ML18031A393

Forwards Responses to NRC Questions Re Small Bore Pipe. Twelve Oversize Drawings Encl,Including Three Illegible. Aperture Cards Are Available in PDR

ML18031A393
Person / Time
Site:	Susquehanna
Issue date:	09/15/1982
From:	CURTIS N W PENNSYLVANIA POWER & LIGHT CO.
To:	SCHWENCER A Office of Nuclear Reactor Regulation
Shared Package
ML17139B017	List: ML17139B016 ML17139B018 ML17139B019 ML17139B020 ML17139B021 ML17139B022 ML17139B023 ML18031A393 ML18031A394 ML18031A395
References
PLA-1298, NUDOCS 8209200228
Download: ML18031A393 (906)

Text

{{#Wiki_filter:REGULATORY NFOR TION DISTRIBUTION SYSTEM (IDS)AOCE',SSEON NBR;8209200228 DOCB ATEe 82/09/15 NOTARI D: N DOCKET¹FACIL:50 387 Susquehanna Steam Electric Stationi Unit if Pennsylva 05000387'AUTH~NAME AUTHOR AFFILIATION CURTISiN~li, Pennsyl,vania Power L Light Co+'RECIP~NAME RECIPIENT AFFILIATION SCHKENCERgA ~Licensing Branch 2

SUBJECT:

forwards nesfonses:to NRC questions re ssaii bore~pe, Twelve oversize drawings.encl r including three i l 1 egibl e+Aperture cards arie avai l abl e in PDR~DISTRIBUTION CODE: 800>S COPIES'RECEIVED:LTR .ENCL Q SIZE:,~~TITLE: Licensing Submittal: PSAR/FSAR Amdts L Related Correspondence NOTES: Gt~%qqe h~a~C RECIPIENT ID CODE/NAME NRA/DL/ADL NRR L82 LA INTERNAL: ELD/HOSE IE/DEP EPOS'35 NRR/DE/AEAB NRR/DE/EQB 13 NRR/DE/HGEB 30 NRR/DE/MTEB 17 NRR/DE/SAB 2Q NRR/DHFS/HFE840 NRR/DHFS/OLB 3Q NRR/DS I/AE8 26 NRR/DSI/CPB 10 NRR/DS I/ETSB 12 NRR/DS I/PSB 19/RSB 23 REG: oIl/MIB>COPIES LTTR ENCL 1 0 1"0 1 0 1 1 1 1 1 1 1 1 1 1 1 0 RECIPIENT ID.CODE/NAME NRR L82 BC PERCHiR~01 IE FILE IE/DEP/EPLB 36 NRR/DE/CEB 11 NRR/DE/GB 28 NRR/DE/MEB 18 NRR/DE/QAB 21 NRR/DE/SEB 25 NRR/DHFS/LQB 32 NRR/DHFS/PTR820 NRR/DSI/ASB 27 NRR/DS I/CSB 09 NRR/DSI/ICSB 16 NRR/DS I/RA 8 22 NRR/DST/LGB 33 RGN1 COPIES LTTR, ENCL 1 0 1 1 1 I 3 1 2 1 1 1 1 1 1 1 1 1 1 2 EXTERNAL: ACRS 41 DMB/DSS (AMDTS)LPDR 05 NSIC 05 10 l 2 2 1 BNL(AMDTS ONLY),1 FEMAeeREP DIV 39 1 NRC PDR 02".1 1 NTIS 1 1 TOTAL NUMBER OF COPIES REQUIRED: LTTR 60 ENCL ~0 Pennsylvania Power 8 Light Company Two North Ninth Street~Allentown, PA 18101~215/770.5151 Norman W.Curtis Vice President-Engineering 4 Construction-Nuclear 215/770-5381 SEp y5 1982 Mr.A.Schwencer, Chief Licensing Branch No.2 U.S.Nuclear Regulatory Commission Washington, D.C.20555 SUSQUEHANNA STEAM ELECTRIC STATION SMALL BORE PIPE QUESTIONS ER 100450 FILE 285 PLA-1298 Docket No.50-387

Dear Mr.Schwencer:

Attached are the responses to questions received from your staff during-telephone conversations. If you have any additional-questions please contact us.Very truly yours, N.W.Curtis Vice President-Engineering CTC/mks Attachment &Construction-Nuclear cc: R.L.Perch-NRC D.5 8209200228 820915 PDR ADOCK 05000387 P PDR ==-ELEMENT DATA TITLE SP-HCB-108 LINE PROJECT NUMBER: 8856 PROBLEM NUMBER: 5280 USER J.AB I SAMRA LOAD CASES: SEIS01 ME 101/I2 DATE 040182 PAGE 93 ELEMENT TYPE/TITLE FROM TO MATERIAL ELEMENT LENGTH (FT)PIPE WAI L E DIAM THICK (IN)(IN)(PSI)MU (WEIGHT UNIF DENS WEIGHT LB/IN3)(LB/FT)PRESS (PSI CODE AND CLASS BEND ANGLE RAD (FT)(DEG)5 10 TNGT 10 15 TNGT 15 20 TNGT 20 25 TNGT 25 30 TNGT 30 35 TNGT 35 40 TNGT SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 .41 1.23.88.36.36.60.65 1.31 1.31 1.31 1~31 1.31 1.31 1.31.133.133.133.133.133.133.133.283+08.283+08.283+08.283+08.283+08.283408.283+08.30.30.30.30.30.30.30.00000.00000.00000.00000.00000.00000.00000 2.750 2.750 2.750 2.750 2.750 2.750 2.750 0.0.0.0.0.0.0.SC374 SC374 SC374 SC374 SC374 SC374 SC374 20 45 B 45 E 50 55 60 65 70 75 80 B 80 E 85 90 95 100 B 100 E 105 110 115 120 B 120 E 125 130 130A 135 135A 45 B TNGT 45 E BEND 50 TNGT 55 TNGT 60 TNGT 65 TNGT 70 TNGT 75 TNGT 80 B TNGT 80 E BEND 85 TNGT 90 TNGT 95 TNGT 100 B TNGT 100 E BEND 105 TNGT 1 10 TNGT 115 TNGT 120 B TNGT 120 E BEND 125 TNGT 130 TNGT 130A TNGT 135 TNGT 135A TNGT 137 TNGT SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376"TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 1.12.65.19 1.06 1.50.25.82 1.01.34.65.25 2.50 1.58.50.65.65.43.51 1.82.65 1.58.40 1.58 1.58 1.58 1.58 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31.133.283+08.133.283+08 133 283+08.133.283+08.133~283408.133.283+08.133.283+08.133, 283+08.133)283408.133,'83+08 .133'83008.133.283+08.133.283+08.133.283+08.133.283+08.133.283%08.133.283408.133~283+08.133.283+08.133.283408.133.283+08.133.283+08.133.283+08.133'283+08.133.283+08.133.283+08.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2.417 90.000.4 17 90.000.417 90.000.417 90.000 137 138 TNGT 137 140 TNGT 140 140A TNGT 140A 145 TNGT SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 .92 1.33 2.00 2.00 1.31 1.31 1.31 1.31 133.133.133.133 283+08 283408 283+08 283+08.30.30.30.30 2.750 2.750 2.750 2.750 0.0.0.0.SC374 SC374 SC374 SC374 145 145A TNGT 145A 150 TNGT 82092t)()228 SA376-TP304 SA376-TP304 3.06 3.06 1.31 1.31.133.283+08.133 i.283+08.30.30 2.750 2.750 0.0.SC374 SC374

ELEMENT DATA ME 101/I2 DATE 040182 PAGE 94 ELEMENT FROM TD TYPE/TITLE MATERIAL ELEMENT LENGTH (FT)PIPE DIAM (IN)WALL E MU WEIGHT UNIF THICK DENS WEIGHT (IN)(PSI)(LB/IN3)(LB/FT)PRESS (rSI)CODE AND CLASS BEND ANGLE RAD (FT).(DEG)150 155 160 165 170 175 180 B 180 E 185 185A 190 190A 195 200 205 205A 210 210A 215 215A 220 225 B 225 E 230 230A 235 235A 240 245 250 255 B 255 E 260 265 B 265 E 270 275 280 285 290 290A 295 300 305 310 B 310 E 315 320 B 320 E 155 160 165 170 175 180 B 180 E 185 185A 190 190A 195 200 205 205A 210 210A 215 215A 220 225 B 225 E 230 230A 235 235A 240 245 250 255 B 255 E 260 265 B 265 E 270 275 280 285 290 290A 295 300 305 310 B 310 E 315 320 8 320 E 500 TNGT TNGT TNGT TNGT TNGT TNGT BEND TNGT TNGT TNGT TNGT TNGT TNGT TNGT TNGT TNGT TNGT TNGT TNGT TNGT TNGT BEND TNGT TNGT TNGT TNGT TNGT TNGT TNGT TNGT BEND TNGT TNGT BEND TNGT TNGT TNGT TNGT TNGT TNGT TNGT TNGT TNGT TNGT BEND TNGT TNGT BEND TNGT SA376-TP304 SA376"TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376"TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376"TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 .42 2.42 2.94.23.27.99.33 4.04$.92 1.92 2.09 2.09.83.75 1.65 1.65 2.32 2.32 3.25 3'5 2.06.65 2.58 2.98 2.98 3.01 3.01 3.00.53 1.14.65.33 4.10.33 1.21 1.60 4.90.58.23 2.44 2.44.77.44.08.65.83.65.75 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.3t 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31.1.31.133.133.133.133.133.133.133.133.133.133.133.133.133.133.133.133.133.133.133.133.133.133.133.133.133.133.133.133.133.133.133.133.133.133.133.133.133.133.133.133.133.133.133.133.133.133.133.133.133.283408.283408.283+08.283408.283408.283+08.283408.283+08.283+08.283+08.283+08.283+08.283+08.283+08.283408.283+08.283+08.283408.283008.283408.283408.283+08.283+08.283408.283408.283+08.283+08.283408.283408.283+08.283+08.283+08.283+08.283408.283+08.283408.283+08.283+08.283408.283+08.283+08.283+08.283+08.283+08.283+08.283+08.283+08.283+08.283+08.30.00000.30.00000.30.00000.30.00000.30.00000.30.00000.30.00000.30.00000.30.00000.30.00000.30.00000.30.00000.30.00000.30.00000.30.00000.30.00000.30.00000.30.00000.30.00000.30.00000.30.00000.30.00000.30.00000.30.00000.30.00000.30.00000.30.00000.30.00000.30.00000.30.00000.30.00000.30.00000.30.00000.30.00000.30.00000.30.00000.30.00000.30.00000.30;00000.30.00000.30.00000.30.00000.30.00000.30.00000.30.00000.30.00000.30.00000.30.00000.30.00000 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2'.750 2.750 2.750 2.750 2.750 2;750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2'50 2.750 2.750 2.750 2.750 2.750 2.750 0.0.0.0 0.0.SC374 SC374 SC374 SC374 SC374 SC374 0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.O.0.0.0.0.0.0.0.SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 0.SC374 0.SC374 0.'SC374 0.SC374'.4 17 45.000.417 90.000.417 90.000.417 45.000.417 90.000.417 90.000 RESTRAINT DESCRIPTION TITLE SP-HCB-108 LINE PROJECT NUMBER: 8856 PROBLEM NUMBER: 5280 USER J.AB I SAMRA LOAD CASES: SEIS01 ME 101/I2 DATE 040182 PAGE 95 POINT TYPE TITLE AXIS DIRECTION COSINES OF RESTRAINT TRANSLATIONAL FLEXIBILITY TORSIONAL FLEXIBILITY X Y 2 (IN/LB)(RAD/LB-IN) 5 ANCH 5 ANCH 5 ANCH 25 RAD 50 RAD 65 RAD 65 RAD 85 RAD 85 RAD 95 RAD 105 RAD 115 RAD 115 RAD 130 RAD 130 RAD 135 RAD 135 RAD 140 RAD 140 RAD 145 ANCH 145 ANCH 145 ANCH 150 RAD 150 RAD 160 RAD.1 70 RAD 185 RAD 185 RAD 190 RAD 190 RAD 195 RA 0.3908.0000 1.0000.0000 1.0000.0000 1.0000.0000 1.0000 1.0000.0000 1.0000.0000 1.0000.0000 1.0000 1.0000 1.0000.0000 1.0000.0000 1.0000.0000 1.0000 1.0000 1.0000.0000 1.0000.0000.0000.OOOO 1.0000.9205.0000 1.0000.OOOO 1.0000 1.OOOO 1..0000.OOOO.0000 1.OOOO.OOOO 1.0000 1.0000 1.OOOO.0000 1.0000.0000 1.0000.000000000000 .000000000000 .000000000000 .000000000000 .000000000000 .000000000000 .000000000000 .000000000000 .000000000000 .000000000000 .000000000000 .000000000000 .000000000000 .000000000000

195 205 205 210 210 215 215 220 220 RESTRAINT DESCRIPTION RAD RAD RAD RAD RAD RAD RAD RAD RAD 1.0000 1.OOOO 1.OOOO 1.0000.0000.0000 1.0000.0000 1.0000 1.0000 1.0000 1.0000.0000.OOOO ME 101/I2.000000000000 .000000000000 .000000000000 .000000OQOOOO DATE 040182 PAGE 96 230 230 235 235 240 240 250 250 260 260 275 275 290 290 295 295 305 500 500 500 RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD ANCH ANCH ANCH-A--B--C 1.0000.0000.0000.OOOO 1.0000.0000 1.OOOO.0000 1.0000.0000 1.0000.0000.0000 1.0000.0000 1.0000.OOOO 1.0000 1.0000 1.0000.0000.0000.0000 1.0000.OOOO 1.0000.OOOO 1.0000.OOOO 1.0000.0000 1.OOOO.OOOO 1.0000.0000 1.0000.0000.0000 1.0000.000000000000 .000000000000 .000000000000 .000000000000

DESCRIPTION OF LOAD SEIS01 TITLE SP"HCB-108 LINE PROJECT NUMBER: 8856 PROBLEM NUMBER: 5280 USER J.ABI SAMRA LOAD CASES: SEIS01 ME 101/I2 DATE 040182 PAGE 97 SEISMIC RESPONSE SPECTRA ANALYSIS: TITLE OF SPECTRA TYPE OF INTERPOLATION MAXIMUM NUMBER OF MODES MINIMUM PERIOD EIGENVALUE EXTRACTION FLAG MODAL SYNTHESIS OPTION COEFFICIENT DETERMINANT SEARCH OR SUBSPACE ITERATION. X+Y+Z.LOCAL AND GLOBAL FORCE SUPERPOSITION. ENVELOPE OF QBERBC719 3 LOGARITHMIC, FREQUENCY-AMPLITUDE. 35.010 3 4 SRSS DIRECTION OF SPECTRA: X DIRECTION OF SPECTRA: Y DIRECTION OF SPECTRA: Z FREQUENCY (CPS)PERIOD (SEC)ACCEL.(G)FREQUENCY (CPS)PERIOD*ACCEL.(SEC)(G)FREQUENCY (C1 S)PERIOD (SEC)ACCEL.(G).1000.9200 1.7000 2.2500 2.3000 2.3500 2.5000 2.8000 4.2000 4.3000 5.5000 5.7000 6.3000 7.3000 12.0000 13.2000 14.0000 15.0000 20.0000 24.0000 25.0000 26.0000 27.2000 28.0000 28.9000 33.9500 10.0000 1.0870.5882 ,4444.4348.4255.4000.3571.2381.2326.1818.1754.1587.1370.0833.0758.0714.0667.0500.0417.0400.0385.0368.0357.0346.0295.000.449.973 1.225 1.630 2.345 2.345 5.360 5.360 4.981 1.609 1.665 2.563 4.850 4.850 2.760 2.070 2.070 1.175 1.020.869.780.780.661.610.404.1000.1150.4000 3.5000 3.8000 4.3000 5.1000 5.8000 6.8000 6.9000 10.5000 12.OOOO 12.5000 19.8000 20.8300 23.0000 25.0000 28.0000 30.OOOO 31.0000 32.0000 33.0000 34.0000 100.0000 100.0010 100.0020 10.OOOO 8.6957 2.5000.2857.2632.2326..1961.1724.1471.1449.0952.0833.0800.0505.0480.0435.0400.0357.0333.0323.0313.0303.0294.0100.0100.0100.015.018.172.440.789 1.504 2.960 2.960 3.258 3.320 3.320 3.331 3.960 3.960 2.718 1.148 1.060 1.060.557.421.330.330.290.290.289.290.1000.8000 1.2900 2.1660 2.2500 2.3000 2.3500 2.7000 3.2000 F 8000 5.0000 5.7000 5.8500 6.7500 10.0000 11.0000 11.5000 12.2000 18.OOOO 19.2000 30.0000 35.0000 37.0000 100.0000 100.0010 100.0020 10.0000 1.2500.7752.4617.4444.4348.4255.3704.3125.2083.2000.1754.1709.1481.1000.0909.0870.0820.0556.0521.0333.0286.0270.0100.0100.0100.000.306.419.864 1.204 1.630 2.345 2.345 3.560 3.560 2.982 1.677 1.706 1.930 1.930 1.214 1.103 1.400 1.400.929.580.279.250.250.250.250 DESCRIPTION OF LOAD SEIS01 ME 101/I2 DATE 040182 PAGE 98 35.OOOO 100.0000 100.0010 100.0020 100.0030 100.0040 100.0050 100.0060 100.0070 100.0080 100.0090.0286.0100.0100.0100.0100.0100.0100.0100.0100.0100.0100.373.373.372.374.373.372.372.372.372.372.372 100.0030 100.0040 100.0050 100.0060 100.0070 100.0080 100.0090 100.0100 100.01 10 100.0120 100.0130.0100.0100.0100.0100.0100.0100.0100.0100.0'100.0100.0100.289.291.289.290.291.289.290.291.289.289.291 100.0030 100.0040 100.0050 100.0060 100.0070 100.0080 100.0090 100.0100 100.01 10 100.0120 100.0130.0100.0100.0100.0100.0100.0100.0100.0100.0100.0100.0100.250.250.250.250.250.250.250.250.250.250.250

)DIAGNOSTIC MESSAGE ANALYSIS TITLE SP-HCB-108 LINE PROJECT NUMBER: 8856 PROBLEM NUMBER: 5280 USER J.ABISAMRA LOAD CASES: eALLs ME 101/I 2 DATE 040182 PAGE 99 LEVEL TAG TO DIAGNOSTIC MESSAGE LOAD CASE(S): SEIS01+WRN++WRN++WRN+145 POINT IS ASSUMED TO BE AN INLINE ANCHOR.BANDWIDTH REDUCTION: 18 BAND.4 PASSES, 89 NODES, 1 START,.056 SEC.SUBSPACE ITERATION USED.SAP CORE SIZE~100 K

DIAGNOSTIC MESSAGE ANALYSIS ME 101/I2 DATE 040182 PAGE 100 I/TIME FOR ME101II INPTOO INPT10 TBLDMP INPT20 INPT30 6.134 14.280.000.173.035 CORE CHANGED FROM 55358 TO 48600 DECIMAL WORDS+++CHECKPOINT++<< INPT40 INPT50 INPT60 INPT70 INPT80 INPT90 TOTAL.009.105.031.398 2.393.032 23.591 I OXOT, K+ME 101.ME 10 1 I SEI 502<<*~ME 1011*~+ME 101 I/F EB05 CORE CHANGED FROM 42600 TO+++CORE CHANGED FROM 48600 TO CORE CHANGED FROM 78741 TO CORE CHANGED FROM 79253 TO CORE CHANGED FROM 48797 TO CORE CHANGED FROM 48600 TO CORE CHANGED FROM 51327 TO CORE CHANGED FROM 51585 TO 48600 DECIMAL WORDS 78741 DECIMAL WORDS 79253 DECIMAL WORDS 48797 DECIMAL WORDS 48600 DECIMAL WORDS 51327 DECIMAL WORDS 51585 DECIMAL WORDS 55358 DECIMAL WORDS RESTRAINT DESCRIPTION TITLE SP-HCB-t08 LINE PROJECT NUMBER: 8856 PROBLEM NUMBER: 5280 USER J.AB I SAMRA LOAD CASES: SEIS02 ME101/I2 DATE 040182 PAGE 101 POINT TYPE TITLE AXIS DIRECTION COSINES OF RESTRAINT TRANSLATIONAL FLEXIBILITY TORSIONAL FLEXIBILITY X Y Z (I W/LB)(RAD/LB-IN) 5 ANCH 5 ANCH 5 ANCH 25 RAD 50 RAD 65 RAD 65 RAD 85 RAD 85 RAD 95 RAD 105 RAD 115 RAD 115 RAD 130 RAD 130 RAD 135 RAD 135 RAD 140 RAD 140 RAD 145 ANCH 145 ANCH 145 ANCH 150 RAD 150 RAD 160 RAD 170 RAD 185 RAD 185 RA 0 190 RAD 190 RAD 195 RAD 1.0000.0000.3908 1.0000.0000 1.0000.0000 1.0000.0000 1.0000 1.0000.0000.0000 1.0000.0000.0000 1.0000.0000 1.OOOO.OOOO 1.0000.0000 1.0000.0000.0000 1.0000.OOOO.9205.0000 1.0000.0000 1.0000 1.0000 1.0000.0000 1.0000.0000.0000 1.0000 1.OOOO 1.0000.0000 1.0000.OOOO 1.OOOO.000000000000 .000000000000 .000000000000 .000000000000 .000000000000 .000000000000 .000000000000 .000000000000 .000000000000 .000000000000 .000000000000 .000000000000 .000000000000

RESTRAINT DESCRIPTION 195 RAD 205 RAD 205 RAD 210 RAD 210 RAD 215 RAD 215 RAD 220 RAD 220 RAD 230 RAD 230 RAD 235 RAD 235 RAD 240 RAD 240 RAD 250 RAD 250 RAD 260 RAD 260 RAD 275 RAD 275 RAD 290 RAD 290 RAD 295 RAD 295 RAD 305 RAD.0000 1.0000.0000 1.0000.0000 1.0000.0000 1.0000.0000.0000.0000 1.0000 1.0000.0000 1.0000 1.0000.OOOO.0000 1.0000.0000 1.OOOO 1.0000 1.0000 1.0000.0000 1.OOOO 1.0000.0000 1.0000 1.OOOO.0000.0000.0000 1.0000.0000.0000.0000 1.0000 1.0000.0000 1.0000.0000 1.0000 1.0000 1.0000.0000 1.0000 ME 101/I 2.000000000000 .000000000000 .000000000000 .000000000000 .000000000000 .000000000000 .000000000000 .000000000000 .000000000000 .000000000000 .000000000000 .000000000000 .000000000000 .000000000000 .000000000000 .000000000000 .000000000000 .000000000000 DATE 040182 PAGE 102 500 ANCH 500 ANCH 500 ANCH-A--S--C-1.0000.000000000000 DESCRIPTION OF LOAD SEIS02 ME 101/I2 DATE 040182 PAGE 103 TITLE SP-HCB" 108 PROJECT NUMBER: 8856 PROBLEM NUMBER: 5280 USER J.ABISAMRA LOAD CASES: SEIS02 LINE SEISMIC RESPONSE SPECTRA ANALYSIS: TITLE OF SPECTRA TYPE OF INTERPOLATION MAXIMUM NUMBER OF MODES MINIMUM PERIOD EIGENVALUE EXTRACTION FLAG: MODAL SYNTHESIS OPTION COEFFICIENT ENVELOPE OF SSERBC719 3 LOGARITHMIC, FREOUENCY-AMPLITUDE. 35.010 3 DETERMINANT SEARCH OR SUBSPACE ITERATION. 4,X+Y+Z LOCAL AND GLOBAL FORCE SUPERPOSITION. SRSS DIRECTION OF SPECTRA: X DIRECTION OF SPECTRA: Y DIRECTION OF SPECTRA: Z FREOUENCY (Cr S).1000.1200 1.2000 1.6700 1.7000.0000 2.5000 2.9000 4.3000 5.0000 5.3000 6.0000 7.2000 7.4000 12.0000 14.0000 14.5000 17.2000 22.0000 25.0000 28.0000 31.2500 43.0000 43.0010 43.0020 43.0030 PERIOD (SEC)10.0000 8.3333.8333.5988.5882.5000.4000.3448.2326.2000.1887.1667.1389.1351.0833.0714.0690.0581.0455.0400.0357.0320.0233.0233.0233.0233 ACCEL.(G).030.048.651.875.900 ,.990 2.170 2.790 2.790 1.561 1.601 1.921 3.480 3.640 3.640 1.857 1.660 1.174.860.860.576.473.473.473.473.473 FREOUENCY (Cr S).1000.1200.4000 1.2900 2.2000 2.7000 3.3000 3.5000 5.1000 6.7000 7.2000'l2.0000 12.5000 13.0000 19.2000 21.0000 23.0000 24.0000 25.0000 26.6600 28.OOOO 29.5000 32.5000 100.OOOO 100.0010 100.0020.PERIOD (SEC)10.0000 8.3333 2.5000.7752.4545.3704.3030.2857.1961.1493.1389.0833.0800.0769.0521.0476.0435.0417.0400.0375.0357.0339.0308.0100.0100.0100 ACCEL.(G).024.045.211.390.473.736 1.046 1.160 2.190 2.190 2.250 2.250 1.868 1.940 1.940 1.700.823.750".700.570.570.467.413.413.413.412 FREQUENCY (CPS).1000.1200.2330.5660.7500.9500.9800 1.2000 1.4500 1.6700 1.7000 2.0000 2.5000 2.8000 3.3000 4.8000 5.0000 5.3000 6.0000 8.8000 12.5000 14.0000 14.8000 18.0000 20.5000 23.3300 PERIOD (SEC)10.0000 8.3333 4.2918 1.7668 1.3333 1.0526 1.0204.8333.6897.5988.5882.5000.4000.3571.3030.2083.2000.1887.1667.1136.0800.0714.0676.0556.0488.0429 ACCEL.(G).030.043.126.259.304.373.383.471.694.875.900.990 2.170 2.170 2.310 2.310 1.868 1.601 1.685 1.685.913.860.780.780.610.610

DESCRIPTION OF LOAD=SEIS02 ME 101/I2 DATE 040182 PAGE 104 43.0040 43.0050 43.0060 43.0070.0233.473 0233 473.0233.473.0233.473 100.0030 100.0040 100.0050 100.0060.0100.0100.0100.0100.413.413.413.413 30.0000 31.2500 32.0000 100.0000.0333.0320.0313.0100.365.332.323.323 43.0080 43.0090 100.0010.0233.0233.0100.473.473.473 100.0070 100.0080 100.0090.0100.0100.0100.413.413.413 100.0010 100.0020 100.0030.0100.0100.0100~323.323.323

DIAGNOSTIC MESSAGE ANALYSIS TITLE SP-HCB-108 LINE PROJECT NUMBER: 8856 PROBLEM NUMBER: 5280 USER J.AB I SAMRA LOAD CASES:%ALL>>ME'I01/I 2 DATE 040182 PAGE 105 LEVEL TAG TO DIAGNOSTIC MESSAGE LOAD CASE(S): SEIS02+WRN++WRN++WRN+145 POINT IS ASSUMED TO BE AN INLINE ANCHOR.BANDWIDTH REDUCTION: 18 BAND, 4 PASSES, 89 NODES, 1 START,.057 SEC.SUBSPACE ITERATION USED.SAP CORE SIZE~100 K DIAGNOSTIC MESSAGE ANALYSIS ME 101/I2 DATE 040182 PAGE 106 I/TIME FOR ME101IA'NPTOO INPT10 TBLDMP INPT20 INPT30 INPT40 INPT50 INPT60 INPT70 INPTBO 6.128 11.270.000.174.035.009.105.031.410.766 CORE CHANGED FROM 55358 TO 48600 DECIMAL WORDS+~~CHECKPOINTS~~ INPT90 TOTAL.032 18.961 yXOT~K+ME 101.ME 101 I SEIS03++MME 1011+++ME 101 I/F EBOS CORE CHANGED FROM 42600 TO CORE CHANGED FROM 48600 TO CORE CHANGED FROM 78741 TO CORE CHANGED FROM 79253 TO CORE CHANGED FROM 48797 TO~++CORE CHANGED FROM 48600 TO CORE CHANGED FROM 51327 TO CORE CHANGED FROM 51585 TO 48600 DECIMAL WORDS 78741 DECIMAL WORDS 79253 DECIMAL WORDS 48797 DECIMAL WORDS 48600 DECIMAL WORDS 51327 DECIMAL WORDS 51585 DECIMAL WORDS 55358 DECIMAL WORDS RESTRAINT DESCRIPTION TITLE SP-HCB-108 LINE PROJECT NUMBER: 8856 PROBLEM NUMBER: 5280 USER J.ABI SAMRA LOAD CASES: SEIS03 ME 101/I2 DATE 040182 PAGE 107 POINT TYPE TITLE AXIS DIRECTION COSINES OF RESTRAINT TRANSLATIONAL FLEXIBILITY TORSIONAL FLEXIBILITY X Y z (IN/Le)(RAD/LB-IN) 5 5'5 25 ANCH ANCH ANCH RAD 1.0000.0000.3908.0000 1.0000.0000.OOOO.0000.OOOO 1.0000.9205.000000000000 .000000000000 .000000000000 .000000000000 50 65 65 85 85 95 105 115 115 130 130 135 135 140 140 145 145 145 150 150 160 170 185 185 190 190 195 RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD ANCH ANCH ANCH RAD RAD RAD RAD RAD RAD RAD RAD RAD..OOOO 1.0000 1.0000 1.0000 1.0000.0000.0000 1.0000.0000 1.0000 1.0000.0000 1.0000.OOOO.OOOO.0000.0000 1.0000.0000 1.OOOO.0000 1.0000.OOOO 1.0000.OOOO.OOOO 1.OOOO.0000 1.0000 1.0000 1.OOOO.OOOO 1.0000 1.OOOO.OOOO.000000000000 .000000000000 .000000000000 .000000000000 .000000000000 .000000000000 .000000000000 .000000000000 .000000000000 .000000000000 .000000000000 .000000000000 .000000000000 RESTRAINT DESCRIPTION 195 RAD 205 RAD 205 RAD 210 RAD 210 RAD 215 RAD 215 RAD 220 RAD 220 RAD.0000.0000 1.OOOO.OOOO.0000 1.0000 1.0000.0000.0000 1.0000 1.0000.0000.OOOO 1.0000 1.0000.0000.0000" 1.0000 1.QOOO.0000.0000 ME 101/I 2.000000000000 .000000000000 DATE 040182 PAGE 108 230 RAD 230 RAD 235 RAD 235 RAD 240 RAD 240 RAD 250 RAD 250 RAD 260 RAD 260 RAD 275 RAD 275 RAD 290 RAD 290 RAD 295 RAD 295 RAD 305 RAD 500 ANCH 500 ANCH 500 ANCH.0000.0000 1.0000.0000.0000 1.OOOO.0000 1.0000 1.0000-A-1.0000-8-.0000-C-.0000 1.0000.0000 1.OOOO.0000 1.OOOO.OOOO.0000 1.0000 1.0000.0000.0000'0000.0000.0000 1.0000.OOOO 1.0000.0000.OOOO 1.OOOO.0000 1.0000.0000.0000.0000 1.0000.0000 1.0000.0000 1.0000.0000 1.0000.OOOO.0000.0000 1.0000.000000000000 .000000000000 .000000000000 .000000000000 .000000000000 .000000000000 .000000000000 .000000000000 .000000000000 .000000000000 .000000000000 .000000000000

DESCRIPTION OF LOAD SEIS03 ME 101/I2 DATE 040182 PAGE 109 TITLE SP-HCB-108 PROJECT NUMBER: 8856 PROBLEM NUMBER: 5280 USER J.AB I SAMRA LOAD CASES: SEIS03 LINE SEISMIC RESPONSE SPECTRA ANALYSIS: TITLE OF SPECTRA TYPE OF INTERPOLATION MAXIMUM NUMBER OF MODES MINIMUM PERIOD EIGENVALUE EXTRACTION FLAG: MODAL SYNTHESIS OPTION COEFFICIENT ENVELOPE OF SRVRBC719 3 LOGARITHMIC. FREOUENCY-AMPLITUDE. 35.010 3 DETERMINANT SEARCH OR SUBSPACE ITERATION. 4 X+Y+Z LOCAL AND GLOBAL FORCE SUPERPOSITION. CS4, CLOSE: 10.00 PERCENT.DIRECTION OF SPECTRA: X DIRECTION OF SPECTRA: Y DIRECTION OF SPECTRA: 2 FREQUENCY (CPS)PERIOD (SEC)ACCEL.(G)FREOUENCY (CPS)PERIOD ACCEL.(SEC)(G)FREOUENCY (CPS)PERIOD (SEC)ACCEL.(G).1000 1.7000 2.6087 2.7000 3.2000 3.8000 4.4000 5.6000 6.2000 6.5000 7.0000 9.2000 10.7000 11.5000 12.1739 12.5000 15.5000 19.9800 23.0000 24.3478 26.0000 32.0000 42.5000 48.0000 54.5000 57.OOOO 10.0000.5882.3833.3704.3125.2632.2273.1786.1613.1538.1429.1087.0935.0870.0821.0800.0645.0501.0435.0411 0385.0313.0235.0208.0183.0175.008.008.015.025.075.080.275.275.234.234.406.406.250.208.234.250.578.594.641.667.750 1.594 1.594 1.000.875.875.1000 1.7000 2.3000 3.OOOO 3.2500 3.5000 4.0500 4.4000 4.7826 5.4050 5.6522 5.7565 6.0870 6.5217 6.9000-6.9565 7.3044 7.3913 9.7750 10.3500 10.4075 10.4348 11.3043 11.5000 11.7381 11.7500 10.0000.5882.4348 3333.3077.2857.2469.2273.2091.1850.1769.1737.1643.1533.1449.1438.1369.1353.1023.0966.0961.0958.0885.0870.0852.0851.016.016.020.031.031.035.106.106.138.138.151.170.174.174.274.289.475.505.505.470.451.443.633.671.720.721.1000 1.7000 3.2200 3.4500 3.4783 3.7950 4.0000 5.0000 7.0000 10.0000 13.0435 16.0000 19.0000 20.7000 21.7391 26.0000 32.0000 42.5000 48.0000 54.5000 57.0000 64.OOOO 70.0000 74.9000 86.0000 100.0040 10.OOOO.5882.3106.2899.2875.2635.2500.2000.1429.1000.0767.0625.0526.0483.0460.0385.0313.0235.0208.0183.0175.0156.0143.0134.0116.0100.016.016.018.019.019.019.019.028.047.078.160.250.453.470.524.750 1.594 1.594 1.000.875.875.672.672.406.281.250 DESCRIPTION OF LOAD SE IS03 ME 101/I 2 DATE 040182 PAGE 110 64.0000 70.0000 74.9000 80.5000 86.0000 92.00'10 100.0010 100.0540 100.0550 100.0560 100.0570 100.0580 100.0590 100.0600.0156.0143.0134.0124.0116.0109.0100.0100.0100.0100.0100.0100.0100.0100.672.672.406.341.328.328.273.273.273.273.273.273.273.273 12.1739 12.8696 13.0435 17.2500 17.9130 17.9400 18.4000 19.3913 20.OOOO 20.7000 22.7700 23.0000 23.6900 24.1500.0821.0777.0767.0580.0558.0557.0543.0516.0500.0483.0439.0435.0422.0414.901 1.570 1.690 1.690 1.421 1.410 1.150.786.682.623.623.613.566.505 100.0540 100.0550 100.0560~100.0570 100.0580 100.0590 100.0600 100.0610 100.0620 100.0630 100.0640 100.0650 100.0660 100.0670.0100.250.0100.250.0100.2SO.0100.250.0100~250.0100.250.0100.250.0100.250.0100.250.0100.250.0100~250.0100.250.0100.250.0100.250 100.0610 100.0620 100.0630 100.0640 100.0650.0100.0100.0100.0100.0100.273.273.273.273.273 25.1850 25.2500 28.5000 34.0000 42.0000.0397.0396.0351.0294.0238.408.406.359.344.234 100.0680 100.0690 100.0700 100.0710 100.0720.0100.0100.0100.0100.0100.250.250.250.250.250 100'.0660 100.0670 100.0680 100.0690 100.0700.0100.0100.0100.0100.0100.273: 273.273.273.273 45.9000 57.0000 68.0000 ,72.6800 74.5000.0218.0175.0147 4.0138.0134.227.219.219.,179.166 100.0730 100.0740 100.0750 100.0760 100.0770.0100~250.0100.250.0100.250.0100~250.0100.250 100.07 10 100.0720 100.0730 100.0740.0100.0100.0100.0100.273.273.273.273 80.0000 85.0000 100.0070 100.0480.0125.0118.0100.0100.164.164.141.141 100.0780.0100.250 100.0790.0100.250 100.0800.0100.250 100.0810.0100.250 DIAGNOSTIC MESSAGE ANALYSIS TITLE SP-HCB-108 LINE PROJECT NUMBER: 8856 PROBLEM NUMBER: 5280 USER J.ABI SAMRA LOAD CASES:+ALL+ME 101/I2 DATE 040182 PAGE 111 LEVEL TAG TO DIAGNOSTIC MESSAGE LOAD CASE(S): SEIS03+WRN++WRN++WRN+145 POINT IS ASSUMED TO BE AN INLINE ANCHOR.BANDWIDTH REDUCTION: 18 BAND~4 PASSES,,89 NODES, 1 START,.057 SEC.SUBSPACE ITERATION USED.SAP CORE SIZE~100 K c DIAGNOSTIC MESSAGE ANALYSIS l/TIME FOR ME101IA'NPTOO INPT10 TBLDMP INPT20 INPT30 6.130 11.264.000.,175.035 CORE CHANGED FROM 55358 TO 48600 DECIMAL WORDS++tCHECKPOINT+ ++ME 101/I 2 DATE 040182 INPT40 INPT50 INPT60 INPT70 INPT80 INPT90 TOTAL.010.106.031.400.910.032 19.092 PAGE 112 OXOT,K%ME 101.ME101I .SEI 504+++ME 101 I CORE CORE CORE CORE CORE<<i*CORE CORE CORE++>>ME 10 1 I/F EBOS CHANGED FROM 42600 TO CHANGED FROM 48600 TO CHANGED FROM 78741 TO CHANGED FROM 79253 TO CHANGED FROM 48797 TO CHANGED FROM 48600 TO CHANGED FROM 51327 TO CHANGED FROM 51585 TO 48600 DECIMAL WORDS 78741 DECIMAL WORDS 79253 DECIMAL WORDS 48797 DECIMAL WORDS 48600 DECIMAL WORDS 51327 DECIMAL WORDS 51585 DECIMAL WORDS 55358 DECIMAL WORDS

RESTRAINT DESCRIPTION TITLE SP-HCB-108 LINE PROJECT NUMBER: 8856 PROBLEM NUMBER: 5280 USER J.ABISAMRA LOAD CASES: SEIS04 c ME 101/I 2 DATE 040182 PAGE 113 POINT TYPE TITLE AXIS DIRECTION CDSINES OF RESTRAINT TRANSLATIONAL FLEXIBILITY TORSIONAL FLEXIBILITY X Y 2 (IN/LB)(RAD/LB-IN) 5 5 5 25 50 65 65 85 85 95 105 115 115 130 130 135 135 140 140 145 145 145 150 150 160 170 185 185 190 190 195 ANCH.ANCH ANCH RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD ANCH ANCH ANCH RAD RAD RAD RAD RAD RAD RAD RAD RAD 1.0000.0000.0000.3908 1.0000 1.0000.0000 1.0000 1.0000.OOOO 1.0000.0000 1.0000.0000.0000 1.OOOO.0000.0000'I.0000 1.0000.0000 1.0000.0000 1.0000.OOOO 1.OOOO.0000 1.0000.0000.0000 1.0000 1.0000.OOOO.0000 1.0000.0000.0000.0000.0000.OOOO.0000.0000.0000.0000.0000.0000.0000 1.0000.9205.0000 1.0000.0000.0000 1.0000.0000 1.0000.0000 1.0000.0000.0000 1.0000.0000 1.0000 1.0000 1.0000.0000 1.0000.0000 1.0000.000000000000. .000000000000 .000000000000 .000000000000 .000000000000 .000000000000 .000000000000 .000000000000 .000000000000 r,, RESTRAINT DESCRIPTION 195 RAD 205 RAD 205 RAD 210 RAD 210 RAD 215" RAD 215 RAD 220 RAD 220 RAD 230 RAD 230 RAD 235 RAD 235 RAD 240 RAD 240 RAD 250 RAD 250 RAD 260 RAD 260 RAD 275 RAD 275 RAD 290 RAD 290 RAD 295 RAD 295 RAD 305 RAD.0000 1.OOOO.OOOO 1.OOOO 1.0000.0000 1.0000.OOOO.0000.0000.0000 1.0000 1.0000.OOOO 1.0000'.0000".0000 1.0000.0000 1.0000 1.0000.0000 1.0000 1.0000.0000 1.0000.0000.0000 1.0000 1.0000.0000 ME 101/I 2 1.0000.OOOO.0000.0000~.0000.0000 1.0000.0000 1.0000.0000-,-1.0000.0000 1.0000'.QQQQ 1.0000.0000 1.0000.0000.000000000000 .000000000000 .000000000000 .000000000000 .000000000000 .000000000000 .000000000000 .000000000000 .000000000000 .000000000000 .000000000000 .000000000000 .000000000000 .000000000000 .000000000000 .000000000000 .000000000000 .000000000000 .000000000000 .000000000000 DATE 040182 PAGE 114 500 ANCH 500 ANCH 500 ANCH-A--8--C-1.0000.OOOO.0000.0000 1.0000.000000000000 .000000000000 DESCRIPTION OF LOAD SEIS04 g ME 101/I 2 DATE 040182 PAGE 115 TITLE SP-HCB-108 PROJECT NUMBER: 8856 PROBLEM NUMBER: 5280 USER J.ABISAMRA LOAD CASES: SEIS04 LINE SEISMIC RESPONSE SPECTRA ANALYSIS: TITLE OF SPECTRA TYPE OF INTERPOLATION MAXIMUM NUMBER OF MODES MINIMUM PERIOD EIGENVALUE EXTRACTION FLAG: MODAL SYNTHESIS OPTION COEFFICIENT ENVELOPE OF CHGCORBC719 3 LOGARITHMIC, FREQUENCY-AMPLITUDE. 35.010 3 DETERMINANT SEARCH OR SUBSPACE ITERATION. 4 X+Y+Z LOCAL AND GLOBAL FORCE SUPERPOSITION'S4, CLOSE: 10.00 PERCENT.DIRECTION OF SPECTRA: X DIRECTION OF SPECTRA: Y DIRECTION OF SPECTRA: Z FREQUENCY (CPS)PERIOD (SEC)ACCEL.(G)FREQUENCY (cr s)PERIOD i ACCEL (SEC)(G)FREQUENCY (CPS)PERIOD (SEC)ACCEL.(G)1.7391 1.9130 2.0870 2.2609 2.3000 2.4348 2.6087 2.8696 2.9900 3.0000 3.1304 3.4783 3.7950 3.8261 4.0870 4.3478 5.6522 5.7500 6.0870 6.5217 6.9000 6.9565 7.3913 9.7750 10.3500 10.4348.5750.5227.4792.4423.4348.4107.3833.3485.3344.-3333.3194.2875.2635.2614.2447.2300.1769.1739.1643.1533.1449.1438.1353.1023.0966.0958.005.007.008.009.010.012.013.017.017.022.022.029.030.051.089.089.092.139.139.191.202.218.218.212.212 1.7391 2.0870 2.3000 2.4000 2.5300 2.7600 2.9900 3.1510 3.4783 3.7950 3.8261 4.1400 4.6000 4.8522 5.2174 5.6522 5.7565 6.5217 6.9000 7.3044 7.4750 9.6600 10.0000 10.3500 10.4075 11.3043.5750.4792.4348.4167.3953.3623.3344.3174.2875.2635.2614.2415.2174.2061.1917.1769.1737.1533.1449.1369.1338.1035.1000.0966.0961.0885.007.009.010.011.011.013.016.017.019.028.029.044.135.192.192.197.239.239.344.640.645.645.608.538.559.933.1000 1.7391 1.9130 2.0870 2.2609 2.3000 2.4348 2.6087 2.8696 3.0000 3.1304 3.4783 3.7950 3.8261 4.0870 4.3478 5.6522 5.7500 6.0870 6.5217 6.9000 6.9565 7.3913 9.7750 10.3500 10.4348 10.0000.5750.5227.4792.4423.4348.4107.3833.3485.3333.3194.2875.2635.2614.2447.2300.1769.1739.1643.1533.1449.1438.1353.1023.0966.0958.005.005.006.007.008.009.010.012.013.017.022.022.029.030.051.089.089.092.139.139.191.202.218.218.212.212

o DESCRIPTION OF LOAD SEIS04 ME 101/I2 DATE 040182 PAGE 11.3043 12.1739 13.0435 13.2250 13.8000 13.9130 15.6522 17.3913 18.6957 19.1304 19.2174 20.4348 21.7391 24.3478 26.0870 34.5000 34.7826 36.9565 37.9500 40.2500 43.1250 43.1304 43.4783 44.9650 46.0000 48.8750 51.7500 52.1739 56.5217 60.3750 60.8696 63.2500 80.5000 86.2500 92.OOOO 100.0000 100.0010 100.0020 100.0030 100.0040 100.0050 100.0060 100.0070 100.0080 100.0090 100.0100 100.01 10 100.0120 100.0130.0885.0821.0767.0756.0725.0719.0639.0575.0535.0523.0520.0489.0460.0411.0383.0290.0288.0271.0264.0248.0232.0232.0230.0222.0217.0205.0193.0192.0177.0166.0164.0158.0124.0116.0109.0100.0100.0100.0100.0100.0100.0100.0100.0100.0100.0100.0100.0100.0100.223.255.306.317.365.376.613.961 1.418 1.601 1.648 2.368 3.122 5.630 6.910 6.910 6.885 6.702 6.622 5.728 4.058 4.056 3.975 3.870 3.848 3.398 3.797 3.873 4.224 4.817 4.890 4.890 4.890 4.694 4.694 4.349 4.329 4.359 4.356 4.329 4.356 4.359 4.329 4.356 4.359 4.329 4.356 4.356 4.359 11.7391 12.1739 12.6500 12.8696 17.0200 17.2500 17.9130 18.2609 19.0435 19.3913 20.7000 21.3900 21.7350 22.1950 22.7700 23.0000 24.1500 25.3000 26.0870 28.4348 33.4650 34.5000 34.7826 36.9565.39.1304 43.4783 45.6522 47.8261 57.5000 60.3750 60.8696 80.5000 86.2500 92.0000 100.0030 100.0180 100.0190 100.0200 100.0210 100.0220 100.0230 100.0240 100.0250 100.0260 100.0270 100.0280 100.0290 100.0300 100.0310.0852.0821.0791.0777.0588.0580.0558.0548.0525.0516.0483.0468.0460.0451.0439.0435.0414.0395.0383.0352.0299.0290=,.0288.0271.0256.0230.0219.0209.0174.0166.0164.0124.0116.0109.0100.0100.0100.0100.0100.0100.0100.0100.0100.0100 0100 t0100 i.0100.0100.0100 1.520 1.520 2.144 2.460 2.460 2.260 2.260 2.022 1.564 1.377 1.080 1.080 1.010 1.000 1.000.982.755.680.652.583.583.607.614.671.697.697.770.841.841.848.854.854.841.724.701.701.701.701.701.701.701.701.701.701.701.701.701.701.701 11.3043 12.1739 13.0435 13.8000 13.9130 15.6522 17.3913 19.1304 21.7391 24.3478 26.0870 34.5000 34.7826 36.9565 37.9500 40.2500 43.1250 43.4783 46.0000 48.8750 51.7500 52.1739 52.5550 56.5217 60.3750 60.5217 60.8696 61.0650 63.2500 80.5000 86.2500 92.0000 100.0000 100.0010 100.0020 100.0030 100.0040 100.0050 100.0060 100.0070 100.0080 100.0090 100.0100 100.01 10 100.0120 100.0130 100.0140 100.0150 100.0160.0885.0821.0767.0725.0719.0639.0575.0523.0460.0411.0383.0290.0288.0271.0264.0248.0232.0230.0217.0205.0193.0192.0190.0177.0166.0165.0164.0164.0158.0124.0116.0109.0100.0100.0100.0100.0100.0100.0100.0100.0100.0100.0100.0100.0100.0100.0100.0100.0100.223.255.306.365.376.613.961 1.601 3.122 5.630 6.910 6.910 6.885 6.702 6.622 5.728 4.058 3.975 3.848 3.398 3.797 3.873 3.905 4.224 4.817 4.839 4.890 4.890 4.890 4.890 4.694 4.694 4.349 4.329 4.359 4.356 4.329 4.356 4.359 4.329 4.356 4.359 4.329 4.356 4.356 4.359 4.329 4.356 4.359 100.0140.0100 4.329 100.0320.0100.701 100.0170.0100 4.329 DESCRIPTION OF LOAD SEIS04 ME 101/I 2 DATE 040182 PAGE 117 100.0150 100.0160 100.0170 100.0210 100.0220 100.0230 100.0240 100.0250.0100.0100.0100.0100.0100.0100.0100.0100 4.356 4.359 4.349 4.349 4.349 4.349 4.349 4.349 100.0330 100.0340 100.0350 100.0360 100.0370 100.0380 100.0390 100.0400.0100.701.0100.701.0100.701.0100.701.0100.701.0100.701.0100.701.0100.701 100.0180 100.0190 100.0200 100.0210 100.0220 100.0230 100.0240 100.0680.0100.0100.0100.0100.0100.0100.0100.0100 4.356 4.356 4.331 4.356 4.356 4.359 4.349 4.349 DIAGNOSTIC MESSAGE ANALYSIS TITLE SP-HCB-108 LINE PROJECT NUMBER: 8856 PROBLEM NUMBER: 5280 USER J.ABI SAMRA LOAD CASES: iALL4 ME 101/I2 DATE 040182 PAGE 118 LEVEL TAG TO DIAGNOSTIC MESSAGE LOAD CASE(S): SEIS04+WRN+145 POINT IS ASSUMED TO BE AN INLINE ANCHOR.+WRN+BANDWIDTH REDUCTION: 18 BAND, 4 PASSES, 89 NODES, 1 START,.056 SEC.+WRN+SUBSPACE ITERATION USED.SAP CORE SIZE~100 K DIAGNOSTIC MESSAGE ANALYSIS ME 101/I 2 DATE 040182 PAGE 119 P7IME FOR ME101IP INPTOO INPT10 TBLOMP INPT20 INPT30 6.120 11.236.000.173.035 CORE CHANGED FROM 55358 TO 48600 DECIMAL WORDS i~~CHECKPOINT~~~ INPT40 INPT50 INPT60 INPT70 INPT80 INPT90 TOTAL.010.105.031.399 1~122.031 19.264 OXOT<ME 101.ME 101CO Q DESCRIPTION OF LOAD SEIS01 TITLE SP-HCB-108 LINE PROJECT NUMBER: 8856 PROBLEM NUMBER: 5280 USER J.AB I SA MR A LOAD CASES: SEIS01 ME101/I2 DATE 040182 PAGE 120 STATIC SEISMIC ANALYSIS TITLE OF SPECTRA TYPE OF INTERPOLATION NOTE ENVELOPE OF OBERBC719 3 LOGARITHMIC, FREOUENCY-AMPLITUDE. EFFECTIVE ACCELERATION REPORT WILL NOT INCLUDE ZPA ACCELERATION DIRECTION OF SPECTRA: X DIRECTION OF SPECTRA: Y DIRECTION OF SPECTRA: Z FREOUENCY (CPS)100.0000.0100.373 ZPA PERIOD ACCEL.(SEC)(G)FREOUENCY (CPS)100.0000 ZPA PERIOD ACCEL.(SEC)(G).0100.290 FREOUENCY (CPS)100.0000 ZPA PERIOD ACCEL.(SEC)(G).0100.250 DESCRIPTION OF LOAD SEIS02 TITLE SP-HCB-108 LINE PROJECT NUMBER: 8856 PROBLEM NUMBER: 5280 USER J.ABI SAMRA LOAD CASES: SEIS02 ME 101/I 2 DATE 040182 PAGE 121 STATIC SEISMIC ANALYSIS TITLE OF SPECTRA TYPE OF INTERPOLATION NOTE ENVELOPE OF SSERBC719 3 LOGARITHMIC, FREOUENCY-AMPLITUDE. EFFECTIVE ACCELERATION REPORT WILL NOT INCLUDE ZPA ACCELERATION DIRECTION OF SPECTRA: X DIRECTION OF SPECTRA: Y DIRECTION OF SPECTRA: Z FREOUENCY (CPS)100.0000 PERIOD (SEC).0100 ZPA ACCEL.(G).473 FREOUENCY (CPS)100.0000 ZPA PERIOD ACCEL.(SEC)(G).0100.413 FREOUENCY (cr s)100.0000 ZPA PERIOD ACCEL.(SEC)(G).0100.323 DESCRIPTION OF LOAD SEIS03 TITLE SP-HCB-108 LINE PROJECT NUMBER: 8856 PROBLEM NUMBER: 5280 USER J.ABI SAMRA LOAD CASES: SEIS03 ME 101/12 DATE 040182 PAGE 122 STATIC SEISMIC ANALYSIS TITLE OF SPECTRA TYPE OF INTERPOLATION NOTE ENVELOPE OF SRVRBC719 3 LOGARITHMIC, FREOUENCY-AMPLITUDE. EFFECTIVE ACCELERATION REPORT WILL NOT INCLUDE ZPA ACCELERATION DIRECTION OF SPECTRA: X DIRECTION OF SPECTRA: Y DIRECTION OF SPECTRA: Z FREOUENCY (Cr S)100.OOOO ZPA PERIOD ACCEL.(SEC)(G).0100.273 FREOUENCY (CPS)ZPA PERIOD ACCEL.(SEC)(G)100.0000.0100.141 FREOUENCY (CPS)100r0000 ZPA PERIOD ACCEL.(SEC)(G).0100.250 DESCRIPTION OF LOAD SEIS04 TITLE SP-HCB-108 LINE PROJECT NUMBER: 8856 PROBLEM NUMBER: 5280 USER J.AB I SAMRA LOAD CASES: SEIS04 ME 101/I2 DATE 040182 PAGE 123 STATIC SEISMIC ANALYSIS TITLE OF SPECTRA'YPE OF INTERPOLATION NOTE ENVELOPE OF CHGCORBC719 3 LOGARITHMIC. FREQUENCY-AMPLITUDE. EFFECTIVE ACCELERATION REPORT WILL NOT INCLUDE ZPA ACCELERATION DIRECTION OF SPECTRA: X DIRECTION OF SPECTRA: Y DIRECTION OF SPECTRA: Z FREQUENCY (CPS)100.0000 ZPA PERIOD ACCEL.(SEC)(G).0100 4.349 FREQUENCY (CPS)100.0000 ZPA PERIOD ACCEL.(SEC)(G).0100.701 FREQUENCY (CPS)100.0000 ZPA PERIOD ACCEL.(SEC)(G).0100 4.349 DESCRIPTION OF LOAD SEIS04 ME 101/I 2 DATE 040182 PAGE 124 THE FOLLOWING INFORMATION +++WRN+++COEF OF SEIS03~CS4~++WRN+++COEF OF SEIS03~CS4*++WRN+++COEF OF SEIS04~CS4*s~WRN*~~COEF OF SEIS04~CS4 CONTROLS THIS DATA DECK: IS DIFFERENT FROM COEF OF SEIS01~SRSS IS DIFFERENT FROM COEF OF SEIS02~SRSS IS DIFFERENT FROM COEF OF SEIS01~SRSS IS DIFFERENT FROM COEF OF SEIS02~SRSS 1 2 3 4 5 6 7 8 9 10 11 12 SAP LJOB LOADCASE SAP LOAD STSE01 STSE02 STSE03 STSE04 WT01 THRM01 SAM01 SAM02 SEIS01 SE I S02 SE I S03 SEI S04 DEFINE LOADCASE SEIS01 AS FOLLOWS: 2.PUT LOADCASE SEIS01 IN T$$$01.3.FINO THE RESULTANT MAX OF LOAOCASE STSE01 ANO THE RESULT OF STEP 2, 4.STORE THE RESULT OF STEP 3 IN LOADCASE SEIS01.1.DEFINE LOAOCASE SEIS02 AS FOLLOWS: 2.PUT LOADCASE SEIS02 IN T$$$01, 3.FINO THE RESULTANT MAX OF LOADCASE STSE02 ANO THE RESULT OF STEP 2, 4.STORE THE RESULT OF STEP 3 IN LOAOCASE SEIS02.DEFINE LOADCASE SEIS03 AS FOLLOWS: 2.PUT LOADCASE SEIS03 IN T$$$01, 3.FIND THE RESULTANT MAX OF LOAOCASE STSE03 AND THE RESULT OF STEP 2.4.STORE THE RESULT OF STEP 3 IN LOADCASE SEIS03.1.DEFINE LOADCASE SEIS04 AS FOLLOWS: 2.PUT LOAOCASE SEIS04 IN T$$$01.3.FIND THE RESULTANT MAX OF LOADCASE STSE04 ANO THE RESULT OF STEP 2, 4.STORE THE RESULT OF STEP 3 IN LOADCASE SEIS04.1.DEFINE LOADCASE SEISUP AS FOLLOWS: 2.PUT LOADCASE SEIS01 IN T$$$01, 3.TAKE THE SOUARE ROOT OF SUM OF SOUARES OF LOADCASE SEIS03 AND THE RESULT OF STEP 2, 4.STORE THE RESULT OF STEP 3 IN LOADCASE SEISUP. DESCRIPTION OF LOAD SEIS04 ME 101/I2 DATE 040182 PAGE 125 1.DEFINE LOADCASE SEIS05 AS FOLLOWS: 2.PUT LOADCASE SEIS01 IN T$$$01.3.FINO THE RESULTANT MAX OF LOAOCASE SEIS02 AND THE RESULT OF STEP 2.4.STORE THE RESULT OF STEP 3 IN LOADCASE, SEIS05.1.DEFINE LOAOCASE SEISEM AS FOLLOWS: 2.PUT LOAOCASE SEIS03 IN T$$$01.3.TAKE THE SQUARE ROOT OF SUM OF SQUARES OF LOADCASE SEIS04 AND THE RESULT OF STEP 2, 4.TAKE THE SQUARE ROOT OF SUM OF SQUARES OF LOAOCASE SEIS05 AND THE RESULT OF STEP 3, 5.STORE THE RESULT OF STEP 4 IN LOADCASE SEISEM.THE FOLLOWING 1 RESTRAINT LOAD SUMMARIES WILL BE PRINTED: REPORT 1 WT01 THRM01 SEI SUP SEISEM SAM01 SAM02 CODE 205 CARD 494 CASE WT01 ADDED TO STRESS CHECK%ADD,LP 94.0.END OF CONTROLLER 4XQT>ME101.ME101T SAP TRANSLATOR +++ME 101T+i+VERS ION/MAY01 SIZE OF BLANK COMMON: 33561 SIZE OF BLANK COMMON: 40366 EXECUTION TIME: 9.813 SEC.+STOP+NORMAL OADD,ELP SAPDATA.OUTPUT OF SAP TRANSLATOR OXQT+ME101.ME101S STSE01 4 261.0 254.5+++ME 101S+++VERSION/SEP21 (SAP)CORE CHANGED FROM 28.37 TO 34.36 TIME FOR ABOVE<174.143.NOW START++i NODAL POINT INPUT CORE CHANGED FROM 34.36 TO 47.91 TIME FOR ABOVE~.647.NOW START+++BOUNDARY ELEMENT STIFFNESSES CORE CHANGED FROM 47.91 TO 34.36 CORE CHANGED FROM 34.36 TO 49.51

DESCRIPTION OF LOAD SEIS04 g./ME 101/I 2 DATE 040182 PAGE 126 TIME FOR ABOVE m CORE CHANGED FROM 49.51 CORE CHANGED FROM 34.36 TIME FOR ABOVE~CORE CHANGED FROM 49.50 EOUATION SOLUTION MAXIMUM BANDWIDTH NUMBER OF BLOCKS CORE CHANGED FROM 34.36 TIME FOR ABOVE~CORE CHANGED FROM 69.92 TIME FOR ABOVE CORE CHANGED FROM 34.36 TIME FOR ABOVE CORE CHANGED FROM 77.99 TIME FOR ABOVE~TIME FOR ABOVE TIME FOR ABOVE N CORE CHANGED FROM 128.30 CORE CHANGED FROM 82.40 EXECUTION TIME: NODE EL:648 TIME FOR ABOVE NOW START+++BEAM ELEMENT STIFFNESSES 4.196 TO 34.36 TO 49.50 22.863 TO 34.36 PARAMETERS NOW START i++CURVED ELEMENT STIFFNESSES I TOTAL NUMBER OF EOUATIONS.......... 534 18 NUMBER OF EOUATIONS PER BLOCK......534 1 VALUE OF MTOT 226155 TO 69.92 3.388 TO 34.36.977 TO 77.99 10.087 TO 128.30 1.837.008 3.219 TO 82.40 TO 83.44 EMENTS NOD 30.585 3.102 NOW START+++INPUT OF NODAL LOADS ANO MASSES NOW START+++COMPUTATION OF INDEXES NOW START~+~ASSEMBLY OF EOUATIONS TOTAL 50.465 E LOADS ASSEMBLY SOLUTION PARTICULAR .984 11.788 6.448.011 NOW START+++E N 0 S.A P<<~e NOW START+++EOUATION REDUCTION-SESOL NOW START+++SESOL+++BLOCK 1 OF 1 BLOCKS.00 NOW START+++BACKSUBSTITUTION OXQT+ME 101.ME 101P 1 SAM02+++ME 101P 1++*SRSS.00000 PARAMETERS VERSION/SEP21 0 NEOB LL NUMNP NEO 534 25 89 534 NCURVE MBANO MTSAV 1 18 162855 STATIC LB NBLOCK NUMN1 25 1 1 NRES NOISPR NMOOPR 0 25 25 IFIR N224WD NELTYP MAXELK MOOF.NF 0 28 3 78 12 0 LB~25 CORE CHANGED FROM 33043 TO 159392 DECIMAL WORDS P1TEMP CASE 1 DI AO l/TIME FOR ME 101P 1P 25.584 OXOT+hlE 101.ME 101P2 SAM02+*+ME 101P2+++VERSION/MAR04 CORE CHANGED FROM 33763 TO CORE CHANGED FROM 39763 TO CORE CHANGED FROM 43365 TO CORE CHANGED FROM 39763 TO CORE CHANGED FROM 40800 TO CORE CHANGED FROM 39763 TO CORE CHANGED FROM 40800 TO 39763 DECIMAL WORDS+i4 43365 DECIMAL WORDS 39763 DECIMAL WORDS 40800 DECIMAL WORDS 39763 DECIMAL WORDS 40800 DECIMAL WORDS 39763 DECIMAL WORDS DESCRIPTION OF LOAD SEIS04 ME 101/?2 DATE 040182 PAGE 127 ttt t tt t tt ttt ttt tt tlt ttf tt t ttt ttt t tt 1 tt ttt CORE CHANGED fROM CORE CHANGED FROM CORE CHANGED FROM CORE CHANGED FROM CORE CHANGED FROM CORE CHANGED FROM CORE CHANGED FROM CORE CHANGED FROM CORE CHANGED FROM CORE CHANGED FROM CORE CHANGED FROM CORE CHANGED FROM CORE CHANGED FROM CORE CHANGED FROM CORE CHANGED FROM CORE CHANGED FROM CORE CHANGED FROM CORE CHANGED FROM CORE CHANGED FROM CORE CHANGED FROM CORE CHANGED FROM CORE CHANGED FROM CORE CHANGED FROM CORE CHANGED FROM CORE CHANGED FROM CORE CHANGED FROM CORE CHANGED FROM CORE CHANGED FROM CORE CHANGED FROM CORE CHANGED FROM CORE CHANGED FROM CORE CHANGED FROM CORE CHANGED FROM CORE CHANGED FROM CORE CHANGED FROM CORE CHANGED FROM 39763 TO 40800 TO 43365 TO 39763 TO 40800 TO 43365 TO 39763 TO 40800 TO 39763 TO 40800 TO 39763 TO 40800 TO 43365 TO 39763 TO 40800 TO 43365 TO 39763 TO 40800 TO 39763 TO 40800 TO 39763 TO 40800 TO 43365 TO 39763 TO 40800 TO 43365 TO 39763 TO 40800 TO 39763 TO 40800 TO 39763 TO 40800 TO 43365 TO 39763 TO 40800 TO 43365 TO 40800 43365 39763 40800 43365 39763 40800 39763 40800 39763 40800 43365 39763 40800 43365 39763 40800 39763 40800 39763 40800 43365 39763 40800 43365 39763 40800 39763 40800 39763 40800 43365 39763 40800 43365 39763 DECIMAL WORDS DECIMAL WORDS DECIMAL WORDS DECIMAL WORDS DECIMAL WORDS DECIMAL WORDS DECIMAL WORDS DECIMAL WORDS DECIMAL WORDS DECIMAL WORDS DECIMAL WORDS DECIMAL WORDS DECIMAL WORDS DECIMAL WORDS DECIMAL'WORDS DECIMAL WORDS DECIMAL WORDS DECIMAL WORDS DECIMAL WORDS DECIMAL WORDS DECIMAL WORDS DECIMAL WORDS DECIMAL WORDS DECIMAL WORDS DECIMAL WORDS DECIMAL WORDS DECIMAL WORDS DECIMAL WORDS DECIMAL WORDS DECIMAL WORDS DECIMAL WORDS DECIMAL WORDS DECIMAL WORDS DECIMAL WORDS DECIMAL WORDS DECIMAL WORDS ACTIONS ON SUPPORTS AND ANCHORS TITLE SP-HCB-108 LINE PROJECT NUMBER: 8856 PROBLEM NUMBER: 5280 USER J.ABISAMRA LOAD CASE: THRM01 ME 101/I2 DATE 040182 PAGE 128 DATA PT 5 25 50 65 65 85 85 95 105 115 115 130 130 135 135 140 140 145 150 150 160 170 185 185 190 190 195 195 205 205 210 210 215 215 220 TYPE ANC RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD ANC RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD TITLE FX 55.-11.0.-52.0.14.0.0.19.0.0.-22.0.-4 0.1.0.-6.-5 0.0.0.17.0.-7 0.1.0.2.0.-9 0.21.0."116.GLOBAL FORCES (LB)FY"52.0.37.0.-5 0.0.30.0.-30.0.0.0.0.0.0.0.10.0.0.0.0.0.0.0.0.0.0.0.2.0.10.0."2.0.FZ-51.-25 0.0.0.0.68.0.0.0.-17.0.17.0.9.0.-2.0.0.1.-4 1.0.0.0.12.0.-91.0.0.0.0.0.0.0.-1.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.-1.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.GLOBAL MOMENTS (FT-LB)-32.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.3.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.69'.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.12.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.

ACTIONS ON SUPPORTS AND ANCHORS ME 101/12 DATE 040182 PAGE 129 DATA PT 220 230 230 235 235 TYPE TITLE RAD RAD RAD RAD RAD FX 0.0.0.0.0.GLOBAL FORCES (LB)FY 0.0.0.-0 0.FZ 0.0.94.0.-14.MX 0.0.0.0.0.GLOBAL MOMENTS (FT-LB)0.0.0.0.0.0.0.0.0.0.240 RAD 240 RAD 250 RAD 250 RAD 260 RAD 0.0.75.0.0.4.0.0.-4-8.0.-22.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.260 275 275 290 290 295 295 305 500 RAD RAD RAD RAD RAD RAD RAD RAD ANC 0.28.0.-5 0.28.0.0.-26.0..0.0.0.0.0.0.-13.21.14.0.11.0.-3 0.12.0.-11.0.0.0.0.0.0.0.0.19.0.0.0.0.0.0.0.0.20.0.0.0.0.0.0.0.0.9. ACTIONS ON SUPPORTS AND ANCHORS ME 101/I2 DATE 040182 PAGE 130 TITLE SP-HCB-108 LINE PROJECT NUMBER: 8856 PROBLEM NUMBER: 5280 USER J.ABI SAMRA LOAD CASE: THRM01 LOCAL FORCES (LB)LOCAL MOMENTS (FT-LB)DIRECTION COSINES DATA PT TYPE TITLE FA FB FC MB COS AX COS AY COS AZ COS COS COS COS COS COS BX BY BZ CX CY CZ 5 25 50 65 65 85 85 95 105 115 115 130 130 135 135 ANC RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD 55-27 37-52-5 14 68 30 19-30-17-22 17-4 9-52 0 0 0 0 0 0 0 0 0 0 0 0 0 0-51 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0.0 0 0-32 0 0 0 0 0 0 0 0 0 0 0 0 0 0 69 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1.00.391.000 1.00.000 1.00.000 1.00.000 1.00 1.00.000.000~000 1.00.000 1.00.000.000 1.00.000 1~00.000.000.000.000.000.000.000 1.00.000.000.000 1.00.920.000.000 1.00.000 1.00.000 1.00 140 140 145 150 150 160 170 185 185 190 RAD RAD ANC RAD RAD RAD RAD RAD RAD RAD 1-2-6-5 1-4 1 17 0-7 0 0 10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0-1 0 0 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 12 0 0 0 0 0 0 0 1.00.000 1.00 1.00.000.000.000 1.00.000 1.00.000.000.000 1.00.000.000.000 1.00.000.000.000 1.00.000.000.000 1.00~000 1.00.000 1.00 190 195 195 205 205 RAD RAD RAD RAD RAD 12 1-91 2 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.000 0 1.00 0.000 0 1.00 0.000~000.000.000.000 1.00 1.00.000 1.00.000.000 210 210 215 215 220 RAD RAD RAD RAD RAD 9 10 21.-2-116 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1.00.000 1.00.000 1.00.000 1.00.000 1.00.000.000.000.000.000.000 ACTIONS ON SUPPORTS AND ANCHORS ME 101/I 2 DATE 040182 PAGE 131 DATA TYPE TITLE PT LOCAL FORCES (LB)FA FB FC MA MB LOCAL MOMENTS (FT-LB)DIRECTION COSINES MC CDS COS COS COS COS COS COS COS COS AX AY AZ BX BY BZ CX CY CZ 220 RAD 230 RAD 230 RAD 235 RAD 235 RAD 0 0 94-0-14 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.000 1.00.000 0.000 1.00.000 0.000.000 1.00 0.000 1.00.000 0.000.000 1.00 240 RAD 240 RAD 250 RAD 250 RAD 260 RAD 4-22 75-4-8 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.000 1.00.000 0.000.000 1.00 0 1.00.000.000 0.000'1.00.000 0.000 1.00.000 260 RAD 275 RAD 275 RAD 290 RAD 290 RAD 14 28 11-5-3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.000 0 1.00 0.000 0 1.00 0.000.000.000.000.000.000 1.00.000 1.00.000 1.00 295 RAD 295 RAD 305 RAD 500 ANC 28 12-13-26 0 0 0 21 0 0 0-11 0 0 0 19 0 0 0 20 0 1.00.000.000 0.000.000 1.00 0.000 1.00.000 9 1.00.000.000.000 1.00.000.000.000 1.00 JOINT DISPLACEMENTS FOR THE THRM01 LOAD CASE ME 101/I 2 DATE 040182 PAGE 132 TITLE SP-HCB-108 LINE PROJECT NUMBER: 8856 PROBLEM NUMBER: 5280 USER J.ABI SAMRA LOAD CASE: THRM01 DI SPLACEMENTS (IN)ROTATIONS (RAD)DATA 5 10 15 20 25 30 35 40 45 8 45 E 50 55 60 65 70 75 80 B 80 E 85 90 95 100 B 100 E 105 110 115 120 8 120 E 125 130 130A 135 135A 137 138 PT TYPE/TITLE DX;.045-.051-.071-.084-.077-.069-.056-.042-.090-.070-.061-.012-.003.000.005.004.003.001.000.007.014.015.009.000-.008-.015-.039-.041-.003.000.001.001.014 DY.021.018-.012-.023-.028-.032-.040-.049-.008.015.021.035.005.000-.018-.032-.032-.023-.019.013.000-.004".000.008.014.000-.076-.107-.158-.153-.132-.111-.091-.070-.071 DZ.019.020.012.011.033.055.091.130-.063.079-.076-.062-.026-.022-.012.001.006.005.000-.031-.011-.004.003.007.011-.034-.027-.007.000.007.000-.003-.002.010 RX.000000-.000293-.002377-.004957-.005055-.005055-.005055-.005055-.004936-.002813-.002283-.000104.001702.001819.001695.000402-.000323-.001616-.001722.000138.000739.000508.000430.000589.000806.001213.002666.003057.001727.001134-.000192-.000347-.000015.000120.000120 RY.000000-.000635-.001044.000050.000050.000050.000050.000050.002840.004028.004140.003074.001032.000863.000196-.000209-.000242-.000185-.000131.000411.000216-.000036-.000536-.001 164-.001580-.001898-.000357.001184.002772.002681.002317.001953.001589.001226.001226 RZ.000000.001483.003 143.001741.001782.001782.001782.001782-.000290.000068.000240.001214.001345.001257.000965 000607.000485.000239.000111-.000174.000534.000757.00101 1.001407.001856.002623.003608.0029'l2.000738.000437-.000074-.000134-.000006.000046.000046

I/OINT DISPLACEMENTS FOR THE THRM01 LOAD CASE ME 101/I2 DATE 040182 PAGE 134 DISPLACEMENTS (IN)ROTATIONS (RAD)DATA PT TYPE/TITLE 290A 295 300 305 310 8 310 E DX-.005.000.006.015.017.019 DY-.042-.010.000.000..000-.002 DZ-.001.000.002-.004-.005-.017 RX-.000037.000174.000085-.000032-.000042.000197 RY-.001917-.001879-.001867~-.001720-.001659-.000949 RZ.000126-.000564-.000460".000057.000019.000441 315.008 320 8.007 320 E.005 500.000 CORE CHANGED FROM 39763 TO 40800-.006-.022.000-.018.003-.009.000.000 DECIMAL WORDS.000677.000813.000672.000000-.000224.000135.000444.000000.000182-.000038.000085.000000 00 DIRECTION COSINES AND GLOBAL FORCES AND MOMENTS TITLE SP-HCB-108 LINE PROJECT NUMBER: 8856 PROBLEM NUMBER: 5280 USER J.ABI SAMRA LOAD CASE: THRMOt ME 101/I2 DATE 040182 PAGE 135 ELEMENT TYPE/TITLE FROM TO DIRECTION COSINES COSAX COSAY COSAZ COSBX COSBY COSBZ COSCX CDSCV COSCZ GLOBAL FORCES (LB)FX FY FZ MX MY MZ GLOBAL MOMENTS (FT-LB)5 TNGT 10 10 TNGT 15 15 TNGT 20 20 TNGT 25 25 TNGT 30 30 TNGT 35 35 TNGT 40 20 TNGT 45 B 45 B BEND 45 M 4S M BEND 45 E 45 E TNGT 50 50 TNGT 55 55 TNGT 60 60 TNGT 65.000.000.707.707.000 1.000.000.000 1.000.000.000 1.000-.707-.707.000 1.000.000 1.000.000.707.000.707.000.000 1.000.000.000 1.000-.920.000.391-.920.000.391-.921.000.390-.921.000.390-.921.000.390-.921.000.390.000-1.000.000.000-1.000 .000.000-1.000 .000.000-1.000~000.000-1.000 .000.000-1.000.000.000-1.000 .000.000-1.000.000.000 1.000.000.000 1.000.000.000 t.000.000.000.707.707.000-1.000 .000-1.000 .000-1.000 .000.000-1.000.000.000-1.000.000.000-1.000.000.391.391.390.390.390.390.000.920.000.920.000.921.000.921.000.921.000.921.000.000-1.000 .000.000-1.000 1.000.000.000 1.000.000.000.000.000-1.000 .000.000-1.000 .000.000-1.000.000.000" 1.000 1.000 1.000 1.000 1.000.000.000.000.000.000.000-1.000.000.000-1.000 1.000.000.000 t.000.000.000.000.000 1.000.000-.707.707.000-.707.707.000-1.000 .000.000-1.000.000.000-1.000 .000 1.000 1.000 1.000 1.000 1.000 1.000.000.000.000.000.000.000.000.000.000.000.000.000.000-1.000.000.000-1.000 .000.000-1.000.000.000-1.000.000.000-1.000 .000.000" 1.000.000 1.000 1.000.707.707 1.000 1.000.000.000.000.000.000.707.000.707.000.000.000.000.000.000 1.000 1.000.000.000.000.000 1.000 1.000.000.000-55 55-55 55-55 55 0 0, 0 0 0 0 44 44-44 44-44 44-44 44-44 44 44 44-44 44 52-52 52-52 52-52 0 0 0 0 0 0 0 0 52-52 52-52 52-52 52-52 16-16 16-16 16-16 51-51 51-51 51"51-25 25 0 0 0 0 0 0 76-76 76-76 76-76 76-76 76-76 76-76 76-76"9 9-34 34-52 9 0 0 0 0 0 0 0 43 43-43 59-59 53-53 44-44 27"27 10-10 6 32-22 22 10-10 33 0 0 0 0 0 0 0 0-33 33-33 27-27 14-14 6-6-41 41-6 6-17-69 50-50-10 10-52-4 0 0 0 0 0 0 0 56-6-7 12-12 12-12 12-12-5 5-5 DIRECTION COSINES AND GLOBAL FORCES AND MOMENTS ME 101/I 2 DATE 040182 PAGE 136 ELEMENT TYPE/TITL'E DIRECTION COSINES GLOBAL FORCES (LB)GLOBAL MOMENTS (FT-LB)FROM TO COSAX COSAY COSAZ CDSBX COSBY COSBZ CDSCX COSCY COSCZ FX FY FZ MX MY MZ 65 70 70 75 TNGT TNGT.000.000 1.000 1.000 1.000 1.000.000-1.000.000-1.000 .000-1.000.000-1.000 1.000 1.000 1.000 1.000 000 000.000.000.000.000 8-8 8-8 21-21 21-21 76-76 76-76-6-11 11-33 17-11 11-3 5-5 5-5 75 TNGT 80 B 80 8 BEND 80 M 80 M BEND 80 E 80 E TNGT 85.000.707.707 1.000 1.000 1.000 1.000 1.000 1.000.707.707.000-1.000.000-1.000.000 1.000.000.707.000-.707.000.707-.707.000.000-1.000.000.000 1.000.000.000 1.000 1.000 1.000-1.000-1.000-1.000-1.000 1.000 1.000 8-8 8-8 8-8 8-8 21-21 21-21 21-21 21-21 76-76 76<<76 76-76 76-76 33-40 40-37 37-17 17 2 3-0 0 2-2 3-3 3 5-5 5-6 6-8 8-10 85 90 TNGT 1.000 1.000.000.000 1.000 1.000.000.000.000 1.000 1.000.000-6 6 21-21 8-8-2 23-3 3 10 6 90 95 TNGT.000.000.000-1.000.000-1.000 1.000.000 1.000.000 000 000-6 6 21-21 8-8-23-10-3-7-6 6 95 TNGT 100 B 100 8 BEND 100 M 100 M BEND 100 E 100 E TNGT 105.000.000.000.707.707 1.000 1.000 1.000 1.000.707.707.000.000 1.000.000 1.000.000-1.000.000-1.000.000 1.000.000.707 000 000.000-.707 1.000 1.000!-1.000-1.000 000.000 1.000 000;000 1.000 1.000 1.000.000.707-.707-1.000.000.000-1.000-1.000.000.000-6 6-6 6-6 6-6 6-9 9-9 9-9 9-9 9.8-8 8-8 8-8 8-8 10-6 6-2-2 7 7-10 10-12 12-13 13-13-6 6-6 7-7 9-9 13 105 110 TNGT 1.000 1.000 1.000.000 1.000 1.000.000.000 1.000 1.000-26 26-9 9 8-8-7 13-13-13 23 110 115 TNGT 115 TNGT 120 8 120 B BEND 120 M 120 M BEND 120 E-1.000-1.000-1.000"1.000-1.000-.707-.707.000.000.707.000.707.000 1.000.000-1.000.000-1.000 .000-1.000.000-1.000.000.707.707.000'I F 000.000~000.000 1.000.707.707.000 1.000.000 1.000.000 1.000.000 1.000.000.000.000 1.000.000 1.000.000 1.000.000 1.000-26 26-26 26-26 26-26 26-9 9 21-21 21-21 21-21 8-8 25-25 25-25 25"25 8-8 2 13-9 9 38-38 42-42 37-23 28-28-10 10-16 16-18 DIRECTION COSINES AND GLOBAL FORCES AND MOMENTS ME 101/I 2 DATE 040182 PAGE 137 ELEMENT TYPE/TITLE DIRECTION COSINES GLOBAL FORCES (LB)GLOBAL MOMENTS (FT-LB)FROM TO COSAX COSAY COSAZ CDSBX COSBY COSBZ COSCX COSCY COSCZ FX FY FZ 120 E TNGT 125 1.000 1.000.000-1..000.000-1.000 1.000 1.000.000.000-26 26 21-21 25-25-2-31-37-3 18-18 125 130 TNGT 130 TNGT 130A 130A TNGT 135 135 135A TNGT 135A TNGT 137.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000 1.000 1.000 1.000 1.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000'I.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000.000.000-26 26-3 3-3 3 21-21 21-21 21-21 21-21 21-21 25-25 8-8 8-8 31-21 21-8-5 3-3 0 3-3 3-3 3-3 3-3 3-3 18-8 8-3-2 1-1 0 137 138 137 140 TNGT TNGT 1.000 1.000 1.000 1.000.000-1.000.000-1.000.000.000 1.000 1.000 1.000 1.000 1.000 1.000 0 0 0 0 21-21 0 0 0 0-0"1 0 0 3-3 0 0-0.-1 140 140A 140A 145 TNGT TNGT 1.000 1.000 1.000 1.000.000.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000.000.000-0 0-0 0 21-21 21-21 1-0 0 1 3-3 3-3-0 0 0 145 145A TNGT 1.000 1.000 1.000 1.000 1.000 1.000 6-6 0-0 0 0 0 0-12-6 145A TNGT 150.000.000 1.000 1.000.000.000.000.000 1.000 1.000 1.000 1.000 6-6 0-0-0 1 0 0 6-24 150 155 TNGT.000.000 1.000 1.000.000.000.000.000.000.000 1.000 1.000 1.000 1.000.000.000 10-10 0 0 24-28 155 160 TNGT 1.000 1.000 1.000 1.000.000.000 1.000.000.000 1.000 10-10 0 2 28-3 160 165 TNGT 1.000 1.000.000.000.000 1.000.000 1.000.000.000.000 1.000.000 1.000 10-10 3-3-2-7 3 29 165 170 170 175 TNGT TNGT 1.000 1.000 1.000 1.000.000.000.000.000 1.000 1.000 1.000 1.000.000.000.000 1.000.000.000.000'1.000 1.000 1.000 10-10 10-10 3-3 2-2 7-7 7-8-29 31-31 34 DIRECTION COSINES AND GLOBAL FORCES AND MOMENTS ME 101/I 2 DATE 040182 PAGE 138 ELEMENT TYPE/TITLE DIRECTION COSINES GLOBAL FORCES (LB)GLOBAL MOMENTS (FT-LB)FROM TO COSAX COSAY COSAZ COSBX COSBY COSBZ COSCX COSCY COSCZ FX FY FZ MZ 185 185A TNGT 175 TNGT 180 8 180 8 BEND 180 M 180 M BEND 180 E 180 E TNGT 185.707.707.707.707.707.924.707.383.924 1.000.383 1.000 1.000.000 1.000.000.000 1.000.000.000-.707.000-.707.000.707.000.383.707.707-.707-.924 1.000 1.000-1.000-1.000.000..000 1.000.000.000 1.000.000.000 1.000.000.000 1.000 1.000 1.000 1.000 1.000.000 383".924-1.000.000.000-1.000 -1.000.000.000.000.000.000.000.000.000.000'000.000.000.000.000 10-10 10-10 10-10 10-10 2-2 2-2 2-2 2-2 2-2-1-5 5-6 6-6-2 5 8 0-0 1-34 26-26 25-25 23 23-19 19-7 185A TNGT 190 1.000 1.000.000.000.000 1.000 1.000.000.000.000 1.000 1.000.000.000.000.000-6 6 2-2-5 9 7"'190 190A TNGT 190A 195 195 200 200 205 TNGT TNGT TNGT 210 210A TNGT 205'NGT 205A 205A TNGT 210.000.000.000.000 1.000 1.000 1.000 1.000 000 000.000.000 1.000.000.000 1.000.000.000 1.000.000.000 1.000 1.000 1.000 1.000 1.000.000.000.000.000 1.000 1.000 1.000 1.000 1.000 1.000.000" 1.000.000-1.000.000-1.000.000-1.000.000-1.000.000-1.000 .000.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000.000-1.000.000-1.000.000 1.000.000 1.000.000 1.000.000.000.000 1.000 1.000.000 1.000.000.000.000 1.000 1.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000-0 0-0 0-2 2-2 2 6-6 9-9 9-9-10 10-10 10 80-80 I'0-80 80-80 80-80 80-80-9-13 13-35 35 32-32 24-24 9-9"5 5"2-1-3 3-7-5 2-2-0 0-0 0-0 0-0 0-0 0-0 210A 215 215 215A TNGT TNGT 1.000 1.000 1.000 1.000.000-1.000 .000-1.000.000-1.000.000-1.000 1.000 1.000 1.000 1.000.000.000.000.000 6-6-15 15 0-0 80-80 80-80 2 1 0-8 23-23-26 0-0 0-0 215A 220 TNGT 220 TNGT 225 8.000.000 1.000 1.000 1.000 1.000.000-1.000.000-1.000 .000-1.000.000-1.000.000.000 1.000 1.000 1.000 1.000.000.000.000.000-15 15 101-101 0-0 0-0 80-80 80-80-0 26-74 74 133 0-0 0-0 DIRECTION COSINES AND GLOBAL FORCES AND MOMENTS ME 101/I2 DATE 040182 PAGE 139 ELEMENT TYPE/TITLE DIRECTION CDSINES GLOBAL FORCES (LB)GLOBAL MOMENTS (FT-LB)FROM TO CDSAX CDSAY COSAZ COSBX COSBY CDSBZ COSCX COSCY COSCZ FX FY FZ MX MY MZ 225 8 BEND 225 M 225 M BEND 225 E.000.707.707 1.000.000.000 1.000.707.707 1.000.707.707.000.000.000-.707.000-.707.000-1.000 1.000 1.000.000 1.000.000 1.000 1 101-101 101-101 0-0 0-0 80-80 80-80-133-1 153-153 141 0-0 0 0 225 E 230 230 230A 230A 235 235 235A 235A 240 TNGT TNGT TNGT TNGT TNGT 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000.000.000.000.000.000 ,000.000.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000.000.000.000.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 101-101 101-101 101-101 101-101 101-101 0-0 0 0-0 0 0-0 0-0 80-80-13 13-13 13'0-0 0-0-141-66 66"26 26 14-14 12-12 0 0-0 0 0-0 0 0-0 1 240 245 TNGT 1.000 1.000 1.000 1.000.000.000 1.000.000.000 1.000 101-101-4 4 22-22-11-57 245 250 250 255 8 TNGT TNGT.000.000.000.000 1.000 1.000.000 1.000.000 1.000.000-1.000.000-1.000.000-1.000.000-1.000.000.000 1.000 1.000 1.000 1.000.000.000 101-101 25-25 4 4-0 0 22"22 22-22 2 57-3 3 25 255 8 BEND 255 M 255 M BEND 255 E.000.707.707 1.000 1.000.707.707.000 1.000.707.707.000.000.000.000-.707.000-.707.000-1.000.000.000 1.000 1.000 1.000 1.000 25-25 25-25-0 0-0 0 22-22 22-22-2 2-2 2-25 30-30 27 255 E 260 TNGT 260 TNGT 265 8 265 8 BEND 265 M 265 M BEND 265 E 1.000 1.000 1.000 1.000 1.000.924.924.707.000.383.383.707.000-.383-.383-.707.000 1.000.000.924.924.707.000 1.000.000 1.000 1.000 1.000.000-1.000.000-1.000 .000-1.000.000-1.000 1.000 1.000 1.000 1.000 25-25 25-25 25-25 25-25-0 0 8-8 8-8 8-8 22-22 9-9 9-9 9-9-2 2-2 2-2 2-2-27 19-19-16 16-17 17-16 11-12 12 20-20 21-21 22 265 E 270 TNGT.707.707~000.000.707.707.000 1.000.000 1.000-.707-.707.707.707 25-25 8-8 9-9-1-6 16-1-22 29 DIRECTION COSINES AND GLOBAL FORCES AND MOMENTS ME 101/I2 DATE 040182 d PAGE 140 ELEMENT TYPE/TITLE DIRECTION COSINES GLDBAI FORCES (LB)GLOBAL MOMENTS (FT-LB)FROM TO COSAX COSAY COSAZ COSBX COSBY COSBZ COSCX COSCY COSCZ FX FY FZ MY MZ 270 275 275 280 280 285 285 290 TNGT TNGT TNGT TNGT 1.000 1.000 1.000 1.000.000.000.000-1.000.000-1.000 1.000 1.000.000.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000.000.000.000 25-25 3 3-3 3-3 3 8-8 8-8 8-8 8-8 9-9-3 3-3 3-3 3-8-5 5-0 0-1 1 0-0 0"29-12 12 2-2 2-2 3 290 290A 290A 295 295 300 TNGT TNGT TNGT.000.000 1.000 1.000 1.000 1.000 1.000 1.000.000.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000.000 2-2 2-2-26 26 8-8 8-8 8-8 2-2-6-0 0-0 0-0 0-3-2 2-8 8 12 300 305 TNGT.000-1.000.000-1.000 1.000 1.000 1.000.000.000 1.000.000.000-26 26 8-8 6-3-0 11-12 12 dd t d d d 305 TNGT 310 8 310 8 BEND 310 M 310 M BEND 310 E.000-.707-.707-1.000.000-1.000.000-1.000 .000-1.000.000-.707.000-.707.000.000-1.000-.707-.707.000 1.000 1.000.000.000.000.707.707 1..000 1.000.000 1.000.000~000 1.000.000.000 1.000.000.000 1.000.000 1.000-26 26-26 26-26 26 21-21 21-21.21-21 3-5 8-11 14-14 20-20 20-12 12-12 10-10 3 310 E 315 TNGT-1.000-1.000.000.000.000-1.000.000" 1.000.000.000 1.000.000.000 1.000-26 26 21-21-8 8-20 10-3-14 320 E 500 TNGT 315 TNGT 320 8 320 B BEND 320 M 320 M BEND 320 E.000 1.000.000 1.000.000.500-.500-.707-.707-.707.707.500.000.707.000.707.000.707.000 1.000-.500.707-.707-.500.000-.707-.500-.707.000-1.000.000-1.000.000-1;000 1.000 1.000.707.500.000.000 1.000.000 1.000.000.707.707.707.707.707.707.000.000.707.707.707.707.707.707-26 26-26 26-26 26-26 26 21-21 21-21 21-21 21-21-8 3-3-3 3-8 8-19-10 10-10 7-7-0 0-20 14-2 2 3-3 2-2 9 STRESSES AND LOCAL FORCES AND MOMENTS TITLE SP-HCB-108 LINE PROJECT NUMBER: 8856 PROBLEM NUMBER: 5280 USER J.AB I SAMRA LOAD CASE: THRM01 ME 101/I 2 DATE 040182 PAGE ELEMENT TYPE/TITLE FROM TO FA LOCAL FORCES (LB)FB FC LOCAL MOMENTS (FT-LB)MB STRESS (PSI IM/Z)STRESS FLEX.INT.FAC.IN (I)PLANE FACTOR CODE OUT AND PLANE CLASS 5 10 TNGT 70-70-52 52 26-26-28 28-32 22-63 42 6265.5855.1.000 1.000 1.300 1.000 1.000 SC374 1.000 2 10 15 15 20 20 25 25 30 30 35 35 40 20 45 B 45 B 45 M 45 M 45 E 45 E 50 50 55 TNGT TNGT TNGT TNGT TNGT TNGT TNGT BEND BEND TNGT TNGT 70-70 70-70 0 0 0 0 0 0 0 0 52-52 52-91 91-76 76-76 76-76-52 52-52 52 25-25 0 0 0 0 0 0 76-76 76-17 17 52-52 52-16 16 26-26 26-26 0 0 0 0 0 0 44 44 44 44 44 44-44 44-44 44-28 28-28 28 0 0 0 0 0 0 S 0 0-33 33-33 24-24 12-12 12-12 12-22-10 10-33 4 0 0 0 4 0 0 0 0 56-6 6-15 15-14 14-6 6 41-42-22 22-68 9 0 0 0 0 0 0 0 43 43-43 59-59 53-53 44-44 27 5855.3933.3933.8585.1069.0.0.0.0.0.0.0.8280.4495.4495.5412.5412.4655.4655.3753.3753.5358.1.300 1.300 1.300 1.300 1.300 1.000 1.000 1.300 1.300 1.300 1.300 1.000 1.300 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.300 1.000 1.000 1.000 1.000 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 1.000 SC374 1.000 1.000 2 1.000 1.000 1.000 SC374 1.000 2 1.000 1.000 SC374 1.000 1.000 2 1.000 1.000 1.000 1.000 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 1.000 1.000 1.000 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 1.000 SC374 1.000 1.000 2 1.000 1.000 SC374 1.000 1.000 2 55 60 TNGT 85-85-16 16 23-23 10-10-41 6-28 4 5358.1350.1.300 1.000 1.000 SC374 1.300 1.000 1.000 2 60 65 65 70 TNGT TNGT 76-76 76-76-16 16-21 21 44 44 8-8 5-5 5-5-6 17-17 11-10 6-6-11 1350.1540.1540.1740.1.300 1.000 1.000 1.300 1.000 1.000 SC374 1.000 1.000 2 1.000 1.000 SC374 1.000 1.000 2 STRESSES AND LOCAL FORCES AND MOMENTS ME 101/I 2 DATE 040182 PAGE 142 ELEMENT TYPE/TITLE FROM TO FA LOCAL FORCES (LB)FB FC MA MB MC LOCAL MOMENTS (FT-LB)STRESS (PSI IM/Z)STRESS FLEX.INT.FAC.IN (I)PLANE FACTOR CODE OUT AND PLANE CLASS 70 75 75 80 B 80 8 80 M 80 M 80 E TNGT TNGT BEND BEND 76-76 76-76 76-69 69-21-21 21-21 21 21 39-39 76 8-8 8-8-8 8-8 8 5-5 5-5 5-3"11 3-3 0 0 5-5 8 11-33 33-40-40 37-37 17 1740.3537.3537.3302.3302.3062.3062.1545.1.300 1.300 1.300 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 SC374 1.000 2 1.000 1.000 SC374 1.000 1.000 2 1.000 1.000 SC374 1.000 1.000 2 1.000 1.000 SC374 1.000 1.000 2 80 E 85 85 90 90 95 95 100 B 100 8 100 M 100 M 100 E 100 E 105 TNGT TNGT TNGT TNGT BEND BEND TNGT 21-21 21-21 8-8.8-8 8 0-0 9.-9 9 76-76 8-8-21 21 9"9-9 12-12 8 8-8 8-8-6 6-6 6-6 6 6-6 6-6-6 6-3 3-3 3-6 6 ,.-6*, 6-6-4 4-13 13-13 8-10 10 6-7 10 10-13 13-9-9 13 17 2-2 23-23-10 10-6-6 2-2-2-2 7 1545.861.861.2580.2580.1130.1 130.1078.1078.1146.1146.1273.1273.1584.1.000 1.000 1.000 1.300 1.000 1.000 1.000 1.000 1.300 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 1.000 1.000 SC374 1.000'1.000 1.000 2 105 110 110 115 115 120 8 120 8 120 M 120 M 120 E 120 E 125 TNGT TNGT TNGT BEND BEND TNGT-9 9 26-26 26-26 26-36 36-25 25-25 8-8 9-9-21 21 25 0-0 26-21 21-26 26 8-8 25-25 21-21 21-21-26 26 13-13 11-17 17-18 18-18-13 23-13 9-9-38 10-5 37 3-7 11-23 28-28-10-38 42-42 37-2-31 1584.3075.3075.2565.2565.3303.3303.3736.3736.3426.3426.3828.1.000 1.300 1.300 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.300 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 50374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 STRESSES AND LOCAL FORCES AND MOMENTS ME 101/I 2 DATE 040182 PAGE 143 ELEMENT TYPE/TITLE FROM TD FA LOCAL FORCES (LB)FB FC MA MC LOCAL MOMENTS (FT-LB)STRESS (PSI IM/Z)STRESS FLEX.INT.FAC.IN (I)PLANE FACTOR CODE DUT AND PLANE CLASS 125 130 TNGT 21-21 25-25-26 26 3-3 18-8 31-21 3828.1843.1.300 1.000 1.000 1.000 1 000 SC374 1.000 2 130 130A 130A 135 TNGT TNGT 21-21 21-21 8-8 8-8-3 3-3 3 3-3 3-3 8-3 21-8 8 5 1843.750.750.481.1.000 1.000 1.000 1.000 1.000 1.000 SC374 1.000 1.000 2 1.000 1.000 SC374 1.000 1.000 2 135 135A 135A 137 137 138 137 140 TNGT TNGT TNGT TNGT 21-21 21-21 0 0 21-21 0 0 0 0 3-3 3-3 0 0 3-3-2 1-1 0 0 0-0-5 3-3 0 0 0-0-1 481.335.335.252.0.0.252.278.1.000 1.000 1.000 1.000 1.000 1.300 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 140 140A TNGT 21-21-0 0 3 F-3 1-0 1"0 278.251.1.000 1.000 1.000 SC374 1.000 1.000 1.000 2 140A 145 145 145A TNGT TNGT 21-21 0-0-0 0 6-6 3-3 0 0 0 0-12-6 0 0 0 251.257.973.488.1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 SC374 1.000 2 1.000 SC374 1.000 2 145A 150 150 155 TNGT TNGT 0-0 6-6 10-10 0 0 0 0 6-24 24-28"0 1 488.1949.1949.2999.1.000 1.000 1.000 1.300 1.000 1.000 1.000 SC374 1.000 2 1.000 1.000 SC374 1.000 1.000 2 155 160 160 165 165 170 170 175 175 180 B TNGT TNGT TNGT TNGT TNGT 10-10 10-10 10-10 10-10 9-9-6 6 3-3 3-3 2-2 10-10-18 18 0 2-2-7 7-7 7-8-30 19 28-3 3 29-29 31-31 34-1-5 2999.266.266.2412.2412.2619.2619.3715.3715.2222.1.000 1.000 1.000 1.000 1.000 1.300 1.300 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.300 1.000 1.000 SC374 1.000 1.000 1.000 2 STRESSES AND LOCAL FORCES AND MOMENTS ME 101/I 2 DATE 040182 PAGE 144 ELEMENT TYPE/TITLE FROM TO FA LOCAL FORCES (LB)FB FC MA MC LOCAL MOMENTS (FT-LB)STRESS (PSI IM/Z)STRESS FLEX.INT.FAC.IN (I)PLANE FACTOR CODE OUT AND PLANE CLASS 180 B 180 M 180 M 180 E 180 E 185 185 185A 185A 190 190 190A 190A 195 195 200 200 205 205 205A 205A 210 210 210A 2 10A 215 215 215A 215A 220 220 225 B 225 B 225 M BEND BEND TNGT TNGT TNGT TNGT TNGT TNGT TNGT TNGT TNGT TNGT TNGT TNGT TNGT TNGT BEND 9-11 80-80 80-80 80-80 80-80 80-80 80-80 80-80 80-80 80-128 6-2 2-2 2-2 2-2-10 10-10 10 80-80-9 9-9 9-0 0-0 0-0 0 101-14-10 10-10 10 10-10-6 6-6 6-0 0-0 0-2 2-2 2 6-6 6-6-15 15-15 15 101-101 0-0-18 10-10 1 0-0 0-0 0-0 0-0 0-0 0-0 0-0 0-0 0 19-23 23-23-23-19 19-7-5 2-2-0 0-0-3 7-7-8 8-23 23 26-26 74-74-133-5 6-6 6-2 5-5 9-9-13 13-35 35 32-32 24-24 9-9-5 5-2-1 0-0-1-133 153 2222.2121.2121.1989.1989.1561.1561.728.728.814.814.1098.1098.2884.2884.3399.3399.1963.1963.806.806.712.712.689.689.1903.1903.21 10.2110.6121.6121.10926.10926.12555.1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.300 1.000 1.300 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 4O STRESSES AND LOCAL FORCES AND MOMENTS ME 101/I2 DATE 040182 PAGE 145 ELEMENT TYPE/TITLE FROM TO FA LOCAL FORCES (LB)FB FC LOCAL MOMENTS (FT-LB)STRESS (PSI I M/2 MC)STRESS INT.FAC.(I)FLEX.IN PLANE FACTOR CODE OUT AND PLANE CLASS 230 230A TNGT 230A 235 TNGT 225 M BEND 225 E 225 E TNGT 230 128-101 101-101 101-101 101-101 14 80 0-0 0 0 0 0 0-0 80-80-13-13-13 13 1 0-141-66 66-26 26 14-153 141 0 0-0 0 0-0 12555.11620.11620.5425.5425.2151.2151.1128.1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 SC374 1.000 2 1.000 1.000 SC374 1.000 1.000 2 1.000 1.000 SC374 1.000 1.000 2 1.000 1.000 SC374 1.000 1.000 2 235 235A TNGT 101-101 0-0 0-0-14 12 0 0 1128.1010.1.000 1.000 1.000 SC374 1.000 1.000 1.000 2 235A 240 240 245 245 250 TNGT TNGT TNGT 101-101 101-101 22-22 0-0 4 4 4 4 0-0 22-22 101"101"12 11-11-57-., 57 3-0 1 1010.892.892.6179.6179.971.1.000 1.000 1.000 1.300 1.300 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 250 TNGT 255 B 255 B BEND 255 M 255 M 255 E 255 E 260 BEND TNGT 270 275 TNGT 260 TNGT 265 B 265 8 BEND 265 M 265 M BEND 265 E 265 E TNGT 270 22-22 22-34 34-25 25'-25 25-25 25-27 27-24 24-24 8-8 0-0 25-2 2 22-0 0 8-8-2 12 8-8 9 9 25-25-0 0-0 0 22-22 9-9-8 8-8 8-12 12 25-25 11-7-2 2-2 2-2 10-10 16-16 16-3-25-2 9-9 11-27 19"19-16-20 19-19 15 16-1"29-12 2-25 30-30 27 11-12 12 20-16 17-17 16-15 24 971.2292.2292.2652.2652.2386.2386.1843.1843.2124.2124.2230.2230.2241.2241.3143.3143.1183.1.000 1.000 1.000 1.000 SC374 1.000 1.000 2 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 1.000 1.000 1.000 1.000 SC374 1.000 2 1.000 1.000 1.000 1.000 SC374 1.000 1.000 2 1.000 1.000 1.000 1.300 1.000 1.000 1.000 1.000 1.300 1.000 1.000 1.000 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 1.000 1.000 SC374 1.000 1.000 1.000 2 STRESSES AND LOCAL FORCES AND MOMENTS ME 101/I 2 DATE 040182 PAGE 146 ELEMENT TYPE/TITLE FROM TO FA LOCAL FORCES (LB)FB FC MA MB LOCAL MOMENTS (FT-LB)STRESS (PSI IM/Z)STRESS FLEX.INT.FAC.IN (I)PLANE FACTOR CODE OUT AND PLANE CLASS 275 280 280 285 285 290 290 290A 290A 295 295 300 300 305 305 310 8 310 8 310 M 310 M 310 E 310 E 315 315 320 8 TNGT TNGT TNGT TNGT TNGT TNGT TNGT TNGT BEND BEND TNGT TNGT 8-8 3"3 8-8 8-8 8-8 8-8 11-26 26-26 26-26 21-21-3 3 8-8-3 3 8-8 21-21 26-10 10-21 21-3 3-3 3-3 3 2-2 2-2-26 26-26 26-26 26 21-21 21-21-26 26 2-2-0 0-0 0-0 0-'0 0 12-12 ,12'12 12-10 10-8 8-8-10 10 12 2 0-2 3-3-2 2-8 8 12-0 11-11 14-1 3-3 3 20-10 14-2-8-5 5-0 0"1-1 2-2-6 6-3 3-14 20-20 20-3-14-8 3 1183.594.594.269.269.270.270.190.190.647.647.1462.1462.1390.1390.1498.1498.1848.1848.1748.1748.2037.2037.897.1.000 1.300 1.300 1.300 1.300 1.000 1.000 1.000 1.000 1.000 1.000 1.300 1.300 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.300 1.300 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 320 B 320 M BEND 21-22 10 8-26 26-10 8 3-2-0 897.684.1.000 1.000 1.000 1.000 SC374 1.000 1.000 2 320 M 320 E 320 E 500 BEND TNGT 22-10 10-10-8 21-21 21"26 26-26 26-8 7-7 7 2 0-0 20-1-4 4-20 684.701.701.2401.1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 SC374 1.000 2 1.000 SC374 1.000 2 AT THE MEMBER END 225 M OF ELEMENT FROM 225 M TO 225 E CORE CHANGED FROM 40800 TO 43365 DECIMAL WORDS CORE CHANGED FROM f3365 TO 39763 DECIMAL WORDS MAX.STRESS (PSI)IS 12555. ACTIONS ON SUPPORTS AND ANCHORS TITLE: SP-HCB-108 LINE PROJECT NUMBER: 8856 PROBLEM NUMBER: 5280 USER J.ABI SAMRA LOAD CASE: SAM01 ME 101/I2 DATE 040182 PAGE 147 DATA PT TYPE TITLE FÃGLOBAL FORCES (LB)FY FZ MX GLOBAL MOMENTS (FT-LB)5 25 50 65 65 ANC RAD RAD RAD RAD 20.17.5.,-0.0.10.17.0.0.3.19.12.0.0.0.6.0.0.0.0.13.0.0.0.0.24.0.0.0.0.85 85 95 105 115 115 130 130 135 135 140 140 145 150 150 160 170 185 185 190 190 195 195 205 205 210 210 215 215 220 RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD ANC RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD 3.0.0.2.0.0.7.0.9.0.5.0.1.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.12.0.10.0.0.0.0.0.0.0.:2.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.I 32 0..0.0.3.0.3.0.3.0.1.0.0.0.0.0.0.0.0.0.0.0.Or 0~1 0'.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.2.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0. ACTIONS DN SUPPORTS AND ANCHORS~y ME 101/I2 DATE 040182 PAGE 148 DATA PT 220 230 230 235 235 240 240 250 250 260 260 275 275 290 290 295 295 305 500 TYPE TITLE RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD.RAD RAD RAD RAD RAD ANC FX 0.0.0.0.0.0.0.3.0.0.0.5.0.3.0.1.0.0.0.GLOBAL FORCES (LB)FY 0.0.0.0.0.0.0.1.0.0.0.0.0.0.0.0.0.FZ 0.0.0.0 0.0.1.0.0.0.0.0.1.0.1.0.0.'.r.'.MX 0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.GLOBAL MOMENTS (FT-LB)0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0. ACTIONS ON SUPPORTS AND ANCHORS TITLE SP-HCB-108 LINE PROJECT NUMBER: 8856 PROBLEM NUMBER: 5280 USER J.ABISAMRA LOAD CASE: SAM01 ME 101/I2 DATE 040182 PAGE 149 LOCAL FORCES (LB)LOCAL MOMENTS (FT-LB)DIRECTION COSINES DATA PT TYPE QITLE FA FB FC MB MC COS AX CDS AY COS AZ COS COS COS COS COS COS BX BY BZ CX CY CZ 5 ANC 25 RAD 50 RAD 65-RAD 65 RAD 20 13 10 17 3 17 0 0 0 0 19 0 0 0 0 6 0 0 0 0 13 0 0 0 0 24 0 0 0 0 1.00.391 1.00.000.000 1.00 1.00.000.920.000.000.000.000 1.00.000.000.000 1.00 85 85 95 105 115 115 130 130 135 135 RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD 3 32 12 2 10 3 7 3 9 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1.00.000.000 1.00.000.000 1.00.000 1.00.000.000.000 1.00.000 1.00.000.000.000 1.00.000.000.000 1.00.000 1.00 1.00 140 140 145 150 150 RAD RAD ANC RAG RAD 5 1 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 1.00.000 1.00 1.00.000.000.000.000 1.00.000.000.000.000.000 1.00.000 1.00.000.000.000 1.00 160 170 185 185 190 RAD RAD RAD RAD RAD 0 0 0 0 0 0 , 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.000.000'.00 0.000.000 1.00 0 1.00.000.000 0.000.000 1.00 0 1.00.000.000 190 195 195 205 205 210 210 215 215 220 RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.000 1.00 1.00.000 1.00.000 1.00.000 1.00.000.000.000.000 1.00.000 1.00.000 1.00.000 1.00.000 1.00.000.000 ACTIONS ON SUPPORTS AND ANCHORS ME 101/I 2 DATE 040182 PAGE 150 DATA TYPE TITLE PT FA FB LOCAL FORCES (LB)FC LOCAL MOMENTS (FT-LB)MB DIRECTION COSINES MC COS COS COS COS COS COS-COS COS COS AX AY AZ BX BY BZ CX CY CZ 220 RAD 230 RAD 230 RAD 235 RAD 235 RAD 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.000 1.00.000 0.000 1.00.000 0.000.000 1.00 0.000 1.00.000 0.000.000 1.00 240 RAD 240 RAD 250 RAD 250 RAD 260 RAD 0 1 3 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.000 0.000 0 1.00 0.000 0.000 1.00.000.000 1.00 1.00.000 1.00.000.000.000 260 RAD 275 RAD 275 RAD 290 RAD 290 RAD 0 5 3 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.000 0 1.00 0.000 0 1.00 0.000.000 1.00.000.000.000 1.00.000.000.000 1.00 295 RAD 295 RAD 305 RAD 500 ANC 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1.00 0.000 0.000 0 1.00.000.000 1.00.000.000 1.00.000.000.000 1.00.000.000.000 1.00

