52 .0000 -.0001 -.0007 "0000 -,0081 .0000 53 .0002 -.0002 -"0007 -.0001 -0000 .0000 � 5* 0001 - 0004 -.0012 .0000 °0000 ^0000 � 55 .0001 -.0004 -.0012 .0001 .0000 .0000 5+ -.0001 -^0003 -,0007 -.0001 .0000 .0000 57 .0001 -.0001 -.0007 ^0000 .0000 .0000 58 -.0001 -.0005 -.0012 -°0001 ,0000 .0000 59 .0000 -,0001 -.8012 -.*001 .8000 .0000 60 .0001 -.0003 -.0012 ~.0881 .0000 .0000 � 61 ,0000 -.0005 -.0014 .0000 .0000 .0000 62 .8000 -.0005 -.0014 .0000 .0000 .0000 63 .0000 -.0083 -.0012 -.0001 ,0800 .0000 61.k .0001 --0001 -.8012 -.0001 ,0000 .000o 65 -0000 -.0001 -.0016 -.0001 ,0000 .0000 46 .0001 -.0003 -.0016 -.0001 ,0000 .000O 13 0000 0008 0000 69 .0000 -.0003 -.0017 -.0001 .0000 .0000 70 .0000 -.0001 -.0017 -.0001 .0000 .0006 MI ' 71 .0000 -.0005 -.00/8 .000u .0000 .0000 72 .0000 -.0005 -.0018 .0000 .0000 .0000 73 .0000 -.0005 -.0019 .0000 .0000 .0000 74 .0000 -.0005 -.0019 .0000 .0000 .0000 ..... ‘ r d 1 . 98TRUCTURF - TIOARD CINEMAS NORTHSIDE FRAME---tigardfr.q1 Silez (UNITS IN FEET AND KIPS) . . 9LOADINU NI). 5 DEAD .0.' WIND ...,,,,,.............m..,4===mm.....===.......,,,,,,=====m==.....==..............=======.===== MEMBER FORCES MEND JOINT AXIAL SHEAR SHEAR TORSJON MUM1-.NT MOMENT FORCE rORCE Y FORCE 7.: MOMENT Y 7 1 1 1 .973 -.037 .642 .00 -8.94 -.45 21 -1 ,893 .037 -.261 .00 -P.44 .00 2 2 1 . 151 1 .606 .483 .00 -2.31 13. 17 22 -1 . 151 -1 .606 -. 101 .00 -1 . 17 5.97 3 3 3.280 -.396 .865 -.01 -0 .95 -4.09 23 -3.290 .262 -.500 .01 -3.23 . 16 rt. 4 2.412 -1 .942 .956 -.91 -9.26 -6.42 24 -2.412 .998 -.599 .01 -.91 5 5 4.092 - .970 1 .236 .90 -12.60 -6.09 2S -4.992 .836 -.070 .90 09 -4 .67 6 6 5.(303 -1 .491 1 .456 .o1 WrillatrO, -7.97 26 -5.003 1 .289 -1 . 159 - .01 3.37 -5.47 7 7 3.925 -1 .325 1 .2'39 .02 - 10.30 --7.6'? 27 •-9.927' 1 ,214 --.94i) -.02 -.52 -'4.92 8 8 -6' . ,5 -1 .772 1 .393 .01 -7.36 - 11 .90 28 69.925 ii,A1 .661 - 1 .095 -.01 -4.88 9 9 65. 166 ' ..1-1 .556 1 .457 - .01 -7.65 -3.31 29 --65 e6 1 .556 - 1 , 139 .01 -5.23 - 12. 12 19 19 9.552 .555 .534 .09 2.71 1 30 -19.552 -.555 -.216 .99 -1 .01 378 11 ii 19.690 -.594 .524 .01) - 2.69 -1 .72 31 - 19 .69' .594 -.206 ,00 -.93 -4. 19 12 12 .465 1 .591 1 .450 .91 7.61 3.257-7 32 -64.465 -1 .591 -1 . 132 - .91 -5.20 11 .64 13 19 -69.420 1 .517 1 .389 -.91 -7. 79 19.49 33 6r 42.3 -1 .405 1 .992 .01 4.92 4.90 14 14 3.993 1 .725 1 .224 -.02 - 19. 19 19.92 34 -3.903 -4 .614 -.927 .90 ( 9 , 5.65 15 15 5.911 1 .843 1 .452 - .91 16.;,113 11 . 19 35 -5.811 - 1 .'731 -1 . 155 .01. 16 16 4. 111 1 ,27(3 1 .300 .90 -13.61 8.74 36 -4 . 111 -1 . 144 -.963 .99 .(K) 5.69 17 17 0.462 1 .094 .991 .01 - 9.62 7.44 37 -2.662 -.840 -.404 -.92 5.45 18 18 3.798 .()70 .997 .01 -6.16 2.79 38 -3.798 . 199 -.439 -.91 -4.28 - 3. 10 19 19 .(.c'5 , - 1 .989 .638 .00 3.0A 89.29 J9 -.69Y 1 .909 . 120 .99 8.81 11 ,46 0 ) 29 1 .999 .030 .731 .90 4, 39 .49 49 -1 .999 - .939 .222 .ou J.20 .99 21 21 .261 1 .9)-.?3 -.0,37 .99 .90 2.44 - ...261 .(398 .I)37 ,, II) .t14 1 . 17 22 22 -1 .568 .2573 .362 .99 . b4 '..97 23 1 .568 1 .914 .574 .99 8.79 '-9.05 143 23 -,1 ; 4U(-3 1 .466 .,r, 21 .I •E.) -8.70 13.5)' Pei t , /01 . )1 I") .; 65 - .i)q, .3 ,'19 P4 24 , / /., 1 1 77 „ -I 34 ,o1 .02 4, 31 25 t )vri .691 .497 .91 J5 25 - . 39 .1 ,201 .,(Cfl ,91 .96 ',- 19 26 . ., 9 .H1j .225 .91 , (0 26 °.e.e..) , 1)",:!0 2.94)5 . 01:i .1),3 I .01 ^,.53 E?'1 349 .Pet) .566 .03 - .09 I.117 ,~�,^��,~ �_ . � ` . � - �- u+. o�� ~"�u .v� o.° �i��» �u ^ ^ 02 �� 3 -10.29 ��, _ 2� 28 -.�2� -�^�14 � ^2�7 -^ 1' �4 ��.47 ` 29 72� �,0�6 -� ^B47 .02 ~ �� 14 ^ 41� 00 - .29 - , 2q 29 -4.421 -t ^�32 ^ ^ 00 4 _�7 67 08� 4.332 .480 ^»� ~�u 5.01 ^01 ^ -.231 .017 .00 -.6� . '.'10 30 -2.737 ^ 31 2.737 ^443 . 111 ^00 ^81 -6^36 �2 �� 9 31 31 -4.395 4.252 .472 ^g0 -^ 24 13^ 6+ 32 4.735 -1 ^290 ^+21 .00 1 ^�� 5^56 33 `78� - ^ ^ 30 32 -.706 4°069 -1 ,276 ,v� -�, �� ,22 ~ � ��7 1 276 -.01 . . . _� �� ~1 .2i J3 83 ,058 ^573 1 ^041 .03 ~ -4 �� |- ` 03 , 34 - .409 � ^611 -. 104 -^ -.09 � ^ 551 .03 . 10 -3.1,6 34 34 -.370 .215 . g� �7 q3 , 3� 002 2.070 .429 -.03 -^B9 -1 .27^ ` B09 -.01 35 35 -^989 ^452 ^ .1 �� -5 76 .728 � �V2 .407 . . 36 ,V1^ 36 36 -1 .873 .649 _475 -.01 -1 .41 ,07B19 ^�66 ~01 -^ 37 1 .99448 -0.09 1 . `36 .523 219 -.02 .�4 -. 37 37 -2.442 ^ 38 2. 1+7 1 ^*50 .560 ^ ^83 -1.1.813202 28� �2 �6 ^ 38 39 -1 .959 2^250 `586 .00 -0.83 11^48 39 1 .959 -. 102 ^350 ~00 ' _2^^�� 39 39 .222 .792 .030 .00 -.92 00 _3 20 -.222 1 �2� -^8�0 .�o . . , 40 ^ P.71 ^ '�' 00 -� 4� � ' 1� 21� � ��4 .�03 , °+0 29 ' ` 32 -1100 � .�� -2.99 2t9 / , �3� ,3�7 ^ ` o5 3.41- -0.89 *1 '26� .769 ~^769 ^920 ^ 05 -3°5� 41 - .765 ,668 -.250 -,05 -, ^ q0. +2 27 -.674 -^861 ^476 .W.9 ,52 -2.3 �� 39 67+ .760 . . 42, ^ -.207 -.03 -1 017 4.68 -.01 ~83 ~ 43 �8 -39.7�5 -^35� ^ -2 71 43 39 755 ^252 -~7*7 -^03 -3.06 ��,^64 ~ � ��9 � 180 .01 -�,24 wr 4v �9 34.431 ^ ^ 17 23 �+ 3� 4�� -� 4�9 -.892 -~01 - 4 .08 7~7� - ^ ` 00 -5 �� . 1 gn1 1 203 . . �_ 4� 30 13.4�1 , ` ' � �q 45 -15.451 -1 .801 -.915 .00 -+.2� . 31 -1�^0�0 -� -297 � .21q _00 -5,24 -9.6267 oh ' no -�.4� - . 46 15 090 1 ^29� -^931 ~ 21 �0 - ~ 1 17V - 01 -5. 1B - . 47 32 33`8�� -4. 144 ^ -1� 08 47 3� 85� 4. 1�+ -.B�2 ,0I -6 .06 .81 - ^ 99� - 03 -^ ��8 . 40 33 - 39,478 ^455 ^ " n3 _3 1q 2.B� �� 39.672 -,354 _,728 , ' 2 7V ` ~ 885 �7� -.83 . 40 . 4� 34 -^��3 ^ ~ *q .623 -~734 -^ 3 5H 6 .36 2\0 .03 -�.`�� 2.^�7 7*� .917 -. 5o 35 ~769 ^ 05 -0� - .05 J.'588 79 -^ 2*� .�� -. 50 -^ 2�0 _ n5 .05 3^�� .672 �6� ^ ^ | 85 �� ^ 05 1 84 ^ 41117 557 . ^ _ -_ 42 �68 -^ ^ -- H� -^ ' - � Vi � �� -, '- .461 - 0�� -. - . -- 3� w2 2-002 ^ ' 10 5B -� �1 43 1 512 1 . �02 1 ~401 .01 ^ 7.2o - ~ � 5o3 - 01 -10.53 - . 53 �3 -` 1�� -1 ^6�� ` - 4 52 �� 1�4 i B�g -� .5�9 .O1 . . 44 ^ ` 0� � 5� -P -1.9',7 ` 4� � g82 -�_8�3 1 . 167 , _ , 22 �3 54 - ^ 079 00 -| ^�9 - ' 45 788 � �77 ^ - 6.26 ^ ^ o0 1 �� l05 113 ^ ' �5 45 -1 ^23� ^ ^ '^ 1 77 -6 32 1 23B �3� .0l1 .o0 - . , 46 ^ 00 1 B1 2�.28 56 �6 -,31� 5~8*4 -005 ^ �^ *8 24 36 7B� 3 �22 \ . 174 .00 , . 47 ^ - ^ 01 4.413 -'77 081 1 694 -1 �21 . -57 *7 -^ ^ ` 10 57 7 12 �\ 482 | .521 -.01 , . �4111 .1)111E�/ ~ 0\ �0 62 2^7� 58 48 1 ,424 1 .075 1 ,4�} , _ � , �4 ?� 1 914 iB7 -.093 -.01 ' . 49 - , , 1 B� _187 ',-"19 44-, .34] -- 118 .960 ^0� - ^ �� _3^5� 50 -.644 ' .769 .247 -.0� -/'^ , u m ' � &-i � « �.� � / ^ - � Li "_ =� =� ~_- ~_ �� ~�� . 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' . - ` ' �� 6,1 43 -�0,316 -.6'/6 .7/9 .00 0� -B.�� . ��sT 52 20.316 .562 -.473 .00 -2. 10 -8.53 62 44 16'^8g3 2. 164 .995 -.01 -4. 15 5. 18 0� -g t9 13.93 53 -16.083 ~2. 164 -.669 . , ~ 1 ��B 1 V09 00 -3 74 6.21 63 45 �0 4�9 ~ ^ ^ ^ ^ - --- 54 _10.+69 -1 ,328 ~.682 ~00 -3.72 5.51 64 46 9.734 1 .742 -1 .012 .00 3.83 8.27 5� -9.734 -1 .742 .685 °00 3.67 7. 14 li '16.825�5 47 �^8�� -2.350 1 .003 .00 -4.2o -6.55 56 -16``825 e.350 -.676 .00 -3,22 -14.20 77� -.01 -� 66 48 -20.323 .697 - .43 -3.02 57 20.323 -.nue -.472 .01 -2.09 0.67 67 49 -.992 -.039 -.257 .00 3.62 -3.22 58992 .953 .563 .00 .00 -4-69 ^ 68 51 _^9ge -1 .017J -.564 .00 .00 -4.82 52 1 .325 1 .638 1 -481 .00 12.01 -10.76 69 52 -.066 -1 .072 1 .310 .02 -11 .90 -5. 17 53 .066 1 .284 -1 .310 -.02 6.66 .46 70 53 -.416 -2.384 1 .572 .00 -6.65 -17.66 54 -. 111 3.879 -. 188 .00 -3.24 -17.no 71 54 -.066 .415 .076 .00 3.24 5.64 55 .066 -.203 .072 .00 -3.25 -4.4/ 72 55 -.005 3,916 -. 154 .00 3.04 17.60 56 .532 -2.422 1 .530 .80 6.47 17.93 73 56 -.073 1 .266 -1 .352 -.02 -6.40 -.52 .073 -1 ,054 1 .a5k! .02 11 .09 5. 16 7+ 57 -1 .296 1 .615 1 .480 .00 -12.00 10-63 no .953 -.992 -.563 -00 .90 4 .69 75 52 -8. 162 1 ,553 .620 -.07 -2.74 17,50 59 8. 162 -1 .668 -.314 ,07 -1636 -3.e6 76 53 5.228 1 .029 .665 -.03 -3.62 2.55 60 -5.228 -1 .029 -.358 .0:=1 -1 .99 6.5A 77 54 6. 175 1 .092 .742 .*0 -2.52 5.22 61 -6. 175 ' -1 .092 -.+1n .V0 -2.59 it .42 `9 55 6~ 104 -1 "074 .759 .00 -2.63 -4.97 62 -6, 104 1 °074 -,432 .00 -2,64 -6 .51 79 56 5.224 -1 .052 .686 -03 -2-62 -2-53 63 -5.086 1 .052 -,359 -.03 -1 .99 -6.76 80 57 -8. 167 -1 .548 ,62o .07 -2.74 17.51 66 8. 167 .662 -.31+ -.07 -1 .30 3.33 31 59 -,579 -.6'17 -1 .356 ,06 .00 -2.60 60 .579 .429 1 .358 -.06 !,.*2 1 .30 u2 60 -1 .066 -1 °611 1 .511 .00 -�.01 -1 .+9 61 .492 3. 106 -.0\0 .00 -3, 14 -13.v3 1-33 61 -,612 ° 126 .062 .00 1, 14 3668 62 .612 .086 ^086 ,00 -3 .09 -A,+» 84 62 - .522 3' 121 -.002 .00 3.09 13-09 63 1 .096 -1 ,6126 1 .503 ,00 5^36 12.58 85 63 -.592 ^424 1 .346 -.06 -5.33 -1 .a,..), 64 °582 -.212 -1 ~y46 ,4)6 .01 2.0) 66 59 -1 . 163 . 197 .365 -.07 ~1 .07 2.46 65 1 . 163 -.340 .016 .07 -.67 -.0P- 37 60 -.671 1 ,930 .483 -.06 -1 .50 5.99 66 .071 ~1 ,920 -^076 .06 -.97 11 .07 / 133 61 P.943 .936 .533 .00 -@.04 4.1)4 67 -2.963 -.936 -. 121 .00 -.91 4.22 39 62 `,.891"1 -,950 ^535 .00 -2,02 -4. 12 6I3 -2.ty�B ,950 -. 128 .00 -,90 -4.27 96 63 -,462 1 ,912 .401 .06 -1 .50 -5.35 69 .462 1 .912 -, )76 -.04 -.97 -11 .05 91 64 -1 . 168 -.283 .365 ,07 -1 .07 -3.'61 70 1 . 168 -36P .0i5 �.07 -.*0 ,08 92 6� -.757 .111)7 , .011 -.09 -.48 66 .75} 6.595 - 112 -.00 1 .33 3,28 . ' U84 00 - 1 .41 -11 .94 91 67 -1 .837 - 123 .u95 .00 2.45 4.01 ,��. -~ ' 68 1 .837 .089 .009 �0 ^ 95 68 -2.313 P.600 ^ -2.46 -�,q� ��n�` 69 ^ ^ ^ 192 ^00 2.47 13,95 96 69 2.724 -2.005 ^887 .00 '1 .43 11 .92 -,757 -.592 .317 -.08 -1 .35^ ^ 70 `757 804 -.317 ^ -�~�7 97 67 21� � ,�44 , ,V8 .0B .48 . . .682 .01 � V6 71 -.216 -1 .344 498 - ^ �`�3 98 68 .2011 -\ ^Q44 -^ -^01 1 .70 ,55 72 �0� ^ .682 -.01 -*^06 -4 01 99 71 -. � .344 --490 -01 1 .70 ' ^56 -1 .394 . 110 -092 00 ^ ~^ 72 A ,394 %02 .092 ^ ^8� -.�B 100� 71 107 ^ `0V -.01 .29 ~ -.05o .406 .00 1 �0 73 -- 107 0�0 0�� - ^ -^2� Jul72 10� ^ -^ ^0V .00 - 07 . .050 .406 0V i 70 ~ 74 -, 105 -.050 09� " - ^ .27 102 73 050 ' -^ ^00 .00 07 7� . . 107 .092 .00 m) ^07 -.V50 . 105 V9� .00 ^ ^ J03 9 16-B62 -.004 ` ^00 - '07 .001 VW - .01 28 ~16.962 .004 - V01 ^ -.03 1V4 8 - 17.330 " .00 -^�� - 0� ' 29 17~�3B ^004 '0( 1 "00 ,00 ^03 105 �� 1 � ^B�� -^004 ^000 .00 ,00 ^02 �� 11 ,8�� _^003 ,003 .01 -^w1 - `V2 106 �g -1� ^3�0 ^003 -~003 -.01 _,02 _^0� -12.350 .003 -.082 .00 .01 ^ 44 12.350 -.003 002 ^02 107 44 14.570 ` ~ ^0� -01 �| -.ov2 .000 V� u0 ~ 52 -9.502 ,VW2 0V0 ^ ' -^»� 108 43 -0.900 .002 ` -~0� -^01 -.0l . -.00B - .01 80 3a 0^900 -.u012 �0� ` ^ ~V� 109 53 5. 11)5 ~ ~ `V1 .02 .01 . �.0V1 -,002 .00 o0 5� -5^ 105 001 .002 ^ -^0� 1l0 52 _5 �q4 ` ^00 .02 - 01 . ,001 -.801 -.OP 01 ' 60 5.394 -.001 001 ^ -^ `»1 1 |l 60 2. 160 ^ ~ ^02 .02 01 65 2^ 16� -.001 -^001 -.01 -`0l .00^ 11� �� -2 `3�1 ^001 ^001 .01 .02 0A -2.341 .001 -.001 - V1 01 ^ 66 2.3�1 -.not .0(11 ^ -^ .00 113 12 16.773 ^ .01 .02 0V 33 _��' 77� -'004 -'001 -00 ,01 _ ~03 114 13 _17 ^�7V ^n04 ^001 .0V .01 _^02 32 �7`270 '004 ^000 ^00 .00 '03 11� 32 1l '�50 -^004 '0$0 ^00 .00 ^0B , -.0o3 -.003 -.01 .01 ' � 48 -11 .650 003 00� - .02 116 33 -12. 199 ` ' ^01 .02 - 01 47 12^ 1�q ^003 .002 .00 -^01 ~01 ( � 17 +7 B ^56� --0OA -`002 ^06 -^01 ^01 - -,00£ .008 -.01 00 ^ 57 -8.564 002 000 ^ -^01 118 48 8 �9� ^ ` ^�� ^01 -.01 - ^ ^002 ,002 .01 00 56 0~096 - 00� 00� ' '01 119 56 5. 109 ^ -` -^V1 --02 0{ , -.001 .002 00 .)V ' 6i -�, �09 001 002 ^ ^ ~^01 120 57 _5 398 ' -^ ~0O -.08 .-.+)1 � . .001 .081 .02 .01 63 5.398 - .001 _ 001 .01 121 63 2. 16';.', ' ` -^02 -^02 .01 . -.n�� .001 o1 V1 70 -2. 185 oVl 001 ^ ' ^00 1P8 64 _2 344 ^ -^ -.02 00 69 2^3�� '001 ^001 .01 ,01 '00 . -,001 --001 -.01 �� - -, .00 AP1 |I1 V JUlNT LOADS, FREI 1011T , \ ' tom] FQRCt X FORC� Y FORC1 MOMENT x nOME11E | v MUNI , (21. .000 --1-,70 ,1100 00 )0 22 ,,0(,1.1 .000 000 ^ ^/ ~0� ;''',.1 .000 ~000 ~.0o8 -�0^00 .00 0� , ^ .00 �=~��r=^� 'i.+ �� \ , ' - 00� -2 160 000 00 0" o0 �� . . . ' . . �� 'P),'„,6 ,bVV -2.520 .000 ,00 .0* .0V C��%, ^ ' 27 .005 -2,700 .0V2 .V0 .do .Vo 2E1 .001 .000 .004",r .00 .V0 .00 29 ,000 .V00 ~000 ,V0 .0� .0» 30 .000 .000 .000 .00 .08 .bV 31, .000 .000 .00V .00 ,00 .00 32 .000 .000 .000 .o0 .V0 .m) 33 .000 .000 .000 .00 .00 .00 34 .000 -2.700 .000 .00 .00 .00 35 .000 -2,52o .000 .00 .00 .00 36 -.001 ~2. 160 .000 ,00 .00 .0V 37 .V00 -.720 .000 .00 .00 .00 38 -.002 .000 .o00 .V0 .0V .00 39 .000 .000 .000 .00 ,00 ,08 40 .000 -,570 .000 .00 .00 ,00 - 41 -003 ,0�3 .001 .A0 .00 .00 42 .001 .000 -.001 .00 .00 .00 43 --018 .000 -.007 .00 .00 .00 IS IF .000 .0A0 .V00 .00 .00 .00 4'5 .0V0 .000 ~00V -00 .00 .ow 46 .00V .000 ,000 .00 .00 .00 *7 .000 .000 .00o .00 .0v ,00 *8 -000 .000 .000 .00 .00 .Q0 49 .000 .000 .000 .00 . .00 .00 50 .000 -000 .000 .00 .00 .0V . 51 .004 .802 .002 .00 .o0 ,00 52 ,000 .000 .000 -00 .00 .00 . 53 .00V .000 .00O .00 .00 .00 5 4 .0V0 -000 .0u0 .00 .00 .00 55 .000 .000 .000 .00 .00 .0o 56 .000 .00V .000 .00 .00 _ .00 57 .o00 .000 -.002 .00 .00 .00 58 .000 .000 .000 .00 .00 ,00 59 .0V0 .000 -000 .00 .00 .00 ' 68 .0V0 ,00y .002 .80 .00 .0o 81 ,00O .000 ,000 .00 ,00 .00 62 ,001 .000 ,000 -00 .00 .n0 6;3 .00(, .000 .0h0 .0o .00 -00 64 .000 .O00 .000 .00 .00 .00 65 .00V ,000 --001 .00 -0O .00 66 .000 ,000 ,002 .00 .00 .00 / 67 --00^ ,000 .00w .00 .00 ,V0 68 .001 ^000 ,000 .00 .00 .00 09 .00( .000 --001 .00 .00 ,00 70 .000 .000 -.0v1 ,00 .00 .00 71 .000 .000 ,000 .ov .00 .00 72 .000 -O0@ .000 .00 .00 .00 73 -000 ,000 .V00 .00 .00 .(10 7 e "000 .000 .000 .00 .00 .00 PEAC,TION5,nPPLIED L00,1)S 81,1PPDRT JO1N73 JOINT FOPC[ X FORCE v FOnCE Z MOMENT X MOMENT Y MOMENT Z 1 .0�7 1 .893 .642 2.94 ^00 -.*5 . ..^, 2 -1 .�06 1 151 ��8 2 31 v0 13 17 3 ^067 3.280 ,949 6.07 -^0z -2.08 4 .639 2.4|2, 1 .261 10.92 --�\ -2.76 5 ,474 4.092 1 .497 i3.94 .o0 -1 .28 6 ,800 5.B03 t .855 18.06 .01 -1 .6B 7 -806 30925 1 .626 12.3i .02 -3,56 2 1 . 17/r -88.003 0-4 )5 | 1 , 12 .01 -0.68 9 1 .555 80.083 7.766 7.67 -.01 -3.:"41 10 ~,555 19^552 .534 2.71 .00 1 .72 11 ,594 19.690 .524 P.69 .0o -1 .72 e „ =�`��=��~�~ ' ) 13 -.932 -85.438 8,296 10.h3 .00 7.2d u��x 14 -1 . 186 3.903 1 .752 13.37 -.02 6.64 C�� y ` ( 15 -1 .216 5.811 2.007 19. 17 -.01 4.76 16 -.733 41 . 111 1 .685 15.Bl .90 3.41 17 -,624 2.46R 1 . 196 11 .62 .01 3.58 16 .253 3.708 ,874 6,93 .01 .38 19 1 .989 .609 .630 3.88 .o0 -20.20 20 -.030 1 .999 .731 I 4.38 ,00 .40 01JM .009 73- 785 50.44'0 FREE JOIN[ DISPLACEMENTS J0[NT X DJSPL. Y DISPL Z DISH. X-RUTAT Y-ROTAT Z-ROTAT 2I -^0004 -.0001 -.0139 .0004 .0001 .O000 2a .0087 - .0001 -.0139 -.0006 .001+ -.0007 23 .0098 -.0002 -.0018 .0022 -.0002 ri* .0338 -.0001 -.0,a1 .0035 -.0044 25 .0400 -.0002 ^ '' -.0169 .0015 -.0062 26 .0487 -.0002 EgliplAMO -.0227 ~.0o27 -.0083 27 .0H:54 -.0002 -.o~6'./ -.Vile) -.0076 -.0039 2B .001,7 '0015 -.0132 -.0u09 -.0006 .0000 29 .0006 -.0014 --0132 -.0008 .0808 -.0004 30 .0000 -.000H -.0151 -.0015 -.0003 .0802 31 .0001 -.0001-.1 -.0) 53 -.0015 .0004 -.0002 J2 -,0005 -.0014 -.0131 -.0008 -.0009 .0004 33 -.0020 .0015 -.0131 -.0009 .0005 .0000 34 -.0254 -.000e -.O109 -0075 .00311 31.,1 -.0488 -.00VP SOINMWM 0r.0PP6 ^00E39 .0083 36 -.0526 -.00o21J8-.V1H3 .0000 .0087 37 -^04g4 -.0001 -.0143 -.0027 ,0059 38 -.0217 -.0002 -. . ,+� -.0017 -.0028 ,0002 39 -.0216 .003)0 -.0:379 -,0008 -,0821 -0012 40 . ')007 -.0001 .0004 -.0009 -.0001 41 . 1303 ',0003 -.025B -.0173 -.0095 42 .8538 -^0801 -. 1591 -.0061 --0171 -.0022 41 ,0063 .00F3 -.0272 -.0012 -.0025 -.0003 ^ 44 .0083 -.0021 -.0272 -.0011 .0001 -.0006 4� .0004 -.0013 -.0+81 -.0*22 .0009 .0002 (f6 .0005 -. )013 -.0480 -.0020 -.0010 -.0002 47 -.0079 -.0021 -.0270 -.0011 -,8003 .0006 43 -.0046 .3 023 -.0270 -.0012 .0023 .0002 49 -.0535 -.0001 ii")I -.0061 .0171 .00e2 50 ~. 1300 -.0003 4MISAWMP -.0257 .0173 .0095 51 .06+7 -.000z dIPSERNOW -,0019 -.01 /9 -.0005 52 .009B .0027 -.0418 -.0014 -.0027 -^0008 53 ,01�7 -.0024 -.04118 -.0013 ~0005 -.0003 4 .0002 -.0017 -,@775 -.0017 .0018 ,0002 55 .0V02 -.0017 -,877r' -.0016 -.0017 -.0002 56 - 30136 --00P+ -.0415 -.0013 -,0005 .000'1 57 -.u099 .0027 -.001q .0026 .V00g 51) --0643 --0001 ��1J0.0 ' -.0019 ,0170 .000'., 59 .0230 .00)-,9 -.0�59 -.0014 .0014 -,0017 68 .0161 -^0025 ~.0559 -.0013 .0023 -.0001 61 ^0001 -.0019 -.0980 -,0011 .0016 .8-)01 62 -0901 -.0019 -.( 978 -.0011 -.0016 -.0001 6 -1 -,0160 -.0025 -.0555 -.0013 -.0026 .0001 ,)4 - .03'10 .0029 -.05�5 -.00]4 ~.001� .001 / « ` 65 .0393 ,0029 -.0690 -,0014 .0054 -.001R 66 .0l74 -.0025 -,0690 -,0013 ^095 .0991 67 .090/ -.0029 -. / 148 - 0016 .00i3 .0001 68 ^0001 - ,0020 -. 1147 -^0017 -.801 1 -.0001 69 ~.0174 -.0025 -,060i) -.0013 -.0056 -.0001 70 --0"v3 -00P9 -.06H4 -.0014 -.005+ .001a \ .6001 -.0020 0 -. 1279 -.0045)E:1 00).)1 0000 0;3 .0001 -.0020 -. 1644 -.0057)57 .0000 0000 r) .L.)t„°I,)1 - .t.)�.)C't.) - . 16433 .0 r I .0000 .0000 1 331W?(.C1(.1kEr; " -I"1LGAiRD CINEMAS NUICTI31 11,)E;' FRAMEFRAME- --tigardfr.g1 -. ° .cuv.ramrratn azrax usw1arf:4apa404Mtunat ntagm to rmratct t =2Caltnturmvautartat aarnmmtnrzaraumurzu.'r:smmuttnm z,u^ =ma vnIgmama= molls I.Iii 1-22T A I1) KIPS/) I, r. Iw1, 1°E k FORCES FOR MEMBER 1 r .. :'U'i.t,„•„a.:A... �m".tl;:;A9�wa'y%91d5PCAIOnd.0...ft=ppkSlaln'$i=M2Nta7..L,..HwrbfibY"J4W'd4"F#IG=tlwJ"J,71k taX=CdRtl',dmm"i«5u=CH4...OS#Sa7a915'....m ,,,,'h1a,,v M"!N',4mm= I (.AF ..I(:71. 'II. AXIAL SHEAR EIN".'ik TORSION MOMENT MOMENT rokr7 FORCE V FORGE. 2 MOMENT Y J„„ 1 .1. 