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B9906933 - Calcs
TaG TAYLOR & GAINES AINES 631 gh AL ENGINEERS W r A TMAD COMPANY VOLUME 3 STRUCTURAL CALCULATIONS FOR PARKING STRUCTURE HOAG MEMORIAL HOSPITAL PRESBYTERIAN NEWPORT BEACH, CALIFORNIA Taylor & Associates Architects Ho C. Gaines Structural Engineer S1034 Taylor & Gaines 1395 320 N. Halstead Street, Suite 200, Pasadena, CA 91107 • (626) 351-8881 • Fax (626) 351-5319 • www.taylorgaines.com HOAG PARKING STRUCTURE TABLE OF CONTENTS VOLUME 1 DESIGN DATA D1 - D2 P.T. SLAB DESIGN S1 - S134 P.T. BEAM DESIGN B1 - 6193 VOLUME 2 COLUMN DESIGN C1 - C44 SHEAR WALL DESIGN SW1 - SW18 FOOTING/GRADE BEAM DESIGN F1 - F109 BASEMENT WALL DESIGN W1 - W10 VOLUME 3 LATERAL ANALYSIS L1 - L277 T^,� TAYLOR & GAINES IJ STRUCTURAL ENGINEERS 320 NORTH HALSTEAD SREET • SUITE 200 PASADENA. CALIFORNIA 1311 07 (629] 351-6991 FAX (6293 351-5319 sheet i of by ,ez Job no. i396 dtte SEISMIC DESIGN OF HOAG MEMORIAL HOSPITAL PRESBYTERIAN, PARKING STRUCTURE Material Concrete f = 6000 psi for shear walls; 4500 psi for other structural members Reinforcement fy = 60,000 psi Soil Propeties Design Code 1997 Uniform Building Code Structural Model Reported by LAW/CRANDALL Project No. 70131-7-0254.0001, Dated August 11, 1997; upgraded version, Project No. 70131-9-0330-0002,Dated September 10, 1999 N. = 1.3; N,, = 1.6; Se soil profile Seismic Earth Pressure: 20H inverted triangle distribution Response Spectrum: 10% Probability of exceedence in 50 years with 5% damping ratio ETABS 3-D structural models are developed with consideration of ramps, seismic earth pressure, and lateral pressures on retaining walls. Two structural models, one with retaining walls and the other without retaining walls, are analyzed to determine maximum shear forces in major shear walls. Computer output presented herein is the case with retaining walls. TAYLOR & GAINES STRUCTURAL ENGINEERS 320 NORTH HALSTEAO SREET • SUITE 200 RASAOENA. CALIFORN IA S 1 1 07 (6213) 351-BSS 1 FAX (S2S1 351-5319 ,hoot <2 of by .r<. Job no. /394- dote SG1,5402G `j/xyliI/ Of fiadaHw9 it% Lore/ Ascii .H4 Ng% LAW bt% L0iN Lard Romp beam 2D,f'225,r0•a6 - 225,(' 4- 46x64dt/l't/)-254oftz ,42-34X(/28tits) - 4590fi2 43=/8X(2,y46t2) - /692ft2 �— 8622ft2 = 24X(/28t2) — 377D ft2 �z— /8,f"(92t2) a /668ftt 43 — /24120 = 240ft2 Z-5668 ft 2 7,r/8,r (46 t/8t2) - 8/90 ft2 42=2x9/ _-M%5,ft2 qs — (/6 J,ty(54t25) — 848ft2 -/9133ft2 z 4'27128,10, /S 7$t4G 1 27$23 ft' 4 - //,{'/28 t 64 t 2812 t 35492t /fl/8 t 2/27 t 46 /874' /8714' /643/ 0,/✓c /2,r/2 — 9684' LZ-24'/8t28>33=j7' 97.r AWL /oaf - 88c T^'� TAYLOR & GAINES y STRUCTURAL ENGINEERS 320 NORTH HALSTEAO SREET • SUITE 200 PASAOENA. CALIFORNIA S 1 1 O7 r (5291 351-alas 1 FAX 0281 351-531 e shoot Ls of by (L job no. /395- deb GO ls1t r 21.ftai' skate ilia 24'if 36° nr 1 YX 2 v/. 33 O /6 AV2.13X4-x//33x0./5 2-(225t/30)12-/80 -2D-/9.Y2-/7t/Sr'2tion -/8-1f6¢ -412' /2' 6-4 - and Lord 641x/x 4'4/6- - 95.e 377.( 58t36 t 54 *-145 — /56' /56X 2,r 1433,r 0 /5 — 2654' 71/8 ty - /55' /35X/5x �2 yXo./5 20t/7t2.r2gf/0.r'8 m//5' //Sera CT t // 3 0✓6 = 2154(" 27428,r O.Oe3 — 824- = ¢390,t' /j = 34 d(/28 r/t6) t /8a2x46 t2) — 6282/1= 4 - 5a68 ft Z 4/ -4 - a/fo fs' a¢8 ft 29/78ft` T^'� TAYLOR & GAINES net L4 of V STRUCTURAL ENGINEERS by .C/ 1Ob110. /ott date 320 NORTH HALSTEAD SREET • SUITE 200 PASADENA. CALIFORNIA 21 1 O7 (S281 351.88131 FAX (3201 351.531 S 5'Sad Bey 29/ 78. /2 AO• /5 = /8034' 2/ - /2r/28 t 28.y2 nit 2 t/O,(/8 / 2477 046 — /958' L?=97' /f38X gi!,ja,/3 88 if Co461514, : 24.Y24 " 95j2 - "tem' 2¢x sb' 541 2 - /024' larret L = (225t/S0r2 -/8r4 -26 -/9. 2 /7t/3,y2 f'S85' S4eao'if/z4: Mist, 2,ed Lea 5' 52od 5854/x *-tco./5 = 35141( 21 " 2454' 2 - 53D4' /8" /72%2 - 3*44{' /2 " //S a'//. 5017,496,s - /954' 29i76,ro.003 - 884' /823 t ie ,r5./d/5 /8434' /DO/t88 - /08f4' /f6 t 92 - 282,C a".ila1ednar, j L- 28t3.1/8t2.y/8ttin t.41/9t21/8-t54=3/O' 3/04. 11 //, 34,01. /5 - S'274' T^' � TAYLOR & GAINES roofis of ITV STRUCTURAL ENGINEERS by 320 NORTH HALSTEAD SKEET • SUITE 200 �L PASADENA. CALIFORNIA 91 1 O7 ce25) 351-S1381 FAX team 351-531 a lob no. /595 dale skier 101/4 24 '' 534 (' /8 " 3441 /24. L - 20 t/7t2 f2¢ t /Ars t2X/2 t 36 t/8 7,441 -f 2X/8 7/8 — 3//• 3//,41.y//.33d'O./S — 529K e8,(' 1' 5232 (' ToteG Seisms h/ey/htSere:/ 4— 45507- 541705745232—236774' TC TAYLOR & GAINES STRUCTURAL ENGINEERS 320 NORTH HALSTEAO SKEET • SUITE 200 PASAOENA, CA LI FORNIA 81 1 07 (8281 351-8821 FAX (828) 351-5318 Iry o ry p-e-° O,C cv�-'• y Cep, '3Q r 3 DESIG11 S4SE SHEAR sheet /6 of by .72 fob no. /393 date q 03C CODE (14 U e C CODE VC v7 VJ RT 0,11 CaI 0.8z�Nv1 < • T=Ct(hn) 3�4 =0.0J(11.33v4)34= o.34q Cv1 25Ca/ RT R • Cv= 0. 56Nv Wv=l.6C Seise. C. S c. ) = 0.sgd • Ca_ =0,4A/a = 0.53 • = 1.5 • R =4:5 cvI o.896x 1.5 l✓a= 1. 3 (Sest-t. C, 5, R-T 4, 5x 0,341 . 856 0.11Ca1=O.IIxo52xl.s= 0,04 0.8ziV l o.3x0.4xt6xI.5 0.��1 R - 4.5 2.5Ca1 3.5x0.52x1.5 R 4 5 [vro.4;3w =0.433 ▪ Z=0,4 • I=1.5 • R=6.o • T = C-t h n) V4t = 0.0)0/.33x4)k= 0,349 • C _ 1. Dss _ D. 7-5 (T7 F1C _ 0.4xl.Sx).iS - o' Rw 6 V--- o.Z1-sW Soil Profile Tlpe C. c$2J11 Seismic Scent" Type = 8. Vstnce urce o, q xm T STAYLOR & GAINES STRUCTURAL ENGINEERS 320 NORTH HALSTEAD SKEET• SUITE 200 PASADENA. CALIFORNIA S 1 1 07 (6213) 351-SSS1 FAX (S2S) 351-831S Moot y 7 of by 42 Job eo. /395' dit £fst' liter 7= /0252.( zeel hX wX wx4X - fX (K) D.054 0,06� j `Tli 4 671-4 680 1330 2944400 0.3/3 5209 ///5' 44' 35780 2o538 5-thi sly 4705 2559520 0272 278f ///5' e4' 3/097 /7850 Ott+ 4o8 t7o5 /9/9640 0, 264 209/ N. /5' 4.t' 235/5 /3382 3/'1 272 1705 /2 79 760 4 /36 /391 // /5' 6 4' /5545 892/ €a /36 5292 7//552 0.075 769 /1/5"' 6 1' 8571- 1922 23177 91/4872 / 600 /0252 //4 309 656/3 = TAYLOR & GAINES STRUCTURAL ENGINEERS 320 NORTH HALSTEAD GREET • SUITE 200 • PASADENA. CALIFORNIA 9 1 1 0 7 C62031351 -peel FAX 032EE 351-531 El shot .4 sit of by A-4 lob no. dote `,IZ) ,sy r UPI TAYLOR & GAINES STRUCTURAL ENGINEERS 320 NORTH HALSTEAD SREET • SUITE 200 PASAOENA. CALIFORNIA 91 1 O7 f9293 351 -SSS1 FAX (62S) 351-5319 sheet z 9 of by �L Job no. i396 date ,9* N N ti • • N V Q W * ,97 , ,r4 p ti qF .; P ✓ Q % /' • IST r • 1- p% �a k L/ E/ a H ,06 r T^ TAYLOR & GAINES u STRUCTURAL ENGINEERS 320 NORTH HALSTEAO SKEET • SUITE 200 PASAOENA. CALI FORNIA 91 1 07 (629] 351-9991 FAX (620] 351 •5319 shoot i in o1 by K� Job no. /595 dote Q' ro v 71? i- TAYLOR & GAINES STRUCTURAL. ENGINEERS 320 NORTH HALSTEAD SREET • SUITE 200 PASADENA. CALIFORNIA S 1 1 07 (S2E0 351.9S91 FAX [S2S1 351-5315 sheet 4 // of by .('L fob no. /396 date 8/ , 8 \ V .S • ,a f • ♦ 76= TAYLOR & GAINES 1--J STRUCTURAL ENGINEERS 320 NORTH HALSTEAD SREET • SUITE 200 PASADENA, CALIFORNIA S 1 1 07 (6291 351-0001 FAX (628) 351-5319 sheet L i2 of by /f'L Job no. is9S date —k \ V l` /8/ ) ,50fr ,9t /ZZ r ti i • • TAYLOR S. GAINES STRUCTURAL ENGINEERS 320 NORTH HALSTEAD SKEET • SUITE 200 PASADENA. CALIFORNIA S 1 1 07 LS261 351-SSS1 FAX LS291 351-531 S sheet Lis of by ,('L Job no. /396 dote T^'� TAYLOR S.GAINES V STRUCTURAL ENGINEERS 320 NORTH HALSTEAD SREET • SUITE 200 PASADENA. CALIFORNIA 91 1 07 (S2137 351-SSS1 FAX (3281 351-531 S sheet a .1 of by .YG job no. /59s date �1 L i5 ce— ( / ra r/`- ) C-47 crs/ o,s,(2, 3 _ ,i,sc Cs7-1S 8--- f j2'Sr r TC TAYLOR & GAINES STRUCTURAL ENGINEERS 320 NORTH HALSTEAD SREET • SUITE 200 PAS AD E NA. CALIFORNIA H 1 1 07 (329] 351-8S81 FAX (326) 351-531 S sheet i /A of by rL lob no. /395 date /atuxZ 5'ZJ Er&-e Care/ 22,67 1' 5.667,5 S44 y 5,6675 482P44 2 ¢55¢ 212 f4 f S562 754, s4g l C #554 et aft Ce675) t(Zs.6675tii335)XS}9--2949? 5667Sa's49 — 30841 f 1534' /5,,602i 4531' 3rG - low level 21122,67=541,f free — /we level 2K,G — ,94 lera6 24.G —law level Art —494 /tvtl TAYLOR & GAINES ant //7 Of STRUCTURAL ENGINEERS 320 NORTH HALSTEAD SREET • SUITE 200 PASAOENA, CALIFORNIA S t 1 07 (S213] 35 t -SSS t FAX (6263 36 t -63 t S by {L job no. /59.5 &b) 64se 2 33/ 24J"67- 28a"if 2 ,(280.(2.266 f-(Z 55667-2266),(130 — 4 - - 976P6f /are 9 er 28).(3667s=/687,1f 676675/ 56675 2r.1-494 /.4/d 2r6d -10i5S kw/ tit" 4 qv /ea Art - heel 24V56675 -//5 f .gnL - /'/v /n/ Z R/3 t 2 y//3) 4676475 = 24dflf ,(2 -.r56675 = a0Pef P PP 2204 -%11. Jewi 56675/ T^,� TAYLOR & GAINES {J STRUCTURAL ENGINEERS 320 NORTH HALSTEAO SREET • SUITE 200 PASADENA, CALIFORNIA S 1 1 07 [826] 351-BBS1 FAX Mal 351-5318 zs 01 by 4'L I0bb96 no. /3 date Cate ¢ Case 5 P= = 563�1f 4 - i4 tf r 12 'i5,6676 6asPf // 53 a 227/09 X 3855754408xza3376'-182,4' 4 /2 — 2.833754't08 tieW(A-6675--544b69— t (408 t 7�x408)x2� 3,9"1essAQT—?8337sJ Ps y = 229a/6f /i33' /st -1,i, le1e6 5,6675' is 47s' 2k.-lryGlers6 /74025/ /it -4o' lei4 fit?' 0025- 408/ f 5:6675' 56675' 56675' 1.„d -4LL /avel 2*4 -Ma hoed /Jt -kyr, /owl 4 X� 1 4 4 4 1 4 4 (C 1 4 1 4 • 4 Hoag Memorial Hospital Presbyterian—Geotechnical Investigation Law/Crandall Project 70131-7-0254.0001 7.7 SHORING General August II. 199" ,/9 Where there is not sufficient space for sloped embankments, shoring will be required. One method of shoring would consist of steel soldier piles placed in drilled holes, backfilled with concrete, and tied back with earth anchors. Some difficulty may be encountered in the drilling of the soldier piles and the anchors because of caving in the sandy deposits. Special techniques and measures will be necessary in some areas to permit the proper installation of the soldier piles and/or tie -back anchors. In addition, if there is not sufficient space to install the tie -back anchors to the desired lengths on any side of the excavation, the soldier piles of the shoring system may be internally braced. The following information on the design and installation of the shoring is as complete as possible at this time. We can furnish any additional required data as the design progresses. Also, we suggest that our firm review the final shoring plans and specifications prior to bidding or negotiating with a shoring contractor. We recommend that the adjacent existing buildings be surveyed for horizontal and vertical locations. Also, a careful survey of existing cracks and offsets in any adjacent structures should be performed and recorded and photographic records made. Lateral Pressures For excavation heights of 15 feet or less, cantilevered shoring may be used. For design of cantilevered shoring, a triangular distribution of lateral earth pressure may be used. It may be assumed that the retained soils with a level surface behind the cantilevered shoring will exert a lateral pressure equal to that developed by a fluid with a density of 30 pounds per cubic foot. If the retained soils are partially sloped at 1:1 above the shoring, it may be assumed that the soils will exert a lateral pressure equal to 60 pounds per cubic foot. For heights of shoring greater than 15 feet, the use of braced or tied -back shoring is recommended. For the design of tied -back or braced shoring, we recommend the use of a trapezoidal distribution 15 Hoag Memorial Hospital Presbyterian—Geotechnica! Investigation Law/Crandall Project 70131-7-0254.0001 August I !99" L 20 of earth pressure. The recommended pressure distribution, for the case where the grade is level behind the shoring, is illustrated in the following diagram with the maximum pressure equal to 22H in pounds per square foot, where H is the height of the shoring in feet. (Where a combination of sloped embankment and shoring is used, the pressure would be greater and must be determined for each combination.) HzHEIGHT SHORING IN FT. 1e-22H -ol (P.S.F.( 0.6H O.2H b In addition to the recommended earth pressure, the upper 10 feet of shoring adjacent to the streets and vehicular traffic areas should be designed to resist a uniform lateral pressure of 100 pounds per square foot, acting as a result of an assumed 300 pounds per square foot surcharge behind the shoring due to normal street traffic. If the traffic is kept back at least 10 feet from the shoring, the traffic surcharge may be neglected. Furthermore, the shoring system adjacent to existing structures should also be designed to support the lateral surcharge pressures imposed by the adjacent structure foundations, unless the existing foundations are underpinned. Furthermore, the shoring system should be designed to support the lateral surcharge pressures imposed by concrete trucks and other heavy construction equipment placed near the shoring system. Design of Soldier Piles For the design of soldier piles spaced at least two diameters on centers, the allowable lateral bearing value (passive value) of the soils below the level of excavation may be assumed to be 600 pounds per square foot per foot of depth at the excavated surface, up to a maximum of 6,000 pounds per square foot. To develop the full lateral value, provisions should be taken to I6 mi N N rc 1 1 1 1 1 a Hoag Memorial Hospital Presbyterian—Geotechnical Investigation August 11. 1997 Law/Crandall Project 70131-7-0254.0001 foot may be used, provided the shallowest point of the footing is at least 1 foot below the lowest adjacent grade. To reduce the movement of the shoring, the rakers should be tightly wedged against the footings and/or shoring system. Deflection It is difficult to accurately predict the amount of deflection of a shored embankment. It should be realized, however, that some deflection will occur. We estimate that this deflection could be on the order of 1 inch at the top of the shored embankment. If greater deflection occurs during construction, additional bracing may be necessary to minimize settlement of the existing utilities within or adjacent to the site. If desired to reduce the deflection of the shoring, a greater active pressure could be used in the shoring design. Monitoring Some means of monitoring the performance of the shoring system is recommended. The monitoring should consist of periodic surveying of the lateral and vertical locations of the tops of all the soldier piles. We will be pleased to discuss this further with the design consultants and the contractor when the design of the shoring system has been finalized. 7.8 WALLS BELOW GRADE Lateral Pressures For design of cantilevered retaining walls below grade where the surface of the backfill is level, it may be assumed that the soils will exert a lateral pressure equal to that developed by a fluid with a density of 35 pounds per cubic foot. The basement walls should be designed to resist a trapezoidal distribution of lateral earth pressure. The lateral earth pressure on the permanent basement walls will be similar to that recommended for design of temporary shoring except that the maximum lateral pressure will beditUNMIPMI per square foot, where H is the height of the basement wall in feet. L 2/ 1 20 2 22 r LAW Crandall LAWOIBB Group Member A F -A X Dec Tuesday, June 15, 1999 To: Ed Gharibans Taylor & Gaines FAX 626-351-5319 200 Man OAK r l05 mats. CAUFOANa 10040-1554 02n INF5700 ■ MAN FAX 021)7214700 From: Marshall Lew Division: Geotechnical Engineering Direct Fax: (323) 889-5398 Subject: Hoag Memorial Hospital Presbyterian Parking Structure Law/Crandall Project 70131-7-0254 • Number of pages transmitted (including header) _ • If you do not receive all pages, the copy is not legible, Qs have questions, please call immediately. ■ Hardcopy, with any additional attachments and/or enclosures, will not follow in the mail. Ed: Regarding your written questions of May 17, 1999 and verbal question of June 15, 1999: 1. The parking structure will have 2 levels subterranean and we understand that the lower floor will be at Elev. 50 to 55. At these elevations, the soils are predominantly sandy and are not expansive. 2. The site is near the Newport -Inglewood fault. From the ICBO "Maps of Known Active Fault Near - Source Zones in California and Adjacent Portions of Nevada," Map N-34, the site is within 21tm of the fault, which is a Type B seismic source. Therefore, NA —1.3, and Nv - 1.6. 3. For the difference in grade, the seismic earth pressure should be applied only on the unbalanced earth height. 'smic earth pressure may be taken as a inverted triangle distribution with the maximum value . 20H in its of pounds per square foot, where H is the height of the unbalanced earth in feet. Please call if there are any questions. Marshall j r Pre 56:- 1 CONFIDENTIALITY Nona The information contained in this fax, and any accompanying documents, constitutes confidential information which belongs to lawCrandall andlor its affiliates. This Information is intended only for the use of the individual or entity named above- If you are not the intended recipient of this Information, you are hereby notified that any disclosure, copying, distribution, or the taking of any action in reliance on this information is strictly prohibited. If you have received this fax in error, please immediately notify us by telephone, at the number listed above, to arrange for Its return to us. Thank you! TAYLOR & GAINES STRUCTURAL ENGINEERS 320 NORTH HALSTEAD SREET • SUITE 200 PASADENA. CALIFORNIA S 1 1 O7 (S2S] 351-2881 FAX (320 351-531 S ant z 23 of by rG Job no. /s9s dots at, 4 , 28 4, 4, 22 y `Yale 2 (44./2) 7' 3.5' J, /21 13.51- 7 34 /2 4, lye s <'NO,,K ) 40' = 2 = 2405 ( 23)'# 264(23) 2 (22) 3 t 2.64(22) ,ei — 24,05 1 2293 = 4698 4 - 2293 ?.5 =. 3. /45 5 3 s,5 C 3../-2)-2d4(,-2J ` 2. 6 _ - t 730 (I)3 t2,64() /12 a 5.mow 7`/73=8620 Pam 2 —2.5,6 /33(/;3)t2.64(9d/_I3 TsTAYLOR & GAINES STRUCTURAL ENGINEERS 320 NORTH HALSTEAD SPEET • SUITE 200 PASADENA. CALIFORNIA S 1 1 07 (329] 351-BBB 1 FAX (62137 351-531 S Ant 4.2i of by KL hob no. /a9.S date 4 (No 4), wa5(445) 144.1/d (44,3) MJL 7(A4 �t�Ps=4-45- 2 2458 ///33}4 t2.6¢/d.'v) ( 38 l 38 3A' tir P14/G 8 (. o 2) XR 428 2 / 8.93 ' I8 //, 33 3 //. 93 29' 1 2.696 x223 74-8.626t///5 2.596 tS 620 t `f. 6S'8 ?Y2.4458.Y/28 s 68, 39*5' 342.458 t/Bs L 25 2ND LEVEL, T=114309k.ft WALL Ri X„ or Y, X„ or Yr d„ or dy Ridx, or Ridy. Rid,2, or Rids= Ti 1 4.698 0 94.414 -94.414 -443.557 41877.988 -407 2 8.020 111.5 94.414 17.086 137.030 2341.290 126 3 2.596 223 94.414 128.586 333.809 42923.197 306 4 2.458 128 68.345 59.655 146.632 8747.331 134 5 2.458 128 68.345 59.655 146.632 8747.331 134 6 2.458 64 68.345 -4.345 -10.680 46.405 -10 7 2.458 0 68.345 -68.345 -167.992 11481.414 -154 8 1.833 0 68.345 -68.345 -125.276 8562.015 -115 WALL 1 WALL 4 WALL 5 ±ALL 2 WALL 6 WALL 7 WALL 8 124726.971 WALL 3 L 26 3RD LEVEL, T=105735k.ft WALL Ri Xi, or 16 X„ or Y, d:, or dy Rid,,, or Rick R,d„2, or Rid: T, 1 4.698 0 94.414 -94.414 -443.557 41877.988 -376 2 8.020 111.5 94.414 17.086 137.030 2341.290 116 3 2.596 223 94.414 128.586 333.809 42923.197 283 4 2.458 128 68.345 59.655 146.632 8747.331 124 5 2.458 128 68.345 59.655 146.632 8747.331 124 6 2.458 64 68.345 -4.345 -10.680 46.405 -9 7 2.458 0 68.345 -68.345 -167.992 11481.414 -142 8 1.833 0 68.345 -68.345 -125.276 8562.015 -106 WALL 1 WALL 4 WALL 5 WALL 2 WALL 6 WALL 7 WALL 8 124726.971 WALL 3 227 4TH LEVEL, T=90192k.ft WALL RI X, or Y, X„ or Y, dx, or dy Rd.. or Rdy Rd.', or Rdy2 Ti 1 4.698 0 94.414 -94.414 -443.557 41877.988 -321 2 8.020 111.5 94.414 17.086 137.030 2341.290 99 3 2.596 223 94.414 128.586 333.809 42923.197 241 4 2.458 128 68.345 59.655 146.632 8747.331 106 5 2.458 128 68.345 59.655 146.632 8747.331 106 6 2.458 64 68.345 -4.345 -10.680 46.405 -8 7 2.458 0 68.345 -68.345 -167.992 11481.414 -121 8 1.833 0 68.345 -68.345 -125.276 8562.015 -91 WALL 1 WALL 4 WALL 5 +LL 2 WALL 6 WALL 7 WALL 8 124726.971 WALL 3 G28 5TH LEVEL, T=66877k.ft WALL R X„ or Y, Xr, or Yr d,, or dy Rd., or Flick, Rd„ or Rdy2 Ti 1 4.698 0 94.414 -94.414 -443.557 41877.988 -238 2 8.020 111.5 94.414 17.086 137.030 2341.290 73 3 2.596 223 94.414 128.586 333.809 42923.197 179 4 2.458 128 68.345 59.655 146.632 8747.331 79 5 2.458 128 68.345 59.655 146.632 8747.331 79 6 2.458 64 68.345 -4.345 -10.680 46.405 -6 7 2.458 0 68.345 -68.345 -167.992 11481.414 -90 8 1.833 0 68.345 -68.345 -125.276 8562.015 -67 WALL 1 WALL 4 WALL 5 +LL 2 WALL 6 WALL 7 WALL 8 124726.971 WALL 3 L2q 6TH LEVEL, T=35780k.ft WALL RI X„ or Yi X„ or Y, d„ or dr RSA,,, or RA R,d,2, or Rid: Ti 1 4.698 0 94.414 -94.414 -443.557 41877.988 -92 2 8.020 111.5 94.414 17.086 137.030 2341.290 39 3 2.596 223 94.414 128.586 333.809 42923.197 96 4 2.458 128 68.345 59.655 146.632 8747.331 42 5 2.458 128 68.345 59.655 146.632 8747.331 42 6 2.458 64 68.345 -4.345 -10.680 46.405 -3 7 2.458 0 68.345 -68.345 -167.992 11481.414 -48 8 1.833 0 68.345 -68.345 -125.276 8562.015 -36 WALL 1 WALL 4 WALL 5 ALL 2 WALL 6 WALL 7 WALL 8 124726.971 WALL 3 L _90 .7etdyiNx✓L.t*o2 Of p1 N FRAME /THREE DIMENSIONAL WALL OUTPUT OUTPUT MAJOR MAJOR MINOR MINOR AXIAL TORSIONAL ID ID POINT MOMENT SHEAR MOMENT SHEAR FORCE MOMENT 1 CASE 1 TOP 2180.22 40.55 -661.63 -20.88 -1006.00 300.22 BOTTOM 2639.75 -898.28 1 CASE 2 TOP 1972.32 18.62 -359.29 -11.33 -285.88 139.59 BOTTOM 2183.32 -487.64 1 CASE 3 TOP 261398 408 / 66 1 156 74 768x40 = 2/3 BOTTOM 269985 77 36 1 CASE 4 TOP 96442 571 483 5 135 285 BOTTOM 102718 536 2 CASE 1 TOP -950.63 -51.68 -309.03 -6.89-656.41 -492.61 BOTTOM -1536.27 -387.06 TAYLOR & GAINES PAGE 1193 PROGRAM:ETABS/FILE:\parking\parking.FRM HOAG MEMORIAL HOSPITAL, UNIT: KIPS -INCHES SHEAR WALL STRUCTURE DESIGNED BY UBC-97 FILE NAME: PARKING.DAT WALL FORCES AT LEVEL 1ST-06 IN FRAME /THREE DIMENSIONAL WALL OUTPUT OUTPUT MAJOR MAJOR MINOR MINOR AXIAL TORSIONAL ID ID POINT MOMENT SHEAR MOMENT SHEAR FORCE MOMENT 2 CASE 2 TOP -1647.17 -23.93 -167.54 -3.78-177.59 -267.04 BOTTOM -1918.39 -210.42 2 CASE 3 TOP 145698 I:1 14 3 1125 280 BOTTOM 148137 43 2 CASE 4 TOP 17833.98 103.11 592.38 12.39 639.26 1783.56 BOTTOM 17367.07 732.40 3 CASE 1 TOP 21328.73 BOTTOM 21328.70 3 CASE 2 TOP 8490.95 BOTTOM 8545.92 3 CASE 3 TOP 594786 BOTTOM 600609 3 CASE 4 TOP 46319.19 BOTTOM 51013.53 0.00 4.85 NNW 419.28 4 CASE 1 TOP 437.13 -44.51 BOTTOM -67.28 4 CASE 2 TOP 414.63 BOTTOM 31.97 4 CASE 3 TOP 247154 BOTTOM 252825 4 CASE 4 TOP 61888.14 BOTTOM 64533.59 -33.77 249.01 -156.46 -299.03 -83.48 -159.26 59 26 466.17 482.87 645.25 925.28 349.29 501.08 86 108 428.35 481.36 -12.58 -1418.60 -2555.71 -6.69-400.54 -1395.12 4 453 1533 70.28 106.13 519.67 24.71 -993.66 180.35 13.39 -288.54 132.67 2 74 147 4.68 103.15 368.50 5 CASE 1 TOP 16510.47 -84.48 519.69 32.56 -1293.70 -3019.06 BOTTOM 15553.09 888.74 5 CASE 2 TOP 5539.91 -39.19 286.55 18.02 -406.45 -1646.59 BOTTOM 5095.81 490.73 5 CASE 3 TOP 382276 OM 17 0 661 469 BOTTOM 386412 17 5 CASE 4 TOP 27123.40 331.04 164.49 2.00 60.50 175.26 BOTTOM 27862.26 142.37 6 CASE 1 TOP -313.87 -8.28 1.03 BOTTOM -407.67 -7.17 6 CASE 2 TOP -295.42 -2.77 0.25 BOTTOM-326.86 -3.36 6 CASE 3 TOP 12502.94 w 9.47 BOTTOM 15115.81 21.20 6 CASE 4 TOP 20819.05 101.87 33.91 BOTTOM 19742.43 89.02 7 CASE 1 TOP -1737.52 -5.59 -1.06 BOTTOM -1800.85 14.14 -0.72 -0.32 1.06 10.84 -190.09 -28.49 533.96 625.75 66.22 28.17 55.56 1350.02 1.34-239.94 -6.36 2135S 83 27 544",1473 '67 316 SR O 42 .96 3736/o-/04. 23/140 - /28 /8 2 3/ 7 CASE 2 TOP -805.30 -2.76 -0.33 0.19 -7.23 1.51 BOTTOM -836.62 1.86 7 CASE 3 TOP 62999.95 °i,.,,994 2.00 1.53 86.76 21.65 BOTTOM 65916.54 15.39 TAYLOR & GAINES PAGE 1194 PROGRAM:ETABS/FILE:\parking\parking.FRM HOAG MEMORIAL HOSPITAL, UNIT: KIPS -INCHES SHEAR WALL STRUCTURE DESIGNED BY UBC-97 FILE NAME: PARKING.DAT WALL FORCES AT LEVEL 1ST-06 IN FRAME /THREE DIMENSIONAL WALL OUTPUT OUTPUT MAJOR MAJOR MINOR MINOR AXIAL TORSIONAL ID ID POINT MOMENT SHEAR MOMENT SHEAR FORCE MOMENT 7 CASE 4 TOP 8001.18 49.24 44.53 20.65 2151.18 138.63 BOTTOM 8221.60 189.51 8 CASE 1 TOP -1538.27 BOTTOM -1622.38 8 CASE 2 TOP -689.66 BOTTOM -731.49 8 CASE 3 TOP 61957.34 BOTTOM 64885.58 8 CASE 4 TOP 7454.52 BOTTOM 7729.55 -7.42 -3.69 MN I 58.99 0.31 -11.20 -0.04 -0.42 1.86 3.11 37.26 162.58 9 CASE 1 TOP 610.31 -12.85 0.62 BOTTOM 464.72 17.42 9 CASE 2 TOP 248.27 -5.44 0.26 BOTTOM 186.57 4.76 9 CASE 3 TOP 4031.48 35.61 46.15 BOTTOM 4426.45 mac 207.56 fl%J 9 CASE 4 TOP 49645.48 39 3.45 BOTTOM 54256.25 48.67 10 CASE 1 TOP -1884.48 BOTTOM -1986.65 10 CASE 2 TOP -794.58 BOTTOM -850.37 10 CASE 3 TOP 37920.29 BOTTOM 36960.59 10 CASE 4 TOP 157022 BOTTOM 163332 11 CASE 1 TOP -1818.39 BOTTOM -2037.82 11 CASE 2 TOP -666.45 BOTTOM -747.54 11 CASE 3 TOP 18340.11 BOTTOM 18540.80 11 CASE 4 TOP 156596 BOTTOM 162000 - 9.02 - 4.92 111.63 own -19.36 - 7.15 36.21 24.00 33.18 11.51 19.39 628.90 976.48 85 278 706.25 879.71 309.19 390.64 1131.17 1440.15 311 583 -1.02 -0.03 0.41 17.63 1.48 0.40 14.24 4.42 0.81 0.70 30.68 -280.83 -27.24 114.21 2310.54 -194.08 -23.50 472.21 219.68 -429.18 -54.71 60.00 - 1.99 - 5.32 382.33 108.06 58.66 29.20 177.07 1199.48 -375.46 -102.63 859.75 18 129 497 15.31 -668.70 1674.86 7.19-164.98 760.96 27.29 217.81 1459.18 24 1835 1788 12 CASE 1 TOP 1355.45 31.88 -66.50 -2.35-1486.86 -67.00 BOTTOM 1716.79 -93.11 12 CASE 2 TOP 1031.47 18.24 -38.19 -1.73-425.71 -39.50 BOTTOM 1238.13 -57.76 12 CASE 3 TOP 44303.65 117.94 734.47 18.28 52.43 447.41 BOTTOM 45584.18 919.68 12 CASE 4 TOP 1526569 IIIIIP 279 24 33 81 BOTTOM 1536257 555 /60,00 -86 409,Pa 2/5 2/ 411/470 fig 20 92/.Y/0 - 256 36 L 32 TAYLOR & GAINES PAGE 1195 PROGRAM:ETABS/FILE:\parking\parking.FRM HOAG MEMORIAL HOSPITAL, UNIT: KIPS -INCHES SHEAR WALL STRUCTURE DESIGNED BY UBC-97 FILE NAME: PARKING.DAT WALL FORCES AT LEVEL 1ST-06 IN FRAME /THREE DIMENSIONAL WALL OUTPUT OUTPUT MAJOR MAJOR MINOR MINOR AXIAL TORSIONAL ID ID POINT MOMENT SHEAR MOMENT SHEAR FORCE MOMENT 13 CASE 1 TOP -218.62 2.30 0.74 0.53-139.37 -2.44 BOTTOM -192.55 6.76 13 CASE 2 TOP -103.78 1.09 0.54 0.19 -15.06 -1.21 BOTTOM -91.37 2.70 13 CASE 3 TOP 447.16 20.91 33.72 15.74 415.82 32.64 BOTTOM 524.76 212.06 13 CASE 4 TOP 27042.54 ONIMOUre 4.48 2.05 104.14 117.41 BOTTOM 24651.35 27.69 14 CASE 1 TOP -268.74 BOTTOM -247.18 14 CASE 2 TOP -132.31 BOTTOM -121.68 14 CASE 3 TOP 556.80 BOTTOM 492.38 14 CASE 4 TOP 28528.59 BOTTOM 26125.62 1.90 0.21 1.56 0.94 0.10 0.78 6.91 9.47 52.51 WOW 2.57 18.73 0.12 0.06 3.84 1.82 -131.26 -8.48 32.87 21.06 -2.20 -1.15 51.75 10.97 2// 1/6 2// /0 2/1a /D = 2/2 15 CASE 1 TOP -259.75 1.22 0.16 0.78-111.18 0.77 BOTTOM -245.87 8.94 15 CASE 2 TOP -128.67 0.62 -0.02 0.39 -4.20 0.44 BOTTOM -121.68 4.35 15 CASE 3 TOP 554.67 32.27 31.71 11.34 568.26 31.78 BOTTOM 480.19 160.26 2/7 /D ��. 15 CASE 4 TOP 27031.21 13.20 3.45 124.21 125.20 - 2/7 BOTTOM 24576.05 30.86 17 CASE 1 TOP -1232.20 BOTTOM -1182.51 17 CASE 2 TOP -437.94 BOTTOM -434.33 17 CASE 3 TOP 2576.57 BOTTOM 2414.46 17 CASE 4 TOP 19522.13 BOTTOM 25080.67 18 CASE 1 TOP -2509.64 BOTTOM -2264.75 18 CASE 2 TOP -1174.68 BOTTOM -1056.04 18 CASE 3 TOP 6383.54 BOTTOM 5697.75 18 CASE 4 TOP 29610.59 BOTTOM 33981.61 19 CASE 1 TOP 1574.72 BOTTOM 1328.23 19 CASE 2 TOP 551.06 BOTTOM 473.42 4.38 0.32 53.63 WWI 21.61 10.47 73.66 SUN -21.75 -6.85 -0.40 16.29 -0.14 5.53 0.40 137.44 3.24 55.95 - 1.47 3.32 -0.67 1.88 0.64 107.14 6.14 18.30 - 2.53 10.24 -1.20 3.23 1.47 0.50 12.16 4.67 0.42 0.22 9.40 1.23 1.13 0.39 -112.49 -14.98 325.42 752.41 - 227.02 - 62.78 134.51 142.04 -24.96 -15.88 202.90 718.31 -0.79 -5.73 186.55 64.09 - 119.32 46.68 - 17.11 25.38 TAYLOR & GAINES PAGE 1196 PROGRAM: ETABS/FILE:\parking\parking. FRM HOAG MEMORIAL HOSPITAL, UNIT: KIPS -INCHES SHEAR WALL STRUCTURE DESIGNED BY UBC-97 FILE NAME: PARKING.DAT WALL FORCES AT LEVEL 1ST-06 IN FRAME /THREE DIMENSIONAL WALL OUTPUT OUTPUT MAJOR MAJOR MINOR MINOR AXIAL TORSIONAL ID ID POINT MOMENT SHEAR MOMENT SHEAR FORCE MOMENT 19 CASE 3 TOP 4643.28 3.64 1.10 212.79 308.95 99/XiD = 273 3A4d d 2/¢ 3D5{20 /8 L 33 BOTTOM 8072.64 19 CASE 4 TOP 10509.68 BOTTOM 11883.50 20 CASE 1 TOP 2777.94 BOTTOM 2484.70 20 CASE 2 TOP 1255.86 BOTTOM 1127.08 20 CASE 3 TOP 8633.30 BOTTOM 11437.30 20 CASE 4 TOP 20772.43 BOTTOM 20602.06 21 CASE 1 TOP -13393.19 BOTTOM -12474.42 21 CASE 2 TOP -1963.44 BOTTOM -1467.78 21 CASE 3 TOP 297305 BOTTOM 297819 21 CASE 4 TOP 21400.45 BOTTOM 14135.90 14.59 125.37 13-04 17.10 1063.66 174.41 206.80 26.15 81.07 43.74 49 -0.09 2.00 0.01 1.79 3.19 27.11 18.53 203.65 -17.22 - 63.78 -9.05 - 34.92 30 249 5.10 50.63 22 CASE 1 TOP 6495.06 -35.78 329.70 BOTTOM 6089.53 449.72 22 CASE 2 TOP 2368.26 -13.03 163.71 BOTTOM 2220.62 223.05 22 CASE 3 TOP 50486.61 1111111, 4.79 BOTTOM 42544.56 20.57 22 CASE 4 TOP 19964.01 227.08 84.78 BOTTOM 22288.50 188.45 23 CASE 1 TOP -2579.04 BOTTOM -1800.89 23 CASE 2 TOP -661.49 BOTTOM -331.40 23 CASE 3 TOP 18348.05 BOTTOM 13645.43 23 CASE 4 TOP 5569.18 BOTTOM 4697.40 26 CASE 1 TOP 999.51 BOTTOM 778.42 26 CASE 2 TOP 414.00 BOTTOM 328.85 26 CASE 3 TOP 5621.89 BOTTOM 7959.65 26 CASE 4 TOP 9384.07 BOTTOM 7935.01 68.66 29.13 77.76 -19.51 -7.51 11111110 128.23 24.70 60.22 13.76 32.55 7.42 11.48 17.38 42.15 - 1.54 4.36 - 0.30 0.16 1.68 8.56 19.61 102.07 0.18 0.16 2.67 19.60 -220.14 - 60.63 31.05 453.36 30.72 21.25 27.68 185.85 - 4.11-359.89 -485.84 - 2.28-108.86 -155.97 19 609 1624 4.02 40.79 434.83 10.59 5.24 1.44 9.15 3.13 1.66 1.66 2.19 0.52 0.04 0.64 7.40 - 357.27 -89.03 800.14 609.82 -245.68 -72.63 770.84 154.97 - 167.01 -33.52 114.25 581.49 262.94 153.41 273.92 1160.12 -234.28 -136.40 210.29 221.52 0.01 -0.31 2554/0 _ /77 /8 7a I/0 c A40 6t 703. 0 - 25/ 28 4/6x/o = 25/ /8 94.92 2/'r'b -4/ 182.57 TAYLOR & GAINES PAGE 1197 PROGRAM:ETABS/FILE:\parking\parking.FRM HOAG MEMORIAL HOSPITAL, UNIT: KIPS -INCHES SHEAR WALL STRUCTURE DESIGNED BY UBC-97 FILE NAME: PARKING.DAT WALL FORCES AT LEVEL 1ST-06 IN FRAME /THREE DIMENSIONAL WALL OUTPUT OUTPUT MAJOR MAJOR MINOR MINOR AXIAL TORSIONAL ID ID POINT MOMENT SHEAR MOMENT SHEAR FORCE MOMENT 27 CASE 1 TOP -91.77 -1.97 0.84 0.03-122.40 71.35 BOTTOM -114.08 1.17 27 CASE 2 TOP -59.39 -0.53 0.13 -0.09 -13.23 8.15 BOTTOM -65.40 -0.86 27 CASE 3 TOP 8391.66 202.62 0.71 1.15 116.00 65.71 BOTTOM 10589.72 13.43 27 CASE 4 TOP 23991.35 8.13 12.76 279.33 80.22 BOTTOM 20997.58 152.54 28 CASE 1 TOP 1463.98 -9.92 BOTTOM 1351.59 28 CASE 2 TOP 916.28 -7.11 0.61 -11.06 0.01 -1.03 -0.36 - 243.42 44.04 -56.50 -9.55 2157/0 < 211 /3 2 3¢ BOTTOM 835.71 28 CASE 3 TOP 14560.33 BOTTOM 17800.22 28 CASE 4 TOP 45525.36 BOTTOM 43858.73 30 CASE 1 TOP 5254.70 BOTTOM 5050.51 30 CASE 2 TOP 2025.22 BOTTOM 1933.89 30 CASE 3 TOP 27778.89 BOTTOM 18503.01 30 CASE 4 TOP 40303.96 BOTTOM 42697.14 31 CASE 1 TOP -2414.60 BOTTOM -2552.33 31 CASE 2 TOP -653.17 BOTTOM -737.45 31 CASE 3 TOP 143772 BOTTOM 132075 31 CASE 4 TOP 13291.22 BOTTOM 11340.12 33 CASE 1 TOP -290.87 BOTTOM -354.39 33 CASE 2 TOP 225.57 BOTTOM 187.14 33 CASE 3 TOP 52745.45 BOTTOM 54563.48 33 CASE 4 TOP 19449.90 BOTTOM 19488.22 151.82 - 18.02 - 8.06 232.76 - 12.15 - 7.44 336.53 - 5.60 - 3.39 20.90 -4.11 1.41 12.90 14.63 120.25 -331.33 - 454.46 - 164.72 - 225.54 7.34 15.37 83.28 189.11 -97.78 -164.35 -53.32 -90.17 10 5 120.85 188.81 1.82 -12.18 0.86 -4.97 8.49 12.15 62.57 216.46 1.02 67.63 197.45 29V/41 /63 9.33 -10.87 - 5.37 1.59 9.34 453.79 462.13 -384.66 -93.71 1134.60 1014.93 -241.06 -147.38 205.27 8¢'8'r16 30/ 1192.64 - 5.87-662.27 424.24 -3.25-229.33 228.14 1 506 176 6.00 610.81 886.23 -1.24 - 0.51 1.81 24.62 -124.35 -14.03 65.81 147.62 -339.86 -141.58 754.04 2090.63 34 CASE 1 TOP -16955.97 3.68 31.67 4.47-514.78 -710.17 BOTTOM -16914.31 82.34 34 CASE 2 TOP -5068.87 -1.06 13.51 1.87-110.23 -313.42 BOTTOM -5080.91 34.74 TAYLOR & GAINES PAGE 1198 PROGRAM:ETABS/FILE:\parking\parking.FRM HOAG MEMORIAL HOSPITAL, UNIT: KIPS -INCHES SHEAR WALL STRUCTURE DESIGNED BY UBC-97 FILE NAME: PARKING.DAT WALL FORCES AT LEVEL 1ST-06 IN FRAME /THREE DIMENSIONAL WALL OUTPUT OUTPUT MAJOR MAJOR MINOR MINOR AXIAL TORSIONAL ID ID POINT MOMENT SHEAR MOMENT SHEAR FORCE MOMENT 34 CASE 3 TOP 48456.84 161.65 34.53 7.98 115.72 1058.99 BOTTOM 46982.99 124.97 34 CASE 4 TOP 77299.03 I 2.61 0.46 779.94 216.73 BOTTOM 59979.89 6.27 35 CASE 1 TOP 1672.47 BOTTOM 1356.27 35 CASE 2 TOP 809.50 BOTTOM 656.54 35 CASE 3 TOP 20957.14 BOTTOM 20144.63 35 CASE 4 TOP 36554.98 BOTTOM 40530.59 36 CASE 1 36 CASE 2 36 CASE 3 36 CASE 4 TOP 1565.37 BOTTOM 1368.99 TOP 860.20 BOTTOM 771.14 TOP 4343.48 BOTTOM 3934.59 TOP 20307.73 BOTTOM 25584.89 - 27.90 - 13.50 78.05 MOP - 17.33 -7.86 38.47 -0.90 0.94 -0.38 1.55 7.69 130.45 12.52 24.71 -0.77 13.71 -0.15 5.56 4.09 94.57 8.78 35.61 0.16 0.17 10.84 3.08 1.28 0.50 7.99 3.87 -240.45 -60.51 74.91 277.56 -224.17 -58.78 688.64 341.17 -46.14 -4.21 346.19 492.29 /o39.Yio 36 287 /6/.