JOINT DISPLACEMENTS FOR THE SAM01 LOAD CASE TITLE SP-HCB-108 LINE PROJECT NUMBER: 8856 PROBLEM NUMBER: 5280 USER J.ABISAMRA LOAD CASE: SAM01 ME 101/I2 DATE 040182 PAGE 151 DISPLACEMENTS (IN)ROTATIONS (RAD)DATA 5 10 15 20 25 30 35 40 45 8 45 E 50 55 60 65 70 75 80 B 80 E 85 90 95 100 B 100 E 105 110 115 120 B 120 E 125 130 130A 135 135A 137 138 PT TYPE/TITLE DX.007.007.008.009.008.010.016.023.017.020.020.025.031.032.034.034.034.033..032.032.031.031.031.032.033.033.033.032.026.032.060.084.092.088.087 DY.000.001.011.014.014.014.014..014.014.004.000 ,013.002.002.002.002.003.006.006.005.002.002.002.002.002.002.007.008.004.004.004.004.004.004.004 DZ.007.007.012.016.007.018.037.057.045.054.054.054.052.052.052.052.052.054.056.060.060.060.059.058.057.056.055.056.056.056.060.064.065.065.065 RX.000000.000255.001390.002543.002590.002590.002590.002590.002568.001737.001516.000611.000109.0001 17.00004 1.000296.000473.000714.000645.000224.000192.000140.000199.000259.000276.000294.000381.0004 17.000281.000237.000248.000169.000007.000058.000058 RY.000000.000266.000534.000342.000342.000342.000342.000342.000919.00131 1.001351.001065.000486.000402.000164.000182.000203.000207.000208.000259.000262.000249.000211.000172.000147.000109.000121.000237.000346.000335.000289.000244.000199.000153.000153 RZ.000000.000538.001265.001020.001039.001039.001039.001039.0007 13.000787.000831.001 159.001172.001118.000943.000734.000665.000552.000510.000177.000067.0001 14.000180.000228.000262.000263.000445.000651.001241.001364.001498.000845.000037.000292.000292 'C p JOINT DISPLACEMENTS FOR THE SAM01 LOAD CASE ME 101/I 2 DATE 040182 PAGE 152 DISPLACEMENTS (IN)ROTATIONS (RAD)DATA PT TYPE/TITLE 140 140A 145 145A 150 155 160 165 170 175 180 B 180 E 185 185A 190 190A 195 200 205 205A 210 210A 215 215A 220 225 B 225 E 230 230A 235 235A 240 245 250 255 B 255 E 260 265 8 265 E 270 275 280 285 290 DX.084.083.084.084.084.084.084.084.084.084.084.084.084.084.084.084.084.084.084.084.084.084.084.084.084.085.085.085.085.085.085.085.085.084.082.081.081.081.081.078.084.133.137.138 DY.004.004.004.004.004.004.004.004.004.004.004.004.004.004.004.004.004.004.004.004.004.004.004.003.004.008.009.015.016.015.015.015.015.015.015.015.015.019.019.020.020.020.020.020 DZ.064.064.064.064.064.064.064.064.064.064.064.064.064.064.064.064.064.064.064.064.064.064.064.064.064'064.064.064.064.064.064.064.064.064.064.064.064.062.062.062.064.071.071.071 RX.000040.000010.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000.000001.000001.000005.000005 ,.000003.000001.000005.000004.000023.000020.000103.000164.000161.000133.000102.000070.000038.000007.000026.000029.000031.000037.000043.000163.000174.000208.000170.000087.000064.000055 RY.0001 15.000057.000000.000000.000000.000000.000000.000000.000000.000001.000001.000003.000004.000004.000005.000006.000007.000005.000001.000002.000001.000005.000004.000021.000020.000010.000002.000004.000013.00001 1.000056.000078.000144.000176.000105.000068.000122.000164.000255.000309.000473.000467.000453 RZ.000198.000049.000000.000000.000000.000000.000001.000000.000000.000000.000000.000000.000000.000000.000001.000001.000004.000008.000017.000036.000055.000082.000109.000146.000183.000207.000211.000119.000022.000031.000007.000005.000017.000028.000052.000064.000070.000105.000114.000176.000497.000690.000490.000426 dOINT DISPLACEMENTS FOR THE SAM01 LOAD CASE ME 101/I 2 DATE 040182 PAGE 153 DISPLACEMENTS (IN)ROTATIONS (RAD)DATA PT TYPE/TITLE 290A 295 300 305 310 B 310 E DX.142.138.137.137.138.138 DY.020.020.020.020.020.020 DZ.071.071.071.071.071.071 RX.000015.000036.000051.000055.000055.000049 RY.000307.000160.0001'l4.000093.000088.000055 RZ.00007 1.000138.000095.000065.000060.000023 315.138 320 8.138 320 E.138 500*.138 CORE CHANGED FROM 39763 TO 40800.020.071.020.071.020.071.020.071 DECIMAL WORDS.000040.000033.000015.000000.000028.000016.000005.000000.000003.000008.000009 4@DIRECTION COSINES AND GLOBAL FORCES AND MOMENTS TITLE SP-HCB-108 LINE PROJECT NUMBER: 8856 PROBLEM NUMBER: 5280 USER J.ABI SAMRA LOAD CASE: SAM01 ME 101/I 2 DATE 040182 PAGE 154 ELEMENT TYPE/TITLE FROM TO DIRECTION COSINES CDSAX COSAY COSAZ COSBX COSBY COSBZ COSCX COSCY COSCZ GLOBAL FORCES (LB)FX FY FZ MX MY MZ GLOBAL MOMENTS (FT-LB)5 TNGT 10 10 TNGT 15~15 TNGT 20 20 TNGT 25 25 TNGT 30 30 TNGT 35 35 TNGT 40 20 TNGT 45 B 45 8 BEND 45 M 45 M BEND 45 E 45 E TNGT 50 50 TNGT 55 55 TNGT 60 60 TNGT 65-.920.000-.920.000.391.391.000-1.000.000.000-1.000 .000.391.000.391.000.920.920-.921.000-.921.000-.921.000-.921.000.000-1.000 .000-1.000.000-1.000.000-1~000.000-1.000.000-1.000.390'000-1.000 .000.390.000-1.000.000.390.390.000-1.000.000.000-1.000 .000.000.000-1.000 .000.000-1.000.000.000-1.000 .000.000-1.000.000.000-1.000.000.000-1.000.390.000.390.000 I.390.000.390.000 1.000.000 1.000.000 1.000.000 1.000'000 1.000.000 1.000.000.921.921.921.921.000-1.000.000-1.000.000 1.000.000 1.000.000.000-1.000 .000.000-1.000 1.000.000 1: 000.000.000.000.000 1.000.000.000.707.707.000.707.707.000.000 1.000.000.000 1.000.000.000 1.000.000.000 1.000.000.000 1.000.000.000 1.000.000-.707.707.000-.707.000-1.000.000-1.000 .000-1.000 .000-1.000.000-1.000 .707.000.000.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000.000.000.000'1.000.000.000 1.000.000.000-~707.000-~'707.000.707.707.000-1.000..000.000-1.000.000.707.000.707.000.707.707.000.000 1.000.000.000 1.000.000-1.000.000-1.000.000 1.000.000.000 1.000.000.000.000 1.000 1.000.000.000.000.000 1.000 1.000.000.000 20 20 20 20 20 20 5 5 0 0 0 0 0 0 15 15 15 15 15 15 15 15 15 15 15 15 15 15 17 17 17 17 17 17 0 0 0 0 0 0 0 0 17 17 17 17 17 17 17 17 8 8 8 8 8 8 19 19 19 19 19 19 12 12 0 0 0 0 0 0 30 30 30 30 30 30 30 30 30 30 30 30 30 30 6 8 13 9 8 16 16 22 9 3 3 11 4 0 0 0 0 0 0 0 0 0 0 0 17 23 23 22 11 9 9 5 22 19 19 11 11 3 5 2 2 14 14 7 3 7 7 0 0 0 0 17 17 24 18 18 4 4 16 2 0 0.0 0 0 0 0 18 1 1 4 4 6 6 6'6 3 3 3 4~DIRECTION COSINES AND GLOBAL FORCES AND MOMENTS ME 101/I2 DATE 040182 PAGE 155 ELEMENT TYPE/TITLE DIRECTION COSINES GLOBAL FORCES (LB)GLOBAL MOMENTS (FT-LB)FROM TO COSAX COSAY COSAZ COSBX COSBY COSBZ COSCX CDSCY COSCZ FX FY FZ MX MY 65 TNGT 70 70 TNGT 75 75 TNGT.80 8 80 8 BEND 80 M 1.000 1.000 1.000 1.000 1.000 1.000.000 1.000.707.707.000-1.000.000-1.000.000-1.000 .000-1.000.000-1.000.000-1.000 1.000 1.000 1.000 1.000 1.000 1.000~000 1.000.000-1.000.000.707-.707-1.000.000.000 30 30 30 30 30 30 30 30 3 8 8 10 10 7 7 5 1 0 80 M BEND 80 E 80 E TNGT 85 85 TNGT 90 90 TNGT 95 95 TNGT 100 8 100 8 BEND 100 M 100 M BEND 100 E 100 E TNGT 105 105 TNGT 110 110 TNGT 115 115 TNGT 120 8 120 8 BEND 120 M 120 M BEND 120 E.000.707.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000.707.000.000.707-.707-1.000.000.000-1.000 -1.000.000.000.000.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000.707.707.000-1.000.000-1.000.000-1.000 .000-1.000.000 1..000.000.707.000.000.000-.707 1.000 1.000 1.000 1.000-1.000-1.000.000.707.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000-1.000-1.000-1.000-1.000.707.000.000.707-.707-1.000.000.000-1.000 -1.000 1.000 1.000.000;000 1.000.000.000 1.000.000-1.000 .000-1.000 .000-1.000.000-1.000 1.000 1.000 1.000 1.000-1.000-.707-.707.000.000.707.000 1.000.707.000 1.000.000.707.000.000.000.000 1.000.000.707.707.000.707.000.000.000.000.000.000.000 1.000 1.000 1.000 1.000.000.000 1.000 1.000 1.000 1.000 8 8 30 30 30 30 2 2 1 9 0 1 0 0 1 2 2 DIRECTION COSINES AND GLOBAL FORCES AND MOMENTS ME 101/I 2 DATE 040182 PAGE 156 ELEMENT TYPE/TITLE DIRECTION COSINES GLOBAL FORCES (LB)GLOBAL MOMENTS (FT-LB)FROM TO COSAX COSAY CDSAZ COSBX COSBY CDSBZ COSCX COSCY COSCZ FX FY FZ MX MY MZ 120 E 125 125 130 TNGT TNGT 1.000 1.000 1.000 1.000.000-1.000 .000-1.000.000 1.000.000 1.000 1.000 1.000 1.000 1.000.000.000.000.000 2 2 2 2 2 2 4 4 3 0 0 0 5 5 130 130A 130A 135 135 135A TNGT TNGT TNGT.000.000 1.000 1.000 1.000 1.000 1.000 1.000.000.000;000 1.000.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 5 5 5 5 3 3 2 2 E 2 2 2 0 0 0 0 0 0 6 3 3 11 11 6 135A 137 TNGT 1.000 1.000.000 1.000 1.000.000 1.000 1.000.000.000 3 3 1 0 0 0 137 138 TNGT 1.000 1.000.000-1.000 .000-1.000 1.000 1.000.000.000 0 0 0 0 0 0 0 0 0 0 0 0 137 140 TNGT 1.000 1.000.000.000.000 1.000.000 1.000 1.000 1.000.000.000 2 2 0 1 0 0 1 3 140 140A 140A 145 TNGT TNGT 1.000 1.000.000 1.000.000 1.000.000.000.000.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 2 2 0 0 0 0 1 0 0 0 0 0 0 0 145 145A 145A 150 150 155 TNGT TNGT TNGT.000.000 1.000 1.000 1.000 1.000 1.000 1.000.000.000.000.000.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000.000.000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 155 160 TNGT 1.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000 0 0 0 0 0 0 0 0 0 0 0 0 160 165 TNGT 1.000 1.000.000.000 1.000.000.000.000.000 1.000.000.000.000.000 1.000 1.000 0 0 0 0 0 0 0 0 0 0 0 0 165 170 170 175 TNGT TNGT 1.000 1.000 1.000 1.000.000.000.000.000.000 1.000.000 1.000 ,000 1.000.000 1.000.000.000.000.000.000.000 1.000 1.000.000 1.000.000 1.000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

DIRECTION COSINES AND GLOBAL FORCES AND MOMENTS ME 101/l2 DATE 040182 PAGE 157 ELEMENT TYPE/TITLE DIRECTION COSINES GLOBAL FORCES (LB)GLOBAL MOMENTS (FT-LB)FROM TO COSAX COSAY COSAZ COSBX COSBY CDSBZ COSCX COSCY COSCZ FX FY FZ MX MZ 175 TNGT 180 B 180 B BEND 180 M 180 M BEND 180 E 180 E TNGT 185 185 TNGT 185A 185A TNGT 190 190 TNGT 190A 190A TNGT 195 195 TNGT 200 200 TNGT 205 205 TNGT 205A 205A TNGT 210 210 TNGT 210A 210A TNGT 215 215 TNGT 215A 215A TNGT 220 220 TNGT 225 B.707.707.707.707.000.000.707.924.924 1.000.707.383.383 1.000 1.000.000 1.000.000.000 1.000.000.000.000.000.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000.000.000.000.000.000.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000.000 1.000.000 1.000.000 1.000.000.000 1.000.000.000-.707.000-.707.000.707.000.383.707.707-.707-.924 1.000 1.000-1.000-1.000.000.000.000.383-.924-1.000.000.000-1.000 -1.000.000.000 1.000.000.000 1.000.000.000 1.000.000.000 1.000 1.000 1.000 1.000 1.000.000.000.000.000 1.000 1.000.000.000 1.000 1.000.000.000.000.000.000=.000 1.000.000.000 1.000 1.000 1.000.000.000.000.000 1.000.000.000 1.000 1.000 1.000.000-1.000.000-1.000.000-1.000.000-1.000.000-1.000.000-1.000.000.000 1.000.000 1.000.000 1.000 1.000 1.000 1.000.000.000.000-1.000.000-1.000.000-1.000.000-1.000.000-1.000.000-1.000.000-1.000.000-1.000 .000-1.000.000-1.000.000.000.000.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000.000.000.000.000.000.000 1.000 1.000.000.000.000.000 1.000 1.000.000.000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 DIRECTION COSINES AND GLOBAL FORCES AND MOMENTS ME 101/I 2 DATE 040182 PAGE 158 ELEMENT TYPE/TITLE FROM TO COSAX COSAY COSAZ DIRECTION COSINES COSBX COSBY COSBZ COSCX COSCY COSCZ GLOBAL FORCES (LB)FX FY FZ GLOBAL MOMENTS (FT"LB)MX MY 225 B BEND 225 M 225 M BEND 225 E 225 E TNGT 230 230 TNGT 230A 230A TNGT 235 235 TNGT 235A 235A TNGT 240 240 TNGT 245 245 TNGT 250 250 TNGT 255 B 255 B BEND 255 M 255 M BEND 255 E 255 E TNGT 260 260 TNGT 265 B 265 B BEND 265 M 265 M BEND 265 E 265 E TNGT 270.000.707.707 1.000 1.000 1r 000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000.707.707 1.000 1.000 1.000 1.000 1.000 1.000.924.924.707.707.707.000.000 000 000.000.000.000.000 1.000.707.707.000.000.000 1.000 1.000 1.000 1.000 1.000.707.707.000.000.000.383.383.707.707.707 1.000.707.000-.707.707.000.000-.707.000-1.000.000.000.000.000.000-.000-1.000 1.000 1.000 1.000 1.000 1.000.000-1.000.000-1.000 1.000.707.707.000.000.000.000-.707.000-.707.000-1.000.000 1.000.000 1.000.000 1.000.000 1.000.000-.383-.383-.707.000 1.000.000.924.924.707.000 1.000.000 1.000 1.000 1.000.000 1.000.000 1.000 1.000 1.000 1.000 1.000.000 1.000.000 1.000.000.000.000.000.000.000.000.000 1.000.000 1.000.000 1.000.000 1.000.000.000 1.000.000 1.000.000 1.000.000 1.000 1.000 1.000 1.000 1.000.000.000.000.000.000.000 1.000.000.000 1.000.000.000 1.000.000.000 1.000.000-1.000.000-1.000.000-1.000.000-1.000-.707.000-.707.000.000.000.707.707.000 1.000.000 1.000.000.000 1.000.000.000 1.000.000.000 1.000.000.000 1.000.000.000 1.000.000.000 1.000.000.000 1.000.000.000 1.000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 3 3 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 2 2 2 2 2 2 2 2 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 DIRECTION COSINES AND GLOBAL FORCES AND MOMENTS ME 101/I 2 DATE 040182 PAGE 159 ELEMENT TYPE/TITLE DIRECTION COSINES GLOBAL FORCES (LB)GLOBAL MOMENTS (FT-LB)FROM TO COSAX CDSAY COSAZ COSBX COSBY COSBZ COSCX COSCY COSCZ FX FY FZ MX MY MZ 270 TNGT 275 275 TNGT 280 280 TNGT 285 285 TNGT 290 290 TNGT 290A 290A TNGT 295 295 TNGT 300 300 TNGT 305 305 TNGT 310 B 310 B BEND 310 M 310 M BEND 310 E 310 E TNGT 315 315 TNGT 320 B 320 B BEND 320 M 320 M BEND 320 E 320 E TNGT 500.000.000.000.000.000-.707-.707-1.000-1.000-1.000.000-.500-.500-.707-.707-.707 1.000 1.000.000.000 1.000 1.000 1.000 1.000.000.000 1.000 1.000.000-1.000.000-1.000 .000-1.000.000-1.000.000-1.000.000-.707-.707.000 1.000 1.000 1.000.707.707.000.500.707.707.707.000-1.000.000-1.000 1.000 1.000 1.000 1.000.000.000.000.000 1.000 1.000.000.000.000.000 1.000 1.000 1.000 1.000-1.000-.707-.707.000.000.000.000-1.000.000-1.000 -.707-.500.000-.707-.500-.707.000-1.000.000-1.000.000-1.000 1.000 1.000 1.000 1.000 1.000 1.000.000.000 1.000 1.000 1.000 1.000.000.000 1.000 1.000.000 1.000 1.000.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000.000 1.000.000 1.000.000.000.000.000 000 000.000.000.000'.707 1.000 1.000.000.000 1.000 1.000.000.000 1.000 1.000.707.500.500 1.000 1.000.707.707.707.707.000.000.000.000.707.707.707.707.707.000.707.707.000.707.707.000 1.000.000 1.000.000 1.000.000.000 1.000.000 1.000 3 3 2 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0'0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 1 6 6 5 5 5 5 2 1 0 0 0 0 0 0 0 0 0 STRESSES AND LOCAL FORCES AND MOMENTS TITLE SP-HCB-108 LINE PROJECT NUMBER: 8856 PROBLEM NUMBER: 5280 USER J.ABI SAMRA LOAD CASE: SAM01 ME 101/I 2 DATE 040182 PAGE 160 ELEMENT TYPE/TITLE FROM TO FA LOCAL FORCES (LB)FB FC LOCAL MOMENTS (FT-LB)MC STRESS (PS I IM/Z)STRESS FLEX.INT.FAC.IN (I)PLANE FACTOR CODE OUT AND PLANE CLASS 5 TNGT 10 10 TNGT 15 15 TNGT 20 20 TNGT 25 25 TNGT 30 30 TNGT 35 35 TNGT 40 20 TNGT 45 8 45 8 BEND 45 M 45 M BEND 45 E 45 E TNGT 50 50 TNGT 55 55 TNGT 60 60 TNGT 65 65 TNGT 70 25 25 25 25 25 25 0 0 0 0 0 0 0 0 17 17 17 33 33 30 30 30 30 30 32 32 30 30 30 30 17 17 17 17 17 17 12 12 0 0 0 0 0 0 30 30 30 9 9 17 17 17 10 10 10 10 0 0 0 0 0 0 15 15 15 15 15 15 15 15 15 15 15 15 14 14 14 14 14 14 0 0 0 0~~0.0 0 0 11 9 13 9 3 11 2 0 0 0 0 0 0 0 18 1 2 14 14 7 20 13 13 8 8 23 4 0 0 0 0 0 0 0 17 17 17 23 23 22 22 19 19 11 12 1 2313.2324.2324.1784.1784.3109.513.0.0.0.0.0.0.0.2893.1638.1638.2089.2090.1916.1916.1635.1635.1998.1998.836.836.651.651.700.1.000 1.300 1.300 1.300 1.000 1.000 1.000 1.000 1.300 1.000 1.300 1.000 1.300 1.000 1.000 1.300 1.300 1.300 1.300 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.300 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.300 1.000 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.300 1.300 1.300 1.000 1.000 1.300 1.000 1.000 1.000 1.000 1.000 SC374 1.000 2 1 000 SC374 1.000 2 1.000 1.000 SC374 1.000 1.000 2 STRESSES AND LOCAL FORCES AND MOMENTS.ME 101/I 2 DATE 040182 PAGE 161 ELEMENT TYPE/TITLE FROM TO FA LOCAL FORCES (LB)FB FC LOCAL MOMENTS MA (FT-LB)STRESS (PSI IM/Z MC)STRESS FLEX.INT.FAC.IN (I)PLANE FACTOR CODE DUT AND PLANE CLASS 70 75 TNGT 30 30 700.933.1.300 1.000 1.300 1.000 1.000 SC374 1.000 2 75 80 B TNGT 30 30 8 10 933.831.1.300 1.000 1.000 1.000 SC374 1.000'1.000 2 80 B 80 M 80 M 80 E 80 E 85 85 90 90 95 BEND BEND TNGT TNGT TNGT 30 25 25 5 5 18 18 30 30 30 1 0 10 7 831.649.649.253.253.743.743.415.415.376.1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.300 1.300 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 SC374 1.000 2~1.000 SC374 1.000 2 1.000 SC374 1.000 2'.000 SC374 1.000 2 1.000 SC374 1.000 2 95 100 8 100 8 100 M 100 M 100 E 100 E 105 105 110 110 115 115 120 8 TNGT BEND BEND TNGT TNGT TNGT TNGT 8 8 ,.2~2 1 0 1 2 3 376.158.158.213.213.228.228.148.148.230.230.301.301.434.1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.300 1.300 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2-1.000 SC374 1.000 2 120 8 120 M BEND 434.476.1.000 1.000 1.000 SC374 1.000 1.000 1.000 2 120 M 120 E 120 E 125 BEND TNGT 4 5 3 0 476.474.474.692.1.000 1.000 1.000 1.300 1.000 1.000 1.000 1.000 1.000 SC374 1.000 2 1.000 SC374 1.000 2

STRESSES AND LOCAL FORCES AND MOMENTS ME 101/I2 DATE 040182 PAGE 162 ELEMENT TYPE/TITLE FROM TD FA LOCAL FORCES (LB)FB FC LOCAL MOMENTS (FT-LB)MC STRESS (PSI IM/Z)STRESS INT.FAC.(I)FLEX.IN PLANE FACTOR CODE OUT AND PLANE CLASS 125 130 130 130A 130A 135 135 135A 135A 137 137 138 137 140 140 140A 140A 145 145 145A 145A 150 150 155 155 160 160 165 165 170 170 175 175 180 8 TNGT TNGT TNGT TNGT TNGT TNGT TNGT TNGT TNGT TNGT TNGT TNGT TNGT TNGT TNGT TNGT TNGT 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ,0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 51 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 11 11 6 0 0 3 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 692.597.597.260.260.953.953.518.518.88.0.0.88.286.286.78.78.145.0.0.0.0.0.0.0.0.0;1.1.300 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.300 1.000 1.000 1.000 1.000 1.000~1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.300 1.300 1.000 1.000 1.000 1.000 1.000.1.000 1.300 1.300 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.'000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 50374 1.000 2 STRESSES AND LOCAL FORCES AND MOMENTS ME 101/I2 DATE 040182 PAGE 163 ELEMENT TYPE/TITLE FROM TO FA LOCAL FORCES (LB)FB FC MA MB LOCAL MOMENTS (FT-LB)STRESS (PSI IM/2 MC)STRESS FLEX.INT.FAC.IN (I)PLANE FACTOR CODE DUT AND PLANE CLASS 180 8 180 M 180 M 180 E 180 E 185 185 185A 185A 190 190 190A BEND BEND TNGT TNGT TNGT TNGT 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1.2.2.3.1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 190A 195 TNGT 0 0 0 0 0 0 0 0 0 0 0 0 3.7.1.000 1.000 1.000 SC374 1.000 1.000 1.000 2 195 200 200 205 205 205A TNGT TNGT TNGT 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 p 0'.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7.17.17.15.15.13.1.000 1.300 1.300 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 205A 210 TNGT 0 0 0 0 0 0 0 0 0 0 0 0 13.15.1.000 1.000 1.000 SC374 1.000 1.000 1.000 2 210 210A 2 10A 215 215 215A TNGT TNGT TNGT 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 15.15.15.28.28.31.1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 1.000 SC374 1.000 1.000 2 215A 220 TNGT 0 0 0 0 0 0 0 0 0 0 0 1 31.82.1.000 1.000 1.000 1.000 1.000 SC374 1.000 2 220 225 8 225 B 225 M TNGT BEND 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 82.23.23.25.1.000 1.000 1.000 1.000 1.000 1.000 1.000 SC374 1.000 2 1.000 1.000 SC374 1.000 1.000 2 STRESSES AND LOCAL FORCES AND MOMENTS ME 101/I2 DATE 040182 PAGE 164 ELEMENT TYPE/TITLE FROM TO FA LOCAL FORCES (LB)FB FC MA MB MC LOCAL MOMENTS (FT-LB)STRESS (PSI IM/2)STRESS INT.FAC.(I)FLEX.IN PLANE FACTOR CODE OUT AND PLANE CLASS 225 M 225 E 225 E 230 230 230A 230A 235 235 235A 235A 240 240 245 BEND TNGT TNGT TNGT TNGT TNGT TNGT 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 25.24.24.99.99.37.37.32.32.22.22.48.48.226.1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.300 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 245 250 TNGT 0 0 0 0 ,.0 0 0 0 226.182.1.300 1.000 1.000 SC374 1.000 1.000 1.000 2 250 255 8 255 8 255 M TNGT BEND 0 0 0 0 0 0 0 0 0 0 0 0 182.107.107.171.1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 SC374 2 SC374 2 255 M 255 E 255 E 260 260 265 8 BEND TNGT TNGT 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 171.181.181.158.158.201.1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 265 8 265 M BEND 0 0 0 0 201.207.1.000 1.000 1.000 1.000 SC374 1.000 1.000 2 265 M 265 E 265 E 270 270 275 BEND TNGT TNGT 0 0 0 1 0 0 0 0 0 0 0 2 0 0 0 207.197~197.136.136.500.1.000 1.000 1.000 1.300 1.300 1.000 1.000-1.000 1.000 1.000 1.000 1.000 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 STRESSES AND LOCAL FORCES AND MOMENTS ME 101/I 2 DATE 040182 PAGE 165 ELEMENT TYPE/TITLE FROM TO FA LOCAL FORCES (LB)FB FC LOCAL MOMENTS (FT-LB)STRESS (PSI I M/Z MA MB MC)STRESS FLEX.INT.FAC.IN (I)PLANE FACTOR CODE DUT AND PLANE CLASS 275 TNGT 280 280 TNGT 285 285.TNGT 290 290 TNGT 290A 290A TNGT 295 295 TNGT 300 300 TNGT 305 305 TNGT 310 B 310 B BEND 310 M 310 M BEND 310 E 310 E TNGT 315 315 TNGT 320 B 320 8 BEND 320 M 320 M BEND 320 E 320 E TNGT 500 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 500.491.491.497.497.422.422.177.177.1 18.118.130.130.104.104.104.104.101.101.86.86.53.53.g6.46.46.46.37.37.32.1.300 1.300 1.300 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 1.300 1.000 1.000 SC374 1.000 1.000 2 1.300 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.300 1.300 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 SC374 1.000 2 1.'000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 1.000 1 000 1 000 SC374 1.000 1.000 2 1.000 1.000 1.000 SC374 1.300 1.000 1.000 2 AT THE MEMBER END 20 OF ELEMENT FROM 15 CORE CHANGED FROM 40800 TO 43365 DECIMAL WORDS CORE CHANGED FROM 43365 TO 39763 DECIMAL WORDS TO 20 , MAX.STRESS (PSI)IS ttt 3 109. ACTIONS DN SUPPORTS AND ANCHORS TITLE SP-HCB-108 LINE PROJECT NUMBER: 8856 PROBLEM NUMBER: 5280 USER J.ABI SAMRA LOAD CASE: SAM02 ME 101/I 2 DATE 040182 PAGE 166 DATA PT 5 25 50 65 65 85 85 95 105 115 115 130 130 135 135 140 140 145 150 150 160 170 185 185 190 190 195 195 205 205 210 210 215 215 220 TYPE ANC RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD ANC RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD TITLE FX 24.6.0.20.0.4~0.0.3.0.0.9.0.11.0.6.0.2.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.GLOBAL FORCES (LB)FY 21.0.12.0.4.0.0.15.O.11.0.0.0.0.0.0.0.3.0.'0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.FZ 23.15.0.0.0.0.39.0.0.0.4.0.4.0.3.0.-1.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.7.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.GLOBAL MOMENTS (FT-LB)MY 16.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.MZ 29.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.2.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0. ACTIONS DN SUPPORTS AND ANCHORS ME 101/I2 DATE 040182 PAGE 167 DATA.TYPE TITLE PT FX GLDBAI FORCES (LB).FY FZ MX GLOBAL MOMENTS (FT-LB)MY MZ 220 230 230 235 235 240 240 250 250 260 260 275 275 290 290 295 295 305 500 RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD ANC 0.0.0.0.0.0.0.4.0.0.0.6.0.4.0.2.0.0.0.1.1.0.0.0.0.0.0.0.1.0.0.0.0.0.0.0.0.0.0.0.0.O.0.0.0.0.0.0.2.0.0.o.f'.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0 0.0.0.0.0.0.0.0.0.0.0. ACTIONS TITLE PROJECT NUMBER PROBLEM NUMBER USER LOAD CASE ANCHORS SP-HCB-108 LINE 8856 5280 J.ABI SAMRA SAM02 ON SUPPORTS AND ME 101/I2 DATE 040182 PAGE 168 LOCAL FORCES (LB)LOCAL MOMENTS (FT-LB)DIRECTION COSINES DATA PT TYPE TITLE FA FB FC MA MB MC COS AX COS AY COS AZ COS COS COS COS COS COS BX BY BZ CX CY CZ 5 25 50 65 65 ANC RAD RAD RAD RAD 24 16 12 20 4 21 23 0 0 0 0 0-0 0 0 7 0 0 0 0 16 0 0 0 0 29 0 0 0 0 1.00.391 1.00.000.000.000 1.00.000 1.00.000.920.000.000.000.000 1.00.000.000.000 1.00 85 85 95 105 115 RAD RAD RAD RAD RAD 4 39 15 3 11 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1.00.000.000 0.000.000 1.00 0.000 1.00.000 0 1.00.000.000 0.000 1.00.000 115 130 130 135 135 RAD RAD RAD RAD RAD 4 9 4 11 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.000 1.00.000 1.00.000.000 1.00.000.000.000 1.00.000 1.00 150 150 RAD RAD 140 RAD 140 RAD 145.ANC 6 1 2 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 1.00.000 1.00 1.00.000.000.000.000.000.000.000 1.00.000.000 1.00.000 1.00.000.000.000 1.00 160 170 185 185 190 190 195 195 205 205 RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.000.000 1.00.000 1.00.000 1.00.000 1.00.000.000.000.000.000.000.000.000.000.000 1.00 1.00 1.00.000 1.00.000 1.00.000 1.00.000.000 210 210 215 215 220 RAD RAD RAD RAD RAD 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1.00.000.000 0.000 1.00.000 0 1.00.000.000 0.000 1.00.000 0 1.00.000.000 ACTIONS ON SUPPORTS AND ANCHORS ME 101/I 2 DATE 040182 PAGE 169 DATA TYPE TITLE PT LOCAL FORCES (LB)FA FB FC LOCAL MOMENTS (FT-LB)MA MB MC COS COS AX AY DIRECTION CDSINES COS COS COS CDS COS COS COS AZ BX BY BZ CX CY CZ 220 RAD 230 RAD 230 RAD 235 RAD 235 RAD 240 RAD 240 RAD 250 RAD 250 RAD 260 RAD 260 RAD 275 RAD 275 RAD 290 RAD 290 RAD 295 RAD 295 RAD 305 RAD 500 ANC 1 0 0 0 0 1 4 0 1 0 6 2 4 1 2 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.000 1.00~000 0.000 1.00'000 0.000.000 1.00 0.000 1.00.000 0.000.000 1.00 0.000 1.00.000 0.000.000 1.00 0 1.00.000.000 0.000 1.00.000 0.000 1.00.000 0.000.000 1.00 0 1.00.000.000 0.000.000 1.00 0 1.00.000.000 0.000.000 1.00 0 1.00.000.000 0.000.000 1.00 0.000 1.00.000 0 1.00.000.000.000 1.00.000.000.000 1.00 JOINT DISPLACEMENTS FOR THE SAM02 LOAD CASE TITLE SP-HCB-108 LINE PROJECT NUMBER: 8856 PROBLEM NUMBER: 5280 USER J.ABISAMRA LOAD CASE: SAM02 ME 101/I 2 DATE 040182 PAGE 170 DISPLACEMENTS (IN)ROTATIONS (RAD)c c2 rc DATA 5 10 15 20 25 30 35 40 45 B 45 E 50 55 60 65 70 PT TYPE/TITLE DX.008.008.009.010.009.012.019.028.020.024.024.031.038.039.042 DY.001.001.013.017.017.017.017.017.017'004.001.016.002.002.003 DZ.008.009.015.019.008.022.044.069.054.065.065.065.063.063.063 RX.000000.000307.001676.003067.003124.003124.003124.003124.003097.002095.001828.000738 ,.000133.000142.000050 RY.000000.000321.000644.000412.0004 12.0004 12.0004 12.0004 12.001 107.001580.001628.001283.000586.000485.000198 RZ.000000.000649.001526.001230.001254.001254.001254.001254.000859.000949.001002.001399.001414.001349.001137 c"c c~c~c 75 80 B 80 E 85 90 95 100 8 100 E 105 110 115 120 8 120 E 125 130.042.041.040.039.039.038.038.038.039.040.040.040.039.032.039.003.004.007.007.007.002.003.003.003.003.002.009.005.005.063.063.066.068.073.073.073.072.070.069.068.067.068.068.068.000358.000571.000862.000780.000270.000234.000172.000243.0003 15.000337.000358.000464.000507.000337.000277.000219.000244.000248.000250.0003 10.000313.000296.000251.000204.000174.000128.000147.000287.000420.000406.000885.000802.000664.000614.000211.000082.000140.000222.000280.000322.000323.000539.000788.001504.001652 130A 135 135A 137 138.073.102.111.107.105.005.005.005.005.005.072.077.079.078.078.00028 1.00035 1.000194.000296.000009.00024 1.000067~.000185.000067.000185.001815.001024.000045.000354.000354 i)OINT DISPLACEMENTS FOR THE SAM02 LOAD CASE ME 101/I2 DATE 040182 PAGE 171 DISPLACEMENTS (IN)ROTATIONS (RAD)DATA PT TYPE/TITLE 140 140A 145 145A 150 155, 160 165 170 175 180 8 180 E 185 185A 190 190A 195 200 205 205A 210 210A 215 215A 220 225 B 225 E 230 230A 235 235A 240 245 250 255 B 255 E 260 265 B 265 E 270 275 280 285 290 DX.102.101.102.102.102.102: 102.102.102.102.102.102.102.102.102.102.102.102.102.102.102.102..102.102.102.103.103.103.103.103.103.103.103.102.099.098.098.098.098.095.102.161.165.166 DY.005.005.005.005 005.005.005.005.005.005.005.005.005.005.005.005.005.005.005 005.005.005.005.004.005.009.011.018.020.018.018.018.018.018.018.018.018.023.023.024.024.024.024.024 DZ.077.077.077.077.077.077.077.077.077.077.077.077.077.077.077.077.077.077.077.077.077.077.077.077.077.077.077.077.077.077.077.077.077.077.077.077.077.075.075.075.077.086.086.086 RX.000046.00001 1.000000.000000.000000.000000.000000.000000.000000.000001.000001.000005.000006.000004.000001.000006.000005.000027.000024.000122.000194.000190.000157.000120.000082.000045.000008.000032.000035.000037.000045.000052.000197.000210.000251.000209.000110.000081.000070 RY.000139.000070.000000.000000.000000.000000.000000.000000.000000.000001.000001.000001.000003.000004.000005.000006.000007.000008.000006.000001.000002.000001.000006.000005.000025.000024.000012.000002.000004.000016.000012.000066.000092.00017 1~000209.000124.000081.000146.000195.000303.000366.000561.000554.000537 RZ.000240.000059.000000.000000.000000.000000.000001.000000.000000.000000.000000.000000.000000.000000.000001.000001.000004.000010.000020.000043.000065.000097.000128.000173.000217.000245.000250.000141.000026.000037.000008.000005.000021.000034.000062.000077.000085..000126.000136.000209.000589.000817.000580.000505 JOINT OISPLACEMENTS FOR THE SAM02 LOAD CASE ME 101/I2 DATE 040182 PAGE 172 DISPLACEMENTS (IN)ROTATIONS (RAO)DATA PT TYPE/TITLE 290A 295 300 305 310 B 310 E OX.171.166.165.165.165.166 DY.024.024.024.024.024.024.087.086.086.086.086.086 RX.000019.000043.000061.000065.000065.000058 RY.000364.000190.000135.0001 10.000105.000066 RZ.000084.000164.0001 13.000078.000071.000028 315 320 B 320 E 500 CORE CHANGED FROM.166.024.086.166.024.086.166.024~086.166.024.086 39763 TO 40800 DECIMAL WORDS.000047.000039.000018.000000.000034.000019.000006.000000.000004.000009.00001 1.000000 DIRECTION COSINES AND GLOBAL FORCES AND IJIOMENTS TITLE SP-HCB-108 LINE PROJECT NUMBER: 8856 PROBLEM NUMBER: 5280 USER J.AB I SAMRA LOAD CASE: SAM02 ME 101/I2 DATE 040182 PAGE 173 ELEMENT TYPE/TITLE FROM TO DIRECTiON COSINES COSAX COSAY COSAZ COSBX COSBY COSBZ COSCX COSCY COSCZ GLOBAL FORCES (LB)FX FY FZ MX MY MZ GLOBAL MOMENTS (FT-LB)5 10=-10 15 15 20 20 25 TNGT TNGT TNGT TNGT-.920.000.391-.920.000.391-.921.000.390-.921.000.390-.921.000.390-.921.000.390.000-1.000 .000.000-1.000.000.000-1.000.000.000-1.000.000.000-1.000 .000.000-1.000 .000.000-1.000.000.000-1.000.000.000.000-1.000.000.000-1.000.391.391.390.390.390.390 1.000 1.000.921.921 24 24.000.000.92124.921 24 6 6.000.920 24.000.920 24 21 21 21 21 21 21 0 0 23 23 23 23 23 23 15 15 7 10 10 19 19 26 5 0 16 11 11 4 4 13 0 0 29 22 22 5 5 19 2 0 25 30 30 35 TNGT TNGT.000-1.000.000.000-1.000.000.000-1.000.000.000-1.000.000.000.000-1.000.000.000-1.000.000-1.000..000-1.000 1.000.000 1.000'.000 1.000 1.000.000.000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 35 40 20 45 B TNGT TNGT 45 E 50 50 55 55 60 TNGT TNGT TNGT 45 8 BEND 45 M 45 M BEND 45 E.000.000-.707-.707.707.707.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000.000.707.000.707.000-1.000.000.000-1.000.000.000 1.000.000.000 1.000.000.000 1.000.000.000.707.707.000.000-1.000.000.000-1.000 .000.000 1.000.000.000 1.000.000.000 1.000.000-.707.707.000-.707.707.000-1.000.000.000-1.000 .000 F 000-1.000.000.000-1.000 .000.000-1;000.000.000-1.000 .000.000-1.000.000 1.000 1.000 1.000 1.0QO~000.000.707.707.000.000 1.000.000 1.000.000 1.000 1.000 1.000 1.000 1.000 1.000.000.000.707.707 0 0 18 18 18 18 18 18 18 18 18 18 18 18 0 0 21 21 21 21 21 21 21 21 9 9 9 9 0 0 36 36 36 36 36 36 36 36 36 36 36 36 0 0 21 20 20 28 28 27 27 23 23 13 13 3 0 0 13 13 13 11 11 6 6 3 3 17 17 8 0=0 21 1 5 5 7 7 4 60 65 TNGT.000.000 1.000.000.000 1.000.000-1.000.000.000-1.000 .000 1.000.000 1.000.000 18 18 9 9 36 36 8 9 DIRECTION COSINES AND GLOBAL FORCES AND MOMENTS ME 101/I2 DATE 040182 PAGE 174 ELEMENT TYPE/TITLE DIRECTION COSINES GLOBAL FORCES (LB)GLOBAL MOMENTS (FT-LB)FROM TO COSAX COSAY COSAZ COSBX CDSBY CDSBZ COSCX COSCY COSCZ FX FY FZ MX MY 65 TNGT 70 70 TNGT 75 75 TNGT 80 8 80 8 BEND 80 M 80 M BEND 80 E 80 E TNGT 85 85 TNGT 90 90 TNGT 95 95 TNGT 100 8 100 8 BEND 100 M 100 M BEND 100 E 100 E TNGT 105 105 TNGT 110 110 TNGT 115 115 TNGT 120 8 120 8 BEND 120 M 120 M BEND 120 E.000.000 1.000 1.000 1.000 1.000.000-1.000.000-1.000.000-1.000.000-1.000.000.000 1.000.000 1.000.000 1.000 1.000.000.000 1.000.000.000 1.000.000-1.000.000-1.000 1.000 1.000.000.000.000.707 1.000.707.000 1.000.000.707.000-.707-1.000-1.000.000.000.707 1.000.707.000.707-.707-1.000.000.000-1.000-1~000 1.000 1.000.000.000.000.000 1.000 1.000 1.000 1.000 000 000.000.000.000 1.000.000 1.000.000 1.000.000 1.000.000-1.000.000-1.000.000-1.000 .000-1.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000 1.000.000.000.000.000.000 1.000.707.707.000.707.000-.707-1.000-1.000.000.000.000.707.707.000 1.000.000.707-.707-1.000.000-1.000 "1.000.000.000.000 1.000.000 1.000.000 1.000.000.000 1.000.000.000.000.000 1.000.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000-1.000-1.000-1.000-1.000.000.000.000-1.000-1.000-1.000-1.000.000.000 1.000.000 1.000.000 1.000.000 1.000-1.000-.707-.707.000.000.707.000.707.000.707.707.000 1.000 1.000 1.000.707.707.000.000 1.000.000.000 1.000.000.000 1.000.000.000 1.000.000.000 1.000.000.000.000 1.000.000 1.000.000.000.000 1.000 4 4 4 4 2 2 2 2 2'2 2 6 6 6 6 6 6 6 6 6 6 6 6 6 6 9 9 9 9 9 9 9 9 9 9 9 9 3 3 3 3 3 3 36 36 36 36 36 36 36 36 36 36 36 36 3 3 3 3 3 3 3 3 3 3 3 3 2 2 4 10 10 12 12 9 9 1 10 10 4 4 5 3 6 2 2 4 4 3 4 3 3~3 2 2'5 6 6 DIRECTION COSINES AND GLOBAL FORCES ANO MOMENTS ME 101/I2 OATE 040182 PAGE 175 ELEMENT TYPE/TITLE FROM TO COSAX COSAY DIRECTION COSINES COSBZ COSAZ COSBX COSBY COSCX COSCY COSCZ GLOBAL FORCES (LB)FX FY FZ MX MY MZ GLOBAL MOMENTS (FT-LB)120 E TNGT 125 1.000 1.000.000-1.000.000-1.000.000 1.000.000 1.000.000.000 3 3 2 2 3 0 125 130 TNGT 1.000 1.000.000.000.000 1.000 1.000.000.000.000.000.000 1.000 1.000.000.000 2 2 3 3 2 2 5 5 0 0 6 7 130 TNGT 130A 130A 135 135 135A TNGT TNGT 135A TNGT 137.000 1.000 1.000 1.000 1.000.000.000.000 1.000.000 1.000.000 1.000.000.000.000 1.000.000.000.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000.000.000.000.000 3 3 3 3 3 3 2 2 5 2 2 3 1 0 0 0 7 3 0 3 0 14 0 14 0 7 0 0 137 138 TNGT.000 1.000.000 1.000.000-1.000.000-1.000 1.000 1.000.000.000 0 0 0 0 0 0 0 0 0 0 0 0 137 140 140 140A 140A 145 145 145A 145A 150 150 155 TNGT TNGT TNGT TNGT TNGT TNGT.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000.000.000 1.000.000.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000 1.000.000.000 1.000 1.000.000.000.000.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000.000.000.000 1.000.000 1.000 1.000 1.000.000.000 1.000 1~000.000.000 1.000 1.000 2 2 2 2 0 0 0 0 0 0 3 3 3 3 3 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 155 160 160 165 165 170 170 175 TNGT TNGT TNGT TNGT 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000 1.000 1.000 1.000 1.000.000.000.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 DIRECTION COSINES AND GLOBAL FORCES AND MOMENTS c ME101/I 2 DATE 040182 PAGE 176 ELEMENT TYPE/TITLE DIRECTION COSINES GLOBAL FORCES (LB)GLOBAL MOMENTS (FT-LB)FROM TO COSAX COSAY COSAZ CDSBX CDSBY COSBZ COSCX COSCY CDSCZ FX FY FZ MX MY MZ 175 180 B TNGT.707.707.707.707.000-.707.000-.707.707.707 1.000 1.000 0 0 0 0 0 0 0 0 0 0 0 0 180 B BEND 180 M 180 M BEND 180 E.000.000.707.924.924 1.000.707.383.383.000.707.000.383-.707-.924-1.000-1.000.000.383-.924-1.000.000.000-1.000-1.000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 180 E 185 185 185A TNGT TNGT.000 1.000.000 1.000.000 1.000.000 1.000.000.000 1.000.000.000 1.000 1.000 1.000.000.000'I.000 1.000.000.000 1.000 1.000.000.000.000.000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 185A 190 190 190A 190A 195 195 200 TNGT TNGT TNGT TNGT.000 1.000.000.000 1.000.000.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000.000.000 1.000.000.000 1.000.000.000 1.000.000.000 1.000.000.000 1.000.000.000 1.000.000.000 1.000.000.000 1.000 1.000 1.000 1.000 1.000 C 1.000 1.000 1.000 1.000.000.000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 200 205 205 205A 205A 210 210 210A 210A 215 215 215A 215A 220 220 225 B TNGT TNGT TNGT TNGT TNGT TNGT TNGT TNGT.000.000.000.000.000.000.000.000.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000 1.000 1.000.000-1.000.000-1.000.000-1.000.000-1.000.000.000 1.000 1.000 1.000 1.000.000-1.000.000-1.000.000-1.000.000-1.000.000-1.000.000-1.000.000-1.000.000-1.000.000-1.000 .000-1.000.000 1.000.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000.000-1.000.000.000-1.000 .000.000.000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ~DIRECTION COSINES AND GLOBAL FORCES AND MOMENTS ME 101/I 2 DATE 040182 PAGE 177 ELEMENT TYPE/TITLE DIRECTION CDSINES GLOBAL FORCES (LB)GLOBAL MOMENTS (FT-LB)FROM TO COSAX COSAY COSAZ CDSBX CDSBY COSBZ COSCX COSCY COSCZ FX FY MZ 225 8 BEND 225 M 225 M BEND 225 E 225 E TNGT 230 230 TNGT 230A 230A TNGT 235 235 TNGT 235A 235A TNGT 240 240 TNGT 245 245 TNGT 250 250 TNGT 255 8 255 8 BEND 255 M 255 M BEND 255 E 255 E TNGT 260 260 TNGT 265 8 265 8 BEND 265 M 265 M BEND 265 E 265 E TNGT 270.000.707.707 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000.000.000.000.707.707 1.000 1.000'I.000 1.000 1.000 1.000.924.924.707.707.707 1.000.707.707.000.000.000.000.000.000 1.000.707.707.000.000.000.000.000.000.000.000.383.383.707.707.707.000 1.000.000 1.000 1.000 1.000 1.000.707.707.000.000-.707.000-.707.000-1.000 1.000 1.000 1.000 1.000 1.000 1.000.000.000.000 1.000.000 1.000.000 1.000.000 1.000.000-1.000.000-1.000.000-1.000.000-1.000.000.000 1.000.707.707.000.000.000.000-.707.000-.707.000-1.000.000 1.000.000 1.000.000 1.000.000 1.000.000.000.000-.383-.383-.707.000 1.000.000.924.924.707.000 1.000.000 1.000.000 1.000.000.000 1.000.000 1.000 1.000 1.000 1.000.000.000.000.000.000.000.000.000 th.000.000.000.000.000.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000.000.000.000-1.000 .000-1.000.000-1.000.000-1.000-.707-.707 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000.000.000 1.000 1.000 1.000 1.000.707.707 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 DIRECTION COSINES AND GLOBAL FORCES AND MOMENTS ME 101/I 2 DATE 040182 PAGE 178 ELEMENT TYPE/TITLE DIRECTION COSINES GLOBAL FORCES (LB)GLOBAL MOMENTS (FT"LB)FROM TO CDSAX COSAY CDSAZ COSBX COSBY COSBZ COSCX COSCY CDSCZ FX FY FZ MX MY 270 TNGT 275 275 TNGT 280 280 TNGT 285 285 TNGT 290 290 TNGT 290A 290A TNGT 295 295 TNGT 300 300 TNGT 305 305 TNGT 310 8 310 8 BEND 310 M 310 M BEND 310 E 310 E TNGT 315 315 TNGT 320 8 320 8 BEND 320 M 320 M BEND 320 E 320 E TNGT 500.000 1.000.000.000 1.000.000.000 1.000.000.000 1.000.000.000.000.000-1.000 .000-1.000.000 1.000.000.000 1.000.000.000 1.000.000.000 1.000.000.000 1.000.000.000 1.000.000.000 1.000.000.000 1.000.000.000.000.000-.707-.707-1.000-1.000-1.000.000-1.000.000-1.000.000-1.000.000-1.000.000-1.000.000-.707.000-.707.000.000.000.000.000,000-.500-.707-.707-.707.707.500.000.707.000.707.000.707.000 1.000.000.000 1.000.000.000 1.000.000-.500.707.500.000 1.000 1.000 1.,000.000.000 1.000.000.000 1.000 1.000 1.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000.000.000.000.000.000.000.000.000 1.000 1.000 1.000.000.000 1.000.000~000.000.000 1.000 1.000 1.000 1.000.000.000.000.000.000.000.000.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000.000.000.000.000.000,000.000.000 1.000 1.000.000.000 1.000.000.000 1.000.000.000.000 1.000.000 1.000.000 1.000.000 1.000-1.000-.707.000.707.000.000.000.000 I 1.000.000 1.000.000-.707.000.000-1.000.000-1.000.000.000-.707-.500.000.000.000-.707-.500-.707.000-1.000.000-1.000.000-1.000.000.000 1.000 1.000 1.000 1.000.707.500.707.707.707.707.707.707.000 1.000.000 1.000.000.000.000.000.000.707.000.707.000.707.000.707.000.707.000.707.707.000 1.000.000 1.000.000 1.000.000 3 l 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 1 0 0 1 0 0 0 0 0 0 0 0 0 0'0 0 0 0 1 1 0 0 0 1 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 STRESSES AND LOCAL FORCES AND MOMENTS TITLE SP-HCB-108 LINE PROJECT NUMBER: 8856 PROBLEM NUMBER: 5280 USER J.AB I SAMRA LOAD CASE: SAM02 ME 101/I 2 DATE 040182 PAGE 179 ELEMENT TYPE/TITLE FROM TO~5 TNGT 10 10 TNGT 15 15 TNGT 20 20 TNGT 25 LOCAL FORCES (LB)FA FB FC 31 31 21 21 31 31 31 31 21 21 21 21 0'5 6 0 15 6 MA MB MC 17 17 16 11 25 16 17 17 17 17 0 0 11 4 4 13 16 10 10 27 5 0 LOCAL MOMENTS (FT-LB)STRESS (PSI IM/2 2790.2803.2803.2151.2151.3750.619.0.)STRESS INT.FAC.(I)1.000 1.300 1.300 1.300 1.300 1.300 1.300 1.000 FLEX.IN PLANE FACTOR CODE OUT AND PLANE CLASS 1.000 1.000 1.000 1.000 1.000 1.000 1.000 SC374 1.000 2 1.000 SC374 1.000 2 000 SC374 1.000 2 1.000 1.000 SC374 1.000 1.000 2 25 TNGT 30 30 TNGT 35 35 TNGT 40 20 TNGT 45 8 45 B BEND 45 M 45 M BEND 45 E 45 E TNGT 50 50 TNGT 55 55 TNGT 60 60 TNGT 65 65 TNGT 70 0 0 21 21 21 40 40 36 36 36 36 36 38 38 36 36 36 36 0 0 0 0 0 0 36 36 36 11 11 21 21 21 0 0 0 0 18 18 18 18 18 18 18 18 18 18 14 14 18 18 0 0 0 0 0 0 13 13 13 11 11 7 0 0 0 0 0 0 21 3~17 17 8 0 0 0 0 0 0 21 20 20 28 28 27 27 23 23 13 14 1 0.0.0.0.0.0.3488.1976.1976.2520.2520.2311.2311.1972.1972.2410.2410.1008.1008.785.785.844.1.300 1.000 1.000 1.000 1.000 SC374 1.000 2 1.300 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.300 1.300 1.300 1.000 1.000 SC374 1.000 1.000 2 1.000 1.000 1.000 1.000 1.000 1.000 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 1.000 SC374 1.000 1.000 2 1.000 1.000 SC374 1.000 1.000 2 1.300 1.000 1.000 1.000 1.000 SC374 1.000 2 1.000 1.300 1 000 1 000 SC374 1.000 1.000 2 1.000 1.000 1.000 SC374 1.300 1.000 1.000 2 1.300 1.000 1.000 SC374 1.300 1.000 1.000 2 STRESSES AND LOCAL FORCES AND MOMENTS ME 101/I2 DATE 040182 PAGE 180 ELEMENT TYPE/TITLE FROM TO FA LOCAL FORCES (LB)FB FC LOCAL MOMENTS (FT-LB)STRESS (PSI IM/Z)STRESS FLEX.INT.FAC.IN (I)PLANE FACTOR CODE DUT AND PLANE CLASS 70 75 TNGT 36 36 4 10 844.1127.1.300 1.300 1 000 1 000 SC374 1.000 1.000 2 75 80 8 80 8 80 M TNGT BEND 36 36 36 30 6 22 10 12 12 9 1127.1003.1003.783.1.300 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 SC374 1.000 2 1.000 SC374 1.000 2 80 M 80 E 80 E 85 85 90 90 95 95 100 B 100 8 100 M 100 M 100 E 100 E 105 105 110 110 115 115 120 8 120 8 120 M 120 M 120 E 120 E 125 BEND TNGT TNGT TNGT TNGT BEND BEND TNGT TNGT TNGT TNGT BEND BEND TNGT 30 6 9 9 22 36 36 36 3 3 2 2.5 i6 6 6 3 0 1 10 10 4 783.305.305.896.896.504.504.452.452.192.192.257.257.276.276.181.181.278.278.360.360.526.526.576.576.574.574.833.1.000 1.000 1.000 1.000 1.000 1.300 1.300 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.300 1.300 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.300 1.000 1.000 SC374 1.000 1.000 2 1.000 1.000 SC374 1.000 1.000 2 1.000 1.000 SC374 1.000 1.000 2 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000'1.000 1.000 1.000 1.000 SC374 1.000 2 1 000 SC374 1.000 2 1.000 1.000 1.000 1.000 SC374 2 1.000 1.000 SC374 1.000 1.000 2 1.000 1.000 SC374 1.000 1.000 2 STRESSES AND LOCAL FORCES AND MOMENTS ME 101/I2 DATE 040182 PAGE 181 ELEMENT TYPE/TITLE FROM TO FA LOCAL FORCES (LB)FB FC MA MB LOCAL MOMENTS (FT-LB)MC STRESS (PSI IM/Z)STRESS INT.FAC.(I)FLEX.IN PLANE FACTOR CODE OUT AND PLANE CLASS 125 130 130 130A 130A 135 135 135A 135A 137 TNGT TNGT TNGT TNGT.TNGT 3 3 0 0 0 0 0 0 0 0 0 0 3 14 14 7 1 0 833.720.720.316.316.1 152.1152.626.626.106.1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.300 1.000 1.000 1.000 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 137 138 TNGT 0 0 0 0 0 0 0 0 0 0 0 0 0.0.1.000 1.300 1.000 1.000 1.000 SC374 1.000 2 137 140 TNGT 0 0 0 106.346.1.000 1.000 1.000 SC374 1.000 1.000 1.000 2 140 140A 140A 145 145 145A TNGT TNGT TNGT 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 346.94.94.176.0.0.1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 145A 150 TNGT 0 0 0 0 0 0 0 0 0 0 0 0 0.0.1.000 1.000 1.000 SC374 1.000 1.000 1.000 2 150 155 TNGT 155 160 TNGT 160 165 165 170 170 175 TNGT TNGT TNGT 175 TNGT 180 B 0 0 0 0 0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.0.0.0.0.1.000 1.300 1.300 1.000 1.000 1.000 1.000 1.000 1.000 1.300 1.300 1.000 1.000 1.000 1.000 SC374 1.000 2 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 1.000 SC374 1.000 1.000 2 O~STRESSES AND LOCAL FORCES AND MOMENTS!ME 101/I2 DATE 040182 PAGE 182 ELEMENT TYPE/TITLE FROM TO FA LOCAL FORCES (LB)FB FC MB MC LOCAL MOMENTS (FT-LB)STRESS (PSI IM/Z)STRESS FLEX.INT.FAC.IN (I)PLANE FACTOR CODE OUT AND PLANE CLASS 180 B 180 M 180 M 180 E 180 E 185 185 185A 185A 190 190 190A BEND BEND TNGT TNGT TNGT TNGT 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2.2.3.1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1~000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 1.000 SC374 1.000 1.000 2 1 000'I 000 SC374 1.000 1.000 2 190A 195 195 200 TNGT TNGT 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0%0 0 0 0 0 0 0 0 0 3.8.8.20.1.000 1.000 1.000 1.000 1.000 1.000 1.300 1.000 1.000 SC374 1.000 2 1.000 SC374 1.000 2 200 205 205 205A TNGT TNGT 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 20.18.18.16.1.300 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 SC374 2 SC374 2 205A 210 210 210A 210A 215 TNGT TNGT TNGT 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0'0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 16.17.17.18.18.33.1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 SC374 1.000 1.000 2 1.000 1.000 1.000 SC374 1.000 2 1.000 1.000 SC374 1.000 1.000 2 215 215A 215A 220 220 225 B 225 B 225 M TNGT TNGT TNGT BEND 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 33.36.36.97.97.27.27.29.1.000 1.000 1.000 1.000 1.000 1~000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 SC374 1.000 2'1 000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 STRESSES AND LOCAL FORCES AND MOMENTS ME 101/I 2 DATE 040182 PAGE 183 ELEMENT TYPE/TITLE FROM TO FA LOCAL FORCES (LB)FB FC MA MB LOCAL MOMENTS (FT-LB)~STRESS (PSI IM/Z MC)STRESS INT.FAC.(I)FLEX.IN PLANE FACTOR CODE OUT AND PLANE CLASS 230 230A 230A 235 TNGT TNGT 225 M BEND 225 E 225 E TNGT 230 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 29.29.29.117.117.44.44, 38.1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374.1.000 2 1.000 SC374 1.000 2 235 235A TNGT 0 0 0 0 0 0 0 0 0 0 0 0 38.26.1.000 1.000 1.000 1.000 SC374 1.000~1.000 2 235A 240 240 245 245 250 TNGT TNGT TNGT 265 E 270 270 275 TNGT TNGT 250 TNGT 255 B 255 B BEND 255 M 255 M BEND 255 E 255 E TNGT 260 260 TNGT 265 8 265 B BEND 265 M 265 M BEND 265 E 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 pe 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 2 26.57.57.267.267.216.216.128.128.203.203.214.214.188.188.239.239.246.246.234.234.161.161.593.1.000 1.000 1.000 1.300 1.300 1.000 1.000 1 000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 SC374 1.000 2 1.000 SC374 1.000 2'1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 1.000 1.000 1.000 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.300 1.000 1.000 1.000 1.300 1.000 1.000 1.000 SC374 1.000 1.000 2

STRESSES AND LOCAL FORCES AND MOMENTS ME 101/I2 DATE 040182 PAGE 184 ELEMENT TYPE/TITLE FROM TO FA LOCAL FORCES (LB)FB FC LOCAL MOMENTS MA MB (FT-LB)STRESS (PSI IM/Z MC)STRESS INT.FAC.(I)FLEX.IN PLANE FACTOR CODE OUT AND PLANE CLASS 275 280 TNGT 0 0 0 0 593.583.1.000 1.300 1.000 1.000 1.000 SC374 1.000 2 280 285 TNGT 0 0 0 0 583.590.1.300 1.000 1.000 SC374 1.300 1.000 1.000 2 285 290 290 290A TNGT TNGT 0 0 0 0 0 0 0 0 3 3 1 0 590.501.501.210.1.300 1.000 1.000 J.OOO 1.000 1.000 1.000 1.000 1.000 SC374 1.000 2 1.000 SC374 1.000 2 290A 295 TNGT 295 300.TNGT 300 305 TNGT 315 320 B TNGT 320 B BEND 320 M 320 M BEND 320 E 320 E 500 TNGT 305 TNGT 310 B 310 B BEND 310 M 310 M BEND 310 E 310 E TNGT 315 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 2 10.140.140.154.154.123.123.124.124.119.119.102.102.63.63.54.54.55.55.44.44.38.1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 1.000 1.000 1.000 1.000 1.000 1.300 1.000 1.000 1.000 1.300 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.300 1.300 1.000 1.000 1.000 1.000 1.000 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 SC374 1.000 1.000 2 1.000 1.000 SC374 1.000 1.000 2 AT THE MEMBER END 20 OF ELEMENT FROM 15 TO 20.MAX.STRESS (PSI)IS 3750. STRESSES AND LOCAL FORCES AND MOMENTS+++TIME FOR ME101P2i+s 29.645 ME 101/I2 DATE 040182 PAGE 185 OXOT+ME101.ME101S WT01 (SAP)TO 34.36 279.866 TO 47.50.644 TO 34.36 TO 49.15 2.807 TO 34.36 TO 49.14 17.116 TO 34.36 PARAMETERS +*+ME 1015+++VERSION/SEP21 CORE CHANGED FROM 28.37 TIME FOR ABOVE CORE CHANGED FROM 34.36 TIME FOR ABOVE CORE CHANGED FROM 47.50 CORE CHANGED FROM 34.36 TIME FOR ABOVE CORE CHANGED FROM 49.15 CORE CHANGED FROM 34.36 TIME FOR ABOVE CORE CHANGED FROM 49.14 EOUATION SOLUTION MAXIMUM BANDWIDTH NUMBER OF BLOCKS CORE CHANGED FROM 34.36 TIME FOR ABOVE CORE CHANGED FROM 70.84 TIME FOR ABOVE~CORE CHANGED FROM 34.36 TIME FOR ABOVE CORE CHANGED FROM, 79.11 TIME FOR ABOVE N TIME FOR ABOVE TIME FOR ABOVE CORE CHANGED FROM 131.50 CORE CHANGED FROM 84.54 EXECUTION TIME: NODE EL.646 TIME FOR ABOVE 4 261.0 254.5 NOW START+++NODAL POINT INPUT NOW START+++BOUNDARY ELEMENT STIFFNESSES NOW START+++BEAM ELEMENT STIFFNESSES NOW START+++CURVED ELEMENT STIFFNESSES TOTAL NUMBER OF EOUATIONS.......... 534 18 NUMBER OF EOUATIONS PER BLOCK......534 1 VALUE OF MTOT 226155 TO 70.84 3.097 TO 34.36.400 TO 79.11 10.388 TO 131.50 1.878.008 3.314 TO 84.54 TO 85.60 EMENTS NODE 23.156 3.092 NOW START+++INPUT Of NODAL LOADS AND MASSES NOW START+++COMPUTATION OF INDEXES NOW START+++ASSEMBLY OF EOUATIONS NOW START+~+EOUATION REDUCTION-SESOL NOW START+++SESOL+++BLOCK 1 OF 1 BLOCKS.e'0 NOW START++*BACKSUBSTITUTION TOTAL 42.885 LOADS ASSEMBLY SOLUTION PARTICULAR .408 12.130 6.533.011 NOW START ice E N 0 S A P~ie OXOT+ME 101.ME 101P 1 WT01+++ME101P1i++ SRSS.00000 PARAMETERS VERSION/SEP21 0 NEOB LL NUMNP NEO 534 26 89 534 NCURVE MBAND MTSAV 1 18 162855 STATIC LB NBLOCK NUMN1 NRES NDISPR NMODPR IFIR N224WD NELTYP MAXELK 26 1 1 0 26 26 0 28 3 78 MDOF 12 NF 0 LB~26 CORE CHANGED FROM 33043 TO 164363 DECIMAL WORDS P 1TEMP CASE 2 DI AE/TIME FOR ME101P14'6. 451 STRESSES AND LOCAL FORCES AND MOMENTS ME 101/12 DATE 040182 PAGE 186 OXOT+ME 101.ME 101P2 WT01++MME 101P2+++VERSION/MAR04 CORE CHANGED FROM 33763 TO 39763 DECIMAL WORDS.+i~CORE CHANGED FROM 39763 TO 43365 DECIMAL WORDS CORE CHANGED FROM 43365 TO 39763 DECIMAL WORDS ACTIONS ON SUPPORTS AND ANCHORS TITLE SP-HCB-108 LINE PROJECT NUMBER: 8856 PROBLEM NUMBER: 5280 USER J.AB I SAMRA LOAD CASE: WT01 ME 101/I 2 DATE 040182 PAGE 187 DATA PT 5 25 50 65 65 85 85 95 105 115.115 180 130 135 135 140 140 145 150 150 160 165 170 185 185 190 190 195 195 205 205 210 210 215 215 TYPE ANC RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD ANC RAD RAD RAD SPD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD TITLE FX-8.4.0.2.0.3.0.0.2.0.0.-2.0.-1.0.0.0.-1.0.0.0.0.0.0.0.-0 0.0.0.-0 0.0.0.0.0.GLOBAL FORCES (LB)FY-16.0.-62.0.-68.0.0.-96.0.27.0.0.0.0.0.0.0.-91.0.0.0.-26.0.0.0.0.0.0.0.0."33.0.-6.0.-17.FZ 4.9 0.0.0.0.4.0.0.0.-24.0.12.0.-11.0.'.0.0.0.0.0.-3 0.3.0.1.0.-0 0.0.0.0.0.0.MX 6.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.-1.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.GLOBAL MOMENTS (FT-LB)0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.MZ 14.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.1.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0. ACTIONS DN SUPPORTS AND ANCHORS ME 101/I 2 DATE 040182 PAGE 188 DATA TYPE TITLE PT FX GLOBAL FORCES (LB)FY FZ GLOBAL MOMENTS (FT-LB)220 220 230 230 235 235 240 240 250 250 260 260 275 275 290 290 295 295 305 500 RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD ANC 1.0.0.0.0.0.0.0.2.0.0.0.-3 0.1.0.-1.0.0.0.-17.-15.0.-17.0.-13.0.0.9-9.0.0.0.0.0.0.0.-50..4 0.0.0.-1.0.0.0.1.0.0.0.0.0.-2.0.-3 0.0.3.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0..0.0.1.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.-6.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.1. ACTIONS ON SUPPORTS AND ANCHORS ME'l01/I 2 DATE 040182 PAGE 189 TITLE SP"HCB-108 LINE PROJECT NUMBER: 8856 PROBLEM NUMBER: 5280 USER J.ABISAMRA LOAD CASE: WT01 DATA TYPE PT TITLE FA FB LOCAL FORCES (LB)FC LOCAL MOMENTS (FT-LB)MA MB CDS AX COS AY COS AZ DIRECTION COSINES COS CDS CDS COS COS COS BX BY BZ CX CY CZ 5 ANC 25 RAD 50 RAD 65 RAD 65 RAD-8 10"62 2-68-16 0 0 0 0 4 0 0 0 0 6 0 0 0 0 0 0 0 0 0 14 0 0 0 0 1.00.391.000 1.00.000.000 1.00 1.00.000.920.000 1.00.000.000.000 1.00 85 RAD 85 RAD 95 RAD 105 RAD 115 RAD 3 4-96 2 27 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1.00 0.000 0.000 0 1.00 0.000.000 1.00.000 1.00.000 1.00.000.000.000 115 RAD 130 RAD 130 RAD 135 RAD 135 RA 0 140 RAD 140 RAD 145 ANC 150 RAD 150 RAD 160 RAD 165 SPD 170 RAD 185 RAD 185 RAD-24-2 12-1 0 5-1 0 0 0-26-3 0 3 0 0 0 0 0 0 0-91 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0;0 0 0 0 0-1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0.000 1.00.000 1.00.000 1.00.000 1.00.000 1.00.000.000.000.000.000.000 1.00.000.000 1.00.000.000.000 1.00.000 1.00 1.00.000 1.00.000.000 1.00 1.00 1.00 1.00.000 1.00.000.000.000 1.00 190 RAD 190 RAD 195 RAD 195 RAD 205 RAD 205 RAD 210 RAD 210 RAD 215 RAD 215 RAD-0 0-0-0-33 0-6 0-17 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1.00.000 1.00.000 1.00.000 1.00.000 1.00.000.000.000.000.000.000 1.00 1.00.000 1.00 1.00 1.00.000.000.000.000.000 ACTIONS ON SUPPORTS AND ANCHORS ME 101/I 2 DATE 040182 PAGE 190 DATA TYPE TITLE PT FA FB LOCAL FORCES (LB)FC LOCAL MOMENTS (FT"LB)MA MB DIRECTION COSINES MC CDS COS COS COS COS COS COS COS CDS AX AY AZ BX BY BZ CX CY CZ 220 RAD 220 RAD 230 RAD 230 RAD 235 RAD 235 RAD 240 RAD 240 RAD 250 RAD 250 RAD 1-17-15-17 0"13 1 2-9 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1.00 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0 1.00 0.000.000.000 1.00.000 1.00.000.000 1.00 1.00.000.000 1.00 1.00.000.000 1.00.000.000 1.00.000 260 RAD 260 RAD 275 RAD 275 RAD 290 RAD-9 0-3-2 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.000 1.00.000 0.000.000 1.00 0 1.00.000.000 0.000.000 1.00 0 1.00.000.000 290 RAD 295 RAD 295 RAD 305 RAD 500 ANC-3 1-50 0 0 0 0-4 0 0 0 0 3 0 0 00 0 0 0 0-6 0.000 0 1.00 0=.000 0.000 1 1.00.000 1.00.000.000.000 1.00 1.00.000.000.000.000 1.00.000.000.000 1.00 JOINT DISPLACEMENTS FOR THE WT01 LOAD CASE ME 101/I 2 DATE 040182 PAGE 191 TITLE SP-HCB-108 LINE PROJECT NUMBER: 8856 PROBLEM NUMBER: 5280 USER J~ABI SAMRA LOAD CASE: WT01 0 ISPLACEMENTS (IN)ROTATIONS (RAD)DATA 5 10 15 20 25 30 35 40 45 8 45 E 50 55 60 65 70 75 80 B 80 E 85 90 95 100 B 100 E 105 110 115 120 B 120 E 125 130 130A 135 135A 137 138 PT TYPE/TITLE DX.001.001.002-.001-.002-.002-.003-.000.000.000-.001-.001-.000.000-.001.008.012.009.000.007-.007-.007-.006-.001.000.000.000.002 DY.000-.001-.007-.008-.008-.008-.008-.008-.008-.003.000.008.006.000-.026-.047-.051-.054-.054-.054.000.007.009.009.009.000-.021-.019-.000-.000-.000-.000-.000-.000-.009.000.000-.000-.000-.001-.001-.003-.008-.008-.008-.005-.005-.005-.005-.005-.002.000-.007-.007-.007-.005-.003.000.003.003.003.000-.002.000-.004-.003-.003 RX.000000.000108.000104.000020.000057.000057.000057.000057-.000693-.001171-.001084-.000136,.001941.002314.002448.001051.000687.000702.000739-.002260-.001908-.000686.000144.000394.000331 000091-.000764-.000991-.000789-.000543.000139-.000026-.000211.0004 14.000925 RY.000009.000003-.000029-.000029-.000029-.000029-.000029-.000103-.00013'I-.0001 19.000098.000142.000083-.000045-.000086-.000071.000015.000054.000439.000556.000563.000568.000549.000537.000396.000063.000221.000401.000387.000335.000282.000230.000177.000177 RZ.000000.000261.000271.000089.000073.000073.000073.000073.000066-.000093-.000152-.000484-.000844-.000786-.000596-.000361-.000282-.000155-.000127.000284.000767.000920.001 102.001280.001422.001390.000607.000472.000138.000087-.000015-.000027-.000001.000009.000009 JOINT DISPLACEMENTS FOR THE WT01 LOAD CASE ME 101/I 2 DATE 040182 PAGE 192 DISPLACEMENTS (IN)ROTATIONS (RAD)DATA 140 140A 145 145A 150 155 160 165 170 175 180 B 180 E 185 185A 190 190A 195 200 205 205A 210 210A 215 215A 220 225 8 225 E 230 230A 235 235A 240 245 250 255 B 255 E 260 265 8 265 E 270 275 280 285 290 PT TYPE/TITLE DX.000-.002.000.001.001.001.001.001.002.002.000-.000.000.000.000-.000.000.000.000.000.000-.000.000-.000-.001-.001-.001-.001-.001-.001-.001.000.002.002.002.002.002.000.000.002.000.000 DY-.000-.000.000.000.000.000-.007.000.000.000-.006-.006-.006-.006-.006".006-.006.000.003.000-.011.000-.008-.009.000-.006.000-.009.000-.002.000.005.003.000-.024-.022-.010-.010-.010-.005-.005 DZ.000.000.000-.001.000.001.000.000.000.000.005.007.000-.002.000-.005-.005-.005-.005-.005-.005-.005-.005-.005-.005.000.002.000-.001.000-.000.012.012.014-.001-.001.000 RX.000055-.000013.000000-.000027.000107.000137.000371.000654.000676.000702.000522.000372-.000236.000019.000157.000060-.000401".000678 a-.000556.000087.000202-.000083.000135-.000026-.000030.000458.000440.000323.000188.000053-.000084-.000220-.000356-.000345-.000369-.000451-.000493-.001005-.001036-.000921-.000575.000667.000601.00047 1 RY.000133.000066.000000.000013.000025.000027.000005.000016.000023.000026.000024.000024.000021.000019.000017.000015.000014.000013.000009".000002-.000002.000001-.000002-.000003.000012-.000065-.000121-.000127.000021.000041-.000001-.000036.000086.000128.000098".000007-.000065-.000234".000206-.000164-.000186-.000253-.000263-.000269 RZ.000006-.000002.000000.000062-.000251-.000320-.000006.000070-.000007-.000031.000006.000015.000024-.000004-.000008.000000.000008.000015.000027.000056.000084.000124.000164.000219.000275.000311.000326.000007.000013-.000060-.000037.000209-.000238-.000357-.000611-.000746-.000809.000088.000137.000102-.000026.000014-.000015-.000024 %JOINT OISPLACEMENTS FOR THE WT01 LOAD CASE ME 101/I2 DATE 040182 PAGE 193 DISPLACEMENTS (IN)ROTATIONS (RAD)DATA PT TYPE/TITLE 290A 295 300 305 310 8 310 E DX.00'I.000-.002.001.001.003 DY-.005-.005-.005.000.001.004 DZ.006.006.006.004 RX-.000226.000442.000920.000974.000938.000676 RY-.000338-.000406-.000428-.000443-.000447-.000471 RZ-.000032.000152.000225.000267.000275.000283 315.003.001-.001 320 8.002.001.001 320 E.001.000.001 500.000.000.000 CORE CHANGED FROM 39763 TO 40800 DECIMAL WORDS.000332.000204.000074.000000-.000411-.000326-.000201.000000.000219.000159.000070.000000 0 DIRECTION COSINES AND GLOBAL FORCES AND MOMENTS TITLE SP-HCB-108 LINE PROJECT NUMBER: 8856 PROBLEM NUMBER: 5280 USER J.AB I SAMRA LOAD CASE: WT01 ME 101/I 2 DATE 040182 PAGE 194 ELEMENT TYPE/TITLE FROM TO DIRECTION CDSINES COSAX COSAY CDSAZ COSBX CDSBY CDSBZ COSCX COSCY COSCZ GLOBAL FORCES (LB)FX FY FZ GLOBAL MOMENTS (FT-LB)MX MY MZ 5 TNGT 10 10 TNGT 15 15 TNGT 20 20 TNGT'5 25 TNGT 30 30 TNGT 35-.920.000-.920.000-.921.000-.921.000-.921.000-.92 1.000.000-1.000.000-1.000.000-1.000 .000-1.000 .000-1.000.000-1.000.391.391.390.390.390.390.000.000.000-1.000 .000.000-1.000.000.000-1.000 .000.000-1.000.000.000-1.000.000.000-1.000.000.000.000-1.000.000.000-1.000.000.000-1.000.000.000-1.000.000.000-1.000 .000.000-1.000 .391.391.390.390.390.390 1.000 1.000 1.000 1.000'.000 1.000.000.000.000.000.920.920.921.921.921.921.000.000 8-8 8-8 16-15 15-12-4'4-4 4 4-4 47-46 9-9 0 0 0 0 46-45 25-24 0 0 0 0 8-8-4-8'1 4-6 3-3-3 3 0-3 0 0 0 0 0-0 0-0-0 0"1 0 0 0 0 0 0-14 8-8-7 7 0 1 0 0 0 0 0 35 TNGT 40 20 TNGT 45 B 45 B BEND 45 M 45 M BEND 45 E 45 E TNGT 50 50 TNGT 55 55 TNGT 60 60 TNGT 65.000-1.000.000-1.000.000 1.000.000 1.000.000 1.000.000.707.000.000.000.707.000.000-.707-.707.000.000.000 1.000.000 1.000.000 1.000.000 1.000.707.707.000 1.000.000 1.000.000.707.707.000.000 1.000~000-000 1.000.000.000 1.000.000.000 1.000.000-.707.707.000-.707.000-1.000 .000-1.000.000-1.000.000-1.000.000-1.000.000-1.000.000" 1.000.000-1.000.000-1.000.707.000.000.000.000.000.000.000-1.000 .000.000-1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000.707.707 1.000 1.000.000.000.000.000.707.707 0 0 4-4 4-4 4-4 4-4 4 4 4-4 4-4 4-2-58 61-61 62-62 63-63 63-2 5-5 9-9 10 0 0-13 13-13 13-13 13-13 13-13 13"13 13-13 13 0 0 3-18 18-15 15 2=-2 14-14 17-17 24-24 27 0 0 1-0 0 6-6-5 5-4 0 0-2-3 3-4 4-4 4-4 4-4 4 3-3 3 DIRECTION COSINES AND GLOBAL FORCES AND MOMENTS ME 101/I2 DATE 040182 PAGE 195 ELEMENT TYPE/TITLE DIRECTION CDSINES GLOBAL FORCES (LB)GLOBAL MOMENTS (FT LB)FROM TO CDSAX CDSAY CDSAZ CDSBX COSBY COSBZ CDSCX COSCY CDSCZ FX FY FZ MX MY 65 TNGT 70 70 TNGT 75 75 TNGT 80 B 80 8 BEND 80 M 80 M BEND 80 E 80 E TNGT 85 85 TNGT 90 90 TNGT 95 95 TNGT 100 8 100 B BEND 100 M 100 M BEND 100 E 100 E TNGT 105 105 TNGT 110 110 TNGT 115 1'15 TNGT 120 8 120 B BEND 120 M 120 M BEND 120 E.000.000.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000.707.707.000.707.000 1.000.707.000 1.000.000.000 1.000.000.000 1.000.000 1.000 000 000.000 1.000.000 1.000.000.000.000 1.000.000 1.000-1.000-.707-.707.000.000.000.000.707.000.707.000 1.000.000.000 1.000.000.707.707.000.707.707.000 1.000.000.000 1.000.000 1.000.000 1.000.000 1.000-1.000-1.000-1.000-1.000.000-1.000.000-1.000.000-1.000.000-1.000.000-1.000.000-1.000.000 1.000.000.707.000.000.000-.707 1.000 1.000 1.000 1.000 1.000 1.000-1.000-1.000.000.000.000.707-.707-1.000.000.000-1.000" 1.000.000.000 1.000.000.000 1.000 1.000 1.000.000.000.000.000.000.000 1.000 1.000.000.000.000 1.000 1.000.000 000 000.000-1.000.000-1.000 000-1.000 000-1'.000.000 1.000.000.707.000.000 000 000.000-.707 1.000.000 1.000.000 1.000 1.000-1.000"1.000 000 000.000.000.000.707-.707-1.000.000.000-1.000 -1.000.000.000 1.000.000.000 1.000.000.000 1.000.000.000 1.000.000-1.000.000-1.000 1.000 1.000 1.000 1.000.000.000.000 1.000.000 1.000.000-1.000.000-1.000.000.000.000 1.000.000 1.000.000.000 1.000.707.000.707.000 1.000.000 1.000 000 000.707.000.707.000 1.000 1.000.000.000.000 1.000 2-2 2-2 2-2 2-2 2-2 2-2-3 3-3 3-3 3-3 3-3 3 59-57 7 4-46 47-47 48-48 49"49 50-50 56-56 61 36-34 34-33 33-32 32-31 31-29 29-28-4 5-5 6-13~13-13 13-13 13-13 13-13 13-13 13-17 17-17 17-17 17-17 17-17 17"17 17-17 17-17 17 7-7 7-7 7-7-27-21 21-26 26-10 10 2-2 4-4 1-1-42 42 51-51 33-33 21-21 12-12-1-6 6-6 6-6 6-6 6-4 4-2 2 0-0 2-2 2-2 2-2 2-2 1 0 0-0 0-0 0-0 0-0 0-9 9 3-3 4-4 4-3 3-3 3-3 3-3 3-3 2-2 2-2 4-4 4-4 4-4 4-4 4-4 5-5 6-6-8 8-5 5-3 3"3 DIRECTION COSINES AND GLOBAL FORCES AND)MOMENTS ME 101/I 2 DATE 040182 PAGE 196 ELEMENT TYPE/TITLE DIRECTION COSINES GLOBAL FORCES (LB)GLOBAL MOMENTS (FT"LB)FROM TO COSAX COSAY COSAZ COSBX COSBY COSBZ COSCX COSCY COSCZ FX FY FZ MX MZ 120 E 125 125 130 TNGT TNGT.000.000.000.000.000.000 1.000 1.000 1.000 1.000.000.000-1.000.000-1.000 1.000 1.000 1.000 1.000 1.000 1.000.000.000-3 3-3 3-6 11-11 12 7-7 7-7 4 9-9 12-4-0 0-0 3-3 3-2 130 , 130A 130A 135 135 135A 135A 137 TNGT TNGT TNGT TNGT 1.000 1.000.000 1.000.000.000 1.000.000 1.000 1.000 1.000 1.000.000.000 1.000 1.000 1.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 0-0 0-0-12 16-16 20-20 25-25 29-6 6-6 6 6-6 6-6-12 3-3-6 6 2-2 11 0-0 0-0 0-0 0-0 0-0.0-0 0 137 138 137 140 140 140A 140A 145 TNGT TNGT TNGT TNGT.000.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000.000.000.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000.000-1.000.000-'I.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000.000.000.000.000.000.000.000 0 0 0-0 0 0 0 0 23-20-52 55-55 61-61~66 0 0 6-6 0-0 0-0-19 0 8-1 1-0 0 0 0 0 0-0 0-0 0-0 0 0 0-0 0 0 0 0 145 145A TNGT 1.000 1.000.000.000 1.000 1.000.000.000 1.000 1.000 24-16 0-0 1 0 0 0 145A 150 150 155 TNGT TNGT 1.000 1.000 1.000 1.000.000 1.000.000 1.000.000.000.000 1~000.000.000.000 1.000 1.000 1.000 1.000 1.000 0-0 16-8 8-6 0-0 0-0-0 1 0 0 0 0 1-3 3-3 155 160 160 165 165 170 170 175 TNGT TNGT TNGT TNGT 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000.000.000.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000.000.000.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000 0-0 0-0 0-0 0-0 6 0-0 8 17-17 17-16 0-0-0 0-0 0 3-3 0-0 0 0-0 1-1-0 3 5-5-8 8-4 4 OG DIRECTION COSINES AND GLOBAL FORCES AND MOMENTS ME 101/I2 DATE 040'182 PAGE 197 ELEMENT TYPE/TITLE DIRECTION COSINES GLOBAL FORCES (LB)GlOBAL MOMENTS (FT-LB)FROM TO COSAX COSAY COSAZ COSBX COSBY COSBZ CDSCX CDSCY COSCZ FX FY FZ MX 175 TNGT 180 8 180 B BEND 180 M 180 M BEND 180 E 180 E TNGT 185 185 TNGT 185A 185A TNGT 190 190 TNGT 190A 190A TNGT 195 195 TNGT 200 200 TNGT 205 205 TNGT 205A 205A TNGT 210 210 TNGT 2 10A 210A TNGT 215 215 TNGT 215A 215A TNGT 220 220 TNGT 225 B.000.000.000.000.000.000.707.707.707.924.924 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000.707.707.707.383.383 1.000 1.000 1.000 1.000 1.000" 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000.000-.707.000-.707.000.707.000.383.707.707-.707-.924 1.000 1.000-1.000-1.000.000.000 1.000.000.000 1.000.000.000 1.000.000.000 1.000 1.000 1.000 1.000 1.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000 1.000.000.000 1.000 1.000.000.000 1.000.000.000.000.000 1.000.000.000 1.000.000.000 1.000.000.000 1.000 1.000 1.000 1.000 1.000.000.000.000.000.000.000.000.000.000.000 1.000.000.000 1.000.000-1.000.000-1.000.000-1.000 .000-1.000 1.000.000.000 1.000.000.000 1.000 1.000 1.000.000.000 1.000.000.000.000-1.000 .000-1.000.000-1.000.000-1.000.000-1.000 .000-1.000.000 1.000.000.000.000 1.000.000.000.000.000 1.000.000.000 1.000.000.000.000 1.000.000.000.000 1.000.000.000.000-1.000.000-1.000.000-1.000.000-1.000.000-1.000.000-1.000.000.000 1.000 1.000 1.000 1.000 1.000 1.000.000.000.000.000.000.000.000.000.000.000.000.383-.924-1.000.000.000-1.000 -1.000 0-0 0-0 0-0 0-0-0 0-0 0 0 0 0 0-0 0-0 0 0 0 0 0 0 0 0 0 0 0 0 0 16-13 13-13 13-12 12"1-4 9 9 15-15 21-21 23-23 25 8-3 5 2-2 8 9 0-0 9 8-2 3-3 3-3 3-3 3-3-7 7-8 8-8 8 3-3 2-2-2 2-5 5-6 6 12-12 3-3 1-3 3 8-8-5 5 10-10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0-0 0 0 0 0 0 0 0 0 0 0 0 0-0-1-1 0-0 0-0-0 0-0 0 0 0 0 0 0 0 0-0 0-0 0-0 0-0 0-0 0-0 0-0 0=0 0 DIRECTION COSINES AND GLOBAL FORCES AND MOMENTS ME 101/I2 DATE 040182 PAGE 198 ELEMENT TYPE/TITLE FROM TO CDSAX COSAY DIRECTION COSINES COSAZ COSBX COSBY COSBZ COSCX I COSCY COSCZ FX FY GLOBAL FORCES (LB)FZ MX MY GLOBAL MOMENTS (FT-LB)225 8 BEND 225 M 225 M BEND 225 E 225 E TNGT 230 230 TNGT 230A 230A TNGT 235 235 TNGT 235A 235A TNGT 240 240 TNGT 245 245 TNGT 250 250 TNGT 255 8 255 8 BEND 255 M 255 M BEND 255 E 255 E TNGT 260 260 TNGT 265 8 265 8 BEND 265 M 265 M BEND 265 E 265 E TNGT 270.000.707.707 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000.000 1.000.000.707.707.000.000 1.000 1.000.000.000.000.000 1.000 1.000.000.000 1.000 1.000.707 1.000 1.000 1.000 1.000 1.000 1.000.924.000.000.707.000.000.383.924.707.707.707.383.707.707.707 1.000 1.000.000.000 1.000.707.000.707 1.000.707.707.000.000-.707.000-.707.000-1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000.000.000.000 1.000.000 1.000.000.000.000-1.000.000-1.000.000-1.000.000-1.000.000.000 1.000.707.000.000.000-.707.707.000.000-.383.000-.707.000-1.000 1.000 1.000 1.000 1.000.000 1.000.000.924-.383-.707.924.707.000 1.000.000.000 1.000.000.000.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000.000.000 1.000 1.000 1.000 1.000.000.000.000.000 1.000 1.000.000.000.000.000.000.000 1.000 1.000.000-1.000.000-1.000 1.000 1.000 1.000 1.000.000-1.000.000-1.000-.707".707.707.707.000 1.000.000.000 1.000.000-3 3-3 3-3 3-3 3-3 3-3 3-3 3-3 3 2 1-0 0 7 8 0-0 8 9-0 0 8 5 3-3 4 4-1 0 0 2 7 4-4 4-4 5-5 8 0-0 0-0 0 0 0 0 0-0 0-1-2 2-2 2-2 2-2 2"2 2-2 2-1 1 5 1-2 2-1 0-0-0 0-0 0-0 0 2-2 2-3 3-3 3-3 3 1-2 1-1-0-0 0-0 1-1-8 8 4-4-9 9 5-5"6 6-3 3-3 3-3 3-3 3-3 3-3 3 3-3 3-3 2-2 4