1 .480 .(11)0 .080 .00 -.02 .tj0 21 -1 .600 .000 -.080 C) .00 .64. .00 )I„) ' 1 1 .915 .000 .082 .00 71 - 1 .915 .00(1 -.082 . E ..65 00 1�• 1'T .563 .00 -0.63 .45 I a'.1!1;:3 .�)AL1 0 1) -. 181 .00 1 .B.�I1 -.0 r l' tr 1. . 1 3.595 .000 . 16 .I:u0 1 1 .09A (137 .6412 .00 0 ..a94 -.45 4,` '1 to .1 -1 .093 .037 -.261 . 00) -2.44 .lel) IT Nock FORCES FOR R f"IC,:MB :R i m ""-° ,..m===== ans..mrnusmanea ra===.aa.xam°nzisn:r,run ...a,s,....w.o.. :....sma....m'... ...:..ft 11,1 60 J0121 AXIAL SHEAR SHEAR TORSION ML1mEN"T' MOMENT FORCE I'. M ORCE V FORCE" 2 MOMENT V7.. 2. 154 987 -.080 .00 .131 x z r . 21 - 11. 154 21.37 .I010 .00 , 64 4 2.41) 5 1 .1.122 -.239 .022 .00 .o2 -.79 ' 1 111°a ��"_ . .: . .65 , �. ., 1. `$ter )`)L#� t')I"') .«C)r %' - 1 .004 1 .093 .563 .00 -2.62 14. 11 2 1 .004 l)4 -1 ,89 1 . 1E".1 .00 -1 .01 8.46 8.976 "«r . 142 .00 .64 -1 .70 22 -0.9'74 .5'26 1 6 .00 1 .29 -4.54 " 1 . 151 1 6),9, .4013 .00 -2.21 13. 17 ;„.. -1 . 151 -1 .606 -. 101 .00 1 . 17 5.97 31N103 1-01,(.,1.'C FOR, I"'ll 1IE:IL:E; 11 f ..,..,.. ". ra rvM'""...,'""1""«".....f%a Mf: ""n:4=="'t.^t':'T,SC. .'S',... ..1.,.,..,... „mt«. 9"!.«'Mt Yk."."ftt an PM.ter,...:. 1) 1()1 N IoX 1 a"`VE... SHEAR SHEAR TORSION MOM IE_N 1.. MOMENT I (IR(::a1 FORCE V FLIR1 F`w 7 MOMENT" V 1 3 1 .902 -.049 . 101 .(0 .4t) . .OH SI 1 .907 .049 -. 101. t"I)I 0 5. . .L1 .�u�.J 1,) 1 1 .,tfa47 -.042 .004 4 .1:70 -.73 73 .t:) 1 - 1 .447 .042 .00 iI 1 .293 .3+1 .14 .01 4.55 _..4.0I) 21 -1 .290 .213 .40)`7 .01 -2.43 .66 . * i 1 2.429 .09 . 1E;34 a,I„)) 74 -. 16 1a .1 I.PI,rw`' 092 -. 184 .00 -1 .46 . .93 3 I tan1s -.096 .265 -.01 -4.95 -4.00 k'';1 -0.280 .2 62 508 .01 -3.00 . 14 I hi' I 9 1.02(62 INC 131" Hill, IX 4 -------, - :,:.• , ...„M..... .. . .:... ..x...:ms rte,....»2,w.s m_.r.. .,.v:�r^ a s xa f, F,C JOIN1 AXIAL SHEAR SHEAR "TORSION MOMENT MOMENT I IIRI P: FoRcE Y FORCE 7 MOMENT i r) r" !x'9.1, 11, 1 01`)11 (U) 0(1 illiiIIMMiliftimm.- .1 04' -2.691 -.051 000 00 ra) 94 11 e, s . e A .4 -.270 -1 .093 .956 -.01 -9.26 -6.69 e.0041 at' .278 .959 -.599 .01 -.01 4 4 5.529 .089 .000 .00 .00 .48 P4 -5.529 -.0139 .000 .(0 .00 .58 5 4 2.412 -1 .042 .906 -.01 -9.26 -6.42 04 -2.412 .908 -.599 .01 -.01 -5.20 110181.k FORCES FOR mEmark S -,....t-m-========. .4mwmatInmagmoatalo,aftv-tm===.rAx1==altummtm=======.14w0==s-========t-mmtstmftmtem ' C LOAD JOINT AXIAL SHEAR SHEAR roRstoN MOMENT MOMENT FORCE FORCE V FORCE ! MOMENT V 27 1 5 3.960 .032 .000 .00 .00 .19 25 -3.960 -.032 .000 .00 .00 . 19 2 5 5. 100 .021 .000 .00 .00 . 13 , LJ -5. 100 -.021 .000 .00 .00 . 11 3 5 .133 -1 .001 1 .236 .00 -12.60 25 -. 133 .06, -.872 .00 4 I..0 9.060 .052 .00o .00 .00 .32 25 -9.060 -.052 .000 .00 .00 .31 5 5 4.092 -.970 1 .236 .00 12.60 -6.09 25 -4.092 .836 - .878 .00 .00 4.67 , ( IT_MDER FORCES FOR MLMD8R 6 . 1 040 JotNr AX AL SHEAR SHIAM TOEST0N MOMENT MOMENT FORLE FORCE V FORCE 2 MOMENT V 1 6 14 .009 .04.15 .001 .00 -.Q1 .22 26 - 1).209 .045 -.001 .1)0 *00 .4„ 2 6 5.517 .071 .000 .00 .01 .20 26 -5.517 -.073 .000 000 .1 6 .914 -1 .446 1 .455 .01 -16.33 -8.09 26 -.914 1 .30 ) - 1 . 150 - .01 3.36 el *4 10.406 . 119 .001 .00 - o'i.2 .50 26 - 10.406 - . 11,9 .001 .30 .01 .60 1 5 6 5.001 -1 .401 1 .456 .01 - 16.34 26 -5.803 1 .009 1 . 159 -.01 3.07 -5.47 HI MilFk 1' ORCE5 10k mtm(1rk 7 - -- --.... ....v., mN4notmo-wr.mattlmtruamm. -=-1-4=1,:m=A- 04.4. I 10o1) JOINI AVI( UHEAR 91116k roksloN HOMEN1 mowni FOREF 10k8I ,f, ELI LE e MOMENT y i I I I / 6.21f I .f)!,J,1 -w Ut)1 .U') --«0 1 .;724 07 -6.aI - .f)tf,i .f)f)1 Mu ,n1 .29 7 5.415 .() t1 ,i[[)[ .00 .00 . 10 A 27 7 -5.415 -2.126 -. )41 1- ., 3V9 .001 1 .240 .00 .02 .f1 - 10.10 .21 -7.9, 27 2.126 1 .27 .943 .02 .53 5 ,22 14 ., 11 .666 .095 -.002 .00 -.01 .42 07 -11 .666 - .095 ,002 .00 .02 .52 • 5 7 3.925 - 1 .025 1 .239 .02 -10.0o -7.67 0? -0.925 1 .214 -.940 -.02 .52 . 4.9'2 810111R I nRCES FOR MEMDFR 8 I ..rvx. .%.. . ., -..^. .. te•. ,' • - --1-1.z... ..rn • . ...-,-** tt)oo JOIHT f)X1,01 014100 201-42 108310N moorwr HOHLNI I I IRI C rokut, 1 1 Okk1 * HONFO1 y 1 10 2. 17Y .192 .4 .00 - .no .70 22 -2. 179 -. 192 -.005 .00 --.of 1 .20 2 El .392 . 109 .003 .00 - .0P 29 -.172 - . 109 -.003 .00 -.01 .nt 3 -72•.1Q4 -- 96 , ." 77 ,0 -'` •" , - , I ' I d.5;_,1 .301 .007 .uu -.06 1 . 17 219 -2.5t.,1 - .321 -.009 .0Q - .Oa 2.01 er. P • 0 -69.925 --1 .772 1 .00J .I)1,, -7.36 -11 .96 22 69.925 1 .661 -1 .085 -.01 -4.06 -5.05* HI M1.41:k FORCES FOR MEMBER 9 - 7.84,,-,=======.....,....................,,=m....."...,. 7t,==,= ,,2...7--. t HAD 301 NT AXIAL SHEAR SHIIAR 11JRSION MOMENF MOMENI FORCE= FORCE V FokcE 2 MOMENT Y IT 1 9 5.7!J7 - .503 -.009 .00 .01 -1 .41 29 -5.7!.:7 .50D .009 .00 .08 -3.58 ▪ 9 2.095 -.417 -.010 .1)0 .03 -1 . 19 29 -2.095 .417 .012 .00 .014 -2.94 3 9 59.410 -1 .051 1 .466 -.01 -7.66 -1 .90 29 -59.410 1 .053 -1 . 14? .01 -5.31 el 9 7.052 -.920 -.021 .00 .04 -2.61 29 -7.052 .900 .021 .4)0 . 16 -6.52 ',.) 9 65. 166 -1 .5:J6 1 .457 -.01 7.65 -3.31 29 -65. 166 1 .556 -1 . 139 .0) -5.03 -12. 12 tl MEMDER FORCE'S FOR l'EMEIER 10 j -- ----,-.,-..,,=,,,,,,,,,,....,,,,,,.....,==,,,,,,,,,..,,,,,,,"",..,,,,.,==,.,..., ",.,, ,,m..,,,,,,,,,===. 1 UAL) 101 Ni AXIAL_ SHEAR SHEAR 1ORSION MOMENT MOMEN1 I nFerr FOREE V FORIT , MOMENT Y 1 1(,) 4 .643 .0ha .053 .00 -. 10 .27 30 -4 643 -.08P -.053 .00 -.214 .',5, ,...! 19 1 .21:!Q .0333 .051 .UI..) .26 30 -1 .220 -.003 -.051 .00 - .33 .57 3 1,4 .909 .473 .401 3)0 -L!„54 1 .45 '--10 -14.909 -.472 -. 163 .00 ..67 3.24 14 10 5.063 . 165 . 104 .00 - .36 .53 JO --11.86:] -. 165 -. 10(+ .1.Y) -.67 1 . 11 5 0 19.552 .555 .534 .0i') -42-71 1 .72 Do -19.552 -.555 - .216 .00 -1 .01 D.76 II) H HL k FORCER FOR MEMPLR it - --,,,,,....,,,,,,,,,,,,,,==-,,,===-_,..-,,,,,..4,-",=",,, ,,,,-,.....=.-.....,,,..... I HAD Juin', AXIAL. 511Ehl UHF-00 '1005 1 nil 1.101‘11-.141 MOMEN1 F ORLI'. ..'L1F;^1`,1° Y FORCr L.' M11MENT y 1 3 1 4.644 - .005 .04,0 .00 -.Pi, .'l 1 - 4.6411 .01-4", - .049 .00 -.H1 .61 11 1 .PPO -0(179 .051 .00 - .23 L-J1 - 1 .22A .079 -.051 .(“..) -.,33 - .55 i It 15.014'7 -.5149 .475 .Oi I ' 'r I.',,L? 'I .40 31 -1 ,.()47 .509 - . 150 .()0 .(1)(-2 °I 11 n.n/2 - . 164 . 100 .00 „:14 - .47 Li - 5.33 /P . 164 - . 100 .00 -.6-0 5 11 19.690 -.594 .,:124 .00 -2.69 -1 .72 31 - 1.9.690 .t,94 ,206 .00 • .,, 1 - 4. 10 I) MIA H rUkCIA 1-110 Mr('1111 12 1 00D JOIN1 AXIAL 5133-AR SHIM roP,,,,rom MOMEH1 MHOPIT Fokfi roorr ', rmror 7 M1 MEN1 Y 1 Ic" '').7,.) ' ,,',()7 -.00'+' .00 .01 1 ,51 32 -',.7-3", .5( 9 ,()0(,7 .+)1) .7)13 -1.51 12 2. 117 .422 -.011 .0 O .(K-I 1 .23 :0 -2. 117 -. 422 .011 .00 .00 2.96 J 12 56. /20 .992 1 .459 .01 -7.6c, ' 1 .74 32 -56.7233 -.992 -1 . 141 -.01 -5.28 11. 11 .., 12 64.465 1 .501 1 .40t -7.61 9.95 32 -64.465 -1 . 138 -.01il -5.20 11 .64 et MFMBER FORCES FOR MEMBER 13 at4aavowmatmustammomuutgwamortml=mrsAm====wtormwm====t1===mome,========otaftwotrotamodultrw=moolm LOAD JOINT AXIAL , SHEAR SOIAR TORSION MOMENT MOMEN1 FORCE FORCE Y FORGE V MOMENT V 2', I 13 2. 179 -.164 .Q00 -.04 - .53 J3 -2.179 . 14 -.004 .00 - .01 -1 .09 2 13 .351 -. 104 .003 .00 -.02 -.39 33 -.351 . 104 - .003 .00 J 13 -71 .602 1 .601 1 .385 -.01 -7.95 11 .0P 33 71 .602 -1 .569 -1 .098 .01 -4.91 5. 10 4 13 2.530 -.260 33 -2.530 .26E3 -.008 .00 -.02 -1 .00 13 - 9.423 1 .517 1 .004 -.01 -7.39 10.49 33 69.423 -1 .405 -1 .092 .01 -49P 4.00 MEMBER FORCES FOR MEMBER 14 . ,...00,,,000.,g,.,,,m.,,,,•..04,=0m0...,.%=.0.0=0„,..-z...,..,...,,,..0am..”...=,0....„,,,,,..m....,,,,,,,==a....,,,,,..00..v... tOAD JOINT AX1AL SHEAR SOLAR TORSION MOMENT - MOMENT FORCE FORCE V 2ORCE 2. MOMEN1 Y. 2, 14 .P57 -.047 -.001 .00 .00 -. 10 34 -6.257 .047 .001 .00 .0i -.20 2 14 5.421 -.035 .000 .00 .00 -. 12 3e4 -5042,1 .035 .000 .0° .01 - .22 3 14 -2.154 1 .772 1 .225 002 10 11 .09 90 2.354 -1 .660 - .928 .02 -.49 5.93 il 14 11 .678 -0001 - .001 .00 01 - .10 94 -11 .670 .001 .001 .00 .0i:.? 5 14 9.903 1 .725 1 .224 -.02 -10.19 10.92 24 -9.901 -1 .614 -.927 .02 - .48 5.65 MLOBLR FoRcr3 FOR MEMBER 1t U -- - rtrtt taimr.rm- ,11,v,=rntr.vTI -tzavm=ttt,mr....mr ,,ruamrn=ttrartvtl-rrx=rtrAt--"..-u-rvvm1=-4-4.14.. .....uv,:morn. LOAD JOINT AX1A1Airnr‹ SMEAR ITIRSION MOMEN[ MOMENt FORCE FORCE V FORCE 01' MUMEN1 Y Z 1 15 4.091 -.096 0000 .00 95 -4.891 . 96 .000 .00 .00 - .20 2 15 5.514 -.076 .000 .00 -.01 - ! ' 3n -5.514 .076 .000 .00 9 15 .921 1 .070 1 .452 - .01 -16.27 11 .34 35 -.921 -1 .767 -1 155 .QI 1.14 4.74 1 4 15 10.405 -. I1P .001 .00 -.0i .40 r 35 - 10.405 . 111? .. 01 .U0 01 -.',/i. 1 5 15 5041 1 .041 1 .452 -301 16028 11 . 19 1 35 -5.811 -1-:/ai -.1 . 1n .01 1.35 6.54 MEMBER FORCES FOR MI OBER 16 -=, - ^rAmtvm.x.armen =4Vn4Mtn, LOAD JOIN 1 AX 10 00330SOLAR 10011ON MOMENT MOMENT 1. (40,T FoRcr y TOROK Z OUMLN I V P . 1 46 3.963 .029 .000 .1,H) .00 016 2 1( 5. 100 0017 .000 An(' 0 1 ,le' - (0. 100 001V ' 3 16 . 148 1 .906 1 .180 ,00 - - 11, 61 1.90 ) 0, 36 0140 1 . 170 •- .963 .00 .00 5.07 1.6 9.064 -.045 .000 000 ..WO .04) ,,0(1 -.99 8.'74 - o64 045 �_ _^ my�� MEMBER FORCES FOR MEM8ER 17 � elle„ ,,,,,===.......,..mm,w..========.............=========.=.=============.w.======== LOAD JOINT AXIAL SHEAR SHEAR TORSION MOMENT MOMENT FORCE FORCE Y FORCE Z MOMENT Y 4 1 17 2,685 -.040 .001 .00 -.01 -.23 37 -2.685 .040 -.001 .00 .00 -.33 2 17 2.833 -.020 .001 .00 -.01 -. 16 37 -2-833 ~028 -.001 .00 .VV -.23 3 17 -.2PP. 1 .044 .900 .01 ~9-61 7.67 37 .222 -.8g7 -.483 -.01 --01 5.78 + 17 5.518 -.068 .002 .00 -.03 -.39 37 -5,518 .068 -.00P .00 .00 -.5t55 17 2.462 1 .004 .901 .01 -9.62 7.44` 37 -2.462 -.848 ' .484 -.01 -.02 545 MEMHER FORCES FOR MENDER 18 ==============..======.,==============..==============�===.============== LOAD JOINT AXIAL SHEAR SHEAR TORSION MOMENT MOMENT FORCE FORCE Y FORCE Z MOMENT V Z 1 18 1 .984 .065 .069 -00 -.38 .27 38 -1 .984 -.065 -.069 .00 -.78 ,77 2 10 1 .649 .056 .058 .00 -.32 .23 38 -1 .649 -.056 -.058 -01) -.60 .6" 3 18 1 .723 .005 ,838 .01 -5.98 2.52 38 -1 .723 - 174 -.361 -.01 -3.56 -3~87 ii 18 3.634 . 121 . 127 .00 -.70 .50 38 -3.634 -. i21 -. 127 .00 -1 ,a2 1 .q3 � IA 3.70g . .070 .907 .01 -6.36 P.79 30 -3.708 . 109 -,030 -.01 -4.28 -3. 10 FENDER FORCES FOR MEMBER 19 ==,=======r,========~===============: ===,,===m,,==================,======= LOAD 201NT AXIAL SHEAR SHEAR TDRSION MOMENT MOMENT FDRCE FORCE Y FORCE Z MOMENT V Z 19 2. F56 .203 -.o1)6 .00 ,24 .92 39 -2~ 156 --G03 .046 .00 .49 2.31 2 19 1 .8P3 - 16B -,04B .n0 .25 .77 37 -1 .11�3 -. 1*8 .048 .00 .51 1 .91 u 19 �1 .547 -2^ 191 .684 .00 -4. _13 2i , 12 " 39 1 .547 2. 131 -. 170 .00 -P. / --- . -- . 4 19 3.979 .3/1 -.094 .00 .49 i . - 39 -3.979 -.371 .094 .00 1 .0V s ! �. 5 19 .609 -1 °989 .638 .00 -3 BH -Pu.-- , 29 -.609 1 .989 -. 128 .00 _2 ^21 _l1cv .46 HI MBER FORCE8 FOR MrMBER 20 - \ I LvAD JUIN1 AXIAL SHEAR SOLAR TnRSIUN MOMENT MOMENT FORCE FORCE Y FuRCE Z MVMENT Y Z 1 20 1 ^601 .0o0 .047 .00 -.25 ,01 40 -1 .681 .000 -.047 .00 -.50 .00 2 20 1 .915 -000 .048 .00 -,26 .00 40 -1 .915 .80* -.0+0 .00 -.51 .00 3 20 .318 .030 ,684 ,n0 ~4. 13 .47 40 -.918 -.038 -. 174 .00 -2-78 .00 4 2" 3.' 96 .001 0�6 .00 -. 1 .01 +0 -3.596 -.001 --096 .00 -1 .01 .00 5 20 1 ,399 .830 ,731 ,00 -4-, 8 .48 o0 -1 .999 -.030 -.22P .00 -3.20 .00 Jo "..-24=W-1-M*Att4 ,,,,,I=MgV4533M.W.OMW=1.,JU.M=V4171.1.,1=r4IMMUKKMM4A"114,Miat=421.1.2t-,1411U;Itt=1:14===2,..1.t=2 :.==== ri.fi'2010 106D JOIN1F AXIAL SHEAR SHEAR TORSION MOMENT MOMENT FORCE FORCE Y FORCE 2' MOMENT Y I 21 .000 1 . 110 .000 .00 .0o .64 00 -.000 1 . 111 .000 .00 .00 -.64 2 21 .002 .955 .000 .00 .00 p3 -.090 .955 4000 .00 .00 -.65 1 21 . 101 .211 -.090 .00 .00 1 .01 210 -. 101 -.219 .020 .00 .64 1 .01 4 01 . 162 2.065 .000 .00 .00 1 .29 22 -. 162 2.066 .000 .00 .00 -1 .29 5 01 .261 1 .121 -.037 .00 .00 2.44 22 -.261 .098 .037 .00 .64 1 . 17 MI NDIR FORCES FOR MEMBER 20 , ( OAD 301NI AXIAL SHEAR SHEAR lORSION MOMENT momENr FORCE FORCE Y FORCE Z MOMENT Y 21 1 pa .207 1 .044 .000 .00 .00 2.48 23 -.087 1 .029 .000 .00 300 ' P 02 .219 .1367 .000 .00 .00 2.06 03 -.239 .049 .000 .o() ,0i) -) .89 0 22 -1 .055 -.791 .369 .00 - .64 -0.46 02 1 .055 . 791 .579 .00 0.70 4 22 .506 1 .910 .000 30 .00 4.54 21 - .526 1 .079 .000 .00 .00 -4 . 17 n 00 1 .560 .25A .1360 .00 -.64 29 1 .560 1 .014 .574 .0u 2.70 HINDLE FORCES FOR MENDER 23 LUAD 30101 AXIAL OHCAR SHEAR TORSION momENr MOMENT FORCE FORCE V FORCE Z momENr Y 2 1 22 .110 .959 .000 .00 00 2.64 06 -.110 1 .001 .000 .00 .00 3.23 #740, 2 20 .266 .797 .000 .00 .00 0.2u 20 - .266 .1447 .000 .00 344 -0.67 1 23 -1 .726 .507 .321 .00 - 2.71 0.36 24 0.001 -.507 .265 - .02 .91 1.61 4 21 .504 13756 .000 .00 .00 6 .04 P4 -.504 1 .070 .000 .0U0 .00 -5.90 1 , 0 -J .408 1 .466 .521 .02 -0. /0 0.50 24 1 .701 .515 .265 -.OP .31 .19 1111121 2 ETwors FOR MEADER 04 . A.,00-- I 1 OAD J0101 AXIAL SHEAR OHEAR 10R9100 HONEH1 0001911 FORCE 1021E, V IOWA: 1101,.: MOMENI Y 4 I. 04 .267 .969 .000 .0U0 .0u0 2.09 25 - .267 .919 .000 .00 .00 -0,61 3 24 .220 .790 .0U00 .00 .0)) 0.if.1 25 -.009 .160 .000 .00 .0 ) 0. 16 4 24 - 1 .062 .229 0114 .01 . 12 1 .92 e5 1 ,242 .221 .40 ,1 .001 76 e , lu .494 1 . / VO 0HU) 0U0 00 0. )1° 25 1 .61-10 300 ou 2 () H ;qi. 24,96 1 . 177 .214 321 ,JP 6 .n1 25 1. 02.04 .691 .407 -.01 .96 .53 II' ELOPER FORCES FUR MEMSER Pb nm,,,m==.u4umorwmgutmtmggvmmtggmvtftmmu=mftv,,7'77azm777777,=77(77777.77,77, 77v,77m77.7=72=mt-77(77g==(7777m77o m�Y��~�^ "' •�^ �� u++ �. • ^_ '�_ . `� . �~ ~ / � • � ` ^ . , • - , ,. AXIAL. SHEAR SHEAR TORSION MOMENT MOMENT �m�� , . L»AU JOINT FORCE. FORCE V � FORCE, Z MOMENT Y 00 2 _�4 �°~ « 1 P5 ,235 .880 ^000 .00 ^00 -2.392 26 _.235 ^274 ^000 ^»v ^ 2.05 ' 2 25 .207 ^739 ^000 .00 .0000 -� ^�� 2+ -.207 .717 .000 .=v . 2.75 3 25 ~.474 .361 .471 ~01 -.96 3.23 26 .735 �^361 ^226 -~01 -1 .07a0 4-4� � ^ 25 .442 1 .6e0 ^000 ^v« ^00 _4,�� 26 _,+4� 1 .592 ,000 ^w" _ �° \9 ~ 5 �� _,239 1 -241 ^471 -01 -.96 .8� \ 26 �0� .513 .285 -.01 -1 .07 / ' - \ MEMBER FORCES FOR MEMBER 26 ========�=�======== = ================ �. ��.e,m=w��===== .� ==m��===�== ,SHEAR TORSION MOMENT MOMENT LOAD JOINT AXIAL SHEAR y FORCE 2 MOMENT Y Z 51 FDRCE FORCE0@ .00 2, ' �� 0�6 1 :173 .000 . 00 _�. 13 \ ^0�� 1 1 �2 ^0O0 ~V� ^ � 38 27 -~ ^ JV .00 - 2 2,6b . 128 ~577 .000 ^V0 �0 -.93 . 27 -. 128 .504 '000 ~ 0� 1. V8 5.01 3 26 --.066 ^832 ^413 -^03 -^^o8 ,,,E,.200 27 ~/34 -~832 -566 ^ 0d .00 3.89 27 _"214 1 -615 .�00 ^ 4' 26 .214 1 .751 ^V00 -�0 _~o� -3.06 0g 103 �.53 020 � 005 .4�3 '. .0q 0.o� 5 26 ~ ^ �6� ~83 -^ 27 .�4B .2�0 . _ MEMBER FORCES FOR MEM@Ee=�27============�=================�============= =========�=======�===��_ __ TORSION MOMENT MO�ENT � /o*D JOINT AXIAL SHEAR SHEAR. TORSION MOMENT' y Z � FORCE FORCE Y FORCE 00 00 1 .97 / 27 - 0�5 1 .000 -°002 ~ ^02 -2 12 - � ^ 1 �V� 00� ~00 ^ ^ 7h �g .005 . . 00 .00 ^ � 27 078 ^484 -^001 ~ 01 -1 . 15 2 ^07B .550 ^001 ^00 ^ 0B 2 78 2B -" �5� - 099 -'03 ^ 3^55 3 27 ^016 ^ ' 08 ^^59 ^ 28 .3g6 -~539 � `037 ~ 0� .01 2.74 ! � 27 ,073 1 ,564 -^003 ^00 -3.�� 2B -.073 1 .655 '003 ` 03 .03og 4.7� 1 6�9 - �01 -~ ^ 1 4a 5 27 `«|1 ^ ^ 0� 6 �1 ^ 2B .341 .586 � .03� . . ' MEMBER FORCE'', FOR MEMBER==2R===�===================�============�======= �� Z SHEAR TORMOMENT MOMENT MOOD JOINT' AXIAL SHEAR FORCE FORCE y FORCE 2 MOMENT y 0� -,0* .' 0�� 0V9 ,00 -, 67 1 22 -^2S8 �^ ' 00 - 0� -. 29 .238 ^303 -^009 ^ 00 _^. 01 -.02 �� - 186 '007 ' 01 73 2 �� -^ ' 007 .0O -^ -` 29 .��+ ~ 1�6 -` 01 -6 61 -19.25 3 2G -.485 -3^782 1 '238 -^01 1 `66 -4^80 . 29 .485 A'763 -1 ^238 `01 _^ 03 -,06 ^ BB -.291 -^237 .015 --01 _^03 m1 .39 29 .291 ^+89 -`015 ` 0� _6' 63 -10.29 5 22 -.722 -3`O14 1. ,,P47 -'0B � `6+ -5.47 29 .722 4.0,66 -\ .24? . . MENDER FORCE'S FOR MEMDEK=�29=�=====��===�===�=�==��-===�===========-=�= ==�===��=�=�==��======== �~ ^ ' ��If&. 5A"P 5HEAM TOPS I 01 nVMt NT MOMENT /==- L . 1 1 29 081 1.497 .t w00 .00 9 goo 30081 1 .503- .0)00 .00 -.01. 1 .3 1 .301 .00 1 .00 .01 30 .039 1.227 .rub 1 .0o, .or.) -2.08 3 29 -4.340 -2.829 .414 .00 -.26 -16.44 30 4.000 2.829 .479 ' .00 .63 -15.35 4 29 -. 120 2.799 -.001 .00 .02 4379 30 . 120 2.729 .001 .00 .00 -4.40 w 29 -4.421 -1 .332 .410 30 4.081 4.332 .480 .00 .63 .",.17.67 MEMBER FORCES FOR MEMBER ; 0 .........+meeec maas.!r =.4 mm:;c:rapm=== .. ,4,...raz...,= =.0,....= ===== .metran.:a..,. .... r1=ararmr.= z z rf ra s .= ......... LOAD 3O J NT AXIAL SHEAR SHEAR k TORSION MOMENT MOMENT FORCE FORCE Y FORCE 2 MOMENT Y 2 1 30 .022 .0 -.008 .00 .01 .71 31 -.022 . 183 .0081 .00 .02 .1 .02 2 alt"w -.022 -.006 06 " .O0t .00 .00 .76 31 .022 .006 .002 00 3 30 -3.759 -.259 .025 .00 .63 4.30 31 2.759 .209 . 103 .00 78 -5. 4 ;30 .000 .002 -.009 .r:wt:w : "1 .t,wt,b 1 .48 31 .000 . 190 .009 .00 .t,Y; 5 30 2.737 . . 2 -1 .81 31 2.737 .443 . 1,1 1 .00 .01 -6.36 MEMBER FORCES FOP ME.'IOtLR 31 E,..f.,,,,.l&'7:4%!",{,pf.}„A.tlm"ttlkC`k.=,,tl.'1T1"C'",. S511Yd3tS..,,,,"..l."`+«+:C9kY1tl^`....R.{.i4tl«'1PY .... CCffi1pmCC...,...G'u^:I...^.,,,,,,,rix':".14= ...G,"fi,===R=C"_"0.,. L0011 ,10°CNT AXIAL SHEAR SHEAR TORSION MOMENT MOMENT FORCE FORCE V M`URLE 2W MOMENT V 1 1 31 •. 140 1 .485 .001 « i 32� . 140 1 . a 1�a .t„11,.Y tw�wtWw 2.Cfi°.