//v = /3¢ /2 /659did 335. Gortm6 352,/v /96 /8 62.06 26.74 374.23 87.98 4.54.Yiv .79/ L 37 CASE 1 TOP 4875.71 BOTTOM 4414.14 37 CASE 2 TOP 2515.85 BOTTOM fl78.49 37 CASE 3 TOP 15880.73 BOTTOM 14597.16 37 CASE 4 TOP 25258.06 BOTTOM 25117.22 42 CASE 1 TOP 12476.90 BOTTOM 13293.27 42 CASE 2 TOP 3643.63 BOTTOM 4148.46 42 CASE 3 TOP 133145 BOTTOM 121860 42 CASE 4 TOP 8992.35 BOTTOM 8279.79 Y 300/ - a D26 - 40.73 - 20.94 wort 17.52 72.04 44.55 satv 79.80 1.03 -2.95 0.03 -0.20 2.21 41.88 6.20 10.74 -0.35 -0.02 3.89 1.45 - 321.30 - 106.79 353.23 228.61 27.24 -1.45 463.41 61.29 //34'/D 7/ /6 59.88 10.53 -551.84 762.13 179.27 32.64 5.69-186.71 430.51 97.10 11 3 1059 667 g932& = 277 22 60.78 3.27 88.14 471.61 97.74 10 D.D16 /28�"223 `D L5d WALL OUTPUT OUTPUT ID ID POINT 1 CASE 1 TOP BOTTOM 1 CASE 2 TOP BOTTOM 1 CASE 3 TOP BOTTOM 1 CASE 4 TOP BOTTOM IN FRAME /THREE DIMENSIONAL MAJOR MAJOR MINOR MINOR AXIAL TORSIONAL MOMENT SHEAR MOMENT' SHEAR FORCE MOMENT -5276.01 34.46 -237.83 -42.24 -709.40 311.63 - 4885.47 -716.56 -1740.84 9.19-132.50 -22.90 -224.03 100.38 - 1636.70 -392.07 414652 2279 44 2 26 481 440390 31 117144 785 415 17 22 147 125778 608 2 CASE 1 TOP -7687.87 -31.76 -915.87 -25.24 -492.33 333.17 BOTTOM -8047.79 -1201.98 2 CASE 2 TOP -2684.73 -10.07 -502.41 -13.83 -155.11 178.30 BOTTOM -2798.88 -659.11 2 CASE 3 TOP 170196 765 83 1 150 161 BOTTOM 178828 96 TAYLOR & GAINES PAGE 626 PROGRAM:ETABS/FILE:\parking\parking.FRM HOAG MEMORIAL HOSPITAL, UNIT: KIPS -INCHES SHEAR WALL STRUCTURE DESIGNED BY UBC-97 FILE NAME: PARKING.DAT WALL FORCES AT LEVEL 3RD-HI IN FRAME /THREE DIMENSIONAL WALL OUTPUT OUTPUT MAJOR MAJOR MINOR MINOR AXIAL TORSIONAL ID ID POINT MOMENT SHEAR MOMENT SHEAR FORCE MOMENT 2 CASE 4 TOP 43297.60 202.00 364.25 8.86 25.32 418.11 BOTTOM 45566.56 464.11 3 CASE 1 TOP 9365.51 49.45 2426.30 -2.65-895.09 -838.91 BOTTOM 9926.01 2396.21 3 CASE 2 TOP 4577.18 29.76 1333.92 -2.01-270.20 -464.81 BOTTOM 4914.54 1311.13 3 CASE 3 TOP 421932 1700 132 8 56 1540 BOTTOM 440890 102 3 CASE 4 TOP 47183.02 267.82 826.70 33.34 60.75 1043.42 BOTTOM 44213.45 1190.71 4 CASE 1 TOP -791.39 47.94 -422.84 42.90 -695.55 -269.11 BOTTOM -247.99 63.37 4 CASE 2 TOP 445.75 16.67 -231.12 23.20 -224.58 -82.68 BOTTOM 634.69 31.85 4 CASE 3 TOP 423707 2239 35 1 74 455 BOTTOM 448978 40 4 CASE 4 TOP 82703.88 609.75 126.12 19.51 56.46 396.76 BOTTOM 89323.73 336.99 5 CASE 1 TOP 8094.39 105.12 -2135.45 43.29 -944.69 634.92 BOTTOM 9285.85 -1644.86 5 CASE 2 TOP 3175.81 55.80 -1170.26 23.72 -325.70 317.56 BOTTOM 3808.22 -901.37 5 CASE 3 TOP 421070 2366 60 2 11 813 BOTTOM 447605 48 5 CASE 4 TOP 63587.18 248.73 404.98 13.08 64.42 165.40 BOTTOM 62539.63 258.38 6 CASE 1 TOP -1645.03 BOTTOM -1754.29 6 CASE 2 TOP -718.51 BOTTOM -772.67 6 CASE 3 TOP 41777.16 BOTTOM 43826.38 6 CASE 4 TOP 8474.34 BOTTOM 8793.92 - 9.64 - 4.78 181.36 29.03 17.82 20.82 10.03 11.72 52.20 63.72 88.23 105.19 0.26 0.15 1.02 1.50 -136.95 -25.40 0.00 0.00 11.00 6.79 29.84 14.06 7 CASE 1 TOP -1627.69 -1.81 -46.76 -3.89-127.70 -163.66 BOTTOM -1648.19 -90.84 L97 • r. 7 CASE 2 TOP-831.13 BOTTOM -844.82 7 CASE 3 TOP 64040.19 BOTTOM 70037.38 7 CASE 4 TOP 18096.01 BOTTOM 18852.36 -1.21 531.62 67.50 -25.23 -53.99 8.98 26.51 60.09 53.98 -2.54 1.66 9.36 5.02 95.96 1667.87 -87.58 297.27 371.46 TAYLOR & GAINES PAGE 627 PROGRAM: ETABS/FILE:\Parking\parking.FRM HOAG MEMORIAL HOSPITAL, UNIT: KIPS -INCHES SHEAR WALL STRUCTURE DESIGNED BY UBC-97 FILE NAME: PARKING.DAT WALL FORCES AT LEVEL 3RD-HI IN FRAME /THREE DIMENSIONAL WALL OUTPUT OUTPUT MAJOR MAJOR MINOR MINOR AXIAL TORSIONAL ID ID POINT MOMENT SHEAR MOMENT SHEAR FORCE MOMENT 8 CASE 1 TOP-1494.85 -19.14 25.35 0.10-184.00 -9.00 BOTTOM -1711.83 26.47 8 CASE 2 TOP -761.91 -9.87 14.15 0.49 -27.67 -5.11 BOTTOM -873.81 19.74 8 CASE 3 TOP 64229.32 383.41 6.41 1.00 103.00 667.08 BOTTOM 68541.16 16.21 8 CASE 4 TOP 17932.85 162.85 11.24 15.01 1674.56 172.91 BOTTOM 19766.34 175.21 9 CASE 1 TOP 1062.28 -7.40 2.14 BOTTOM 978.42 2.81 9 CASE 2 TOP 284.18 -3.27 0.73 BOTTOM 247.16 0.97 9 CASE 3 TOP 17848.41 90.68 77.18 BOTTOM 18867.98 97.89 9 CASE 4 TOP 180331 870 15 BOTTOM 190143 20 0.06 0.02 1.84 0 - 128.65 -20.48 0.00 0.31 0.12 40.60 0 33 10 CASE 1 TOP 1506.56 -12.39 -4.56 1.83 -275.42 -183.65 BOTTOM 1366.11 16.22 10 CASE 2 TOP 478.47 -7.43 -2.24 0.74 -39.00 -72.77 BOTTOM 394.28 6.17 10 CASE 3 TOP 24794.42 121.21 454.51 20.05 74.76 774.81 BOTTOM 26097.36 680.98 10 CASE 4 TOP 296861 1533 53 9 686 437 BOTTOM 314068 144 11 CASE 1 TOP 6641.31 -24.14 -37.52 BOTTOM 6367.68 328.35 11 CASE 2 TOP 2141.52 -11.36 -17.23 BOTTOM 2012.75 140.38 11 CASE 3 TOP 20514.34 111.27 926.76 BOTTOM 21725.37 1269.90 11 CASE 4 TOP 236017 1271 30 BOTTOM 250251 48 12 CASE 1 TOP 1224.97 -5.28 76.48 BOTTOM 1165.10 -338.21 12 CASE 2 TOP 502.75 -0.46 41.25 BOTTOM 497.55 -191.44 12 CASE 3 TOP 10742.79 108.76 377.88 BOTTOM 10637.89 507.03 12 CASE 4 TOP 928289 2734 31 BOTTOM 958903 49 32.28 13.91 30.42 2 -36.59 -20.53 11.49 2 - 486.10 - 137.99 79.51 3456.17 1487.84 1705.48 768 161 - 878.05 - 266.59 41.65 -20.57 -10.43 61.09 96 247 13 CASE 1 TOP -346.99 6.06 12.76 0.85 -99.57 -20.80 BOTTOM -278.25 22.41 13 CASE 2 TOP -198.33 2.49 9.29 0.31 -14.80 -8.82 BOTTOM -170.13 12.86 TAYLOR & GAINES PAGE 628 PROGRAM:ETABS/FILE:\parking\parking. FRM HOAG MEMORIAL HOSPITAL, UNIT: KIPS -INCHES SHEAR WALL STRUCTURE DESIGNED BY UBC-97 FILE NAME: PARKING.DAT L WALL FORCES AT LEVEL 3RD-HI IN FRAME /THREE DIMENSIONAL WALL OUTPUT OUTPUT MAJOR MAJOR MINOR MINOR AXIAL TORSIONAL ID ID POINT MOMENT SHEAR MOMENT SHEAR FORCE MOMENT 13 CASE 3 TOP 1515.80 33.25 160.34 6.52 690.84 29.77 BOTTOM 1162.93 87.16 13 CASE 4 TOP 18879.50 280.83 25.00 2.90 192.75 202.70 BOTTOM 22031.76 20.30 14 CASE 1 TOP -371.97 2.45 -0.94 0.29 -75.00 15.92 BOTTOM -344.16 2.32 14 CASE 2 TOP -208.68 0.66 -0.61 0.13 -6.23 7.94 BOTTOM -201.22 0.91 14 CASE 3 TOP 1050.22 10.33 9.56 3.44 12.84 77.37 BOTTOM 1105.35 29.41 14 CASE 4 TOP 17350.23 376.32 5.18 0.45 3.97 135.09 BOTTOM 21584.05 8.00 15 CASE 1 TOP -312.58 -2.31 36.73 0.76 -68.75 61.64 BOTTOM -338.75 45.35 15 CASE 2 TOP -182.16 -1.66 12.39 0.50 -0.11 31.45 BOTTOM -200.99 18.10 15 CASE 3 TOP 1054.01 44.14 193.36 5.71 669.47 32.37 BOTTOM 1506.69 130.48 15 CASE 4 TOP 18471.61 321.04 91.64 0.83 200.92 61.38 BOTTOM 22075.34 91.55 16 CASE 1 TOP -22740.61 50.24 395.47 -4.54-429.06 2.94 BOTTOM -22171.16 344.06 16 CASE 2 TOP -12180.13 25.69 179.09 -2.05-103.86 1.50 BOTTOM -11888.96 155.81 16 CASE 3 TOP 85277.41 352.30 269.73 3.75 73.04 10.49 BOTTOM 89091.09 227.20 16 CASE 4 TOP 908517 OM. 7 0 1 4 BOTTOM 952055 6 /0/7 = 0.085 /i94/ = 2- 20 O..0854//28,r213 E - r F.. s 439.r' 236 77 - /0252 ,, &Jed fit t d Jot ETABS, v - /2/1.04' /0252 - D.84/ /2/94 V _ /5aC (' 49252 - 0.788 /3ao¢ 3866JJD_ 4/7 TAYLOR & GAINES TV STRUCTURAL ENGINEERS 320 NORTH HALSTEAD SREET • SUITE 200 PASADENA. CALIFORNIA B 1 1 07 IS261 351-SSS 1 FAX I325] 331-531 B shot G.% of by LPL Job no. /49T dots 20 Gail/S4 /Ls / /•4D 2. /.2,D 7,-/6L 3. (/.2D r L t5»,r//_ (/evtz i it; tE,,).(z/ (/.2.0tLtEyt0.sgD)v/ 1-- /749Dt//L t//E )O.69/Dt//2 -i/5 4. (0.9D t E)x/✓ = (4 9D ±t o, syD)Xi / /4/9 t //E4, D, 56/D — (Er =0.5AID = 5.y' 52,Y/5D -D.39) P`/ CHAP. 16, DIV. I 1611.5 1612.3.2 1997 UNIFORM BUILDING CODE L4o walls under a load of 5 psf (0.24 kN/m2) shall not exceed I/240 of span for walls with brittle finishes and I/120 of the span for .s with flexible finishes. See Table 16-0 for earthquake design ,..quirements where such requirements are more restrictive. EXCEPTION: Flexible, folding or portable partitions are not required to meet the load and deflection criteria but must be anchored to the supporting structure to meet the provisions of this code. 1611.6 Retaining Walls. Retaining walls shall be designed to resist loads due to the lateral pressure of retained material in accordance with accepted engineering practice. Walls retaining drained soil, where the surface of the retained soil is level, shall be designed for a bad, H, equivalent to that exerted by a fluid weigh- ing not less than 30 psf per foot of depth (4.71 kN/m2/m) and hav- ing a depth equal to that of the retained soil. Any surcharge shall be in addition to the equivalent fluid pressure. Retaining walls shall be designed to resist sliding by at least 1.5 times the lateral force and overturning by at least 1.5 times the overturning moment, using allowable stress design loads. 1611.7 Water Accumulation. All roofs shall be designed with sufficient slope or camber to ensure adequate drainage after the long-term deflection from dead load or shall be designed to resist ponding load, P, combined in accordance with Section 1612.2 or 1612.3. Ponding load shall include water accumulation from any source, including snow, due to deflection. See Section 1506 and Table 16-C, Footnote 3, for drainage slope. See Section 1615 for deflection criteria. 1611.8 Hydrostatic Uplift. All foundations, slabs and other footings subjected to water pressure shall be designed to resist ;infiformly distributed uplift load, F, equal to the full hydrostatic sure. 1611.9 Flood -resistant Construction. For flood -resistant con- struction requirements, where specifically adopted, see Appendix Chapter 16, Division IV. 1611.10 Heliport and Helistop Landing Areas. In addition to other design requirements of this chapter, heliport and helistop landing or touchdown areas shall be designed for the following loads, combined in accordance with Section 1612.2 or 1612.3: 1. Dead load plus actual weight of the helicopter. 2. Dead load plus a single concentrated impact load, L, cover- ing 1 square foot (0.093 m2) of 0.75 times the fully loaded weight of the helicopter if it is equipped with hydraulic -type shock absorbers, or 1.5 times the fully loaded weight of the helicopter if it is equipped with a rigid or skid -type landing gear. 3. The dead load plus a uniform live load, L, of 100 psf (4.8 kN/ m2). The required live load may be reduced in accordance with Section 1607.5 or 1607.6. 1611.11 Prefabricated Construction. 1611.11.1 Connections. Every device used to connect pre- fabricated assemblies shall be designed as required by this code and shall be capable of developing the strength of the members connected, except in the case of members forming part of a struc- tural frame designed as specified in this chapter. Connections shall be capable of withstanding uplift forces as specified in this chapter. 11.2 Pipes and conduit. In structural design, due allowance be made for any material to be removed for the installation of pipes, conduits or other equipment. 1611.113 Tests and inspections. See Section 1704 for require- ments for tests and inspections of prefabricated construction. SECTION 1612 - COMBINATIONS OF LOADS 1612.1 General. Buildings and other structures and all portions thereof shall be designed to resist the load combinations specified in Section 1612.2 or 1612.3 and, where required by Chapter 16, Division IV, or Chapters 18 through 23, the special seismic load combinations of Section 1612.4. The most critical effect can occur when one or more of the con- tributing loads are not acting. All applicable loads shall be consid- ered, including both earthquake and wind, in accordance with the specified load combinations. 1612.2 Load Combinations Using Strength Design or Load and Resistance Factor Design. 1612.2.1 Basic load combinations. Where Load and Resistance Factor Design (Strength Design) is used, structures and all por- tions thereof shall resist the most critical effects from the follow- ing combinations of factored loads: 1.4D (12-1) 1.2D + 1.6L + 0.5 (L, or S) (12-2) 1.2D+1.6(L,orS)+(f1Lor0.8W) (12-3) 1.2D + 1.3W+fIL+0.5 (L, orS) (12-4) 1.2D + 1.0E + (fIL + f2S) (12-5) 0.9D ± (1.0E or 1.3W) (12-6) WHERE: f1 = 1.0 for floors in places of public assembly, for live loads in excess of 100 psf (4.9 kN/m2), and for garage live load. = 0.5 for other live loads. 1.2 = 0.7 for roof configurations (such as saw tooth) that do not shed snow off the structure. = 0.2 for other roof configurations. EXCEPTIONS: 1. Factored load combinations for concrete per Section 1909.2 where load combinations do not include seismic forces. 3. Where other factored load combinations are specifically required by the provisions of this code. 1612.2.2 Other loads. Where F, H, P or T are to be considered in design, each applicable load shall be added to the above combina- tions factored as follows: 1.3F, 1.6H, 1.2P and 1.2T. 1612.3 Load Combinations Using Allowable Stress Design. 16123.1 Basic load combinations. Where allowable stress design (working stress design) is used, structures and all portions thereof shall resist the most critical effects resulting from the fol- lowing combinations of loads: D (12-7) D+L+(L,orS) (12-8) D + (W or 4) (12-9) r 0.9D t 4 7 D + 0.751 L + (L, or S) + (W or 4)1 No increase in allowable stresses shall be used wi h these load combinations except as specifically permitted by Section 1809.2. 16123.2 Alternate basic load combinations. In lieu of the basic load combinations specked in Section 1612.3.1, structures and (12-10) (12-11) 2-4 L 4/ n n rm- n CO COCO CO CO 02 CO CD CD N CO n n • P CO n n . n n I- N. > m O O O O ▪ O O n CO O O O O O O O O O O O O con con- 400. 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N r m r CO a n m t7 Y N n aco to 0 n ei 444 Y 000 0 00 0 0 0 ti m N 3 3 3 3 3 3 3 3 3 3 3 3 3 3 ea e m a a CO 40 a a a a a m a m CO CO a a CO a aN N N N N N N N N N N N N N N N N N N N m m m m co 0 0 H N a a a a co ' N pp o mq 1yp� m 1 tmy N m a m c s m 0) O et O m in 0 r N cn 0,1 0 N A it N m N N O QN '0 CO r in co CO el C C C C O O O O V O N r r m vl vYS „ Yl Y 0 el el in 2 n ' V Vi m a Y N a N 0 2 w 0 a N N N • N Y (0 et . e) el Y Cl el m N o N N el U J q p S yl a qp Y p 0 4 6 r Q O ^ N a 0 a O a N t O r N H >?2 a 3 3 3 3 3 c 8 3 3 B 1 0 0- r f N N CNN, N N N 3 N N ir) co s m a m D N N N r N N N N N N N N N N N N N N N N N N • 2 0 0 0 0 0 0 0 2 2 2 N N N N N N N N N N N N N N N N N N N N aJ Jn Ja Ja J J J J PJV JN n ry ry reN N ry n J J J J J J J J J J J J 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 L s2 co ▪ * 0 05 01 CO O 0 O o 0 O O C 1 co n 0 N O n n 0 GO 0 m b m to • g a N Y O N N m N M V ▪ • P A•a•W Reber O.IArfo MJN.0 u z 3', O J 1, 3 1 E i i 3 5 3 3 3 CO CO N N CO 0 Y 0 0 0 N N N N N IP`I IPV 6 co 0 ^ 0 0 N N d m 0 $▪ 1 0 n n 0 ▪ O m O N h an tn N N co a 1- 0 0 0 v 0 0, N 0 co co a 0 2 en n 0 o $ CC 01 m m 0 P N N N N N N N N N N N N z • z z • z z • z • « • « • z • z • z z N N N N N N N N N N n CO i� . . r"i CO n i v'• 3 3 3 3 3 3 3 3 3 3 3 3 T^'_ TAYLOR & GAINES V STRUCTURAL ENGINEERS 320 NORTH HALSTEAO SKEET • SUITE 200 PASAO ENA. CALI FOR N I A 61 1 07 / (6261 351-6661 FAX (6261 351-531 S sheet 233 of by ,CL job no. % 2S date ?>esya f Ci & grease A -nit E%ABs rerzea (/,e w.<0 - sage.— 2, sit.:( 44 2 #.85160 sirt SO' ¢.l4 n - /6/4 / 01,1 f%dm, d = /v ro.85�X 24/4 822K>014=201K OK A9 - (2,2 t/2) 2- 256 /4' -¢° L—/2-p.2=/18' 1-Q (/s' (/27,40.2y—/4880al Nl/ /9s4 — 0.3 s4`. f<" r /f% / 1 - p.3,Y4x //.8X 6 r es /1 _ / p/9 ha ifs L 4,A 60 /¢s.s¢ J Or 4 = p.py f ' AS l//.ax6 p.t24' fft 60 L 96 CASE 1 END -I -3.83 -5.15 0.00 1/4-PT 55.79 -2.76 0.00 1/2-PT 77.82 -0.14 0.00 3/4-PT 59.60 2.54 0.00 END-J 2.97 4.96 0.00 96 CASE 2 END -I -5.11 -4.92 0.00 1/4-PT 53.04 -2.77 0.00 1/2-PT 75.81 -0.20 0.00 3/4-PT 58.47 2.47 0.00 END-J 4.30 4.67 0.00 96 CASE 3 END -I 241.78 15.86 0.00 1/4-PT 173.03 12.80 0.00 1/2-PT 140.04 9.31 0.00 3/4-PT 252.20 12.46 0.00 END-J 313.67 15.57 0.00 96 CASE 4 END -I 631.64 30.87 0.00 1/4-PT 337.69 27.81 0.00 1/2-PT 200.58 24.32 0.00 3/4-PT 537.94 27.47 0.00 END-J 824.60 30.59 0.00 0.00 0.00 0.00 0.00 0.00 -0.92 0.00 -1.24 0.00 8.75 0.00 12.76 TAYLOR 6 GAINES PAGE 234 PROGRAM: ETABS/FILE:\parking\parkingl. FRM HOAG MEMORIAL HOSPITAL, UNIT: KIPS -INCHES SHEAR WALL STRUCTURE DESIGNED BY UBC-97 FILE NAME: PARKING.DAT BEAM FORCES AT LEVEL 6TH-LW IN FRAME /THREE DIMENSIONAL BAY OUTPUT OUTPUT MAJOR MAJOR MINOR MINOR AXIAL TORSIONAL ID ID POINT MOMENT SHEAR MOMENT SHEAR FORCE MOMENT 96 CASE 5 END -I -232.93 -6.67 0.00 0.00 0.00 -6.60 1/4-PT -73.68 -7.70 0.00 1/2-PT 0.89 -8.96 0.00 3/4-PT -143.69 -7.86 0.00 ENO-J-306.33 -6.80 0.00 96 CASE 6 END -I -622.79 -21.68 0.00 0.00 0.00 -10.61 1/4-PT -238.34 -22.71 0.00 1/2-PT -59.65 -23.97 0.00 3/4-PT -429.43 -22.87 0.00 END-J -817.26 -21.81 0.00 96 CASE 7 END -I 239.62 14.30 0.00 0.00 0.00 8.22 1/4-PT 156.28 11.87 0.00 1/2-PT 115.44 9.22 0.00 3/4-PT 233.07 11.66 0.00 END-J 311.75 14.11 0.00 96 CASE 8 END -I 629.47 29.31 0.00 0.00 0.00 12.23 1/4-PT 320.93 26.89 0.00 1/2-PT 175.98 24.23 0.00 3/4-PT 518.81 26.67 0.00 END-J 822.69 29.13 0.00 96 CASE 9 END -I -234.22 -7.01 0.00 0.00 0.00 -6.93 1/4-PT -77.28 -7.97 0.00 1/2-PT -5.37 -9.02 0.00 3/4-PT -148.79 -8.06 0.00 END-J-307.56 -7.09 0.00 96 CASE10 END -I -624.07 -22.03 0.00 0.00 0.00 -10.94 1/4-PT -241.93 -22.98 0.00 1/2-PT -65.91 -24.03 0.00 3/4-PT -434.53 -23.07 0.00 END-J-818.50 -22.10 0.00 L 55 96 CASE 1 END -I -9.85 -5.35 0.00 1/4-PT 52.84 -2.96 0.00 1/2-PT 77.95 -0.34 0.00 3/4-PT ,62.79 2.34 0.00 END-J 9.24 4.76 0.00 96 CASE 2 END -I -13.05 -5.19 0.00 1/4-PT 49.20 -3.04 0.00 1/2-PT 76.09 -0.48 0.00 3/4-PT 62.86 2.19 0.00 END-J 12.80 4.40 0.00 96 CASE 3 END -I 468.88 24.55 0.00 1/4-PT 260.72 21.49 0.00 1/2-PT 173.66 18.00 0.00 3/4-PT 416.17 20.51 0.00 END-J 607.99 23.62 0.00 96 CASE 4 END -I 1218.11 53.38 0.00 1/4-PT 577.43 50.32 0.00 1/2-PT 289.47 46.83 0.00 3/4-PT 964.50 49.34 0.00 END-J 1588.85 52.46 0.00 96 CASE 5 END -I -446.25 -14.88 0.00 1/4-PT -167.87 -15.91 0.00 1/2-PT -32.28 -17.18 0.00 3/4-PT -300.10 -16.37 0.00 END-J-585.97 -15.31 0.00 96 CASE 6 END -I -1195.48 -43.72 0.00 1/4-PT -484.58 -44.75 0.00 1/2-PT -148.09 -46.01 0.00 3/4-PT -848.44 -45.20 0.00 END-J-1566.83 -44.15 0.00 96 CASE 7 END -I 463.38 22.87 0.00 1/4-PT 245.53 20.45 0.00 1/2-PT 148.90 17.79 0.00 3/4-PT 395.14 19.83 0.00 END-J 602.44 22.28 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.12 0.00 -0.25 0.00 12.69 0.00 19.93 0.00 -11.95 0.00 -19.18 0.00 12.51 TAYLOR & GAINES PAGE 716 PROGRAM: ETABS/FILE:\parking\parkingl. FRM HOAG MEMORIAL HOSPITAL, UNIT: KIPS -INCHES SHEAR WALL STRUCTURE DESIGNED BY UBC-97 FILE NAME: PARKING.DAT BEAM FORCES AT LEVEL 5TH-LW IN FRAME /THREE DIMENSIONAL BAY OUTPUT OUTPUT MAJOR MAJOR MINOR MINOR AXIAL TORSIONAL ID ID POINT MOMENT SHEAR MOMENT SHEAR FORCE MOMENT 96 CASE 8 END -I 1212.61 51.71 0.00 0.00 0.00 19.74 1/4-PT 562.24 49.28 0.00 1/2-PT 264.72 46.63 0.00 3/4-PT 943.48 48.66 0.00 END-J 1583.30 51.11 0.00 96 CASE 9 END -I -449.47 -15.30 0.00 0.00 0.00 -12.08 1/4-PT -170.59 -16.26 0.00 1/2-PT -38.67 -17.30 0.00 3/4-PT -306.35 -16.50 0.00 END-J-589.40 -15.53 0.00 96 CASE10 END -I -1198.70 -44.13 0.00 0.00 0.00 -19.31 1/4-PT -487.29 -45.09 0.00 1/2-PT -154.48 -46.14 0.00 3/4-PT -854.69 -45.34 0.00 END-J-1570.26 -44.37 0.00 Log fr 96 CASE 1 END -I -14.27 -5.55 0.00 0.00 0.00 -0.70 1/4-PT 51.31 -3.16 0.00 1/2-PT 79.31 -0.54 0.00 3/4-PT 67.05 2.14 0.00 END-J 16.40 4.56 0.00 96 CASE 2 END -I -18.54 -5.43 0.00 0.00 0.00 -0.34 1/4-PT 47.31 -3.28 0.00 1/2-PT 77.78 -0.72 0.00 3/4-PT 68.14 1.95 0.00 END-J 21.67 4.16 0.00 96 CASE 3 END -I 405.84 22.16 0.00 0.00 0.00 13.12 1/4-PT 228.87 19.10 0.00 1/2-PT 165.15 15.61 0.00 3/4-PT 371.86 17.54 0.00 END-J 527.90 20.66 0.00 96 CASE 4 END -I 1036.91 46.48 0.00 0.00 0.00 9.18 1/4-PT 495.27 43.42 0.00 1/2-PT 263.40 39.92 0.00 3/4-PT 834.78 41.85 0.00 END-J 1355.49 44.97 0.00 96 CASE 5 END -I -373.57 -12.08 0.00 0.00 0.00 -9.93 1/4-PT -139.31 -13.11 0.00 1/2-PT -20.80 -14.37 0.00 3/4-PT -246.53 -13.82 0.00 END-J-490.31 -12.76 0.00 96 CASE 6 END -I -1004.64 -36.39 0.00 0.00 0.00 -5.99 1/4-PT -405.71 -37.42 0.00 1/2-PT -119.05 -38.68 0.00 3/4-PT -709.45 -38.13 0.00 END-J-1317.90 -37.07 0.00 96 CASE 7 END -I 398.13 20.39 0.00 0.00 0.00 12.50 1/4-PT 214.44 17.97 0.00 1/2-PT 139.71 15.31 0.00 3/4-PT 348.72 16.95 0.00 .,'"--- END-J 518.78 19.41 0.00 TAYLOR & GAINES PAGE 1200 PROGRAM: ETABS/FILE:\parking\parkingl. FRM HOAG MEMORIAL HOSPITAL, UNIT: HIPS -INCHES SHEAR WALL STRUCTURE DESIGNED BY UBC-97 FILE NAME: PARKING.DAT BEAM FORCES AT LEVEL 4TH-LW IN FRAME /THREE DIMENSIONAL BAY OUTPUT OUTPUT MAJOR MAJOR MINOR MINOR AXIAL TORSIONAL ID ID POINT MOMENT SHEAR MOMENT SHEAR FORCE MOMENT 96 CASE 8 END -I 1029.19 44.70 0.00 0.00 0.00 8.56 1/4-PT 480.84 42.28 0.00 1/2-PT 237.96 39.62 0.00 3/4-PT 811.64 41.26 0.00 END-J 1346.37 43.72 0.00 96 CASE 9 END -I -377.97 -12.55 0.00 0.00 0.00 -10.45 1/4-PT -141.62 -13.50 0.00 1/2-PT -27.54 -14.55 0.00 3/4-PT -253.90 -13.90 0.00 END-J-495.63 -12.93 0.00 96 CASE10 END -I -1009.04 -36.86 0.00 0.00 0.00 -6.51 1/4-PT -408.02 -37.81 0.00 1/2-PT -125.79 -38.86 0.00 3/4-PT -716.82 -38.21 0.00 END-J-1323.22 -37.24 0.00 Zs7 96 CASE 1 END -I 1/4-PT 1/2-PT 3/4-PT END-J 96 CASE 2 END -I 1/4-PT 1/2-PT 3/4-PT END-J 96 CASE 3 END -I 1/4-PT 1/2-PT 3/4-PT END-J 96 CASE 4 END -I 1/4-PT 1/2-PT 3/4-PT END-J 96 CASE 5 END -I 1/4-PT 1/2-PT 3/4-PT END-J 96 CASE 6 END -I 1/4-PT 1/2-PT 3/4-PT END-J 96 CASE 7 END -I 1/4-PT 1/2-PT 3/4-PT END-J TAYLOR i GAINES -98.83 -9.84 41.57 52.71 25.46 -121.16 -27.04 31.71 50.34 32.15 1069.87 640.36 371.39 78.74 341.77 2572.29 1645.18 878.61 86.65 829.68 - 855.18 - 597.44 - 286.86 19.91 - 285.46 -2357.60 -1602.26 - 794.08 12.01 - 773.37 1021.11 624.95 357.30 62.07 328.64 HOAG MEMORIAL HOSPITAL, UNIT: SHEAR WALL STRUCTURE DESIGNED -7.11 -4.72 -2.10 0.58 3.00 - 7.32 - 5.16 - 2.60 0.07 2.27 30.13 27.07 23.58 21.71 24.64 63.30 60.24 56.75 54.88 57.82 - 16.69 - 17.72 - 18.98 -19.75 - 18.88 - 49.86 - 50.89 - 52.16 - 52.93 -52.05 27.60 25.18 22.52 21.21 23.67 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 12.12 0.00 9.21 0.00 177.89 0.00 235.84 0.00-148.41 0.00-206.37 0.00 172.68 PAGE 1684 PROGRAM:ETABS/FILE:\parking\parkingl. FRM KIPS -INCHES BY UBC-97 FILE NAME: PARKING.DAT BEAM FORCES AT LEVEL 3RD-LW IN FRAME /THREE DIMENSIONAL BAY OUTPUT OUTPUT ID ID POINT 96 CASE 8 END -I 1/4-PT 1/2-PT 3/4-PT END-3 96 CASE 9 END -I 1/4-PT 1/2-PT 3/4-PT END-J 96 CASE10 END -I 1/4-PT 1/2-PT 3/4-PT END-J MAJOR MOMENT 2523.53 1629.77 864.52 69.98 816.55 - 882.15 - 611.63 - 290.45 15.98 - 292.68 - 2384.57 - 1616.45 - 797.67 8.07 - 780.60 MAJOR SHEAR 60.78 58.35 55.69 54.39 56.84 - 17.56 - 18.52 - 19.57 - 20.09 - 19.12 - 50.74 - 51.69 - 52.74 - 53.26 - 52.29 MINOR MOMENT 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 MINOR SHEAR 0.00 AXIAL TORSIONAL FORCE MOMENT 0.00 230.64 0.00 0.00 -153.29 0.00 0.00 -211.24 58 96 CASE 1 END -I -84.96 -6.66 0.00 1/4-PT -2.64 -4.27 0.00 1/2-PT 42.10 -1.65 0.00 3/4-PT .46.58 1.03 0.00 END-J 12.66 3.45 0.00 96 CASE 2 END -I -116.36 -7.00 0.00 1/4-PT -27.02 -4.85 0.00 1/2-PT 26.95 -2.28 0.00 3/4-PT 40.80 0.39 0.00 END-J 17.84 2.59 0.00 96 CASE 3 END -I 953.68 25.35 0.00 1/4-21 595.90 22.29 0.00 1/2-21 374.77 18.79 0.00 3/4-21 145.75 16.89 0.00 END-J 170.95 19.82 0.00 96 CASE 4 END -I 2097.08 47.93 0.00 1/4-21 1400.55 44.87 0.00 1/2-21 840.67 41.38 0.00 3/4-21 272.90 39.47 0.00 END-J 382.57 42.41 0.00 96 CASE 5 END -I -691.73 -11.35 0.00 1/4-21 -514.00 -12.38 0.00 1/2-21 -291.06 -13.65 0.00 3/4-21 -67.23 -14.43 0.00 END-J-128.81 -13.55 0.00 96 CASE 6 END -I -1835.13 -33.94 0.00 1/4-21 -1318.65 -34.97 0.00 1/2-21 -756.96 -36.23 0.00 3/4-21 -194.38 -37.01 0.00 END-J-340.42 -36.14 0.00 96 CASE 7 END -I 894.34 22.70 0.00 1/4-91 571.67 20.28 0.00 1/2-PT 358.11 17.62 0.00 3/4-21 134.04 16.28 0.00 END-J 161.40 18.74 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 20.13 0.00 19.03 0.00 68.22 0.00 43.91 0.00 -29.18 0.00 -4.87 0.00 61.33 TAYLOR 3 GAINES PAGE 2267 PROGRAM:ETABS/FILE:\parking\parkingl. FRM HOAG MEMORIAL HOSPITAL, UNIT: KIPS -INCHES SHEAR WALL STRUCTURE DESIGNED BY UBC-97 FILE NAME: PARKING.DAT BEAM FORCES AT LEVEL 2ND-LW IN FRAME /THREE DIMENSIONAL BAY OUTPUT OUTPUT MAJOR MAJOR MINOR MINOR AXIAL TORSIONAL ID ID POINT MOMENT SHEAR MOMENT SHEAR FORCE MOMENT 96 CASE 8 END -I 2037.74 45.29 0.00 0.00 0.00 37.02 1/4-PT 1376.32 42.86 0.00 1/2-PT 824.01 40.21 0.00 3/4-PT 261.19 38.87 0.00 END-J 373.02 41.32 0.00 96 CASE 9 END -I -726.92 -12.34 0.00 0.00 0.00 -34.70 1/4-21 -534.71 -13.30 0.00 1/2-PT -299.48 -14.35 0.00 3/4-21 -68.41 -14.88 0.00 END-J-134.59 -13.91 0.00 96 CASE10 END -I -1870.32 -34.93 0.00 0.00 0.00 -10.39 1/4-21 -1339.36 -35.88 0.00 1/2-21 -765.38 -36.93 0.00 3/4-21 -195.56 -37.46 0.00 END-J-346.21 -36.49 0.00 TAYLOR & GAINES STRUCTURAL ENGINEERS 320 NORTH HALSTEAD GREET • SUITE 200 PASADENA, CALIFORN I A S 1 1 O7 (626] 351-6661 FAX (6251 351-5319 sheet Z69 of by ,CL lob no. /0.4-- dohs Oa- 4330 -265* 36.yty "f ,'0, d - 4/2b,Y 11/is= hill =npz= 4705-530t 364f//.33,(2'5- 42974' 14;p2-5232-530t364'4//3340./5=4821x Fps — W Kph 4330 411/26 = 3058,(' 32D9 a-D,4,jt=0.4X/3=D52. Z-/.5 p.SC4,IWile = 0.5(D.s2,r/,5f4/26- /6oft <fp6 / 0 AZ kifr6 = /. o,10,524/5,r4/26 - 92/84'. > /56 rf= W6e✓t sypFs sm 3209 t 2789 433o t4705 4297 - 2853 0.5410.52.r/S.r1297 = /6 75,('< ff5 /DfD,52.r/5r'4297 m 3350,E >Fps 4 /L76 = 3058,Y -9 fps = 2855it /54 Ftick W61Ws1144 rypl e 4330 t 470C t 4705 `f297 = 2530 j 0, 5Ca Z Q.y < 2530,(' AD A7 j!/pf > 2590,(' F1 = 1530 Fa = A ttestN.,7'14g Was 31,09 1271330t47astt17057.1705 42g7-22o9C 0,5AIWp3 -/675K < 2209�" /• O AI lt//3 = 3350K ,) 2249K /93 — 2209,(' Fi /0252 F2 1W: Wilt - 23677 4824 - 20894, 45A.ZH/ps=O,sr0,52y/.5-r4,921 = //8/,(' <Fpr /O eel nits = /6.14524'29 '1W-0 s 37624' >Fir Fp= - 20894' f% C9,r'/8 t 28t33J,t (24'46 t 2y/8) - n/B' t 51/8.+'/6 - tea 2lets Liao GRID E GRID C HOAG MEMORIAL HOSPITAL PRESBYTERIAN, PARKING STRUCTURE SHEAR CONNECTION & DIAPHRAGM SHEAR DESIGN SHEAR SHEAR FORCE LENGTH STRESS (kips) (6) ( 6TH LEVEL 1277 187 6.829 5TH LEVEL 1290 187 6.898 4TH LEVEL 1026 187 5.487 3RD LEVEL 877 187 4.690 2ND LEVEL 556 187 2.973 6TH LEVEL 574 223 2.574 5TH LEVEL 489 223 2.193 4TH LEVEL 414 223 1.857 3RD LEVEL 380 223 1.704 2ND LEVEL 568 223 2.547 6TH LEVEL 1079 187 5.770 5TH LEVEL 1488 187 7.850 GRIDA 4TH LEVEL 1195 187 6.390 3RD LEVEL 1099 187 5.877 2ND LEVEL 599 187 3.203 6TH LEVEL 636 92 6.913 5TH LEVEL 1222 92 13.283 GRID 1 4TH LEVEL 1003 92 10.902 3RD LEVEL 990 92 10.781 2ND LEVEL 777 92 8.446 GRID 7 6TH LEVEL 1180 128 9.219 5TH LEVEL 721 128 5.833 4TH LEVEL 505 128 3.945 3RD LEVEL 316 128 2.469 2ND LEVEL 403 128 3.148 6TH LEVEL 820 92 8.913 5TH LEVEL 1187 92 12.685 GRID 12 4TH LEVEL 998 92 10.848 3RD LEVEL 965 92 10.489 2ND LEVEL 948 92 10.304 SHEAR REBAR SCHEDULE (SHEAR CONNECTION) 4V„ #4©9 22.400 19.040 04012 16.800 14.280 #4016 12.800 10.710 04024 8.400 7.140 14036 5.600 4.760 SHEAR REBAR SCHEDULE (DIAPHRAGM SHEAR) Vs 4V„ #409 8.050 16.000 20.442 84012 8.050 12.000 17.042 #4016 8.050 9.000 14.492 #4024 8.050 6.000 11.942 #4038 8.050 4.000 10.242 NOTE: SHEAR STRENGTH IS BASED ON ACI 318-95. COEFFICIENT OF FRICTION IS TAKEN AS 1.4 FOR CONCRETE PLACED MONOLITHICALLY. 6/ SHEAR DISTRIBUTION SHEAR FORCE AT EACH WALL WALL 12 WALL 16 r pO N N Y m 40 Cl tis Y 0 N 0 m0 O CO N 0 in N W r 0 N COO O ^V m SHEAR DISTRIBUTION W Encl. ag<m 0 0 N . 0 0 CO N O O WtVV r N C1 m O 1.. 0 y p m p r ; 0 pp 6 el 0. W o cc co 01 ` j 6 W 2- N A g 3 r . Y 0 s LL O m 0 0 N.. O E r ' I Y W n 0 ou 0 K $ CO r W W W 0 0 0 W W tow1 R $ n ah O 40 i ys re 0, (N'1 N N N ` iy 01 0 N N N O 0 y .21 O S W 0 0 0 CD 0 0 b m p 0 0 0 0 N e CVn e�!i m of i I CO F a 8 3 0 IN- . N 0 m INO N 71< CD m n 0 S o — J 6 3 u r • CO W 1.0 0 S < CD CO 0 ccN O 0 0co r ro m EEEEE up VI €•In p W 0 0 0 O 0 m 0 m C a 0 r 40 m N_ 0 cc 40 O SHEAR FORCE AT EACH WALL DIAPHRAGM a.mWs-0 h V G Cl O m CM N 0V h r N O h W m m 0 N N Oy pm 0, N N N N 0 0 40 m CO m 8 91 h CO 0 n a S 2.3 0' 0) 10 p • 0; 0 0 0, q 0 N 0) 0 N N ft. 10. r 2 6 0 WR 0 CO 0 INn cc.$ N an A F. co 5- 0 8 0 0 c n n J G S. o IN 3 fe G N 0 — la it z a O 0 0 CO < CO in S m 2 N 0 N N p N 0 Y 3 �? r r W K 6 CM W tl 0 N N al o — q6 in Y 1. 0 3 CO . EE A H -ES TAYLOR & GAINES STRUCTURAL ENGINEERS 320 NORTH HALSTEAO STREET • SUITE 200 ��. PASAOENA. CALIFORNIA 91107 (818) 351-8881 FAX (8181 351.5319 sheet 242 of by ,Yt job no. /595 date r aim/ de,garzeoLdest- stk 8 eta Level Ame ynd 2 to and //: /I,4x - 45e/a .r•/t T 24'C-sue in) ` 58 x Co ressiv/t due t0/oreri7 tied iced c /2LW..5.94162tiovo/n = 79,(' T-,r-c-36a-79-279,c 45- 9�'ba `S/7.sr' axe 6-#9 4,=6A Goefierriar: 4_ 3i8-7.02/1,2 sett 6-I/o 4s=76e ih2 A.95.t8o F/n fhd / or 4-the // to 4j/2 Msmx - 2o066 (: ft 92 /04 2 elf r. 9d do = /. 93 %k cofres5/1r1 /8 As 2/8 -14 $ 3rd. /ode/ /26,Y4 39 /4 276 /24,40.40 T 2/8- //t - /o4,C ale 2-#9 As-eait2 -42742 ACE 4-#/6 3-6:o84t2 Firs 47a 2 to Crrid // , Ma' - ¢4-27o,eitt 4S27.0 Tj = 2.1'(46 ne) 35¢ As- o.2fd6o go9/,r2 G-79.(' T-351-79-276't 4t74 6 -09 = b.0oir 2 corsm/i+ Al - 0.85r60 - 6 9442 are 6-Al/0 4s = 762,42 Fite Lhd / to 4rhd 2, or /r/id // to 4-12,4 Aug = /972o ,C. ft �- /9720 /= 92 Is - lap /.852 Arad G = //¢.' T= 2/4 -/it = /2,04, /. iz 2--f9 4s=200at aoryref64'4: A,= 085X60 4.2oi/�` /6se 4-AA1=so8irr2 TC TAYLOR & GAINES STRUCTURAL ENGINEERS 320 NORTH HALSTEAD STREET • SUITE 200 P A S A D E N A. CALIFORNIA 9 1 1 0 7 (818) 351-8881 FAX (018) 351-5318 sheet t64 of by .('L Job no. /99.5 Bete 2/re L sJ /tipsy 4ta 2 t0 t/iq% T 32767 Yl46 tie) 3D3 2, Mawy — 58767 K ft Ga79f T—.30,9-79--- 224.( ass, 5-41f 4 =5oo,12 Coax ressa 9s - o6D6 - 5.fit 44 LGJL 6-i�Ao %= 6.9.5. F/oae &r t / to !r/jAp o` 4/uG // to f itt /2. Mara%=/4/60Wft r— /4/6, /544 � 92 4s = #. 6o 0.7f%F 2 G— //1K 7—/5t—/i4=40 reJ.t/Oss �s a o a5 '60 3.02 i/�Z ase 2-4%9 /Ism?Do 6La use 5- do qs- .98/irc2 L d¢ 553. 384.41 illr --;_i_ 1.J_i.l Solution: LC 1 6TH LEVEL Member Shear Forces. K 812.21 lI l Mint r - _4�IIII�u 77:9¢RL -1100.78 L 4,55 aioes,(fr -3.3350+44 387e+4 Solution: LC 1 fiTH LEVEL Member Bending Moments. K-ft �Ll-i. �"41111111 11l[i1111 -UM ati -1.181 +4 -r25ii9S4 L 66 L. -5-454 +15 22gp4 Solution: LC 6 6TH LEVEL+T Member Bending Moments. K-ft )4nIuii11__11L11'HAND11 ;° +4 -2 65f St+4 0 L67 474.99135.41 ji 1 Solution: LC 6 6TH LEVEL+T Member Shear Forces, K 743_21 11 l i1TrT1,. -1179.79 -6 L Ai 7 re 634.968 445-41 1-rr,-., Solution: LC 11 6TH LEVEL-T Member Shear Forces, K "IL 882.21 1 II1TTrrllrrr_ —1019.79 —491-4 3 L 69 r ,¢,gtefr -3.066e+4 Solution: LC 11 6TH LEVEL-T Member Bending Moments. K-ft 4814.118 1 J �,....4 41111i << lII In21P J.�+^'-1.855e+4 -1 879e+4 L 7a 1 1 e+ O8.302 I 1-1 Solution: LC 2 5TH LEVEL Member Shear Forces. K 512.702 iirrn -580.298 L�l -8 -1084 L 7/ .1141111111 4 -4.746e44 Solution: LC 2 5TH LEVEL Member Bending Moments. K-ft 1. 1.1 -4 367e 44 9e+4 0 m��uW-• -1.777e+4 L 72 953 9 162 044 415.644 TT rrr.-_ -721.356 Solution_ LC 7 5TH LEVEL+T Member Shear Forces. K -8� 1167 L 73 27789Kit� 1 4:323eI4 Solution: LC 7 5T1-1 LEVEL+T Member Bending Moments. K-it 1.- -6.278e+4 ,uw" • 1.828e+4 -6 044e+f4 338e+4 L 74 122 1024.623 645_323 Carr �r-r -500.677 Solution: LC 12 5TH LEVEL-T Member Shear Forces. IC -4111414 -7 L 75 /26 :7,2nm a/19*YKft 2.276e+4 2539.751 1. -3.107e+4 /56.58' -35790 496+4 = i7940 y 3i87a = 4E8,e.r ft Solution: LC 12 5TH LEVEL-T Member Bending Moments. K-ft 1.59e+4 L 76 899 ea. 50_04 I Timm Solution: LC 3 4TH LEVEL Member Shear Forces, K 304.04 171n -401.96 e. 1 -7tfl%25 2 77 Solution: LC 3 1TH LEVEL Member Bending Moments, K-ft 1 -4.411 a+4 1 1 _1 _ -1.531 e+4 4 068e+4 -34642 68 2 78 216954-pi 11 it 3 -5.584e+4 Solution: LC 8 4TH LEVEL+T Member Bending Moments, K-ft 1....— . _l1g8� 5II1I8 �0: 2e+4 -4 684e+4 L 79 796.OF47Am C r 1 tr Solution: LC 8 4TH LEVEL+T Member Shear Forces. K 231.04 -_11_'4j-1411«1.1,� -504.96 -46= -e L 80 , 003. J&4.04 378.04 . -297.96 Solution: LC 131TH LEVEL-T Member Shear Forces. K -c"''Ll1! JJJ 11111 -70,��5, 1.517e+4 -154‘498I Solution: LC 13 4TH LEVEL-T Member Bending Moments. K-ft 1 -3.32e+4 11 ..l -3 486e+4W868 68 -1.398e+4 L 82 904 968. l - 168.046 , � T,1 i l�l?r7 _ �. ,i9ll --�� { .u1111111 -230.954 Solution: LC 1 3RD LEVEL Member Shear Forces, K -4r 4 -7 '85 L tt9 -1: 4 -4.527e+4 -4 388e+4 Solution: LC 1 3RD LEVEL Member Bending Moments. K-ft Jr. -a 521e+4 -1.512e+4 84 8 2e+489.846 Y TT. . 1,I1rrr� Solution: LC 9 3RD LEVEL+T Member Shear Forces. K 109.046 -315.954 -51 -83r97a5 L 85 i665.9.('" ll Solution: LC 9 3RD LEVEL+T Member Bending Moments. K-ft t -5_39e+4 -4 3454+4 11 11_I_ �1 1. i -7.62e+4 -3 827e+4 2* 9 994159.846ii Solution: LC 113RD LEVEL-T Member Shear Forces. K 229.e46 ...,.I11. -145.954 �ll1.111.J -71 8a4 287 1.611 a+4 rti `#TI_j- Solution: LC 11 3RD LEVEL-T Member Bending Moments. K-ft 1 -3.728e+4 1 -3 888e+4 1 1 a+4 -3 21e+4 ?OP6PKft 14 Solution: LC 5 2ND LEVEL Member Bending Moments. K-ft lJ -5.0610+4 -4 463e+4 0 I I ji�11191 e+4 -3 504e+4 7 7 0 ( 4.016 T-r11-r7TTr 124.816 -357.184 Solution: LC 5 2ND LEVEL Member Shear Forces. K A 90 67110%8.016 I, FI ITTi7....+� Solution: LC 10 2ND LEVEL+T Member Shear Forces. K 66.816 1_L� l'a -403.184 -82 8 Z9/ -4.225e-44 Solution: LC 10 2ND LEVEL+T Member Bending Moments. K-ft 1 -5.854e+4 -5 02e+4 0 j(lu L �) -1.588e+4 -3 8e+4 L 92 777.0U4.016 166.816 .11i -297.184 Solution: LC 15 2ND LEVEL-T Member Shear Forces, K L 93 /gje3 4,8771= 5373/e ft N /5.4. SA' 87/Jtft =z� -4- 14 -4.4140+4 -4 078e+4 = 44/40 -5373= 38767(fi Solution: LC 15 2ND LEVEL-T Member Bending Moments. K-ft -3 230+4 0 -1.4160+4 L 9¢ V F re 0 Z a z 4 e m W a O. = Z ay 0 re o Q Qa Q =c SHEAR DISTRIBUTION SHEAR FORCE AT EACH GRID DIAPHRAGM + m 0 m m bm A N Q y O coN O ` 0 •G Y Y '0 P C 0 N A N N O o N N N N O ` 0 v N N N y P O O m m N N -cit VI #• y J Y O 0 O h 3 m _ J S 3 0 .s00 SHEAR DISTRIBUTION FORCE AT EACH GRID NN N o co m o o m m a y 7 0 CO N o Cr Y m O 0 N O. % N 0 Q P P 'D N Y Y< 2 0 5 m mm (1 N0 N p h a N N O A N y N N N O n 0 N N N 0 N N N m y p N p f f�.^ O A N O Ol C O N N 3 0 Q2 r 0 0 O. O Q^ 0 0 0 b O ei N N m- N N Y N N m 0 N 0 o S 0$ J a 3 R._ g 3 = 3 Jm J 6 0 0 "' 0) O 3 w N S m a a 2 2 n 0 O M o m Q: 'p° 0 m m b oy m 4 re O: $ °D 0 n o m £ Z 2% m 0 (01 N N y 2 lN'f m N N N a 2 0 m 0 N N m S 0 g ul Ts o 0 0 E 8 a e q p yyo 0 0 A A A 0 f p O I. n n 0 O i O n 0 CO 0 G O O CO 0 0 CO 0• 2 0 0 0 O ti 0 0 0 0 0 O o e o i o x E 3 1, O O O O N 4. 0 0 0 O40 NCO U�U q 0 0 yO� N0 ON O 0 2 0 V) m m 03 O S 0 0 m 0 0 p 2 m M co co • O S se I O. N 0 0 V y m �' n a D I. O 0 N. tO 03 0 C 0 .