DIRECTION COSINES AND GLOBAL FORCES AND MOMENTS ME 101/I 2 DATE 040182 PAGE 199 ELEMENT TYPE/TITLE FROM TO COSAX COSAY COSAZ COSBX'COSBY COSBZ DIRECTION COSINES CDSCX COSCY COSCZ GLOBAL FORCES (LB)FX FY FZ GLOBAL MOMENTS (FT"LB)MX MY MZ 270 TNGT 275 275 TNGT 280 280 TNGT 285 285 TNGT 290 290 TNGT 290A 290A TNGT 295 295 TNGT 300 300 TNGT 305 305 TNGT 310 B 310 B BEND 310 M 310 M BEND 310 E 310 E TNGT 315 315 TNGT 320 8 320 8 BEND 320 M 320 M BEND 320 E 320 E TNGT 500.000-.707-.707-1.000-1.000-1.000.000-1.000.000-.707.000-.707.000.000.000 1.000.000.000 1.000.000.000 1.000.000-.500.707.500-.500-.707-.707-.707.707.500.000.707.000.707.000.707.000 1.000.000.000 1.000.000.000 1.000.000.000 1.000.000.000-1.000 .000-1.000.000 1.000.000.000 1.000.000.000 1.000.000.000 1.000.000.000 1.000.000.000 1.000.000.000 1.000.000.000 1.000.000.000-1.000.000-1.000.000-1.000.000-1.000 1.000 1.000.000.000 1.000 1.000 1.000 1.000-1.000-.707-.707.000.000-1.000.000-1.000-.707-.500.000-.707-.500-.707.000-1.000 .000-1.000.000-1.000 1.000 1.000 1.000.000.000 1.000.000.000 1.000 1.000 1.000 1.000 1.000 1.000.000.000.000.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000.000.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000.000.707.000 1.000.000 1.000.707.000 1.000 1.000.000 1.000.000.000.000 1.000.000 1.000 1.000 1.000.000 1.000 1.000.000.707.500 500 000.707.707.707.707.707.707.707.707.707.707.707.707 1.000 1.000.000.000 1.000 1.000.000.000-3 3 0-0 0"0 0-0-8 13-13 26-26 28-28 28-28 35-35 42-42 44-44 45 5-5 5 4 4-3 3-1 1 0-0 1"1 2-2 4 4 4 4 4 3-3 3-3 3-3 3-3 3-3 3-3 3-3 3-3 3-3 3-3-5 3-3 6-6-10 10-10 10-0 0 10-10 12-12-8 8-7 7-6 6-5 5-5 5-4 4-3 3-2 2 0-0 0-0 0-0 0-0 0-0 0-0 0-0 0-1 0 0 2-2 2-2 3-3 4 4 6-1 2-2-1-0 0-2 2-2 2-3 3-2 2-1 STRESSES AND LOCAL FORCES AND MOMENTS TITLE SP-HCB-108 LINE PROJECT NUMBER: 8856 PROBLEM NUMBER: 5280 USER J.ABISAMRA LOAD CASE: WT01 ME 101/I2 DATE 040182 PAGE ELEMENT TYPE/TITLE FROM TO FA LOCAL FORCES (LB)FB FC LOCAL MOMENTS (FT-LB)STRESS (PSI.75IM/Z MC)STRESS FLEX.INT.FAC.IN (I)PLANE FACTOR CODE DUT AND PLANE CLASS 5 TNGT 10 10 TNGT 15 15 TNGT 20 20 TNGT 25 25 TNGT 30 30 TNGT 35 35 TNGT 40 20 TNGT 45 8 45 8 BEND 45 M 45 M BEND 45 E 45 E TNGT 50 50 TNGT 55 55 TNGT 60 60 TNGT 65 65 TNGT 70-9 9"9 9-9 9-47 46-46 45-25 24-4 2-58 61-61 53-53 13-13 13-13 13-12 12-13 13-13 13-16 15-15 12 8-1'I-9 9 0 0 0 0 0 0-13 13-13-34 34-63 63-63 2-5 5 9 9-10-59 57 4-4 0 0 0 0 0 0 4-4 4-4 4 4 4-4 4 4-7 7 4-4 2-2 0 0 0 0 0 0 0 0 0 0 I 0 0 1-3 3 4 4-4 4 44 15-15-3 3-3 3 0-0 0 0-0 1-1 0 0 0 0 0 0 0-2-3 3-2 2-1 I-6-5 4"4 2-15" 9-9-8 8 0-3 0 0 0 0 0 0 0 3-18 18-15 15 2-2 14-14 17-9 19-24 27-27-21 1248.721.721.647.647.77.307.0.0.0.0.0.0.0.323.1527.1527.1252.1252.382.382.1194.1194.1531.1531.2061.2061.2234.2234.1737.1.300 1.300 1.300 1.300 1.300 1.000 1.000 1.000 1.000 1.000 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 1.000 SC374 1.000 1.000 2 1.000 1.300 1.300 1.300 1.000 1.000 1.000 1.000 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.300 1.000 1.000 1.000 SC374 1.000'.000 2 1.300 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.300 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.300 1.300 1.300 1.000 1.000 1.300 1.000 1.000 SC374 1.000 1.000 2 1.000 1.000 SC374 1.000 1.000 2 1.000 1.000 1.000 SC374 1.000 2 1.000 1.000-'I.OOO SC374 1.300 1.000 1.000 2 -je STRESSES AND LOCAL FORCES AND MOMENTS o ME 101/I2 DATE 040182 PAGE 201 ELEMENT TYPE/TITLE FROM TO FA LOCAL FORCES (LB)FB FC MA MC LOCAL MOMENTS (FT-LB)STRESS (PSI.75IM/Z)STRESS INT.FAC.(I)FLEX.IN PLANE FACTOR CODE DUT AND PLANE CLASS 70 TNGT 75 75 TNGT 80 8 80 B BEND 80 M 80 M BEND 80 E 80 E TNGT 85 85 TNGT 90 90 TNGT 95 95 TNGT 100 8 100 B BEND 100 M 100 M BEND 100 E 100 E TNGT 105 105 TNGT 110 110 TNGT 115 115 TNGT 120 B 120 8 BEND 120 M 120 M BEND 120 E 120 E TNGT 125-13 13-13 13-13 43-43 49-49 50-50 56-17 17-17 17-17-11 11-32 32-31 31-29 3-3 3-3 3-7 7-7 7-7-7 4 46-47-47 24-24-13-13 13-17 17 56-61-36 34 34-36 36-17-17 17-17 17-29 28-1-4 7-3 6 2-2 2-2-2 2-2 2 2-2-3 3-17 17 7-7-4 5-5 6-3 3-3 3-3 3-3 3-3 2-2 2-2 2-4 4.,-4'4 3-3-0 0-0 0-0-6 6-6 6-6 1-1-3 3-3-2-0 0 1-2-2 2-2 4 2-1 1 0 0-3 3-4-4 5-5 6-0 9-9-3 5-6 6-4 4 0 21-26 26-10-10-2 2-4-4 1-1-42 42 51-51 33 33-21 21-12-12 1-1-6-6-8 8-5-3 4-4 4 1737.2167.2167.878.878.326.326.419.419.224.224.3472.3472.4187.4187..2758.2758.1780.1780.1066.1066.427.427.729.729.1137.1137.690.690.651.651.530.530.806.1.300 1.300 1.300 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.300 1.300 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.300 1.300 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.300 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374.1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 0 STRESSES AND LOCAL FORCES AND MOMENTS ME 101/I2 DATE 040182 PAGE 202 ELEMENT TYPE/TITLE FROM TO FA LOCAL FORCES (LB)FB FC LOCAL MOMENTS (FT-LB)STRESS (PSI.75 I M/2 MC)STRESS INT.FAC.(I)FLEX.IN PLANE FACTOR CODE OUT AND PLANE CLASS 125 130 TNGT-11 12 7-7-3 3 0-0 3-2-9 12 806.995.1.300 1.000 1.000 1.000 SC374 1.000 1.000 2 130 130A 130A 135 135 135A 135A 137 137 138 137 140 140 140A TNGT TNGT TNGT TNGT TNGT TNGT TNGT-12 16-16 20-20 25-25 29 0 0-52 55-55 61-6 6-6 6 6-6 6-6-23 20 6-6 0-0 0-0 0-0 0 0 0-0 0 0 0-0 0-0 0-0 0-0 0 0 0-0 0-0 2-1 0-0 0-0 0 0 0 0-0 0 0-12 3-3-6-2 11-19 0 8 1-0 995.239.239.527.527.200.200.919.1602.0.686.85.85.41.1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.300 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 140A 145 TNGT-61 66 0-0 0 0 0-0 0 0 0 0 41.53.1.000 1.000 1.000 1.000 SC374 1.000 1.000 2 145 145A 145A 150 150 155 155 160 TNGT TNGT TNGT TNGT 24-16 16-8 8-6 0-0 0-0 0-0 0-0 6 0 0-0 0-0 0 0 0 0 0 0-3 3-3 0-0 1 0-0 1 126.63.63.251.251.260.260.400.1.300 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.300 1.000 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 160 165 TNGT 0-0-0 8-0 0 0 0-5-8 400.646.1 000 1 000 1 000 SC374 1.000 1.000 1.000 2 165 170 TNGT 0-0 17-17-0 0-0 1 8-4 646.334.1.000 1.000 1.000 1.000 1.000 SC374 1.000 2 170 175 TNGT 0-0 17-16 3-3-1-0 334.118.1.000 1.300 1.000 1.000 SC374 1.000 1.000 2 175 180 8 TNGT 13-9 8 0-0-0 0-1 0-1-7 118.592.1.300 1.000 1.000 1.000 1.000 SC374 1.000 2 STRESSES AND LOCAL FORCES AND MOMENTS ME 101/I 2 DATE 040182 PAGE 203 ELEMENT TYPE/TITLE FROM TO FA LOCAL FORCES (LB)FB FC LOCAL MOMENTS (FT-LB)MA STRESS (PSI.75IM/2)STRESS INT.FAC.(I)FLEX.IN PLANE FACTOR CODE OUT AND PLANE CLASS 185 185A 185A 190 TNGT TNGT 190 190A TNGT 180 B BEND 180 M 180 M BEND 180 E 180 E TNGT 185 11-13 13-12 12-1-4 9 9 15 8-2 3-3-0 0-0 0 0-0-0 0-0 0 0 0-0 0-0 0 0 0 0 0 0 0 0 0 0-0 0-0-0-0 0-0 0 0 0 0-7 8-8 8 8 3"3 2-2 1-2 592.660.660.658.658.234.234 145.145.58.58.188.1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 1.000 SC374 1.000 1.000 2 190A 195 TNGT-15 21 0 0 0 0 0 0 2-5 188.434.1.000 1.000 1.000 1.000 1.000 SC374 1.000 2 195 200 200'205 TNGT TNGT-21 23 23-25-0 0-0 0.-0".0-0 0 0 0 0 0 5-6 6 12 434.502.502.981.1.000 1.000 1.300 1.000 1.300 1.000 1.000 1.000 1.000 SC374 1.000 2 1.000 SC374 1.000 2 205 7NGT 205A 0 0-0 0-0 0-12 3 981.222.1.000 1.000 1.000 SC374 1.000 1.000 1.000 2 205A 210 210 210A 210A 215 215 215A 215A 220 TNGT TNGT TNGT TNGT TNGT-3-1-5-2 2-8-9-0 0-9 0 0 0 0 0 0 0 0 0 0-0 0-0 0-0 0-0 0-0 0 0 0 0 0 0 0 0 0 0-0-3 1-1-3-8-5 5 10 222.80.80.223.223.692.692.434.434.829.1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 220 TNGT 225 B 225 B BEND 225 M-8 2-0 2-1-0 0-0 0 0 1 0-1-10 0 1"2 829.117.117.134.1.000 1.000 1.000 1.000 1 000 SC374 1.000 2 1.000 1.000 1.000 SC374 1.000 1.000 1.000 2 4 STRESSES AND LOCAL FORCES AND MOMENTS ME 101/12 DATE 040182 PAGE 204 ELEMENT TYPE/TITLE .FROM TO FA LOCAL FORCES (LB)FB FC MB MC LOCAL MOMENTS (FT-LB)STRESS (PSI.75 I M/2)STRESS FLEX.INT.FAC.IN (I)PLANE FACTOR CODE OUT AND PLANE CLASS 225 M BEND 225 E 225 E TNGT 230 230 230A TNGT 230A 235 TNGT 235 235A TNGT 235A 240 TNGT 240 245 TNGT 245 250 TNGT 250 TNGT 255 8 255 8 255 M 255 M 255 E 255 E 260 BEND BEND TNGT 265 E 270 TNGT 270 275 TNGT 260 TNGT 265 8 265 8 BEND 265 M 265 M BEND 265 E 2-2 3-3 3-3 3-3 3-3 3-3 3-8 13 0 0 7 8 0-0 8 9-0 0 8 5 3 3-4-4 1-3 2-2-1-1 2-0 0-1-5 8-0 0-0 0-0 0 0 0 0-3 3 0 0 1 4-4-3 3 0 3-3 3-3 3-3 3-2 2-2 2-2 2-0 0 1 0-0-1 0-0-0 0-0 0-0 0 2 2 3 3-3-3~3-3 2-1-0 2-1-8 8 4-4-9 9 5-5-6 6-3-1-2 2-3 3-3 3-3 1-2 2-1-2-6-5 3 134.128.128.659.659.326.326.726.726.408.408.518.518.280.280.286.286.323.323.363.363.378.378.392.392.322.322.276.276.216.216.481.481.248.1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.300 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 1.000 SC374 1.000 1.000 2 1.300 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 1.000 SC374 1.000 1.000 2 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 SC374 1.000 2 1.000 1.000 1.000 1.000 1.000 1.000 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 1.000 1.300 1.000 1.300 1.000 1.000 1.000 1.000 1.000 1.000 SC374 1.000 1.000 1.000 2 O~STRESSES AND LOCAL FORCES AND MOMENTS ME 101/I2 DATE 040182 PAGE 205 ELEMENT TYPE/TITLE FROM TO FA LOCAL FORCES (LB)FB FC MA MB LOCAL MOMENTS (FT-LB)MC STRESS (PSI).75IM/2 STRESS FLEX.INT.FAC.IN (I)PLANE FACTOR CODE OUT AND PLANE CLASS 275 280 280 285 285 290 TNGT TNGT TNGT-13 26-28 28-26 28 0-0 0-0 0-0 0-0 0-0 0-0-3 6-6-10 10-10 248.484.484.813.813.802.1.000 1.300 1.300 1.300 1.300 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 290 290A TNGT-28 35 4 4 0-0 10-0 802.60.1.000 1.000 1.000 SC374 1.000 1.000 1.000 2 290A 295 295 300 TNGT TNGT-35 42-42 44 4-4 3-3 0-0 0-0-1 2-2 1 0 10-10 12 60.800.800.974.1.000 1.000 1.000 1.300 1.000 1.000 SC374 1.000 1.000 2 1.000 1.000 SC374 1.000 1.000 2 300 305 TNGT-3 3-44 45 0-12-8 974.643.1.300 1.000 1.000 SC374 1.000 1.000 1.000 2 305 310 8 TNGT-3 3 5-5 8-7 643.610.1.000 1.000 1.000 1.000 1.000 SC374 1.000 2 310 8 BEND 310 M 310 M BEND 310 E 310 E TNGT 315 315 TNGT 320 8 320 8 BEND 320 M 320 M BEND 320 E 320 E TNGT 500-3 3-3 1 0-0-0 0-1-3-3 1 3-3 1-2 2-2 2-4 5-4 4-3 3-3 3-3 3-3 3-3 4 5-5 5-2 2-2 2-2 0 0 0-7 5-5-0 0-2 2-2-1-2 2 4 4-6 1 0 0-2 5 4 5 4 4-3 3-1 610.494.494.449.449.519.519.441.441.408.408.406.406.468.1.000 1.000 1.000 1.000 1.000 1.300 1.300 1.000 1.000 1.000 1.000 1.000 SC374 1.000 1.000 2 1.000 1.000 1.000 1.000 1.000 1.000 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 1.000 SC374 1.000 1.000 2 1.000 1.000 1.000 1.000 1.000 SC374 1.000 2 1.000 1.000 1.000 1.000 SC374 1.000 1.000 2 AT THE MEMBER END 95 OF ELEMENT FROM 95 TO 100 8 MAX.STRESS (PS I)I 5 4187. STRESSES AND LOCAL FORCES AND MOMENTS>><<>>TIME FOR ME101P2>>>>>> 6.627 ME 101/I 2 DATE 040182 PAGE 206 OXQT>>ME101.ME1015 SEIS01>>>>>>ME101S>>>>>> VERSION/SEP21 (SAP)4 100.0 93.5 NUMBER OF ITERATION VECTORS (NAD)>>>>~>>>><<<<<<>><<>>>> 46 CORE CHANGED FROM 28.37 TIME FOR ABOVE TIME FOR ABOVE~TIME FOR ABOVE~TIME FOR ABOVE EOUATION SOLUTION MAXIMUM BANDWIDTH NUMBER OF BLOCKS TIME FOR ABOVE TIME FOR ABOVE CORE CHANGED FROM 34.36 TIME FOR ABOVE~CORE CHANGED FROM 35.00 TIME FOR ABOVE~85 86 91 68 217 206 349 350 301 338 457 404 517 524 529 TIME FOR ABOVE~TIME FOR ABOVE TIME FOR ABOVE.<><<<<>><<>>BLOCK 1 OF 5 BLOCKS.Oa BLocK 2 0F 5 BLocKs.ao BLOCK 3 OF 5 BLOCKS.Oa*>><<BLOCK 4 OF 5 BLOCKS.aa BLocK 5 0F 5 BLocKs.oa SUBSPACE ITERATION EIGENVALUES SUBSPACE ITERATION CYCI.E NO.1<<<<<<>>aa SUBSPACE ITERATION CYCLE NO.2>><<<<>>OO SUBSPACE ITERATION CYCLE NO.3<<<<<<<<aa.SUBSPACE ITERATION CYCLE NO.4<<>><<>>Oa SUBSPACE ITERATION CYCLE NO.5>><<>>>>aa SUBSPACE ITERATION CYCLE NO.6>><<<<>>aa SUBSPACE ITERATION CYCLE NO.7<<<<<<>>aO SUBSPACE ITERATION CYCLE NO.8<<>>>>>>aa SUBSPACE ITERATION CYCLE NO.9>>>>>><<aa SUBSPACE ITERATION CYCLE NO.10<<<<<<>>aa SUBSPACE ITERATION CYCLE NO.11<<<<>><<aa TO 34.36 355.768.NOW START>><<>>NODAL POINT INPUT.549.NOW START>><<>>BOUNDARY ELEMENT STIFFNESSES 1.110.NOW START>>>>>>BEAM ELEMENT STIFFNESSES 6.148.NOW START<<<<>>CURVED ELEMENT STIFFNESSES PARAMETERS >>>>>>>><<>>TOTAL NUMBER OF EOUATIONS.......... 534 18 NUMBER OF EOUATIONS PER BLOCK......129 5 VALUE OF MTOT 65155 1.101.NOW START<<<<>>INPUT OF NODAL LOADS AND MASSES*>><<.116.NOW START<<<<>>COMPUTATION OF INDEXES TO 35.00 3.901.NOW START>>>>>>ASSEMBLY OF EOUATIONS TO 40.59 1.019.NOW START>><<>>FORMING INITIAL VECTORS 51 115 14 39 15 229 248 231 219 205 158 195 381 337 , 380 , , 303 291 475 392 393 477 391 416 513 519 523 518 525 RELATIVE TOLERANCES REACHED ON EIGENVALUES ARE NOW.23755-017.47199-017.32600-017.00000.28603-017.49305-017.48825-016.43938-016.46798-017.26649-015.25581-011.40848-011.61546-011.43222-011.60487-010.65363-008,24708-006 .78107-006.22412-006.45521-005.69200-002.46177-002.13449-001.42195-003.22222+000.00000.23174-017 .22454-017 .10961-017.57688-014 .85942-013 .60057-011.12210-008.29953-010.20371-005 .86232-004 .29540-004 .18487+000.35472-017.00000.14746-014.15102-014.17261-009.20223-007.17430-005.12721-003 1 e STRESSES AND LOCAL FORCES ANO MOMENTS ME 101/I 2 DATE 040182 PAGE 207 EIGENVALUES ARE NOW.59823t004 .602'17+004 .23058+005 .23867+005 .44629t005 .47049t005 .71398+005.82883+005.13232+006.13846+006 CORE CHANGED FROM 68.99.87 184+004.23934+005 .47769+005 .84879+005 .15753+006 TO 79.08.90040 t 004.24293t005 .49438+005 .85786+005 .19243+006.99367+004.10514+005.12264+005.12658+005.25810+005.25930+005.30733+005.31983t005.50366t005.52767+005.54255+005.58601+005.97760t005 .10172+006~10355+006.10600+006.23165t006.46767t006.16025t005.32572+005 .63882+005 .10781+006.18380+005.37375+005 .67806+005 .11267+006 I.27451-024.17951-023.63100-023 .53052-021.64962-015.56008-017.19387-014.81863-013.13858-009.83177-011.20330-008.18204-010.20287-004 RELATIVE ERROR BOUNDS ON CALCULATED FREOUENCIES .32198-024.47104-024.37500-024.13438-023.28172-017 .19010-015.15727-015.54164-017 .16691-011.98857-011 .12536-010.74899-011 .84301-008.12249-005.93315-005.23582-005 CORE CHANGED FROM 79.08 TO 37.86 TIME FOR ABOVE~63.611.NOW START tt+STURM SEOUENCE CHECK OF VECTORS.87065-021 .14182-014.19534-009.17702-020.19518-015.29671-007 CHECK APPLIED AT SHIFT TIME FOR ABOVE TIME FOR ABOVE TIME FOR ABOVE TIME FOR ABOVE TIME FOR ABOVE.98737 197536228+005 .042.NOW START.251.NOW START.202.NOW START.198.NOW START.198.NOW START OECOMP ttt BLOCK OECOMP++t BLOCK DECOMP+++BLOCK DECOMP t++BLOCK DECOMP+++BLOCK 1 OF 5 BLOCKS.00 2 OF 5 BLOCKS.00 3 OF 5 BLOCKS.00 4 OF 5 BLOCKS.OO 5 OF 5 BLOCKS.00 WE FOUND THE LOWEST 35 EIGENVALUES CORE CHANGED FROM 37.86 TO 76.10 TIME FOR ABOVE~.069.NOW START t+t PRINTING MODES AND FREOUENC 1 TIME FOR ABOVE~2.007.NOW START t++RESPONSE SPECTRUM ANALYSIS CORE CHANGED FROM 76.10 TO 77.23 EXECUTION TIME: NODE ELEMENTS NODE LOADS ASSEMBLY SOLUTION PARTICULAR .555 8.404.120 4.871 727.235 1.878 TIME FOR ABOVE~1.802.NOW START i++E N D S A P IES~~~TOTAL 743.063 PXOT+ME 101.ME101P 1 SE I 502+++ME101P1++t SRSS.00000 PARAMETERS NEOB LL 129 36 NCURVE MBAND 6 18 RESSUM LBR 36 VERSION/SEP21 0 NUMNP NEO 89 534 MTSAV 71550 LB NBLOCK NUMN1 36 5 1 NRES NDISPR NMOOPR 1 0 0 IFIR N224WD NELTYP MAXELK MDOF NF 0 28 3 78 12 CORE CHANGED FROM 33043 TO 88734 DECIMAL WORDS PARAMETERS NEOB LL NUMNP 129 36 89 NCURVE MBAND MTSAV 6 18 71550 NEO LB NBLOCK NUMN1 NRES NDISPR NMODPR 534 36 5 1 1 0 0 IFIR N224WD NELTYP MAXELK MOOF NF 0 28 3 78 12 1 STRESSES AND LOCAL FORCES AND MOMENTS RESALL LB~36 ME 101/I2 DATE 040182 PAGE 208 CORE CHANGED FROM 88734 TO 88038 DECIMAL WORDS P1TEMP CASE 3 MS AN 4'TIME FOR ME101P1IF 172.051 0 XOT+ME 101.ME 101P2 SEI 502+++ME 101P2>>~*VERSION/MAR04 CORE CHANGED FROM 33763 TO 39763 DECIMAL WORDS CORE CHANGED FROM 39763 TO 43365 DECIMAL WORDS CORE CHANGED PROM 43365 TO 39763 DECIMAL WORDS FREQUENCIES AND PERIODS TITLE SP-HCB-108 LINE PROJECT NUMBER: 8856 PROBLEM NUMBER: 5280 USER J.ABI SAMRA LOAD CASE: SEIS01 ME 101/I2 DATE 040182 PAGE 209 EIGEN SOLVER: SUBSPACE ITERATION FREQUENCIES FOR THE SEIS01 LOAD CASE (CPS)12.3098587 20.1473808 27.9012747 35.7 179842 46.3681765 12.3503901 21.5772645 28.4628479 36.5594482 46.6152406 14.8606527 24.1674564 28.7240040 37.0715466 49.7622313 15.1021 134 15.8650482 24.5875411 24.6221735 30.7690053 33.6223626 38.5275764 40.2261105 16.3196061 24.8063874 34.5218897 41.4433136 17.625497 1 25.5688066 34.7850065 42.5268760 17.9060431 25.6286385 35.3875790 45.8197966 PERIODS FOR THE SEIS01 LOAD CASE (SEC).0812357.0496342.0358407.0279971.0215665.0809691.0463451.0351335.0273527.0214522.0672918.0413780.034814 1.0269749.0200956.0662 159.0406710.0325002.0259554.06303 16.0406138.0297421.0248595.0612760.0403122.0289671.024 1293.0567360.0391 102.0287480.0235145.0558471.0390188.0282585.0218246 MASS TABLE TITLE SP-HCB-108 LINE PROJECT NUMBER: 8856 PROBLEM NUMBER: 5280 USER J.ABI SAMRA LOAD CASE: SEIS01 ME 101/I2 DATE 040182 PAGE 210 DATA PT MASSES (LB-SEC++2/IN) X-DIRECTION Y-DIRECTION 2-DIRECTION MASSES (LB)X-DIRECTION Y-DIRECTION Z-DIRECTION 5 10 15 20 25 30 35 40 45 8 45 E 50 55 60 65 70 75 80 8 80 E 85 90 95 100 B 100 E 105 110 115 120 8 120 E 125 130 130A 135.0014.0058.0595.0084.0026.0554.0564.0073.0063.0030.0044.0091.0062.0038.1355.1338.0036.0032.0098.0145.0074.0041.0046.0038.0033.0083.0088.0080.0070.0070.0113.0113.0014.0058.0595.0084.0026.0554.0564.0073.0063.0030.0044.0091.0062.0038.1355.1338.0036.0032.0098.0145.0074.0041.0046.0038.0033.0083.0088.0080.0070.0070.0113.0113.0014.0058.0595.0084.0026.0554.0564.0073.0063.0030.0044.0091.0062,.0038.1355.1338.0036.0032.0098.0145.0074.0041.0046.0038.0033.0083.0088.0080.0070.0070.0113.0113.5591 2.2492 22.9864 3.2515 1.0026 21.4248 21.8115 2.8200 2.4467 1.1577 1.7187 3.5269 2.4097 1.4752 52.3663 51.7075 1.3725 1.2436 3.7811 5.6143 2.8644 1.5874 1.7879 1.4752 1.2890 3.2082 3.4063 3.0769 2.7212 2.7212 4.3540 4.3540.5591 2.2492 22.9864 3.2515 1.0026 21.4248 21.8115 2.8200 2.4467 1.1577 1.7187 3.5269 2.4097 1.4752 52.3663 51.7075 1.3725 1.2436 3.7811 5.6143 2.8644 1.5874 1.7879 1.4752 1.2890 3.2082 3.4063 3.0769 2.7212 2.7212 4.3540 4.3540.5591 2.2492 22.9864 3.2515 1.0026 21.4248 21.8115 2.8200 2.4467 1.1577 1.7187 3.5269 2.4097 1.4752 52.3663 51.7075 1.3725 1.2436 3.7811 5.6143 2.8644 1.5874 1.7879 1.4752 1.2890 3.2082 3.4063 3.0769 2.7212 2.7212 4.3540 4.3540 0 MASS TABLE ME 101/I 2 DATE 040182 PAGE 211 DATA PT MASSES (LB-SEC++2/IN) X-DIRECTION Y-DIRECTION Z-DIRECTION MASSES (LB)X-DIRECTION Y-DIRECTION Z-DIRECTION 135A 137 138 140 140A 145 145A 150 155 160 165 170 175 180 B 180 E 185 185A 190 190A 195 200 205 205A 210 210A 215 215A 220 225 B 225 E 230 230A 235 235A 240 245 250.0113.0136.0553.0119.0142.0180.0218.0124.0101.0191.0113.0018.0045.0047.0155.0212.0136.0143.0149.0104.0056.0085.0117.0141.0165.0198.0231.0189.0097.0115.0198.0212.0213.0214.0214.0126.0059.0113.0136.0553.0119.0142.0180.0218.0124.0101.0191.0113.0018.0045.0047.0155.0212.0136.0143.0149.0104.0056.0085.0117.0141.0165.0198.0231.0189.0097.0115.0198.0212.0213.0214.0214.0126.0059.0113.0136.0553.0119.0142 i.0180.0218.0124.0101.0191.0113.0018.0045.0047.0155.0212.0136.0143.0149.0104.0056.0085.0117".0141.0165.0198.0231.0189.0097.0115.0198.0212.0213.0214.0214.0126.0059 4.3540 5.2706 21.3532 4.5831 5.4997 6.9606 8.4215 4.7836 3.8957 7.3616 4.3540.6875 1.7393 1.8168 5.9988 8.+42 5.2706 5.5141 5.7575 4.0246 2.1770 3.3012 4.5402 5.4568 6'734 7.6553 8.9371 7.3043 3.7357 4.4518 7.6552 8.2066 8.2425 8.2783 8.2639 4.8552 2.2916 4.3540 5.2706 21.3532 4.5831 5.4997 6.9606 8.4215 4.7836 3.8957 7.3616 4.3540.6875 1.7393 1.8168 5.9988 8.1842 5.2706 5.5141 5.7575 4.0246 2.1770 3.3012 4.5402 5.4568 6.3734 7.6553 8.9371 r 7.3043 3.7357 4.4518 7.6552 8.2066 8.2425 8.2783 8.2639 4.8552 2.2916 4.3540 5.2706 21.3532 4.5831 5.4997 6.9606 8.4215 4.7836 3.8957 7.3616 4.3540.6875 1.7393 1.8168 5.9988 8.1842 5.2706 5.5141 5.7575 4.0246 2.1770 3.3012 4.5402 5.4568 6.3734 7.6553 8.9371 7.3043 3.7357 4.4518 7.6552 8.2066 8.2425 8.2783 8.2639 4.8552 2.2916 MASS TABLE ME 101/I 2 DATE 040182 I PAGE 212 DATA PT MASSES (LB-SEC++2/IN) X-DIRECTION Y-DIRECTION 2-DIRECTION MASSES (LB)X-DIRECTION Y-DIRECTION Z-DIRECTION 255 8 255 E 260 265 8 265 E 270 275 280 285 290 290A 295 300 305 310 B 310 E 315 320 8 320 E 500.0064.0035.0158.0157.0055.0100.0231.0195.0029.0095.0173.0114.0043.0019.0026.0053.0046.0040.0050.0027.0064.0035.0158.0157.0055.0100.0231.0195.0029.0095.0173..0114.0043.0019.0026.0053.0046.0040.0050.0027.0064.0035.0158.0157.0055.0100.0231.0195.0029.0095.0173.0114.0043.0019.0026.0053.0046.0040.0050.0027 2.4610 1.3582 6.0931 6.0847 2.1176 3.8733 8.9371 7.5335 1.1171 3.6665 6.7028 4.4113 1.6614.7161 1.0145 2.0457 1.7760 1.5301 1.9312 1.0312 2.4610 1.3582 6.0931 6.0847 2.1)76 3.8733 8.9371 7.5335 1.1171 3.6665 6.7028 4.4113 1.6614.7161 1.0145 2.0457 1.7760 1.5301 1.9312 1.0312 2.4610 1.3582 6.0931 6.0847 2.1176 3.8733 8.9371 7.5335 1.1171 3.6665 6.7028 4.4113 1.6614.7161 1.0145 2.0457 1.7760 1.5301 1.9312 1.0312

NORMALIZED MODE SHAPES ME 101/I 2 DATE 040182 PAGE 213 TITLE PROJECT NUMBER PROBLEM NUMBER USER LOAD CASE SP-HCB-108 LINE 8856 5280 J.ABI SAMRA SE I 501 DATA PT DX MOD DISPLACEMENTS DY SHAP E DZ N U M B R RX ROTATIONS RY RZ FREOUENCY 12.3098626 5 10*15 20 25 30 35 40 45 B 45 E 50 55 60 65 70 75 80 B 80 E 85 90 95 100 B 100 E 105 110 115 120 B 120 E 125 130 130A 135 135A 137 138 140 140A 145 145A.0000000-.0016293-.0169934-.0248948.0684837.1791862.3832849.6093857-.2968555-.3707888-.3532159-.2200769-.0398631.0000000.1108265.1891585.2039742.0820525.0000000-.6087618-.1810211-.0506393.0256406.0000000-.0192714-.0192985-.0193940-.0244177.0189073.0000000-.0453977.0000000.1351859.1551765 1.0000000.0000000-.0520871.0000000.0000000.0000000.0037626.0026283-.0869079-.0869277-.0869471-.0869643-.0869664-.0867047-.0283599.0000000.1528114-.0193998.0000000.0441438.0463621.0338252.0112125.01 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0128909.0091386.0041334.0033987.0054638.0068587.0208080.0224469.0207644.0162293.0108132.0072316.0042447-.0010869-.0006752.00671 13.0105098.0257035.0408972.0560909.07 12846.0793764.0534634.0267317.0000000.0000000.0000000-.0002239.0068371.0189339.0234834.0266850.0289489.0292722.0209721.0216215.0217195.0222748.0232564.0237155.0252266.0270821.0277133.0277917.0266529.0150162.0080794.0058889.0034793.0035171.0038466.0037727.0035314.0036161.00401 10.0038 148.0004522-.0056658-.0062171.0062314.0062314.0085056-.0020960.0000000.0000000 NORMALIZED MODE SHAPES ME 101/I2 DATE 040182 PAGE 214 DATA PT 150 155 160 165 170 175 180 B 180 E 185 185A 190 190A 195 200 205 205A 210 210A 215 215A 220 225 B 225 E 230 230A 235 235A 240 245 250 255 B 255 E 260 265 B 265 E 270 275 280 285 290 290A 295 300 305 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.10000401.44002-08.23272-09-.20351-12-.21687-08.10000+01-.16384-14.40642-14-.38632-08 -.25961-12-.28358-12 .10000i01-.25800-08 .12976-08.66903" 14.46173-08-.24122-08-.63676-13 .10000>01-.64902-14 .81287-14-.35202-08 .26533-12.14434-12-.55329-08 -.49254-12 .10000401-.74570-14 .98878-14.15630-10.14171-12-.20514-,12 .54653-08-.21264-13 -.61917-08.10000401 10-.45484-08 .16336-09-.30456-14.42220-08.409 16-09.47943-13-.32395-07 ".20484-'l2 -.63550-12.10000+01-.59082-09 .51538-09.59319-13-.10908-08-.35271-09.96746-13-.36979-08 -.34086-13 -.47153-12 -.11721-07.10000401 12.16998-12-.20322-12 -.20226-09 .54481-13-.71487-15-.57436-09 .59991-13.21866-08.28238-08.49766-12-.66806-19 .10000+01 13-.15871-12.19110-12.78075-08-.10435-13-.13507-14.1 1278-09-.95429-13 .18434-08-.32984-08 .87904-19-.11854-18.69152-07.10000401 14.22822-14-.21947-14.60365-10-.53534-13.64873-14.86094-09.10563-12.26711-08-.15562-07.38614-19-.57203-20 .12736-07-.14381-07.10000t01 15.43405-12 55801-12.31 101-09-.14106-14.35846-12.17836-08-.13149-12.36472-08-.10157-07-.10927-17.21770-18-.20857-07 .20565-07.61181-08.10000+01 16-.41811-10 .747 10-08-.28719-13.32299-08.84961-08.72591-13-.31681-08.10967-12.40838-12-.37831-08-.61527-08.49382-18-.17312" 18.68784-19.54 127-18.10000+01 17-.14144-12-.17665-12-.82732-08 .15224-13.76180-18.10227-08-.11314-12.12929-08-.44637-09 -.14585-17-.53340-17.67237-08-.45659-09 18.41944-11-.41147-10 .47963-13.17821-08.78984-09-.60513-13.25710-08.46902"12.58086-12.27117-08.68726-08.17448-17.74553-17 19-.79698-12 .92795-12-.75316-11 -.21491-13 .79189-18-.15187-10.32950-13-.20177-09-.10047-11-.57975-18-.331 10-18-.14193-08.45980-09 20-.37981-14-.45932-13 .27200-09-.70799-14-.68478-12 .21587-08.21596-13.85943-09.12743-08-.13664-17-.62743-18-.72045-09 .15499-09 21.65759-15-.59097-15 .20822-09.78047-12".22715-14 .16749-09-.17387-13.49367-08.13942-08.94861-13.72613-17.57098-08-.29103-08 22-.14639-15-.55410-16.27063-09-.51767-14 .40183-14.66674-09.13378-13.27733-08.53917-08.53210-12.40625-17-.13374-08.84021-09 23-.26129-14-.13337-16-.28134-08 .82300-13.21739-14.99136-10-.19776-13.45156-09-.65844-10 86116-16.24944-17.20010-08-.47609-08 24.81847-15-.73670-15 .17493-09.46058-12.11099-13.64137-08.75088-12-.60482-09 .77456-09.33723-12.85869-16.14171-09-.29539-09 ORTHOGONALITY CHECK OF EIGENVECTORS NE 101/I2 OATE 040182 PAGE 319.84721-09-.10034-08-.41995-18 ~10000401.97737-18.52341-17.66915-08-.87309-17.10000401.10964-09-.81001-09 -.23085-17-.27602-09 -.22306-16.10000+01.65643-10-.13593-08-.1 1670-17-.32129-09-.56851-17-.78928-11 .10000+01.28376-09-.46057-08 .39216-15-.17344-09~29234-15.90418-10.23533-09.10000401-.10837-08-.31065-08.10054-15-.27384-09 -.79736-16 -.22518-09-.42632-09 .65140-08.10000+01-.31809-09.19261-09.17034-16-.14408-07.13738-15.4728 1-10.14346-10.31842-09-.47845-09 .10000+01-.38406-10 .68903-09-.38944-16 -.20834-09 .17881-15.69862-10-.56632-08 -.69763-09 -.53275-08 -.19178-09.10000+01 25-.21248-08-.18360-08.20822-12.44100-08-.87948-08 .83932-15-.51357-08-.31183-12 -.54460-16-.11752-08.7099 1-09.11028-14.22468-15-.23629-16 -.37491-15-.48569-09 -.49214-16 -.46615-08.15925-16-.28413-16-.25171-13.31063-13-.12398-13-.23212-13.10000401 33.38603-12-.24642-12 .27451-08-.29234-12-.17463-12-.15030-10.52411-12-.3201 1"08-.91484-09-.14825-12-.16727-12-.31815-08 26-.91640-14 .81236-15-.75544-10.14532-12-.26164-14-.24 101-08-.12564-16.28859-09-.13411-09.22476-15.65060-16.36417-09-.13563-09-.37380-09 .21877-09-.31493-15-.15228-09.23403-15.35475-09-.50436-08 .55794-10.17959-08.22724-10.46199-08.24256-13.10000+01 34 65141-13.22818-12.59728-09.24202-12.13621-12-.25042-08 .35980-12-.73492-09 .26767-08.61619-13.54984-13-.16638-08 27.70547-14.95599-12.601 12-10-.36164-14-.10047-14.12208-09-.10307-12.11516-08-.27306-09 .20468-12.22625-14.73924-09-.37749-08 56589-09.19677-08.12707-13~-.25391-09 .72356-14-.90154-08 -.73099-10 .15840-08.16610-08.28007-09.33365-09-.42449-12 .34333-08.10000401 35.14351-08.17330-08.41072-12 70724-09.12767-09-.56599-12.34 159-09-.83026-12 -~22208-12.26047-09.11295-13.30840-,12 28-.75100-15.18262-18.31895-10-.71797-12-.23404-14 .21061-08 33284-13-.16354-09.23491-09-.47067-12 ~12488-15.23457-10-.19829-.10,.12333-09.77697-10-.19443-15-.85806-11 -.54327-15 .26894-11.53037-09.91447-11.10008-08.26948-10-.59127-08-.36263-13 .33151-08.44118-10.10000401 29-.20271-09.26774-10.17394-15-.91377-09-.39212-09.19703-13.47006-09.80828-15.22417-13.49203-09-.42594-08 .99978-15.96377-15.32276-12-.90662-15 -.55052-09 .14801-15-.23342-08 .16586-15-.43042-16 .10037-14-.38860-15 -.99587-14-.35550-15 -.62647-09 -~29923-13-.17364-12.15682-12.10000+01 30 54954.11738-08.30891-14-.98847-08 -.25 107-08.23073-12.6871 1-08.20007-13.37590-13.65090-08.12823-08.38607-14.10263-13-.45857-14 -.81843-14 -.28243-08 -.53830-14 .17065-07.39199-14-.44519-14.18954-13-.64595-14 -.30609-14 -.20124-14.32472-08.11391-14-.96514" 13-.88143-14 -.15994-07.10000+01 31-.22158-13 .97214-14.15554-08.20192-13-.34764-14 .25393-10.22386-12-.22173-08.70476-09-.18821-12-.80469-14 .14680-07-.86639-08 -.89054-09 .33648-08-.27571-14-.25630-09 -.11266-13.4 1729-08-.64871-10 .22831-07-.38815-08-.65572-09 -.28839-09 .86656-14-.18957-09.52837-08.90764-11.19228-14-.26120-13.10000+01 32-.99970"13 -.11876-12-.89323-09 -.85948-12 -.57050-13.66763-09-.59589-13 -.52052-09 -.16530-08-.31059-12 .46111-13-.31286-09 30787-09-.13125-08.33599-09 68703-12-.10239-08-.18781-12.31783-09-.62179-09-.53149-09.15950-08-.13076-09.31254-08-.26663-12 .14517-08-.55249-08-.11468-08.98670-14-12834-11.$6956-08.10000+01 ORTHOGONALITY CHECK OF EIGENVECTORS ME 101/I 2 DATE 040182 PAGE 320.18125-08.21799-09-.12440-08-.30442-12.54979-09.81862-12-.28611-08 .74012-09.77 198-09.10346-08 ,-.73223-09 .85430-09-.12083-12.12539-08.23755-08.f7260-'09 -.21419-12".14985-11.98694-09.36754-09.10000+0'1.88927-09.12936-08.34 123-09.30781-12.34236-09.38486-12-.83023-09 -.23679-08 -.75530-09 -.54888-09 -.37257-09 -.65501-08-.10886-13-.11940-08-.18890-09.4 1270-09-.12363-12-.10458-1 1-.67813-08.39015-07-.21293-08.10000401-.10074-1 1-.10543-12.9254 1-12-.50629-09 -.49762-13 .67079-09-.18924-12.83936-13-.12199-11.27691-12-.49256-14 -.44620-13 .34272-09.24236-12-.27327-11 .17696-12-.72597-09 -.75003-08 .33670-11.31414-12-.47893-11 -.18189-12.10000+01 MODAL ACCELERATIONS ME 101/I 2 DATE 040182 PAGE 321 TITLE PROJECT NUMBER PROBLEM NUMBER USER LOAD CASE SP-HCB-108 LINE 8856 5280 J.AB I SAMRA SEIS01 TITLE OF RESPONSE SPECTRUM: ENVELOPE OF OBERBC719 MODE 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 FREOUENCY (CPS)12.309859 12.350390 14.860653 15.102113 15.865048 16.319606 17.625497 17.906043 20.147381 21.577264 24.167456 24.587541 24.622 173 24.806387 25.568806 25.628638 27.901274 28.462847 28.724004 30.769005 33.622362 34.52 1890 34.785006 35.387578 35.7 17984 36.559448 37.07 1546 38.527576 40.226110 41.443313 42.526875 45.819796 46.368176 46.615240 49.762231 MODAL ACCELERATIONS (G'S)X-DIRECTION 4.2910 4.2189 2.0700 2.0489 1.8956 1.8077 1.5683 1.5191 1.1689 1.1105.9943.9306.9254.8978.8180.8127.6753.6343.6196.5299.4169.3872.3794.3730.3730.3730.3730.3730.3730.3730.3730.3730.3730.3730.3730 Y-DIRECTION 3.7237 3.7744 3.9600 3.9600 3.9600 3.9600 3.9600 3.9600 3.5339 2.1594 1.0957 1.0775 1.0761 1.0682 1.0600 1.0600 1.0600.9404.8738.4521.3050.2900.2900.2900.2900.2900.2900.2900.2900.2900.2900.2900.2900.2900.2900 Z-DIRECTION 1.4000 1.4000 1.4000 1.4000 1.4000 1.4000 1.4000 1.4000.8918.8381.7493.7358.7347.7289.7052.7033.6368.6212.6140.5305.3571.3055.2906.2729.2681.2562.2500.2500.2500.2500.2500.2500.2500.2500.2500 PARTICIPATION FACTORS ME 101/I 2 DATE 040182 PAGE 322 TITLE PROJECT NUMBER PROBLEM NUMBER USER LOAD CASE SP-HCB-108 LINE 8856 5280 J.ABI SAMRA SEIS01 MODE PARTICIPATION FACTORS X-DIRECTION Y-DIRECTION 2-DIRECTION 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 CORE CHANGED FROM CORE CHANGED FROM CORE CHANGED FROM.39513-.12891.00092-.03295.07973.03640-.07425.00060-.06253-.10046-.01028.00179-.01261.08228-.05115.34712-.00078.12562-.01396.00504-.04845.04035-.00008.03791-.27959-.09118-.12218.12887-.00500-.01878-.12229-.07321-.07238.33312.06027 39763 TO 40800 40800 TO 43365 43365 TO 39763.00455-.04626-.04266.48940.14615.08748.11417-.22510.04526-.00532-.14964-.13246.00938.02812.02652-.10573.10676-.04504.00030-.21477.11131-.00849.24210-.14697-.31791.00755.04240-.02295.18369-.06637-.10546.06213-.19536-.01229-.02614 DECIMAL WORDS DECIMAL WORDS DECIMAL WORDS-.04227.04588-.02003.11323-.02398-.14855.-.03386-.23477-.06718-.27622-.35243.'03589-.04116-.00848.05303-.09277.01499.35465-.11814-.04178~03007.21813.01030-.03798.15440.01433.02557-.01072-.09277.19824.02943-.06685.11571.03808.00837 e MODAL ACCELERATIONS I ME 101/I2 DATE 040182 PAGE 323 TITLE PROJECT NUMBER PROBLEM NUMBER USER LOAD CASE SP-HCB-108 LINE 8856 5280 J.ABISAMRA SE I 502 TITLE OF RESPONSE SPECTRUM: ENVELOPE OF SSERBC719 MODE 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 FREOUENCY (CPS)12.309859 12.350390 14.860653 15.102113 15.865048 16.319606 17.625497 17.906043 20.147381 21.577264 24.167456 24.587541 24.622173 24.806387 25.568806 25.628638 27.901274 28.462847 28.724004 30.769005 33.622362 34.521890 34.785006 35.387578 35.717984 36.559448 37.07 1546 38.527576 40.226110 MODAL ACCELERATIONS (G'S)X-DIRECTION 3.3451/3.3071 1.5900 1.5442 1.4038 1.3234 1.1426 1.1225.9722.8847.8600.8600.8600.8600.8037.7978.5851.5609.5523.4876.4730.4730.4730.4730.4730.4730.4730.4730.4730 Y-DIRECTION 2.0116 1.9808 1.9400 1.9400 1.9400 1.9400 1.9400 1.9400 1.8110 1.4386.7412.7203.7185.7095.6545.6498.5700.5377.5197.4436.4130.4130.4130.4130.4130.4130.4130.4130.4130 Z-DIRECTION .9467.9395.7800.7800.7800.7800.7800.7800~6327.6100.5756.5588.5574.5501.5206.5183.4354.4159.4070.3445.3230.3230.3230.3230.3230.3230.3230.3230.3230 30 31 32 33 34 35 CORE CHANGED 41.443313 42.526875 45.819796 46.368176 46.615240 49.762231 FROM 39763 TO 40800 DECIMAL WORDS.4730.4730.4727.4727.4727.4728.4130.4130.4130.4130.4130.4130.3230.3230.3230.3230.3230.3230 MODAL ACCELERATIONS +++TIME FOR ME101P2+++ 38.057ME 101/I 2 DATE 040182~., t PAGE 324 OXOT<<h1E 101.ME 101S SEIS03+++ME1015+++ VERSION/SEP21 (SAP)4 100.0 93.5 NUMBER OF ITERATION VECTORS (NAD)seessseeeesyt 46 CORE CHANGED FROM 28.37 TIME FOR ABOVE R TIME FOR ABOVE TIME FOR ABOVE~TIME FOR ABOVE~EOUATION SOLUTION MAXIMUM BANDWIDTH NUMBER OF BLOCKS TIME FOR ABOVE~TIME FOR ABOVE~CORE CHANGED FROM 34.36 TIME FOR ABOVE R CORE CHANGED FROM 35.00 TIhIE FOR ABOVE 85 86.91 68 217 206 349 350 301 338 457 404 517 524 529 TIME FOR ABOVE~TIME FOR ABOVE~TIME FOR ABOVE TIME FOR ABOVE~TIME FOR ABOVE~TIME FOR ABOVE R CORE CHANGED FROM 40.59 TIME FOR ABOVE~TIME FOR ABOVE~TIME FOR ABOVE TIME FOR ABOVE~TIME FOR ABOVE R TIME FOR ABOVE TIME FOR ABOVE~TIME FOR ABOVE TIME FOR ABOVE~TIME FOR ABOVE K TIh1E FOR ABOVE TIME FOR ABOVE~.323.008.253.203.200.200 TO 68.99.064.006 83.310 84.893 73.722 69.238 62.445 59.668 57.913 56.930 56.281 55.256 NOW START NOW START NOW START NOW START NOW START NOW START FACTOR DECOMP DECOMP~*~DECOMP DECOMP DECOMP OF STIFFNESS MATRIX BLOCK 1 OF 5 BLOCKS.00 BLOCK 2 OF 5 BLOCKS.00 e~+BLOCK 3 OF 5 BLOCKS.00 BLOCK 4 OF 5 BLOCKS.00 BLOCK 5 OF 5 BLOCKS.00 NOW START NOW START NOW START NOW START NOW START NOW START NOW START NOW START NOW START NOW START NOW START NOW START SUBSPACE ITERATION EIGENVALUES SUBSPACE ITERATION CYCLE NO.1++++00 SUBSPACE ITERATION CYCLE NO.2++++00 SUBSPACE ITERATION CYCLE NO.3++++OO SUBSPACE ITERATION CYCLE NO.4++++00 SUBSPACE ITERATION CYCLE NO.5+~++10 SUBSPACE ITERATION CYCLE NO.6++++00 SUBSPACE ITERATION CYCLE NO.7 i+++00 SUBSPACE ITERATION CYCLE NO.8 i~~t00 SUBSPACE ITERATION CYCLE NO.9++++00 SUBSPACE ITERATION CYCLE NO.10++++00 SUBSPACE ITERATION CYCLE NO.11++++00 TO 34.36 1308.969.NOW START+~+NODAL POINT INPUT.549.NOW START+++BOUNDARY ELEMENT STIFFNESSES 1.110.NOW START+++BEAM ELEMENT STIFFNESSES 6.158.NOW START+~+CURVED ELEMENT hTIFFNESSES PARAMETERS ++++++TOTAL NUMBER OF EOUATIONS.......... 534 18 NUMBER OF EOUATIONS PER BLOCK......129 5 VALUE OF MTOT 65155 1.104.NOW START+++INPUT OF NODAL LOADS AND MASSES.116.NOW START+++COMPUTATION OF INDEXES TO 35.00 3.914.NOW START+++ASSEMBLY OF EOUATIONS TO 40.59 1.022.NOW START+++FORMING INITIAL VECTORS 51 115 14 39 15 229 248 231 219 205~158 195 381 337 ,380,~, 303 291 475 392 393 477 391 416 513 519 523 518 525 RELATIVE TOLERANCES REACHED ON EIGENVALUES ARE NOW.23755-017.47199-017.32600-017.00000.28603-017.49305-017.48825-016.43938-016.46798-017.26649-015.25581-011 .40848-011 .61546-011 .43222-011 .60487-010 .65363-008.24708-006.78107-006.22412-006.45521-005.69200-002.46177-002 .13449-001.42195-003.22222+000.00000.10961-017.60057-011 .2037 1-005.18487+000.23174-017.22454-017.57688-014 .85942-013 .12210-008.29953-010.86232"004 .29540-004 .35472-017 .14746-014.17261-009.17430-005.00000.15102-014.20223-007 .12721-003 MODAL ACCELERATIONS ME 101/I 2 DATE 040182 u PAGE 325 EIGENVALUES ARE NOW.59823+004 .60217+004 .23058+005 .23867+005 .446294005 .470494005 .7 1398+005.82883+005 .13232+006.13846i006 CORE CHANGED FROM 68.99.87 184+004.23934+005 .47769+005 .848794005 .157534006 TO 79.08.90040>004.993674004.10514+005.12264+005.24293+005 .258104005 .25930+005 .30733+005 .49438+005 .503664005 .52767+005 .542554005 .85786+005 .97760i005 .10172+006.10355+006.19243+006.23165+006 .46767+006 .12658+005.16025+005.183804005.319831005 .32572+005 .37375+005 .58601+005 .63882+005 .67806+005 .10600+006.10781+006.1 1267+006 RELATIVE ERROR BOUNDS ON CALCULATED FREOUENCIES .32198-024.47104-024.37500-024.13438-023.27451-024.17951-023.63100-023.53052-021.28172-017 .19010-015 .15727-015 .54164-017 .64962-015 .56008-017 .19387-014 .81863-013 .16691-011.98857-011.12536-010.74899-011.13858-009.83177-011.20330-008.18204-010.84301-008.12249-005.93315-005.23582-005.20287-004 CORE CHANGED FROM 79.08 TO 37.86 TIME FOR ABOVE~63.621.NOW START i+~STURM SEOUENCE CHECK OF VECTORS.87065-021 .17702-020.14182-014.19518-015.19534-009.29671-007 CHECK APPLIED AT TIME FOR TIME FOR TIME FOR TIME FOR TIME FOR SHIFT ABOVE ABOVE ABOVE~ABOVE~ABOVE.98737 197536228+005 .042.NOW START.252.NOW START.202.NOW START.198.NOW START.198.NOW START DECOMP~i~BLOCK DECOMP+++BLOCK DECOMP+++BLOCK DECOMP+++BLOCK DECOMP+++BLOCK 1 OF 2 OF 3 OF 4 OF 5 OF 5 BLOCKS.00 5 BLOCKS.05 5 BLOCKS.00 5 BLOCKS: 5 BLOCKS.1h0 WE FOUND THE LOWEST 35 EIGENVALUES CORE CHANGED FROM 37.86 TO 76.10 TIME FOR ABOVE~.070.NOW START+>+PRINTING MODES AND FREOUENCIES TIME FOR ABOVE~2.008.NOW START+++RESPONSE SPECTRUM ANALYSIS CORE CHANGED FROM 76.10 TO 77.23 EXECUTION TIME: NODE ELEMENTS NODE LOADS ASSEMBLY SOLUTION PARTICULAR TOTAL.557 8.415.121 4.887 727.469'.253 743.702 TIME FOR ABOVE m 2.177.NOW START+++E N D S A P PXOT<ME 101.ME 101P 1 SEIS04+++ME101P1+++ CS4 10.000 PARAMETERS NEOB LL 129 36 NCURVE MBANO 6 18 RESSUM LB'6 VERSION/SEP21 NUMNP NEO 89 534 MTSAV 71550 LB NBLOCK NUMN1 36 5 1 NRES NDISPR NMODPR IFIR N224WD NELTYP MAXELK MOOF NF 1 0 0 0 28 3 78 12 1 CORE CHANGED FROM 33043 TO 92610 DECIMAL WORDS PARAMETERS NEOB LL NUMNP 129 36 89 NCURVE MBAND MTSAV 6 18 71550 NEO LB NBLOCK NUMN1 NRES NOISPR NMODPR 534 36 5 1 1 0 0 IFIR N224WD NELTYP MAXELK MDOF NF 0 28 3 78 12 1 MODAL ACCELERATIONS RESALL LBR 36 ME 101/I 2 DATE 040182 PAGE 326 CORE CHANGED FROM 92610 TO 88038 DECIMAL WORDS P1TEMP CASE 4 MS AN)CTIME FOR ME101P1h'79. 292 OXQT+ME 101.ME 101P2 SEIS04+++ME 101P2+++VERSION/MAR04 CORE CHANGED FROM 33763 TO CORE CHANGED FROM 39763'TO CORE CHANGED FROM 43365 TO 39763 DECIMAL WORDS+*I 43365 DECIMAL WORDS 39763 DECIMAL WORDS

FREOUENCIES ANO PERIODS TITLE SP-HCB-108 LINE PROJECT NUMBER: 8856 PROBLEM NUMBER: 5280 USER J.ABI SAMRA LOAD CASE: SEIS03 ME 101/I 2 DATE 040182 PAGE 327 EIGEN SOLVER: SUBSPACE ITERATION FREOUENCIES FOR THE SEIS03 LOAD CASE (CPS)12.3098587 20.1473808 27.9012747 35.7 179842 46.3681765 12.3503901 21.5772645 28.4628479 36.5594482 46.6152406 14.8606527 24.1674564 28.7240040 37.0715466 49.7622313 15.1021134 24.5875411 30.7690053 38.5275764 15.8650482 24.6221735 33.6223626 40.2261 105 16.3196061 24.8063874 34.5218897 41.4433136 17.6254971 25.5688066 34.7850065 42.5268760 17.9060431 25.6286385 35.3875790 45.8197966 PERIODS FOR THE SEIS03 LOAD CASE (SEC).0812357.0496342.0358407.027997 1.0215665.0809691.0463451.0351335.0273527.0214522.0672918.0413780.034814 1.0269749..0200956.0662159.0406710~0325002.0259554.0630316.0406138.0297421.0248595.0612760.0403122.0289671.0241293.0567360.0391102.0287480.0235145.0558471.0390188.0282585.0218246

MASS TABLE ME 101/I 2 DATE 040182 PAGE 328 TITLE SP-HCB-108 LINE PROJECT NUMBER: 8856 PROBLEM NUMBER: 5280 USER J.ABISAMRA LOAD CASE: SEIS03 DATA PT MASSES (LB-SECS%2/IN) X-DIRECTION Y-DIRECTION Z-DIRECTION .MASSES (LB)X-DIRECTION Y-DIRECTION 2-DIRECTION 5 10 15 20 25 30 35 40 45 B 45 E 50 55 60 65 70 75 80 B 80 E 85 90 95 100 8 100 E 105 110 115 120 8 120 E 125 130 130A 135.0014.0058.0595.0084.0026.0554.0564.0073.0063.0030.0044.0091.0062.0038.1355.1338.0036.0032.0098.0145.0074.0041.0046.0038.0033.0083.0088.0080.0070.0070.0113.0113.0014.0058.0595.0084.0026.0554.0564.0073.0063.0030.0044.0091.0062.0038.1355.1338.0036.0032.0098.0145.0074.0041.0046.0038.0033.0083.0088.0080.0070.0070.0113.0113.0014.0058.0595.0084.0026.0554.0564.0073.0063.0030.0044.0091.0062.0038.1355.1338.0036: 0032.0098.0145.0074.0041.0046.0038.0033.0083.0088.0080.0070.0070.0113.0113.5591 2.2492 22.9864 3.2515 1.0026 21.4248 2'I.8115 2.8200 2.4467 1.1577 1.7187 3.5269 2.4097 1.4752 52.3663 51.7075 1.3725 1.2436 3.7811 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438.18125-08.21799-09-.12440-08-.30442-12.54979-09.81862-12".28611-08.74012-09.77198-09.10346-08-.73223-09 .85430-09-.12083-12.12539-08.23755-08.17260-09-.21419-12 -.14985-11.98694-09.36754-09.10000+01.88927-09.12936-08.34123-09.30781-12.34236-09.38486" 12-.83023"09 -.23679-08 -.75530-09 -.54888-09 -.37257-09 -.65501-08-.10886-13-.11940-08-.18890-09.41270-09-.12363-12-.10458-11-.67813-08.39015-07-.21293-08.10000+01-.10074-11-.10543-12.92541-12-.50629-09 -.49762-13 .67079-09-.18924-12.83936-13-.12199-11.27691-12-.49256-'14,-.44620-13 .34272-09.24236-12-.27327-11 .17696-12-.72597-09 -.75003-08 .33670-11.31414-12-.47893-11 -.18189-12.10000+01 MODAL ACCELERATIONS ME 101/I2 DATE 040182 PAGE 439 TITLE PROJECT NUMBER PROBLEM NUMBER USER LOAD CASE 5 P-HC8-108 L I NE 8856 5280 J.ABI SAMRA SEIS03 TITLE OF RESPONSE SPECTRUM ENVELOPE OF SRVRBC719 MODAL ACCELERATIONS (G'5)MODE 6 7 8 9 10 11 FREOUENCY (CPS)12.309859 12.350390 14.860653 15.102113 15.865048 16.319606 17.625497 17.906043 20.147381 21.577264 24.167456 CLOSELY SPACED X-DIRECTION MODE GROUP.2407.2427.5138.5383.5795.5812.5861.5871.5968.6196'.6637 Y-DIRECTION 1.0347 1.0743 1.6900 1.6900 1.6900 1.6900 1.5362 1.4235.6692.6230.5033 Z-DIRECTION .1419.1429.2173.2245.2463.2734.3643.3830.4648.5158.6577 12 13 14 15 16 17 18 19 20 21 22 23.24 25 26 27 28 29 30 31 32 33 34 35 24.587541 24.622173 24.806387 25.568806 25.628638 27.901274 28.462847 28.724004 30.769005 33.622362 34.521890 34.785006 35.387578 35.717984 36.559448 37.071546 38.527576 40.226110 41.443313 42.526875 45.819796 46.368176 46.615240 49.762231 5 5 5 5 5 6 6 6 7 7 8 8 8 8 8 8 9 9 9 10 10 10 10 11.6795.6812.6907.7289.7318 1.0369 1.1179 1.1550 1.4345 1.5940 1.5940 1.5940 1.5940 1.5940 1.5940 1.5940 1.5940 1.5940 1.5940 1.5909 1.2269 1.1688 1.1429.9645.4634.4602.4429.4011.4002.3672.3595.3583.3525.3449.3361.3321.3232.3183.3062.2990.2789.2565.2409.2330.2271.2266.2264.2240.6795.6812.6907.7289.7318 1.0369 1.1179 1.1550 1.4345 1.5940 1.5940 1.5940 1.5940 1.5940 1.5940 1.5940 1.5940 1.5940 1.5940 1.5909 1.2269 1.1688 1.1429.9645 0 PARTICIPATION FACTORS ME 101/I2 DATE 040182 PAGE 440 TITLE PROJECT NUMBER PROBLEM NUMBER USER LOAD CASE SP-HCB-108 LINE 8856 5280 J.AB I SAMRA SE IS03 MODE PARTICIPATION FACTORS X-DIRECTION Y-DIRECTION 2" DIRECTION 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29.39513".12891.00092-.03295.07973.03640-.07425.00060-.06253-.10046-.01028.00179-.01261.08228-.05115.34712-.00078.12562-.01396.00504-.04845.04035-.00008.03791-.27959-.09118-.12218.12887-.00500.00455-.04626-.04266.48940.14615.08748.11417-.22510.04526-.00532-.14964-.13246.00938.02812.02652-.10573.10676-.04504.00030-.21477.11131-.00849.24210-.14697-.31791.00755.04240-.02295.18369-.04227.04588-.02003.11323-.02398-.14855-.03386-.23477-.06718-.27622-.35243:03589-.04116-.00848.05303-.09277.01499.35465-.11814-.04178.03007.21813.01030-.03798.15440.01433.02557-.01072-.09277 30 31 32 33 34 35 CORE CHANGED FROM CORE CHANGED FROM CORE CHANGED FROM-.01878-.12229-~07321-.07238.33312.06027 39763 TO 40800 40800 TO 43365 43365 TO 39763-.06637-.10546.06213-.19536-.01229-.02614 DECIMAL WORDS DECIMAL WORDS DECIMAL WORDS~~~.19824.02943-.06685.11571.03808.00837 MODAL ACCELERATIONS ME 101/I 2 DATE 040182 PAGE 441 TITLE PROJECT NUMBER PROBLEM NUMBER USER LOAD CASE SP-HCB-108 LINE 8856 5280 J.ABI SAMRA SEIS04 TITLE OF RESPONSE SPECTRUM: ENVELOPE OF CHGCORBC719 MODAL ACCELERATIONS (G'5)MODE FREOUENCY (CPS)12.309859 12.350390 14.860653 15.102113 15.865048 CLOSELY SPACED X-DIRECTION MODE GROUP.2631.2655.5088.5412.6577 Y-DIRECTION 1.7007 1.7542 2.4600 2.4600 2.4600 2-DIRECTION .2631.2655.5088.5412.6577 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 CORE CHANGED'16.319606 17.625497 17.906043 20.147381 21.577264 24.167456 24.587541 24.622173 24.806387 25.568806 25.628638 27.901274 28.462847 28.724004 30.769005 33.622362 34.521890 34.785006 35.387578 35.717984 36.559448 37.07 1546 38.527576 40.226110 41.443313 42.526875 45.819796 46.368176 46.615240 49.762231 FROM 39763 TO 2 3 3 4 4 5 8 8 8 8 9 9 9 10 10 10 10 11 40800 DECIMAL WORDS.7509 1.0454 1.1452 2.2017 3.0313 5.4655 5.8117 5.8378 5.9761 6.5375 6.5808 6.9096 6.9096 6.9096 6.9096 6.9096 6.9077 6.8848 6.8329 6.8049 6.7346 6.6926 6.3924 5.7368 5.0206 4.3958 3.8521 3.7891 3.7497 3.5239 2.4600 2.2600 2.2600 1.2032 1.0419.7539.7262.7239.7119.6705.6683.5979.5826.5826.5826.5863.6073.6139.6300.6387.6605.6720.6900.6972.6972.6972.7752.7934.8016.8408.7509 1.0507 1.1567 2.2174 3.0336 5.4655 5.8117 5.8378 5.9761 6.5375 6.5808 6.9096 6.9096 6.9096 6.9096 6.9096 6.9077 6.8848 6.8329 6.8049 6.7346 6.6926 6.3924 5.7368 5.0206 4.3958 3.8571 3.7891 3.7497 3.5239 MODAL ACCELERATIONS +++TIME FOR ME101P2+++ 38.189 ME 101/I 2 DATE 040182 PAGE 442 OXQT+ME 101.ME 101LC EFFECTIVE ACCELERATIONS ME 101/I2 DATE 040182 PAGE 443 TITLE PROJECT NUMBER PROBLEM NUMBER USER LOAD CASE SP-HCB-108 LINE 8856 5280 J.AB I SAMRA SE Isoi EARTHQUAKE COMPONENT: X+Y+2 RESULTS OF MODAL SYNTHESIS DATA PT GLOBAL-X EFFECTIVE ACCELERATIONS (G'5)GLOBAL-Y GLOBAL-2 RESULTANT 5 10 15 20 25 30 35 40 45 B 45 E 50 55 60~65 70-75 80 8 80 E 85 90 95 100 8 100 E 105 110 115.000..015.153.231.562 1.489 3.258 5.238 2.139 2.601 2.474 1.533.282.000.859 1.480 1.596.658 5.361 2.204 1.643 1.048.000.772.772.000.048.320.731.732.732.732.733.729.233.000 1.109.477.000 1.905 3.813 4.230 4.716 4.715 4.706.000.714.970.969.968.000.035.365.550.238.493 1.491 2.651 1f.519-1.938 1.938 1.937 1.020 1.019 1.019 1.017 1.016.390.000 1.211 1.210 1.210.990.514.347.000.061.509.944.953 1.731 3.657 5.917 2.723 3.252 3.143 2.708 1.160 1.019 2.325 4.214 4.634 4.778 4.715 7.235 2.515 2.162 1.737 1.096 1.286.772 EFFECTIVE ACCELERATIONS h'IE101/I2 DATE 040182 PAGE 444 EFFECTIVE ACCELERATIONS (G'S)DATA PT GLOBAL-X GLOBAL-Y GLOBAL-2 RESULTANT 120 8 120 E 125 130 130A 135 135A 137 138 140 140A 145 145A 150 155 160 165 170 175 180 8 180 E 185 185A 190 190A 195 200 205 205A 210 210A 215 215A 220 225 8 225 E.772.667.138.000.288.819.934 5.952.317.000.645.000.239.240.240.240.240.344.389.000.129.000.237.000.143.000.211.000.517.000.571.000.256.311 2.403 2.175.010.010.009.008.007.007.769.005.002.000.001.002.002" 1.482 1.773 1.753 1.728 1.575 1.560 1.557 1.555 1.552 1.549 1.545 1.543.000.920.000.628.000.797 1.126 1.180.298.373.372.000.483.000.905.900.901.000.297.491.108.000.034.000.052.284.363.000.330.000 1.315.000 1.850 1.851 1.855 1.859 1.863 1.866 1.869 1.871 1.871 1.726 2.542 2.305.397.010.562.008 1.220 1.297 6.068.005.435.000.811.002.263 1.502 1.790 1.769 1.745 1.636 1.648 1.557 1.595 1.552 2.046 1.545 2.413 1.851 2.082 1.859 2.033 1.866 2.111 1.871 2.199 2.114 EFFECTIVE ACCELERATIONS ME 101/12 DATE 040182 PAGE 445 DATA PT GLOBAL-X EFFECTIVE ACCELERATIONS (G'S)GLOBAL"Y GLOBAL-Z RESULTANT 230 230A 235 235A 240 245 250 255 B 255 E 260 265 B 265 E 270 275 280 285 290 290A 295 300 305 310 B 310 E 315 320 B 320 E 500.311.309.307.303.299.294.000.635.875.875.876.851.625.000.403.041.000.374.000.127.090.098.181.181.130.041.000.000.671.000.635.000.104.000.222.152.000 1.471 1.353.364.363.361.210.210.209.207.206.000.038.172.089.089.038.000.477.477.477.212.000 1.939 1.971 1.964.000.088.088.000.480.000.300.300.300.191.050.051.041.311 1.329.307 1.077.299.570.477.824.913.875 2.587 2.537 2.093.363.548.232.210.643.207.385.313.318.314.208.166.069.000 ACTIONS ON SUPPORTS AND ANCHORS TITLE SP-HCB-108 LINE PROJECT NUMBER: 8856 PROBLEM NUMBER: 5280 USER J.ABISAMRA LOAD CASE: SEIS01 ME 101/I2 DATE 040182 PAGE 446 DATA PT 5 25 50 65 65 85 85 95 105 115 115 130 130 135 135 140 140 145 150 150 160 170 185 185 190 190 195 195 205 205 210 210 215 215 220 TYPE ANC RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD ANC RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD TITLE FX 80.46.0.54.0.91.0.0.56.0.0.19.0.43.0.120.0.23.12.0.0.0.5.0.4.0.3.0.2.0.4, 0.0.8.GLOBAL FORCES (LB)FY 68.0.88.0.165.0.0.343.0.149.0.~0.0.0.0.0.0.32.0.0.0.0.0.0.0.0.0.0.0.98.0.31.0.10.0.FZ 61.108.0.0.0.0.126.0.0.0.79.0.45.0.24.0.21.6.0.3.2.3.0.13.0.30.0.107.0, 0.0.0.0.0.0.MX 46.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.9 0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.GLOBAL MOMENTS (FT-LB)MY 38.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.68.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.MZ 29.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.30.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0. ACTIONS DN SUPPORTS AND ANCHORS ME 101/12 DATE 040182 PAGE 447 DATA TYPE TITLE PT FX GLOBAL FORCES (LB)FY F2 GLOBAL MOMENTS (FT-LB)MY MZ 220 230 230 235 235 240 240 250 250 260 260 275 275 290 290 295 295 305 500 RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD ANC 0.0.0.0.0.0.0.25.0.0.0.11.0.5.0.5.0.0.2.8.6.0.5.0.5.0.0.8.5.0.0.0.0.0.0.0.19.1.0.0.8.0.6.0.7.0.0.0.8.0.24.0.9 0.4 0.2.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.2.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.3.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.2. ACTIONS ON SUPPORTS AND ANCHORS ME 101/I 2 DATE 040182 PAGE 448 TITLE PROJECT NUMBER PROBLEM NUMBER USER LOAD CASE SP-HCB-108 LINE 8856 5280 J.ABISAMRA SE I 501 LOCAL FORCES (LB)LOCAL MOMENTS (FT-LB)DIRECTION COSINES DATA TYPE PT 5 ANC 25 RAD 50 RAD 65 RAD 65 RAD TITLE FA 80 118 88 54 165 FB 68 0 0 0 0 FC 61 0 0 0 0 MA 46 0 0 0 0 MB 38 0 0 0 0 29 0 0 0 0 COS AX 1.00.391.000 1.00 COS AY.000.000 1.00.000 1.00 CDS AZ.000.920.000.000.000 CDS COS COS CDS COS COS BX BY BZ CX CY CZ.000 1.00.000.000.000 1.00 85 RAD 85 RAD 95 RAD 105 RAD 115 RAD 91 126 343 56 149 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1.00 1.00.000.000.000 1.00 1.00.000.000.000 1.00.000 1 15 RAD 130 RAD 130 RAD 135 RAD 135 RAD 140 RAD 140 RAD 145 ANC 150 RAD 150 RAD 160 RAD 170 RAD 185 RAD 185 RAD 190 RAD 190 RAD 195 RAD 195 RAD 205 RAD 205 RAD 210 RAD 210 RAD 215 RAD 215 RAD 220 RAD 79 19 45 43 24 120 21 23 12 3 2 3 5 13 4 30 3 107 2 98 4 31 6 10 8 0 0 0 0 0 0 0 32 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.0 0 0 0 0 0 68 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.000 1.00.000 1.00.000 1.00.000 1.00 1.00.000.000 1.00.000 1.00.000 1.00.000 1.00.000 1.00.000 1.00.000 1.00.000.000.000.000.000.000.000.000.000.000.000.000.000.000 1.00.000 1.00.000 1.00.000 1.00 1.00 1.00.000 1.00.000 1.00 1.00 1.00.000 1.00.000 1.00.000 1.00.000.000.000.000.000.000.000.000 1.00.000.000.000 1.00

ACTIONS ON SUPPORTS AND ANCHORS ME 101/I 2 DATE 040182 PAGE 449 DATA TYPE TITLE PT FA FB LOCAL FORCES (LB)FC LOCAL MOMENTS (FT-LB)MA DIRECTION COSINES MC COS COS COS COS CDS COS COS COS COS AX AY AZ BX BY BZ CX CY CZ 220 RAD 230 RAD 230 RAD 235 RAD 235 RAD 8 6 8.5 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.000 0.000 0.000 0.000 0.000 1.00.000 1.00.000.000 1.00 1.00.000.000 1.00 240 RAD 240 RAD 250 RAD 250 RAD 260 RAD 5 7 25 8 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.000 1.00.000 0.000.000 1.00 0 1.00 F 000 F 000 0.000 1.00.000 0.000 1.00.000 260 RAD 275 RAD 275 RAD 290 RAD 290 RAD 8 11 24 5 9 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.000 0 1.00 0~000 0 1.00 0.000.000.000.000.000.000 1.00.000 1.00.000 1.00 295 RAD 295 RAD 305 RAD 500 ANC 5 4 19 2 0 0 0 0 0 0 2 0 0 0, 2 0 0 , 0 3 0 1.00.000.000 0.000.000 1.00 0.000 1.00.000 2 1.00.000.000.000 1.00.000.000.000 1.00 JOINT DISPLACEMENTS FOR THE SEIS01 LOAD CASE ME 101/I2 DATE 040182 PAGE 450 TITLE SP-KCB-108 LINE PROJECT NUMBER: 8856 PROBLEM NUMBER: 5280 USER J.ABISAMRA LOAD CASE: SEIS01 DISPLACEMENTS (IN)ROTATIONS (RAD)DATA PT TYPE/TITLE DX DY DZ RX RY RZ 5 10 15 20 25.000.001.008.012.032.000.002.008.038.038.000.002.019.029.013.000000.001190.003390.003844.004382.000000.000000.000767.000423.001363.003105.000496.008501=.000496.01091 1 30 35 40 45 B 45 E 50 55 60 65 70 75 80 8 80 E 85 90 95 100 B 100 E 105 110 115 120 B 120 E 125 130 130A 135 135A 137 138.083.181.289.128.157.149.092.016.000.047.083.091.037.000.283.106.069.042.000.031.031.031.028.007.017.000.052.060.384.038.038.038.038.012.000.064.021.000.083.164.182.202.202.202.000.030.039.039.039.000.090.081.000.000.000.013.016.053.097.080.104.104.104.041.041.041.041.041.016.000.034.034.034.029.017.017.000.012.014.014.000.017.000.017.016.016.005085.005625.005709.004377.005433.005429.004564.006653.007543.008249.005176.004583.005292.005067.008526.007356.003162.002030.002662.002672.002553.003895.004461.003357.002482.000402.001056.000651.000939.001321.000496.000496.000496.002128.003357.003681.00547 1.005653.005353.004054.002285.002061.002865.0034 10.009269.009951.009209.007208.004879.003421.002105.000717.001116.002979.004239.009865.015667.02 1502.027350.030460.012624~013846.014022.008732.008892.008928.009405.010401.010573.011202.012085.012409.012560.012130.006943.004373.004424.005081.005882.006396.006025.00274 1.002286.001611.001491.000190.002173.002390.002393.002393 i]OINT DISPLACEMENTS FOR THE SEIS01 LOAD CASE ME 101/I 2 DATE 040182 PAGE 4 1 DATA PT TYPE/TITLE DISPLACEMENTS (IN)DX DZ ROTATIONS (RAD)RY RZ 140 140A 145 145A 150 155 160 165 170 175 180 8 180 E 185 185A 190 190A 195 200 205 205A 210 210A 215 215A 220 225 8 225 E 230 230A 235 235A 240 245 250 255 B 255 E 260 265 B 265 E 270 275 280 285 290.000.020.000.015.000.006.006.006.006.005.005.000.001.000.001.000.001.000.001.000.004.000.010.000.004.006.006.006.006.006.018.025.025.025.025.019.000.007.001.000.000.000.000.000.000.042.053.053.052.048.048.047.047.047.047.047.047.000.028.000.014.000.024.000.045.046.000.018.000'010.000.003.007.005.000.050.047.010.010.009.002.002.000.005.000.006.000.001.000.000.000.005.006.009.040.000.056.056.057.057.057.057.057.057.057.053.000.031.000.021.000.014.014.014.006.000.071.072.071.000.003.003.000786.000194.000000.000070.000280.000284.000371.000561.000577.000597.000411~000254.000254~000268.001321.000836.004708.005895.004097.000668.001377.000256.000680.000291.001428.001973.001928.001672.001381.001 100.000838.000623.000519.000497.000635.000967.001 172.003712.003892.004155.002758.001250.001077.000941.020512.010256.000000.000025.000050.000054.000040.000075.000098.000125.000180.000179.000129.000110.000095.000087.000090.000094.000088.000015.000126.000045.000268.000045.000333.000545.001106.001700.000192.001046.000142.000821.000705'.001105.001474.001532.001597.000721.000637.000793.000833.001002.000981.000951.003268.000805.000000.000289.001165.001369.001083.000352.000361.000342.000211.000179.000071.000013.000057.000009.000076.000097.000148.000282.000422.000621.00082'I.001 103.001384.001563.001617.001 144.000177.000560.000093.000228.000379.000579.001015.001226.001255.000622.000604.000916.000830.000214.000199.000192 i)OINT DISPLACEMENTS FOR THE SEIS01 LOAD CASE ME 101/I2 DATE 040182 PAGE 452 DISPLACEMENTS (IN)ROTATIONS (RAD)DATA PT TYPE/TITLE 290A 295 300 305 310 8 310 E 315 320 8 320 E 500 DX.003.001.001.001.002.002.001-.DY.002.002.002.000-.000.002.001.001.000 DZ.009.003.003.003.002.001.001.000.000 RX.000203.000332.000409.000432.000422.000325.000184.000131.000069.000000 RY.000637.000348.000275.000255.000252.000244.000213.000175.000116.000000 RZ.000022.000155.000134.000114.000111.000093.000097.000093.000060.000000 DIRECTION COSINES AND GLOBAL FORCES AND MOMENTS TITLE SP-HCB-108 LINE PROJECT NUMBER: 8856 PROBLEM NUMBER: 5280 USER J.ABISAMRA LOAD CASE: SEIS01 ME 101/I2 DATE 040182 PAGE 453 ELEMENT TYPE/TITLE FROM TO~DIRECTION COSINES COSAX COSAY COSAZ COSBX COSBY COSBZ COSCX COSCY COSCZ GLOBAL FORCES (LB)FX FY FZ MX MY MZ GLOBAL MOMENTS (FT-LB)5 TNGT 10 10 TNGT 15 15 TNGT 20 20 TNGT 25 25 TNGT 30 30 TNGT 35 35 TNGT 40 20 TNGT 45 8 45 B BEND 45 M 45 M BEND 45 E 45 E TNGT 50 50 TNGT 55 55 TNGT 60 60 TNGT 65-.920.000-.920.000-.921.000-.921.000-.921.000-.921.000.000-1.000 .000-1.000 .391.391.390.390.390.390.000-1.000 .000.000-1.000 .000.000-1.000 .000.000-1.000 .000.000-1.000.000.000-1.000~000.000.000-1.000 .000.000-1.000 .391.000.391.000.390.000.390.000.390.000.390.000 1.000.000 1.000.000.920.920.921.921.921.921.000.000.000-1.000.000-1.000 .000-1.000 1.000.000.000-1.000 '1.000'000.000-1.000.000-1.000.000.000-1.000 .000.000-1.000 1.000.000 1.000.000.000-1.000.000-1.000.000.000.000.000-1.000.000.000-1.000 1.000.000.000 1.000.000.000 1.000 1.000 1.000.000 1.000.000.000.000.000 1.000.000.707.000.707.000.000 1.000.000-.707.707 1.000.000 1.000.000.000.707.707.000.000 1.000.000 1.000.000 1.000.000-.707.000-1.000 .000-1.000.000-1.000 .707.000 1.000.000 1.000.000 1.000.000.000 1.000.000.000-.707-.707.000 1.000.000 1.000.707.707.000-1.000.000-1.000 ~000-1.000.000-1.000 1.000.000 1.000.000.707.000.707.000.707.707.000 1.000.000 1.000.000-1.000.000-1.000 1.000.000.000 1.000.000.000.000 1.000.000.000.000.000 1.000.000.000.000 80 80 80 80 82 82 83 83 118 118 86 86 15 15 16 16 14 14 14 14 13 13 12 12 13 13 13 13 68 68 68 68 66 66 34 34 34 34 18 18 98 98 100 100 100 100 100 100 31 31 29 29 28 28 61 61 61 61 54 54 82 82 50 50 40 40 38 38 41 41 41 41 43 43 46 46 52 52 54 54 46 36 36 14 14 25 46 47 47 29 29 5 5 0 30 37 37 35 35 17 17 20 20 46 46 75 75 82 38 26 26 10 10 28 0 0 0 0 0 0 0 0 28 28 28 29 29 30 30 31 31 33 33 40 40 43 29 13 13 78 78 130 133 104 104 61 61 10 10 0 41 29 29 27 27 26 26 26 26 26 26 19 19 19 DIRECTION COSINES AND GLOBAL FORCES AND MOMENTS ME 101/I 2 DATE 040182 PAGE 454 ELEMENT TYPE/TITLE DIRECTION CDSINES GLOBAL FORCES (LB)GLOBAL MOMENTS (FT-LB)FROM TO COSAX COSAY COSAZ CDSBX CDSBY COSBZ COSCX COSCY CDSCZ FX FY MY MZ 65 TNGT 70 70 TNGT 75 75 TNGT 80 B 80 8 BEND 80 M 80 M BEND 80 E 80 E TNGT 85 85 TNGT 90 90 TNGT 95 95 TNGT 100 8 100 B BEND 100 M 100 M BEND 100 E 100 E TNGT 105 105 TNGT" 110 110 TNGT 115 115 TNGT 120 B 120 8 BEND 120 M 120 M BEND 120 E.000.000.000 1.000.000 1.000.000 1.000.000 1.000.000 1;000.000 1.000.000 1.000.707.707.000-1.000.000-1.000 .000-1.000.000-1.000 .000-1.000.000-1.000.000 1.000.000.707.000-.707 1.000.000.000 1.000.000.000 1.000 1.000'I.000.000.000 1.000.000.000-1.000-1.000.000.707.707.000 1.000.000.000 1.000.000 1.000.000 1.000.000 1.000.000.000.000.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000.000.000.000.000 1.000.000.000 1.000.000.000 1.000.000.000 1.000.000-1~000.000-1.000.000-1.000.000-1.000 1.000.000 1.000.000 1.000 1.000.000.000.000 1.000.000.707.707.000.000.707.000-.707-1.000-1.000.000.707.707.000 1.000.000.000 1.000.000.000 1.000.000.707-.707-1.000.000-1.000-1.000.000.000 1.000 1.000 1.000 1.000.000.000.000.000.000 1.000.000 1.000-1.000-1.000-1.000-1.000.000-1.000-1.000-1.000-1 1.000 1.000 1.000 1.000.000.000.000 1.000.000 1.000.000 1.000.000 1.000-1.000-.707.000.707.000.000 1.000.707.000.707.000 1.000.000 1.000-.707.000.000.707.707.000 1.000 1.000.000.000.707.000 1.000.000 1.000.000.707-.707-1.000.000.000-1.000-1.000 46 46 23 23 81 81 83 83 83 83 84 84 14 14 31 31 35 35 36 36 36 36 36 36 26 26 26 26 26 26 26 26 26 26 139 139 41 41 159 159 165 165 165 165 171 171 189 189 215 215 129 129 130 130 130 130 132 132 133 133 134 134 16 16 22 22 22 22 54 54 96 96 145 145 147 147 147 147 147 147 57 57 59 59 60 60 60 60 60 60 61 61 62 62 62 62 29 29 30 30 30 30 82 50 50 84 84 43 43 30 30 13 13 39 39 157 157 184 184 121 121 78 78 46 46 8 8 21 21 21 21 21 21 19 19 12 43 45 45 34 34 11 11 22 22 32 32 32 32 32 32 17 17 35 35 45 45 50 50 50 50 50 50 47 47 13 13 17 17 20 19 19 19 19 19 19 19 14 14 26 26 45 45 40 40 40 40 40 40 37 37 29 29 22 22 22 22 47 47 20 20 14 14 11 OG DIRECTION COSINES AND GLOBAL FORCES AND'MOMENTS ME 101/I2 DATE 040182 PAGE 455 ELEMENT TYPE/TITLE FROM TO COSAX CDSAY DIRECTION CDSINES COSAZ COSBX COSBY COSBZ COSCX COSCY COSCZ GLOBAL FORCES (LB)FX FY FZ MX MY MZ GLOBAL MOMENTS (FT-LB)120 E 125 125 130 130 130A 130A 135 135 135A TNGT TNGT TNGT TNGT TNGT.000.000.000.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000.000-1.000.000-1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000.000.000.000.000 27 27 27 27 36 36 28 28 28 28 28 28 28 28 28 28 30 30 31 31 16 16 17 17 12 12 12 34 34 43 43 19 19 13 13 12 20 49 49 49 49 49 49 49 49 49 11 10 10 20 20 31 31 26 135A 137 137 138 TNGT TNGT'I.000 1.000 000 000.000.000 1.000 1.000.000 1.000.000 1.000.000-1.000.000-1.000 1.000.000.000 1.000.000.000 1.000 1.000 33 33 127 127 28 28 16 16 19 19 12 23 15 0 49 49 116 0 26 78 0 0 137 140 TNGT.000 1.000.000 1.000 1.000 1.000 1.000 1.000.000.000 99 99 31 31 16 16 9 13 68 68 78 55 140 140A TNGT 1.000 1.000 1.000 1.000.000 1.000 1.000.000 20 20 31 31 4 4 13 4 68 68 55 15 140A 145 145 145A 145A 150 150 155 TNGT TNGT TNGT TNGT.000.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000.000.000.000.000.000.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000.000.000.000.000 22 22 6 6 31 31 0 0 68 68 0 0 0 0 0 0 15 29 10 7 7 10 10 8 155 160 160 165 TNGT TNGT 1.000 1.000 1.000 1.000.000.000.000.000 1.000 1,.000 1.000 1.000.000.000.000.000.000 1.000.000 1.000.000 1.000.000 1.000 0 0 0 1 8 12 12 4 165 170 170 175 TNGT TNGT 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000.000.000.000.000 1.000.000.000 1.000.000 1.000.000 1.000 10 10 12 12 DIRECTION COSINES AND GLOBAL FORCES AND MOMENTS ME 101/I2 DATE 040182 PAGE 456 ELEMENT TYPE/TITLE DIRECTION COSINES GLOBAL FORCES (LB)GLOBAL MOMENTS (FT-LB)FROM TO COSAX COSAY COSAZ COSBX COSBY COSBZ COSCX COSCY COSCZ FX FY FZ MX MY MZ 175 TNGT'180 B 180 8 BEND 180 M 180 M BEND 180 E 180 E TNGT 185 185 TNGT 185A 185A TNGT 190.707.707.707.924.924 1.000 1.000 1.000 1.000 1.000 1.000 1.000.707.707.707.383.383.000-.707.000-.707.707.707 1.000 1.000.000.707-.707-1.000..000.383-.924-1.000.000.000 1.000.000.000 1.000.000.000 1.000.000.000 1.000 1.000 1.000 1.000 1.000.000.383-.924-1.000.000.000-1.000 -1.000.000.000 1.000 1.000.000.000 1.000 1.000.000.000.000.000.000.000 3 3 2 2 2 2 0 0 14 14 17 17 17 17 26 26 39 39 47 47 3 3 3 3 3 3 4 4 8 8 7 7 1 7 7 9 9 9 9 8 8 8 8 21 2 0 0 0 0 0 0 0 0 0 0 0 3 2 2 2 2 2 2 1 190 TNGT 190A 190A TNGT 195 195 TNGT 200 200 TNGT 205 205 TNGT 205A 205A TNGT 210 210 TNGT 2 IOA 210A TNGT 215 215 TNGT 215A 215A TNGT 220 220 TNGT 225 B.000.000.000.000 1.000 1.000 1.000 1.000 1.000 1.000.000.000 1.000 1.000.000 1.000.000 1.000.000.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000.000.000 1.000.000.000 1.000.000 1.000.000 1.000 1.000.000 1.000.000 I 1.000.000 1.000.000 1.000 1.000.000-1.000.000-1.000.000.000 1.000 1.000.000-1.000.000-1.000.000 1.000.000 1.000.000.000.000-1.000.000-1.000.000-1.000.000-1.000.000-1.000.000-1.000.000-1.000.000-1.000.000-1.000.000-1.000.000-1.000 .000-1.000.000.000 1.000.000 1.000.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000.000 1.000.000.000.000 1.000.000.000 1.000~000.000 1.000.000.000 1.000.000.000 1.000.000.000 1.000.000.000 2 2 2 2 3 3 3 3 7 7 56 56 65 65 71 71 74 74 24 24 28 28 4 4 6 6 5 5 4 4 24 24 16 16 91 91 87 87 81 81 72 72 62 62 50 50 36 36 19 19 21 29 29 62 62 14 14 69 69 30 30 16 16 9 9 9 9 10 10 11 0 0 0 0 0 0 0 1 1 2 2 3 3 3 3 5 5 3 3 14 DIRECTION COSINES AND GLOBAL FORCES AND MOMENTS ME 101/I2 DATE 040182 PAGE 457 ELEMENT TYPE/TITLE DIRECTION COSINES GLOBAL FORCES (LB)GLOBAL MOMENTS (FT-LB)FROM TO COSAX COSAY COSAZ COSBX COSBY COSBZ COSCX COSCY COSCZ FX FY FZ MX MZ 225 B BEND 225 M 225 M BEND 225 E 225 E TNGT 230 230 TNGT 230A 230A TNGT 235 235 TNGT 235A 235A TNGT 240 240 TNGT 245 245 TNGT 250 250 TNGT 255 B 255 B BEND 255 M 255 M BEND 255 E 255 E TNGT 260 260 TNGT 265 B 265 B BEND 265 M 265 M BEND 265 E 265 E TNGT 270.707 1.000 1.000 1.000 1.000 1.000 1.000 1.000.000.000.707.000.000.707.000.000.000.000-.707.000-1.000 1;000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000.000.000 1.000 1.000.000.000.000-.000-1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000.000.000.000.000 1.000.000.000 1.000.000-1.000.000-1.000.000.000.000.707.000.000 1.000.707 1.000.707.000.000.000-.707.707 1.000.707.000.707.000.000-.707.000-1.000 1.000 1.000.000 1.000.000.000 1.000.000 1.000 1.000.000 1.000.000 1.000.000.000 1.000.924.924.707.000.383.383.707.000-.383-.383-.707.000 1.000.000.924.924.707.707.707.707.707.000 1.000.000 1.000.000.000.000.000 1.000 1.000~.000.000.707.000.707.707.000-.707 1.000 1.000 1.000 1.000.000.000 1.000 1.000.000.000.000.000.000.000.000.000 1.000 1.000 1.000 1.000.000 1.000.000 1.000 1.000 1.000.000.000.000.000.000-1.000.000" 1.000.000-1.000.000-1.000 -.707-.707 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000.000.000.000.000 1.000 1.000 1.000 1.000.707.707 13 13 15 15 18 18 19 19 9 9 6 6 6 6 7 7 10 10 3 3 6 6 10 10 14 15 15 16 16 8 8 14 14 6 10 10 5 5 18 18 12 12 9 9 10 10 11 11 17 17 15 15 14 14 1 8 5 6 4 7 6 6 6 DIRECTION COSINES AND GLOBAL FORCES AND MOMENTS ME 101/I 2 DATE 040182 PAGE 458 ELEMENT TYPE/TITLE DIRECTION COSINES GLOBAL FORCES (LB)GLOBAL MOMENTS (FT-LB)FROM TO 270 TNGT 275 275 TNGT 280 COSAX COSAY 1.000 1.000 1.000 1.000 COSAZ COSBX COSBY COSBZ 1.000 1.000 1.000 1.000 COSCX COSCY COSCZ 1.000 1.000 1.000.000 1.000.000 FX 9 9 2 2 FY 14 14 FZ 18 18 6 6 3 29 29 2 MZ 6 8 8 1 280 TNGT 285.000-1.000 .000-1.000 1.000 1.000].000 1.000 000 000.000.000 16 16 7 7 2 10 285 TNGT 290 290 TNGT-290A 290A TNGT 295 295 TNGT 300 300 TNGT 305 305 TNGT 310 B 310 8 BEND 310 M 310 M BEND 310 E 310 E TNGT 315 315 TNGT 320 B 320 B BEND 320 M 320 M BEND 320 E 320 E TNGT 500.000-.707-.707-1.000-1.000-1.000.000-.500-.500-.707-.707-.707 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000.000.000.000.000-.707.000 1.000 1.000 1.000.707.707.000.500.707.707.707.000-1.000 .000-1.000.000-1.000.000-1.000.000-1.000.000-.707.000.000.000.000 1.000 1.000 1.000 1.000.000.707.707.000-1.000.000-1.000 .707.500.000-.707.000-1.000.000-1.000-.500-.707.000-1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000.000.707.707 1.000 1.000 1.000.707.500.500.000 1.00$1.OQ 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000-cc g.000.000.000.000.000.000.000 1.000.000 1.000.000 1.000.000 1.000.000.000 1.000 1.000.707.707.707.707.000 1.000.000 1.000.000.000.707.707.000.707.000.707.707.707.707.000.707.000 2 2 2 2 2 2 17 17 17 17 18 18 18 18 18 18 7 7 3 3 1 1 1 10 11 11 6 6 6 6 6 6 2 2 2 2 2 2 2 2 2 2 2 3 2 3 3 1 STRESSES AND LOCAL FORCES AND MOMENTS TITLE SP-HCB-108 LINE PROJECT NUMBER: 8856 PROBLEM NUMBER: 5280 USER J.ABI SAMRA LOAD CASE: SEIS01 ME 101/I 2 DATE 040182 PAGE 459 ELEMENT TYPE/TITLE FROM TO FA LOCAL FORCES (LB)FB FC MA MC LOCAL MOMENTS (FT-LB)STRESS (PSI)STRESS FLEX.INT.FAC.IN (I)PLANE FACTOR CODE OUT AND PLANE CLASS 5 TNGT 10 10 TNGT 15 15 TNGT 20 20 TNGT 25 25 TNGT 30 30 TNGT 35 35 TNGT 40 20 TNGT 45 8 45 B BEND 45 M 45 M BEND 45 E 45 E TNGT 50 50 TNGT 55 55 TNGT 60 60 TNGT 65 65 TNGT 70 96 96 96 96 96 96 34 34 34 34 18 18 98 98 100 96 96 41 43 43 46 46 34 34 54 54 54 54 68 68 68 68 66 66 82 82 50 50 40 40 38 38 41 49 49 100 100 100 31 31 29 29 28 28 139 139 30 30 30 30 21 21 83 83 118 118 86 86 15 15 16 16 14 14 14 14 13 13 12 12 41 41 13 13 46 46 35 35 35 35 35 35 0 0 0 0 0 0 0 0 28 28 28 24 24 26 26 26 26 26 49 49 19 19 19 19 38 26 26 10 10 28 133 104 104 61 61 10 10 0 41 29 29 31 31 30 30 31 31 33 33 40 40 43 43 45 42 15 15 71 71 128 46 47 47 29 29 5 5 0 30 37 37 35 35 17 17 20 20 46 19 60 75 82 82 50 5466.3805.3805.6535.6535.11177.11607.9415.9415.5582.5582.879.879.0.4765.4519.4519.4337.4337.3555.3555.3675.3675.5117.5117.7186.7186.7779.7779.5742.1.000 1.300 1.000 1.000 1.000 SC374 1.000 2 1.300 1.300 1.300'1.300 1.300 1.000 1.000 1.300 1.000 1.000 1.000 SC374 1.000 2 1.300 1.300 1.300 1.000 1.300 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.300 1.000 1.000 1.000 1.000 1.300 1.000 1.300 1.000 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 000 SC374 1.000 2 1.300 1.000 1.000 1.300 1.000 1.000 SC374 1.000 1.000 2 1.000 1.000 1.000 SC374 1.000 2 1.000 1.000 SC374 1.000 1.000 2 1.000 1.000 SC374 1.000 1.000 2 1.000 1.000 SC374 1.000 1.000 2 STRESSES AND LOCAL FORCES AND MOMENTS ME 101/I 2 DATE 040182 PAGE 460 ELEMENT TYPE/TITLE FROM TD FA LOCAL FORCES FB (Le)FC MA MB MC LOCAL MOMENTS (FT-LB)STRESS (PS I)STRESS INT.FAC.(I)FLEX.IN PLANE FACTOR CODE OUT AND PLANE CLASS 70 TNGT 75 75 TNGT 80 8 80 B BEND 80 M 80 M BEND 80 E 80 E TNGT 85 85 TNGT 90 90 TNGT 95 95 TNGT 100 B 100 8 BEND 100 M 100 M BEND 100 E 100 E TNGT 105 105 TNGT 110'I 10 TNGT 115 115 TNGT 120 8 120 B BEND 120 M 120 M BEND 120 E 96 96 145 145 147 203 203 165 171 171 189 189 59 59 60 60 60 57 57'30 132 132 133 133 26 26 26 26 26 27 27 30 41 41 159 159 165 88 88 147'147 147 57 57 215 215 129 129 130 132 132 60 61 61 62 62 134 134 16 16 30 29 29 26 23 23 81 81.83 83 83 83 84 84 14 14 31 31 35 35 36 36 36 36 36 36 26 26 62 62 29 29 22 22 22 22 19 19 19 19 19 22 22 32 32 32 32 32 40 40 40 40 40 54 54 50 50 50 50 50 21 21 21 21 21 6 6 11 45 34 34 11 11 15 15 26 26 45 45 40 32 17 17 35 35 21 21 29 29 22 22 22 50 47 47 13 20 22 22 12 50 84 84 43 43 30 30 13 13 39 39 157 157 184 184 121 121 78 78 46 46 8 8 21 22 47 47 20 13 17 17 20 5742.7570.7570.3941.3941.3311.3311.3533.3533.5567.5567.13610.13610.'1 5518.15518.10863.10863.7989.7989.6055.6055.4514.4514.4799.4799.5784.5784.2610.2610.2383.2383.2177.1.300 1.000 1.300 1.000 1.000 SC374 1.000 2 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 1.300 1.000 1.000 SC374 1.000 1.000 2 1.300 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 1.000 1.000 1.000 1.000 1.000 SC374 2 SC374 2 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.300 1.300 1.000 1.000 1.000 1.000 1.000 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.300 1.000 1.000 SC374 1.000 1.000 1.000 2 120 E TNGT 125 30 30 28 28 27 27 20 49 12 34 2177.4973.1.000 1.300 1.000 1.000 SC374 1.000 1.000 2 STRESSES AND LOCAL FORCES AND MOMENTS ME 101/I2 DATE 040182 PAGE 461 ELEMENT TYPE/TITLE FROM TO FA LOCAL FORCES (LB)FB FC MA MB MC LOCAL MOMENTS (FT-LB)STRESS (PSI)STRESS FLEX.INT.FAC.IN (I)PLANE FACTOR CODE DUT AND PLANE CLASS 125 130 130 130A 130A 135 135 135A 135A 137 137 138 137 140 140 140A 140A 145 145 145A 145A 150-150 155 155 160 160 165 165 170 170 175 TNGT TNGT TNGT TNGT TNGT TNGT TNGT TNGT TNGT TNGT TNGT TNGT TNGT TNGT TNGT TNGT 28 28 28 28 28 28 28 28 28 28 19 19 31 31 31 31 31 31 31 31 16 16 17 17 12 12 16 16 16 16 0 0 10 10 12 12 27 27 36 36 33 33 127 127 99 99 20 20 22 22 6 6 0 0 49 49 49 49 49 49 49 49 49 49 0 0 68 68 68'8 68 68 0 0 0 0 0 0 11 10 10 20 20 31 31 26 26 78 116 0 78 55 55 15 15 29 10 7 7 10 10 8 0 34 43 43 19 19 13 13 12 12 23 15 0 9 13 13 4 8 12 12 4 4973.5435.5435.4633.4633.4878.4878.4661.4661.7777.9658.0.8501.7248.7248.5708.5708.6076.928.669.669.808.808.638.638.991.991.373.373.254.254.283.1.300 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.300 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.300 1.300 1.000 1.000 1.000 1.000 1.000 1.000 1.300 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 175 180 8 TNGT 12 12 283.632.1.300 1.000 1.000 SC374 1.000 1.000 1.000 2 STRESSES AND LOCAL FORCES AND MOMENTS ME 101/I 2 DATE 040182 PAGE 462 ELEMENT TYPE/TITLE FROM TO FA LOCAL FORCES (LB)FB FC MB MC LOCAL, MOMENTS (FT-LB)STRESS (PSI)STRESS FLEX.INT.FAC.IN (I)PLANE FACTOR CODE OUT AND PLANE CLASS 180 B 180 M 180 M 180 E 180 E 185 185 185A BEND BEND TNGT TNGT 14 17 17 17 26 26 39 39 10 4 1 0 0 0 0 0 632.726.726.736'36.697.697.644.1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 1.000 SC374 1.000 1.000 2 185A 190 TNGT 47 47 0 0 0 0 8 21 644.1704.1.000 1.000 1.000 SC374 1.000 1.000 1.000 2 190 190A 190A 195 195 200 200 205 205 205A 205A 210 210 210A 210A 215 215 215A 215A 220 220 225 B 225 B 225 M TNGT TNGT TNGT TNGT TNGT TNGT TNGT TNGT TNGT TNGT TNGT BEND 56 56 65 65 71 71 87 87 81 81 72 72 62 62 50 50 36 36 19 19 24 24 16 16 91 91 74 74 24 24 28 28 0 0 0 0-0'1 0 0 1 3 14 21 29 29 62 62 14 14 69 69 30 30 16 16 9 9 10 10 11 14 15 1704.2359.2359.5119.5119.1132.1132.5672.5672.2482.2482.1307.1307.787.787.757.757.952.952.978.978.1121.1121.1274.1.000 1.000 1.000 1.000 1.000 1.300 1.300 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 STRESSES AND LOCAL FORCES AND MOMENTS ME 101/I2 DATE 040182 PAGE 463 ELEMENT TYPE/TITLE FROM TO FA LOCAL FORCES (LB)FB FC LOCAL MOMENTS (FT-LB)STRESS (PSI)STRESS FLEX.INT.FAC.IN (I)PLANE FACTOR CODE OUT AND PLANE CLASS 225 M 225 E 225 E 230 230 230A 230A 235 235 235A 235A 240 240 245 BEND TNGT TNGT TNGT TNGT TNGT TNGT 13 13 15 15 18 18 0 1 16 8 8 14 14 6 6 10 10 5 5 18 15 16 1274.1309.1309.1000.1000.1368.1368.606.606.949.949.545.545.1526.1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000.1.300 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000'.000 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 1.000 SC374 1.000 1.000 2 1.000 1.000 SC374 1.000 1.000 2 245 250 250 255 8 255 B 255 M 255 M 255 E 255 E 260 260 265 B TNGT TNGT BEND BEND TNGT TNGT 19 19 5 5 18 12 12 9 11 17 9 10 10 11 1526.1115.1115.964.964.1095.1095.1126.1126.1105.1 105.1646.1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.300 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 SC374 1.000 1.000 2 1.000 1.000 SC374 1.000 1.000 2 1.000 1.000 1.000 SC374 1.000 1.000 1.000 2 265 B 265 M 265 M 265 E 265 E 270 270 275 BEND BEND TNGT TNGT 3 2 10 10 18 18 14 17 15 15 14 3 29 1646.1536.1536.1409.1409.564.564.2467.1.000 1.000 1.000 1.000 1.000 1.300 1.300 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 STRESSES AND LOCAL FORCES AND MOMENTS ME 101/I2 DATE 040182 PAGE 464 ELEMENT TYPE/TITLE FROM TO FA LOCAL FORCES (LB)FB FC LOCAL MOMENTS (FT-LB)STRESS (PSI)MC STRESS FLEX.INT.FAC.IN (I)PLANE FACTOR CODE OUT AND PLANE CLASS 275 280 280 285 285 290 290 290A 290A 295 295 300 300 305 TNGT TNGT TNGT TNGT TNGT TNGT TNGT 14 14 17 17 17 17 18 18 18 18 6 6 16 16 7 7 3 3 18 18 4 1 2 2 2 ,2 2~29 2 2 10 10 11 11 6 6 6 6 6 2467.202.202.835.835.956.956.529.529.525.525.542.542.226.1.000 1.300 1.300 1.300 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.300 1.000 1.000 1.000 1.000 1.000 1.000 1.300 1.000 1.000 1.000 1.300 1.000 1.000 1.000 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 305 310 8 TNGT 310 E 315 TNGT 315 TNGT 320 8 320 8 BEND 320 M 320 14 BEND 320 E 320 E TNGT 500 310 8 BEND 310 M 310 M BEND 310 E 2 2 2 2 2 2 0 0 0 2 3 2 2 2 2 2 2 226.223.223.213.213.204.204.215.215.179.179.186.186.221.221.342.1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.300 1.300 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 SC374 2 SC374 2 1.000 1.000 1.000 1.000 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 1.000 1.000 1.000 1.000 SC374 1.000 2 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 1.000 SC374 1.000 1.000 2 AT THE MEMBER END 95 OF ELEMENT FROM 95 TO 100 8, MAX.STRESS (PSI)IS 15518. EFFECTIVE ACCELERATIONS ME 101/I 2 DATE 040182 PAGE 465 TITLE PROEJECT NUMBER PROBLEM NUMBER USER LOAD CASE SP-HCB-108 LINE 8856 5280 J.AB I SAMRA SE I 502 EARTHOUAKE COMPONENT: X+Y+Z RESULTS OF MODAL SYNTHESIS DATA PT GLOBAL-X EFFECTIVE ACCELERATIONS (G'5)GLOBAL-Y GLOBAL-Z RESULTANT 5 10 15 20 25 30 35 40 45 B 45 E 50 55 60 65 70 75 80 B 80 E 85 90 95 100 8 100 E 105 110 115.000.010.100.150.382 1.005 2.183 3.500 1.598 2.008 1.919 1.221.225.679 1.090 1.135.452.000.3.713 1.350.883.564.000.413.413.000.038.292.603.604.604.605.605.601.196.000.926.247.000.956 1.884 2.084 2.323 2.322 2.318.000.362.517.516.516.000.023.239.356.162.273.860 1.552.985 1.307 1.306 1.306.561.561.561.560.559.213.000.812.812.811.654.327.235.000.045.390.716.733 1.204 2.423 3.876 1.971 2..403 2.322 2.013.653.561 1.300 2.247 2.438 2.376 2.322 4.451 1.575 1.253 1.006.611.701.413