�'�M :' a .t:bt.r 1 .00 .C;Y 1, -2.42 2 31 -.041 1 .225 .008 .00 r .07 32 .041 1 .303 .002 .00 .00 w r.51 3 31 -4.255 , 0.768 .471 .00 03 15.04 4 ' 32 4.096 -2.768 o 31 -. 181 2.710 -.001 .00 .0P 4.31 32 . 191 2.010 .001 .00 -.01 M,r+." 3 31 -4.395 4.253 . b7Y,". .00 ;:'irk 17.29 P 32 4. 715 1 .3 3 .421 .00 .24 13.64 i MEMBER tER N IJHL L"S FOR MEMBER 33 1001) JOINT AXIAL SHEAR SH4N.Ok TORSION MOMENT MOMENT r C.1N LL FURC 'I. V FORCE Z MOMENT Y 2 1. 32 -.246 .309 00H .JO .02 .70 93 .246 .057 .008 a 13? 055 . 180 -.001 .00 0 AS t 1 rw'. 1 t., 3 „. . 4 4 7601 26 . , ,. .57 . .bre bqb ,: xes . t 1 3 .��. �1 �F.C1ri 3r':1 5 w 1 r6H 5,01 6.64 10. 18 4 Cal -5300 497 -.009 .01 .01 1 .43 10 100 245 009 301 °°.Y,.> .05 13 786 °•3.1117 1 .276 .01 6.66 10.22 , MEMBER I° f"'1:121.0::0 FOR MEMBER 18 ..,.. :w.. ... ....n ..m„ LI/f;%1 JOINT AXIAL. SHEAR SHEAR TORSION MOMENT MOMENT M~URC IF` FORCE' V FORCE 2 MOMENT V ., . t 0 a 33 • 040 .545 001. .00 -.01 1 . .1 1 4 -.040 040 .4881 , -.00. .00 .00 76 e q4e l 33 .099 -.5E5 1 .040 .03 -6.62 1.20 34 -.450 .525 -. 102 -.03 -.08 -2.89, ,, c). 38 -.001 1 .644 .002. .00 -.02 3. 19 34 .001 1 .574 -.002 .00 -.01 °F!.7 5 33 .058 .572 1 .041 .03 -6.64 -1 .21 34 - .409 1 .611 •°. 104 -.03 .09 -4.99 MENDER FORCES FOR MEMBER 134 =..^.... ft.t..A.S d.. C!'k!952k.2..tC....t.CIC...t...GlSk Wu'E'151.ft...m....t'....m====Yd!6==uY, =C1R:. mkttCGoo.10.fto...t f==== AlE'==ft SM;.'%figtit$......ft. LOAD JOINT AXIAL .SHEAR SHEAT TORSION MOMENT . MOMENT FORCE RCE FORCE Y FORCE MLMEN"I V 3 1 34 .048 1 .110 t:r(X) )Jto) .00 2. 13 335 -,.04.9 1 . 175 .000 .00 .00 --,R.5."0 2 34. .083 .507 .000 .00 .00 .94 35 -.083 .574 .000 .00 .00 -1 .15 3 34 • .4113 .1395 .551 .03 .09 -5.59 35 .050 .1395 .420 -..o33 -.85 CJS:5 5.4)"r) i� 4 34 . 1.131 1 .61.7 .00)) .00 .01 3.06 35 -. 131 1 .749 . ..215 .000 .00 .00 -:3.89 5. 5. 34.r -.370 .5 a .r'1 t;)33 :1 ta') -1.46 5 .002 .070 .409 -.03 .95 -7.9 MEMBER FORCES 1 FOR MEMBER 35 ..._....... ....r.x..s,.... >:....lu. t,1.,,t5...;-n, ..... .......n.._.... :f:..,,tt:,tt..., ., -... . ..... ..... . .... LOAD JC':I]NI AXIAL SHEAR SHEAR 10913ION MOMENT MOMENT FORCE FORCE Y FORCE 2 MOMENT Y • ... 1 35 . 1037 .871: .t»)t`)t„) .t0 .00 2.1313 36 -. 187 .802 .000 .0)) .00 -2.46 R '35 . 169 . 717 .000 .U0 .tU) 1 .90 1 . ., "'39 .799 .000 .00 .0)) -1.06 3 35 -1 .176 -.420 .210 -.01 .139 -1.65 36 .915 .480 .4137 .01 1 .41 -1.10 4 35 .3116 1 .569 -.001 .00 .00 4.25 36 356 1 .622 .001 .t:)t:) .01 -4.v%2 5 35 -.909 .452 .209)9 - .01 .89 -1.27 .N 26 .720 1 .102 .487 .01 1 .41 -5.76 MEMBER FORCES FOR MEMBER 16 ........, ._:.... " :..:. :.,...,,.,. - ...„ .:..w.,.:........ : ....... .........,..,.. .: w:......:.....v:w........ .,...,.,.. ..;:.,.: ..:.5. .. .:-..~:.. LOAD JOINT AXIAL., SHEAR ';IIF•"r9 TORSION I10111N•`F" MOMENT FORCE FORCE 'w' 'ORLE z MOMENT Y ., 1 36 .216 .921. .000 .0(1) .00 1 .64 37 -.21.6 .94"?' .000 .,.)t'.`) „t:U) -2.09 2 36 . 186 .761 .000 .00 .00 2, 16 3" . 186 .790 .000 .).H) .o ) -2.42 .4) .3 36 -2.0138 -.272 .475 -.01 .1 .41. -2.57 87 1 .910 .272 .266 .01 .44 -2.22 4 336 .4.013 1 ,682 .000 .00 -.01 4.111. 37 • .402 1 .787 .000 .00 .01 _5.29 5 16 °1 .098 .649 .4.75 -.01 -1 .41 .07 37 1 .594. 1 .219 .266 .01 -.43 4w3 .w.5.09 MEMBER FORCES FOR MENDER 97 LOAD 3111N"I F311I(11. SHEAR 31(1.09 TORSION MOMENT MOMENT FERC. FORCE. Y FORCE ps MOMEN"I, V ""' 1 37 055 1 .018 .001 .00 .00 3.20 813 -. 5 .964 - .001 .00 .0 e."70 9 37 -2.691:3 - .49'1 .2 A'i -, -.0c... .44 -9.56 P.1 2.403 .494 .569 .02 2.85 4 37 .469 1 .860 .002 .00 -.01 5.05 38 -.469 1 .765 -.002 .00 -.03 -4.96 5 37 -2.442 .523 .210 -.02 .44 -.36 38 2. 147 1 .458 .568 .02 2.83 -8.38 MEMBER FORCES FOR MEMBER 38 .,,m,1,=====marmarm.aramam,...amm,..mamaaamz.,===.0===================mmt=m============ LOAD JOINT AXIAL. SHEAR SHEAR TORSION MOMENT MOMENT FORCE FORCE Y FORCE 7 MOMENT V a" 1 38 .203 1 .021 -.901 .00 .01 R.06 39 -.203 1 .046 .001 .00 .01 -2.31 2. 98 . 169 .848 -.001 .00 .01 1 .71 39 -. 169 .868 .001 .00 .00 -1 .91 3 38 -2. 162 1 .229 .507 .00 -2.84 10.20 39 2. 162 -1 .229 .349 .00 .51 19.76 4 38 .971 1 .868 -.o(:)2 .0c: .03 3.77 99 -.971 ) .915 .002 .00 .01 5 3F3 -1 .959 3.250 .586 .00 -2.89 12 .26 39 1 .959 -. 100 .350 .1)0 .52 11 .46 MEMBER FORCES FOR MEMETCR 39 L UAL) JO I Ni AXIAL. SHEAR SHEAR TORSION MOMENT MOMENT FORCE F CIRCE Y F ORCE 7 MOMENT y 7 1 :39 .047 1 . 1 1 0 .000 .00 -.01 .09 40 -.049 1 . 111 .000 .00 .00 - .50 2 :39 .0433 .955 .000 .0., .00 .51 40 -.048 .955 .000 .00 .00 -.51 3 39 . 1.74 -.ma .030 .00 -.51 -2.71 40 -. 174 .010 -.030 .00 .00 -2.70 4 :39 .096 2.065 .4)1:11 .00 -.01 1 .1 ,) 40 --.096 2.066 --.001 .0':) .00 - -1 .01 5 29 .222 .792 .030 .00 -.52 40 -.222 1 .429 -.030 .00 .00 -3.20 MEMBFR FORCES FOR MEMBER 00 ....-7,-..--,,,t11,..1-2,-.7.,====== am==,=42.....,,...,,,m,n,,,,,,,,,=====,====-7,amtn,===:-..===,==.4.,=====.: 100D JOINT AXJAL SHEAR SHEAR TORSION mowNr mom Ell r V'OR C E F OR C E Y F OR C E 7 MO M E N r r, z 1 29 .226 1 . 121 .000 .00 .01 4 .2(1 32 -.22.6 1 . 129 .1)00 .00 .00 2 29, . 197 .787 .000 .00 .00 2.91 92 -. 197 .788 .000 .00 .00 -2.92 ,,..3 29 10.999 -.008 .4103 .00 -1 .4:3 -1 .48 ai? -10•993 .00E1 .997 .00 1 .36 1 .29 0 29 .422 1 .909 .000 .00 .01 7. 10 92 -.422 1 .916 .000 .00 .00 -7.20 5 29 11 ,219 1 . 114 .409 .1)0 .1 .43 2.71 92 -11 .219 1 . 196 .397 .00 1 .35 -2.99 MEMBER FORCES FOR MEMBER 41 vg,=,,,--...”,arT1,11,4,1,,,,,,,,,,,,,,,,,-;=,...,,,,,,,,,,,..,...,.....===.,,,,,m,r,-,,,,,,,,,,,,,,,, ,,,,,,,, ,,,,=,,,,,,,,..,...,, ,,,,,,!4= LOAD JOINT' AX I Al SHE AR Sr 11:°()R 1 ORS I ON 11(i ME N1 MOMENT F 0 RI.E F OR C E Y 1"0 R C E J hi U 11 E NT y 1 26 .3213 -. 103 .): )t . Mo - .a5 41 -.3N2 . 109 - .001 .00 .00 2 26 .022 -.006 .000 .00 .00 .015 41 -.ope .006 .000 .00 .00 -. 10 ` ^ . _~,- . 0\ - �� «�� \ o0 - ^ 3�4 - 1�� ^001 ^ ^`` �B Q�� 2� ^ ^ 00� 0V ^�n -~ 41 - �4� ^ �09 -^ ^ �� +1 ~� 89 . �� . - -.769 .520 . ~..^ 58 5 26 ^7�� V� -.05 -�^ �� -.�50 -. *1 -^/�� ~ MEMBER FORCES FOR MEMBER. = 42==�=========================m=============== ===============.===.==== �� LOAD JOINT AXIAL SHEAR SHEAR TORSION MOMENT MOMENT FORCE FORCE Y FORCE Z MOMENT ' � 1� / 1 27 1 ,3b0 ^,038 ~001 ^00 -.0100 -.21` i ^ +2 -4 .360 -V3� -~001 ^°" ^ - 07 , 2 27 -^073 -~ ^V0� 001 .00 -.01 . .00 .00 .073 .000 -.001 .00 42 47� .03 .5� -2.77 3 27 -2.034 -^823 ^ 03 _� �0 -�° 18 42 2.034 .722 -.206 -^ ^ �� _ �0 ^ 046 }0� .00 -. . 4 27 ^ °288 �^ ^ 00 -^�� ^� 1 BB� .046 -.002 ^00 ^ �2 -2.90 - ^ . 5 27 -.674 -.861 .476 .03 _� �q -4.39 ` 42 .674 .760 -.207 -.03 . MEMBER FORCES FOR MEMBER ��43====��==~=��=======��====�=============.==== �======�===�=====� ===�� _ , LOAD JOINT AXIAL SHEAR SHEAR TORSION MOMENT MOMENT FORCE FORCE y FORCE Z MOMENT ` 03 - �0 .206 .003 . . 1 28 1 ^2�5 0O -.00 .96 -.206 - 003 .00 . �� -1 .215 ^ � o .0o ~�3 .036 0�8 .00V .v 2 22 ^ 000 00 ^01 . 19 nB� - ��n ` " *2 �3 -^ ` .03 -� 6� -^ 539 t 0l4 , 3 �R -40.970 -- ` 25 -3.66 4�B - 7^4 -.03 -3. ^3 +0.970 ^ ^ 00 - 03 1 ^23 �3 - ^ * 28 1 .251 .265 ^003 ^10�7 0003 -4,�� -,^00 1 .15 -A . .-^265 -^003 ^ ^ 0t 5 28 -39^755 -^953 ' ^ ~3 �� -�`7� +3 39.755 .252 -.747 -.03 . MEMBER FORCES FOR MEMBER 44�=========~===========�==�.===�============= �� SHEAR SHEAR TORSION MOMENT MOMENT LOAD JOINT AXIAL FORCE. y FORCE Z MOMENT V Z 361 -~017 -2.75 FORCE 00 .07 29 3 09� -^ ' 0B - �0 � ^ 017 . . 4.4 -�^0-3.09E2: ^361 ~ 00 . 08 -2.29 �* -.01 012 - 2�� -^ 0g 2 29 ^ ^ 00 01+ ^ '01� .V0 ^05-.012. ^2o4 .014 3 29 31 .339 +`790 1 ^ 197 ^01 -5.31 25^39 01 _*^- 1� �7.72 - 909 -- , 4� -3� ^33q -4.790 ~ o0 1� -5"�5 29 3. 104, -.625 -.031 . ^ 1� _ �� 4 44 _3^ 104 .625 `031 '00 5~ 2+ 2�^ �^ ^ 5 29 34.431` 4.429 1 , 180 ,01 -�,o� 17,23 - ��2 -,o� - ^ � +� -3�.431 -4.429, . , MEMBER FORCES FOR MENDER 45 A%IA| SHEAR SHEAR TORSION MOMENT wUMEMT LOAD JOINT FORCE FORCE, Y FORCE Z MOMENT ' 4q S. �l L 30 3. 112 . 179 ^089 ^00 -.3\ ,78 45 -3 / 1� -~ 179 -'089 `o« ' 41 61 ' 00 -~ . 2 30 -.001 °098 `066 ^00 _ )9 - .27 001 - �7� ' 6.81 +5 ^ ` -^066 '1 � 15 3 30 12.339 1 -622 ° VV -� �3 ^_'.,, 45 -42.339 -1 ^622 --827 ~^ -00 -4~�0 c. . 1 - 5 3v 15.451 1 .001 1 .203 .00 -t.J.29 7.72 tr.IR 45 -15.4nt -1 .801 -.915 ,00 -4.25 8.49 M)-OUER rURCES FOR MEMBER 46 LOAD JOINT AXIAL SHEAR SHEAR TORSION MOMENT MOMENT FORCE FORCE Y FORCE Z NUMENt Y .7 1 31 2.904 -.073 .090 .00 -.49 -.47 46 -2.904 .073 -.090 .00 -.32 -. 18 0 31 .002 -.094 .066 .00 -.40 - .60 46 -.002 .094 -.066 .00 -. 19 3 31 12. 106 -1 .221, 1 . 1E9 .00 -4.75 46 -12. 106 1 .224 -.041 .00 -4. 13 -5.8n 4 31 2.906 -. 167 . 1 .56 .00 -.89 46 -2.906 . 167 -. 156 .00 -.51 -.44 5 31 15.090 -1 .297 1 .219 .00 - 5.24 46 -15.090 1 .297 -.931 .00 -4.45 -6.07 HFORER FORCES FOR MEMBER 47 1 OAD JOINT AXIAL SHEAR SHEAR TORSION MOMENT MOMENT FORCE FORCE. Y FORCE ',Y, MOMENT y : 1 '..47, 3.056 .422 -.019 .00 .08 3.00 4') -3.056 -.422 .019 .0u .t 0 .79 .013 8.30 47 -.018 -.264 .014 .00 .05 „08 32 30.797 -4.506 1 . 1139 -.01 -5„86 -84 .40 47 -30.797 4.506 -.901 .01 -0 . 15 -16.07 ,,,. 32 0.074 .686 -.033 .IJQ . 16 47 -3.1)74 --.6E36 .0.-.13 .00 . 14 .88 5 32 33.853 -4. 164 1 . 170 -.01 -s. 18 -21 .40 4" -aa.uso 4. 164 -.802 .01 -4.1,6 -16.00 HI-ABER FORCES FUR MEMBER 48 ---*....,r-mv......,7472: -Jr1.-=,,,,...,==== ,,,,,-,,,,..- ,,77,:-.74==»..7-===-7t=====.177. 7:===.77,a.-.77:=7-ttr= I (J01) JOINY AXIAL SHEAR CHEAR TORSION MOMENT mumENI FOFCE FORCE Y FORCE Z.: MOMENT V 2 1 TA 1 .215 -.211 .002 .00 - .0F3 -.96 43 --1 .1-11',-) ' .213 -.002 .00 .00 -.96 .00n . 0 .4)1 .:l'i 6f) -.0.-1;-) .066 .000 .00 .00 -- 1 33 -40.691 .669 .996 - .03 4 .56 1 .78 48 40.693 - .U60 -.7P6 .0,1 - 3. 19 '3.79 4 33 1 .247 -.300 .u02 .00 - .03 -1 .36 4R -1 .247 .PO0 -.008 „,))) .01 -1 . 16 ,11 --..,-V) 47H .10":1:'') .,191.1 -.1 :1 -4 .58 .81 40 39.478 - .3511 -.728 .03 -3. 19 2.83 VI12I k 1 00LE11 FUR MEMBER 49 = .-t,.. tr,V....,,,,,-" ,11.! ,....-0.,X.- 1-T. t. • ,,,IT,...*., -..rx-In."^.... .......7t..=?,,,,M.,,... ," t,: ...,,,r 17-.4771777-„-... i LI31) ,,I I J1N1 r1X301. SI I ET.rt R ;111.0R 1 LIRE,1 111,3 m DME PAT MOHLN'I f- 11-'eL I-. F-Oka Y F Of'f.".( .2 flUmErit y 2 I A4 1 .:161 .04;2 .001 .00 - .0! . 16 49 . 1 . 161 -.002 - .001 .00 .00 .22 ,()7 49 .07') -.009 -.1,01 .fl0 4 14 1 ;,Yr(5 . 1"1 ,,4'7',1' ..0'1 4'? P.' 0 to 1 .Y0',..) -.C.Ir" ,, ,,P0V .0 , J.'.9 4 , 44 1 :311 I .,°•'..1`i .1).',)(1 .).)1.))1 .))(„) -.1);-' .22 49 -1 .207 -.050 -.001 .0U .OU .01 34 -.623 .1335 .479 -.01 .40 P.'70 . .,.. „. . . .. . ..... . „' „...„ MEMOER FORCES FOR MEMBER 50 i. .4,,11,,zumn Cli Tat Utt Mt ta t14%110,lad tit=I tt=1 tat tt.Mt Mt WE=I tt,,11,... ' VIM WIWI,2,a=OIV pita go,11,V411",1401Valett0.7.11%,=====ltig 111,tAkt1====401,113P 41f,,=I 4.,2 I=IZIVIZAVVVIZTrX=S:15.VX 22 LOAD JOINT AXIAL SHEAR SHEAR TORSION MOMENT MOMENT FORCE FORCE V FORCE. '2 . MOMENT Y ., I. as .223 .104 .000 .00 .00 .35 .'. r,A) -.3e3 -. 104 .000 .00 .00 .58 a 35 .02S .010 .000 .00 .00 -.02 50 -.023 -.010 .000 .00 .00 . 11 3 35 .446 .641 .517 -.05 3.30 2.31 50 -.446 -.540 -.247 .05 -.05 3.00 . 4. 35 .346 . 114 .001 .00 .01 .34 50 -.246 -. 114 -.001 .00 .00 .69 5 35 .769 .745 .517 -.05 -3.39 2.67 • , 30 -.769 -.643 -.242 .05 -.05 3.50 $ . . 11 })E0 FORCES FOR MEMDER 51 , . .\• . • ==.411,.:.=mmtoft======tmat==tr,==aufttattzwwwatmunInvatt============mraffft====m.Immxraolow.mrtemgmfttoturtatorototImwstg . , . . LOAD JOINT AXIAL SHEAR SHEAR TORSION MOMENT MOMENT .. FORCE FORCE V FORCE Z MOMENT V Z .., 1 41 . 103 .322 .000 .00 .00 .57 •. 42 -. 103 .229 .000 .00 -.01 -.62 4t.. .., 2 41 .006 .022 .000 .00 000 . 10 40 -.006 -.022 .000 .00 .00 . 17 . . . ... „. . 3 41 .569 .446 .250 .05 .05 3.01 . . 42 -.246 -.446 *559 .05 1 .84 2.47 4 41 .109 .344, .001 .0),) .00 .68 foo, •••. 4P -. 109 .307 -.001 .00 -.01 5 41 .672 .742 .050 -.05 .05 2.59 ' 42 -.362 -. 117 .557 .05 1 .24 1 .95 OPIDER FORCES roe MEMDER 52 ---------,.....mmu....00,===.w............,............0........,,,....m.,,z6......0.06,6,.0= , .. LOAD JOINT AXIAL SHEAR SHEAR TORSION MOMENT MOMENT .. FORCE FORCE V FORCE, z MOMENT V i 1+0 .057 .752 .002 .00 .01 1 .23 .011 -.002. .00 .02 -1 .57 .: 0 42 .027 -.023 .001 .00 .00 -.19 43 -.027 (C -.001 .00 -.00 -. 19 3 42 1 .945 -.291 -.095 -.01 -1 .81 43 -1 .453 .291 1 .402 .01 10.61 -1 .34 4 42 .024 .712 .003 .00 .01 1 .03 . 42 -.Q04 .944 -.003 .00 -.04 -1 .77 5 42 e.00e .461 -.093 -.QI -1 .81 -.84 .. 43 -1 .512 1 . 102. 1-401 .01 10,58 -e.93 .. III MDFR FORCES FOR MEMPER 513 ----,,, - 00,,,,..------...-,,m ----,.........,..0................m..,,,,,,,...=......, LOAD JOINT AXIAL SHEAR SHEAR TORSION MOMENT momENT FORCE FORCE Y FORCE Z. MOMENT 1. 43 -. 107 .002 -.026 .00 ,4)3) -.03 44 . 107 .209 .026 .00 .09 -.38 0 43 .036 .003 -.024 .00 .0C2 .00 44 -•'..026 -.002 .024 .00 .00: .03 3 43 -.057 -4 .629 1 .527 -.01 -10.55 -7. 16 44. .057 1 .629 -1 .509 .01 4.44 .65. ., 4 43 -.071 .011 -.049 .00 44 ,071 .201 .049 .00 . 15 -.24 5 43 -. 164. -1 .626 1 .303 ••....:...,.,.......:.... 44. . 164 , 1 .939 -1 .56 .01 4.52 .27 ,............-„:„.„.„...„.....„.:„...„...„.„-„,....„:„..-:„...... .'.,. ..m.. 4,141=w========mmazzlmwsmmunallmmturmtgatm======mmutAuttuammummottotrattmut,===========m====== ,01010,11 roomw , .- LOAD JOINT AXIAL SHEAR SHEAR TORSION MOMENT MOMENT FORCE FORCE Y FORCE Z MOMENT Y Z 1 44 . 162 .767 .009 .00 -.08 1 .39 45 - . 162 .727 -.009 .00 -002 -1 . 16 0 44 .296 -.022 .010 .00 -.07 .01 45 -.256 .022 -.010 .00 -.04 -.26 3 i+e, -1 .424 -4. 149 1 . 158 .00 -4.44 -25.35 45 .949 4. 149 .008 .00 -1 .57 -21027 4 44 .417 .745 .019 .00 -. 15 1 .39 49 -.417 .750 -.019 .00 -.06 -1 .42 , 5 44 -1 .262 -3.383 1 . 167 .00 -4.52 -23.97 49 .7138 4.877 .079 .00 -1 .59 -22.43 21-MBER FORCES FOR MEMBER 55 LOAD j0INT AXIAL SHEAR SHEAR TORSION MOMEN1 MOMENT FORCE FORCE "), FORCE Z MOMENT Y Z 1 45 -.002 . 114 .013 .0U .013 .139 46 .002 . 1213 -.013 .00 -.OP -.32 2 45 . 138 -.001 -.001 .00 .04 -.01 46 -. 138 .001 .001 .00 -.04 .00 3 45 -1 .236 . -.009 .099 .00 1 .97 9.97 46 1 .236 .009 .045 .00 -1 .69 -6.01 el 05 . 136 .11.2 .013 .00 .06 .29 00 -. 136 . 106 -.013 .00 -. 12 -.32 5 45 -1 .238 . 105 . 113 .00 1 .59 6.26 N.. 46 1 .238 . 133 .031 .00 -1 .77 ) OLMOFP ,...MCES FOR MEMBER 56 i OAD 10. N1 AXIAL SHEAR CHEAP TORSION MOMENT MOMENT FORCE FORCE Y FORCE Z MOMENT V - g... .274 .608 -.019 .00 . 10 1 .03 47 -.270 .745 .019 .00 . 11 -1 .34 2 46 .249 .002 -.013 .00 .05 .25 47 -.249 -.020 .013 .00 .09 . -.02 46 -.990 4.357 ,02'i .00 1 .71 21 .22 4v 1 .061 -4.357 1 . 155 .00 4.38 25.70 4 46 .523 .709 -.oap .00 . 19 ( .29 . 4°) -.903 .723 .012 .00 .2u - 1 .36 ,J 46 - 314 13.044 .o05 .00 1 .81 22.26 .708 -3.012 1 . 170 .00 4.40 24.a6 or OBIk FORCES FOR MEMBER 57 H ......,,,,,,,,,,,,,,,,,......,......... .._.,. .. ..., ....-----,,,,...-- 101N1 AXIAL SONAR St 1L AR i ORB(UN MOMENT MOMENT [ 1 1ORE o: FORCE 'I E 0 RC E 2 MOM IE1,1 r y -, e. 1 I 47 -.0E9 .209 .031 .00 - . 1 1 .1314 Ip)4 .013(3 .0)113 -.11 )1 .0)) -.02 .03 1)7 .04 6 -.006 .027 .0'.) -.09 -.OA 42 -.)(36 .006 -.027 .00 -.02 .00 Al .007 1 .405 -1 .552 .01 -'o.'..37 -I . (4 " 1 .4135 1 .952 i 0.511 47 -.092 .P03 .050 CCC) -.20 .:74":7"., 3 .00 --•( 1 . )4 ii)1.3.I 1 .694 ' I „"::t 2 1 .01 4.40 49 1.1.91 -1 .402 1 .521 .CO- 10.57 Y. 12 111.101:11 1O1C1 3 rok mEmorN 59 - ,,,,,,.......mmramftwmottftwwmftmft====ftaamm,452mm2===m05====i2m=2,0pot.r1,,,,,m1/ 1t0IttAm=ftvp5T02,0mmmmmt . ... \ % toI .1,, • i','.• -,,..- . 't,..'i''4 i. 4.;:;., v. ,1—.1 'il i'..ci -4 4...4 s ta •„,-,ll:2.. ''.!...0 1 ti ,Z.:-._ Ci. V^.':'"1 i?-. r- .4N. '. n';\ 4 _,__..„...., _ _s. .„,_ 4 v,\,_ i si ?-` ,,, _ ) ''''.--,,,, .2 ',i '-' , \''' IS''''• i 1-, 15' t g _'-,,In i I " r'-i; „ .., ›'''' 'w2/•- -h, ' r 2 •-,,;,1 — 2 j .t—i.--).: , — - .,.,.. , . -4 v, \ 'A i 4 ' t ' „t 0. ,. , -- flf,) -':•••-• V v r ,,4t I, 1 i \ ''k't "Pi .. \ , ** 6,.... „„...—.... ..6 .,.. , 0 all '—'''''-'• 1 ;,,'T 7 0001, irg-e/0 . ‘ A i ' ' :, I \ r ,4 j. kl......,..:.. ,,,' ' \ \ 'N'. \ ''' .2 1 i i \... ' '..•'''',. . , 111111*\, 4 ,,,',' p. .t.:.-, 4 - . I 40= , 1 ::., , ) . . , \ 1 , • “n. g. 12'4'; i§e,,!i,, '51k' \ - ,':. ', • tEr44° llitt,..1..a ..44 1` o 4 4-'',',' H r z i f Ir I. t ' " II 1P ! r _ Fim'II I "V "w+�a!inArJl$ „ \ 6 — �. -4 r aE 1 ,` 1 1 , ( �� 1Q 4,1 c t. 't , I 1 -44 I ,-.'` .3 I \ \ I '4 -',1 I4 - Ell , / ? 1 „..s. [11 r - 1 1 11 1T ' r 4 I I 4 J 11 �' I, (ti L ,,-6 .�-G >6 f k 1 1- M - t I N iii �y8 dY _ { %l �16N0�L 1 I 11..... LOAD JU1N1 AXIAL SHEAk HHEAR 10R81ON MONEN1 MUMLN1 awl, FORCE FORCE Y FORCE "Z. MOMEN1 Y 4. 1 48 .06(1 .009 -.001 .00 .01 1 .56 49 -.060 .753 .001 .00 .1. . -1 .24 P. 40 .031 .034 -.001 .00 .02 .20 49 -.031 -.034 .001 .00 -.01 .20 A 40 1 .363 .066 1 .402 .01 -10.63 1 . 15 49 -1 .053 -.066 -.094 -.01 1 .05 1 .97 4 48 .092 .843 -.002 .00 .03 1 .76 q9 - .092 .720 .002 .00 -.01 1 .04 3 413 1 .404 1 .075 1 .401 .01 -10.62 2.70 49 -1 .914 .467 -.093 -.01 1 .84 .73 MLMBER FORCES FUR MEMBER 59 ...,L...1.,==....=======r==W.==.========= ==.====== ==========it WI =.4g=====M1=1==.7.4=== LOAD JOINT AXIAL SHEAR SHEAR lORSTON MOMENT MOMEN1 ruRcE FORCE Y FORCE Z MOMENT Y ".e. 1 49 . 