� Gi A ti- m N re,- Zn 8 N '? N. n N 8$ 8 8 N N > > g + ` S < v 0 o$ wmi N CI O °d m r`� .on o g<$ m$ g `a $ 0 m 0 O b J K i2 m 1. m 0 N K 'Z2 •A- 0 f y L 3 �= u 3 1 •• e £ 5 m Cj h V m 6 X X j G n w ,^ • m N O n j 0 I g ,§ m 0 j 0 e. a N o $ a b S < rc 2 I N N S Q C a m 0 0 N 7 : C 3 0- N m N ; a 3 M e i E c N JN pp N p eg _O J C. Y Ncsi n 0 r J R' 8 N r Q Q J C. iZ N N co 0 0 Y 2 3 `� 3 3 u € € v S m am o�chr- J; oO I. pp 8�pp pp J n` Fi W m h j re O 0 P r 0 I. 2 N N O p y0j 3 3 3 = -ES TAYLOR & GAINES STRUCTURAL ENGINEERS 320 NORTH HALSTEAD STREET • SUITE 200 P A S A O E N A, CALIFORNIA 9 1 1 0 7 (819) 351-8881 FAX (818) 351-5319 sheet 2 45 of by ,CG job no. /39S date 5t%- 6 t% %ere/ En -At 47.4d 2 to 4St 223 /58 if / z 45/— R9X60 2`J3//G /'!qua' — 35i9D,Ytt /5-n /In` 0.8sr'60a3. 474 Fiat Li/r.4 4 io j D -to E Nast /9s10 (ft T- /954A7/0 - /o¢,( As— ya /•9gi/i= 4* 13xi Lelia ,! /04 z rl rz - 0.03-00 2,09 FAom Cry 6 to Cre D 4n4t - 27453 ,t ft T lily-/23,r 4/- o,9,16o - 2,28/42 f�sa = O. X60 241i/G s r,va 4-i j 4 to 6 B to E, T= SA a-844 /87 /19 09X6o /sd az At,"-/564f¢Yff tie 4-#9A-40ois /ea 3-49 4$-3,00/L2 Zse 4-fe, L/s-4VD/4z /fie e-ff. ifs =201942 -ES TAYLOR & GAINES oft /q6 of STRUCTURAL ENGINEERS 320 NORTH HALSTEAD STREET • SUITE 200 �-� PASADENA, CALIFORNIA 91107 job no. /39.� (818) 351-8851 FAX (818) 351-5319 by .t2 dote Nlx�x — 97#5 / ft 44— osTi,friao o.1,4 z Mot &hi A tel. P E , /l4W —7427Kft T= 7427 40,(' A! O4t0irdrO,74.4Z f�sr = 0 0.7ffas £se 2-#9 As=eat 1 97 1031 996 646.688 429.446 Solution: LC 1 6TH LEVEL Member Shear Forces, K 98.896 -""1 LI -527.554 -7 -1.13e+3 98 -2.877e+4 Solution: LC 1 6TH LEVEL Member Bending Moments. K-ft -2.695e+4 791.168 J_LIL uiuu -1.688e+4 e kx L 99 1078 996 693.688 I C r', Solution: LC 6 6TH LEVEL+T Member Shear Forces. K 477.446 1"Ft n-.- "il -1/441��1_ll 480.554 -6r 98.696 -1082.104 L /oo 592.259 I-��1.522e+4 -2.478e+4-2.472e+4 Solution: LC 6 6TH LEVEL+T Member Bending Moments. K-ft 791.161 1PP " e Zia/ 985 996 Ti 600.688 II III Solution: LC 11 6TH LEVEL-T Member Shear Forces, K 381.446 {ITT,- �.L-L-!-1-111_1 -573.554 - -7 98.896 -1178_104 AFtY //SOf K�' ail 11 -3.285e+4 Solution: LC 11 6TH LEVEL-T Member Bending Moments. K-ft -2.926e+4 791.168 -1.695e+4 L io3 1394 048 1015.202 [ TF Trrrrmt Solution: LC 2 STH LEVEL Member Shear Forces. K 413.648 -A t r r. -139.352 -7 97.248 • -1.12e•3 1.833e+4 '1=4.15ail L11_ Solution: LC 2 5TH LEVEL Member Bending Moments. K-ft 1 -2.388e+4 -2 69e+4 �� /6/83123d80 a 34065A74" _ 377.986 0 1.597e+4 1467 948 1088.634 T'- 488.654 JThrm-- -67.346 Solution: LC 7 5TH LEVELtT Member Shear Forces. K 97.36 -1046_64 L /46 Mati-L ,r27z4o-47s5• •Ns4DMir 64.6.9 2 774 e /1' +4 4733.351 jr -L1J ]j11111 Solution: LC 7 5TH LEVEL+T Member Bending Moments. Kit —778_88 -1.4650+4 -2.351e+4 1' ♦ Atey — //6gD t 25676 — S679D deft Itz x L/07 1 32e+3 941.644 n • Solution: LC 12 5TH LEVEL-T Member Shear Forces, K 338.562 -211.438 97.12 -81 r • -1192.88 Lio8 8812.894 -2.811 e+4 -30509.93 Solution: LC 12 5TH LEVEL-T Member Bending Moments. K-ft 776.881 jjr e -1.729e+4 Ai 1128 952 828.03 rTfi _ 346.858 j[llTTITITTrr�_ -97.144 -.0 Li-11 Solution: LC 3 4TH LEVEL Member Shear Forces. K 1 77.78 -880.24 16539.65 .n, l,1141 Solution: LC 3 9TH LEVEL Member Bending Moments. K-ft l� ll.� -1.805e ��7.25e+4 -2.08e+4 622.081 • Itz X 1194 952 892.03 1 ll t_rr1_ 413.856 m I rrTTrr._ fl1T .. -31.144 Solution: LC 8 4TH LEVEL+T Member Shear Forces. K L1 �_jJ_l l L 77.76 + -812.24 L//2 25115.65 6332.812 X25//6 = /3958.Cft ad .622.081 rile X25//6 —6993 2.= /564447t Solution: LC 8 ITH LEVEL+T Member Bending Moments. K-ft -1.8'-" ew f-1.127e+4 -1.7720+4 Here = /7953 ?/SflC a 27435K't n L 1062.952 760.03 f �} 277.856 of _ I I �~t ITy-_ rl'T-r.- , I it?, atiu1L 163.744 -645. Solution: LC 131TH LEVEL-T Member Shear Forces. K 77.76 . -948.24 1X 7963.651 622.081 a- �o 11 Solution: LC 13 ITH LEVEL-T Member Bending Moments. K-tt -2.283e+4-2.409e+4 -1.372e+4 0 Z 1040 388 776.496 321.438 �11TTfrnrr, -__ sr, -29.662 Solution: LC 4 3RD LEVEL Member Shear Forces. K 11L_JL -484 6'2-- 67.888 -749.112 TeX 1.822e+4 [rrr 2865.815 LIILI� -tar*-1.725e+4 Solution: LC 1 3RD LEVEL Member Bending Moments. K-ft 643.104 4 -1.0560+4 2//7 1098 988 • 834.496 Minn 388.438 Solution: LC 9 3RD LEVEL•T Member Shear Forces. K 67.888 r • —690.112 2.671e+4 9.31e+3 rr..._, j Jr.11111,I..a11 -1. Solution: LC 9 3RD LEVEL+T Member Bending Moments, K-tt i• 11:11111 543.104 4-1.467e+4-9438_4 UMW //9 982-988 7r18_4T96 11IIrrint,„ Solution: LC 1 4 3RD LEVEL-T Member Shear Forces. K 261.438 -87.662 .L[1 67.888 • -809.112 lex L /20 1.167e+4 11. Solution: LC 14 3RD LEVEL-T Member Bending Moments, K-ft TITEL�I1--�r` 543.104 -1.16,r.4e+4 -1.837e+4_2 01e+4 L/2/ 576 996 I326.868 1 Srrrrh- Solution: LC 5 2ND LEVEL Member Shear Forces. K 544.602 1 L 64`208 -435.398 -467.792 ZX 2/2.2 76o3-/ne 7502.715 gut -ran— — (1h�,ryIllilw+T. -3854.788 Solution: LC 5 2ND LEVEL Member Bending Moments, K-ft af' � 6640 -7076-5655.44Nay — /7>2 f.Sd 27K ZX L ies 698 996 346.868 I t1l Ttr, Solution: LC 10 2N0 LEVEL+T Member Shear Forces, K 567.602 -413.398 64.208 On- • -444.792 nit 4$711..posse) — 392¢.0 ft 1.038e+4 �,7 -333183 _ ICC�nu� ,.L,.U_1J tM r,,8: -1815.909 -14,1 1 Solution: LC 10 2ND LEVEL+T Member Bending Moments. K-ft -41 _513.664 r l-6383 `l% 1'µ Hoot- nil ,'aM— nag Arft Zx 553 996 Ii r 303.668 II IThrr. Solution: LC 15 2ND LEVEL-T Member Shear Forces. K 520.602 -458.388 -491.792 L /24 4494.715 328.133 -6003 315 Solution: LC 15 2ND LEVEL-T Member Bending Moments. K-ft 513.664 r. .0 it J -60 7.44 -7.85e+3 TAYLOR & GAINES STRUCTURAL. ENGINEERS 320 NORTH HALSTEAD STREET • SUITE 200 PASADENA. CALIFORNIA 91107 (9181 asi-ea91 FAX (919) 351-5319 Job no. /89-5- sheet Gi27 of by Ci date Drat /cora Imas — 6.89847/ 6.ape d(5d/8128)-8?8--'11oe6.(' efaX fro 386.51_ I rim) 698 6.89.crOgietla>}4 — _2e9,Y9( 120 2 3 244 - 3,4 Love 4690,28—/8/ 32< S 6 7 lea -4410 XI" 5 6 7 /0 t69oXl'74 t28J -}2/—/32AnK 7 8 f /4 // /1 rr TAYLOR & GAINES STRUCTURAL ENGINEERS 320 NORTH HALSTEAO STREET • SUITE 200 PASAOEN A, CALIFORNIA 91 1 07 (818) 351-8881 FAX 1818) 351-5319 sheet G /29 of by fez Job no. /396 date ea - d r% Levtl gas - 227441.1 2.slfxl-014+2e)—25--X•i.0 / 2 3 4 6 6 2.S74iMfra f2!) -f-$$ — -123 956.( 7 A 9 YJ i2 TC TAYLOR & GAINES STRUCTURAL ENGINEERS 320 NORTH HALSTEAD STREET • SUITE 200 , - PASADENA, CALIFORNIA 91107 (816) 351-8881 FAX (1318) 351-5319 sheet G /29 of by C/ Job no. /s95 nets - 4tk LGYGL 7s5722 s.t• 6 � z a -- K/f 7837(2895.//6)-569— 2979( 7sS,f( .62 '/B) I56f --6e.6K Z J 4 5 6 7 B 9 796-4es7`7(24 — •••296.4K 8 // /2 -ES TAYLOR & GAINES STRUCTURAL ENGINEERS 320 NORTH HALSTEAD STREET • SUITE 200 /0"--- PASADENA. CALIFORNIA 91107 (818) 351.8881 FAX (818) 351-5319 sheet L/3D of by ,t'G lob no. date r eba 44-64 Zile/ lea- /3. 285,e9 Ind - .9toe Level /S. 2834:16 -/222- -6/O. 9,921t' bite /6.76/.41/ D /o. */rf6 - A7o - -faf 9944- do a 7.9140 /2 o9 TC TAYLOR & GAINES STRUCTURAL ENGINEERS 320 NORTH HALSTEAD STREET • SUITE 200 P A S A O E N A, CALIFORNIA 8 1 1 0 7 (818) 351.8881 FAX (818) 351-5319 shoot L /Pi o1 by /et job no. i date Gruel. 7 4il -6tk Levee E ca.- 3r.G Level D Gay= Qg9 r3".029 Ay i5.oasd96-69/. a5S.0 6 fir— r 3672'el 36724116 •• /58. We( C 4 4 c G9K9Xbc L /3't? />S1/b9/tad Z C f TAYLOR & GAINES STRUCTURAL ENGINEERS 320 NORTH HALSTEAD STREET • SUITE 200 PASADENA, CALIFORNIA 91107 (818) 351.8881 FAX (818) 351-5319 sheet/i2 of by YG Job no. /396 dots einei 2✓1-414Lela 1su0— /2.685A39 /Y.G45X26 = S.912:9/ 32t —929,a/K L /OS STABS 6.1 HOAG MEMORIAL HOSPITAL, UNIT: KIPS -INCHES SHEAR WALL STRUCTURE DESIGNED BY UBC-97 FILE NAME: PARKING.DAT $ CONTROL DATA $ 1 1 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 77 1 1 1 0 10 25 3 2 3 4 0 3 1 0 2 0 0 0 1 1 386.4 0.0001 $ AUTOMATIC CALCULATION OF STORY MASS $ STORY DATA 6TH-HI 11.334 0 6TH-01 11.333 0 6TH-02 11.333 0 6TH-03 11.333 0 6TH-04 11.333 0 6TH-05 11.333 0 6TH-06 11.333 0 6TH-LW 11.334 0 6TH-07 11.333 0 6TH-08 11.333 0 6TH-09 11.333 0 6TH-10 11.333 0 6TH-11 11.333 0 6TH-12 11.333 0 5TH-HI 11.334 0 5TH-01 11.333 0 5TH-02 11.333 0 5TH-03 11.333 0 5TH-04 11.333 0 5TH-05 11.333 0 5TH-06 11.333 0 5TH-LW 11.334 0 5TH-07 11.333 0 5TH-08 11.333 0 5TH-09 11.333 0 5TH-10 11.333 0 5TH-11 11.333 0 5TH-12 11.333 0 4TH-HI 11.334 0 4TH-01 11.333 0 4TH-02 11.333 0 4TH-03 11.333 0 4TH-04 11.333 0 4TH-05 11.333 0 4TH-06 11.333 0 4TH-LW 11.334 0 4TH-07 11.333 0 4TH-08 11.333 0 4TH-09 11.333 0 4TH-10 11.333 0 4TH-11 11.333 0 4TH-12 11.333 0 3RD-HI 11.334 0 3RD-01 11.333 0 3RD-02 11.333 0 3RD-03 11.333 0 3RD-04 11.333 0 3RD-05 11.333 0 3RD-06 11.333 0 3RD-LW 11.334 0 3RD-07 11.333 0 3RD-08 11.333 0 3RD-09 11.333 0 3RD-10 11.333 0 3RD-11 11.333 0 3RD-12 11.333 0 2ND-HI 11.334 0 2ND-01 11.333 0 2ND-02 11.333 0 2ND-03 11.333 0 2ND-04 11.333 0 2ND-05 11.333 0 2ND-06 11.333 0 2ND-LW 11.334 0 2ND-07 11.333 0 2ND-08 11.333 0 2ND-09 11.333 0 2ND-10 11.333 0 2ND-11 11.333 0 2ND-12 11.333 0 1ST -HI 11.334 0 1ST-01 11.333 0 1ST-02 11.333 0 1ST-03 11.333 0 1ST-04 11.333 0 1ST-05 11.333 0 1ST-06 11.333 0 $ MATERIAL PROPERTIES 1 C 4415. 0.2 0.150/1728 .150/1728/386.4 0. 60. 6. 2 W 4415. 0.2 0.150/1728 .150/1728/386.4 0. 60. 6. 3 C 4415. 0.2 0.150/1728 :150/1728/386.4 0. 60. 6. $ COLUMN SECTION PROPERTIES 1 RECT 1 24.0 24.0 $ EXTERIOR RC COLUMN 2 RECT 1 24.0 36.0 $ INTERIOR RC COLUMN $ BEAM SECTION PROPERTIES 1 RECT 1 33.50 2.50 16.0 $ RC BEAM 2 RECT 1 33.50 2.50 28.0 $ RC BEAM 3 RECT 1 49.50 2.50 24.0 $ RC BEAM $ FLOOR PROPERTIES 1 MEMB 3 5.000 5.000 5.000 $ 5-INCH SLAB 2 MEMB 3 5.000 5.000 5.000 $ 5-INCH SLAB 3 MEMB 3 5.000 5.000 5.000 $ 5-INCH SLAB 4 MEMB 3 5.000 5.000 5.000 $ 5-INCH SLAB $ SHEAR WALL PROPERTIES 1 MEMB 2 12.0 12.0 12.0 2 MEMB 2 30.0 30.0 30.0 3 MEMB 2 24.0 24.0 24.0 $ SPRING PROPERTIES 1 LINEAR 1.E10 1.E10 1.E10 1.E10 1.E10 1.810 $ MODEL DIFF. LEVEL OF BASEMENT $ FRAME DATA THREE DIMENSIONAL BUILDING FRAME 1 123 96 105 129 0 2 1 0 5000 0 0 $ COLUMN LINE COORDINATES 1 .000*12. .000*12. 90. 2 18.000*12. .000*12. 90. 3 32.000*12. .000*12. 90. 4 46.000*12. .000*12. 90. 5 64.000*12. .000*12. 90. 6 82.000*12. .000*12. 90. 7 100.000*12. .000*12. 90. 8 118.000*12. .000*12. 90. 9 136.000+12. .000*12. 90. 10 154.000*12. .000+12. 90. 11 172.000*12. .000*12. 90. 12 188.500*12. .000*12. 90. 13 205.000+12. .000*12. 90. 14 223.000*12. .000*12. 90. 15 .000*12. 18.000*12. 90. 16 18.000*12. 18.000*12. 90. 17 32.000*12. .18.000*12. 90. 18 46.000*12. 18.000*12. 90. 19 64.000*12. 18.000*12. 90. 20 82.000*12. 18.000*12. 90. 21 100.000*12. 18.000*12. 90. $ CONCRETE $ RC SHEAR WALL .2 i. 22 118.000*12. 18.000*12. 90. 23 136.000*12. 18.000*12. 90. 24 154.000+12. 18.000*12. 90. 25 172.000+12. 18.000*12. 90. 26 188.500*12. 18.000+12. 90. 27 205.000*12. 18.000*12. 90. 28 223.000*12. 18.000*12. 90. 29 .000*12. 44.000*12. 90. 30 18.000*12. 46.000*12. 90. 31 32.000*12. 46.000*12. 90. 32 46.000*12. 46.000*12. 90. 33 64.000*12. 46.000*12. 90. 34 82.000+12. 46.000*12. 90. 35 100.000*12. 46.000*12. 90. 36 118.000*12. 46.000*12. 90. 37 136.000+12. 46.000*12. 90. 38 154.000*12. 46.000*12. 90. 39 172.000*12. 46.000*12. 90. 40 188.500*12. 46.000*12. 90. 41 205.000*12. 46.000*12. 90. 42 223.000+12. 45.000+12. 90. 43 .000*12. 64.000*12. 90. 44 18.000+12. 64.000*12. 90. 45 32.000*12. 64.000*12. 90. 46 46.000*12. 64.000*12. 90. 47 64.000*12. 64.000*12. 90. 48 82.000*12. 64.000*12. 90. 49 100.000*12. 64.000*12. 90. 50 118.000*12. 64.000*12. 90. 51 136.000*12. 64.000*12. 90. 52 154.000*12. 64.000*12. 90. 53 172.000*12. 64.000*12. 90. 54 188.500*12. 64.000*12. 90. 55 205.000*12. 64.000*12. 90. 56 223.000*12. 64.000*12. 90. 57 .000*12. 82.000*12. 90. 58 18.000*12. 82.000*12. 90. 59 32.000+12. 82.000*12. 90. 60 46.000*12. 82.000*12. 90. 61 64.000*12. 82.000+12. 90. 62 82.000*12. 82.000*12. 90. 63 100.000*12. 82.000*12. 90. 64 118.000*12. 82.000*12. 90. 65 136.000*12. 82.000*12. 90. 66 154.000*12. 82.000*12. 90. 67 172.000*12. 82.000+12. 90. 68 188.500*12. 82.000+12. 90. 69 205.000*12. 82.000*12. 90. 70 223.000*12. 83.000*12. 90. 71 .000*12. 110.000*12. 90. 72 18.000*12. 110.000*12. 90. 73 32.000*12. 110.000*12. 90. 74 46.000*12. 110.000*12. 90. 75 64.000+12. 110.000*12. 90. 76 82.000*12. 110.000*12. 90. 77 100.000*12. 110.000*12. 90. 78 118.000*12. 110.000*12. 90. 79 136.000*12. 110.000*12. 90. 80 154.000*12. 110.000*12. 90. 81 172.000+12. 110.000+12. 90. 82 188.500+12. 110.000*12. 90. 83 205.000+12. 110.000*12. 90. 84 223.000*12. 110.000+12. 90. 85 .000*12. 128.000*12. 90. 86 18.000*12. 128.000*12. 90. 87 32.000*12. 128.000*12. 90. 88 46.000*12. 128.000+12. 90. 89 64.000*12. 128.000*12. 90. 90 82.000*12. 128.000*12. 90. 91 100.000*12. 128.000*12. 90. 92 118.000*12. 128.000*12. 90. L /M 93 136.000*12. 128.000*12. 90. 94 154.000*12. 128.000*12. 90. 95 172.000*12. 128.000*12. 90. 96 188.500*12. 128.040*12. 90. 97 205.000*12. 128.000*12. 90. 98 223.000'12. 128.000'12. 90. 99 0.0001.12. 39.000*12. 90. $ STAIR DOOR 100 145.000*12. 0.000*12. 90. $ SHEAR WALL CONNECTION 101 118.000*12. 59.500*12. 90. $ SHEAR WALL OPENING 102 118.000'12. 68.500*12. 90. $ SHEAR WALL OPENING 103 118.000*12. 72.000*12. 90. $ SHEAR WALL OPENING 104-13.000*12. 39.000*12. 90. $ STAIR 1 105-13.000*12. 44.000*12. 90. $ STAIR 1 106-13.000*12. 60.000*12. 90. $ STAIR 1 107 0.000*12. 60.000*12. 90. $ STAIR 1 108 118.000*12.-12.000*12. 90. $ STAIR 2 109 136.000'12.-12.000*12. 90. $ STAIR 2 110 144.000*12. -12.000'12. 90. $ STAIR 2 111 144.000*12. -22.000'12. 90. $ STAIR 2 112 156.000*12.-22.000*12. 90. $ STAIR 2 113 168.000'12.-22.000*12. 90. $ STAIR 2 114 148.250*12.-12.000*12. 90. $ STAIR 2 115 156.000*12.-12.000*12. 90. $ STAIR 2 116 163.750*12. -12.000'12. 90. $ STAIR 2 117 168.000*12.-12.000*12. 90. $ STAIR 2 118 172.000'12.-12.000*12. 90. $ STAIR 2 119 151.750'12.-12.000*12. 90. $ STAIR 2 120 160.250'12.-12.000*12. 90. $ STAIR 2 121 223.000*12. 44.900'12. 90. $ ADD. COLUMN LINE 122 217.000*12. 64.000*12. 90. $ ADD. COLUMN LINE 123 223.000*12. 83.100'12. 90. $ ADD. COLUMN LINE $ BEAM BAY CONNECTIVITY 1 2 16 2 16 30 3 30 44 4 44 58 5 58 72 6 72 86 7 3 17 8 17 31 9 31 45 10 45 59 11 59 73 12 73 87 13 4 18 14 18 32 15 32 46 16 46 60 17 60 74 18 74 88 19 5 19 20 19 33 4 21 33 47 22 47 61 23 61 75 24 75 89 25 6 20 26 20 34 27 34 48 28 48 62 29 62 76 30 76 90 31 7 21 32 21 35 33 35 49 34 49 63 35 63 77 36 77 91 37 8 22 4/37 38 22 36 39 36 50 40 50 64 41 64 78 42 78 92 43 9 23 44 23 37 45 37 51 46 51 65 47 65 79 48 79 93 49 10 24 SO 24 38 51 38 52 52 52 66 53 66 80 54 80 94 55 11 25 56 25 39 57 39 53 58 53 67 59 67 81 60 81 95 61 12 26 62 26 40 63 40 54 64 54 68 65 68 82 66 82 96 67 13 27 68 27 41 69 41 55 70 55 69 71 69 83 72 83 97 73 43 44 74 44 45 75 45 46 76 53 54 77 54 55 78 55 122 79 122 56 80 2 3 81 3 4 82 11 12 83 12 13 84 86 87 85 87 88 86 95 96 87 96 97 88 43 57 89 57 71 90 28 42 91 70 84 92 71 72 93 15 16 94 83 84 95 27 28 96 99 29 $ FLOOR BAY CONNECTIVITY $ MAIN PART OF BUILDING 1 2 16 1 15 2 3 17 2 16 3 4 18 3 17 4 5 19 4 18 -1 5 6 20 5 19 -1 6 7 21 6 20 -1 7 8 22 7 21 -1 8 9 23 8 22 -1 9 10 24 9 23 -1 2/49 10 11 25 10 24 11 12 26 11 25 12 13 27 12 26 13 14 28 13 27 $ 14 16 30 15 99 15 17 31 16 30 16 18 32 17 31 17 19 33 18 32 -1 18 20 34 19 33 -1 19 21 35 20 34 -1 20 22 36 21 35 -1 21 23 37 22 36 -1 22 24 38 23 37 -1 23 25 39 24 38 -1 24 26 40 25 39 25 27 41 26 40 26 28 42 27 41 $ 27 99 29 104 105 28 99 30 29 29 29 29 107 105 106 30 30 44 29 107 31 31 45 30 44 32 32 46 31 45 33 33 47 32 46 -1 34 34 48 33 47 -1 35 35 49 34 48 -1 36 36 50 35 49 -1 37 37 51 36 50 -1 38 38 52 37 51 -1 39 39 53 38 52 -1 40 40 54 39 53 41 41 55 40 54 42 42 122 41 55 43 122 42 56 56 $ 44 107 44 43 43 45 43 57 44 58 46 44 58 45 59 47 45 59 46 60 48 46 60 47 61 -1 49 47 61 48 62 -1 50 48 62 49 63 -1 51 49 63 50 64 -1 52 50 64 51 65 -1 53 51 65 52 66 -1 54 52 66 53 67 -1 55 53 67 54 68 56 54 68 55 69 57 55 69 122 70 58 122 56 70 70 $ 59 57 71 58 72 60 58 72 59 73 61 59 73 60 74 62 60 74 61 75 -1 63 61 75 62 76 -1 64 62 76 63 77 -1 65 63 77 64 78 -1 66 64 78 65 79 -1 67 65 79 66 80 -1 68 66 80 67 81 -1 69 67 81 68 82 70 68 82 69 83 71 69 83 70 84 $ 72 71 85 72 86 73 72 86 73 87 74 73 87 74 88 75 74 88 75 89 /39 76 75 89 76 90 -1 77 76 90 77 91 -1 78 77 91 78 92 -1 79 78 92 79 93 -1 80 79 93 80 94 -1 81 80 94 81 95 -1 82 81 95 82 96 83 82 96 83 97 84 83 97 84 98 85 108 8 109 9 86 109 110 9 9 87 110 114 9 10 88 114 119 10 10 89 119 115 10 10 90 115 120 10 10 91 120 116 10 11 92 116 117 11 11 93 117 118 11 11 94 111 114 110 110 95 111 112 114 119 96 112 115 119 119 97 112 120 115 115 98 112 113 120 116 99 113 117 116 116 100 51 65 52 66 101 52 66 53 67 102 65 79 66 80 103 66 80 67 81 104 79 93 80 94 105 80 94 81 95 $ JIONT LOAD PATTERNS 1 0.00 4.338 -6.498 2 0.00 26.190 -26.910 3 0.00 27.747 -27.747 4 0.00 0.000 -7.712 5 0.00 0.000 -46.560 6 0.00 0.000 -49.328 7 0.00 0.000 -6.748 8 0.00 0.000 -40.740 9 0.00 0.000 -43.162 10 0.00 0.000 -8.676 11 0.00 0.000 -52.380 12 0.00 0.000 -55.494 13 0.00 0.000 -4.338 14 0.00 0.000 -30.528 15 0.00 0.000 -54.864 16 0.00 0.000 0.000 17 0.00 0.000 -8.676 18 0.00 0.000 -41.274 19 0.00 0.000 0.000 20 0.00 0.000 -8.622 21 0.00 0.000 -34.920 22 0.00 0.000 0.000 23 0.00 0.000 -8.568 24 0.00 0.000 -28.566 25 0.00 0.000 0.000 26 0.00 0.000 -4.284 27 0.00 0.000 -14.283 28 0.00 0.000 0.000 29 0.00 -4.284 0.000 30 0.00 -14.283 0.000 31 0.00 0.0000 0.000 32 0.00 -4.284 -4.284 33 0.00 -14.283 -14.283 34 0.00 0.000 0.000 35 0.00 -6.426 -4.284 36 0.00 -21.425 -14.283 37 0.00 0.000 0.000 38 0.00 -10.948 0.000 LJ 39 0.00 -36.501 0.000 40 0.00 0.000 0.000 41 0.00 -9.044 0.0130 42 0.00 -30.153 04000 43 0.00 0.000 0.000 44 0.00 -6.426 4.284 45 0.00 -21.425 14.283 46 0.00 0.0000 0.000 47 0.00 -4.284 4.284 48 0.00 -14.283 14.283 49 0.00 0.000 0.000 50 0.00 -4.284 3.927 51 0.00 -14.283 13.093 52 0.00 0.000 0.000 53 0.00 0.000 7.854 54 0.00 0.000 26.186 55 0.00 0.000 0.000 56 0.00 -3.808 3.927 57 0.00 -7.708 13.093 58 0.00 0.000 0.000 59 0.00 -3.808 0.952 60 0.00 -7.708 3.174 61 0.00 0.000 0.000 62 0.00 -2.410 0.952 63 0.00 -11.465 3.174 64 0.00 0.000 0.000 65 0.00 -2.410 2.892 66 0.00 -11.465 13.758 67 0.00 0.000 0.000 68 0.00 0.000 5.784 69 0.00 0.000 27.516 70 0.00 0.000 0.000 71 0.00 2.410 2.892 72 0.00 11.465 13.758 73 0.00 0.000 0.000 74 0.00 2.410 2.410 75 0.00 11.465 11.465 76 0.00 0.000 0.000 77 0.00 0.000 6.748 78 0.00 0.000 32.102 79 0.00 0.000 0.000 80 0.00 3.856 4.338 81 0.00 18.344 20.637 82 0.00 0.000 0.000 83 0.00 3.856 4.338 84 0.00 18.344 20.637 85 0.00 0.000 0.000 86 0.00 0.000 8.676 87 0.00 0.000 41.274 88 0.00 0.000 4.338 89 0.00 0.000 30.528 90 0.00 0.000 54.864 91 0.00 0.000 8.676 92 0.00 0.000 52.380 93 0.00 0.000 55.494 94 0.00 0.000 7.712 95 0.00 0.000 46.560 96 0.00 0.000 49.328 97 0.00 0.000 6.748 98 0.00 0.000 40.740 99 0.00 0.000 43.162 100 0.00 6.498 3.374 101 0.00 26.910 20.370 102 0.00 27.747 21.581 103 0.00 6.498 4.338 104 0.00 26.910 26.190 105 0.00 27.747• 27.747 106 0.00 10.059 4.338 107 0.00 31.395 26.190 108 0.00 32.372 27.747 109 0.00 10.059 4.338 110 0.00 31.395 26.190 111 0.00 32.372 27.747 112 0.00 2.395 3.133 113 0.00 7.475 18.915 114 0.00 7.708 20.040 115 0.00 10.059 0.000 116 0.00 31.395 0.000 117 0.00 32.372 0.000 118 0.00 7.664 -3.133 119 0.00 23.920 -18.915 120 0.00 24.664 -20.040 121 0.00 1.916 -3.133 122 0.00 5.980 -18.915 123 0.00 6.166 -20.040 124 0.00 10.538 0.000 125 0.00 32.890 0.000 126 0.00 33.913 0.000 127 0.00 22.034 0.000 128 0.00 68.770 0.000 129 0.00 70.909 0.000 $ FLOOR LOAD PATTERNS 1 0.050/144. $ LIVE LOAD ON ROOF 2 0.100/144. $ LIVE LOAD ON FLOOR $ OINT ASSIGNMENTS 23 6TH-HI 1ST-06 0 6TH-LW 6TH-LW 1 5TH-LW 5TH-LW 1 4TH-LW 4TH-LW 1 3RD-LW 3RD-LW 1 2ND-LW 2ND-LW 1 10 10 10 10 10 10 0 0 0 0 0 0 6TH-06 6TH-06 1 5TH-06 STH-06 1 4TH-06 4TH-06 1 3RD-06 3RD-06 1 2ND-06 2ND-06 1 6TH-05 6TH-05 1 5TH-05 5TH-05 1 4TH-05 4TH-05 1 3RD-05 3RD-05 1 2ND-05 2ND-05 1 6TH-04 6TH-04 1 5TH-04 5TH-04 1 4TH-04 4TH-04 1 3RD-04 3RD-04 1 2ND-04 2ND-04 1 1ST-04 1ST-04 1 6TH-03 6TH-03 1 5TH-03 5TH-03 1 4TH-03 4TH-03 1 3RD-03 3RD-03 1 2ND-03 2ND-03 1 1ST-03 1ST-03 1 6TH-02 6TH-02 1 5TH-02 5TH-02 1 4TH-02 4TH-02 1 3RD-02 3RD-02 1 2ND-02 2ND-02 1 1ST-02 1ST-02 1 6TH-01 6TH-01 1 5TH-01 5TH-01 1 4TH-01 4TH-01 1 3RD-01 3RD-01 1 2ND-01 2ND-01 1 1ST-01 1ST-01 1 L /42 11 11 0 6TH-HI 6TH-HI 1 11 11 0 5TH-HI STH-HI 1 11 11 0 4TH-HI 4TH-HI'1 11 11 0 3RD-HI 3RD-Ha 1 11 11 0 2ND-HI 2ND-HI 1 11 11 0 1ST -HI 1ST -HI 1 12 13 0 6TH-HI 6TH-HI 1 12 13 0 STH-HI 5TH-HI 1 12 13 0 4TH-HI 4TH-HI 1 12 13 0 3RD-HI 3RD-HI 1 12 13 0 2ND-HI 2ND-HI 1 12 13 0 1ST -HI 1ST -HI 1 1 15 18 1 19 19 5 20 20 6 21 21 7 22 22 0 6TH-03 6TH-03 1 22 22 0 5TH-03 5TH-03 1 22 22 0 4TH-03 4TH-03 1 22 22 0 3RD-03 3RD-03 1 22 22 0 2ND-03 2ND-03 1 22 22 0 1ST-03 1ST-03 1 23 23 0 6TH-02 6TH-02 1 23 23 0 5TH-02 5TH-02 1 23 23 0 4TH-02 4TH-02 1 23 23 0 3RD-02 3RD-02 1 23 23 0 2ND-02 2ND-02 1 23 23 0 1ST-02 1ST-02 1 24 24 0 6TH-01 6TH-01 1 24 24 0 5TH-01 STH-01 1 24 24 0 4TH-01 4TH-01 1 24 24 0 3RD-01 3RD-01 1 24 24 0 2ND-01 2ND-01 1 24 24 0 1ST-01 1ST-01 1 25 26 11 27 28 12 29 32 1 33 33 5 34 34 6 35 35 7 36 36 8 37 37 23 38 38 24 39 41 11 42 42 12 43 46 1 47 47 0 6TH-06 6TH-06 1 47 47 0 6TH-07 6TH-07 1 47 47 0 5TH-06 5TH-06 1 47 47 0 STH-07 5TH-07 1 47 47 0 4TH-06 4TH-06 1 47 47 0 4TH-07 4TH-07 1 47 47 0 3RD-06 3RD-06 1 47 47 0 3RD-07 3RD-07 1 47 47 0 2ND-06 2ND-06 1 47 47 0 2ND-07 2ND-07 1 47 47 0 1ST-06 1ST-06 1 48 48 0 6TH-0S 6TH-05 1 48 48 0 6TH-08 6TH-08 1 48 48 0 5TH-05 5TH-05 1 48 48 0 5TH-08 5TH-08 1 48 48 4TH-05 4TH-05 1 48 48 4TH-08 4TH-08 1 48 48 3RD-05 3RD-05 1 48 48 3RD-08 3RD-08 1 48 48 2N0-05 2ND-05 1 48 48 2ND-08 2ND-08 1 48 48 1ST-05 1ST-05 1 49 49 6TH-HI 6TH-HI 1 49 49 6TH-04 6TH-04 1 49 49 6TH-09 6TH-09 1 49 49 STH-04 5TH-04 1 49 49 5TH-09 STH-09 1 49 49 4TH-04 4TH-04 1 49 49 4TH-09 4TH-09 1 49 49 3RD-04 3RD-04 1 49 49 3RD-09 3RD-09 1 49 49 2N0-04 2ND-04 1 49 49 2ND-09 2ND-09 1 50 50 6TH-HI 6TH-HI 1 50 50 6TH-03 6TH-03 1 50 50 6TH-10 6TH-10 1 50 50 5TH-03 5TH-03 1 50 50 5TH-10 STH-10 1 50 50 4TH-03 4TH-03 1 50 50 4TH-10 4TH-10 1 50 50 3RD-03 3RD-03 1 50 50 3RD-10 3RD-10 1 50 50 2ND-03 2ND-03 1 50 50 2ND-10 2ND-10 1 51 51 6TH-HI 6TH-HI 1 51 51 6TH-02 6TH-02 1 51 51 6TH-11 6TH-11 1 51 51 5TH-02 5TH-02 1 51 51 5TH-11 5TH-11 1 51 51 4TH-02 4TH-02 1 51 51 4TH-11 4TH-11 1 51 51 3RD-02 3RD-02 1 51 51 3RD-11 3RD-11 1 51 51 2ND-02 2ND-02 1 51 51 2ND-11 2ND-11 1 52 52 6TH-HI 6TH-HI 1 52 52 6TH-01 6TH-01 1 52 52 6TH-12 6TH-12 1 52 52 5TH-01 5TH-01 1 52 52 5TH-12 STH-12 1 52 52 4TH-01 4TH-01 1 52 52 4TH-12 4TH-12 1 52 52 3RD-01 3RD-01 1 52 52 3RD-12 3RD-12 1 52 52 2ND-01 2ND-01 1 52 52 2ND-11 2ND-11 1 52 52 1ST-01 1ST-01 1 1 53 55 1 56 56 2 57 60 61 61 6TH-07 6TH-07 1 61 61 5TH-07 5TH-07 1 61 61 4TH-07 4TH-07 1 61 61 3RD-07 3RD-07 1 61 61 2ND-07 2ND-07 1 62 62 6TH-08 6TH-08 1 62 62 5TH-08 5TH-08 1 62 62 4TH-08 4TH-08 1 isy 62 62 3RD-08 3RD-08 1 62 62 2ND-08 2ND-08 1 63 63 6TH-09 6TH-09 1 63 63 5TH-09 5TH-09 1 63 63 4TH-09 4TH-09 1 63 63 3RD-09 3RD-09 1 63 63 2ND-09 2ND-09 1 64 64 6TH-10 6TH-10 1 64 64 5TH-10 5TH-10 1 64 64 4TH-10 4TH-10 1 64 64 3RD-10 3RD-10 1 64 64 2ND-10 2ND-10 1 65 65 6TH-11 6TH-11 1 65 65 5TH-11 STH-11 1 65 65 4TH-11 4TH-11 1 65 65 3RD-11 3RD-11 1 65 65 2ND-11 2ND-11 1 66 66 6TH-12 6TH-12 1 66 66 5TH-12 STH-12 1 66 66 4TH-12 4TH-12 1 66 66 3RD-12 3RD-12 1 66 66 2ND-12 2ND-12 1 67 67 2 68 69 1 70 70 2 71 74 75 75 1 76 76 2 77 77 3 78 78 4 79 79 5 80 80 6 81 81 2 82 82 1 83 84 2 85 88 89 89 1 90 90 2 91 91 3 92 92 6TH-10 6TH-10 1 92 92 5TH-10 5TH-10 1 92 92 4TH-10 4TH-10 1 92 92 3RD-10 3RD-10 1 92 92 2ND-10 2ND-10 1 93 93 6TH-11 6TH-11 1 93 93 5TH-11 5TH-11 1 93 93 4TH-11 4TH-11 1 93 93 3RD-11 3RD-11 1 93 93 2ND-11 2ND-11 1 94 94 6TH-11 6TH-11 1 94 94 5TH-11 STH-11 1 94 94 4TH-11 4TH-11 1 94 94 3RD-11 3RD-11 1 94 94 2ND-11 2ND-11 1 95 95 6TH-HI 6TH-HI 1 95 95 5TH-HI.5TH-HI 1 95 95 4TH-HI 4TH-HI 1 95 95 3RD-HI 3RD-HI 1 95 95 2ND-HI 2ND-HI 1 95 95 1ST -HI 1ST -HI 1 96 97 99 99 100 100 104 107 108 118 121 123 2 0 2 $ OLUMN ASSIGNMENTS 2 2 6TH-LW 1ST-06 1 4 4 5 5 6TH-06 1ST-06 1 6 6 6TH-05 1ST-06 1 7 7 6TH-04 1ST-06 1 8 8 6TH-03 1ST-06 1 9 9 6TH-02 1ST-06 1 10 10 6TH-01 1ST-06 1 11 11 6TH-HI 1ST-06 1 13 13 6TH-HI 2ND-12 1 15 16 27 28 3 43 43 46 47 6TH-06 1ST-06 2 48 48 6TH-05 1ST-06 2 49 51 6TH-HI 1ST-06 2 52 52 6TH-HI 1ST -HI 2 53 53 6TH-HI 1ST-06 2 57 57 6 71 72 83 84 3 86 86 88 88 89 89 6TH-07 1ST-06 1 90 90 6TH-08 1ST-06 1 91 91 6TH-09 1ST-06 1 92 92 6TH-10 1ST-06 1 93 95 6TH-HI 1ST-06 1 97 97 3 122 122 3 $ BEAM ASSIGNMENTS 1 18 0 6TH-LW 6TH-LW 1 1 18 0 5TH-LW 5TH-LW 1 1 18 0 4TH-LW 4TH-LW 1 1 18 0 3RD-LW 3RD-LW 1 1 18 0 2ND-LW 2ND-LW 1 19 21 0 6TH-06 6TH-06 1 19 21 0 5TH-06 5TH-06 1 19 21 0 4TH-06 4TH-06 1 19 21 0 3RD-06 3RD-06 1 19 21 0 2ND-06 2ND-06 1 22 24 0 6TH-07 6TH-07 1 22 24 0 5TH-07 5TH-07 1 22 24 0 4TH-07 4TH-07 1 22 24 0 3RD-07 3RD-07 1 22 24 0 2ND-07 2ND-07 1 25 27 0 6TH-05 6TH-05 1 25 27 0 5TH-05 5TH-05 1 25 27 0 4TH-05 4TH-05 1 25 27 0 3RD-05 3RD-05 1 25 27 0 2ND-05 2ND-05 1 $ 28 30 0 6TH-08 6TH-08 1 28 30 0 5111-08 5TH-08 1 28 30 0 4TH-08 4TH-08 1 28 30 0 3RD-08 3RD-08 1 28 30 0 2ND-08 2ND-08 1 L /% 31 33 0 6TH-04 6TH-04 1 31 33 0 STH-04 5TH-04 1 31 33 0 4TH-04 4TH-04 1 31 33 0 3RD-04 3RD-04 1 31 33 0 2ND-04 2ND-04 1 34 36 0 6TH-09 6TH-09 1 34 36 0 5TH-09 5TH-09 1 34 36 0 4TH-09 4TH-09 1 34 36 0 3RD-09 3RD-09 1 34 36 0 2ND-09 2ND-09 1 $ 37 38 0 6TH-03 6TH-03 1 37 38 0 5TH-03 5TH-03 1 37 38 0 4TH-03 4TH-03 1 37 38 0 3RD-03 3RD-03 1 37 38 0 2ND-03 2ND-03 1 41 42 0 6TH-10 6TH-10 1 41 42 0 5TH-10 5TH-10 1 41 42 0 4TH-10 4TH-10 1 41 42 0 3R0-10 3RD-10 1 41 42 0 2ND-10 2ND-10 1 43 45 0 6TH-02 6TH-02 1 43 45 0 5TH-02 5TH-02 1 43 45 0 4TH-02 4TH-02 1 43 45 0 3RD-02 3RD-02 1 43 45 0 2ND-02 2ND-02 1 46 48 0 6TH-HI 6TH-HI 1 46 48 0 6TH-11 6TH-11 1 46 48 0 5TH-11 5TH-11 1 46 48 0 4TH-11 4TH-11 1 46 48 0 3RD-11 3RD-11 1 46 48 0 2ND-11 2ND-11 1 49 51 0 6TH-01 6TH-01 1 49 51 0 5TH-01 5TH-01 1 49 51 0 4TH-01 4TH-01 1 49 51 0 3RD-01 3RD-01 1 49 51 0 2ND-01 2ND-01 1 52 54 0 6TH-HI 6TH-HI 1 52 54 0 6TH-12 6TH-12 1 52 54 0 5TH-12 5TH-12 1 52 54 0 4TH-12 4TH-12 1 52 54 0 3RD-12 3RD-12 1 52 54 0 2ND-12 2ND-12 1 55 72 0 6TH-HI 6TH-HI 1 55 72 0 5TH-HI 5TH-HI 1 55 72 0 4TH-HI 4TH-HI 1 55 72 0 3RD-HI 3RD-HI 1 55 72 0 2ND-HI 2ND-HI 1 73 75 0 6TH-LW 6TH-LW 2 73 75 0 5TH-LW 5TH-LW 2 73 75 0 4TH-LW 4TH-LW 2 73 75 0 3RD-LW 3RD-LW 2 73 75 0 2ND-LW 2ND-LW 2 76 79 0 6TH-HI 6TH-HI 2 76 79 0 5TH-HI 5TH-HI 2 76 79 0 4TH-HI 4TH-HI 2 76 79 0 3RD-HI 3RD-HI 2 76 79 0 2ND-HI'2ND-HI 2 80 81 1 82 83 55 84 85 1 /17 86 87 55 88 89 1 90 91 55 92 93 1 94 95 55 $ 96 96 0 6TH-LW 6TH-LW 3 $ 96 96 0 5TH-LW 5TH-LW 3 $ 96 96 0 4TH-LW 4TH-LW 3 $ 96 96 0 3RD-LW 3RD-LW 3 $ 96 96 0 2ND-LW 2ND-LW 3 2 2 2 2 FLOOR ASSIGNMENTS O 6TH-LW 6TH-LW 1 O 5TH-LW 5TH-LW 1 O 4TH-LW 4TH-LW 1 0 3RD-LW 3RD-LW 1 O 2ND-LW 2ND-LW 1 O 6TH-06 6TH-06 1 O 5TH-06 STH-06 1 O 4TH-06 4TH-06 1 O 3RD-06 3RD-06 1 O 2ND-06 2ND-06 1 O 6TH-05 6TH-05 1 O 5TH-05 5TH-05 1 O 4TH-05 4TH-05 1 O 3RD-05 3RD-05 1 O 2ND-05 2ND-05 1 O 6TH-04 6TH-04 1 O 5TH-04 STH-04 1 O 4TH-04 4TH-04 1 O 3RD-04 3RD-04 1 O 2ND-04 2ND-04 1 O 6TH-03 6TH-03 1 0 5TH-03 STH-03 1 O 4TH-03 4TH-03 1 0 3RD-03 3RD-03 1 O 2ND-03 2ND-03 1 O 6TH-02 6TH-02 1 0 5TH-02 5TH-02 1 O 4TH-02 4TH-02 1 O 3RD-02 3RD-02 1 O 2ND-02 2ND-02 1 O 6TH-01 6TH-01 1 O 5TH-01 STH-01 1 O 4TH-01 4TH-01 1 O 3RD-01 3RD-01 1 O 2ND-01 2ND-01 1 0 2 0 6TH-HI 6TH-HI 1 O 2 0 5TH-HI 5TH-HI 1 0 2 0 4TH-HI 4TH-HI 1 O 2 0 3RD-HI 3RD-HI 1 0 2 0 2ND-HI 2ND-HI 1 4 7 8 9 0 1 2 3 7 3 6 2 7 4 8 5 9 6 0 7 1 8 2 9 6 10 2 2 3 4 its 34 34 35 35 36 36 37 37 38 38 39 43 0 44 48 49 49 6TH-07 6TH-07 1 49 49 5TH-07 STH-07 1 49 49 4TH-07 4TH-07 1 49 49 3RD-07 3RD-07 1 49 49 2ND-07 2ND-07 1 50 50 6TH-08 6TH-08 1 50 50 5TH-08 STH-08 1 50 50 4TH-08 4TH-08 1 50 50 3RD-08 3RD-08 1 50 50 2ND-08 2ND-08 1 51 51 6TH-09 6TH-09 1 51 51 5TH-09 5TH-09 1 51 51 4TH-09 4TH-09 1 51 51 3RD-09 3RD-09 1 51 51 2ND-09 2ND-09 1 52 52 6TH-10 6TH-10 1 52 52 5TH-10 5TH-10 1 52 52 4TH-10 4TH-10 1 52 52 3RD-10 3RD-10 1 52 52 2ND-10 2ND-10 1 53 53 6TH-11 6TH-11 1 53 53 5TH-11 5TH-11 1 53 53 4TH-11 4TH-11 1 53 53 3RD-11 3RD-11 1 53 53 2ND-11 2ND-11 1 54 54 6TH-12 6TH-12 1 54 54 5TH-12 5TH-12 1 54 54 4TH-12 4TH-12 1 54 54 3RD-12 3RD-12 1 54 54 2ND-12 2ND-12 1 55 58 6TH-HI 6TH-HI 1 55 58 5TH-HI 5TH-HI 1 55 58 4TH-HI 4TH-HI 1 55 58 3RD-HI 3RD-HI 1 55 58 2ND-HI 2ND-HI 1 59 62 63 63 9 64 64 0 65 65 1 66 66 2 67 67 3 68 68 4 69 71 5 72 72 3RD-LW 3R0-LW 1 72 72 2ND-LW 2ND-LW 1 73 75 76 76 9 77 77 0 78 78 1 79 79 2 80 80 3 81 81 4 82 83 5 4/49 $ 85 93 0 6TH-02 6TH-02 1 85 93 0 5TH-02 5TH-02 1 85 93 0 4TH-02 4TH-02 1 85 93 0 3RD-02 3RD-02 1 85 93 0 2ND-02 2ND-02 1 $ 94 99 0 6TH-HI 6TH-HI 1 100 105 0 6TH-HI 6TH-HI 1 $ SHEAR WALL LOCATION AND ASSIGNMENTS $ EASEMENT CONCRETE WALLS 1 6TH-05 1ST-06 4 5 3 1 6TH-05 1ST-06 5 6 3 2 6TH-01 1ST-06 8 9 3 2 6TH-01 1ST-06 9 100 3 3 6TH-HI 1ST-06 49 50 3 3 6TH-HI 1ST-06 50 51 3 4 6TH-LW 1ST-06 88 89 3 4 6TH-LW 1ST-06 89 90 3 5 6TH-HI 1ST-06 93 94 3 5 6TH-HI 1ST-06 94 95 3 6 6TH-HI 1ST-06 108 109 1 7 6TH-HI 1ST-06 110 114 1 7 6TH-HI 6TH-07 114 119 1 7 5TH-02 5TH-07 114 119 1 7 4TH-02 4TH-07 114 119 1 7 3RD-02 3R2-07 114 119 1 7 2ND-02 2ND-07 114 119 1 7 1ST-02 1ST-06 114 119 1 7 6TH-HI 1ST-06 119 115 1 7 6TH-HI 1ST-06 115 120 1 7 6TH-HI 6TH-07 120 116 1 7 5TH-02 5TH-07 120 116 1 7 4TH-02 4TH-07 120 116 1 7 3RD-02 3RD-07 120 116 1 7 2ND-02 2ND-07 120 116 1 7 1ST-02 1ST-06 120 116 1 7 6TH-HI 1ST-06 116 117 1 8 6TH-HI 1ST-06 111 112 1 8 6TH-HI 1ST-06 112 113 1 9 6TH-LW 1ST-06 104 105 1 9 6TH-LW 1ST-06 105 106 1 10 6TH-LW 1ST-06 15 99 3 10 6TH-LW 6TH-11 99 29 3 10 5TH-LW 5TH-11 99 29 3 10 4TH-LW 4TH-11 99 29 3 10 3RD-LW 3RD-11 99 29 3 10 2ND-LW 1ST-06 99 29 3 10 6TH-LW 1ST-06 29 107 3 10 6TH-LW 1ST-06 107 43 3 12 6TH-HI 1ST-06 36 50 2 12 6TH-HI 1ST-06 50 64 2 13 6TH-HI 1ST-06 111 110 1 13 6TH-HI 1ST-06 110 114 1 14 6TH-HI 1ST-06 112 115 1 15 6TH-HI 1ST-06 113 117 1 15 6TH-HI 1ST-06 117 116 1 16 6TH-HI 2ND-12 42 56 3 16 6TH-HI 2ND-12 56 70 3 17 3RD-LW 1ST-06 71 85 1 18 3RD-LW 1ST-06 72 86 1 19 3RD-LW 1ST-06 85 86 1 20 3RD-LW 1ST-06 71 72 1 21 2ND-09 1ST-06 49 63 1 21 2ND-09 1ST-06 63 77 1 21 2ND-09 1ST-06. 