EFFECTIVE ACCELERATIONS ME 101/I 2 DATE 040182 PAGE 466 DATA PT GLOBAL-X EFFECTIVE ACCELERATIONS (G'S)GLOBAL-Y-GLOBAL-Z RESULTANT 120 B 120 E 125 130 130A 135 135A 137 138 140 140A 145 145A 150 155 160 165 170, 175 180 B 180 E 185 185A 190 190A 195 200 205 205A 210 210A 215 215A 220 225 B 225 E.413.359.106.000.233.000.653.737 4.627.000.255.000.478.000.142.143.144.144.144.397.470.000.165.000.302.000.182.000.268.645.000.506.000.270.311 1.424 1.307.008.008.007.007.006.006.617.005.002.000.001.001.001.834.929.922.914.793.786.784.783.782.780.778.777.000.503.000.592.000.454.000~586.608.192.226.226.000.310.000.666.681.682.000.242.000.332 F 000.072.000.043.000.067.308.399.220.000.676.000.925.926.928.930.932.934.936.937.937.864 1.495 1.375.250.008.387.007.933 1.003 4.717.005.352.000..582.001.160.846.941.934.928.938.999.784.830.782 1.075.778 1.222.926 1.089.930 1.279.934 1.157.937 1.138 1.102 EFFECTIVE ACCELERATIONS ME 101/I 2 DATE 040182 PAGE 467 DATA PT GLOBAL-X EFFECTIVE ACCELERATIONS (G'5)GLOBAL-Y GLOBAL-Z RESULTANT 230 230A 235 235A 240 245 250 255 B 255 E 260 265 B 265 E 270 275 280 285 290 290A 295 300 305 310 8 310 E 315 320 B 320 E 500.311.309.305.301.295.288.000.364.506.506.506.487.388.000.405.049.000.462.000.145.'111-.117.188.188.134.042.000.000.607.000.543.000.068.000.140.094.000.826.751.308.308.306.208.207.206.204.203.000.037.172.091.091.039.000.669.554.000.366.366.365.164.000 1.023 1.032 1.036.000.070.070.000.491.000.296.296.296.190.056.056.042.000.311.955.305.832.295.471.366.535.540.506 1.409 1.367 1.148.308.513.225.207.705.204.387.316.320.318.216.171.071.000 ACTIONS DN SUPPORTS AND ANCHORS TITLE SP-HCB-108 LINE PROJECT NUMBER: 8856 PROBLEM NUMBER: 5280 USER J.AB I SAMRA LOAD CASE: SEIS02 ME 101/I2 DATE 040182 PAGE 468 DATA PT 5 25 50 65 65 85 85 95 105 115 115 130 130 135 135 140 140 145 150 150 160 170 185 185 190 190 195 195 205 205 210 210 215 215 220 TYPE ANC RAD RAD RAD RAD RAD RAD RAII RAD RAD RAD RAD RAD RAD RAD RAD RAD ANC RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD TITLE FX 48.31.0.36.0.71.0.0.42.0.0.13.0.33.0.93.0.17.15.0.0.0.6.0.5.0.4 0.2.0.5 0.8.0.8.GLOBAL FORCES (LB)FY 49.0.67.0.82.0.0.169.0.74~0.0.0.0.0.0.0.38.0.0.0.0.0.0.0.0.0.0.0.49.0.16.0.7.0.FZ 40.74.0.0.0.0.82.0., 0.0.39.0 27~,', 0.15.3.'.0.'.y 0.15.0.53.0.0.0.0.0.0.0.33.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.6.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.GLOBAL MOMENTS (FT-LB)MY 27.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.53.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.MZ 19.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.23.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0. ACTIONS DN SUPPORTS AND ANCHORS ME 101/12 DATE 040182 PAGE 469 DATA PT 220 230 230 235 235 240 240 250 250 260 260 275 275 290 290 295 295 305 500 TYPE TITLE RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD ANC FX 0.0.0.0.0.0.0.31.0.0.0.8.0.7.0.7.0.0.3.GLOBAL FORCES (LB)FY 7.6.0.7.0.5.0.0.4.4.0.0.0.0.0.0.0., 21.2.FZ 0.0.6.0.5.0.5.0.0.0.6.0.12.0.5.0.5.0.2.MX 0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.1.GLOBAL MOMENTS (FT-LB)MY 0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.3.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.1. ACTIONS ON SUPPORTS AND ANCHORS ME 101/12 DATE 040182 PAGE 470 TITLE SP-HCB-108 LINE PROJECT NUMBER: 8856 PROBLEM NUMBER: 5280 USER J.ABISAMRA LOAD CASE: SEIS02 DATA TYPE PT TITLE LOCAL FORCES (LB)FA FB FC LOCAL MOMENTS (FT-LB)MC CDS AX CDS AY COS AZ DIRECTION CDSINES CDS COS CDS CDS CDS COS BX BY BZ CX CY CZ 5 ANC 25 RAD 50 RAD 65 RAD 65 RAD 85 RAD 85 RAD 95 RAD 105 RAD 115 RAD 115 RAD 130 RAD 130 RAD 135 RAD 135 RAD 48 81 67 36 82 71 82 169 42 74 39 13 27 33 15 49 0 0 0 0 0 0 0 0 0 0 0 0 0 0 40 0 0 0 0 0 0 0 0 0 0 0 0 0 0 33 0 0 0 0 0 0 0 0 0 0 0 0 0 0 27 0 0 0 0 0 0 0 0 0 0 0 0 0 0 19 0 0 0 0 0 0 0 Q 0 0 0 0 0 0 1.00.391.000 1.00.000 1.00.000.000 1.00.000.000 1.00.000 1.00.000.000.000 1.00.000 1.00.000.000 1.00.000 1.00.000.000.000.000.000.000.920.000.000.000.000 1.00.000.000.000 1.00.000 1.00.000 1.00.000 1.00.000.000.000 1.00 140 RAD 140 RAD 145 ANC 150 RAD 150 RAD 93 15 17 15 4 0 0 38 0 0 0 0 5 0 0 0 0 6 0 0 0 0 53 0 0 0 1.00 0.000 23 1.00 0 1.00 0.000.000.000.000 1.00 1.00.000 1.00.000.000.000 1.00 160 RAD 170 RAD 185 RAD 185 RAD 190 RAD 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.000.000 1.00.000 1.00.000.000.000.000.000 1.00 1.00.000 1.00.000 190 RAD 195 RAD 195 RAD 205 RAD 205 RAD 15 4 53 2 49 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.000 1.00.000 1.00.000.000 1.00.000 1.00.000.000 1.00.000 210 RAD 210 RAD 215 RAD 215 RAD 220 RAD 5 16 8 7 8 0 0, 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1.00.000 1.00.000 1.00.000 1.00.000 1.00.000.000 ACTIONS ON SUPPORTS AND ANCHORS ME 101/I 2 DATE 040182 PAGE 471 DATA TYPE TITLE PT LOCAL FORCES (LB)FA FB FC MA MB LOCAL MOMENTS (FT-LB)DIRECTION COSINES MC COS COS COS COS COS COS COS COS COS AX AY AZ BX BY BZ CX CY CZ 220 RAD 230 RAD 230 RAD 235 RAD 235 RAD 7 6 6 7 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.000 1.00.000 0.000 1.00.000 0.000.000 1.00 0.000 1.00.000 0.000.000 1.00 240 RAD 240 RAD 250 RAD 250, RAD 260 RAD 260 RAD 275 RAD 275 RAD 290 RAD 290 RAD 5 5 31 4 4 6 8 12 7 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.000 1.00 0.000.000 0 1.00.000 0.000 1.00 0.000 1.00 0.000.000 0 1.00.000 0.000.000 0 1.00.000 0.000.000.000 1.00.000.000.000 1.00.000 1.00.000 1.00 295 RAD 295 RAD 305 RAD 500 ANC 7 5 21 3 0 0 0 2 0 0 0 2 0 0 0 0.,0~,.0 1 3 0 1.00.000.000 0.000.000 1.00 0.000 1.00.000 1.00.000.000.000 1.00.000.000.000 1.00 JOINT DISPLACEMENTS FOR THE SEIS02 LOAD CASE ME 101/I 2 DATE 040182 PAGE 472 TITLE SP-HCB-108 LINE PROJECT NUMBER: 8856 PROBLEM NUMBER: 5280 USER J.AB I SAMRA LOAD CASE: SEI 502 DISPLACEMENTS (IN)ROTATIONS (RAD)DATA PT TYPE/TITLE 5 10 15 20 25 30 35 40 45 B 45 E 50 55 60 65 70 75 80 8 80 E 85 90 95 100 B 100 E 105 110 115 120 B 120 E 125 130 130A 135 135A 137 138 DX.000.001.023.060.130.207.096.119.114.071.013.000.036.062.067.027.000.205.070.037.022.000.016.016.016.015.006.014.000.040.046.299 DY.000.001.005.029.029.029.029.029.029.009.000.049.012:042.082.090.099.099.099.000.015.020.020.020..000.049.044.000.000.000.000.000.000.010 DZ.000.001.014.020.010.008.031.058.056.074.074.074.023.023.022.022.022.009.000.022.022.022.017.009.012.000.007.008.008.000.009.000.012.012.012 RX.000000.000858.002386.002569.002787.003168.003466.003513.003198.004076.004093.003545.003694.004010.004115.002599.002432.002876.0027 12.004 199.003627.001658.001439.001844.00187 1.001805.002257.002481.001835.001366.000225.000652.000480.000669.000969 RY.000000.000544.000961.000303.000303.000303.000303.000303.001540.002464.002711.004127.004384.004151.003030.001549.001409.002039.002450.006834.007344.006792.005303.003548.002418.001445.000444.000580.002129.003194.007666.012196.016736.021280.023698 RZ.000000.00024 1.002264.006254.007884.009040.009861.009979.006723.006899.006930.007190.007690.007827.008304.008929.009151.009214.008866.005053.002899.002594.002656.003040.003301.003124.001626.001434.001223.001 149.000142.001691.001858.001861.001861 JOINT DISPLACEMENTS FOR THE SEIS02 LOAD CASE ME 101/I2 DATE 040182 PAGE 473 DISPLACEMENT S (IN)ROTATIONS (RAD)DATA PT TYPE/TITLE 140 140A 145 145A 150 155 160 165 170 175 180 8 180 E 185 185A 190 190A 195 200 205 205A 210 210A 215 215A 220 225 8 225 E 230 230A 235 235A 240 245 250 255 8 255 E 260 265 8 265 E 270 275 280 285 290 DX.000.016.000.008.000.003.003.003.003.003.004.004.000.001.000.001.000.001.000.001.000.004.008.003.004.003.003.003.003.003.003.000.010.014.014.014.014.010.000 DY.000.000.000.000.000.000.021.027.026.026.024.024.024.024.024.024.023.023.014.008.012.022.023.000.010.000.007.000.002.000.004.003.000.026.024.005.005.005.002.002 DZ.000.004.000.004.000.001.000.000.000.000.003.004.000.005.000.020.000.028.028*.:.028.028.028.028.028.028.028.026.000.016.000.012.000.007.007.007.003.000.036.037.037.000.001.001.000 RX.000570.000140.000000.000045.000181.000181.000225.000343.000354.000366.000264.000177.000153.000134.000661.000417.002348.002939.002044.000333.000693.000129.000351.000146.000705.000977.000955.000828.000684.000546.000419.000318.000273.000262.000332.000503.000608.001920.002013.002145.001424.000655.000573.000507 RY.015960.007980.000000.000017.000034.000036.000036.000090.0001 18.000151.000221.000220.000159.000133.0001 13.000098.000097.000101.000098.000014.000139.000037.000225.000033.000207.000279.000553.000853.000100.000545.000078.00044 1.000415.000619.000803.000823.000848.000397.000365.000452.000484.000672.000663.000644 RZ.00254 1.000626.000000.000152.000612.000713.000544.000240.000239.000227.000139.0001 10.000078.000014.000071.000008.000089.000093.000106.000156.000218.000313.0004 10.000549.000688.000777.000804.000572.000090.000307.000055.000155.000202.000305.000532.000642.000658.000324.000320.000493.000447.000135.000148.000154 1JDINT DISPLACEMENTS FOR THE SEIS02 LOAD CASE ME 101/I 2 DATE 040182 PAGE 474 DISPLACEMENTS (IN)ROTATIONS (RAD)DATA PT TYPE/TITLE 290A 295 300 305 310 8 310 E 315 320 8 320 E 500 DX.003.000.001.001.001.002.002.001.000.000 DY.002.002.002.002.001.001.000 DZ.006.000.003.003.003.002.001.000 RX.0001 16.000292.000374.000406.000391.000286.000157.000110.000057.000000 RY.000442.000271.000234.000193.000195.000224.000197.000164.000110.000000 RZ.000015.000146.000121.000111.000114.000083.000089.000087.000057.000000 DIRECTION COSINES AND GLOBAL FORCES AND MOMENTS TITLE SP-HCB-$08 LINE PROJECT NUMBER: 8856 PROBLEM NUMBER: 5280 USER J.ABISAMRA LOAD CASE: SEIS02 ME 101/I2 DATE 040182 PAGE 475 ELEMENT TYPE/TITLE FROM TO DIRECTION COSINES COSAX COSAY COSAZ COSBX COSBY COSBZ COSCX COSCY COSCZ GLOBAL FORCES (LB)FX FY FZ MX MY MZ GLOBAL MOMENTS (FT-LB)5$0$0 15 15 20 20 25 TNGT TNGT TNGT TNGT-.920.000-.920.000-.921.000-.921.000-.92$.000-.921.000.000-1.000.000-$.000 391 391.390.390.390.390.000.000.000-1.000 .000.000-1.000.000.000-1.000.000.000-1: 000.000.000-1.000.000.000-$.000.000.000.000-1.000 .000.000-$.000.391.39$.390.390.390.390 1.000$.000.000.920.000.920.000.921.000.921.000.921.000.921.000.000.000.000 48 48 48 48 49 49 53 53 49 49 49 49 48 48 28 28 40 40 40 40 36 36 59 59 33 26 26 7 7 16 27 27 27 19 19 7 7 21 0 0 19 8 8 57 57 96 89 70 25 30 TNGT.000-$.000.000-1.000.000.000-1.000 .000.000-1.000 1.000.000$.000-'000.000.000 79 79 28 28 29 29 27 17 0 0 70 41 30 35 35 40 20 45 8 TNGT TNGT TNGT.000-1.000.000-1.000.000-1.000.000-1.000.000 1.000.000 1.000.000.000.000.000.000.000-1.000.000.000-$.000.000.000-1.000.000.000-1.000.000.000 1.000.000.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000.000.000.000.000.000.000.000.000.000.000.000.000 57 57 10 10 12 12 15 15 73 73 23 23 29 29 17 3 3 0 18 28.0 0 0 0 21 21 4$6 6'25 15 45 E 50 50 55 TNGT TNGT 45 8 BEND 45 M 45 M BEND 45 E.000.707.707.000.000 1.000.000.000 1.000.000.000 1.000.000.000 1.000.000.000 1.000.000-.707.000-1.000 .000$.000.000-1.000.000-1.000.000-1.000.707.000.000 1.000.000.000.000 1.000.000.707.707.000-.707.707 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000~000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000 9 9 8 8 75 75 75 75 75 75 16 16 31 31 31 31 32 32 34 34 28 27 27 12 12 11 24 21 21 21 23 23 23 23 25 15 13 13 13 13 13 13 13 55 60 TNGT-.707.000-.707.000.707.707.000-1.000 .000-1.000.000.707.000.707.000.707.000.707 15$5 38 38 24 39 25 25 13 11 60 65 TNGT.000.000 1.000.000.000 1.000.000-1.000 .000-1.000 1.000 1.000.000.000.000.000 7 7 15 15 39 39 39 43 25 26 1$11 DIRECTION COSINES AND GLOBAL FORCES AND MOMENTS ME 101/I 2 DATE 040182 PAGE 47'6 ELEMENT TYPE/TITLE DIRECTION COSINES GLOBAL FORCES (LB)GLOBAL MOMENTS (FT-LB)FROM TO COSAX COSAY COSAZ COSBX COSBY CDSBZ COSCX COSCY COSCZ FX FY FZ 65 70 70 75 TNGT TNGT 1.000 1.000 1.000 1.000.000-1.000.000-1.000 .000-1.000.000-1.000 1.000 1.000 1.000 1.000.000.000 33 33 14 14 69 69 20 20 39 39 59 59 43 32 32 46 26 35 35 27 75 80 B TNGT 80 8 BEND 80 M 1.000 1.000.000 1.000.707.707.000-1.000.000-1.000.000 1.000.000.707.000.000 1.000 1.000.000-1.000-.707-1.000 63 63 64 64 79 79 82 82 85 85 85 85 46 27 27 18 27 9 9 17 8 80 M 80 E 80 E 85 BEND TNGT.000.707.000 1.000.000 1.000.000 1.000.707 1.000 1.000 1.000 1.000 000.707-.707-1.000 000.000-1.000 -1.000 64 64 65 65 82 82 85 85 85 85 85 85 18 9 9 26 17 24 24 24 8 20 20 35 85 90 TNGT.000 1.000.000.000 1.000.000.000.000.000.000 1.000 1.000 1.000 1.000.000.000.000.000 10 10 93 93 29 29 26 78 24 24 35 25'0 95 TNGT.000.000.000 1.000.000).000.000-1.000 .000-1.000 1.000 1.000 23 23 106 106 30 30 78 91 24 13 25 25 95 100 8 TNGT.000.000 1.000.000.000 1.000.000-1.000.000-1.000.000.000 1.000.000.000 1.000.000.000 26 26 64 64 31 31 91 61 13 26 25 25'00 E 105 105 110 TNGT TNGT 100 8 BEND 100 M 100 M BEND 100 E.000.000.000 1.000.707.707 707 000.000.707.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000.000.707-.707-1.000.000.000" 1.000-1.000 1.000 1.000 1.000 1.000.000.000.000.000.000.000 1.000 1.000 1.000.000 1.000.000.000 1.000.000-1.000.000.707-.707-1.000 27 27 27 27 26 26 20 20 64 64 64 64 65 65 66 66 32 32 32 32 32 32 32 32 61 41 41 25 25 5 5 26 33 33 37 37 37 37 37 25 22 22 16 16 12 12 11 110 115 115 120 8 TNGT TNGT-1.000.000-1.000.000-1.000-1.000.000.000.000-1.000.000-1.000.000-1.000.000-1.000 .000.000.000 1.000.000 1.000.000 1.000.000 1.000 20 20 19 19 66 66 33 33 18 18 37 32 32 7 11 24 24 10 120 8 BEND 120 M 120 M BEND 120 E-1.000-.707-.707.000.000.000.000.707.000.000 1.000.707.000.707.707.000.000.707.707..000.000 1.000 1.000.000.000 1.000.000 1.000.000 1.000.000 1.000.000.000 19 19 19 19 18 18 18 18 11 9 9 13 10 7 7 6 DIRECTION COSINES AND GLOBAL FORCES AND MOMENTS ME 101/I2 DATE 040182 PAGE 477 ELEMENT TYPE/TITLE DIRECTION COSINES GLOBAL FORCES (LB)GLOBAL MOMENTS (FT-LB)FROM TO CDSAX COSAY COSAZ COSBX COSBY COSBZ COSCX COSCY CDSCZ FX FY FZ MX MY MZ 120 E 125 TNGT.000.000.000 1.000.000 1.000.000-1.000.000-1.000 .000.000 1.000 1.000 19 19 14 14 19 19 6 18 13 38 125 130 TNGT.000 1.000.000~000 1.000.000 1.000 1.000 1.000 1.000 20 20 14 14 19 19 18 24 38 38 6 7 130 130A 130A 135 135 135A 135A 137 TNGT TNGT TNGT.TNGT.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000.000.000~000.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000.000.000 28 28 25 25 14 14 14 14 14 14 14 14 10 10 24 9 8 8 17 38 38 38 38 38 38 38 38 7 16 16 24 24 20 20 60 137 138 137 140 140 140A 140A 145 145 145A 145A 150 150 155 TNGT TNGT TNGT TNGT TNGT TNGT TNGT.000.000.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000.000.000 1.000.000.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000.000.000.000.000.000.000.000-1.000.000-1.000.000 F 000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000.000.000.000.000.000.000.000.000.000.000 99 99 77 77 16 16 17 17 13 13 19 19 19 19 19 19 15 15 12 12 0 0 12 0 9 3 3 3 91 0 53 53 53 53 53 53 0 0 0 0 0 0 0 0 60 43 43 12 12 22 155 160 160 165 TNGT TNGT 1.000 1.000 1.000 1.000 1.000 1.000.000 1.000.000 1.000.000.000.000 1.000.000 1.000.000.000 1.000.000.000 1.000 0 0 0 165 170 170 175 TNGT TNGT 1.000 1;000 1.000 1.000 1.000 1.000 1.000 1.000.000.000.000 1.'000.000 1.000.000 1.000.000 1.000 3 3 6 6 2=2

DIRECTION COSINES AND GLOBAL FORCES AND MOMENTS ME 101/I2 DATE 040182 PAGE 478 ELEMENT TYPE/TITLE DIRECTION COSINES GLOBAL FORCES (LB)GLOBAL MOMENTS (FT-LB)FROM TO COSAX COSAY COSAZ COSBX COSBY CDSBZ COSCX CDSCY COSCZ FX FY FZ MY MZ 175 180 B TNGT 180 B BEND 180 M 180 M BEND 180 E.000.000.707.707.707.924.924 1.000.707.707.707.383.383.000-.707.000-.707.000.707.000.383.707.707-.707-.924 1.000 1.000-1.000" 1.000.000.383-.924-1.000.000.000-1.000-1.000.000.000.000.000.000.000.000.000~000.000.000.000 2 2 4 5 2 0 0 0 0 0 180 E 185 TNGT 1.000 1.000.000.000 1.000.000.000 1.000 1.000.000.000 1.000.000.000 13 13 2 2 0 0 185 185A 185A 190 TNGT TNGT 1.000 1.000 1.000 1.000.000.000.000 1.000 1.000.000.000.000 1.000 1.000.000.000 1.000 1.000.000.000 1.000 1.000.000.000.000.000.000.000.000.000 20 20 24 24 4 10 0 0 0 0 190 190A 190A 195 195 200 TNGT TNGT TNGT.000.000 1.000 1.000 000 1.000 000 1.000 1.000 1.000 000 000.000.000 1.000.000.000 1.000.000.000 1.000.000.000 1.000.000.000 1.000.000.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000.000.000.000.000.000.000.000.000 28 28 33 33 36 36 12 12 45 45 10 14 14 31 31 8 0 0 0 0 0 0 2 0 0 200 205 205 205A 205A 210 210 2 10A 210A 215 TNGT TNGT TNGT TNGT TNGT.000.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000.000 1.000.000 1.000.000-1.000.000-1.000.000-1.000.000-1.000.000-1.000 .000-1.000.000-1.000 .000-1.000.000-1.000.000-1.000 1.000.000.000 1.000.000.000 1.000 1.000 1.000.000.000 1.000.000.000 1.000 1.000 1.000 1.000 0 0 37 37 12 12 14 14 43 43 40 40 36 36 31 31 25 25 8 34 34 15 15 8 0 1 215 215A 215A 220 220 225 B TNGT TNGT TNGT.000.000 1.000 1.000 1.000 1.000 1.000 1.000.000-1.000.000-1.000.000-1.000.000-1.000.000-1.000.000-1.000 1.000 1.000 1.000 1.000 1.000 1.000 2 2 18 18 10 10 DIRECTION COSINES AND GLOBAL FORCES AND MOMENTS ME 101/I2 DATE 040182 PAGE 479 ELEMENT TYPE/TITLE DIRECTION COSINES GLOBAL FORCES (LB)GLOBAL MOMENTS (FT-LB)FROM TO COSAX COSAY COSAZ COSBX CDSBY COSBZ COSCX COSCY COSCZ FX FY FZ 225 E 230 230 230A TNGT TNGT 225 8 BEND 225 M 225 M BEND 225 E.000.707.707 1.000 1.000 1.000 1.000 1.000 1.000.707.707.000.000 1.000.707.707.000.000.000.000.000.000-.707 1.000 1.000 1.000 1.000.000-.707.000-1.000.000 1.000.000 1.000 1.000 1.000.000.000 1.000 1.000 1.000 1.000 6 6 5 5 5 8 230A 235 TNGT 1.000 1.000.000.000 1.000 1.000.000.000 1.000 1.000 235 235A 235A 240 240 245 245 250 250 255 8 TNGT TNGT TNGT TNGT TNGT 1.000 1.000 1.000 1.000 1.000).000.000.000.000.000.000.000 1.000 1.000 1.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000.000.000 1.000.000.000-1.000.000-1.000.M0-1.000.000-1.000.000.000.000.000.000.000.000.000.000.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 10 10 13 13 15 15 16 23 6 3 3 10 10 10 10 5 4 3 255 E 260 TNGT 260 TNGT 265 8 255 8 BEND 255 M 255 M BEND 255 E.000.707.707 1.000 1.000 1.000 1.000 1.000.000 1.000.000.707.707.000 1.000.707.707.000.000 1.000.000 1.000.000 1.000.000 1.000.000.000.000".707.MO-.707.000-1.000 1.000 1.000 1.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000 3 3 3 3 265 8 BEND 265 M 265 M BEND 265 E 1.000.924.924.707.000.383.383.707.000-.383-.383-.707.000 1.000.000.924.000.924.000.707.000-1.000.000-1.000 .000" 1.000.000-1.000.000.000 3 3 4 3 265 E 270 TNGT.707.707.707.707.000 1.000.000 1.000-.707-.707.000.000.707.707 6 6 5 5 DIRECTION CDSINES AND GLOBAL FORCES AND MOhlENTS ME 101/l2 DATE 040182 PAGE 480 ELEMENT TYPE/TITLE FRDhl TO CDSAX COSAY DIRECTION COSINES COSAZ COSBX CDSBY CDSBZ CDSCX I COSCY CDSCZ GLOBAL FORCES (LB)FX FY FZ GLOBAL MOMENTS (FT-LB)270 275 275 280 280 285 TNGT TNGT TNGT 1.000 1.000 1.000 1.000.000-1.000.000-1.000.000.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000.000.000 1.000.000.000 1 3 3 3 8 11 11 10 9 9 2 3 2 15 15 3 4 4 285 290 290 290A 290A 295 295 300 TNGT TNGT TNGT TNGT 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000.000.000.000.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000.000.000 3 3 2 3 3 2 10 10 12 17 17 18 3 3 3 2 6 6 3'3 2 2 300 305 305 310 8 TNGT TNGT 310 B BEND 310 M 310 M BEND 310 E.000.000.000".707-.707-1.000.000-1.000 .000-1.000.000-1.000.000-1.000.000-1.000.000-.707-.707.000-1.000-.707-.707.000.000.000.000 1.000.000 1.000.000 1.000.000 1.000'.000.707.707 1.000.000 1.000.000 1.000.000 1.000.000 1.000.000.000 1.000.000 1.000.000.000 1.000.000.000.000 1.000.000.000 18 19 2 2 2 2 2 2 5 3 3 3 2 2 1 0 0 0 0 1 0 0 0 0 310 315 315 320 8 TNGT TNGT-1.000-1.000 1.000 1.000.000-1.000.000-1.000 .000.000 1.000 1.000 1.000 1.000.000 1.000.000 1.000 0 2 2 2 2 0 1 0 1 320 500 TNGT 320 B BEND 320 M 320 M BEND'320 E.000-.500-.500-.707-.707-.707 1.000.707.707.000.500.500.707.707.707-.707-.500.000-.707-.500-.707.000-1.000.000-1.000.000-1.000.707.500.707.707.707.707.707.707.707.707.500.707.000.707.000.707.000.707 2 2 0 1 2 3 0 STRESSES AND LOCAL FORCES AND MOMENTS TITLE SP-HCB-108 LINE PROJECT NUMBER: 8856 PROBLEM NUMBER: 5280 USER J.ABI SAMRA LOAD CASE: SEIS02 ME 101/I2 DATE 040182 PAGE 481 ELEMENT TYPE/TITLE FROM TO FA LOCAL FORCES (LB)FB FC MA MB MC LOCAL MOMENTS (FT-LB)STRESS (PSI)STRESS FLEX'NT.FAC. IN (I)PLANE FACTOR CODE OUT AND PLANE CLASS 5 10 10 15 15 20 20 25 25 30 30 35 35 40 TNGT TNGT TNGT TNGT TNGT TNGT TNGT 59 59 59 59 59 59 28 28 28 28 15 15 49 49 49 49 48 48 59 59 29 29 23 23 21 21 21 21 15 15 53 53 79 79 57 57 10 10 25 25 25 25 25 25 0 0 0 0 0 0 0 0 27 19 19~7 7 21 89 70 70 41 41 6 6 0 29 10 10 52 52 94 27 27 27 17 17 3 3 0 3865.2682.2682.4758.4758.8150.7616.6169.6169.3651.3651.573.573.0.1.000 1.300 1.000 1.000 1.300 1.300 1.300 1.000 1.300 1.000 1.300 1.000 1.000 1.300 1.300 1.300 1.000 1.000 1.000 1.000 1.000 1.000 1.300 1.000 1.000 1.000 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 20 45 B TNGT 73 73 29 29 12 12 21 21 25 15 18 28 3032.3136.1.300 1.000 1.000 SC374 1.000 1.000 1.000 2 45 B 45 M 45 M 45 E 45 E 50 50 55 55 60 BEND BEND TNGT TNGT TNGT 75 73 73 31 32 32 34 34 25 25 31 35 35 75 75 75 16 16 15 15 8~8 30 30 21 17 1j7 13 13 13 13 13 25 25 15 18 18 23 23 23 23 25 25 25 28 27 27 12 12 11 11 24 12 32 3136.3057.3057.2348.2348.2371.2371.3062.3062.3916.1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.300 1.300 1.300 1.000 1.000 1.000 SC374 1.000 2 1.000 1.000 1.000 1.000 1.000 1.000 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 1.000 SC374 1.000 1.000 2 60 65 TNGT 39 39 15 15 25 26 39 43 3916.4220.1.300 1.000 1.000 1.000 1.000 1.000 SC374 2 65 70 TNGT 39 39 69 69 33 33 26 35 43 32 4220.4026.1.000 1.300 1.000 1.000 SC374 1.000 1.000 2 STRESSES AND LOCAL FORCES AND MOMENTS ME 101/I 2 DATE 040182 PAGE 482 ELEMENT TYPE/TITLE FROM TO FA LOCAL FORCES (LB)FB FC LOCAL MOMENTS (FT-LB)MA STRESS (PSI)STRESS INT.FAC.(I)FLEX.IN PLANE FACTOR CODE DUT AND PLANE CLASS 70 75 TNGT 75 TNGT 80 8 80 8 BEND 80 M 80 M BEND 80 E 80 E 85 TNGT 85 90 90 95 TNGT TNGT 95 TNGT 100 B 100 B BEND 100 M 100 M BEND 100 E 100 E TNGT 105 105 110 110 115 TNGT TNGT 115 TNGT 120 8 120 B BEND 120 M 120 M BEND 120 E 120 E TNGT 125 59 59 85 85 85 103 103 82 85 85 93 93 30 30 31 31 32 30 30 64 65 65 66 66 20 20 19 19 19 15 15 18 19 19 20 20 79 79 82 58 58 85 85 85 29 29 106 106 64 64 64 65 65 32 32 32 32 32 66 66 18 22 22 19 14 14 14 14 63 63 64 64 64 64 65 65 10 10 23 23 26 26 27 27 27 27 26 26 20 20 33 33 18 18 19 19 11 14 14 24 24 24 24 24 25 25 25 25 25 38 38 37 37 37 37 37 11 4 35 27 27 9 9 11 11 20 20 35 35 25 24 13 13 26 26 13 13 16 16 12 12 11 37 32 32 7 10 11 13 38 32 46 46 27 27 18 18 9 9 26 26 78 78 91 91 61 61 41 41 25 25 5 5 11 24 24 10 9 13 6 18 4026.4490.4490, 2548.2548.2086.2086.2650.2650.4097.4097.6990.6990.7838.7838.5818.5818.4687.4687.3877.3877.3207.3207.3265.3265.3386.3386.1322.1322.1224.1224.1269.1269.3487.1.000 1.000 SC374 1.000 1.000 2 1.300 1.300 1.300 1.000 1.000 1.000 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.300 1.000 1.000 1.300 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 r 1.000 1.000 1.000 1.300 1.300 1.000 1.000 1.000 1.000 1.300 1.000 1.000 1.000 SC374 1.000 2 1.000 1.000 1.000 SC374 1.000 1.000 1.000 2 1.000 1.000 1.000 SC374 1.000 1.000 1.000 2 1.000 1.000 1.000 SC374 1.000 1.000 1.000 2 STRESSES AND LOCAL FORCES AND MOMENTS ME 101/I2 DATE 040182 PAGE 483 ELEMENT TYPE/TITLE FROM TO FA LOCAL FORCES (LB)FB FC MA MB LOCAL MOMENTS (FT-LB)STRESS (PSI)STRESS FLEX INT.FAC.IN (I)PLANE FACTOR CODE OUT AND PLANE CLASS 125 130 130 130A 130A 135 TNGT TNGT TNGT 14 14 14 14 14 14 19 19 10 10 20 20 38 38 38 38 38 38 7 16 16 24 18 24 24 11 11 9 3487.3726.3726.3493.3493.3761.1.300 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 135 135A 135A 137 137 138 137 140 TNGT TNGT TNGT TNGT 14 14 14 14 15 15 19 19 13 13 12 12 28 28 25 25 99 99 77 77.38 38 38 38 0 0 53 53 24 20 20 60 91 0 60 43 8 17 12 0 3761.3599.3599.6025.7512.0.6617.5630.1.000 1.000 1.000 1.300 1.000 1.000 1.000 1.000 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 1.000 1.000 SC374 1.000 1.000 1.000 2 1.000 1.000 1.000 SC374 1.000 1.000 1.000 2 140 140A TNGT 19 19 16 16 53 53 43 12 5630.4440.1.000 1.000 1.000 1.000 1.000 SC374 1.000 2 140A 145 145 145A TNGT TNGT 19 19 17 17 53 53 0 0 12 22 4440.4724.552.423.1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 SC374 2 SC374 2 145A 150 TNGT 2 2 0 0 423.438.1.000 1.000 1.000 1.000 1.000 SC374 1.000 2 150 155 TNGT 0 0 0 0 438.348.1.000 1.000 1.000 SC374 1.300 1.000 1.000 2 155 160 160 165 165 170 170 175 TNGT TNGT TNGT TNGT 0 0 0 348.554.554.263.263'37.237.250.1.300 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.300 1.000 1.000 1.000 1.000 1.000 1.000 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 175 TNGT 180 B 250.370.1.300 1.000 1.000 SC374 1.000 1.000 1.000 2 o STRESSES AND LOCAL FORCES AND MOMENTS ME 101/I 2 DATE 040182 PAGE 484 ELEMENT TYPE/TITLE FROM TO FA LOCAL FORCES (LB)FB FC MA MB MC LOCAL MOMENTS (FT-LB)STRESS (PSI)STRESS FLEX.INT.FAC.IN (I)PLANE FACTOR CODE OUT AND PLANE CLASS 185 185A TNGT 180 B BEND 180 M 180 M BEND 180 E 180 E TNGT 185 13 13 20 20 1 0 0 0 0 0 370.426.426.446.446.360.360.340.1.000 1.000 1.000 1.000 1.000 SC374 1.000 2 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 SC374 1.000 2 1.000 1.000 SC374 1.000 1.000 2 1.000 1.000 SC374 1.000 1.000 2 185A 190 TNGT 24 24 0 0 4 10 340.852.1.000 1.000 1.000 1.000 SC374 1.000 1.000 2 190 190A 190A 195 195 200 200 205 205 205A 205A 210 210 210A 2 10A 215 TNGT TNGT TNGT TNGT TNGT TNGT TNGT TNGT 28 28 33 33 36 36 43 43 40 40 36 36 31 31 25 25 12 12 45 45 37 37 12 12 14 14 0 0 0 0 0 0.0 0 2 0 0 1 0 1 10 14 14 31 31 8 8 34 34 15 15 8 852.1185.1185.2552.2552.622.622.2828.2828.1248.1248.666.666.510.510.453.1.000 1.000 1~000 1.000 1.000 1.300 1.300 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 215 215A 215A 220 TNGT TNGT 18 18 10 10 453.579.579.548.1.000 1.000 1.000 1.000 1.000 1.000 SC374 1.000 1.000 2 1.000 1.000 SC374 1.000 1.000 2 220 TNGT 225 8 225 B BEND 225 M 1 0 548.565.565.641.1.000 1.000 1.000 1.000 SC374 1.000 1.000 2 1.000 1.000 1.000 SC374 1.000 1.000 1.000 2 STRESSES AND LOCAL FORCES AND MOMENTS ME 101/I 2 DATE 040182 PAGE 485 ELEMENT TYPE/TITLE FROM TO FA LOCAL FORCES (LB)FB FC LOCAL MOMENTS (FT-LB)MC STRESS (PSI), STRESS FLEX.INT.FAC.IN (I)PLANE FACTOR CODE OUT AND PLANE CLASS 225 M 225 E 225 E 230 230 230A 230A 235 235 235A 235A 240 240, 245 245 250 250 255 B 255 B 255 M 255 M 255 E 255 E 260 260 265 B 265 B 265 M 265 M 265 E 265 E 270 270 275 BEND TNGT TNGT TNGT TNGT TNGT TNGT TNGT TNGT BEND BEND TNGT TNGT BEND BEND TNGT TNGT 10 10 13 13 15 15 3 3.16 23 4 4 0 3'3 1 3 10 10 10 10 5 5 4 2 15 641.658.658.560.560.778.778.440.440.594.594.353.353.857.857.812.812.541.541.593.593.600.600.592.592.864.864.805.805.738.738.364.364.1285.1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.300 1.000 1.300 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.300 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.300 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000'.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 STRESSES AND LOCAL FORCES AND MOMENTS ME 101/I2 DATE 040182 PAGE 486 ELEMENT TYPE/TITLE FROM TO LOCAL FORCES (LB)FA FB FC MA MB MC LOCAL MOMENTS (FT-LB)STRESS (PSI)STRESS FLEX.INT.FAC.IN (I)PLANE FACTOR CODE OUT AND PLANE CLASS 275 280 280 285 TNGT TNGT 285 290 290 290A 290A 295 TNGT TNGT TNGT 295 300 TNGT 300 305 305 310 8 TNGT TNGT 310 B BEND 310 M 310 M BEND 310 E 310 E TNGT 315 8 10 10 12 17 17 18 11 10 18 19 1 0-g1'->0, 0 3 2 2 0 0 1 15 3 0 1 0 0'1 1285.246.246.479.479.533.533.422.422.405.405.410.410.267.267.253.253.209.209.189.189.218.1.000 1.300 1.300 1.300 1.300 1.000 1.000 1.000 1.000 1.000 1.000 1.300 1.300 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.300 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 1.000 SC374 1.000 1.000 2 315 320 8 TNGT 1 0 218.186.1.300 1.000 1.000 1.000 1.000 SC374 1.000 2 320 E 500 TNGT 320 B BEND 320 M 320 M BEND 320 E 0 1 0 1 0 0 186.177.177.200.200.319.1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 , 1.000 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 AT THE MEMBER END 20 OF ELEMENT FROM 15 TO 20.MAX.STRESS (PSI)IS 8150. EFFECTIVE ACCELERATIONS ME 101/I 2 DATE 040182 PAGE 487 TITLE PROJECT NUMBER PROBLEM NUMBER USER LOAD CASE SP-HCB-108 LINE 8856 5280 J.AB I SAMRA SEIS03 EARTHQUAKE COMPONENT: X+Y+Z RESULTS OF MODAL SYNTHESIS EFFECTIVE ACCELERATIONS (G'5)DATA PT GLOBAL-X GLOBAL-Y GLOBAL-Z RESULTANT 5 10 15 20 25 30 35 40 45 8 45 E 50 55 60 65 70 75 80 B 80 E 85 90 95 100 B 100 E 105 110 115.000.006.056.081.212.574 1.331 2.214 1.254 1.789 1.743 1.146.130.000.456.735.686.249.000 2.374 1.233 1.056.702.000.504.504.000.069.645.953.955.957.958.958.947.318.000 1.284.218.000.901 1.754 1.953 2.218 2.218 2.214.000.395.634.634.634.000.013.133.193.090.244.743 1.325 bi-',,~577, 1.004 1.004 1.002.663.664.664.663.662.239.000 1.829 1.829 1.828 1.559.832.360.000.070.661.976.982 1.142 1.800 2.752 1.674 2.076 2.011 1.992.710.664 1.209 2.014 2.173 2.245 2.218 3.726 2.206 2.148 1.824 1.046.886.504 EFFECTIVE ACCELERATIONS ME 101/I 2 DATE 040182 PAGE 488 DATA PT GLOBAL-X EFFECTIVE GLOBAL-Y ACCRL/RATLCNG (G'5)GLOBAL-2 RESULTANT 120 8 120 E 125 130 130A 135 135A 137 138 140 140A 145 145A 150 155 160 165 170 175 180 8 180 E 185 185A 190 190A 195 200 205 205A 210 210A 215 215A 220 225 B 225 E.504.421.170.000.261.000.393.335.469.000.164.000.961.000.224.229.233.233.234 1.459 1.742.000.680.000 1.132.000.672.000.953.000 2.209.000.728.000.780.876 2.645 2.571.018.017.016.015.013.012.914.009.004.002.004.004 1.141 1.200 1.258 1.306.711.713.710.708.705.701.697.695.000.832.000 1.708.550.000.508.531.414.463.462.000.551.000.735.887.888.000.410.000.933.000.200.000.161~'.000.249 1.040 1.365.000.569.000.779.000.709.710.713.716.719.721.724.725.726.658 2.724 2.646.492.017.609.015.833.948 1.358.009.442.000 1.339.004.301 1.163 1.233 1.279 1.350 1.928 2.325.710 1.134.705 1.543.697 1.199.710 1.453.716 2.883.721 1.165.725 1.180 1.217 EFFECT.IVE ACCELERATIONS DATE 040182 PAGE 489 EFFECTIVE ACCELERATIONS (G S)DATA PT GLOBAL-X GLOBAL-Y GLOBAL-Z RESULTANT 230 230A 235 235A 240 245 250 255 8 255 E 260 265 8 265 E 270 275.280 285 290 290A 295 300 305 310 8 310 E 315 320 8 320 E 500.873.867.857.842.824.802.000.318.517.517.519.468.641.000 1.179.156.000 1.486.000.420~352.350.388.387.275.085.000.000.527.000.465.000.134.000.255.165.000 1.006.823.561.561.559.332.332.329.326.324.000.060.301.178.178.078.000 1.843.000 1.739.000.882.881.879.400.000.940.860.943.000.183.183.000'.1.337.000.496.496.496.352.169.146.085.000.873 2.104.857 1.987.824 1.199.881.969.674.517 1.471 1.279 1.271.561 1.318.410.332 2.026.326.726.608.610.604.459~359.143.000 ACTIONS.ON SUPPORTS AND ANCHORS TITLE SP-HCB-108 LINE PROJECT NUMBER: 8856 PROBLEM NUMBER: 5280 USER J.AB I SAMRA LOAD CASE: SEIS03 ME 101/12 DATE 040182 PAGE 90 DATA~PT 5 25 50 65 65 85 85 95 105 115 115 130 130 135 135 140 140 145 150 150 160 170 185 185 190 190 195 195 205 205 210 210 215 215 220 TYPE ANC RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD ANC RAD RAD RAD RAD RAD RAD RAD RAD-'RAD RAD RAD RAD RAD RAD RAD RAD BAD TITLE FX 46.17.0.40.0.32.0.0.12.0.0.6.0.5.0.9~0.5.17.0.0.0.4~0.4.0.3.0.3.0.5.0.11.0.6.GLOBAL FORCES (LB)FY 22.0.60.0.81.0.0.158.0.73.0.0.0.0.0.0.0.26.0.0.0.'0, 0.0.0.0.0.0.0.38.0.12.0.9 0.FZ 27.39.0.0.0.0.68.0.0.0.43.0.24.0.18.0.21.8.0.3.4 8.0.5.0.0.40.0.0.0.Oi 0.0.0.MX 13.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.12.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.GLOBAL MOMENTS (FT-LB)MY 11.0.0.0.0.0.0.0.0.'.0.0.0.0.0.0.0.5.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.MZ 14.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.8.0.,0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0. ACTIONS DN SUPPORTS AND ANCHORSME 101/I2 DATE 040182PAGE 491 DATA TYPE TITLE PT FX GLOBAL FORCES (LB)FY FZ MX GLOBAL MOMENTS (FT-LB)MY MZ 220 230 230 235 235 240 240 250 250 260 260 275 275 290 290 295 295 305 500 RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD ANC 0.0.0.0.0.0.0.50.0.0.0.6.0.10.0.7.0.0.5.4, 4.0.4, 0.3.0.0.4, 3.0.0.0.0.0.0.0.15.2.0.0.10.0.16.0.0.0.0.13.0~10.0.6.0.5.0.3.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.2.0.0.0.0.0.0.0.0.0.0.0.0.0.'l 0 0.0.0.0.5.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.2. ACTIONS ON SUPPORTS AND ANCHORS TITLE SP-HCB-108 LINE PROJECT NUMBER: 8856 PROBLEM NUMBER: 5280 USER J.ABISAMRA LOAD CASE: SEIS03 ME 101/I2 DATE 040182 PAGE 2 LOCAL FORCES (LB)LOCAL MOMENTS (FT-LB)DIRECTION COSINES DATA TYPE PT TITLE FA FB FC MB COS AX COS CDS COS COS COS COS COS COS AY AZ BX BY BZ CX CY CZ 5 ANC 25 RAD 50 RAD 65 ,RAD 65 RAD 46 43 60 40 81 22 0 0 0 0 27 0 0 0 0 13 0 0 0 0 11 0 0 0 0 14 0 0 0 0 1.00.391 1.00.000.000.000.920 1.00.000.000.000 1.00.000.000 1.00.000.000.000 1.00 85 RAD 85 RAD 95 RAD 105 RAD 115 RAD 115 RAD 130 RAD 130 RAD 135 RAD 135 RAD 32 68 158 12 73 43 6 24 5 18 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ,.c 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1.00.000.000 1.00.000.000 1.00.000 1.00.000.000.000 1.00:000 1.00.000.000.000.000.000.000 1.00.000.000.000 1.00.000 1.00 1.00 140 RAD 140 RAD 145 ANC 150 RAD 150 RAD 160 RAD 170 RAD 185 RAD 185 RAD 190 RAD 9 0 21 0 526 17 0 3 0 0 0 0 0 0 0 0 8 0 0 0 0 0, 0 0 0 0 12 0 0 0 0 0'0 0 0 0.5 0 0 0 0 0 0 0 0 0 8 0 0 0 0 0 0 0 1.00.000 1.00 1.00.000.000.000 1.00.000 1.00.000.000.000.000.000.000.000.000.000.000.000 1.00.000.000 1.00 1.00 1.00.000 1.00.000.000 1.00.000.000.000 1.00 190 RAD 195 RAO 195 RAD 205 RAD 205 RAD 11 3 40 3 38 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.000 1.00.000 1.00.000.000.000.000.000 1.00 1.00.000 1.00.000.000 210 RAD 210 RAD 215 RAD 215 RAD 220 RAD 5 12 11 9 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1.00.000 1.00.000 1.00.000.000 1.00.000.000.000 1.00.000.000.000 ACTIONS ON SUPPORTS AND ANCHORS ME 101/I2 DATE 040182 PAGE.493 DATA PT TYPE TITLE LOCAL FORCES (LB)FA FB FC LOCAL MOMENTS (FT-LB)MA MB DIRECTION COSINES MC COS COS COS COS'COS COS COS COS COS AX AY AZ BX BY BZ CX CY CZ'20 RAD 230 RAD 230.RAD 235 RAD 235 RAD 4 4 10 4 16 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ,0 0 0.000 0.000 0.000 0.000 0.000 1.00 1.00.000 1.00.000.000.000 1.00.000 1.00 240 240 250 250 260 RAD RAD RAD RAD RAD 3 11 50 4 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.000 1.00.000 0.000.000 1.00 0 1.00.000.000 0.000 1.00.000 0.000 1.00.000 260 275 275 290 290 RAD RAD RAD RAD RAD 13 6 10 10 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.000 0 1.00 0.000 0 1.00 0.000.000.000.000.000.000 1.00.000 1.00.000 1.00 295 295 305 500 RAD RAD RAD ANC 7 5 15 5 0 0 0 2 0 0 0 3 0 0 0~2 0 0 0 5 0 1.00.000.000 0.000.000 1.00 0.000 1.00.000 2 1.00.000.000.000 1.00.000.000.000 1.00 JOINT DISPLAUEMENTS FOR THE SEIS03 LOAD CASE TITLE SP-HCB-108 LINE PROJECT NUMBER: 8856 PROBLEM NUMBER: 5280 USER J.ABI SAMRA LOAD CASE: SEIS03 ME 101/I2 DATE 040182 PAGE 4 DISPLACEMENTS (IN)ROTATIONS (RAD)DATA PT TYPE/TITLE 5 10$5 20 25 30 35 40 45 8 45 E 50 55 60 65 70'75 80 B 80 E 85 90 95 100 8 100 E 105 110 115 120 B 120 E$25 130 130A 135 135A$37 138 DX.000.000.002.003.009.024.054.087.026.029.027.014.002.000.009.020.023.010.000.083.043.033.020.000.0$5.015.015.0$3.002'000.002-.000.004.005.029 DY'000.001.006.011.011.011.011.011.010.003.000.013.009.000.037.074.083.093.093.092.000.014.018.0$8.018.000.046.042.000.000.000.000.000.000.011 DZ.000.001.005.008.004~.008.023.040.020.025.025.025.018.018.018.018.018.007.000.021.02$.021.018.010.007.000.006.007.007.000.009.000.013.0$3.013 RX.000000.000333.000908.00 1164.001568.001937.002215.002258.001147.001492.001403.00068 1.002644.003 178.003747.002392.002068.002296.002172.003982.003367.001498.000963.001242.001258.001233.002005.002305.001770.001312.000234.000634.000542.000726.001 138 RY.000000.000212.000359.000214.000214.0002 14.000214.000214.000633.000904~000966.001200.000793.000762.001049.000968.001034.001218.001287.0021$8.002125.001929.001653.001366.001194.000840.000342.000514.000802.00076$.0008$3.001131.001559.002030.00227 1 RZ.000000.000275.000735.002119.003099.003797.004299.004372.001477.001309.001310.001679.002379.002437.002672.003034.003172.003329.003295.001916.00$88$.002115.0024 14.002738.002978.002862.001552.001230.000422.000298.Ob0053.000196.000193.000196.000196

JOINT DISPL&CEMENTS FOR THE SEIS03 LOAD CASEME 101/I 2 DATE 040182 PAGE 495 DI SPLACEMENTS (IN)ROTATIONS (RAD)DATA PT TYPE/TITLE 140 140A 145 145A 150 155 160 165 170 175 180 8 180 E 185$85A 190 190A 195 200 205 205A 2$0 210A 215 215A 220 225 8 225 E 230 230A 235 235A 240 245 250 255 8 255 E 260-~265 8 265 E 270 275 280 285 290 DX.000.002.000.009.000.003.003.003.003.003.009.011.004.000.006.000.003.000.004.000.010.000.008.000.004.005.004.004.004.004.004.004.000.007.009.009.009.009.008.000.009.001.000 DY.000.000.000.000.000.000.017.020.020.019.017.017.017.017.017.0$7.017.017.000.010.000.010.000.011.000.019.020.009.000.006.000.002.000.003.002.000~020.018.005.005.005.003.003 DZ.000.004.000.011.000.002.000.001.000.002.006.008.000.005.000.014.000.020.020.020.020.020.020.020.020.020.019.000.019.000.016.000.006.006.006.003.000.027.028.027.000.002.002.000 RX.000660.000163.000000.0001 18.000473.000462.000477.0007 15.000739.0007G7.000600.000442.000314.00010$.000497.000295.001668.002069.001469.000237.000598.000100.000359.000137.000633.000854.000830.000698.000595.000505.0004 16.000332.000256.000234.000258.000384.000465.001468.001538.001612.00106 1.000596.000620.000598 RY.001522.000761.000000.000048~000095.000102.000115.0003 19.0004 18.000539.'000798.000794.000545.000461:000413.000374.000359.000363.000346.000035~000442.00005$.000343.000081.000181.000239.0004 15.000691.000106.000429.000104.000432.OOOG04.000587.000618.000730 000735.000372.000378.000472.000597.001287.001276.001229 RZ.000264.000065.000000.000123.000494.000579.000405.000383.000380.000384.000266.000173.000267.000047.000280.000026.000327.000318.000308.000299.00030S.000338.000393.000493.000608.000685.000708.000506.000078.000278.000047.000140.000165.000244.000430.000518.000527.000267.000281.000375.000346~000274.000367.000404

a/OINT DISPLACEMENTS FOR THE SEIS03 LOAD CASE ME 10 1/I 2 DATE 040182 PAGE 496 0 I SPLACEMENTS (IN)ROTATIONS (RAD)DATA PT TYPE/TITLE 290A 295 300.305 310 8 310 E.3$5 320 8 320 E 500 DX.010.000.003.002.002.003.003.002.001.000 DY.003.002.002.000.000.002.001.001.00$.000 DZ.0$1.000.004.004.004.003.001.001.001.000 RX.000105.000455.000458.000459.000447.000339.000184.000133.000072.000000 RY.000763.000357.000285.000273.000275.000280.000252.000216.000163.000000 RZ.0000$7.000381.000257.000186.000174.000$05.000126.000148.000103.000000 DIRECTION TITLE PROJECT NUMBER PROBLEM NUMBER USER LOAD CASE COSINES AND GLOBAL FORCES AND MOMENTS SP-KCB-108 LINE 8856 5280 J.ABISAMRA SE I 503 ME 101/I2 DATE 040182ELEMENT TYPE/TITLE FROM TO DIRECTION COSINES COSAX COSAY COSAZ COSBX CDSBY COSBZ COSCX COSCY COSCZ GLOBAL FORCES (LB)FX FY FZ MX MY MZ GLOBAL MOMENTS (FT-LB)5 TNGT 10 10 TNGT 15 15 TNGT 20 20 TNGT 25 25 TNGT 30 30 TNGT 35 35 TNGT 40 20 TNGT 45 B 45 B BEND 45 M-.921-.921.000.000.000-1.000 .000-1.000.000-1.000 ,.000-1;000 .000-1.000.000-1.000.000-1.000.000-1.000.000 1.000.000 1.000.000 1.000.000.707-.920.000-.920.000-.921.000-.921.000.391.391.390.390.390.390.000.000.000.000.000.000.000.707.000" 1.000.000.000-1.000.000.000-1.000 .000.000-1.000.000.000-1.000.000.000-1.000 .000.000.000-1.000.000;000-1. 000.000.000-1.000.000.000-1.000.391.391.390.390.390.000.390..000 1.000.000 1.000'000 1.000.000 1.000;000.000'.000-1.000.000.000-1.000.000.000-1.000.000.000-1.000 1.000 1.000 1.000 1.000.000.000.000.000.000.000.000.000 1.000.000-.707.707 1.000 1.000.000.000 1.000 1.000.000.000 1.000 1.000.920.920.921.921.921.921.000.000.000.000.000.000.000.000.000.000 46 46 46 46 47 47 38 38 47 47 35 35 13 13 22 22 22 22 19 19 45 45-44 44 24 24 59 59 61 61 27 27 27 27 25 25 26 26 25 25 20 20 19 19 20 20 13 10 10 7 7 8 21'4 24 14 14 2 2 0 16 19 19 16 11 14 7 9 7 9 3 0~43 0 25 0 0 0 0 25 4 4: 0 26 16 16 14 21 35 0 56 0 43 45 M BEND 45 E.000.000.707.707.000 1.000.000-.707.000-1.000.707.000 1.000 1.000.000.000.000.000 61 61 20 20 16 7'7 7 14 13 45 E TNGT 50 50 TNGT 55 55 TNGT 60 60 TNGT 65.000.000.000.000-.707-.707.000.000.000.000.707.707.000 1.000.000 1.000~000 1.000.000 1.000.000 1.000.000 1.000.000-1.000.000-1.000 .000" 1.000.000-1.000.000-'1.000.000-1.000.000-1.000 .000-1.000.000.000.000.000 1.000 1.000~000.000.1.000 1.000.707.707~000.000 1.000~.000 1.000.000.000.000.000.000.707.707.000.000 62 62 16 16 16 16 16 16 21 21 22'2 25 25 25 25 7 15 15 21 21 35 35 39 7 7 7 11 11 25 25 26 13 13 13 13 13 9

DIRECTION COSINFS AND GLOBAL FORCES AND MOMENTS ME 101/I2 DATE 040182 PAGE 498 ELEMENT TYPE/TITLE DIRECTION COSINES GLOBAL FORCES (LB)GLOBAL MOMENTS (FT-LB)FROM TO 65 70 TNGT COSAX CDSAY.000.000 COSAZ 1.000 1.000 COSBX COSBY.000-1.000.000-1.000 COSBZ COSCX COSCY COSCZ 1.000.000 1.000.000 FX 34 34 FY 66 66 FZ 24 24 39 18 26 14 MZ 9 9 70 TNGT 75.000.000.000.000 1.000 1.000.000-1.000.000-1.000 .000.000 1.000.000 1.000.000 14 14 20 20 40 40 18 37 14 18 9 9 75 TNGT 80 B.000.000.000 1.000.000 1.000.000-1.000 .000-1.000 1.000.000 1.000.000 27 27 72 72 71 71 37 17 18 10 9 9 80 8 BEND 80 M 80 M BEND 80 E.000.000.000.707.707 1.000 1.000.707.707.000.000 1.000.000.707.000-.707-1.000.000-1.000.000.000.707-.707-1.000.000.000.000-1.000 -1.000.000.000.000.000.000 27 27 27 27 74 74 74 74 72 72 72 72 17 13 13 12 10 6 6 7 8 10 85 90 TNGT 80 E TNGT 85.000.000 1.000 1.000.000 1.000.000 1.000.000.000 1.000.000.000 1.000.000.000 1.000.000.000 1.000 1.000.000 1.000.000 1.000.000 1.000.000.000.000.000.000 28 28 7.7 77 85 85 72 72 27 27'2 25 25 71 10 14 14 18 90 95 TNGT 1.000 1.000.000-1.000.000-1.000 .000 1.000.000.000.000 1.000.000.000 97 97 26 26 71 84 18 18 95 TNGT 100 B 100 8 BEND 100 M 100 M BEND 100 E 100 E TNGT 105.000.000 1.000 1.000.000.000.000 1.000.707..707.707.000.707.000 1.000.000 1.000.000 1.000.000-1.000.000-1.000.000.000 1.000 1.000.000.000.707-.707-1.000.000-1.000-1.000.000.000 1.000 1.000 1.000 1.000.000 1.000.000-1.000.000.707-.707-1.000.000.000.000.000.000.000.000.000 10 10 10 10 63 63 63 63 63 63 64 64 27 27 28 28 28 28 29 29 84 55 55'35 35 22 22 4 5 9 9 12 12 13 13 13 18 18'8 17~17 14 14 9 105 110 TNGT 1.000 1.000.000.000~000 1.000.000 1.000 1.000 1.000.000'000.000.000 64 64 30 30 4 13 13 9 11 110 115 TNGT-1.000-1.000.000.000.000-1.000.000-1.000.000.000 1.000.000.000 1.000 64 64 30 30 13 19 11 23 115 TNGT 120 8-1.000-1.000.000.000.000-1.000.000-1.000.000.000.000 1.000.000 1.000 , 6 6 10 10 13 13 19 6 23 120 B BEND 120 M 120 M BEND 120 E-1.000-.707-.707:000.000.000.000.707.000.707.000 1.000.000.707.000 1.000.000.707.707.000.707;000 1.000'.000.000.000 1.000 1.000.000 1.000.000 1.000.000.000.000.000 10 10 10 10 14 14 14 14 11 9 9 7 6 9 11 8 DIREC'CION COSINES AND GLOBAL FORCES ANO MOMENTS (>ME 101/I2 DATE 040182 PAGE 499 ELEMENT TYPE/TITLE OIRECTION COSINES GLOBAL FORCES (LB)GLOBAL MOMENTS (FT-LB)FROM TO COSAX COSAY, COSAZ COSBX COSBY COSBZ COSCX COSCY COSCZ FX FY FZ MX MY 120 E TNGT 125 125 TNGT 130 130 TNGT 130A 130A TNGT 135 135 TNGT 135A 13SA TNGT 137 137 TNGT 138 137 TNGT 140-140'TNGT 140A 140A TNGT 145 145 TNGT 145A 14SA TNGT 150 150 TNGT 155 155 TNGT 160 160 7NGT 165 165 TNGT 170.000.000.000.000.000.000.000.000.000.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000.000.000 1.000 1.000 1.000 1.000.000 1.000.000 1.000.000.000.000.000 1.000 1.000 1.000 1.000.000 1.000.000 1.000 1.000 1.000 1.000 1.000 1: 000 1.000.000.000.000=.000.000 1.000.000 1.000 1.000 1.000.000.000.000.000.000.000 1.000 1.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000-1.000.000-1.000.000.000.000.000.000.000.000.000.000.000.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000.000-1.000.000-1.000.000.000.000.000.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000.000.000.000 1.000.000 1.000.000.000.000.000 1.000.000.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000 1.000 1.000 1.000 1.000.000.000.000.000.000.000 1.000 1.000 1.000 1.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000 1.000.000.000 1.000.000.000 1.000 1.000 7 7 10 5 14 14 13 13 12 12 15 15 15.15 15 15 15 15 15 15 15 15 20 3 25 25 25 25 25 25 5 5 5 5 15 15 16 16 9 9 10 10 19 5 18 18 5 5 3 3 7 18 18 23 23 11 11 8 8 19 18 0 15 10 10 4 4 7 9 7 2 2 9 4 9 0 5 5 0 0.0 0 0 0 0 2 2 7 7 8 3 6 0 0 7 7 1 7 5 5 170 TNGT 175 1.000 1.000.000.000.000 1.000.000 1.000.000.000.000.000.000 1.000..000 1.000 7 7 2 2 ELEMENT TYPE/TITLE FROM TO COSAX COSAY DIRECTION COSINES COSAZ COSBX COSBY'COSBZ DIRECTION COSINES AND GLOBAL FORCES AND MOMENTS COSCX ME 101/I 2 COSCY COSCZ DATE 040182 FX FY FZ GLOBAL FORCES (LB)PAGE 501 GLOBAL MOMENTS (FT-LB)MZ 225 8 BEND 225 M 225 M BEND 225 E.000.707.707 1.000.000.000.707.000.000 1.000.000.707 1.000.707.707.000.000.000.000-.707.000-.707.000-1.000.000.000 1.000 1.000 1.000 1.000.000.000.000.000 225 E TNGT 230 1.000 1.000.000.000.000.000.000.000 1.000 1..000.000.000.000.000 1.000 1.000 5 5 230 TNGT 230A 230A TNGT 235 235 TNGT 235A 235A TNGT 240 240 TNGT 245 245 TNGT 250 250 TNGT 255 8 255 8 BEND 255 M 255 M BEND 255 E 255 E TNGT 260 260 TNGT 265 8 265 8 BEND 265 M 265,M.BEND 265 E 265 E TNGT 270 1.000 1.OOO.000.000.000.000.000.000 1.000.000 1.000.000 1.000 1.000 1.000.000 1.000.000.000.000.000.000.000.000.000.000.000.000 1.000 1.000.000.000.000..000.000.707.000 1.000.000 1.000.000 1.000.000 1.000.000 1.OOO.000.707.000-.000-.000-.000-1.000.707.707 1.000.000.000.707.000.707.000 1.000.000 1.000.000.000.000 1.000 1.000 1.000.924.000.000.000.000.000.383.000.000.000-.383.924.707.707.707.000.000.000.000.707.707.383-.383.707-.707 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1;000 1.000 1.000.000.000.000.000.000.000.000.000 1.000.924 924.000.707 1.000.000 1:000.000.000-.000.000-.707.000-.707.000-1.000 1.000 1.000 1.000 1.000.000.000.Oob.000.000.000.000.000.000.000.000 1.000 1.000 1.000 1.000 1.000 1.000.000.000 1.000 1.000 1.000 1.000.000.000 1.000 1.000.000.000.000.000.000 1.000.000 1.000.000 1.000.000 1.000.000.000 t.000.000.000 1.000.000 1.000.000 1.000.000 1.000.000-1.000.000-1.000.000-1.000.000-1.000.000.000-.707-.707.000.000.707.707.000.000 1.000.000.000 1.000 12 12 19 19 26 26 33 33 40 40 43 43 3 3 3 3 3 3 7 7 8 8 10 10 12 12 12 12 12 12 2 2 4 4.2 3 3 3 3 8 13-13 13 13 12 12 8 8 11 16 16 8 8 6 7 6 3 3 DIRECTION COSINES AND GLOBAL FORCES AND h'lDh1ENTS DATE 040182 PAGE 02 ELEMENT TYPE/TITLE FROM TO COSAX COSAY COSAZ DIRECTION COSINES COSBX COSBY COSBZ COSCX COSCY COSCZ GLOBAL FORCES (LB)FX FY FZ MX MY~MZ GLOBAL MOMENTS (FT-LB)270 TNGT 275 275 TNGT 280 280 TNGT 285 285 TNGT 290.000.000.000.000 1.000 1.000 1.000 1.000.000.000.000.000.000-1.000.000" 1.000 1.000 1.000.000.000.000.000.000.000.000.000.000.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000.000.000.000.000.000.000.000.000.000.000.000.000 8 8 12 12 5 12 12 6 2 3 290 TNGT 290A 1.000 1.000.000.000.000.000 1.000 1.000 1.000 1.000 5 5 12 12 3 9 290A TNGT 295 295 TNGT 300 300 TNGT 305 305 TNGT 310 8.000.000.000.000.000.000 1.000 1.000.000.000 1.000 1.000.000-1.000.000-1.000 .000-1.000 .000-1.000.000.000.000.000.000.000.000.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000.000.000.000.000.000.000.000.000.000.000.000.000 2 2 3 3.13 13 14 14 15 15 5 5 9 5 5 3 3 3 310 8 BEND 310 M 310 M BEND 310 E 310 E TNGT 315 315 TNGT 320 8 320 8 BEND.320 M 320 M BEND 320 E 320 E TNGT 500.000-.707-.707-1.000-1.000-1.000.000-1.000.000-.707.000-.707.000.000.000.000.000.000.000.000.000.500-.500".707.707.000.500.707-;707-.707.000.707.000.707.000 1.000.000 1.000.000 1.000-.500~707.000.707.707.000.000.000-1.000.000-1.000.707.500.000-.707-.500-.707.000-1.000.000-1.000 .000-1.000.000.707.707 1.000.000.000 1.000 1.000.707.500.000.000 1.000 1.000.000 1.000.000 1.000.000.000.707.707.707.707.707.707.000.000.000.000.000.000.707.707.707.707.707..707.000 1.000.000 1.000.000 1.000.000.000 1.000.000 5 5 5 5 5 5 2 2'.2 2 3 2.2'2 2 5 2

STRESSES AND LOCAL FORCES AND MOMENTS TITLE o.'P-HCB-108 LINE PROJECT NUMBER: 8856 PROBLEM NUMBER: 5280 USER J.AB I SAMRA LOAD CASE: SEIS03 ME101/I2 DATE 040182 PAGE 03 ELEMENT TYPE/TITLE FROM TO FA LOCAL FORCES (LB)FC LOCAL MOMENTS (FT-LB)STRESS (PSI)MA MB MC STRESS FLEX.INT.FAC.IN (I)PLANE FACTOR.CODE OUT AND PLANE CLASS 5 TNGT 10 10 TNGT 15 15 TNGT 20 20 TNGT 25 25 TNGT 30 30 TNGT.35 35 TNGT 40 20 TNGT 45 8 45 8 BEND 45 M 45 M BEND 45 E 45 E TNGT 50 50 TNGT 55 55 TNGT 60 60 TNGT 65 65 TNGT 70 53 53 53 53 53 53 45 45 44 44 24 24 59 59 61 55 55 20 21 21 22 22 18 18 25 25 24 24 22 22 22 22 19 19 26 26 25 25 20 20 19 19 20 33 33 61 62 62 16 16 16 16 16 16 66 66 38 38 47 47 35 35 13 13 8 8 20 20 34 34 9 9 7 17 9 0 0 0 0 0 0 0 0 56 43 43 25 25 4 4 0 9 19 19 35 21 24 24 14 14 2 2 0 13 13 13 13 13 23 23 9 9 16 14 14 7 7 7 7 25 25 26 26 tn 19 16 16 7 7 15 15 21 10 30 35 39 39 18 8.26 16 8 16-19 1816.1188.1188.1765.'1765.3018.4920.~4003.4003.2398.2398.386.386.0.2611.2117.2117'856.1856.'353-.t353.1709.1709.2205.2227.3711.3619.3929.3929.1982.1.000 1.300 1.300 1.300 1.300 1.300 1.300 1.000 1.000 1.300 1.300 1.300 1.300 1.000 1.300 1.000 1~000 1.000 1.000 1.000 1.000 1.000 1.300 1.300 1.300 1.300 1.000 1.000 1.300 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000.SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 I.OOO SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2

STRESSES AND LOCAL FORCES AND I40MENTS ME 101/I2 DATE 040182 PAGE 504 ELEMENT TYPE/TITLE FROM TD FA LOCAL FORCES (LB)FB FC MB MC LOCAL MOMENTS (FT-LB)STRESS (PSI)STRESS FLEX.FACTOR CODE INT.FAC.IN OUT AND (I)PLANE PLANE CLASS 70 75 TNGT 75 80 e TNGT 80 E 85 TNGT 80 8 BEND 80 M 80 M BEND 80 E 40 40 71 71 72 94 94 74 77 77 20 20 72 72 74 42 42 72 72 72 14 14 27 27 27 27 27 27 28 28 14 18 18 10 10 4 4 10 10 14-18 37 37 17 17 13.13 12'l2 25 1982.3436.3436.1804.1804.1357.1357.1353.1353.2427.-1.300 1.300 1.300.1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000.1.000 1.000 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 85 90 TNGT 85 85 27 27 14 18 25 71 2427.6062.1.000 1 300 1.000 1.000 1.000 SC374 1.000 2 90 95 95 100 B 100 B 100 M 100 M 100 E 100 E 105 105 110 110 115 TNGT TNGT BEND BEND TNGT TNGT TNGT 120 M 120 E 120 E 125 BEND TNGT 1 15 TNGT 120 8 120 B BEND 120 M 27 27 28 33 33 63 64 64 64 64 5 5 6 14 14 14 15 15 97 97 63 63 63 61 61 28 29 29 30 30 64 64 10 10 14 15 15 10 10 10 10 30 30 13 13 10 10 10.10 7 7 18 18 18'.18 18 20 20 13 13 13 13 13 11 3 3 7 9 14 14 9 9 11 13 19 19 6 11 12 12 7 71 84 84 55 55 35 35 22 22 4 4 11 11 23 23 11 7 18 6062.7090.7090.4806.4806.3422.3422.2386.2386.1371.1371.1640.1640.2610.2610.1315.1315.1263.1263.1103.1103.1596.1.300 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.300 1.300 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.300-1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000-1.000 1.000 1.000 1.000 1.000 1.000 1.000 1~000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 ~STRESSES AND LOCAL FORCES AND MOMENTS ME 101/I2 DATE 040182 PAGE 505 ELEMENT TYPE/TITLE FROM TO FA LOCAL FORCES (LB)FC LOCAL MOMENTS (FT-LB)STRESS (PSI)MA STRESS FLEX.FACTOR CODE INT.FAC.IN OuT AND (I)PLANE PLANE CLASS 125 130 130 130A 130A 135 135'135A 135A 137 137 138 137 140 140 140A 140A 145 145'I 4 5 A 145A 150 150 155 155 160 160 165 165 170 TNGT TNGT TNGT TNGT TNGT TNGT TNGT TNGT TNGT TNGT TNGT TNGT TNGT TNGT TNGT 15 15 15 15 15 15 15 15 15 15 19 5 25 25 25 25 13 13 12 12 16 16 10 10 11 8 8 20 3 le 18 7 7 10 5 14 14 0 0 w*5 55 5 0 0 0 0'0 0 9 0 0 2 18 23 23 11 8 8 19 18 0~15 10 10 4 1596.1976.1976.97 1.971.973.973.794.794.1701.1653.0.1394.1012.1012.532.532.712.926.810.810.626.626.461.461.699.699.736.736.'66.1.300 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.300 1.000 1.000 1.000 t.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.300 1.300 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 t.000 1.000 1.000 1.000 1.000 1.000 1.000 t.OOO'.000 1.000 1.000 1.000 1.000 1.000 1~000 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000'2 1.000 SC374 1.000 2 1.000 SC374~1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 170 175 TNGT 175 7NGT 180 B 9 9 8 8 766.765.764.682.1.000 1.300 1.300 1.000 1.000 1.000 1.000 1.000 1.000 SC374 1.000 2 1.000 SC374 1.000 2 STRESSES.AND LOCAL FORCES AND MOMENTS I,'E 101/I2 DATE 040182 PAGE 06 ELEMENT TYPE/TITLE FROM TO FA LOCAL FORCES (LB)FB FC MA MB MC LOCAL MOMENTS (FT-LB)STRESS (PSI)STRESS INT.FAC (I)FLEX.IN PLANE FACTOR CODE DUT AND PLANE CLASS 180 8 BEND 180 M 180 M BEND 180 E 180 E TNGT 185 682.809.809.928.928.421.1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 1.000 SC374 1.000 1.000 2 185 TNGT 185A 185A TNGT 190 190 TNGT 190A 16 16 20 20 24 24 4 4 7 11 421.495.495.640.640.1000.1.000 1.000 1.000 1.000 1.000 SC374 1.000 2 1.000,1.000 1.000.1.000 1.000 SC374 1.000 2 1.000 1.000 1.000 1.000 SC374 1.000 1.000 2 190A TNGT 195 195 TNGT 200 200 TNGT 205 205 TNGT 205A 205A TNGT 210 210 TNGT 210A 210A TNGT 215 215'TNGT 215A 215A TNGT 220 220 TNGT 225 8 225 B BEND 225 M 28 28 30 30 34 34 32-32 28 28 25 25 20 20 15 15 9 9 4 4 35.35 32 32 10 10 3 2 2 2'4~1 1 0 4 11 11 7 11 22 22 13 13 24 24 12 12 6 1000.1801.1801.1087.1087.1998.1998.1072.1072.607.607.1 162.1'162.819.819.621.621.537.537.464.464'07.1.000 1.000 1.000 1.300 1.300 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1~000 1.000 1.000 1.000 1.000~1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 SC374 SC374 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 STRESSFS AND LOCAL FORCES AND MOMENTSME 101/I 2 DATE 040182ELEMENT TYPE/TITLE FROM TD FA LOCAL FORCES (LB)FB FC MB MC LOCAL MOMENTS (FT-LB)STRESS (r SI)STRESS INT FAC.(I)FLEX.IN PLANE FACTOR CODE OUT AND PLANE CLASS 230 230A TNGT 225 M BEND 225 E 225 E TNGT 230 12 12.2 2 0 1 8 t3 507.499.499.755.755.1157.1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 230A 235.235 235A 235A 240 240 245'45 250 250 255 B TNGT TNGT TNGT TNGT TNGT TNGT 19 19 26 26 33 33 40 40 10 10 43 43 8, 8 2 2 13 13 13 12 12 8 8 11 11 16 16 8 1157.1074.1074.1047.1047.658.658.900.900.1310.13 10.738.'1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.300 1.300 1.000 1.000 1.000 1.000 1.000 t.OOO 1.000 1.000 1.000 1.000 1.000 t.000 1.000 1.000 1.000 1.000 SC374"t.000 2 t.000 SC374 1.000, 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 t.000 SC374 1.000 2 255.B BEND 255 M 255 M 255 E 255 E 260 BEND TNGT 265 E 270 270 275 TNGT TNGT 260 TNGT 265 B 265 8 BEND 265 M 265 M BEND 265 E 12 6 5 5 4 4 8 13 13 12 12 12 2 2'2 2 6 6 5 12 738.575.575.451.451.530.530.707.707.643.643.581.581.595.601.1028.1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000.1.000 1.000 1.000 1.000 1.300 1.300 1.000 1.000 1.000 1.000 1.000'.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 I.OOO 2'l.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 STRESSES,AND LOCAL FORCES AND MOMENTS ME 101/I 2 DATE 040182 PAGE F08 ELEMENT TYPE/TITLE FROM TD FA LOCAL FORCES (LB)FB FC MA MC LOCAL MOMENTS (FT-LB)STRESS (PSI)STRESS FLEX.INT.FAC.IN (I)PLANE FACTOR CODE DUT AND PLANE CLASS 275 280 280 285 TNGT TNGT 290 290A TNGT 285 TNGT 290 12 12 12 12 8 8 3 3-12 6 1028.566.566.534.534.550.550.1042.1.000 1.300 1.300 1.300 1.300 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 290A 295 295 300 TNGT TNGT 13 13 14 14 9 5 1042.586.586.531.1~000 1.000 1.000 1.300 1.000 1.000 1.000 SC374 1.000 2 1.000 1.000 SC374 1 F 000 1.000 2 300 305 TNGT 305 TNGT 310 B 310 8 BEND 310 M 310 M BEND 310 E 15 15.2 2 3 2 531.337.337.334.334.334.334.327.1~300 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 1.000 1.000 1.000 SC374 2 SC374 2 1.000 1.000 1.000 1.000 310 E 315 TNGT 3 15 TNGT 320 8 320 B BEND 320 M 320 M-BEND 320 E 320 E.TNGT 500 AT THE MEMBER EN'3 3 3 95 OF ELEMENT FROM 95 TO 100 B~, 2-5 MAX.STRESS (PSI)IS 327.324.324.209.209.213.213.273.273.509.7090.1.000 1.300 1.300 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 ,1.000 1.000 1.000 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 t.000 2 t.000 SC374 t F 000 2

O~EFFECTIVE ACCELERATIONS ME 101/I2 DATE 040182 PAGE 509 TITLE PROJECT NUMBER PROBLEM NUMBER USER LOAD CASE SP-HCB-108 LINE 8856 5280 J.ABI SAMRA SEI 504 EARTHOUAKE COMPONENT: X+Y+Z RESULTS OF MODAL SYNTHESIS EFFECTIVE ACCELERATIONS (G'5)DATA PT GLOBAL-X GLOBAL-Y GLOBAL-Z RESULTANT 5 10 15 20 25 30 35 40 45 8 45 E 50 55 60 65 70 75 80 B 80 E 85 90 95 100 8 100 E 105 110 115.000.017.148.207.351 1.011 2.937 5.372 4.919 7.467 7.354 5.276.919.000 3.249 3.850 2.750.458.000 11.622 4.951 4.671 3.375.000 2.395 2.395.000.314 2.991 4.327 4.334 4.341 4.348 4.349 4.300 1.423.000 5.717.456.000 1.784 2.614 2.928 4.018 4.017 4.011.000 1.413 2.999 3.001 3.002.000.000.036.342.479.149.965 3.261 6.016 2.058 4.348 4.348 4.342 2.987 2.988 2.992 2.984 2.977 1.024.000 8.354 8.355 8.355 6.694 3.196 1.298.000.316 3.014 4.358 4.351 4.561 6.178 9.163 6.850 8.757 8.543 8.909 3.159 2.988 4.763 5.528 5.000 4.171 4.017 14.865 9.712 9.675 8.075 4.384 4.054 2.395 EFFECTIVE ACCELERATIONS ME 101/I2 DATE 040182 PAGE 510 EFFECTIVE ACCELERATIONS (G'S)P C+DATA PT 120 8 120 E 125 130 130A 135 135A 137 138 140 140A 145 145A 150 155 160 165 170 175 180 8 180 E 185 185A 190 190A 195 200 205 205A 210 210A 215 215A 220 225 B 225 E GLOBAL-X 2.396 1.922.753.000 1.052.000 1.407 1.183.624.000.590.000 3.697.805.816.828.829.830 5.320 6.386 2.287 3.619.000 2.148.000 3.057.000 7.164.000 4.135.000 2.545 2.862 GLOBAL-Y 12.887 12.228.076.075.069.064.058.053 5.322.040.020.000.006.012.013 4.046 3.524 3.730 3.955 1.719 1;736 1.729 1.722 1.713 1.701 1.686 1.679.000 2.485.000 5.418.000 1.885.000.914.981 GLOBAL-2 1.725 2.072 2.069.000 2.607.000 5.627 5.942 5.949.000 2.156 5.489.000 1.175.000.591.000.912 3.659 4.722.000 1.852.000 2.155.000 1.503 1.507 1.516 1.524 1.534 1.543 1.551 1.556 1.557 1.379 RESULTANT 0 13.220 12.551 2.203.075 2.812.064 5.800 6.059 8.007.040 2.236.000 6.618.012 1.424 4.128 3.667 3.821 4.143 6.682 8.130 1.729 3.410 1.713 4.543 1.686 3.113 1.507 4.221 1.524 9.112 1.543 4.802 1.556 3.120 3.325 EFFECTIVE ACCELERATIONS ME 101/I2 DATE 040182 PAGE 511 EFFECTIVE ACCELERATIONS (G'S)DATA PT GLOBAL-X GLOBAL-Y GLOBAL-Z RESULTANT 230 230A 235 235A 240 245 250 255 8 255 E 260 265 8 265 E 270 275 280 285 290 290A 295 300 305 310 8 310 E 315 320 8 320 E 500 2.854 2.834 2.800 2.753 2.693 2.621 1.236 1.897 1.898 1.906 1.749 2.367.000 4.894.628.000 5.959.000 1.684 1.386 1.363 1.427 1.425 1.012.316.000 1.784.000 1.804.000.451.000.855.547.000 3.163 2.529 1.919 1.920 1.911 1.152 1.151 1.142 1.130 1.126.000.207 1.039.613.613.268.000 8.218.000 7.815.000 2.882 2.879 2.873 1.304.000 2.439 2.008 2.422.000.725.726 5.452 1.876 1.876 1.876 1.369.668.585.315.000 2.85$8.874 2.800 8.480 2.693 3.922 2.879 3.243 2.366 1.898 4.426 3.673 3.893 1.920 5.304 1.499 1.151 8.157 1.130 2.761 2.333 2.328 2.234 1.689 1.320.520.000 ACTIONS ON SUPPORTS AND ANCHORS TITLE SP-HCB-108 LINE PROJECT NUMBER: 8856 PROBLEM NUMBER: 5280 USER J.ABI SAMRA LOAD CASE: SEIS04 ME 101/I 2 DATE 040182 f PAGE 512 DATA TYPE PT 5 ANC 25 RAD 50 RAD 65 RAD 65 RAD TITLE FX 318.141.0.271.0.GLOBAL FORCES (LB)FY 98.0.263.0.155.FZ 179.332.0.0.0.MX 56.0.0.0.0.GLOBAL MOMENTS (FT-LB)49.0.0.0.0.MZ 57.0.0.0.0.85 RAD 85 RAD 95 RAD 105 RAD 1 15 RAD 115 RAD 130 RAD 130 RAD 135 RAD 135 RAD 140 RAD 140 RAD 145 ANC 150 RAD 150 RAD 160 RAD 170 RAD 185 RAD 185 RAD 190 RAD 190 RAD 195 RAD 195 RAD 205 RAD 205 RAD 210 RAD 210 RAD 215 RAD 215 RAD 220 RAD-307.0.0.32.0.0.44.0.80.0.141.0.45.142.0.0.0.59.0.47.0.39.0.18.0.48.0.70.0.75.0.0.260.0.152.0.0.0.0.0.0.0.144.0.0.0.0.0.0.0.0.0.0.0.80.0.29.0.28.0.0.488.0.0.0.83.0.71.0.116.0.139.52.0.48.37.52.0.69.0.21.0.266.0.0.0.0.0.0.0.0 0.0.0.0.0.0.0.0.0.0.0.76.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.49.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.44.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.