104 .328 .000 .00 .00 .61 5n -. 104 .323 .000 .00 .00 -.58 O 49 .010 -.023 .000 .00 .01. -. 19 / bn - .010 .023 .000 .00 .00 -. 11 :1 49 .237 -.446 .561 .0.,./ -1 .813 50 - .540 .446 .247 -.os -.05 e.1 49 . 114 .305 -.001 .00 .01 .43 b0 -. 114 .346 .001 .00 .00 -.69 5 49 .341 -. 119 .560 .05 - 1 .07 -1 .87 50 -.644 .769 .047 - .05 -.05 -3.51.3 MEMBER FORGES FUR MEMBER 60 .. -71.'^^^, ,=',,= ¶IIWI=.1T.M.T•LI=.1,44." .M,...,-,.. ...1=14.11141".4.1=L4-..,r4171,11 ,"1-=, === LOAD JOINF AXIAL SHEAR SHEAR 10R910N mumENr MOME111 FORCE FORCE Y FORCE .7 MOMS Y 0 t 42 .P79 -.0H4 .nuo .1)(") .00 -.4() 51 - .P79 .004 .000 .4,Y) .00 - .34 P 42 -.019 .013 .0(10 .1)0 .110 .00 51 -018 -.013 .000 .00 .01.1 .09 3 4H -1. .096 .956 -.059 .0n 3.63 3.79 Si 1 .096 -1 .071 .564 .00 .00 5. 16 fp 40 .061 - .071 .0110 .00 .00 -.39 Si -.261 .071 .n00 .n0 .00 -.05 5 40 -1 .017 .078 -.058 .00 3.63 3. 99 Si 1 .017 .907 .564 .n0 .00 4.52 PI MY+. ' 1-0kEL3 FUR MEMBER 61 - ------- --,-, ,,, ,,,,....,,,, .7",, , WI==,..,Lr,-.4 --.7 ...^7.,- ===, ." 1 (01) JoiNr AXIAL SHEAR 8111-CR 10k3 ION MOMFNI MONFNI Fl RLE FuRrF Y roku- 2 MOMEHI 1 93 .410 . 100 .003 .()(,) - .QA .61 ''r=? - .4IP -. 122 - .n03 .00 .00 .97 P 43 -.027 .005 .00P .00 -.01 .00 P .nP7 - .00", -.nue .0» .1)1 .wl 4 ?I.:3 -0).70ili --."99 .776 .“0 4.91 0.46 P 1• /E-01 .6H4 - .470 m9 ;'. 1m - 9.n0 4, ql .MO, . 1V? ,HUO w.,) - ,(0- , fal "i0 . -q-Ct - . 11.'.7 .nnh .ui t .111 • 44 - 00. 416 . .676 .°' 0,1 .0n 3.43 '4,06 5, Pn. 114 .5611 ,9/3 .00 .2. 10 -2.53 11r4MDER 1-OREIS FOR MENDER 60 - ,-,,,,.....,,,,,,,,--,= === ==.-mm,===t,,,..m..-,r.,=.,-,,,...,,,.... .--,-,.., • "-•••.'•1" :i.., ,•..•••'::.• '�� x'~ ��• ' � �~^� __ �� • 7 ` � � / ^ � / � � . . 2622 � 2... ' ' "',^^ ~ "' i^' 011 000� -.B0 1 44 2.2�� -^ 1B1 -` ` . °�^^�� | 06 �n ` - . 101 ' 0�1 0� -^ ��»�� 53 ~2.2�8 � . ^ `~~ - 2 44 . 01 07 � ,0V� ,�V -. 064 .0V . sa -.084 -.no-� -.802 .00 -.01 -.05 •� 3 44 14.635 R.345 1 .006 -,01 -4. 19 5.98 53 -14.635 -2.345 -,679 .01 -3.25 14.73 •,..„.,.,, � 44 2.312^ -^ 178 -.0c9 .00 .02 -.72 53 ~2.312 , 170 .009 • .00 .05 -.95 5 +4 16.883 2. 164 .995 -.01 -4. 15 5. 10 V1 3 53 -16,883 -a. 164 -.669 . - 19 13.93. • MEMBER FORCES FOR =M�M0ER==63====================== ===================== M=====�=========� �� SHEAR TORSION MOMENT MOMENT FORCE FORCE LOAD JOINT AKIHL 8H�A�y FORCE Z MOMENT Y Z 1 45 2-270 .023 .026 .00 -, 10 .09 54 -2.270 -.023 -.026 .00 -. 13 . 11 2 45 -.021 -.0$7 -.015 '00 .09 -.02 54 .021 .007 .015 .00 .04 -.03 3 45 8. 199 1 .005 .982 .00 -0.64 6. 12 54 -8. 199 -1 .30n -.656 .00 -3.59 5.40 4 *5 2.249 .016 .011 .00 -.01 . .07 54 -2.249 -.016 -.011 .00 -.09 "v8 5 45 10.469 1 ,328 1 .009 .00 -3.74. 6.21 � 54 -10.469 -1 .328 -.682 .00 -3.72 5.51 nOMBER FORCES =FOR =MEMBER==64=�================�===�====�================ , �� ' LOAD JOINT AKIAL SHEAR SHEAR TORSION MOMENT MOMENT FORCE FORCE Y FORCE Z MOMENT V Z 1 46 2. 181 .097 -.019 .00 ,06 .46 55 -2. 161 -.o97 .v19 .00 . 11 .+0 2 46 -.026 -.006 .V15 .o0 -,09 -.02 026 006 - �15 .o0 -.04 -~03 �5 ^ ~ ` ' --- 7.817� 3 46 7.573 1 -645 --992 ^00 3.77 55 -7.573 -1 ,645 .665 .00 3.56 6.74 ^ 46 2. 135. ^092 -,004 .00 -.V3 .44 0�� 004 00 07 .aY b5 -2 135 -^ . . . ^ - 5 46 9.734 1 .742 -1 .012 .00 3.03 0 .27 55 -9.734 -1 .742 -6B5 .00 9.67 7. 14 ~ nOM8ER F8RCES FOR =MEMPEH==65 =�-==============��======================== �� LOAD JOINT AxIAL SHEAR SHEAR TORSION MOMENT MOMENT FORCE FORCE V FORCE Z MOMENT V Z 1 47 2.239 . 129 -.009 .00 -03 .45 .009V�' .05 .69 �6 -2.238 �. �29 . ' 2 41 .066 .0o0 .002 .00 -.01 -,06 56 - 066 .000 -.092 .00 - .01 .07 3 47 14^^586 -2.479 1 .012 .00 -4.E2 -/.00 2 �79 685 00 -�.27 -14.09 ' 56 -1� 586 . -~ . ^ - 02 39 - 007 00 . 4 47 2.30� � 130 -. . .°� ~� 56 -2-005 - 130 ,007 .00 .05 .76 ` 5 47 16^8t5 -2.350 1 .803 ,00 -4.20 -6,55 �76 A0 -3 2� -14 20 56 -�6.825 �.350 -. . . ' MEMBEP FORCES FOR =MGMBER 66 LOAD JOINT AX1AL 5HEAR cHFPR TORS ION MOMENT MOMENT F�n�t FOPt� Y F ORCE Z MnMtNT Y Z ,<~ ' 00 ' - 0l , 002 ^00 -^ L. +� -^02� -.005 -.002^ .00 -.01 -.05 �pw o �7 .n2� ^00� ' � 773 -.01 -3.40 -�~�� 20 7�S ^816 ~ .01 -2 90 9^ 13 � �� - ' �01 -~4�� V� - ^59 57 �0-73o -^ .007 .00 -^ 51 48 379 -. 1�5 .00 _,�� _, + ^ �� -.Vny -3.02 57 -^379 ^ 77g -.01 -3.43 0.67 5 4� -�0-��3 .697 ^ .01 -2.09 �� 7 20.323 ~.��2 -.472 ' MBMBER FORCES FUR MEMBLR==67=�====�== '==�=�============�======�=�=====� ========�==�� _ ===�====== MOMENT MOMENT LOAD JOINT AXIAL BHEAR GHEARZ TORSION � � .41 FORCE FORCE Y FORCE MOMENT .00 0�� ~oV0 .00 �0 .35 1 u9 .250 ~ �00 .00 ^ 2�� ^0�� - 00 .00 -.03 �� -^ �13 ^0V0 ' .00 -^n9 2 �q �.018 -~ .000 .00 363 �� .018 .013 ��7 .00 3.62 -�^V4 3 4q -1 .27� - .924 -^563 ,00 .00 - ` 3g �8 1 .�7� 1 .039 ^ .00 ^00 ^26 4 4� .262 .072 .000 .00 ^00 3^ 22 �g -.��2 -.072 .000�� .00 3.62 - ' � �q -,�9� -~g�9 -^ .00 .00 -4.69 9�� - �B .990 ^ .563 �� M2MBBR FORCE0 FOR MEMBER 66 ==============��~ __ ===�== MOMENT MOM�NT ! AXIAL SHEHR SHFOR TORSION y Z. LOAD JO1NT FOR�E F��CE y FORCE � MUMeu/ ,0V .34 279 .V0w .00o0 -.7O | 51 ~0B4 ^ 00� '00 ` 09 34� ' 00 -^ - .084 ° 0V ` 52 - 000 ~ -- �2 2 5� -'013 _'8�g ~000 ^ � ^#� -^ 52 ~013 -012 ^ 5�� .00 .00 -5. 1604 -1 ~294 -^ n0 �2.01 -10` 3 Si -1 .0o6 i ��4 � .�81 ^ 00 '25 �� 1 .�0� ' 000 ~00 ' G4 4 �� .��1 ^261 ^w0n .00 ,00 _, 8� 52 -.n71 .86\ ~ 00 .00 -y^ qBB -1 .015 -^56+ ^00 1�.0� -10^76 ^� � 51 -. 1 �3g � ,^�� , 52 t .�25 . ======= FO�CEG FOR MEMU[R 69 ===�===============�=== MBM8E� ,======= I==�====,===�======m === =�=�====== ��ME�r M�M[NT TOR8IDN SHEAR 9HEAR � -y Z FOOD JOImT AXIAL FORCE y FOWL Z MDMENT ' -.01 FORCE 005 -,0i8 -0V .00 _,^4 � 52 -^08� -^ .018 ^00 'o' 01 0�1 .�17 00 .00 -^ �3 ' 012 -.011 ^ .04 -.03 � 52 -^00� -^ V1� ^�0 5 16 5� .006 ^0|� 1' �2R .V2 -11 '�0 - ^9V 3 52 .015 -� '0�7 1 ^32� -^V2 �,5q , 02 �3 ~.015 1 ^n67 - ^ 029 .O0 ^a0 -'47 4 52 -.0�� -^817 -'0�q ^00 ^ 1 \ -^ 17 0B7 .�� ' �2 -� � .90 -�^ �g ' 0h6 -1 .072 1 '310 ^02 6.66 `46 5 52 -^ � ��4 -� ,�10 -^ 086 . 53 , _ _ ======= FO� mEl�BR 70 ====�=�====�==�= MEMBER FO�CES==�==�=�=�==�====�==m=-=�========m== �===�====== nVMENT V F � LOAD J0841 mXIAL 5HEARSMEmRTOR8ION MOMENT I � 52 FORCE FOFXE "n�= M- 00 .07 1 ^ 1 53 ,H01 .807 ^010 .00 -^06 ^8� 54 -.001 .667 -`v"/ ` 00 -.04 ^«p �'�� ~." �� - ~.�-=��,==��,`��"=� 3 52 -.417 -2. 192 1 .561 .00 -6.58 -19. 18 54 -. 110 3. 192 -. 178 .00 -3. 19 -16.68 0,4250' 4 53 -.026 .e24 .016 .00 -. 11 1 .60 54 .026 .67J -.016 .00 -.07 -.75 5 53 -.416 -2.394 1 .572 .00 -6•65 -17.66 54 -. 111 3.879 -. 188 .00 -3.24 -17.53 NE.MTILR FORCE'S FOR MEMBER 71 - ===.,,,m,,,,.,=...,m==.====.-,==•.,=..,4..===v==..=r..=..m..,..•,,..,,,,,.:=.=•=.m===m====== LOAD JOINT nx1oL IJFILAk 0HEAR TORHION MOMENT MOMF.MT FORCE FORCE. V FORCE 2: MUMLNT Y Z 1, 54 .043 . 164 -.002 .00 .05 .40 55 -.043 .048 .002 .n0 -.04 --. 17 2 54 -.022 .001 .Uu0 .00 .02 -.02 h5 . Jpe - .00l .000 .00 -.02 .04 A n4 . 109 .251 .078 .00 3. 19 n.2n h5 . 109 -.251 .070 .00 -3.21 -4.24 <I 54 .022 . 165 -.002 .00 .07 .37 55 -.022 .047 .002 .00 -.06 -. 13 5 56 -.066 .415 .076 .00 2.24 5.64 55 .066 -.202 .072 .00 -2.25 -4.41 MliMDLR FORLUU FOR NENMER 72 7Z.4-.,r,=======l1====.,=1, 1.(.1(-it) .1(.11N1 AXIAL 51-11:Al? SHEAR T 0 R S I.C1N 1011EN1 MOMENT F OF(LL FORCE Y FOR(:1 .: MOMEN I Y 2: 1 V.:, -.()4 7' .696 -.009 .00 .q.)3 .97 56 .1)49 .799 .UOFJ .01) .')5 --1 .44 55 -.0P-j -.018 -.006 .UU .112 -. 1u 56 .025 .1)18 .006 .00 .L5 -.09 3 55 .044 3.220 -. 107 .00 3.01 16.81 56 .493 -2.220 1 .520 .00 6.41 19.37 41. .5t5 -.074 .678 -.014 .00 . )6 .76 56 .074 .516 .014 .00 . 10 -1 .54 5 55 -.005 0.916 - . 154 .00 3.04 17.60 56 .532 --2.422 1 .52A .0u 6.47 17.90 MLOPE,R FORCES FOR MEMEIER 73 * .-,,,T...,==..=.Z===1.Zr4t-"-.......... .-"=3.' -'. - LOAD JOINT AXIAL SHEAR SF-Il-AR FOR,JTUN MOMENT MOMENT FoRrE FORCE, Y FORCE 2' MOMENT V , 1 r4-1 -.059 .213 .015 .00 -.0 , .02 57 .01-49 -.001 - .015 .00 .00 .()1 -.006 .012 .012 .flO -.1r"./ .C114 57 .006 .013 -.018 .00 .00 .01 A 56 .016 1 .053 - 1 .967 -.02 -6.42 -.94 57 -.016 -1 .02 1 .267 .02 11 .09 5. 15 4 56 -.095 .226 .0,-17 .00 -. Iu .45 57 .095 -.014 -.027 .00 -.01 .°0 , '2,", 56 .0/2 1. .266 -1 .-I50 -.02 -6.43 -.52 57 .07J - 1 .054 1 .,7ff,0 HQ) 11 .09 5. 16 111-111-4ER NI) (_E3 FOR MF:HIAR /4 IMOD 1111111 AXIAL °I),ILAk I11 ()I IMI,IHN III) -N11 HOMLIII FORIF FOIL! V rOkI I . MONO! Y s" [ 57 ')1 tr. , .(P)f) .'1") .uH ir)M'A .r.'Hu .()'url .,0(s) .()m - . 3's r, 'T,7 - .019 .018 .000 .00 .00 . 12 59 .013 -.019 .0...) .(fl) .00 .09 3 57 -1 .302 1 .273 1 .4HO .00 - 1P.00 9.91 _ `�°'.L�� _ '�,� ��- - ` ....... ..... _ - . " ^ .�� ,e ~ . . .. , . ' - - ^ ^`~ .000 00 01 .�3 4 57 �72 .360 . . �� _ ' ^ 00 -.26 -' -.072 .262 .000 .00 ^ %��Q�" 58 � -�2 00 �n �� 5 57 -1 .296 1 .615 1 .480 .00 . ~ ^ -.563 .00 .00 4.69 58 ,�53 -^99� MEMBER FORCES =FOR MEMBER 75 = ================================ �.��.....=-�== .=========.0======== ....= LOAD :JOINT AXIAL SHEAR SHEAR TORSION MOMENT MOMENT FORCE FORCE Y FORCE 2 MOMENT Y 2 1 52 .095 .021 -.002 .Q0 -.01 .25 59 -.095 " .02 -.06 -.V2^ .002 . `' � .00 00 n7 5� - �0� 00� .O00 . . ^ ^ &� 00 - 0� 2 - 09 00� 00O . . . 59 ^w -^ ^ ' - 26 ^ 3 52 +3,256 1 .532 .622 --07 -2.74 �� 7.�� 59 8.256 -1 .647 -.316 .07 -1 .41 -3.22 -.001 .00 - 01 .31 4 5� .086 .027 . 02 07 ' -- 027 00� 00 . -. 59 - 0B6 -^ . ^ '- ^ `-'52 -� 5 59 8. 162 -1 .��B -.314 .07 1-.07 -2 7� 17 5O 16� � 5�� .620 . . ^ ~ �� -� 28 - . . MEMBER FORCES =FOR �MEMBER ==76===== ===================�=================m ========�=�mft �� LOAD JOINT AXIAL SHEAR SHEAR TORSION MOMENT MOMENT FORCE FORCE Y FORCE Z MOMENT Y 7 1 53 1 .309 -. 159 -,012 .00 .05 -.62 . 159 .012 .00 .06 -. 60 -1 .309 7g 2 53 V15 -.00� .000 .00 .00 -.030 ` 000 00 0V -.0� 60 - 0�� 009 , . ~ ' ` - ~ 3 �7 ~` --- 696 - 0� -2 �� , 3 5� � 920 1 . �8� - ^ . - ^ .03 2 �5 7 �� - -.370 - . 60 -3 920 -1 . 107 - ` 05 - �5 4 53 1 .324 -. 1�8 -,V12 .00 ^ _ ^ ^ 012 .00 �6 -.�y 60 -1 .3E4 . 168 ~ . ^ 0� � 62 2 55 5 �3 � 2�8 � .029 ,685 -^ - ^ ^ ( � ^ -.358 0� -1 �9 6.53 \ 60 -5.228 ~1 .u�9 . ^ �' MEMBER =FORCES =FOR =MEMBER ==77=============================�===========~== LOAD jOINT AXIAL SHEAR SHEAR TORSION MOMENT MOMENT FORCE FORCE Y FORCE Z MOMENT v 7 1 54 1 .419 0�2 .0�q '"0 -. 17 .28 ^ ' 0o 16 27 -.062 �38 -. ^ ' 61 -1 .419 -^ ^`` -- ~ .00 00 - 03 5o - 00� - 00� .�00 - ~ ^ ` 00 .01 - o1 2 O0� 000 . �/ 00� , ,,~ ' '~`- 3 54 4.756 1 .020 .705 .00 -2.35 4.94 61 -4^'756 -1 ^030 -,078 -00 -2.43 +. 15 05� O37 80 -, 4 5� 1 .�13 ^ ^ ` 17 .2n 61 -1 413 -.057 -.037 "00 -^ 16 . 26 ^ .740 00 -2 5B 5.22 � 175 1 09� , . 5 5i ~ ^ 4.42 � ^ ' - 00 2 �9 - 61 -6. 175 -1 .092 -.415 . - " MEMBER F]RCES FOR MEMBER 70 == =�==========�=======� __ / LOAD JOINT AXIAL SHEAR SHEAR TORSION MOMENT MOMENT FORCE FORCE Y FORCE Z MOMENT Y Z �0 - 20 -.24 � 1 55 1 ,419 -.062 ,0*2 , . ^ 62 -1 00 -. 17 -- .3,.."+19 .06� --042 . ^ 00 ,83 2 55 - 007 .005 .000 ,00 ` ' ' 00 01 .``\ 007 -.0�5 .O00 . . � 62 ' 00 -.P..43 -4 .73 � 3 �5!7,54 6B5 ~� .�12 .717 , ^ �90 �0 -2 4� -4.2� " 62 -4 �� .0�2 -- ~ . ~ - �o �� =~~.=°� -.057 .042 �0 -^ -^ � �� 4 55 1 .�� , ~, _ ~�, " ~. ~~~ `^~~ .„ - ° ~�°` �"=~�"~v ~�.~~=~-= =• =�==°� ��=��. =,= = .�=* , 5 55 6. 104 -1 .076 .759 .0o -� ! 3 -4.9/ 62 -6. 104 1 .074 � -.432 .0 -2`�4 -4.51 +��w� ` MEMBER FORCES FOR MEMBER 79 ="======== ,="====�.=======================.==..=====.======..=== = ' I OAD JOINT AXIAL SHEAR SHEAR TORSION MUMENT MOMENT [� R3RCE FORCE Y FORCE 2: MOMENT Y 2 ^ 1 56 � .�0O . 158 -.012 .00 .04 .66 63 -1 .300 -- 158 ^012 .00 -06 .74 2 56 .015 .009 .000 .00 .00 .02 63 -.015 -.009 .000 .00 .00 .06 3 56 3.925 -1 .210 .698 .03 -2.67 -3. 19 63 -3.925 1 ,210 - .371 -.03 -2.05 -7.50 + 56 1 .315 . 167 -.015 .00 .05 .68 . 63 -1 .315 -. 167 ~012 ,00 .06 .79 5 56 5-224 -1 .052 "606 .09 ' -2.62 -2.53 63 -5.224 1 .052 -.359 -.03 -1 .99 -6.76 ~ MEMBER FORCES FUR MEMBER 80 =====.,===,=======================================.-===============,==== LOAD JO1N1 nKJAL SHEAR SHEAR TORSION MUMENT MDMENT FORCE FORCE Y FORCE 2 MOMENT Y Z ' 57 .098 -.021 -.00R .00 -.o1 -.25 64 -.Q98 .021 .002 .00 ,0P .07 2 57 -.009 -.006 .000 .Vu .00 -.07 64 ,009 .006 .000 .00 .00 .01 g 57 -11.266 -1 .557 .622 .07 -2.74 -17.28 64 8-2�1.1. 1 .6+2 -.1 1 6 -.07 -1 "41 3-27 4 5? .089 -,027 -.001 .00 -,01 -.J2 64 -.089 .627 .001 .09 .02 .08 5 57 -8. 167 -1 .540 .880 .07 -2.7* -17.51 64 8. 16/ 1 .662 -.314 -,07 -1 .38 3.33 wEMBER FORCES FOR MEMDER Si - -- ---- -,,,,, m,,,,,,, ,,,,,,,,,,,,,,,,,====,,,,=,, ,,,,-- ,-,.- ..,,,,-= -� . ILIAD JOINT num_ 8HEAR SHEAR TORSION MOMFiT MOMENT FORCE FORCE Y FORCE Z MOMENT V Z 1 b9 -.093 .014 -,012 .00 .00 .03 60 .033 . 198 .012 .00 .05 -,+0 2 59 .001 -.003 -.005 .00 .00 ,00 60 -.001 .003 .005 .00 02 -.01 J 57 -.565 -.231 -1 .364 .06 .00 -2.63 | / 60 .565 .231 1 .344 -.o6 5.37 1 .71) ^ 4 59 -.033 .011 -.017 .00 .00 .03 60 .1)33 .201 .017 .00 .�7 -.41 5 5q -.5%/9 -^P17 -1 .A56 .86 .00 -L:,.60 60 .579 .4P9 1 .356 -.06 5.42 1 .30 ^ MEmBER FDRCEG FOR MEMPER 82 i [ OoD JUINT AXIAL SHEAR SHEAR TORSION MoMEMT MCMENT | � FORUE FORGE Y FORCE Z MOMENT V � 1 60 .036 .790 .007 .00 -.05 1 ,4 � 61 -.036 .765 -.007 .00 -.04 -.9� � 2 60 .066 .005 .002 .00 -,02 .0 61 --006 -,085 -.o02 .00 .00 . - j 60 -1 . 100 -P.401 1 ,504 ,00 -5.36 -lm .-- 61 ,528 2.401 ~.083 .00 -3. 10 -li°. -� ° 60 .0f ' .793 .009 .0( -.07 1 . 1 ' 61 -.042 700 - 0o9 00 84 3 ^ ` ' -^ -.B? 5 60 -1 .064 -1 .611 1 .511 .00 -5.61 ' 13.47 mUmBER F0RCE8 FUR MEMBER 9 .ZOMUMAPTZSZMZ.V11.7=1,9=.111121$11.71^LILIZCZ7,...."4431=61.13===.1=====.4rV-04=2:1V116=========.="1:SZE===..."691==========...21.M220= der e 1 OAD JOINI AXIAL SHEAR SHEAR TORSION MOMENT MOMENT FORCE FORCE Y FORCE Z MUMENF Y 1 61 .0J7 . 198 -.00e .00 62 -.017 . 104 .002 .00 -.03 -.34 0 61 .010 .000 .000 .00 .60 .90 6e. - .01u .01)0 .000 .00 .00 .00 3 61 -.629 .018 .064 .00 3. 10 3.33 62 .629 -.018 .084 .00 -3.06 -3.26 4 61 .027 . 109 -.002 .00 .o .:35 62 -.927 . 103 .0i PE2 , 09 - .03 - -.33 5 61 -.612 . 126 0. 6e .00 D. I4 3.6u 6a .612 .086 .086 .00 --3.09 MiimBER FORC29 FOR MEMBER 841 -m-===,===wmtlatenrummummol=ammEnw=,mamirrimanwanicr=u,Amn=============tnm==...nam====.===m==== LOAD JOINT AXIAL SHEf2.0 SHEAR TORSiON MOMENT MOMENT FORCE FORCE Y FORCE 2, MOMENT Y 1 62? .035 . /.10 -.006 .00 .03 .95 63 -.035 .71-15 .006 .00 .0i -1 .37 .906 -.006 -. )02 .00 00 -.03 c_. 63 -.c)06 .006 .002 .00 _02 -.04 J 62 -.557 2.411 .(04 .00 3.06 12. 14 63 1 . 129 -2.411 1 .4?7 .00 !:, 30 14.97 4 62 .040 .704 -.000 .00 .1;J .00 63 - .040 . 790 .HOH .00 .06 -1 .40 5 62 -.;51-'2 3. 121 - 0uP .0u 9.09 1J.0V 1 .094 -1 .626 1 .503 .0u 5.06 13.50 HI 01:11. R FORCES FOR MEMECR 95 = m===. , ...„-====....-m-=t, I UAL) JOINT AXIAL SHEAR SHEAR TOPHION MOMENI MOMENT FORCE FORCE y FORI2I. Z MOMENT \o, 1 69 -.033 . 156 .0 I ,Ou .04 .39 64 .033 .()16 -.()11 .00 .00 . , 63 .091 .003 .005 .00 .02 .QJ 611 - .u0 1 - .)H>3 --.(,1,c, .0( .0H.0 .0‘) J er3 .549 .. .,11,,0 I .JJ5 .06 - 0.JJ -•i . - a!) .549 -.281-3 - 1 .315 .06 .0H 2.63 4 63 -.u32 . 199 .O16 .00 "006 .40 64 .038 .013 -.016 .00 .00 -.93 "J 63 - .5HP .42et 1 .346 - .0o 5.31-3 -1 .33 64 .!..4.12 - .PIP -1 .346 .0o - .01 2.60 OLM9hR 110kLES I-OR MEME4ER 86 =, ,=S'X't44, =.,.4,47,,,',.=4 =.. !r=" .r.t.r7=7'.,t."'T'Z===....=XT=.. I FOL) JO ENT AX I 01. LINEAR HI-1E,AR I ORS ION MOMLN I MUMEN I F OR( E. FORLE Y F()NA / 11011E14T Y ,-.. 50 .077 .000 -.00? .00 .u 1 65 -.977 -.009 .093 .99 .0., .01 i2 5? -.1)W/I .001 .()0H .110 .I)H .O.1 6!, .1)0P - .1 HI .1/1)1) .11H .0I) .H0 J 59 I .P19 . 183 , i611 t .1/(4 p 1 . r1ICI --I ,. I e,J . 1 7",' . ,'i 1 .H ' P.111) I . 16-i --v lqn .016 .9/ .47 -.0.3 , � � I Mt=2, MU S ,,MZ11yy LOAD k'IDCIC 12t.. ^ 6 4".Yu W.l.1IXI ttlItt"t:t4 S{f0.4 r^„;: kU, "tC;tt 2/1311#leu Z;U2'Z Ski 113:St^�,':^x.,A«.=:S It= =VA=!t«pat.AT.,", St 211,111%=1"ea M2./21,1Z:' =G' rt:�',Y„":C ,:= = w .TCO N'F AXIAL SHEAR SHEAR TORSION MOMENT MOMENT FORCE FORCE Y FORCE Z MOMENT Y -, 6 ,t ._.403 .11 i .00E3 .04 c.. 60P;> .00 .03 .003 .002 .uoo »4h Yr to tytaa, .t„ ;a .0002 .000 00 oo .02 .'3 Fu�'r -.073 � .t,aCa .��t,a 1 C'.041 .490 -.06 -1.54 6.51 6 .073 -2.041 41 ..„.0 4 .06 -1 .00 4 60 .406 -.109 -.0O 11 .53 66 .406 .109 .000 .00 .03 I 0 .471 1 .930 .49 so 5.47 .99 66 .471 -1.930 - .076 .06 . .97 11 .07 MEMBER FORCES FOR MEMBER 86 2' CG,'," attemar xI aza muwx fTst tort mugroz wt t1 C91 Igt:m=SUN to at cut ttmmttrvakft''fi Iam rpm=toz1,uC'11n m:al s"A tz CSA rlitt,':1CCtu amY tvz az 3tt 1Ctvt:r.:rzum=tiorA mt.ma!k ral 4:trz rex tact ft s h.13A1T JOINT AXIAL SHEAR SHEAR TORSION MOMENT MOMENT FORCE FORCE V FORCE Z MOMENT Y Z. 1 61 .606 »/ .606 -.043 -.034 .00 i' P.51 .001 .,001. .,.001 »00 � . :1'0 .00 . 14 67 .001 .001 01 .001 .00 .tWrt.:a »2.337 893 ,t.at„a 3 61 2 .504 r re:"a -1.33 ""3.F3,:I 67 .Fr °S 7 • FI a'"7 -.093 00 4 61 »60 04E .033 67 �, .t,at,a . 16 3 .605 w.042 .0 .1?4 : 3 »t:'ara . 14 5 61 2.943 936 53 . 1 67 -2.943 .. 936 . I w31. -2.04 1 r, ty .tuat;a ...�'iv:L ea,,Fac;": ' . MEMBER F'CIRC",E"'3S FOR MEMBER El .,.;It 2. "`6',and atg.=R:.. ;^"' ry,.."...TA Mt«'2111,V.