77 91 1 22 3RD-LW 1ST-06 86 87 1 22 3RD-LW 1ST-06 87 88 1 23 2ND-LW 1ST-06 90 91 1 $ 24 2ND-HI 2ND-12 95 96 1 $ 24 2ND-HI 2ND-12 96 97 1 25 2N0-HI 2ND-12 83 84 1 26 3RD-LW 1ST-06 106 107 1 27 3140-LW 1ST-06 104 99 1 28 3RD-LW 1ST-06 15 16 1 29 2ND-HI 2ND-12 27 28 1 30 3RD-LW 1ST-06 2 3 1 30 3RD-LW 1ST-06 3 4 1 31 2ND-HI 1ST-06 6 7 1 31 2ND-HI 1ST-06 7 8 1 32 2ND-HI 2ND-12 11 12 1 32 2ND-HI 2ND-12 12 13 1 33 2ND-HI 1ST-06 109 110 1 33 2ND-HI 1ST-06 117 118 1 34 3RD-LW 1ST-06 43 57 1 34 3RD-LW 2ND-06 57 71 1 35 3RD-LW 1ST-06 2 16 1 36 2ND-HI 1ST-06 108 8 1 37 2ND-HI 1ST-06 118 11 1 38 2ND-HI 2ND-12 13 27 1 39 2ND-HI 2ND-12 83 97 1 40 2ND-HI 2ND-12 28 121 1 41 2ND-HI 2ND-12 123 84 1 42 2ND-LW 1ST-06 91 92 1 42 2ND-LW 1ST-06 92 93 1 $ J ONT LOAD ASSIGNMENT 85 85 3RD-LW 3RD-LW 0 0 1 85 85 2ND-HI 2N0-HI 0 0 2 85 85 2N0-144 2110-144 0 0 3 85 85 1ST -HI 1ST -HI 0 0 2 86 86 3RD-LW 3RD-LW 0 0 4 86 86 2ND-HI 2ND-HI 0 0 5 86 86 2N0-LW 2ND-LW 0 0 6 86 86 1ST -HI 1ST -HI 0 0 5 87 87 3RD-LW 3RD-LW 0 0 7 87 87 2N0-HI 2N0-HI 0 0 8 87 87 2ND-LW 2ND-LW 0 0 9 87 87 1ST -HI 1ST -HI 0 0 8 88 88 3RD-LW 3RD-LW 0 0 4 88 88 2N0-HI 2ND-HI 0 0 5 88 88 2N0-LW 2N0-LW 0 0 6 88 88 1ST -HI 1ST -HI 0 0 5 89 89 3RD-LW 3RD-LW 0 0 10 89 89 2ND-HI 2ND-HI 0 0 11 89 89 2N0-LW 2ND-LW 0 0 12 89 89 1ST -HI 1ST -HI 0 0 11 90 90 3RD-LW 3RD-LW 0 0 13 90 90 2ND-HI 2ND-HI 0 0 14 90 90 2ND-LW 2ND-LW 0 0 15 90 90 1ST -HI 1ST -HI 0 0 14 91 92 2ND-HI 2ND-HI 0 0 17 91 92 2ND-LW 2ND-LW 0 0 18 91 92 1ST -HI 1ST -HI 0 0 18 93 93 2ND-HI 2N0-HI 0 0 20 93 93 2ND-LW 2ND-LW 0 0 21 93 93 1ST -HI 1ST -HI 0 0 21 94 94 2ND-HI 2ND-HI 0 0 23 94 94 2ND-LW 2ND-LW 0 0 24 94 94 1ST -HI 1ST -HI 0 0 24 95 95 2ND-HI 2ND-HI 0 0 26 95 95 2ND-LW 2ND-LW 0 0 27 95 95 1ST -HI 1ST -HI 0 0 27 97 97 2ND-HI 2N0-HI 0 0 29 97 97 2ND-LW 2ND-LW 0 0 30 83 83 2ND-HI 2ND-HI 0 0 32 83 83 2ND-LW 2ND-LW 0 0 33 84 84 2ND-HI 2ND-HI 0 0 35 84 84 2ND-LW 2ND-LW 0 0 36 70 70 2ND-HI 2ND-HI 0 0 38 G/67 70 70 0 2ND-LW 2ND-LW 0 0 39 56 56 0 2ND-HI 2ND-HI 0 0 41 56 56 0 2ND-LW 2ND-LW 0 0 42 42 42 0 2ND-HI 2ND-HI 0 0 38 42 42 0 2ND-LW 2ND-LW 0 0 39 28 28 0 2ND-HI 2ND-HI 0 0 44 28 28 0 2ND-LW 2ND-LW 0 0 45 27 27 0 2ND-HI 2ND-HI 0 0 47 27 27 0 2ND-LW 2ND-LW 0 0 48 13 13 0 2ND-HI 2ND-HI 0 0 S0 13 13 0 2ND-LW 2ND-LW 0 0 51 12 12 0 2ND-HI 2ND-HI 0 0 53 12 12 0 2ND-LW 2ND-LW 0 0 54 11 11 0 2ND-HI 2ND-HI 0 0 56 11 11 0 2ND-LW 2ND-LW 0 0 57 11 11 0 1ST -HI 1ST -HI 0 0 57 118 118 0 2ND-HI 2N0-HI 0 0 59 118 118 0 2ND-LW 2ND-LW 0 0 60 118 118 0 1ST -HI 1ST -HI 0 0 60 117 117 0 2ND-HI 2ND-HI 0 0 62 117 117 0 2ND-LW 2ND-LW 0 0 63 117 117 0 1ST -HI 1ST -HI 0 0 63 113 113 0 2N0-HI 2ND-HI 0 0 65 113 113 0 2ND-LW 2ND-LW 0 0 66 113 113 0 1ST -HI 1ST -HI 0 0 66 112 112 0 2ND-HI 2ND-HI 0 0 68 112 112 0 2ND-LW 2ND-LW 0 0 69 112 112 0 1ST -HI 1ST -HI 0 0 69 111 111 0 2ND-HI 2ND-HI 0 0 71 111 111 0 2ND-LW 2ND-LW 0 0 72 111 111 0 1ST -HI 1ST -HI 0 0 72 110 110 0 2ND-HI 2ND-HI 0 0 74 110 110 0 2ND-LW 2ND-LW 0 0 75 110 110 0 1ST -HI 1ST -HI 0 0 75 109 109 0 2ND-HI 2ND-HI 0 0 77 109 109 0 2ND-LW 2ND-LW 0 0 78 109 109 0 1ST -HI 1ST -HI 0 0 78 108 108 0 2N0-HI 2ND-HI 0 0 80 108 108 0 2ND-LW 2ND-LW 0 0 81 108 108 0 1ST -HI 1ST -HI 0 0 81 8 8 0 2ND-HI 2ND-HI 0 0 83 8 8 0 2ND-LW 2ND-LW 0 0 84 8 8 0 1ST -HI 1ST -HI 0 0 84 7 7 0 2ND-HI 2N0-HI 0 0 86 7 7 0 2ND-LW 2ND-LW 0 0 87 7 7 0 1ST -HI 1ST -HI 0 0 87 6 6 0 3RD-LW 3RD-LW 0 0 88 6 6 0 2N0-NI 2ND-HI 0 0 89 6 6 0 2ND-LW 2N0-LW 0 0 90 6 6 0 1ST -HI 1ST -HI 0 0 89 5 5 0 3RD-LW 3RD-LW 0 0 91 5 5 0 2ND-HI 2ND-HI 0 0 92 5 5 0 2ND-LW 2ND-LW 0 0 93 5 5 0 1ST -HI 1ST -HI 0 0 92 4 4 0 3RD-LW 3RD-LW 0 0 94 4 4 0 2ND-HI 2ND-HI 0 0 95 4 4 0 2ND-LW 2ND-LW 0 0 96 4 4 0 1ST -HI 1ST -HI 0 0 95 3 3 0 3RD-LW 3RD-LW 0 0 97 3 3 0 2ND-HI 2ND-HI 0 0 98 3 3 0 2ND-LW 2ND-LW 0 0 99 3 3 0 1ST -HI 1ST -HI 0 0 98 2 2 0 3RD-LW 3RD-LW 0 0 100 2 2 0 2ND-HI 2ND-HI 0 0 101 2 2 0 2ND-LW 2ND-LW 0 0 102 2 2 0 1ST -HI 1ST -HI 0 0 101 16 16 0 3RD-LW'3RD-LW 0 0 103 16 16 0 2ND-HI 2ND-HI 0 0 104 16 16 0 2ND-LW 2ND-LW 0 0 105 16 16 0 1ST -HI 1ST -HI 0 0 104 15 15 0 3RD-LW 3R0-LW 0 0 106 15 15 2ND-HI 2ND-HI 0 0 107 15 15 2ND-LW 2ND-LW 0 0 108 15 15 1ST -HI 1ST -HI 0 0 107 99 99 3RD-LW 3RD-LW 0 0 109 99 99 2ND-HI 2ND-HI 0 0 110 99 99 2ND-LW 2ND-LW 0 0 111 99 99 1ST -HI 1ST -HI 0 0 110 104 104 3RD-LW 3RD-LW 0 0 112 104 104 2ND-HI 2ND-HI 0 0 113 104 104 2ND-LW 2ND-LW 0 0 114 104 104 1ST -HI 1ST -HI 0 0 113 105 105 3RD-LW 3RD-LW 0 0 115 105 105 2ND-HI 2ND-HI 0 0 116 105 105 2ND-LW 2ND-LW 0 0 117 105 105 1ST -HI 1ST -HI 0 0 116 106 106 3RD-LW 3RD-LW 0 0 118 106 106 2ND-HI 2ND-HI 0 0 119 106 106 2ND-LW 2ND-LW 0 0 120 106 106 1ST -HI 1ST -HI 0 0 119 107 107 3RD-LW 3RD-LW 0 0 121 107 107 2ND-HI 2ND-HI 0 0 122 107 107 2ND-LW 2ND-LW 0 0 123 107 107 1ST -HI 1ST -HI 0 0 122 43 43 3RD-LW 3RD-LW 0 0 124 43 43 2ND-HI 2ND-HI 0 0 125 43 43 2ND-LW 2ND-LW 0 0 126 43 43 1ST -HI 1ST -HI 0 0 125 57 57 3RD-LW 3RD-LW 0 0 127 57 57 2ND-HI 2ND-HI 0 0 128 57 57 2ND-LW 2N0-LW 0 0 129 57 57 1ST -HI 1ST -HI 0 0 128 71 71 3RD-LW 3RD-LW 0 0 127 71 71 2ND-HI 2ND-HI 0 0 128 71 71 2ND-LW 2ND-LW 0 0 129 71 71 1ST -HI 1ST -HI 0 0 128 $ FLOOR LOAD ASSUGNNENT 2 3 6TH-LW 6TH-LW 0 1 2 3 5TH-LW 5TH-LW 0 1 2 3 4TH-LW 4TH-LW 0 1 2 3 3RD-LW 3RD-LW 0 1 2 3 2ND-LW 2ND-LW 0 1 4 4 6TH-06 6TH-06 0 1 4 4 5TH-06 5TH-06 0 1 4 4 4TH-06 4TH-06 0 1 4 4 3RD-06 3RD-06 0 1 4 4 2ND-06 2ND-06 0 1 5 5 6TH-05 6TH-05 0 1 5 5 5TH-05 5TH-05 0 1 5 5 4TH-05 4TH-05 0 1 5 5 3RD-05 3RD-O5 0 1 5 5 2ND-05 2ND-05 0 1 6 6 6TH-04 6TH-04 0 1 6 6 5TH-04 5TH-04 0 1 6 6 4TH-04 4TH-04 0 1 6 6 3RD-04 3RD-04 0 1 6 6 2ND-04 2ND-04 0 1 7 7 6TH-03 6TH-03 0 1 7 7 5TH-03 5TH-03 0 1 7 7 4TH-03 4TH-03 0 1 7 7 3RD-03 3RD-03 0 1 7 7 2ND-03 2ND-03 0 1 8 8 6TH-02 6TH-02 0 1 8 8 5TH-02 5TH-02 0 1 8 8 4TH-02 4TH-02 0 1 8 8 3RD-02 3RD-02 0 1 /53 8 8 0 2ND-02 2ND-02 0 1 $ 9 9 0 6TH-01 6TH-01' 0 1 9 9 0 5TH-01 5TH-01 0 1 9 9 0 4TH-01 4TH-01 0 1 9 9 0 3RD-01 3RD-01 0 1 9 9 0 2ND-01 2ND-01 0 1 10 12 0 6TH-HI 6TH-HI 0 1 10 12 0 5TH-HI 5TH-HI 0 1 10 12 0 4TH-HI 4TH-HI 0 1 10 12 0 3RD-HI 3RD-HI 0 1 10 12 0 2ND-HI 2ND-HI 0 1 14 16 2 17 17 4 18 18 5 19 19 6 20 20 7 21 21 8 22 22 9 23 26 10 $ 27 32 2 33 33 4 34 34 5 35 35 6 36 36 7 37 37 8 38 38 9 39 43 10 44 48 2 49 49 0 6TH-07 6TH-07 0 1 49 49 0 5TH-07 5TH-07 0 1 49 49 0 4TH-07 4TH-07 0 1 49 49 0 3RD-07 3RD-07 0 1 49 49 0 210-07 210-07 0 1 50 50 0 6TH-08 6111-08 0 1 50 50 0 5TH-08 5111-08 0 1 50 50 0 4711-08 4TH-08 0 1 50 50 0 3RD-08 3RD-08 0 1 50 50 0 2ND-08 210-08 0 1 51 51 0 6711-09 6711-09 0 1 51 51 0 5711-09 5711-09 0 1 51 51 0 4111-09 4711-09 0 1 51 51 0 3RD-09 3RD-09 0 1 51 51 0 2ND-09 210-09 0 1 52 52 0 6711-10 67H-10 0 1 52 52 0 5TH-10 5711-10 0 1 52 52 0 4711-10 4TH-10 0 1 52 52 0 3R0-10 3RD-10 0 1 52 52 0 2ND-10 2110-10 0 1 53 53 0 6TH-11 6711-11 0 1 53 53 0 57H-11 5711-11 0 1 53 53 0 4T11-11 4111-11 0 1 53 53 0 3RD-11 3R0-11 0 1 53 53 0 210-11 210-11 0 1 54 54 0 6711-12 6711-12 0 1 54 54 0 5711-12 5711-12 0 1 54 54 0 4TH-12'4TH-12 0 1 54 54 0 3RD-12 3RD-12 0 1 54 54 0 210-12 210-12 0 1 55 58 0 6TH-HI 6TH-HI 0 1 55 58 0 5TH-HI 5TH-HI 0 1 55 58 0 4TH-HI 4TH-HI 0 1 55 58 0 3RD-HI 3RD-HI 0 1 55 58 0 2ND-HI 2ND-HI 0 1 59 62 2 63 63 49 64 64 50 65 65 51 66 66 52 67 67 53 68 68 54 69 71 55 72 72 0 3RD-LW 3RD-LW 0 1 72 72 0 2ND-LW 2ND-LW 0 1 73 75 2 76 76 49 77 77 50 78 78 51 79 79 52 80 80 53 81 81 54 82 83 55 85 93 0 6TH-02 6TH-02 0 1 85 93 0 5TH-02 5TH-02 0 1 85 93 0 4TH-02 4T11-02 0 1 85 93 0 3RD-02 3RD-02 0 1 85 93 0 2ND-02 2ND-02 0 1 94 99 0 6TH-HI 6TH-HI 0 1 100 105 0 6TH-HI 6TH-HI 0 1 $ FRAME LOCATION DATA 1 0. 0. 0. /THREE DIMENSIONAL $ RESPONSE SPECTRUM DATA UBC-97 RESPONSE SPECTRUM 0. CQC 0.05 UBC-97a 386.4 1 UBC-97b 386.4 1 $ LOAD CASE DEFINITION DATA 1 0 1.40 0.00 1.40 0.00 0.00 0.00 0.00 2 0 1.20 1.60 1.20 0.00 0.00 0.00 0.00 3 1 1.75 1.10 1.32 0.00 0.00 1.10 0.33 4 1 1.75 1.10 1.32 0.00 0.00 0.33 1.10 5 1 0.56 1.10 1.32 0.00 0.00 -1.10 -0.33 6 1 0.56 1.10 1.32 0.00 0.00 -0.33 -1.10 7 1 1.42 0.00 0.90 0.00 0.00 1.10 0.33 8 1 1.42 0.00 0.90 0.00 0.00 0.33 1.10 9 1 0.56 0.00 0.90 0.00 0.00 -1.10 -0.33 10 1 0.56 0.00 0.90 0.00 0.00 -0.33 -1.10 $ END OF DATA /59" nth P. a.mno gs^ N N apim re N N ll ri IV MO M� (4 b r ar g ele a 40: 0 0m m b ry ° a 42 ! m M 0 N mf IV YP �m m .n II en P ea el 0 rl el el .i„I M, "m .. 1-1 CI a m IIIPOF m a (. Om0VOPI10NON NPcPOnmP N O0NN0O d 1 O 0 r.Vf`N ON «.0. 0 IVVN NNN WPN Pr! 4 a Vd 2 Nq W0e0 PP Pm mn a MOIMM NI NI Nr ..., mY 24 0 bm m " 6 illyy Y30 '] t PI l b 4-Cm V O!V PV0VVP ..a0 m Vf- f,yy® O 01YNmmN m ..Pin NNO OmV'rN f PM•VO 1"V OInV ^............O V• nnh• "PYNVOinpulp N.O.MIN .PPOP„VO nfmon ...... 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VNIT: RIP4-1NCIRP 3.RI1 .RTARS/PILS: \Parking\parkingl. tl0 ®N !GILL Sx4VCMs 01121141413) EY 050-07 PILE I01i: PM6II0.DAT PERIOD F0S011OcY CIRCULAR/PRIM (TIRE) (CYCLES/MIT x MI (6R015115/w5x TIN') 0.14042 4.23364 11.14711 01458 10.15414 65.05697 0.05158 19.31703 121.81226 04353 13.51256 147.733/5 0.04134 151.21615 0.03721 36.46740 146.11421 0.03610 30.73857 113.13414 0.03153 31.71241 190.25412 0.02145 31.95603 213.35205 .316/4 0.00611 37.44402 231.051q .00521 31.54611 248.47562 0.02416 643t L5Lf fua4601 .2/431 271.90015 .0220� on .71330 274.5 0.02263 4.11»] 33]. .02121 6J1455 »f.313ep 0.02115 47.31319 297.06004 0.00047 40.15541 106.04001 TAYLOR S muss 5*06 PROGRAM' 'TAW PI W:\Park31g\Parkl.y1. t10 Rm0 10RtLLGL HOSPITAL, MIT: R3PS-INCITES OW MALL RRIILM[ DEEIOH= BY YOC-a] P110 NAM: PA3PLW.0AT RbL PARTICIPATION FACTORS MODAL 5IOERiow FACTORS NO= 1-TIANI NUMMI OIRICTICM 5I0RIOS DIRECTION 1 1 1 1 1 1 1 2 3 3 a 5.1.4.71154 -0.43348 1.44431-744.37251 --0.47205 -104.6021E 0.3044] 0.3362E -o .9 us6 270.09740 9054-1365.32701 0.11110 0.33654 471. -0.54492 - 69533 0.22/16 0.0090E 144.35315 0.01445 0n1214 46.34016 -0.u349 0.04112-.1.31017 0.47142 -0.44397-643.30332 1.31041 0.13994 0.4060E 09.2*161 -0.24045 344.24054 0.06048 0.54005 116.71651 0.24751 -144.02437 4.0/717 6561E -0.34161 0.30459 23.43040 0.333.0-201.45404 -0.304610.13453 0.04035-0.37324 115.24990 NODE TAMBER a 1-TIANS Y-TMNS 2-ECM 0305000 Y OIILLRI03 EMOTION 0.4400E 94.74714 0.44334 0.34955 6.45101 ]].32142 14.21057 7.33743 93.04763 21.57474 1. 91.15104 6.11137 ▪ 4.30145 1. 2.01125 ▪ .04160 13.43071 u. uu0 11.11787 n.n1 5 12.51048 44.14017 20.02324 4.41457 47.15511 44.12185 4.72301 7 2.14004 66.86054 18.17140 13.44009 59.1430E 20.06402 67.13172 4.12447 5.52261 14.10451 54.15474 ]0. 16.02/12 44.04571 31.12/14 4.76204 0.10123 5.11374 73.75739 1/.67103 1.37142 11.44534 61.17045 19.34401 12.95234 47.70441 19.24066 55.102716 24.53734 15.41240 • .07201 41.15231 11.17570 11.29325 45.11441 23.30233 L207 722100 S 0AI620 Pk06 5 RM:6LV0/P1411:\p.rkllg\p4ki g1. 210 4000 200ORIAL HOSPITAL, UNIT, KIPS-IM166 SIDED GALL STRUCTURE DESIGNED 0Y 600-97 PILE MIR: PA01IIIO.DST ITYIM 4 0AINN. 2202 PPO3Mx: RA99/PIL6: \p.rkInJ\p.rk1391.010 NOPM 141140RIAL HOSPITAL, UNIT: 6IP0-16Oa0 MO& MIL STRUCTURE 06210100 0Y UK-91 PILO Ma: 7AM'M0.06 rNNRIV6 0655 LACI095 I RUCNM4 MODE SHAPES Pak DIA91W04I 1 1 IODB /--Y TAAM9IATI QI--//--Y TPAM9I.AT ISM -// -L AM'ATI CN -/ VALUES A0L AT TJ1 carrots OL M00 05 716 NUMMI 5-MASS 5-5O11a 1-1460 5-511144 0-I929 5-91M> CORRESPC401110 WATSON IN 05000E N]PDIMnI 41.17 ] 65.31 4 0.14 9 1.54 10 11 .6l 12 11 14 0.19 1S 16 .63 17 0 0.63 1f 20 21 0.01 23 0.2E 22 24 0.11 35 5.64 ]7.31 0.1♦ 0.26 0.10 0.29 0.62 1.21 0.03 0.40 0.50 0.0 1.74 0.1E 0.62 0.21 0,01 0.2E 0.050.35 9..44 10.141. 10.24 .i. 4 4.1 44.14 55.0E .5.1. 45.1. .5. 50.7. 51.0. 51.3. 51.4. 52,16 TAYLOR 4 OAIx6O PA06 P16074 :ITASS/PIL1:\wrklag\ptrk1151.n0 WAD MEMORIAL M0650ns. VIIT, 6IPLIM000 SHWA 1 AAL 010100100E 01610610 TO V0:-91 PILE W05: 160II13.06 LEVEL DIRE IC06 1 MODE 2 MODE 3 MODE 4 MODE 5 ID xo 475-21 Z -5.9013E-Ol -].9]6 ]6-01 -1 009-0] •.451[-0] -1.f 1i0[-Ol Y - 5651-01 l.11a 9[-4-].]019403 -1. 111]9-01 421-111 ROTS -4.2254E-05 6.5031E-05-3.53212-04-4.64041-04 -1.5016E-04 67M11 2-2.02602-02 611-01 ROPE -5.0559E-05 5.05152-05 -3.0447E-04-1.31468.4-442341.05 6T14-02 1-a.mu-oa -].a]ss a-ov-v.11af i-Ol -a.ssu a-oa a.4 ss6-Oa 616-02 Y -3.0290E-01 6.1199E-03 7.4152.01 103506-01 2.0007E-01 4111-04 4TM-O5 2615E-05 411E-04 -2.0223E-01 -4.3212E-01 0.1014E-0] 2. -01 1.0706E-01 R075-4.3111105 4.22426-05-1.61122-04-1.74442-04 -3.2100E-05 5 -1.2640E-02 -2.545E-01-1.104211 2,3727112-176741-02 Y a.5506-01 - .1393E-O2 1.6325E-01 2.71612-01 2.422E-2l 00T5 -9.26241-05 3.42422-05-2.014404 2.467214 1.6516E-05 r-2.1267140 -2.0020E-02 2.4427e-01 712376-03 2.76301-01 x -1.3137E-0s a. -05-1.342018-4 212211-04 1.5435E-2s 621146 0-*Ann -Oa -2.50022-01 -0. -02 -4.74512-02 -2. -02 6111.00 Y -1. -01 -1. -02 1.23412-01 - 2.42152-01 1. -01 611-07 5 2.414E-02-2.4041111 3.00220-02 -1.2114E-01 -2.2210E-02 055E-a1 ROTE -1.4442E-05 -3.50 E-06 -1.6514E-04 3.6342-04-3.1474E-05 470-05 5075 -6.11405-05-2.42041-05 -1.4050E-4 1.0150E-04 -1.0142E-05 2 1. -02 - .4540041 4 02 - 4.131147-02 1.40162-02 T -2.1421E-01-1.39490-02 1.5616E-01 2.0111E-01 1.5426E-01 TAYLOR 4 05I2l0 f6W RAM:1R26/PIL6: \,arkllg\Yrk11g1.110 1M1 IDD60IT1Ia1. 000PITA5, VEIT: AIDS-I110016 4166 NALL STRUCTURE 9YI0000 RV V4'-41 71L0 5616: PA41II0.0*T 1.6lL DSRN 10:06 1 MODS 2 165E 3 MOD{ 4 NODE 5 1162E OHS JON 1 MOE 2 ISAE 5 MOE 4 ICON 5 10 ID ID ID 5750-00 1 1.2232E-02 -1.1141E-01 4.15446.03 -4.1421E-02 1.4416.0E 416-10 Y-2.3162111 - 6.5217E-01 1.31160-02 2.14032-01 S. -02 5710-09 Y -1.4743E-01 -1 61014l 1.41S0i-01-1.2411i-01 4211-10 ROT2 -3.5156E-05 1.411E-05 -2.4339E-4 -4. -OS -f .l la li-OS SSX-4 RRZ-2.1501i-OS 4.14 S6-Ol -1.5141E-4 1.0472-04-I.1420-05 616-11 - - 51E-0] 1.14545-01 112712-02 I 6T1-11 i -].51 0-01 1.0512E-03 1.5611E-02 1.9242E-01 5.0507E-02 6712-01 -4.1096E-01 4.6124E-02 1.60472-01 -1.5140E-01 STX-11 Porl -]. 05 2.4115E-05 -2. -04-2.55155-04-5.78322-05 ROT: -114012-05 1.41222-05-1.1455-04 -1.6110E-05-2.72441-05 6TM-12 671-12 1 5.5701E-01 2.4393E-01 7.1062-02 1.1431E-01 3.35472-02 9.5100E-01 0.6040-4-4.4557E.0a 5.32021-01 2.6111112 YJ22 -1.214544 1.06556-4 -1 STM-11 ] -4.00656-03 -1.2405E-01 -e.144i-el 2.71142-4 1.71212-02 - ♦6]a-O] -I. af9M-01 a. -02 6.4242-02 0.0022E-12 sSx-xi - - 1ne0ai-a1 n.-e.5343i-ol T a. 6452-e1 3om2-al - 44612-02 007E-DI -1. 22x111 TOLL a.aase-as 3.ea 2 es a.su is-04-l.uue-w -1 alas -as 571112 AOTZ - 1.3107E-06 2.4540E-5 a.6026a-04 -2.1477E-04 4.Jau-of 01161E -v. uaDo- a2 -a. - 1.2116-01 - - mi-m 6Tx-xl 311E-01 - -4 -1.01wo-03 4.1103E-4 511-01 7-2.322e-01 0477E 02 -4 447E-02 1.1010E-01 -2.2254E-03 471-11 i-1.70722-01 1.742-03-1.121-05-2.61641-02-1.22561-01 5Tx-01 VLL-4.00402-05 6.17052-05-2.20422-04 9. -w a.6w0.05 4211-11 8072 9.av50- as ]sues-0s-1.nw6-a6-a.vv5-06 S.av n-Ds 5Tx-02 3-1,05032-02 -1. -01-1.01546-al-4.0446-al 1 e3 471-01 3 -1.0496E-02-1.33542-01 -7.20110E -4.442E-02 3.27246-02 5114 03 Y 9.2103E-01 1. -4 1.42E-02 1a016-01 -5.5215E-4 4M-01 Y -1. -al 1.1404E-02-1.2654102 0.24161-02-1.20616-01 TIDE-02 110ri -4.3131E-05 ♦. sa 156-Os-O.vas2-a4 -v. uaa 6-04 -a .00[96-oa ,16-0l 007x-4.73422-05 1.43461-05 -1.5143E-04 -1.2231E-04-1.20241-05 556-4 a - 2-1]40-01 -2.3192E-02 -2.4u6-02 -5.5357E-0 sTx-a] s 9,05560 3 -v .30060 Os -s. 5l12 s-oa -a.au rt-ea a. 10207 0.5 1 -5 7742E-4 4M-0a -1 5040E-01 -1.44742-03 1.47547 02 1.40e-02 - sfll-Oa sma -5.094E-05 Ie2056-05 9.0012E-4 -9.n41.05 1.3731E-es 4750 02 MIx l.aso 0-Os ss146- - 05-1.54ve-o6-u4aa-os 1. STx-4 3 -2.3011E-02 -1.0041E-01 -1.1464E-02 1.6112E 02 -4.0714E-03 4211-4 a -s. u01*42-a.avae-as-s.ov6-03 -s.a0 ua-oa s. 511-04 r -1 s0 ae-ov -a. u456-oa 1. n>as-01 l.nus-Ov - s-4 4TM-02 - -01-4.22302-03 5.447E-02 1.4654E-01 -1. 51x-4 ROM -2.16231105 2.4731E-05 an6266-04 4.5213E-05 116411-05 4TM-03 0000 -2. .Os 2.4716E-Os -l.a0 sa-a4-s.06sa-as 3. 511E-05 - .s1240- a] - Os-ol n.vss 6-4 1.614E-02 9.vus-Oa srx-o4-1.2246.02-1.12406-01 1.1746-4-3.07166-04 1.21]2e-0] 516105 5 -12647E-01-1.5706-02 1105E-01 9.4602-4-4.26410-02 sTX-04 4E-a2 s. vsss-01 -a. STM-04 STx-04 STM-06 TH-LW 57x-07 57M-01 5111-07 six-04 Z -3,05072.02 -1.24422-01-4.42122.02 7.11216-02 -1.3202E-02 r 1.5104E 01 1.410E-0] 2.5151E-01-2.0317E.02 -5.5440E-4 Y -1 215E-01 -1.4627E-02 1.44E-01 -0.514E-4 -S.3 fa06-02 RQL -5.3531E-05-2.0026-05 -1.1112E-04 6.0147E-00 -1.4471E-05 1 1.52522-02 -1.41712-01 1 21042-4 1,4» a2-02 Y -4.1477E-s -1.6w0r4 1.204E-01 l a 2A2 -03 0070 4.3126E-e5 -051.mn-4 306[-el •4437-055 5075 -4.4011E-05 1,45112-05-1.07652-04 5.5501E-05 4.6117E-05 3 -1.7345E-02 -I, assE-m 1.'31202-11 2.65 Oa -2. -01 5052-5.03922-09 1.24522-05 -11402-05 1.4041E-04 -1.24542.0E 4Tx-o6 -021.22.2127E-02 1Oa L 9af21-02-1.30642-E--1.1122E-02-2.63541-01 491-04 005E ra1342.05 115412.05 -4.1147E-05 1.7757E-04 -S. -OS 4/1 -WO Z-3.asOs-4 - sus -al - av llE-oa - - 630E-Oa 47E-AN V - -4 - -01 -1.3105E-01 -1.]2 -01 47E-IAr AOR-4.221a2-as-saul2-a-s.a434-Os 1.4742-04 9. 05 1 1.12242-02-1.01.631-4 1.0704E-02 1.3642102 2. -aa Y 1.14751-02-1.242212 1.21322-03-111571-02 -2.1511E-01 4711-07 ROM -2.3135E-05 -1. 41427 05 -4.74850-05 1.370-04 -.5 -06 L.2.310 TAYLOR & ONES PROS pROGRN:e7Ae6/FILIYA44rklrg\ptrki,gl. Eta 6D4A 1040R1AL HOSPITAL, UNIT: 1IM-ISZAB Y1LS1 MILL OTRU[NR6 MHI0H80 BY U9C-97 4IL6 MI6: PA3111l0.DAT TAYLOR 6 GAINES PAGE 10 4RCOBAk: RAM/fILR:\picking\parkin 1. el0 HOAG IMIMIAL HOSPITAL. WIT. 004E-I9ZMB ROAR HALL m00TIA1 MSIu® Ff 1122-97 274E Wit 41.11.41110.042 W¢L NODS MODE ] MOOR 3 NODE 4 w06 5 LEVSL DIEN NODE 1 NODE 2 MOOS ] MOOS 4 HAa 5 ID D]ID ID ID •ill-0• a 1.0241Z-03 -1.0115e-01 1.92344=02 -4 5 0 e 41352E-03-4.01420-02 .1425E-03-4.14214-02 2.Nlat-0a 0•i-oa - ue-oa LOv 004.0v -a1 -1 .1 n 51 -o1 280-0 - - .n5u-n -a nuns-oa-2.Ef]o3-0] 424241 Nrt2 -1. as04a-05 -6.9542E-O6 -31024E-05 12264E-0•-1.41]M-05 )w R012-1.091[ a LU11Y as -2.1226E-05 7.0444E-05 -9.1024E-05 421209 X 41342403 - 0422E-01 3.5624E-02-4.2195404 2.0534E-03 2124E % • - f.266f 8-0] -]. 5)!l8-n 1.636E-Oi 421-09 T I.00741 01 1.On n-w 4.513E-Ol-].40••6-Ol lw-OS Y - .1201E 02 - 045E-n 4.9242E-02 7.1026E-03 -2.7044E-01 •TI-09 ROTS l.)O Sl6-OS •.41653-06 -9.5262E-05 7. OS 00 %-OS ].•991 E-OS ]w-04 Ran 9.90000-06 6.21191-06-3.4324845 6.1314E-05 -9.042E-06 419010 1 6.]SOOi-n -1 .0152E-01 ].f 911E-02 - .5]w [-Ol fx 3.44704-03 -4.4160E-02 1.1419E-02 -3.6149043 1.05364-03 417-10 STM-30 0022 -6.0644E-w l.wl5E-OS-1.01••E-OS -1.052140E l.]]]5[-OS RON. -3.3403E-04 -4.0114E-06 -4.1424E-05 3.2243E-05 4.1241E-05 412-11 X 442542-01 -1.0144401 3.7404E-02 2.5916402 5.80041-03 30410 4 3.1409E-03 -4.223E-02 1.2454E-04 -1.34443-02 4.27093-03 016-0] -].]n 0i-n .nl l•0-02 - .1504E-01 ].11101-01 -O2-1.59343-01 4211-91 00.22-1.14413-04 1.4226E-05-1.22302-04 -1.1693E-04 1.3151E-05 140-10 R022 1.24443-06-1.36413-06-4.10434-05 -7.8270E-04 5.01251-05 w4-0] 421-12 x fJ110[ 01 - 'SIn1-05 -e. e0246-w cw51-o2 -z.zon E-Ov ]w-n r a.65001-m - Osv-m v.vu 0E-w SS u.Oa -vA vt-ev 4'M-va w]z v.7n 7E-oe v. nva!-as -l. mOe-Os -v.aso 5-0• v.elvt-04 !w-iv norm 4.4011E-04 6.05042-06 -4.4212E-05 -4.! -Os 4.]N M-os 340-21 x 3.35123-05-1.46118-04 1.4E00[ m 4.25011402 101E-0a 3.1240E-0a )w-12 I 1.aa41.03 -2.owt-02 1.3401E-02 4.Nl0o-m-0.38014-03 ]0t-0• - - - 1.Oat•o-n a.5nv-0] - 1.1n4I01 Iw-H0 4M! -3.2205E-06 2.7249E-05 -S. 350E-05-1.]e]]f-04 1.2413E-0• ]w-1] NOEL 6.729.404 1.1555345 -]. 1024E-04 -1.2400E-05 4.4141E-05 ]w-0l I-].75151-0] -7.1103E-03-I.N63E-n-•.]!•]i-Oi -0] MD -El ]a ]9t-n 49t-w - .IN 14-05 5. )f 6f3-O] 975f E-Oa -1 5 [ w Y - f.17111-02 -6.0001E-04 -1.10011-02 0.41113-03-6.I1192-02 310-01 ROIZ -1. 11 ff E-Of O.EOOn -O6-O.00l9[-05 -f .lO Sl E-Of -l.f 070E 06 lw 00 ROS2 7.3021E-04 1.6211E-054.03324-05 - 2.1440E-05 4.1146E-05 ]M-03 3w-02 3w-02 ROTS 2.9119E-05 484731-05 -7.1144405 -2.4064E-06 1.50401-05 Y-7.43391-02 -5.14598-03 3. NOTE-2.47141-05 1.5210E-00-4.55110-03 3.4143E-05 2.20624-05 11D-05 1-5.51141-02-1.03249-02 54025402. L40032-02 -2.9491E-01 340-05 W14 -2.)N 14-OS -4.4345E-Of-4.0571 Z-OS 1.9459E-OS-l.•Sn[-OS 360-06 Y -4.417/2-02 -4.16021-03 4.52703-02 -3.4452E-02-2.e132401 320-134 2-2.74402.03 -2.4910E-03 1.4300E-03 -1.5074E-02 3.35304-01 ]w-LY TAYLOR B GAIMB PAGE 11 44WMH: Bn4i/4IL0:\parking\Wrklrgl.Y0O HOM 1004%IAL HOSPITAL, UNIT: RIPE-I100011 MGR HILL STRUCTURE OBSIGN= n UBC-13 PILE LOOM: PA4II=.DAT 2w-01 2=-01 2000l ale -Of 2 -2. 4104444 -2. 04900-02 -6. -w - 4.2434802 1 69474-03 x-6.52030-04 - 2.3674E-w-1.0440842 -1.1110E-0a 1.6855E-0i Y -]. Sa 1l [-Oi -].SIG Ef-n 1. •3344 O] f. -02-1.1400Z-02 4012 -7.2301E-04 1.5014E-05-1.46152-04 2.2246E-04 6.4224E-04 x -7.f u46-0a -L n7l4- Ol -1.441 {e-03 -6. 01 4.906401 -2.1761402-4.41402-03 1.8026E-02 1.43152-02 - 1.196M-01 220-05 S-1.40244-03-1.7331242 - 5. e4311.0] 1.62458-04 1.10411-03 1w-03-1.34302-0] -47294E-0] 3.004E-0] 1.41-0-. -01 3w-00 000i -9.43415-04 0.5261E-064.20426 n-04 2-17270-00 -3.992240E 3140-04 4 -2.720242 - 1.44423-0a -3.2230E-03 1.101401-7.1574401 TAYLOR 6 GAINES PA03 13 PRMPA1: [TAM/PILP: \prkfry\prrk0Al. 1.10 Nob MEMORIAL HOSPITAL. WIT: VIn-M0RP nMR PALL RwRN4 DESIGN= ET 1111O-97 flli 301301, P1111ZIN.MT LEVEL DIM MOM 1 NODE ] MLOE 3 HOE 4 MODE 5 LNEL DIM NODE 1 NODS 3 IKON I WEB 4 MOE 5 ]0 ID ID ID 2340-10 2 -4.6510E-0E -1 .50 - 7432E-3 -5.1927E-03 2.03126-02 147 06 I 5.5013405 -1.1241E-04-1.1144404 -4.0442E-04 3 a=-LK 14 -1.2411E-02 -2.401340 7. uss POa - - - 9J0606-Ol 441252-04- 1m-LY IOSE 6.Ow 2t-O6 -a. 703E-oa -9.0614E-OS ]. 2791E-0]-5.130a-OS IR-06 0022 -4.5266E-04 -1.0661E-04-9.41NFOl 1. -Oa -7 3110-07 I 2.1036E-02-1.3363-02 0.1190E-04 -1.2501E-02 2.4e1143 Less DIPS MZM 6 MODE 7 200E 6 0tt2 f MODE 10 1.310E 2-02 - 1.anf[-02 4.19033-3 ID ID 200 07 ROTE 4.1492404 -1.0240Z-06-1.]S19t-3 ]•331-3 5.21340-OS -0 ilia 03 42 4211-61 Y 5.1436E-03 -4 01712-02 - 1.44061-02 22D-04 Y -S .l llf0-Ol - - lf0-O] - ne-3-1.0115[-O] 4224I ROTI -4.44300-05 1.2260-04 - 3 04000-04 1.4131E-04 4.6511E-05 2=-D1 Ems a.43s3-06-1.1a1a-04 -1.1447E-os 4.2644E-04 2.0474-0s 42H-01 1 - m-Os 024E-43 -l. 1354E-04-5.042843 43425E-03 422.0E r •.nsu-n-s.44311-3 22027E-M-2.033E-01 -6.6002E-02 aw-m x l.oa•n-43 -v. sysn 43 a.7537403 1.47270-3 -2.234E-3 622-01 0001 -1. N9u-Os n. OS-2.3e6.40 04 v. -04 4.02716-04 424-02 a -1.6136E-01 1 9471401 -5. -02 1.70314 02 2.24112-02 i3o0• - -w -1.MSC/ -04 -3. lue-02 6T1-Oa Y 442222-3 4.72402 6. -02-2.84622-01 -4. -0a 21D as 2 -6.442982-63 -1.400E-3 1.42500-03 -4.403m1 n auu .5 o-ia 4Tx-3 44.050-05-7-05 -2.7003E-04 15110-04 2.4422405 = 2-10 7412E a. 7228E-0a-I.an4E-es •. a4741-01 - 4.1413E-06 6.22210-0s 200-11 x 3 -n -7 1951E-03 2. -03-5.84243-04 -1.2940E-03 4243 Y 4.70128-3 -1.0260E-03 4. S5Z48-03 ip0-il Y -4 47I15-0]-I.nS]Z-433 24144o3 412-01 -1.134E-02 i7H-N OmZ t. ]l ]0[A• -i.4N 5i-OS -]. Nf•Z-O• 2441-11 Zmi 2.2639E-06 4.54744-04 -8. 40415.04-8.45411-04 2.26058-05 4 -2.91254-03 7.1121E-04 -3.36140E 1.1537E-3 qN-0• V 3.4401E-02-2.17021 02 5.2216E-4I -4.4410E-02 4.4572401 260-14 Y -2.4615E-01-0.12111-04 1.12702-03 2.563E-3-1.74148-02 6511-0• ROIT 2.5051E-04 -7.6094E-05 -2.1926E-34 4.2182E-05 1.2342404 411-05 x 1.25968-01 1.7928E-01 -1. -01 2.7745E-02 14247401 122-42 E 1.27441-04-1.50044-06 4.45611-3 1.240743 1.529043 411205 I -1.352E-3 4.10021-03 -4.7069E-3 1.24341-01 9.19171-01 122-2I Y - .1nat-0] f.]a•7[-Of 6n-OS R3Z ].)]l •t-0• -1. -04-l.]]191-0• ].fn6i-04 -9.n Nt-w 10241 Rm2 -1.4574E-13 2.f07t 1] l.41151 11 42.14708-11 1.2413e-11 6290-04 Z 3.2657E-01 1.6317E-01-3.01240-01 4.0111E-02 1.4073241 102-01 x 23135E-0• - - 2828E-3 n2 - ET]-o6 Y-621714-02 1.37430-01 -1.3151E-02 m2-ov - 43f-01 102-01 r .v»e-Os a.nmis-o1 ]•eo1 1.n•69-G4 - NH-o• gen2 42411E-05 -2.2001E-04 -4.4124E-04 ]. r•262-o• -1.'S o• 1f]-01 fmz -6. 071et 07 ].n79t-06 -0.1009E-06 -s. 227]e-06 f. 403E-aa 1ST-02 .4301E-04 - u408-03 -1.5410E-m - 442S-03 4TH-LY r - amv-m 15e-3 .0228E [-3 .4096E-01-5.44426-0f 2801E-3 1.531E-04 1.2714E-03 1.5111E-03 -1.2113E-02 4TH-11 RHT e.96978-05 1.08400-04 -5.4026E-04 1.0030E-04 -lean-04 102-e1 4mz 1.;95E- a.4Nn-o4 -v 0004E-0• -4. Sva>E 0]][-os 1ST-3 144-03 105-03 1u-04 1u-04 1ST-0• 1ST-06 a 2.2405E-04-1.31713-03 -1.014443-1.54170-03 2.3030E-03 Y 4.57754 3 7.00202-04 2023E-3 5.424243 -2.5326E-0a x -9.7202E-04 -4.394E-3 -3. 3 4. -04 1.2640E-03 ROTS -1.5471E-0l 4.3414E-06 - 2.43973-07 i .1723Z-04 -2.2610E-06 a 2.31810-04 -3. -04 .328412E V - .24742-3 S.11e5a-0S - 5212-04 ROTS 3.4916a-07 -9.0n12-07 4.2142E-4t 1.3fan-06 3.4130-o6 4TH-07 02 1.0210401 -5.1424E-3 .137E-01 T-1.04401-02 1.24021-01-1.S14f1-01 3.9011E-01-1.1Ne3.01 RYAS 4.4461045 a. -04 4.00006-04 1.1201E-04 2.4023E-04 -01 -7 74120-3 4 71712-0i 01 2.1022F01-7401113 0 -v. -05 1. -w anon-04 -1.3 34405 1.300F44 42 5.9511E-04 1.2142E-01 Ross4.235404 1. 027E-04 4.2007404 -1.0411E-04 -1.2454E-04 L 259 TAYIOS 4 OAINES Pi45 13 P] WSAN:2TASS/ RL[: \parking\parkin/1.210 WW1 11121011AL HOSPITAL, UNIT: WW2 WILL STRUCTURE DER WEED BY 01C-57 EWE NAM: PARKING. DAT 0 WOE 4 D[ 7 NODE • Im[ f MODE 10 D 10 6711-10 x-4.41412-02 4.47661-02 1.1113E-01-5.67501-02 -1.1514E-02 41N v0 x 4.3511E-02 -2.40201-02 4.6451E-02-7.10471-02 5.5413E-03 402-1] 41M-13 511-M1 5114-N1 SSN-Nt 5TN-02 5n-02 5TN-w 51N-OS 61E-03 51N-0 STE-04 STE-w 19004 x 1.4113E-01 4.72391.03 1.1104E-01 -4.0147E-02-2.50532-02 • 77531-01 1.1413E-02 1.3172E-01-4.62512-02 -4 000E-02 Y 441162-02-4.5204S-02 1.3999E-01-0.64271-02 4. 0a • 9320E 01 2 40402-03 -4 null -Oa1 03 5,57021-w T 3.0446E-02 -4,4566E-02 1.44142-01 -5,4174E-02 3.4566E-02 2015 105322-05 1.4713E-0s -2.010E-04 1.11411-04 4.041E-06 ]-7,14045E-02 1.52161-02 -5.01421-02 3.14044E-02 -3,34972-02 Y 3.1419E-02 14.6195E-02 4.0656E-02 -4.5725E-02 244131.02 x 2.0259E-O9 9.1304E-05 -v. -04 1.119E5-04-9.95259-00 Y 1.21051-02 5.0572E-03-7.46052-02 4.00102-02-5.47202-02 7AYL02 4 URINES PAGE 14 PRODRINt ST.VS/PIES:\PURIM) p.6k11191. RIO NOM ]00011AL 4000E AL. WIT: 0114E-04'ML 11SM NGi STRUCTURE DES]01m SY U[C-57 TILI KAM: PAINI1163.DAT 4512E DIEN MOOS 4 MOOS 7 200E 4 Nm] f Iw] 10 ID 10 ST0-10 572-10 3mM-11 5TN-la 4TN-N1 471021 x 5.1130E-02-1.03504-01 5.4116E-02 -2.2014-02 14.0261E-02 Y 1.4114E-02 2.314112-02 1.414140E-02 14.5111E-02 2.45702-02 Y 1.40702-03 -4.1447E-04 1.55012-01 9.7101-03 4.4470E-03 ROTE -2.1256E-05 2,1741E-05-1-1101.04 1.115E-04 aw7402-05 x -1.2024E-01 -2.0421E-01 5,67591-02 7.45611003 5.61450E-02 Y-1.45402-03 1.4021E Of 1. -01 14.0112E-01 4.27022-02 L S. n404-00 -2.100E-05 -1.4614E-04 3.410E-05 1.00702-05 472-01 1-1.IDv1-w -1,0770E-01-4.45542-02 4.7344E-02 5,05012-02 370-Oa •4n-04 .HE- n-Oa uln-or l.40030-w 4254 01 041E 1.100760E 1.5350E-04-s.u0v-OS s.m41-05 1.541E-OS 4Tx-02 x 3.6014E-0 -1.4571E- 2 114144E-01 1.1201E-01 314022E-02 4111-02 4010E -], -05 1.12112-04 -1.0441E-04 6.1341E-05 5. -00 4114-03 2 -4.01431-02 - 1.04552-01 -4,5422E-02 743302-02 3e547E-02 -02 2.9427E-03 1.5050E-01 iTx-Oa Y v.vvl vs-o2-2.42542-02 3,24002-02 3.122E-02 242272.02 1111-05 i 1.1045E-01 1.5044E-03 - n[-ea E 1.2417E-02-1.07322-01-4.06502-02 4.36122-02-414252-42 SI-OS Y -4.5114E-01 4.3001E-02-1.7022-01 30321-3.3102E-01 Y w S13-0] -i. n•4[-Oi - .Sl Si [-Of .0213E-O] N -es Mii 1. von-00 4.70n1-05 -3.7475E-04 1.w 2004E-04 -1.4013E-04 SOU 1.33520-05 40420E-05-1.31131-04 1-32242-04 -a. nag-04 s1Y-04 5 1. --4.02102-a -1. - 1- 430] - 202-02 nsvt-aa 5.41242-02 -2. 01 2. 4T2-05 Y - 0477E-03 -2.0772E-02 - .u92-01 -1.1433E-01 1.wM-01 s144-04 ROTS 1.1140E-07 v.vle[-04 -v. t]01-04 laf)ss-31 vonl-as 4Tx-05 IIOR 3.3046E-05 1.6325E-04 -1.3435E-w 7.1170E-05 1.40262-04 1 2.45712-01 -5. -02 -2.6061E-02 4.4454-02-1.13412.01 411-04 1 1.1614E-01 -1.0144E-01 -1.2244E-01 9.0447E-02 -1.7450E-01 x ant m5-03 nu-m 472-04 T-2,05202-02-3.44042-02 -2.1444E-01-1,53441.01 6,40262-02 ROTE-2.10412-00 O. v6 [-40-4.44SOR 04 1.44222-04 141272-04 421104 RDrz -4. -0E laota-D4 1.106D[.04 1. 044E [-DE a. -04 STK-07 X 1 9093E-019 11542-02 1 01 1 40311- 472-LW 5 1.5147E-01 - 1.43232-01-4.27352-0S O. 02 9.731E-01 57K-07 Y 1,5110E-02 4.4042E-02 -2.1514E-01 1.4570E-02 3,4661E-01 01 2.15201-02 STI-07 MR -3.4140E-05 4.1504404-3-310715-04 1.2632l-04 -7.44512-05 42M-W MS -1.4076E 05 1.721E-05-3.15471-04 -7.4447E-00 2.17141-46 STK-02 1 I.]]S ]E-Ol-O.Oaf•-O] f.511{S-w -1.005E-0] - .{]I05-0] - -w 1.20142-03 1.604E- 3E-02 -1.62610l 7, 2.51501-01 4TN-07 Y -1.4112E-02 -4 -02-2.19171-01 - 1,4007E 01 4,41432-02 STI-33 MRS -4.0422E-05 3.2w•[-00 -3,vsa-04 1.1433E-04-1.n02-04 4rx-07 ROTE-1.40]a-05 -1.1014E-04 14.2342E-04 1.32012-04-2.1922-04 TAYLOR 4 OEMs 2402 15 PRWTAN:2925/531.2: \p.r43Ng\Wrkin51.410 400 6®1•[AL MM SPAR q1.4 S•RDCT4E OMS111® 2Y MC-12 211.2 242: 10.12I20.54.T TATfgf 4 URINES PAGE 14 pp04pµ:ITA30/PIW:\psrkio2\W2kln9l.110 ROAD Im10121 2:221722. MNIt: RI12-III0.211 LEVEL 0111.11 NODE 6 6C01 l MOE • 6NOE 9 MOLE D[ 10 Y1L DIRE 4G01 6 I101 7 NOON 4 NCO1 9 M01 10 ID 10 ID ID 411004 T -f. -03 -•. 3001E-0] - 1.6901-01-1.14541-01 1.2770E-02 421002 Y -4. 54122-01 S. -02-0.72022-02 - 1.72412 02-2.15022-03 4TN-Of 11012 -6.4405E-05 7.1545E-05-3.21702-05 1.4001E-04 -3.12372-05 1 1,5314E-03-1.51422-01-2.61212-03 4.0455E-01 -2.51202-02 47N-10 - 912E-03 -2.21042-03 2.46072-02 5.2449E-01-7.44421-01 47I-10 SRS -3..5-es l.Ov v-w aasu s-es 1.144114E-04 -5.4740E-Os m-11 41N-11 in-vl 33X-12 4TN-12 110-NI 3RD-NI 3RD-111 300-01 )10-01 250-01 3RO-03 1 -1.5700E-02 -1. n351.01 1,52422-02 1.67272-02 3.5414E-02 • .1211E-02 2.01442-02 1.047E-01 2.24222-01 -4.004E-02 310-07 )RD-01 150-Oa 1 4.2211E-02 -1.0212E-01 2,11542-02 5.2551E-02-1.14612-01 T - 1,07262-02 -4. -02-2.03442-02-1.64522.01-2.10051-01 1 1. 474E-01-1.14012-01 L.77002.43 2.30542.01-1.05342-01 -05 6,1060E-06 1.24742-05 310-00 310-00 ]SD Of MTL-2.47122.05 1.30042-05-2.00342-05 1.0411E-04 1.11432-04 120-10 L 6.56412-03-1.34342.01 -4.4101E-03 1.73732-02-5.00402.02 1RD-10 - - 042-02 1.35a0-01 722-02 - AD-vo 2072 -0.43330-06 1.43272-05-1.72322-05 3.3950E-05 0.155M.05 200-11 Y 14,2172E- 3 1414437E-02 5.0070E-02 1.0207E-01-3.53421-02 M2-1J147E-06 -4,2414E-05-1.12461-04 2.5521E-05 4,4415E-05 IRO-vv MI'i v.mu-Os a. -0] -3, w11-05 4.45352-05-414314E-05 Y -1.1414E-02 2,45011-02 1.03011-01 3,42072-01-9.4701-02 ROTS -2.12152-05 -4.5410E-06-1.74701-04-1.90142-05 1.3503E-04 x-6,24242-02 1.0014E-01 -4,3240E-02 4.42,31002 1.2411E-01 ROTE-1,04561-05 1.12412-04 5.0175E-04 1.5144E-05 -1. 21002-04 1 -4,0075E-02-1-50431-01-4.53071-03 6.4175E-02 4.2227E-02 OM-05 -1.2021E-0a 1.7020E-0- 0021 -5.5660E-05 1.2011-04 -1,5604E-05 3.7014E-05 -1.41151-06 5 1.4060E-02 -1.3106E-01 1.1456E-02 0.4017E-02 -3.2142E-04 320-12 1 -1,0460E-02 -1,2237E-01-2.74462-04 3.10421-02 1.5271E-02 ]90-i1 Y -1.1354E-02-2.22162-03 5.22742-02 1.17722-01 1.1001E-02 320-12 MR •.l]105-OS ]. -OS -4. 16 ]45-OS -1.0051E-0] ].10i 55-00 ]50-14[ 1 - 141E-0] - .500 {t-O] - l]fll-OS 055-01 ].55111-01 240-40 Y -1. ]]l tl-w -1.3311E-01 n[-Ol l.Ol v[-Ot l.t]n1-02 2E0-21 4002 5.20462-06 5. -05-1.1004E-05 -3.44211-05-4.51272-04 2N0-01 ]ND-01 2ND.01 2/ID -02 2-1.20071-02 ao41121-02 -147120E-02 34740E-03 2.00222-03 Y -1.1365E-02 -4.3411E-04 171-02 ROTS a47761-05 4.70142-05 a.9722-04 1.63322-05 3.1404E-05 2 -0.5519E-01-4.21542-02 -1.12521-02 - 1.111It-0] Y - .01412-02 -1.4151E-02 4,00551-02 x-].ovE-00 551441E-05 n. -0E 1.5047E-05 3.1317E-05 L 5.1610E-03-1,]]601-01 -3.5361E-0] 4.50,41-02-3.51302-02 220-03 1-3.32672-03 -1.4724E-0] -1.1410E-01 3.51E S 2-w 4 Of174-OS 350 31 -03S02 4111-01 2.113 03 2421E-03 -1.7044E-02 1.2210E 02-w J.ouow 120-04 MLL -1.1101E-05 {.]S01 05 -S. 06 S.1535 [-OS LOSS SS -OS LM-0 ROTS -2,4007E-05 6.703E-06 1.1200E-07 1.1514E-0S 4.42732-OS ��^f20-05 1024E-0v -4,1140E-w 1.1036E-0] - 1M-0S 1 3.5141E-0] -5. 1]I R•-w - 001E •-0] 5944E-w 00-05 7.7112E-0 - SSN4E-0L -5,5133E-05 - .ra42-01 -3.1u05 ]W-04 4R0-05 ROTS 305131.0E 1.2550E-04 -7.703E-05 13v41-05 -Y -6.3240E-w - .7021E-05-1.05f01-0] - -1.1575E-11 LM-OS L0Y2 -1,303E-02 1.1033E-05 I.42470-05 -1.35142-05 5.+5]01-05 210-04 ]RD-04 G0-04 3I0-I11 lM-M 30-IY ] 3.70102-02 -6.4100E-03-2.11242-02 4.4422E-0 -1.2441E-01 Y -1.04112-02-4.35452-02-5.70742-02-1.11332-01-1.01122-01 -02 -1,011E-01 -7.37442-03 0.06242-02 -1.2714E 01 10-05 1 1.1452S-02-5.02042-02-2a9242-02 3.3.05E-113 -4.0475E 02 2R0-05 3N0-05 G0-04 2N0-04 2 1.4415E-02 -5. -02 -2.2452E-02 2.00211-03-4.1032-02 L 210 TAYLOR f 061115 PAGE 17 P6001 6 s A¢9/PILP:\prkilg\prklnll.810 SMAO N6110RIAL HOSPITAL. MIT: KIPS-1NLM6 MMAR IW.L 6T511LM[ 089IG1® 6Y 0P[-9) FILE WANE. PAPJIMO.SAT 1.6RL DIRN M0E 6 S6A6 7 NODE 4 N008 9 100E 10 ID 260-1Y Rm1 -s 7426E-15 -3.3571E-01-3.3141102 -17142e-02 1.40 46105 05 210-07 S 1.5009E-02-4.24211-02 - 1.5011E-02 -4.15.1E-02 o1E-m - .4311[-o 21 0-PI 6%R 1.3134E-06 -1.5596E-15 1.9511E-05 1.6017E-05 1.1290E-06 ]NO-06 1 1.00711-02 -3. -02 - - .9601E-02 106060E Y -5.11llv-0-1.1611E-0-1.1211E-0-3.16152-0- 2N0 05 ROTE 1.1619107 -2.9695E-05 -1. I1166-051.6906E-0 5 2.1151E-05 380-09 x 4.74556-03 - 410121-03 1.6202E-02 -1.5.11E-02 2110-09 Y -1.7401E-0]-5.16I1[-O] -5. 016fe-0 -1 .5l Sl6-O) -1.5141E-Ol 2N0-11 200-11 NOT/ 107106E-06 2106E x 41154104 38061E W1x 5.0152106 16T-N1 161-N1 1N5-m 111-01 1.2177105 -4.1115E-06 4.5614107 -1.500E-01 -I.t0136-02 -5.120960E 1.0501E-01 5-0 -1. -03 3.1172103 1.6401-01 -1.1565C-01 3.2200E-06 -1.1164E-06-6.3]6u-06-6.1u•e-0l -4. 6501C-06 -5.0417E-2 1.3110E-09 1.3915E-04 1-4.55531-03 -1.1516E-02-1.44161-03 6.5076E 03 6.0115E-03 TAYLOR a GRIPES PAGE 14 PROGRAM: erns/ma :\park tog \P rkllg1. 660 MA O HISORIAL HOSPITAL. MIT: [IPB-I1C1166 BRIAR HALL STRUCTURE 066101110 SY 122C-56 PILE IPIR. PARRI10.5AT NODE 6 MODE 7 ME • moot f MODE 10 LEVEL GI NODMOVE00 16160E S ].611]5-OS-S.SII]i-06 .61116.OS .1551E-06 - 515.0• 121-06 Y - - - NH-06 -6.1004E-0t-1.0I54C-01 -1.0 146-01 1ST 06 tliR 1.6642E 0l-1.12261-06 -1.1101E-06 1.1559E-00 1.6069E-07 LEVEL DIRE 14308 11 I4:06 12 MODE 13 MOE 14 500E 13 10 In 051E-01 1.7542101 14230103 3.6545E-02 61N-61 Y 3.9133E-03 63.5E -02-4.54422-02 - 5.11242-01 1.9901E-01 6M-NI RO[Z 5. )00)5-OS 5.1317E-OS 4.02401-05-3.54291-05 1.3361E-04 63E-01 6.9591E-0a s. vtOe-Oa - .216E ¢-01 ssa-oa 11M-01 Y • 107.9216E-02 -5.2152E-02 2.0761E-02 7.3013E-03 513742-01 4704-01 ROIZ 1. 6161e-06 1.2313E-Ot -1.5221E-04 -2.3411E-03 5.7910E-05 6TH-04 67M-04 451-05 •SN-05 42N-06 411-06 Z -1.1411E-01 7.59121-02 1.9610E-0] -1.4611E-01 4.3090E-02 l -1.0153E-01 6.5166E-02 7.6144E-02 -1.2902E-03 2.+0141-03 Y 5.13172 0a-1.41++1-02-2.6037102 7.04421-03-7.63471-02 ROTS 2.1221E-04 -1.6115E-04 -l. wsll-04 -s. 4452E-Os -6.Ssa l¢-o5 6. -02-2.11411-02 1.6111E-02 601E 2.1121104 04-1.7310-04 Te-Oa - OOE-oa ua-03 r 1.1042E-01 1.4031101 -1.03 -w 114056-01-6.03241-0 8072 21196E-05-2.24331-04 -9.003E-05 -1.2131E-05 -1.0606E • 1.2527E-0l 2.0.6E-01 1.4401103 1.606E-01 1.47512-0 S. -03 -1.2011E-0 -1. -OS S. lt{O S-OS -1.006E 06 16260E YRL -6.f15 ]v-06-1.1645105 .2.1606E-06 9.6122E-04 6.41812-04 429-12.1 I 2.2264101 7.3014g-02-l.46134 0a -1.2 nee-0 1. -02 110-n 61 .1E 508-O] -f .56 t66-n .1110E-01 4.041E 06-O] 628-22 2 3 02 6.7141102 1.020111-0 1i106-0] 1ST-02 Y -f .11t ]!-O6 - 1.6110E-03 1.1306E-02 -6.0550E-01 60-124 ROTE 1.12502-0 1.7205E-44 1.7196E-04 7.5261E-05 -5.7117E-05 1ST-02 ROT2 -1.54608-06-s.])152-06-f.f9lfF 06 ].fO5f0 Ot 1.001E OS 127-01 7.5510E-01 -1.9161E-03 5.2760E-01 1.1075E-0 60-07 Y ▪ 1.34202-01 1.7413E-01 -1. -0 0.75212-02 1.7330 02 122-03 Y -1.1116E-01 01 3 6651E-03-1.21218-03 60-07 2072 7.1764E-05 1.2355E-04 -115148-04 -1.0151E-01-1.67401-05 3R O] RO32 -5.1405E-05 -6.026H-06 ->. 1111 E-01 1. 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UNIT. TIPS-IRlrtr SIIWI 16211. STRUCTURE 060101= BY IIBC-07 PILE IWS: PARKINO.0AT TAYLOR P 0AINES PAGE 30 PRO PAPNETASS/PILE t2per i:g\prki:gl. PIO HOAG NICPIAL 11I4POTAL. UYIT: NIPS-INLgi AIW WALL STRIILTRS DESIGN= NY 1.16[-9+ PILE YAM: PARAISO.DAT DIRK RN NODE 16 NODE 17 MODE I] Ns 15 I5 20 LEVEL 0]v o8 NODE 16 N017 nogg IS NODE 1+ MOE 20 ImO Y 14E ID 200-41 t 1.52271-02 2.01473-03 1.9270E-02-1.51123-01 117.0E l 2,7070E-03 1,3445E-04-1.]501{-05 1.2106E-03 -1.7065E-03 Y 54]]1-Ol-1.=6{{-01 5.91i5B-0] •.Ol ]6 E-0] l6T-O[ - - l•1-0] .00•2-0) 2.0502E-O] ]=-LN Rm1 2.35161-06 -6.2555E-06-]All546-OS 1.4010E-05 5.5104E-06 SST-06 Kars I.22128-05 1.4523E-06 -6. -0t ].6+022-0)-1.500.1-55 X 1.1665E-01 1.1200E-02 -1.0424E-02 - .0002E-02 -1.4029E-01 LBVCL DIEM 120E 21 8003 32 MODE 33 MOE 14 moos 25 2100-07 Y -1.6751E-02 1.5522E-02-1.77068-01 4.5245E-01 1.46098-01 ID ID 62N-101 l 4.35358-01. 5.14118-02 1.11058-02 -1.9072E-02 -6.5460E-03 l 1.0140E-01 .1201E-03-1.21048-02 -2.2210E-02-1.21271-01 6110-NI Y ]at-Ol -f .5101E-0] 2113-01 - 106-0] Oft-Ol - e98-Ol 61N-N1 001z 2.05158-04-1.53088-04 1.02418-04 5.41121-05-1.16511-05 ]p0-oe Sml 1. -04 2.0321E-05 0.4444E-05 -21.242E-04-2.02023-04 6110-01 x 1.00038-02 2.7606E-02 -1.1009E-01 1.2001E-01 3.65008-03 260-09 x 620921E-02 4.14221-01 -2.3429E-02 1.54048-02 -4.4430E-02 6T1-01 r-l.>l6n-ov 1. uo+8-Ov -•. o168-W 3.54428-02 -1,4467E-02 6TN-02 - Ou-0] - n781 01 uo-Ov a=-10 - - - 67x-m 1.5404E al 711-01 - 241-01 en42-52 -32704E-0 2N0-I0 x - 1 nv46-92 ns 02 1.4202E-02 2 56074o2 5.2822E 01 a7N-Ol ROTE -1.7811E-04 2.00E-05-s.11251-04 5.6165E-04 1.405E-05 ]=-10 ROLL 4.7632E-05 1.2210E-OS -]. 1225E-OS 1. ]1165-OS -5.7I186-OS 2=-11 104E-11 LII-10 90-11 1CT-Nt 1ET-Nl 1R-NI 102-01 182-01 11P-01 112-02 1ar-02 1ST-01 047-03 bti 2.4026E-06 9.1521E-06 7.5565E-05 -1.1184E-05-0.52321-06 15L-04 18T-04 • .6932E-02 -S . 