ACTIONS DN SUPPORTS AND ANCHORS ME 101/I2 DATE 040182 PAGE 513 DATA PT 220 230 230 235 235 240 240 250.250 260 260 275 275 290 290 295 295 305 500 TYPE TITLE RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD ANC FX 0.0.0.0.0.0.0.289.0.0.0.72.0.63.0.60.0.0.26.GLOBAL FORCES (LB)FY 12.13.0.12.0.13.0.0.9.8.0.0.0.0.0.0.0.49.6.FZ 0.0.78.0.73.0.56.0.0.0.84.0.87.0.59.0.63.0.23.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.6.GLOBAL MOMENTS (FT-LB)MY 0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.20.MZ 0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.9. ACTIONS ON SUPPORTS AND ANCHORS ME 101/I2 DATE 040182 PAGE 514 TITLE SP-HCB-108 LINE PROJECT NUMBER: 8856 PROBLEM NUMBER: 5280 USER J.ABI SAMRA LOAD CASE: SEIS04 LOCAL FORCES (LB)LOCAL MOMENTS (FT-LB)DIRECTION COSINES DATA PT TYPE TITLE FA FC MA MB MC COS AX COS AY COS AZ COS CDS COS COS COS COS BX BY BZ CX CY CZ 5 25 50 65 65 85 85 95 105 115 115 130 130 135 135 ANC RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD 318 361 263 271 155 307 488 260 32 152 83 44 71 80 116 98 0 0 0 0 0 0 0 0 0 0 0 0 0 0 179 0 0 0 0 0 0 0 0 0 0 0 0 0 0 56 0 0 0 0 0 0 0 0 0~0;.)0)0'0 0 49 0 0 0 0 0 0 0 0 0 0 ,0 0 0 0 57 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1.00.391.000 1.00.000 1.00.000.000 1.00.000 1.00.000 1.00.000.000.000 1.00.000 1.00.000.000 1.00.000 1.00.000.000.000.000.000.000.000 1.00.000.000.000 1.00.920.000 1.00.000.000.000 1.00.000 1.00.000 1.00 140 140 145 150 150 160 170 185 185 190 190 195 195 205 205 210 210 215 215 220 RAD RAD ANC RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD 141 139 45 142 48 37 52 59 69 47 21 39 266 18 80 48 29 70 28 75 0 0 144 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 52 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.0 0 76.'0 Ip 0 0 0 0 0 0 0 0 0 0;0 0 gO'0 0 0 0 49 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 44 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1.00.000 1.00 1.00.000.000.000 1.00.000 1.00.000 1.00.000 1.00 1.00.000 1.00.000 1.00.000.000.000.000.000.000.000.000.000 1.00.000 1.00 1.00.000.000 1.00.000 1.00 1.00 1.00.000 1.00.000 1.00.000 1.00.000.000.000.000.000.000.000 1.00.000.000.000 1.00

ACTIONS ON SUPPORTS AND ANCHORS ME 101/12 DATE 040182 PAGE 515 DATA TYPE TITLE PT FA FB LOCAL FORCES (LB)FC MA MB LOCAL MOMENTS (FT-LB)DIRECTION COSINES MC COS COS COS COS COS COS COS COS COS AX AY AZ BX BY BZ CX CY CZ 220 RAD 230 RAD 230 RAD 235 RAD 235 RAD 12 13 78 12 73 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.000 1.00.000 0.000 1.00.000 0.000.000 1.00 0.000 1.00.000 0.000.000 1.00 240 RAD 240 RAD 250 RAD 250 RAD 260 RAD 260 RAD 275 RAD 275 RAD 290 RAD 290 RAD 295 RAD 295 RAD 305 RAD 500 ANC 13 56" 289 9 8 84 72 87 63 59 60 63 49 26 0 0 0 0 0 0 0 0 0 0 0 0 0 6 0 0 0 0 0 0 0 0 0 0 0 0 0 23 0 0 0 0 0 0 0 0 0 0 0 0 0 6 0 0 0 0 0 0 0 0 0 0 0 0 0 20 0.000 1.00.000 0.000.000 1.00 0 1.00.000.000 0.000 1.00.000 0.000 1.00.000 0.000.000 1.00 0 1.00.000.000 0.000.000 1.00 0 1.00.000.000 0.000.000 1.00 0 1.00.000.000 0.000.000 1.00 0.000 1.00.000 9 1.00.000.000.000 1.00.000.000.000 1.00 JOINT DISPLACEMENTS FOR THE SEIS04 LOAD CASE TITLE SP-HCB-108 LINE PROJECT NUMBER: 8856 PROBLEM NUMBER: 5280 USER J.ABISAMRA LOAD CASE: SEIS04 ME 101/I2 DATE 040182 PAGE 516 DI SPLACEMENTS (IN)ROTATIONS (RAD)DATA PT TYPE/TITLE 5 10 15 20 25 30 35 40 45 B 45 E 50 55 60 65 70 75 80 B 80 E 85 90 95 100 B 100 E 105 110 115 120 B 120 E 125 130 130A 135 135A 137 138 DX.000.001.004.011.045.115.243.385.152.189.181.121.028.092.131.122.015.000.203.088.073.051.000.036.036.036.030.008.010.008.007.285 DY.000.003.030.050.050.050.050.050.050.016.000.078.009.024.039.052.138.138.138.000.026.046.046.046.000.162.150.001.001.001.001.001.001.025 DZ.000.002.009.028.019.022.057.104.087.121.121.121.067.067.067.067.067.016.000.097.097.097.076.034.016.000.020.025.025.000.036.000.093.095.051 RX.000000.001373.003309.002697.002780.004694.006000.006130.006371.006975.006820.005491.003156.002871.001861.004080.006135.008615.007296.006877.005242.004134.005124.006139.0064 16.006636.008115.008560.006052.004506.000382.001546.002137.002194.002269 RY.000000.000888.001449.001652.001652.001652.001652.001652.002676.003836.004090.005725.008987.009616.007369.001056.003018.003050.002457.007450.007075.006474.005203.003816.002987.002036.001144.001540.002039.001902.0067 16.011034.015357.019683.021902 RZ.000000.000636.003545.010910.014563.016832.018220.018355.010257.010453.010498.010797.011281.011521.05 2344.013414.013790.013030.011413.007311.005491.005646.006 174.006868.007275.007548.006580.005337.002007.0014 17.000227.001800.002143.002263.002263 JOINT DISPLACEMENTS FOR THE SEIS04 LOAD CASE ME 101/I2 DATE 040182 PAGE 517 DI SPLACEMENTS (IN)ROTATIONS (RAD)DATA PT TYPE/TITLE 140 140A 145 145A 150 155 160 165 170 175 180 B 180 E 185 185A 190 190A 195 200 205 205A 210 210A 215 215A 220 225 B 225 E 230 230A 235 235A 240 245 250 255 B 255 E 260 265 8 265 E 270 275 280 285 290 DX.000.003.000.037.000.010.010.004.004.004.025.032.000.003.000.015.000.006.000.006.000.003.000.057.000.010.013.014.014.014.014.014.012.000~021.034.034.034.033.021.037.004 DY.000.000.049.061.062.064.051.049.049.049.049.049.049.049.000.026.000.011.000.009.000.007.007.027.027.000.003.000.006.004.000.044.041.007.014.014.009.009 DZ.031.065.014.000.003.000.004.013.018.010.039.000.072.072.073.073.073.073.074.074.074.067.000.079.000.074.000.024.024.024.011.000.091.088.075.000.006.006.000 RX.002493.000614.000000.000701.002821.002733.002268.002589.002651.002729.002111.001552.001111.000211.001042.001 170.006017.006903.003943.000426.001406.000216.000983~000286.001013.001322.001289.001090.00094 1.000820.0007 14.000633.000589.000549.000573.000886.001082.003565.003752.004372.001745.001654'.002023.002056 RY.014762.00738 1.000000.000262.000524.000560.000501.001240.001623.002076.003033.003022.002130.001789.001539.001000.000819.000747.000660.000133.001492.000292.001817.000290.001065.000713.000993.002001.000433.002045.000483.001631.001943.001806.002658.002684.002747.000785.001072.001534.002293.005253.005208.005014 RZ.002553.000629.000000.000453.001824.001989.000894.001769.001762.001755.001 159.000766.001045.000166.000938.000068.000771.000577.000555.000912.000846.000784.000769.000829.000965.001078.001 109.000907.000189.001 136.000152.000591.000442.000590.000902.001095.001 134.000708.000770.001274.000952.001070.001459.001613 I/OINT DISPLACEMENTS FOR THE SEIS04 LOAD CASE ME 101/I 2 DATE 040182 PAGE 518 DISPLACEMENTS (IN)ROTATIONS (RAD)DATA PT TYPE/TITLE 290A 295 300 305 310 8 310 E 315 320 B 320 E 500 DX.040.000.012.009.009.010.010.007.002.000 DY.009.009.009.002.008.004.004.002.000 DZ.042.000.015.015.015.011.005.004.002.000 RX.000286.001776.001629.001601.001557.001 172.000627.000455.000247.000000 RY.003087.001369.001045.000988.000995.001016.000917.000789.000606.000000 RZ.000060.001527.001020.000728.000676.000384.000460.000554.000387.000000 o DIRECTION COSINES AND GLOBAL FORCES AND MOMENTS ME 101/I 2 DATE 040182 PAGE 519 TITLE SP-HCB-108 LINE PROJECT NUMBER: 8856 PROBLEM NUMBER: 5280 USER J.ABI SAMRA LOAD CASE: SEIS04 ELEMENT TYPE/TITLE FROM TO DIRECTION CDSINES COSAX COSAY COSAZ COSBX COSBY COSBZ COSCX COSCY COSCZ GLOBAL FORCES (LB)FX FY FZ MX MY MZ GLOBAL MOMENTS (FT-LB)5 TNGT 10 10 TNGT 15 15 TNGT 20 20 TNGT 25 25 TNGT 30 30 TNGT 35 35 TNGT 40 20 TNGT 45 B 45 8 BEND 45 M 45 M BEND 45 E 45 E TNGT 50 50 TNGT 55 55 TNGT 60 60 TNGT 65-.920.000-.920.000.391.391-.921-.921-.921.000-.921.000.000-1.000.000-1.000.000-1.000.000-1.000.000-1.000.000-1.000 .000-1.000.000-1.000.000 1.000.000 1.000.000 1.000.000.707.390.390.390.390.000.707-.707-.707.707.707.000 1.000.000 1.000.000.707.707.000.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000.000-1.000.000.000-1.000 .000.000-1.000.000.000-1.000.000.000-1.000.000.000-1.000.000.000.000-1.000 .000.000-1.000 .391.391.390.390.390.390 1.000 1.000.000'.000.920.920.921.921.921.921.000.000-1.000 .000.000-1.000 1.000.000 1.000.000.000.000-1.000.000.000-1.000.000.000-1.000 .000.000-1.000 .000.000 1.000.000.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000.000.000.000.000.000.000.000.000 1.000 1.000.000-.707.707 1.000.000-.707.000-1.000.707.000 1.000 1.000.000.000.000-1.000 .000-1.000.000-1.000.000-1.000 .000-1.000.000-1.000 1.000 1.000 1.000 1.000.000.707.000.707.000.000.707.707.000-1.000.000-1.000 .000 1.000.000.000.000 1.000.000.000 318 314 314 301 230 222 191 188 202 198 111 79 15 9 57 57 47 47 47 23 23 40 30 30 19 19 17 17 98 98 98 97 97 97 33 33 33 32 18 107 12 1 242 242 253 253 253 107 107 255 31 31 41 41 40 40 179 175 175 165 124 123 174 176 202 198 111 88 17 9 85 85 86 86 86 88 88 88 91 91 99 99 96 96 56 41 41 7 7 39 124 146 146 73 73 11 0 90 83 83 69 69 39 39 57 57 49 49 55 55 61 49 27 27 43 43 32 0 0 0 0 0 0 0 0 14 14 14 13 13 31 31 25 25 52 52 85 85 87 46 17 17 104 104 182 202 146 146 73 73 10 10 0 89 33 33 26 26 11 11 25 25 25 25 26 26 26 0 DIRECTION CDSINES AND GLOBAL FORCES AND MOMENTS ME 101/I2 DATE 040182 PAGE 520 ELEMENT TYPE/TITLE DIRECTION CDSINES GLOBAL FORCES (LB)GLOBAL MOMENTS (FT-LB)FROM TO COSAX CDSAY CDSAZ CDSBX COSBY COSBZ CDSCX CDSCY COSCZ FX FY FZ MY 65 70 70 75 TNGT TNGT 1.000 1.000 1.000 1.000.000-1.000 .000-1.000 .000-1.000 .000-1.000 1.000 1.000 1.000 1.000.000.000 201 223 125 69 57 57 94 47 182 194 61 50 50 98 87 140 140 140 26 18 18 18 75 TNGT 80 8 80 B BEND 80 M 80 M BEND 80 E.000.000.000.000.000.707.707 1.000 1.000 1.000 1.000.707.707.000.000-1.000.000-1.000 1.000 1.000.000 1.000.000-1.000.000.707-.707-1.000.000.707-.707-1.000.000.000-1.000 -1.000.000.000.000.000.000.000 224 228 228 232 232 236 65 65 65 66 66 66 410 414 414 418 418 422 98 114 114 79 79 38 140 62 62 7 7 34 18 18 18 15 15 82 80 E 85 85 90 TNGT TNGT.000.000 1.000 1.000 1.000 1.000.000.000.000.000.000.000.000.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 236 239 68 57 66 66 66 127 422 425 64 77 38 144 144 115 34 34 34 15 82 141 141 43 90 95 TNGT.000.000.000 1.000.000 1.000.000-1.000.000-1.000.000 1.000.000.000.000 1.000.000.000 19 19 146 146 49 49 115 144 15 17 43 43 95 TNGT 100 8 100 B 100 M BEND 100 M BEND 100 E.000.000.000.707.707 1.000 1.000 1.000 1.000.707 707 000.000-1.000.000-1.000 1.000 1.000.000 1:000.000-1.000.000.707-.707-1.000.707".707-1.000.000-1.000 -1.000.000.000.000.000.000.000 23 23 25 25 25 25 126 126 125 125 125 125 47 47 52 52 52 52 144 94 94 68 68 50 17 28 28 34 34 37 43 43"'3 41 41 34 100 E 105 105 110 TNGT TNGT 1.000 1.000.000 1.000.000 1.000.000.000.000 1.000.000 1.000.000 1.000.000 1.000 1.000 1.000 1.000 1.000.000.000 26 26 17 17 124 124 123 123 58 58 62 62 50 18 18 22 37 37 37 37 34 22 22 19 110 115 115 120 8 TNGT TNGT-1.000-1.000-1.000-1.000.000-1.000.000-1.000.000-1.000.000-1.000 .000.000.000 1.000.000 1.000.000 1.000.000 1.000 14 14 10 10 122 122 38 38 63 63 28 28 22 22 22 22 37 43 43 12 19 51 51 33 120 8 BEND 120 M 120 M BEND 120 E-1.000-.707-.707.000.000.000.000.707.000.707.000 1.000.000.707.707 1.000.000 1.000.000.707.707.000.000 1.000.000 1.000.000 1.000.000 1.000 18 18 18 18 31 31 31 31 22 20 20 18 12 19 19 19 33 29 29 28 DIRECTION CDSINES AND GLOBAL FORCES AND MOMENTS ME 101/I2 DATE 040182 PAGE 522 ELEMENT TYPE/TITLE DIRECTION CDSINES GLOBAL FORCES (LB)GLOBAL MOMENTS (FT-LB)FROM TO COSAX COSAY COSAZ COSBX COSBY COSBZ COSCX COSCY COSCZ FX FY FZ MX 175 180 B 180 8 180 M TNGT BEND.707.707.707.924.707.707.707.383.000-.707.000-.707.000.707.000.383.707.707-.707-.924 1.000 1.000-1.000-1.000.000.000 39 39 30 30 22 22 23 23 25 25 18 18 7 26 26 30 28 17 17 17 21 180 M BEND 180 E 180 E TNGT 185.000.924.000 1.000.383.000.000.383-.924-'I.000.000.000-1.000 -1.000 1.000 1.000.000 1.000.000'000.000 1.000.000 1.000.000.000.000 1.000.000.000 30 30 9 33 23 23 27 16 18 18 11 35 30 33 33 31 21 25 25 26 185 185A TNGT.000 1.000.000.000.000 1.000.1.000.000 1.000.000.000.000 1.000 1.000.000.000 26 7 16 37 34 6 31 13 1 3 26 14 185A TNGT 190.000 1.000.000.000 1.000.000.000.000 1.000.000.000 1.000 1.000 1.000 7 20 46 23 9 12 13 11 14 16 190 TNGT 190A 190A 195 195 200 200 205 TNGT TNGT TNGT 205 TNGT 205A 205A TNGT 210 1.000 1.000 1.000 1.000 1.000 1.000.000.000 1.000 1.000 1.000 1.000 1.000 1.000.000.000 1.000.000.000 1.000.000.000 1.000.000.000 1.000.000.000 1.000.000.000 1.000.000-1.000.000-1.000 .000-1.000 .000-1.000 .000-1.000.000-1.000 1.000.000 I.000.000 1.000.000 1.000.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 27 12 10 23 15 5 5 4 15 11 5 25 23 54 64 31 31 33 33 34 26 16 18 25 4 16 11 53 214 204 204 195 195 67 61 155 11 21 21 105 105 70 70 69 69 24 24 15 1 3 3 1 2 19 19 16 16 19 19 9 9 0 0 0 0 1 0 210 210A 2 10A 215 TNGT TNGT 1.000 1.000 1.000 1.000.000-1.000.000-I.000.000-1.000.000-1.000 1.000 1.000 1.000 1.000.000.000.000.000.000.000 23 22 25 32 5 16 19 7 155 53 44 100 15 27 27 7 16 37 37 36 0 1 1 0 215 TNGT 215A 1.000 1.000.000-'I.OOO .000-1.000 1.000 1.000 38 18 6 10 100 34 7 15 36 35 0 215A 220 TNGT 1.000 1.000.000-1.000.000-1.000 1.000 1.000 19 39 7 6 23 23 15 7 35 39 1 0 220 TNGT 225 8 1.000 1.000.000-1.000 .000-1.OQO 1.000 1.000 37 16 23 5 7 0 39 22 0 0 DIRECTION COSINES AND GLOBAL FORCES AND MOMENTS ME 101/I2 DATE 040182 PAGE 523 ELEMENT TYPE/TITI.E DIRECTION COSINES GLOBAL FORCES (LB)GLOBAL MOMENTS (FT-LB)FROM TD CDSAX CDSAY CDSAZ COSBX COSBY COSBZ'OSCX COSCY COSCZ FX FY FZ MY MZ 225 B BEND 225 M 225 M BEND 225 E 225 E TNGT 230 230 TNGT 230A 230A TNGT 235 235 TNGT 235A 235A TNGT 240 240 TNGT 245 245 TNGT 250 250 TNGT 255 8 255 B BEND 255 M 255 M BEND 255 E 255 E TNGT 260 260 TNGT 265 B 265 B BEND 265 M 265 M BEND 265 E 265 E TNGT 270.000.707.707 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000.000.000.000.000.707.707 1.000 1.000 1.000 1.000 1.000'I.000.924.924.707.707.707.000.000.000.000.000.000.000.000 1.000.707.707 1.000 1.000 1.000 1.000 1.000.707.707.000.000.383.383.707.707.707 1.000.707.000-.707.707 000-.707 000-1.000 1.000 1.000 1;000 1.000.000 1.000.000 1.000 1.000 1.000.000.000 1.000 1.000.000.000.000 1.000.000.000 1.000.000.000-1.000.000-1.000.000-1.000.000-1.000.000.000.707.000.000-.707.000-1.000.000 1.000.000 1.000.000 1.000.000 1.000.000-.383.000 1.000.000.924-.383-.707.000.000.924.707.000 1.000.000.000 1.000.000 1.000.000.000.707'.000-.707 1.000 1.000.000.000 1.000 1.000.000.000.000 1.000.000 1.000 1.000 1.000 1.000 1.000.000.000.000.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000.000.000.000-1.000.000-1.000.000-1.000 .000-1.000 1.000 1.000 1.000 1.000-.707-.707.000.000.707.707.000 1.000.000.000 1.000.000 16 13 13 12 12 31 31 41 63 63 85 85 108 108 130 130 143 215 74 32 30 30 30 53 53 49 49 3 4 5 5 9 1 0 0 5 6 6 4 22 8 11 11 41 37 31 37 37 35 35 30 30 21 21 29 22 22 34 40 40 40 43 43 47 38 12 12 14 14 16 16 17 0 0 0 0 0 0 0 1.1 1 8 18 22 26 26 24 24 44 44 58 58 54 54 55 55 36 36 35 35 90 90 26 26 20 20 24 24 38 38 20 20 18 18 17 17 9 0 0 0 6 16 16 7 7 16 16 10 10 5 8 8 8 15 DIRECTION CDSINES AND GLOBAL FORCES AND MOMENTS ME 101/I2 DATE 040182 PAGE 524.ELEMENT TYPE/TITLE FROM TO COSAX COSAY COSAZ COSBX COSBY CDSBZ DIRECTION CDSINES CDSCX COSCY CDSCZ GLOBAL FORCES (LB)FX FY FZ MX MY MZ GLOBAL MOMENTS (FT-LB)270 275 275 280 TNGT TNGT 1.000 1.000 1.000 1.000.000.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000.000.000 1.000.000.000 16 38 34 5 21 9 9 27 19 49 38 8 18 55 55 23 9 8 8 9 15 36 36 14 280 285 TNGT.000-1.000.000-1.000 1.000 1.000.000 1.000.000 1.000~000.000 34 34 38 38 23 13 9 11 14 14 285 290 TNGT 1.000 1.000.000.000 1.000 1.000 1.000 1.000.000.000 34 34 38 20 5 30 13 19 8 14 19 290 TNGT 290A 290A TNGT 295 1.000 1.000 1.000 1.000.000.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 29 20 20 29 20 39 43 29 29 17 20 30 19 35 35 21 8 11 11 8 19 35 35 21 295 300 300 305 TNGT TNGT.000.000 1.000 1.000.000-1.000.000-1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000.000 1.000.000.000.000 31 10 12 12 29 46 48 48 34 4 21 19 19 10 8 11 11 8 21 10 10 10 305 TNGT 310 8 310 B BEND 310 M 310 M BEND 310 E.000-.707-.707-1.000.000-1.000.000-1.000.000-1.000 .000-.707-.707.000.000~000.000.707-.707.000.000.707.000 1.000.000 1.000.000 1.000-1.000-.707 1.000 1.000.000.000.000 1.000.000 1.000.000.000 1.000.000 1.000.000 13 13 14 14 14 14 5 5 6 6 10 10 10 9 9 9 8 8 10 10 10 10 10 10 310 315 TNGT-1.000-'1.000.000-1.000.000-1.000.000.000 1.000.000.000 1.000 16 16 10 10 315 TNGT 320 8 320 B BEND 320 M 320 M BEND 320 E.000-.500-.500-.707 1.000 1.000 1.000.707.707.000.000.500.500.707-.707-.500.000.000.000".707-.500-.707.000-1.000 1.000 1.000.707.500.500~000.707.707.000.000 1.000 1.000.707.000.707.000.000.000.707.707.707.707 18 18 19 19 19 19 9 9 10 10 10 10 9 6 6 6 10 3 320 500 TNGT-.707-.707.707.707.000-1.000.000-1.000.707.707.707.707 20 20 10 10 8 20 7 9 STRESSES AND LOCAL FORCES AND MOMENTS ME 101/I2 DATE 040182 PAGE 527 ELEMENT TYPE/TITLE FROM TO FA LOCAL FORCES (LB)FB FC MA MB LOCAL MOMENTS (FT-LB)STRESS (PSI)STRESS FLEX.INT.FAC.IN (I)PLANE FACTOR CODE DUT AND PLANE CLASS 125 130 TNGT 50 50 39 39 14 14 28 24 69 80 6125.6890.1.300 1.000 1.000 1.000 1.000 SC374 1.000 2 130 130A 130A 135 TNGT TNGT 50 50 50 50 42 42 45 45 12 12 24 12 12 8 80 44 44 72 6890.3767.3767.5991.1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 SC374 1.000 2 1.000 SC374 1.000 2 135 135A TNGT 50 50 81 81 72 59 5991.4950.1.000 1.000 1.000 1.000 SC374 1.000 1.000 2 135A 137 137 138 137 140 140 140A 140A 145 145 145A 145A 150 TNGT TNGT TNGT TNGT TNGT TNGT TNGT 50 50 127 87 38 40 40 44 44 47 19 18 18 8 57 57 114 14 83 99 40 16 16 8 42 31 16 31 13 87 84 100 40 16 16 8 37 18 14 36 0 0 49 49 49', 49 49 49 12 0 64 60 60 3 38 27 27 36 59 148 104 0 63 59 59 3 49 43 43 14 4950.*12179.8624.0.8401.7954.7954.4019.4019.4057.5140.4173.4173.3175.1.000 1.000 1.000 1.300 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374'.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 150 155 155 160 160 165 165 170 170 175 175 180 8 TNGT TNGT TNGT TNGT TNGT TNGT 8 18 47 47 43 43 41 41 40 40 14 14 17 4 18 18 13 13 15 15 17 17 30 30 106 49 12 12 10 10 25 25 39 39 13 13 36 19 10 10 28 28 30 30 28 30 12 14 7 19 30 30 15 15 16 16 17 7 26 3175.1698.1698.2640.2640.2669.2669.2838.2838.2760.2754.2534.1.000 1.300 1.300 1.000 1.000 1.000 1.000 1.000 1.000 1.300 1.300 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 1.000 SC374 1.000 1.000 2 STRESSES AND LOCAL FORCES AND MOMENTS ME 101/I2 DATE 040182 PAGE 528 ELEMENT TYPE/TITLE FROM TO FA LOCAL FORCES (LB)FB FC LOCAL MOMENTS (FT-LB)STRESS (PSI MB)STRESS FLEX.INT.FAC.IN (I)PLANE FACTOR CODE DUT AND PLANE CLASS 180 B 180 M BEND 180 E 185 TNGT 185 185A 185A 190 190 190A 190A 195 TNGT TNGT TNGT TNGT 180 M BEND 180 E 13 18 18 23 27 16 16 37 46 23 23 54 64 31 26 23 23 18 11 35 34 6 9 12 4 16 11 53 30 30 30 30 9 33 26 7 7 20 27 12 10 23 13'1 3 12 20 20 25 25 26 26 14 14 16 16 19 19 9 26 30 30 33 33 31 31 13 13 11 11 21 21 105 2534.2971.297 1.3398.3398.3348.3348.1602.1602.1567.1567.2344.2344.8694.1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 SC374 1.000 1.000 2 195 200 TNGT 31 33 214 204 15 5 9 0 105 70 8694.5719.1.000 1.000 1.000 SC374 1.300 1.000 1.000 2 200 205 205 205A TNGT TNGT 204 195 195 67 33 34 26 16 15 11 0 0 0 1 2 19 70 69 69 24 5719.5700.5700.2526.1.300 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 SC374 1.000 2 1.000 SC374 1.000 2 205A 210 TNGT 61 155 18 25 5 25 1 0 19 16 24 15 2526.1771.1.000 1.000 1.000 SC374 1.000 1.000 1.000 2 210 210A 210A 215 215 215A 215A 220 TNGT TNGT TNGT TNGT 155 53 44 100 100 34 23 23 5 16 19 7 6 10 23 22 25 32 38 18 19 39 0 1 0 0 1 0 16 37 37 36 36 35 35 39 15 27 27 7 7 15~15 7 1771.3765.3765.2983.2983.3182.3182.3283.1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 1.000 SC374 1.000 1.000 2 220 TNGT 225 8 225 B BEND 225 M 23 5 5 15 16 4 37 16 0 0 0 0 39 22 0 1 7 0 22 26 3283.1833.,1833.2107.1.000 1.000 1.000 1.000 1.000 SC374 1.000 2 1.000 1.000 1.000 SC374 1.000 1.000 1.000 2 STRESSES AND LOCAL FORCES AND MOMENTS ME 101/I 2 DATE 040182 PAGE 529 225 M 225 E 225 E 230 BEND TNGT 230 230A TNGT 230A 235 235 235A TNGT TNGT 235A 240 TNGT ELEMENT TYPE/TITLE FROM TO FA 15 12 12 31 31 41 63 63 85 85 108 108 FC 4 11 0 5 0 41 37 31 37 37 35 Q5 30 30 LOCAL FORCES (LB)FB 0 0 0 0 0 1 24 44 44 58 58 54 54 55 55 36 26 24 6 16 16 7 7 16 16 10 LOCAL MOMENTS (FT-1.8)MC MB STRESS (PSI 2107.2008.2008.3636.3636.4954.4954.4491.4491.4723.4723.3119.1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000)STRESS FLEX.INT.FAC.IN (I)PLANE FACTOR CODE OUT AND PLANE CLASS 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 240 245 245 250 TNGT TNGT 130 130 29 22 21 21 143 215 5 5 36 35 35 90 10 5 31 19.2932.2932.7402.1.000 1.300 1.300 1.000'I.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 SC374 2 SC374 2 250 255 8 255 B 255 M TNGT BEND 22 34 40 28 30 42 74 32 90 26 26 20 7402.2236.2236.1699.1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 SC374 1.000 2 1.000 SC374 1.000 2 255 M 255 E 255 E 260 260 265 B BEND TNGT TNGT 28 53 53 49 49 3 42 43 43 47 38 12 24 38 38 20 20 24 1699.2099.2099.3193.3193.1917.1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 265 8 265 M BEND 12 12 20 18 1917.1783.1.000 1.000 1.000 SC374 1.000 1.000 1.000 2 265 M 265 E 265 E 270 270 275 BEND TNGT TNGT 8 13 13 16 21 9 12 10 4 22 19 49 10 11 16 38 17 9 15 36 18 17 9 22 18 55 1783.1663.1663.2015.2046.5447.1.000 1.000 1.000 1.300 1.300 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 STRESSES AND LOCAL FORCES AND MOMENTS ME 101/I 2 DATE 040182 PAGE 530 ELEMENT TYPE/TITLE FROM TO FA LOCAL FORCES (LB)FB FC LOCAL MOMENTS (FT-LB)STRESS (PSI)STRESS FLEX.INT.FAC.IN (I)PLANE FACTOR CODE DUT AND PLANE CLASS 27.5 280 280 285 TNGT TNGT 285 290 TNGT 290 290A 290A 295 295 300 TNGT TNGT TNGT 300 305 TNGT 305 310 B 310 8 310 M TNGT BEND 310 M BEND 310 E 310 E 315 TNGT 315 TNGT 320 8 320 B BEND 320 M 320 M BEND 320 E 9 27 38 20 20 39 43 29 29 46 4 4 6 11 11 14 16 16 6 11 11 12 38 8 38 38 5 30 29 17 20 30 34 4 48 48 14 11 11 6 12 8 34 5 34 34 34 34 29 20 20 29 31 10 12 12 13 13 18 18 17 17 17 17 14 14 8 8 11 11 8 8 11 10 10 ,10 10 10 8 (6 6 36 14 9 11 14 19 19 35 35 21 21 10 11 8 10 11 11 10 10 3 55 23 23 13 13 19 19 35 35.21 21 19 19 10 10 10 10 10 5447.2298.2298.1815.1815.2338.2338.4189.4189.2542.2542.1955.1955.1327.1327.1310.1310.1301.1301.1254.1254.1227.1227.758.760.769.769.990.1.000 1.300 1.000 1.000 1.000 SC374 1.000 2 1.000 1.000 SC374 1.000 1.000.2 1.300 1.300 1.300 1.000 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.300 1.000 1.000 1.300 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.300 1.000 1.000 1.000 1.000 1.300 1.000 1.000 1.000 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 1.000 1.000 1.000 1.000 1.000 SC374 1.000 1.000 2 1.000 1.000 SC374 1.000 1.000 2 1.000 1.000 1.000 SC374 1.000 1.000 1.000 2 320 E 500 TNGT 12 12 18 18 8 20 7 10 990.1897.1.000 1.000 1.000 1.000 1.000 SC374 1.000 2 AT THE MEMBER END 20 OF ELEMENT FROM 20 TO 25 1, MAX'TRESS (PSI)IS 19525. EFFECTIVE ACCELERATIONS ME 101/I 2 DATE 040182 PAGE 531 TITLE PROJECT NUMBER PROBLEM NUMBER USER LOAD CASE SP-HCB-108 LINE 8856 5280 J.ABI SAMRA SE I SUP EARTHQUAKE COMPONENT: X+Y+Z RESULTS OF MODAL SYNTHESIS EFFECTIVE ACCELERATIONS (G'S)DATA PT GLOBAL-X GLOBAL-Y GLOBAL-Z RESULTANT 5 10 15 20 25 30 35 40 45 B 45 E 50 55 60 65 70 75 80 B 80 E 85 90 95 100 8 100 E 105 110 115.000.016.163.245.601 1.596 3.519 5.687 2.479 3.157 3.026 1.914.310.000.973 1.652 1.737.704 5.863 2.526 1.953 1.261.000.922.922.000.084.720 1.201 1.203 1.205 1.206 1.206 1.195.394.000 1.696.524.000 2.107 4.197 4.659 5.212 5.211 5.201.000.816 1.159 1.158 1.157.000.000.038.388.583.255.550 1.665 2:964'.625 2.183 2.183 2.181 1.216 1.216 1.216 1.214 1.213.457.000 2.193 2.193 2.192 1.847.978.500.000.093.834 1.358 1.369 2.074 4.076 6.525 3.196 3.858 3.731 3.361 1.360 1.216 2.621 4.671 5.118 5.279 5.211 8.138 3.345 3.047 2.519 1.515 1.562.922 EFFECTIVE ACCELERATIONS ME 101/I 2 DATE 040182 PAGE 532 EFFECTIVE ACCELERATIONS (G'S)DATA PT GLOBAL-X GLOBAL-Y GLOBAL-Z RESULTANT 120 B 120 E 125 130 130A 135 135A 137 138 140 140A 145.145A 150 155 160 165 170 175 180 8 180 E 185 185A 190 190A 195 200 205 205A 210 210A 215 215A 220 225 8 225 E.922.788.219.000.389.000.908.992 5.970.000.357.000 1.157.328.331.335.335.335 1.499 1.785.692 1.157.000.687.000.976.000 2.268.925.000.821.929 3.574 3.367.020.020.018.017.015.014 1.194.010.005.000.002.004.004 1.870 2.141 2.157 2.166 1.728 1.715 1.711 1.708 1.705 1.700 1.695 1.693 1.241.000 1.820.000.969.000 1.235 1.294.510.594.593.000.732.000 1.166 1.264 1.265.000.507.000 1.054.000.227.000.165.000.255 1.078'1.413.000.657.000 1.528.000 1.981 1.983 1.988 1.992 1.997 2.001 2.005 2.007 2.007 1.847 3.726 3.509.632.020.829.017 1.478 1.607 6.218.010.620.000 1.565.004.399 1.899 2.173 2.183 2.206 2.529 2.850 1.711 1.957 1.705 2.562 1.695 2.694 1.983 2.538 1.992 3.527 2.001 2.411 2.007 2.496 2.439 EFFECTIVE ACCELERATIONS NE 101/I2 DATE 040182 PAGE 533 EFFECTIVE ACCELERATIONS (G'S)DATA PT GLOBAL-X GLOBAL-Y GLOBAL-2 RESULTANT 230 230A 235 235A 240 245 250 255 B 255 E 260 265 B 265 E 270 275 280 285 290 290A 295 300 305 310 8 310 E 315 320 B 320 E 500.927.920.910.895.877.854.710 1.016 1.017 1.018.971.895.000 1.246.162.000 1.533.439.364.363.428.428.304.094.000.000.853.000.788.000.170.000.338.224.000 1.783 1.583.669.669.665.393.393.390.386.384.000.071.346.199.199.086.000.000 2.148.000 1.920.000 1.003 1.002 1.000.453.000 2.155 2.151 2.179.000.203.203.000 1.420.000.579.579.579.400.177.155.094.927 2.488.910 2.260.877 1.328 1.002 1.272 1.135 1.017 2.976 2.842 2.448.669 1.427.471.393 2.126.386.822.684.687.681.504.395.159.000 e ACTIONS DN SUPPORTS AND ANCHORS TITLE SP-HCB-108 LINE PROJECT NUMBER: 8856 PROBLEM NUMBER: 5280 USER J.ABISAMRA LOAD CASE: SEISUP ME 101/I 2 DATE 040182 PAGE 534 DATA TYPE PT TITLE FX GLOBAL FORCES (LB)FY FZ MX GLOBAL MOMENTS (FT-LB)MY MZ 5 ANC 25 RAD 50 RAD 65 RAD 65 RAD 85 RAD 85 RAD 95 RAD 105 RAD 115 RAD 115 RAD 130 RAD, 130 RAD 135 RAD 135 RAD 140 RAD 140 RAD 145 ANC 150 RAD 150 RAD 160 RAD 170 RAD 185 RAD 185 RAD 190 RAD 190 RAD 195 RAD 195 RAD 205 RAD 205 RAD 210 RAD 210 RAD 215 RAD 215 RAD 220 RAD 92.49.0.67.0.96.0.0.57.0.0.20.0.43.0.120.0.23.21.0.0.0.6.0.5.0.5.0.3.0.7.0.13.0.10.71.0.106.0.184.0.0.378.0.166.0.0.0.0.0.0.0.41.0.0.0.0.0.0.0.0.0.0.0.105.0.33.0.14.0.66.115.0.0.0.0.143.0.0.0.90.0.51.0.30.0.29.10.0.4, 5.8.0.13.0.32.0.114.0.0.0.0.0.0.0.48.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.15.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.40.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.68.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.32.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.31.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.

ACTIONS ON SUPPORTS AND ANCHORS ME 101/12 DATE 040182 PAGE 535 DATA PT 220 230 230 235 235 240 240 250 250 260 260 275 275 290 290 295 295 305 SOO TYPE TITLE RAD RAO RAO RAD RAO RAO RAD RAO RAD RAD RAD RAD RAD RAO RAO RAD RAD RAD ANC FX 0.0.0.0.0.0.0.0.0.0.12.0.12.0.9.0.0.GLOBAL FORCES (LB)FY 9.7.0.7.0.6.0.0.9.6.0.0.0.0.0.0.'.24.2.FZ 0.0.13.0.17.0.13.0.0.0.15.0.26.0.11.0.7 0.3.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.-3.GLOBAL MOMENTS (FT-LB)0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.6.MZ 0.0.0.0.0.0.0.0 0.0.0.0.0.0.0.0.0.0.3. ACTIONS ON SUPPORTS AND ANCHORS TITLE SP-HCB-108 LINE PROJECT NUMBER: 8856 PROBLEM NUMBER: 5280 USER J.ABI SAMRA LOAD CASE: SEISUP ME101/I2 DATE 040182 PAGE 536 DATA PT TYPE TITLE LOCAL FORCES (LB)FA FB FC LOCAL MOMENTS (FT-LB)MA MB COS AX COS AY COS AZ DIRECTION COSINES COS COS COS COS COS COS BX BY BZ CX CY CZ 5 25 50 65 65 ANC RAD RAD RAD RAD 92 125 106 67 184 71 0 0 0 0 66 0 0 0 0 48 0 0 0 0 40 0 0 0 0 32 0 0 0 0 1.00.391.000 1.00.000.000.000.000.920 1.00.000.000.000 1.00.000.000 1.00.000.000.000 1.00 85 85 95 105 115 RAD RAD RAD RAD RAD 96 143 378 57 166 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1.00.000 1.00.000 1.00.000 1.00 1.00.000.000 115 130 130 135 135 140 140 145 150 150 RAD RAD RAD RAD RAD RAD RAD ANC RAD RAD 90 20 51 43 30 120 29 23 21 4 0 0 0 0 0 0 0 41 0 0 0 0 0 0 0 0 0 10 0 0 0 0 0 0 0 0 0 15 0 0 0 0 0 0 0 0 0 68 0 0 0 0 0 0 0 0 0 31 0 0.000 1.00.000 1.00.000 1.00.000 1.00 1.00.000 1.00.000 1.00.000.000.000 1.00.000.000.000.000.000 000 1.00.000.000.000 1.00 160 170 185 185 190 RAD RAD RAD RAD RAD 5 8 6 13 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.000.000 1.00.000 1.00~000.000.000.000.000 1.00 1.00 1.00 190 195 195 205 205 RAD RAD RAD RAD RAD 32 5 114 3 105 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.000.000 1.00 0 1.00.000.000 0.000.000 1.00 0 1.00.000.000 0.000 1.00.000 210 210 215 215 220 RAD RAD RAD RAD RAD 7 33 13 14 10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1.00.000 1.00.000 1.00.000 1.00.000 1.00.000.000.000.000.000.000 ACTIONS ON SUPPORTS AND ANCHORS ME 101/I2 DATE 040182 PAGE 537 DATA TYPE TITLE PT 220 RAD 230 RAD 230 RAD 235 RAD 235 RAD FA FB 9 7 13 7 17 0 0 0 0 0 LOCAL FORCES (LB)FC 0 0 0 0 0 MA 0 0 0 0 0 0 0 0 0 0 LOCAL MOMENTS (FT-LB)DIRECTION COSINES MC COS CDS COS COS COS COS CDS COS COS AX AY AZ BX BY BZ CX CY CZ 0.000 1.00.000 0.000 1.00.000 0.000.000 1.00 0.000 1.00.000 0.000.000 1.00 240 RAD 240 RAD 250 RAD 250 RAD 260 RAD 6 13 56 9 6 0 0 0 0 0 0 0 0 0 0 0 t0 0 0 0 0'0 0 0 0.000 1.00.000 0.000.000 1.00 0 1.00.000.000 0.000 1.00.000 0.000 1.00.000 260 RAD 275 RAD 275 RAD 290 RAD 290 RAD 15 12 26 12 11 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.000 0 1.00 0.000 0 1.00 0.000.000.000.000.000.000 1.00 1.00 1.00 295 RAD 295 RAD 305 RAD 500 ANC 9 7 24 6 0 0 0 2 0 0 0 3 0 0 0 3 0 0 0 6 0 1.00.000.000 0.000.000 1.00 0.000 1.00.000 3 1.00.000.000.000 1.00.000.000.000 1.00 JOINT DISPLACEMENTS FOR THE SEISUP LOAD CASE TITLE SP-HCB-108 LINE PROJECT NUMBER: 8856 PROBLEM NUMBER: 5280 USER J.ABI SAMRA LOAD CASE: SEISUP ME 101/I2 DATE 040182 PAGE 538 DISPLACEMENTS (IN)ROTATIONS (RAD)DATA PT TYPE/TITLE 5 10 15 20 25 30 35-40 45 B 45 E 50 55 60 65 70 75 80 8 80 E 85 90 95 100 B 100 E 105 110 115 120 B 120 E 125 130 130A 135 135A 137 138 DX.000.001.008.012.033.087.188.302.130.159.151.093.017.048.086.094.039.000.295.115.077.047.035.035.035.031.008.018.000.052.060.385 DY.000.002.010.040.040.040.040.040.040.013.000.065.023.000.090.180.200.222.222.222.000.033.044.043.043.000.101.091.000.000.000.017 DZ.000.002.020.030.014.018.058.105.083.107.107.107.045.045.045.045.045.017.000.040.040.040.034.020.018.000.014.016.016.000.019.022.021.021.000000.001236.003509.004016.004654.005442.006045.006139.004525.005634.005608.004615.007159.008185.009060.005701.005028.005768.005513.0094 10.008090.003498.002247.002938.002953.002835.004381.005021.003795.002807.000465.001232.000847.001187.001744 RY.000000.000796.0014 10.000540.000540.000540.000540.000540.002220.003477.003805.00560'I.005708.005407.004 188.002482.002306.003113.003644.009508.010176.009409.007395.005066.003624.002267.000794.001229.003085.004306.009899.015707.021559.027425.030544 RZ.000000.000505.003191.008761.011342.013183.014498.014688.008856.008988.009024.009553.010670.010851.011516.012460.012808.012994.012570.007203.004760.004903.005625.006488.007055.006671.003149.002596.001665.001520.000198.002182.002398.002401.002401 JOINT DISPLACEMENTS FOR THE SEISUP LOAD CASE ME 101/I2 DATE 040182 PAGE 539 DI SPLACEMENTS (IN)ROTATIONS (RAD)DATA 140 140A 145 145A 150 155 160 165 170 175 180 B 180 E 185 185A 190 190A 195 200 205 205A 210 210A 215 215A 220 225 B 225 E 230 230A 235 235A 240 245 250 255 B 255 E 260 265 8 265 E 270 275 280 285 290 PT TYPE/TITLE DX.000.020.000.017.000.007.007.007.007.007.011.012.000.004.000.006.000.003.000.005.000.011.013.006.008.008.008.007.007.007.007.000.019.027.027.027.027.021.000.012.001.000 DY.000.000.000.000.000.000.045.057.056.056.051.050.050.050.050.050.050.050.030.017.027.049.051.020.000.012.000.004.000.008.005.000.054.050.011.011.011.003.003 DZ.007.012.003.000.001.000.002.008.010.010.042.000.060.060 r..060.060.060.060.060.060.061.056.036.027.000.015.015.015.007.000.076.077.076.000.003.003.000 RX.001027.000253.000000.000137.000550.000542.000604.000909.000938.000972.000728.000510.000403.000286.001411.000886.004995.006247.004352.000709.001501.000275.000769.000321.001562.002150.002099.001811.001503.001210.000935.000706.000578;000549.000686.001040.001261.003992.004 185.004456.002955.001385.001243.001115 RY.020569.010284.000000.000054.000108.000115.000121.000328.000430.000554.000818.0008 14.000560.000474.000424.000384.000370.000375.000357.000038.000459.000068.000435.000092.000379.000595.001182.001835.000220.001130.000176.000928.000928.001251.001598.001697.001758.00081 1.00074 1.000923.001025.001631.001610.001554 RZ.003279.000808.000000.000314.001265.001487.001 156.000520.000525.000515.000340.000249.000277.000049.000286.000028.000335.000332.000342.000410.000520.000707.000910.001208.001512.001707.001765.001251.000194.000625.000104.000268.000413.000628.001102.001331.001361.000677.000666.000990.000899.000348.000417.000447 I/OINT DISPLACEMENTS FOR THE SEISUP LOAD CASE ME 101/I2 DATE 040182 PAGE 540 DISPLACEMENTS (IN)ROTATIONS (RAD)DATA PT TYPE/TITLE DX DY.OZ RX RY RZ 290A 295 300 305 310 B 310 E 315 320 B 320 E 500.010.003.002.002.003.003.002.001.003.003.003.000.001.003.002.002.001.000.014.000.005.005.005.003.001.001.001.000.000228.000563.000614~000630.000615.000470.000260.000186.000100.000000.000994.000498.000396.000374.000373.000371.000330.000278.000200.000000.000028.000411.000290.000218.000206.000140.000159.000175.0001 19.000000 DIRECTION COSINES AND GLOBAL FORCES AND MOMENTS TITLE SP-HCB-108 LINE PROJECT NUMBER: 8856 PROBLEM NUMBER: 5280 USER J.ABI SAMRA LOAD CASE: SEISUP ME 101/I 2 DATE 040182 PAGE 541 ELEMENT TYPE/TITLE FROM TO DIRECTION COSINES COSAX COSAY COSAZ COSBX COSBY COSBZ COSCX COSCY COSCZ GLOBAL FORCES (LB)FX FY FZ GLOBAL MOMENTS (FT-LB)MX MY MZ 5 TNGT 10 10 TNGT 15 15 TNGT 20 20 TNGT 25 25 TNGT 30-.920.000-.920.000-.921.000-.921.000-.921.000-.921.000.000-1.000 .000-1.000.000-'I.000.000-1.000.391.391.390.390.390.390.000.000.000-1.000 .000.000-1.000 .000.000-1.000 .000.000-1.000.000.000-1.000.000.000-1.000 .000.000.000-1.000 .000.000-1.000.391.391.390.390.390.390 1.000 1.000.000.000.920.920.921.921.921.921 000 000.000.000-1.000 1.000.000.000.000.000-1.000 1.000'...000.000 92 92 92 92 95 95 91 91 127 127 71 71 71 71 69 69 57 57 66 66 66 66 59 59 86 86 56 56 48 37 37 15 15 26 51 53 53 32 40 27 27 11 32 16 16 80 30 80 135 0 145 0 113 0 113 0 66 30 TNGT 35 35 TNGT 40 20 TNGT 45 8 45 B BEND 45 M 45 M BEND 45 E 45 E TNGT 50 50 TNGT 55 55 TNGT 60 60 TNGT 65.000 1.000.000 1.000.000 1.000.000.707.000.707.000.707.707.000.000 1.000.000.000 1.000 000.000 1.000.000.000 1.000.000.000 1.000-.707.000-.707.000.707.707.000.000 1.000.000.000 1.000.000-1.000'000.000-1.000.000.000-1.000 .000-1.000.000.000-1.000 .000.000-1.000 1.000 1.000.000.000 1.000.000-.707.707 1.000 1.000.000-.707.000-1.000.000-1.000.000-1.000 .000-1.000.000-1.000.000-1.000.000-1.000 .000-1.000.000-1.000.707.000.000 1.000 1.000 1.000 1.000 1.000 1.000~707.707 1.000 1.000.000.000-1.000 1.000.000.000-1.000 1: 000.000.000 1.000 1.000.000.000 1.000 1.000.000.000.000.000.707.707 93 93 16 16 20 20 17 17 17 17 16 16 15 15 15 15 15~15 30 30 114 114 117 117 117 117 117 117 35 35 33 33 32 32 45 45 42 42 46 46 46 46 48 48 51 51 58 58 59 59 5 0 34 42 0 0 30 30 10 0 48 33 42 39 30 30 33 30 39 19 19 24 24 51 51 83 83 91 30 31 31 32 32 35 35 47 47 50 30 29 29 29 29 29 29 21 21 21 32 0 66 5 0 10 DIRECTION COSINES AND GLOBAL FORCES AND MOMENTS ME101/I2 DATE 040182 PAGE 542 ELEMENT TYPE/TITLE DIRECTION CDSINES GLOBAL FORCES (LB)GLOBAL MOMENTS (FT-LB)FROM TO COSAX COSAY CDSAZ COSBX COSBY COSBZ CDSCX CDSCY COSCZ FX FY FZ MY 65 70 70 75 TNGT TNGT 1.000 1.000.000 1.000.000 1.000.000-1.000.000-1.000.000-1.000.000-1.000 1.000 1.000 1.000 1.000.000.000 58 58 27 27 154 154 46 46 60 60 104 104 91 53 53 91 50 47 47 38 21 21 21 21 80 E 85 TNGT 75 TNGT 80 B 80 8 BEND 80 M 80 M BEND 80 E.000.707.000 1.000.000 1.000.000 1.000.707.000 1.000.000'.000.000 1.000.707.707.000-1.000.000-1.000.000 1.000.000.707.000.707.000-.707-.707.000.000.000.000 1.000 1.000.000.000-1.000 1.000 1.000-1.000-1.000-1.000-1.000 1.000 1.000.000.000.000.000.000.000 86 86 88 88 88 88 89 89 175 175 181 181 181 181 187 187 162 162 163 163 163 163 164 164 91 46 46 33 33 18 18 47 38 15 15 23 23 33 33 33 21 21 21 16 16 27 27 47 85 90 90 95 95 100 8 TNGT TNGT TNGT.000 1.000.000.000 1.000.000.000.000 1.000.000.000 1.000.000..000 1.000.000.000 1.000.000-1.000.000-1.000.000-1.000 .000-1.000 1.000 1.000.000.000 1.000 1.000.000.000 1.000.000 1.000.000.000.000 1.000.000.000 1.000.000.000 17 17 31 31 36 36 207 207 236 236 143 143 63 63 64 64 65 65 47 173 173 202 202 133 33 33 33 18 18 36 47 44 44 44 44 44-100 B BEND 100 M 100 M BEND 100 E.000.000.000 1.000.707.707.000.707.707.000 1.000.000.000.000.000.000 000 707.000-.707-1.000-1.000.707-.707-1.000.000-1.000 -1.000.000.000 38 38 38 38 145 145 145 145 67 67 67 , 67 133 85 85 51 36 47 47 52 44 40 40 32 100 E 105 105 110 TNGT TNGT.000 1.000.000 1.000.000 1.000.000 1.000.000.000.000..000.000.000 1.000 1.000 1.000 1.000 1.000.000.000 1.000.000.000 1.000 1.000 38 38 26 26 146 146 148 148 68 68~69 69 51 9 9 24 52 52 52 52 32 24 24 24 110 115 115 120 8 TNGT TNGT-1.000-1.000-1.000-1.000.000.000.000.000.000-1.000-1.000-1.000-1 000 000.000.000 1.000.000.000 1.000.000 1.000.000 1.000 26 26 27 27 149 149 19 19 69 69 32 32 24 24 24 24 52 51 51 14 24 53 53 23 120 B BEND 120 M 120 M BEND 120 E-1~000-.707-.707.000.000.707.000 1.000.707 1.000.000.000.000.000.707.707 1.000.707.707.000 1.000.000 1.000.000 1.000.000 1.000 27 27 27 27 24 24 24 24 33 33 33 33 24 21 21 14 14 20 20 22 23 16 16 13 DIRECTION COSINES AND GLOBAL FORCES AND MOMENTS ME 101/I 2 DATE 040182 PAGE 543 ELEMENT TYPE/TITLE DIRECTION COSINES GLOBAL FORCES (LB)GLOBAL MOMENTS (FT-LB)FROM TO COSAX COSAY COSAZ COSBX COSBY COSBZ COSCX COSCY COSCZ FX FY FZ MX 120 E 125 125 130 TNGT TNGT 1.000 1.000 1.000 1.000.000-1.000.000-1i 000 1.000 1.000 1.000 1.000 1.000 1.000 28 28 28 28 32 32 32 32 34 34 35 35 14 38 38 49 22 49 49 49 13 13 13 11 130 130A TNGT 1.000 1.000;000.000 1.000 1.000 1.000 1.000.000.000.000.000 9 9 32 32 18 18 49 22 49 49 11 20 130A 135 135 135A TNGT TNGT.000.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000.000.000.000.000 8 8 36 36 32 32 32 32 20 20 16 16 22 17 17 14 49 49 49 49 20 31 31 26 135A 137 TNGT.000 1.000.000 1.000.000.000 1.000 1.000 1.000 1.000.000..000.000.000 33 33 32 32 12 12 14 30 49 49 26 78 137 138 137 140 140 140A TNGT TNGT TNGT.000'.000.000 1.000.000 1.000.000 1.000 1.000 1.000.000-1.000.000-1.000 1.000 1.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000 1.000~000 1.000 1.000.000.000.000 127.127 100 100 20 20 26 17 39 39 39 39 27 20 24 24 5 5 23 0 18 16 16 6 117 0 68 68 68 68 0 0 78 55 55 15 140A 145 145 145A TNGT TNGT.000.000 1.000 1.000 1.000 1.000.000.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000.000.000 22 22 39 39 10 10 8 8 6 6 6 10 10 8 68 68 0 0 15 29 13 10 145A 150 TNGT 1.000 1.000 1.000 1.000 1.000 1.000.000.000 9 9 3 3 0 0 10 12 150 155 155 160 160 165 165 170 170 175 TNGT TNGT TNGT TNGT TNGT 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000.000.000.000.000.000.000 1.000 1.000 1.000 1.000 1.000 1.000.000.000.000 1.000.000 1.000 1.000 1.000 1.000 1.000.000.000.000.000.000.000.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000 15 15 14 14 13 13 12 12 12 12 9 9 9 9 5 5 13 13 3 3 2 2 2 2 2 2 2 2 0 0 0 2 2 7 7 8 8 8 12 9 9 14 14 7 7 5

DIRECTION COSINES AND GLOBAL FORCES AND MOMENTS ME 101/I 2 DATE 040182 PAGE 544 ELEMENT TYPE/TITLE DIRECTION COSINES GLOBAL FORCES (LB)GLOBAL MOMENTS (FT-LB)FROM TO COSAX COSAY COSAZ COSBX CDSBY COSBZ COSCX COSCY COSCZ FX FY FZ MY 175 TNGT 180 8 180 B BEND 180 M 180 M BEND 180 E 180 E TNGT 185 185 TNGT 185A.707.707.707.924.924 1.000.000 1.000.000 1.000 1.000 1.000.707.707.707.383.383.000.000-.707.000-.707.000.707.000.383.707.707-.707-.924 1.000 1.000-1.000-1.000.000.000 1.000.000.000 1.000 1.000 1.000.000.383-.924-1.000.000.000-1.000-1.000.000.000 1.000 1.000.000.000 1.000 1.000.000.000.000.000 16 16 19 19 19 19 29 29 42 42 6 6 2 10 10 12 12 13 13 9 8 0 0 185A 190 TNGT-1.000 1.000.000.000.000.000 1.000 1.000.000.000 1.000 1.000.000.000 51 51 9 22 190 190A 190A 195 TNGT TNGT 1.000 1.000.000.000 1.000.000.000 1.000.000 1.000.000.000.000 1.000.000 1.000.000.000.000 1.000 1.000.000.000 1.000.000.000 1.000.000.000 1.000.000.000 61 61 70 70 25 25 17 17 22 31 31 66 195 TNGT 200.000.000 1.000 1.000.000.000.000 1.000 1.000.000.000.000 1.000 1.000 77 77 97 97 66 19 200 205 205 205A TNGT TNGT 205A TNGT 210 210 210A TNGT 210A TNGT 215 215 215A TNGT 215A TNGT 220 220 TNGT 225 8.000.000.000.000.000.000 000 000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000.000-1.000 .000-1.000.000-1.000.000-1.000 .000-1.000.000-1.000.000-1.000.000-1.000 .000-1.000.000-1.000.000-1.000 .000-1.000.000-1.000.000-1.000 .000-1.000.000-1.000.000.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000.000.000.000.000.000.000.000.000.000.000.000.000 81 81 25 25 29 29 6 6 93 93 87 87 78 78 67 67 54 54 39 39 21 21 19 73 73 32 32 17 17 13 13 11 11 12 12 1 4 11 11 8 5 15 DIRECTION COSINES AND GLOBAL FORCES AND MOMENTS ME 101/I2 DATE 040182 PAGE 545 ELEMENT TYPE/TITLE DIRECTION COSINES GLOBAL FORCES (LB)GLOBAL MOMENTS (FT-LB)FROM TO COSAX COSAY COSAZ COSBX COSBY CDSBZ COSCX COSCY COSCZ FX FY FZ MX MY MZ 225 B BEND 225 M 225 M BEND 225 E.000.707.707 1.000 1.000.707.707.000 1.000.707.707.000.000.000.000-.707.000-.707.000-1.000.000.000 1.000 1.000 1.000 1.000.000.000 15 17 17 17 225 E 230 230 230A 230A 235 235 235A 235A 240 TNGT TNGT TNGT TNGT TNGT 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000.000.000.000.000.000.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000.000.000.000.000.000.000.000.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 10 10 15 15 22 22 29 29 36 36 10 10 7 7 9 9 17 12 12 20 20 14 14 16 16 9 2 10 10 10 10 6 240 245 245 250 TNGT TNGT 1.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000.000-1.000.000-1.000.000.000 1.000 1.000 1.000 1.000 43 43 47 47 10 10 9 21 21 20 250 255 B TNGT.000.000 1.000.000.000 1.000.000-1.000.000-1.000 1.000 1.000 14 14 6 6 20 12 255 B BEND 255 M 255 M BEND 255 E.000.707.707 1.000 1.000.707.707.707.000-.707.000-1.000 1.000.000.000.707.000-.707 1.000 1'.000 1.000 1.000 12 12 12 12 12 12 12 12 12 12 12 11 255 E 260 TNGT 1.000 1.000.000 1.000.000 1.000.000.000 1.000 1.000 13 13 11 12 260 TNGT 265 B 265 B BEND 265 M 265 M BEND 265 E 1.000 1.000 1.000.924.924.707.000.000.000.383.383.707.000 1.000.000 1.000.000-.383-.383-.707.000 1.000.000.924.924.707.000.000.000-1.000.000-1.000.000-1.000.000-1.000 1.000 1.000 6 6 9 9 9 9 12 18 18 17 17 15 265 E 270 TNGT.707.707.707.707.000 1.000.000 1.000-.707-.707.707.707 12 12 12 12 15 2 O~DIRECTION COSINES AND GLOBAL FORCES AND MOMENTS ME 101/I 2 DATE 040182 PAGE 546 ELEMENT TYPE/TITLE FROM TO COSAX COSAY CDSAZ COSBX COSBY CDSBZ DIRECTION CDSINES COSCX COSCY COSCZ GLOBAL FORCES (LB)FX FY FZ MX MY MZ GLOBAL MOMENTS (FT-LB)270 TNGT 275 275 TNGT 280 280 TNGT 285 285 TNGT 290 290 TNGT 290A 290A TNGT 295 295 TNGT 300 300 TNGT 305 305 TNGT 310 B 310 B BEND 310 M 310 M BEND 310 E 310 E TNGT 315 315 TNGT 320 B 320 B BEND 320 M 320 M BEND 320 E 320 E TNGT 500.000 1.000.000.000 1.000.000.000 1.000.000.000 1.000.000.000.000-1.000.000.000-1.000.000 1.000.000.000 1.000.000.000 1.000.000.000 1.000.000.000 1.000.000.000 1.000.000.000 1.000.000.000 1.000.000.000.000.000" 1.000.000-1.000-1.000.000-1.000.000.000 1.000.000 1.000.000 1.000-.500.707-.500.707-.707.000-.707.000-.707.000.707.707.707.000.000-1.000 ~000.000-1.000.000.000-1.000 -.707.000-.707-.707.000-.707-1.000.000.000 1.000 1.000.000.000.000.000 1.000 1.000 1.000 1.000.707.500.000-.707-.500-.707.000-1.000.000-1.000.000-1.000.000.707.707.000.000-1.000.000-1.000 .000.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000.000.000.000 1.000.000 1.000.000.000 1;000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000.000.000.000.000.000.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000.000.000.000.000.000.000.000.707.707 1.000.000 1.000.000 1.000.000 1.000.000 1.000.000.000 1.000.000.000 1.000 1.000 1.000 1.000 1.000.000.000.707.707.500.000.707.707.707.707.000.707.000.707.707.707.707.707.000.500.707.000 10 10 2 2 9 9 9 9 5 5 5 5 3 3 3 3 4 4 5 5 5 5 13 13 16 16 20 20 20 20 21 21 22 22 23 23 24 24 2 2 2 2 2 2 2 2 19 19 7 7 7 7 6 6 7 7 2 2 2 2 3 3 3 3 3 3 3 3 6 31 31 6 6 11 13 13 10 10 8 8 8 8 3 3 3 3 3 3 3 3 3 3 2 2 2 2 3 3 3 3 3 3 3 3 2 2 2 2 2 2 2 2 2 8 9 9 4 4 9 9 4 4 3 3 3 3 3 3 3 3 3 3 3 3 1 1 2 2 2 4 STRESSES AND LOCAL FORCES AND Moh1ENTS TITLE SP-HCB-108 LINE PROJECT NUMBER: 8856 PROBLEM NUMBER: 5280 USER J.ABI SAMRA LOAD CASE: SEISUP ME 101/I 2 DATE 040182 PAGE 547 ELEMENT TYPE/TITLE FROM TO FA LOCAL FORCES (LB)FB FC MA MC LOCAL MOMENTS (FT-LB)STRESS (PSI)STRESS FLEX.INT.FAC.IN (I)PLANE FACTOR CODE DUT AND PLANE CLASS 5 TNGT 10 10 TNGT 15 15 TNGT 20 20 TNGT 25 25 TNGT 30 30 TNGT 35 35 TNGT 40 20 TNGT 45 B 45 8 BEND 45 M 45 M BEND 45 E 45 E TNGT 50 50 TNGT 55 55 TNGT 60 60 TNGT 65 65 TNGT 70 110 110 110 110 109 109 57 57 56 56 30 30 114 114 117 111 111 46 48 48 51 51 39 39 59 59 60 60 71 71 71 71 69 69 86 86 56 56 45 45 42 42 46 59 59 117 117 117 35 35 33 33 32 32 154 154 31 31 31 31 22 22 91 91 127 127 93 93 16 16.20 20 17 17 17 17 16 16 15 15 46 46 15 15 58 58 36 36 36 36 36 36 0 0 0 0 0 0 0 0 30 30 30 24 24 29 29 29 29 29 54 54 21 21 21 21 40 27 27 11 11 30 145 113 113 66 66 10 10 0, 48 33 33 34 34 31 31 32 32 35 35 47 47 50 50 47 45 18 18 73 73 133 51 53 53 32 32 5 5 0 34 42 42 39 39 19 19 24 24 51 21 67 83 91 91 53 5760.3987.3987.6769.6769.11577.12607.10230.10230.6075.6075.960.960.0.5434.4990.4990.4718.4718.3804.3804.4053.4053.5572.5580.8088.8046.8715.8715.6074.1.000 1.300 1.300 1.300 1.300 1.300 1.300 1.000 1.000 1.300 1.300 1.300 1.300 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.300 1.000 1.000 SC374 1.000 1.000 2 1.000 1.000 1.000 1.000 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 1.000 5C374 1.000 1.000 2 1.300 1.000 1.000 SC374 1.300 1.000 1.000 2 1.300 1.000 1.000 1.000 1.000 SC374 1.000 2 1.000 1.000 1.000 SC374 1.300 1.000 1.000 2 1.300 1.000 1.000 SC374 1.000 1.000 1.000 2 7 ME 101/I2 DATE 040182 PAGE 500 ELEMENT TYPE/TITLE DIRECTION COSINES GLOBAL FORCES (LB)GLOBAL MOMENTS (FT-LB)FROM TO COSAX COSAY COSAZ COSBX COSBY COSBZ COSCX COSCY COSCZ FX FY FZ MX MY MZ 175 180 8 TNGT.707.707.707.707.000-.707.000-.707.707.707 1.000 1.000.000.000 8 0 180 E 185 TNGT 180 B BEND 180 M 180 M BEND 180 E.000.000.707.924.000.924.000 1.000.000 1.000.000 1.000.383.000.000.383-.924-1.000.000.000-1.000 -1.000.000.000 1.000.000.000 1.000 1.000 1.000.707.000.707-.707-1.000.383.000.383-.924-1.000.000.000.000.000.000.000.000.000 3 3 0 185 185A 185A 190 TNGT TNGT.000 1.000.000 1.000.000 1.000.000 1.000.000.000.000.000 1.000.000.000 1.000.000.000 1.000.000.000 1.000 1.000 1.000 1.000 1.000.000.000.000.000.000.000 16 16 20 20 190 190A 190A 195 TNGT TNGT.000 1.000.000 1.000.000 1.000.000 1.000.000.000.000.000 1.000.000.000 1.000.000.000 1.000.000.000 1.000 1.000.000 1.000.000 1.000.000 1.000.000.000.000 24 24 28 28 7 11 11 22 195 200 TNGT.000 1.000.000 1.000.000.000.000.000 1.000.000.000 1.000 1.000 1.000.000.000 30 30 35 35 22 13 200 205 205 205A 205A 210 210 2 10A TNGT TNGT TNGT TNGT.000.000.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000.000.000 1.000.000.000 1.000.000-1.000.000-1.000.000-1.000 .000-1.000.000-1.000.000-1.000.000-1.000.000-1.000.000~000~000.000 1.000 1.000.000.000 1.000..000 1.000.000 1.000 1.000 1.000.000 1.000.000.000.000.000.000.000.000 3 3 32 32 10 10 34 34 32 32 28 28 25 25 13 24 24 12 12 6 4 11 210A 215 215 215A 215A 220 220 225 TNGT TNGT TNGT TNGT.000.000.000.000.000.000.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000.000-1.000.000-1.000.000-1.000 .000-1.000.000-1.000 .000-1.000.000-1.000.000-1.000.000.000.000.000.000.000.000.000.000.000 1.000 1.0.000.000 1.000 1.000 1.000 1.000 1.000, 1.000.000.000.000.000.000.000 6 6 3 3 20~20 15 15 9 9 7 5 11 7 7 5 5 4

o STRESSES AND LOCAL FORCES AND MOMENTS ME 101/I2 DATE 040182 PAGE 548 ELEMENT TYPE/TITLE FROM TO'FA LOCAL FORCES (LB)FB MA MB LOCAL MOMENTS (FT-LB)STRESS MC (PSI)STRESS FLEX.INT.FAC.IN (I)PLANE FACTOR CODE OUT AND PLANE CLASS 70 75 TNGT 104 104 46 46 27 27 21 21 47 38 53 91 6074.8314.1.300 1.300 1.000 1.000 SC374 1.000 1.000 2 75 80 8 80 8 80 M 80 M 80 E 80 E 85 85 90 90 95 95 100 B 100 8 100 M 100 M 100 E 100 E 105 105 110 110 115 115 120 8 120 8 120 M 120 M 120 E 120 E 125 TNGT BEND BEND TNGT TNGT TNGT TNGT BEND BEND TNGT TNGT TNGT TNGT BEND BEND TNGT 162, 162 163 223 223 181 187 187 207 207 64 64 65 65 67 65 65 145 146 146 148 148 26 26 27 27 27 31 31 33 34 34 175 175 181 97 97 163 164 164 63 63 236 236 143 143 145 145 145 67 68 68 69 69 149 149 19 19 33 30 30 27 32 32 86 86 88 88 88 88 89 89 17 17 31 31 36 36 38 38 38 38 38 38 26 26 69 69 32 32 24 24 24 24 28 28 21 21 21 24 24 33 33 33 33 33 44 44 44 l, 44 44 58 58 52 52 52 52 52 24 24 24 24 24 7 7 13 13 13 38 15 15 15 15 27 27 47 47 44 33 18 18 36 36 22 22 32 32 24 24 24 52 51 51 14 23 25 25 14 22 49 91 46 46 33 33 18~18 47 47 173 173 202 202 133 133 85 85 51 51 9 9 24 24 53 53 23 14 20 20 22 14 38 8314.4334.4334.3578.3578.3783.3783.6073.6073.14899.14899.1'1061.17061.11879.11879.8691.8691.6509.6509.4718.4718.5072.5072.6346.6346.2923.2923.2697.2697.2440.2440.5223.1.300 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.300 1.300 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.300 1.300 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.300 1.000 1.000 (.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374).000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1 000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 STRESSES AND LOCAL FORCES AND MOMENTS ME 101/I 2 DATE 040182 PAGE 549 ELEMENT TYPE/TITLE FROM TO FA LOCAL FORCES (LB)FB FC MA MC LOCAL MOMENTS (FT-LB)STRESS (PSI)STRESS FLEX.INT.FAC.IN (I)PLANE FACTOR CODE OUT AND PLANE CLASS 125 130 130 130A 130A 135 135 135A 135A 137 137 138 137 140 140 140A 140A 145 145 145A TNGT TNGT TNGT TNGT TNGT TNGT TNGT TNGT TNGT TNGT 32 32 32 32 32 32 32 32 32 32 27 20 39 39 39 39 39 39 10 10 35 35 18 18 20 20 16 16 12 12 26 17 24 24 28 28 36 36 33 33 127 127 100 100 20 20 22 22 49 49 49 49 49 49 49 49 49 49 0 0 68 68 68'8 68 68 0 0 13 11 11 20 20 31 31 26 26 78 117 0 78 55 55 15 15 29 13 10 38 49 49 22 22 17 17 14 14 30 23 0 18 16 16 6 6 10 10 8 5223.5783.5783.4734.4734.4974.4974.4728.4728.7961.9799.0.8614.7318.7318.5733.5733.6118.1311.1051.1.000 SC374 1.000 2 1.000 1.000 1.300 1.000 1.000 1.000 1.000 1.000 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.300 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 SC374 1.000 1.000 2 145A 150 TNGT 0 0 10 12 1051.1022.1.000 1.000 1.000 1.000 SC374 1.000 1.000 2 150 155 155 160 160 165 165 170 170 175 175 180 B TNGT TNGT TNGT TNGT TNGT TNGT 14 14 13 13 12 12 12 12 13 13 13 13 12 12 15 15 0 0 12 9 0 2 9 14 14 7 2 10 1022.787.787.1213.1213.825.825.807.807.816.814.930.1.000 1.300 1.300 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.300 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.300 1.000 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1~000 SC374 1.000 2 ~4 STRESSES AND LOCAL FORCES AND MOMENTS ME 101/I 2 DATE 040182 PAGE 550 ELEMENT TYPE/TITLE FROM TO FA LOCAL FORCES (LB)FB FC MB MC LOCAL l'lDMENTS (FT-LB)STRESS (PSI)STRESS FLEX.INT.FAC.IN (I)PLANE FACTOR CODE OUT AND PLANE CLASS 180 8 180 M 180 M 180 E 180 E 185 BEND BEND TNGT 15 18 18 19 29 29 13 8 3 2 2 3 5 5 7 7 3 10 12 12 13 13 9 930.1087.1087.1184.1184.814.1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 1.000 SC374 1.000 1.000 2 185 185A 185A 190 TNGT TNGT 42 42 51 51 9 9 8 8 2 2 9 9 9 22 814.812.812.1821.1.000=1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 SC374 1.000 2 1.000 SC374'l.000 2 190 190A TNGT 61 61 25 25 22 31 1821.2562.1.000 1.000 1.000 1.000 SC374 1.000 1.000 2 190A 195 TNGT 70 70 17 17 3 3 6 1 31 66 2562.5426.1.000 1.000 1.000 1.000 1.000 1.000 SC374 2 195 200 TNGT 77 77 97 97 66 ,19 5426.1569.1.000 1.000 1.000 SC374 1.300 1.000 1.000 2 200 205 TNGT 93 93 81 81 1 2 19 73 1569.6014.1.300 1.000 1.000 1.000 1.000 SC374 1.000 2 205 205A 205A 210 210 210A 210A 215 215 215A 215A 220 220 225 8 225 8 225 M TNGT TNGT TNGT TNGT TNGT TNGT TNGT BEND 87 87 78 78 67 67 54 54 39 39 21 21 4 8 25 25 29 29 9 9 6 6 4 4 6 6 8 5 2 2 8 8 0 6 4 4 11 11 8 8 5 5 15 73 32 32 17 17 13 13 11 11 12 12 15 17 6014.2703.2703.1441.1441.1403.1403.1115.1115.1137.1 137.1115.1115.1214.1214.1371.1.000 1.000~1.000 SC374 1.000 1.000 1.000 2 1.000 1.000 1.000 1.000 1.000 SC374 1.000 2 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 SC374 1.000 1.000 2 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 1.000 1.000 SC374 1.000'l.000 1.000 2 STRESSES AND LOCAL FORCES AND MOMENTS ME 101/I 2 DATE 040182 PAGE 551 ELEMENT TYPE/TITLE FROM TO FA LOCAL FORCES (LB)FB FC MA MB MC LOCAL MOMENTS (FT-LB)STRESS (PSI)STRESS INT.FAC.(I)FLEX.IN PLANE FACTOR CODE DUT AND PLANE CLASS 225 M 225 E 225 E 230 230 230A BEND TNGT TNGT 10 10 15 15 3~3 10 10 0 2 17 12 12 20 17 17 2 10 10 10 1371.1401.1401.1254.1254.1792.1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 SC374 1.000 2 1.000 SC374 1.000 2'1.000 SC374 1.000 2 230A 235 TNGT 22 22 20 14 10 6 1792.1234.1.000 1.000 1.000 1.000 SC374 1.000 1.000 2 235 235A 235A 240 TNGT TNGT 29 29 36 36 14 16 16 9 1234.1414.1414.854.1.000 1.000 1.000 1.000 1~000 1.000 1~000 1.000 1.000 SC374 1.000 2 000 SC374 1.000 2 240 245 245 250 250 255 8 255 8 255 M.TNGT TNGT TNGT BEND 43 43 10 10 12 10 12 14 47 47 14 14 6'.6 9 21 21 20 20 12 12 12 854.1772.1772.1720.1720.1214.1214.1236.1.000 1.300 1.300 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 SC374 1.000 2 1-000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 255 M 255 E 255 E 260 BEND TNGT 10 12 14 12 13 13 11 12 12 11 1236.1212.1212.1225.1.000 1.000 1.000 SC374 1.000 1.000 1.000 2 1.000 1.000 1.000 SC374 1.000 1.000 1.000 2 260 265 8 TNGT 12 18 1225.1791.1.000 1.000 1.000 1.000 SC374 1.000 1.000 2 265 8 265 M 265 M 265 E 265 E 270 270 275 BEND BEND TNGT TNGT 13 13 12 12 19 19 12 12 10 10 15 2 18 17 17 15 6 31 1791.1665.1665.1524.1524.820.824.2673.1.000 1.000 1.000 1.300 1.300 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 STRESSES AND LOCAL FORCES AND MOMENTS ME 101/I2 DATE 040182 PAGE 552 ELEMENT TYPE/TITLE FROM TO LOCAL FORCES (LB)FA FB FC MA MB MC LOCAL MOMENTS (FT-LB)STRESS (PSI)STRESS FLEX.INT.FAC.IN (I)PLANE FACTOR OUT PLANE CODE AND CLASS 275 280 TNGT 280 285 285 290 290 290A TNGT TNGT TNGT 290A TNGT 295 295 300 300 305 305 310 B 310 8'TNGT TNGT TNGT BEND 315 320 B 320 B 320 M TNGT BEND 310 M 310 M BEND 310 E 310 E TNGT 315 16 16 7 20 7 20 20 20 21 21 22 22 23 23 24 24 2 2 9 9 5 5 3.3'9 g 3 3 31 6 6 11 13 13 10 10 8 3 3 2673.601.601.991.991.1 103.1103.1169.1169.787.787.759.759.406.406.402.402.396.396.385.385.389.389.275.275.282.1.000 1.300 1.300 1.300 1.300 1.000 1.000 1.000 1.000 1.000 1.000 1.300 1.300 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.300 1.300 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000~1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 SC374 2 1.000 SC374 1.000 2 1.000 SC374 1.000.2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 320 M BEND 320 E 320 E TNGT 500 282.351.351.613.1.000 1.000 1.000 1.000 1.000 SC374 1.000 2 1.000 1.000 1.000 SC374 1.000 1.000 1.000 2 AT THE MEMBER END 95 OF ELEMENT FROM 95 TO 100 8 , MAX.STRESS (PSI)IS 17061' O~EFFECTIVE ACCELERATIONS ME 101/I 2 DATE 040182 PAGE 553 TITLE PROJECT NUMBER PROBLEM NUMBER USER LOAD CASE SP-HCB-108 LINE 8856 5280 J.AB I SAMRA SE I 505 EARTHQUAKE COMPONENT: X+Y+Z RESULTS OF MODAL SYNTHESIS EFFECTIVE ACCELERATIONS (G'S)DATA PT GLOBAL-X GLOBAL-Y GLOBAL-Z RESULTANT 5 10 15 20 25 30 35 40 45 8 45 E 50 55 60 65 70 75 80 8 80 E 85 90 95 100 8 100 E 105 110 115.000.015.153.231.562 1.489 3.258 5.238 2.139 2.601 2.474 1.533.282.859 1.480 f.596.658.000 5.361 2.204 1.643 1.048.000.772.772.000.048.320.731.732.732.732.733.729.233.000 1.109.477.000 1.905 3.813 4.230 4.716 4.715 4.706.000.714.970.969.968.000.000.035.365.550.238.493 1.491 2.651 1.519 1.938 1.938 1.937 1.020 1.019 1.019 1.017 1.016.390.000 1.211 1.210 1.210.990.514.347.000.000.061.509~944.953 1.731 3.657 5.917 2.723 3.252 3.143 2.708 1.160 1.019 2.325 4.214 4.634 4.778 4.715 7.235 2.515 2.162 1.737 1.096 1.286.772 EFFECTIVE ACCELERATIONS ME 101/I2 DATE 040182 PAGE 554 DATA PT GLOBAL-X EFFECTIVE GLOBAI-Y ACCELERATIONS (O'S)GLOBAL-2 RESULTANT 120 8 120 E 125 130 130A 135 135A 137 138 140 140A 145 145A 150 155 160 165 170 175 180 8 180 E 185 185A 190 190A 195 200 205 205A 210 210A 215 215A 220 225 B 225 E.772.667.138.000.288.819.934 5.952=-.000.317.000.645.000.239.240.240.240.240.344=.389.000.129.000.237.000.143.000.211.000.517.000.571.000.256.311 2.403 2.175.010.010.009.008.007.007.769.005.002.000.001.002.002 1.482 1.773 1.753 1.728 1.575 1.560 1.557 1.555 1.552 1.549 1.545 1.543.920.628.797.000 1.126 1.180.298.373.372.000.483.000.905.900.901.000.297.000.491.000.108.000.034.000.052.284.363.000.330.000 1.315.000 1.850 1.851 1.855 1.859 1.863 1.866 1.869 1.871 1.871 1.726 2'42 2.305.397.010.562.008 1.220 1.297 6.068.005.435.000.811.002.263 1.502 1.790 1.769 1.745 1.636 1.648 1.557 1.595 1.552 2.046 1.545 2.413 1.851 2.082 1.859 2.033 1.866 2.111 1.871 2.199 2.114 EFFECTIVE ACCELERATIONS ME 101/I2 DATE 040182 PAGE 555 DATA PT GLOBAL-X EFFECTIVE ACCELERATIONS (G'S)GLOBAL-Y GLOBAL-2 RESULTANT 230 230A 235 235A 240 245 250 255 8 255 E 260 265 8 265 E 270 275 280 285 290290A 295 300 305 310 8 310 E 315 320 B 320 E 500.311.309.307.303.299.294.635.875.875.876.851.625.403.041.000.462.000.145.111.117.188.188.134.042.000.671.000.635.000.104.000.222.152.000 1.471 1.353.364.363.361.210.210.206.207.203.000.037.172.091.091.039.000 1.104.815.000.477.477.477.212.000 1.939 1.971 1.964.000.088.088.000.491.000.296.296.296.190.056.056.042.311 1.329.307 1.077.299.570.477.824.913.875 2.587 2.537 2.093.363.548.232.210.705.207.387.316.320.318.216.171.071.000 ACTIONS ON SUPPORTS AND ANCHORS TITLE SP-HCB-108 LINE PROJECT NUMBER: 8856 PROBLEM NUMBER: 5280 USER J.AB I SAMRA LOAD CASE: SEIS05 ME 101/I 2 DATE 040182 PAGE 556 DATA PT 5 25 50 65 65 85 85 95 105 115 115 130 130'35 135 140~140 145 150 150 160 170 185 185 190 190 195 195 205 205 210 210 215 215 220 TYPE ANC RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD ANC RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD TITLE FX 80.46.0.54.0.91.0.0.56.0.0.19.0.43.0.120.0.23.15.0.0.0.0.5.0.4.0.2.0.5.0.8.0.8.GLOBAL FORCES (LB)FY 68.~0.88.0.165.~0.0.343.0.149.0.0.0.0.0.0.0.38.0.0.0.0.0.0.0.0.0.0.0.98.0.31.0.10.0.FZ 61.108.0.0.0.0.126.0.0.0.79.0.45.0.24.0.21.6.0.4.3.4~0.13.0.30.0.107.0.0.0.0.0.0.0.46.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.9.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.GLOBAL MOMENTS (FT-LB)MY 38.0.0.0.0., 0.0.0.0.0.0.0.0.0.0.0.0.68.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.29.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.30.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0. ACTIONS ON SUPPORTS ANO ANCHORS ME 101/I 2 DATE 040182 PAGE 557 DATA PT 220 230 230 235 235 240 240 250 250 260 260 275 275 290 290 TYPE TITLE RAD RAD RAO RAD RAD RAD RAD RAD RAD RAO RAD RAD RAO RAD RAD FX 0.0.0.0.0.0.0.31.0.0.0.11.0.7.0.GLOBAL FORCES (LB)FY 8.6.0.7.0.5.0.0.8.5.0.0.0.0.0.FZ 0.;0.~8., 0.;6.0.7.0.0.0.8.0.24.0.9.MX 0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.GLOBAL MOMENTS (FT-LB)MY 0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.MZ 0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.295 RAO 295 RAO 305 RAD 500 ANC 7.0.0.3.0.0.21.2.0.'.0.2.0.0.0.2.0.0.0.3.0.0.0.2. ACTIONS ON SUPPORTS AND ANCHORS TITLE SP-HCB-108 LINE PROJECT NUMBER: 8856 PROBLEM NUMBER: 5280 USER J.ABI SAMRA LOAD CASE: SEI 505 ME 101/I 2 DATE 040182 PAGE 558 DATA TYPE PT TITLE FA FB LOCAL FORCES (LB)FC LOCAL MOMENTS (FT-LB)MA MB MC CDS AX COS AY COS AZ DIRECTION COSINES COS COS COS COS COS COS BX BY BZ CX CY CZ 5 ANC 25 RAD 50 RAD 65 RAD 65 RAD 85 RAD 85 RAD 95 RAD 105 RAD 115 RAD 115 RAD 130 RAD 130 RAD 135 RAD 135 RAD 140 RAD 140 RAD 145 ANC 150 RAD 150 RAD 160 RAD 170 RAD 185 RAD 185 RAD 190 RAD 190 RAD 195 RAD 195 RAD 205 RAD 205 RAD 80 118 88 54 165 91 126 343 56 149 79 19 45 43 24 120 21 23 15 4 3 4 6 13 5 30 4 107 2 98 68 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 38 0 0 0 0 0 0 0 0 0 0 0 0 61 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 0 0 0 0 0 0 0 0 0 0 0 0 46 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9 0 0 0 0 0 0 0 0 pi 0 0 0 38 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 68 0 0 0 0 0 0 0 0 0 0 0 0 29 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 30 0 0 0 0 0 0 0 0 G 0 0 0 1.00.391 1.00.000 1.00.000.000 1.00.000.000 1.00.000 1.00.000 1.00.000 1.00 1.00.000.000.000 1.00.000 1.00 1.00 1.00.000.000.000 1.00.000 1.00.000.000 1.00.000 1.00.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.920.000.000.000.000 1.00.000.000.000 1.00.000 1.00.000 1.00 1.00 1.00 1.00 1.00.000 1.00.000 1.00.000 1.00.000.000.000 1.00.000.000.000 1.00.000 1.00.000.000.000 1.00 210 RAD 210 RAD 215 RAD 215 RAD 220 RAD 5 31 8 10.8 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1.00.000 1.00.000 1.00.000 1.00.000 1.00.000.000