^“,12":"»"."".Mt tit 1r.".,,"",:rt cx:l9 TX^:.;:CY.F'UT V S,«It,:....,. LOAD JOINT" AXIAL SHEAR SHEAR TORSION rIC.IL'ENT" MOMENT 62 .606f 213F'E3 E FORCE Y FORCE MOMENT 6(3 -.606 .044 -.034 2 2 .002 .001 -".0t,}'L .tnat:;a 4:5 ,tray .Cato .006 . ••.,rty1 ,001 .I)ty ,00 ,t:t;a 3 6a .00 6F:3 2.292 .906 .501 d F'.293 . 06 -.094 .rata 7 -4. 13 !� 4f�"ff"3 .604 s",(a4.2 .!3 3R3 .001" 68 ,604 .043 - .t:1 3.: .- 16 .. 13 15 a 2.898 . r' ,,t,r .53500a,C,;aR -4. 12 62 -2.1390 -. 128 .00 0 -.0 -4.27 HEMMER kORC;,I; S FOR NEMER Sty LOAD'wD 31)141 AXIAAXIALSHEAR SHEAR • 1(IRS 1,144 MOMENT MOMENT. FORCE FORCE Y FORCE 2 MOMENT Y1 63 .40211 . :+ T .00 69 kac - 11 «tl .lC . 2 .45 .. 2 63 .t + -.002 .000 »CI 49 3 6;f - 6''Y3 -2.024 ror'.a. .tyf 1 3 .000 .t..ac -1 .54 f, cr.a 1 1 .00 1.11 „",rypaI..3 .00 .04. .52. 1 1 :I. .000)M .t.'at„"a .074 .46 3 t,a 3 .462 -1 .942 „4(µ(T .06 -1 .50 -5.85 ," . rfr1 . 1( -.0 --.06 --.97 -11 .05 3• MENDER FORCES: FOR MOMEIF R 91 » t�. _� ' | - / LOAD JOINT AXIAL SHEAR SHEAk TORSION MOMENT MOMsNT_ FORCE FORCE Y ' FORCE 2: MOMENT Y � %�� ` ^ t 64 .077 -,0/0 -.003 .00 .01 -.0e � °�� 70 -.077 .010 .003 .00 .02 -.9,1 2 64 -.002 -.001 .000 ,00 .00 -.01 70 .802 .001 .000 .00 .00 .00 3 64 -1 .245 -. 193 .368 .07 -1 .08 -2.43 70 1 .245 .336 .013 -.07 -~49 .09 4 64 .075 -.011 -.002 .00 .01 -.09 70 -.075 .011 .002 .00 .02 -.01 5 64 -1 . 169 -.203 -365 .07 -1 ,07 -2.51 70 1 . 168 .345 .015 -.07 -.48 .08 MEMBER FORCES FOR MEMBER �=92====�.�==========.=�====�=================== �� LOAD JOINT AXIAL SHEAR EHEAR 1OR91ON MOMENT MOMENT FORCE FORCE Y FORCE Z MOMENT Y 2 1 65 .006 -075 -.007 .00 .00 .02 66 -.006 . 13/ .007 .00 .03 - . 14 ^^ 2 65 .000 -.001 -.001 .AV .00 .00 66 ^^600 001 .001 .00 -00 ,00 3 6'..".• -.763 .732 -.305 .08 -.08 -.49 66 .763 -.732 .305 -~00 1 .30 3.42 + 65 .006 074 -.008 -00 .00 .02 66 -,006 . 138 .008 .00 .03 -. 15 5 65 -.757 .807 - .312 .08 -,09 -.48 66 .757 -^595 .312 -.og 1 .33 3.28 MLMBERFORCESFOR MEMBER 93 = = = == ==="==�==�=m========�=======�========sv===�== LOAD JOINT AX IAL SHEAR SHEAR TOHSIDN MOMENT MOMENT FORCE FORCE Y FURL"E Z MOMENT Y Z 1 66 |°9 .308 .005 .o0 --03 .49 67 -' 1@9 .208 -.00t ,00 -.03 -.38 2 66 -.009 ^001 -.001 .00 . 10 .01 67 .003 -.001 .001 ,00 ,01 .01 3 66 -2.8+6 -0.317 .379 .00 -1 .38 -12.+3 67 B-434 2.317 .201 .00 -2.e9 -13-60 4 66 . 106 .309 .005 .00 -.03 .50 h7 -, 106 .2B6 -.005 .�� -"02 -.37 5 66 -2.737 -2°089 .8B4 .00 1 .41 -11 ,94 67 2.326 2.604 . 195 .00 -2.46 -13.98 ° . MEMBER FORCES FOR MEMBER 94 - --,,,,,,.,,,,,,.-,..-...,,,=........,,,,,,,,,,,,,,,,,, --- ---..- -=m,-,,,,,,,, LOMU JOINT AXIAL SHEAR gHEAR TORSION MOMENT MOMENT FORCE FORCE Y FORCE 7 MOMENT Y Z 1 67 .073 . 107 .0o0 .O0 .03 , I 4 68 -^073 ^ 105 .000 ^0: -.03 -- 14 [ 2 67 -.003 .000 .000 .00 - .0 1 .00 68 .0()3 .008 ^000 ,00 .01 .002 3 67 -1 .910 .018 .094 ^00 2,42 3.98 68 1 .910 -.016 ^090 .00 -2,43 -3.81 ., 47 .070 , 107 ,000 .00 ,02 . 14 68 -.070 . 105 -000 .00 -.02 -. 13 5 67 -1 .837 . 123 .095 .80 2.45 4,01 68 1 .837 .089 .089 .00 -2. ^6 -3.95 MEMBEIN FVRCEB FOR MEMBER 75 ===�========= =========================�=========�z�==x ===============�== . 1 68 . 110 .228 -.006 .00 .03 .32 69 -. 110 .307 .006 .01) .03 -.46 r/ 2 68 -.002 -.002 .001 .00 -.01 -.01 69 .003 .002 -.Uul „Ou .00 -.01 :3 62 -2.423 2.312 4. 198 .00 2.44 13.57 69 2.1.334 -2.312 .881 .00 1 .40 12.41 4 66 . 107 .267 -.005 .00 .02 .37 449 - . 107 .309 .005 .00 .04 -.47 S 62 -2.313 2.600 . 192 .00 2.47 13.9'5 69 2.724 -2.005 .627 .00 1 .48 11 .92 . MEML1ER FORCES FOR MEMDFLP 96 -.. ...=.44,4.4........... 4.44.,m..-.444.===,..4.,,,,..-m...,==.444444.,,,,====.====.============== . LUAU JOINT AXIAL SHEAR SHEAR TORSION MOMENT MOMENT FORCE FOROE Y FORCE Z MOMENT Y 2 1 69 .007 . 137 .008 .0u --.03 . 14 7u - .007 .075 -.002 .00 .ou - .02 f.2 69 .000 .001 .001 4.0u 71) .0()0 -.001 --.1:10) .0>) .00 .00 3 69 - .763 -.729 .307 - .06 -1 .32 70 .763 .727 - .309 .08 .08 .50 4 69 .006 . 138 .009 .00 -.04 . 14 70 • .006 .u74 -.009 .00 .00 -.02 b 69 -.757 - .592 .917 -.08 -1 .35 -3.27 70 .757 .604 -.317 .08 .06 .42 MEHDER FORCES FOR MEMDLR 97 - ,,..-- -,..., - - I MAD JOINII AX1AL SHEAR SHLAR TORSION MOMENT MOMENT FOP( E FORCE V FORCE 2 MOMENT Y 2 I 67 .212 .013 .000 .00 .00 .0/ 71 -.212 -.013 .000 .00 .00 --.07 2 67 .900 -.001 .000 4.(10 .00 .UI) I 71 .000 .II()I, .000 .00 .(>(/ .00 N 67 .0114 1 .921 . ' 3F! .01 4.06 4 .76 71 -- . 0'+ -1 .334, -.49d .01 1 .7u 4 67 .212 .012 .000 .0n .00 .n - 71 -.212 -.012 .000 .00 .00 -.02 n 67 .216 1 .944 .682 .01 -4.06 4.23 71 - .216 1 .344 .4913 --.QI 1 70 .55 OF-MDER FORCES FOP MEMDLP 98 . ....,,,-- ---,...,...------.-,------ - ------==-7.-=*44,14.---2=,-=. , = =.7.=yrt.msc-r,===== I MAD JOINT (IX (AI_ SHEAR 80102 FORSIMN MOMLNI MOMENT F okL:E FORCE Y FORCE -,' M1)MEN1 Y 1 60 .21F, -.01d .000 .ou .0u -.07 1 72 -.218 .012 .000 .00 .00 .02 1 2 68 .000 .nn1 .00n .00 .00 .1)(1 '/L .0(0 .001 .i)01) .0n .nn .I)),> 3 68 - .004 - 1 .311 .602 -.01 4.06 --4.74 72 .004 1 .331 -. ,I913 . 11 1 .70 .51-3 4 e' d .212 -.012 .000 .()() .00 - .07 N rti( .1.A1r) .n10 .nnn .nn .nn .01' ' 'Jo 60 4208 -1 .344 .622 - .ul -4.06 4.01 72 .200 1 .344 -.499 .01 t .7>) .56 III 11111 2 r (IP1 I `J I Mk EU HI! P '''<"? L 11(10 J Li 11.1 1 AX I Pa' ' 1 IF Pit< I.I1IF.1)1- I Ill-SII IN MIME-JO III(II IF Ml F I IRO", 1-0PLE Y F1JR1,1 2 MOMENT Y 2 1 71 -.023 . 106 .()00 .1)0 .00 /`^ , _> ` ,/ \ , . , ' ' ~ / ~~' ` ,. .` . . '. - 2 71 .001 .800 .000 .00 .00 .00 72 -.001 .0V0 .V0o .00 .00 .00 ��L 3 71 -1 .371 � .003 .092 .00 .01 -.33 � ` ~- 72 1. .371 -.003 .092 .00 -.01 .34 1.4. 71 -.022 . 106 .000 ^00 .00 .05 72 .022 . 106 ,000 .00 .00 -.0"; 5 71 -1 .394 . 110 .092 .00 .01 -.28 72 1 .394 . 102 .092 .00 -.Vt .29 wEmBER FORCE8 FOR MEMBER 100 ��_„.......-====..............................=.====..,========...................m.........,..== 1,..001D JOINT AXIAL SHEAR SHEAR TORSION MOMENT MOMENT FORCE FORCE Y FORCE Z MOMENT Y Z 1 71 . 106 -.010 .000 ,00 .00 -.03 73 --. 106 .010 .000 .00 .00 -.04 2 71 .000 .000 .000 .00 .00 .00 7a .V0m .000 -000 .80 .00 ,00 3 71 .001 -.040 .406 .00 -1 .70 -.24 73 -"001 .040 -.092 .00 .00 --03 � 71 . 106 -.010 .000 .00 .00 -.03 73 -^ 106 .03,0 .von .00 .00 -.04 5 71 . 107 -.050 .406 .00 -1 .70 -.27 ^: 73 -. 107 .050 -°092 .00 .00 --07 MEMBER FORCES FOR MEMBER 101 -----,==...======.......=.=.=,m,......==m=.==..,,,,,,,,,,m,,===.====.==..======.. /DAD JOINT HX"AL 1311E AR SHEHR TOR‘qION MOMENT MOMENT ' FORCE FORCE Y FDRC.:E Z MOI''..ENT v 2: / 72 " 106 .010 .*00 .00 ~00 ,03 74 -. 1 0 6 -.0 1 0 .000 .00 ^*0 .0^ 2 72 .V0V .000 -0A0 .00 .00 .00 74 .00M -000 .000 .00 .00 .00 3 72 .001 .040 .406 .0O --1 .70 .24 7([ °001 -,040 -,092 ^00 .00 .03 � 72 , t06 .0 1.0 .000 .00 .(..,0 ^03 74 -" 106 -,0�0 ,000 .00 .00 .04 5 ?2 . 105 .050 .40� .00 -1 .70 .27 74 -~ 105 --050 -.092 .00 .00 .07 | ' MENDER FORCES FOR MEMBER 102 . ===== ============.=========================================-========, . Oon aOIwT RMlML SHEAR SHEAR TORSIOg noMENT MOMENT � F8RCE FVR C.E Y FORCE Z noMEW7 Y 7 I. 78 ,010 . 106 .000 .00 .00 . .04 74 -.010 . 106 .000 .oV .00 -,04 2 73 ^000 ^000 .000 .00 .00 .00 74 .800 .000 °0O0 .00 -00 .O0 3 73 .0it,0 .001 .092 .00 .00 .09 74 -.840 -.001 ,092 ,00 ,00 -.03 ^ 73 "010 . 106 .0O0 .00 .00 .04 , 7* -.010 . 106 .000 ^00 -00 -.0* 73 .050 . 107 .092 .00 .00 ,07 7* -0050 . 105 ,092 .00 .00 -.07 nEMBER FOR CIii:9 FOR MEME?ER 10.3 / ` LUAO JO[NY AXIAL 'at,1[...,„ SHEAR 7OMS7ON MOMEwT MOMENT ^/ FORCE FORrE V FI'RCE Z MUMEuT V Z | 1 9 .3+� .000 .000 .00 .00 .00 01'3 -.349 .00V -000 -00 .oV .00 p 9 .n7 7 '^0o -mu' 'oo .ou .no ' ` y '` . ' � ' ' ^ ' . ' ..' 3 9 16.513 -,004 .001 .00 -.01 -.03 , eg 716.513 ,004 ' -'001 .00 -.01 -.02 � � ` � �~^ � � 9 .4B6 ,�0V .0o0 .�� .00 .00 . 28 -.426 .000 .000 .00 ,00 .00 5 9 16.862 '-.0V4 .001 .00 -.01 ' -.03 .' 28 -16,062 .004 -.001 .00 -.01 -.02 �' , MENDER FORCES FOR MEMBER 104 | - - -./ ~==========.=...,=======.===��====�==..============================= LOAD JOINT AXIAL SHEAR SHEAR TORSION MOMENT MOMENT `� FORCE FORCE v FORCE Z MOMENT Y Z 1 8 .421 .000 .000 .00 .00 .00 �'. 29 -.421 .000 .000 .00 .00 .00 } 2 U , 163 .000 .000 .00 .00 .VV -/.�� 29 -. 163 .000 .000 -00 .00 ,08 3 8 -17.760 ,004 .000 co. .00 .03 29 17,760 -.004 .000 .00 .00 ,02 / + 0 =C� v00 000 00 00 00 � .~ . , - . . 29 -.584 .000 .000 .00 .00 .00 � B ~17.338 .004 ,000 .00 ~00 .03 . � ' 29 17.338 -.004 .000 .00 .00 .02 1 . MEMBER FORCES FOR MEMBER 105 ' ==--====-====�=====================================.==================== , � LOAD JOINT AXIAL SHEAR 5HEAR TORSION MOMENT MOMENT ? FORCE FORCE Y FORCE Z MOMENT Y Z ' 1 29 . 146 .000 .000 .00 .00 .00 43 -. 146 .000 ,000 .00 .00 .00 / 3 29 -.044 0O� 0�A 00 00 00 � . . . . . ^ 43 .0++ .000 .( ()Cl .00 .00 .00 3 29 11 °683 -.003 -003 .01 -.01 -.O2 . 43 -11 .603 ,003 -.003 -.01 -.02 -.01 . O. 29 . 102 .000 .000 .00 .00 .00 43 -. 102 -000 .000 .00 .00 .00 5 29 11 .929 -.003 .003 .01 -.01 -.02 . 43 -11 .829 -003 -.003 -.01 -.02 -.01 | nEn8ER FORCES FOR MEM3ER 106 =,,,,=====,,,��===,.==.,,,,....,,,,,,,,,,,,,,,,,trt===========,,,,==..,..,,,,,,,,,��.........,,,,,,,�.�=.,,,, . ` � COW) JOINT AXInL SHEASHEAR TORSION MOMENT MOMENT , � FORCE FORCE Y FORCE Z MOMENT Y Z � 1 28 .055 .000 ,000 .00 .00 ,00 ' +4 -.255 .000 .000 .80 .00 .00 e 2B 0�8 000 000 00 00 00 / ^ ^ ^ ^ ` ^ ' 44 -.(v i,8 .000 .000 .00 .00 .00 3 28 -12.605 .003 ~.00a .00 .01 .02 Li* t2.605 -,003 .002 .00 .01 .01 * 28 .303 .000 ^000 .00 .00 .00 *4 -^303 ,000 .000 -00 .00 .00 5 28 -12-350 .003 -.002 .00 .01 °02 i , 44 12.350 -^003 .0x02 .00 -01 "01 i . . , - MEMBER FORCES FOR MBM8FR 107 | , |OAD JOIMT HKI0. 8HEAR SHI.:.(AR TORS ION MOMENT MO11E14T . FORCE FORCE Y FORCE Z MOMENT Y Z � | ^4 . / 12 .000 .000 .00 .00 .00 52 -. 11P 000 000 ^0 00 00 . . . ^ . 2 ,4 .0P3 . ?00 .000 ,00 .00 .00 52 ~.023 .000 .000 ,00 .80 .00 3 444 6-461 -.802 .000 .01 .00 -.o1 ~~ �, 1 i,, 'R,„~ , ~ '/-. '`~ 1 - ^ � '�� / � , . ., ` ' ` _ - � ' /�, v,� ^ ` ^ ^` ~ � - � ~' ' 0� 00 00 ' 4 1�5 .000 .000 . , . ' ^ 00{ ' 00V V� .m} .00 °�� i ` 52 -. �35 � ^u»» ^ ^ �1 -.002 0o0 .01 .00 -. �� 5 44 �.572 ^ -.01 ` 52 -8.57�� .002 .000 -.01 -.01 � MENDER FORCES FOR MEMETER1n8 = = = = ============= . ============================= /oAI) ;IOINT AX IAL SHEAR SHEAR TORS ION MOMENT MOMENT FORCE FORCE Y FORCE Z MOMENT v eL 1 43 ^ 135 .000 .000 .00 .00 .00 000 V00 00 .00 .00 53 -. 135 ^ '` 00 2 43 - 019 V0� .000 .0V .00 . ^ ^ �0 0O 00 - �0V 000 . . 53 019 ^ ^ ^~` - ' ^ -' ' 01 3 �3 -9.035 .002 -.002 -.01 .00 . ^ ^ 53 9o2 .0| 0�5 -.00� .0V� .01 ^ ^ 00 .V0 (..1 43 � t6 .000 .000 .00 . ^ 000 00 0o .00 53 - �1� 00V • . ^ ^ ^ 00 .01 -- 00� 002 - 01 , 5 -8 900 ~ -^ ' � ` ``- 02 �1 . ~ 43 002 �02 01 . . 5� 8.900 -. . . - MENDER FORCES FOR MEMDER=109=============�============================== =====,=================� �=~ /OoD JOINT A XIAL SHEAR gHEHR TORS 1 ON MOMENT MOMENT FORCE FORCE Y FORCE 2 MOMENT Y � | 53 .042 .V00 .n80 .00 .O0 .00 042 .000 .1)00 .00 .00 .00 59 -~ 2 �3 -003 .00V ^000 . 00 V0 , . ^00 00 �9 -.003 003 .000 .000 .00 .00 ^ 002 00 00 -.01 ' J 53 � 0�3 - o01 -~ . . ^ ^ 00 02 - 01 - �01 .002 . ^ 59 -5 0�3 , .,. _ ~ ' -- 0@ 00 - 000 008 00 ' . * 53 -046 . ` ` o0 00 00 000 80� . .` , 59 - 0�6 , . ... ^ ~- - 00 -.01 5 53 5. 105 -.�01 -.002 ,00 ~ ^ .002 00 Or? -.01 59 -5. 10� .00� . ^ nEn8ERFORCES FOR MENDER 11o=�======�=====�=================�=========== �u�o J�INT AXIAL SHEAR SFEAR TOR8ION MunEgT MOMENT Y � ^~' ~ ~-- � FORCE FORCE Y FORCE Z MOMENT 00 1 52 08B .000 '000 '00 ^00 ^00 ' 000 00 10 , 60 0B8 000 . , . -^ ~ 0o •�0 �' 0v0 V0 ^ 2 52 - 003 .000 . ~ .~. � � ^ 0n0 00 00 'oo 60 00� ,0�/ . . ^ ' ' 001 02 - 01 .01 ' 3 52 -5.401 -0�\ -^ -^ ^ V1 ^ 001 0� 0B . 60 5.401 -.00� . , ~ - 000 0� 00 ,00 (.1 �� ,08� .000 ^ ^ . 0u �0 - 0g5 .000 ^008 ,0o .00 ~ . 001 02 - 01 .01 5 3�4 00� - -. . 5 52 - - ~``^ - �'� '- - - ' 02 02 01 - - 5 �94 00� 001 . . . 6V ' -~ ^ MEMBER FORCES FOR =MEMBER=111==========�==�=========�======�======�====== |OAD JOINT AvTm- �HEAR SHEAR TORGION MOMENT MOMENT PORCE FOH�F V FORCE Z M[* ENT v Z 00 | �o - 002 .000 ,000 .00 .00 , ^ 000 00 00 .�0 6� 002 .0�0 ` . . ` .0o 2 60 .001 .0000 00 - .00 ^00 00 65 -'001 ^080 .000 .00 ,00 . 001 01 - 01 .00 3 60 3. 164 -.�01 -, ~. . ^ 65 -2u2 .o3 16� .001 .u8� .0� ^ ^ 00 -0o .00 - n*1 000 .000 . Li"LtLi LI Li Li Li.L8 Ll 1 I .1 _ � . ' .' \ / .' / �°*� . ., �� ' ` ,` ^ . '`"° . ' ^ . ' � . . ' . ^ 001 0V1 - 01 - �� .00 � �� u �0 2 16� -' -' ' ` nr ^ ^ -- - 02 .00 �/x ` - .001 V� ' � 65 -�. 162 .001 ' , ."= _ ` MEMBER FORCES FOR MEMBER 11,2 ================�===. ' ��~=====�====�===================�================= D JulT AXIAL SHEAR 8H TORS 1ON MOMENT MOMENT. T' I.„0() FORCE FORCE Y FORCE^^'`� MOMENT V 4 ~ � � 59 .�47 ,0V0 ,00V o0. .00 .00 00 �� el el -~0+? .000 .000 .00 .00 . 000 Q0o00 .00 .00 o �q -.0�1 ' ^ . � ` 66 081 ,00o .000 .00 ,00 .00 y 59 -2258 .001 -.001 -.o1 -.01 ,00 66 2^^3B8 -.001 .00� .01 .02 .00 ^ v0 00 00 � + 59 I. .oV0 .0w0 . . . ^ ^\ 66 -.0‘46 .0o0 -000 .00 .00 .00 ' 5 59 -2 341 .001 -.001 -.01 -.01 .00 - ^ 66 2.341 -.001 .001 ~01 .02 .00 '' ncnoER FORCES FOR M£MBER=113============================================ �� IoAo JOzwr AXIAL.. SHEAR 31111 AR TC/RF.,IIoN MVnENT MoMEuT FORCE FORCE Y FORCE Z MOMENT Y � 1. 12352 .000 .000 .00 .00 .00 33 -^^352 .000 .000 ,00 .00 .00 00 00 00 P 12 087 .000 .000 . - . ' 33 -.087 .000 .000 .00 .00 .00 u 12 16.421 --00� -.OV1 .00. 01 -.03 ^ -, 0E3, 33 -16.421 .004 -*o1 -o0 .01 o0 00 00 , |2 439 .000 .0oD . ^ . '439000 000 °00 .0V .00 33 - . ^ ` - �� 12 16.373 -.004 -,001 ^00 .0i -.03 33 -16.773 .004 .001 .00 '01 -.0P � �1' E114 nnPERFDRCEg=FOR=ME��ER====================================..========== � SHEAR TORSION MOMENT MOMENT ` / 000 JC�NT A«}m� SHEARy FORCE Z MOMENT Y � ' ' ~`�- FORCE 00 00 ' / L3 417 .000 .0»0 .00 . . ^ @0 .00 32 - 417 ^000 .�00 .00 . ' 000 n0 00 .V0 2 13 ^ 153 .000 . ' ^ � 32 -- 1 3 ,000 ,000 .00 ,O0 .00 � . ~ 00 00 0� � |3 -17 6B6 .004 .000 ^ . . / ^ 000 00 00 ,02 � ' 32 1'7, 696 -.004 . . - 00 00 00 00 �' � 13 570 .000 .0 ^ . . ~ 00� 00 00 ,00 32 - 570 "0a0 . ^ . . 00 00 n3 � \3 -17 27� .004 .000 ' . ~ � ` 00� 00 00 .0� 32 17,270 -.004 , . ` ' ' � nLnuER FORCES FOR MEMBER 115=============��=========�=================== ' . ^ OrJO|NT �x[AL SHE ArSHEAR TORS lQN MOMENT MOMENT ' ` FORCE FORCE Y FORCE Z MOMENT Y Z 000 000 00 ^00 .0� �� / 32 ` 12� ^ ^ ^00 00 0^ �� .8 - 1�6 .00o .000 . . ^ ' 042 000 Vn0 .00 ,0, -00 � 32 -^ ^ ^ 00 �� 00 00 008 800 -"" o8 0+2 ^ - .°" , ,_ - 0, 02 00� 003 - 0l . -. s 3£ 1z .52, -. -. , __ � �2 01 � � 003 00� 01 . -. *B -11 52^ ` ' ` -- ~ ^00 .00 ,�0 32 .084 .000 ,000 *8 --^084 ^@0a °000 .00 .00 ,00 11 .650 0O� 01 01 - 0E �� _ . ~ ^ . ^ � � ` ' • , , ' ` ' `' ` � . � � _ ^"°, .,v. ~ `~� ^ ^ ^ ._ . .' ` | � `� nEMB�R FORCES FOR MEMBER 116 ^ . ��==�===�============�========��===�====��== ===== ~==============�===�=== �� ' � K�*�� '. / oAU JOINT AXIAL SHEAR BNEFR TORSION MOMENT MOMENT ` . FORCE FORCE Y FORCE Z MOMENT Y � / 33 .272 ,000 ^000 "00 ,00 ~00 � [��/ 0W0 �� 00 °00 ' 47 �.272 . ~ ~ " i 2 38 .046 °000 .000 "00 °00 "80 � *'/ ~.046 °000 ^004 .00 "00 °00 2 33 -12.472 "808 °002 .00 --91 .01 00� 0� A� *1 �7 12.472 -.�� ~° ° -" ' - � '� 4 33 .319 .000 .000 .00 .00 ~�0 / ^ o7 ~ 319 .�M "�0 ~� .� ^� ' ' 80 -.01 �� .' 5 33 -12. 199 -003 .002 ^ -° . �� ` ^ 47 12. 199 �"00� -°0Q� °00 -.01 .01 i �. ! ^ 117 FOR 17=====ft==��ftm====�================� = �= m====== � LOou JOINT AXIAL SHEAR SHEAR TORSION MOMENT MOMENT ` FORCE FORCE Y FORCE 2 MOMENT V 2 � *7 . 124 ^000 "000 °00 ^00 "00 " 5/ -. 124 .000 °000 .00 °00 ^00 - � 2 47 .023 ^000 "000 -00 .00 "00 ` 57 --023 °000 °000 °00 °00 .00 � 3 47 8.440 -.002 .000 -"01 .80 -,01 . • ` 57 -0.440 °002 ^000 .01 .01 -°01 ^ ' ^� i 47 . 148 "000 °000 .00 ~00 °00 57 -. 148 °000 °000 °00 °00 .00 i' � 5 4'78.564 -°002 °000 -°01 .00 -.01 « ' 57 -- .564 "002 °000 °01 .01 -.01 . ( lull 014. 1 1; FUR N1EIE3ER I 18 = = = = ==,=====..======.ft=v,.================e4=======. � ^ | UoD JOINT AXIAL SHEAR SHEAR TORSION MOMENT MOMENT . / FORCE FORCE Y FORCE 2: MOMENT v Z , | 48 . 122 .000 .000 ~00 .80 .00 ^ 56 -. 122 °{«}0 .0u00 °00 .00 °00 ` a "8 -.019 .000 "00$ .00 °00 °00 "/6 .019 . 000 ^000 ^00 "80 ~00 ,:d l -~B -9.010 " }02 ^002 .01 .00 .01 " 6 9.010 -°002 -^002 -.01 -°02 .01 �� , 48 . 102 °000 "000 "00 .00 .00 ' . � 6 -. 102 °000 °800 ^00 .00 ^00 , ^, ' 8 -8.896 ^00*2 "002 "01 °00 .01 - 6 8.096 ~°002 -.002 -°01 -"02 °01 `� ` n[wBER FORCES FOR MEM8ER 119 1 . �� ==-==�,==========...==��..===�..==.,..================..== ' U^U JOINT AXIAL SHEAR SHEAR TORSION MOMENT MOMENT FORCE FORCE V FORCE Z MOMENT Y � l 56 .041 °000 .000 ^00 .00 -gn 64 -.0*1 .000 ^000 -00 ^0., °00 2 56 .0.3 "000 ^000 ,00 .00 ^00 64 -.003 "000 .000 .00 .00 -00 � & a 56 5.06B . ~.001 .002 "00 .00 -.01 � 64 -5.068 .001 -.002 .00 -°02 -.01 00 ' /' � �6 .0�� .QO0 .0U{ .90 .00 ~ / � �00 0� 00 00 � 6+ -.04i "��0 . , ° , 56 5. 109 -.001 "002 ^00 .00 -.01 6+ -5. 109 .001 ~"002 ^00 --02 -°A1. �~ ~/ I S. .'....:...