20658-03 -3.6810E-02-4,34101-03 -1.6526E-02 Y 1.0007E-02 6.74143-02 -1.5966E-01 5.1161E-02 -6.1121E-03 Y-1.17323-01 1.5569E-02 1.0122E-02 2.410E-02 4.11568-03 ROTn -1.5935E-04 1.930E-05-4.14406-04 0. -0• a. -05 z a. 03 Ls10 a-03 v. o331 03 27044E 06 ]. vvu as I 1.301E-02 -5.24551-04 -1.5565E-0 -1.2521E-03 -1.45658.02 DOTS 4.33771-11 3.74241-11 1.0516E-11 -2,6148E-11 -0.6816E-11 Y-3.14151-04 -5.1056E-04 7.4170E-05 -4 x 0.003E-03 0.0770E-03 -2.5041E-03 5051-1.53431-05 1.2847E-05 3.5445E-05 3.44511-05 2.07741-05 x 6-a 2951E-02 4.8623C-02-2.3254C-01 2.1560E-01 -5.395E-0 TM-04 r 3. 61N-04 0011 9.000E 04 3-04103-05 -2.5202E-04 8.7045E-04 2.03418-00 4TE-06 2-4.71501-02 1.04652-02 - 6110E-01 2.47401-01-1.57401-0 4711-05 Y 3.53122-01 1.2101-01 1.473.02-61 -4. el 2. -02 iTN-OS 0011 -l. ff 01-Of 1. ]llfl-Of-].]003-Of 1. l{1]B-Of -f .44E]8-OS fill-06 61N-LW =-Ill 6TN-07 6TN-0] 1 -5.54051-0]-4.51111-0] -4 265E-0] 1.2225E-01 -4.1309E-01 S15t-0 •e-01-5.00501-01 5.•5101-0 ROTS -1.0111E-04 1,1115E-04 5.120C-06 -1.4114E-0• -1.1200E-05 x -4.1070E-0 4.2 -1.4400E-0 0E-Oa Y-3.14348-01 4.7004E-02 7.501E-0 2. -ea S. -02 11011-7.4803e-05 5.54338-05 1.+5551-04-4.57103.05 1.1000E-04 I 1.1465E-01 -4. -02 2.150E-02 1.4018-e2 -4.70582-02 Y 2.4451E-01 -1.45548-01 0.0754E-02 1.1353E-01 -5. -03 04 S 0.3275E-03 2.306E-01 2.4016E-02 -S.0 S6 C-Ol -l. -O] -2.9060E-01 f. 506E E-0] 3.2142E-Ol -2.2121E-01 Y -2.3605E-03 4.1740E-03 -1.2050E-03 4.0211E-02 1.30541-01 ROLL -5,0414E-05 3.0545E-05 -2. 33021-04 1.5805E-04-2.17453-05 ].0 ]171-OS 1.2006E-06 1. ]S 343-OS -i. 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MIT: IIPS-IP[Ta5 OMAR MALL ST53[NRS DESIGNED BY MC.97 IILP MANY PARRIMO.OAT �^. 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Hass -Os 3.3>s 05-06 2N-I1 ]N-01 2 4.21211-02-2.54710-01 3.3026E-01 3.1942E-01 -9.3104E-02 ROM 5. -05 1.02450.04 -0.0207E-05 -1.1016E-05 2.5596E-04 ]6m-01 S 3.1993E-02 -1.1555E-01 -2.2596E-01 -1.3554E-01 5.2355E-03 055E-01 - 5.9036E-03 5. -02 4.511--2.05219-01 9m-0101 ROTE -50 ww.-O5 1.625530E ].55s n-w 1.9107E-w -6. -OS IND-00 3M-03 3RD-O3 ROTEv.5mmol-I.OSa6E-ol 7.670E-02 3.27/7R-02 -2.7167E-01 -4.41340-OS 9.5952E-05 6.52320.0S 1.3610E-04 -1.2955E-05 s6a-03 a. n.55IOo-02 - 7.267E-02 6nm5-Ol Y -1.0559E-01 - -01 -03 1.3012E-0- 70-0 ROE -1.1702E-05 1. 5535E-05 5.2005E-06 7.16165.05 -1.6138E-05 2100-05 E-5.40015-02 2.0211E-02 - ms-02 3.9577E-02 -1.6597E-02 ]W-04 E 2.9619E-w -0.6636E-02 -].no50-w 2ntl4E-03 2.04050-03 •.v3]E-02 2.3002E-02 -f. nsei-la - - - 12N09 r -1.7.02E-01 eln-0] - -e] -1.0111E-01 - .0262E-ea M-as n002 -1. u5]e-06 1.5696E-05 -7.6565E-05 6.une-a1-1.1225e-af 15D-0-0f 0M1 -]. 0510E-05 -1.0151E-05 1. 2 -6.9960E-43 3.-0] -02 - - 100-05 I - ee 5i-w 661E-w 1.156)1-0] 2.1602E-02 6.9650E-03 1RD-0E r 6aU6[-03 1.0164E-o]-9.e2214 e1 u']li[-o1 210-es 3wo-a] - -e1 5.1001E-Oa 1040.0E REM -6.677.E-05 -1.4221E 05 -1. vva-04-6.11201-05 -1.10101.0E 2110-05 ROTE -1.2231E-05 -2.3312E-02 -5.1006E-oa -).0 ei -OS -7-0052-e6 31010-134 T 1.9257E-01 -7.6577E-02 1.066640E 1.1499E-02 9.4110E-03 TAYLOR 5 GAIMB PS W MN:ITA09/ 5I Y: \ parking \p32LL1 81.1110 ROM MEMORIAL 91TAL. WET: k ERMA MILL 50540110E 08SI0N® 5T 05C-47 !ILS SAME: 5AMIM1.OAT 2N-06 2N-o6 3-1.41710-02 3.3535E-02 4.91270-03 5.335E-03 1.52240-01 Y -5.2060E-02 1.5993E-02 -6.0044E-02 -7.0161E-02 9.25590-03 TAYLOR 6 RAMS MOa 36 PAW MM:0DY5/AIM: \psrkSA\park1M5.620 was 9113065051 HOSPITAL. WITt Il95-II18I0I RHEAS WILL rt1UCM0 DCEI056 M 55C-57 PILL NAM: PA503N.O*T LNG. DIN/ MOOS 21 MCC 22 MODE 23 IOAI 24 MODE 25 LML DIRN NCI 21 I4001 2l IKOI 22 MARS 24 MIME 25 ID ID u ID rt-04 3XD-LW 3 2.2824E-02 1.704E-04 2.4204E-04 4. r9 2 -3.1950E-02 1rt-04 T 3.0726E-02 0.31445-04 133420E-04 1.4671E-02 3. w41rw aw-u son -a.sw as Os assv lE-os -v .1134E-05 -1.027.2E-2E •.uou-0s 1ST-06 502E .3.0234E o6 ].ars ]a-00 •.as li E-o6 5.0145E-04 6. -07 2110-07 I 2.1060E-02 1.1400E-02 250-07 .15]95-w-2.45540-02-1.77010-02 1.2464E-01 ]MO 07 tlRa -2.4147E-05 2.0277E-05 3. 36 f)E-w 1. 54f 10-OS 4.0523E-0i L0-0r Y - 1M-00 9072 -0.4711E-06 -1.4231E-04 3M-09 39D-09 2ND-10 END-10 35D41 35D-11 2.6991E-09 1.16421-02 1.1566E-02 Y-2.34769-00 7 20340-01 - 74152-04 -7.7160E-02 7.74171-03 ROTE-4.]3600-04-2.50760-05 -1.5670E-OS -1.3546E-Oi -2.5552E-OS 2 6.707E-03 -1.5021E-02 -2.6746E-02 -5.310E-03 5.537E.03 -w - 0]212-0a - ]nnsl-oa -saw 56-oa 1407E -3.702E-04-5.5144E-05 -2.260E-05 -3.0246E-05 -4.7543E-06 T-4.64401-02 -2.1062E-02 210-23- 00-1] V -2.1053E-0] -1.7605E-0] l -6.3312E-03 -2.9219E-02 a10-u ROTE 2.5010E 70 05 1.00E-05 -4 nu5l-0E -1.0162E-05 5.17470-45 157-81 E 1.59026-06-1.01699-07 -2.06603-07 - - 610-01 1531460 Y -1.1534E-07 -1.0262E-07 1.51020-07 2.13901-00 2.236E-07 2 1.2541E-03-6.45271-02 3.2410E-02 -7.0404E-02 4.4370E-03 6450-06 - E-63 -1.5132E-02 180-02 Y -2.4295E-0] ] 1199E-02 9.2224E-w - 5253E-w -9.6269E-0] 100-02 ROM-1.43900-05 4.1955E-05 4.10001-05 3.9721E-05-1.74900-04 100-03 Y -2.5000E-02 -5.5550E-03 1.7456E-0] -6.5341E-04 -2.5725E-02 150-04- 18T-04 RODE -1. -06 2.5067E-07 3.5102E-04 4.6195E-06 -7. -04 12T-05 Y 6.3111E-03 1.4172E-03 1.4211E-03 5.6400E-03 1.2079E-01 L24%- [TABS extended Mee Olrnsional Melye1. Of Xulldlrg System 1.508 V.rsion 6.22 copyright ICI 3963-1996 NIRIRERO A6O STRUCTURES, 1134 All tights nerved TTlc copy of Rue 1. [or t . exclusive uc. of TAYLOR 6 OAIXM On.uthorls.d use 1e in violation of F.d.r.l copyright law. It 16 the r..pon.ibillty of the v Verify .11 results produe.d by [hiebrag.. 20 Jun 3591 12:00:02 TAYLOR 6 CAMS PAOI 3 paca MMAO MEMORIAL X06PITAL. OMIT: Yt68-IM0R8 W . RAY/AILS: \parki'g\p.rki:gl. eR TORAH WALL SPWOROe3 088IO1133 M O5C-97 FILE NANO: 1AMIN0.844 TAYLOR 6 OAIMOS PAGE 2 PROGRAM: RAPS/Plli:\Prk1A\partln]1.601 XOAO I®OII1AL MMPITAL, UNIT: 1I41-11R11[S SMEAR FALL flIDIcT18[ %SIOM® SY IRA-97 FILE NAM: 14.22111O.OAT 0060069:TP8 OP C0T1118 OP OMN:TIVP MAPS 9 t4MPM8 OF R1010114 STORY DGPXOAM / CM91 OF MSS //--CORM OF RIGIDITY--/ WPM MOOR MASS OM1M'R-4 ORDIMTI-Y 0.00,1I0146-1 O6DIWT9-1 6T1-XZ 1 3.191 2219.619 169.13E 119e.645 /00.911 1 2.509 2332.161 711.022 1691.06E 455.269 1 1.613 2113.774 674.315 1555.527 524.633 1 3.136 2091.299 645.516 1364.72E 56e.137 1 3.426 2015.165 624.116 1175.145 519.15E 6TX-05 1 1.11E 1115.361 605.306 135.737 431.)76 aThl-06 1 4.514 1141.741 567.544 617.234 161.466 1 6.15E 1111.444 672.861 115.69E 1130.735 1 4.655 1244.4/9 694.340 962.103 1112.556 1 1293.346 713.241 1476.40 150n51 4491.15 1 1319.61E 730.503 1416.409 120.521 x-11 1 7.534 1112.771 744.826 1460.366 100v376 1 1319.611 754.913 1142.295 653.631 5TX-M1 1 1541441 761.511 3033.003 151.51E 1 10.412 1551.411 74.361 1737.335 341.591 1 10436 1553.730 736.215 1476.111 421.373 5TX-53 1 15.841 1541.159 13c o6 1313. v 1 501.235 5TX-06 1 11.134 1540.644 71T.105 1160.61E 510.160 5TM-05 1 11.431 1426.369 709142 131.361 356.217 1 11.727 1506.ots 700.421 715.511 340.443 1 13.770 1330.630 710.511 315.134 761.753 1 1I.075 1316.634 720.256 loess 3311n47 5M-08 1 14.343 1111.997 729.335 163.751 1114.167 TAYLOR a 040121 PAO[ MM.MM A/913J:\p.W tt1A\rkis 1. P0R ROM IMYAIAL MOSP1TAL. MIT: KIPS-IMOQ➢ MUM NALL RMCMI OE6IO1123 M MC-97 FILI NANO: PIJMIMO.DAT tp065IMT16 OF CORMS OF MNATIVI MSS 6 MITERS OF RIGIDITY C%60IMTI8 OF MIMS OF CVMJTIVI MASS 6 L101Y8 Of RIOIDITT SNAP O1310 0OI / Cerra Or MSS //--MRM O9 6t0I3ITY--/ PNRY DIAO MON / MIR. OF RAMS //--MRM OF RIOIDITS--/ LN6 Mp®l NAAS OMIMTS-I 041DIMT4-4 MDIMTS-I MDIIPR-Y LVIL RUM MASA 01OI141E-I ORDIMTS-Y 060IRT5-3 MOINTE-Y 5411-09 31D-06 1 14.654 1105.147 744411 1221.222 171.151 1 17.314 1403.071 713.613 710.60E 311.435 51M-10 314-1M l 15.95E 1111.61E 743.365 1422.474 911.337 1 19.353 1323.411 737.771 09.567 819.552 1 15.16E 1111.61E 754.5e6 1413 A50 1156.451 1 39.153 1311.ee3 741.111 730.476 1440.201 5111-13 3M-01 1 15.51E 1327.054 159.352 1.56.99E 169.96E 1 11.06E 1314.415 146.314 174.414 1210.012 STi-XS 31D-O9 1 37.616 1446.177 760.615 1115.101 115.320 1 30.319 1113.504 150.05E 1238.100 960.051 4TH-01 1 11.956 1453.395 753.029 1166.711 167.160 1 30.537 1114.505 762.16E 1422.110 160.11E 1 16.360 1656.561 105.9,7 1403.741 345.580 1 30.e52 1117.143 154.010 1694.51E 1332.369 1 16.51E 1445.116 740.237 1196.65E 660.516 1 11.017 1111.030 740.417 1457.976 911.503 6TX OS 91O-141 1 16.171 1651.943 734.845 1206.112 529.275 1 13.352 1114.715 741.063 3540.435 651.106 41M-05 3110-51 1 19.171 1444.717 729.363 155.231 133.499 1 33.571 1311.133 766.748 1110.221 711e1 1 19.470 1434459 723.600 721.e01 390.59E 1 31.102 11/1.446 753.915 1440.503 335.045 iM-53 1 31.514 1315.513 915.037 171.133 710.497 I 14.211 1391.651 741.404 1414.408 434.157 9M-0♦ 1 21.419 1120.610 715.012 733.363 1253.27C 1 34.513 1311441 746.437 1219.551 422.316 1 22.157 1314.141 711.725 972.151 121/.213 1 34.509 1141.415 711.249 069.911 352.185 9T1-09 I61406 1 33.69E 1316.155 750.045 1421.651 954.360 1 17.215 1120.435 742.908 11.111 817.043 4TX-11 1 41.012 1320.403 755.101 7706.211 1111.455 1 17.565 1116.010 746.318 710.053 1359.611 4TX-l3 l 33.350 1326.173 159.305 1161.611 116.071 1 37.813 1313.432 169.566 910.538 1288.417 �� 1 35.382 1409.165 /60.232 241/.166 475.406 1 31.193 1312.507 753.e60 1303./73 1125.244 350-01 210.10 1 25.755 1416.539 754.818 1126.951 109.456 1 19.111 1211.326 145.115 1511.E41 1066.723 3M-43 2M13-11 1 24.024 1517.350 741.911 1625.154 3.5.661 1 31.115 1316.046 75/.321 1730.011 1368.24/ 1 26.13e 1417.116 749.50E 1409.124 665.493 t 31.033 1319.126 761.380 1842.514 1151.907 le[ -RI 1 26.622 1414.444 141.030 1316.529 522.224 I 19.177 1323.399 752.395 3404.240 616.000 1M-05 1 36.115 1410.152 717.940 169.511 307.860 1 39.310 1333.911 741.315 1046.000 047.171 Z 246 TAYIOP 6 GAINES PAGE 5 POMOAN:ETA66/PITS:\po.kllg\ptkllgl.0TR ROM 1®S-01AL HOSPITAL, WIT: RIPO-IR)R0 MEM NALL IITAVCNRa 0991916 0T 0K-17 FILE ]PPP[: PAARINO.CAT ,...'...."0.VRDINATms OF CMRRS OF MMATIVI MASS a 06000 R= or RIGIDITY ITCHY OWMRIOM / CIMER OF 5//--C[RT6 OF 010IDITY--/ LEVEL NUMBER SS OPDIIUI0-S 0501W'R-Y OOOIWTI a OMIMAT[-Y 1 19.23E 1222.015 161.010 1655.+16 1 29.256 1521.061 760.704 1417.105 11.160 1 19.264 1323.042 760.547 1200.001 0.002 59.266 2223.042 760.541 911.019 766.007 1ST-06 39.26a 1220011 760.546 761.000 766.002 TAYLOR a GAINES MPAx:aTABS/PI4I:\potk10E\12,111M1.SIR NOM NENORI.L ROSPIIRL. MIT. RIPO-INOY MUR KALE STMCMS D15I0NM 02 VRC-9) AIL[ MAC: PARZZR0.0A.2 TAYLOR 5 GAINES PAM . COARS/PIW ry :3MMIMI\pook11.0TR WMO MMOMIAL HOSPITAL, UNIT: RNWLM9 I-RI:11 MGA NALL RMCTUII Ot9IM® {Y YSC 9l PILM NAME: PAMINO.OAT STATIC WA0 ttWOITIIM VASSAL OISPY00410173 90R 01APXRAO11 I VALVES All AT TM MINTER OF MASS OP COARSOPoIMINJ OWMEMI IN GLOBAL CMMIMTYH / LOAD CONDITIONS /C LIVEL DIRK II Iv A 622-2I a 0.0040 0.0016 0.001E 0.0000 0.0000 0.0000 6T1-NI • o.0011-.0.0006 0.0000 0.0000 0.0000 RCT2 N-ov x 6TX-01 Y 622-01 ROTE ▪ 0.0006-0.0005 0.001E 0.0000 0.0000 0.0000 ROM • -1.4966-05-6.4692-06 1.1432-07 0.000E+00 0.0002+00 0.000200 6rx-m 0.0060-0.001] 0005 0.0000 0000 0.0000 r 0.O036 0.0017 0.0000 412-03 ROTz-1.51f1-OS-c Cl3t 0a 1.151E-0) 0.0001.00 0.000t.00 0.00o{r00 • 0.0021 0.0014 0.001E 0.0000 0.0000 0.0000 6111-04 Y 0.0061 0.0001 0.0000 0.0000 iTl w ODT2-+.1162706-2.7332-06 1.06111-07 0.000200 0.000a+00 0.0000+00 62-05 x 0.0024 0.0013 0.001E 0.0000 0.0000 0.0000 63.009E 0.0043 0.0005 4.0000 0.0000 0.0000 622-05 ROT. s.l sat-as-S asu-Os z.ssst-01 0.000t.Oa O.Oo0s.0o a.00a F00 670-04 r0.0006 0.0004 0.0019 0.0000 0.0000 0.0000 62-04 W01 3.2642-01 1.754207 2.601-07 0.0002700 0.060e.00 0.000200 671218 1 0017 e.00aa 0.0000 0.0000 611140 Y 0.0050 0.0024 0.0003 0.0000 0.0000 0.0000 aIN-W RO[Z 1.901E-w 1. 11 ][ Ol ].6+St-01 0.0005r00 0.000tr00 0. 000[r00 421-01 x 0.0030 0.0007 0.0017 0.0000 0.0000 0.0000 • 0.0057 01a 0.0004 00000 0.0000 0.0000 WYM 6Tx-06 x 0.0011 0.0002 0.0017 0.0000 0.0000 0.0000 A-ea• 0.0047 0.0020 ROMlols-oz-z. 206e-06 0.0005 0.0000 o0 0.0000 0.6600 621-00 ROu 00 X 0.0011 0.0000 0.0014 0.0000 0.0000 0.0000 • 0.0014 0.001E 0.0005 0.0000 0.0000 0.0000 ROM2-2.249e-06-1.6469-07 1.69)007 0.000E400 0.000200 0.000200 TAYLOR 6 TAINTS PMs PROSRAM:MMIS/PIW :\Mik11g\p6]k1x11. STR HOAG MINORU'. HOSPITAL, UNIT: HIPS -]MOOS SHWI WALL STRUCTURE 0201011103 0Y USC-97 S1L12 MAW: SAI1ON.DAT STATIC LOAD C401TION WI0AL O[9PIAmMRS MR 02APXRMAI I STATIC LOUD LVTI i0MI I AOAL 004P1A000DATO MR 1320P10N241 1 VAWIO AIS AT THE CENTER M I05S OF TM VILLAS AIR AT Tl0 0121M55 0I• MASS OP TM OM1SPOMIM 0UM0AM IN GLOOM 00020I14.T55 OSRAZS5050I1.3 DIAPHRAGM 00 OISAL 000 02MT1S / LOAD CONDITI00 / M/ !AIM CO IL DIM II III A C SAVWL DIRK I II III A 611-10 a 0.0072 0.0022 0.001E 0.0000 0.0000 0.0000 52207 S 0.0020 0.0007 0.001E 0.0000 0.0000 0.0000 o0aa 0011 0 000E 9TA-0+ 072-10 0001 6. a111- -v Om[-06 1.05Yt-Ol 0.000a.0o 0.000t.00 0.0001ro0 sTPol TOR 621-Il 0.ema 0.0000 0.0000 TR-Os a 0.001E 003 0.0000 m-11 x 0.0002 sTl-06 r O.Ops+ o.eezz aTx-11 ROM 6.e6Of-0.9. 1421-06 1.663E-07 0.000s.00 0.000s.00 0.000200 Slll-00 1012-2.611206- 1.26)a-0Pa.112[-06 0.000200 0.000e.00 0.0002.00 62-12 x 0.0005 -0.0003 0000 0.0000 0.0000 522-06 a 0.0012 0.0002 0.0015 0.0000 0.0000 0.0000 .Ooas 0.0016 .eaos 0 .0600 0.6006Y 0.0029 0.0016 0.000E 0.0000 0.0000 0.4400 621-12 MTI • 1.2132-42 6.6342-06 1.1722-07 0.000200 0.000200 0.000E+00 STN-Of ROM-6nme06-z .6ass-aa 1.zwr0) 0.60Ou o0 o.000e.00 o. a00a.ao 12-21 x 8.6022 0.0004 0.0016 0.0000 0.0000 0.0000 622-10 x 0.0021 0.0000 0.0000 0.0000 51x-xI • - 000s - O.n01n eew 0. 0066 erx M Karl 1. LOi-66-f.w2t-01 6.000s 04 0.0000 0.0000 0.0000 x O.66os.06 6.o60a.00 e.oe0t.60 6'M-va NOR -s. o661.Oa.6. ]f ]{ aE z.25]a-o 0.o06s. a6 6.006z.00 0.0000-00 0110-01 Y 0.0001 0.0001 0.0014 0.0000 0.0000 G.0800 521-11 Y 0006 - Y 521-01 ROM • 60))1-06-4.06611-06-4.1222011 0.000E+00 0.0001+00 0.000200 522-11 00 03 Srx-Oa • 00w 0.0016 a -o.0ow -0. 0006 0.0ov o.000o O.0000 0.0000 • 0.0006 0.0005 0.0000 0.0000 52-12 0.0000 STN-w POTS-1.1000'05-5.169F06-v. 9]l0-w 0.000a+00 0.0000000 0.000M00 52 2-11 ROTE • 1.155200 1.1111-06 1.95)[-07 0.000200 0.0000+00 0.0000+00 52403 i O. OOlf 0.0000 .0000 622-11I a 0.0022 00001 0.0000 0.0000 0.0000 sTl-m r 0.001e 0.0000 0.0000 412-21 r 0.0001 0.0004 0.4000 0,0000 0.0000 SI'N 0] ROM 9. 116! e6-1.151{ 06 I. 1lC {-OS 0. 0001.00 O.Ow {.00 0.000{r00 6TN-XI ROTS 1. 2]li-0) i.1256-01 i.1t]i-OS 0. 0006.00 0.000[+00 0.000{+00 52-04 x 0.0022 0.0011 0.0017 0.0000 0.0000 0.0000 422-01 x 0.0004 0.000E 0.0012 0.0040 0.0000 0.0000 5M-0� RMz l.+l i[ nn-1.l Y01s s-06.1.avf 0.0005 O.0 o0s n0 O.0000.On O.0000+0o �f)I-01 ROM • -aJn1n On.l. 10 0[ e5-l.nla al 0.0001 ea 0.000t.00 0. 00a1.00 p.0016 0v .0000 sxx-nn r 0.0026 0.001i 0.0000 0.0000 0.0000 0.0000 422-02 r 0.0001 0.0002 0.0004 0.0000 0.0000 0.0000 "511-05 M2-].00R-06-1.11OF0a 5.111207 0.000200 0.000200 0.0002+00 422-02 ROTS-+.622406-1n252-06-10302-0+ 0.000E+00 0.000200 0.000200 X 0.0012 .0006 0.0016 0.0000 0.0000 0.0000 6Tx-01 00U ✓ p. 0011 0.0000 47H-03 Y 0.0012 0.0004 6.0000 0.0006 0.0000 ROM6.16 a-O)-f. to 0� On a. vat o) 0.000u 00 O.O n0� ee 0.000� 00 6W-0 ROM -c pe+e-p6-z.0 t[ O-6wwe-p6 O.0000+0o 0.0001.00 0.0000000 921-144 Z 6.0015 0.0006 0.0017 a 0.0021 0.0011 0.0010 0.0000 0.0000 0.0000 TI-W Y 0.0030 0.0012 0.0001 Y 0.0024 0.0014 0.0000 5110-42 MTZMTZ -]. ]OlZ-06-l.f 750 Ol ].]]]Z-Ol 0.000Z.00 0.000Zr00 0.000[r00 L247 TAYLOR 0 GAINES PAGE 9 PRWOIJI: YTA08/RISE:\parking\parking1, 111 0000 INNMGL HOSPITAL, OMIT: NIPS -INCHES HWR NALL SIPOCT108 DESIGNED MY ]gC-e] PIES NAME: PADDING. DAT TAYLOR & DAISES PADS 10 MO]RAM: RA60/RILE:%parking\parka gl.➢T, 100*0 MBNMIAL HOSPITAL. UNIT: MIPO.10060 MEAT BALL 9TROCA50 000I0000 Sy MC-97 SILO Pa: PADINO.DAT e,".MOTATIC LOAD COMITIOI LATERAL 1IOPLARIRMS RR DIAPHRAGM 1 STATIC LOAD C00I0011 LATERAL oIEPIACOGOTre FUR DIAPHRAGM 1 *LO00 ARE AT TIE CENTER OP Foss or ENE CORRESPOND/ND 04MMOM IN 04000E Cro0OINAT2O VALUES APE AT THE CENTRE OF NASS Or TM8 CORRESPONDING DIAPHRAGM 300 GLOBAL 0Y40INAT1O / LOAD CONDITIONS �0 / / CONDITIONS/ LEVEL DIM II IIIA 0 C LEVEL DIM 1I III A 0 C 4T50-05 X 0.0017 0.0006 0.0017 )00-02 X 0,0004 0.0001 0.0009 0.0000 0.0000 0.0000 0.00)4 0.0014 0.0003 0.0000 0.0000 0,0000 Y 0.0001 0.0001 0.0003 0.0000 0.0000 0.0000 40E-05 00r2 1. 9500-00-6.06I0-0] O.l alfl-ENT 0.0000.00 0.000E+00 0.000E 00 ]m-0] 5012-5.1656-06-2.5106-06-1.6410-07 0.0002.00 0.0000.00 0.0002200 4710-04 X 0.0010 0.0005 0.0014 0.0000 0.0000 0.0000 .0034 0019 0.0010 0.0000 0.0000 0.0000 0020 0.0012 00) 0.0000 0.0000 0.0000 300-03 Y 0.0004 0.0003 0.0004 0.0000 0.0000 0.0000 OTN-0a 5012 0.611E-07 3.039E-07 4,917E-07 0,000E400 0.000E+00 0.000E 00 00-03 1012 -]. 560L-06-1.]12L-Of-{.{{9L-0{ 0.0000.00 0.000E+00 0.000E+00 % 0.0011 0.0000 300-04 R 0.0021 0.001E 0.0014 0.0000 0.0000 0.0000 0.0011 0.0005 0.0002 0.0000 0.0000 0.0000 00-04 Y 0.001E 0.0006 0.000E 0.0000 0.0000 0.0000 ROTE 3.690E 07 1.527E-07 2.519E-07 0.000E400 0 .0000.00 0,0004.00 lm 04 0022 1.409fl-06-5.503E-0] 1.f010-0] 0.000E+00 0.000%.00 0. 000i.0 4rx-07X 0.0012 0.0003 0.0017 0.0000 0,0000 0.0000 300-05 x 0.0017 0.0009 0.0017 0.0000 0.0000 0.0000 0050.0010 0.000E 41M-07 ROT ] 703 Ol-2wue ae 4 n e-ae o.00.0000 0,0000 0.0008.00 m 05 R0 z -v 3130 04's.]ufl-0] n2u-0 0.0001000 0.0000 oe o0 O.Cooe.ao 401-04 0.0000 3RD-04 .0004 0.0000 42M-0e am-0a 0.11000 4Tx-Oz ROTE -2.405E-04-1. 01-06 1.310E-07 0,000E+00 0,0000.00 0.000E+00 am-0a ROTE 10s-o0-z. RHO-oz-l. 0.0004 0 oe 0.0000 oe oo O.Oa00.oaROTE00 0.000E+00 o003 O. oOv 0.0000 ]m-w x 0.0010 033 0.0000 0.0000 0.0000 0M-e 0.,0004 0.0002 0.0000 0,0000 0.0000 421-05 BM -1.a996-OS-1.006x-06 6.]57fl-OS 0.000E+00 0.000E 00 0.000E+00 300-130 9012 3.470E-07 1.5050-07 2.452E407 0.000E 00 0.000E+00 0.0006.00 410-10 xm-07X 0.0007 0.0002 0,000 0.0000 0,0000 0.0000 41H-10 Y 0.0010 0.0005 0.000E 0.0000 0.0000 0.0000 310-07 Y 0000 0.0000 40-10 002 -7.SA s-06-1. 400E 0a xwvx 07 0.000 s.00 4..700E+00 0.000E+00 1m-07 POTS 1,0240-06 5.031E a 1.404E-04 0.000s 00 0.0001.00 0.000E+00 40-11 x 0.0014 0.0005 0.0001 0.0000 0.0000 0.0000 310-04 R Y-0.000f-0.0005 0. 0005 0. 0000 0.0000 0.0000 1R0-00 40-11 ROTE -s.am[-06-a.700E. oa f.esf a-07 O.000000o O.oe00.00 0. 000000 am -Of ROTE 0015 -0.0011 0.0001 0.0000 0.0000 0.0000 300-05 I 4710-11 4TM-12 ROTSI.Ofe-05 7.{as-00 2.0000-a 0.0001.00 0.0000000 0.0000000 IM-es OY12 ]OD-R1 .0007 0.0000 0.0000 0.0000 00-81 Y 0.0002 0.0001 0.0003 0.0000 0.0000 0.0000 300-10 Y 0.000E 0.0003 0.0001 0.0000 0.0000 0.0000 ]m tll Ran 1.I006-06 6.402E-07 2.655E-00 0.0006.00 0.0008.00 0.000E 00 3m-10 HELL s. 343 E-Oa-I.0350-Oa 1.f410-O] 0.000E+00 0.000E+00 0.000E+00 x 0.0012 0.0000 3m-11 Y Y 0.0000-0.000I 0.0004 0.0000 0.0000 0.0000 200-11 Y R00 4. ]4 ]8 06-].GEES-06-1.9 ]O[-07 0.0001.00 0.000E+00 0.000E+00 ]m-11 ROLE TAYLOR 0 GAINES PAGE 11 OR0MM:8T100/P111. \parklig\parkirgl. RR ]00M 14814081AL HOPITAL, UN -I10440 MAR WALL 0T00CT818 DESIGNED EY Y2C-97 AIL[ M9, PAD]N].OAT STATIC LOAD MOITIO LATERAL DISPLACEMENTS FOR 0IAPMEAOM 1 TAYLOR 0 GAINES P.V]0 12 M000AM: RAM/PILE: \parking \ parking 1. S T NOES MEMORIAL HOSPITAL, MIT: KIPS-IWIYI MOM NALL e2R1CM6 D08IOtl0D 6Y HIC-97 PILE WC: PARRIMI. OAT 0ATIC LOAD CONDITION LATIUL DufuCMONMS POE OIAPM AGM 1 VALUES MI AT TEE =TIM OP MASS Or THE VALUES ARE AT 110 COMER 0 MASS O TY ORESPoHOIIO DIAPHRAGM IN GLOW. COORDINATES 00DYMII0 DGMSAO0 1S GLOBAL COOMI]I]10 / LOAD CONDITION / / LOAD CONDITIONS / LEVEL DIR I II III A • C LEVEL DIM I II III A ]M-]i L - x 0.0041 0.0021 0.0009 0.0000 0.0000 0.0000 l]I-0f Y 0.000] 0.000a 0000 lM-12 Mix 1, 445 es ].7me 00050-a O.O 0,0000 Es.ae O.Oa e[.ae O. Oo oe.aa 2M-01 ROTE .4. ]44s 00-].vn-06 3.327E-0 O.000G ae D.Do4E.00 O. Da Ye ao x 0.0005.yEN-MI x 0.0000 0.0000 00] .0000 0.0000 Y 0.0006 0.0002 -000002 .0002 0004 0.0000 0.0000 0.0000 m ]-NI ROLL nss 9e-oA9.Tf18-o]-v. s0 se-0] O.0000 a0 o.o00Y.00 o.00at.00 MIT 1.345E-00 0.04E-07 2.443[-07 0,000E+00 0.0000000 0.000E+00 114E-01 0.0001 0.0001 0.0001 0.0000 0.0000 0.0000 x -0.00u 003E 0.0001 0.0000 0.0000 0.0000 30D-01 r - 0020 0.0013 -0.0014 0.0000 0.0000 0.0000 aND-al ROTE 9.nee a+-5..727E-o+ 3.4240-m 0,0000.00 27..7.7.7E oo 4..74.7E oo 2M-11 ROTE-].0101. a-1. MOt-oa 4.540E-pa o.0000+00 0,0000+00 o.0000+00 2ND-02 X 0.0004 0.0002 0.0004 0.0000 2MD-12 x Y OHO-0] 002 020E .0000 lm-0] 8010 -1.105E-0<-l. 133E-06 1.515E-07 0.000E+00 0.0008.00 0.0008.00 21D-12 0072 2310-02 % 141-40 Z 0.0000 210-03 V Y 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 M[2 lR-AI MZZ -1. 530E-1 ]-1.913E-1]-4. Sf[t-I] 0.000E+00 O.00t+00 0.000FOO ]m-04 I 0.0024 0,0012 0.0004 0.0000 0.0000 0.0000 SET-01 -0.000E 0.0000 0.0000 0.00 ]ND-04 - 0015 1ST-01 Y 0.0000 100-04 00?2 1.415E-06-1.733E-06-1. Sa 58-06 0.000E+00 0.000E+00 0.000E+00 188-01 ROTS -1.1158-07-6.10E-00 4.6510-00 0.000E+00 0.00011.00 0.000E400 000-05 1 0.0011 0.000E 0.0009 0.0000 0,0000 0.0000 101-02 I -0,0001 -0.0001 0.0000 0.0000 0.0000 0.0000 ]MO-00 200-05 ROTE -727.717E o7 4. 9040 00-9. sly a-ol O.00 oe 0a O.0000 0a 0..744E 00 12-01 ROTE 2.344000 1.201E-05 1.427E407 0,0004.00 0.000E+00 0,00Ee 00 200-04 lrt-ol x-0.0005-0.0002 0.0002 0.0000 0.0000 0.0000 ]m-OS Y -0.000E 1ST-03 Y 00) 0.0000 ]ND 05 POST 7.144E-07 3.2402-07-3.7590-07 0.000E 00 0.0006.00 0.0000+00 144Y-03 5012-4.6101-07-0.6140-0 2.8008-07 0.000E+00 0.0002.00 0.0008.00 lW-w X 0.4-04 X 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 m-w Y 0.0000 0.0000 .0002 0.0000 0.0000 0.0000 IR-04 Y-0.00]5-0.0019 O.00 i] p.000p .0000 0.0000 '�'ND-w 001021.454E 07 7.577E-00 3.139E 07 0.0001400 0.0006.00 0.0006.00 10-04 602 6.0]46-01-3.064E-07-]. 153 E-Ol 0.000E+00 0.000E+0p 0.0000+00 40-07 x o07-0.0004 O.o0o0 O.Oo00 19T-pax 15r-0x 20-07 ROTE 1. 4556-06-5.9040-07 5.105E-07 0.0006.00 0.000{ 00 0.000E 00 1BT-OS 6072 ]m-04 1R-0x m-00 0.0014 l.0000 -0.0017eY+0a0.0000 000 1ST-06 Y30.Oa POTS 1.171E-04-1,510-06 0.701E-07 0.00O.O0.00 1rt-Da M70 TAYLOR 0 GAINED PAGE 13 POMRAR: flTAHH/ f1LR: \pikllg\p[k1y 1. HIA HOAG ARMORIAL HOSPITAL, UN r1PR-IW0f SHEAR WALL STRUCTURE 06515N® MY VSC-n FILE ISM: PARHIP1. DAT ➢PATIO LOAD COI0ITIC41 LATERAL STORY LOADS FOR DIAPHRAGM 1 LOADS APS AT TH0 MITERS OF MS➢ OF TM M➢PECI[V1 610M LMLS DIRN ➢Tx-02 [MD OI:0DITIO0S A 0 0.00 TAYLOR R GAINERFAG{ .0IAP9/f[LP:I park. g\pzklog1. PA WAG I1214000AL HOSPITAL. V1[T: RIPS-IYCMH SMEAR MILL STRUCTURE DESIGNED SY IRC-17 FILE MAM: PAflIRO.DAT STATIC LOAD CONDITION LATSW. STORY WADS FOR 0IAPRRMH 1 WADS AM AT T115 CANTORS OF MSS OF Tx6 MSPICT[VH STORY LEVIES / LOAD CONDITIONS LEVEL DIAN I II III A ➢ C 6Tx-m 0.0E00 4Tx-03 r 0.0E 0.U0 STH-03 ROM 1. v66f 10 0.000E+0e ..796E-13 0.00040E 0.000E 00 0.000E+00 E. Eo o. EE 0.00 E.EE 0.0e 6TH-10 6114-10 r 0.00 0.00 0.00 0.0E 0.0 4T14-10 Rom SSv ll-2.110E-11-➢.0v1-1] 0.0000.00 0.0000.00 0.000E+0a a. e0 0.0E o. 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DO 0.0E 0. 00 0.0E 0.00 0.00 0.0E 0.0E OTX-09 HTH-01 Mfz l.uo6 11 ].110fl-11 7.955L1a o.000E+e0 0.0006+Oo 0.00040E STR-05 ROTS-s.5176-1]-6.fvlf-ss-I.60f6-ia o.00e6+0e O.Ou� e0 O. 000E+0e 9Tx-e7 9Tx-es ➢TH-07 0.00 0.0E 0.00 0.00 51x-05 r 0.00 0.00 0.00 0.00 0.0E 0.00 95H-07 00R-1.01116-12-5.091.6-11-5.711E-12 0.000E+00 0.000E+00 0.00054.00 5110-01 0022 7.270E-11 1.5570-11-9.555E-12 0.000E+00 0.0001+00 0.000.400 r 0.00 0.00 0.00 s1x-06 e.00 D. oO o.00 0.0E 0.00 0.00 01x-06 r 0.00 0.00 0.00 0.00 0.00 0.00 ROTS s. Of31 s1 1.091E-11 I.fin-12 0.00011 00 a.e004aa D.ee01.ee sTl-e6 AO[z 1. [lss-u z.1011 va-v. v6s-11 O.O0a6.e0 e.000ue0 e.000u00 x 0.E0 0.00 0,0a010-* x 0.00 0.00 COO 0.00 0.00 0.00 o.0a 0022 1.37E-11 I.H1+2-11 1.av4u 0.000E+0o 0.000pea 0.000e 00 six-L11 0012 1:202-11-1.0141-10-2 115E-11 0.0002.0e 0,0001.00 0.6000.00 TAYLOR 0 GAIR05 PRCOMN:4T.V O/ 0IL6: \pzkllg\p[k{rg1. STR WAD IRMIIAL HOSPITAL, M NIPS-IYORE OWE MALL STRUM.' DESIGN= Et +W-4.7 fm0 S.M. PAf0I10.DAT STATIC LOAD CORDITE* LAMML PMRY LOADS FOR DIAfgW1 1 TAYLOR 6 °AIMH PAOE If PRW EA I: R.W /PIL➢: \pikllq\p+kle]1.070 HOAG MEMORIAL HOSPITAL. LINTY SHIER 10J.1. STWCIVRl D0OIW0 HT OHC-07 PILE M16: PMIOIM.OAT STATIC LOAD 0010ITIW LATERAL STORY LOAD➢ FOR DIAPMMNI 1 LOADS ARE AT ITN CENTERS 09 NABS OP THE M➢OKTIVO STORY LEVI/LP LOADS AM AT TW CENTIME 07 MLA or TM M0P0R110 IMRY LEVELS / LOAD CONDITIONS 3tlD / / 0OIDITI*LEVDIMH / LEVEL DISS I II III A C LEVEL DII II III A 4IN-07 X 0.00 X0.0E STI-07 0.0E 6TN-Os Y 0.0E 0.0E SIw-07 ROTE. 1a+60-11-1.2n011-1.101E-11 0.0e00.00 0.0004ee 0.0000 ea 9T11-Os RIM 0.eee0400-+.095412 2.1952-12 0.000E+01 0.000E+00 0.000400 sTR-0H x o.00 O. eO e. e0 O. oO 9Tx-DER 6111-09 v .Ix-O6 Y srx-a1 ROa 1.9us-13a.1vE-u l.ouE-vv a.aaoLOD a.o0E4EE a.aoD4aa +TN-04 ROTE 51H-09 x .DO 0a 0.0E 01x-00 0012 3.41+0-12 1.65s0-11-2.79]412 0.000E400 0.0000400 0.0002+00 ROTS 5T1-10 0I➢-10 r 9Tx-07 Y 0Tx-10 ROTE 61Y-07 ROTS. a ST11-11 1 6Tx-04 O six-11 Y 9T1-0+ 4M-11 HOTz 9Tx-e6 ROTE 010 12 s o.00 o.0e a.e 9Tx-Of X 0.00 six-12 r +Tx-Y+ x O.ae a. ae O.eO six-12 HOI'L-6.suE-u v.u+411 s.s<9-L1 e.e0ee ea e. eeo4ee O. 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S6n-v-s. u60-10 e.e00E.00 O. 00040a E. oE04aa 1R0-M] f0[a-swaE-11 v.6sss-u-5.531E-12 O.EOouoE O.E006.00 O.Oo0u00 3RD -OS rgo a. eE 0.00 0.00 0.00 RRz -f. u72-11 3. aff6-l1 3.011E II 0.000E+00 0. .0001400 L 219 TAYLOR 4 BAIMBB PAGE 17 mica MOM Im6MIAL HOSPITAL. OMIT: KIPS-11104S W .RASs/RL[:\parking \parkIZg 1. STS SITAR WALL STRUCTURE DESIGNED BY OBC 9l BILE INIS, PAMING.DAT TAYLOR 4 GAINES PAGE 14 PRO]SAM:r7ABS/SILK'. \ parkl.g\park1Al.mf HOAG MINORIAL HOSPITAL, UNIT; {IP8-INCHIS SHEAR MALL STRUCTURE Dv610N80 AY IRC-11 PILE HEM: PARADOX DAT ,/ STATIC LOAD CONDITION LATERAL STORY LOADS FOR DIABIBI 0K 1 STATIC LOAD CONDITION GTBML STORY (CADS FOR DIAPHRAGM 1 FADS M8 AT THE COITUS OP MASS OF THE RESPECTIVE STORY LEVELS LOADS ARE AT THE CENTERS OF SASS OF INA RESPECTIVE STORY LEVELS / LOAD CONDITIONS / / LOAD OM TZ / LEVEL DIM II III A C LEVEL DIM XI III A 8 C 3RD-02 A e.000,00 a0D-12 z 0-00 0,00 1M-01 0,0 ]RB-1] Y 0.00 0.00 0.00 0.00 -0a ROTE • -1.616E 11-2.163E-11 0.640E-13 0.000E 00 0.000t400 0.000E+00 )STD-1a ROPE. -a. m[ it-]. n6t-u-v.s921-12 0.0000.00 0.0001400 0.000E 00 3110-03 x 0.00 0.00 0.00 0 00 AND -HI z o.00 O.Oo 0.0o O.00 3110-01 Y 0.00 0.00 ]ND -HI Y 0.00 0.00 0.00 0.0 2110-01 0072-].9108-11 f.]168-1]-f .119E-1i 0.0008.00 0.0001+00 0. 000z.00 200-81 ROTE 0.000E+00 0.0000400-1.0402-11 0.0008400 0.0000.00 0.0001.00 -04 X 0.00 0.00 0.00 200 01 A 0.00 0.00 0.00 0.00 0.00 0.00 )m 04 ROTA • 1.435E 11 2,151E 11 1.276E-13 0.0008.00 0.00011.00 0.000E+0o 300-01 ROT; -4.002E-11 6.6212.13 2.124E-11 0.000E 00 0.000E400 0.0001400 ]STD -Os 0.0 )110-05 ROTE. • 7.216E-12 0,0002400-1,611E-11 0.000.. 00 0.000E+00 0.000E+00 1M-04 Y RD-04 WIZ 100-02 ]ND-02 ROTE 2MD-03 ROTS ]M-LN A X 0.00 0.00 0.0 )M-IMY 1IS-W ROTE. 1.513E-11 1.051E-11 3.303E-11 0.000E 00 0.0000.00 0.000E+00 ROM -S.S]1 ¢-11-1. 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VEIT: A100-1PCNES TAYLOR 4 OAIMS PAGE 20 PM]MN: AIMJS/PI0I: \p.rkl2g\park1lg1. Sill EOM ]RORIAL HOSPITAL. UNIT; KIPS-DP=0 OOPS HPLL STRUM = DESIGNED m UBC-Sl FILE IPI6. PASIINO.DAT MIMIC LOAD CONDITION LATERAL STORY LOADS FOR OIAPIPMI 1 STATIC LOAD CONDITION LATERAL STORY BMW FOR DIAPHSAT 1 LOADS ARA AT 'MS NTQS OF M50 OF TR OSOP[m0VE STORY LEVELS / LOAD COPl1TIORS / LEVEL DIM(I II III A C / LOAD CONDITIONS / LEVEL DIRE 1I ITT A 0 C 6711-HI 1 0.000.00 0.00 i1E-00 T 0.00 0.00 0. 00 0.00 0.00 ]R1-O9 R .00 0.00 0.00 IND-0F ]IO-09 ROIL 1.455E-11 0.000E+00 1.000E-11 0,000{ 00 0,0000400 0,0002.00 0730-01 Y 0.00 0.00 0.00 0.00 0.00 2360-10 0.00 0.00 0.00 -X 0.00 0.00 0,00 0.00 0.00 2110-10 0.00 61E-02 r O.00 O. oo O.Oo 0.00 0.00 AIM-1D ROR -5. 5]v-11 LmE-31 c6]1[ 13 O.o00e 00 0.000E.00 O.o00E.00 X 0.00 0.000.00 0.00 AIM-11 A Y 0.00 O.OD 0. 00 0.00 •.00 END-11 A.00 0.00 3N0-11 ROTE 1.619E-11 1.1]I [-I1-5. 6311. 12 0.000 v+00 0.000t+OO 0.000E+00 4TH-04 T ]ND-1] 1 0.00 0.00 0.00 0.00 0.00 0. 00 6TM-01 SSD-12 41H-05 lST-MI 0.00 4TH-06 1 0,0 61H-06 T 0.00 0.00 0.00 0.00 0.00 IST-M1 ROTE 4,055E-11 2.63E1-11 5,910E-11 0.000E+00 0.0006 00 0.000E400 0.60 0.00 0.00 0.00 1ST-01 0 6TN-LN Y 0.00 0.00 O.Oa 0.00 105-01 Y 1ST-Ol ROTZ 61H-0]X 0.00 0.00 0.00 0.00 0.00 4710-07 r 0.00 0.00 0,00 0,00 0.00 0.00 0.00 0.00 0.00 1ST-02 Y 0,00 0,00 0,00 0.00 4700-06 1 0.00 0.00 0.00 0.00 0.00 0.00 Im 0] ROR 1. 11 ]1 a] 0.000R+00 1.110E 15 0.000E 00 0.0006 00 0.0001+00 i]H-OE T 0.00 0.00 O.OD 0. 00 0.00 0.00 197-02 1 ,00 0,0o 6711-00 1 0.00 0.00 0.00 0.00 0.00 0.00 1ST-03 0.00 E.000 Oa r 0.00 0.00 0.0a 0.00 0.00 0.00 Im 03 Rmz -2.274E-va-]. 954E-1] 0.ee0e.00 e.000u00 0.00ov.00 0.0o0uaa 6TN-10 x 0.00 0.00 0.00 0.00 0.00 0.00 X0.00 0.00 4rx-ve r o.00 0.00 0.00 0.e0 0.00 0.00 }07-01 vm2-v.vnE-u-+.vl[-10 a.0 ave is e.o00 e.00 O. o0ov.00 0.000E+00 4TH-11 x 0.00 0.00 0.00 0.00 0.00 0.00 4TR-11 r .00 0.00 0. 00 D. eO 0.00 O.oO :} as Y 0.00 0.00 0.00 4TH-12 z ,00 0.00 s-1E ..++6v-v6-I.0v41 la 0.000E+00 0.D00E.00 0.0001.0E aTx va r 0.00 0.0E e.0e 0.e0 0.00 0.0E 0.00 0,00 0.00 STH-HI 0.00 0.00 0.00 0,00 0,00 0.00 51H-ET Y 1ST-06 3 ]R-EE ROTE L 25D TAYLOR S duns PAGE 21 ORWMF:STASS/FILE:\parking \park1051.5TR 04050 MEMORIAL HOSPITAL, WIT: RIPS -INCHES NEAR KALL 000VCM0 OSSIAISG Sy VOC-91 FILE NAME. PAARIKO.1l7 STATIC VJIA C0000TI01 GTSRAL 0100V NEARS rat OGNRWK 1 TAYLOR S 0/410-E5 PAGE J] PRWMN:STABS/PILL:\parklnl\parkl:gl.STR 11050 10C43AL HOSPITAL, WIT: KIPS-I11CM1 YIW MILL STRUCTURE 00000000 0Y Y0C-97 PIW RAIN PAKI:IIG.OAT / LOAD CONDITIONS / / LOAD CONDITIONS / sTN-CHI 0.00 0.00 0.0 011001 r o.as O.00 0.a0 a. a0 0.00 o.aa 0TN-o] 10 0 00 0 e0 0.00 0.00 0.00 5111-02 K 0.00 0.e0 0.00 4TH-03 x 0.00 a 00 0.00 0.00 STH-o] r 0.00 0.aa a.a0 0.00 0.00 4111-0 T a.00 a.00 0.00 0.00 5TH-01 K 0.00 0 00 0 00 0.00 6SX-a4 Y 5TH-03 r 0.aa 0.00 a.as o.a0 S]N-aS r ST1-0S 0 Oa ST11-04 7 0711-05 r 0.00 O.00 0.0o O.aa S111-05 x 0.a 511-05 r e.e0 0.00 r 0.00 0.00 STM-06 STN-LY 0 In 5111-06 Y 0.00 0.00 STN-LY Y 0.00 0.00 550-1,10 K 0.00 Neel 0.00 0.00 5111-110 Y 0.00 0.0a 0.e0 0.00 0.00 0.00 411-07 Y 0.00 0.00 0.00 0.00 0.00 5111-07 Y • 0.00 0.00 0.00 0.00 0.00 0.00 4T11-00 Y • 0.00 0.00 0.00 0.00 S x-o5 K 5T0-00 Y 0.00 0.00 5T0-09 51M-04. 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NGRE PCA °GPHAAEI 1 STATIC LOAD 100007ION GTN.L STORY SURE W0 OGNOtl4 1 / Itl0 10 0ITIONE / / WAD Lg1ITIONS / LINEL 0JM Leon] 11 III A LOVOIW I II III A C 100-03 x 0.00 0.00 2110-00 x 0.00 0.00 0.00 0.00 0.00 0.00 ]00-OJ T 0.00 0.00 ]YO-0Y Y 0.00 0.00 a.00 a. 00 a.00 a.as 1Ro-0Sx 0.00 x 0.00 1Ro-04 r 0.0a r 0.00 1R0-es 1 0.00 0.00 K 0.00 0.00 0.00 0.00 100-05 r 0.00 0.00 r a.ea a. a0 a.ae O.aa JR0-e6 K 0.ee ]N-LM S 0.00 0.00 0.00 JR0-O6 T a.00 0.00 ]q1 LM Y O. aO a.00 O.00 300-LY MID-LH r 0.00 0.00 T 0.00 0. 00 0.00 ✓ 0.00 a. 00 Y 0.00 0.00 300-06 0.0a 200-01 x 0.00 0.00 0.00 ONO 0.00 3R0-00 10 0.00 0.00 0.00 ]HO-09 r a.00 O. Oa O.00 a.aa a.aa 300-09 x 0.00 0.00 K 0.00 0.00 IPO-af r 0-00 0.0a 0.00 T 0.00 0.00 0.00 0.00 3RE-10 3 0.04 0.00 3x0-11 [ O.Oa 3HE-10 r 0.00 a.0o 0.a0 0.00 310-11 r a.00 a.00 a.00 0.00 0.00 0.00 30-11 x 0.00 ]1/0-1] [ 0.00 0.00 0.00 0.0a 30O-u V 0.00 0.00 1110-12 r a.0o a.e0 a.a0 0.00 0.00 0.00 x 1GT-HI 3011-1.1 V a.00 0.00 13rt-111 r • a.a0 a.00 0.00 0.00 0.00 W-al 1 L10-HI r 1ST-01 r 0.00 0.00 0.00 �� 300 -01 x 0.00 x 0.00 ✓ 000 18T01 r 000 00 0.00 1YT-a1 a.aa 0.00 3H0-0] 3 1 311D-0.2 r 0.aa 0.00 r 0.00 0.00 0.00 31O-el [ 0.00 210-03 Y Y 0.00 0.00 Ln/ SKYIA! i OKIRB PAGE 25 PROGRAM: STABS/ PILE :\parking \ parking' . STA BUtl MPM]01AL HOSPITAL. WIT: KIPS-ISOMB MAR MAW. PYPYCMB DESIGNED BY YBC-97 MILD RR: MRIRB.BA2 TAYLOR 5 ORIMB PAGE 26 PROGRAM: [TABS/ PILE, \prkiy\prking1. BR XOAG MEMDEIAL x08P17A1.. OMIT: KIPS -INCHES OMGR YELL RW]C UR1 DESIGNED BY YPC-Sl PILE KW: PAAIIIA.ORT STATIC LOAD CONDITION LATERAL STORY wows FOR DIAPHRAGM I STATIC LOAD CONDITION LATOUL STORY LOADS TOR ALL D/APIIBBaPIS LEVEL DIPS lST-OS x IST-OS Y `ST-0s s -00 Y 0.00 LOAD MOITIONS • TAYNOR & GAIMa PAGE 27 PRWOAM:RABS/PIIJ: \prklrg\prk]]g1 . BR NOM MEMORIAL HOSPITAL, UNIT: RIPE-]NNC16S WEAR WILL STR1CR1O0 DESIGNED R VOC-92 FILE NONE: PIJ1I10,0AS VALVES AM AT TIM OLOML ORIGIN IN /ME GOAL COORDINATES LOAD MED 8 7IO / LEVEL DIED I II IA C 0.00 0 00 0.00 6TX-XI Y 0.00 0.00 0.0 0,00 0.00 412-14I ROTE a. aeae-l0-vs0.o-u a.suz 11 0.000 e.00 0.0008.00 0.00az.00 GTE-01 Y 0.0o a.00 o.00 ITw-01 ROTS visas vD v. naE l0 6.Ost-u 0.G00E.o0 07x-a r o.00 0.00 412-03 ROTE 1.OVY-10 z.zus vaa.lsv-]] 0.00ay.a0 o.00as 0 0 0.00 01M-03 x .00 0.0 0.00 4T-03 H-01 wee l.mvao csaes u-a.0090 v O.00ov.00 0.0008.00 0.000� an 0Tw-04 v o.o0 0.00 0.00 0.00 sTx-0. ROTE 4.4592-10 4.003e-11-1.4,58-11 0.0001.00 0.0001.00 0.0002.00 0.00 0.00 0.00 0,00 0.00 Y 0.00 0.00 0.00 0.00 0.00 Sail t 0.00 0.00 0.00 0.00 gN-00 4111-06 ROTE -Y.Sa1Baor, Sa10 11 4,1501- v 0,000e.e0 0.0002.420 0,000E eo STx-LS Y 0.00 0.00 0.00 0.00 OTPIL NOTE-9.0]01-11 s.un-L1 1.oa8-n O.000v.0o o.0o0a.eo o.0oeo.aa 4111-0l x 0.00 0.00 0.00 0,00 0.00 SM-0l r o.00 0.00 0.00 0.00 0.00 DOTS SM-CS x 07X-00 aix-08 wee STH-09 aix-09 ROTA SATZOR C MINES PAGE 20 SROIWN: RIJB/PIIJ:\parking\plklegl.BM MOW ManDRIAL HOSPITAL. UNIT: 0IBO-INKS WEAR MOLL STRUCTURE DESIGNED SY MC-17 PILE NAME, 0251ZW.DAi STATIC Lola) CONDITION LATERAL STORY LOADS FOR ALL DIAPIGIPAIMA STATIC LOW CONDITION LATERAL STOGY LOADS FOR ALL DIAIMyMO VIJ.MP ARE AT THE CHORAL ORIGIN IN 11E GLOBAL COORDINATES VALW AR AT TICE GLOBAL MIOIB IR 1x0 CLONAL CIX0OIIPIR / ROAD RIDTTIOMB / / LOAD CODITIGR / W0L 0IM II III A B C LEVEL DIRK I II III A 011-10 x 07M-0l sTx-L0 r o.o0 0.00 0.00 S1x-07 T 0.00 0.00 0.00 0.00 ITx-10 ROTS ,0001.000 0.0001.00 0.000E4.00 9Tx-0l ROTS 7.1100 11 0.0000.00 0,000E4.00 0,0000.00 x 0.00 5Tx-OR a 0.00 0.00 o.a0 STK-11 ITw-11 wrz-3.207e-10-1.3001-10 6.6140-11 0.0001.00 0.000s 00 0-000e 00 9Tw-a0 RGY 2.019E 11-2.301s-12 2.8106-11 0.000E 00 0.000E 00 0.000E 00 0.00 ITx-10 I12-12 wei l.f]f{-10-1.20)6-10-1.191{-11 0.000[ 00 0,000 {.00 0.000{.00 STX-09 ROTE ].T108-11-).0118-30 S.4130-lY 0.000{ 00 0.000{.00 0.000{.00 SX-x] 0.00 0.00 0.00 0.00 0.00 o.a0 S1x-10 Y O.aa o.00 O.oO a.o0 O.oa 2121-113 r 0.00 0.00 0.00 0.00 0.00 0.00 S]x-10 O.oa O. ee 0. 