ACTIONS ON SUPPORTS AND ANCHORS ME 101/I 2 DATE 040182\F PAGE 559 DATA TYPE TITLE PT LOCAL FORCES (LB)FA FB FC LOCAL MOMENTS (FT-LB)MA DIRECTION COSINES MC COS CDS COS COS COS CDS COS COS COS AX AY AZ BX BY BZ CX CY CZ 220 RAD.230 RAD 230 RAD 235 RAD 235 RAD 240 RAD 240 RAD 250 RAD 250 RAD 260 RAD 260 RAD 275 RAD 275 RAD 290 RAD 290 RAD 295 RAD 295 RAD 305.RAD 500 ANC 8 6 8 7 6 5 7 31 8 5 8 11 24 7 9 7 5 21 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 , 0 3 0.000 1.00.000 0.000 1.00.000 0.000.000 1.00 0.000 1.00.000 0.000.000 1.00 0.000 1.00.000 0.000.000 1.00 0 1.00.000.000 0.000 1.00.000 0.000 1.00.000 0.000.000 1.00 0 1.00.000.000 0.000.000 1.00 0 1.00.000.000 0.000.000 1.00 0 1.00.000.000 0.000.000 1.00 0.000 1.00.000 2 1.00.000.000.000).00.000.000.000 1.00 JOINT DISPLACEMENTS FOR THE SEIS05 LOAD CASE TITLE SP-HCB-108 LINE PROJECT NUMBER: 8856 PROBLEM NUMBER: 5280 USER J.ABI SAMRA LOAD CASE: SEIS05 ME 101/I 2 DATE 040182 PAGE 560 DI SPLACEMENTS ~(IN)ROTATIONS (RAD)DATA 5 10 15 20 25 30 35 40 45 8 45 E 50 55 60 65 70 75 80 B 80 E 85 90 95 100 8 100 E 105 110 115 120 8 120 E 125 130 130A 135 135A 137 138 PT TYPE/TITLE DX.000.001.008.012.032.083.181.289.128.157.149.092.016.047.083.091.037.000.283.106.069.042.031.031.031.028.007.000.017.000.052.060.384 DY.000.002.008.038.038.038.038.038.038.012'000,.064.021.000.083.164.182.202.202.202.000.030.039.039.039.000.090.081.000.000.013 DZ.000.002.019.029.013.016.053.097.080.104.104.104.041.041.041.041.041.016.000.034.034.034.029.017.017.000.012.014.014.000.017.000.017.016.016 RX.000000.001190.003390.003844.004382.005085.005625.005709.004377.005433.005429.004564.006653.007543.008249.005176.004583.005292.005067.008526.007356.003162.002030.002662.002672.002553.003895.004461.003357.002482.000402.001056.000651.000939.001321 RY.000000.000767.001363.000496.000496.000496.000496.000496.002128.003357.003681.005471.005653.005353.004054.002285.002061.002865.003410.009269.009951.009209.007208.004879.003421.002105.000717.001116.002979.004239.009865.015667.02 1502.027350.030460 RZ.000000.000423.003105.008501.010911.012624.013846.014022.008732.008892.008928.009405.010401.010573.011202.012085.012409.012560.012130.006943.004373.004424.005081.005882.006396.006025.002741.002286.0016 1 1.001491.000190.002173.002390.002393 ,002393 JOINT DISPLACEMENTS FOR THE SEIS05 LOAD CASE ME 101/I 2 DATE 040182.PAGE 561 DISPLACEMENTS (IN)ROTATIONS (RAD)DATA PT TYPE/TITLE 140 140A 145 145A 150 155 160 165 170 175 180 8 180 E 185 185A 190 190A 195 200 205 205A 210 210A 215 215A 220 225 8 225 E 230 230A 235 235A 240 245 250 255 8 255 E 260 265 8 265 E 270 275 280 285 290 DX.000.020.000.015.000.006.006.006.006.006.005.001.001.000.001.001.004.000.010.000.004.006.006.006.006.006.006.018.025.025.025.025.019.000.007.001 DY.042.053.053.052.048.048.047.047.047.047.047.047.000.028.000.014.000.024.000.045.046.018.010.000.003.000.007.005.000.050.047.010.010.009.002.002 DZ.000.005.006.001.000.000.000.000.005.006.009.040.000.056.056.057.057.057.057.057.057.057.053.000.031.000.021.000.014.014.014.006.000.071.072.071.000.003.003.000 RX.000786.000194.000000.000070.000280.000284.000371.000561.000577.000597.000411.000254.000254.000268.001321.000836.004708.005895.004097.000668.001377.000256.000680.000291.001428.001973.001928.001672.001381.001 100.000838.000623.000519.000497.000635.000967.001 172.003712.003892.004 155.002758.001250.001077.00094 1 RY.020512.010256.000000.000025.000050.000054.000040.000075.000098.000125.000180.000179.000129.0001 10.000095 ,000087.000090.000094.000088.000015.000126.000045.000268.000045.000333.000545.001 106.001700.000192.001046.000142.000821.000705.001 105.001474.001532.001597.000721.000637.000793.000833.001002.000981.000951 RZ.003268.000805.000000.000289.001 165 001369.001083.000352.000361.000342.00021 1.000179.000071.000013.000057.000009.000076.000097.000148.000282.000422.000621.000821.001 103.001384.001563.001617.001 144.000177.000560.000093.000228.000379.000579.001015.001226.001255.000622.000604.000916.000830.000214.000199.000192 JOINT DISPLACEMENTS FOR THE SEIS05 LOAD CASE ME 101/I 2 DATE 040182 PAGE 562 DI SPLACEMENTS (IN)ROTATIONS (RAD)DATA PT TYPE/TITLE 290A 295 300 305 310 8 310 E 315 320 8 320 E 500 DX.003.000.001.001.001.002.002.001.000.000 DY.002.002.002.000.002.001.001.000.000 DZ.009.000.003.003.003.002.001.001 RX.000203.000332.000409.000432.000422.000325.000184.000131.000069.000000 RY.000637.000348.000275.000255.000252.000244.000213.000175.000116.000000 RZ.000022.000155.000134.0001 14.000111.000093.000097.000093.000060.000000 DIRECTION COSINES AND GLOBAL FORCES AND MOMENTS TITLE SP-HCB-108 LINE PROJECT NUMBER: 8856 PROBLEM NUMBER: 5280 USER J.ABI SAMRA LOAD CASE: SEIS05 ME 101/I2 DATE 040182 PAGE 563 ELEMENT TYPE/TITLE FROM TO DIRECTION COSINES COSAX COSAY COSAZ COSBX COSBY COSBZ COSCX COSCY COSCZ GLOBAL FORCES (LB)FX FY FZ GLOBAL MOMENTS (FT-LB)MX MY MZ 5 TNGT 10 10 TNGT 15 15 TNGT 20 20 TNGT 25 25 TNGT 30 30 TNGT 35 35 TNGT 40 20 TNGT 45 B 45 8 BEND 45 M 45 M BEND 45 E 45 E TNGT 50 50 TNGT 55 55 TNGT 60 60 TNGT 65-.920.000-.920.000-.921.000-.921.000-.921.000-.921.000.000-1.000 .000-1.000 .000-1.000.000-1.000.000-1.000.000-1.000.000-1.000 .000-1.000.391.000.391.000.390.000.390.000.390.000.390.000 1.000.000 1.000.000 1.000.000 1.000',.000 I 1.000.000 1.000.000 1.000 1.000.000.000 920 920.921.921 921 921.000 1.000.000 1.000.000 1.000.000.707.000.000.000.707.707.707.000 1.000.000.000 1.000.000.000 1.000.000.000.000 1.000.000 1.000 1.000.000.000 1.000.000.000.000.000 1.000.000.000 1.000.000.000 1.000.000-.707.707 1.000 1.000 1.000 1.000.000-.707.000-1.000.000-1.000 .000-1.000.000-1.000.000-1.000 .707.000.000.000 1.000.000 1.000 1.000.000.000 1.000.000.000-.707-.707.707.707.000 1.000.000 1.000.000-1.000.000-1.000 .000-1.000.000-1.000 .707.707 1.000 1.000.000.000.000.000.707.707.391.000-1.000.000.391.000-1.000.000.390.000-1.000 .000.390.000-1.000 .000.390.000-1.000.000.390.000-1.000 .000.000.000.000-1.000.000.000.000-1.000.000.000.000-1.000.000.000.000-1.000.000.000.000-1.000.000.000.000-1.000.000.000.000-1.000.000.000.000-1.000 80 80 80 80 82 82 83 83 118 118 86 86 15 15 16 16 14 14 14 14 13 13 12 12 13 13 13 13 68 68 68 68 66 66 34 34 34 34 18 18 98 98 100 100 100 100 100 100 31 31 29 29 28 28 61 61 61 61 54 54 82 82 50 50 40 40 46 36 36 14 14 25 46 47 47 29 29 5 38 3&30 37 41 41 41 41 43 43 46 46 52 52 54 54 37 35 35 17 17 20 20 46 46 75 75 82 7 5 7 0 38 26 26 10 10 28 0 0 0 0 0 0 0 0 28 28 28~29 29 30 30 31 31 33 33 40 40 43 29 13 13 78 78 130 133 104.104 61 61 10 10 0 41 29 29 27 27 26 26 26 26 26 26 19 19 19 DIRECTION COSINES AND GLOBAL FORCES AND MOMENTS ME 101/I2 DATE 040182 PAGE 564 ELEMENT TYPE/TITLE DIRECTION CDSINES GLOBAL FORCES (LB)GLOBAL MOMENTS (FT LB)FROM TD COSAX COSAY COSAZ COSBX COSBY CDSBZ COSCX COSCY COSCZ FX FY FZ MX MY 65 TNGT 70 70 TNGT 75~75 TNGT 80 8 80 8 BEND 80 M 80 M BEND 80 E 80 E TNGT 85 85 TNGT 90 90 TNGT 95 95.TNGT 100 B 100 B BEND 100 M 100 M BEND 100 E 100 E TNGT 105 105 TNGT 110 110 TNGT 115 115 TNGT 120 8 120 8 BEND 120 M 120 M BEND 120 E.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000.000-1.000 .000-1.000.000-1.000 .000-1.000 .000-1.000.000-1.000.000.000 1.000 1.000 1.000 1.000.000.000.000 1.000.707.707.000.707.707.000 1.000.000.000 1.000.000.000 1.000.000.000 1.000.000-1.000.000.707-.707-1.000.000.707-.707-1.000.000.000-1.000 -1.000.000.000 1.000 1.000.000.000 1.000 1.000.000.000.000 1.000.000 1.000 1.000 1.000 1.000 1.000.000.000.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000.707.707.000-1.000.000-1.000.000-1.000 .000-1.000.000 1.000.000.707.000-.707 1.000" 1.000 1.000 1.000-1.000-1.000 000 000.000.000.000.000.000.707.000 1.000.707.707-.707-1.000.000-1.000 -1.000.000.000.000 1.000.000 1.000.000 1.000.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000-1.000-1.000.000.000.000.000.000-1.000-1.000.000 1.000 1.000-1.000-1.000.000.000.000-1.000-1 000 000.000.000 1.000.000.000 1.000-1.000-.707.000.000 1.000 1.000.000.000-.707.000.000.707.000 1.000.707 1.000.707 1.000 1.000.000.000.000.000 1.000.000.707.707.000.707 46 46 23 23 81 81 83 83 83 83 84 84 14 14 31 31 35 35 36 36 36 36 36 36 26 26 26 26 26 26 26 26 26 26 139 139 41 41 159 159 165 165 165 165 171 171 189 189 215 215 129 129 130 130 130 130 132 132 133 133 134 134 16 16 22 22 22 22 54 54 96 96 145 145 147 147 147 147 147 147 57 57 59 59 60 60 60 60 60 60 61 61 62 62 62 62 29 29 30 30 30 30 82 50 50 84 84 43 43 30 30 13 13 39 39 157 157 184 184 121 121 78 78 46 46 8 8 21 21 21 21 21 21 19 19 12 43 45 45 34 34 11 11 22 22 32 32 32 32 32 32 17 17 35 35 45 45 50 50 50 50 50 50 47 47 13 13 17 17 20 19 19 19 19 19 19 19 14 14 26 26 45 45 40 40 40 40 40 40 37 37 29 29 22 22 22 22 47 47 20 20 14 14 11 DIRECTION COSINES AND GLOBAL FORCES AND MOMENTS ME 101/I2 DATE 040182 PAGE (.565 ELEMENT TYPE/TITLE DIRECTION CDSINES GLOBAL FORCES (LB)GLOBAL MOMENTS (FT-LB)FROM TO COSAX COSAY COSAZ COSBX CDSBY COSBZ COSCX COSCY COSCZ FX FY FZ MX MZ 120 125 125 130 E TNGT TNGT 1.000 1.000 1.000 1.000.000-1.000 .000-1.000 .000.000 1.000 1.000 1.000 1.000 1.000 1.000.000.000 27 27 27 27" 28 28 28 28 30 30 31 31 12 34 34 43 20 49 49 49 11 10 130 130A TNGT 1.000 1.000 1.000 1.000 1.000 1.000 8 8 28 28 16 16 43 19 49 49 10 20 130A 135 135 135A 135A 137 TNGT TNGT TNGT.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000 1.000 1.000 1.000 1.000.000.000.000.000 1.000.000.000 1.000 1.000 1.000.000.000 1.000 1.000.000.000 1.000 1.000.000.000 36 36 33 33 28 28 28 28 28 28 17 17 12 12 9 9 19 13 13 12 12 23 49 49 49 49 49 49 20 31 31 26 26 78 137 138 TNGT.000.000 1.000.000.000 1.000.000-1.000.000-1.000 1.000 1.000 127 99 16 13 19 15 15 0 116 0 0 0 137 140 140 140A TNGT TNGT 145A 150 TNGT 140A TNGT 145 145 TNGT 145A.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000.000.000.000.000.000.000.000.000.000.000 1.000 1.000 1.000 1.000.000.000 1.000 1.000 1.000 1.000.000.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000.000 1.000 1.000.000.000.000 99 99 20 20 22 22 31 31 31 31 31 31 8 8 8 8 16 16 6 6 3 3 9 13 13 4 5 4 68 68 68 68 68 68 0 0 0 0 78 55 55 15.15 29 10 7 7 10 150 155 155 160 TNGT TNGT.000 1.000.000 1.000 1.000 1.000.000.000 1.000 1.000 1.000 1.000 1.000 1.000.000 1.000.000 1.000 5 5 8 8 8 8 0 0 0 0 0 0 0 1 10 8 8 12 160 165 165 170 170 175 TNGT TNGT TNGT 1.000 1.000 1.000 1.000.000.000 1.000.000.000 1.000.000.000 1.000 1.000 1.000 1.000.000 1.000~000.000 1.000.000.000.000.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000 4 4 3 3 3 3 3 3 10 10 12 12 3 3 1 2 2 2 2 2 12 4 4 2 2 3 DIRECTION CDSINES AND GLOBAL FORCES AND MOMENTS ME 101/I 2 DATE 040182 PAGE 566 ELEMENT TYPE/TITLE DIRECTION CDSINES GLOBAL FORCES (LB)GLOBAL MOMENTS (FT-LB)FROM TO COSAX CDSAY COSAZ COSBX COSBY COSBZ COSCX COSCY COSCZ FX FY FZ MX MY MZ 175 TNGT 180 8 180 8 BEND 180 M 180 M BEND 180 E 180 E TNGT 185 185 VINGT 185A 185A TNGT 190 190 TNGT 190A 190A TNGT 195 195 TNGT 200 200 TNGT 205 205 TNGT 205A 205A TNGT 210 210 TNGT 210A 210A TNGT 215 215 TNGT 215A 21SA TNGT.220 220 TNGT 225 8.707.707.707.707.707.924.707.383.000.000.924 1.000.383.000 1.000 1.000'I.000 1.000 1.000 1.000~000.000 1.000 1.000 1.000 1.000.000.000 1.000 1.000.000.000.000 1.000.000 1.000 1.000 1.000.000.000.000.000.000.000.000.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000.000 1.000.000.000 1.000.000.000-.707.000-.707.707.707 1.000 1.000.000.707.000.383-.707-.924-1.000-1.000 1.000 1..000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000.000.000.000.000.000.000.000.000.000.000.000.000.000-1.000.000-1.000 1.000 1.000 1.000 1.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000 1.000.000.000.000-1.000~000-1.000.000-1.000.000-1.000 1.000 1.000 1.000 1.000.000.000.000.000.000-1.000.000-1.000.000-1.000.000-1.000 1.000.000 1.000.000 1.000 1.000.000.000.000-1.000.000-1.000.000-1.000.000-1.000.000.000 1.000 1.000 1.000 1.000.000.000.000-1.000.000-1.000.000.000 1.OQO.000.000).000.000.000.000.383-.924-'1.000.000.000" 1.000-1.000 3 3 0 0 2 2 2 2 3 3 3 3 14 14 17 17 17 17 26 26 39 39 47 47 56 56 65 65 71 71 74 74 24 24 28 28 4 4 6 6 5 5 6 6 3 3 3 3 4 4 8 8 24 24 16 16 91 91 87 87 81 81 72 72 62 62 50 50 36 36 19 19 6 6 1 7 7 9 9 9 9 8 8 8 8 21 21 29 29 62 62 14 14 69 69 30 30 16 16 9 9 9 9 10 10 11 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 2 3 3 3 3 5 5 3 3 14 3 2 DIRECTION COSINES AND GLOBAL FORCES AND MOMENTS MEtot/I2 DATE 040182 PAGE 567 ELEMENT TYPE/TITLE DIRECTION COSINES GLOBAL FORCES (LB)GLOBAL MOMENTS (FT-LB)FROM TO COSAX CDSAY CDSAZ CDSBX COSBY COSBZ COSCX CDSCY COSCZ FX FY FZ MZ 225 B BEND 225 M 225 M BEND 225 E 225 E TNGT 230 230 TNGT 230A 230A TNGT 235 235 TNGT 235A 235A TNGT 240 240 TNGT 245 245 TNGT 250 250 TNGT 255 B 255 B BEND 255 M.000.707.707 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000.000.707.000.000 1.000.707.000.000.707.000.000.000.000.000.000.000 1.000 1.000.000 1.000.000 1.000 1.000.707 1.000.707.000.000.000-.707.707.000.000-.707.000-1.000 1.000 t.000 1.000 1.000.000.000 1.000 1.000 1.000 1.000 1.000 1.000.000 1.000.000 1.000.000-1.000.000-1.000 .000-1.000.000-1.000.000.000 1.000.000.000.707.000-.707.000 1.000.000 1.000 1.000 1.000.000.000.000.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000.000.000 9 9 13 13 15 15 18 18 19 19 6 6 2 6 14 15 15 16 16 8 8 14 14 10 10 5 5 18 18 12 12 9 9 10 6, 4 4 5 5 4 255 M BEND 255 E.707 1.000.707.707.000.000-.707.000-1.000 1.000 1.000 9 9 10 11 255 E TNGT 260 260 TNGT 265 B 265 B BEND 265 M 265 M BEND 265 E 265 E TNGT 270 1.000 1.OOO 1.000 1.000 1.000.924.924.707.707.707.000.000.000.000.000.383.383.707.707.707.000.000.000-.383-.383-.707.000 1.000.000.924.924.707.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000-.707-~707.000.000.000-1.000.000-1.000.000-1.000.000-1.000 1.000 1.000 1.000 1.000.000.000.707.707 5 5 10 10 10 10 7 3 11 17 17 15 15 14 14 1 7 6 6 6 DIRECTION COSINES AND GLOBAL FORCES AND MOMENTS ME 101/I 2 DATE 040182 PAGE 568 ELEMENT TYPE/TITLE DIRECTION COSINES GLOBAL FORCES (LB)GLOBAL MOMENTS (FT-LB)FROM TO CDSAX COSAY CDSAZ COSBX COSBY COSBZ COSCX CDSCY COSCZ FX FY FZ MX MY MZ 270 TNGT 275 275 TNGT 280 280 TNGT 285 285 TNGT 290 290 TNGT 290A 290A TNGT 295 295 TNGT 300 300 TNGT 305 305 TNGT 310 8 310 8 BEND 310 M 310 M BEND 310 E 310 E TNGT 315 315 TNGT 320 8 320 8 BEND 320 M 320 M BEND 320 E 320 E TNGT 500.000-.707-.707-1.000-1.000-1.000.000-1.000.000-1.000.000-1.000.000-1.000.000-1.000.000-.707.000-.707.000.000.000 1.000.000.000 1.000.000.000 1.000.000-.500.707.500-.500-.707-.707-.707.707.500.000.707.000.707.000-.707.000 1.000.000.000 1.000.000.000 1.000.000.000 1.000.000.000-1.000.000-'1.000.000 1.000.000.000 1.000.000.000 1.000.000.000 1.000.000.000 1.000.000.000 1.000.000.000 1.000.000.000 1.000.000 1.000 1.000.000.000 1.000 1.000.000 1.000.000 1.000.000.707.707.000.000-1.000.000-1.000.707.500.000-.707-.500-.707.000-1.000 .000-1.000.000-1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000.000.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000.000.000.000.000.000.000 1.000 1.000 1.000.000 1.000.000.000.000.000.707 1.000 1.000 1.000 1.000.000.000 ,000.000 1.000 1.000.000.000.707 1.000.000 1.000.000 1.000.000.000.000 1.000.000 1.000 1.000 1.000 1.000.000 1.000.000.707.707.500.707.707.707.500.000.707.707.707.707.000.000.707.707.707.707 1.000 1.000 1.000 1.000 3 4 4 4 2 2 2 1 14 11 11 16 17 17 17 17 18 18 18 18 18 19 2 1 1 0 0 1 18 18 2 7 7 7 1 2 3 29 29 3 3 10 10 11 11 6 6 6 6 3 3 3 2 2 2 2 2 2 1 2 1 2 2 2 2 2 2 2 2 0 0 0 0 1 2 2 3 6 8 8 1 2 3 STRESSES AND LOCAL FORCES AND MOMENTS TITLE SP-HCB-108 LINE PROJECT NUMBER: 8856 PROBLEM NUMBER: 5280 USER J.ABI SAMRA LOAD CASE: SEIS05 ME 101/I2 DATE 040182 PAGE 569 ELEMENT TYPE/TITLE FROM TO FA LOCAL FORCES (LB)FB FC MA MB MC LOCAL MOMENTS (FT-LB)STRESS (PSI)STRESS FLEX.INT.FAC.IN (I)PLANE FACTOR CODE DUT AND PLANE CLASS 5 TNGT 10 10 TNGT 15 15 TNGT 20 20 7NGT 25 25 TNGT 30 30 TNGT 35 35 TNGT 40 20 TNGT 45 8 45 8 BEND 45 M 45 M BEND 45 E 45 E TNGT 50 50 TNGT 55~55 TNGT 60 60 TNGT 65 65 TNGT 70 96 96 96 96 96 96 34 34 34 34 18 18 98 98 100 96 96 41 43 43 46 46 34 34 54 54 54 54 68 68 68 68 66 66 82 82 50 50 40 40 38 38 41 49 49 100 100 100 31 31 29 29 28 28 139 139 30 30 30 30 21 21 83 83 118 118 86 86 15 15 16 16 14 14 14 14 13 13 12 12 41 41 13 13 46 46 35 35 35 35 35 35 38 26 26 10 10 28 0 0 0 0 0 0 104 61 61 10 10 0 28 28 41 29 28 24 24 26 29 31 31 30 26 26 26 26 49 49 19 19 19 19 30 31 31 33 33 40 40 43 43 45 0 133 0 104 42 15 15 71 71 128 46 47 47 29 29 5 5 0 30 37 37 35.35 17 17 20 20 46 19 60 75 82 82 50 5466.3805.3805.6535.6535.11177.11607.9415.9415.5582.5582.879.879.0.4765.4519.4519.4337.4337.3555.3555.3675.3675.5117.5117.7186.7186.7779.7779.5742.1.000 1.300 1.300 1.300 1.300 1.300 1.300 1.000 1.000 1.300 1.300 1.300 1.300 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1..000 1.000 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.300 1.000 1.000 1.000 SC374 1.000 1.000 2 1.000 1.000 1.000 1.000 1.000 SC374 1.000 2 1.000 1.000 1.000 1.000 SC374 1.000 1.000 2 1.000 1.000 1.000 1.300 1.300 1.300 1.300 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.300 1.000 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 1.000 SC374 1.000 1.000 2 STRESSES AND LOCAL FORCES AND MOMENTS h ME 101/I2 DATE 040182 PAGE 570 ELEMENT TYPE/TITLE FROM TO FA LOCAL FORCES (LB)FB FC MA MB MC I LOCAL MOMENTS (FT-LB)STRESS (PSI)STRESS INT.FAC.(I)FLEX.IN PLANE FACTOR CODE OUT AND PLANE CLASS 70 75 TNGT 75 TNGT 80 8 80 8 BEND 80 M 80 M BEND 80 E 80 E 85 85 90 90 95 TNGT TNGT TNGT 100 E 105 105 110 TNGT TNGT 95 TNGT 100 8 100 8 BEND 100 M 100 M BEND 100 E 96 96 145 145 147 203 203 165 171 171 189 189 59 59 60 60 60 57 57 130 132 132 133 133 41 41 159 159 165 88 88 147 147 147 57 57 215 215 129 129 130 132 132 60 61 61 62 62 23 23 81 81 83 83 83 83 84 84 14 14 31 31 35 35 36 36 36 36 36 36 26 26 19 19 19 19 19 22 22 32 32 32 32 32 40 40 40 40 40 54 54 50 50 50 50 50 45 34 34 11 11 15 15 26 26 45 45 40 32 17 17, 35 35 21 21 29 29 22 22 22 50 84 84 43 43 30 30 13 13 39 39 157 157 184 184 121 121 78 78 46 46 8 8 21 5742.7570.7570.3941.3941.3311.3311.3533.3533.5567.5567.13610-13610.15518.15518~10863.10863.7989.7989.6055.6055.4514.4514.4799.1.300 1.300 1.300 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.300 1.300 1.000 1.000 1.000 1.000$.000 1.000 1.000 1.000 1.000 1.000 1.300 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 SC374 1 0002 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 1.000 SC374 1.000 1~000 2 110 115 115 120 8 TNGT TNGT 120 E 125 TNGT 120 8 BEND 120 M 120 M BEND 120 E 26 26 26 26 26 27 27 30 30 30 134 134 16 16 30 29 29 26 28 28 62 62 29 29 22 22 22 22 27 27 21 21 21 21 21 6 6 11 50 47 47 13 20 22 22 12 20 49 22 47 47 20 13 17 17 20 12 34 4799.5784.5784.2610.2610.2383.2383.2177.2177.4973.1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.300 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.300 1.000 1.000 SC374 1.000 1.000 1.000 2 STRESSES AND LOCAL FORCES AND MOMENTS ME 101/I 2 DATE 040182 PAGE 571 ELEMENT TYPE/TITLE FROM TO FA LOCAL FORCES (LB)FB FC MA MB MC LOCAL MOMENTS (FT-LB)STRESS (PSI)STRESS INT.FAC.(I)FLEX.IN PLANE FACTOR CODE OUT AND PLANE CLASS 125 130 130 130A TNGT TNGT 28 28 28 28 31 31 16 16 27 27 49 49 49 49 11 10 10 20 34 43 43 19 4973.5435.5435.4633.1.300 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 SC374 1.000 2 1.000 SC374 1.000 2 130A 135 TNGT 28 28 17 17 49 49 20 31 19 13 4633..4878.1.000 1.000 1.000 SC374 1.000 1.000 1.000 2 135 135A TNGT 28 28 12 12 36 36 49 49 31 26 13 12 4878.4661.1.000 1.000 1.000 1.000 SC374 1.000 1.000 2 135A 137 TNGT 28 28 33 33 49 49 26 78 12 23 4661.7777.1.000 1.000 1.000 SC374 1.000 1.000 1.000 2 137 138 TNGT 19 15 16 13 127 99 0 0 116 0 15 0 9658.0.1.000 1.300 1.000 1.000 SC374 1.000 1.000 2 137 140 140 140A 140A 145 TNGT TNGT TNGT 31 31 31 31 31 31 16 16 99 99 20 20 22 22 68 68 68 68 68 68 78 55 55 15 15 29 9 13 13 4 8501.7248.7248.5708.5708.6076.1.000 1.000 1.000 1.000 1.000 SC374 1.000 2 1.000 1.000 1.000 SC374 1.000 1.000 1.000 2 1.000 1.000 1.000 SC374 1.000 1.000 1.000 2 145 145A TNGT 0 0 10 7 928.669.1.000 1.000 1.000 1.000 1.000 SC374 1.000 2 145A 150 150 155 TNGT TNGT 0 0 0 0 0 0 7 10 10 8 669.808.808.638.1.000 1.000 1.000 SC374 1.000 1.000 1.000 2 1.000 1.000 1.000 SC374 1.300 1.000 1.000 2 155 160 TNGT 0 0 0 1 8 12 638.991.1.300 1.000 1.000 1.000 1.000 SC374.1.000 2 160 165 165 170 TNGT TNGT 10 10 12 4 991.373.373.254.1.000 1.000 1.000 SC374 1.000 1.000 1.000 2 1.000 1.000 1.000 SC374 1.000 1.000 1.000 2 170 175 TNGT 175 TNGT 180 B 12 12 12 12 254.283.283.632.1.000 1.300 1.300 1.000 1.000 1.000 1.000 1.000 1.000 SC374 1.000 2 1.000 SC374 1.000 2 STRESSES AND LOCAL FORCES AND MOMENTS ME 101/I2 DATE 040182 PAGE 572 ELEMENT TYPE/TITLE FROM TO FA LOCAL FORCES (LB)FB FC MA MC LOCAL MOMENTS (FT-LB)STRESS (1SI)STRESS FLEX.INT.FAC.IN (I)PLANE FACTOR CODE DUT AND PLANE CLASS 180 E 185 185 185A 185A 190 190 190A 190A 195 195 200 200 205 205 205A 205A 210 210 210A 210A 215 TNGT TNGT TNGT TNGT TNGT TNGT TNGT TNGT'NGT TNGT TNGT 180 8 BEND 180 M 180 M BEND 180 E 14 17 17 17 26 26 39 39 47 47 56 56 65 65 71 71 87 87 81 81 72 72 62 62 50 50 10 4 24 24 16 16 91 91 74 74 24 24 28 28 0 0 1 0 0 0 0 0 0 0 0 0 0 0.0'0 1 8 21 21 29 29 62 62 14 14 69 69 30 30 16 16 9 632.726.726.736.736.697.697.644.644.1704.1704.2359.2359.5119.5119.1132.1132.5672.5672.2482.2482.1307.1307.787.787.757.1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.300 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.300 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1~000 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1 000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 1.000 1.000 SC374 1.000 1.000 1.000 2 215 215A TNGT 215A 220 TNGT 220 TNGT 225 B 225 B BEND 225 M 36 36 19 19 1 0 3 14 9 10 10 11 14 15 757.952.952.978.978.1121.1121.1274.1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 1.000 1.000 1.000 SC374 2 1.000 1.000 SC374 1.000 1.000 2 /STRESSES AND LOCAL FORCES AND MOMENTS ME 101/I 2 DATE 040182 PAGE 573 ELEMENT TYPE/TITLE FROM TO FA LOCALFORCES (LB)FC FB MA MB LOCAL MOMENTS (FT-LB)STRESS (PSI)STRESS INT.FAC.(I)FLEX.IN PLANE FACTOR CODE OUT AND PLANE CLASS 225 M 225 E 225 E 230 BEND TNGT 230 230A TNGT 230A 235 235 235A TNGT TNGT 235A 240 TNGT 240 245 245 250 TNGT TNGT 250 TNGT 255 B 255 8 BEND 255 M 255 M BEND 255 E 255 E 260 TNGT 265 E 270 270 275 TNGT TNGT 260 TNGT 265 8 265 8 BEND 265 M 265 M BEND 265 E 13 13 15 15 18 18 10 10 18 18 19 19 0 1 ,5-',.5 16 8 8 14 14 6 6 10 10 5 5 18 18,.12 12 9 17 14 1 15 16 9 10 10 17 15 15 14 8 5 3 29 1274.1309.1309.1000.1000.1368.1368.606.606.949.949.545.545.1526.1526.1115.1115.964.964.1095.1095.1 126.1126.1105.1105.1646.1646.1536.1536.1409.1409.564.564.2467.1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.300 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1~000 1.000 1.000 1.000 1.000 1.000 1.300 1.300 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.300 1.000 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 STRESSES AND LOCAL FORCES AND MOMENTS ME 101/I2 DATE 040182 PAGE 574 ELEMENT TYPE/TITLE FROM TO LOCAL FORCES (LB)FA FB FC LOCAL MOMENTS MA (FT-LB)MC STRESS (PSI)STRESS FLEX.INT.FAC.IN (I)PLANE FACTOR CODE OUT AND PLANE CLASS 275 280 TNGT 14 11 29 3 2467.246.1.000 1.300 1.000 1.000 SC374 1.000 1~000 2 280 285 285 290 290 290A 290A 295 295 300 300 305 TNGT TNGT TNGT TNGT TNGT TNGT 305 TNGT 310 8 310 8 BEND 310 M 310 M BEND 310 E 310 E TNGT 315 315 TNGT 320 8 320 8 BEND 320 M 320 M BEND 320 E 17 17 17 17 18 18 18 18 1 0 0 2 11 16 18 19 1 0 2 0 0, 0 3 10 10 11 11 6 0~246.835.835.956.956.529.529.525.525.542.542.267.267.253.253.213.213.204.204.218.218.186.186.186.186.221.1.300 1.300 1.300 1.000 1.000 1.000 1.000 1.000 1.000 1.300 1.300 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.300 1.300 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 1.000 1.000 SC374 1.000 2 1.000 1.000 SC374 1.000 1.000 2 1.000 1.000 SC374 1.000 1.000 2 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 F 000 1.000 SC374 1.000 1.000 2 1.000 1.000 SC374 1.000 1.000 2 1.000 1.000 SC374 1.000 1.000 2 320 E 500 TNGT 0 0 221.342.1.000 1.000 1.000 1.000 1.000 SC374 1.000 2 AT THE MEMBER END 95 OF ELEMENT FROM 95 TO 100 8~MAX.STRESS (PSI)IS 15518. EFFECTIVE ACCELERATIONS ME 101/I2 DATE 040182 PAGE 575 TI TI.E PROJECT NUMBER PROBLEM NUMBER USER LOAD CASE SP-HCB-108 LINE 8856 5280 J.ABI SAMRA SEISEM EARTHOUAKE COMPONENT: X+V+2 RESULTS OF MODAl SYNTHESIS DATA PT GLOBAL-X EFFECTIVE ACCELERATIONS (O'S)GLOBAL-Y GLOBAL-2 RESULTANT 5 10 15 20 25 30 3g 40 45 B 45 E 50 55 60 65 70 75 80 B 80 E 85 90 95 100 B 100 E 105 110 115.000.023.220.321.696 1.889 4.584 7.823 5.509 8.107 7.953 5.612.970 3.392 4.190 3.253.840.000 13.017 5.558 5.063 3.603.000 2.566 2.567.000.325 3.076 4.490 4.498 4.505 4.512 4.513 4.462 1.476.000 5.963.695.000 2.761 4.944 5.503 6.581 6.580 6.568.000 1.632 3.215 3.216 3.217.000.000.052.517.755.295 1.111 3.662 6.706" 2.622 4.866 4.865 4.859 3.225 3.226 3.229 3.221 3.215 1.122 8.637 8.638 8.638 6.945 3.342 1.391.000.330 3.127 4.565 4.561 5.010 7.401 11.249 7.559 9.569 9.323 9.522 3.439 3.226 5.437 7.237 7.155 6.728 6.580 16.947 10.272 10.144 8.458 4.639 4.344 2.567 EFFECTIVE ACCELERATIONS ME 101/I2 OATE 040182 PAGE 576 DATA PT GLOBAL-X EFFECTIVE GLOBAL-Y ACCELERATIONS (O'S)GLOBAL-2 RESULTANT 120 B 120 E 125)30 130A 135 135A 137 138 140 140A 145 145A 150 155-160 165 170 175 180 8 180 E 185 185A 190 190A 195 200 205 205A 210 2 10A 215 215A 220 225 8 225 E 2.567 2.077.784 1.121.000 1.675 1.544 6.003.000.690 3.874.869.881.893.894.895 5.527 6.631 2.389 3.800.000 2.255.000 3.209.000 7.515.000 4.237.000 2.674 3.009 13.373 12.684.079.078.072.066.060.055 5.454.041.021.000.006.013.014 4.457 4.123 4.309 4.509 2.437 2.440 2.433 2.426 2.417 2.405 2.391 2.384.000 2.777.000 5.715.000 2.119.000 1.536 1.624 1.798 2.156 2.152.000 2.708.000 5.746 6.075 6.082.000 2.215.000 5.589.000 1.197.000.614.000,.947 3.815 4.929.000 1.966.000 2.642.000 2.486 2.491 2.500 2.508 2.518 2.526 2.535 2.539 2.540 2.305 13.736 13.032 2.292~078 2.932.066 5.985 6.269 10.138.041 2.320.000 6.801.013 1.479 4.544 4.263 4.400 4.694 7.144 8.615 2.433 3.931 2~417 5.215 2.391 4.117 2.491 4.926 2.508 9.771 2.526 5.373 2.539 3..995 4.123 1 EFFECTIVE ACCELERATIONS ME 101/I 2 DATE 040182 PAGE 577 EFFECTIVE ACCELERATIDNS (G'S)DATA PT GLOBAL-X GLOBAL-Y GLOBAL-Z RESULTANT 230 230A 235 235A 240 245 250 255 B 255 E 260 265 8 265 E 270 275 280 285 290 290A 295 300 305 310 B 310 E 315 320 B 320 E 500 3.001 2.979 2.944 2.895 2.832 2.757.000 1.425 2.152 2.153 2.161 2.001 2.531.000 5.050.648.000 6.159.000 1.742 1.435 1.411 1.490 1.489 1.057.330.000 1.978.000 1.969.000.482.000.920.591.000 3.631 2.984 2.032 2.033 2.023 1.217 1.216 1.206 1.194 1.189.000.219 1.095.645..645.282.000 8.494.000 8.048.000 3.051 3.049 3.042 1.380.000 3.255 2.943 3.258.000.753.754*5.635.000 1.963 1.963 1.963 1.426.692.606.329.000 3.001 9.216 2.944 8.776 2.832 4.140 3.049 3.483 2.624 2.153 5.333 4.644 4.599 2.033 5.492 1.571 1.216 8.434 1.194 2.881 2.431 2.428 2.336 1.764 1.378.544.000 ACTIONS DN SUPPORTS AND ANCHORS~TITLE SP-HCB-108 LINE PROJECT NUMBER: 8856 PROBLEM NUMBER: 5280 USER J.ABI SAMRA LOAD CASE: SEISEM ME 101/12 DATE 040182 PAGE 578 DATA PT TYPE TITLE FX GLOBAL FORCES (LB)FY FZ MX GLOBAL MOMENTS (FT-LB)MZ 5 25 50 65 65 85 85 95 105 115 115 130 130 135 135 140 140 145 150 150 160 170 185 185 190 190 195 195 205 205 210 210 215 215 220 ANC RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD ANC RAD RAD RAD RAD RAD RAD RAD RAD.RAD RAD RAD RAD RAD RAD RAD RAD RAD 331.149.0.279.0.321.0.0.66.0.0.49.0.91.0.185.0.50.144.0.0.0.59.0.47.0.39.0.19.0.49.0.72.0.76.121.0.283.0.240.0.0.459.0.225.0.0.0.0.0.0.0.151.0.0.0.0.0.0.0.0.0.0.0.132.0.44.0.32.0.191.352.0.0.0.0.508.0.0.0.122.0.88.0.120.0.142.53.0.48.37.53.0.70.0.38.0.290.0.0.0.0.0.0.0.74, 0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.78.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.63.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.84.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.65.E 0 0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.54.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0. ACTIONS DN SUPPORTS AND ANCHORS ME 101/I2 DATE 040182 PAGE 579 DATA PT 220 230 230 235 235 240 240 250 250 260 260 275 275 290 290 295 295 305 500 TYPE TITLE RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD ANC FX 0.0.0.0.0.0.0.295.0.0.0.73.0.64.0.61.0.0.27.GLOBAL FORCES (LB)FY 16.15.0.14.0.14.0.0.13.10.0.0.0.0.0.0.0.55.7.FZ 0.0.79.0.75.0.58.0.0.0.86.0.91.0.60.0.64.0.23.MX 0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.7.GLOBAL MOMENTS (FT-LB)MY 0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.21.MZ 0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.10. ACTIONS ON SUPPORTS AND ANCHORS ME 101/I 2 DATE 040182 PAGE 580 TITLE SP-HCB" 108 LINE PROJECT NUMBER: 8856 PROBLEM NUMBER: 5280 USER J.ABI SAMRA LOAD CASE: SEISEM DATA TYPE PT TITLE I.OCAL FORCES (LB)FA FB.FC MA MB LOCAL MOMENTS (FT-LB)MC COS AX CDS AY COS AZ DIRECTION COSINES COS COS COS COS COS COS BX BY BZ CX CY CZ 5 25 50 65 65 85 85 95 105 115 115 130 130 135 135 140 140 145 150 150 160 170 185 185 190 190 195 195 205 205 210 210 215 215 220 ANC RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD ANC RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD 331 382 283 279 240 321 508 459 66 225 122 49 88 91 120 185 142 50 144 48 37 53 59 70 47 38 39 290 19 132 49 44 72 32 76 121 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0'51 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 191 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 53 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 74 0 0 0 0 0 0 0 0 0 0 ,;0, 0 0 0 0 0 78 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 63 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 84 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 65 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 54 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1.00.391.000 1.00.000 1.00.000.000 1.00.000.000 1.00.000 1.00.000 1.00.000 1.00 1.00.000.000.000 1.00.000 1.00.000 1.00.000 1.00.000 1.00.000 1.00.000 1.00.000.000 1.00.000 1.00.000.000 1.00.000 1.00.000.000.000.000.000.000.000.000.000.000.000.000.000.000 1.00.000 1.00.000 1.00.000.000.920'000.000.000.000 1.00.000.000.000 1.00 1.00 1.00.000 1.00.000.000 1.00 1.00 1.00.000 1.00.000 1.00 1.00.000.000.000.000.000 000 1 00 000 000 000 1 00.000 1.00.000.000.000 1.00 ACTIONS ON SUPPORTS AND ANCHORS ME 101/I2 DATE 040182 (0 PAGE 581 DATA TYPE TITLE PT LOCAL FORCES (LB)FA FB FC LOCAL MOMENTS (FT-LB)MB DIRECTION COSINES MC CDS COS COS CDS COS COS COS COS COS'X AY AZ BX BY BZ CX CY CZ 220 RAD 230 RAD 230 RAD 235 RAD 235 RAD 16 15 79 14 75 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.000 1.00.000 0.000 1.00.000 0.000.000 1.00 0.000 1.00.000 0.000.000 1.00 240 RAD 240 RAD 250 RAD 250 RAD 260 RAD 14 58 295 13 10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.000 1.00 0.000.000 0 1.00.000 0.000 1.00 0.000 1.00.000 1.00.000.000.000 260 RAD 275 RAD 275 RAD 290 RAD 290 RAD 86 73 91 64 60 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.000 0 1.00 0.000 0 1.00 0.000.000 1.00.000.000.000 1.00.000.000.000 1.00 295 RAD 295 RAO 305 RAD 500 ANC 61 64 55 27 0 0 0 7 0 0 0 23 0 0 0 7 0 0 0 21 0 1.00.000.000 0.000.000 1.00 0.000 1.00.000 10 1.00.000.000.000 1.00.000.000.000 1.00 JOINT DISPLACEMENTS FOR THE SEISEM LOAD CASE TITLE SP-HCB-108 LINE PROJECT NUMBER: 8856 PROBLEM NUMBER: 5280 USER J.AB ISAMRA LOAD CASE: SEISEM ME 101/I2 DATE 040182 PAGE 582 DI SPLACEMENTS (IN)ROTATIONS (RAD)DATA 5 10 15 20 25 30 35 40 45 B 45 E 50 55 60 65 70 75 80 B 80 E 85 90 95 100 B 100 E 105 110 115 120 B 120 E 125 130 130A 135 135A 137 138 PT TYPE/TITLE DX.000.00'I.009.017.056.144.308.489.200.247.236.153.032.000.104.157.154.041.000.358.145.106.069.000.050.050.050.043.011.020.000.053.060.479 DY.000.004.032.064.064.064.064.064.064.020.000.102.025.000.093'184.206.262.262'261.000.042.063.063.063.000.191.176.001.001.001.001.001.001.030 DZ.000.003.022.041.024.028.081.148.120.161.161.161.081.081.081.081.080.023.000.105.105.105.083.039.024.000.024.030.030.000.041.096.097.055 RX.000000.001847.004823.004837.005421.007 186.008518.008675.0078 14.008966.008830.007173.007824.008674.009250.007011.007932.010368.009 145.011655.009640.005416.005595.006806.007063.0072 16.009222.009924.007 144.005309.000602.001976.002299.002494.002862 RY.000000.001 193.002022.001738.001738.001738.001738.001738.003477.005177.005586.008009.010647.011032.008476.002697.003798.004358.004395.012079.012394.011421.009042.006342.004696.003047.001393.001970.003697.004708.011962.019196.026469.033757.037585 R2.000000.000812.004769.013992.018459.021380.023284.023508.013551.013786.013844.014417.015528.015826.016882.018308.018820.018402.016978.010263.007267.007478.008353.009449.010135.010073.007295.005935.002608.002078.000301.002828.003216.003299.003299 JOINT DISPLACEMENTS FOR THE SEISEM LOAD CASE ME 101/I2 DATE 040182 PAGE 583 DISPLACEMENTS (IN)ROTATIONS (RAD)DATA PT TYPE/TITLE 140 140A 145 145A 150 155 160 165 170 175 180 8 180 E 185 185A 190 190A 195 200 205 205A 210 210A 215 215A 220 225 8 225 E 230 230A 235 235A 240 245 250 255 8 255 E 260 265 8 265 E 270 275 280 285 290 DX.020.041.000.012.012.008.008.008.027.034.005.016.000.007.000.008.000.011.058.012.015.016.016.016.016.015.014.000.028.044.044.044.042.030.000.039.004 DY.000.000.000.000.000.000.067.083.084.085.072.070.070.070.070.070.070.070.039.000.021.028.049.051.000.034.000.029.000.005.000.010.007.000.070.064.013.018.018.010.009 DZ.000.032.000.066.000.014.000.003.000.004.015.021.000.015.000.058.000.094.094.094.095.095.095.095.095.095.088.000.087.000.079.000.029.029.029.013.000.118.117.107.000.006.006.000 RX.002696.000664.000000.0007'l4.002874.002786.002347.002744.002811.002897.002233.001634.001182.000356.001754.001468.007820.009310.005873.000827.002057.000350.001248.000431.001862.002524.002464.0021 14.001774.001462.001177.000948.000825.000777.000894.001366.001661.005352.005621.006243.003432.002158.002374.002339 RY.025318.012659.000000.000268.000535.00057 1.000516.001282.001678.002148.003141.003129.002202.001851.001597.001071.000899.000836.000750.000138.001561.000299.001868.000304.001131.000929.001544.0027 15.000486.002337.000514.001877.002154.002197.003101.003175.003262.001 129.001303.001790.002511.005500.005451.005249 RZ.004155.001024.000000.000552.002220.002483.001462.001843.001838.001829.001207.000805.00108 1.000173.000981.000073.000840.000666.000652.001000.000993.001056.001192.001465.001794.002019.002084.001545.000270.001297.000184.000649.000605.000862.001424.001724.001772.000980.001018.001613.001310.001125.001517.001674 JOINT DISPLACEMENTS FOR THE SEISEM LOAD CASE ME 101/I 2 DATE 040182 PAGE 584 DISPLACEMENTS (IN)ROTATIONS (RAD)DATA PT TYPE/TITLE 290A 295 300 305 310 8 310 E 315 320 8 320 E 500 DX.041.012.009.009.010.010.007.002.000 DY.009.009.009.000.002.008.004.004.002.000 DZ.045.000.016.016.016.011.005.004.002.000 RX.000366.001863.001741.001721.001674.001263.000679.000491.000267.000000 RY.003243.001457.001118.001056.001062.001082.000974.000837.000638.000000 RZ.000066.001581.001060.000760.000706.000409.000487.000581.000405.000000 DIRECTION COSINES AND GLOBAL FORCES AND MOMENTS TITLE SP-HCB-108 LINE PROJECT NUMBER: 8856 PROBLEM NUMBER: 5280 USER J.ABI SAMRA LOAD CASE: SEISEM ME 101/I2 DATE 040182 PAGE 585 ELEMENT TYPE/TITLE FROM TO DIRECTION COSINES COSAX COSAY COSAZ COSBX COSBY COSBZ COSCX COSCY COSCZ GLOBAL FORCES (LB)FX FY FZ GLOBAL MOMENTS (FT-LB)MX MY MZ 5 10 10 15 TNGT TNGT-.920.000-.920.000-.921.000-.921.000.391.391.390.390.000-1.000.000.000-1.000 .000.000-1.000 .000.000-1.000.000.391.391.390.390.000.000.920.920.921.921 331 327 327 315 121 121 121 121 191 188 188 178 74 55 55 17 63 39 39 45 56 23 23 131 15 20 20 25 25 30 30 35 35 40 TNGT TNGT TNGT TNGT TNGT-.921.000-.921.000.000-1.000.000-1.000.000-1.000.000-1.000.000-1.000 .000-1.000 .000-1.000.000-1.000 .390.390.000.000.000.000.000-1.000 .000.000-1.000.000.000.000-1.000 .000.000-1.000.000.000-1.000.000.000-1.000 .000.000-1.000~000.000-1.000.000.000-1.000.000.000-1.000 .390.390 1.000 1.000 1.000.000 1.000'000 1.000 1.000 1.000 1.000.921.921.000.000.000.000 248 241 212 209 239 235 144 122 22 18 119 119 66 65 64 64 35 111 13 4 138 136 194 196 210 205 119 99 19 12 17 47 134 155 155 80 80 12 12 0 45 44 0 0 0 0 0 0 0 0 131 226 249 184 184 99 99 14 14 0 20 45 B TNGT 45 8 BEND 45 M 45 M BEND 45 E.000.707.707.707.000 1.000.000 1.000.000 1.000.000 1.000.000.707.000-.707.000-1.000.707.000.000.000 1.000.000.000 1.000.000.000 1.000.000-.707.707 1.000 1.000 1.000 1.000 1.000 1.000.000.000.000.000.000.000 61 61 50 50 50 29 268 268 279 279 279 158 95 95 97 97 97 99 96 93 93 79 79 43 33 33 33 32 32 44 101 47 47 40 40 31 45 E 50 50 55 55 60 60 65 TNGT TNGT TNGT TNGT-.707-.707.000 1.000.000 1.000.000 1.000.000 1.000.707.707.000 1.000.000 1.000.000-1.000.000-1.000.000-1.000.000-1.000 .000-1.000.000-1.000.000-1.000.000-1.000.000 1.000.000 1.000 1.000 1.000.000.707.000.707 1.000 1.000.000.000.707.707 28 43 33 33 24 24 23 23 158 280 47 47 53 53 52 52 100 100 104 104 115 115 113 113 43 62 62 70 70 100 100 110 44 40 40 63 63 97 97 100 31 38 38 38 38 33 33 33 DIRECTION COSINES AND GLOBAL FORCES AND MOMENTS ME 101/I2 DATE 040182 PAGE~O 586 ELEMENT TYPE/TITLE DIRECTION CDSINES GLOBAL FORCES (LB)GLOBAL MOMENTS (FT-LB)FROM TO COSAX COSAY CDSAZ COSBX COSBY CDSBZ COSCX COSCY COSCZ FX FY FZ MX MY MZ 65 70 TNGT 1.000 1.000.000-1.000.000-t.000 1.000$.000.000.000 209 231 198$69 112 76 110 72 100$48 33 28 70 75 75 80 B TNGT TNGT 80 B BEND 80 M 80 M BEND 80 E 80 E 85 TNGT 85 90 TNGT 90 95 95 100 8 TNGT TNGT 100 B BEND t00 M 100 M BEND 100 E.000.707.000 1.000.000$.000.000 1.000.000 1.000.000 1.000.707.000.000.000 1.000.000.000 1.000.000 1.000.000 1.000.000.000.000 1.000.707.707.000.707.000 1.000.707.000.000.000 1.000.000.000$.000.000 1.000.000$.000.000 1.000.707.707.000-1.000 .000-$.000.000-1.000.000-$.000.000 1.000.000.707.000-.707 1.000 1.000 1.000 1.000-$.000-1.000.000-1.000 .000-1.000.000-1.000.000-1.000.000 1.000.000.707 1.000 1.000.000.000.000-.707 1.000 1.000 1.000 1.000 1.000 1.000-1.000-1.000.000;707-.707-1.000.000.000-1.000 -1.000.000..707-.707-1.000.000.000-1.000-1.000.000.000$.000 t.000.000.000 1.000 1.000.000.000.000.000.000.000.000.000.000.000.000.000 28 28 239 243 244 248 248 251 252 255 70 60 36 36 43 43 45 45 45 45 73 73 186 187 192 193$93 193 199 199 217 243 277 277 191 191 191 191 191 191 210 220 441 445 445 449 449 452 453 455 90 99 80 80 81 81 84 84 84 84 72 134 134$23 123 86 86 42 42 151$51 207 207 248 248 163 163 110$10 71 148 145$45 64 64 24 24 47 47 47 47 36 36 25 25 45 45 58 58 63 28 28 28 28 28 22 22 86 86 148$48 62 62 62 62 62 62 57 57 47 100 E$05 105 1$0 TNGT TNGT.000 1.000.000$.000.000 1.000.000 1.000.000.000 1.000.000.000$.000.000.000 1.000.000.000 1.000 1.000 1.000 1.000 1.000.000.000 46 46 31 31 192 192 192$92 90 90 92 92 71 20 20 32 63 63 63 63 47 32 32 31 110 115 115 120 B TNGT TNGT$20 B BEND 120 M$20 M BEND 120 E-1.000-$.000-$.000-1.000-1.000-.707-.707.000.000.000.000.000.000.000.000.707.000.707.000 1.000.000.707.707 1.000.000.000-1.000.000-$.000.000-1.000.000-1.000 1.000.707.707.000.000 1.000.000$.000.000 1.000.000 1.000.000.000.000 1.000.000 1.000.000$.000.000 1.000 30 30 28 28 30 30 30 30 193 193 42 42 30 30 30 30 93 93 42 42 45 45 45 45 32 32 32 32 32 29 29 23 63 67 67$9 19 27 27 29 31 73 73 40 40 34 34 31 DIRECTION COSINES AND GLOBAL FORCES AND MOMENTS ME 101/I 2 DATE 040182 PAGE 587 ELEMENT TYPE/TITLE DIRECTION COSINES GLOBAL FORCES (LB)GLOBAL MOMENTS (FT-LB)FROM TO COSAX COSAY COSAZ COSBX COSBY COSBZ COSCX COSCY COSCZ FX FY FZ 120 125 TNGT 125 TNGT 130.'000.000.000 1.000.000 1.000.000 1.000.000.000 1.000.000.000-1.000.000-1.000 000 000 1.000 1.000.000.000 1.000 1.000,.000 1.000 1.000.000 32 32 32 32 59 59 59 59 49 49 52 52 23 79 79 94 29 50 50 50 31 31 31 27 130A 135 TNGT 135 TNGT 135A 135A TNGT 137 130 TNGT 130A.000 1.000.000 1.000.000 1.000.000.000 1.000.000.000 1.000.000 1.000.000 1.000.000.000 1.000.000.000.000.000.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000.000.000.000.000.000.000 12 12 14 14 37 37 33 33 59 59 59 59 59 59 60 60 46 46 49 49 82 82 58 58 94 49 49 74 74 61 61 151 50 50 50 50 50 50 50 50 27 24 24 32 32 27 27 78 137 138 TNGT.000 1.000.000 1.000.000-1.000.000-1.000 1.000 1.000 128 132 116 19 130 88 107 0 117 0 0 0 150 155 TNGT 137 TNGT 140 140 TNGT 140A 140A TNGT 145 145 TNGT 145A 145A TNGT 150.000 1.000.000 1.000.000 1.000.000 1.000.000.000.000 1.000.000.000 1.000.000.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000.000.000.000.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000.000.000.000.000.000.000.000.000.000.000 131 141 45 26 27 23 38'0 15 36 107 51 54 56 56 59 59 62 21 21 21 12 12 21 87 102 40 17 18 11 43 31 16 31 17 5 66 61 61 6 6 11 50 44 44 14 14 7 84 84 84 84 84 84 100 81 81 15 15 29 40 28 28 38 38 22 155 160 160 165 165 170 170 175 TNGT TNGT TNGT TNGT 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000.000.000.000 1.000.1.000.000.000.000 1.000.000.000.000'1.000.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000 49 49 45 45 42 42 42 42 20 20 14 14 19 19 21 21 13 13 10 10 26 26 1 10 10 29 29 31 31 29 22 33 33 17 17 17 17 18 DIRECTION COSINES AND GLOBAL FORCES ANO MOMENTS ME 101/I 2 DATE 040182 PAGE 588 ELEMENT TYPE/TITLE DIRECTION COSINES GLOBAL FORCES (LB)GLOBAL MOMENTS (FT-LB)FROM TO COSAX COSAY COSAZ COSBX COSBY COSBZ COSCX COSCY COSCZ FX FY FZ 175 180 B 180 8 180 M TNGT BENO.000.000.707.707.707.924.707.707.707.383.000-.707.000-.707.000.707.000.353.707.707-.707-.924 1.000 1.000-1.000-1.000 41 41 31 31 27 27 30 30 26 26 19 19 7 28 28 32 29 1 18 18 18 21 180 E 185 TNGT 185 185A TNGT 180 M BEND 180 E.000.924.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000.383.000.383-.924-1.000.000.000-1.000 -1.000.000.000.000.000 1.000.000.000 1.000 1.000 1.000.000.000.000.000 1.000 1.000.000.000.000 1.000 1.000.000.000.000 31 31 9 33 26 8 30 30 39 33 45 56 19 19 12 35 35 11 32 35 35 32 32 16 21 26 26 26 26 15 185A 190 TNGT.000 1.000.000.000 1.000.000.000.000 1.000 1.000.000.000 1.000 1.000 8 20 69 56 12 14 16 25 15 16 190 190A 190A 195 195 200 TNGT TNGT TNGT.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000.000.000.000.000 1.000.000.000 1.000.000.000 1.000.000.000 1.000 1.000 1.000 1.000 1.000.000.000 1.000 1.000.000.000 1.000 1.000.000.000.000.000 27 12 10 24 15 5 65 81 95 77 83 84 25 30 20 55 235 226 25 37 37 124 124 72 16 20 20 9 9 1 200 205 TNGT.000.000 1.000.000.000 1.000.000-1.000.000-1.000 1.000.000 1.000.000.000.000 6 4 87 88 224 216 72 101 205 205A 205A 210 210 210A 210A 215 215 215A TNGT TNGT TNGT TNGT TNGT.000.000.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000.000-1.000.000-1.000.000-1.000.000-1.000.000-1.000.000-1.000 .000-1.000.000-1.000.000-1.000 .000-1.000.000.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 000 1.000 000 1.000.000.000.000.000 15 11 5 25 24 23 26 33 39 19 36 30 34 39 8 17 21 12 9 12 213 110 98 174 169 85 70 114 107 51 101 40 40 23 23 30 30 13 13 19 2 20 20 16 16 38 38 36 36 36 215A 220 220 225 B TNGT TNGT.000.000 1.000.000.000 1.000.000 1.000.000 1.000.000-1.000.000-1.000 .000-1.000.000-1.000 000 000 1.000.000 1.000.000 1.000 1.000 19 40 38 18 31 31 24 9 19 14 14 36 40 40 27

DIRECTION COSINES AND GLOBAL FORCES AND MOMENTS ME 101/I 2 DATE 040182 PAGE 589 ELEMENT TYPE/TITLE DIRECTION COSINES GLOBAL FORCES (LB)GLOBAL MOMENTS (FT-LB)FROM TO COSAX COSAY COSAZ COSBX COSBY COSBZ COSCX CDSCY COSCZ FX FY FZ MX MY 225 8 BEND 225 M 225 M BEND 225 E 225 E TNGT 230 230 TNGT 230A 230A TNGT 235 235 TNGT 235A 235A TNGT 240 240 TNGT 245 245 TNGT 250 250 TNGT 255 B 255 B BEND 255 M 255 M BEND 255 E 255'TNGT 260 260 TNGT 265 B 265 8 BEND 265 M 265 M BEND 265 E 265 E TNGT 270.000.707.707 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000.000.000.000.707.707 1.000 1.000 1.000 1.000 1.000 1.000.924.924.707.707.707.000.000.000.000 1.000.707.707 1.000 1.000 1.000 1.000 1.000.707.707.000.000.000.383.383.707.707.707 1.000.707.707.000.000-.707.000-.707.000-1.000.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000.000 1.000.000-1.000 .000-1.000.000-1.000.000-1.000.000.000 1.000.707.707.000.000.000-.707.000-.707.000-1.000.000 1.000.000 1.000.000 1.000.000 1.000.000.000.000-.383-.383-.707.000 1.000.000.924.000.924.000.707.000.000.000 1;000.000 1.000.000 1.000.000 1.000.000.000 1.000 1.000.000.000 1.000 1.000 1.000 1.000.000.000.000.000 1.000 1.000 1.000 1.000.000-1.000 .000-1.000 I.000-1.000.QO-1.000-.707-.707.000.000.000.000.000.000.000.000.000.000.000.000.000.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000.707.707 17 15 15 14 15 33 35 43 67 67 90 90 114 114 137 137 150 220 76 35 33 33 33 54 54 50 49 7 7 8 9 12 3 2 4 7 7 9 8 8 9 9 5 5 6 5 9 8 9 9 9 9 9 9 10 10 10 10 13 25 6 9 9 12 15 43 38 32 38 38 36 36 31 31 23 23 30 24 24 36-42 42 42 44 45 48 38 13 14 16 16 17 19 20 2 2 2 2 2 2 2 3 7 7 9 9 12 12 12 12 12 12 12 12 11 11 19 27 31 31 30 30 45 45 61 61 56 56 57 57 38 38 41 41 92 92 29 29 23 23 27 27 40 40 27 27 25 25 23 23 9 2 2 2 11 11 18 18 9 9 17 17 11 11 8 8 7 8 6.4 3 3 12 12 11 11 17 DIRECTION COSINES AND GLOBAL FORCES AND MOMENTS ME 101/I 2 DATE 040182 PAGE 590 ELEMENT TYPE/TITLE DIRECTION COSINES GLOBAL FORCES (LB)GLOBAL MOMENTS (FT LB)FROM TO COSAX COSAY COSAZ CDSBX COSBY COSBZ COSCX COSCY COSCZ FX FY FZ MY 270 275 TNGT 1.000 1.000.000 1.000.000 1.000 1.000.000.000 1.000.000.000 19 39 24 16 27 53 19 63 17 37 275 280 280 285 TNGT TNGT 1.000 1.000.000.000.000-1.000.000-1.000.000 1.000 1.000 1.000 1: 000 1.000 1.000.000 1.000.000 1.000.000.000.000.000.000.000.000.000 34 6 35 35 19 30 41 43 39 9 63 23 23 17 9 12 37 14 14 14 285 290 290 290A 290A 295 295 300 300 305 TNGT TNGT TNGT TNGT TNGT.000.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000.000.000.000-1.000 .000-1.000 .000.000.000.000.000.000.000.000.000.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000.000.000.000.000.000.000.000.000.000.000 35 35 29 20 21 30 31 10 12 12 43 28 29 45 48 37 37 52 53 53 9 31 29 18 22 31 34 5 17 23 23 36 36 23 23 20 20 11 12 9 9 12 12 9 9 12 12 9 14 20 20 36 36 21 21 10 10 10 305 310 B TNGT.000-1.000.000-1.000$.000 1.000.000 1.000.000 1.000.000.000 13 13 6 6 6 6 11 10 10 10 310 B BEND 310 M 310 M BEND 310 E.000.707-.707-1.000.000-1.000 .000-.707-.707.000-1.000-.707-.707 F 000.000.000.000.707.707 1.000.000 1.000.000 1.000.000 1.000.000 1.000.000.000 14 14 14 14 10 10 10 10 10 10 10 10 310 E 315 315 320 B TNGT TNGT-1.000-1.000 1.000 1.000.000-1.000.000-1.000 1.000 1.000.000.000 1.000 1.000.000 1.000.000 1.000 16 16 18 18 9 9 10 10 10 7 10 10 10 3 320 B BEND 320 M 320 M BEND 320 E.000-.500-.500-.707 1.000.707.707.000.500.500.707-.707-.500.000-.707-.500-.707.000-1.000.707.707.500.707.707.707.707.707.000.707.000.707 20 20 20 20 10 10 10 10 320 E 500 TNGT-.707-.707.707.707.000-1.000 .000-1.000.000.000.707.707.707.707 20 20 10 10 9 21 8 10 STRESSES AND LOCAL FORCES AND MOMENTS TITLE SP-HCB-108 LINE PROJECT NUMBER: 8856 PROBLEM NUMBER: 5280 USER J.ABI SAMRA LOAD CASE: SEISEM ME 101/I2 DATE 040182 PAGE 591 ELEMENT TYPE/TITLE FROM TO FA LOCAL FORCES (LB)FB FC MA MC LOCAL MOMENTS (FT-LB)STRESS (PSI)STRESS FLEX'NT.FAC. IN (I)PLANE FACTOR CODE DUT AND PLANE CLASS 5 10 10 15 15 20 20 25 25 30 30 35 35 4Q 20 45 B 45 B 45 M 45 M 45 E 45 E 50 50 55 55 60 60 65 65 70 TNGT TNGT TNGT TNGT TNGT TNGT TNGT TNGT BEND BEND TNGT TNGT TNGT TNGT TNGT 376 371 371 358 277 268 66 65 64 64 35 111 13 4 268 268 279 247 247 99 100 100 104 104 82 82 113 113 112 76 121 121 121 121 119 119 194 196 210 205 119 99 19 12 95 95 97 162 162 158 158 280 47 47 53 53 52 52 198 169 69 65 66 55 61 70 212 209 239 235 144 122 22 18 61 61 50 50 50 29 28 43 33 33 85 85 23 23 209 231 50 50 50 50 50 50 0 0 0 0 4,~0 0 0 0 33 33 33 29 29 31 31 38 38 38 67 67 33 33 33 28 63 39 39 45 45 44 249 184 184 99 99 14 14 0 101 47 47 42 42 44 44 4Q 40 63 63 97 97 100 100 148 78 31 31 122 122 226 134 155 155 80 80 12 12 0 96 93 93 79 79 43 43 62 62 70 43 83 100 110 110 72 9224.5823.5823.11487.11487.19355.23241.19785.19785.10418.10418.1543.1543.0.11774.8935.8935.7737.7737.5664.5664.6803.6803.8343.8363.11843.11760.12521.12521.13730.1.000 1.300 1.300 1.300 1.300'1.300 1.300 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 1.000 SC374 1.000 1.000 2 1.000 1.000 1.300 1.000 1.300 1.000 1.300 1.000 1.300 1.000 1.300 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 SC374 1.000 2 1.QOO SC374 1.000 2 1.000 SC374 1.000 2 1.QQO SC374 1.000 2 1.000 SC374 1.000 2 1.000 1.000 1.000 1.000 1.000 1.300 1.300 1.000 1.300 1.000 1.300 1.000 1.000 1.000 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 1.300 1.000 1.000 1.000 SC374 1.000 2 1.000 1.000 SC374 1.000 1.000 2 1.000 1.000 SC374 1.000 1.000 2 1.000 1.000 SC374 1.000 1.000 2 STRESSES AND LOCAL FORCES AND MOMENTS ME 101/I 2 DATE 040182 PAGE 592 ELEMENT TYPE/TITLE FROM TO FA LOCAL FORCES FB (LB)FC MA MB MC LOCAL MOMENTS (FT-LB)STRESS (PSI)STRESS FLEX.INT.FAC.IN (I)PLANE FACTOR CODE OUT AND PLANE CLASS 70 75 75 80 8 80 8 80 M 80 M 80 E 80 E 85 85 90 90 95 95 100 B 100 8 100 M TNGT TNGT BEND BEND TNGT TNGT TNGT TNGT BEND 210 220 441 445 445 403 403 193 199 199 217 243 80 80 81 81 84 112 73 73 186 187 192 276 276 452 453 455 90 99 277 277 191 191 191 176 28 28 239 243 244 248 248 251 252 255 70 60 36 36 43 43 45 45 28 28 28 28 28 25 25 47 47 47 47 36 62 62 62'2 62 75 148 145 145 64 64 21 21 86 86 148'I 48 62 36 25 25 45 45 34 72 134 134 123 123 86 86 42 42 151 151 207 207 248 248 163 163 110 13730.16375.16375.1 1656.11656.7568.7568.8790.8790.17850.17850.18025.18025.21130.21130.14791.14791.11264.1.300 1.300 1.000 1.000 1.000 SC374 1.000 2 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.300 1.300 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000-1.000 1.000 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 1.000 1.000 SC374 1.000 1.000 1.000 2 1.300 1.000 1.000 SC374 1.000 1.000 1.000 2 100 M 100 E BEND 112 191 176 84 45 45 75 63 34 47 110 71 11264.8754.1.000 1.000 1.000 1.000 1.000 SC374 1.000 2 100 E 105 TNGT 192 192 90 90 46 46 63 63 47 32 71 20 8754.6073.1.000 1.000 1.000 SC374 1.000 1.000 1.000 2 105 110 TNGT 192 192 92 92 31 31 63 63 32 31 20 32 6073.6374.1.000 1.000 1.300 1.000 1.000 SC374 1.000 2 110 115 115 120 8 TNGT TNGT 30 30 28 28 193 193 42 42 93 93 42 42 32 32 32 32 63 67 67 19 31 73 73 40 6374.8581.8581.4501.1.000 1.000 1.000 1.000 SC374 1.000 1.000 2 1.300 1.000 1.000 SC374 1.000 1.000 1.000 2 120 B 120 M 120 M 120 E 120 E 125 BEND BEND 7NGT 30 42 42 45 49 49 45 33 33 30 59 59 30 30 30 30 32 32 32 16 16 31 31 31 40 41 41 23 29 50 19 27 27 29 23 79 4501.4272.4272.3974.3974.8050.1.000 1.000 1.000 1.300 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 SC374 1.000 2 1.000 SC374 1~000 2 1.000 SC374 1.000 2 STRESSES AND LOCAL FORCES AND MOMENTS ME 101/I 2 DATE 040182 PAGE 593 ELEMENT TYPE/TITLE FROM TO LOCAL FORCES (LB)FB FC MA MB LOCAL MOMENTS (FT-LB)STRESS (PSI)STRESS FLEX.INT.FAC.IN (I)PLANE FACTOR CODE DUT AND PLANE CLASS 125 130 130 130A 130A 135 135 135A 135A 137 137 138 137 140 140 140A 140A 145 145 145A 145A 150 150 155 TNGT TNGT TNGT TNGT TNGT TNGT TNGT TNGT TNGT TNGT TNGT TNGT 59 59 59 59 59 59 59 59 60 60 130 88 54 56 56 59 59 62 21 21 21 12 12 21 52 52 46 46 49 49 82 82 58 58 116 19 87 102 40 17 18 11 43 31 16 31 17 5 32 32 12 12 14 14 37 37.33 33 128 132 131 141 45 26 27 23 38 20 15 36 107 51 50 50 50 50 50 50 50 50 50 50 31 27 27 24 24 32 32 27 27 78 84 84 84'o 84 100 81 81 15 84 84 15 29 40 28 28 38 38 22 0 117 0 0 79 94 94 49 49 74 74 61 61 151 107 0 66 61 61 6 6 11 50 44 44 14 14 7 8050.8995.8995.6050.6050.7787.7787.6845.6845.14550.13054.0.12033.10808.10808.7001.7001.7340.5304.4303.4303.3335.3335.1871.1.300 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.300 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1~000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.300 1.000 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 155 160 160 165 165 170 TNGT TNGT TNGT 49 49 45 45 42 42 20 20 14 14 19 19 13 13 10 10 1 10 10 29 29 31 22 33 33 17 17 17 1871.2905.2905.2794.2794.2950.1.300 1.000 1.000 1.000 1.000 1.000 1.000 SC374 1.000 2 1.000 1.000 1.000 1.000 SC374 1.000 1.000 2 1.000 1.000 SC374 1.000 1.000 2 170 175 TNGT 175 TNGT 180 B 42 42 19 19 21 21 33 33 26 26 41 41 13 13 31 29 32 12 17 18 7 28 2950.2878.2872.2699.1.000 1.300 1.000 1.000 1.300 1.000 1.000 1.000 1.000 1.000 1.000 1.000 SC374 2 SC374 2 0 STRESSES AND LOCAL FORCES AND MOMENTS ME 101/I 2 DATE 040182 PAGE 594 180 B 180 M 180 M 180 E BEND BEND ELEMENT TYPE/TITLE FROM TO FA-20 26 26 30 LOCAL FORCES (LB)FB 29 25 25 19 FC 31 31 31 31 MA 13 7 MB 12 20 20 26 MC 28 32 32 35 LOCAL MOMENTS (FT-LB)STRESS (PSI 2699.3163.3163.3599.1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000)STRESS FLEX.FACTOR CODE INT.FAC.IN OUT AND (I)PLANE PLANE CLASS 180 E 185 185 185A 185A 190 190 190A 190A 195 195 200 200 205 205 205A 205A 210 TNGT TNGT TNGT TNGT TNGT TNGT TNGT TNGT TNGT 39 33 45 56 69 56 65 81 95 77 83 84 224 216 213 110 98 17.4 12 35 35 11 12 14 25 30 20 55 235 226 87 88 36 30 34 39 9 33 26 8 8 20 27 12 10 24 15 5 15 11 5 25 3'1-26 26 26 15 15 16 16 20 20 9 2 20 20 16 35 32 32 16 16 25 25 37 37 124 124 72 72 101 101 40 40 23 3599.3446.3446.1796.1796.2402.2402.3472.3472.10249.10249.5930.5930.8286.8286.3700.3700.2283.1.000 1.000 1.000 1.000 SC374 1.000 1.000 2 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.300 1.300 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2~1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 1.000 1.000 SC374 1000 1000 10002 210 210A TNGT 169 85 8 17 24 23 16 38 23 30 2283.4018.1.000 1.000 1.000 1.000 SC374 1.000 1.000 2 210A 215 215 215A TNGT TNGT 70 114 107 51 21 12 9 12 26 33 39 19 38 36 36 36 30 13 13 19 4018.3185.3185.3379.1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 SC374 1.000 2 1.000 SC374 1.000 2 215A 220 220 225 8 225 B 225 M TNGT TNGT BEND, 31 31 24 9 6 17 17 6 19 40 38 18.3 2 36 40 40 27 1 2 19 14 14 1 27 31 3379.3468.3468.2198.2198.2514.1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 1.000 1.000 SC374 1.000 1.000 1.000 2 STRESSES AND LOCAL FORCES AND MOMENTS ME 101/I 2 DATE 040182 PAGE 595 ELEMENT TYPE/TITLE FROM TO FA LOCAL FORCES (LB)FB FC MA MC LOCAL MOMENTS (FT-LB)STRESS (f SI)STRESS FLEX.INT.FAC.IN (I)PLANE FACTOR CODE OUT AND PLANE CLASS 225 M 225 E BEND 17 14 6 12 31 30 2514.2448.1.000 1.000 1.000 1.000 SC374 1.000 1.000 2 225 E 230 230" 230A TNGT TNGT 15 33 35 43 15 43 38 32 30 45 45 61 2 11 11 18 2448.3846.3846.5268.1.000 1.000 1.000 SC374 1.000 1.000 1.000 2 1.000 1.000 1.000 SC374 1.000 1.000 1.000 2 230A 235 TNGT 67 67 38 38 61 56 18 9 5268.4657.1.000 1.000 1.000 1.000 1.000 SC374 1.000 2 235 235A 235A 240 240 245 245 250 250 255 8 TNGT TNGT TNGT TNGT TNGT 90 90 114 114 137 137 30 24 24 36 36 36 31 31 23 23 150 220 76 35 2 2-,8 7 56 57 57 38 38 41 41 92 92 29 9 17 17 11 11 8 4657.4930.4930.3234.3234.3425.3425.7599.7599.2545.1.000 1.000 1.000 1.000 1.000 1.300 1.300 1.000 1.000 1.000 1.000 1.000 SC374 1.000 1.000 2 1.000 1.000 1.000 1.000 1.000 1.000 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 1.000 SC374 1.000 1.000 2 255 8 255 M 255 M 255 E BEND BEND 42 30 30 54 33 44 44 44 9 9 8 11 11 12 29 23 23 27 2545.2101.2101.2424.1.000 1.000 1.000 1.000 1.000 f.000 1.000 1.000 1.000 SC374 1.000 2 1.000 SC374 1.000 2 255 E 260 TNGT 54 50 45 48 12 12 27 40 4 3 2424.3420.1.000 1.000 1.000 1.000 SC374 1.000 1.000 2 260 265 8 49 7 38 13 12 12 40 27 3 12 3420.2623.1.000 1.000 1.000 1.000 1.000 SC374 1.000 2 265 8 265 M BEND 14 15 10 10 12 10 12 13 27 25 2623.2440.1.000 1.000 1.000 SC374 1.000 1.000 1.000 2 265 M 265 E BEND 9 14 15 13 10 10 10 9 13 13 25 23 2440.2256.1.000 1.000 1.000 1.000 1.000 SC374 1.000 2 265 E 270 TNGT 14 18 13 25 16 16 23 9 13 23 2256.2176.1.000 1.300 1.000 1.000 SC374 1.000 1.000 2 270 275 TNGT 24 16 27 53 19 39 9 8 17 37.19 63 2206.6067.1.300 1.000 1.000 1.000 1.000 SC374 1.000 2 STRESSES AND LOCAL FORCES AND MOMENTS ME 101/I 2 DATE 040182 PAGE 596 ELEMENT TYPE/TITLE FROM TO LOCAL FORCES (LB)FA FB FC MA MB MC LOCAL MOMENTS (FT"LB)STRESS (PSI)STRESS FLEX.INT.FAC.IN (I)PLANE FACTOR CODE DUT AND PLANE CLASS 275 280 TNGT 19 30 39 9 34 6 37 14 63 23 6067.2379.1.000 1.300 1.000 1.000 1.000 SC374 1.000 2 280 285 TNGT 41 43 35 35 14 14 9 12 23 17 2379.2068.1.300 1.300 1.000 1.000 1.000 1.000 SC374 2 4 h h 285 290 290 290A TNGT TNGT 290A 295 295 300 300 305 TNGT TNGT TNGT 305 TNGT 310 8 310 B BEND 310 M 310 M BEND 310 E 310 E TNGT 315 315 TNGT 320 B 320 B BEND 320 M 320 M BEND 320 E 320 E TNGT 500 43 28 29 45 48 37 37 52 9 31 29 18 22 31 34 5 7 11 11 14 14 11 11 7 16 16 6 12 13 8 12 13 13 13 5 53 5 53 35 35 29 20 21 30 31 10 12 12 13 13 18 18 18 18 18 18 19 19 12 9 t 12 12 9 9 12 10 10 14 20 20 36 36 21 21 10 12 9 10 8 8 10 10 12 12 10 10 10 7 7 h 7 6 10 3 5 5 4 9 9 21.10'.~9 10 8 17 23 23 36 36 23 23 20 20 11 11 10 10 10 10 7 6 7 7 8 8 11 2068.2586.2586.4349.4349.2661.2661.2097.2097.1395.1395.1376.1376.1360.1360.1312.1312.1287.1287.808.8 10.819.819.1051.1051.1993.1.300 1.000 1.000 1.000 1.000).000 1.000 1.300 1.300 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.300 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2).000 SC374 1.000 2 1.000 SC374 1.000 2 1.000 SC374 1.000 2 000 SC374 1.000 2 1.000 1.000 SC374 1.000 1.000 2 1.300 1.000 1.000 SC374 1.000 1.000 1.000 2 1.000 1.000 1.000 1.000 1.000 SC374 1.000 2 1.000 1.000 1.000 1.000 1.000 SC374 1.000 2 1.000'l.000 1.000 SC374 1.000 1.000 1.000 2 AT THE MEMBER END 20 OF ELEMENT FROM 20 TO 25, MAX.STRESS (PSI)IS 23241. RESTRAINT LOAD

SUMMARY

TITLE SP-HCB-108 LINE PROJECT NUMBER: 8856 PROBLEM NUMBER: 5280 USER J.ABI SAMRA LOAD CASE ME 101/I2 DATE 040182 PAGE 597 DATA TYPE PT 5 ANC LOAD WT01 THRM01 SEI SUP SEISEM SAM01 SAM02 GLOBAL FX.-8.55.92.331.20.24.FORCES (LB)FY-16.-52.71.121.17.21.FZ 4.-51.66.191.19.23.6.-1.48.74.6.7.0.-32.40.63.13.16.14.69.32.65.24.29.GLOBAL MOMENTS (FT-LB)MX MY MZ.000-.045.000.000.007.008.000.021.000.000.000.001 DISPLACEMENT (IN)DX DY DZ.000.019.000.000.007.008 25 RAD 50 RAD 65 RAD 65 RAD 85 RAD WT01 THRM01 SE I SUP SEISEM SAM01 SAM02 WT01 THRM01 SE I SUP SE IS EM SAM01 SAM02 WT01 THRM01 SE I SUP SEISEM SAM01 SAM02.WT01 THRM01 SE I SUP SEISEM SAM01 SAM02 WT01 THRM01 SEISUP SEISEM SAM01 SAM02 4,-11.49.149.5.0.0.0.0.0.0.2.-52.67.279.17.20.0.0.0.0.0.0.3.14.96.321.3.4.0.0.0.0.0.0.-62.37.106.283.10.12.0.0.0.0.0.0.-68.-5 184.240.3.4, 0.0.0.0.0.0.9.-25.1 15.352.12.15.0, 0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0..000-.077.033.056.008.009-.002-.061.151.236.020.024.000.000.000.000.032.039.000.000.000.000.032.039.000.000.000.000.032.039-.008-.028.040.064.014.017.021.001.000.000.002.002.000.000.000.000.002.002-.054-.019.222.262.006.007-.000.033.014.024.007.008-.008-.076.107.161.054.065-.005-.022.045.081.052.063-.005-.022.045.081.052.063.000.000.000.000.056.068

RESTRAINT LOAD

SUMMARY

TITLE SP-HCB-108 LINE PROJECT NUMBER: 8856 PROBLEM NUMBER: 5280 USER J.ABISAMRA LOAD CASE ME 101/I 2 DATE 040182 PAGE 598 DATA TYPE PT 85 RAD LOAD WT01 THRM01 SE I SUP SEISEM SAM01 SAM02 GLOBAL FX 0.0.0.0.0.0.FORCES (LB)FY 0.0.0.0.0.0.FZ 4.68.143.508.32.39.0.0.-0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.GLOBAL MOMENTS (FT-LB)MX MY MZ.000.000.000.000.032.039-.054-.019.222.262.006.007 DISPLACEMENT (IN)DX DY DZ.000.000.056.068 95 RAD 105 RAD 115 RAD 115 RAD 130 RAD WT01 THRM01 SE I SUP SEISEM SAM01 SAM02 WT01 THRM01 SE I SUP SEISEM SAM01 SAM02 WT01 THRM01 SE I SUP SEISEM SAM01 SAM02 WT01 THRM01 SET SUP SEISEM SAM01 SAM02 WT01 THRM01 SE I SUP SEISEM SAM01 SAM02 0.0.0.0.0.0.2.19.57.66.2.3.0.0.0.0.0.0.0.0.0.0.0.0.-2.-22.20.49.7.9.-96.30.378.459.12.15.0..0.0.0.0.0.27.-30.166.225.10.11.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.-24.-17.90.-122.3.4.0.0.0.0.0.~0.0.0.0.0.0.0.0 0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0 0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0..008.014~115.145.031.038.000.000.000.000.032.039-.007-.015.035.050.033.040-.007-.015.035.050.033.040.000.000.000.000.032.039.000.000.000.000.002.002.009.008.043.063.002.003.000.000.000.000.002.002.000.000.000.000.002.002".153.000.001.004.005-.007-.011.040.105.060.073-.005.007.020.039.058.070.000.000.000.000.056.068.000.000.000.000.056.068.000.000.000.000.056.068 RESTRAINT LOAD

SUMMARY

TITLE SP-HCB-108 LINE PROJECT NUh1BER: 8856 PROBLEM NUMBER: 5280 USER J.AB I SAMRA LOAD CASE tlE 101/I 2 DATE 040182 PAGE 599 DATA TYPE PT 130 RAD LOAD WT01 THRM01 SEISUP SEISEM SAM01 SAM02 0.0.0.0.0.0.0.0.0.0.0.0.GLOBAL FORCES (LB)FX FY FZ 12.17.51.88.3.4.0.0.0.0.0.0.0.-0.0.0.0.0.0.0.0.0.0.0.GLOBAL MOMENTS (FT-LB)MX MY MZ.032.039-.000-.153.000.001.004.005 DISPLACEMENT (IN)DX DY DZ.000.056.068 135 RAD 135 RAD 140 RAD 140 RAD 145 ANC WT01 THRM01 SEI SUP SEISEM SAM01 SAM02 WT01 THRM01 SE I SUP SEISEM SAM01 SAM02.WT01 THRM01 SEISUP SEISEM SAM01 SAM02 WT01 THRM01 SE I SUP SEISEM SAM01 SAM02 WT01 THRM01 SEISUP SE I SEh1 SAM01 SAM02-1.4 43.91.9.11.0.0.0.0.0.0.0.1.120.185.5.6.0.0.0.0.0.0.-1.-6.23.50.2.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.-91.10.41.151.2.3.0.0.0.0.0.0."11.9.30.120.3.3.0.0.0.0.0.0.5.-2.29.142.1.0.0.10.53.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.-1.-1.15.78.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.3.68.84.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.1.12.31.54.2.2..000.084.102.000.000.000.000.084'.102.000.000.000.000.084.102.000.000.000.000.084.102.000.000.000.000.084.102".000-.111.000.001.004.005-.000".111.000.001.004.005-.000-.052.000.000.004.005-.000-.052.000.000.004.005.000.000.000.000.004.005.000.000.000.064.077.000.000.000.000.064.077.000.000.000.064.077.064.077.000.000.000.000.064.077

RESTRAINT LOAD

SUMMARY

TITLE SP-HCB-108 LINE PROJECT NUMBER: 8856 PROBLEM NUMBER 5280 USER J.ABISAMRA LOAD CASE ME 101/I2 DATE 040182 PAGE 600 DATA TYPE PT 150 RAD LOAD WT01 THRM01 SE I SUP SEISEM SAM01 SAM02 GLOBAL FORCES (LB)FX FY FZ 0.-5 21.144.0.0.0.0.0.0.0.0.0.0.0.0." 0.0.0.0.0.0.0.0.0..0.0.0.0.0.0.0.0.0.0.0.GLOBAL MOMENTS (FT-LB)MX MY MZ.000.000.000.000.084.102.000.080.000.004.005 DISPLACEMENT (IN)DX DY DZ.000.000.000.064.077 150 RAD 160 RAD 165 SPD WT01 THRM01 SE I SUP SEISEM SAM01 SAM02 WT01 THRM01 SE I SUP SEISEM SAM01 SAM02 WT01 THRM01 SEISUP SEISEM SAM01 SAM02 0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0 0.0.-26.0.1.4.48.0.0.0.-4 5.37.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0..000.000.000.084.102.001.044.007.012.084.102.001.082.007.008.084.102.000.080.000.000.004.005-.007-.034.045.067.004.005.000-.183.057.083.004.005.000.064.077.000.000.064.077 000-.001.001.003.064.077 170 RAD WT01 THRM01 SE ISUP SEISEM SAM01 SAM02 0.0.0.0.0.0.0.-3 0.1.0.8.0.53.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0..001.085.007.008.084.102.000-.190.056.084.004.005.000.000.000.000.064.077 185 RAD WT01 THRM01 SEI SUP SEISEM SAM01 SAM02 0.17.6.59.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0..000.000.000.084.102-.006-.133.050.070.004.005.000.000.000.000.064.077 RESTRAINT LOAD

SUMMARY

TITLE SP-HCB-108 L'INE PROJECT NUMBER: 8856 PROBLEM NUMBER: 5280 USER J.AB I SAMRA LOAD CASE ME 101/12 DATE 040182 PAGE (0 601 DATA TYPE PT 185 RAD LOAD WT01 THRM01 SE I SUP SEISEM SAM01 SAM02 0.0.0.0.0.0.0.0.0.0.0.0.GLOBAI.FORCES (LB)FX FY FZ 3.0.13.70.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.GLOBAL MOMENTS (FT-LB)MX MY MZ.000.000.000.000.084.102-.006-.133.050.070.004.005 DISPLACEMENT (IN)DX DY DZ.000.000.000.000.064.077 190 RAD 190 RAD 195 RAD 195 RAD 205 RAD WT01 THRM01 SEISUP SEISEM SAM01 SAM02 WT01 THRM01 SE I SUP SEISEM SAM01 SAM02 WT01 THRM01 SEISUP SEISEM SAM01 SAM02 WT01 THRM01 SEISUP SEISEM SAM01 SAM02 WT01 THRM01 SEI SUP SEISEM 5 AM01 SAM02-0-7 5.47.0.0.0.0.0.0.0.0.0.1.5.39.0.0.0.0.0.0.0.0.-0 2.3~.19.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.1.12.32.38.0.0.0.0.0.0.0.0.-0-91.114.290.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0..000.000.000.000.084.102.000.000.000.000.084.102 000.000.000.000.084.102.000.000.000.000.084.102.000.000.000.084.102".083.050.070.005-.006-.083.050.070.004.005-.006-.028.050.070.004.005-.006-.028.050.070.004.005.000.000.000.000.004.005.000.000.000.000.064.077.000.000.000.000'064.077.000.000.000.000.064.077.000.000.000.000.064.077-.005-.019.060.094.064.077 RESTRAINT LOAD

SUMMARY

TITLE SP-HCB-108 LINE PROJECT NUMBER: 8856 PROBLEM NUMBER: 5280 USER J.ABI SAMRA LOAD CASE ME 101/I2 DATE 040182 PAGE 602 DATA TYPE LOAD PT GLOBAL FORCES (LB)FX FY FZ GLOBAL MOMENTS (FT-LB)MX MY MZ DISPLACEMENT (IN)DX DY DZ 205 RAD WTO'I THRM01 SE ISUP SEISEM SAM01 SAM02 210 RAD WT01 THRM01 SE I SUP SEISEM SAM01 SAM02 210 RAD WT01 THRM01 SEISUP SEISEM SAM01 SAM02 215 RAD.WT01 THRM01 SEISUP SEISEM SAM01 SAM02 0.0.0.0.0.0.0.-9 7.49.0.0.0.0.0.0.0.0.0.21.13.72.0.0.0.0.0.0.0.0.1.-116.10.76.0.0.-33.2.105.132.0.0.0.0.0.0.0.0.-6.10.33.44.0.0.0.0.0.0.0.0.-17.-2.14.32.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0..000.000.000.000.084.102.000.000.000.000.084.102.000.000.000.000.084.102.000.000.000.000.084.102.000.000.000.084.102.000.000.084.102.000.000.000.000.004.005.000.000.000.000.004.005.000.000.000.000.004.005.000.000.000.000.004.005.000.000.000~000.004.005.000.000.000.004.005-.005-.019.060.094.064.077.005.024.060.095.064.077-.005.024.060 095.064.077-.005.085.060.095.064.077-.005.085.060.095.064.077-.005.170.060.095.064.077 RESTRAINT LOAD

SUMMARY

TITLE SP-HCB-108 LINE PROJECT NUMBER: 8856 PROBLEM NUMBER: 5280 USER J.ABISAMRA LOAD CASE ME 101/I2 DATE 040182 PAGE 603 DATA TYPE PT 220 RAD LOAD WT01 THRM01 SEI SUP SEISEM SAM01 SAM02 0.0.0.0.0.0.-17.0.9.16.1.1.GLOBAL FORCES (LB)FX FY FZ 0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.GLOBAL MOMENTS (FT-LB)MX MY MZ DZ.000.000.000.000.084.102.000.000.000.000.004.005-.005.170.060.095.064.077 DISPLACEMENT (IN)DX DY 230 RAD 230 RAD 235 RAD 235 RAD 240 RAD WT01 THRM01 SEI SUP SEISEM SAM01 SAM02 WT01 THRM01 SEISUP SEISEM SAM01 SAM02 WT01 THRM01 SEI SUP SEISEM SAM01 SAM02 WT01 THRM01 SEI SUP SEISEM SAM01 SAM02 WT01 THRM01 SEI SUP SEISEM SAM01 SAM02 0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.-15 0.7.15.1.1.0.0.0.0.0.0.-17.-0.7.14.0.0.0.0.0.0.0.0.-13.4, 6.14.0.0.0.0.0.0.0.0.-1.94.13.79.0.0.0.0.0.0.0.0.0.-14.17.75.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.-.001-.179.008.016.085.103-.001-.179.008.016.085.103-.001-.101.007.016.085.103-.001-.101.007.016.085.103-.001".023.007.015.085.103.000.000.000.000.015.018.015.018.000.000.000.000.015.018.000.000.000.000.015.018.000.000.000.000.015.018.000.000.000.000.064.077.000.000.000.000.064.077.000.000.000.064.077.000.064.077.000.000.000.000.064.077 RESTRAINT LOAD

SUMMARY

TITLE SP-HCB-108 LINE PROJECT NUMBER: 8856 PROBLEM NUMBER: 5280 USER J.ABI SAMRA LOAD CASE ME 101/I2 DATE 040182 PAGE 604 DATA TYPE PT 240 RAD LOAD WT01 THRM01 SEISUP SEISEM SAM01 SAM02 0.0.0.0.0.0.0.0.0.0.0.0.GLOBAL FORCES (LB)FX FY FZ 1.-22.13.58.1.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.GLOBAL MOMENTS (FT-LB)MX MY MZ-.001-.023.007.015.085.103.000.000.000.000.015.018 DISPLACEMENT (IN)DX DY DZ.000~000.000.000.064.077 250 RAD 250 RAD 260 RAD 260 RAD 275 RAD WT01 THRM01 SEISUP SEISEM SAM01 SAM02 WT01 THRM01 SE I SUP SEISEM SAM01 SAM02 WT01 THRM01 SEISUP SEISEM SAM01 SAM02 WT01 THRM01 SEI SUP SEISEM SAM01 SAM02 WT01 THRM01 SE I SUP SEISEM SAMO1 SAM02 2.75.56.295.3.4 0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.-3 28.12.73.5.6.0.0.0.0.0.0.-9-4 9.13.0.0.-9-8.6.10.1.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.14.15.86.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0..000.000~000.000.084.102.000.000.000.000.084.102.002-.035.027.044.081.098-.035.027.044.081.098.000.000.000.000.084.102.000.000.000.000.015.018.000.015.018.000.000.000.000~015.018.000.000.000.000.015.018-.010-.141.011.018.020.024.000-.031.015.029.064.077 000-.031.015.029.064.077.000.000.000.000.064.077.000.000.000.000.064.077.000.000.000.000.064.077 ,0 RESTRAINT LOAD

SUMMARY

TITLE SP-HCB-108 LINE PROJECT NUMBER: 8856 PROBLEM NUMBER: 5280 USER J.ABISAMRA LOAD CASE.ME 101/I 2 DATE 040182 PAGE 605 DATA TYPE PT 275 RAD~LOAD WT01 THRM01 SEI SUP SEISEM SAM01 SAM02 0.0.0.0.0.0.0.0.0.0.0.0.GLOBAL FORCES (LB)FX FY FZ-2.26.91.2.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.GLOBAL MOMENTS (FT-LB)MX MY MZ.000.000.000.000.084.102-.010-.141.011.018.020.024 DISPLACEMENT (IN)DX DY DZ.000.000.000.000.064.077 290 RAD 290 RAD 295 RAD 295 RAD 305 RAD WT01 THRM01 SE I SUP SEISEM SAM01 SAM02 WT01 THRM01 SEI SUP SEISEM SAM01 SAM02 WT01 THRM01 SE I SUP SEISEM SAM01 SAM02 WT01 THRM01 SE I SUP SEISEM SAM01 SAM02 WT01 THRM01 SE I SUP SEISEM SAM01 SAM02 1.-5 12.64.3.4.0.0.0.0.0.0.-1.28.9.61.1.2.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0 0.0.0.0.0.0.0.0.0.0.0.0.0.0.-50.-13.24.55.0.0.0.0.0.0.0.0.-3-3 11.60.1.0.0.0.0.0.0.1.12.7.64.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0..0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0..000.000.000.000.138.166.138.166.000.000.000.000.138.166.000.000.000.000.138.166.001.015.002.009.137.165-.005-.074.003.009.020.024-.005-.074.003.009.020.024-.005-.010.003.009.020.024-.005-.010.003.009.020.024.000.000.000.000.020.024.000.000.000.000.071.086.000.000.000.000.071.086,.000.000.000.000.071.086.000.000.000.000.071.086.006-.004.005.016.071.086 a RESTRAINT LOAD

SUMMARY

TITLE SP-HCB-108 LINE PROJECT NUMBER: 8856 PROBLEM NUMBER: 5280 USER J.ABISAMRA LOAD CASE ME 101/I2 DATE 040182 PAGE 606 DATA TYPE LOAD PT GLOBAL FORCES (LB)FX FY FZ GLOBAL MOMENTS (FT-LB)MX MY MZ DISPLACEMENT (IN)DX DY DZ 500 ANC WT01 THRM01 SE I SUP SEISEM SAM01 SAM02-26.6.27.0.0.4 21.2.7.0.3.-11.3.23.0.'1.1.-6.19.20.3.6.7.21.0.0.0.0.9.3.10.0.0..000.000.000.000.138.166.000.000.000.000.020.024.000.000.000.000.071.086 , RESTRAINT LOAD

SUMMARY

TITLE SP-HCB-108 LINE PROJECT NUMBER: 8856 PROBLEM NUMBER: 5280 USER J.ABI SAMRA LOAD CASE ME 101/I 2 DATE 040182 PAGE 607 LOCAL FORCES(LB) LOCAL MOMENTS (FT-LB)DIRECTION COSINES DATA TYPE PT LOAD FA FB FC MA MB MC COS AX CDS AY COS AZ COS COS BX BY COS COS COS COS BZ CX CY CZ 5 ANC 25 RAD 50 RAD 65 RAD WT01 THRM01 SEI SUP SEISEM SAM01 SAM02 WT01 THRM01 SEISUP SEISEM SAM01 SAM02 WT01 THRM01 SE I SUP SEISEM SAM01 SAM02 WT01 THRM01 SE I SUP SEISEM SAM01 SAM02-8 55 92 331 20 24 10-27 125 382 13 16-62 37 106 283 10 12 2-52 67 279 17 20-16-52 71 121 17 21 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4-51 66 191 19 23 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6-1 48 74 6 7 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0-32 40 63 13 16 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 14 69 32 65 24 29 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1.00 1.00.00.00.39.39.39.39.39.39.00.00.00.00.00.00.00 1.00.00 1.00.00 1.00.00 1.00.00 1.00.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00.00 1.00.00 1.00 1.00.00.00.00.00.00.00.92.92.92.92.92.92.00.00.00.00.00.00.00 1.00.00 1.00.00 1.00.00 1.00.00 1.00.00 1.00.00.00.00.00.00.00.00.00.00 1.00.00 1.00.00 1.00.00 1.00.00 1.00.00 1.00 65 RAD 85 RAD WT01 THRM01 SEISUP SEISEM SAM01 SAM02 WT01 THRM01 SEI SUP SEISEM SAM01 SAM02-68-5 184 240 3 4 3 14 96 321 3 4 0 0 0 0 0 0 0 0 0 0 0 r 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00-.00.00.00.00.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00.00.00.00.00.00.00.00.00.00.00.00.00 RESTRAINT LOAD

SUMMARY

TITLE SP-HCB-108 LINE PROJECT NUMBER: 8856 PROBLEM NUMBER: 5280 USER J.ABISAMRA LOAD CASE ME 101/I2 DATE 040182 u PAGE 608 LOCAL FORCES(LB) LOCAL MOMENTS (FT-LB)DIRECTIDN CDSINES DATA TYPE PT 85 RAD 95 RAD 105 RAD 115 RAD 115 RAD 130 RAD LOAD WT01 THRM01 SE I SUP SEISEM SAM01 SAM02 WT01 THRM01 SE I SUP SEISEM SAM01 SAM02 WT01 THRM01 SEISUP SEISEM SAM01 SAM02 WT01 THRM01 SE I SUP SEISEM SAM01 SAM02 WT01 THRM01 SEI SUP SEISEM SAM01 SAM02 WT01 THRM01 SEISUP SEISEM SAM01 SAM02 FA 4 68 143 508 32 39-96 30 378 459 12 15 2 19 57 66 2 3 27-30 166 225 10 11-24-17 90 122 3 4-2-22 20 49 7 9 FB 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 FC 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 MB 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 COS AX.00.00.00.00.00.00.00.00.00.00.00.00 1.00 1.00 1.00 1.00 1.00 1.00.00.00.00.00.00.00.00.00.00.00.00.00 1.00 1.00 1.00 1.00 1.00 1.00 COS.AY 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00.00.00.00.00.00.00.00.00.00.00.00.00 COS AZ 1.00 1.00 1.00 1.00 1.00 1.00.00.00.00.00.00.00.00.00.00.00.00.00 1.00 1.00 1.00 1.00 1.00 1.00.00.00.00.00.00.00 COS COS CDS COS COS COS BX BY BZ CX CY CZ RESTRAINT LOAD

SUMMARY

TITLE SP-HCB-108 LINE PROJECT NUMBER: 8856 PROBLEM NUMBER: 5280 USER J.ABI SAMRA LOAD CASE ME 101/I 2 DATE 040182 PAGE 609 LOCAL FORCES(LB) LOCAL MOMENTS (FT-LB)DIRECTION COSINES DATA TYPE PT 130 RAD LOAD WT01 THRM01 SEI SUP SEISEM SAM01 SAM02 FA 12 17 51 88 3 4 FB 0 0 0 0 0 0 FC 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 COS AX.00.00.00.00.00.00 COS AY COS AZ.00 1.00.00 1.00.00 1.00.00 1.00.00 1.00.00 1.00 COS COS COS COS COS COS BX BY BZ CX CY CZ 135 RAD WT01 THRM01 SEI SUP SEISEM SAM01 SAM02 4 43 91 9 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1.00 0 1.00 0 1.00 0 1.00 0 1.00 0 1.00.00.00.00.00.00.00 135 RAD 140 RAD 140 RAD 145 ANC WT01 THRM01 SE ISUP SEISEM SAM01 SAM02 WT01 THRM01 SEI SUP SEISEM SAM01 SAM02 WT01 THRM01 SEISUP SEISEM SAM01 SAM02 WT01 THRM01 SE I SUP SEISEM SAM01 SAM02-11 9 30 120 3 3 0 1 120 185 5 6 5-2 29 142-1-6 23 50 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0-91 10 41 151 2 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10 53 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0-1 15 78 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 68 84 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12 31 54 2 2.00.00.00.00.00~00 1.00 1.00 1.00 1.00 1.00 1.00.00.00.00.00.00.00 1.00 1.00 1.00 1.00 1.00 1.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00 1.00 1.00 1.00 1.00 1.00 1.00.00.00.00.00.00.00 1.00 1.00 1.00 1.00 1.00 1.00.00.00.00.00.00.00.00 1.00.00 1.00.00 1.00.00 1.00.00 1.00.00 1.00.00.00.00 1.00.00.00..00 1.00.00.00.00 1.00.00.00.00 1.00.00.00.00 1.00.00.00.00 1.00 RESTRAINT LOAD

SUMMARY

TITLE SP-HCB-108 LINE PROJECT NUMBER: 8856 PROBLEM NUMBER: 5280 USER J.ABI SAMRA LOAD CASE ME 101/I 2 DATE 040182 PAGE 610 DATA TYPE PT 150 RAD LOAD WT01 THRM01 SE I SUP SEISEM SAM01 SAM02.0-5 21 144 0 0 0 0 0 0 0 0 LOCAL FORCES(LB) FA FB FC 0 0 0 0 0 0 MA MB 0 0 0 0 0 0 0 0 0 0 0 0 LOCAL MOMENTS (FT-LB)MC COS AX 0 1.00 0 1.00 0 1.00 0 1.00 0 1.00 0 1.00 DIRECTION COSINES COS COS AY AZ.00.00.00.00.00.00.00.00.00.00.00.00 COS COS CDS COS COS COS BX BY BZ CX CY CZ 150 RAD WT01 THRM01 SEISUP SEISEM SAM01 SAM02 0 1 4 48 0'0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00.00 1.00 0.00.00 1.00 0.00.00 1.00 0.00.00 1.00 0.00.00 1.00 0.00.00 1.00 160 RAD WT01 THRM01 SE ISUP SEISEM SAM01 SAM02 0 4 5 37 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00.00 1.00.00 1.00.00 1.00.00 1.00.00 1.00.00 1.00 165 SPD WT01 THRM01 SE I SUP SEISEM SAM01 SAM02-26 0 0 0 0 0.00 1.00.00 170 RAD 185 RAD WT01 THRM01 SEI SUP SEISEM SAM01 SAM02 WT01 THRM01 SEI SUP SEISEM SAM01 SAM02-3 1 8 53 0 0 0 17 6 59 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0 1.00 0 1.00 0 1.00 0 1.00 0 1.00 0 1.00.00 1.00.00 1.00.00 1.00.00 1.00.00 1.00.00 1.00.00.00.00.00.00.00.00.00.00.00.00.00 RESTRAINT LOAD

SUMMARY

TITLE SP-HCB-108 LINE PROJECT NUMBER: 8856 PROBLEM NUMBER: 5280 USER J.AB I SAMRA LOAD CASE ME 101/I 2 DATE 040182 PAGE 611 LOCAL FORCES(LB) LOCAL MOMENTS (FT-LB)DIRECTION COSINES DATA TYPE PT 185 RAD 190 RAD 190 RAD 195 RAD 195 PAD 205 RAD LOAD WT01 THRM01 SEISUP SEISEM SAM01 SAM02 WT01 THRM01 SEISUP SEISEM SAM01 SAM02 WT01 THRM01 SEISUP SEISEM SAM01 SAM02 WT01 THRM01 SEISUP SEISEM SAM01 SAM02 WT01 THRM01 SEI SUP SEISEM SAM01 SAM02 WT01'THRM01 SE I SUP SEISEM SAM01'SAM02 FA 3 0 13 70 0 0-0-7 5 47 0 0 1 12 32 38 0 0 0 1 5 39 0 0-0-91 114 290 0 0-0 2 3 19 0 0 FB 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 FC 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 MA 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1,~0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 COS AX 1.00 1.00 1.00 1.00 1.00 1.00.00.00.00.00.00.00 1.00 1.00 1.00 1.00 1.00 1.00.00.00.00.00.00.00 1.00 1.00 1.00 1.00 1.00 1.00 COS AY.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00 CDS AZ 1.00 1.00'.00 1.00 1.00 1.00.00.00.00.00.00.00 1.00 1.00 1.00 1.00 1.00.00.00.00.00.00.00 1.00 1.00 1.00 1.00 1.00 1.00 COS COS COS CDS CDS COS BX BY BZ CX CY CZ RESTRAINT LOAD

SUMMARY

TITLE SP-HCB-108 LINE PROIJECT NUMBER: 8856 PROBLEM NUMBER: 5280 USER U.ABI SAMRA LOAD CASE ME 101/I 2 DATE 040182 PAGE 612 DATA TYPE PT 205 RAD LOAD WT01 THRM01 SE ISUP SE ISEM SAM01 SAM02-33 2 105 132 0 0 0 0 0 0 0 0 LOCAL FORCES(LB) FB FC 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 LOCAL MOMENTS (FT-LB)MA MB 0 0 0 0 0 0 COS AX.00.00.00.00.00.00 COS AY 1.00 1.00 1.00 1.00 1.00 1.00 DIRECTION COS INES COS AZ.00.00'00.00.00.00 COS COS COS COS COS COS BX BY BZ CX CY CZ 210 RAD 210 RAD 215 RAD 215 RAD WT01 THRM01 SEI SUP SEISEM SAM01 SAM02 WT01 THRM01 SEISUP SEISEM SAM01 SAM02 WT01 THRM01 SE I SUP SEISEM SAM01 SAM02 WT01 THRM01 SEISUP SEISEM SAM01 SAM02 0-9 7 49 0 0-6 10 33 44 0 0 0 21 13 72 0 0-17-2 14 32 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00.00.00.00 1.00 1.00 1.00 1.00 1.00 1.00.00.00.00.00.00.00 1.00 1.00 1.00 1.00 1.00 1.00.00.00.00.00.00.00.00.00.00.00.00.00.00 220 RAD WT01 THRM01 SE I SUP SEISEM SAM01 SAM02 1-116 10 76 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1.00 1.00 1.00 1.00 1.00 1.00.00.00.00.00.00.00 RESTRAINT LOAD