`I1 VSJ..L tle4x Iry In xrl 11x7+7: -•_..A-."12...AL4©LM1 ULLJ..'24aLt.Zr.:LA.r4=Mr MI=..=x:x a211.A=..12".Z�.a.0G3= ...,6:A,Z^==MI=,11114IMV/422.....1==2,== ,a11 LOAD JOINT AXIAL SHEAR SHEAR TORSION MOMENT MOMENT FORCE. FORCE Y FORCE Z MOMENT Y 1 57 .098 .000 .000 .00 .00 .00 63 -.008 .1 00 .000 .00 .00 .00 Ea 57 -„00:3 .000 .000 .00 .00 .00 63 .000 00 .00o .000 .00 .00 .00 ,1 57 ..tS.481 ,001 .001 .0k? .01 • .01' 63 5.407 -.001 -.001 • .02 .0" .01 4 57 .005 `)00 .00 .(b►(;► .00 63 -.085 .00O .000 .00 .00 .00, 5 00- 5 57 -5.399 .001 .001 .02 .01 .01 63 5.398 -.001 •-.001 -.02 .02 .01 11L:IrU ER FORCES FOR MEMBER 1C-21. .,..«...«,,.»..+,-Ls:ati 7e as vm me xz==XY at7 Y2 S Rla...,'7,==Td zt9 S:Ssl Acl C1e 31a 1mf:.Px2L 3tG 3J cif:11==...T.0...,Sil==Sit==S,tiC¢i===="='..`S*.E.CM1L xID== 1..0AD JOINTAXIAL.. SHEAR SHEAR TORSION MOMENT MOMENT PUREE FORCE Y FORCE Z MOMENT Y Z 1 63 -.002 .000 .000 .00 .00 .00 70 .002 .000 .000 .00 .00 .00 (.! 63 .001 .000 .000 .00 .0`:► •00 70 --.001 .(.)(,11'_1 .1;11)i1 .00 .01C .00 :ii! 63 2. 167 - .01)1 .001 .01 .01 .00 70 --2. 167 .001 -.001 -,01 .....0E .00 4 63 -.001 .000 .000 .00 .00 .0:1 70 .001 .000 .1100 .0 .00 .U0 ' 63 2. 165 .001 .001 .01 .01 .00 `70 -2. 165 .1)01 - .001 -.1_11. --.02 .077 MINDER FORCES FOR MEMBER 128 a -. .- -.+_axsx s+,xrr_,.:.r:^:=im u:,... .: ..=s:¢xsax--..._..:a":..:xax-e:.==ma c:.r_s=z,.,v» .:.:^^:tea.ca:a.cm.,=== 1..11AD JOINT AXIAL. SHEAR SHEAR TORSION MOMENT MOMENT FORCE. FORCE:: Y FORCE Z MOMENT Y t`= 1 61.E .047 .000 .000 .1:10 .00 .00 69 -.047 .001) .000 .1";0 .7x0 .00 a 64 •-,001. „(1()0 „()Q0 .00 .10 .U)) 69 .001 .000„1C1 .(:1t:1t i .00 .00 .00 3 64 -2.391 .001 .001 .(.)1 .01. .00 69 0. 391 -.001 .- 0011 .01 -.02 01:) 4 64 .046 .000 1101 0 .00 .00 1I0 69 _ .046 .0040 .001:1 .i10 .00 ,00 5 64 --E.344 .(:1O1 .7x,71 .011 .U1 .00 1 69 2.344 -.O01 -.001 -.01 ... OD .00 1, cr L3iEM PROFES'S"IONAL.. S1- S6 7/ 9/07 Hi"kUCTURE _. "rrrjmm CINEMAS NORIMSIDE FRAME°•--- t►ilmrdt'r'.g1 W14M,****.1t***A.**A*N.****M=**0M***°**#1*ih*.0******.*x(11)1i1M•* 0**iEi44*Mif*4?**iPMw 1***#1#° °i1.))CE FRAME: I i'2 MEME ERS 74 JOINTS 5 LOADINGS :::116 LINES INF-UT 1:11669 RECORDS USED 42.0 MI NO'1"C `3 I:<UN1"1 ME 66 CITY 01:TIGARD 6$E4111 44 BUILDING PERMIT TAX MAP LOTNO, OWNER JOB ADDRess EtL ILDIER „ STATE PEG,NO, EXP,bATE taL,DERS PHONE RCHITECT _ . PHONE OTHER STRUCtILLRE„, REMODEL ADDITION ID REPAIR r,:) MOVE t.1 0TH A 0 DEMOLITION PlesioeNot r, Bolo f.:'„3 EDUCATION CD IND EJ RELIGIOUS I ACCEEk-0 AY 0 GARAGE Li OTHER PeNcP OCCUPANCY LAND USE ZONE ';;;f. num,TYPE FIRE ZONE PLAN CHECK SY HEAT SEINER PERMIT# 0 C C LOAD LOON LOAD HEIGHT NO,STORIES AREA „ NO,REDROOMS VALUE 1 iiTtlIT,41.7114,101;:',4.7F.#14g4r SET RACES FRONT REAR LEL) SIDE PI tHTSIDE „,. „. .. THIS PERMIT IS ISSUED SUB.IECT TO THE REGULATIONS CONTAINED IN THE ROILIERD CODE,ZONING REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES,AND It IS HERESY AGREED THAT THE Plan C.'";hock WORK WILL RE bolo IN ACCORDANCE WITH THE PLANS AND SPECIPICATIONS AND IN COMPLIANCE WITH ALL APPLICARLE CODAS AND ORDINANCES,THE ISSUANCP OP THIS PERMIT DOES NOT WAIVE P 9K.put .RESTRICTIVE COVENANTS.CONTRACTOR AND SUR CONTRACTORS TO HAVE CURRENT CITY BUSINESS " TAX PERMITS,SEPARATE PERMITS REQUIRED FOR SEWER,PLUMBIKO AND HEATING. state Tax ' SDC Total APPIKERTIMAISENT- POGO Prpd„ Pleceils Ns, '45W Bat Due „.. i j1 , ----- PLUMBING MN DATE DATE TYPE INSPECTION REMARKS . 1 Contractor NM NM ,A A .N.A4Z,....z—. '. ,.... - 1 Peron No NMI 1 Rough in NM --- Fixture) .111. Zneriii-i' 1 Final 111111111 erti- -- ---- - 444L- - HEATING MN atzvii A41_44-7- Contractor I Permit No an orOI 11111 — - - -- —----- 1111 a m...... . SEWER . - ----------.. 1 Final -- - ------ I DRIVEWAY ---- — -....- - —_ --- iim --- -----__ _______._ \Fs:111 Dta in ago _ - ----um----- I Main Drain,Final _ II — - -- 1 Sidewalk. -m"- --- I Curb ei Street Final lin --am.---,,,,-m-m 1 A roach _-----_----- I riP , maCoo.1111111Deot FTN—AL mig—ivi. IAIT----lky ' CERTIFICATS OCCUPANCY no CEATTIc PE IPE°Lnxu P AN CY Landscaping roning Final ------- _---- - — ----- *—--- i i .. I ss I 0 , ' II 1 CITY OF TIE4RI WASHINGTON COUNTY,OREGON June 27, 1985 Property Manager Eastgate Theatre, Inc. 919 SW Taylor Portland, Oregon 97205 RE: Nuisance Complaint - Tigard Theatre - 11626 SW Pacific Hwy. Dear Sir or Madam: The city of Tigard has received a nuisance complaint from a neighboring property owner concerning noise emanating from your property during and after the showing of movies. The complaint alleges that on several occassions the neighbors has been disturbed by loud noises, originating on your property from speeding carp. In addition, the honking of automobile horns during breaks in the movies hove been reported. I would appreciate any assistance which you might provide us to prevent any unnecessary noise and disturbances from your property. The complaintant also reported tupt beverage containers are thrown onto his property by patrons. Any encourageent which you can give to your patrons to avoid conflict with your neighbors would be appreciated. Sincerely, c. William A. Monahan Director of Community Development (WAMscz/1549P) 12755 SW A 3H P,©.FOX 23397 TIGARD,OREGON 97223 PH;639-4171 . . C11 Y OF TIGARD Code Enforcement Action Request tf A . , Complainant: i',01:: '.„ ",:-, .., ' m 'l,w 4 , ............... ' Address: - _ Phone P40, : 1,2,,.3 57--0 . .2.-- _, _ . Sate Received Complaint: Business Tax Open Storage of Junk ), ... Noxious Vegatation 77j(777 Noise Hazard . ... Dog (Animal)-- ..., Sign .., , Filling (Sensitive Lands)- Other /60,,,,,,A,104,t17,elf it. 1 47' ittf*t‘;:19111 (r 1 ..c. "1., _ • ,„..., Explanation: A ,,,,e i A ...„, , , 0 f4 / ,,ePr ' Vr Lcation: , , : ,hs,,,,,I . , 011,,,,,,„ki:L' -1-,..),1 .:::-. , tax Map: : ' , ,,-). '''''' Tax Lot: Ili (iLe e,„ziett Action: , /, 6 , ,,,,,H0.,41,r, ...... — ' --- Code Officer: (1,060P:1 , , tleCWIpt 160131M11 f , SEWER PERMIT N9 18851 11 . uneti"8""Ir"."" OF i.ard DATE of Washington-aunty CITY 6/10/79 OWNER* on km :r A :a :r __ PHONE* 221-0213 OWNER'S ADDRESS I TYPE OF INSTALLATIONS i Eli BUILDING SEWER 0 BUILDING SEWER AND SIDE SEWER TYPE OF OCCUPANCYs 0 NEW El SINGLE FAMILY 4 COMMERCIAL g EXIST. PRIOR TO 7-1-70 ) 0 WILT. RES. C3 INDUSTRIAL i 1 1 FIXTURE UNITSDWELLING UNITS 4 _ ADDRESS OF STRUCTURES _1161.___E0 SW Pacific Hi!huoi PERMIT CONDITIONSs THE APPLICANT AGREES TU COMPLY WITH ALL RULES AND REGULATIONS OF THE UNIFIED SEWERAGE AGENCY. WHEN CALLING FOR INSPECTION. PLEASE REFER TO TOE PERMIT NUMBER. THIS APPLTCATION EXPIRES IN ONE- HUNDRED AND TWENTY ( leo ) DAYS. THE AMOUNT PAID WILL BE FORFEITED SHOULD EXPIRATION OCCUR. FEES, HI PERMIT FEE $ _ , 5Q00 CONNECTION CHARGE _LAP 0 0 0 SIDE SEWER INSTALLATION - Penny IJetoprtz 0 ' ISSUED BY E OTHER C C. TOTAL $ I 1111 M B 6 18 79 E ;AO, ":101f1911110 APPL CANT — DATE R gf. ektt. tr Eti lit BOE Vini KOill rtYA 110 SEWER PERMIT mit NI 18851 ADDRESS OF STRUC1 URE 11626 $ Pacific 1119flual. TAX MAP - _____ TAX LOT SYSTEM frAntio Creek LOT BLOCK ___ OF _Dors Howl I ck _....,9LI... ._13 70 ,,,,,i° 6 la 79 __ APPROVED BY DATE IS'«UED BY DATE M. 'S 4 REMARKS Septic tank to be *cmond out and filled with sand as per State Code. i l BUILDING - SMI " APPLICATIMofIGAR DA'N' N THE UNDEREKEINED HEREBY APPN I EOR A Pfl RMIT POR THE WORK HEREIN iNoicAsso, OS ! OR AS SHOWN NAPPROVED IN Th ACCOMPANYING PLANSAND kIAI GM " w r " fl All p' lI 'Ar'Yr, NSI I&�A' Ynr Y rY� `', „ w «I ° '�E �, 1,lr:,1 '� � � Vl'rv�p !Nwm� ?WM �W � 1, II www.�wwanwa— 4 N �w11+!I SPIRE pANdtAI p111Nr111»ItIC,�N1 � N W ,,: , „m 0 `' m ►w tII N „ 9 PA1 „ JAN''MAL ID � ,OUI u IItWI wE ",_.. * OV1 tf 1IDIOUNN NNNNPATNw,...$ ARRPO t ( IARAC A tOflA i Clffiw�*B I�MIAM * 0 rr r INI 0 I UNCI PPR+W N Nl SIGN'q.....� , .,. „,r u N I ► P N FNA I,:..., y ii IIwEAT, E, 21n ' Iry , II.ItINIAi da ,,,P 111E1 41, i 'I 4 ESR I N d':N,N, El^ ,v r !,i;i l',!,1 Y ill n 1 �I, , ,E” ...,w;e1 1 a"II,11 am , i 1 ,„ 'r riE, 1,, 11,, ' ,b10 ,,w __ . " ,. wNI N . t:T ~� : „M. r ,. ,.,.., � .� :w 1 Iw1;SOLOING _ waN Pont 1 all 00 n INVw1 i1 THIS PERMIT IS ISSUED SUE E t TO HE REGULATIONS CORIAMID N"Nlgrr Check ''I-u- - WO W LL SE's ALL ACCORDANCE WIITHATHE PtANN LAND SPEC DANI N 11 E AND i CO AREIED N WITH Sub tra— w I'' RESTRICTIVE VE COVENANTS,M N� I � wA o 0001 AND C,PLUMPINGNt AND HAVE CURRENT c ITY IRCEISNE I' A ALty, **AMMO,* ODES AND DRDINANCS , THE ISSUANCE OP THIS PERMIT DOES S NMO WAIVE Tete "err ,II 'N", NI'N" M"I By" Lf LIlil! L I L,1 L„, DATE INES TYPE INSPECTION REMARKS PLUMBING DATE T 40 Contrattor - WAWA: Permit No, 71 Monahan e fo.,010. 0 Fixture F Oral HEATING ,Contractor Permit No, Gas or Oil Gough.in I ' Final SEWER F na, DRIVEWAY Final !Horan Drainage (Rein Drain{Pinel Sidewalk Curb&Strati Final ' Approach GLOM IN Li TEMPORARY CERTIPKATE OCCUPANCY Final CERT Inc ATE OCCI,IPAINCY Landscaping Zoning Final i l Avoid V rbaL Aessagc , CITY T'I G . to. ram �� _ _ �.--- �L CIS ....,�...�.�_ �ail__ �..�...�._�.,...,..�....�. /I ' SUbieett_0116'11. ii64" .------- Da te:m pori icy)1 " all g. Kis i / M c / � ✓�e ` Cl r /meld /� air. r ,„acs C. fes' ✓' � � l d/, (7/425 61;5'r'41::4; 14;;L: d4O""le '''' '‘,:le"-a-1 l'''''''! ../Aer e? 0 ilfittrt o ry cc ' �. (Qpyy�W ® &; y P p '! (' e."�,e) € '., 1 1 7 a. 1�0 (,),4:',?,. 11 a 0 e a I"" 00 I'S r Coolr of I c . t 0"' 0 t°"1(..',. l fpIlc, ill . ethic /70 d/Me el,re ,a,i7e : (LI R g .,p 1 lir i9elf IN- c ' eV p 1 te d ble t , , " w�v A I' ,„ , " (,,.?' "41(4,4, ,,') 'Y'(,, 6 r . . A ,... 6„,4,4„,„,:,...tts; aii„,„;..„4,1 ,t, ,,..k.r W k:P ,. J .. ", S ,a .,... .. ,, ..,,' alar, ..... ..- ,,.. . .... _ .,. .,_. � '.� _....,..'... .... ... Li Li Li Li Li Li,Li Li Li I4JtJ AVOld Verbal Mesaages A-1 CITY OP TIC; AD TO: From: .„, . "741(etx4r'd 4°„:1" tz)41.1 AA, 5 vvodt,,7- oar 0 "4'66 AfNID 1-ita.44 4§-0 1-0 1-1-4 es/414* I-1 t" -r°4-:15) 444 -T 1-1 r °E1' /Aro cz AP6A/C47, /":70it A9. a,;1— daspie 44. C c: ws, "oA r" Itit le N iti -ft 04 i (p 00 4.NhoI ii. ti 0 \'6.,i .� $1 , , 40 CA „ , ` Oft_, idr� AAo� a \ 6CIt ft 2602 1 �,,. ” s� -,"µ 2601 1,11�e °' 1it 6.tl• .34 I 61 (,::,1) „,00 "' I �, . 1 t �.G 0 ICY �b 4 (y (/'''''';'72)4 g Y it ttw '. Vit. le 1 ,y4 3 , 0 , �� CSICS 41 1 14 1 1 µ a 2500 ,A 2 3 �b 0 le 1" i 1464e. .1400.. cr Ire Ig,... Z 4 12400 I/f4Ac Z 0 u I, I {or t*rr-Lat `1 ill {rS 1 $0000 r X '`� 4 t4 1 { d �w � � � uft , *P 1 ,,. � ''''''‘''''''n':'°"..'*''''''''HS'''4":E::'e:: il IC 1 r' §6rOt ^`r 151 36D C I r 4 , , clir"*".""S' I .4010 6,44 a Coll � w.: / ittf 041 r 44.N +I, „.0 s 600 y, ° 40, 0N $,14 4c. ...0 b �' ". 2602 «o ° �f l.�t�l •� 0 ° - ° 01,11 .94 v4t, t * " 0 L„ , wr 104130 i 3 0,1 , 1,1 M3 I U ..rw a , 11„ a p 6d„w -- 1 40 4 " j " 0 ;,I rµ 4 4 U) 1"P'1 S ih � U N; ° P. CGy I Y: N x V ',boro„ Oro, ftit A A ' .41 .m 0E4' '/ J unit EY ��: �R t�'T��da/Y/1,, * . 1' •l4 I �. .. � .. „, b .. �� 1..........nvxwxr�ww.m w�wxr.+Mruwxxxxe wi.w uvpwwm nrwr nxan+.. — �,.. .,. /) 4 .,..". „,F A' A4LX" DP/ 17 ' R , ': - . , �µ t. � b T PEA 77- ,y,,,,,..1.) r147 CHANGEABLE COPY ,51 (51\t., p " P6 V" I w 240 eit- 11 i4vo, let) per„ " I � , � i 'it 'i 1; ° ` I �� Rte �� M d_ ' " .1 C. IJ C r 9 t O ,two"` ,m w C w a k i.14.77.0.0 2..* f I A r 14 to 06 81, �� t, M, J " =w W sate" " 0 a w Material Safety Data Sheet U.S. Department of Labor May Da alma.to carroty*oh Cecuoationst Safety and HI!nth AdnitellittStiOM OSHA. Hialtd Cornotunocation SlandOttl, (Non-Mandatory Form) 29 CFA 1910,12)0 Stannard must bo Form Aootovol conlune0 tOt WCC toouttorrents. CMS No, 1210,4012 IDENTITY (Al Ltitg,On LAI*end Lan Note Bititt town im mot Otisemortwl, arry NOMno IMMACIIINS Dr no HEA 3/8,0, 5/8H, 7/8” rw and 1 1/401 twornation•,t avow* V*MEI OW 00 mitinvitel ft)ilti,C11 et.? Section 14111441CWW$NAM. Emortooncy ttioonono sumo Rilti /no. (918) 252-6000 AdtalPU (Nterow. Srvit C.Ty,SLIM iftd;VP COMO toonontywo Nome*tot Intonation 5400 S. 122 E. ven (918) 252-6000 Duo fottroatoo Tulsa. OK 74146 April 1987 Peeserer eporeo USA Sttotion Hazardous logradlardsadaftety Informadoro 0.0440 Hustosua caprosassu lama:ettorocoi loottort Common toortooto1 0$1.4A De. *COM/IV Pmcaro .o*s iitoodonon 11,r1 Coo:moment A: St tenet ..4 Vinyl Ester Resin 13.2 Inor ante Materials 78.4 100 A.* wOir Comoonent 8: Dibenzo 1. Peroxide 4.5 Softener 21.6 73.9 400**1 100 Section 101***PryltittaliC210OttiCiN CNIrlitilOSNDS &SIM ova* 293 F/ solutic eilivrt 040 I) Coopenoet. 1.07 Stmitle: 4 Sc C. -one VA=Plinairi(aki%istc mimeo;Pomo yrene: 48.11. 20.C) 6 N/A Ria woo Cotooty EvioortmonRial Styrene: 3.6 11140 kit*. * 11 N/A 1.39 satutotay taw* Insoluble Aot000ttoco*no Coot ellow li*uid/vhire qmoderitleical aromatic odor. Sermon IV — Fite aro Ealaloslet) Hated Cats Flaw Po."omistua Utial •terwttaele UOUIT LEL u'at. 93°1134.0 DtN 53213 1.1 6.1 Estoguttrunq Math. ?oder-t .e fire eRrintlisher. :09reblo F,to Fqtruno.Ptecootooti None F,0411 i raddididn alards None lihah„. tnevo:Nte Section V *** ReaCtivoeV 0314 404010Y WoVaMi CamMotIMOMA 114 WNW two S V will colvlertze readil+ at elevate.: tem eratures. stao,, X At temoeratures below 1.22.*F. ...". incomoane...q imionam to alma) Strong acides, perioxides and other oxidizing agents. natana‘a°.="000""°"alawoota* CO, CO2, low molecular weight hydrocarbons and inorganic acids. HUASUous May 04:14t Caogsbar‘ MIN.4 Itotymovutato011 wo Not Occto " X NiA Section VI—Health Hazard Cate 144144404 ne Enter inhasszocei? x SW? X Involmml N/A HUM Hati/C01(Aage am comma trrid eyes, skin end breathin *ASS* #1* canzawsersolt LeAc.am..4asse, le104 •lee, No restrictions by medical authorities. 3.7,ATal70am owns gasesures — Headache, skin irritation. Uicm G.140110/V T la by tibbelbtr* .00010 e le eie Seek medical advice immediately. amonaents lire Foto Apid Skin: Soap and water; 1:01: Should be rinsed immediately wit, running water-continue for LS min. Contact ophthalaologist; tnhalation: fresh air. Seaton VII Precautions for Safe Hematitic' and Use steed to go two,to Coo*tomato ia . o Sibuiii Contents or damaged cartridges should be carefully absorbed with a suitable material and disposed of in accordanco with local regulatlons. wane 04soomo Moto* tf a ler.e amount of waste is involved, dispose of according to local regulations at the waste disposal Prlicautadvi tti B. tbiri ruot000t tows Morro Store in original packaging below 1741*, Keen away from open floAes, heat sources, direct sunlight and sparks. Ottot iiftestotott Section VIII — Control Mittesthes WIN 1 il...01.4111.161.11i1161 XIX01.11014101(11.1.11 Rotottatory ototeettoo(sooty rotor None YOfitgabber WOO€04444 roOftM Su..1 closed rooms with fresh air Nona mecuoicarraotwoo othet NoneNone c,„0,0111 oni moo Ey.Prot000n N.asene or non-soluble .lastic Safety Glasses woo a.e.......*C.otoomoSt Ettotomost Frecnentlw clean .rotective clothing, shoes, etc. to avoid skin contact with styrene. okasirtyg...**4.*Yam eta . „v. d gk t,ct wash hands before 44Ein Pill **ILO.* ...iii.**t..4sokoPi • • 177; —rta7 Aat, C titit P P1^, (••i /4)/ c / 17 /1 L- Lr, c4tee, ,,S • • . . I A., i . 0 01110141000 04.#04,,,SINIKAM .', Hili HaomAN CONATSUOTION COMPANY OS 0011SOUS4 SEM 0 W SISSH SANG* IS 0 MCS4 1.3011 POSTLANIS,tISSISON STYS01 MSS,Stg seS 0 I. %,,.. 1 111 I ' 'SON A :-11 CIS 111 A A 1 Gregory Miller 1010 501.1114WESI ELEVINTH . POPILASta ON MO . ISO 2,20.066$ .,. TH- MP, ' VAA(1)"tsj , ASSOC,.lAttS , A CHIlliC S : A A , Bruce W. Kenny Imo SOUP MKT t.ityrNtH . PatTLANn,ok VMS . (5010 220"68. 1 , ... 11/0 l 4)r� j ii naricertsaitai � ( 10-;101011000- City of T ulldla bepertmret S SN Mall Blvd. Tigard. 97223 Inspection Line (few phenepa 639.4176 Sueineas Phones 639.4171 Intiticne 'I - iij; t rooting ping. Undareiab Mach. Rough-in Mppr/Sdmlt round. Plbq. Trap Out Line PINMLs i` Poet/Seam Strwct. San. Sewer framing -Bldg. Jii abet/Baas Mech. Pain Drain insulation plumb, PLbg. Underfloor Water Woks. Opp. ad. -!Mech. Date ReguastedNTlonec 0,‹ 4 Mddresetr -,, a 1Ghlrit c A ) S�tlldera . ,.. Tide rotarfronso OORR11CTIO08 AU RRQUIRSbs 0 i." Fwd rr _. 2 4 ML?pMoveb Lf1,akPPRa Rb _ APPROVIM soismotyr To ;C; UR y W_,., w„ Call fur Rainap. ., . ' ....... , - , , , . , ,.„,,,,_-_.,-, ------, — ...,_,.... . ! , ' . ' ' r- . Ali., .4,-.., .),.. SITE W0K CIOMMUNMf DEVELCPMENT DEPARTMENT owetool ' : PERMIT , , imaircWHOOAP4AmtbatlIp4Ottoomilftd00)6Wmft . PERMIT 639-4171 DATE ISSUED: et1/442/91 ' . SITE, ADDRESS. . . : 11626 SW PACIFIC HWYARCEL: 10136DC-00500 SUBDIVISION. . . . : NO CPO „, BLOOK, . . . . . . . . . LOT. . . . . . . . . . . . . 1 OF WOEKiADD PAVIN07. . . . . . . . . iY RESO. NO. : / ' EXCV VOLUME. : ry GRADING7. . . . . . . . rY VALUL. . . $: 16P00 riLt VOLUME. : CV LANDSCAPING7. . . . :N t ENG FILL .. . . . . . oN SITE PREP7. . . . . . eN NILE RPT REOD?:N STORM DR4INE7. . . :0 ) IMPERV SUPEACE. . : 16000 sf , , Remarks: Emptneitin of parking at per MIS91-0004. Cdrrsct grtAing of bankH along . , drainage ditch. . . Owner: OPEWASH THEATERS type amount by „ drte carpi. , 919 SW TAYLOR ST SEDC $ 1980.00 PLL 08/02/91 - PROT $ 116, 50 ALL ele/t1e/9t - .. PORTLAND OR 97205-0000 OACT I 5. 