00 0.00 0.00 O.Oo STR-x1 Rmz 5Tx-10 STt SiM-01A Oa six-01 0.00 0.00 0.0a o.00 0.00 sTN-v1 Y .00 0.00 SIN-01 wex 3. )sso-m v. aoo-lla ss08-11 0.000E.00 e.eoev.00 0.000u0o STE-11 ROTE v.1970-v0-s..me-vv-s.Rn-u O.a00e.00 0.000u00 sax-0a - o.o0 0.00 0.00 D. ED saw-oa v 0.00 0,00 0.00 e1w-12 x 0.00 0.00 0.00 e.00 5Tw 0a XOxz 1n21a-10-8.1252a1 1.7511.11 0.000..00 0.0001400 0.0002.00 Rw-12 ROTE -z. STn-wa.5s]8-12 zaallal o.00ouo0 a. o00uoo o.000a.00 0.00 5T11-0]Y 0.00 I111-XT Y 0.00 G.00 0.00 0,00 0.00 5700-0) ROES 0.1158-10-1. ]551-10 2.5951-11 0.0000.00 0.0000 00 0.0001 00 .Sx XI 50e2 a.0.10-10 5.551e-11-5.16ai-11 0.000v.00 0.000a.00 0. 0008.00 01 11X-04 Y ITN-01 Y 0.00 0.00 0.00 0.00 0.00 0.00 0T11-04 ROTE 4Tn 01 ROTA 4344E II 1.091E I1 6.0021 W 0.0001400 0.0000.00 0,0000.00 0Tx-05 X 41X-03 x e.00 O.00 O.00 0.00 S111-05 .TI-0a r 0.00 „.....1RM-05 ROTA Nx-0a Rare -s. ]esev0-a vssuu-LvvE-u e.00os.oa o. 000Leo o.000N.aa a111-03 x .00 Tx-06 o.00 0.00 5TN-m r o.aa 5111-0I Rail a.5ss! I3-3.Os0E-u a.sln vl o.00ae.00 O.O0au00 0.000u0n sTx 03 Rare -3.001E 10 l.naru Llme-u 0.0000.00 0.0000.00 0.0001,00 0.00 0.00 0.00 0.00 Y0.00 0.00.00 .00 0.00 0012 l.l030 10-T.1110-11-5.0350-A1 0.0005.00 0.0000+00 0.0000+00 wrz 1.0388-10 1.5101-11 9.4700-13 0.0000.00 0.0000.00 0.00084.00 TAYLOR L GAIN„ PAGE 29 PROGRAM: RA„/PILE: \prki J\pa T431. ,TES waa Kamm. HOSPITAL, EMIT: HIP, -WENS, MBAR MALL ,IREC[IN{ 0000OMd EY UNC-97 PILE MAME. PARRIN0.0AT RATIO LOAD CONDITION LATERAL roar beans POST ALL DIAPHRAGM /ALVES ARA AT 116 GLOBAL 01110IN IN TXN GLOBAL COORDINATES TAYLOR , GAINES PAGE l0 psoa RAH .mass/ FILE: \ parking \ parkins/ . TTN NB EOM MEMORIAL HOSPITAL. UNIT: %IP8-IYCB SMEAR WALL UCSE0% STATIC LOBO CONDITION LATERAL STORY LOADS FOR ALL DIAPHRAGMS VALVES ARE AT TEE GLOW. ONI0IN IN THE GLOBAL 000000ATES / LOAD CNRITIONS / / LOAD 0310ITIOMS LEVEL OIAN I III A B C LML DIES II III A E C STx-OsX 3RD-02 4TX-05 0.00 0.00 ]BD-0a r 0.00 0.00 MTx Os ROT; -s.6 oe-u-a. T948-11 4.44/e-13 0.0000*00 0.000E+00 0.000E+00 300 02 ROEz a.95• 5I -11-4.292E-11 asu{as ATM-04 R 0.00 2RD-03 % ATM-06 0.as o.oa ]STD-03 4T01 o6 ROTE •. 904E-13 6.0160 11-4 227E-vv o.0000*0o 0-0000*00 o.0000 ESE SM-Oa ROTE 0.000.0a y - Y • 0.00 0.00 0.00 0.0 0.00 ROTE 0.5{a8-11-1.644E+11-..9Y0B-11 0.000E+00 0.000[+00 0.000{+00 ]00-04 0071 6.156{ 11 1.06{[ 11 1.919E 11 0.000E+00 0.000E+00 0.000E+00 05 100-05 • ea ROTE 3RD-05 ROTC • 4.110E 11 T 1R0-06 0.00 0.00 0.00 y Y • 0.00 0.00 0.00 0.00 0.00 0.00 ROTE ]RO-06 ROT2 S..fi B-11 1. ]f 1i-la-1.]i{[-11 0.000E+00 0.000E+00 0.000E+00 • 0.00 0.00 0.00 0.00 0.00 300-110 Y .00 0.00 0.00 3RD-LY Y 0.00 0.00 ROZZ Z.O1 Z8-10 5.990i-11-1 .99 ]Z-11 0.000E+00 0.000E+00 0. 000[+00 ]RO-YI ROTE -I. OZ{Z-10 9.E90Z-11 ],ll{8-10 0.0004 00 0.000E+00 0.000E+00 0711-10 T 0.00 300 0]X 0.00 0.00 0. 00 0.00 0.00 {TN-30 ROTE • ]. 756E-10 -6.555E-10-6.177E-11 0.000E+00 0.000E 00 0.000E+00 000-0] 0012 • S.S01{-11 1.519E+1a-9.111E+11 0.000 {+OO 0.000E+00 0.000E+00 4TM-11 X o.e Slip-01 4M-11 007I 1 00401a-a.3➢0-10-l.u*0 11 0.000E+00 0.000E+00 0.000i+00 380-Of ROTE O.Oo 0.00 00 .0D 3M-09 4M-12 x 0.00 0.00 0.00 0.00 SAp-0E r • o.00 0.00 O.00 0.00 0.00 0.00 671I-1.2 ROTZ 1.7152-13 4.054411 2.609E-19 0.000E+00 0.000E+00 0.000400 300-00 ROM-2.01014a0 7.602E-11 3. vai-]1 0.0008+00 0.000E+00 0.000400 SX0-XI X 0.00 0.00 0.00 300 30X 0.00 0.00 O.00 0.00 0. 00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3RD XZ ROIZ • l.]130 30 1. {61i-10-2.96OA-11 0.000E+00 0.000P 00 0.000E 00 100-10 OOE2 • -1 .4330-10-].69 R-10 ].T16 [-1] 0.000E+00 0.000E+00 0.000E+00 3ED-01 2 0.00 0.00 0.00 0.00 100-11 150-01 DOTE • 5.342411 7.765E-11 3.533E-11 0.000E+00 0.000400 0.000E+00 380-10 ROTE TAYLOR f GAINES PAGE 31 RRWPAM:BTAYO/PLEB: \ parking \park]/gl . STA HOAX MEMORIAL HOSPITAL, R-I0C160 01W1 NALL ILpICURE 080ION0 PY UM -OR PILE 1016, PARING.OAT TAYLOR 5 DOWSE PYg 32 PW]RM ALTARS/PIIJ:\parking\grkl3gl.S R XOAG MEMORIAL HOSPITAL, UMIT: RIPS -INCHES SHAM NALL ,0p]CNOE 08[IOM® BY 10C-97 PILE( Pala: PMHIMO.DAT STATIC LOAD COITION LATERAL STORY LOADS FOR ALL DIAP16XY6 STATIC LMD CONDITION LATERAL STORY LM00 q0 ALL DIAPHRAGM{ VALUES ARE AT THE GLOBAL ORIGIN IN T10 GLOBAL 0GM0I10]E0 VALUY ARS AT TKO GLOBAL ORIGIN IN MO GLOBAL NMOIIATBS / LOAD 0OISIT100 LEV6 0I0Y II III A • 0.00 0.00 0.00 0.00 lllp-l2 • 0. 00 0.00 0.00 0.00 Run / LOAD CONDITIONS L0WL OIW it Ill A R 0.00 ROTE .00 0.00 0.00 0.00 2R-30X 0.00 0.00 0.00 >w u1Y 250-X1 E002 • 1.8372-10 1.062E-11 2.427E-11 0.000E 00 0.000E 00 0.000E 00 2w-10 ROTE • -1.274E-11 4.9934-55-4.0644-15 0.000E+0o 0.000E+00 0.0000.00 3W-OlX 0.00 0.00 0.00 3w-IlA 0.00 0.00 210-01 Y O.Oo 3Y0-1t Y 0.00 0.00 0.00 0.00 ]M0-OI DOES 3.071411-9.985E+12-4.446E-11 0.000400 0.000400 0.000E+00 31/0-11 ROTE 1.641E-10 1.271E-11-4.3345-11 0.000400 0.000400 0.000400 2110-02 X 0.00 2210-12 X 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Y 0.00 0.00 0.00 0.00 2N0-01 AMY ▪ 1.474E-11 v. 99u u-7aus-11 O.O o0E.00 0.000E+0o O.O o00000 0U-12 R02 1.90 ]e-va-l.un-m v.3tl4v O.0002*40 O.000s 00 4-000E+00 • D.00 0.00 0.00 0.00 0.00 0.00 x0.00 0.00 0.00 0.00 0.00 07-EI Y 0.00 ROTE • -1. 4412-10 ]. 477E+11-f .1909-33 0.0009+00 0.000E+00 0.0004+00 1ST -NI ROTE 4.427E-10 4.314E-11 3.44E-11 0.000400 0.000400 0.000E+00 3T-01 T Y 0.000 Oa 0.00 R012 1. 5R0E+ 10-S.41i-Il 9.4E+6-1] 0.000E+00 0.000E+00 0.000E+00 1ST-01 ROTS • l.0]][-O] f.5a {8 A 0-2.106E-00 0.000E+00 0.00 0.00 0 on X0.00 0. 00 0.00 0.00 1E7-03 Y 0.00 0.00 0.00 0.00 0.00 0005 • 1.4 P6-11-1.45]L-11-9.440E-1] 0.0006+00 0.000E+00 0. 0006+00 160-02 LOST 1.100E-11 5.1 L48 lL-7.4 L16-Sl 0.000[+00 0.000E+00 0.000E+00 2I0-04 a O.Oo o.00 a.o0 1ODO3 R 0.00 0.00 0.00 0.00 0.00 1M0-06 Y 0.00 Y 0.00 0.00 0.00 0.00 0.00 lla Of ROM 1.344E 11 7.016E-13-5.119E-12 0.000E+00 0.0004 00 0. 000400 1ST-01 COTE ].579,412-2.610E-12 9.011E-12 0.000E+00 0.000E+00 0.000E+00 ]Np-LY % 0.00 0.00 0.00 16T-04 % 0.00 0.00 0.00 2410-590 0012 • -].9001 1] 1. ]508-1]-].l ]1%-10 0.0006+00 0.000E+00 0.0006+00 1ST-04 0072 • -4.526E-1a-9.231E-16-1.001E+15 0.000E+00 0.000E+00 0.000E+00 % X0.00 0.00 .000.00 1m0s JMO-Ol BALL • 4.0936-11. 6. 6310-12- 3.741E-11 0.000400 0.0002.00 0.000E+00 1ST-05 POTS • -6.]i lL-1] f. 3000-13-4.6015-I1 0.0000+00 0.000E+00 0.000E+00 % 0.00 0, 00 181-06 % O. OO 0. 00 0.00 y Y0.00 0.00 0. 00 0. 00 0.00 •.00 ROTC 1.167E-10 {.418-I1-7.742E-ll 0.000E+00 0.000F 00 0.000E+00 l0T-O{ 0000 L 253 TAYLOR & OAI M65 PANT TAYIAR & OAIn9 0000 PmGPAK:RTABB/PILR:\parklng\Prklrgl. Ylk PPWRAM. PT011/P000:\Pek1A\parking' . 1102 MOM NENORIAL HOSPITAL, UNIT: KIPS -[BOOS K090 KWpRLW 1101PI1744. UNIT: XIPB-IYLTOB SIGH BALL 9TNC111RR LB910Nm BY UBC0T PILE Bkn: PAPKINO.DAT SMEAR BALL 9[RYLMR LRS[OR0 9Y nC-17 FILE NAME: PAESI/10,MT YATIC LOAD MONITION LATERAL STORY SIGPS POST ALL OIAPHRAGMS STATIC LOAD CONDITION LATERAL STORY MARS PM ALL DIAPHRAGMS AWES ARS AT THE GLOBAL ORIGIN IN T100 GLOBAL NOPOIGTTS VALUES ARE AT ME GLOBAL ORIGIN Ix ME GLOBAL CCCP01GTL5 / DEED CONDITIONS ND TI / / LOAD COITIONS / LN0L DM I II III A B C LEVEL DIPS I II III A B STN-NI X 0.0 0.00 672-000 Y 0.00 0.00 0.00 0.00 0.00 5T0-01 Y • 0.00 0.00 0.00 0.00 sTN-02 XO.Oa o.aa O. oa O. oa a. 0o 0.00 BTU-00 x a.as 0.a0 a.00 0.00 5TH-02 r NN-aa 0.00 5T0-al x 0.00 0.00 0.00 0.00 0.0o 9Tw-02 v 0.00 0.00 0.00 0.00 5TH-03 r a.00 0.a0 a.0a o.00 a.00 0.00 5TH-05 X ESN-oi r a.o0 0.00 0111-05 r a.o0 e.aa 0.00 5714-06 x 0.00 0 00 0.00 0.00 0.00 4111-06 x 0.00 0.00 0.00 0.00 5TN-LB x 9Tx-o6 x o.00 0.as a.as 0. as 5Tx-114 0 0.00 6111-12 0.00 5T00 0T x 0.00 0.00 0.00 0.00 9TR-Lx r a.aa SIN-07 r o.aa o.oa O.oa 0.00 6Tx-07 x 0.00 0.00 SIx-ae x etx OT r o.aa o.oa STx-00 r a.00 4TX-00 x 0.00 0.00 0.00 5ix-0S x 0.00 0.00 0.00 m-Oe r a.as G.00 a.Oo 5111-01 r O.6P 0.66 a.6a E72405 x 0.00 0.00 511-10 x 0.00 0.00 0.00 0.00 0.00 0.00 ETx-OR r a. ea G.00 sn-vo r a.PP D. o1 a. oo D.a0 a.Oo a.Po 0.00 0.00 SIN -II I 0.00 0.00 0.00 0.00 x 0.00 0. 0o 5111-11 r a.00 0.00 a. 0a a.a0 E111-11 0.00 0.00 0114-12 1 0.00 0.00 0.00 0.00 stx-s1 v a.0a 0.00 six-vx v a.0a a.a0 a.a0 O.aa 6110-12 x .0a 0.00 0.00 0.00 5110-111 x 0.00 EIN-va r o.oe a.0a 0.as e.oa a.aa EIx-xI Y o.a0 0.00 0.00 x 0.00 a.00 STN-NI Y 0.00 O. Oo 0.00 Y O.aO O.00 PAGE 35 iArla R aA[n9 PRWPN:RABB/000.0 \Prkirg\prki[gO. BTA 00N0 I@BRIAL 14000IYAL, UB[Io x[P9-111061 I0GN ROLL STRUCTURE DOIIm16 BY :0C-17 Pm8 KAIN: GRXII0.GT TAYIOR A wins TAGS 34 PSOMN: SLLJ9/PILo: \Prkirg\parking). .999 xMAO INMORIAL 0OSPITAL. ux0T: KIPS-I0009 GWR BALL 6TNCNRS DESIGNED n 1SC 9l PILE NAME. PAMING.MI STATIC LOAD LIMOITION LATERAL STORY SIGRS NM ALL GUP10AN19 STATIC LOAD comma., LATERAL STORY SMEARS 000 ALL DIAPHRAGMS VALUES ARE AT THE GLOM[. ORIGIN IN THE GLOBAL COORDINATES VALUES API AT MI GIOML ORIGIN IN INA GLOBAL COORDINATES / WAD CWNITIONS ONND CONDITIONS LMM L DII[ III A C UNIT, N DIII III A PIN-oa x o.ao 0.00 0.00 0.00 0.00 0TH-02 r 0.00 0.00 0.00 0.00 0.00 0.00 r 0.ao o.00 0.00 0.00 ET0-0) : 6111-03 r a.aa a.o0 a.0a O. Oo 0.00 0.00 r ITN-aE Rw-05 I 0.00 0.00 0.00 0.00 0.00 0.00 41N-04 Y 0.00 0.00 0.00 0.00 0,00 Im-OS Y a.a0 0.00 a.00 a. 0a a.00 0.00 0.0a LED -OE a o.ao Y a.aa a.a0 a.as a.00 a.00 3111)-04 Y 0.00 0.00 a.a0 a.00 0.00 0.00 4T14-06 x 0.00 0.00 0.00 STN-aE r a.a0 a.a0 0.00 0.00 Lm-SY r • 0.00 0.00 0.00 0.00 Loa 0.00 5TH-1A Im-07 X 0.00 0.a 0.00 0.00 6T0-I14 r 0.00 0.00 a.oa a.ee am-aT r O.ao o.ao a.as o.00 o.oa 0.aa STX-aT x 3m-00 I 0.00 0.00 0.00 0.00 0.00 4TH-07 r 0.00 Im-ae r 0.00 a.aa a.aa a.0a a.aa am-a9 1 0.00 4T11-06 x 0.ao m-a5 • a.00 0,00 5Ix-O9 0.oa 5114-0T r a.ao a.ao o.0a 0.00 3AD-10 T 0.00 0.00 0.00 0.00 0.00 CTN-10 1 ETI-10 r o.a0 0.a0 a.ao O.00 Im-vv x 4SH-01 r .00 o.00 o.oa 0.00 Lm-12 Y a.a0 a.00 0.00 0.00 SIN-u ,r1TN-12 r ONO -Ha r 0.00 a.00 a.a0 o.aa 0.00 1411-01 LI-NI Y O.ao 0.0a o.aa 0.00 0.00 aND-00 r o.00 0.0a O.aa x 0.aa1 l00-av x a.ea a. 00 O. oa a.00 am 0] r o.00 a.00 0.00 100-0a X -02 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Last TATLSR L GAINES PAGE 17 PRWRAR: RTA05/PIL•:\pooki.gdP4x21I0I. 0TR WAD .LLO4YIAL HOSPITAL. UNIT: RIPE-IRLMO Mw TOLL STRUCTURE GRSIW® IT U20-07 SILO NANO; PARKII0. DAT r STATIC LOAD CM01TI0• LATERAL STORY SHEARS 20* ALL DIAPHRAGM TAYI0R i GAINES PA31 la ARDJMM: OTAR6/PIES:\p.r5ly\p.rkir l.2TA ROMI 041040R/AL HOSPITAL, MUTT RIPE-T 11RA OMAR BALL trauma' DESIGNED AY U•C-ST ?ILI TOM: PARIII00.0At STATIC LOAD CONDITION LATERAL STORY SHAH. FOR ALL OIAOMMI0 VALUES ARE AT TO GLOBAL ORIGIN IS T16 GLOW. COCADIATA5 VALUES ARE AT TH6 GLOBAL ORIGIN IN TIC GLOBAL COORDINATES / LOAD CRN0ITIOIS / / WAD CONDITIONS / LEVEL DM 1 II 111 A • C LCVOL 0]ON II III A C 2N0-06 2040-04 r 0.00 0.00 0.00 0.00 0.00 0.00 T 0.00 240-05 i0-00 ]AO-05 Y 0.00 15T-06 Y 0.00 ]N0-06 i GAD -LW 0.00 200-1N Y 0.00 0.00 22D-07 T 0.00 0.00 2ND-01 1 0.00 2112.-00 A 0.00 95-10 I Tm 50 0.00 IND-11 a 0.00 9S-12 Y 0.00 0.00 1ST-21 I 0.00 H-HI Y 0.00 1ST-01 1 0.00 1ST-03 S 0.00 1ST-0) 107-0] Y • 0.00 0.00 0.00 0.00 0.00 12T-04 a 0.00 0.00 0.00 0.00 0 Oa TAYL3R a GAINES PALE 19 PRWPAR: EIARS/PIER: \RATX1. g\p.TRIgl. OPR HYM .OIMIAL HOSPITAL, WIT: RIPS -INCITES OMR HALL STRUCTURE Min BY WC-97 P114 OAS: PAORI0O.OAT TAYIAR i GRIPER PR(OAH:RA1O/PILE:\Ptkiy\ptrki.91. PIR 10M .mpR0L 500 lW.. UNIT: RIPN-WOES SHWAS NALL STRUCIVRS WOIO0RO SY GRC-97 PLW NAM: PAORIF.DAT STATIC LOAD COITION LATERAL OVOOTOPN S1 MOMENTS FOR ALL DIAPHRAGMS STATIC LOAD Cd0ITIOI MORAL OV0RSDOIW 40*107S FOR ALL RIARRA0IS MARS AAO AT T10 01000E CSIOIN III TIM GLOBAL 000.0I2AOe VALUES ARS AT TKO OV)ML 021012 IN 0E GLOM. CtlG0INATIS / LOAD CONOTTIO1IS 1 / LOAD CO10IT0CNO / WAL DIPO I II III A R C LEVEL DIEN I II II1 A • ve-vv 0.160E-n anus -I] a Opu00 0.a00a.aa 0.000E+0o STM-01 s 0.0]as-aa-o.naE-va a ma-v0 0.o0oe.oa O.aoau0a 0.000E+0o O S0-HI Y 0.161E-12 0.240E-12 0.4020-12 0.0003.00 0.0001.00 O.0002.00 5T11-01 x 0.2ne-lv-o.lue-ss enuo-u e.0000+00 e.aaeuaa 0.0000+0a 4111-01 X0.sv5-IS 0.vsa-u a vase-u 0.000E+0o 0 00s.00 a 00a.00 - - varva a aas-11 0.000•.ao o.ao0uoa 0-000E+00 40-01 x -a. 120-11 0.1611-12 0.607E-12 0.0000.00 0.0000.00 0.a000.00 51N-o] r 0.01E-11 awns-11 0.100211 0.000E+00 0.0002400 0.000E+00 110-01 s -0.705E-u 0.570E-u 0.316E-u a - a -0.040E-01.0.70w10 0.130-11 0.0002.00 0.0002400 0.0001+00 470-02 r -a.177a It 0.vm 51 0.000E-u a.a00a.ao a. eeai.00 o. oaae oa SM-03 r 0.404E-11-0. 02611-11 0.aa0-11 0.0002.00 0.0002,00 0.000E+00 4110-03 a-0n652-10 a 0.373e-11 0.0001.00 0.00011.00 0.0001.00 072-04 1-0.2702-02+0a02210 0.4010-11 0.000E+0a 0.000E.00 0.0003.00 420-03 Y-0.2502-11 0.157E-11 0.1261-11 0.0001.00 0.0002.00 0.000E+00 5711-04 r 0.555E-u-•.sue-11 0.550E-u O.0001+0o 0.000E+0o a. 000uao 412-04 a OFps a-0.2041-02.0.7132-10 0.5241-11 0.0003400 0.0002.00 0.0002.00 622-04 r 2711-05 r O. oaE-u-0.son11 0.vmnvp a.000ua0 0.O0as.aa 0.0oou0a O 0-06 - 1-0.300-05.0.711•-10 0.375E-11 0.0001400 0.000E+00 0.0002.00 602-05 v 571-00 r O. 710-u-a. san-u 0.10E-v0 a.apouae 0.000s.00 a.ao01.a0 aTx-oa 4111-04 Y-0.32012 0a021-11 0.2551-11 0.000E+00 0.000E+00 0.00011.00 5T2-411 S R-u x - .esel-v0-0.OveaO a s-u a - 0. n71-09-0.707E-10 0.040-12 0.000E+00 0.0001.00 0.0003.00 4T0-31 r 0.403e-12 0.1132-11 0.301E-11 0.000e.00 0.0001.00 0.000e 00 01.2-07 v anusap-0.555E-vv a. v10.10 0.aaes.a0 o.apousa ss000+00 a4!-vo o .3au-0s-pnmE-v0-0.116E-u 0 00ae.00 0 a0uoa s 000+00 O 12-01 Y • 0.5216-12 0.302E-12 0.152E-11 0.0002.00 0.000E+0p 0.000e 00 ESN-00 r 0.1312.10-0.44aa1 0.1422-10 0.0002.00 0.0002.00 0.0001.00 0TN-04 • 0.1170-00-0.1 - 001.00 0.0001.00 o 0+1.00 STE-0 a-0.340-05-0Jns-10-0.32u-I1 0.0001.00 0.0001.00 0.000E+00 167E-0e r 0.3o10-v2-0.070 1] OwOlB-11 0.00ae.00 o.00ae.ap 0.000E+00 5Tx as r 0n402.10-0.245E-10 0.15E-10 0.0001.00 0.0003.00 0.0001.00 4Tx-09 s a0e.00 0 OOu00 - 3fa0.0um4 -0-00-10-0.s11 a u 001.00 0.0001.00 a.000a0 472-00 Y-0.1El0-la-0.asse-u 4.4sa0-11 0.000E+00 a.a0a[.00 0.aoou0+ 5TM-10 x 0.0.1421-10-0.1ur01 0.165E-10 0.000E+00 0.000E+00 0.000E+00 6111-10 A a -0. 4uE-05-a.0s0-10-a. sus-11 0.aaos.0o 0.0002.00 0.0002.0d /� 172-10 Y 57wn1 Y 0.1311-10 0.243E-15 0.1761-10 0.000E+00 0.0002.00 0.0003.00 010-I qH-11 Y s711-12 4111-12 X 412-21 O N -HI Xilea-Os-O. al O-lo - O.o00A.00 0E.00 0 E.oO 50-21 T 0.040-12-0.0746-11 0.445E-11 0.0001.00 0.000E+00 0.0001+00 Y 0.120-10 0.171E-11 0.110-10 0.0002.00 0.0001+00 0.0001.00 a 1s-Os-0.a3n-10-0.905E-11 0.o002+00 0.000E+00 0.000.00 r 0.12120E-10 0.354E-11 0.00-10 0.000E+00 0.000E+00 0.0092.00 Y 0.1270-10 0.02E-11 0.2011-10 0.0002.00 0.0002.00 0.0002.00 L 25S TAYIOR 4 NAMES PAGE 41 MWPAl1:8LALS/PILL:TP4224g\94M1egl.OTI MOM MEMORIAL HOSPITAL. WIT: KIPS-IMCYRS OM AR MALL ST10 TIME DI MOHSO BY MC-07 nun MAME: PAMIM.DAT TAYLOR L GAINES PAGE 42 . ROT ASS/PIL\p[kln9lp Mkln]l.6TR ®PMW MOAG tIAL HOSPITAL. ZIPS-IMCM0e RM MGR BALL STRUCTURE 005IW0O BY WC-97 PILE MANE: PAP1Iep.OkT / *Wale LOAD ONDITIMI WTVAL OVERTURNING N010301S FOR ALL OIABNWAMB 0RTSC LOPE 00001010M LATW:L DORTNWIM HMBMB FOR ALL DIAMIOHMI0 BALMS AM AT THE GLOBAL ORIGIN IN T10 GLOBAL COORDINATES VALUES APS AT TIM GLOBAL ORIGIN IB TUB DIAW. COMMEAT68 LOADORR LOADCONDITIONS m OM TI / TI / LIBEL 0IM HVIM II III A 8 C LL DI11 IIIA 8 4TH-02 9]v-10-0.005E-v0 0 o0 e.00 0.0004.00 0 o0a.00 1m-03 4TX m r 0.1246-19 0.673411 0.217E-10 0.0001400 0.000400 0.000E+00 200 0] T 0.422E 10 0.219E 10 0.4076-10 9.009E 00 9.000E+00 0.000E+00 4011-03 Xo.s021-09-O.suS-10-0.103E-10 0 o0e.o0 0.0008.00 400-01 Y 0.117Sa0 anus 11 0.2325-10 0.000400 0.000400 0.000E+00 300-e • D.sv a-o9-o. as[-lo-a .l o4 a-v0 D.000 e. oO 0 0003.00 O 1m-Ds - - - .30E+00 4731-04 Y 0.111E-10 0 4206-11 0.24,6-10 0.000400 0.000400 0.000E+00 3M-05 Y 0.461E l0 0.256E-10 0.421E-10 0.000E 00 G.000400 0.000E+00 401405 - - - 008.00 ]m-00 x >)a-o9-a 69]e-v0 o.l0o a-u O.O oo e.00 0 ooa.00 0 001+00 47x-05 T 0. I050-10 0.910E-11 0.202410 0.000400 0.000400 0.0006+00 300-00 Y 0.219E-10 0.269410 0.426410 0.000E+00 0.000400 0.0001400 • 0. 5456-09-0. ]S R-10-0.104E-30 0 000+OO 0 )m-LM X- .9308-09-0.6]1 a-10-0.994E-II 0 OOa.00 0 008.00 Y 0.103110 0.991E-11 0.276E 10 0.000E+00 0.000E+00 0.00+4.00 3m w Y 0.502E 10 0.24a-30 0.4)1410 0.000400 0.000E+00 0.0001400 4TE-Lw x 0.599E-09-an 430-0nueal 0 00v.00 o.000e.o0 0.000E+00 3m-07 z o.M4E-m-a. was ao-o aeae-l0 0 0oe.o0 o OOOE.00 0.000E+0o 4111-01 Y 0.10E-10 0.111E 10 0.219E-10 0.000400 0.0001400 0.000E+00 ]m 0] Y 0.514E-10 0.300E-10 0.444410 0.900E+00 0.000E+00 0.000E+00 4.01-07 x 0. s])v-09-0.9➢eae-0 mev-n a.000 e. oo o.0 ooe.00 O. oo ov.00 30D-01 x -0. s47s-os-Os»e-s0-o-0ns-l0 0 o00 e. o0 O.000000o 0. o0ou 00 uH-m x O.IRB-l0 0. maao 0.)04 v-s0 0.000u 0o o.000a.00 0. o000*00 3RO 04 T 0.533E 10 0.334E 10 0.454E 10 0.000E+00 0.000E+00 0.000E+00 4T1-Os x-0.sssa-m-e.ssse-10-a ss0u» 0 000E+00 o.e0oe.0o 0 O0 ov.00 310.0+ x-0.4131-09-0.437010-0.346010 0.000400 0.000E+00 0.000E+00 4014-0e Y 0.2111-10 0.134R10 0.214E-10 0.000400 0.0001.00 0.000460 ]m M r O.s»8-lo o.v71-lo OwaB-v0 0.0006.00 o.o0a5.o0 O.o001+00 400-09 x-0.5/6a-O9 -o.995E 10-a.sma-» O.a006.ao O.000e+00 a.o00u00 310a0 x m-o9 Y 0.9910E-10 0.144E-10 0.133E-10 0.0006+00 0.000E+00 0.000400 ]RO.10 r 4731-10 1 -o 4ue-m-0.451E-10-0.33E-9-» 0.00a3.00 o.0 ooe.0o O.000e.a0 Mm-11 x -0. Ri409-0.5900-10-0.5472-10 0.0001400 0.000400 0.000400 iTx IO Y 0013410 0.154E-10 0.3456-10 0.000400 0.000400 0.000E+00 3RO-u Y O. 556E 10 0.352E 10 0.217E-10 0.000400 0.000E+00 0.000400 470a1 x - .211E-09-0. se10-10-0.620E-11 0.000400 0.000400 0.000E+0o ▪ 9pu-R-O.s1f1-vo-O.Mu-vo 0.o0pu 00 o.000e.0o O OOR.pO 4sx u Y 0949E-10 0.142E-10 0.557E-10 0.000E+00 0.000E+00 0.000E+00 ]Ro-12 Y 0.59E-10 0.344E 10 0.219E-10 0.000E+00 0.000E+00 0.000E+00 4011-12 z us-R-o.uOu 10-9.1E-6e-» o.o000+00 0 ooe.00 o.o00s.00 a 0.svu0s-0.ssos-va-o.7M0o- v0 0. o0pu 00 O OR.00 0 oou 0a iTx 13 T 0.219E-10 0.170410 0.221E-10 0.000400 0.000E+00 0.000E+00 Y 0.521E 10 0.996E 10 0.510E 10 0.000E+00 0.000E+00 0.000400 )m-MI x-0.066409-0.9220d0 0.411E-12 0.000400 0.0006+00 0.000400 a-0.s»[-os-0.suaa o-051E 10 O.0 o0 s.00 O.o006.00 0 oo 00+00 2m x] Y 0A01E-10 0 . 1526-10 0.374E-10 0.000400 0.000E+00 0.000E+00 Y 0.41111-10 0.335E 1.0 0.521E 10 0.000E+00 0.000400 0 . 000400 x -0. use-p a-0.400E-lo on5u-u 0.000E-00 0-000e.0o 0 2140-02 x-o.u9E-o9-0.m]a-10-o. fIOPR 0.0ooE.ao 0-0000+oo o.0oou00 Y 0.415E-10 0.199E-10 0.349410 0.000400 0.000400 0.000E+00 2m-03 Y 0.621E 10 0.3940-10 0.516E-10 0.000E+00 6.000400 0.000400 300-02 1-0.7020-09-0n990-10 0.146E-11 0.000400 0.600400 0.000E+00 200-03 x 0.560E-09-0.5270-10-0. M66-]0 0.0002+00 0.000400 0.0000900 ]m 0] Y 0.219E-10 0.214010 0.399E-10 0.0000.00 0.000E+00 0.0005+00 200-0] Y 0.656E 10 0.4020 10 0.530010 0.000400 0.000400 0.000E+00 TAYIOR L GAINES PAGE 47 PAW RM: RASS/9242: \gikllg\pekigl. RR HMO MMORIAL HOSPITAL. - MBAR MIA. STRUCTURE DESIGNED MY 00C-97 FILE Wq: SARIM.MT TATIOR L GAINES PAGE 44 1PWMN:RAW/P/L2Ap+klry\RL9ksrg1.8R MOM MEMORIAL HOSPITAL. MIT: 0IP4IMLM1 SEMI MALL ATRUCTI0111 ORSIGNED RY MC-97 FILE NAME: PARXIIIMDAT STM/C LOAD NOITIC41 WTO8L OWRNWIIW NMO0R POR ALL OIAMM015 M7ATIC LOAD CONDITION LATERAL O'ARTUR3200 MOMENTS FOR ALL DIAPMOAM96 VALUES AM AT TM GLOBAL ORIGIN' IN MO 11I01IAL COORDINATES BALMY AR AT T10 GLOM 035DIM IBA 110 GLOW. 000RO0gTE1 / LOAD Cp08T1018 / / LOAD ORS TI / mM IL DIMI II III A N C LBML DIM I II /II A B C 210-04 • - E--0. Ra 4v0-0.109E-09 O .0 00u00 0.0001400 000000 2m-04 r a 0Rm770-10 0.411E-10 0.523E-10 0.000E+00 0.0002400 0.000E+00 10T as x 210405 3 v4m-0.521E-10-011]4 as 0 00ou o0 0.00 DE.D0 O 000E+0o vR-Os 310-05 r 0.100E-10 0.4176-10 0.5252a0 0.000E+00 0.000400 O 000E+00 107-06 r 2111)-06 x -O. s598-Ls-o.0 R-vO-D. 995E-os 0.o0oa. oo o.O DOe.00 O 000a.00 3ND-o6 r 9990E-20 O. ns6-vo D.sv E-2D e.DDOU Do 0.000E+0o o.o0Da.0a 2ED-10 • - - - 000E+00 0 000E+00 31412-124 Y 0.756E-10 0.434E-10 0.529E-10 0.000400 0.000E+00 0.000400 210-07 % 0. 101E-OS-00.E-7)s-10-0.1 ))6-09 0 OOa.00 0.0008.00 0 OOs+00 )110.07 Y 0.7148-10 0.442E-10 0.535E-10 0 .0008.00 0.0001400 0.000400 210-04 x on5v1-04-0.u7e-10-0.330E-o9 0 000E+90 0 000E+00 2M-06 r 0.413E-19 0.451E-10 0.5406-10 0.900E+00 0.009E 00 9.000E+00 210.-09 x O.lOm 09-0.47M v-10-O.l4a6-09 o 001+00 0 000E+00 300-05 T 0 .9460-10 0.460E-10 0.553E-10 0.000E+00 0.0001400 9.000E+90 2110-10 X0.1030 -06-00.E-9]8-]0-O.I4 s8-09 O.p008.00 0 OOE.00 2110-10 Y 0.546E-10 0.4730-10 0.5426-10 0.000400 0.000E+00 0.000E+00 2M0-11 3110-11 Y 0.934E-10 0.4146-10 0.56911-10 0.000E+00 0.0006+00 0.000E+00 2N8-1] 200-12 Y • 0.9755 10 0.492E 10 0.5770-10 0.000400 0.000E+00 0.000E+00 101-33 Y • 0.1046-09 0.5016-10 0.5676-10 0.000400 0.000400 0.000400 IBA-0l �11R-01 Y R-01 Y 101-01 X 0.2740-04 0.977E-09-0.191E-09 O 006.00 0.060400 120-03 Y 0.174401 0.196E-09 0.949E 11 0.000E+00 0.000400 0.000E+00 100-04 - - 000E+00 0.000L.00 0 l0T 04 r • 0.203E-09 0.344E-01-0.404E-11 0.000E+00 0.000400 0.000400 L 256 TAY630 6 DSIBZa PAGE 45 PRMRAM:6nASn/BULB: \parkleg\parkll6ll.516 HOAG MEMORIAL HOSPITAL. UNIT: x0PS-IITISB SHEAR WALL STRUCTURE DESIGNED BY DEC-97 SILI MAME: PARNINB. DAT TOTAL KDAL Donna 6 SPECTRAL VALU85 MODE TIME DAMPING 'SPEC -ACC 5P4C-ACC ma PER/OD RATIO DI DI 0.05000 6 431.790 41/.611 1125e 0.05000 395.297 362.520 .05000 16.611 227.013 5 0.04621 0.05000 222.871 215.6 01151 0.05000 214.831 207.649 112.226 205.366 0.05000 203.224 196.655 9 0.03610 0.05000 00.116 194.216 190.795 164.427 1] 164.146 I] 0.02945 0.05000 167.443 161.1e6 14 0.03759 0.05000 1e7.961 101.314 0.05000 16 02529 anon 167.6 17 0.03405 0.05000 117.443 181.324 191.• 161.364 19 0.02300 0.05000 1n.41 161.384 u 0.02263 0m5000 112.643 181.384 a 0.02167 0.05000 0.02128 v7.ul 141.ln 25 0.05000 167.663 101.364 25 0.02047 0.05000 187.643 111.386 TAYLOR 6 MINES 5506 47 PRMMN: STABS/FILE: \parking\parking' . SIR xu0-CSL1AS q ▪ MVAAL LI. ETRVCMON U! DES IED SY - FILE MIO: PSRSIVI.DAT 40S06410 SPECTRUM LATERAL Disnaciamers bA OIAPM0AN 1 TAYLOR 6 O.SINBS PB0! PRM6x: RN:STARS/IIL\parka g\parkinn1.m NOAG I11010RLW N01P11T:0. UNIT: N1P1-IRT05 IDIMR WO:W. 6I'MI0M! DBSIONd SY USC-S] ?ILK M IR: PARNING.DAT P10PoN56 SPECTRUM WE SHIRRS MOD / D1 // ]l Ip DI6ERION-Z 0114RIDw-V DIRSLTICN•2 DIR1RIW-2 027.143 62.5/0-215.114 .912 40.261 15.125-154.I47 12.1/2 12.071 1124.149 156.025 19.515 -12.469 1 162.013 54.179 1 119.176-112.742 1 l 2.210 1 11.741 22.046 1 62.012 324.346 -26.552 1 .55 1 l.6]1 21.666 1 66.209 24.256 10.696 6.65i 217.397 -54.976 5>.ou-]1.555 1 2 COG 10355.174 410.457 -204.161 1e 167 -11.669 151.040 51.105 52.428 -109.094 2.154 21.172 2a.124 20.065 22.472 6.24) -5a.191 22.471 715.455 50.741 1457.121 11.541 20.971 7.133 32.005 45.741 .1l2 91.114 1.193 34.214 15.752 2.417 123.160 12.322 56.]ie 15.012 2.222 4.a0 3.213 25.271 TAYLOR a OAINM 6AN8 .a MOW,: ETANI/FILE: \ pa rkllg\p.[kiogl. RR NNG 606001AL N 6-1II01310 6I11A5 FALL 6TR0CMI MIMED SY NEC -IT PILE MAMA PARR/MAW PE6P0I4 0P6RRIM ]ATMW. DISPLACM®IT6 FOR D]APIWAN 1 OS TER VALObAllAAT TICE Po C00085I00N0 DIAPHRAGM 6 IIOLLYL L006321,01TES COMYUMIIM DIA%IPN)I IX GLOW. COORDIMTES /-LORD CONDITIONS./ /TAM 0000 TIa6-/ LINT Om 55 D2 L4044 DIRK 01 02 Tx-l000119 • 0.0331 A539 6TM-10 r • .ono .vv ROTE ..0no-os cues-05 624140 ROTE v. m5-o9 6. 154-05 • 0.2171 0.0165 Gill-0l v Ss-11 Y 0.0099 0.2a5 alN 01 SOTL 5. ]I SB OS T. .4252 6T1 ll wart 2.2624.05 4.5138-05 41) 678-12 l O.il l] .0105 6591-03 Y 6511-12 T .5254 fn.-u 9022 •. • 0124 5. ]91!-OS STX-12 Mr2 2.1414-05 6.2101-05 • 201) 0.0044 ▪ 0131 0.3779 STH-Hl T 51 M4 • .. l.l[-OS 5. 915S-OS 1-Hl 1OT2 1.294' R05 4.3071-05 4214-06 X 0.2215 0.0455 E sIM-01 s 0.1203 RDtM-ol rz l.vuelos i.0U5-5'. sTx-05 9RZ c• 55A-05 5.1604-05 6TX-00 ] 0.2314 ST1-0] Z 0.1758 0.02u aTM-os x 202 s - ut 671-05 ROT/ 1.0718-05 1.2528-06 51»52 M7i 4.015p-as 6.552R-05 • 0.2259 0.0541 5111-03 1 0.1717 0.0361 .]115 ROTE • ].6115 05 l.]l6 ¢-06 5TM-u ROTZ 105 1. 0f1¢-OS .0)19 ]11-06 Y 6TN-510 Ran • 0.6128-06 1.2918`091 51M-04 Ron • 2.1106 05 6.4368-05 4111-01 5 0.]1.6] 5TN-05 S 611-0] Y 0.0210 nn STx-05 Y 0.0116 0.2400 6TN-07 ROTE 1.m5-05 1.0068-04 5511-05 ROT! S. lS av-os 9. uK-Os 4u-00 x s9x-06 a sex-06 sM ae ROrz ].4 .52 1 0 s. sa a -Os sTl-oa brz 1. 7451 05 9.4688 05 6'M-09• 0.2105 .0223 s .1u1 0.0097 9TY-09 0176 0.3144 • 0.0142 0.2605 6111.09 ROTE • 9.6 ]18-06 6.9906 99 6222 Z. Z57 TAYLOR & GAIN66 PA0e 69 uN.[rA66/PIL11,4prki g\p.rkir51. 6TR RUARUNIT:KI IpKO ARL NPITAL. UNIT: P6-I 166 TAYLOR & GAUSS PAGE 50 :RAJA/PIIJ:\Yeki g\P98ki ogl. SEK HOAG ARMORIAL HOSPITAL. UNIT: KIPS-DAMES RANI SHEAR WILL STRUCTURE DEMOHSO BY UHC-97 PILE NAR: PAPlIIM.OAT ROOMS- SPECTRUM LATERAL DISPLACEMWIS FOR 01APN51411 1 RESPONSE SPECTRUM MARSAL DSOPIAC0MWRS FOR DIAIGIPAGM 1 VALUES ARE AT THE OF MSS OF 11111 VALUES AR[ AT THE CENTER OF SS OF TN8 COSRSSP:RIR DIAPNVAMMSCENTERMIM GLOBAL LYWSDIMR6 CORRESPMmI141 DIAPHRAGM IN GLOBAL MSDEW.T05 /-LOAD c000rr Kos -/ / -LOAD TI S-/ LSVOL 019r D1 D2 LEVEL DIRE 01FO Da 51M-01 X 0.1530 0.0239 4111-05 Z 0.1004 0.0234 175607 9 ROM 2.39E-05 7.013900 .Tx-0s ROTZ 1.151E-0s 6.768E-05 1511 0 0109 61x-06 S 0.102E 0.0253 STN-09 r 0.0170 0.2170 .R-06 5R-06 ROTEv.use-Os s.66.o-Os 6R-06 ranx v. ulE 00 e.3179 00 6R-1.11 a 0.0966 0.0054 5111.09 0.0147 0.22411 .R-LIM 0.0109 0.09.8/ 91E-09 ROTz ]nue 06 .. n.e 05 .Tx fX ROTz e.6ue 06 sn]ae-as 1110-10 x 0.1527 0.0145 .794-07 8 0.0907 0.0151 .vY 5TR-10 polo1.sLe 05 l.ao6[-as 6R-0/ emz 0.0133 0.1240 s1M-u v 072 0.m0 4TH-OO r .0131 0.0138 .1319 5711-11 Rmz 1. eau -Os z. aon-Os an-oe ran 1.699E-59 l.1990-05 5T1-12.R-09.0111 SR-18 r 0.1512 0.223E 4R-09 x 0.0929.0.1356 5111-11 Rm2 2.190E.05 2.123E-05 .Tx-u ROSR 9R-Nx X 0.1369 0.0033 .R-lo aR-xl 0.0095 .TM-xx Porz a. rile -as z.uv-as 411610 Ron9. S0�F00 l.nas-0s 471041 19 0.0067 a.0v1 6R-11 Y 0.0055 0.0070 0.1309 9111-01 Ron 23.613E-as z.9901-09 6R-iv ROTE 1, 3051 05 v.vn.as .R-02X 0.1161 0.0162 6736-13 1 0.0060 0.0051 6R-0] Y 0.006/ 0.2013 .R-la Y 6111-02 907E 1.076E-05 4.6151.05 .Tx-va ROTE v. ]Olv-Oz 1.20ei-Oz 4114-03 8 0.1119 0.0145 380-41 X 0.0778 0.0015 611-03 Y 0.009e 0.1640 Y 0.0074 0.1114 OMS ].5900-OS S.0331-OS ]u-MI ROO 1.9100-OS 1.1..0-OS .R-0.X 0.1097 0.0190 3/0-01.Y 037 0.1124 6T5-06 ROTE ROTE S.f]Li-0E 1u-01 ROTL TAYLOR S GAINES PAGE 51 PRMMN: RAY/ Plli: \prkl9g\ W rkingl. R8 HOAG IRIORIAL HOSPITAL. MIT: KIY-LNOW➢ OMV.R NALL SIRVCN1[ DESIGNED BY UHC-97 PILE MC: PARBIR.ORT TAYLOR 6 GAINES PAGE 52 PRMSA8: STAY/OIu: \ parking \pekLA1.➢SN IWAO I41510RGL N06PITAL. UNIT: KIu19008E SOAR MALL STMIVR5 OOOMMim SY UEC-97 PILE OMB! PASKIIW.RT RESPONSE SPECTRUM IATWW. DISPLACEMENTS FOR DIAPHRAGM 1 R65PCY99 SPECTRUM LATERAL DISPIACYROPS FOR OIAPMAOM 1 VALUES API AT THE MITER or MASS OF DO VALUES ARS AT TIC CENTER OP KISS OP MO COPR66W153I140 DGNCA01 IN "LOW. ROADIMR6 CORRESPONDING DIARAWN TN GLOBAL CCMOINAR6 6-LOAD CGEITIMB-/ /-LMD COMITIMS-/ LEVEL DIRK 01 132 LEVEL DIRH 01 D2 390-01 Y 0.0051 0.1069 390-12 Y 0.006E 0.040E lY-0lX 0.0580 0.0058 010-612 X 0.0146 0.001E 0151 160-01 ran 1.8771-05 1.915E-05 3110-NI RO[4 3R0-04 X 280-01 1Y-064 0.0017 0.0614 LIDO- Y 0.002E 0.0337 100-06 ROIL 1.3425-05 1.566E-05 2110-01 ROTE 1.661E-06 4.051E-06 0.0114 2H0-O]X 0.0215 0.0015 390-05 Y 0.0101 0.0751 2410-02 Y 0.002E 0.0137 ROTX ROTS N0-u 1 ]MD-u 0.0027 0.0345 59 earl 1.68-05 3.40714-05 2YO-6l ROTS. 180-15 Y 0.0057 0.0410 Y 0 0043 0.0296 380-W 5072 5.591E-04 3.100E-05 200-04 ROTE 2.201E-05 7.295E-06 0.0041 0.0537 RO1Z 1.]l0[ OS ].0]li OS 241O-05 ROTZ 5.616E-06 1.292E-05 2150-06 Y 0.006E 0.0221 ROTS 6.0168-06 1.1698-OS 890-06 ROTE 380-09 2 0.0395 0.0050 2110-411 i 0.0135 0.0007 0.0054 a80-LN Y 0025 .0174 5110-09 MT2 •.09.{-06 i.667{-0[ ]MO-LN ROTS 0.0045 Y 0.0037 0.0169 1u-10 801E1.583-06 6.109350E 2190-07 8010 1.550E-06 1.097E-06 390-11 X 0.03110 0.0011 - 340-11 Y 0.0051 0.069E Y 0.001E 0.0116 1Y-11 ROLL 9.116E-O6 l.9]5[-O6 21113-0e ROT{ 5.061E-06 1.19.E-06 Irby 621.1-01 K 172.12 30.55 6TN-01 TAYLOR a GAINER PAGE 53 RAM: BEARS/FILE: \ put ln\parking 1. 0T0 N010 MEMORIAL XOSPITAIL UNIT: RIPS- INORS SUGR MALL STRUCIUPS DESIGNED SY USG-9] FILL ERNE: PARKING. DAT TAYLOR 6 HAINES PAC111 54 P0m0A14: [TABS/ PILE: \parking \parkllg1.8R WAX MEMORIAL N09PITAL, UNIT: RIPS -]MORE SEPAR WALL LTRUCMS DESIGNED BY 0BC-017 FILE 112.9: PARKING CANT R9SPW90 SPECIRlM LATERAL DISPLACEMENTS FOR OIAPIdl[M 1 RESPONSE SP[CIRIM LATERAL STORY IMRTIA FORTIS POST DIAPHRAGM 0 ALLIES ARE AT TER CEIBR OF MASS OF 111S LOADS ARE AT THE C:XRR5 OF MASS OF 111E RESPMYIVE STORY LEVELS 0ORREStt0N1NO MAHARANIS IR GLOBAL CWR01MATea /-ERNEOA TZ 5-/ M /-L0 COOIT101S-/ LEVEL DIM' Ol D] LEVEL DIRT D1 D2 6214-14I X 12111.20 51.5 320-09 X 0.0065 0.0012 6101-01 Y 165.08 1565.1E 120-09 Y 0.0014 0.0042 ROI2 4.8]]8.05 1.2616.05 ]YO-09 ROTE 1.11]8 OS ].OS'/8-06 2Mr 0050 00126TN-01 90T2 4.an2.03 5.419E+03 2ND 30 ROTZ ].SOME -OS i.10i8LO6 1]3.]6 ]1..0] 017 0.00E 61H-02 ROTZ 1.0476.03 4.2552.03 280-11 ROTZ 6.0808-O5 3ne6E 00 160.96 ]6.9 026 0.0004 6110-0) Y 16.11 190.e2 210-12 Y 4711-03 9012 3.635E+031.9)911.0) 310) 1] XOf2 •.6606-0] 6.l]5[ 06 6111-06 1 154.20 25.27 101-XI 2 0.0000 0.0000 Y 6.90 166.9E 61X OS R0TE 10741I ROE2 1.916E-12 1.0]60-i1 Y 111.25 155.03 112-01 ROTZ 2.42511.03 3.0412.03 191-01 MT2 3-4448e06 8.329E-07 153.11 6.50 1ST-0] 41H-04 Y 25.44 145.20 18T-02 Y 0.0002 0.0022 ROTS 2.115E.03 4.3302.03 1ST-02 ROTZ ].11]E-O6 1.I568-00 6TN-211 X 1025.56 73.04 1ST-03 Z 0-0014 0.0002 2 151.52 741.15 10T-03 r 0.0007 0.0062 ROTS 5.0451.04 1.1159.05 ERR-O] RME 5. ]15E-0] l.l]69-06 A 144.44 17.47 1ST-06 X 0.0016 0.0011 Mfrs 1.3056.03 3.4402.03 197-04 80SZ 3 8856 06 1.2779 06 6TX-06X 139.44 15.E 62W0e v6.56 1ST-05 r 0.0004 6Tx-06 ROTE 2.560s 03 2.981103 ax-Os 0072 6.616E-07 5.654E-09 6Tx-O9X 143.74 14.51 ITT-06 6TX-m x v6.0 v4a.n l8r-es 0.0000 0.6601 612-09 ROE2 1.634E+6 3.147E+03 ROTE TAYLOR 6 GAINES PAD[ SS PREMM: mat/ FILE: \ parking \parklnt. S R KIPS-140A0 MEMORIAL Roger/xi., WIT: !WAR WM L STRUCTURE DESIONED BYUEC-97 PILE NW: PABEIEO.OAT TAYLOR A OAtoms PA0E 54 B500W0, @TORE/FIRE: \ parking \prk1n1.91E HOAG MEMORIAL HOSPITAL. UNIT: FITS- INCHES SOAR NALL ATRUC UR[ 0ESIld NY U0C-97 PILE MAME: PAOEIMA LAT 505P0M011 SPECTRUM LATERAL MORT INERTIA FORCES FOR OIAFMAW 1 RESN106 SPECTRUM LATERAL STORY INERTIA FORCES FOR OIA%OA0 l GADS ARE AT TX8 CENTERS OP MASS Or THE RESPECTIVE STORY LEVELS LOADS ARE AT THE COMERS 09 MASS Or THE RESPECTIVE STORY LEVELS /-LOAD MMOITM08-/ /-YVA COM01T/0M-/ STN-l0 .A 5T0m R 105.4E 12.43 52H-30 Y 101.05 6TI 10 ROT2 5.00E+03 3.171E 03 5TX-0T ROTE 2.0631.01 2.6595.02 0 X 101.51 11.1 59013 5Tw-0E 5TH-11 ROTZ2.292s 03 3.3142.01 STH-00 ROTE 1.9546.E 2.04711.03 s7H-09 X 103.34 10.41 s1X-12 r 2.117 110.01 5TR-02 Y 15.44 105.73 arx-13 11O12 1. ea9.03 1. aal9.w siH-O9 14G22 1.3691.E 1.2262.E 1TX-14I X 971.19 65.50 5TR-10 S HA-XI2 132.63 1134.25 51-10 Y STM-Xl ROT2 5.0651.OS T.61 R.05 SSN-l0 ROTE 1.e559.03 I..939i.03 S1R-Ol 1]9.19 il. ii 56411 1 16.30 11.04 5TE-01 ROTZ 3.1441.03 3.2132.01 522-11 ROTS 1.6198+O3 2, 5211-02 Y 110.15 151.26 59X-1] Y S 7.72 4./4 9TN 0] ROI1 2.2922.03 3.116E+01 52H-12 ROTE 9.16E+0i 1.3032.03 57N-01 Y 110.19 132.34 0211401 Y 101.30 755.50 sTX 03 +071 1.756E+03 3.0746.03 6211-31I ROTE 4n60E304 5.561E+06 sTN-o6 3. s1 v.9 4TH-01 9.21 14.51 51X-06 r 112.61 13i.w - 102-04 5Ex-05 rarz 1.575E+03 3.Z10 . 6Tx-0z ROTE 2.056E+01 2.217. 15-04 X 412.3E 4TH-03 X 72.14 10.92 05-06 .6 106.2E 6rx-63 5210-06 ROTE 3.6911.03 3.4)66+03 9M-03 ROT2 1.5369+03 2.642403 5114-LX X 4TH-04 X 75.36 11.19 5TX-0Y 102.9 6T11-06 5111-NY ROTE 3.1776.04 7.972404 6111-04 ROTE 1.090 03 E.Oe09+02 267 TAYIOR 5 MINES PROG 95AO MORTAL HOSPITAL.VRIT. KIPS-IROISS RM .RAPS/ELLS:\p[kl J\pnrk1 g1. 076 MDR NALL STSYC UER DESIGNED SY USC-17 PILE WON; P561010.DAT TAYLOR 6 OASN55 PAGE SA PRMMX: STARS/FILE: \p.MO. ig\p41X1M1.R1N MOM MORTAL HOSPITAL. UNIT: REPO-1NOMS SHEAR HULL STRUCTMS O65I0NL0 SY USC-fl STUN MI6: PARKIFO.MT /r^ Nunn ultimo. LATY.W STORY INERTIA PORCSS FOR DIAPHRAGM 1 RESPONSE SPECTRUM 1ATSML STORY INERTIA FORCES 90R DZAMHMU6 l IOAOH ARE AT ME MITERS OF MASS OF ME RESPECTIVE MORT LEVELS HEADS ARE AT MS COMERS OF MSS OP THE RESPECTIVE STORY LEVELS /-LOAD CONDITIONS-/ /-L0M CONDITIONS-/ LEVEL DIM DI 02 LEVEL DIM DI D2 .M-05 X A $.17 Y 15.90 3RD-02 65.T9 4TN-05 ROTE 7.117E+01 3.139E303 3RD-02 ROTZ • 1.9450 a 1.2601303 6M-06 Xli.32 +3.5e 3R0-0] x .M-06 • 16.e - e.T4 67.3 ROIZ 3.2221.E 3.0745453 3M-03 ROTA 1.3606.E 1.2512.03 6M-W 6M-I.N • 599.9E 3P0-04 6M-LE ROT2 1.711E+06 6.099E+99 3M 04 ROTz 6.• 435 a9 1.3556.0E X -05 4M-07 Y - Y 6M-07 ROM3.100E 03 1.557E+03 360.00 ROSE 27796E+03 1.24913.E S M-06 X X 44.94 7.60 Y 16.1] 3110-06 Y60.63 5111-06 ROTE 1.e425+03 1.1931• 03 300-06 ROTE 3.6691.0E 1.319E+03 6M-09 X 46.12 310-LW X]7,e1 6M-09 • 15.]5 76.1E M-LY T 356.22 6M-09 Paz 1.272E+03 1.3366+03 350-3M ROTE 9.s71500 4.265E+04 6M-m 6.66 an6 6.06 SM-10 TIN-e s9.17 6M 10 ROTE • 1.016E+21 1.606.E 3M-07 64Tz 3. 