SUMMARY

TITLE SP-HCB-108 LINE PROJECT NUMBER: 8856 PROBLEM NUMBER: 5280 USER J.AB I SAMRA LOAD CASE ME 101/12 DATE 040182 PAGE 613 DATA TYPE PT 220 RAD LOAD WT01 THRM01 SE I SUP SEISEM SAM01 SAM02"17 0 9 16 1 1 0 0 0 0 0 0 LOCAL FORCES(LB) FA FB FC 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 LOCAL MOMENTS (FT-LB)I MA MB MC 0 0 0 0 0 0 COS AX.00.00.00.00.00.00 COS AY 1.00 1.00 1.00 1.00 1.00 1.00 DIRECTION COSINES COS AZ.00.00.00.00.00.00 COS COS COS COS COS COS BX BY BZ'CX CY CZ 230 RAD 230 RAD 235 RAD 235 RAD WT01 THRM01 SEI SUP SEISEM SAM01 SAM02 WT01 THRM01 SEI SUP SEISEM SAM01 SAM02 WT01 THRM01 SEI SUP SEISEM SAM01 SAM02 WT01 THRM01 SEISUP SEISEM SAM01 SAM02-15 0 7 15 1 94 13 79 0 0-17-0 7 14 0 0 0-14 17 75 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0'0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00 1.00 1.00 1.00 1.00 1.00 1.00.00.00.00.00.00.00 1.00 1.00 1.00 1.00 1.00 1.00.00.00.00.00.00.00.00 1.00 1.00 1.00 1.00 1.00 1.00.00.00.00.00.00.00 1.00 1.00 1.00 1.00 1.00 1.00 240 RAD WT01 THRM01 SE I SUP SEISEM SAM01 SAM02, I-13 4 6 14 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0~0 0 0 0.00 1.00.00 1.00.00 1.00.00 1.00.00 1.00.00 1.00.00 e RESTRAINT LOAD

SUMMARY

TITLE SP-HCB-108 LINE PROJECT NUMBER: 8856 PROBLEM NUMBER: 5280 USER J.ABI SAMRA LOAD CASE ME 101/I 2 DATE 040182 PAGE 614 DATA TYPE PT 240 RAD LOAD WT01 THRM01 SEISUP SEISEM SAM01 SAM02 1-22 13 58 1 1 0 0 0 0 0 0 LOCAL FORCES(LB) FA FB FC 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 LOCAL MOMENTS (FT-LB)MA MB MC 0 0 0 0 0 0 COS AX.00.00.00.00.00.00 COS AY.00.00.00.00.00.00 DIRECTION COSINES COS AZ 1.00 1.00 1.00 1.00 1.00 1.00 COS COS COS COS COS CDS BX BY 82 CX CY CZ 250 RAD 250 RAD 260 RAD 260 RAD 275 RAD WT01 THRM01 SEISUP SEISEM SAM01 SAM02 WT01 THRM01 SEISUP SEISEM SAM01 SAM02 WT01 THRM01 SEISUP SEISEM SAM01 SAM02 WT01 THRM01 SEI SUP SEISEM SAM01 SAM02 WT01 THRM01 SE I SUP SEISEM SAM01 SAM02 2 75 56 295 3 4-9-4 9 13 0 0-9-8 6 10 1 1 0 14 15 86 0 0-3 28 12 73 5 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1.00 1.00 1.00 1.00 1.00 1.00.00.00.00.00.00.00 1.00 1.00 1.00 1.00 1.00 1.00.00.00.00.00.00.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00 1.00 1.00 1.00 1.00 1.00 1.00.00.00.00 RESTRAINT LOAD

SUMMARY

TITLE SP-HCB-108 LINE PROJECT NUMBER: 8856 PROBLEM NUMBER: 5280 USER J.AB I SAMRA LOAD CASE ME10'I/12 DATE 040182~PAGE 615 LOCAL FORCES(LB) LOCAL MOMENTS (FT-LB)DIRECTION COSINES DATA TYPE PT 275 RAD 290 RAD 290 RAD 295 RAD 295 RAD 305 RAD LOAD WT01 THRM01 SEI SUP SEISEM SAM01 SAM02 WT01 THRM01 SEISUP SEISEM SAM01 SAM02 WT01 THRM01 SE I SUP SEISEM SAM01 SAM02 WT01 THRM01 SE I SUP SEISEM SAM01 SAM02 WT01 THRM01 SE I SUP SEISEM SAM01 SAM02 WT01 THRM01 SEI SUP SEISEM SAM01 SAM02 FA-2 11 26 91 1 2-5 12 64 3 4-3-3 60 1 1-1 28 9 61 1 2 1 12 7 64 1-50-13 24 55 0 0 FB 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 FC 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 MA 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 MB 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 G 0 0 CDS AX.00.00.00.00.00.00 1.00 1.00 1.00 1.00 1.00 1.00.00.00.00.00.00.00 1.00 1.00 1.00 1.00 1.00 1.00.00.00.00.00.00.00.00.00.00.00~00.00 COS AY.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00 1.00 1.00 1.00 1.00 1.00 1.00 COS A2 1.00 1.00 1.00 1.00 1.00 1.00.00 1.00 1.00 1.00 1.00 1.00 1.00.00.00.00.00.00.00 1.00 1.00 1.00 1.00 1.00 1.00.00.00.00.00.00.00 COS COS COS COS COS COS BX BY B2 CX CY CZ e RESTRAINT LOAD

SUMMARY

TITLE SP-HCB-108 LINE PROJECT NUMBER: 8856 PROBLEM NUMBER: 5280 USER J.ABISAMRA LOAD CASE ME 101/I 2 DATE 040182 PAGE 616 DATA TYPE PT 500 ANC LOAD WTOi THRM01 SEI SUP SEISEM SAM01 SAM02 FA FB 1-26 6 27 0 0-4 21 2 7 0 1 LOCAL FORCES(LB) FC 3-11 3 23 0 1 1 19 3 7 0 0-6 20 6 21 0 0 LOCAL MOMENTS (FT-LB)MA 1 1.00 9 1.00 3 1.00 10 1.00 0 1.00 0 1.00.00.00.00.00.00.00.00.00 1.00.00.00.00.00 1.00.00.00.00.00 1.00.00.00.00.00 1.00.00.00.00.00 1.00.00.00.00.00 1.00.00.00.00 1.00.00 1.00.00 1.00.00 1.00.00 1.00.00 1.00 DIRECTION COSINES MC COS COS COS COS COS COS COS COS COS AX AY AZ BX BY BZ CX CY CZ OXOT+ME 101.ME 101SA ME101SA VERSION 0TEST404/01/82.08:57:24

STRESS ANALYSIS TITLE SP-HCB-108 LINE PROJECT NUMBER: 8856 PROBLEM NUMBER: 5280 USER J.ABI SAMRA LOAD CASES: ALL ME 101/I2 DATE 040182 PAGE 617 ELEMENT FROM TYPE TO TITLE PD/4T PSI EON 8 CALC ALLOW PSI PSI SUSTAINED LOAD PD/4T PSI CODE SC374, CLASS 2 OCCASIONAL LOAD LEVEL B LEVEL C EON 9 EON 9 CALO ALLOW CALC ALLOW PSI PSI PSI PSI LEVEL D EON 9 CALC ALLOW PSI PSI THERMAL EXPANSION EONS 10/11~CALC ALLOW PSI PSI NON-REPEATED ANCHOR MOV EON 10A CALO ALLOW PSI PSI 5 TNGT 10 10.TNGT 15 15 TNGT+0 20 TNGT 25 25 TNGT 30 30 TNGT 35 35 TNGT 40 20 TNGT 45 B 45 8 BEND 45 M 45 M BEND 45 E 45 E TNGT 50 50 TNGT 55 52 52 52 52 52 52 52 52 52 52 52 52 1300 17800 773 17800 773 17800 699 17800 699 17800 130 17800 359 17800 52 17800 52 17800 52 17800 52 17800 52 17800 52 17800 52 17800 376 17800 1580 17800 1580 17800 1305 17800 1305 17800 434 17800 434 17800 1247 17800 1247 17800 1583 17800 52 52 52 52 52 52 52 52 52 52 52 7061 21360 4760 21360 4760 7468 7468 11707 12966 10283 21360 21360 21360 21360 21360 21360 6570 6022 6022 4238 21360 21360-21360 21360 4238 21360 5300 21360 5300 7155 21360 21360 10283 21360 6128 21360 6128 21360 1013 21360 1013 21360 52 21360 5810 21360 6570 21360 10524 6596 32040 32040 6596 32040 12186 32040 12186 32040 19485 32040 23600 19838 32040 32040.9042 6098 32040 32040 6098 32040 8050 32040 8050 32040 9927 32040 19838 32040 10470 32040 10470 32040 1596 32040 1596 32040 52 32040 12150 32040 10515 32040 10515 32040 9042 32040 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11158 6127 6127 7498 27950 27950 27950 27950 7498 27950 6568 27950 6568 27950 5388 27950 5388 27950 7350 27950 8548 27950 8139 27950 8139 27950 5696 27950 5696 27950 11664 27950 1582 27950 0 27950 0 27950 0 27950 0 27950 0 27950 0 27950 0 27950 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 EXCEEDED ALLOWABLE IN EOUATION 10, EOUATION 11 USED EXCEEDED ALLOWABLE STRESS ANALYSIS ME 101/I2 DATE 040182 PAGE 618 CODE SC374, CLASS 2 ELEMENT FROM TYPE TO TITLE SUSTAINED LOAD PD/4T PSI EON 8 CALO ALLOW~PSI PSI PD/4T PSI OCCASIONAL LOAD LEVEL B LEVEL C EON 9 EON 9 CALC ALLOW CALO ALLOW PSI PSI PSI PSI LEVEL D EON 9 CALO ALLOW PSI PSI THERMAL EXPANSION EONS 10/1 1 CALO ALLOW PSI PSI NON-REPEATED ANCHOR MOV EON 10A CALO ALLOW PSI PSI 55 TNGT 60 60 7NGT 65 65 TNGT 70 70 TNGT 75 75 TNGT 80 8 80 B BEND 80 M 80 M BEND 80 E 80 E TNGT 85 85 TNGT 90 90 TNGT 95 95 TNGT 100 B 100 B BEND 100 M 100 M BEND 100 E 100 E TNGT 105 105 TNGT 110 52 52 52 52 52 52 52 52 52 52 52 52 52 52 1583 2114 21 14 2286 2286 1789 1789 2220 2220 931 931 378 378 471 471 276 276 3525 3525 4239 4239 2810 2810 1833 1833 1118 1118 479 479 782 17800 17800 17800 17800 17800 17800 17800 17800 17800 17800 17800 17800 17800 17800 17800 17800 17800 17800 17800 17800 17800 17800 17800 17800 17800 17800 17800 17800 17800 17800 52 7164 10201 21360 21360 52 10160 21360 11001 21360 9947 13957 13874 14807 32040 32040 32040 32040 52 7863 10534 52 10534 5265 21360 21360 21360 21360 52 5265 21360 3956 21360 14807 32040 15520 32040 15520 32040 18595 32040 18595 32040 12587 32040 12587 32040 7946 32040 52 3956 4255 21360 21360 7946 9261 32040 32040 52 4255 21360 6349 21360 9261 32040 18126 32040 18126 42040.21550 32040 C2 6349 18424 52 18424 21301 52 21301 14689 21360 21360 21360 21550 21360"'25369 32040 32Q4&25369 32040 17602 32040 21360 21360 21360 21360 21360 21360 21360 21360 21360 21360 17602 13096 13096 9873 52 14689.10524 52 10524 7627 52 7627 5197 52 5197 5854 32040 32040 32040 32040 32040 32040 32040 32040 9873 6553 6553 7156 52 11001 21360 7863 21360 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7351 211'1 2099'181 27950 27950 27950 27950 1738 1486 1486 2987 2987 1476 27950 27950 27950 27950 27950 27950 1476 27950 1209 27950 1209 1274 1274 1424 1424 1724 1724 3302 27950 27950 27950 27950 27950 27950 27950 27950 2181 27950 2423 27950 2423 27950 4449 27950 4449 27950 4 120 27950 4120 27950 3698 27950 3698 27950 1738 27950 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 EXCEEOEO ALLOWABLE IN EOUATION EXCEEDED ALLOWABLE 10.EOUATION 11 USED STRESS ANALYSIS ME 101/I2 DATE 040182 PAGE 619 CODE SC374, CLASS 2 ELEMENT FROM TYPE TO TITLE SUSTAINED LOAD EON 8 PD/4T CALC ALLOW PD/4T PSI PSI PSI PSI OCCASIONAL LOAD LEVEL B LEVEL C EON 9 EON 9 CALO ALLOW CALC ALLOW PSI PSI PSI PSI LEVEL D EON 9 CALO ALLOW PSI PSI THERMAL EXPANSION EON S 10/1 1 CALC ALLOW PSI*PSI NON-REPEATED ANCHOR MOV EON 10A CALO ALLOW PSI PSI 1 10 TNGT 115 115 TNGT 120 8 120 B BEND 120 M 120 M BEND 120 E 120 E TNGT 125 125 TNGT 130 130 TNGT 130A 130A TNGT 135 135 TNGT 135A 135A TNGT 137 137 TNGT 138 137 TNGT 140 140 TNGT 140A 140A TNGT 145 145 TNGT 145A 52 782 1 189 52 1189 742 52 742 704 52 704 583 52 583 858 52 858 1047 52 1047 291 52 291 580 52 580 253 52 253 971 52 1655 52 52 738 138 52 138 93 52 93 105 52 178 116 17800 52 17800 17800: 52 17800 17800 17800 17800 17800 17800 17800 17800 17800 17800 17800 17800 17800 17800 17800 52 52 52 52 52 52 52 17800 17800 17800 17800 52 52 17800 52 17800 17800 52 17800 17800 52 17800 17800 52 17800 6081 6831 21360 21360 6831 21360 5025 21360 5025 21360 5554 21360 5554 21360 4981 21360 4981 21360 8932 21360 11454 21360 52 21360 9352 7456 7456 5826 21360 21360 I 21360 21360 5826 21360 6223 21360 1489 1167 21360 21360 1 5854 21360 7535 21360 7535 21360 3666 21360 3666 21360 3400 21360 3400 21360 3023 21360 3023 2 1360 6081 21360 7156 32040 9770 32040 9770 32040 5243 32040 5243 4976 32040 32040 4976 32040 4557 32040 4557 32040 8908 32040 8908 10043 32040 32040 7098 15521 32040 32040 14709 32040 52 32040 12771 32040 10946 32040 10946 32040 7095 32040 7095 7446 32040 32040 5482 32040 44 19 32040 10043 32040 634 1 32040 6341 32040 8367 32040 8367 32040 7098 32040 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3302 2857 2857'646 27950 27950 27950 27950 1905 1036 27950 27950 1036 27950 300 27950 0 27950 0 27950 300 27950 572 27950 572 27950 295 27950 295 27950 334 27950 973 27950 488 27950 3646 27950 4 130 27950 4130 27950 3821 27950 3821 27950 4485 27950 4485 27950 2371 27950 2371 27950 957 27950 957 27950 1905 27950 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 EXCEEDED ALLOWABLE IN EOUATION 10, EOUATION 11 USED EXCEEDED ALLOWABLE 00 STRESS ANALYSIS ME 101/I2 DATE 040182 PAGE 620 CODE SC374, CLASS 2 ELEMENT FROM TYPE TO TITLE PD/4T PSI EQN 8 CALC ALLOW PSI PSI SUSTAINED LOAD PD/4T PSI OCCASIONAL LOAD LEVEL 8 LEVEL C EQN 9 EQN 9 CALO ALLOW CALO ALLOW PSI PSI PSI PSI LEVEL D EQN 9 CALO ALLOW PSI PSI THERMAL EXPANSION EQNS 10/1 1 CALO ALLOW PSI PSI NON-REPEATED ANCHOR MOV EQN 10A CALO ALLOW PSI PSI 145A TNGT 150 150 TNGT 155 155 TNGT 160 160 TNGT 165 165 TNGT 170 170 TNGT 175 175 TNGT 180 8 180 B BEND 180 M 180 M BEND 180 E 180 E TNGT 185 185 TNGT 185A 185A TNGT 190 190 TNGT 190A 190A TNGT 195 195 TNGT 200 52 52 52 52 52 52 52 52 52 52 52 52 52 52 52 116 17800 304 17800 304 17800 312 17800 312 17800 452 17800 452 17800 699 17800 699 17800 386 17800 386 17800 171 17800 17 1 17800 645 17800 645 17800 712 17800 7 12 17800 710 17800 710 17800 286 17800 286 17800 198 17800 198 17800 111 17800 1 1 1 17800 24 1 17800 24 1 17800 487 17800 487 17800 554 17800 52 52 52 52 52 52 52 52 52 52 52 52 52 52 52 1 167 21360 1326 21360 1326 21360 1 100 21360 1 100 21360 1665 21360 1665 21360 1524 21360 1524 21360 1 193 21360 44 19 32040 3639 32040 3639 32040 2184 32040 2184*32040 3358 32040 3358 32040 3492 32040 3492 32040 3336 32040 32040 32040 985 21360 1575 21360 1575 21360 1799 21360 1799 21360 1894 21360 1894 21360 1100 21360 1100 21360 1010 21360 1010 21360 1931 21360 1931 21360 2803 21360 2803 21360 5913 21360 5913 21360 2123 21360 3042 32040 3344 32040 3344 32040 3875 32040 3875 4309 32040 32040 4309 32040 3732 32040 3732 1994 32040 32040 1994 32040 2513 32040 2513 3713 3713 10736 32040 32040 32040 32040 10736 32040 6485 32040 1'I 93 21360 3336 986 21360,%3048 0 0 0 0 0'0 0 0 0 0 0 0 0 0 0 0-0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 488 27950 1949 27950 1949'999 2999 266 27950 27950 27950 27950 2121 1989 1989 1561 27950 27950 27950 27950 1561 27950 729 27950 729 27950 816 27950 816 27950 1100 27950 1100 27950 2890 27950 2890 27950 3405 27950 266 27950 2412 27950 2412 27950 2619 27950 2619 27950 3716 27950 3716 27950 2223 27950 2223 27950 2121 27950 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 EXCEEDEO ALLOWABLE IN EQUATION 10, EQUATION 11 USED EXCEEOEO ALLOWABLE STRESS ANALYSIS ME 101/I2 DATE 040182 PAGE 621 ELEMENT FROM TYPE TO TITLE PD/4T PSI EON 8 CALC ALLOW PSI PSI SUSTAINED LOAD PO/4T PSI CODE SC374, CLASS 2 OCCASIONAL LOAD LEVEL B LEVEL C EON 9 EON 9 CALO ALLOW CALC ALLOW PSI PS I PSI PSI LEVEL, D EON 9 CALO ALLOW PSI PSI THERMAL EXPANSION EONS 10/1 1 CALO ALLOW PSI PSI NON-REPEATED ANCHOR MOV EON 10A CALO ALLOW PSI PSI 200 TNGT 205 205 TNGT 205A 205A TNGT 210 210 TNGT 210A 210A TNGT 215 215 TNGT 215A 215A TNGT 220 220 TNGT 225 8 225 B BEND 225 M 225 M BEND 225 E 225 E TNGT 230 230 TNGT 230A 230A TNGT 235 235 TNGT 235A 235A TNGT 240 52 52 52 52 52 52 52 52 52 52 52 52 52 52 52 554 17800 1033 17800 1033 17800 274 17800 274 17800 133 17800 133 17800 276 17800 276 17800 744 17800 744 17800 487 17800 487 17800 882 17800 882 17800 170~17800 170 17800 187 17800 187 17800 181 17800 181 17800 712 17800 7 12 17800 378 17800 378 17800 779 17800 779 17800 460 17800 460 17800 571 17800 52 52 52 52"52 52 52 52 52 52 52 52 52 2123 21360 7047 21360 7047 21360 2978 21360 2978 21360 1574 21360 1574 21360 1679 21360 1679 21360 1860 21360 1860 21360 1624 21360 1624 21360 1997 21360 1997 21360 1383 21360 1383 21360 1558 21360 1558 21360 1582 21360 1582 21360 1966 21360 1966 21360 2170 21360 2170 21360 2012 21360 2012 21360 1874 21360 1874 21360 1425 21360 3974 2416 32040 32040 24 16 32040 4294 32040 4294 32040 3929 32040 3929 3866 3866 4349 32040 32040 32040 32040 4349 32040 2368 32040 2368 32040 2701 32040 2701 32040 2629 32040 2629 32040 4558 32040 4558 5646 5646 5436 32040 32040 32040 32040 5436 5390 5390 3805 32040 32040 32040 32040 6485 32040 9319 32040 9319 32040 3974 32040 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3405 1968 27950 27950 1968 27950 810 27950 810 27950 719 27950 719 694 27950 27950 6139 10944 10944 12578 12578 11641 11641 5434 5434 2154 2154 1143 1143 1027 1027 939 27950 27950 27950 27950 27950 27950 27950 27950 27950 27950 27950 27950 27950 27950 27950 27950 694 27950 1910 27950 1910 27950 21 17 27950 2117 27950 6139 27950 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 EXCEEOEO ALLOWABLE IN EOUATION 10, EOUATION 11 USED 44 EXCEEDED ALLOWABLE 0 STRESS ANALYSIS ME 101/I 2 DATE 040182 PAGE 622 ELEMENT FROM TYPE TO TITLE PD/4T PSI EON 8 CALO ALLOW PSI PSI SUSTAINED LOAD PO/4T PSI CODE SC374, CLASS 2 OCCASIONAL LOAD LEVEL 8 LEVEL C EON 9 EON 9 CALC ALLOW CALC ALLOW PSI PSI PSI PSI LEVEL D EON 9 CALO ALLOW PSI PSI THERMAL EXPANSION EONS 10/11 CALO ALLOW PSI PSI NON-REPEATED ANCHOR MOV EON 10A CALO ALLOW PSI PSI 240 TNGT 245 245 TNGT 250 250 TNGT 255 8 255 B BEND 255 M 255 M BEND 255 E 255 E TNGT 260 260 TNGT 265 8 265 B BEND 265 M 265 M BEND 265 E 265 E TNGT 270 270 TNGT 275 275 TNGT 280 280 TNGT 285 285 TNGT 290 290 TNGT 290A 52 52 52 52 52 52 52 52 52 52 52 52 52 52 52 571 17800 332 17800 332 17800 338 17800 338 17800 375 17800 375 17800 4 16 17800 4 16 17800 430 17800 430 17800 444 17800 444 17800 375 17800 375 17800 328 17800 328 17800 269 17800 269 17800 534 17800 534 17800 301 17800 301 17800 536 17800 536 17800 865 17800 865 17800 854 17800 854 17800 1 13 17800 52 52 52 52 52 52 52 52 52 52 52 52 52 52 52 1425 21360 2104 21360 2104 21360 2059 21360 2059 2 1360 1589 21360 1589 21360 1652 21360 1652 21360 1643 21360 1643 21360 1670 2 1360 1670 21360 2166 21360 2166 21360 1993 21360 1993 21360 1793 21360 1793 21360 1353 21360 1358 21360 2974 21360 2974 21360 1137 21360 1 137 21360 1856 21360 1856 21360 1957 21360 1957 21360 1281 21360 3805 32040 3758 32040 3758 32040 7938 32040 7938 32040 2920 32040 2920 32040 2516 32040 2516 32040 2855 32040 2855: 3864 32040 32040 2998 2768 32040 32040 2768-32040 2525 32040 2525 32040 2709 32040 2739 6368 6368 2915 2915 2933 32040 32040 32040 32040 32040 32040 2933 32040 3440 32040 3440 32040 4461 32040 3864 32040 2998 32040 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 939 27950 6404 27950 6404 27950'056 27950 1056 2395 2395 2821 27950 27950 27950 27950 2299 2411 241 1 2411 27950 27950 27950 27950 2411 27950 3268 27950 3273 1661 1661 982 982 994 27950 27950 27950 27950 27950 27950 994 27950 845 27950 845 27950 361 27950 2821 27950 2560 27950 2560 27950 1992 27950 1992 27950 2299 27950 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 EXCEEDEO ALLOWABLE IN EOUATION 10, EOUATION 11 USED 14 EXCEEDEO ALLOWABLE STRESS ANALYSIS ME 101/I 2 DATE 040182 PAGE 623 ELEMENT FROM TYPE TO TITLE SUSTAINED LOAD EON 8 PD/4T CALO ALLOW PD/4T PSI'PSI PSI PSI CODE SC374, CLASS 2 OCCASIONAL LOAD LEVEL 8 LEVEL C EON 9 EON 9 CALO ALLOW CALC ALLOW PSI PSI PSI PSI LEVEL D" EON 9 CALO ALLOW PSI PSI THERMAL EXPANSION EQNS 10/11 CALO ALLOW PSI PSI NON-REPEATED ANCHOR MOV EON 10A CALC ALLOW PSI PSI" 290A TNGT 295 295 TNGT 300 300 TNGT 305 305 TNGT 310 B 310 B BEND 310 M 310 M BEND 310 E 310 E TNGT 315 315 TNGT 320 8 320 8 BEND 320 M 320 M BEND 320 E 320 E TNGT 500 52 113 852 52 852 1027 52 1027 696 17800 52 17800 17800 52 17800 17800 17800 52 52 696 662 17800 17800 52 52 662 546 17800 17800 52 52 52 502 571 52" 571 494 52 494 460 52 460 458 17800 17800 17800 17800 17800 17800 17800 17800 52 52 52 52 52 458 521 17800 52 17800 52 546 17800 502'7800 887 961 21360 21360 961 21360 769 21360 769 21360 742 21360 742 21360 810 21360 810 21360 1134 21360 1281 21360 1639 21360 1639 21360 1786 21360 1786 21360 1 102 2 1360 1 102 21360 1064 21360 1064 21360 943 21360 943 21360 887 21360 4461 32040 3513 32040 3513 32040 3124 32040 3124 2091 32040 32040 1906 1814 32040 32040 1814 32040 1859 32040 1859 32040 1302 32040 1304 32040 1279 32040 1279 1509 32040 32040 1509 32040 2514 32040 2091 32040 2038 32040 2038 32040 1906 32040 0 0 0 0 0 0 0 0 0 0 0 0 361 27950 748 27950 748 1562 1562 1494 27950 27950 27950 27950 719 735 735 2425 27950 27950 27950 27950 1494 27950 1602 27950 1602 27950 1944 27950 1944 27950 1820 27950 1820 27950 2089 27950 2089 27950 937 27950 930 27950 719 27950 0 0 0 0 0 0 0 0 0 0 EXCEEOEO ALLOWABLE IN EOUATION 10, EOUATION 11 EXCEEDED ALLOWABLE USED PIPING STRESS

SUMMARY

CHECK AND COVER SHEET ANALYSIS INPUT DATA DATE 040182 PAGE 624 PROJECT JOB NO.8856 PLANT DESIGN GROUP SYSTEM SP-HCB-108 LINE CALC NO 5280 ISO NO REV NO CASES: WT01 THRM01 SAM01 SEISUP SEISEM PIPING 2)3)4)5)6)7)8)9)10)11)12)13)14)15)DATA MATERIAL E (PSI)PIPE OD (IN)NOM WALL (IN)DESN PRES(PSI)PEAK PRES(PSI)TEMP (DEG-F)EX PAN (IN/100-F 7)EXPAN (IN/IN)WT PIPE (LB/FT)WT CONTNT (LB/FT)WT INSUL (LB/FT)TOTAL WT (LB/FT)FLANGE WT (LB)1 SA376-TP304 .283+08 1.315.133 30.000 30.000 1.681 2.750 VALVE DATA 1)VALVE SZ&NO 2)LENGTH (E-E)(IN)3)OPR YOKE LEN (IN)4)WT BODY (LB)5)WT OPERATOR (LB)6)WT CONTENTS (LB)7)WT INSUL (LB)8)TOTAL WT (LB)INPUT SOURCE DOCUMENTS 1)PIPING SPECIFICATION 2)VALVE DRAWINGS PREPARED BY REVIEWED BY APPROVED BY NAME SIGNATURE, DATE PIPING STRESS

SUMMARY

CHECK AND COVER SHEET ASME SECT.III, CLASSES 2&3 DATE 040182 PAGE 625 PROJECT JOB NO.8856 PLANT DESIGN GROUP SYSTEM SP-HCB-108 LINE CALC NO 5280 ISO NO REV NO DESIGN CONDITION LOCATION MAXIMUM ALLOWABLE COMPUTED OF MAXIMUM COMPUTED STRESS LEVEL END ELEMENT STRESS(PSI)(PSI)ALLOWABLE SUSTAINED LOADS EON.8 95 90 95 4239 SH 17800.238 OCCASIONAL LOADS EON.9 95 90 95 1.2 SH 21301 21360.997 OCCASIONAL LOADS EON.9 95 90 95 1.8 SH 25369 ,.792 32040 THERMAL EXPANSION EON.10 SA 225 M 225 B 12578.450 225 M 27950 REFERENCE CALCULATIONS: WEIGHT SEISMIC-INERTIA PORTION THERMAL EXP SEISMIC-ANCHOR MOVEMENT DYNAMIC OTHERS NAME SIGNATURE DATE PREPARED BY REVIEWED BY APPROVED BY OF I/4 PIPING STRESS

SUMMARY

CHECK AND COVER SHEET DATE 040182 PAGE 626 SNUM: X 1017 ACCT: 08856004 USER ID: 860669 PROG: ME 101 UNDERFLOW OCCURRED DURING EXECUTION OF ME101P2 UNDERFLOW OCCURRED DURING EXECUTION OF ME101P1 UNDERFLOW OCCURRED DURING EXECUTION OF ME101P2 UNDERFLOW OCCURRED DURING EXECUTION OF ME101P1 UNDERFLOW OCCURRED DURING EXECUTION OF ME101P2 X 1017 FIN i$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$CU'S: CAU: 3.3016730 I/O: 1.3582604 CARDS READ: 0.0000000 CC/ER: 0.5775040 TAPE ASSIGN: 0.0000000 MEMORY: 0.4898171 DISC ASSIGN: 0.0000000 TOTAL: 5.7272546 NOTE-CU'S FOR PRINTED PAGES AND PUNCHED CARDS NOT INCLUDED IN THE ABOVE TOTAL.PRIORITY REOUESTED~ST PRIORITY BILLED 0 ST TAPE MOUNTS: DISC MOUNTS: 0 0 4 4 4 4 8 4 4 4 1'OTAL DOLLAR COST IS 395.18--THIS DOES NOT INCLUDE CHARGES FOR PAGES PRINTED OR CARDS PUNCHED t 0 4 4 4 t 4 t t 0 t 0 f 4 0 1'$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$&$$$$$$$$$'$$$$$$$$$$$$$$$$$$$$$$SUPS: CAU: 00:09:00.915 CC/ER: I/O: 00:21:34.327 TOTAL: 00:03: 21.832 00:33:57.075 TIME: WA I T: 00: 00: 00.450 TAP E: 00: 00: 00.000 D I SC: 00: 00: 00.000 MAX TEMP FILE TRACKS: 1336 CBSUPS: 1152510970 CARDS/IMAGES READ: 0/6082 PAGES/CARDS GENERATED: 628/0 START: 08:21:31 APR 01, 1982 FIN: 08:57:31 APR 01, 1982 l IP 123,'5678901234567890123456789012345678901234567890123 12340 i123456789012345678901234567890123456789012345678901234 33333 3 333333333 33 33 3333 3333 33 33 333333333 3333333 p Tpg<///uFrv7~ '.j 12345678901234567890123456789012345678901234567890 0.2 0123456789012345678901234567890123456789012345678904+4:, NO.3 3333333 paw~8~6 333333333 33 33 3333 3333 33 33 333333333 3333333/'//l/0/0%%/0/o%%d "/0 4/4/NAME://///0/0/0/4/4//////0%0%0/0 0/0/%/%0%0%0//0/////0///////0/0///%%/%////%%d 0/o%%d o%%d 4/0/0/4///%//////0/0//%/%/%/ol/.l//0/0/0//0/0/0/0/0/0/0/yp/Lr-EQSD fggpppra 8p.~~~Og qggg7c~g jv)%/////%%d%%%%/%/%%d%%%%d/"l"//'l///"/%/%0/l%%d 0/%SNUM:/4//0//0%0/o%%d%0//%%d%////lo%0/0%///%/%%/,%/%//%%%/%/0/0/0/0/%/0/0/0/0//0 0/'/%/%%%%/% /////%%%%/%/0%//0/0//%////%//%%dl PART: 0/4/%0/0 0/0/0/0/SYS:%%d%%///%/0%%%/o%%%% //'/%/%%/0 0/%4/0//%7'/%//%/USER IO: 860669 CRGANI ZAT ION: 7GE-2146 ENTITY: E8 OFFICE: 1W PHONE: 4415 ADDRESS: GAITH 5A-8 USER ACTIVITY: PROGRAM: tJE 101 CHARGE TO: 08856004 CROSS CHARGE: START PRINTING: 4/01/82 11:46: 13 OUEUEO ST: 4/01/82 8:57:33 FILE WRITTEN: 4/01/82 8:21:31 PART NAME: PRC4000X1017 FILE NAME: SYSS4PR4IOOOX'I017(1) ESTIMATED PAGES: 627 INPUT DEVICE: WRITTEN BY: X1017 OUEUEO TO: CMA005 PRINTED ON: CMAO05 i I I e UNIVAC 1100 TIME/SHARING EXEC--" MULTI-PROC YSTEM---LEV.37-A03-008 SITE+BEC81A

0 RUN.ST/R 860669, 08856004, ME 10 I~200.900/900 04/01/82 08: 21: 32 OSYM PRINT$,,CMA005 OASG,A P$+ME101.FAC WARNING 040200104000 THE FILE WAS PREVIOUSLY CATALOGUED. WRITE KEY EXISTS BUT WAS NOT SPECIFIEO. FILE ASSIGNED IN READ-ONLY MODE.FIND WAS MADE ON A CATALOGUED FILE REOUEST AND THE FILE WAS ALREADY ASSIGNED TO ANOTHER RUN.READ-ONLY FILE CATALOGUED WITH AN R OPTION.CIASG~A 5280.FAC WARNING 040000000200 THE FILE WAS PREVIOUSLY CATALOGUED. FILE SPECIFIED IN AN OASG CONTROI.STATEMENT HAS BEEN DISABLED BECAUSE THE FILE WAS ASSIGNED DURING A FILE RECOVERY.@ADD,LP P$+ME101.RUN1 POUAL P$4 gl OXQT 4 ME 101.ME 1010K OIADD,P 5280.QAOD,LP P$+ME101.RUN2 I t I I f I I I t t I I I I I I I I I I I I I I 4r I I I I~I I I I I I t I I I I I I'I I 4~I I I I I I I MMM MMM MMM MMM MM MM MM MM MM MMM MM MM M MM MM MM MMMM MMMM EEEEEEEEE EE E EE EEEE EE EE E EEEEEEEEE 111 11 11 11 1111 11 111 11 11 11 11 1111 VERSION RELEASED USER MANUAL VERSION THEORET I GAL MANUA'L VERSION I2 SEPTEMBER 15, 1981 I2 VER IF ICAT ION MANUAL VERS ION: I2 ANN ARBOR GA ITHERSBURG HOUSTON NORWALK NORWALK SAN FRANCISCO I I I I I I I I I 1 t I t I I I f I I t I I IN CASE OF PROBLEMS WITH ME101, CONTACT THE 4 PIPE STRESS USER REPRESENTATIVES NAME C.H.PERRON R.GANTI J.B.VANT ILBORG D.LJ.FREELAND D.W.PHILLIPS L.T.NICHOLSON t I I I'I I I I I I t PROGRAM SPONSOR-F~ED VINSON SF MET35 TECHNICAL SPECIALIST -M.Y.DONG SF MET35 EXTENSION 7055 3160 4'356 4830 4'688 768-0680 768-0686 t I I 4 I I I I I I I I t I I f I I I I I I I I~I I I I I I I'I I I I I I tl'I'I I I I 4l tl 1 I I I I 4I I I I I'1 I I I I I I I I 1 I I'I I'I tl I 1 1 I 1'I I I I'1 1 f 1.estion: The old Detail 600 uses SA-307 Bolt of lesser strength than SPA-600 and SPA-1312 drawing implying that the bolt clamping force in detail 600 is less than the new design.Additionally the allowable anchor torsional moment on SPA-600 and 1312 was reduced.Provide a justification that the Detail 600 is still acceptable to function as a pipe anchor.~Res onse: Detail 600 anchor does not specify any bolting material.The bolting material used on installation of detail 600 is SA-307.These bolts (SA-307)are qualified per attachment 1 for use on detail 600 for the allowable loads.Additionally, use of SA-325 bolts on SPA-600 and SPA-1312 does not result in higher allowable loads (higher clamping forces).During the As-built Reconciliation, the least allowable loads (as listed on revision 2 of SPA-600)were used when reviewing the Detail 600 or SPA 600's called out on the hanger drawings.If the allowables were exceeded, a fix was implemented. The allowable torsional moment (Mx)shown for the detail 600 was not reduced for the SPA-600 and SPA-1312.The moment about the"Y" axis was reduced for the SPA-600 only.The reduction of the allowable moment about the"Y" axis is not a function of either the clamping force or the bolt material.The reduction is associated with the structural strength of the lower half of the anchor.The reduction was overcome in the SPA-1312 by adding angle stiffeners on its lower half.The added angles increased the section modulus thereby increasing the allowable moment about the Y-axis.A study calculation was performed to justify the use of RA-307 bolts in the anchors(+dd. dr+~~g~pyy g)

s.

2.Question: How were the differential building movements (SAN)for the following three sets of hangers considered in small pipe design: i)SP-HCB-108-1-H2039 SP-HCB-108-1-H2041 ii)SP-HCB-133-H8 SP-HCB-133-H10 SP-HCB-133-fl11 ii i)SP-HCB-126-H2021 SP-HCB-126-H2024 ~Res onse: i)SP-HCB-108-H2039 SP-HCB-108-H2041 Both supports are attached to containmen't wall.Gale.85280 was performed by lK101.Computer output (see attachment II)shows that the right response spectra and seismic anchor movements (SA~f)analysis were used.ii)SP-HCB-133-H8 SP-HCB-133-H10 SP-HCB-133-H11 Supports are part of calc.Pi5499 (see attachment XII).In the original stre'ss'nalysis all supports were considered to be attached to reactor building, (See note on sheet 1 of the original calc.dated 6/ll/82).The calc.used the right spectra and differential movements between containment penetration and the first support in the reactor building.The fj.nal as-built drawings showed SP-HCB-133-Hll attached to containment wall, and H8 and H10 attached to the reactor building.Reevaluation on the effect of seismic anchor movements was done for Hll and found to be negligible at the elevations of the pipe (less than 1/32").This was considered as a minor difference in the final as-built review and the'support design was accepted.iii)SP-HCB-126-H2021 SP-HCB-126"H2024 Appropriate containment and reactor building displacements were used in calc.85371 (see attachment IV).Please note that the paragraph 4.4.2 of specification M-241 provides the guidelines for considering small pipe anchor movement and relative move-ments.

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CALCULATION NO, DATE SHEET NO$~+JOB NO 8SS~~ElLE'O QOaCLVSIO< ~aC S~C~B~l T'IN&i4A~iA L Qg-QO7 l 5 A,C,CL PTASLI=FeR VsE v3)TH SPA-l'E l 2.Awo)~i Jc e TH~Lower os~F'0P sp>-)~tz.4~~PeeP~F4J Wl+~LORDS uS~m FOR, SPA-I OO}SA" 3O 7 2cLr)ru6 QA-~)AL IS A u.~~8&F'OC gag ulcc SPA-GOOCALCULI AIlOW a F Tt, F G}L)A TlOQ Fiona gl 5Q JPLA./947 Qgi~ZIIJ C TORQi}K EvC.JoorzNAL, Pq Z4 KTi D~l2-~..~~Q.WR=.E'eav)<<~>>>>~~"~P~-lb.)FRICrrO~Co+)-F~~5MI<LENS SOIL'aQSIO< (~4b c'-~A">~"~Sol-V I&6 QO.FO4 Tb Wj, I 2 T<@we ltd W lb/I,)(Iio~ -$/95 l<C.z4-)C~5)A,5svnntP4 ~<-8+-Pf--fb~b ()~)ca<)sc~g u~>(v<0 V 1, e' SUSQUEHANNA STEAH ELEI:TRIC STATION PR CLIPT SuWSCT s VAJA 7 R I c.-2.xg UNIT-1 8856 DON So.7 PUNT.IIKSIQII OISCIPI.INK I II.S~O.cAI.c.wo.~S-~~4'IO.OS SMARTS O SSCA IPTlON FINAL AS BUILT RECONCILIAT)OM gyvlSd-0 STAFF-7/RRCQRO QF ISSUES OATE CHKO 4->>-S'7 OATS APPRO, OAM QE.&I 8z d-aspic.1.SK"H-, 2 P 0 2.REF: CALC g: S 2'3O 3.ATTACHHENTS e 0 -" CIII" gS RIGINATOR OJEGT SSES/UN I T 1 SUBJECT+f I4 8'LL'CALCULATl0 lIII SHEET C CHECKED Joawo.88 6 SHEET No.REV.NO.DATE II 1.AS BUILT FAB.ISO.6 REV.ENG'%EV.c's f/cg-/crJt z~IP I(>I'2.CONCLUSION OF COMPARISON. NO DIFFERENCE MINOR DIFFERENCE MAJOR DIFFERENCE* 3.COMMENTS.~I trm~C-4~i~i It~S 2..I H~os-4.2$f'k'8-loft 2'-)(e&-s.od oF III~I'-.<~<<+>~tc<k<<~<<v-l5'7~%~ >~~out,ec Fee<w-z.m z~.Pts~~&cerureed 4'2~~~><'~C.PI~C6=P~e~H~kuD~m IVCa~3 5f$q.4$(giiggg~~qJ gioof 8N ff zos3 tkcReÃsFD 8/12'BY ENGINEERING JUDGMENT NO REANALYSIS IS REQUIRED.~*SEE INSIDE FOR NEW COMMENTS AND CALCULATION. V CALCULATION. COVER SHEET SUSGUEHAHXA STEAN ELECTRIC STATION UNIT-1 PROJECT SUBJECT I d~C2 JOB NO.8856 PLANT DESIGN DISCIPLINE FILE NQ.RECORD OF ISSUES NO.OESCR IPTION LEGIBILITY AHD PAGES SEQUENCING C Vl CPFC'R+Hi E<tCg 5 WOCS RCV 0 OCO CO~8're S u r" V S e'0/50/.cl d SA En aMhc:H AHcJ z BY OATE j CHKD+-2-fg.'OATE'-APPRO 0/3/g>:Lg/l OATE R c~e A~C 1.STATENEHT OF PROBLEN: 2.SOURCES OF DATA.3.ATTACHNEHTS H WEIGHT H THERNAL O'SEISNIC ANALYSIS IPI SAN O'PIPE SUPPORT AHALYSIS FAB ISO g[gcg-Ijg-'JP&gl>ga e~y los'-7.arv g sP aic8-loM Rc v//SKN 5 QQO N/.lui lp l eg~IIEET'g.g g~AI AX/<j7 (gO))t AJ'W]+S'<g~Pv Tg G.~38 IN 0 b c: L-3 sHT>4.SOURCES OF FORNULAE AHD REFERENCES Foi Hgr (lc<ind;,>J..I sI fs-N-199 REV 3h N-241 REV ASNE SECTION III t 1971 yMIHTER 72 POllER PIPING CODE'"31.1 1973 ED.AISC NAHUAL OF STEEL CONSTRUCTION 7-TH ED.ITT GRIHHELL CATALOG PH-74,79,81EDS. 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" DESIGN BY PROJECT, SUBJECT CALCULATION SHEET ggv j DATE+~CHECKED BY b P C 0 f CALCULATION NO DATE SHEET NO.JOB NO FILE NO 0510 (11-74 I t l z.II-,Zx.=....>,(.l'4.1g y.8o lr".+3.S!,'S iI(I, ,'2 1I.~~g(>(la P~Q I)('I'~g+I l"Z Rf~g)y le~~@~la~>g Z.la'~]g O Jz Q AorASg g,7~)p/g.J (9'~tS~te.S~44g).3o q)+f>)~'7~,'a SxZ,7ry<'7+g4~y, xx)v (Bo+j7~s~g<g)/4 Lotto f6/a W~/PE COW J V7 P-R'P,zo0 Z.(So y Se p>V~~S'z vr)i.~S,/z.I 7$x1 1S~7 0+2'+5 vg DESIGN BY PROJECT 0'CALCULATION SHEET gsv)DATE 4 CHECKED BY 0510 I11 74I DATE SHEET NO.~~SUBJECT 8E D7 0 t'cB-/o-Z CALCULATION NO FILE NO<y-g'7/4>I I g S pe/-/i/~/ii/I 8 u~P ur tt m V la e-(y.~s psst]7~~>(4,7s~As~s)H Zo5/Z VS pZ.7J'8+~/1<+s v/)6$ CALCULATION SHEET (ppv 1 0510 I11 74)DATE S 2-DESIGN BY DATE CHECKED BY SHEET NO.2 PROJECT SUBJECT 4SU csP-4.-/0 JOB NO~5f FILE NO S'<Z-(u 2~7'S,S),2,72-2.'.2 Uo h~y=j//~>8~rZZ n~/o/Co t W+Zoo+II W 5 Uw'21)2.7J".-/g/UU X.X I>W I il Z2-=(72'+<..+Io=+.So.5,)I 2)'a I/+/4~M Pv T'F E 4'M II 7o.2'>)g a, 7J HZoe><9'~3g)2.7U/: h'ioUU s>=~(Z8's.~J q Io.q so.s')ki oo'7 4 1 W 4-,I)/Uw Zl (5'2/47 So,.fw'+4')>.7s'wl 70W'2 0/s 1~x=,'/5/4s (9.22 a+So.Sy 2 7U (8t/PFS o,$$ CALCULATION SHEET gEV I 0510 (11 74I DESIGN BY DATE CHECKED BY SHEET NO.PROJECT JOB NO SUBJECT X6Zo 5'9~d'I FILE NO oo,zf o~>>OX IJ/6//8~66z oos'(II Hzoh 6 6x=(s'o, i6 o io+Vf z>>I: 1I 6J~g p)2.(/O q o6)4 7" O.(/7.6;O X Z 7"~~z xl>'(g 6.7+)o J II I 6L662p 09 I O~I5~~>p~-g/48,jo]C,owl'u Tt'8 Ev~'.gg/p~3/+6)z76, 7/Am/Py-: s-x-g l(z'6'<<r~oI z,7/2-eg hf 4 II Id BOA PM~LA HVAR H~o!o (.d.5:..x6.o..~gJ/w&K jo).269~DON FIJI"8 g I'P VxI/I I W I CALCULATION SHEET g.g V 0510 I11 74)DESIGN BY PAOJECT SUBJECT b CA J SSFS Ua]7/DATE 2 Z CHECKED BY CALCULATION NO SHEET NP.~JOB NO.FILE NO/8 zs//Ty=/'7S~(VS+E~77'1 4ZHEj z 7$/L 8P.//I/0/CO/V P L7 j-E 8 8 V~/T7 x 2 7J X , (Z f,7//-5<7)//ZO/E.Fy=1 I~s PS/Pa Io/I sc m Pvr~R>(7/$j P gg:P/P)EIES ZX1z, I l7i!!I7 IcTz 7~4/ET+6 I/I 2p/3 I Py=/7 ebs S~-Z(7/S//z p/4-I r9/W I jQ 8/0/60 iu Pa ran 1 1'I'C 0~~u g P'W.~, r,s').1 I (SS~lg gvA./5,./8>~zp/s Fy-9 I/6P ll~$, PcW I II/n J Cour PI7T b'A.I I gg Al I I CALCULATION SHEET/gal I DATE 0510 (11-74I DESIGN BY PROJECT+~+++~)+DATE 4 CHECKED BY SHEET NO.~JOB NO.SUBJECT ac/Lo 7 Lac da S-H6'./3/O 8-2 FILE NO 1=x=+('<~6<>/8'6 2, I/9'~J~g z.pJ/2,',y/~,ES)r E k I jl g~II'.zJ j 2..T~~6s,Esca/6 I (is l~~s-(Sy7S y,6EHg)8'Zo/4 II k gy=9'b~gs@pe Iv I 8I p'6s,s6 y lg xxs y Ao/g~.8'I I/0/"C 0)L6 P 1/T 2iV>~25 q-~)I)~K8!I i ,X,7 J II Rvw x's'~4)z,vt ZA)w r(/S z 7F DESIGN BY PROJECT++<>UA"/7 DATE CHECKED BY CALCULATION SHEET gF~I 0510 (11.74 I DATE S SHEET NO.JOB NO.BUBJEOT cuba~7 8 0<a s lZ44Z0347I s c.rs-/a$',~f~ILE NO PS S 4 z, 7I'+7 z'ZZ 7<)x~74 4 z z'lz./z-=(z'z J p>>/z/-s lz 7z Jz'7"~44 z,zz-i(/I Zoll PZ zza7 5 S.J~9', zJ 4 4 I~h, iJ-+,/a, X'~4/c J z.zz~ZSZ.z~z,/o.S 4-/zz)(1.>>4"//, zl 4./o 44lo)'1~/2 4 I-z=(ssi~+9.zIi/r+,F.p-.',/F F8~/'o.d w/~I//, Z-Wg Z,7J~/5 W/az S'~/Wg (g.z 4+/Z//o Z 4.444)l Ky-"5 o/8~/o/C'm;,P 1/1 8 R gz ps~4 3 Fx gs P'8 R p.~(/44., I~E/OI~~py')e g l p ll, z z~4I zs)z4 7z~//7 I/s R v~zi7J g/y, f'I/, s J 0~i/~)4 4 0 CALCULATION SHEET JEST I DATE 0510 (\1.74)DESIGN BY DATE+~+CHECKED BY SHEET NO~PROJECT SUBJECT C.A 0 Qc A9 0 3 JOB NO.FILE NO

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F~=ID@>~nl=zan@x5=s z.n,~.V'!I'aa~S~~,~c ~Xy~~rÃ:'f, 5-+~~~>~5 if)=4~SS~frrl.din25.+-g,ffn85tre>egg gg Z li II F'=44 e Fy=3Ad~~$4g 4 I x ,.5 20f!~I<~.-/~88"(n-~F CALCULATION SHEET DESIGN BY DATE+CHECKED BY I PAOJECT cE.-jQS-H zn-+J CALCULATION NO A'8 oy)g.2/.'///~i~Z~m$C so~ir.Q<rS ax//x3//'//) 0510 (U-74)DATE SHEET NO.~.JOB NO.+RFP'5 Agi 5v6 lh u//0/6~~~~g/k~/vs/g g/v7-(d~~~J g~T~pc/A)Cu-ma hmF4 C>scone (W~~4/hvar-o nary mz g Fy o~~s<',Pair u.-.~R.F4 U4 7 P~g (OP"/~X I I/I.~T'~bt b O 3 W~'2~~/p~g Y y~2 4.i5.g=.oog.//I/~phiz.>>3&~tea~~+<5M lOOx6~syOx j~a=/o.S~/-Z.~4-J9 Z z-z~P/5/pg')r-I p@vt.~~y I QO il'SQT I/8~1/D~O QP6$7'3<~5'j=y=XZm 3//4~J,,~R ud tIbF FL, unrb~4 I/yl P'.no3 (, gyes S.wg q r CALCULATION SHEET DATE 0510 (11-74)DESIGN BY PROJECT SUBJECT DATE~KECKED BY~4tlEET NO.~~~6-H.c.&-o-zo JOB NO.CALCULATION NO+~~O+ZrPQ/~m z~b ghgC g, I Ar Ce-0 R.dW thL S 70 8P'~E7.a,y S/5 hP7.P~SVP.'wC MrVS M-vy~v a t 0~g~~8+g I no/@5&I'~W 7$X/3<<M/gbOg. 7 r N oo'oO~5'2 P+I7/33 F34'bx2F 8'Qx2$XckW/gyes.T C)~C SA:~~g Tc+ol'+43~b+/2 dl oT 4r (n~ooc~'~CA)/S+g 4wo'~hozyw.7=g=//aOo'=-.<b'>~j')(/x V)CHZNI~i4 8(F-Mrn&lt P~xj Fo-I/P hl c).0 IC~I~gpig~gp fl Ifd)C~c/x uvWh,('4ffrp~Td j'~3)=P/.g 414 l~~++34 f+f/p Il/8//g 8/Pj wg~g NP WQo84~ CALCULATlON SHEET 0510 I11 74I DESIGN BY DATE~CHECKED BY SHEETHO~~PROJECT SUBJECT ye/-ios hZdyu F~-P/A'v=XI~bM)~nr Fg=330~Fy=3/gW JOB NO.CALCULATION NO h iN~Q Cd yl P i G~1E.+TO.~ZSs ZP-~eB Iree~~lTHT 7 S I)lP;~L g W444 dÃdWWd/Pg CP/"a-r daze.2)~0 7 h kRmaC.mVT~nrg~Lay>~t=y~jd>$<L J~~5 C l~9;JxlXE/Z H GGHGEV~Snead)I=Oxry-U1=2,II X.y gP=.P2$1~" ,=~~~HI~]</7/mg~~g..o)(NEw 888')io>icg&,-~2IX2 -JIEg~0=132-ZO>Z i.~5ZP'~=I 4 g A<>>>u.Wr z.o-:o, oui c.u.y~,--+-=.PZ FZ t'E 4~Pgg CiSSgg/E.h a P4Cgyl GEE>3.=.c Zs)pz~P2P~E I AGEE.>i=evxs b~sxc~sG~card+P)Gdp CALCULATION SHEET 0510 (t t.74I DESIGN BY PROJECT SUBJECT Qcg-Joe 8'8 0>0~m4~p/SHEET NO.~C" CALCULATION NO.C/8)c'//os FKL@t/sn~'/R f,g'men 7/Dcs~.~5l,de 5~Pzp-9<et'I'0 R.7 P-~49 I=i Eg.&fever~ /EA'4 I,g~2@ty)///+ac lorn i~..Ql l~>cZ F~~ak W rM/~>il'c 0-g 8$QcP APE-dug)<4'us@>>.ws4brnc'~7>~'3 Fo Acv7.5'/r/3=P.5ci)f7+wsct'g)33&+2 j 4 FR0~//J///p~z vRgg P m6~i A.ah 9A/33'd'-/I/3~/(Id'/id x./nba/u=3IP2) Fl p(E.PA Ega 5v-r/c gv&t&p 7 t., L ZA2x./g g 2-2+5f f 5 P-//C$-/DP+gf/P 0)5/S v87iAV p<~~ssk Ivo pu'LT&64.~pzNzy R,~'k/ah.AYd/j wr/4 gu)l L/, f'Yk d1dk/.i, W oM~8 7l~vlLf5 y 8'/$1 b 6 Fcf C7ioM g FXL W 9/4'd f R.,g.@VI Am/m eg'I CALCULATION SHEET DATE 0530 (I I.T4)DESIGN BY DATE+CHECKED BY SHEET NO.~/CP PROJECT SUBJECT H P c$-I pS'zcga CAI.CULATION NO.JOB NO.fit&NO h~y F<=s~~.F=lag.DZS/6'=as/~ F~=~88~&>T)=i+x'F6'og P Sxx2x~yitna@Ts 4wuxgg)8&n&g~/77-3 58xBP+5'g2 x tQ f p+gggy,g-$p,g(,'q g)7uQOn~>y~-5+P gP~-/P g(,n,<)~==b.4 xst x'iW wxx,~.oIx.3a.s<AM I vl.T rxxqux 7'mx~xx 8~~p~"4"4xis~.p=C4-3s) "<3'.-I.g~si (/Z.P'&x.~-z~~e)C~~>s~ee 2.)c w/xw 3'82xiq xao W2x30 gg2x24g gggx 3gx24$3W/V66+.,, g~]p R 3'>PC II MrV Wa rS2.~i~~]O ~-~I3) CALCULATION SHEET 0510 I 11 74)DESIGN.BY SUBJECT DATE CALCULATION NO DATE/Z 5 8 SHEET HP~i.~rsvp peg~&8~AD~8.s~yg>g 8)()p 33/2x3O 33gx3Ox24. g 3c/'P.Z-HIP.w=C J~'wP~')"=l3s4'iso 3)Ct44+F 0, gg~+r~45 III I/rL Ciftci(Pg Ilgwu g-h,IR, ot~=.OZJ2;). sO f mo c~4 8<~6'c g'<4, zw f,.p->4 X~I~ISN'T.Hwlx5 Fr~umcy E~>>hI~~-hIk.Ih/iplig h pg c4u'a uEE~.~r~~iE/II.4<a ru.wg>I z I o./c.Mg Hg4 sv R<oj I 5)c~rH/H.>x fn'ei.p c~<+~S~r.~i7-~g-.~S 7-~~4=St5=z/'.p~-g5.>I~358%'z.,~4/gg F~, p+3 93 2'/.)85.3 II t-~=2.4'4'F~IXX oPC'PN'P~=3.I/2/]n A'>S~v$gP$~7,'M 4 t wO/-, I x I ip d DESIGN BY PROJECT SUBJECT CALCULATION SHEET r Rck C CALCULATION NO 0510 (11.74I DATE SHEET NO.~3,,~IFW ggPSP I=Lo w7~8)$3)I I I I h.E caw e4.~s e CALCULATION SHEET 0510 (11.74)DESIGN BY pROJECT DATE++CHECKED BY SHEET NO.~'OB NO.S SUBJECT p<8-N8 HZm~CALCULATION NO Fy=Wd~R(->~8~AE 5T sr~3PJR)g S E za Yi"/<~a e~~~~yg~>>~EP'ZSTP gsJJP g g'HE m.IaIE.sl'a Ed'.Z)J,'AC:TE: LJBXEX~/~Gq=-P~>5(4i'EJJPo wi.'.~c.8 A/3 Q+LgdA~F'TJ,$@dmdg g-'OO5.(/jg b PZ/xi.EP~,.&(< gg5+.uy f Ft aQ JEST,'T.MC Z)a&A~sc CL To sx.sv.s7.)JV e~=JP" g=Z.5;." R~=EPEE (JJPP Z,.J.r CALCULATION SHEET 05 f0 (f f-FAI DESIGN BY CATE Z I CHECKEO BY DATE SHEET NO~E~SUBJECT Lcs~TA~YO CALCULATION NO Pfc/-lo3 HZ'~ CALCULATION SHEET DATE 0510 (11.74)DESIGN BY DATE CHECKED BY SHEET HO.~+PROJECT SUBJECT 55PS CALCULATION NO JOB NO.go v'fc8-f08 HZIO/(+~F1 p CALCULATION SHEET 0510 (11 74)DATE DESIGN BY SHEET NO.~~PROJECT CALCULATION NO.JOB NO.R~g M~5 CALCULATION SHEET 0510 I11 74I DESIGN BY PROJECT DATE.~~CHECKED BY SHEET NO.SUBJECT Hcg-Igr h'zuS 8 CALCULATION NO)W<C<-i/a Q=l]n H C>55-l 0+/48p+p gc 8-i os'//a o3/Ave~)F~<<b~SP Py'z f/~/p ZAP-53 MX my nlz Zo ~~I CALCULATION SHEET DATE 0510 II1 74)OESIGN BY DATE~+CHECKED BY SHEET NG.~~PROJECT JOB NO SUBJECT CALCULATION NO Y E I!', F~=33 Pc@-loY ha~~Pc/-109 A'ZuOS P-/3 NI hu'=.l>..-f~~ F~=..uf>>Y>S k zP e-4Z/W E-WPt)YWvg .'g BH SEH~'I S E k hww~E p>>t h~II p II I I.5 u 55~7-lg@,U~4i/=r>>E -g<II~=%88~~E HQ-toe b'ZPPb ,.......S.ISIS>nr C I I I N I I9'E,IC'e07.) r 8b'>!nnv7=~Efb84 h 8-RC H8-%, f'E-b5>>&BEE>>"EEB:" t>>STEIAA~Q 1 h'lNQL CALCULATION SHEET DATE 0510 (11 74I DESIGN BY DATE~CHECKED BY SHEET NO.~7'N!NN SUBJECT CALCULATION NO N I Od I P cg-/05'F 2 O5'3 vg I.F-'g~II b~N~Ar IrIN 4+IN ePtir 6 (R Q S+g yF'-ewh ge-~-h'>p~~~li~'~u~u'au~.>.MZi~)II~..in~3=~=ZSp)9~,.Z~x~<PZXd'-V~ ovtu@g, u 8-T C bod+M+7 SN'~S 7~4<~eeSC~S'~>I'mT'~7~~ iV C~~~'6'J II I rII"I y 5r-I 8~NII DESIGN BY.;PROJECT SUBJECT LCS CALCULATION SHEET DATE CHECKED BY CALCULATION NO 0510 (11 74))z-sw SHEET NO.JOB NO I h A@5 5/~a'sg II PIXF>g CWSu~c..-FIXCb~(uEP P 3)C&CA'an5CQ I 8w 29.25!g 3gx2'W5~3IPx33J 32R89 25 x hB 355.~+.~~~/I 3E J25 32/JP.1JI IP" P.I 1YO&~<.S:IIY gnEI'~R f):~~~BI-~MJJ+52C MAJPJg'J5E JP/f QJRESQPJJ1. 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CALCULATION SHEET 0510 (11-74)DESIGN BY;g PROJEGT DATE I I SHEET NO.SUBJECT I//2~8 (~wz~+g, h I M-FfWXg,-gfgf ,3 f/j~ Q CALCULATION SHEET F'ATE 1510 (11.74)DESIGN BY 9 pROJEGT SUBJECT~pc8-)P+v, E DATE 4 CHECKED BY SHEET NO.~~JOB NO.~PJAE>>J JP El P DESIGN BY 0 CALCULATION SHEET I DATE+CHECKED BY 0510 (11 74)DATE SHEET NO.~2 PROJECT SUBJECT 4~~CALCULATION NO JOB NO.Pc p53 cu~g>g L)..C~..hwwJ~t~i wwup g Fp~l/Qvw ()~gu)w)p)wI)q IW)a u~Wwwt)b~: WW~-.WWjg~~W~W~.nO 9 hu C.Tww w'CSM BIXwwwwow)~ pep.gf tw'ei p'M.tw@8 i rww b~atw!p~'PI E,pL.B.Ww'-I~Bud~.L~pf I 3)QgzD-Q P Wgt.gine~Pa WP$j'~~~gQg WP A'I H$~(It W W CALCULATION SHEET 0510 (11 74)haulm PESIGN BY Ss r g J.PAOJECT SUBJECT PATE CHECKEQ BY SHEET HO.~JOB NO.gee' CALCULATION SHEET 0510{H 74)DESIGN BY I PROJECT G SUBJECT-oB-H-DATE A~~CHECKED BY+SHEET NO.JOB NO R~J~CALCULATION NO Q(/van=lw-~d.16$3x'fx>7xl 7 g%b v tI 37 CALCULATION SHEET 0510 I11.7iI DESIGN BY r PROJECT DATE CHECKED BY DATE~~1 SHEET NO.~-+~'UBJECT CALCULATION NO 03 I yP~S P=,~q cpu I Pg P7 Aa~mr I WBxI5+W5 xz'7 y~g~BXrf,+sex(.P M I(O&C'7 l Qo Db) 8 gcs~'".ORIGINATOR PROJECT-O'65 SUBJECT~/48 QcP CHECKED JOB NO.SHEET NO.H-zo/o g p~0 CALCULATION SHEET"~CALC.NO;REV.NO.IT'M<+10 LoMS F~=gg p ,<9'5/g 12 13 14 3 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 35 MPW~T~'f5/4 2l W-/g~~+nfoA'hg'R. a74b'C~89'q 5 T j/=F'PJGS5, hrM DM~Wr~riV.Pele~<~"-18 0 Fy=171.Y 7 64~bb~I~~2IS/7~2/~.r/%X'21 47LIG X.loi5'pp+~i oof r~~(~.Ag->"~~4/lo x'pQy SFP 20768 Rov.{6/76I ED 69 16/76I G CALCULATION SH f ET'~S'0-8 ,~+r-: Y JOB NO.lu 8.SHEET NO.S ygL ORIGINATOR PROJECT 6 5 SUBJECT C 2 Cog l r~g f 2 3~o~pMe*ZZ~s]7 C,~A4S 4 WweuA44.8" 4~~PA g F y=3&.6'.5 CHIC H 6kb)tfOZE 1h'AV~i$9~k, is.~w.PM.s~I'H 10 12 13 14 Q 18 19 20 21 22 23 24 25 26 27 28 29 30 31 43 35 SFP-20768 Rev.I6/76)EO 69 I6/76) 6 CALCULATlON SHEET'3 CALC.NO.REV.NO.ORIGINATOR PROJECT.SUBJECT DATE CHECKED JOB NO.SHEET NO.8 Zolf DESIGN I-og>s 10 F<=Iri F'y 98 pp Qpg)eftctN)6 (Zz+l7 g Il 6)eovscqy*num +78 12 13 14 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 tT~Q~~,<,~.5'<'k;PBg, JPA CALC,.Fog./7F-N++My A (3 Fg Pg'==/9 I S/I y Fy~53 say f7 09 K 1$~7gk'y>os46-..s zs.~" Hp.=..<t<6 g.,-g,)(15 gg fC-2f Sy~(~7f A=3-Zt lO 5 x)e$.8(Y'm~.-959.0 V 35 yg (x t c.939 70 SFP-20768 Rev.(6/76)iq 76'kgb, E 0.69 16/76) B ygL 0 CALCULATION SHEET'3 OR I G I NATO R PROJECT.s SUBJECT DATE CHECKED~4 JOB NO.SHEET NO.H zO ff (coup.)f cL.e sj B.fff~o i k:sc'0 I P.76~0 g O7 hlCQLl P)fh(.6.12 13 14 r O'E3 gA 16 19 20 21 22 23 24 25 26 27 26~g i 0007.i o3(To Qs(o!4-fiB kst~b Fgy."NS M3 1'9 I 29 30 31 32 S'Q~gg~a.70.'Tb~ea.7$x 97(1-p(.es.35 SFP-20768 Rev.(6/76)/~us.)EO 69 (6/76) 0 CALCULATION SHEET'...,..~e ORIGINATOR PROJECT.SUBJECT C 0 DATE CHECKED JOB NO, SHEET NO HZoti Codt.Me'LIP of (fsp p a Exisr.S'rzsZ 8 k;Gy iNSj'gcAoM. pXsy~s~cy 10.Py-/7 SLY.<<p-zz" 12 13 14 18 19 20 21 22 23 24 25 26 27 28 29 30 31 dy Pt.A<o2g/$OZX 6'6 3 Z.ii~p7goo f8A 27044X/'0+.Ooog//g~oo9'<<PL po L.--g'oHsEcvrftvh) hKE/+9 7/ES-oa2.z1$~~7c P: ci6 9'g rI 7 gg0 g/re IC+r7I XZ7gOOX f4.5.aoa 43" 4-oog~-O-k.PI OI74ET)35 SFP.20768 Aev.16/76I 80 69{0/76I ~O-8'i 6 CALCULATION SHEET'3>gG J OR I G I NATOR PROJECT.JOB NO.SUBJECT c.-oE-SHEET NO 1 I-I-ZO(Z.t'EV.NO.MgS P!g=f72-4 Fj=Say HP ls l 9 eW'n c.~7a 584<ll.w~su)m~cr c s~w.Fx=P-(=4oe)/)iq 10~~@eg 12 13 14~Q 18 19 20 21 23 24 25 26 27 28 29 30 31 32 35 SFP-20788 Rev.I6/76)EO 69 I6/76) ygl J OR I G I NATO R~PROJECT.SUBJECT DATE CHECKED JOB NO.SHEET NO.0 CALCULATION SHEET i3 REV.NO.DATE H zot3 4 DESI SH k d ADS Fy-p~10 12 13 14+UP P0R7/$04.Pgk.5'pA-0'2t IIQ 18 19 20 21 23 24 25 26 27 28 29 30 31 32 35, SFP-20768 REEv.(6/76I ED.69 (0/76I 0 CALCULATION SHEET'3 0 R IG IN ATOR PROJECT.SUBJECT DATE CHECKED JOB NO.SHEET NO Hzoty 4ur pope O-k, Pea, SVA GZI (Red.+)spa-ga.>CleV.3)10 12 13 14 3 18 19 20 21 22 23 24 25 26 27 28 29 30 31 4G 35 SFP 20768 Aw.16/76)ED.69 IG/761 ygL ORIGINATOR PROJECT.SUBJECT DATE CHECKED'+I JOB NO.SHEET NO 0 CALCULATION SHEET'0 REV.NO.H 2olg Loner~x: SZ~~p~.zgP 10 12 13 14 SU.PPeltT I 5 0-t.P'f Corft eg<SoH t)JITg Sl'4-CZ)P 7 En/C~NSECI~C tRSPaeT ION OQ 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 OG 35 SFP 20768 Rev.16/76)6 0.69 I 6/76) DESIGN BY Q DATE CHECKED BY CALCULATION SHEET 0510 (11 74)I DATE 4/SHEET NO.~R PROJECT SUBJECT c-lo-~CALCULATION NO JOB NO.z<8 0iv l~7'7t II~l too.I Oo.' 'DESIGN BY PROJECT CALCULATION SHEET DATE~CHECKED BY 0510 (11.74)DATE SHEET HO.~JOB NO SUBJECT-lO H~4)I'lac g-w7x'Ii ii i A.WAI-I=co CALCULATION NO.;//~~o7 Rovg F.=t too jy,(tg'zdo7/EE t I~'(+ty I<~'t'ltoo"hksg Nt~=tvl~L)EI-g'o p rq,~vs)/p-t+~o//+l+.5=SqZ.PL ((9)oo GLW 5SW)HGM CD=tzul,=.l z 18l.Ax'7 s&5'hl 7HZ y~)7 c>l+P,+Ml. B gc ORIGINATOR y+L-PROJECT+"+~C , SUBJECT~HC-)O'O JOB NO.SHEET NO OCALCULATION SHEET~REV.NO.~4-.If D~~T, Fx=I]¹=Pcs 1G-M L.o~S.Fg-5g FJ=Go 10+<<e~~~y~C=-~~(a~~e5 Op 12 14 OG 17 18 19 20 21 22 23'f-hi&C~~Ia4~').QLfgl3 3 I~75 bi R.C c.ZI 0 0-11 I-=CG MI=IO 5.sod QG6$Vq-Oo)OO-gg g io oo/2 I/Q~0 op p I~I5~zC-y+"--Q+.zing(x I 24 2S 27 28 29 4-513A Sr~X~e l.7C I~~Z+36 ZI.~~z.Ql/(24)t'5(-I7.]g ~t~(z')+z I(I 5)'Q P(Z79 65)(loi53<I.qCQ '+I W,OOQ>, pgg~q~Cg 15 z CI I~i 30 31'ZTe 8 3 L-5/ss>/y IR S A=2 I)~=I-7C C-.@gal i~32 qc 35 SFP.20768 Rev.Is/76I I g gn/Cr iM kI.=<g Sg ga.+g~Fy~l9 Ii~.ao.so Is)76I CALCULATION SHEET EE 0510 I11 74I OATE DESIGN BY+>I<PROJECT G&SUBJECT~C 8 DATE CHECKEO BY CALCULATION NOZ.SHEET HO.SJ JOB NO gee 4 PttCH 0 k I II II G~wT x ay-T6 Px>x)yx R)~)od OESIGN BY+'C)2 SEOSECT Q CALCULATION SHEET DATE HECKED BY 0 510 (11-74)DATE SHEET NO.Z~~JOB NO SUBJECT ,~K Fx g.E1E E~/pi~ CALCULATION SHEET 0510 (11 74)DATE+DESIGN BY PROJECT SUBJECT ATE CHECKED BY SHEET N JOB NO gv4 FKCtIO N 5/CO@PA'IZI5DN lV)KM~~IKGS&G&~IL.L v way aMwLL II 5l 0p.1p;g G,4, Loop=>BI+KL.zIXqg ls IWZao P'>Co le.%5i gC TS" 0 R IG IN ATOR A-U PROJECT.SUBJECT P 0 DATE82 CHECKED DATE JOB NO.SHEET NO 0 CALCULATION SHEET'P CALC.NO.~8REV.NO.10 f ling, 15 IDNVTICR lOLYH A.I Ou)AS LE'dPDS P'g,.Fp=loop@~as ek7(~$4o y~o'g 12 13 14 l~8KW.~[4l 4XL))/S S7&XJa67~G 18 19 20 21 22 23 24 25 26 27 28 29 30 31 yQ 35 SFP.20766 Rev.(6/76)ED 60 (6/76) DESIGN BY 5c 0 CALCULATION SHEET DATE 8~CHECKED BY 0510 Ill.74I DATE+SHEET NO~PROJECT SUBJECT+~C C7~~O CALCULATION NO.JOBNO 8 goV I o.R S~XI-lG Zr 2-~I=)8,7$o+fip2. ~ttgm SuaamWNa SVae aSCTRrC rrAVZaz mD-t em-PROJECT'OO NO, UPP ESSiaAJ t u3 R LEV L'I<Id PVlNT DESIGN DISC)jtLINE FtLf NO.cALc.NO.~S~4~NO.Ott'MARTS ,NO.OSSCRlPTION FINAL AS BUILT RECONCILIATION 8660 Fi)PL458uII.TQ8 I5O EE)RECORG QF ISSUES OATS OATS a~O OAT@gal MATC~,.eVmtbm.TxlC~7 P 1.SK"H-2.REF: CALO it 3.ATTACHHENTS a~zeaa.b'av we~aa-~~ev a too~) t 1 'VI%Ls&%/hei's a a 4al 0 s set a o~sa s CALC.NO.DATE~CHECKED A Ck'A@off@Joe No.88 6 SHEET No g fgl c tgg J ORIG INATOR DIECT SSES'UN IT 1 BJECT n3%COL LO T REV.NO.DATE 1.AS BUILT FAB.ISO.G REV~ENG'%EV.aE.V 9E(2.CONCLUS ION OF COHPAR I SON.NO DIFFERENCE HINOR DIFFERENCE HAJOR DIFFERENCE-K 3.COHHENTS.Hc-t3-H4 lg C I.ORAT@Y2.SOQl"*BY ENGINEERING JUDGMENT NO REANALYS I S I S REQUIRED.**SEE INSIDE FOR NEW COHHENTS AND CALCULATION. g EIEC+CALCULATlON COVER SHEET SUSQUEHANNA STEAN ELECTRIC STATION OJECT SUBJECT 6~U HIT-1 8856 JOB NO.4d'L V PLANT DESIGN DISCIPLINE tF ILE NO, NO.OF SHEETS RECORD OF ISSUES NO.0 ESCR IPT ION LEGIBILITY AHD PAGES SEQUENCING Rg&uynnF A O Za o zeas~EI 2 E TO>X.SIHCE ItI 0 A 6 P R E 0'CQ 5 C P~&VX.S-&P FE~~g I TO 3 go ovP R 5'Ht O~PKEL3E=e" g p.c V I C o v a, bet', BY DATE ()g(gz CHKO DATE APPRD DATE PR.0 A-c 1~STATENEHT OF PROBLEN!2 SOURCES OF DATA~IGHT~HERNAL U3 SEISNIC ANALYSIS~AN 4H IPE'UPPORT ANALYSIS gP-Bcpl'-)33 $P.Cv g 5P-I-ICED-I3~-<9<I 9 FAD ISO<P-HcS-i~3-5 RE+3 3.ATTACHNEHTS l SOURCES OF FORNULAE AHD REFERENCES N-199.REV N"2l1 REV ASNE SECTION Iiif 1971 f NIHTER 72.POMER'PIPING CODE 8-31~1 1973 ED'ISC'ANUAL OF STEEL CONSTRUCTION 7"TH ED'TT-GRIHNELL CATALOG PH-7l f79 f81 EDS SFPSN ACTIVE REVISION SPA ACTIVE.REVISION" H~g SFP-20220, AhV-'7/81'- t ED-1 AEV 5 Ill81l CALCULATION SHEET 2)Erat AJy, DESIGN BY~t PROJECT DATE CHECKED BY ,4 rl Z~SHEET NO.JBB No.~89 SUB JECT'ALCULATION NO.FILE NO.AtL buffo I Og IIiAno$t IILQ w~4 w+w~(S w*~M hl g M r w'gC oc.o+,-~-a 4.4-"'b=Ih r~gl I I J~0 S:t4 w gt, rI a I wl Il~,.'r.rI II~r I,MB r,~~O M C..p I/~'t t~,~a h'0 I I-..'PlR~Q[ w eB r.X*-1 t~e*I t II DESIGN BY ,-l, PROJECT 5&c SUB JECT'ALCULATION SHEET CHECKED BY CALCULATION NO.OS10 (11 74I 2-gEv Mo.6 il 8'/SHEET NO.JOB NO.&8 (~<FILE NO.GR l.HIE R I&..i (g 2,03 f=-g5'0 P=35~s'y'/Ft SCI SA 3~8-3 l2.Cto=I~IS gpss cia"uLm Cg tll~sad o5&i IC'ts:~ DESIGN BY PROJECT'k SUB JECT CALCULATION SHEET DATE~~CHECKED BY CALCULATION NO.2 RE>802 g.g///z/SHEET'O.JOB'O.FILE N>k It k r coH v'cMp gL.06 N>Yc~adz5~a', g~eooP-v>Rtg&I."CNmin)=IA~, (Zg~~,'):..=.k.:.a+>;,'... 0~g'55c)-t ('>k.8,s')w.(>>8.s))>."og zg i=<l~>7", i-----Z-(55-&)==0'.o~g k...ff&AC'fo g, I'gg Cq~g (<~<g=n~~+COP i(.IW g.O2$S)IJ lG k j I----------;-6-(~-EE~y-~$~>AD-I'g-o m 8.k k>g/k/=,.O>d=O.oM~//u.oZJ>~s>>'-"+o.o~g~>~Ia=o.oaq" 0 (-5)~)-,=>>'o~S-5>M LI~+.o..Zr.5'.ca5 l4'o.,c+r If r I//r k Ikk/1: t$I~~X 1' +VS IVO~2 CALCULATION SHEET~.4if 8I SHEET Nhh.~JOB.NO.CHECKED BY DATE DESIGN BY PROJECT 5'FILE NO.CALCULATION NO.SUB JECT.C<c~.,}N5)c~+go 4!!~.4 ,,OI7y Z.l4 Pc~os"hr.=I~oE~-'t s l44 E!:.""-h opt Sc7 m.,~'ge<<'9e(X 0 l4+~p>(x)....'.. h P, span..,..4 A.R o.~..3,t t,t~..C~.").(i)~8 o>,gy,!~l K~'6%1-1 0'0 Q a7li.~'r i4=p@=A-BEE='.4 ye~O-II hogg Xh~ri~h.Zm~~m*X.au<<. DESIGN BY CALCULATION SHEET DATE~CHECKED BY$40 44 I 744 V N02.c~iz,, C SHEET NO.~2 PROJECT SUBJECT.CALCULATION NO.JOB NO.~8~FILE NO.mo.....44.Q)0~C-L+cp:.=i l.,~)((8 z.q I":~I: o~" I'(-<pj's (,s.'7J:~~3.K-t+4~C-+3~s--P="7 P~(~->p.05".371=q., g o (c.., f'r I-FKC~IKI=ML~ =,Q.IOfy,)(h.o&) c-6 (o 4 0,.5~(..CX)~l I k I K'LLo&-=4 k C.~~3(-t.-I l+q-e,t1 L~c~),==.-('8 t-2-'-I k 7.g'7 M k.gc 7 5 k.07 t:.(:9C II3.!.=6II a,,"-VSB k v ~~J DESIGN BY O~PROJECT DATE CHECKED BY C'ALCULATION SHEET')Z PlvJ Ivo 4 J'l S'HEET NO.JOB NO.SUB JECT CALCULATION NO.FILE NO.I Y 4 4 jJIQ I<do (X)P 4 4~e-7')I JY q 4 I f 2,"Y I~,B er f'S*gE-** 0 CALCULATION SHEET 1 Ev MO Z..4 rid/DESIGN BY/PROJECT DATE CHECKED BY SHEET NO.JOB NO.SUB JECT CALCULATION NO.~~FILE NO.zoos~P~0 DESIGN BY CALCULATION SHEET DATE'HECKED BY 1 Ql/'0~2, 5 t/8'/SHEET NO.JOB NO.SUB JECT CALCULATION NO.FILE NO.I!'bo tI..X)..%0...,, X-2.Jg I Q g A55urtK-.vhLi&4-f-'.95r Peti)r,.su~Pr~R<c~ Ag..cy~>,,ot.~~AU-QgC'.C.3"."pf.O~ -,'deLOpair4.+-'a t COgg'!~~A:9.~LTX-l').I-t2IA 7;=:: L~".'.-='Qi)Cib)C~>=='Vi .=':~'Z.~=',g~I e qq/~.Wa+oi+6g~'+ iq-q-S,d=i,(S'I'~, C-~-)'.~C~'N~<o LLZ J-~o.~a I ll~l~II r At V'---f 8zo.CY..Wo~g"-~4~y+~.:,tz t~.-t-~Os~X 8-1-p,d3~dy.;,.Pg DESIGN BY PROJECT CALCULATION SHEET DATE CHECKED BY I 2 FEY IV~>.i]4 SHEET NO.JOB NO.~~6 SUB JECT CALCULATION NO.PILE NO.l!~CY I 5 Ii CY)L k-J-=+k,S"=k.k.h-..)CD'k/oo ok AX-"--CW I)~h ro I I WO...CH,tI/IO~.C.X, Y).p J~~h A45UN'IkgoihI "-l VALhiC (I-'sS-'b<s) .'.:.k.oil.t'foRT~ 'ill<c~'j itk!Hzooz%HL&, 5blfP~AT tA I&IV--3".5 Ql l-'//Hi CX Sp+--(k2;os>)(g hi o:.Cz;os>)(=-t~!t-Al!L L~;,c~0 fk~.r k-=o-t=-l 1~,/9 chic'fTA SL&~C+)y c gLL L)M<cc W,)u5 C-6 I=Tg~i I (lg&h'h DESIGN BY PROJECT DATE CHECKED BY CALCULATION SHEET 0510 11 741 EV4NO g II SNEEl" NO.~+JOB NO.SUB JECT CALCULATION NO.4 FILE NO.H4 (g y),,~ii x-2I4I!s+do~1 24ols 5 PT.-La'NL"', lSS e~g~t t)" oo fog 4.gg&5.5.uR-.& DESIGN BY PROJECT" CALCULATtON SHEET CHECKED BY DATE 5 74l PEv vo.z./Z/SSEEV VO.JOB NO.SUBJECT CALCULATION NO FILE NO)/pe~-l3g8J 6 4+LLnm=I 8 gt70 P5t WttkA.Acc C.I ck,l3.L..C ~c Men Ag='(p.co%)'<+ (;A-'.'i;c ti): 15==u,o~Lm (e=-I'-~g=ct-l' CALCULATION SHEET DESIGN BY e-...c-ted%-l DATE~~CHECKED BY CALCULATION NO.SHEET NO.JOB NO.~~~FILE NO.CPA'<At c Ht xv C~o, o'tf S&Sm t C.cog@,=(I 6)(+8)+~4'~(9>)5/>t)+F I P~=I 6+1+'~~~+'.o~-3)=p g~1~~z)/i~" QQ'@MLS code.=(1 6 g(8-lofq)(z.d~))(@+I)+(7)Cf 6+I)g.l"i"=Sc=t@-2=-r~=80=j70 DESIGN BY SUB JECT CALCULATION SHEET (0 DATE 6 II CHECKED BY CALCULATION NO.74 I Z g.'Pi 0 2 uZ/.SHEET NO.MM JOB NO.~W-FILE NO H4(>(>8)~<p=xaq'w=Q+Qoi5<X, l~ni (X)58)m~a~(,j~co~=((e'-~'y)(~.~y)4'><~<I0 t'q;g)II>S ao5~oo.~F~&2.()Jt II~-~6,[~5 Sl..+'I ll?+2)(g,ops)~X l~=%9=log 9 zoo r (:Y K)Beld.+K. 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~~CALCULATION SHEET 74)2 g Egi Nt7~DATE DESIGN BY PROJECT SHEET NO JOB NO.+~~~SUB JECT CALCULATION NO.FILE NO.H ZOll S rruc rusE<a~eon($7RuRTvRR'i gzinruwR 7b 77777 7 s'7..7=77 2o777 I H 2vlz~oN CACCIA L'Aridly's 4zZ ANz/SO/9" Pa@'ABLER SPRY I3/a" H zo)5 l~/s~>'i(i'x.Fy Fz.was<<pEnaas o 32.0 WO 078" t 4}'yg.o7S LKJVQTH gFPuD=Qd Ci s++~1/6+I/S>+'+%)P Wlg-If e4~3=7("...~.ZP', 0510 (11 74I CALCULATION SHEET 2 E V~Q C7'.DATE DESIGN BY R'%OJECT SUBJECT SHEET NO JOB NO.~~+@'ILE NQ 2 QL=SZ-r2.3gg le@7'-=3Z Izs-~~~4'H8f8848'PgIN< Q/+5QEEP, 5/2&oo 7jrp E'+i RINg gAye ls 4/c'bgx8aui r y!--I 5x~.g 7~o,/.zo)/PX Zy ez~y.II S~S/G/I/'opf i.0/9 3>+O'075 gyp Baze Psst/y//c~Bog fcar~o Zo4p=~4'g STEokE"-P-I'zg Q~7m.+z4o3 p+4910 7K~pi@37 Q+zi d$7 It j/os 7 CALCULATION SHEET 0510 (1 I 74I EIJ i 5a'Z DATE~>DESIGN BY 1 PROJECT SUB JECT CHECKED BY CALCULATION NO.SHEET N JOB NO.2'Z~u3.7-d?;0,75/'P/Z j Zb,./e4-C~,!2+ji.o.3~)t/dra2g lp lo iP Zodu=IMe7~/g"'-p