83 PLL 08/08,791 an #: 503-ER1-ER10 PEEK $ 75. 73 PLL 08/02/91 - ' Contractori C1)N"TRACTOR NOT ON FILE $ 21"78. 06, TOTAL . Rep et. . : ------,---,- REGUIRED INSPECTIONS" , This permit i: issued subject to the regulations contained in the Lrosion Control Tigard Monicipal Code, State of Ore, Specialty Code: and ail other Eliituayetion map applicable laws. All work will he done in accordance with Fill Inspection approved plant. This crit will expire if work is not started Grading 'nap '. within IL days of i it 1 tine*, or if work is suspended for none Iii in m Dina i n I n w p then lea days, Final Inspection t t e a '„,3 i,g n a t a r e i ,,,,„„ue-p0.74,...,, ,, ,,,, „.,„,•,..,,,,,,,,,s, ,,'„),LX:,),,,, , . , ,.......-..„,„.,_ . iceman: Dy : 1 , - Call for on - 639-4175 ktl ..............i • kr -;; ';' iii/ 1/ / tdf),t I 00''',1000(4'041 '1 11tM 0# gym, 4 f"M�K 'I # g 044/ 7/ #i go 11 g„ " 070- I 1401 1' 1 13 1 70.144 1ILA 00 , d 00 I DO Ago 33 Y1,,.,41#,^ dot,uet gft ISS 73 14704404 D00#1 ig)f, 140 A CITY OF TIGARD OREGON August 2, 1991 Eastgate Theatres Inc. 919 SW Taylor Portland, Or 97205 Re: Tigard Cinemas Dear Sir(s), Plans for the expansion of the parking lot for your above , referenced property have, ben reviewed and approved subject to the following: o An additional storm drain catch basin shall be installed to drain the additiona, impervious surface. The catch basin and drain line shall be installed and inspected as required by the plumbing inspector. o Prosion barriers shall be installed to prevent erodible material from entering a storm drain or the drainage ditch to the west. o The bank along the edge of the parking lot (per our conversation of conv%rsation of July 30, 1991) will be graded to a maximum 1:1 slope and covered with 4 inches of reinforced gunite. You may obtain the permit at your convenience. Sincerely Brad Roast Building Official 13125 SW Hail Blvd, C Sox 23391,Nord,Oregon 91223 (503)639.4111 Uhl' ilCITY OP TIGAR 0111/64)Nf l w�d7 ' % Manager Tigard Cinemas 11626 SW Pacific Hwy Tigard, Or 91223 bear Sir or Madam. 1 am writing aunaaaa I wan contacted by a citizen and patron, of .. a aaattaabllaahinent. who complained about the public drinking fountain provided at the theatre. Apparently the water flow from the fountain La a arf such a low amount that it in difficult to use the it without touching the spout. Thin in not a functional or sanitary situation. ion. A functional public drinking fountain in required for an antoblIshment such an yours* and I am asking that u a have the fountain adjusted accordingly. Thank you for your con Ldarraattion in thin matter. Sincerelypi , ''''''',...,''''''—00,!--;3' y: i, brad .aant building Official I 0425*I 14till + . PO.BOX 2.3aBtr 91223 C..a3)83:9444/1 y j ( r// / i i/J llr lli td /kyr} yf�pll „,/,,,//(?/11% / / M. IDn I(M�M Ii ” " n /rl 1, fi4 ,„,44,„1,,,, i �d „d "p/ l��/ / 4 , %pm . 7fArA %d /,/,/,„,,,,,,,,11,1,'///, 4 , f � //// l fe/ el,,, /( iw /� � 7 d ) i , ,v/Pelff/o' / /l,, / / � f ( //o /( i/' , // ,R, % °/�,,,% (!/%�% G1 r d +,,, ,,,,,, t,,,,,,!,,,,t,,,,,,!,,,,,,,":,,,,,,,,,:,',,,'„,4k,/,,, ,,,,,41„1.4(`! (, P/ oda / // r) ,, �od ,: Po,/,0' ii rro /,/,,,,,, l � / � / f�� Jj % r (1(i�/(��//11l�wj� r0// � V 10/4 6ib /iOW �`iYL r/ " / 0i %,/ / ,/ / /%//er tl , t�// (4 Y�/ / / / �/ II �i f// ( / if % G///41 t/ r/. (i /ilii/ //i/1% //r6��/ //1 / yr r / Pot ri%i /. //////i/ / %9/%/� ,/ / l i i ;g /i �,,';',',(1 0'it rr / �/ Oil// r i I !I' 4„, „4, ,4 „,444,',,''''''',,, ,#,,,,,,,,m,,'"-----""'",,,, ,, ,,, ,,,,V"'",,,,,,,1 rAY.„,,arTekt,,,,;,,,'1,,,,„,„,,,,,,,,,,„,,,„,,,,,„,,,,,,,,,e.;,,q;,,,,,,A,, ,t„,,,,",,',t 't 4,, t'''''',,,-, A.,'4 0,04114' 0 44 49 4 ( ...A16RfrrirILCNTE OF Occ ,..,.., trI)Al‘TCY CITY OF TIGARE, , OREGON _ t (11. „ner, _ oyetyashThca sars Permit N. o. 891391 Address:_9412. SW t ay lor S treet,_ Port land,, Oregon 97205 littikiiing Aticiret,4c1,4,1 11626 SW Pao if l "i 40 Ito, t Oren pee cy, A 2.1 Land Use Zottet Bldg. Te_ 'flit',"1.11,' ' Cornnientst. Tiatard CiDir1191 sixP'"lnutt.../21,ddirion ' * It 4 ,..,'' l',„60",.'0,,, ****' Certificate is hereby given this , 12 day f December 89 , 0 . , , 19.... ),,,,:,,,,,p,',,, hat said building may be occupied and that it complies with ail , ,,, ,11 , ., cottirements of the Building Code for the City of Tigard, as approved ; v the Tigard City Council. (' ” ,„. 1 1 o' „ „,r _ t„ m ! iding inspe"°1c„ta.,o.„r 't Building tfrcl -„ )' I oat,Certificate in 011161.14131011S Place w^m,,,,e,„( 94 ,,,l,r,,,, °!,g,,i,,,,,,,4,,,,t,,,i4,;, :;,,,,,,,;::,\ „7,,,,, , ,. ,,,,,,,, „,,,,,,, '” e.'';„,,,,,)",,,,,,,, :,,,,, ,,,, - e/:,,,,„.4 "."..".„,.,:.!•,,;>"'" , , ... ,, ...,„ • .„ . ..„, "'.• , j, „ II „ ., • ,„ , . . t TUALATIN VALLEY FIRE& RESCUE frfAND BEAVERTONFIIIE DEPARTMENT FIRE MARSHALS OFFICE (503)5262469 POSTLD: OCCUPANT ii;;.00")4P/: , CONTRACTOR BLDO. PERMIT ügri139',/ PROJECT NAMEX" t t PLAN,REVIEW LOCATION 64,41 -,9 JURISDICTIONt l= Be. 2 Du. 3= IC.C. T. S= Tu. 6= Sh. 7= Wi, 8= CC 9 WC 0= MC COVER ,- F/NAL ) * SPECIAL FOLICW-UPPREINSPECTION ATTEMPTED FINAL 0 Framing 0 Separation, Walls 0Sprinkler System 0 Shaft 0 Fire Dampers (Overhead/Underground) 0 Alarm System 0 Hood' Extug Systems 0 Conference O Spray Booth 0 Ceiling Cover 0 Other 0101.1.11111.1.14.1.1...11 0001.4.1. , Date.1 - ( Inspector: „ , , INSPECTION NOTICE City of Tigard aulidlng Department PI,/ Box 28397 Tigard,Oregon 97223 Phone:839-4175 Type of inspection ._ /04(47J'_ Dem eattested a' Time AM PM. Address aCv ,!aS77401' ,c(i,vue" Permit #1,' Owner Lot Builder ' The following Building Code deficiencies are required to be corrected: 429.ftsig,hrret 4000' Presentood to mos 1,A sid lnpPctor , n _ Li Oisapproved Date w CALL FOR REMPECTION CD YES IA No r ' , i , , _ „... INSPECTION NOTICE /77/1 ,7 , City of Ilgerd BuiWIN Department P.0, a tr3397 „ Nerd.Oregon 97223 Phone:039-4175 Type of lnDate Roque r r('' 44 //', " me : ' A.114,, ,..., ,„„ . ,,,,,,, Addiets....,Li .). rY,,,,, Y,:,..fi .„„y„ /''''''C'c''/ Zrt;f4." 2 4,,,„ 44,;:t ' Lot '' , The followina 504ilding Code deficiencies are required to be correetedr — _ —_,--..-----„-- — 1 --— .0. 1--._,„____. --- dor', .1,__ ----------------- PriltOrlted to -----.-----__ F(Appotovod ,r rercr4,''''' Inspector ...'''' ......: , .....,_ ...... .............— . L3 bisapprovod It CALL PORRirlAtr.SPECrION 0 14111 c: NO 1' i „,. ) , , , . , . ... . , ,,,,',;), I. g .4 .- , . 1- „ • ' ,..4 ' --2-' : I bp; H ,. ..._ i ' ; ----, IL_- :_,1 \, [ ,', • i, ,, .. ' , ,,-, i, :',, ', k• !..•--- 1- j• i 1 ,',--'" —j• 1 I. ;.: . 1. , j', _ 0 —E---- , ! , 1 ;1 ,, • ; ; 1 .., 1: . •, I _1, fr_ ---,E, 1 "I P9/99/9/9P7''' 999999-99-9-9// 9,919/I 7-69' f;',11 --..-,-::::v,• t •.- ' '1j7— .', 1 11, ` 11; , E. : ,, IJ I Jj ii , ; 1.: ;' I; ',', ,' _ 1.r, n . . -;:----- r---L:1 _ 9 9:79—"": 99/ ------9 1---1 ,9 1_,, 99 9 /, I 9, i 9; ,/99+:7,, ,9 9,1 99 ii -9 .1 19, I N1'.'i; 1 .:1',.; ,',--=--=• -- jir--,..-1 , JJ ., q ,. ,, 11.1 i.;;;;i1 11 i. '‘. m --'-', j 1 il 1, j 11 ij j[ II I i L,----1 .„6 •., .,6, • i6,-6,4 ; , ,1 i: 1, 11 1, 1 , , - ,. . i_ •:" ,,,,or,e,','''''' ,,,..,.',. ,',".,,,, -;„ 9',99" 11'420' g , ----i-- - ht., , . __ _ _ v YYti'ryY+ %I I I cc, x � � N L �U U cfr. �yy b h 4 0 0 Sao tz 2 4( ).) 1-- !.1 4- . ,%,,, I .vt„`.. v ..v ? �., N — O O '. I y, V+ iV Q. • — zfid S to Ir- a 0 o q`n p ti nii ti o c" — VI 1/4 0 4, -r i ;I F- i Pr i li I/InM6L et, qoM ISEO �i,� to�� Hti /1,1r„b'r 11,n1 Al C l7 10°!11 b t r-1,.. yq„ pm _- �„ ,..:? �.i0 a/ f- o /. .,-6� V 1. I5 '§EH1 `. uLL j, g ii 1 Jr Li, 0000 0505 . . . . ..._ ,.. \ . ' . .. .'' . .....,* m . , :E:I:at:TONIC AL.0,PE:MIT,„ Clint OF TIMM PERMIT NO.: ME891393 I' , COMfMIJNITY DEVELOPMENT DEPARTMENT amoom 4 0*TE ISSUED: 11/17,.19 13125 SIN HMI Blvd,PA Hot 23337,T4400,Gretwri 07223,(503)03941115 .-- -..-- LOB ADDRESS: 11626 SW PACIFIC HWY TAX MAP/LAT 1 61 3(DC 500 SUP: LI: DK: IMOD USE: 10T SIZE: ITEM: NO: NO: WORK CLASS. ADDITION FURNACE (190K AIR HAHDLR (10 . . , USE TYPE: COMMERCIAL FURNACE 100KAIR HARDER 10K CONST.TYPE: IIIN FLOOR FURNACE EVAP.O0OLER , ' OCCUP.ARP.: A2.I HEATER VENT FAN 6 . . s ' VENT VENT.SYSTEM DLR/COMP 13AP HOOD NO.STORIES: 1 DER/COMP 3-15AR 6 INCINERATORIDOM DWELL.UNITS: DLR/COMP 15-30AP INCINERATORWOM pox TYPE 00F3 DLR/COMP 30-50HP REPAIR OMITS 1 1 MAX.1NPUT OFR/COMP 50+HP OTHEA FIRE DMPRS7 OAS PIPING OUTLETS 6 HIGH PRESS' LOW PRESS? ......- L , . 1 !, REMARKS: i" Slx screen add'n to theater complex , ! , FEES: .. Orewash Theaters PERMIT 410.00 I OH 919 SW Taylor St PLAN REVIEW 424.25 Portland 09 97205 FIXTURES 48/.00 L PHONE (503) 221-0213 STATE. TAX 44.8". OTHER FOCI HI N1I NG AS I HE(II I NO 1755S1111 65111 I 1 Ake Oswego OR 97034 L, I ,1 PHONE (503) 604-8503 , o REGISTRATION NO. 29936 TOTAL : 4126.10 ' x , 1 RECEIPT HO. Cnielct ton the reguInt,onscorOnuncW trl Title 1.4 alf,nt Oregon Reacted.C,',octes, regLalatiorri ,,,,,,,,,,,,,,,, ,,,,,,,r,,,,,,,T I OHS onitnAMAS, and it i5 lioreby "6“71"P",,,'.,"'"''' Ch.',,x,:',0X Win bf;,,CCCCCO PC aCCOldanc.,5 with the trkans and GAS 1,1T1T, , ' c(Pnplmrtce with x11 "i'flpticablo codes and ROUGH-TN rho ',,t,01,Y1Ch.,Ctl this permit(11)05 CCC n waive restrittive ' MErHANCL.SYSTEM asi mibcontnintws ,•..mtl nave current en)" FINAL 'AIN.ICC rrn0 xmll eXpirCI/%1rld hoc‘orne null ned ,, ^,,not,,,tatilni WIt110 ISO ciay9 CCC CC work 5.1PtspervicKt CCC fof A perCC f ,cl 14114 daya any Core 'Oaf work ha3 ho On rowonsa6Cay CCC the 6,A tnitiee to 353ute Lccw0cHwIferVAMmiandaNrrovod 1 . , , 1 44l4,4,,,,,,,,,E,OR,,-,,I,ORPEC,,I143N,,,,,,44,9-414 4' SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE I , , , , . , , . „, ,.. ..... „,,,: ,.,..,, r4,44.4A,TIN VALLEY FIRE &RESCUE ico BEAVERTON FIRE DEPARTMENT sl) , / FIRE MARSHALS OFFICE :' (503)5264,469 POSTED: OCCUPANT 7-;(Z, A,,".p'/) (Y t ,P 1 17 Ofml// „r CONTRACTOR BLDG. PERMIT 0._ PROJECT NAME ,r4, i,,,k'''' /6"H:' / /51 /-) 1)4,„)/ 7,0,,,,,,„, PLAN REVIEW 0 . .. . . ,.... . _ , „„,„., LOCATION / /( 2 (6 ,,,,,,,,,,/C'','f'.1,- JURISDICTION: 1::: Be, 2= flu. 3= it,C. (4* Ti. ',5= Tu. 6= SI*. 7= Wi. 0= CC 9= WC 0= MC COVEP FINAL SPECIAL FOLLOW-UP/RE/NSPECTION ATTEMPTED FINAL 0 Framing 0 Separation Walls 0 Sprinkler System 0 Shaft 0 Fire Dampers (Overhead/Underground) 0 Alarm System 0 RoodExtng Systems 0 Conference 0 Spray Booth 0 Ceiling Cover 0 Other ... ,,. *WY* ..... 10 , . , ....., .....M WOM*ORMOMOOMMOM110.**** mwmow.m. ......m...*rnkk.......m...” . y.,..a.,,,,..m.***......ma..* Date: 0„/(1,1 c ,,, “,) ',/ , _. Inspec tor t --/Iil'I''' 14 , , 4..1 4..1 Li (..0 1,-, t.„I Ls t„.# 1.„, —I t., t.„, .. , eit°14d PROJECT NO. J WASI-IING N COWNTY NOP TION 0 i • '''T's,, DEPARTMENT IX LAND USE AND TRANSPORTATION RPT NO. osie *•-• . - .. FOR INSPECTIONS CALL: 640-3561, 24 HOURS FOR INFORMATION CALL: 640-3470 DATE A( - a , e ADDRESS **, .A .01,,,,, , /IL, i &, dif ,4 . PERMITEE - , 4'.:';' DIRECTIONS , , . PHONE NO. F /±! , i 1 di e bi/ - _ BUILDING MISCELLANEOUS iolN110000.- dMIO ELECTRICAL ftg post/beam nail mobile how .-"".und rain drain temp service fdn frame aproof wood stove post/bet IIMZ1 cover & service sidewalk slab insal FINAL solar top.out FINAL gas test OTHER 110 1,2 APPROVED NOT APPROVED REQUESTED INSPECTION E3 Ej :REPAIR AND RE-INSPECT APPROVED HOWEVER NOTE: STOP WORK UNTIL ,,, a _ . tV.i. 1 — 1 ,...C.. a.8,-. „dz.. _ „fL f„..0 14 A i, 11' ., # %,' —, —— , . . — ..... —----------------- .. INSMTED BY ,''' „AAA., „,,:. ,.,,., . . • , WASHING sits1 *UNTY INS ECTION CA DEPARTMENT Of LAND USE AND TRANSPORTATION PM .,495--.11gQ—,.....'" — FOR INSPECTIONS CALL: 640-3561. 24 HOURS , FOR INFORMATION CALL: 640-3470 DATE, :40' ; ""-r°10 arririi , / , ADDRESS ,. , olA ptoirTEE DI RECT I ONS PHONE NO. 1 4 ,- 14, ' , - ---------- - - ,.....s Bum% MISCELLANEOUS PLOWING , ELECTRICAL, „ ftg post/beam nail mobile home rain drain too service fin frame apron/ wood stove post/beam storm sewer cover & service sidewalk slab insul solar top.out FINAL FINAL FINAL ga% Lost i r , OTHER _, ----( DIVOT APPROVED RECAMSTED INSPECTION e jtrAPPIFIOVED OSTOP WORK UNTILg ,- REPAIR AND RE-INSPECT IDAPPROVED HOWEVER NOTZ'.. —, — . a .... A ** * . ............ . . . ...........a. , maa a *......... , ......., , .............ma. , ......— ...., ., , ........ a-- , *.—,....... .,—. .., —...* ,maa----,„— ., .......m.a—,--------m—....a....—* ....,....... #r. r . •ira 1,7 TUALATIN VALLEY FIRE&RESCUE BEAVERTON FIDEPARTMENT FIRE MARSHALS OFFICE ($03)5264469 POSTED: OCCUPANT (' q A 0 / '1 CONTRACTOR ..fT hG. PERMIT 0 tai.ai..".11.00.11.01.016. PROJECT NAME c., V - f't s: / /9 ro D,pp ,,/ PLAN REVIEW 0 /- ,..) LOCATION iis :::.2 'Or ,„ - ,,, ,/,/ 0 JURISDICTION: lu Be. 2u Du. 3: R.C":' 4t: Ti. ,,,)5uc. Tu. 6= Sh. 7= Wig 8u CC 9= WC Ou MC 4 i, o,1, / COVEI( FINAL SPECIAL FOLLOW-UP/REINSPECTION ATTEMPTED FINAL I Er Framing 0 Separation Walls 0 Sprinkler System 0 Shaft 0 Fire Dampers (Overhead/Underground) 0 Alarm System 0 HoodExtng Systems 0 Conference 0 Spray Booth 0 Ceiling Cover 0 Othet y 7/frif;11 VP„) Hit" te, . —g , — — —mm *MO* 1 avorn .. WAM.Nrn* *.A. ,,, o I rrvor,rarrt.roro looter rirrOr aw. rox.arr....rm mr morommarririrarriarrnorm, r.. rw*rriorn murra M.orrorn* ormr rr.rri 1 el 4 1( ::N.) ) f Inspector: "t ' i --- -mm"-- '— --- — 'SI ---------07--0 7 ate — 1 { INSPECTION NOTICE City of Tigard Building Department P.O. Box 23397 Tigard,Oregon 97223 Phone:939-41755 Type of Inspection........ �� w� Date Requested Address. _ S fir . � ` hermit dk� �a . Owner Lot * Builder �..�� The following Building Code deficiencies are required to be corrected; Presented to Approved Inspector _,..„.„,,A16,,,,;;" ... (..p Disapproved Date '' ....as ... "ALL, FOR REINSPEC"T,o " 6..k YES L'.11 1110 GLUIVIAC ,itA4A/r, ASA(0( ConArAng rArpeerA 920 A W rj Avur ()Intr., /00 PortIcrtr ;on 9/204 503/227 A280 September 19, 1989 Tigard C5ty Hall 13125 S.W.Hall P. O.Box/3397 Tip d Oregon 97223 Attention: Mr.Mike Sheehan Rfi.: Tigard Cinema-857P0IA ientlemen: As per my conversation with you and the plumber at the job site,1 have approved the use of r floor drain in lieu of the 3"boor drain shorten on the drawings if you have any questions or comments,please don't hesitate to call. Sincerely, fiLUMAC&ASSf/CIATIES,INC. / -9 Daniel R Buck DRB:ps itpr PLUMS/NS COMP4NY RECORD OF TELEPHONE CONVERSATION DATE SEPTEMBER 13, 1989 RU1RENCE .HDONN DRAINAGE SYSTEM TIME 4:00 P.M. PARTY CAILING DON WHEELER PARTY CALLED DA1 RUCK CO. REINHARDT PLUMBING, INC. co. GLUMAC & ASSOCIATES BECAUSE OF THE PLUMBING INSPECTORS INTERPRETATION OF THE CODE HE CONSIDERS THE DRAINAGE SYSTEM FOR THE WASHDOWN TO BE A COMBINATION WASTE AND VENT APPLICATION. azziacr 10,1 zo, 14, onK FOR THIS IS 134P:..akEnt INSTALLED AND THE COST TO CHANGE THE P-TRAPS AND APPROXIMATELY ONE-HALF OF THE PIPING TO 4" INSTEAD OF 3" PER THE DRAWINGS TO CONIPU WITH THE RDQUIREVENTS OF THIS TLPE OF SYSTEM, WE WILL NEED TO CHANGE THE SIZE OF THE FUJOR DRAINS FROM 3" "10 2". ACCORDING TO YOU, THE 2" FLOOR DRAINS WILL ADEQUATELY HAUTE THE AMOUNT OF WATER USED DURING THE WASHDOWN CYCLE. THE EXIS"ING SANITARY SEWER ON THE EAST SIDE OF THE BUILDING IS ONLY 3". THE PLUMBING INSPECTOR, MIKE SHEANN, HAS GIVEN VERBAL APPROVAL EOR US TO RUN OUR 4" DRAIN FROM THE WASHDOWN SYSTEM INTO THIS 3" SANITARY LINE, HE WILL CONSIDER OUR PIPING AS A RETENTION SYSTEM. M*69616.16 W.* RECEIVED SEP i 8 1989 Iwo*Ossionot ir` r" .tett, H'HH, ,", ,v41 (.� " '�i t'4fr 141 " 4(° ° °, �' 4,,f r` `� ,�, � , ry r r I rtr>4 f a+ k , t > , 44 7074 ; E.X, 'r, 1 fif,I.PD 0,;X „,44`.( 1 04 4 `” ° 'Y'.14#144411'41; 'a '9 HV d 1 0 k � `1.�ir°:4 il3En, 4,o' k "' 4r„ i ��4 I 1016,13441141P11;fito 1,,, �,w ti iG�;s9;`� �,, '� a��, �,�1 4 � Attif d,.,x ! f -.) , 1 I Itt,I.Nipl l;11 Y Ut- I iLiAIAU MECHANICAL PERMIT Permit. Deseriptien —Table 3A Meohardoel Code art PIKS AMT City of Tigard 13125 SW Hall Blvd. , ' 1) Permit Fee _ . -0- -0- 10.00 P.O. Box 23397 Tigard, OR 97223 2) Supplemental Permit , 3.00 ' 639-4175 ' ..,' ' Furnace to 100,000 BTU 1) 6.00 I incl.ducts&vents ., ,, Furnace 100,000 BTU + 7.50 '' Inc, ducts&vents . .. Name ot Developrnent nt Floor Furnace 8.00 "' incl.vent Job d*ass Suspended 4) heater,wall heater A6.00 I or floor mounted heater Addy est :4,0/ir3;.?4,-; V.A.1 Poli.c.,:,c.m.,c., waJTI Till Lot Map No 5) Vent not incl.In 3.00 appliance permit Ler Mock Subdivision Name name l usiness) AI ltepair of heating,refrig., 6.00 lot ob 'i cooling,absorption unit Boller or comp to 3 HP Melling Address Phone 7) 5.00 Owner absorp.unit to 100,000 BTU .. _ crtyretsre to at Boiler or comp to 3 HP-15 HP Cp• 11.00 i 1 absorp.unit to 500,000 BTU bok ' Name 9) Boiler or comp 15-30 HP 15.00 . ..4j€)7C ,_ --___VA.61 4t lkic_ rAtc.. _ abso i.unit'A-1 million p•iiina motels phone Boiler or comp to 30-50 HP 22.50 St'' 1.0 C4L, _10) absorp.unfit-1.75 million Contractor " ' ,it Boiler or comp to 50 HP Chooser Zip 31.50 1...rttg.0 S4.Aktit, 41110'04' „.''' absorp.unit 1,750,000 BTU ,,,, Air handling unit to State Registration No, City Bin.Tax No, 12) 10,000 CFM4.50 1111 ,,, Air handling unit 750 11111 hereby seamy/Woe that I have read this imparAtIon that the inignieltien given le ''', 10.0000Fm + _ correct,that I am the owner or eulbonted agent or the owner,that plans submitted ere In compliance with Stele Was,that I am registered with the Slate Builders'Board.that the ,Al Nun portable number given Is correct.