1112.1303 9.915E+03 Y • 10.79 74.56 Y 15.17 ROM 1.365E303 1.5305.0E SDT0 2.4591303 5.7ee402 1 59.22 6.9E 5214-12 56.]] Y 12.13 53,57 6M-12 RO[Z • 5.7442.021.905.03 RCM 5.713E+031.1353.03 3110-XI X 511.64 72.3E - X 41.41 0-NI 3M NI RML • 4.1272304 4.472E304 IRE-10 RM2 1,661E 03 • RAI 41.471M-ll 56 19.] ROTE • 3.191E+03 1.691E+03 360-11 ROTZ 1.6040.01 9.014E 02 TAYIOR R MIFFS PAGE 59 PRC0RM:1rAM/PoL5: \p.rklrg\pikln]l. STR CSFITAL, MIT: F -ISCHM PIER FALL 61RVC URR OMIOF0 ET UPC-97 MLR MaN PARFIIO.OAT TAYHOR 5 OXIMS PNIv AO M0MN: STSJO/PILE : \park1M\parking1. SIR NAGS MSORIAL XCSSIAL, UNIT: FIPS-1NM5 SHEAR NALL STRUCTURE DENIM=S0 SY LAC-57 SZLI MPG: 9A1FIM1.00T 430015E 091CRHM LAT6V. STORY 1M0RTIA PoXCII FOR DIAp6P3d1 1 R15MWR XPICIRM IATOUL STORY INERTIA FORCES FON DEANI65A1 1 10505 MI AT TIA CENTRES OF MSS OP M9 REAOIXTIVE STORY LML6 LOADS MS AT TI0 CSRY3 OP HASA OF TM RESPECTIVE PO4T LNAI /-L0y CYIO TIOXS-/ /-LORD CONDITION'S-/ LEVEL DIM O1 03 WAIL DIM 01 03 31D-12 Z 30.] 2MD-09 x 1.47 3RD-12 T T.45 ]f .11 ]MD-09 Y 713E-1] ROTE 4.590E+03 4.915X.02 ]MO-09 ROr2 1.36423 03 3.2751.02 IND-MI 336.60 AND-10 X.99 IMD-MI 163.E Y 2.6E 3 0-XI ROTE 2. 4665+04 2.940E+04 Z40-10 ROTE 1.1141.03 1.2f511 02 5.0m X 140-01 39.60 - Y 3,31 7.1E 340.01 ROTZ 2.4571.03 9.6511.0E 3540-11 ROTE 3.635E+01 4,016E302 300-02 [ 1.90 ]SD-1]A 3.04 4.39 Y 31.50 ]5D-12 Y 2360-01 ROTE 1.4150.0E 6.24214.02 ]I0) 1] MRZ 7.1001401 1.22113 03 3910-03 21.79 60 ].]3 ]OD-03 ROM • 1.95E o•OI 4.]IOF O] ]1A-04 110-04 m562 • 1.7716.E 4 4146.0] • 3.97 • 11.7E 49.47 ROTE 2.365E+03 6.551E+03 111T-MI 1 .00 8 -HI 16T-MI ROTE • 4.493E+01 5.154[401 1ST-01 0.0E l95-01 • 0.0E DOTE 3.170E+01 1.406E+01 1ST-02 Y 0.14 • 0.03 ROTE ]HD-04 X 3 90 15T-03 x 0.04 ]1 IND-04 ROrz • 2.071E303 1.0091.0E 15T-03 6002• 7.491E+00 4.0671300 • 2,51 14.40 x0.05 AND -LW 18T-04 Y „...e`2ND-LW ROM • s. aA A1.0I ].19Z[ 04 t5T-04 ROTZ 3.9191-14 e.]6]1-15 M-07 117-05 x 1A-0] Y A6.9i IIT-0S Y ]MI O] ROTE 1.4305.03 2.I2sI.02 1HT-05 ROTE 5.75 24.50 00P2 • ].605[ O3 1.011E+01 RO1O L 260 TAYLOR S OAIXSS P6:O6 61 PRWRIM:6YA55/PILE:IP11EM53\Wlk1:51.STR MEMORIALHOAG IT: KIPS -INCHES MAN 1044, ST RUCTURE IREKIPS-INCHES06SIQ160 BY IXIC-97 PILE 61@: PAAEIKO.047 TAYLOR i OAIAS PAGE 62 PRW6AK:6TASS/PI16:\p9011ng\p91R1g1.5T11 SOB 1®AYIIAL X06PITAL. UNIT: R WEAR 10L4 STRKNRE 055I05Im 6Y UPC-91 PILE NAM: PARKIR0.0AT er RESPONSE SPECTRUM LATERAL STORY SMEARS MR OIAPXPA01 l RESPONSE SPIN -MUM L TXML STORY SMEARS FOR DIAPHRAGM 1 /-LOAD [I M00IT1OX5-/ /-1O 60ITI015-/ LEVEL DIRX 0102 LEVEL 0a6M O1 02 6711-11I X 1111.2 .9l 5711-01 X 5226.61 111.7 6'M 41 Y 195.06 1565.1E 5TX-01 Y 235.79 5365.26 • 1190.16 • 5331.39 239./5 Y 212.63 1755.1E 5111-02 Y 136.1E 5515.22 x 1663.48 1.50.70 x 5471.2245.36 Y 224.76 1954.19 T 119.9E 5646.15 6T1-01 • 1131.36 131.36 x 5562.25 161.1E SIE-03 Y 116.1E 1112.9E 5111-04 Y 216.5E 516E-01 1TX-0EX 1971.23 146.59 0711 05X 5692.61 261.0E 6'IS OE T 223.69 3254.56 5TM-05 Y 333.02 5670.99 • 121.9 Y 210.95 2440.73 5111-06 Y • 710.0E 5947.40 T a 192.66 2574.76 5YN-IM Y 251.40 6465.05 lM-0l iTX-LX Y • 1155.59 3313.11 5TX-0l Y 255.66 4562.12 4111-07 • 3x 4721.• iSX-Ol Y 151.76 3397.91 Y 254.46 6659.32 • 32.07 227.0 X 6629.3 Y 163.06 3539.35 Y 261.29 4759.72 • 3716.9 5111-10 2 Y 166.5E 3645.5E 5TX-10 T 263.34 4662.05 61N-10 X 3640.62 6T1-30 T 167./5 3631.41 5114 11 Y • 264.02 6970.1E 2 4012.60 193.2E 5111-12 X 711..07 279.25 6T1-il Y 166.69 3511.05 51N-32 Y 265.52 7053.61 x 4131.80 165.61 E511-61 • 771n5 214.17 Y 270.23 4115.46 E1M-XI Y 265.99 7775.90 x 5091.93 195.3E x T 229.e0 5210.7a Y 264.6E 7676.22 TAYLOR i 0ASM9 Pme 43 PRO0RA6: RARE/RIL1:\p6[A11g\Wl61Ug1.6TR RGV MEMORIAL RM6ITA4. WIT: KIPS-I6061 SKIM IM.l STRUCTURE DESIGN= 6Y REC-97 RILE 111,31411, PARRIM3.DAT TAYLOR 4 DAMES PAGE 64 PRODIAM, 6PAP6/PIL4:\p40111g\psrl1Ug1.6R HOAG MEMORIAL KWSITAL. WIT: KIP4-II1006 =TAR MALL STR0[TNS DESIGNED EY U6C-97 FIT/ RAM: PARKIMI.N.T MOMMSE SPECTRUM L*TEl01. .TORT 6MMS P0R DIAPHRAGM 1 6656065E 956C1NM LATERAL STORY MEAR9 POI DIAPHRAGM /-TARO CONDITIONS,/ /-LORD RSNITIOM -/ WWI. DIM DI D2 LIMP, DIM DI 4T4-02 X 7941.13 307.33 X 9156.341 345.20 6111 02 Y 390.2E 7977.26 Y 336.5E 9495.07 .TX-mX •017.41 331.94 l 9592.1E 370.13 T1-o9 Y 291.12 e0u. Y 339.11 5136.04 • =69.25 327.6 im-05 x 9626.E Y 291.51 11140.77 IRE-05 Y 340.16 9575.51 4151-05 • 4160.14 339.24 - .90 ETX OS Y 392.01 1109.7E 11D-04 Y 341.55 9607.16 E11I-00 x 6331.6E 351.10 ]M-LE ▪ ' 199.51 )91.]0 49X-06 T 291.5E 1271.21 3m-1Y Y 155.1E 9761.40 • e671.45 170.45 3110-07 1 T 312.00 4111.23 lm-O] Y 756.1E 9190.9E x 1733.99 364.39 1 Y 315.30 6444.11 T 361.30 9131.71 1 1793.91 251.60 3RD-09 2 91.09 T 317.37 8707.52 IRE-09 T 164.21 1154.76 1 0655.51 353.15 3110-20 1 Y 319.23 mo.0 )m-v0 Y 366.1E m5.03 ETXaO • 6916.116 346.01 1 9133.09 314.27 Ely 10 Y 330.9E 6E33.33 Y 364.0E 9911.9E E111-11 X 8961.26 343.06 1 9952.31 313.27 ET1 11 Y 321.76 6697.71 Y 369.3/ 9111.21 ET6-1]X 9030.71 240.15, m-X1 1 10054.11 140.27 411411 Y 311.1E 1945.51 im-XI T 377.37 10014.3E 1 10012. 24 l e 2.39 �` lm.Xl T 9]3].64 9]]4.30 ]m-Ol Y 379.11 10053.40 31113-01 X 5467.34 351.53 980-02 1 10090.03 384.50 lm OI Y 335.21 0300.74 9m-01 T 151.10 10073.24 19D-0aX 9514.33 160.03 X 10104.40 311.16 )0.0-02 Y 317.03 5444.1. T 311.23 10092.43 Z26i TAYLOR 5 ORIM55 PAD1 65 R0OPAM:6lA55/PLY: \ W rk11g\pikllgl. S1R WAG IOMORIAL HOSPITAL, UNIT: KIPS -INCHES ®WAR HALL STRUCTURE DESIGNED RY URC-9+ PILE NAME: PAIUIm.DAT 0655015E SPECTRUM LATERAL 0IORY SHEARS FOR DIAPHRAGM 1 /-V00 CONDITIONS./ LEVEL DIEN DI 02 140-06 240-LE 21113-07 TAYLOR 4 05I135 PAGE 66 PROGHOAG MEMORIAL HOSPITAL, UNIT: RIPE-IMMSB RIA RABB/9ILB: \pekilg\p[king1. Sill SHEAR NALL STRUCTURE g5101410 BY UBC-97 PILE Me: PARKIMO.0AT 010PG191 SPECTRUM LATERAL STORY SHEARS 606 MAMMON 1 /-LOAD CONDITIONS./ LEVEL DIRT DI 01 316.93X 10255.3 3535.5E 10109.80 1ST-05 Y 610.43 10251.46 197.25 T 3/6.66 10125.41 Y 610.43 10251.6E 1 10140.00 390.72 V 601.3E 10216.65 79 405.69 10317.65 10237.00 397.13 10241.95 397.29 A 10217.40 397.20 Y 409.19 10245.56 T 10253.07 397.06 Y 410.12 10249.49 10254.62 397.07 410.36 10251.10 1 10254.62 317.07 I 10254,97 399.11 Y 410.31 10251.10 1 10255.04 39/.20 410.39 10251.17 1 10255.11 397.22 10355.20 397.35 410.43 10251.46 TAYLOR S ARISES 67 P.M.STASH/4I151:\54[k13g\W[k193l. nn 1Y®•M01N:AIAL HOSPITAL, UNIT: KI58-114OO1 SIDE WALL STRUCTURE DI3IOK® FY UBC-f) FILE NAME. PARIING.DAP TAYLOR S GAINES PAGE 4a PBMPRN:EI.W/FILM:\prkin \W9k1A1.ETR NCO MEMORIAL 104011AL, UNIT: KIPS -INCHES SHIER SELL STR9CMF DESIGNED MY UFC-97 FILE MANI: PARKINO.DRT 9149001184 89 TEM LATERAL STORY INERTIA FORCES FOR ALL OIAPMRAGNE R]0P0M6 BPRTXM LATERAL STORY INERTIA FORCES FOR ALL MAMIRMNS VANES ARE AT THE GLOBAL OR LOIN IN THE GLOBAL C 00016*T0F VALUES AS1 AT TNO 01OML ORIGIN IN TM GAMS COYROI NT'S /-IdA 0111DITIGNF-/ /-VAD MG TIG14-/ LEVEL 013N O1 02 LGVGL DIRK O1 D9 53,57 x1L.31 61x-XI Y 195.01 111.09 034.00 aTx-xI MR 1.4321.04 3.5704.06 ROTE 1.4094.05 2.1451.00 Y Y .a] 140.1f 9012 4.4111 04 1.1571405 ROTE 1.120E+05 1.115E+05 6/11-02 ] X 21.92 205.44 Y 411-02 ROT] 0.0315404 3.315E+05 NOTE 1.3111.05 ].ITS! 05 aTl-al v40 .>5 ]5. 53 1 191.3• 4Tx-03 E z seo1134.25 stx-03 Rm6nnv.06 a.msees ROTE v.0ef a.0 154.]0 31.a Y 10.05 a.155 001T 5.)]16.04 1.991100 ROTE5.H411+04 3.a61I+05 156.01 ton 5,193E404 1.496E+05 P0F1 5.092C.44 2.wv.05 Xi11.15 n.v 131.1E ROTS 5.0464.04 1.012e 05 0011 6.4415+04 1.255E+05 5TH-04 X112.5E l.5] 151.51 761.15 5'TN-04 Y 13.4) ROTE 7.1151.00 3.1661+05 SM-O4 ROIL 3.911E+04 1.4271.05 611-0+ 5T1-0s 111.6v sTx-e+ 13a .6] ll a.90 sTx-Os v.62 Ib.64 0+ 0072 1.6051.05 1.256E+05 5rx-05 RO12 3.151490E 1.079E+05 K 15.01 475E 04 1 .33 411E 01 ROTE 1 5151.05 1.5561.05 s7x-06 ROTE 3.71515.14 ).411.04 6111-09 xsu.44 40.a0 r .4d .31 102.11 5.la iTl-06 ROTE 1.545E+05 1.651E+05 ROR u5.7261.05 3.aau.05 L 262 TAYIOR 5 GAINES PAGE 69 RA HOAG MEMORIAL HOSPITAL, .IYOp0 IL .RASE/FILS:\prki g\sarkl.g1. S1'S WEAR MALL STRUCTURE DESIGNED BY UDC-97 FILE NAe¢. FAR0IW.SLT LTYIAR 6 GAINES 1404 la RAk:'TABS/ SI LE : \ parking \prki g1.5T4 MAO Alp. LW HOSPITAL, WIT: SIBS-IBC110 SHEAR PALL STUMM! DESIGN= BY VQC-97 FILI ME: BAIII]®.DAT RSSMS9 SOSCFNEI ]ATSRW. STORY /VERTU Wem55 Pox ALL DIA9NSxemx RESPONSE SPECTRUM LATERAL SNOY INERTIA PoRC55 TW ALL BIA=SMR S VALUES ARE AT THE GLOBAL 04.10181 IN TE GLOBAL COORDINATES VALUES ARE AT TEE 01AEW ORIGIN IN THE GLOBAL R000305TES /-LOAD [ TIO.4S-/ /-CLAD CONCITICNS-/ LEVEL DIRE DI Da LEVEL DIRE DI D3 5TE-07 y x 105.. 75.43 12.4 T-ol STx-0l ROTE 1.1552605 9.010Q 00 501E 2.4529.00 e..oa U0 sTx-oe x tos .57 11.12 Xu.0 5TE-0e 1Y.• Y 5T14-0e Ron 1. 0Te E.0s 1.330e.05 ROTE 2.614e 00 6.0e ay.0. O].3 15... 105.13 otx-0+944.48. 405.69 5710-10 x 103.72 10.32 X55.00 M-10Y 4.99 105.23 - 3.1E 19.0 STI-30 ROTA 1.13.E+05 1.5570405 4TN-07 ROTE 7.275E604 6.950E+06 5TH-11 x 109.30 11.44 Xi.5. 4.44 5TI-1] Y .1] 59x-vv ROTE 3.3910405 1.930E505 501" 4.022E604 6.615E+0. 591-12 x v0.93 4710-00 x 44.12 5.9E 5710-12 5 11 9.920E+05 1.44146 05 .T1.09 RMS NH -HI Y 101.3a T6..50 9.90 .TH-xl ROTE 7.612e505 1.7934.06 47E-10 Rom 7.3016 00 1.0162.05 NN-01X 49.a 4TH-01 Y 7.42 107.43 4711-11 Y 10.79 74.46 .TI-01 AcriE 3.666E+06 1.91 0005 .TN-11 ROTE 4.3414504 1.26e5405 .TH-Oa ET.]6 11 .a9 4TN-12 x 59.22 nH-03 679-12 r NH-02 wax 3.221E504 1.709e 0s .Tx-12 ROTE i.n00.0. 4TH-03 xgrx a 6.12504 1.2na.os1.03425[46 o L33 300-x[ Earn s.]] 40.91 1. 04B.31 4TS-00 r 75.22 ll .11 11.15 350 01 10 S 0.41 65.57 .Tx-06 ROTE 2.610E+0. 1.0504.05 3= 01 ROTE 2.903E+06 1.2195.05 TArwR 5 GAINES PAGE 71 RAN:E7505/PILE:\prk1*19\PArk1Og1.4TR 9=.CAIAL HOSPITAL. VEIT: SIPO-INCHRE BAYS MOLL SIAMIVR0 DESIGNED EY VBC-91 FILE V.R. FARM=.VAT TATIOR 6 OAIN➢e PA/3E T] PRO0AV R:'TA=/ BI I.l: \parkl Rg\park1M l . RA 110AG MEMORIAL HOSPITAL. UNIT: S4.1000➢ OWNER WALL 8MV1VAl DYI01023 MY URC697 FILM MOM: PARNI90.0IT Nv0OMII S9ERVM LATERAL STORY I205TIA =M➢ 90R ALL DIAPHRAGMS 5009000E 190C110314 LATERAL STOAT INERTIA FORCES 90R ALL DIAPHRAGMS VALV01 A➢0 AT T= GLOBAL 018I010 IR THE O=BAL COOR0INATIS VALUES ARE AT 110 GLOBAL 02101H IN 1M0 GLOBAL NIRDIYI05 /-113A0 CG0 TITYS-/ /-I00 CgGITI0➢-/ LEVEL DIRE D1 02 LRVAL MPH D1 01 5] =-1] 300-02 ROTE 2.434E 06 1.0/9E 05 3RD-11 ROTE 4.2260+04 5..51E+06 32D-03 E.T. 57.3/ 2YD-11I Y 21].I3 1i2.10 3R-03 ROTE 2.007E604 4.110E+0. E=.HI RR" 1.155E+05 3.5574.05 x 46.43 X31.36 5.06 340-04 Y 16.64 N.T. 2940-01 T 6.16 3E.• ]=-0. ROTE 3.236E+0. ].786E544 240 01 ROTE 1.134E+0. 5.32.E+0. x 47.10 6.44 225-02 1 25.TT 3.90 2803-02 ROTE 2.432[ 04 4.735o 0. 300-0] 501E 1.5554.04 5.2242.04 =-0] Y 14.e 40.41 35.6] ROTE 2.020E+0o 5.603E+05 1N0-01 ROl" 1.214E504 3...... ao x 243.63 37.e1 220-04 1 19.71 31113-1.41 T 55.91 255.22 200-04 r 390-1.41 ROTA 2.154E+05 1.1176505 34B-04 W12 1.7009604 5.010E+00 300-07 1 42.74 4.04 200-05 1 23.17 3.45 .23 350-03 501E ...500+0. 5.063E+0. 240-05 001E 1.5360.04 1.9954+0. 300-09 x ♦.31 6.93 200-04 1 24.72 3.90 N0-o5 390-04 ROT2 4.1916504 6.3344.04 1=-04 ROTE 1.329H 04 3.243P 04 350-09 .ST, 00-1N x 142.51 100-09 Y 1].1] 3.ST r.`150-09 0.02E ..601E+26 4.2411504 300-LY ROTE 1.0.5E+05 4.493E504 IRD .l.e 100-50 ROTE ♦.T96t.0. 5.9420+0. ROSE 3..51E+0. 2.990E+04 390-11 1 27.45 5.5E 300-01 x 11.0E 04040 6.50 300-I1 ROSE ..659E+0. 6.9630 04 21D-04 ROTA 3.099E+06 3.999E+06 Lads TAYLOR 6 MINES 030E 73 PROORM9. LTAY/PILE: \prkln]\prk1eg 1. STR NOAN Im10RIAL HOSPITAL. WIT: N 5-INLM63 SXGR NALL 900ucrUR6 063IW1O 9Y WC-97 PILE HAIR: PAPNINJ.N.T TAYLOR S GAINES RAX:6SABH/PILa:\prk1 g\prkLgl. PI'R NOM 9490616E HOSPITAL. WIT: AIPH-INCHES SHEAR NALL STRUCTURE 06HId960 BY WC-97 PILE W91E: PA3NI10.0AT r6S0R1S6 S96RRW LATERAL OTORY INERTIA FORCES NW ALL DIAPHRAGMS R13PR0S6 SanR¢M LATERAL mom SNZARS FOR ALL DIAPHRAGM ALUMS ARE AT TIM OI0fl6L ORIGIN IN INS 01096E COORDINATES VALUES ARE AT THE GLOBAL ORIGIN IN TM GLOBAL 000912AT03 /-LM0 coNDIT0u4S-/ /-1,061 taNDITIWs-/ LEVEL OIRN O1 02 LEVEL DIAN 01 03 2ND-09 X 12.45 .6lX 1318.20 52.5] V 195.05 1565.1E 2ND-09 ROTI 1.320900E 9.166E 03 0 16 )Xp-30 X 6TH-01 Y 212.63 1754.1E 200-10 yII.TE )90-10 ROLZ 5. 929E503 1.709E60E X 1663.48 100.E Y ))6.76 1956.39 2N0-11 X1.51 2.397 71 260 21 1 R9.123E+03 1.319E+09 Y M2 22..1E 2112.96 A 0 19 145.59 ]]l .]f ]199.55 200-12 RCM2.522E+01 5.)l6Q 01 ROT2 4.4922501 5.160E+01 0.• 0.0> Y.lE 0.0E ROTZ 5.1E16 01 2.919E+02 A Ran 1.16E6+01 5. 7698.02 1V-06 0.03 61'-05 0.10 137 of R0T2 2.516E+01 1.160E+01 107 05 0.01 r. 107-05 R022 1.195E+00 e.E616000 13T-06 152-06 ROtl 1. 9611+00 2.0900+00 TAYIU¢ 6 mass .6.736E/PILE:\prkirg\prki0gl. ST¢ NNR MO CAGL HOSPITAL, WIT: KIPS-INORm SNW HALL 0511011RH 06310N90 6T WC 9l PIES MAR: 9APXIl0.06T 1210.95 2660.12 62.66 2574 .6 us 59 1263.11 6Tx-OJ 6.70 6TN-05 V 158d6 2297.93 6T15-06 x 3573.87 221.6E 61N-09 r 143.06 3539a6 6T90-09 1 3715.96 216.116 iip-Of Y 166.6E 366E.45 6TH-10 N 2450.E2 205.41 4TX-10 Y 147n5 301.41 6T11-11 A 4012.60 193 so 6TX-ll Y 166.69 3991.05 6T51-12 X 4131.60 185.11 170.33 4115.45 96.36 119.60 5210.1E TATI0k 6 GAINES ma 76 PPOTRN:6TA93/P1LP: \parking \ parkingi.STR mat: 120E-[HO68 *MAR HALL 160O11116 DESIGN= ST U3C-99 PILE I66411: PAPNPN0.0AT RESPONSE OP6CIWM LATEPAL STORY SHEARS FOR ALL 01AM AONH AS9CMY 369070 t WTOAL STORY 02613 POR ALL OGRRMIS MUM ARE AT 716 CHORAL ORIGIN IN THE OLOSAL L00R01NAT63 mums ARS AT THE 01AML ORIGIN IN TR GLOBAL WO=LP190 /-LOAD CONDITIONS,/ /-LOAD CC0DITIpR-/ LIMIL 01RN 01 02 LAM DM/ DI D] SN-01 54111-02 19E1.13 307.13 5IN-01 Y 235.79 5165.3E 671-02 T 390.1E 7977.26 .55 67N-02 E 6011.41 314.14 234.75 5515.32 4730-03 r 291.12 6043.51 345.34 ETx-06 E 8049.25 226.9E 5646.15 619-04 Y 291.51 9140.77 5592.25 263.2E 4114-65 X 9160.1 2266E 5764.01 61H-05 Y 292.m 92aA2 SIX-00 3 5492.61 351.0E E11.1-06 1 626.6E 351.10 0111-06 Y 233.02 5170.99 6114-06 Y 62.5E 6211.21 ETI-IN E 6472.45 370.46 60.0E 5967.40 ETH-LN r 312.00 650.E 653E+09 4794-01 E 9911.9E 144.21 251.40 6469.05 5716-0 Y 315.30 66E6.11 5111-07 S 6430.51 123.10 X 093.93 251.110 5794-07 Y 155.6E 6543.12 E711-01 Y 317.37 6107.52 6728.63 u 4.05 6Tx-09 X ].15 5TX 06 r 256.6E 6669.33 6TN-09 Y , 310.23 67/0.61 5111-00 X 6829.37 X 4916.1 STX-09 Y 261.29 6759.72 Y 330.9E 6.33.33 6930.15 295.36711-11 X 1941.25 341.0 5111-10 Y 361.3E 6063.05 6'M-11 Y 331.16 6697.71 1036.2E 285.66 9030.71 0.15 ___5111-11 Y 365.03 6910.1E Y 323.14 8945.51 X 7114.07 279.25 ]=-XI ' 419.41 16t.t .M-1] T 365.53 5053.61 1R0-H1 Y 112.9E 9334.10 ETX-XI 1 Y 265.99 1115.90 300-01 Y 115.21 9190.1E ' 4TX-02 Y 13E9.66 109.2E 1M-02 Y 33/.03 9446.19 L 241 TAYLOR 6 MINES PAGE 77 PRO36AX: BTABS/FILE :\parking \pSrkSn51. SLR HOAG MEM.RIAL HOSPITAL, MIT: BB OMAR DESIGNEDVB NALL STRUCTURE DESIGNED BY C-97PILE MEE: PAMI9p.DAT e...7RROp080 SI/EC-TRIM LIAMOG STORY SNEAM POR ALL DIAMMd9 VALUES AM AT ME OIOPAL ORIGIN IN T160 GLOBAL 0936OINATES /-VY:O TI S-/ LEVEL DIM 01 D2 x 9555 30365.a • 320.6E 9495.07 360-04 1 9592.1E 370.91 74.63 340.16 1575.59 3m-06X 965/.3381.99 360-06 Y 341.55 9607.1E 3R0-LM X 9795 51 393.70 36D-IM Y 155.1E 9T61.40 350-07 26 96]1.67 392.01 Sm-0] Y 358.16 9390.9E 310.0-0e X 9047.90 3m-0e r 361.30 98v/31 3m-09 x 9676.15 384.09 ]m-09 T 364.38 9854.76 3m-10 36D-11 15D-11 1 9904.09 306.0E 933.09 9 366.04 9911.9E • 13.31 343.27 • 369.39 9919.21 1005E+61360.37 260-02 X 10090.03 334.50 2110-03 X 10104.49.305. aw-03 r 363.23 10092.43 TAYLOR 5 GAINER PAGE 39 PRO]6AN: ETA60/PILL: \ pik3Ug\pckin]l. SPR UNIT: KIPS -INCHES SHEAR WALL BRUCNRB DENIGiw BY WIC-f7 PILE 018: PAMIN0.05T TAYLOR A MINES PAGE 71 PROGRAM.14TABS/PILE: \ parking \parklog 1. BTR MAO 940 61AL HOSPITAL. WIT: KIPS-INCRBB SHEAR NALL STRUCTURE DESIGNED BY 09C-97 TILE NAM: PARK/NO.0AT MSPONSE SPECIALS. LATERAL STORY SHEARS ROE ALL DIAPHRAGMS VALUES AM AT THE GLOBAL OR101N IN THE 010BAL COORDINATES /-LOAD CONDITIONS-/ LEVEL DIM O1 02 • 10315.s • 355.6E 10109.80 -05X 10117.92 383.78 2000-05 Y 365. e6 10125.82 Iw-06 1 10140.00903 • 391.43 10139.88 w-LN • 10320.17 396.40 ]m-LN Y 6 10.316.65 29/10-07 00 10120.53 336.79 ]AD-Ol Y 405.69 102]7.65 Iw-00 00 • 10503.6E 10235.7E 00 10me.01 10ne.62 Y • 0247.40 397.20 409.15 10145.56 410.13 10349.69 ]NU-12 Y 10410.3E 10151.10 107-N0 Y 10110.35 10151.10 1ST O1 T 410.1E 10351.10 .20 1117-02 Y 410.39 10251.17 410.43 10351.43 TAYLOR & GAINES PP06 SO PROGSAX: ErASS/PILL \ FAMINE \RAMAM1. erg HMO 90NGW. HOSPITAL. MIT: F S SHEAR P NALL ETRUCTDESIGNED EY9MC-93 FILE HARP:: PARKING.0Ar RESPONSE ➢PCRM LATERAL STORY SHEARS POR ALL DIAPHRAGMS RESPONSE 1MCTR1M LATERAL OVERTURNING BM®R➢ FOR ALL DIAPHRAGMS VALUES ARE AT TRE °LORAL ORIOni IA TM GLOBAL COORDINATES VALVES ARE AT 711E OLORAL ORIGIN INTIM GLOBAL CO0E00041E6 /-4B0 MNITIGNE-/ /-LOAD 1ODOITICB6-/ LEVEL DIM DI D2 LEVEL DIM 01 D3 1 10255.21 397.25 6111-141 I 0.149E+05 0.596E+01 111-04 x 10255.21 357.25 x .316E+09 0.1431.04 6TH-03 Y • 0.316E+04 0.15e9.. 0 4 1 0.314E+05 0.393E+04 Y 0.972E+04 0.413E+05 Y • 0. uav090.1ms06 Y • 0 1468.05 0.133E+06 • 0.164E+06 0 934E+04 Y O. 147U05 0.166E+04 • 0.191E+06 0.125E+05 Y 0.170E+05 0.203E+06 1 0.320E+06 0.151E+05 Y 0.186E+05 0.241E+06 4106-04 1 0.360E+06 0.1768.05 1 0.302E+06 0.200E+05 SN-10X 0.146E+06 0.233E+05 67E-10 Y 0.218E+05 0.366E+06 I 0.191E+06 4.a444405 • 0.2102+05 0.411E+06 3811+06 0 l 36E+06 0 66E+05 Y 0.269E+05 0.516E+06 2 266 TAYLOR L GAINER PAGE II PRWM19: 8TAB6/PIL6:\patting \ Park lrgl. STR HOAG MEMORIAL HOSPITAL, UNIT: K SMEAR NALL STRUCTURE DESIGNED BY U60-07 SMEARTILE MINT: PARHE9, OAT /"..TAESPONSI SPECTRUM LATERAL OV1RT00NIM MPIEMS PoR ALL DIAPHRAGMS ALVES ARE AT TEE GLOBAL ORIGIN IN TEE GLOBAL COORDINATES TAYLOR L GAINES PAGE 6 PRO3RAM:STARS/FILE,1parking\P.rk1M1.R 8 ROM MEMORIAL HOSPITAL, HEAT: RIPS -INCHES SEAR NALL STRUCTURE 003001ED BY USC-9] PILE SAE: PARKING DXT RESPONSE SPECTRUM LATERAL OVERTURNIM3 MOMENTS POE ALL DIAPHRPOMS VALUES ARE AT MS GLOBAL ORIGIN IN 1M6 GLOBAL COORDINATES /-LGAO COON TIRIS-/ /-IMD CONDITIONS-/ LEVEL DIRK DI Dl LEVEL OIRN DI D] 5TH-03 5111-02 STE-03 5TE-Lw 92+05 Y 0.796E+05 0.57711.06 x 0.1708206 0. 3616.05 Y 0.366E+05 0 706E+06 Y 0.371E+05 0769E+04 Y • 0.101E 05 0.901E+00 sTx-07 • me.0] o 306+09 5T6-07 Y 0146E+05 0,105E+0T 61140E x 10E+07 0.565E+05 5711-0e r 0.2210E+0s D.vv 6.0] s1N-09 r O.514e.0s eaae0 07 51E-10 R 0, 225E+07 0.431E+05 sTx ID Y 0.514E+05 0.126E+07 576-11 R 0.13311.07 0.664E+05 5110-12 x 0.141E+0] 0.4958205 Y 0.5679+05 0.1448.07 4TE-EI T 0.615E 05 0.151E+07 0.155.8.02 0 TAYLOR L HIES PAGE in PROGRAM:ITA86/PIL6:\PrkI g\paakingl.STR HOA0 MEMORIAL HOSPITAL, UNIT, ES ESAR W. MASTRUCTURE DESIGNED ET USC-97FILE Ma 6: PAAHIM,3.0AT 4TH-01 Y • 0.4722.05 0.171E+07 • ne.0] 0. use.os Y 0.7010.05 0,160E+0] 0.166E+0] 0.060E+05 70s0.1E ar 0.754E 91 x 0.2048.07 0.935E+05 4TVL• 0.411E+00.21700/ -x Y f . • 0• .224E+07 0.101E+0i Y • 0.974E 0s 0.mn 47 6Tx-0PX 0.144E+07 0.1058.0E 4190-09 T 0,509E+05 0.141E+07 4TR-10 Y 0.9ns.05 0.257E407 717E+06 4100-11 Y • 0.9708.05 0.167E+07 19M-13 r • 0.1 0E406 0.210E 07 65E+07 0.1240.06 KO-01 160-01 T 0.107E+06 0.]960.0] 360-03 x 0,2041.07 0.111E+06 3M-0] Y 0.116R+06 0,106E+0] TAYLOR & GAMES Plat 44 PROORAM:RIJO/PIL6Ape Xiang DEERlAi.8TR H0M MEMORIAL HOSPITAL, BRIT: F SHEAR NALL STRUCTURE DESIGNED 6+ UBC-97 PILE IPM6: PARKIM.OAT 66HP0N06 SPECTRUM LATERAL OVERTURNING MOMENTS POI ALL DIAPHRAGMS RESPONSE SPECTRUM LATERAL OVERTURNING 1/401C11T0 W ALL 0IAP14111.OI6 VALUES AP AT THE GLOBAL ORIGIN IN THE GLOBAL COORDINATES VALVES ARE AT THE GLOW, ORIGIN IN TIME GLOBAL COORDINATES /-1,011 MDITIC6S-/ /-LOAD CONDITIONS-/ LEVEL EIE D1 D] LEVEL DIE D1 Ol 3RD-03 16D-04 3m-05 3E-06 1R0-06 lE-3tl 3R0-07 3E-04 lE-O6 16D-09 3RD-10 360-11 3E-01 K 0.3178.07 0.1358+06 56+06 Y • 0.114E+06 0.110E+0] r 0.120E+0< 0.341E 07 • 0.1508+07 0.147E+06 Y 0.1330+06 0,3518+07 160-04 X 0.4640+07 0,1958+04 ]RD 04 Y O. I6E004 0.445E+07 • .494E+07 0,100E+04 2010 05 Y 0.1698+06 0,497E+07 11.06 2ND-04 r 0.1ne 06 0.5048.07 2E-0.40 1 0.51411.07 0 061+06 210-116 Y 0.177E+06 0.5308+07 • 0.361E+0] 0,1518.06 3901-0] 5 0.510E+0] 0.114E+06 ✓ 0.1464+06 0.164E+07 8E-07 V 0,1410.06 0,551E+07 • 777E+0] 0.1558.0E fE-04 x 0.541E+0] O Y 0.110E+06 0.173E+07 3N0-06 Y 0.3158.06 0.5438.07 • 0.3E38.07 0.1590+06 260-09 x 0.5538+07 0.130E+06 Y 0.1178.0E 0.1458.Of ]E-09 Y 0.1056.0E 0.554E+07 • 0.194E+07 0 3000 10 0.1356.0E Y 0.1378.0E 0.595E 07 8E2-10 Y • 0.193[ 06 0.564E+0] 1ND-11 x 0.575E+07 0 Y 0.140E+06 0.406E+07 18D-11 1 16E+07 0.171E+06 X 0.504E+07 0.2556.0E Y 0.144E+06 0.410E+07 x aao18.06 O.su8.07 5T-NI Y • 0.1608.0E 0.4390 07 1ST HI T 0.]O90.Oi 0.600E+07 8T-o Y • 0.151E+06 0.440E 0] 147-01 Y ▪ 0.1096.0E O.il1O el • .450E+07 O 1ST-02 1 0,611E+07 0 Y 0.155E+06 0.451E+0] 10T-02 Y 0.111E+06 0.613E+07 Y 0.156E+04 0,463E+07 ITT-03 Y • 0.317E 06 0.615E 07 x 4738.0] 0 ISM'-06 Y 0.161E+06 0.411E 07 181-04 r 0.221E+0a 0.4446:07 TAYLOR P URINES PAGE SS PRNRAM: rraos/RNLI;Ape rkllg\prk11gl . STN Now M21000A HOSPITAL.UNIT; KP I B-INr2@n Mw WALLstructure DIGN® BYUBc-97 PILE IMMIX PA XIMO. ROT /F', Y2PONSE BP2CIAIN IAT¢V. OVERTURNING M014ENTS von ALL DIAPHRAGMS VALUIIS ART AT trs Guam', orroni Ix me GLOM, coororturas LEVEL DIRN DI 02 1ST- OS 15T-05 LST-06 D. 6572r0] 0. 359E406 Y 0.2200 06 0.669E 07 TAYLOR 6 MINES Mat 44 ANCORAN: CRASS/PILE: \p.rklrg\W[k1eg1.PG NOB 9RC8IAL R09PITAL. UNIT: NIPS -INAPT 1IBRR NALL STRUCTURE DESIGNED BY ARC-97 2/22 MR: PAMIIO. DAT BRNR ID .... /TMUI DIMENSIONAL 4.2110G@2 SP0Cl2IN LATERAL ERNE DISPu®0RP FOR DIAPHRAGM I VALUES ARE AT 'G2 MUMS ORIGIN IN THE MANE LOCAL MORDIMIBS TAYLOR S 09.IN26 PAGI 06 PRMMM: e7BB/NICE:\pr4ing\grkl 91. TR HOSPITAL.HOAG UNIT: KITS -INCURS MR NALLMEMORIAL TMM B DESIGNED BY II2C-97 PILE NPR. PAMIR. MT RAN@ ID .... /TRMS 0I14e0SI1P.1 R12PM66 SPECIMEN LATERAL PRAMS DISPLACEMENTS FOR DIAPHRAGM 1 MUMS ARE AT THE ERN@ ORIDI6 IN TRY PRAMS VEAL COORDINATES LEVEL DIPR D1 D2 0.0631 0.3360 ROM 0.0000 0.0004 6111-01 x 0.2145 0.0659 0.0653 0.3072 e m-a 1 60T2 0.0001 a _ 0001 6Tx-01 611.1-02 0.0749 0.24/3 ROTZ 0.0000 6TM-03 6TH-01 BM-03 MO 2 0.0000 0.0001 STX-o6 1 0.2196 67M-04 Y 0.0509 0.2161 6aH-a4 ROM 0.0000 0.0001 6211-05 x 0.2201 0.0995 591-0s ROTE a.aaea 0.0001 0.216E 0./032 ROTE 0.0000 0.0001 4TM-IM 611140 Y 0.0201 0.1761 {TX -IA ROTS 0.0000 0.0001 6111-07 1 0.2447 0.0651 6T1-0] r .0156 0.2052 6Tx-00 OATL 0.0000 0.0001 610 0.0696 6Tz 0.0000 0.0001 6170-09 Y 0.0246 0.2407 4T1-Of ROIL 0.0000 0.0001 TAYI0R 6 OSIMS PANE II 6RWMX:6T*12/PILE: \ prrkiig\p4reirg1.RS HOAG GL N0261TN., OMIT: KIPS -ISMS MM. NALL RRVOTUR2 D0SI@6d SY UBC-97 TILE AMC: PAMNIP2.213T PRAM 00 .... /TEME 02RNa0P4 RESPONSE SPern@M LATIRAL MAME DISPu[9m9r2 90R DIAPxuax 1 VALISE AR AT 1114 PRAM 011I0IN IN TE MANE WCAL M0R01MTe2 /-LM0 CONDITIONS-/ /-IMO ttMDIT10151-/ LEVEL DIPS D1 D2 LTRL DIAN 01 D1 x 0.1941 0.0441 oasis ROM 0.0000 0.0001 5116-00 0002 0.0000 0.0001 4111-11 sTM-06 a.26as 0IH-o4 r .Olm 0.1654 0fM-11 eon 0.0000 0.0000 5111-06 ROM 0.0000 0.0001 6111-12 x 0.1471 0.0352 5TH-09X 0.1491 0.0122 PTx-u Y 0.2657 9121-09 r 0.0219 0.1412 61H-12 ROTC 0 e0aa 0.0000 9Tx-D9 ROTS 0.0000 0.0000 STM-NI X 0.1791 srx-10 1 0.1272 .0226 51H-NI .0535 0.2754 4T1-W r o.0290 0.1929 ROTZ 0.0000 0.0000 ROM 0.0000 0.0000 5111-01 x 0.1644 0.0472 5114-11 x 0.1319 0.0197 0.1274 s7M-11 Y 0337 0.3067 TM-0180R2 0.0000 0.0001 51x-11 ROTE 0.0000 0.0000 0.1614 51M-12 x .13u 0.01T9 u.206e 0012 0.0000 0.0001 5120-13 ROM 0.0000 0.0000 s'IN-01X 0.1544 0.0540 4111-601 2 0217 0.0564 4TM-M1 Y .0472 a.194T 6Vl-03 ROTE 0.0000 0.0001 4M1N-R1 ROIZ 0.0000 0.0000 0.2612 0.0651 x 0.1065 0.0291 TM-0. sTH-04 ROM 0.0000 0.0001 ROM 0. 0000 0.0000 arx-asX 0.1619 - /"STN-09 0.Lu9 0.1313 TI-as 6011 0.0000 0.0001 4Tx- a ROTE 0.0000 0.0000 090z0.0434 ROM0.0a00 0.0001 4Yx-03 ROM 0.0000 0.0000 ROM 5171-100 X 0.1457 0.0751 4114-04 L 0E035 0.0425 sTx-030 ROTE 0.0003 0.0001 0111-00 ROrs 0.0000 0.0001 Z 267 TAYLOR P MAINIS PRMRAN: BTARS/PLO: \ptklrg\ W Tk 1n31. SIR 0000 100RIAL HOSPITAL. UNIT: KIPS-IN(NSN OAST MALL STRUCTURE DESI0N0 RY MC-ST AILS NAM: PARNIN0. DAT / 111/U'M ID .... /THREE 011091ONAL VALUES AM AT THIS PRAM ORI01N IN 3M PRAM IOML COORDINATES TAYLOR L GAINES PAR' 90 PRMMK: RARE/ PSLK: \p[kl]g\parkllgl. ILA MAO 99TfIAL HOSPITAL, WIT: KIPS -DIMS MQK WALL STRUCTURE 0K1IONB0 BY UBC-97 FILE NAME. PARKING.DKT PANNE ID .... PIERCE OIIaNEI0AL RESPONSE SPECTRUM LATERAL PRAM DINNu 99YT5 roN DIAg0A3N VALUES ARE AT MIR PRAM ONI01N IN TA nine LOCAL CCU0TWTB3 /-LOAD CONDITIONS./ /-10*0 COMD1ZIONS-/ LEVEL DIM 01 Dl LEVEL DIRK D1 D] w-0] 6T1I-05 0.0342 0.0903 3RD-02 Y 0.0373 0.0669 6T1I-05 ROTZ 0.0000 0.0001 3RD-O] ROTS 0.0000 0.0000 3RD-03 X 0.0507 a.0171 Y 0.0217 0.0567 100-03 0.0339 0.0613 ROTE 0.0000 0.0001 3R0 0l ROLE 0.0000 0.0000 M-WX 0.1012 0.0493 1110-06 X 0.0490 6.0333 9TN-W Y 0.0095 1w-06 Y 0.0293 0.0495 9M-W ROT] 0.0000 0.0001 1RD-0. NM 0.0000 0.0000 6M-0T x -X 0.0521 0.0260 0.0073 0eo .0300 41MM-07 RUTZ 0.0000 0.0000 300 00 ROTZ 0.0000 0.0000 ETA-0 x 0.0482 300 01 90 0.0043 0.0351 611-05 ROTE 0.0000 0.0000 1w-06 ROTE 0.0000 0.0000 6TN-o9 x 0.0312 0.0202 4TH-09 T0.0161 0.1157 3110-361 0.0043 6M-09 ROTE 0.0000 0.0000 3R0-W ROTO 0.0000 0.0000 61H-10 x 0.0810 0.009E 3RD-07 x 0.0311 0.0166 .0311 41M-10 ROTZ 0.0000 0.0000 3RD-01 R01Z 0.0000 0.0000 0.0761 0.0104RD-ol 1tX-11 v - 0.011➢ 0.065E 71-11 102 0.0000 0.0000 lw 00 000198 0.0000 0.0000 Z 1w-09 1 0.0437 0.0046 4114-13 x .0n] .uv 3w-09 6M-I] ROTZ 0.0000 0.0000 3RD-09 ROTZ 0.0000 0.0000 350-01 X 0.0436 0.0091 360-10 0.0379 0.1143RD-l0 3RD-143 ROTE 0.0000 0.0000 lRD-l0 ROTZ 0.0000 0.0000 IRO-01 10.0571 0.0136 lRD-1l I 0.0280 0.0104 ]RD-Ol Y0.0411 0.0771 0.0183 0.0105 3RD-01 LATE 0.0000 0.0000 3RD-11 001Y 0.0000 0.0000 TAYLOR 6 MINES PAGE 91 PROEM:LTABB/PILP:\g]kllg\P.Tk11g1.f1R HOAG MEMORIAL HOSPITAL. MIT: RIPS -INCHES SMEAR NALL STRICTURE DESIGNED BY IRC-97 PILE MLR: PARKING.OAT MA1S I0 .... /VANE DINWe1OEW RESPONSE SPECTRUM LATERAL TMMR DIAPLA TOTN POST DIAPHRAGM 1 MALES APE AT THE IMAM ORIGIN IR THE MOM LOCAL COORDINATES TAYLOR & GAIM➢ PME 93 PROMAII:RTABS/PILE: \p[k1n3\gek1A1. STR NOAO 10CW0MN AL N9IL. UNIT: KIPS-INCMN 9I3M TELL STRUCTURE DESIGNED BY USC-97 9ILI MIS: PARRIO.DAT PRAM ID .... /THREE DIMENSIONAL RESPONSE SPECTRUM LATERAL PPAM DIRPIACPMM➢ FOR DWNRAOI 1 VALUES AM AT TM mac °AMDIR IN in ARMS TOTAL =PRIMMER /-LOAD COD T1ON0-/ /-LORD CVgITICY0-/ LEVEL IDIOT Ml 02 LEVEL DIM D1 D] lM-1]0.0181 0.0119 211D-09 % 0.0217 0.0035 lw-1] Y 0.064 0.0544 300.12 ROTZ 0.0000 0.0000 2111)-09 RMS 0.0000 0.0000 3110-1.1I X 0.0075 0.0038 x 0.0176 0.0039 2310400 Y 0.0344 0.0373 Y 0.01E1 0.0150 210-01 X 0.0174 0.0034 3w-11 3 0.0010 0.004E y0-01 ROT2 0.0000 0.0000 LND-11 AOTZ 0.0000 0.0000 ]w-1] .0052 T0-U2 .0140 .%„2 ]w-O ROTE 0.0000 0.0000 300-v ROTE 0.0000 0.0000 3111)-03 x o.ol]R 0.0037 x 0.0000 0.0000 311D-03 Y 0.0214 0.0315 100-311 ]w o3 ROTE 0.0000 0.0000 100-NI ROTE 0.0006 0.0006 3w-o9 x 0.0053 0.0036 1ST-01 0.0015 ]w-OS ROTE 0.0000 0.0000 1ST-01 Pan. 0.0000 0.0000 ]w-05 30-05 ROTZ 0.0000 0.0000 1ST-0] RO3 0.0000 0.0000 1010-06 X 0.0156 0.0016 1ST-03 x 0.00111 0006 >w-0aY 0.0032 0.0122 Y 0.0006 0.0061 ]w-06 ROTE 0.0000 0.0000 1ST-0] ROTA 0.0000 0.0000 lw-W % 0.0155 0.0071 IS-05 x 0.0034 0.0013 0154 350-04 Y0.0055 0.0004 '0-LN ROT2 0.0000 0.0000 1ST -OS ROTZ 0.0000 0.0000 24-07 2 0.0034 .01 0 1rt 05 00 0.o 00 0.0006 3110-07 ROTZ 0.0000 0.0000 1ST-05 ROTE 0.0000 0.0000 3900-09 1 0.0144 a 0013 190-0aX 0.0002 0.0001 110-01 Y 0.0036 0.014.3 Y 0.0003 0.0001 ]w-01 ROTE 0.0000 0.0000 IR-00 ROLA 0.0000 0.0000 L265s TAYLOR 6 MINES PAGE 93 pRoomm; ryas/ FILE: \p[k11g\P6 rli.g1. STR NOMO 9®p➢IAL HOSPITAL. UNIT: KIPP-I110BS SHEAR NALL S RUCTURI DESIGNED BY 0OC-97 PSW NAM: PARHIN0.OAT TAYLOR 6 0A/N➢S P.tl[ RWMN: MARE/PI L[: \psr1Lo p[klig1. 94R NOB MEMORIAL HOSPITAL. UNIT. MPS -INCHES' [NW HALL B[[URIAB DESIGNED BY NK-9l FILE WAX. PARNIM].DAT PRAISE I0 .... /THEE[ OINBN➢ZONAL CRAM ID .... /TNP00 DIMENSIONAAL 9BOKN➢B SPRCTRLIN LATERAL. PRANG DRIFT RATIOS FOR MAMMON I RESPONSE SPECRIIN LATERAL FRAME DRIFT RATIOS FOR DIAPHRAGM 1 VALUES ARP AT TM PRAM ORIGIN IN TM RAMS LOCAL COORDINATES VALUES ASS AT T90 PRAMS ORIGIN IN TM FRAM LOCAL COORDINATES /-LOAD CONDITIONS-/ /-LOAD [ TI001-/ LEVEL 011.34 DI O2 LEVEL DIM Di 02 6TX-NIX 0,00118 0.00089 6TN-0I Y 0.00227 0.00245 6M-00 ROIL 0.00000 0.00000 0.00053 4TM-01 • 0.00096 eTH.OI ROM 0.00000 0.00000 6111-02 00142 6Tx-Oa 0OTz • 0.00000 0.00000 6TN-0]X 0.00040 0.00125 41H-03 Y 0.00159 0.00246 ROTE 0.00000 0.0000a 4T-04 A 0.00016 0.00121 • 0.00042 0.00248 4TH-04 00T! 0.00000 0.00000 4194 06 r 0.00033 0,00052 410H-05 REEL 0.00000 0.00000 61N-06 61M-06 Y • 0.00207 0.00111 6TH-oa ROTE 0.00000 0.00000 610-120 x 0.00204 0.00230 6ry SE0.00000 0.00240 6TN-IY ROTE • 0.0000090 0.00149 6TX-Ol Y 0.00021 0.00171 01E-07 00102 0.00000 0.00000 6}N-0a : 00239 0.00145 6TN-09 ROPE 0.00000 0.00000 61M-05 K 4.00137 0.00119 6Tx-mY 0.00102 0.00126 61M 00 00102 0.00000 0.00000 TAYLOE ➢ MINIM PAGE 95 PRO]RSI: STABS/ RCP: \prking\p[kltgl. LTR HOAG 14151l001M HOSPITAL, NGIT: RIPS-ING04 01V:k WALL S RUCRPP DESIGNED SY MC-07 PILE MHO: PAOk910.DAT FRAM ID .... /THREE 011®OIGAL RESPONSE EPSCIWN LATERAL TRAM 0RR RATIOS FOR DIAPHRAGM 1 VALUES w AT THE PRAM ORIGIN IN T10 PRAM LOCAL 0101113IgIR0 6T10 10 0 0.00051 0.00099 4TH-10 0012 • 0.00000 0.00000 6Tx-11 0TH-11 z • 100.00046 TH-n ROT 0.000000.0 4TH-12 Y • 0.00051 0.00090 OTN 11 ROM 0.00000 0.00000 S x-xx 5TN-x1 Y • 0.00230 0.00619 ROTE 0.00000 a.000O0 T 0.00024 0.00047 7 ROM • a.00000 a.00000 5T -02 sTH-00 ROM • 0.00000 0.00000 STx-0l 51M-03 x 0.00141 0.00169ROM 0.00000 0.00000 2 0.00012 0.000f6 0022 0.04000 0.00000 SHE-05 STE 05 sTH-es 0002 • 0.00000 0.00000 5T -06 SITN-06 Y 0.00143 0.00091 57H-06 0001 0.00000 0.00000 SR -IAA S 0.00123 0.00147 5TH u 2 0015000174 R-IN W! 0.00 0.00000 TAYLOR 6 GAIM➢ PAGE 96 PROGRAX:IITASS/VIISAFOrkini‘Parkin9"12 HOAG IRA OAIAL HOSPITAL. UNIT: KIPS-I14063 SEWS MALL STRICTURE DESIGNED R MC -➢I OILS NAM: PARKIN...DAT PRAM ID .... /THREE DIMENSIONAL MEMOIRS SPECTRUM LATERAL FRA10 DRIP} PATIOS FOR 01APMNIM v VALUES ARE AT 110 PRAM ORIGIN INTER FRAM LOCAL COORDINATES /-LOAD 000ITIONS-/ /-LOAD CONDITIONS./ LEVEL DIM Dv 02 LEVEL DIM DI D2 123 e.00011 00124 ROM 0.00000 0.00000 0.00176 0.001.14 ROTE 0.00000 0.00000 Y • 0.00024 0.00036 ROM 0.00000 0.00000 • 0.00030 0.00424 Y 0.00119 0.00051 ROTZ 0.00000 0.00000 5190-09 2 0.00105 0.00111 670490 x 0,00055 0.00143 STtl-09Y 0.00070 0.00107 6790-05 9TX-09 ROD[ 0.00000 0.0000a 6T11-LN RATS 0.00000 0.0000a STN-10 s1H-10 Y • 0.000 a .00123 61B-01 Y • 0.00033 0.00040 sTH-vo ROLL 0.00000 0.00000 6TH-01 ROTE 0.00000 0.00000 9TH-ii R - 1 0021 .00096 5TH-1v 0a5 0.00044 4TH-0: 51M-11 00T2 0.00000 0.00000 6Tx-00 ROM 0.00004 0.00000 51M-12 0077 6TH-Of r 51N-v r 0.0000f 0.00134 r 0.40031 0.00095 aTH va ROTE 0.00000 0.00000 4Tx-09 0012 0.00000 0.00000 4791-11 K 0.00101 000T - K 0056 0.00036 0T-MI 0151 0040a 1-M1 ROTE • 0.00000 0.00000 6TH-10 ROSE • 0.00000 0.00000 0.00039 6TN-11 4TH-0v 6TM1-vl • OOHS 4T0-01 RO}2 • 0.00000 0.00000 6TH'11 ROM 0.00000 0.00000 r 6TH-0a 0011 41-12 T 0.00040 0.0007 vTH-02 pM-n57 }x ROM • 0.00000 a:000aa 6TH-11 0012 0.00000 0.00000 .00041 3R0-11I 1 6111-01 0022 • 0.00000 0.00000 300-102 00102 • 0.00000 0.00000 621-06 X 0.0.1013 0.00044 11O-01 TN-06 6111-06 0010 • 0.00000 0.00000 3RD-01 SOTS • 0.00000 0.00000 L?6y TAYLOR 5 GAINES 97 PRmlAN:RASS/PI1.6:\q[k1:q\p eklnll.SIR NOAG Ie00RIAL HOSPITAL. UNIT: KIPS-IN01R0 SMEAR IPLL SIROCNO3 DOS/01® RV 000-91 SILO WAR. PARSING DAT / \ PPA0R IO . /91.IM8 DINERS/ORAL RESPONSE SPECTRUM LATNSAL MANE DRIPT RATIOS FOR DIAPNPMN VALUES ARE AT TM PRN4 ORIGIN IN TEE SPARE LOCAL COORDINATES TAYIOR 6 GAINES Pbi ORWMN: BARS/PIY: \ parking \petklrgl.OTR NYO MEMORIAL NOS./TAL. MINT: KIPS.. DICKER SHIM NALL SPINCN0 DESIGNED BY INK-97 PILE NAM: PARKING .OAT TRUCE I0 . /THR00 DIMN5I0INL RESPONSE SPECTRUM LATERAL PMI6 DRIB PATIOS FOR DIAPHRAGM 1 VALUES ARS AT TM PRAM ORIGIN IN 16 FRAM LOCAL COORDINATES /-LOSE C0NOITIONS-/ /-LEAD MIDIT]ON0-/ LEVEL DINE Di D2 LEVEL OI6N 01 02 0.00040 0.00014 1R0-1] ]60-1] Y 0,00071 0.00147 *072 0.00000 0.00000 310-12 RDIZ 0.00000 0.00000 363)-03 2 0.00016 G.00051 2140-141 Z 0.00046 0.000E 310-O]Y 0.00066 0.00112 2110-1410234 0.00147 IRO-Ol ROTE 0.00000 0.00000 2M-NI ROT2 0.00000 0.00000 2M-0l X 0,00015 M-al 0.00049 ROTE 0.00000 0.00000 2M-01 Rolx 0.00000 0.00000 300-05 X 0.00018 0.00013 Z 0.00059 0.00014 0.00063 )® 05 ROTE 0.00000 0.00000 21113-02 0002 0.00000 0.00000 0.0003.3. 100-06 Y 0.00071 O. 00030Y 0.00001 0.00020 30-06 WFZ 0.00000 0.00000 21111-03 0002 0.00000 0.00000 30-L11 R 0.00097 0.00040 2M-06 Z 0.00075 0,00039 30-0+0 Y 0.00126 0.00045 20-06 l0-W 0072 0.00000 0.00000 ]MD-06 NM 0.00000 6.00000 200-07 x 0.00063 0,00066 e044 0.00015 34D-07 00F2 0.00000 0.00000 ]Im-es 0TE 0,00000 0.00000 0.00005 0,00014 30-06 Y 0.00100 0.00090Y 4.00015 0.00033 100• 00 ROTE 0,00000 0.00000 21111•06 00E 0,00000 0.00000 ]0-09X 0.00023 0.00064X 0.00033 0.00072 30-09 Y 0.00011 0.00079 20-3 Y 0,00009 0.00013 1RD-09 01E 0.00000 0.00000 ]M-W ROTE 0.00000 0.00000 2 0.00113 0.00017 ]papa -EDT Z 0.00020 0.00044 0,001,64 0.000430-OlY 0.00044 0.00011 1907.6 0.00000 0.00000 2M-Of 002 0.00000 0.00000 0-11 00]5 10-11Y 0.00080 0.00032Y 0.00099 0.00072 10-11 biz 0.00000 0.00000 30-06 072 0.00000 0.00000 TAYOR & GAINES PANE 99 RCORM: STABS/ PILE: \ pa GUM \pa tit llg1. SR I0M MEMORIAL N06PITAL, UNIT: P SIIGR NAI1 STRUCTURE DESIGNED SYMC-47 SFILE MITE: PARKING OAT TAYOR 6 GAINES FAGS 100 PPLUOAN: STARS/ PUS :\MX22133 prk1A1 . En O MR MALL STRUCTURE M11GN0 RC UBC•9l WOOS NAM: PARKING. DAT PRAM ]O .... /'TERSE 0[NHY9IGLA{. nun ]O .... /'Rage DIMENSIONAL RESPONSE SPECRW LATERAL TWO DRIPT RATIOS FOR DIAPHRAGM 1 RESPONSE 1PICTRG0 LAT4RA PRAMS STORY SHEARS FOR DIAPHRAGM 1 VALUES AM AT TM FRAM ORIGIN IN TM run LOCAL COORDINATES VALUES APE AT TM PRAM ORIGIN IN THE NMI LOCAL NRGIWA56S /-LAAO CR0 TIONO-/ /-Itl,D 0CYD TI000-/ LEVEL DIRE O1 02 LEVEL DIPS 01 D] ]0-09X 0.00037 0,00007 1318.20 20-09 Y 0.00005 0.00074 6511-01 Y 105.00 1549.14 ]0 09 ROTE 0.00000 0,00000 STX NI ROTE 1.431+04 ).5T9.06 1690.16 1f.05 00199 0.00027 CR-01 Y 312.6 ROTE 0.00000 0.00000 6TX-01 00TE1.51E+06 3.451.041 30-11 x 0,00005 0.00006 A 1443.68 100.70 20-11. Y 0,00041 0.00016Y 224./6 1956.39 ]0-11 011 0.00000 0,00000 671E-0] 0010 1.59E+06 0.27E+06 30-12 x 0.00019 0.00044 x 1224.14 2133.04 ]M-1] ROTE 0.00000 0.00000 670-03 RRL 1,651606 4.533406 A0T-xlX 0.00023 0.0000E 4750-04 1 1919.]] 