(Nominee from Slate registration Meese give maw oelorri ''1 evtiporale cooler 4.5° - 1 i K% Von'fan connected 1 --- 63 3.00 • '"' to a single duct r ut, Ventilation system not 4.50 '"' Included in appliance permit . ., Hood served by 17) 4.50 4t. el. ze)-efi_ mechanical exhaust . —__ -- gnature(owna;-;agent) Dere int Domestic type .---- .-------- 7.50 '''' Describe work 0 addition gc. alteration 0 repair Cl incinerator ,_ _ to be done residential (j non-residential 0 Commercial or Industrial 30 00 19) type Incinerator Existing use el _ . --—Other i.e,woodstove,water building or properly Smet,i44 litiodt+P. ,„, --- `"' healer,solar,clothes dryers,etc. 4,50 Proposed use of building or property_CA.ALlideft.tt,,... . .....— 21) Gas piping one to lour outlets 4- 2.00 _ Type 01 luel- oil E 1 natural gas)1a LPG 0 electric r) _. 22) More than 4.per outlet 2- .sb .-Co ticritc.0 SUB-TOTAL 11119 PERM T BECOMES NULL AND VOID IF WORK OR CON. S TRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 5 6-42_ iss.SURCHAWA gas ._.. , 1 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR PLAN REVIEW 25%OF SUB-TOTAL ?el,Lf., Z11 ABANDONED MIA PERIOD OF 180 DAYS AT ANY TIME At:TER -----------------"--------------- ---- -__---- WORK IS COMMENCED TOTAL 3:40 I-10,1" r ,pc tat Conditions ... . . __ I trite issued 1)y _- . . . . C I TY OF TIFAlt1:0 ri,46 BUILDING PERMIT PERMIT NO. : BUB91391 mmoi COMMUNITY DEVELOPMENT DEPARTMENT DATE ISSUED: B/17/99 131258W Hali Blvd,,P.O.Box 23397,Tigard,Oregon 97223,(903)8394175 Pii:T-NO. 891391 Ii H ADDRESS: 11426 SW PACIFIC HWY 16X MAP/LOT 1. 51 360C 500 SUB: SIXPLE4( ADDITION LT UK : I. ANO USE: ., M, 01STZE'. VALUATION; $ 750,000 SETBACKS FRONT: PEAR: WORK CLASS : ADDITION DWELL :UNITS: LEFT: RIGHT: USE TYPE': COMMERCIAL NO, BEDPOOMS: EXT .WALL CONST: ( ( NITYPE: 'ITN NO.BATHS; N. 14 : E : W. OftGLUP GOP , : AP1 PROT,OPENINGS : It ( Iii 950 N: S: E: W TOTAL AREA: 16256 No sToPIES ,; 1 1'4 16E156 ROOF CONST: 13 FIRE PET'? YES . OF,I c;II T 341 2 Ell): AREA SEPAP7 NO r4AT tit D: HA SF:MC414T 7 NO 300: OCCUR,SE:PAR'? 140 PATEL): Mr Z./AN I NE? YES HEMI ' Ft...001") 1,.,C)A0: 1,',$.:() GARAGE:: FIRE: SP RICER? YES AL-ARM? YES FLOW((.PM) DETECT 7 NO HLAI CYPE: ELEC- —0.11gE,.._Oligh/ 3_/L5 CORP? YEa___ HIAN CHECK ,BY jh.,) FP PIA141<4'r", : I irr. ; 'ftC C Er' S 'TO C ON S I ITUCT",),()N St T E TO SE REISSUE OF NO 4. V(OM PAC I F I C H f colwAY 001,„Y 1 I LAST REISSUE ] „ FEEs VA-719i1.,A h r h CM t im r ts PERMIT ille,o5e.00 N ,,.,,,I,,) IW Taylo It PLAN REVIEW $1 ,337,70 r. . 1.)r:11't I a.rid OR 97205 FIRE DEPT $023:20 PHONE (503) 221-0213 STATE TAX $102.90 OTHER c DEVELOPMENT CHARGES. Hol„,j,MAN CONST SDC(STORM) ' T , ITALMAN CONST : OP OPEGON SDC( !ii.r FIFE T) ' Ho X A.A()0 PDC(I ) cr, c ptrir t:I ua scl ):J;.' 97207 prle,:pAtn < SR,41S3 40 r ...„, (...) 0 REGISTRATION NO . 20111 'TOTAL: 01 ,0911,40 RECEIPT NO./05-7,0 Go ,F,llell ,',A,lbject to the regulations c ontained in Tole tut ,--,-,,,---,,,,,„„„,---------„, . oi tor, I MC, State 01 Oregon Specialty Codes,zoning regulations REix mu :ENs,p1m7,,T 100 I, a.or all ,ober u4polic able codes and ordinancies. end it is hereby " !Hui! torr work well he dOne in ac corda nr,:,e with the plans and FLIUT X NG ih ciiignolinhCe with all applicable codeS and FOLINI)A't TON WALL 1phpip r,,.,; -Inn lr.mnanc e of this permit does riot WfliVe,restrictive siLfto...i. u '.. Contractor and subcontrac tors shall have current city r,riAmiNcz t,,,: r,er!Tuts This pertnit will expite and become null and „.7...,m..r ._..„,..,„„......,,, .,.... oro,i If work is hot started within 191)days,or it work is soxpondoO or Fr-I"' `"""""7 AnAncloonT1 InA A priori 01 18(1 days lily time alter work huts INSULA I ION , oeruorrucuot It shall hr the responsibility ot the tri to assure Gyp„ H.)App ,c( ,plpiplirrectiorts 'Irre requested and approved SUSPEND:CEILING FINAL m_ :1a t ,,,„, ,,,,:,1,,,,„„,-, , ... , rttfl—Iltril*Lr,CTTOS "439"--4T71"1 SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE ., . . . „ .. . . . .. . .. ... .. .. ...... .. ...,. . . . .. . . .... ..... ..... . .. .., .... ,..... , ....„ ........,.... ..... ......; A Ar wow/e*eke', MfMehtite TUALATIN VALLEY e 410 FIRE and RESCUE FIRE MARSHALS OFFICE (503) 526-2469 POSTED: OCCUPANT Jt Lf 411/14/141( CONTRACTOR ( 4 Ni BLDG. PERMIT PROJECT NAME PLAN REVIEW LOCATION ) z c;411C(6/(1 JURISDICTION: 1 'Be. 2 Du, 3 X.C.(Am Ti) 5= Tu. 6= Sh. 7= i, Elm CC 9m WC Om MC COVER FINAL (SPECIAL FOLLOW-VPIREINSPECTION ATTEMPTED FINAL O Framing 0 Separation Walls 0 Sprinkler System O Shaft 0 Fire Dampers (Overhead/Underground) O Alarm System 0 Hoodbxtng Systems 0 Conference O Spray Booth 0 Ceiling Cover 0 Other ( t I( / „ ( v 161 a • .mmmmm Date: Inspector: L . , ' , ... . „ . ,..' . . TUALATIN VALLEY FIRE and RESCUE FIRE MARSHALS OFFICE (503) 526-2469 POSTED: OCCUPANT ..... )1715A.A2 CiNC'..):Jil /424/4/ i 4i1,4 / / .. CONTRACTORBLDG PERMIT 0 4,,,,,,,,'! ct,„„./..,;.,::„,,,,: : .. ,,,, ,,,, i;A,„ 0,„,„, , PROJECT NAME PLAN REVIEh 0 LOCATION JURISDICTION: l Be. 2* Du. 3= 1C. (4 T . 5= Tu. 6* Sh, 7 Wi, 8= CC 9 WC 0 MC COVER E/NAL 4PECIAL) FOLLOW-UP/REINSPECTION ATTEMPTED FINAL / 0 Framing 0 Separation Walls 0 Sprinkler System 0 Shaft 0 Fire Dampers (Overhead/Underground) 0 Alarm System 0 Rood' Extng Systems 0 Conference 0 Spray Booth 0 Ceiling Cover 0 Other -- - 1 7 - ' 11/ - ) 7 ' , ...., / ' I !„.0 ,,,,,x ,,,,„f 444 ..........---- , - f . ........A,"0.... .............M.V. ' 'Vdd....4 4.0.644M.M.M.AM*, * ..........*. MM.......**,....... ....... MI..M.......*.P. ..k11610.9.1......M..****,.. / ' 1 Date Inspector: I , . . IU , U Li LI LI LI 'I i I .? . . . . , „. . CITY OF TIVRDPLUMBING PERMIT . PLANT' NO„ : PL891711 . crataros COMMUNITY DEVELOPMENT DEPARTMENT DATE ISSUED: Dii4/89 13129 S.W,Hari[WC P.O.Box 2339/,Tigard,Oregon 9/223,(903)639.415 4' _________ • JOH )DIU 116B6 SW PACIFIC HWY ' TAX MAR/NOT 1 Si 3ADL 500 SUB: IT: BK: LAND NSF .. NOI SIlf. : ITEM: NO: NO: ., wOPK CLASS', ADDITION WATER CLOSET TRAP USK TYPE: COMMERCIAL UPINAL BKFLOW PRVNTR GONST . TiNE. 1IIN LAVORATORY TRAP PRIMER LIP GOD. : AB, 1. TUB SHOWED! GREASE TRAPS DISHWASHER GARBAGE, DISPOSAL NO ,:FJORTES! 1 WASHING MACHINE. DWELT_UNITS: LAUNDRY TRAY ALLIG,DRAIN (DIA FLOOR DRAIN SINK SEWER (FT) WATEP HEATER STORM/PAIN (FT 300 , ,,,,. OTHEA , — — 1 PENAL C S : I „ Storm drain s9stom around now addition, plus sun . conn. for floor drains — — — '1(IE S , 0 two riiir Trofit.Yr P IT Twat trniiiarN PE,ltlit TT *AO .00 N Ttf 1 9 5 w Ta it 1wr Ft t ' Li i li to r't,Il.and (Ill 9"720:5 I I XT(IOES 3 N l. t Q4)3 221,2 0 2 13 1,tit i AT lit: TAX 1)3,00 2 , ' 0 T Hli.lit 0 1213.00 " ' N PPP (AMGEN AND SONS CONST 0 NE OREGON STREET' A , , .' Snorwond OP 91140. ,• I PHONE (503) 6E5-7689 Dl ricTRATION NO. 51756 • o ' - TOTAL PrcEAPT ND ' Thor per mit is,issried subject to the reputations curtained in t die 11 , — t the I MC, Itirtyrte It()repo Specialty Cortes. 'market rrirpolatiorts /111, 0 iii tlE 0 .1 Ns pE c.1..1 oNs , 221 iiiii 3ii23 imPlicable WI 100 arid ordinance0. and it is hereby . r„,,,,,,,,,,,, rt.",„,„,,,,,i, 1 . wood that the work will he done in 3CCordarwe with the plans yarn Trit'ir, " "''''''' 4 : ithortheations and in compliance with Alt tapplic ewe chides arid ODOittiTT2(N in a 12es The isshanhe of this permit does flat wridive restrictive lifftErt I ttPcArt 1 ' 3ii32iii CoolrFAC tor and subcontractors shiAlt haw, C(II I1,30 city ri INN_ 9 : 9 yii404iiiti lot promo Irlis portrait will expire and Ow no 11011 I!,trqj nfII 51,01111 within 160 clays.i4r 411001k is suspended Fi. petit%) III ill days any time atter work grata atrnirthed II shall to the responsibiliN 01 110 permittee I— Aware il i rill i A emend inspections 110 requested and approved . I ,) 44 ., ,m440414 Ai4 , „,,, ;:., „, 3)A1212-43044- -TititPFLO 404-6).39-2434344- SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE j, — ..,_._____7„,,,7 ., PLUM NG RD1PERM I BI PERMIT T°«Twerp""„ . CITY OF TWA C Irks MOON COMMUNITY DEVELOPMENT DEPARTMENT, DATE ISSUED: I / 9/ 9 1:r 125 a w tlaa Hive,P,C Box 23391,Tigard,Oregon 91223(5931 6304175 'Pp r'wl)ttl•; aaa., 11626 SW PACIFIC IC. HWY i d r e w d...dm r d 0 I I 1;1 3 ett 1. :. 1500 SUB d LT d 11,11K r"rhddd II',h Il'EM NO: NO: ut111lk„. 1;1,1101tin (11400:1'. I'I(IN WAIEI) ELC))1111:: TRAP wrdi i Ai, Ialf~^II^II.I;t4.:Jfl... (JIILN I I KFr1...oW I"'' RUN"T" d,d H4,, I I /11141 I ' 161 I AVUIIA`T`CIITY TRAP PRIMER ,I d.t11, I,It1:1„, ' A, I I111T SHOWER GREASE TRAlr". DISHWASHER GARBAGE E DISPO4 AL. Tarty , ltII'1tIr 1. WASHING MACHINE HAA I I tIl'J I I!!i I..,AUNITIIY 'TIC/AY rfI...I)( I,)W t:I:N (DIA I°`I..0011 DRAIN 1.0 SINK SEWER (FT) WATER HEATER STORM/RAIN (FT OTHER 2 _. _ _ _ ,..m.__.. _ .,.. _..w, - r, [t""t• 1-prtr, r N,7u,r4ah The"rra in By titre 41°°1Gl',IA rem tt Er m u., laOrd^,'sYs:B, v, re€rEd I.A:I,anti iall044 Intl mare III,",a PERMIT' **0 , 00 ` d ! r,ht Ps,,,,I I con f;1. L;rr,rf DI d 9'/N0'di FIXTURES 't i Id tl"F 1 S Sial d ir.r;'V .,.( 1r I ' 'wi°'I`t "I L: TAX *A.SO (:I"T 111d.d.11 *kW.50 I ur d ° 91" 111)1 IIIIIII4,1. H , u',1171ft - drt',`:C `r ,„n,f,' ,0 11tT 911,wrle1 .1 tdi,t)itl ) :AT I) e°e"rb(I .I/ S I : 'd t , 1 1161 1111,1 Tel. 1 I910 TOTAL,; $1,17 , 00 t=t:I„1.1'.I""T NC), pill r , . ,ert,,,Tetet"H eer ror, aren,° contained in Illle 14 rq hit„ ,,, ei epic ee eety C rrr1w a zoning relrts111111C:Inc FIk.CTC,I I I1C 1,.t I NSl l'!°(„I I(:�IN"') ,n r Ino,r nd i,, 1'0 r1 Am aryl�r rt1P,rra7 and it to hereby . i,., ,- c cc.c..ai, win lin'if'r,u,rr AC.(r,➢rf„arik 'with the plans and PLO I.111'1111.,14r,r1„F tM( . ..,i dr. r„r,doo uet wnttr all applicable r,edge and II o)( H...:IN ,.,, r r r ,,,,, rrI tr,i, I)E3rrrnt(1rr,�»t`s not waive re»ranctdve I'rl...I 'I'(:II a(,)II.I retit PHA Ors x y rr rratprll thee ,rarer null ait` I'd ., err.; INAL �,. � r t t ., ,,Iutr t,,,Irra(Illtitay(r (Jr It'pork raarlNslrrarrrtUlOt , , , o,,, nr, of a.,1 cIavr,, tiny time atter weak hes 1' ,. ° , ,t hal ryr°iha"rr-.t,e7o,+40Ilt ty r the pertnate5 tr,)aegure rc,con, ira re rwest1+rt lett approved i, T ^r, SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE THOMPSON VAIVODA & ASSOCIATES mEircoorEiE ITERARISMITITRAL 1010 Southwest 11th Avenue Portland, Oregon 91208 ATF 4'140.1* (503) 220.0668 ,00e e TO 1.° " I 400,,Z1,% ARC:: ..11. 44 H .x,dirafj WE ARF SENDING YOU ) Attached D Under separate cover via_ the folbwing Items: 11 Shop drawings I Prints I Plans El Samples 0 Specifications 111J Copy of letter ri Change order COPI ES DATE NO. OESCRIPTION frveit THE,SE ARE TRANSMITTED as checked below: 0 For approval LT Approved as submitted 0 Resubmit. _copies for approval 'For your use 0 Approved as noted Submit____.__coplea for distribution D As requested Li Returned for corrections Return corrected prints Li For review and comment El) FOR BIOS DUE„„ 19 El PRINTS RETURNED AFTER LOAN TO US RI MARKS , SIGNE COPY TO_ 116 '1 m Alr ehelalutei yee mhof ci helot fah*heti* yor olouve (qT3Iiit.Oft Mom .. . . .. .... . . . . , . , .. . ,, , ._„.„„___ _..... . . ._ __ . ..: TIG) CITYOF 111D , , BUILDING PEPLI1' PERMIT NO, UU0915341 . ammo COMMUNITY DEVELOPMENT DEPARTMENT DATU ISSUIW: 7/17/89 131759W,Holt Blvd„P.O.Box 23397,Nord,0,0901197223(503)e3-4175 PRIW.PMT,NO. 89/391 --- ,100 ADDRESS : 11626 SW PACIFIC. HWY' 'IA* MAP/LOT 1 $1 360C 500 1.1i 411): Ili`I X P I-Iii:X A DDT T',ION LI . BK i (I.!1) USE : c II'T r:r I ZE : VALUATION: $ 100 ,000 srmAcKs PPONT: DEAD: . . WOVIK CLASS : ADDITION DWELL,UNITS: LEFT , RIGHT: USE TYPE: COMMEPCIAL NO. BEDROOMS : EXT .WALL CONST : 10145T , TYPE: TUN NIALBATHS: N .3„ E: W. OCCUP:GRP. : A2. 1 PROTHOPENINGS : OPCUP. LOAD 950 N TOTAL AIWA16256 NO STOPTEqL t 1ST: 16256 POOF CONST i FIPE PET? YES HEIGHT . 31 PND: AREA SEPAP? NO PATED: DASEMENT7 NO 3PD: OCCUP„ SEPAR? NI) RATED : MEZZANINE? fl 'i BASEM'T OOR LOAD: 50 GARAGE' Finv SPRKLP7 YES ALAnm7 YES , FLow(GPM) DETECT? NC) 1..4TAT TYPE: ELEC. HDCP. ACCESS? YES (:000? YES . ---- ---- . ... ! (71-IE(7:',1.< ;,)27 jhj MOIARKS ... Ill FOUNDATION (INCY . . CONSTAUCTION OF OF NO. ACCF.SS FROM PACIFIC HWY ONLY ! ! L AS1' Illii.:I.$Siltrl: it -,...-., m.,......._—_,-,—........,, : --____...,........._—. . F'E E S : 0 rowl ThivmAor$ PERMIT $133 .00 919 5W Tavine St PLAN REVIEW $261 .15 E Pontiand OR 91205 VINE DEPT *173.00 PHONE. ( 303) 201-0213 STATE TAX $21 . 65 OTHEIC DEVELOPMENT' CHARGES .. o .4ioc(!wonm) . . N wpilw000 coppmAATIoN SDCISTPEETI . T p 3030 SW MOODY PDCOL I 1„..10115 I, AND 1)0 97201 PREPAID < ) PHONE (503) 222-2000 D4ECISTPATION NO , 3339 TOTAL: $909. 30 NE;(,k I 01' NO , / 1 rris 1.10111111i is issued subject to the regulations contain edinTale14 '4 tne T MC Slate of Oregon Spenisity Codes,'zoning regulations or .(t j I NI D i Ns I:NE c't ToNiii . loci se miler ,40plicrIble codes and ordinances, and 11 is hereby . . EGOTING i 1 hifithc,work will he done in accordance with the plans and FOTIlhipt1aT ION Wral,,,I„,. ,,ireciticritioris and in CC)ITIpliarice vyith all applicable codes and dinrIncr, rho issuance of this per'nit does not. WPIVP restrictive ' l 'I .,,,vo,11,11-s Cortractorandst.thcwornmrsshailhavecwreor,ly . . t,linocisS hit permits This portnit will expire and hoc owe null and voilr is not started within 1130 days.or it work rs suspended or ,INirld,.)nod for a penod 01 180 days any time a I tei work has ' ,orseconcod It F.,hall be the responsibility tart lb' permiltee tr:r assure .1...04 'Ili [(sir uniteinspections Ore! requested and at4trovOttl -s . 1 ir - s-- ,,,,,,,,, ,,,;;;;; „ ,,,,„ ,,, 1...4.--'':7''''' ''. .•'.7:”.114-1 4.44N, 44.644.416,..444.44.- SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE P ' #., 1111 THOMPSON VA I VOIDA & ASSOCIATES imARCHITECTS AIA 5 July 1989 i Mr Gene Birchill Deputy Etre Marshal 4755 SW Griffith Drive Beaverton,OR 97076 RE: Tigard Cinemas Addition , Dear Gene: , Pursuant to our telephone conversation today,and in response to your letter of 5 June 1989 vve propose the following as resolution to items described in above said letter: ITEM 1: EXIT WIDTHS See attached sketch that revises exit width for 8"-0" minimum clear dimension. ITEM 2: AUTOMATIC SPRINKLER HEAD LOCATION Sprinkler heads will be located in acoustical tile ceiling rather than el,crate ceiling 'Y material. f, ITEM 3: HARDWARE See Addendum No.2(attached)that deletes cylinder mechanism at Hardware Group 5. ( ITEM 4: EXITING DURING CONSTRUCTION 1 The contractor will maintain East and West exits during construction. , 11 ITEM 5: APPROVED PLANS ON JOBSITE The contractor will have an approved set of Construction Document i at the Project Site. ITEM 6: INSPECTION REQUIRED / ,1 The contractor will coordinate all inspections required by your office with you. I li ITEM 7: OCCUPANCY CERTIPICATE The addition building will be occupied upon receipt of written instrument authorizing such occupancy. I f f 1 1010 SOUTHWEST ELEVENTH 'PORTLANO. OREGON 97205'PHONE 1S031 220.0668' PAX:(5031 2254803 ItOlttitt L.ti,faMtVA,tbWARD VAIVOtOok,lit,,ttAVIO 10,CMOS GitERY L MOO io 1 Mt Gene Birchill $July 1989 ' ,„e Two Please reel free to contact me if any above item requires further documentation. Sincere! 1011 4 Al A I OS r i IL*is'Ir I° 4 4 David P.Ge os,AIA Associate THOMPSON VAIVODA&ASSOCIATES cc Herb Aithouse Tim Reed Richard Wessell , , . . , . . . . c. Ni i 4: .4,.. 1.. _ _I o..4„„„..... allii ' Tia:- II 7 i cil , . -- / _ * *_ L \ ii9 9 \ -t ,.: ----40 III \ I !etc. la gii F07. ,— it illot1-1, (0,34 : i ko"' —4 4t ; 16° 6E4 ,f,... • l'..11/4 I 11 4 il oi . . ON Il 1`-iev' „„.,1,,,;1,, 5'*e" 7iii "I'VT — — 1,715] ':::: 11) 2 2 00 0 Serr 1111111111.111 I INPINIIIIMI . 1 : t- : ' rt7.00,,,A, .i il , , : ,de. in ;.; ti , '66 : , . -wiaii4 J,... ,,,, i . , .... * ..._..... ..: iti il .,,. .,.., P.E.a_ ti "4.6 1 *4" ;A-a i 0 4, .,-.) . .., __ ;11°. 4 .,', ..... .... ____. , AISLE 1 I*,,t. :14 . . , . ; i.:: aup: .iii,2:71: - l' -I21ric. _ ES TO .L '4'..:NdiTS.4 ,,,AA1.4 S . . July ' goVir ' V' " 6 i MIK, „ NV AT . 2'- x 3 - 0 o ION — ' .VOA"ropf.-NA(MA. . iliPirr 4141140Aittliitikt. P 00 0 ---EXT ItL 2 1 SsitS IC , , ...7.4,1 O' 44 lii:,.!. ...iriviti .mvirs,. , . a.a. invLrzir,.11, O. '' ' ‘"-^4 .40 , .,,. Sca e 10 rawn y . 144, 4101 . . ........., , . 'e rit. H. . i.t,, i, TIGARD CINEMAS ADDITION Project No, Drawing No..,. , 0,0...... .. , A ' . non nmonnnon onn 0 nil ;Da :... i ontonmommannoo 0,ion mmonom,.mon tom AI TIGARD, OREGON . . . . , . . . li, .