109.59 l0-XI - 223.59 296.55 507-xI Rmz 0,00000 0.00000 ETM-04 0Tx 1.71E+06 6n01+06 195-01X 0.013001 0.00003X 2126.96 102.6E 01-01 1ST-01 ROTE 0.00000 0.00000 ETI-0s RTZ 1.T40000 644E4-06 1ST-0 07114E x 102.401 1ST-02 ROTE 0.00000 0.00000 611-06 ROTE 1.400.06 4.94E 00 0.00016 0.00006 614-W Z 3291.51 250.43 TX -LNG ROTE 0.00000 0.00000 ROTE 2.526•06 5.22E+04 ,` 1Si-00X 0,00023 0,0001E Z 3030.13 l]S.TO 158.76 397.93 9T-00 ROTE 0.00000 0.00000 ROTE 2,60E+06 5,101.0E 10T-05 X 0.00007 0.00007 1 3572.57 227.48 1ST-OSY 0.01007 0,00005 Y 163.0E 3539.25 lSi-OS aorta 0.00000 0.00000 00ZZ 2,521.06 5.691.05 111T-06 k 0.00002 0.00001 X 3715.9 216.56 1@M106 Y 0.00001 0.00001 Y 166.44 3684.46 MST-06 ROTE 0.00000 0.00000 ROIL 2.98E+06 5.4/S 06 Z 270 TAYLOR 6 MINES P000 ETASS/PLEB:\p[k1. \p[kingl 101 PlA 0TR GXOI8 HOAG MMORL HOSPITAL. UNIT: KIPS-I0 SMEAR MALL STRUCTURE WSIOX0 BY UK 97 PILE NAM PANNINO.DAT ta- .. . . /'ORES 01600NSIOML 616P01101 SPSLTRIM LATERAL PRA20 STORY M EARS FOR DIAPHRAGM 1 VALUES AAR AT THE WRM6 OS20214 IS TM MAME LAICAL CMM2M105 /-LOAD cou000[MS-/ LEVEL DIRN DI 03 6TH-12 x lim.43 205.41 162.75 3131.61 ROET 1.168.0E 5.198.06 161.19 3991.05 ROES 3.120.0E 6.16E+06 4131.110 165.01 RM2 3.448.04 6.40E+06 5TX-14I x 5094.53 164.30 STI-X[ 229.60 5210.78 x 5226.61 311.77 MR 4.54E 05 11.212.06 ] 216.7E 5515.2 RCM 6.41E+06 9.531.06 54/1.30 245.3 5Tl-03 1 336.94 5141.15 4111-04 X 5562.25 162.24 STI-O Pon ♦.6rt 04 9.650.0E 04 233.02 E470.1 ROM 4.732 06 9.95E+06 511-06 Y ]230.05 5317.40 STN-06 M2 4.35E+06 1.00E+0T ]TX-LX I 6529.09 234.25 STN-LW MITT 5.244+04 1.02[ 07 TAYLOR & MINIM PRMRAY:RABS/PILE: \ parking \mrk1+g11 ST0. HOB Xf4.(IAL HOSPITAL, UNIT: KIPS-INCHPS MGR NALL STRUCTURE DESIGNED EY 1/13C-57 Pitt 1010: PARHIM.OAT nun l0 . .. - /71fPE6 01ANS20WL 0.E6KN9E SPECTRUM LATER/J. GRAIN STORY SHARE FOR DIAPHRAGM 1 VALUES ME AT THE FRAM ORIGIN DEMI PRMO LOCAL COORDINATES TAYLOR 6 OAIR65 PAGE 102 PRWPM6. 6TAR9/9ILR:\Yek(rg\prkLSI. STR HOPE 9m10RGL HOSPITAL. UNIT: KIPS-20005 OMAR IUL2. STRUCTURE DESIGNED BY BBC-97 PULP LPN: PA0XIX0.OAT FRAME ID .... /111.0.28 OINWOIONAL RESPONSE 044000M LATERAL PRAMS STORY SHEARS TOR DIAPHRAGM 1 VALVES ARE AT ME FRAME ORIGIN IX F1LME LOCAL COORDINATES 6-LORD CDIDIT1018-/ LEVEL DIRH D1 02 6255.6E 4562.12 x 672E13 314.05 ]TI 6 Y 254.6E 4659.12 5111-06 ROTZ 5.49E+06 1.04E+0") 4129.37 104.70 241.39 .759.7 MTZ 5.408.0E 1.051.07 6930.15 395.37 5111-10 Y 263.34 6142.05 stH-l0 ROM 0.71E+06 1.07E.°) x 7034.26 215.56 265.0] 6970.34 50042 5111-12 ROTS 5.92E+06 1.10E+01 4Tx-HI 42H-HI 4211-k1 ROT[ 4.42E+06 1.271.07 4TH-01 x 7866m 295.81. 4514-01 vlz 6.151.06 1a7 4TX-0] x 7941.13 307.32 4111-02 RATE 6.66E+06 1.31240/ 4T1-03 T E251.1] 1063.11 4111-03 0012 6.116.0E 1.]]EOl 410-04 2 9.35 127.42 4TX-04 Y 291.51 1140.77 PAGE 104 TAYLOR 6 Maras PROGRAM: STABS/ 01LE :\parkllg\ .rk1D11.STR HOUR 604R1M. HOSPITAL, MIT: MPS-IIKICES SHIM GALL 0T02CM0 D010HM 6Y UBC a3 T24B NAM-. PASMI6.OAT FRAM ID .... /TIME 001210110113.1. R2SKM84 SPECTRUM LATERAL FRAM STRAY SHEARS WR DIAPHRAGM 1 VALUER AAR AT TN PRA90 ORIGIN IN THE NUM LOCAL 0 000I4TRP 6-LOAD CONDITIONS-6 6-LOAD CONDITIONS-6 10VOL DSW DI 01 LEVEL DIEM D1 22 4TH-05 X 4140.14 41H-05 202.01 1200.7E 9M-02 2 331.03 9444.1 41H 00 ROTZ 6.15E+06 1.24E+01 ZM-02 1KY22 7.90000E 1.51E+01 4TH-06 351.1 3R0-03 47H-04 1 303.54 11271.21 140 0] Y 3311.44 9495.07 4TT 04 ROTS 6.771.04 1.341.07 3R0-03 ROTE 7.919.0E 1.529.07 4114-01 E 4472.45 370.45 x 9592.14 370.93 471540 T 312.00 1517.23 Y 339.11 9538.06 4T1 M MR 1.09E+06 1.352.07 EDIT 3.90E+06 1.030+07 5315.30444.11 320-05 ROM 7.152.06 1.36E+0T ]M-05 MR 1.91E+06 1.53E+01 lM-06X 1147.35 311.9 317.317 1707.52 300-04 Y 141.5E 607.11 MOZ 3.22E+06 1.37E407 1M-06 MR 7.932.06 1.51E+01 1155.51 353.15 3R0-W Z 9795.51 353.70 4114-09 Y 319.23 6770.41 900-1.31 Y 355.14 9711.40 4IN-Of MEI 7.264006 1.53E+03 320-LY ROM 1.01E+06 1.54E+03 x 8916.66 349.01 )M-03 )M-01Y 151.1E 9790.94 ROTZ 3.34E+06 1.3E0 07 )M-07 ROPE 6.05E+06 1.54E+03 H-11 311.7E ] 6697.71N ] 4T141.30 35.22.71 4796-11 0012 7.43E+06 1.39E+0T 1M-06 0052 6.06E+06 1.541007 ^ 4T1-12 x 9030.71 340.15 x 616.11 344.09 4TN-l2 Y 122.14 1945.51 3.1.21 9E54.74 'M-1] ROTE 7.172.0E 1.60E+07 ROTE 5.11E+06 1.55E+07 lM-N[ 111.0-10 Y lM-Hl Ron 7.6t706 1.491.07 lM l0 ROP2 1.11E+04 1.55E+01 .51 310 1-01 1 '235.11 9390.74 3180-11 1 346.04 9911.94 240'01 ROTS 7.812+04 1.51E+0T lM-u RATE 1.142.06 1.56E+07 L 27/ TAYLOR 1 OAINES 0901 105 PRWWE:BTAOE/PULP:\P1e1i.73\pek+,g1.1TR HOAG AL HOSPITAL, UNIT: KIPS-INERES SMEAR NALLIITRVTIRE OSSIOp® EY MC 9) P1LE /OJO: PA9%IMO.DAT TAYLOR & OAINES MOB 106 'ROOMS MAE6/n1 \WEk1Ig\2:1ek1.gl.STR M ROMEMORIAL HOSPITAL, OMIT: 6IP5-IVL915S SMEAR NALL STRUCTURE OYIOM9 BY IIK 9/ P0L9 NAM): PA9AIMEDAT 0 ID /9XR26 0196MS101PL MAIM ID .... /TENN or9413(soo L .SPMSE SPECTRUM LATERAL FRAME STORY SRPAPs FOR 01ANNAOM 1 RESPONSE SPECTER/ LRT2RA1 PPAME STORY SHEARS FOR 0IAP09a0N I VALUES ARE AT TIC FRANI 0RI0IM IN THE FEMME LOCAL COORDINATES VALUES ARE AT THE FRAME 0Rm1E IN T10 FF.V2 LOCAL COMIMTES /-LMO ITIONS-/ /-LMO CONDITIONS)/ LEVEL EIRE DI 02 LEVEL DIM D1 D2 190-13 X 9952.31 03.27 X 10242.95 397.39 9.21 Y 40E01 10221.61 ]M-I] ROM • 1.011.06 1.519r07 2110'09 90T2 6.16E+06 1.60907 10056.E 0.27 220-30 1 10217.6E 397.20 Y 377.37 10034.14 • 401.11 10245.56 290 Nl ROTE 1.27E+06 1.599.07 2XD-10 ROTE 9.27E+06 I.60E+07 2N0-0l 0053.60 205E-11 Y • 10410.12 10349.69 350.01 ROM • I.27E.06 1.59E+0) 2MO 11 ROM 6.37E+06 1.60E+0O • lO MO-1] 2140-02 Y l E1.20 10073.24 33M-13 Y • 610.3E 10251.10 ]YD 03 ROM 0.26E+06 1.59E+0) ZND la ROZZ 6.37E+06 1.102.07 22D-03 39D-e 210104.49 365.16 107-69 1 3025E+6a 397.07 • 313.22 10093.63 0-01 Y 0251.3 ROOM 1.21E+06 1.59E.07 16T N1 0012 1.371 a6 1.109007 1ST-01 • 10159.n ln.l9 21E-06 Y 10165.E 10169.10 111E-04 ROT2 6.10E+06 1.59E+0) 187-01 9022 9.179.06 1.601.07 a50-05 211E-05 Y • 30306,06 10125.12 137-02 Y 410.39 10251.17 290-05 ROTE 1.29E06 1.601+07 10T-02 9001 6,379.0E 1.10907 • 10140.00 390.)2 107-03 1 1025E13 391.22 2110-06 Y 391.43 10139.11 11103 Y 610.43 10251.43 290-06 RCM 1.25E+06 1.60E+0) lrt 0l ROTE 6,37E 06 1.60E+0) 211D-LE X 10220.17 396.E 0226.6E 2RD IN 9012 • 6.16930E 1,609.07 M0-09 X 1022E52 39E79 305E-07 1020T. aS ax0.0) R0T2 0• .Ise 06 1.409.07 3110-06 X 10237.00 397.11 390-06 • 607.44 10335.79 ROM 33T-09 % 10355.30 397.25 117-04 0022 11.179+06 1.609407 T• 10 1-05 • 410.41 10251.0 157-05 9031 6.27E+06 1.602.07 T • 10 13T-06 410.43 10203.46 L 272 STABS Extended Three Dtmen.i0ne1 Analysis Of Building System. PLUS Vers.nn 6.]] copyright ICI 1 COMPUTERS AND SIRUCIURIS.B INC. All rights reserved This copy of rasa fa for the exclusive use of TAYLOR S GAINES Unauthorized use Ts in violeti0n of Federal copyright laws It Is the resp0n016111ty 0f the um to verify all tteulee produced by this program 10 Jun 1999 11:01:47 TAYLOR P CAME PAGE 2 PROSR.W: ETABB/PILE:\prki g\p.rkingi. S{M HOME MEMORIAL HOSPITAL, UNIT: ICIPB-I0Oal S01A0 MALL STRUCTURE DESIGNED EY U11C-9l PILE IWR: PAPHINO.MT TAYLOR P (MINES PAGE . SEABS/PILE: \Yrbsrq\perkllgl. M1 NOAG MEMORIAL HOSPITAL, 0X KIPS -INCHES SMEAR MALL STRUCTURE DESIGN® BY UOC 9l MIL[ MM. PARRt6O. WS LOAD CkS LOAD ITT DEFINITION DATA II III A D1 0.000 1.500 0 1.200 1.600 1. ]00 0.000 0.000 0.000 0.000 0.000 l.l]0 0.000 0.000 0 000 -2.100 -0.330 0 1.9]0 0.000 0.900 0.000 0.000 0.000 1.100 0.330 0.000 0.900 0.000 0.000 0.000 -1,100 -0.110 PoR DYNAMICS BY THE RESPONSE SPECTRUM 007*00 DYNAMIC 1 . . SPECTRAL DIRECTION 1 DYNAMIC 1 . . SPECTRAL DIRECTION 2 0DM DYNAMICS BY THE TIME HISTORY METHOD MANIC 1 . . . TIME 600T00Y NODAL ANALYSIS DYVJMIC 2 . . . NOT US® TAYLOR P GAINES PALM RROJRAM: fTABS/PSI:\parking\prkirgl.SM MEMORIALROME HOSPITAL. UNIT: KIPS-INCM6 WAR 1PLLSTRUCTURE OBPIQI® EY UM-97 FILE BIB: PAORINO. DAT DISPLACEMENT MAXIMS 6 MTNINA IN PRAM /TIMES DIMENSIONAL OSN® MINIM IP FRAME /TERM) D1UIO0lL w MIMiniICOLu*M ,CXSE6) rill I1LSW.CX8001 I004. 16AL LOCAL LOCAL Etat LOCAL PROP le.JOR MAJOR MINOR TO08ItlGL Z TMN Y-TIARA E-'INAN 0X 0010 YY-ROM 22-RO1M ID MiGNT SOAR MOMENT SMEAR FORCE I CSNAR 1 1 95. 91 1 2E, 101 1 26, ]I 1 12. 21 1 55, ]I ( 42, 11 MAX 0.34337 9s599 2.19043 0099e 004 0.00040 1 el, 91 ( er, MI ) 26. 91 1 96, U 1 5031 ( 117, U MI o9-0.10756001-0.51061.04-0.296i.01-0, M160.01-0,20770e0l - 6PB.' 21 1 21 11 21 1 91 1111, ]I ( S. 10) 0A1 0. .OS 0.51126.01 0.1321E305 °Amon 3472.06 0.4220E301 ( 11. 51 1 10. el (122. 11 1 00, 31 ) 122, 11 ( 6. 61 x] 502i.01-0.]]]SF09-0.N611.01 -1 4/.[.3) I 52,[.20 (. ]53,[.a( ( 256, 31 1 21 1 47, 91 MAX 0 o15.0r o 741.04 0. 6511s.O1 1 153, •0I 1 m 53, 0) ( r[6, s• 31 115201r 11 ( l44, 41 1 92, 01 L 278 TAYLOR P OAIBBS PAGE • PROOPA 11TABB/PIN:\parking\parklng1. PIM ]OPO MEMORIAL HOSPITAL, UNIT: KIPS -WOOS SHIM NALL STRUCTURE RESIGN® BY 10 -El FILE MOW: PAWING. DAT TAYLOR 6 GAINES PAO6 5 BRCOMM: RTABS/PILE: \pork lug \ parking] . SUM HOAG MEMORIAL HOSPITAL, alit N dG[ /ALL STRUCTURE 086IMIPD IT 1.111C-17 PIN WC: PASII]MO.DAT BEAN PORCH MAXIMA & MINIM, IN MUM /THREE DIMENSIONAL MALL FORCE RSPIM 6 MINIMA IN PRAMS /THREE DIMENSIONAL "0/4/7/ WITH 1[L01B,CASE111 WITH Idol],OS81I MOP IAIOR I44.700 MI6OR MINOR AXIAL TORSIONAL MAJOR MVOR MINOR MIMOR AXIAL TORSI®L54 ID MOMENT SMEAR MOMENT SNBAR FORCE NOI6M MOUSY SMEAR ICMMf SHEAR FORCE MYRMY Ml 1 01-0.47421402-0.24555404 •• -1]I ( ]) ( 5], ]I 1 52. 31 1 54. ]I 1 S) MA] ] .1 66e701 0736E+01 0 [• 1901002 0.]5E58.06 1 64. •41 1 63. 61 1 48, 3) 1 ] 54.11 1 47. 11 l 54. 61 Nl -1.]3]58.33 05-0.86d03 a ]• 0.00004(00 0,00E .l1[ 11 1 31 1 076,11 1 76, ]) (161) I10) MAX 0.39515.05 0.29552401 0.0000E+00 a 0O.13336.0E 1 76, 31 75, 31 1 75, 101 (75, 101 1 75. [101 1 75, 61 SAVIOR & OAINES PA06 6 PRMPNI: ETAES/MIN:\parking\parking]. SU+M HOAG MEMORIAL HOSPITAL, UNIT: RIPE-INOO➢ SHEAR MALL ➢PRUIT0P➢ D8➢10N® RV U8C-17 FILE IAq: PMRIIb.06T M[ 116.05-0.]5366.03-0.]SS]e•06-0.11568(05 1 ]16.[101 1.] 5101 1 I 10) 1 101 ( 12, ]I 1 SI MAX .17070.07 0.6097E+06 0.5974E+05 0.36122.03 a 6039E.06 02 16i 1 16, 6) l 16, 51 ( 15, 61 1 15. 61 1 5. 11 11061 TAYLOR S WAKES PARS [k]I. 87AEE/PIN: \pYAW rklng\P6rkiM1M /MCA 8 M6MWN IAL HOSPITAL, IT, R1P0-009 SHEAR MALL STRUCTURE. NSIWd BY NC-Il PILE MAXI/ PARE/N3. DAT MAXIM 6 monk,.E IM PRAMS /2H8C6 OI]ISIOAL SPRING FORCE MAXIMA 6 MINIM IM PPMB /THREE 0IN8M0IC410 MIT[MO IELOIM,[AS66) SIM Iaw5,QS851 PROP MAJOR MAJOR M3Nol MINOR AXIAL TORSIONAL 00 w11 22 l0 MONDT MAR MOMENT SMUG PORc6 MOMENT MIN -0 51740-0.30658.03 O 31 ( 21, a MR 0.2651E403 0.5228E403 1 75. 61 1 21, EI ( 37. 10 1 52. 16) 1 56, O ( PI 1 42, 18) 1 s3, 5) MAR 0,45751004 11,15151004 0.70518.0E 0.3320E403 0.4455E404 0,m01005 1 50, 01 55, 51 1 53, 11 1 52, 11 1 70, 61 1 52, 11 Z271 701L06 & 9A6610 PA0E PRWRAM: STA86/PILE:\prkln0\114011 g1. SON MAO Im10P1AL HOSPITAL. UNIT: KIES-0*2065 MBAR MALL STRUCTURE CSI0010 BY UM-91 TILE WIC': PARH140.65T FRAME REACTION PORCES AT BASELINE (AT EACH COLUMN LIME IAWBS AM IN THE VOCAL COORDINATE SWISS OF TAB PRAM FRAM 10 ... /MAWS 0IMN9201AL ( COL FORCE E 844411114 MOMENT 1CMENT 1 OUTPUTID A141A`I 510010-T ALCWCZ A90K-21 ABOOP-YY ASWT-7Z -156.11 W• E f 26. 16 301.29 -117.04 WB 3 3]3.50 152.46 1344.77 570.41 1165.95 14.91 104.74 WE 5 - 534.72 �]3.65 -1])0,0) 135.1 505.62 1♦. 33 13.72 CM• S 6 235,)9 1366.41 1066.0E 724.17 16.91 CAGE 9-202.61 C55010 -9).06 -169.74-7/4.62-646.17 CASE 1 CASE 2 CASE CASE CASE CASE 6 CASE WEE CASE 9 WE10 CASE 1 WSI CASE 3 CASs 5 CASE t CAS7 CUECAS9 W[2 MSC CAS CASEt CASE WE7 015E10 CASE 1 406.61 565.66 371.24 -223.95 -103.33 730.05 434.29 -21640 690.24 -520we 460.58 461.15 424.14 -461.62 -17.53 287.12 .)5 lns.07 203..55 0.00 ]l51 -697.10 1475.23 0.00 144049 29.49 925.71 1323.11 29.67 635.9E 1347.75 22.01 I55,39 695.06 0,00 ]u.59-1367.12 4a.44 23t ]1 86.37 2676.9E 4177.56 1245.50 290.66 51.R6-1335.11 m55 s2-555.55 11446 47.27-724.55 1647.41 y34.20 67.52 2377.08 n63 sR 2410-1373.44 1150.29 -905.63 02.42632.16 16 .00 1052.40 402.26-163.36 591174.29-3.66 96 l6 1796.45 5170.33 516.39 636.34 9 3S 99 23 va 32 an.90 444.09 59.34 59 33 6. 2175.3E 430a5 _ 9.64 43.61 1356.6E 3514.47 656.3E 36.23 1273.35 O17.06 310.06 36.62 175.6E 2404.69 515.)5 •1. .931 33.7E 2075 904.13 104.45 TAYLOR 6 GAIN'S PAGE PRNSAM: TABS/PILE: \prk1n5\P.rklrgl. SUk NBY I4121OSIAL R06PITAL, URIT: KIPS-IRTAS BEMGA NALL SOWCNRR 065IO1160 DT U1C-97 FILE HAM: PAPSISO.DAT FUME REACTION 60RCSS AT W64I6 (AT 9104 COLU01 LINE) VALUES ARE IN VCR LOAM. C00=111414 SYSTEM OF THE P6AM PRAMS ]0 ,,,. /T ACES OIMMIOAL COL 01TPUT PORCS FORCE POM6 MOMENT mart 140IE14 ID I0 AI/3M-1 AO110-1( A2.0610 2 A9W[-ZS OMIT-YY ABOUT -SA 2.36 0.5] 3,05 10 W9 5 -].19 5.2E 332.37 143.34 -314.66 3.64 11.22 467.44 324.07 341.6E 5.61 l0 WE 5 462.42 199.1 10 WE 9 -3.33 33.5]162.59 -5.02 10 W010 1,6a 1,5E 167.41 -3].6]-105.42 3,6E 11 WE 1 -0,60 23.30 346.30 11 WS ] 491.7i- 11 WE 3 .33 95.1E 13420 346.99 101.44 6,N 11 WA 5 • CAS.414.97 65.9 5 4.1R -1.15 • WN 5 -3.0 aa.l) - -325n0 11 W 3.45 S49.47 442.14 60 Al 3.53 • CABS 9 -1.31 -44.42],15 1.19 II CA5010 ].65 ]5. 5] ]]l.il -155.66 35 We 1 477.34 6,51 - 9.6E 15 CAEN 15 WB 3 324.23 193.67 1696.63 369.59 2013.12 112.27 15 W6 6 -119.8E -L61.0 13.)5 15 W6 6 - 5.36-605.65-]6].60 65f .36 -13.24 15 CASE 7 269.02 163.67 1641.69 336.6E 1771.47 15 CASE 6 14444 15 W6 9-160.69 - -2/2.24 f1.65 15 W610 66.1E 415./5 1930,50 449.75 -121.77 23,7E 14 WE 1 - ].11 52].63 v 0 -lN 33 16 0556 2 16.77 545.31 -l6.03 1U.57 07.61 526.61 1312.0 IN CASE 4 1,91 ]11 .0]'5.14.27 16 WE 5 -16175-65110 1.03 16 CAA. 4 v51.57 -177.31 156.60 16 WE 7 17410 12747 619.32 444.29 I201.45 16 CASE l 19244 226.26 61477 915.05 756.22 16 WA30 -50. 0] -v 5.0] 45.11-160.]5-160.55 0, 51 29 WE 1 19,30 O 00 21 CU6 2 36,7944429 0.00 29 CASE 5 226,50 792.07 0.00 TAYLOR 6 OA/NES PAO6 9. ▪ RU.6TARS/PILE:\parking\prk0 gl.MI MOMEMORIALMORIAL HOSPITAL. OMIT: RIPS -INCHES EMUS MALL STRUCTURE 0E61®41/ 94 UEC-97 PILE NAM: PARRIBA OAT TRANS REACTION 60RW AT BASELINE (AT GCH COLUMN LIM) VALUES ARE IN TIE LOCAL CAI0ZMT0 MITI! OP THE TRANE PRATE 10 /THREE DIMENSIONAL co OUTPUT 023.27 cm• ?, 2 -f .99 -11. 69 717.01 1113.51 -9.71 4.61 CASE l 577.01 61.09 1122,03 4711,11 1297.88 20,50 CASE E 16z95 63.0 1121.35 4666,30 766.68 u.05 CASE 5 .534.53 57.2E 133.01 2606,22 5 2704.11 -755a7 s.21 1501 v m.5ss 71 620.29 3184.65 1292.44 14.33 55.61221.74 11.99 CASE 9 1636.7 -1272.7E -12.99 W810-332,12 ]6. 66 -2t .68 1482.64-763.56 -6.N WE 1 t2.5 -MASS 449,93 15,22 103,09 1.59 W6 2 65.67 498.49 14442 1 t0 006 l 462,15 2363.14 496.29 776.51 103.65 127.8 181.1 1769.2E 2246.27 526.33 226.66 ASI 4 o56 au -vas -So.v - s.n 105.43 CASE 6 -131.3E -I2E42 )3.3 15762E 1115.2E 676,v 196.66 CASE R m.22 172.15 1340.26 2216.22 426.75 221.67 -a t.22 -a 7.o -7x .65-620.v6 -a u.0 -S3.n CS Sa ABTA .131. 6 -142.76-1120.13 -142.96 -496.72 CASE / CASE • 3 Cues CABS 6 CASE 2 CASE CASSIA CARE CASE 52.60 .,50 .)ant 139.20 22.44 24.04 ]f 99 11.5] 17 46 17.4E 5.O.2 / 1f, 73 1444.61 1561 3 1 1584.29 1241.00 115,50 426.44 -1724.92 1355.55 299.41 01.6E u 91 1107.43 264.11 223.47 30.70 24.71 52.60 112.69 `84.08 176.04 33.67 14423 10.19 -275.46 -344.54 479.04 471.19 2.55 30440 03.6E 215.63 TAYLOR 6 OAINES PAGE 11 P ROIMM: EPASB/011S,\prkl7g\p8RirTi SUM ROM MEMORIAL HOSPITAL. UNIT: NIPS-140MS dIA MIL STROCTIRS O6SIOM0 ET U6C-97 AILS MOAME: PARIKING.OAT FRAME vACTION 6OKL AT BASELINE (AT BAO1 COLS LINEI VALVES AM w TEE IAJL CUOMIMT6 SYSTEM 00 T6 PUPS COL FORCE FDIC' MRCSM.9E9T HOKUM OMT ID OUTFIT ID AWE-2 ALOW-Y AVAB-2 AYM-U A8(2117 IJAT-ii 609.50 26,36 29 WE 5 -4.14 -164.96 44.45 0.00-456.31 -15,42 -111,9E 42.f 29 WE l 4.52 211.15 624.440 3 29 W6 6 3.12 963.20 665.9E 0.00 352.17 25.44 16 CASE 1 1.55 560.99 0.00 103.31 0.62 661.21 164.07-1i.51 36 WE 3 2.44 112.33 1970.67 0.00 596.41 11.06 6 W66 2.56 372,11 002.32 415,13 17,6E 36 CASE 5 0.12-125.21 •509.v6 au .50 0, 30 36 CASE 6 0,0E -297.1 .2735.11 .34 510.4 vm 34 WE 6 1.60 356.62 2714.96 O O 327.44 29,37 36 W6 9 0.25-134.00-125.52 0,00-202.55 26 W510 -0.35 106.75 -36i 0.1) 0.00 -119.1E -11.Si 43 W$ 1 29.37 -1.10 420.93 -13.)]1411.34 251,50 43 WE 2 0,1) 565.70 -16.99 2721.46 331.96 43 CASE 3 7,55.5E 5940.9E 45f.311 W 43 e 4 104.lf 403.00 v 1531.15 1003.39 52.55 441.94 43 CASE s 43.62 -171.76 -162.46 -6vs32364.44 147.60 43 CAST 656,5E - .s3 2/16.99 166.93 3N.v 440,61 4145.43 313.0 11 CASE 6 93.39 401.32 1349.14 995.79 3697.04 295,4E 43 W5 9 29.35 173.10 - 9.4] 51 WO10 15.39 -195. 16-f66.60-ff6.]) 1521,36 40.11 2216.05 13/.61 44 CASE l 125.43 1.47 1659.1E 593.46 4/46,00 44 CASE • 117.94 11.42 2476.40 22111 55.73 12.22 46 CASE 5 51,05 - ll5.52 1/26.46 5,5E 46 GSA 6 1156.59 2420.75 44 CASS 7 1714.96 530.63 4730.41 44 CASE 4ff,1 1733.31 866.29 4038.14 11.64 46 WE 9 19,23 16.51 623.21 - 426.17 44 CM10 at,)] f.l) 605.72 -695.3E 1216.44 -10,69 5.19 441,23-936.11 235.71 47 CAFE 2 1160.72 57 WE 3 14,99 26,11 13v,9] 1441.61 7,63 47 CASA 4 74.1E ]6.)0 1402.43 1646.66 1186,13 5,13 L 275 TAYLOR 6 OAINES 910E 13 W:BTIJS/906:1P0011 \pikin91.AVN HMO I@IORGL HOSPITAL. UP E MBACU R WALL STCTUB M6 DESIGNED BY C-97 PILE NAM: PARIINO.BAT �RAMB RGCfIIXI FORCES AT BASELINE (AT SAM COLMIN LIMI !MIS AM IN 'mE LOCIL CmMIMT! SYSTEM OP ra TRAM PRAM ID ... . /THREE DIMENSIONAL COL OTPUT PORCO FORCE FORCE MOMENT MMENT 14410/M ID I - - 1E0VT-n 1OWt-u 47 WE5 �5.I A635.07 47 CASE 6.1] 55.0] 612.46 409.12 109.9 -0.66 4] W0 7 94 .55 47 W0 9 322.50-555.0 47 W010 1.90 7.92 309.79 574.77-297.52 44 e CASE l 16.95 1113.61-1774.10 1407./1 647 46 We] e CASE 4 1].0 ]1.]u .11 1007.11 l 169.00 'e.n 9 40 W! 7 32.95 027.13 1141.31 nla.0 15n IN CMS 6 11.50 34.45 033.39 1351.72 1724.12 14.0E 48 WS9 40 WC10 1.0E 9.55 306.15 557. 43 -153.73 49 CASE 1 -f].n 60.50 - -511 9a ]0 49 WS l -u5.a4 - 743.00-474-01 15.4 99 056 3 02.04 177.9E 34010 570.35 2643.12 119.13 45 WE 4 315.4171.4 171.46 4f WS 5 - - 90>.51-301.62 -1631.43 27.46 44 W1 6 -Sf .11 -1]0. 06-546.70 44 WE ] 196.E 0.71 CAME .66 1461.6143.6 41 6 9-249.34 ']6.6]-3053.71-255.93 -1445.2E 2.10 44 WC10-t]].11 -v.ss -ial if -vi.l6 -n0.33 -u.13 SO CASE 1).55 2445.17 50 CASS ] -N.05282813 307.35 1759.5 50 019 341.75 511.11 3640.91 639.10 1062.61 124.10 50 CAB! 5 .911302.54 50 CABS 4 - -1421.16 450.35-604.64 O CASE l 3517.90 201.43 50 CAM 6 315.45 504.23 50 CASE 9 l 07.5 -]05.5 -1111 .1-161.45 50 W510-156.95-454.6] 916.03 SI 61 CASE 3 51 WE l 51 CAS 4 55 CASEE 5 52.0 40.14 02.0 ]56.74 /1.5] 44.47 712.17 402.0-1910.0 1003.17 1900.1E 2]26.9] 1994.08 -357.13 -126.05 429.21 337.46 138.0 TAYLOR & OAINES FADE 14 PROI6AN:[9PJI/9ILC:100091,00061. AAM 1100 MEMORIAL 6009I70. UNIT: RIPB-INLTEO MBAR SALL RBUCTOl9 DESIGN® SY EC-97 FILE NUM( PAMIM.DAT 10A616 REACTION PONCES AT !IS!LIM (AT GCN COLIIN LIME VALUES ARE IN 11E LOCAL CCOR0IMl9 ATST0 OF TM 0./ E T9]1E 113 ..._ /TNRu D00®ISTSO.L COL WENT 06 !0 FMCS FORCE MER MOMENT IKNM ID I .Vale-] A10110-6 ALOE-E A6YR-ll A90UT-YY AWR 64 05! 1.30 191.37 1793.30 0.00 452.30 33.93 17.34 I749.96 64 CAM( 64 0R1 ]1 WE 71 am 71 CAB! 71 CMS 71 WE 71 CASS • CARS ]1 WS 71 CASI • W11 >] CAB! 72 CASE 72 WE ]a W! 72 CASE 72 CASE ]] CASE ]a We 72 W! 77 WE 77 CASE 77 WE 77 WE 77 WE ]0 MA: >] MSC": » 001 65 65 WE AR 45 CIS IS ! 15 W! 65 E e 116.13 _04 240.64 141.11 254.21 153.3] 225.3] 130.21 -0.14 0.63 0.11 2.34 16 -123.51 -51.04 150.44 114.31 226.61 -02.66 107.10 111.45 -137.31 159.3E ]61.>0 145.13 254.15 16.a5 ]16.44 11 ']9.04 202.36 105.4E -104.27 113.43 '30.53 65.91 104.13 214.25 347.0 1041.5E 80154 -159.04 867.96 414.95 -]45.41 $19.]6 603.00 11]4.6 1373.11 00.39 1142.54 -154.31 135.06 164.04 2019 312.40 64.04 140.75 147.16 117.43 423.30 1179.44 -409.6I 630.o4 mi 453.31 489.94 -109.10 -41].0] 4 0.71 646.42 223.62 135.35 735.73 1255.39 642.40 1161.95 9 -666.]5 0.00 .14 60 96 6. 151E56 1062.45 402.19 40 621.49 -355.67 175.23 770.73 4i].51 .3E 754.41 413.18 •5.4 -3 54.04 -i6.51 0.20 16.4E l0 35.29 1.6E 159.0 142.45 14].42 11.04 -1.09 -9.14 20.10 30.41 23.91 1.63 0.85 1.33 15.27 13./3 TAY1OR 6 0AIN65 PAGE 13 PROMMU BTAEA/PILL: \p.eklrg\p+ki gl.51N XO0PIT71.. UNIT: KIPS -INCHES SMEAR VALI OTRNCNR! DE51ONED BY UBC-97 MILS NAPM PARNIM.DAT FRAM REACTION FORCES AT BASELINE MAT GM roLVM LINM1 PALMS ARE IN TM LOCAL CWMIMTP SYSTEM OP TIE !FAME /THREE DIMEN0IOHAL COL OUTPUT FORCE FORM !DICE AMENS EMM ET M)MMR ID ID ALONG-x AI00-Y ALttY-1 AEOUT-]l ABOUT YY ABOTT-21 51 CASE 6 74/.42 -47./6 170.15 51 CASE > 244.27 59.6E 1011.4E 1192.60 1792.1] 51 MSS 6 201.44 55.35 1554.9E 1476.26 1442.91 156.55 SI CASE II 195.40 51 WCIO-101.31 1]. ]9 145].11 211.74-112.93 ]].11 615.E 0 l - .1] 2224.73.69-941.a6 5353 ▪ WCASE 3 67.54 53 CASE 1.0E1171.464.6 0 75lWE 5 2.1 WE 6 99 l O ] 106.0 6.E W0.00 n1. 10.00 5] W! 9 4].30 -1. 99 405.42 '91.]l 132.11 0.00 53 WS10 11.61 9.60 612.96-206.61 216.14 0.00 57 CASE 1 -46.11 ].6] 371.99 67.34 57 .59 ]1.96 m we 1 SI.41 57 BASE 4 52.10 324.14 1221.71714.02 247/.01 14.91 57 CASE 5-59.66 615.)4 964.34 -11.10 57 CAGE 6 1137.30 57 CASE 7 43.41 143.70 650.71 1735.49 2420.65 14.54 • CASE 343.73 57 W510 20.30-115.00-503.07-1444.01 153.74 -ll.11 43 W6 1 -aa.56 147.7-1].] O WE ] -5].06 176.10 0.00 379.04 0.00 57.64 4.40 170.51 274.22 63 SE 5 19.09 BA-50.9{ 0.00 63 CASE 6 -0.15 61 W6 ] 111.12 304.61 63 WE { 321.69 203.79 0.00 31.31 2.30 63 C0610 94 MSS 1 -14.66 653.76 0.00 44 CASE 2 002.54 44 WS 3 1.41 2)].36 2105.57 0.00 467.52 35.76 44119.6) •IO].13 0 ]l9.lf 4 W! 5 ] 44 WE 6 1.01-146.43-1461.24 0.00-164.60 -i4.15 TAYLOR 6 OAIMA PHR 15 PRMMN: BTAPP/PILE: \P.Tklrq\p5k101. NH NON NIMORIAL HOSPITAL, UNIT: EIPS-TMCHIO SING REACTION !DICES AT MMLIM (AT MCN C01046 LIMI VMMA AIM IN TM LOCAL CMROIMT! SYSTEM 0! TIE FRAME SRAM ID .... /TIR!! 0111CIGOL COL OUTPUT FOILS FORCE PORCI 60E17 MOER MINI ID ID .TV s AIaM-Y AILM-F AWR-IZ AFOR- AWIR-u 15 CASE 6 179.91 331.31 1016.66 154.45 125.90 12n4 5 WB 46 W6 1 ▪ CUM 3 16 WE 4 1▪ 6 WE 4 16 CRR 7 II • 66 CASE 9 16 CME10 67 CIA! 1 67 W! 2 47 CASE 3 ▪ ] CASE 4] WE 5 87 CUM AM CASE 7 1] CASE 6 4] WS 9 47 0SC10 8▪ 8 6 Y 4 W ▪ CASE ▪ e WE 6 1111 W!] O a CAS! 1 114 MAI9 ▪ Wll0 69 CASE 69 CI 3 42 69 CASE 5 62 5 89 CASE ▪ 9 W6 7 43 WE 1 377.] -110.66 500.13 312.23 -111.06 531.2i 30.11 -31a.91 06.04 333.07 -262.52 -149.55 459.o -113.67 -156.02 40c51 16 508.0 369.36 449.04 310.11 140.25 a6].49 -196.31 140.]5 267.39 -103.]0 09.7E 9.36 34.45 29.90 21.14 16.93 47 66 57.41 415.66 16 423.96 1264.17 -954.21 725.92 -116.13 134.06 -121.34 246.11 l]].16 420.44 723.39 -109.41 70.55 u3.55 416.66 6.v -a59.35 466.38 744.02 171.E '169.45 16i6.76 -1300.i1 1062 02 1203.46 1664.0 1751.05 11 409.0 1411.21 1303..]9 263.86 1442.0 -195.1E -673.94 437.0 .54 -310.77 -]59.60 -1]3.61 3004.24 103117 1473.13 1436.20 1124.33 1359.35 u].54 693.62 424.07 44 4a00.74 as1.40 2173.34 162 210 1>u.4] 3343.41 115).49 604.35 572.97 1494.93 4344.81 4942.60 1421141115.0 0270 3505.75 427.13 522.72 -510.06 770.01 445.60 -a64.]] 0.00 0.00 0.00 -144.46 -1a].44 10074 911.1E -669.4E 151.40 654.44 346.01 110.04 24144 15 .1a 250.47 -1.63 '6.14 14.6] 14.67 1.43 n6.56 ]1 75.39 145.01 3110 12.3] 4.34 1130 15.15 L27o TAYLOR 5 GAINES PAGE 16 .STABS/PIL6:\parklrg\parkln]I.6UM b CR IpICSHORIAL HOSPITAL. UNIT: KIPS-IBOW SHEAR MALL STRUCTURE DESIGNED BY UBC 99 PILE IPq: PAN83140.DAT /1"` nun AUCTION FORCES AT PAS6LIN6 RAT EACH COLUMN LIHPI VALVE ARE IN TIM LOCAL CWSDIUTE SYSTEM OP THE EMIR FPA16 Ta ... /THREE DIINRSIOUL COL OUTPUT FORCE FORCE FORCE MOMENT MOMENT MaMENT ID ID ALONG-2 ALGq-E AE]IR-a] A ▪ 9 WE 9 44.31 966.38 -40 ]1 -3.58 49 WE10-1]1.1] 90 CASE 1 00 W6 ] -Oe.50 90 WE 3 415.12 90 WE 4 276.07 la CASE -243.54 90 CASE 6 94 CASE 7 363.59 90 CASE 6 64 90 CASE 9 -164.02 90 0.11610 124.1E 01 CASE 91 WE 1 3 11 CASE 91 SEE 4 901E1 W 91 CASE 91 W6 9 91 G6610 92 CASS 1 92 GEE 2 22 12CASE4 42 WE 5 92 n E 7 92 CASE O f Wag 12 DB510 -168.31 445.81 141.45 -13 11 345.42 261.46 101.46 329,91 165,45 38.78 45.)9 49.a 19.16 26.26 121.05 110.19 47.82 44.04 14.59 705.53 712.12 .16 2202.95 -161415 2816.E 1911.67 19.96 442.13 571.99 1059.32 47.011 e )9.11 113.12 417.41 605.24 46.11 06 1. 4119.02 617.25 1132.46 -56.10 m ▪ CET 662.6E 1206.43 2413.13 3303.92 3555.] 1569.30 1317.94 2114.29 ]169 65 771.40 520 04 5n.57 .57 -125,42 446.21 537.21 -107.55 903.61 11u.46 2722.47 LL1 f1 1700.43 4694.41 407.76 231.78 T)6.43 424.46 71]. 57 401.02 -600.45 -]69. 10 -446.57 1033.51 930.49 19.91 122.40 771.63 •.54 -143.72 .149,90 512.10 110,11 461.04 221.9E ]17.4l 296.04 354.26 355.44 162.55 225.42 77.91 ]6.1 76.]l Z9,]1 -15.49 -5,6] 16.11 /44 19.2E 9.12 14.22 93 CASS 1 1546.911 144.44 B) 53 WCASS ) )447.44 4070.11 1 u1 e 441.01 9] CVB 5-199.54 4).l] 1519.01-]]].5f194.34 93 EASE 6-144.40 41.4E -494.19 1140.24 -200.01 151.41 1 91 WB 4 102.69 55.47 1714.80 2405.01 579.12 140.12 93 CASS 9 -424.74 )0. 56 f06 ).11 751.41 -150.69 19. )5 TAYLOR • GAINES PAGE la PR00RAM: E'ZA59/ FILE: \parkiig\ W rklnl1.5LM HOSPITAL. 000?: NYPS-IN008 MW MALL STRUCTURE 8 8 1/110-97 PILE NAM: 0AUIM9.UT FRAME REACTION FORCES AT !AMINE RAT EACH COLON LIRI VALUES ARS IN TRe LmA1 0Y0R01UT6 SYSTEM OF THE FRNO /THREE DIMENSIONAL COL OVIM PORCH FORCE FORCE MEM MOMENT MOMENT ID ID11IMJ-1 AI.CMJ-Y *1060 6 ABOUT-U AEIIR-YY ABGIT-6i 104 CASE 1 104 CASE 1 75.85 6,55 -16.61 104 CASE 1•.)9 574.33 49.92 143.63 27.01 104 CASS 5 104 CASE 6-14.51 -297.14 -47,27 129.77 104 CASS 667.25 49.23 561.1E 74.76 69,13 25,52 104 CASE 9 16.61 104 W410 105 CASS 1 142 114 CAS1 105 CASE 4 101 CASE 105 CASE 7 105 CASE 105 CASE 9 105 W610 106 CASE 1 106 CASE 2 104 WE 1 106 CASE 4 106 CASE 5 106 We 106 ARE 7 106 CASE I 4 CASE 9 104 CA5E10 10] W 107107 CASE 3 107 CAME 5 107 WE 107 CASS 7 107 CASE 8 107 CASS 9 107 W610 106 CABS 1 10.10 9] 12.01 91 13.29 164.18 109.60 124.10 17477 105.44 5.03 142.03 165.11 159.16 -119.94 -151.9E 6.1] 1)0.51 ]1,64 416.47 9.05 207.02 -434.41 -0.)4 111.04 121.01 .11.01 ]'.19 414.40 300,]l 0.99 161 15 160.94 846.30 9991.17 .01 740.22 -312n1 -447.65 407.06 1364.72 1414.90 1115.44 .55 215.]9 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 37.73 616.16 793.45 731.64 571.97 .1 546.46 415.04 510.04 154.5 101.06 -47 4.46 51 5] 1175.07 103.14 1101.94 730./1 TAYLOR L GAINES PAO. 17 • R.T11TA .666/TIL6: \ parking \parklrgl, PAN 60*0 N®G 6IA1 HOSPITAL. WILT: NI14-060,16E SHEAR WALL STRUCTURE O861GN= BY INS-97 PILE Ma: PARAIIO.OAT FRAME REACTION FORCES AT BASELINE RAT EALTI COLUIN LINER VALUES ARE IN T10 LOCH. COORDINATE SYSTEM OF THE PRAMS FPNI6 ID .... /THREE OIMURIONAL COL OVIPUT 4O614 FORCE FORCE 1.39IENT MORIN NOME} ID ALONG-R ARAM]-Y AUN9-Z I:BOVI'-El ABPR-papa AIMR-SZ 93 W81 94 W 94 WE 94 CASE 94 CASE 14 C 94 SS 94 WE 94 CASE 94 CASS 94 WI] 95 CASA 95 CASE 95 CASS 95 USE 95 9s CASE 95 CASS 95 CASE 95 W6 95 0111111 99 CAR 99 CASS 99 CAMS 11 CASS 9f WE 99 91 CASS GR ft W] 99 W61 100 CASE 0 W6 100 CAR 100 CASs 100100 W6 100 W6 100 CASS 100 CASE 100 CASE1 1)4,46 424.84 130.56 111.15 • .• 74 69.6E 7.41 1],l] 71.30 65.19 `5.)0 -55,16 190.6161 1]a a1 31.11 101.06 1.41 40.43 1.5 ]7.54 1.55 l5.]5 15],56 154,40 ]],5l n 96.59 34,1] 2645 50.65 33.60 1.03 6,1 ]11.19 1 -44.44 e] 5 50.45 Sv,45 4.46 7.20 4.41 1.21 44 1450.59 2144.70 1146.79 439.2E 441.14 1544.40 1l9].41 172.10 141.01 944.94 321551 2101.03 1140.4] 1734.92 56],1l 232.27 541.40 1026.45 1555.90 -555.78 11l)na -6N.01 204.34 214,60 1030.93 1.11 1a9.64 961.]] 65.1 -475.10 2541.33 1914.13 5]ll. T1 5371.31 2363.60 05.1n 3445.26 1134.36 911.]6 1147.45 277. a 775.91 815.41 44.31 0.45 11.14 40.2E 95.66 -)14.14 144.07 474.32 -41.43 231.43 ].6]7 5.1] 113.56 414.36 ]44.56 -114.02 317.74 -110.79 51.5 61 112.71 1]1.11 -115.]9 -454.T9 1301.41 au.14 n.69 1 751.1 0.00 0.00 0,00 0.00 44,01 ]],40 294.72 105.10 202.71 211.15 ]1.f1 11.49 16.71 .20 14.95 1s.51 141,01 1.45.40 41.1E 101.91 100.97 27.05 TAYLOR 6 GAINES PAGE 19 a1'AB6/PILE: \P6rkl H MAO !HER BAL HOSPITAL, UM R B-IN0P • W REAR WALL RRCTURS 0510Hd BY UEC-99 PILE NAME: PAUINS.EAT PRAMS REACTION FORCES AT U61LI112 RAT EACH COLON LIRI VALOR AU IN TO LOCAI. 0N0I0T9 RS'1904 OF THE FRAME UM0 ID .... /TASE DI4 0045L \porkingl.PN COL OUTPUT FORCE NOR= LOUR MOMENT IGNF] MOMENT ION 1 AIAIO-Y AI.fY),I A9MN-U AYN1T-W IEW}-U 104 CASS 233.60S.SI -0.69 108 WE 114.61 1144.26 44.40 1].1) 106 CASS 156.20 1070.07 13.46 41.10 14.11 106 04! 101 CASE 115.44 66.14 1041.94 41.17 41.64 14.71 106 CASE , 108 W -10.]] +]L. fi-640,22 108 WB1 -0].04-104.52-544.01 m CASS 1101 U66 109 CAR 109 CASS CABS 101 WE 109 n 109 Ca a 109 109 GSE61 110 CASS 110 CASE 110 CASS 110 G86 110 CASE 110 W6 110 W6 110 CASE 110 We 110 ev 111III CASE 111 W 111 CASS 111 CASE ill CAVE 111 COBS 111 CASS 111 CASS 111 CAR1 112 CASE 114 CASE 10,51 101.14 195.96 91.]1 161,6] ].59 09,51 n.11 11.11 .10 41.54 15.14 1405 15,55 13.72 1],U ]5 4,95 -1.90 47.21 61,0E .40 s1.11 95.51 44.24 -43.24 R.54 1,60 113 61 160.72 141.20 -124.]4 406 )6 141.11 -11.55 172.41 141.9] 501.51 305.47 446.45 340.32 -96. 11 111.47 9l),41 1016.61 -514 81 4444.44 215.47 40.54 25450 -311.42 -)U.34 au4 331.00 304.15 174.11 ]16 1] 37 191.42 15,40 114,61 116.30 111.79 131.24 -101,1] 40.65 19.5] 16.40 0.00 O .00 0,00 0.00 O .00 0.00 0.00 0.00 0.00 0.00 1,57 41.17 ]5.01 47.21 .O7 27.07 45 95 ss.10 64.60 ]4 ]9.11 1,9] 1.40 0.74 l.11 0.55 0.72 Z27y PRMPAM: RASE/ I I LS: \ park Nw MEMORIAL HOSPITAL. OCT: IMPS -INCHES RIV.R WALL STRUCTURE DESIGNED BY IIBC-97 PILE NAA, PM/BIM. DA / sRAA REACTION FORCES AT BASELINE MAT EACH COLUMN LINE) /ALV6S ARE IN 766 LOCAL RMRDINATE SYSTEM OF TIE PRAI6 POSE ID . /TMRLE DIANSIIXUL PAGE 20 Ig\GA[kllgl. SUM TAYLO6 6 MINAS PAGE 21 P9MSAM: STABR/PILE: \p[k1nl\p,okleg I.319 IIW MMORIAL NW91TA4. OMIT: KIPS-IMGM! SMEAR MALL STRUCTURE DESIGNED BY LAC-97 PILE WAS: PAe1KING.DAT MANS REACTION FORCES AT BASELINE IAT V.q COLUMN LIMO VALUES ARE IN WE LOGY. COORDINATE SY31e9 or 7N6 MA9E PRAM ID . . . . /'MRCS DIMENSIONAL COL OUTPUT FORCE FORCE FORCE MONIST MOMENT COL OUTPUT ID 99 10 A10-F ALONU-Y ALUM -2 AMT-kA AWUS -TY AMR-21 1 112 CARE 3 1112 CASE 4 116 CASE 1227.39 17.01 6 CASA -10.95 114 CASE 112 WL 6 `5]. 11 -i 1, 6]-712.59 -f l.l6 -li .IS -6.f9 116 WE 112 CASE 7 11.59 571.24 62.i0 29.e] 12.30 116 CAPS 112 CASE 5 61.54 10,6E 1140.66 94.99 15.P1 6.]6 116 CASE 112 CASE 9 -120.33 -21.56-163.79 -l6.fl -]].O1 -ll.)5 116 CASEl 112 W610 -56.]0 -61. 6]-713.21 112 CASE 1 111 CASE 2 112 W 113113 CAS4 113 /12 CASf 113 W6 9 112 CASE 9 111 W010 114 CASE 1 114 we 2 114114 CASE 4 114 CASE 5 114 CASE 114 CASE 6 114 CAM 9 114 wsl0 115 w6 1 115 CASE 2 MS w6 l 115 CASE 4 115 CASE 5 115 CA• S0 115 CASE 4 115 CASE 916 • W 116 wet 116 w6 2 116 CASE 3 70 92 a.s 33.59 26.1E 16,] 15.05 16a6 161.65 149.66 ;l n -517.47 9.62 sa. 0 m.34 -447 90 0.74 125.52 167.44 o.03 -l.0 141.43 122.19 29.e5 ie. e] 272.34 15.1E 73.e2 423.77 5.1E -25.0231.5 20.21 25.02 231.20 12,51 SA2,6343 3.11 -ss,se-le],S4 6.33 9.6E 44.92 163.16 26 71 -20.l 2f.0 15.5E 17.42 0.61 17.55 91 12 109.92 44.76 101.40 -T.21 9.65 21.17 44.14 ]2.99 2T,0 31.49 0.00 0.00 0.00 0.59 1.05 15 13.0E 22.43 11.29 929 -9.35 0.00 55.50 14.49 12. 55 15,39 2.44 2.2S. 1.23 165 2.12 19.2E 20.44 TAYI.R 3 0A1NE6 PAGE 22 PROIRA14:6TA6/PILE: \p1:kl9g\p6k1rg1. EOM MOM 20640R1AL HOSPITAL, UNIT: SRAM REACTION PoRw AT BASELINE TAT BACA COLUMN LIRI VALUES ARE IN TA LOW. COORDINATE RYSTOM OP THE MAME COL OUTPUT YMCA FORCE FORCE NORMS SINES AIET ID ID ALCW-R AIPItl-Y ACGtl-L AWUT-32 AWR Y2 AMR-SL 120 CASE 5 120 CASE 6-19.1 0,09-150.00 120 CASE ] 144 22 0.00 120 CASE 0 222.02 120 CASE 9 0 .00 120 093010 -19. ]] -0. 10-151.20 0,00 117 case 117 W6 ] W6 • WE 117 WE 117 W0 117 117 We 117 CASE 117 CASE lle CASE lid WE lie W6 11CASE 0 W6 114 WE III W6 114 W 116 W6 v WEcum 119 CASE 116 cum II. an 119 CASE 114 WE 114 WE 119 CASE • ass ILA cum aWs ids can 120 W6 120 CASE FORCE FORCE FORCE MOMENT WV901T WMENT NEWT- W A6.MT-2 26,2E 0,95 206.0E 19.31 i.55 -16.27 09 1 ]. 34 -2.16 0.00 36.6E 0.6E 149.03 16.e7 0.00 90.9 15.0 -0.20 45 e.e 134.25 13.01 ].)5 3.42 47.41 566.09 103.23 44.40 25.92 45.72 62.15 621.ee 14.20 33.97 18.23 -sn 6a-171.20 61. of nlss 11n3 11.1E 11.1E -43.79-323.05 -90.56 -10.01 -16.0] 0.73 27.3E 205.19 .fl37.da 242.32 36.66 f5.69 625.72 S3.91 5,1t 31.11 31.95 43.00 404.32 65.1E 50.0E 14.57 -20.6-If6.69 -5.61 -li.ff 2I.15 1.f0 -173.09 34.17 511.31 42.55 43.13 20.12 504.91 23.ls 'sa -220.43 a3 ws -6a 10 -1513 0.03 u.]f -6.w 0.00 0.09 )9,90 ll,]9 0.00 0,00 0.1E "a.9E -o.if 0.00 0.00 10.45 0.51 294.47 14.71 0.00 0.00 0T 0.00 -0. 9 0.03 59.41 -1.36 0.0 0.0 32,0E 0.0e 159.51 e.49 0.00 0.000 TAYLOR 6 992903 ems Ja PROSMM:6TA66/PIL6: \p6k1Ug\prk1Ug1. NM HMO MEMORIAL NO9PITA1. OMIT: NIPS-IMOUR9 SHEAR VAAL STRUCTURE O06IOM1O SY OBC-91 PILI WA. PAM1MO,DAT MAMMON OF TWO ESACTION FORME AT SARLIMR VALUES AR IN T66 LOCAL CYpA9AR R01HM OF TR nuns CRAPS 10 .... /'MESS 01.11019ION AL N 9 OUTPUTI AIAMJ-1 AIAMJ-Y AI.CBO- OMR GVA-1051.92 -99.50 15252.47 CASE 11115.94 2503.766]]5,15 W6 0956-1349.05-5507.39 19415.16 CASE 10470.50 E 4503.75 5434. CAS1 30540.51 CASE w61 v9sl.Ts-ssn.ef ue65.66