CALCULATION SHEET 0510 I11 74l 2 Evi N i2 t%DATE P'RoJBGT SUB JECT DATE 7+/CHECKED BY SHEET NO JOB NO.~~+CALCULATION NO.~+~FILE NO (/VE W REF~o SPA-57//USE/5<9'x~/s Z=Z-5'x=340+ A C T(IPL'/US<+x3>>~l~K=2'-3"C 2-3'"

~~~~~~~s Q~~~P g~I)J'.~~~I%%KIRI%%~~~~% ERROR%%%~EKRRIRR~~~~9 IKR~I~~~R~RA MIR~~~~~H~~~~k k 4 i@%&1 Mk i 3ERIRH~~~~~%mma~~~~~m II~~~~~R RRil~~HWEdl%%%5%%%5 HRi W%$KRk HHSR P Y ALL P)PING SIMPLIFIED'ANALYSIS CHECK AND COVER SHEET Ev'.No Z'ECT'O.~SYSTEM: CALC.NO.PLAINT DESIGN GROUP aoL ISO NO.SHE ET'~~0 F.o 6 REV NO, 1.BUILDING AREA zt 2.PIPING DATA a.Piping Classification b.f4ateria1'I c.Tempera'ture d.Pressure e.Pipe Siie Nominal f.Pipe Schedule g.Contents EYater or Steam'h.Inflation Typ/ThlctuTess Hc5-l33 S-'5l o L 2rpO'.t35 oS C H K 3.MIN.OFFSET CHECK a.Location/Direction b.Max.Disp.(fn)I~r c.Min;Singe ONset R'eqd'.,tCOJIJ wa 2oss3 8'o 5'+a.AS 24-2Oo3 C,Y'O CB ZmSQ.a'J+.g5l 248"-2 874" 2oo.o~'~.f1 1~TC.I Table.d.Geometry Adj.Favor e.Min.Onset Reqd.M Ihl f.Actual Offset A)J N)fO'J.S 21" R7.~'2 E8 55" rs~),0 J.O 7 R 7,5"/.0 20.$" F~'9.'J-5.2': MAXIMUM SPAN CHECK a.Pipe Classification b.Location/Component c.Max.Allovv.'St. Span (ftin)d.Actual Max.St.Span (ft~n)e.Geometry.AdjFactor. f.Max&ifow.Non St.Span (ftin)g.Actual:Non St.Span (ft~)MAXI)TIUM SPANS ACCEPTABLE 'E.CS-tU cb-)B'Hcsd H Lo 8 ilaoo 9,a.5.02.'5 2,'Yes@No D=MINIMUM OFFSETACCEPTABLE? -Yes Jp-No K Rf~i o~IYl'gAf6~HZ'I+pg-oE, Ref.RI T 4 Table 4 2'.-./l-.Ia 5.SUPPORT CHECK FOR VALVE OPERATOR Valve I'dentification Valve Opr.Support&Results VALVE OPERATOR SUPPORT ACCEPTABLE? Yes.D No D REMARKSs (ADDITIONAL NOTES, REFERENCES'AND COMMENTS)(11 SFECIFICATIOM~ffI-E F,REV 8 ACTION CALCULATIOti BY ECKED BY NAME ScggvA KJ m 8EV DATE 4-zf-zi NAME REV DATE a g'~A'ALCULA7tON CGVER SHEET SUSQUEHAIIIIA STEAH BZCTRIC STATION UNIT-T 8856 i OJECT JOB NO.SIJEJECT H'$460 E.hl~CVV" IDEAL 5 5.l C2.l.l rJ Si P (e>>AV Z a.i~a C-2(n PLANT DESIGN OISCIPLINE FILE NO.C4LC.NO.RO.OF SHEETS RECORD OF ISSUES NO.OESCRIPTION FINAL AS BUILT RECONCILIATION >TC.y RQDt P A+7Bj AS-l~Fa e.T'Sn, RE.i SY OATE 5'IS'-V 2 (.-'II-g 2-OaTE APPRO OATE-'I-ZZ SK-M-2.REF: CALC 4 IDE l 5 Q+3.ATTACHH 5I5 i PIP.V 5<'I/$>I '4 1W tl gl'<<@R IG I NATOR SSES/UNIT 1 SUBJECT M CALCULATION SHEET CA I.C.NO.DATE~~~+CHECKED JOB NO 88 6 SY6 IC2.Z g T SHEET NO.REV, NO.~l I>U 1 s I 1.AS BUILT FAB.ISO.C REV.I-I e-CCy g,(j V ENG<'G REV.5-Hcs" l24" E.I E.V, Il C.g-HC.e-I~4,-nE.V II~<tI:1'e.i/. '86.1 SP-H h-(95-'v<. Gu.2.CONCLUSION OF COMPARISON. NO DIFFERENCE MINOR DIFFERENCE iC*MAJOR DIFFERENCE 3.COMMENTS.0<SP-FICE-I Z(o-~f-/45 4'4h 47/448 4/I6 5 488'LL SH'lFreD I g I/~>TVZiS~R AC&rate Lowe8'L.BOWiz ~oats~eN oV Eddr~~eziw6 PÃ~~ii~7~Y~" eisee.5d'u88FRzora hA$+FAN~wovED 70 VO 57$5 A'f 48C r BY ENGINEERING JUDGMENT NO REANALYSIS IS REQUIRED.SEE INSIDE FOR NEW COMMENTS AND CAlCUlATION. f~,1 1I>> gfC t SUSQUEHANNA STEAN ELECTRIC STATION UNIT"1 PROJECT SUBJECT JOB NO.8856 D I SC IP L IN E F ILE NO.'IIO.OF SHEETS PLAHT DESIGN RECORD OF ISSUES NO.DESCR IPTION~prs gzv q<ovals z+r.,~eecua.AFV.catv@van vrs+Z~<C4 mrs BY D+TE I CHK>I DPTE'PcRD DATE 1.STATE HEHT OF PROBLEH: 2.SOURCES OF DATA 0 MEIGHT Q THERHAL 0 SEISHIC AHALYSIS Q SAH 0 PIPE.SUPPORT ANALYSIS~.'-'PCS-rgb-+-Warrr'eV FAB ISO~~n-gg~-r'-~~v~~~ 3.ATTACHHEHTS S>r ES Swr Z g/amies rS gacaS Z/PA645 4.SOURCES OF FORHULAE AHD REFERENCES H-199 REV~S H-241 REV ASHE SECTION II I l 1 971 t MINTER 72 POMER PIPIHG CODE B-31.1 1973 ED.AISC.NANUAL OF STEEL CONSTRUCTIOH 7-TH ED.ITT GRIHNELL CATALOG PH 74~79 f81.EDS~SFPSH ACTIVE REVISION SPA ACTIVE REVISIOH S F P<0220, RE V 7/8 I f Q.l REV 5'TIi3l) ~~~~DESIGN BY Q~CALCULAT(ON SHEET E DATE CHECKED BY DATE p a I/0 o.~,'I"I 1 I EET NO.PROJECT SUB JECT 5~/'r CALCULATION NO.JOB NO.~'rLE NO./KATE CE4$5:/-tjc'8-i2 5./-/-/m-l/5'es!~Bi/P1-24/<sa'Ml c, LCAs5'~,.PHGQQ@E..30.,)FWPEg.PrTOPE /his LILA-.TI oH Boo/=.POPE..go'/PyNE PiPE~ice......P282&81~Cod%z~ggAfL O'E/C 2/7/4/./no ir o5:/I i/~-r.>..Oe/'ir.O'/5'2%re Ff I'$05/'e'-to rr'h-R7C.7p3og...A,7m 8-lo6-8 N8-A'pW/V 8-o I I/8-c FÃEqH Ehic"/'z.gq f2-t y g.op Roke..Accsu: g.g~I II 4q.VaaT,.&ccsLs q oyl=s~g>p/-s~/O'0/, P/r//I//O//Oj//O&g6/7 Q l/n//ir/On//7/;O7nr.// E, 2'8'7P'./0 Dsi-Py-'7 SION).I 5p 23 S Q~.",-PSI.-",.22+Oo~St 7.,"."rO 0~873 nr ro./o 5g/rrl,r,o" t>>S 0/(oG DESIGN BY PROJECT 5 S S gQ Q)IAA(0~Q 0510 II I 74I I CALCULATION SHEET JOB NO.3 DATE DATE~~CHECIIED BY SHEET HO.~SUB JECT CALCULATION NO.FILE NO Tf!KRAAL, sp)98/$.'ck PEP lkScS'cTlo& Spud?s.IC, aarZr.ro RE8~T On/LI C.DN T., (p E BLRt.NIOV T X.-..2 a,s 8..['t L'.'&bc T.al BTR.A T 6 E'.It83 (RIED lI'L DOV)o., (h.t')..0 Q 3 l g~g.NB lhE:mo 0 It o-o.;..N 8 Ob oo L,'I v I v v g 00o).,0 Ogo2.v 4p.v It n-)2K Cog 37.5'-v Teem A~l.A v, fl~

~~k)k k).Z.gg~g 0510 Ilk 74k CALCULATtON SHEET'~i'i DATE DESIGN BY$0 kl VV PROJECT SUB JECT VL 2aXf B 0 0 2 H CALCULATION NO.SHEET NO.JOB No.~+~+.Apf'aors Wo j kH-g5.-3-Q I-)-Z7.,'L 9 c?.oil, L~]~t h I Lz C,p='/.XS(ZS H s" L3-I 5'$'Ik-W-W/k dc7;.=., 4,4I2'~ly XWXtS I o.H,"38 5g-o-25 C'.'c Tub~.OFF I Igy'FF~B7 ET-....q 5k i X-2..38 8 To H-hal l,, YO I,Q~~CI c , Ay;0-2 54,+(~>Ig y-2.C B,S'T"-3-oApp~v ,, To Lg Zlk.S L Nl-2.Li I W.6 3.8 l i g SL To H~k~II.l I I-X os.k ,-~=0-S"r k 1>k.hnIN=I 34 h.kk-k 4 Ik G" i N I ls 4yyAc HE5 go C ov.wAii;1 DESIGN BY A-F.P 8 VigO;.5 CALCULATION SHEET e DATE SHEET NO.PROJECT SUBJECT aL ID C OP(X 0 CALCULATION NQ.woo eeo.~~3 FILE NO.H'See'oe H-;39 (Y-D I.......b'y=23.25 l2 (OCI e 0-43 vc O-OQ.(5-3+5/o)DFF5ET e5 T~g.p~LZ eMIH 8FFSF ittkigg II 0.2 Il ts z'-o)I II AcTU~OFFSET=A-6.'ok 7l.E, P-!.2--e'I a e a>>ae~

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DESIGN BY I kuy~~Ez PROJECT CALCULATION SHEET Q 7E'y.ND'Sg-2-rl CHECKED BY SHEET NO.d'Av SUBJECT rf~<Er4J'C.j/Zo]g.NEIL Pgfl~'I lrf:8-r 26-<z=ZCg SCc~.~l I.Y-24'P)g'g rS C~-2'~~qJ o=rgg FILE NO.A/3 Qxrr g L O~GI.<IrET I o al no~fr r-/CI=-Sp>-eOy//V=gag~I lS~z 5~w Cuc~tvegp reed'rf IIY"-Id/$7o+z re<ff~rrrrc.f ou o,8 ($7or g7oJ ggg 4 7 C l.~, L]=/-'4'"~.4=4~m>g~=/'ro"/~rg./4 Qx 3 jc Z/rxqx~~o~v~p-3g (Frf+-C-Cy 88FA c~v-roM r i~~cc,.~Y Euf" r ugly r.'rug Shlu ag g@=~fC.O If~~-~Fb~F/oggrf pp/r C~c d'5'g Zrf 3Z) sc~;.g'QR IG INATOR Z~pROJECT'SSES, SUBJECT acE-iz4'-0 SHEET NO I.CALCULATION SHEET CAI.C.NO..*A Jos No 8856 REV.NO.Name of MFG'.Catalog No.Fig/Part.No..'ize Y$'troke,', Design.I;oad Dimension (Fully retracted)."D" ," (See Note A.2)" Pin at Structure Pi.n at Clamp 1p*Cold Snubber Coordinat:es and Thermal Movements 13 14 Cold Coord;"'-" M-'Y Therm.Movmts.+Dx Qy'lgebraic total'A B+the a r riate si n+/-'ust be included o,.ao C/Z.n 7J'V*Pin to Pin Hot Pin to Pin Cold h A,+B,.+C~P.Zs 2 c X+Y+Z 2 2 2 9 Shaf t Movement (mvmt.)~+MVÃZ.oq 3o+Z'xtend Q (Check.one)-Retract gg.Cold Piston Settin ti,mum 24 25 2 CPS~+'.<r 30 Z/g Z 14 27 Hot'iston Settin timum HPS CPS+(+MVMT)o, 3~le IJ/g 31 Field Tollerance FTS on" t'imum" Cold and Hot Piston Settin s CPS&HPS): Tollerance 34 Toll'erance 35 Stroke-1"-tMVMT.l 2/'~.Round dmn to, nearest 1/8" Io Jg CALCULATION SHEET 2 DESIGN BY'4/W 7/cu PROJECT SUBJECT~<~+K~+~Ca HCS-Z-4 JOB NO.IMPS.c c,Ep B Q=ez g l~ECC vAiloa/F~=/$7<o4cc4'=-~/IJ'+ll PlocJ=Oz//-Zoi~$ZIP Scca~/a=FZ J~'~Ca 0Z'Z6gx O,7o7=xgg 0+Y+2 w<IA PJ=Zgpxo~707/~z.'up~)C cpm i~E~/~x"/~7~<=/Jo<~=/zo~~0, CC l~e V DESIGN BY~l 2u z I PROJECT CALCULATION SHEET DATE~~/CHECKED BY Q REV.)co.~DATE SHEET No JOB NO.sue JECT CALcuLATIoN No.FILE No.bEu4/wd'J CoH I'RES/oM.~g (x>gZ.J Fc.=!~m<O.~.Eueiu&ge/u4 Cu&ccC~tug'r~~x~Zw 2 Jrzx o I S--7-4/I err d'.J~~~rf~zC 41'"'/P~3~4~7f+/~'l~'//~7'sz/x 8+/6'P3g 2/6+J i 4 Sgi 0+$+3 tv=>r>4 7 T/IOII 0~o.o//Y CIIe'eu.Fy/Yy+X 5'+L7+4 NO-F-w-:-~r-a/gx 6"'w6 Fr,~d;z DESIGN BY~M~7 FtccH'PROJECT SUBJECT++A'Carr 4 C~.~g)gg CALCULATION SHEET DATE~ŽEl CHECKED BY CALCULATION NQ, El~7/~REI/No a SHEET NO.~~JOB NO.FILE NO, 7 O'Zo C l'+'6OO 2.=0,3f 4/.o~0, 44o I 4'9$ex g'$c Drl7 4 Igloo f4'r//6 o.lf2J 0 IO C4f ceo+ask ne~~/r=+ca.~ewer. A'-~lg cP 0 57=gz/~<(='i (I.,Z~TSC,Z;J 3~~>/W>J,J-g m,(l q Jg (F>><f TFo3 F LEz..s Hwe<J~<8>=o gxrr g-y (-("~r~~p<J'70 7 4.4C=O gg~=~<Crj F Iona=l9+El 5't S.og F o,oo3 c a,oOF C4 I i~0, R. DESIGN BY-ZA-4 2~7~CALCULATION SHEET 4 DATE CHECKED BY Q PEy.A/o.a EN~ET NO.~PROJECT JOB NO.SU B J ECT h'~Ar C'E//'S<~f/</M CALCULATION NO.FILE NO.H 4>INS7~~pp F>=/g g Pz Zzy z<=sgZ ffy~/Zf pr gg~JO4/j gprC.04 f17 WOg j l~~Z~4/O gg (Ar tg J/7-<<Z/~327 6/8>wE'j/"@~re+<P 8OL7 4'.r 8 (g+IPZ C x/~c.Q=/rz,<r=~~7 Fz=/92 4~~J Od~SS 7~~/, ZX+/y2'4: 37K=/O/p Z-ff>-Jo d f'+/gg X I/c LJ-'72//g z~os+/1Zx Can-=e3IZ I'~n a~rggsvou';'+e /P2 J" x F/5.PJ~y'wo I/O/o 3+7S+g 0-g~I.O-x/P]o p I', j g/I,I ZJ<g.=ll'/9o (s(.sg&~g.Fx'+f/xQ lgZ/gZ 6 3)Z x a I~Z=loZy c/2A,a 4 C4 g~Ccr G~I I Pg~J TO/7 g~"/o/o3',+63/g" Z A/, ZZ O,,'lo 7/gg3/3 x</6 I I O.a+x Abuo 337 6'3/d x~/6;gJ-DESIGN BY+~~~28/CALCULATION SHEET DATEHECKED BY g FEV,h/o.~.>-z-Si.SHEET NO.~4Sar PROJECT SUBJECT A~We~J'WC.C. CALCULATION NO.JOB NO.FILE NO.<o~rZ Wo pr.~rp Ny 7 z4>g,xg z" Ceja Z-g~, gg(~2-0zz 7 Z.]gy~C S~f4 o O/gal/.O le o~r O.CC<~cd, A g y, I9$fp P C'gloo//XO.(~r r (7 CALCULATION SHEET E DESIGN BY DATE+s~'HECKED BY PROJECT~++JOB NO.SUBJECT ffs HC Q~+A'ZC'MZf~~ tfC-f Zg CALCULATION NO.<r=a'g rz.=zg g i-e~/r.g.Qx 0 X/>FILE NO.CI~~I=eECI~e~Cr.SHZ74 o&.I SS, iS gP0oo x O.P-7'of gpss 7J~=-o,+p=o, gx 8,go-g=.+.PZ Oo P cC, lC e=~(qg~~g.(~~~~~6'O=rOZ O.fo g SHOO~(S.NS~Ll.Z, Clf~f i'Qpy/~o.o@3 C I.o~e z.i xsg,e-lg Sg Fg.=f6'Z3o 0510 111 74)Q CALCULATION SHEET Q g PfEQ 4D'-2-8/DESIGN BY PROJECT JOB NO.SUB JECT AC-IC-Aw~0-FILE NO.C IC'~IFEA/@y'~/up+4fac &p Pp~E+'<EFF: 8FPLC C~/Oa'.ac.Ey Ewl+EE~rue e'vpc&&r.C~P~4CSL~~P~~+QC~,~di T gE/Io Era~/:E'//X>,.g/7+-=g;~, Fy J 0//7<io=0~26 C./, O+wc d..+cue Coo/to Bo/T II jg.'Oa K-~~O~+'4>Cto$C~i O.4C.~o~IC'-'

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I PROJECT SUBJECT S P Of?IS FO S-H CALCULATION SHEET~**DATE+CHECKED BY<K h'o.3J tl SHEET NO.JOB NO.~~O FILE NO.I-I-3g.r Tom-Q~Fp=2~2.Fq=358 FORrnar FI'uRLIFi FO P>R,~PA-6 pl FX=F~(aLLO~)~wcT=23Z Fl p,g=3 WELD>liI, I5 o4 8$BgC 1.IJEMt AC-VV D~~B4T H=>02%Zrenh O3 Fog,ME,Q Fq W BLD/Ib H-2b 2 LI f~-j7(qV PLI FIeb PG.g.SPA-5'll 4I+0 F~RcT l7&O I g'q pic&lg EE.P.(IVY- +V~frn4~.Fp=0'f.5K I 0 1 I I I/q SN<$&FP 2-St.I Z.qq 250 II Qy=o~12.5 h,q=O.l23"'WELDI II>~/jI,'baquP7e SH FNb=5'vtD~Mc4C ~~~~+DYPrL R ETRACTIII N=0 12&6 IK=c.s=<+o~I<3 oI3B-2 H$,=.2..058-O-115-.l~'f 13 PIN-Pln-C+I-'+~<.=-q:+l,-l:q+Z:.OSS=-l2-~7S, I I Sl hl C-F P VAI t-FABLE Pl N-P I H 1-=i~-'l4 AbrRST C 5 T0>7~II Hs=275-0 175=2.57<ll UsE c,s=2~/u II H~=7'I/I~ ~I~~DESIGN BY PROJECT SUBJECT CALCULATION SHEET DATE~~CHECKED BY CALCULATION NO.P o rs Fox O'-Rc8-/26- ~r~im6~N T'ie'm O~>O O~~(+7gŽ7D 0<<)Enrico/sopps Q gb-I g ld 0510 (11 74I Q FEY 4o.a', DATE SHEET NO.DQ JOB NO.Fy'=.Ie t Fq=F3'I Io3 IbS,','~I=.: I 4.3O lb~PAg-I tI l l ly-lhjr Nlz=gq2.IN-I'bs aw-Il AI 3~w--<<~C=O't I fr 0 lb>/Ig Is oooo-,.0 707 y.g ZC/~a IC PTONS QO VO I~Qi (qVALi'F)E5 gTEM Qlo To(g.$X[5WIQ5 lo)0 lb2l Ib>'p=ILIA 1ba Ay-.-7'fl,IN-1I.~ .Mq=ZgS lN-l4 pip.=j w-ll E NEG)Y Aw='.Sy,p=.1%<w='..3'9 c=1-5}IQ l&s/iH I I II000)(4707 II 0.07 0~/]g e~a~I1P-5'~~~~SS>is)~(~~~~A~>~' iw)c'ss~T>~(y To Di LoAD<Pz=gq., F>=llaw., IAa=I782-EpFEgT.)y E'LQN(ATM ((oh/SkgvATlvO) MpoO+=/gaol X d.7>7 PW=4<)I"-Io 5~-I-33 Jq=10'5.'.3/"'g,...:.rib. DESIGN BY PROJECT//>>~CALCULATION SHEET DATE~++i CHECKED BY 9 R'Et/./Ip:.'3.DATE SHEET NO.I JOB NO.SUB JECT SP-CB-20-CALCULATION NO.FILE NO.W-gg (wsisismi>>) +yJ~=~32 Cy=33&D gF 7e+ppl7imv'F o Th'ER Eg>>t: 2 8oL-T clRa7s'TEE~-3 8's gpsomrnEWOEZ Y'o A Nb 8~7RL!i 9!2F Yy&4N 4 P/-9ODq I-..A'.88/IIis7~GP.s~/Pave.+pa~8 1 jp go//~o Dg5 M AA/7/~D~~ytWL/fgfIt/6-5-39'f-Z~ZZ f.PEA DFi.SKErc~l 4 sr~uuz wu/t/~urdu 7'.sike/IfoRindt, s MEssso is Dt>>3g Psi g Bk&leh'is/'o MEAL.5'ffEM FD JCL.Gg+PAL 5jn4c I.:.gas~5Ti/./=xsFs APE NE&l ILIA E.E)EFl~c.7sou P yt io p JP-s h~=oo/7'hy=0-0/7 II 4I~-O.aO4/I Ay=o cob I/:.04 F~E4MFI/C) Ctf Ed', P gf.5yP-I/O I/hw=n oo3 II Ay=o-oo2 II Qy=0-odp II Qy=0.003<d.oo9.ll<atilt'o g IQ ,A F4WJ~'gN6- " Fq=3.Q2,.Ibs Fq=)I'I=~O Mt-nni+8, Aw=5~e.-Jw-->4 2~:5'.-", 5.6't ll N-=O-0 ISOOOy O707~4%1hs IM s<c~~" ORIG INATOR PROJECT SuBJECT DATE CALC.NO.CHECKED JOB NO.SHEET NO OCALCULATION SHEETQ REV.NO.DATE MWN4'Z WIr r 4 10 12 13 14 15 18 19 20 21 22 23 r/~//ic Mon e~/=y/(~>g(>>'>>-)/(a/-a)->>>>FdV 3=cz wry'~u (.z w 3(zxws)=c9.Pr'r'r~-e~d 7 QoR'cz~+~A=~o{a.WA~er)Co.rrPr~~3 O.rZT.3/o rE: 4 rect oaa s'aZ'o~0 r rroQ c<a OCC>4 Hr WuP'.~Z rDearrCur.az res,>>7NE r>>-ozr Q wry@>><~<cg WEE++z&Z)co~Craw rra2 og+pe Oft/0 r Fd/<ZAN Wpo~74k.der~oC Sow 4)$i&4)~J OA P WAJS 4)OW KWMAD dr W~a 8 g ZWZ ZZS WZ<rrIr'Z v-Or~re m~W~~~~MWS.C~WWa~)err)ra CP0 Y4-os 24 25 26 27 28 r>>re&CaiZC Or&A'/=8 cRkSr'/.A y=0-oar>//Z c'sz Hp'o+c&A 8&wan d r~mme d s rAPo ROC ac/FP 31 32 g varuna 2 35.4 4=a.oral.'~~.4y=o.ad@d.codd'5'-7 wo8 MM4>4'~M cubi SF P.20768 Rev.I6/76)E 0.69 16/76) GCALCULATION SHEETS ORIGINATOR PROJECT SU8JECT DATE, CALC.NO.CHECKED JO8 NO.SHEET NO REV.NO.DATE+Zooz A.~v r 10<roA CpEcz co~r.)Ao7Z'-:.~rr~y4<Ewczp7rod d/zX g borg, SZFZZCTgogd'gg 4 c)-ddp Q 0&wc P'AD z)zAddc-~A?F'7.A'.-M W//uOr Z C Q.lZS.O.K'.C<~-QC)F<C5 C7.JC.45 ZACag VC/4C&784 r'2 13 14 18 18 19 20 21 22 23 24~F~WWW caecal au~a~~..<re d (r<>>W~B)ZoFWx<eRCF4': c9.87/rA-K , ly'.0/dry=Ay cg.5 p'rra-K K~I la c.o@7a-Wa~r-PdZPi~-~+HAADr&ci. &we wxr~d Po.BZr rdger-..TW=re.rKW<r~WAS~Wm.l 28 27 28'9 30 31 32 Wr~Fw=o.omr~ro.rs'o.oor" c o.rs.;om X8z<Wdp=W 5 7l~-~'-~~r c rg.r.Nxr...o.w., za7zg/cr~o4 d-<-8P'4sPZ4'7ro4 35 BPP 20768 Rar.I6/76)60.69 IB/76) )g ffff ORIGINATOR PROJECT SUBJECT DATE CALC.NO.CHECKED JOB NO., SHEET NO GCALCUULTION SHEETG DATE A<Ir'r/Es E+zwcZ 4 4<R~Zer4'o~e3 --(+Sea~~Km+.4 ro 4 (c'oar.)argus 10 13 14 B.P7r'r~-<d.FZZ~sr>(~x.rx.~g.g")vy=d.r/Z7~O.rZZ+s.r=d.pY~6 K~i 7 vZ=d.c C r8~O.rZZ Xzr=g.pgg ZS r 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 Co.zs>J~C~ewe)'z c zz xzz c'.a-~ZC4~~Z~+Q Fo rd CPyx g~Cg3 20CAE PoEcEs: rr: oZdo rw-~Py=d./did P7y=,-rr.ogyo r~.-4 K/2 d-r'c9<d~Z=rr'.>gaSo r~-W-AE~erma~~a~ger.~iW~cd o rm)=/8'.g.-.T<=rXcF~sr=d.O<o WWr<~CP..d.~Pro/cA<d.pd 4Y aM pzc FzoM/8y=<6Z=ir.ZZCO r~-~gd.ZrW d, Hr'ks r<rg r-'.+~~As m z.ro./35 w'rA'Ag yro4 d.A.AF S r44PZc rro4 SFP-20768 Rw.I6/76I 6 0.69 I 6/76)1 1

sss+ORIGINATOR PROJECT SUBJECT DATE CHECKED JOB NO.SHEET NO GCALCULATION SHEETG CALC.NO.>>DATE HOOR'Mu'CA/E CK CO~r')-CWZCK cd~a~8.7 rcs io (cour.)~mRMMS I 10 12 13 14 15 3=r'r.C2Zdd rw-<=CA ud4 AZr 4(cJ4 Zd r~)(d.4r~)r vp=N.PXld+<.zd+Ker=os.ZQgK'sr cS rw z p y'8=c7.iB<v o.e"cc<~gr =c2.Z5/Ksr 4 rH oT z=FV~=(i.mS')o (o.o",R'3=d.gZ<ZSr C ggcg..O.K'.19 20 21 22-+Woi~~e (<gg~P oo rS<<<o'<</g)2<r((<p~z(a (z peace)wz~ww-az'Ir/(~z~'z rz~czz)~23 24 25 26 27 28 29 30 31 32<c)C~~X~c&S:~<~o.r'87 W~=c9.'r/rA-K Xy=O.O rn>=Z..rraC.r~-X/Z c7 r'Z7 rt78=+.$7lra-<~r~.cc/EX&cSPHW WWcP W.~crM rr Fo 4 o<~w rZiPrH(=/+8/oe~z~.74-7 35 6FP>>20768 Rw.I6fl6)ED 69 I0/76) GCALCIJLATION SHEETG ORIGINATOR PROJECT SUBJECT DATE 8 CHECKED JOB NO.SHEET NO DATE WXmZ A?aIr/ca+~Sax cow r.3 10 12 14 Z 4rW).=O..ZAP W/rW r~)=N OW~/A.r+0 rP O'.77'u-4+cg.Qr'q>-w rrcS.O ra Ho sggrM 2~~i HZ rM N.&8 K/rP (c.~%3~(d.s843<(o ar8.3 18 19 20 21\4Z6 SrBZ, PHD g.=O 474K~.7,o>@~a~~)=o.<~a'../g" Wr'(a H r<Xo>C urrQ F4WR&23 24 25 26 27 28 29 30 31 32 36 SFP 20766 Rev.I6/76)-CP-o.~r~(~~~>>iz~g 3 CP~&<r<f 7A'lS ccJE44-'.4dgC~(g rS NxQ~r+~r~,~o.M WRM~: A=o.r87<y-o.ra~Xa~o.o Wg=c5".87/r~-~rr/y-c9.'g/~-K MZ=rr,++9 r~-w<r 2E A?WcJ.ro 4 oc~w rrwiwz=/zd/i<<~~crciz~r. rIrc7rZ: NZ4A)tS vorQ r 7.A 7Hz d~wH HS'O/M p ED-69 I6/76) ggc>~" 6CAiCuLATiom SHEETG OR IG INATOR PROJECT SUBJECT DATE CHECKED JOB NO.SHEET NO DATE d(Z<>/NECK Co~r.-g yprar 4 (Cc7+r.)10 12 13 WM.=.CR.57/rm cd.Fc5=O.AF7K~os rc=c7.ZZ7'+(Poor&)-"...C7.Zr'.K/rrJ, P7/r4-4 JO r4)C7, gc 7/rrrd r.'ZZZra-A p c5'.5 764-rc=y,$'<97>wrrrd rPr'Z rA QA ZZr&14.15 18 ,?4 5 (o.gr)~(c.ga7-)~(o.DO AZ4 8<re.C7-4r'7i'Krrrd'O.Z~Z.(mar).NB 73=d'.d r'7.arrl=c.WYd 19 20 21 22 23 24 Y-+~rnid r.OC+@.QRC ZS~z=o.rZ7 Wy o.~T~Ka o~o 5~o~~-c re'.dZ6 rA-4'r'.Odd r~-w C7./07>rm-K 25 26 27 28 V 29 30 31 32 35 CdWWZ-gFea ai cA?nova wkly.e rs WS'~+'.muec+~a-ar Qo&2 7 c9, 8/op/" Co/'c ZS HA?E Q Cow<rU+7/o< /OF rate~oWZr WoA'CWZ w&c7~~ar awAS;KH~e&(oCer, rcoRCZS': r Ww=c7.'Pdl~g=r".%ID/"rm C y=C7-PZ4'g=H..Z<Z/r~Ž~ gZ=d.yy,PZP+as r'.rygP g~-K SFP.20768 Rw.16/76I EO 69 16/76I

GCALCULATlON SHEETQ OR IG INATOR PROJECT SUBJECT DATE CALC.NO.CHECKED JOB NO, SHEET NO DATE WAOC0Z~WIr/EZ D CAFE~4o~y'3 g vOrA 7 cS Pc o~g 8 9 q)10 12 13 15 lA~cP'd.wa FoRc'Zs ro ao&r~7%FA'rV 4Mo~~MFA~.O.X7A'aAeO~O-Cgb~o~aa o.WdH~O.V71/CoSgo+O.rNd 4'rA gd~~@A'.@Ca,~"'l r.'%97>ru Bo+Z.444/cps go 18 19 20 21 23 24 25 26 27 28 29 30 31 32<>.rS87cosgo w Z.EWE/<mt gd~./+op,.r~~~~=C~3ca)~~u3 s-~~=C~3C~3 CS (v~~3/>=waa~~+-0<7 r~-<'%CO r&)=C7.48i K//rpJ cga aaS'rA~0-44$+Z.<c2.Z rA-K (Zdra~=d.NdC//pJ re,rM Xc8B r~d.@68 w<<-dA?ze-<6 dA'07'+=d.15Z(4 W ZZZ ra-Zr.ZZZr>z/d~c,oh<Z7 7 r'<-7 35 (o.<a~i Cc'~~,~<-/m3=o, rsvp//a SFP-20768 Rev.(6/76)ED 69 IS/76) ggc+ORIGINATOR PROJECT SUBJECT OCALCULATION SHEETQ DATE CHECKED JOB NO.SHEET NO REV.NO.DATE C~ZC~Cd r.-Q<arm W c9 (Cour.)w.Rome aisk Ree e=o.yr44</za=y.~o"~Kwr 10 12 13 14 7'o=o.o/.,')4r =CI.Or".7HA Zo=a.or7'OPOOer POD<r4'Co~a.oX uaezr ROROZZ)&0&'r CdRCZZ 18 19 20 21+x=4-187Z A d.Z8&x=e.Z/27r~-K d.cg<7dr~-~~Z~Z co'7rW 22 23 24 25 27 28 29 30 31 35~ezzo m~-~.Wp wwc~.~ecW-~8A 7 oarz Ano ZAsz'cards~arN7" 7" Ass+~z J oc r9/z~p'rE o&AFNAJ&r&co rS ocH~WP'ad~Zaa~PW<~-~z>r, BC'AC PdRCe5'~~=O.rKr6~x=Z&iZrPr~-~ Wy-"a.<ZA My S".c5Ãrc'~-~W crP5g'rm-~Py YP)&F1.2076&Rev.I6/76)Czu 1ra oem'V r A6 8'7&0-69 16/76) ~,:I'P.IWj)(QSI".j'gqII'Pyogof','J DES~BY.~~~~~CALCULATlON SHEET"""":~""~~'"~~'Zb.'-"ooffr.ooo.~~ JOB NO.'II f IIII.~DATE CHECKED BY J f~'SUBJECT':H<D-'<6 I'-""".:.CALCuuTiQN NO'"~~'f~'I t rr t".or 7'77 Jr ,.: '"::.""~.:,~....".~,'.'): '.',*'r~rr'-r'or r 7 ro~,I~~~1 r'I 71'I~J'\I~~~'mern EaR%i T.si~+~'ia Or Oz.7'&.&&X~/q r" (;'.:E oAD-"Por 7 J:oj IE";'H.'-'LP-liCe@' ~r I,~oo*1 1r'\~1 r I I\1~1.'t E I~~r~..)){6';j,sg -..: I-"~C..~~..1~PlO&~"-'I'.~7-'X.'~I~r q.'I:W." s (r rl.:,~~~1'I~~1~r'~~ GEE IGN BY CALCULATION SHEET 0510 (>1 74>SHEET NO.PROJECT~&-F G SuI3JECT HBD-l95-I-HR CALCuLATION NO+~7/JOB NO FILE NO-'Hz+c FBPAAcE&>>An Pr 007PCf X Q)IRaCTtOW=O-CHOO C.(G'GG9 QJC'e)C..l9 LohMQ I RE.C,T le lg 0.goop O OOOO"<O OEN>'<r aIS<W e+Q I OI 5 LQA l}Q P E p~a,rioN a.,~g CTo>s~Gh 26$os oo99 o'IH 0 K.QgoIg I ah~Q t 2 C>ReCT(OP/=(o IK iga o-ooIg CI (ZoIS Los Z6)yq~gg 6~Tgg.~5~CTVCL TVBE5 Fds&c.S Risc.zoo>z c fd)/ly;gloRN, vs~Lo4 Hf E~r A RcHfA y g logy g/g 6'oo Fag I 7+f g, G7$IN)C>>PEO N'f l~4>>t K'0 k>>i@tf. DESIGN BY PROJECT SUBJECT-1--HE CALCULATION SHEET I I 28 8 I CHECKED BY CALCULATION NO 0510 (11-74)SHEET NO Z JOB NO 8866 FILE NO~c CHECK W EI-C HBCI(K 0-71"oK O 06~!DIOT..0 t.BgVEtuF'. </Coll 3~(7-~gott 1 98 Of}5 Log AS g Laaze)k'o 099)6 ogy=<I~VBCIlC I S~P~DoP:.(oltSo Qo l33'HAYS', t6 I 47~0 eI, o oa ('opal(.+.op+'.oe)f.7o78 I H'cnl I D 6 Ieg Ne/ CALCULATION SHEET 0510 (11-74 I DESIGN BY PROJECT SUBJECT P-I 5-1-HZ DATE~~CHECKED BY CALCULATION NO++7~SHEET NO.~sa FILE NO cgEcg 50~ceylon D;I.ao(~8!o~aodnlt-+(gudueuhP c ogler)REt=': Cohq P cur-our, Fyl=O Nxg=gill 0~7 f~)l mg=!zs li t ITIXL.=I N Qpgg I c40.Fzg ll gy.oJQlh Ru ARO~I4D.h!!d Zo/pJ 7 1!li I d'/M uhr cud&gr ll 2h5 f,.N'X l<rdl 5'.5 Jfrdd 6'FZI II Comp cv7 X snl Accggp4vr,E 4yp7y FOddcaS g dnh~ys T!NeN2.K.F)d;L=J oh ogp Cl)Of IAQ~=K o co9 gZ.I Rthlg oui peal Cvel gg g eg ,.g@0lu7~OlnlT.2 hI 0/g~Cf Fogi~3/g&QP Zd/PJ7 h I DESIGN BY CALCULATION SHEET DATE I I 2 8 8 (CHECKED BY 1510 I11-74I SHEET NO.PROJECT SUBJECT K.S5" I-Hf CALCULATION NO++7I FILE NO I, ZDIHT~OINT S"6/g w fl<)fr (a.olIIT 4.I k Fx=ot 7f L-t K Ff 0 k., or o85 Fz=," Mz.=9'I 7 I(//2'6 i x>>2-I 8 (tOO<LOt LOA~)I I t/Ig$60LQI>evtslol4 oh/BoLT I x 4 Ixf 7&+AQXItt ZIM I~DL 7 W~p]l/rt Z-6 I.&~i 9-.-:-2%6-6tL6 Op5g+I~Qkt O.)c t HEAL OI4 EBOLT i I (-o6~t Bj(q)~(o6$~<>fx l i~8+.Mop+o.o1IP I O.aIC<C, I 6 I M I I'/i~7 Ra~&as: Pf~rg b b-=-'32'6/6~8]fge std~/6 r.ys)4 239~Ks)0 I M a~a~~~~~~p~~0~I~

PRO JcCT: JOB NQ.STEM: H-LC.NO.~~S(THRALL PIPING Sl(bfPLI t IED ANALeYSIS CH CK AND COVER SHEET gg Y 45I\SHEET~0 PLANT DESIGN GROUP O'K~N tt1f4AL'lSER IC.-2?f 8 RETVP.H To SOPPRFSSibH CPA ISONO./~~-~~l REV NO.BUILDING AREA-25 2.PIPING DATA a.Pipine Classifica'tion .b.Material c.Temperature d.Pressure'e.Pipe Site hominal f.Pipe Schedule g.Contents V/ater or Steam h.Inflation Typ/Thi~~Hc (Zf-5P C (2.4-+ggl.~P-It B>-ISS'-I.a.stt.6'ODE:+'~SEISMIC CATEGORY:..8/~/Xt B>//C4-HCb-2.(.HGD-I Gt.A t fl fvt ARS'l Oa~40S Co 4It76/L W/}We goNp g Ith(E C H K 3.MeIN.Or FSET CHECK a.Location/Direction b.Max.Disp, (in)c.Min.Single Miset Reqd.,(ft) .d.Geometry Adj..Factor e.Min, O.eset Reqd, (ft)f.Actual 0'.fset (ft)(t g-/I 1fg g-t1Sh+Zg~/(S'ZS6 ,2R)'3 3 (~O 247 30 5e8(Peg,-2)gh~/f~Ih 2~4'7 R 1 (1)~2/Table et-I'-Fig.8-~.f?+.MINIMUM'OFFSET ACCEPTABLE? Yes No I~AXleMeUM SPAN CHECK,.Pipe Classification b.Location/Component c.Maxs Allow.'St: Span (ft~n)cl.Actual Max.St.Span (ft~n)e.Geometry Adj.Factor f.a 44x.AIknv.Non SteSpan (ftin)g.Actual Non St.Span (ftin)I93 gf glf 0 5+0'5 5'7 5'$tt y/8'tl'c I(f?..-HW/(.PI://P'Qgh-/f 8 a 8-to~8'-o'g P/8 Pw7.SEW (ville.OsE?sPAst=Sgs's Red'i bE-24.~Table a 1'Ib Fig.N Q.I4 ()3a IP MAXIMUM SPANS ACCEPTABLE? Yes Q No 5.SUPPORT CHECK FbR VALVE OPERATOR Yel ve Identification Valve Opr.Support&Results VA LVE OP E RATOR SUPPORT'ACCE PTAS LE'?Yes@No Q REMARKS: '(ADDITIONAL NOTES, REFERENCES AND COMMENTS)(1)SPECIFICATION ~, REV CQTPAIA%1-2.4$PEV~CTION ULATIOtt 8Y CHECKEO SY NAME REV DATE NAME REV DATE sect~" OR I G I NATO R PROJECT SUBJECT'DCALCULATIOIII SHEETG CALO.NO DATE~r+<9'HECKED JOB NO.Sc&SHEET NO DATE WDOZ 4 l~~rz c~KO r~W 9.(c-OM F'3 10~..yZyK,+, aC~gZr~-~(Fr~) ~a Zrrzr~-~gr~)z(5'J 4.'c5'prrd rw-d r~3=O.rrc9<12 13 14 15 18 19 20 21 22 23 24 25 26 27 28 30 31 32 (o.zEP<)v Cu.rF&3=w wend-.ruVZWWc rroW: z/Po We"E)w (C4Zd63-O.4V>>;usW rcpt<r.d Now rz I/c(c.w~w)(~)C~) =o.r~.~~~/z 4 rar(a Worm F'4'O<arced+~~Mome&74 g Qora7 9~'-MW~m.W.MV MmcsR.4~&CA&rf'.. 7W.aoi~+./~" Qo+4E~E<~rd C~r.C+WR+gddZ R<Ir'r (+<>-<+<r~CZ=~o.8<6+8".c9<F@zu -~S i~)=d.l5'Z[~(~-J:.~~&'*j 35 SFP.20768 Rw.I6/76)f D 69 I6/76) 2345678901234567890123456789012345678901234567890123456j; ~12345678901234567890123456789012345678901234567890++~5 .NO.3 3333333 3.,'333 333333333 333333333 33 33 33 33 3333 3333 3333~3333 33 33 33 33 333333333 333333333 3333333 3333333/%%/!!%%!1!%!/%%% /i%/%%%%%%//%%/%141/%/%!1/%//1%%%%/!%l%!%/%%/e% 4///%//!/!//%///'////I 0/1/t/%I!%/%%/1%//i/%%%%%%%%%% ........I/:hl:I I:I.I/%%/%/1%%...I I I I I I I I%%%%%%'4'4'4%%% I L!I hl LLI I I I%!I I I I%/%/l%Ile/%14%%14%14%%%/% i//1%14%14%elide% /4%%%%%%%%%%4%'I4%%% 'I%!4!%%%%!/ II%%%%/hl%/'II/%%%Ill%I/ %/II!1%%/l%% Ill/%%I%I/%%Ill'4 %4!II llhllhl'hll/ /%1%!%%%%%%%!%%%/4/%% '/%%%%/%/%% %!1%%!%%%/%4 III I I I I!I%I!!I%I/I%II%'Ih%Pl%/I/%/I /!Lid/!II%I.I/:/o'l%%'4%//%%%%% 4'4%1/1/.//%/%/%%/%%%%I/%%%!1'/%!!%%!%! 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I I I.I I I%%o%%dt/a/4/eht/e/eht/ale%the/e/t///!%'I I.I'%%le%%'/%%%%%/I I%%%%%II%II%'4%%'I lola%II%%/............ i/4%Ii II II il'IIII 4/4%4%%%%14%44//% Ile/leheh%%dhl IIIII Ill/'ll%/I%Ill%%%Ill@/I I'III I%I I I Lll lh%%dehhllhl%%/%Id%he/LI Xiii%'/%'/4%%vii I'/%/i%/%/'... ~.-....~-~~~~..-~4/%/%'4'/1%%%%%%4%%%%%%/ I/4%%/4%'/%%%%'4%%%'/%/I /'I l'4%'/%%/'4'I/%'I:I:I/%4%'/%/. ~%/le/'/1%/ Io%//%/%/I...... %!/'/%'//4/%// %/%!%%/~+I I/%//'//./1%/1% ehh////47'%% %/%//!4%//'/!/ //l.%%/.o/e/ehe/ehe/e/ /!/%/e!%%% /%/1%/loNe%%%%/o /44%%t/i////4%/3333333 333333333 33 33 3333 3333 33 33 333333333 3333333 SNUM-PART: X1017-1 FINISHEO PRlNTING: 4/01/82 12: 11:21 TOTAL PAGES: 627 CU'5: 0.4270866 3333333 333333333 33 33 3333 3333 33 33 333333333 3333333 J<",0 ME 101/I 2 ME 101 INPUT CARO IMAGES DATE 040182 PAGE 1 INPUT CARD SEO 1 2 3 4 5 6 7 8 9 10 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33'4 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 1+RUN RUN RUN RUN RUN RUN RUN RUN HED 1f+RAO 10-0-4.49 15-1-1.58 20-0-9.67 25 25.391 RAO 20 30 35 40 45 50 50 RAO 55 60-1-.75 65 65 1.RAD 65 RAD 70 75 80 85 85 1 RAO 85 ANC 5-.0451 21+.021-0-4.375-0-4.375-0-7.25-0-7.75 1-6.5 0-8 31.0192 0-1.91 0-5.76 0-4.1.921 0-7.25 1-.75 1-.75 0-3 0-9-7/8 1-.125 0-9.125 41 5D SD 71 PHASE<<CNT, DX<<.007,OZ<<.007, OX<<.008,OZ ~.008'IF<<1.3, ADDWT<<20, SIF<<1.3, AODWT<<20, AODWTÃ2, PHASE<<CNT,OISP<<.021, DY<<.0003, DY<<.0006, SIF<<1.3.SIF<<1 3, PHASEHRB, OX<<.032, DX<<.039, PHASE<<RB, OY<<.002, DY<<.0024'IF<<1.3,ADDWT<<50, SIF<<1.3,ADDWT<<50, PHASEHRB, OX<<.032, OX.039, PHASE<<RB, 51 61++LOCASE<<WT01, LOCASE<<THRM01, LDCASE<<SAM01(A), LDCASE<<SAM02(B), LOCASE<<SE I 501, LOCASEQSEIS02, LOCASE<<SEIS03. 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179 180 181 182 183 184 185 186 187 188 189 190 191 192 193 194 195 196 197 198 199 2303.0 RAD 230 RAD 230 RAD 2355-I 1-5/8 235 RAD 235 RAD RAD RAD 2406-.25 240 240 2453.0 250 2501.0 201 202 203 204 205 206 207 208 RAO RAD 250 255 2600-9 260 210 211 212 213 214 215 216 217 218 219 220 221 222 223 224 225 226 227 228 229 230 231 232 233 234 RAO RAO RAD RAD RAD RAD 2654-3.25 2700-11.756 275 2751.0 275 280 285 290 2901.0 290 295 2951.0 295 209.RAO 260 1.0 1.0 1.0 1.0 1.0 1-7.25 4-10.75 0-2.75 4-10.5 1.0 1.0 1.0 0-6-3/8 1-6-5/8 1.0 50 0-11.756 1.0-0-7 1.0 1.0 ME 101/I2 PHASERRB, DY~.015, DY~.018.PHASERRB, OZ%.064, DZ%.077, SEGR2, PHASERRB, OY$.015, DY%.018, PHASERRB, OZ$.064, DZR.077, SEG%2, PHASERRB, DYR.015, DY%.018, PHASE ORB, DZR 064~DZ%.077, SIF%1.3, PHASERRB, DX%.084, DXR.102, PHASERRB, OYR.015, DYE~.018, PHASERRB, DY%.015, OY%.018m PHASERRB.DZR.064, DZR.077, SIF~1.3, PHASERRB, DX%.084, DXR.102, PHASERRB, DZ%.064, DZ%.077, SIF$1.3, SIFR1.3, PHASEKRB, OXR.138, OXR.166, PHASERRB, 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19.9800, 26.0000.48.0000, 64.0000, 80.5000.100.0010.100.0560, 100.0590., POI~54,.0151..0800,.2340,.4060,.2340,.5940..7500, 1.0000'6720,.3408,.2730..2730,.2730.LDNAME~SEIS02, TITLE%ENVELOPE TYPc3~POIs33~DIR<X 0478, 1.2000, 9000, 2.OOOO.2.7900, 4.3000, 1.6010, 6.0000, 3.6400.12.0000, 1.6600, 17.2000,.8600, 28.0000,.4730, 43.0010,.4727, 43.0040..4735, 43.0070,.4727, 100.0010, DIR=Y 0452,.4000..4731, 2.7000.1.1600, 5.1000, 2.2500, 12.0000.1.9400, 19.2000..8232, 24.0000,.5700, 28.0000,.4130, 100.0000,.4121, 100.0030..4 130, 100.0060..4 130, 100.0090, DIR~Z 355 356 357 358 359 360.ACE 361 362 363 364 365 366 367 368 369 370 371 372 373 374 375 376 377 378 379.ACE 380 381 382 383 384 385 386 387 388 389 390 391 392 393 394 395 396 397 398.EOA 399.ACE 400.ACE 401.ACE 402.ACE 403.ACE 404 405 406 407 408 409 4 10.~411 412 413 414 100.0600, 100.0630'00.0660'00.0690.100.0720,.1000, 3.OOOO, 4.0500, 5.4050, 6.0870, 6.9565, 9.7750, 10.4348, 11.7381.12.8696, 17.9130, 19.3913.22.7700, 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3.8261, 5.6522, 6.5217, 7.3913, 10.4348, 13.0435, 13.9130, ME 101/I 2.2730, 100.0620,.2730, 100.0650,.2730, 100.0680,.2730, 100.07 10,.2730, 100.0740, DIRQY.0160, 2.3000,.0310, 3.5000~.1060, 4.7826,.1510, 5.7565,.1740, 6.9000,.4750, 7.3913,.4700, 10.4075,.6330, 11.5000..7212, 12.1739, 1.6900, 17.2500, 1.4100, 18.4000,.6817, 20.7000,.6130,'3.6900,.4078, 25.2500,.3440, 42.0000,.2190, 68.0000,.1664, 80.0000,.14 10, 100.0480, DIR~Z.0160, 3.2200,.0190,,'.7950...0284, 7.OOOO,.1597, 16.0000..4702, 21.7391,].5940, 42.5000..8750, 57.0000,~6720e>74'000o.2500,[100.0540,.2500,m 100.0570,.2500,'00.0600..2500, 100.0630..2500,, 100.0660..2500, 100.0690..2500,, 100.0720..2500,>>100.0750,.2500, 100.0780,.2500,]100.0810..2730'2730..2730,.2730,.2730,.0200,:0350,.1380,.1700,.2741,.5050,.4510,.6707,.9010, 1.6900, 1.1500,.6230,.5660,.4060,.2340,.2190,.1640,.1410,.0184,.0190,.0470,.2500,.5240, 1.5940,.8750,.4060,.2500,.2500,.2500,.2500,.2500,~2500,.2500..2500,.2500,.2500, CDEF>CS4,POI>84, TYPa3, DIR<X.0059,.0086,.0131,.0222,.0301,.0892,.1388,.2181,.2123,:.3056,'3763,< .0070,.0098,.0167..0222,.0513,.0923,.1915,.2181,~2227..3173,.6131, 2.0870, 2.4348, 2.9900, 3.4783, 4.0870'.7500'.9000, 9.7750, 1 1.3043, 13.2250, 15.6522, LDNAME<SEIS04. TITLEmENVELDPE OF CHGCORBC719 DATE 040182 PAGE 7 Ob NE 101/I 2 DATE 040182 PAGE 8 415 416 417 418 419 420 421 422 423 424 425 426 427 428 429 430 431 432 433 434 435 436 437 438 439 440 441 442 443 444 445 446 447 448 449 450 451 452 453 454 455 456 457 458 459 460 461 4,62 463 464 465 466 467 468 469 470 471 472 473 474 ACE ACE 17.3913.19.2174, 24.3478, 34.7826, 40.2500, 43.4783, 48.8750, 56.5217, 63.2500, 92.0000, 100.0020, 100.0050, 100.0080, 100.01 10, 100.0140, 100.0170.100.0230, 1.7391, 2.4000~2.9900, 3.7950, 4.6000, 5.6522, 6.9000, 9.6600, 10.4075, 12.1739~17.0200, 18.2609, 20.7000, 22.1950, 24.1500.28.4348.34.7826, 43.4783, 57.5000.80.5000, 100.0030, 100.0200, 100.0230.100.0260, 100.0290, 100.0320.100.0350.100.0380..1000, 2.0870, 2.4348, 3.0000, 3.7950, 4.3478, 6.0870, 6.9565, 10.3500, 12.1739.13.9130.19.1304, 26.0870,.9609, 1.6480'.6300, 6.8850, 5.7278, 3.9746, 3.3983>4.2237'.8901, 4.6939, 4.3586, 4.3562, 4.3562, 4.3562e 4.3288, 4.3486, 4.3486,.0071,.0107,.0159..0277,.1353,.1970,.3445,.6450,.5591, 1.5200, 2.4600, 2.0219, 1.0800, 1.0000,.7551,.5826..6138,.6972,.8409,.8542,.7006,.7006,.7006,.7006,.7006,.7006,.7006,.7006,.0048,.0070,.0098,.0170,.0293,.0892,.1388,.2019,.2123,.2549,.3763, 1.6008.6.9096, 18.6957, 20.4348, 26.0870, 36.9565, 43.1250, 44.9650, 51.7500, 60.3750.80.5000, 100.0000, 100.0030, 100.0060, 100.0090, 100.0120, 100.0150.100.0210, 100.0240, 2.0870, 2.5300, 3.1510, 3.8261, 4.8522, 5.7565.7.3044, 10.0000, 11.3043, 12.6500, 17.2500, 19.0435.21.3900, 22.7700.25.3000'3.4650, 36.9565, 45.6522.60.3750, 86.2500, 100.0180, 100.02 10, 100.0240'00.0270.100.0300, 100.0330.100.0360.100.0390.1.7391, 2.2609, 2.6087, 3.1304.3.8261, 5.6522.6.5217, 7.3913, 10.4348, 13.0435, 15.6522, 21.7391, 34.5000.1.4179, 2.3677, 6.9096, 6.7020, 4.0577, 3.8705, 3.7972.4.8168, 4.8901, 4.3486, 4.3562, 4.3586, 4.3586, 4.3562, 4.3562, 4.3486'.3486, DIR.0093,.0111,.0174,.0286..1920~.2390,.6400,.6084,.9330, 2.1441, 2.2600, 1.5645, 1.0800.1.0000..6801,.5826,.6706,.7696,.8484,.8406,.7006..7006..7006,.7006..7006.~7006o.7006..7006, DIR.0048,.0083,.0124,.0222..0301,~0892m.1388,.2181..2123,.3056,.6131, 3;1225~6.9096, 19.1304, 21.7391, 34.5000, 37.9500, 43.1304~46.0000, 52.1739, 60.8696, 86.2500, 100.0010, 100.0040.100.0070, 100.0100, 100.0130, 100.0160, 100.0220, 100.0250, 2.3000, 2.7600, 3.4783, , 4.1400.5.2174.6.5217, 7.4750, 10.3500~11.7391.12.8696, 17.9130.19.3913.21.7350, 23.0000, 26.0870.34.5000.39.1304, 47.8261, 60.8696.92.0000.100.0190, 100.0220, 100.0250.100.0280.100.0310, 100.0340.100.0370.1OO.OaOO, 1.9130, 2.3000, 2.8696, 3.4783, 4.0870.5.7500, 6.9000.9.7750, 11.3043, 13.8000, 17.3913~24.3478, 34.7826, 1.6008, 3.1225, 6.9096, 6.6219, 4.0564, 3.8483, 3.8730, 4.8902, 4.6939, 4.3288, 4.3288, 4.3288, 4.3288, 4.3586, 4.3586, 4.3486, 4.3486,.0103,.0132,.0194,.0442,.1920,.2390'6450,.5381, 1.5200, 2.4600, 2.2600, 1.3774, 1.0100~.9820.-.6522,.6067,.6972,.8408,.8542..7244,.7006,.7006,.7006..7006,.7006,.7006..7006..7006,.0059,.OO86,.0131,.0222,.0513,.0923,.1915..2181..2227'3651,.9609.5.6300.6.8850, 475 476 477 478 479 480 481 482 483 484 485 486 487 488 489 490.EOA 491.CMB 492.CMB 493.CMB 494.SLA 495.TEA 496.OLA 497.OLA 498.RLS 499 500.ENO 36.9565, 43.1250'8.8750, 52.5550, 60.5217, 63.2500, 92.0000.100.0020.100.0050.100.0080, 100.0110, 100.0140, 100.0170, 100.0200.100.0230, 6.7020, 4.0577, 3.3983, 3.9049, 4.8386, 4.8901.4.6939'.3586, 4.3562, 4.3562, 4.3562, 4.3288, 4.3288, 4.3310, 4.3586, 37.9500, 43.4783, 51.7500, 56.5217, 60.8696, 80.5000, 100.0000, 100.0030, 100.0060.100.0090.100.0120, 100.0150, 100.0180, 100.0210.100.0240, 6.6219~3.9746.3.7972, 4.2237, 4.8902, 4.8901, 4.3486, 4.3562, 4.3586, 4.3586, 4.3562, 4.3562.4.3562, 4.3562, 4.3486'E 101/I2 40.2500, 46.0000, 52.1739, 60.3750, 61.0650.86.2500, 100.0010, 100.0040, 100.0070, 100.0100, 100.0130.100.0160, 100.0190.100.0220, 100.0680, 5.7278, 3.8483, 3.8730'.8168, 4.8901, 4.6939, 4.3288, 4.3288, 4.3288'.3288'.3586, 4.3586, 4.3562, 4.3562, 4.3486, SEISUP=SEIS01$ SEIS03~SE I SOS~SE I 501 SE I 502.SEI SEM=(SE I 503$SEIS04$SE I SOS), INCLUD>WT01+THRM01+SAM01, LEVFLmB INCLUDcWT01+SEISUP LEVEL>C, INCLUD~WT01+SE ISEM, LISTRWT01+THRM01+SEISUP +SE I SEM+SAM01+SAM02, DATE 040182 PAGE 500 CARDS 392 CARDS 392 CARDS 446 CARDS 446 CARDS 392 CARDS 392 CARDS 392 CARDS 392 CARDS IN INPUT DECK IN LOAD CASE WT01 IN LOAD CASE THRM01 IN LOAD CASE SAM01 IN LOAD CASE SAM02 IN LOAD CASE SEIS01 IN LOAD CASE SEIS02 IN LOAD CASE SEIS03 IN LOAD CASE SEIS04 0 WARNINGS 0 ERRORS 0 FATAL ERRORS CIFREE WORKER.FAC WARNING 100000000000 FILE SPECIFIED BY THE CIASG OR 0CAT CONTROL STATEMENTS IS ASSIGNED, FREED FOR THE CIFREE CONTROL STATEMENT SPECIFIEO, OR NOT ASSIGNED FOR THE DEMODE CONTROL STATEMENT SPECIPIED. FOR THE SCAT AND OMODE CONTROL STATEMENTS THIS SETTING RESULTS IN A FACILITY REJECTED MESSAGE.CIFREE SCRACH.FAC WARNING 100000000000 FILE SPECIFIED BY THE CIASG OR CICAT CONTROL STATEMENTS IS ASSIGNED~FREED FOR THE CIFREE CONTROL STATEMENT SPECIFIED, OR NOT ASSIGNED FOR THE%MODE CONTROL STATEMENT SPECIFIEO. FOR THE CICAT ANO@MODE CONTROL STATEMENTS THIS SETTING RESULTS IN A FACILITY REJECTED MESSAGE. e oXQT,KM<ME101.ME101I WT01 ME 101/I 2 DATE 040182+++ME 101 I+++ME 101 I/FEB05 CORE CHANGED FROM 42600 TO CORE CHANGED FROM 48600 TO CORE CHANGED FROM 78741 TO 48600 DECIMAL WORDS 78741 DECIMAL WORDS 79253 DECIMAl WORDS'~4 INPUT DATA SCAN ME 101/I2 DATE 040182 PAGE 11 TITLE SP-HCB-108 LINE PROJECT NUMBER: 8856 PROBLEM NUMBER: 5280 USER J.ABISAMRA LOAD CASES OL COI.7 10++C 1 4++HED 2: 3: 4: 5: 6: ANC 7: 8: 9: 10: 11: 12: 13: 14: 15: 16: 17: RAD 18: 19: 20: 21: 22: 23: RAD 24: 25: 26: 27: RAD 28: RAD 29: 30: 31: 32: 33: RAD 34: RAD 35: 36: 37: RAD 38: 39: 40: RAO 41: g2: 43: RAO 44: RAD 45: 46: 5-.0451 10-0-4.49 15-1-1.58 20-0-9.67 25 25.391 30 35 40 45 50 50 55 60-1-.75 20 65 65 65 70 75 80 85 85 85 90 95 95 100 105 1051.0 110 115-0-6.125 115 115 120-2-2-7/8 125 COL 21+.021'0-4.375 4.375-0-7.25-0-7.75 1-6.5 0-8 2.5 1-.75 0" 5.125 COI.'32+COL 43+.0192 0-1.91 0-5.76 0-4.1.921 0-7.25 1-.75 1-.75 0-3 50 1-7 0-11 5D 2.0 SD 0-9-7/8 1-.125 0-9.125 50 COL COL COL 51 61 71+++TITKSP-HCB-108 LINE, PROJN0%8856,PROBN0%5280, EIGENR3, MODES%35,PER%0.01, UNITS%2,USERKJ.ABISAMRA, PHASEKCNT, OD%1.315, THI.133.TEMP 200,LBS/FT 2.75, CODEKSC374 ~CLASSR2, PPRESS%30,0PRESSR30, MATKSA376-TP304,E%28.3E6. SCK 18800~SHK 17800, SIFK,).3S IF%1.3, ADDWTR20, SIF~1.3, PHASEKCNT, S IF K 1.3, ADDWT%20, SIF%1.3,AODWT%20, AODWT%2, PHASERCNT,DISP%.021, SIF%1.3, SIF~1.3, PHASEKRB, PHASEKRB, S IF K 1.3, AODWT%50, S IF~1.3, AODWTK SO, PHASEKRB, PHASEKRB, SIF$1.3~PHASEKRB, PHASERRB, SIF%1.3, PHASERRB, PHASERRB.SIF%1.3.COL 80+ INPUT DATA SCAN ME 101/I 2 DATE 040182 47;48: RAD 49: RAO 50: 51: RAD 52: RAD 53: 54: 55: 1 56: RAD 57: RAD 58: 59: ANC 60: 61: RAO 62: RAD 63: 64: 65: RAD 66: 67: SPO 68: 69: RAD 70: 71: 72: 73: RAO 74: RAO 75: 76: RAD 77: RAD 78: 79: RAD 80: RAO 81: 82: 83: RAD 84: RAD 85: 86: RAO 87: RAD 88: 89: RAD 90: RAD 91: 92: RAO 93: RAO 94: 95: 96: RAD 97: RAO 98: 99: RAO 100: RAD 101: 102: RAO 103: RAO 104: 105: 106: RAD 130 1301.0 130 135 1351.0 135 137 138 37140 1401.0 140 145 145 45150 1501.0 150 155 1602-5 160 1652-11.25 165 1700-2.75 170 1750-3.25 180 185 1851.0 185 190 1901.0 190 195 1951.0 195 200 205 2051.0 205 210 2101.0 210 215 2151.0 215 220 2201.0 220 225 2303.0 230 230 2355-11-5/8 235 235 2406-.25 240 240 2453.0 250 2501.0 0-4.75 3-2 3-2 1-4 4.0 6-1.5 0-5 0-9.9 4-2.5 3-10 4-2.25 0-10 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0-11 1.0 1.0 1.0 1.0 0-9.9 5D 1.0 1.0 1.0 0-9 3-3-5/8 4-7-5/8 6-6 1.0 1.0 1.0 0-6-3/8 2-5.75 5D PHASE$RB, PHASE%RB, SEG%2, PHASE%RB, PHASE%RB, SEG$2, S IF%1.3, ADOWT$20, PHASE%RB, PHASE$RB, SEG%2, PHASE%RE , SEG%2.PHASE%RB, PHASE%RB, SIF%1.3, PHASE$RB, PHASE$RB, SIF~1.3, PHASE%RB, PHASE$RB, SEG%2.PHASE%RE PHASE$RB, SEG%2, PHASE$RB.PHASE$RB, SIF~1.3, PHASE$RB.PHASE%RB, SEG%2, PHASE%Re, PHASE%RB, SEG%2.PHASE$RB, PHASE%RB, SEG$2.PHASE%RE PHASEQRB, PHASE$RB, PHASE%RB, SEG%2.PHASE%RB, PHASE$RB, SEG%2, PHASE%RB.PHASE%RB, SIF%1.3, PHASE%RB, INPUT DATA SCAN ME 101/I 2 DATE 040182 PAGE 13 107: RAD 108: 109: 110: RAD 111: RAD 112: 113: 114: 115: RAD 116: RAD 117: 118: 119: 120: RAD 121: RAD 122: 123: RAD 124: RAD 125: 126: 127: RAD 128: 129: 130: 131: 132: ANC 133: ACE 134: ACE 135: ACE 136: ACE 137: ACE 138: 139: 140: 141: 142: 143: 144: 145: 146: 147: 148: 149: 150: 151: ACE 152: 153: 154: 155: 156: 157: 158: 159: 160: 161: 162: 163: 164: 165: ACE 166: 250 255 2600-9 260 260 2654-3.25 2700-11.756 275 2751.0 275 280 285 290 2901.0 290 295 2951.0 295 300 305 305 310 315-1-3 320 500 0 900 1.0 1.0 1-7.25 1-6-5/8 5D 1.0 5D 0-11.756 SD 5D.1000, 2.2500, 2.5000, 4.3000, 6.3000.13.2000, 20.0000, 26.OOOO.28.9000, 100.0000, 100.0030.100.0060, 100.0090,.1000, 3.5000, 5.1000, 6.9000.12.5000~23.OOOO, 30.0000, 33.0000, 100.0010, 100.0040, 100.0070, 100.0100, 100.0130,.0000, 1.2251, 2.3450.4.9813.2.5635, 2.7602, 1.1751,.7800..6097,.3730,.3733..3716,.3716,.0150,.4400, 2.9600, 3.3200, 3.9600, 1.1479,.5568,.3300,.2894,.2911,.2911,.2911,.2914..9200, 2.3000, 2.8000.5.5000, 7.3000.14.0000, 24.0000.27.2000, 33.9500, 100.0010, 100.0040, 100.0070,.1150.3.8000.5.8000, 10.5000, 19.8000, 25.0000, 31.0000, 34.0000.100.0020, 100.0050, 100.0080.100.01 10, 1000,.0000,.8000, 1.0 4-10.75-0-7 0-2.75 1.0 4-10.5 1.0 0-9.25-0-5.25 1.0-0-6 0-10.5 0-9.9 PHASERRB, PHASE~RB, PHASEHRB, SIF~1.3, PHASE~RB, PHASERRB, SIF~1.3, SIF~1.3.PHASERRB, PHASE=RB.SEG~2.PHASE~RB, PHASERRB, SIFK1.3, PHASENRB, SIF~1.3, TYP~3,POI>37, DIRRX.4495, 1.7000, 1.6304, 2.3500, 5.3600, 4.2000, 1.6089, 5.7000, 4.8500, 12.0000.2.0700, 15.0000, 1.0200, 25.0000,.7800~28.0000,.4045, 35.0000,.3716, 100.0020..37 16~100.0050..37 16, 100.0080.DIRT Y 0178,.4000,.7889, 4.3000, 2.9600, 6.8000.-3.3200,'2.0000, 3.9600, 20.8300, 1.0600, 28.0000..4212, 32.0000,.2900, 100.0000,.2897, 100.0030..2894, 100.0060,.2894, 100.0090,.2894, 100.0120, DIRRZ.3064, 1.2900,.9728, 2.3450, 5.3600, 1.6649.4.8500, 2.0700..8691,.6608e.3730,.3741,.3716,.3716,.1716, 1.5045, 3.2581, 3.3307, 2.7177, 1.0600,.3300,.2900,.2894..2897..2897,.2894,.4189, PHASEKRB, LDNAME~SEI SO'1, TITLE~ENVELOPE OF OBERBC719 INPUT DATA SCAN ME 101/I2 DATE 040182 167: 168: 169: 170: 171: 172: 173: 174: 175 176: 177: 178: 179: EOA 180: ACE 181: ACE 182: ACE 183: ACE 184: ACE 185: 186: 187: 188: 189: 190: 191: 192: 193: 194: 195: 196: ACE 197: 198: 199: 200: 201: 202: 203: 204: 205: 206: 207: 208: ACE 209: 210: 211: 212: 213: 214: 215: 216: 217: 218: 219: 220: EOA 221: ACE 222: ACE 223: ACE 224: ACE 225: ACE 226: 2.1660, 2.3500, 4.8000.5.8500, 11.0000~18.0000, 35.OOOO, 100.0010, 100.0040.100.0070, 100.0100.100.0130~.1000, 1.6700, 2.5000.5.0000, 7.2000, 14.0000, 22.0000, 31.2500, 43.0020, 43.0050, 43.0080,.1000, 1.2900, 3.3000, 6.7000, 12.5000, 21.0000, 25.0000, 29.5000, 100.0010, 100.0040, 100.0070,.1000,.5660,.9800, 1.6700, 2.5000'.8000, 6.0000, 14.0000.20.5000, 31.2500, 100.0010, 1000,.8645, 2.3450.3.5600, 1.7057, 1.2140, 1.4000, 2786'2500,.2500,.2500,.2500,.2500,.0300,.8755, 2.1700, 1.5615, 3.4800, 1.8571,.8600,.4730,.4727,.4727,.4734,.0240,.3902, 1.0458, 2.1900, 1.8682, 1.7000,.7000,.4671,.4127~.4130,.4130,.0300~.2593,.3833..8755, 2.1700, 2.3100, 1.6850,.8600,.6100,~3322..3230,.0080, 2.2500, 2.7000, 5.0000, 6.7500, 11.5000, 19.2000.37.0000, 100.0020, 100.0050, 100.0080.100.01 10,.1200, 1.7000.2.9000.5.3000, 7.4000.14.5000, 25.0000, 43.0000, 43.0030, 43.0060, 43.0090,.1200, 2.2000, 3.5000, 7.2000, 13.0000, 23.0000, 26.6600, 32.5000, 100.0020, 100.0050, 100.0080,.1200,.7500, 1.2000, 1.7000.2.8000.5.0000, 8.8000 o 14.8000, 23.3300'2.0000, 100.0020, 1.7000, 1.2045.2.3450, 2.9819.1.9300, 1.1028,.9295,.2500,.2500..2500,.2500,.2500, 2.3000, 3.2000, 5.7000, 10.0000.'2.2000, g 30.0000, 100.0000, 100.0030, 100.0060,'I 00.0090, 100.0120, LDNAME>SEIS02. TITLE%ENVELOPE .2330,.9500.1.4500, 2.0000, 3.3000, 5.3000.12.5000, 18.0000.30.0000, 100.0000.100.0030, LDNAME~SEIS03. TITLE%ENVELOPE TYPa3~COEF=CS4 DIR~X.0080, 2.6087, TYP~3,POI~33, DIRRX.0478, 1.2000,.9000.2.0000, 2.7900,'.3000, 1.6010, 6.0000, 3.6400,,'2.0000, 1.6600,'7.2000,.8600, 28.0000,.4730, 43.0010,.4727,...43..0040,.4735, 43.0070,.4727, 100.0010, DIR>Y.0452,.4000..4731, 2.7000.1.1600, 5.1000.2.2500, 12.0000, 1.9400, 19.2000,.8232, 24.0000,.5700.28.0000..4 130, 100.0000..4 121, 100.0030,.4 130, 100.0060,.4 130, 100.0090, DIRsz.0432..3037,.4713,.9000, 2.1700,'1.8682, 1.6850,.7800,.6100,.3230,.3230, 1.6304.3.5600.1.6770, 1.9300, 1.4000,.5800,.2500,.2500..2500..2500,.2500, OF SSERBC719.6512,.9900, 2.7900, 1.9209, 3.6400, 1.1738,.5763,.4735,.4735,.4727,.4730,.2115,.7361, 2.1900, 2.2500, 1.9400,.7497,.5700,.4130,.4127,.4130,.4130,.1265,~3727..6940..9900, 2.3100, 1.6010,.9130'7800,.3646,.3230,.3230, OF , POI~54,.0151, SRVRBC719 INPUT 227: 228: 229: 230: 231: 232: 233: 234: 235: 236: 237: 238: 239: 240: 241: 242: 243: 244: 245: 246: 247: 248: 249: 250: 251: 252: 253: 254: 255: 256: 257: 25&: 259: 260: 261: 262: 263: 264: 265: 266: 267: 268: 269: 270: 271:.272-273: 274: 275: 276: 277: 278: 279: 280: 281: 282: 283: 284: 285: 286: DATA SCAN ACE ACE EOA ACE ACE ACE ACE 2.7000, 4.4000.6.5000, 10.7000, 12.5000.23.0000, 32.0000, 54.5000.70.OOOO, 86.0000, 100.0540, 100.0570, 100.0600, 100.0630.100.0660, 100.0690.100.0720,.1000, 3.OOOO, 4.0500, 5.4050, 6.0870, 6.9565'.7750, 10.4348, 11.7381, 12.869'7.9130, 19.3913, 22.7700, 24.1500, 28.5000, 45.9000, 72.6800, 85.0000,.1000, 3.4500, 4.0000, 10.0000, 19.0000, 26.0000, 48.OOOO, 64.0000, 86.0000, 100.0550.100.0580, 100.0610, 100.0640, 100.0670, 100.0700.100.0730.100.0760'00.0790..0251,.2750,.2340,.2500,.2500,.6408, 1.5940,.8750,.6720,.3280,.2730,.2730,.2730,.2730..2730,.2730..2730'0160,.0310,.1060,.1380,.1740,.2890,.5050..4431,.7200, 1.5700, 1.4207,.7856,.6230,.5050..3590,.2270,~1789 i.1640,.0160,.0187,.0192,.0780,.4530,.7500, 1.OOOO,.6720,.2810,.2500,.2500..2500..2500, 2500,.2500,.2500,.2500,.2500.3.2000, 5.6000, 7.0000~11.5000, 15.5000, 24.3478.42.5000, 57.0000, 74.9000.92.0010, 100.0550.100.0580.100.06 10.100.0640.100.0670.100.0700, 100.0730'.7000, 3.2500, 4.4ooo, 5.6522, 6.5217, 7.3044, 10.3500, 11.3043, 11.7500, 13.0435, 17.9400, 20.0000, 23.0000.25.1850, 34.0000, 57.0000, 74.5000, 100.0070, 1.7000, 3.4783.S.oooo, 13.0435'0.7000.32.0000.54.5000, 70.0000.100.0040.100.0560, 100.0590, 100.0620, 100.0650.100.0680, 100.07 10~100.0740, 100.0770, 100.0800, 0750,.2750..4060..2082'5780,.6671, 1.5940.8750,.4060,.3280,.2730,.2730,.2730,.2730,.2730,~2730o.2730.DIR.0160,%Y.0310,.1060,.1510,.1740,.4750,.4700..6330,.7212, 1.6900, 1.4100,.6817,.6130,.4078,.3440,.2190,.1664 e.1410, DIR.0160,.019O,.0284,.1597,.4702, 1.5940,.8750~.6720,.2500,.2500..2500,.2500,.2500,.2500..2500'2500,.2500,.2500.ME 101/I 2 3.8000, 6.2000, 9.2000, 12.1739, 19.9800, 26.0000, 48.0000, 64.0000, 80.5000.100.0010.100.0560.100.0590, 100.0620, 100.0650, 100.0680, 100.0710, 100.0740, 2.3000.3.5000.4.7826, 5.7565, 6.9000, 7.3913, 10.4075'1.5000.12.1739, 17.2500, 18.4000, 20.7000, 23.6900, 25.2500, 42.0000, 68.0000, 80.0000, 100.0480.3.2200, 3.7950, 7.0000.16.0000, 21.7391.42.5000, 57.OOOO, 74.9000, 100.0540, 100.0570, 100.0600.100.0630.100.0660, 100.0690.100.0720.100.0750, 100.0780.100.0810,.0800,.2340,.4060,.2340,.5940,.7500, 1.0000..6720,.3408,.2730,.2730,.2730,.2730,.2730,.2730,.2730,.2730,.0200,.0350,.1380,.1700,.2741,.5050,.4510,.6707,.9010, 1.6900, 1.1500,.6230,.5660,.4060,.2340,.2190,.1640,.1410,.0184,.0190,.0470,.2500,.5240, 1.5940,.8750,.4060,.2500,.2500,.2500..2500,.2500..2500,.2500,.2500,.2500,.2500.LDNAME%SEIS04, TITLE~ENVELOPE OF CHGCOR8C719 TYP%3,COEF%CS4,POI%84, DATE 040182 PAGE 15 INPUT 287: 288: 289: 290: 291: 292: 293: 294: 295: 296: 297: 298: 299: 300: 301: 302: 303: 30$: 305: 306: 307: 308: 309: 310: 311: 312: 313: 314: 315: 316: 317: 318: 319: 320: 321: 322: 323: 324: 325: 326: 327: 328: 329: 330: 331: 332: 333 334: 335: 336: 337: 338: 339: 340: 341: 342: 343: 344: 345: 346: DATA SCAN ACE ACE ACE 1.7391.2.2609, 2.6087, 3.0000, 3.7950, 4.3478, 6.0870, 6.9565, 10.3500, 12.1739, 13.8000.17.3913, 19.2174, 24.3478, 34.7826, 40.2500, 43.4783, 48.8750, 56.5217.63.2500, 92.0000, 100.0020.100.0050, 100.0080, 100.0110, 100.0140, 100.0170.100.0230, 1.7391, 2.4000, 2.9900, 3.7950, 4.6000, 5.6522, 6.9000.9.6600, 10.4075, 12.1739, 17.0200, 18.2609, 20.7000.22.1950, 24.1500, 28.4348, 34.7826, 43.4783'7.5000, 80.5000, 100.0030.100.0200.100.0230.100.0260, 100.0290.100.0320, 100.0350, 100.0380, 1000..0048,.0083,.0124,.0170,.0293,.0892,.1388,.2019,.2123,.2549,.3651..9609, 1.6480, 5.6300 6.8850, 5.7278, 3.9746.3.3983'.2237'.8901, 4.6939, 4.3586, 4.3562, 4.3562.4.3562.4.3288, 4.3486, 4.3486, 007 1,.0107,.0159,.0277,.1353~.1970~.3445,.6450,.5591, 1.5200, 2.4600, 2.0219, 1.0800, 1.0000,.7551,.5826,.6138,.6972,.8409,.8542,.7006,.7006..7006,.7006,.7006,.7006,.7006,.7006,.0048, 1.9130.2.3000, 2.8696, 3.1304, 3.8261~5.6522, 6.5217, 7.3913, 10.4348, 13.0435, 13.9130, 18.6957, 20.4348, 26.0870, 36.9565, 43.1250, 44.9650, 51.7500, 60.3750, 80.5000.100.0000, 100.0030, 100.0060, 100.0090.100.0120, 100.0150.100.0210, 100.0240, 2.0870, 2.5300, 3.1510, 3.8261, 4.8522, 5.7565, 7.3044, 10.0000.11.3043.12.6500, 17.2500, 19.0435, 21.3900.22.7700.25.3000, 33.4650.36.9565, 45.6522'0.3750.86.2500.100.0180.100.0210, 100.0240, 100.0270.100.0300, 100.0330'00.0360, 100.0390, 1.7391," ME 101/I 2 DIR<X.0059,.0086,.0131..0222..0301,.0892,.1388,.2181,.2123,.3056,.3763, 1.4179, 2.3677, 6.9096, 6.7020, 4.0577, 3.8705, 3.7972.4.8168, 4.8901, 4.3486, 4.3562, 4.3586, 4.3586.4.3562, 4.3562, 4.3486, 4.3486, DIR~.0093~.0111,.0174;.0286,.1920,.2390,.6400,.6084,.9330, 2.1441, 2.2600.1.5645, 1.0800.1.0000..6801..5826,.6706,.7696,.8484,.8406,.7006,.7006,.7006,.7006,.7006..7006'7006,.7006.DIR~.0048~2.0870.2.4348, 2.9900, 3.4783, 4.0870, 5.7500, 6.9000, 9.7750, 11.3043, 13.2250, 15.6522, 19.1304, 21.7391, 34.5000~37.9500, 43.1304, 46.OOOO, 52.1739, 60.8696, 86.2500, 100.0010.100.0040, 100.0070.100.0100, 100.0250, 2.3000, 2.7600, 3.4783, 4.1400, 5~2174 e 6.5217, 7.4750, 10.3SOO, 11.7391, 12.8696, 17.9130, 19.3913.21.7350, 23.0000, 26.0870, 34.5000.39.1304, 47.8261, 60.8696, 92.0000.100.0190, 100.0220, 100.02SO, 100.0280.100.03 10.100.0340, 100.0370, 100.0400, 1.9130, 100.0130,;.100.0160, 100.0220,.0070,.0098..0167..0222,.0513..0923,.1915..2181,.2227..3173..6131, 1.6008, 3.1225, 6.9096.6.6219, 4.0564, 3.8483, 3.8730.4.8902, 4.6939, 4.3288'.3288, 4.3288, 4.3288, 4.3586, 4.3586, 4.3486, 4.3486,.0103..0132,.0194..0442,.1920,.2390,.6450,.5381, 1.5200, 2.4600.2.2600, 1.3774.1.0100,.9820,.6522,.6067,.6972,.8408,.8542,.7244,.7006..7006,.7006,.7006..7006,.7006,.7006,.7006'0059, DATE 040182 PAGE 16 INPUT DATA SCAN ME 101/I 2 DATE 040182 PAGE 17 2.0870, 2.4348, 3.0000.3.7950, 4.3478, 6.0870.6.9565, 10.3500, 12.1739, 13.9130, 19.1304, 26.0870, 36.9565, 43.1250.48.8750, 52.5550, 60.5217.63.2500, 92.0000.100.0020.100.0050.100.0080.100.0110, 100.0140, 100.0170, 100.0200.100.0230,+21 COL 79253 TO 48797 TO 48600 TO 51327 TO 347: 348: 349: 350: 351: 352: 353: 354: 355: 356: 357: 358: 359: 360: 361:.362: 363: 364: 365: 366: 367: 368: 369: 370: 371: 372: 373: 374: EOA 375: ENO++++1 4 7 10 COL COL CORE CHANGED FROM~~+CORE CHANGED FROM CORE CHANGED FROM CORE CHANGED FROM.0070,.0098,.0170~.0293,.0892,.1388,.2019,.2123,.2549,.3763, 1.6008, 6.9096, G.7020.4.0577, 3.3983, 3.9049, 4.8386, 4.8901, 4.6939, 4.3586, 4.3562, 4.3562, 4.3562, 4.3288, 4.3288~4.3310, 4.3586, 2.2609'.6087, 3.1304.3.8261.5.6522, 6.5217.7.3913.10.4348, 13.0435, 15.6522, 21.7391, 34.5000, 37.9500, 43.4783, 51.7500, 56.5217,~60.8696, 80.5000, 100.0000, 100.0030, 100.0060~100.0090, 100.0120.100.0150.100.0180, 100.02 10, 100.0240,.0083,.0124,.0222,.0301..0892,.1388,.2181,.2123,.3056,.6131, 3.1225, 6.9096, 6.6219, 3.9746, 3.7972, 4.2237, 4.8902, 4.8901, 4.3486, 4.3562, 4.3586, 4.3586, 4.3562, 4.3562, 4.3562, 4.3562, 4.3486i++43 51 COL COL WORDS~+~WORDS WORDS WORDS 32 COL 48797 DECIMAL 48600 DECIMAL 51327 DECIMAL 55358 DECIMAL 2.3000.2.8696, 3.4783, 4.0870, 5.7500.6.9000, 9.7750, 11.3043, 13.8000, 17.3913, 24.3478, 34.7826, 40.2500, 46.0000.52.1739, 60.3750, 61.0650~86.2500, 100.0010, 100.0040, 100.0070, 100.0100, 100.0130, 100.0160.100.0190~100.0220,~100.0680.+61 COL.0086,.0131,.0222,.0513..0923,.1915.~2181 i-2227..3651,.9609, 5.6300, 6.8850,-5.7278, 3.8483, 3.8730, 4.8168, 4.8901, 4.6939, 4.3288, 4.3288, 4.3288, 4.3288, 4.3586, 4.3586, 4.3562, 4.3562'.3486,+71 COL 80 COL "Y NODE DATA TITLE SP-HCB-108 LINE PROJECT NUMBER: 8856 PROBLEM NUMBER: 5280 USER J.AB I SAMRA LOAD CASES: WT01 ME 101/I2 DATE 040182 PAGE 18 NUMBER OF NODE POINTS DYNAMIC DEGREES OF FREEDOM PUNCHED CARD OUTPUT PLOT REOUESTED 89 267 NOPLOT FOR PLOTTER: NOPLTR DATA PT TYPE TITLE COORDINATES (FT)X Y 2 ADDITIONAL WEIGHT (LBS)SIF INPUT DATA 5 10 15 20 25 ANCH.000-.374-1.506-2.312-2.312.000.000.000.000-.365.000.159.639.981.981.00.00 20.00.00.00 S I F>.1300+01 S IF~.1300>01 S IF~.1300101 30 35 40 45 B 45 T INP 45 E 50 55 60 65 70 75 80 B 80 T INP 80 E-2.312-2.312-2.312-2.312-2.312-2.312-2.312-2.312-3.374-3.374-3.374-3.374-3.374-3.374-3.374-.729-1.333-1.979 1.125 1.542 1.542 1.542 1.542 1.542 1.542 1.542 1.542 1.542 1.542 1.958.981.981.981~.981.981 1.397 1.585 2.647 3.710 3.960 4.783 5.793 6.137 6.554 6.554 20.00 20.00 2.00.00.00.00.00 50.00 50.00 S IF~.130040 1 S IF>.1300401 S IF~.1300401 SIF~.1300401 S IF~.1300401 S IF>.1300401 85 90 95 100 B 100 100 E 105 110 115 120 B 120 120 E 125 T INP T INP-3.374-3.374-3.374-3.374-3.374-3.374"3.374-3.374-3.885-5.707-6.124-6.124-6.124 2.208 4.708 4.708 4.708 4.708 5.125 5.771 6.198 6.198 6.198 6.198 6.198 6.198 6.554 6.554 8.137 8.637 9.054 9.054 9.054 9.054 9.054 9.054 9.054 9.470 11.054.00.00.00.00.00.00 SIF~.1300>01 S IF~.1300+01 5 IF~.1300+01 NODE DATA ME 101/I2 DATE 040182 PAGE 19 DATA TYPE TITLE PT 130 130A 135 135A 137 X-6.124-6.124-6.124-6.124-6.124 COORDINATES Y 6.594 8.177 9.760 11.344 12.927 (FT)2 11.054 11.054 11.054 11.054 11.054 ADDITIONAL WEIGHT (LBS).00.00.00.00.00 SIF INPUT DATA 138 140 140A 145 ANCH 145A 150 155 160 165 170 175 180 8 180 T INP 180 E 185 185A 190 190A 195 200 205 205A 210 210A 215 215A 220 225 8 225 T INP 225 E 230 230A 235 235A 240 245 250 255 8-6.124-6.124-6.124-6.124-6.124-6.124-6.124-3.707-.770-.541-.270-.270-.270-.270-.270-.270-.270-.270'.270-.270-.270-.270-.270-.270-.270-.270-.270-.270-.270.147 2.730 5.714 8.699 11.709 14.720 17.720 17.720 17.720 12.927 14.260 16.260 18.260 21.323 24.385 24.802 24.802 24.802 24.802 24.802 25.505 25.627 25.800 29.835 31.752 33.669 35.762 37.856 38.690 38.690 38.690 38.690 38.690 38.690 38.690 38.690 38.690 38.690 38.690 38.690 38.690 38.690 38.690 38.690 38.690 38.690 38.690 11.970 11.054 11.054 11.054 11.054 11.054 11.054 11.054 11.054 11.054 11.054 11.757 11.879 11.879 11.879,.,~11.879 11.879 11.879 11.879 11.879 12.629 14.280 15~931 18.249 20.566 23.816 27.066 29.129 29.545 29.545 29.545 29.545 29.545 29.545 29.545 29.545 30.077 31.212 20.00.00.00".00.00.00.00.00.00.00.00 5 IF~.1300401 SIF~.1300401 5 IF~.1300401 S IF~.1300+01 SIF~.1300+01 NODE DATA ME 101/I 2 DATE 040182 PAGE 20 DATA PT 255 255 E 260 265 8 265 TYPE TITLE TINP T INP COORDINATES X Y 17.720 38.690 18.136 38.690 18.470 38.690 22.568 38.690 22.740 38.690 (FT)Z 31.629 31.629 31.629 31.629 31.629 ADDITIONAL WEIGHT (LBS).00.00.00.00.00 SIF INPUT DATA 265 E 270 275 280 285 290 290A 295 300 305 310 8 310 TINP 310 E 315 320 B 22.862 23.720 23.720 23.720 23.720 23.720 23.720 23.720 23.720 23.720 23.720 23.720 23.303 22.470 22.470 38.690 38.690 40.294 45.190 45.190 45.419 47.856 50.294 51.065 51.065 51.065 51.065 51.065 51.065 51.523 31.751 32.608 32.608 32.608 32.025 32.025~32.025 32.025 32.025 31.588 31-504 31.088 31.088 31.088 31.088 4-.00.00.00.00.00.00 S IF~.1300+01 SIF~.1300401 S IF>.1300+01 5 IF>.13004 01 S IF~.1300'1 320 320 E 500 T INP ANCH 22.470 22.175 21.645 51.940 51.940 51.940 31.088 31.382 31.913.00.00.00 ELEMENT DATA TITLE SP-HCB-108 LINE PROJECT NUMBER: 8856 PROBLEM NUMBER: 5280 USER J.ABISAMRA LOAD CASES: WT01 ME 101/I2 DATE 040182 PAGE 21 ELEMENT FROM TD TYPE/TITLE MATERIAL ELEMENT LENGTH (FT)PIPE DIAM (IN)WALL'MU WEIGHT UNIF THICK DENS WEIGHT (IN)(PSI)(LB/IN3)(LB/FT)PRESS=(PSI CODE AND CLASS BEND ANGLE RAD (FT)(DEG)5 10 15 10 TNGT 15'NGT 20 TNGT SA376"TP304 SA376-TP304 SA376-TP304 .41 1.23.88 1.31 1.31 1.31.133.283+08.133.283+08.133.283+08.30.30.30 2.750 2.750 2.750 0.SC374 2 0.'SC374 2 0.SC374 2 20 25 30 35 25 30 35 40 TNGT TNGT TNGT TNGT SA376-TP504 SA376-TP304 SA376-TP304 SA376-TP304 .36.36.60.65 1.31 1.31 1.31 t.31.133.283+08.133.283+08.133.283+08.133.283+08.30.30.30.30.00000.00000.00000.00000 2.750 2.750 2.750 2.750 0.0.0.0.SC374 SC374 SC374 SC374 20 45 B 45 E 50 55 60 65 70 75 80 B 80 E 85 90 95 100 B 100 E 105 110 115 120 B 120 E 125 130 130A 135 135A 45 B TNGT 45 E BEND 50 TNGT 55 TNGT 60 TNGT 65 TNGT 70 TNGT 75 TNGT 80 B TNGT 80 E BEND 85 TNGT 90 TNGT 95 TNGT 100 B TNGT t00 E BEND 105 TNGT 110 TNGT 115 TNGT 120 B TNGT 120 E BEND 125 TNGT 130 TNGT 130A TNGT 135 TNGT 135A TNGT 137 TNGT SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376"TP304 SA376-TP304 SA376-TP304 SA376-TP304 1.12.65.19 1.06 1.50.25.82 1.01.34.65.25 2.50 1.58.50.65.65.43.51 1.82.65 1.58.40 1.58 1.58 1.58 1.58 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1~31.133.283408.133.283+08.133.283+08.133.283+08~133..283408.133.283+08.133.283+08.133.283+08.133,283408 .133.283+08.133.283+08.133.283+08.133.283408.133.283+08.133.283+08.133.283408.133.283+08.133.283+08.133.283+08.133.283+08.133.283+08.133.283008.133.283+08.133.283+08.133.283+08.133'283+08.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.00000.00000.00000.00000.00000.00000.00000.00000~00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 0.0.0.0.0.O.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 417 90 000.417 90.000.417 90.000.417 90.000 137 138 TNGT SA376-TP304 .92 1.31.133.283+08.30.00000 2.750 0.SC374 137 140 140A 145 145A 140 140A 145 145A 150 TNGT TNGT TNGT TNGT TNGT SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 1.33 2.00 2.00 3.06 3.06 1.31 1.31 1.31 1.31 1.31.133.283+08.133.283+08.133.283+08.133.283+08.133.283+08.30.30.30.30.30.00000.00000.00000 2.750 2.750 2.750 2.750 2.750 0.0.0.0.0.SC374 SC374 SC374 SC374 SC374 ELEMENT DATA ME 101/I2 DATE 040182 PAGE 22 ELEMENT FROM TD TYPE/TITLE MATERIAL ELEMENT LENGTH (FT)PIPE WALL E MU WEIGHT UNIF DIAM THICK DENS WEIGHT (IN)(IN)(PSI)(LB/IN3)(LB/FT)PRESS (PSI CODE AND CLASS BEND ANGLE RAD (FT)(DEG)150 155 160 165 170 175 180 B 180 E 185 185A 190 190A 195 200 205 205A 210 210A 215 215A 220 225 B 225 E 230 230A 235 235A 240 245 250 255 B 255 E 260 265 B 265 E 270 275 280 285 290 290A 295 300 305 310 8 310 E 315 320 B 320 E 155 160 165 170 175 180 B 180 E 185 185A 190 190A 195 200 205 205A 210 210A 215 215A 220 225 B 225 E 230 230A 235 235A 240 245 250 255 B 255 E 260 265 B 265 E 270 275 280 285 290 290A 295 300 305 310 B 310 E 315 320 8 320 E 500~TNGT TNGT TNGT TNGT TNGT TNGT BEND TNGT TNGT TNGT TNGT TNGT TNGT TNGT TNGT TNGT TNGT TNGT TNGT TNGT TNGT BEND TNGT TNGT TNGT TNGT TNGT TNGT TNGT TNGT BEND TNGT TNGT BEND TNGT TNGT TNGT TNGT TNGT TNGT TNGT TNGT TNGT TNGT BEND TNGT TNGT BEND TNGT SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 .42 2.42 2.94.23.27.99.33 4.04 1.92 1.92 2.09 2.09.83.75 1.65 1.65 2.32 2.32 3.25 3.25 2.06.65 2.58 2.98 2.98 3.01 3.01.53 1.14.65.33 4.10.33 1.21 1.60 4.90.58.23 2.44 2.44.77.44.08.65.83.46.65.75 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31.133.133.133.133.133.133.133.133.133.133.133.133.133.133.133.133.133.133.133.133.133.133.133.133.133.133.133.133.133.133.133.133.133.133.133.133.133.133.133.133.133.133.133.133.133.133.133.133.133.283+08.283408.283408.283+08.283+08.283408.283408.283+08.283+08.283+08.283+08.283+08.283+08.283408.283+08.283+08.283+08.283408.283+08.283+08.283+08.283+08.283408.283+08.283408.283408.283408.283408.283+08.283+08.283408.283+08.283+08.283+08.283+08.283+08.283+08.283+08.283408.283+08.283+08.283+08.283+08.283+08.283+08.283+08.283+08.283+08.283+08.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 SC374 2 SC374 2 SC374 ,2.417 45.000.4 17 90.000.4 17 90.000.417 45.000.417 90.000.417 90.000 RESTRAINT DESCRIPTION TITLE SP-HCB-108 LINE PROJECT NUMBER: 8856 PROBLEM NUMBER: 5280 USER J.ABISAMRA LOAD CASES: WT01 ME 101/I 2.DATE 040182 PAGE 23 POINT TYPE TITLE AXIS DIRECTION COSINES OF X Y RESTRAINT Z TRANSLATIONAL FLEXIBILITY TORSIONAL FLEXIBILITY (IN/LB)(RAD/LB-IN) 5 5 5 25 50 65 65 85 85 95 105 115 115 130 130 135 135 140 140 145 145 145 150 150 160 165 170 185 185 190 190 ANCH ANCH ANCH RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD ANCH ANCH ANCH RAD RAD RAD SPD RAD RAD RAD RAD RAD 1.0000.0000.0000.3908 1.0000.0000 1.0000.0000 1.OOOO.0000.0000.0000 1.0000 1.0000.0000 1.0000.0000 1.OOOO.0000 1.0000 1.0000.0000.0000 1.0000.0000 1.0000.0000.0000 1.0000.9205.0000 1.0000.0000.0000 1.0000.0000 1.0000.0000 1.OOOO.0000 1.0000.OOOO 1.0000 1.0000 1.0000.0000 1.0000.0000 1.0000.000000000000 .000000000000 .000000000000 .000000000000 .000000000000 .000000000000 .000000000000 .000000000000 .000000000000 .000000000000 .000000000000 b RESTRAINT DESCRIPTION ME 101/I2 DATE 040182 PAGE 24 195 195 205 205 210 210 215 215 220 220 230 230 235 235 240 240 250 250 260-.260 275 275 290 290 295 295 305 500 500 500 RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD ANCH ANCH ANCH-A--8--C-1.0000 1.0000 1.OOOO.OOOO 1.0000.0000 1.0000.OOOO.0000.0000.0000.0000 1.0000.0000 1.0000.0000 1.OOOO.0000.0000 1.0000.0000.0000 1.OOOO 1.0000 1.0000 1.0000 1.0000 1.OOOO 1.0000.0000.0000 1.0000 1.0000.0000.OOOO.0000.0000 1.0000.0000.0000 1.0000.0000.OOOO.0000.0000.0000.OOOO.0000 1.0000.0000 1.0000.0000 1.0000.0000 1.0000.0000 1.0000.0000.0000 1.0000.000000000000 .000000000000 .000000000000 .000000000000 .000000000000 .000000000000 .000000000000 .000000000000 .000000000000 DESCRIPTION OF LOAD WT01 TITLE SP-HCB-108 LINE PROJECT NUMBER: 8856 PROBLEM NUMBER: 5280 USER J.ABI SAMRA 1.0AD CASES: WT01 ME101/12 DATE 040182 PAGE 25 THIS IS A WEIGHT ANALYSIS. DIAGNOSTIC MESSAGE ANALYSIS TITLE SP-HCB-108 LINE PROJECT NUMBER: 8856 PROBLEM NUMBER: 5280 USER J.ABI SAMRA LOAD CASES:+ALL+ME 101/I2 DATE 040182 PAGE 26 LEVEL TAG TO DIAGNOSTIC MESSAGE LOAD CASE(S): WT01+WRN++WRN+145 POINT IS ASSUMED TO BE AN INLINE ANCHOR.BANDWIDTH REDUCTION: 18 BAND, 4 PASSES, 89 NODES, 1 START,.057 SEC. DIAGNOSTIC MESSAGE ANALYSIS/TIME FOR ME101I//INPTOO INPT10 TBLDMP INPT20 INPT30 6.139 14.287.000.174.037 CORE CHANGED FROM 55358 TO 48600 DECIMAL WORDS*++CHECKPOINT+++ ME 101/I2 DATE 040182 INPT40 INPT50 INPT60 INPT70 INPT80 INPT90 TOTAL.029.104.032.377 2.125.025 23.329 PAGE 27 OXQT, K+ME 101.ME 101 I THRM01+++ME 101 I+++ME 10 1 I/F E B05 CORE CHANGED FROM 42600 TO CORE CHANGED FROM 48600 TO CORE CHANGED FROM 78741 TO CORE CHANGED FROM 79253 TO CORE CHANGED FROM 48797 TO CORE CHANGED FROM 48600 TO CORE CHANGED FROM 51327 TO 48600 DECIMAL WORDS 78741 DECIMAL WORDS 79253 DECIMAL WORDS 48797 DECIMAL WORDS 48600 DECIMAL WORDS 51327 DECIMAL WORDS 55358 DECIMAL WORDS RESTRAINT DESCRIPTION TITLE SP-HCB-108 LINE PROJECT NUMBER: 8856 PROBLEM NUMBER: 5280 USER J.ABISAMRA LOAD CASES: THRM01 ME 101/I2 DATE 040182 PAGE 28 POINT TYPE 5 ANCH 5 ANCH 5 ANCH TITLE AXIS DIRECTION COSINES OF X Y 1.0000.0000.0000 RESTRAINT z.0000.0000$.0000 TRANSLATIONAL FLEXIBILITY TORSIONAL FLEXIBILITY (IN/Le)(RAD/LB-IN) .000000000000 25 RAD 50 RAD 65 RAD 65 RAD 85 RAD 85 RAD 95 RAD 105 RAD 115 RAD 115 RAD 130 RAD 130 RAD 135 RAD 135 RAD 140 RAD 140 RAD 145 ANCH 145 ANCH 145 ANCH 150 RAD 150 RAD 160 RAD ,1 70 RAD 185 RAD 185 RAD 190 RAD 190 RAD 195 RAD.3908.0000 1.OOOO.0000 1.0000.0000 1.OOOO.0000 1.0000.OOOO.0000 1.0000.0000 1.0000.OOOO 1.OOOO 1.0000.0000 1.0000 1.0000.0000.0000.0000.0000 1.OOOO.0000.0000.OOOO.0000.9205.0000 1.0000.0000.0000 1.0000.0000 1.0000.0000 1.0000.0000.0000 1.0000.0000 1.OOOO 1.0000 1.0000.0000 1.0000.000000000000 .000000000000 .000000000000 .000000000000 .000000000000 .000000000000 .000000000000 .000000000000 .000000000000 .000000000000 .000000000000 .000000000000 RESTRAINT DESCRIPTION ME 101/12 DATE 040182 PAGE 29 195 205 205 210 210 215 2/5 220 220 230 230 235 235 240 240 250 250 260 260 275 275 290 290 295 295 305 500 500 500 RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD, RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD ANCH ANCH ANCH-A--8--C-1.0000.0000 1.0000 1.0000.OOOO.0000 1.0000 1.0000.0000 1.0000.0000 1.0000.OOOO 1.0000.0000.0000.0000 1.0000.0000 1.0000.0000 1.OOOO 1.0000.OOOO 1.OOOO.OOOO 1.0000 1.0000 1.0000.0000.0000.0000 1.0000.0000.0000.0000.OOOO 1.0000.0000 1.0000.OOOO 1.0000 ,.0000 1.0000.0000 1.0000.0000 1.0000.0000 1.0000.0000.0000.0000 1.0000.000000000000 .000000000000 .000000000000 .000000000000 .000000000000 .000000000000 .000000000000 .000000000000 .000000000000 .000000000000 .000000000000 .000000000000 .000000000000 .000000000000 DESCRIPTION OF LOAD THRM01 ME 101/I2 DATE 040182 PAGE 30 TITLE SP-HCB-108 PROJECT NUMBER: 8856 PROBLEM NUMBER: 5280 USER J.ABISAMRA LOAD CASES: THRM01 LINE THERMA STRAINS APPLIED TO ELEMENTS: ELEMENT TYPE/TITLE FROM TO MATERIAL THERMAL STRAIN TEMP (IN/IN)(IN/100FT)(DEG-F)AMBIENT TEMP (DEG-F)5 10 15 20 25 10 15 20 25 30 TNQT TNGT TNGT TNGT TNGT SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 .00109.00109.00109.00109.00109 1.31000 1.31000 1.31000 1.31000 1.31000 200.00 200.00 200.00 200.00 200.00 70.00 70.00 70.00 70.00 70.00 30 35 TNGT 35 40 TNGT 20 45 8 TNGT 45 8 45 E BEND 45 E 50 TNGT SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 .00109.00109.00109.00109.00109 1.31000 1.31000 1.31000.1.31000 1.31000 200.00 200.00 200.00 200.00 200.00 70.00 70.00 70.00 70.00 70.00 50 55 60 65 70 55 60 65 70 75 TNGT TNGT TNGT TNGT TNGT SA376"TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 .00109.00109.00109.00109.00109 1.31000 1.31000 1.31000 1.31000 1.31000 200.00 200.00 200.00 200.00 200.00 70.00 70.00 70.00 70.00 70.00 75 80 B TNGT 80 B 80 E BEND 80 E 85 TNGT 85 90 TNGT 90 95 TNGT 95 100 B TNGT 100 B 100 E BEND 100 E 105 TNGT 105 110 TNGT 110 115 TNGT 115 120 8 TNGT 120 B 120 E BEND 120 E 125 TNGT 125 130 TNGT 130 130A TNGT SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 .00109.00109.00109.00109.00109.00109.00109.00109.00109.00109.00109.00109.00109.00109.00109 1.31000 1.31000 1.31000 1.31000 1.31000 1.31000 1.31000 1.31000 1.31000 1.31000 1.31000 1.31000 1.31000 1.31000 1.31000 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 70.00 70.00 70.00 70.00 70.00 70.00 70.00 70.00 70.00 70.00 70.00 70.00 70.00 70.05 70.00 130A 135 135A 137 137 135 135A 137 138 140 TNGT TNGT TNGT TNGT TNGT SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 .00109.00109.00109.00109.00109 1.31000 1.31000 1.31000 1.31000 1.31000 200.00 200.00 200.00 200.00 200.00 70.00 70.00 70.00 70.00 70.00 DESCRIPTION OF LOAD THRM01 ME 101/I2 DATE 040182 PAGE 31 140 140A 145 145A 150 155 160 165 170 175 140A TNGT 145 TNGT 145A TNGT 150 TNGT 155 TNGT 160 TNGT 165 TNGT 170 TNGT 175 TNGT 180 8 TNGT SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 .00109.00109.00109.00109.00109.00109~.00109.00109.00109.00109 1.31000 1.31000 1.31000 1.31000 1.31000 1.31000 1.31000 1.31000 1.31000 1.31000 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 70.00 70.00 70.00 70.00 70.00 70.00 70.00 70.00 70.00 70.00 180 8 180 E BEND 180 E 185 TNGT 185 185A TNGT'85A 190 TNGT 190 190A TNGT 190A 195 TNGT 195 200 TNGT 200 205 TNGT 205 205A TNGT 205A 210 TNGT 210 210A TNGT 210A 215 TNGT 215 215A TNGT 215A 220 TNGT 220 225 8 TNGT 225 8 225 E BEND 225 E 230 TNGT 230 230A TNGT 230A 235 TNGT 235 235A TNGT SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 .00109.00109.00109.00109.00109.00109.00109.00109.00109.00109.00109.00109.00109.00109.00109.00109.00109.00109.00109.00109 1.31000 1.31000 1.31000 1.31000 1.31000 1.31000 1.31000 1.31000 1.31000 1.31000 1.31000 1.31000 1.31000 1.31000 1.31000 1.31000 1.31000 1.31000 1.31000 1.31000 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 70.00 70.00 70.00 70.00 70.00 70.00 70.00 70.00 70.00 70.00 70.00 70.00 70.00 70.00 70.00 70.00 70.00 70.00 70.00 70.00 235A 240 245 250 255 8 255 E 260 265 8 265 E 270 240 TNGT 245 TNGT 250 TNGT 255 8 TNGT 255 E BEND 4 260 TNGT 265 8 TNGT 265 E BEND 270 TNGT 275 TNGT SA376"TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376"TP304 SA376-TP304 .00109.00109.00109.00109.00109.00109.00109.00109.00109.00109 1.31000 1.31000 1.31000 1.31000 1.31000 1.31000 1.31000 1.31000 1.31000 1.31000 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 70.00 70.00 70.00 70.00 70.00 70.00 70.00 70.00 70.00 70.00 275 280 TNGT 280 285 TNGT 285 290 TNGT 290 290A TNGT 290A f95 TNGT 295 300 TNGT 300 305 TNGT 305 310 8 TNGT 310 8 310 E BEND 310 E 315 TNGT SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 .00109.00109.00109.00109.00109.00109.00109.00109.00109.00109 1.31000 1.31000 1.31000 1.31000 1.31000 1.31000 1.31000 1.31000 1.31000 1.31000 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 70.00 70.00 70.00 70.00 70.00 70.00 70.00 70.00 70.00 70.00 DESCRIPTION OF LOAD 315 320 B TNGT 320 8 320 E BEND 320 E 500 TNGT THRM01 SA376-TP304 SA376-TP304 SA376-TP304 .00109.00109.00109 ME 101/I 2 1.31000 200.00 70.00 1.31000 200.00 70.00 1.31000 200.00 70.00 DATE 040182 PAGE 32 BOUNDARY DISPLACEMENTS AND BOUNDARY LOADS: POINT TYPE TITLE AXIS DIRECTION COSINES OF RESTRAINT X Y Z FORCE (Le)MOMENT DISPLACEMENT (LB-IN)(IN)ROTATION (RAD)5 ANCH 5 ANCH 5 ANCH-A--B--C-.0000 1.0000.0000.0.0.0.0.0.0-.045.021.019.000000.000000.000000 50 RAD.0000.0.0.021.000000 DIAGNOSTIC MESSAGE ANALYSIS TITLE SP-HCB-108 LINE PROJECT NUMBER: 8856 PROBLEM NUMBER: 5280 USER J.AB I SAMRA LOAD CASES:~'ALL4'E 101/I2 DATE 040182 PAGE 33 LEVEL TAG TO DIAGNOSTIC MESSAGE LOAD CASE(S): THRM01+WRN++WRN+~145 POINT IS ASSUMED TO BE AN INLINE ANCHOR.BANDWIDTH REDUCTION: 18 BAND, 4 PASSES, 89 NODES, 1 START,.056 SEC. DIAGNOSTIC MESSAGE ANALYSIS ME 101/I2 DATE 040182 PAGE 34 4'TIME FOR ME101I I INPTOO INPT10 TBLOMP INPT20 INPT30 INPT40 INPT50 INPT60 INPT70 INPT80 INPT90 TOTAL 6.134 11.256.000.174.037.026.104.031.372 1.078.025 19.238 CORE CHANGED FROM 55358 TO 48600 DECIMAL WORDS<<~~CHECKPOINT*~~ OXOT.KM i ME 101.ME 101 I SAM01+++ME1011+++ ME101I/FEB05 CORE CHANGED FROM 42600 TO CORE CHANGED FROM 48600 TO CORE CHANGED FROM 78741 TO 48600 DECIMAL WORDS 78741 DECIMAL WORDS 79253 DECIMAL WORDS INPUT DATA SCAN TITLE SP-HCB-108 LINE PROJECT NUMBER: 8856 PROBLEM NUMBER: 5280 USER J.ABISAMRA LOAD CASES ME 101/I2 DATE 040182 PAGE 35 OL COL 7 10++C 1 4++1: HEO 2: 3: 4: 5: 6: ANC 7: 8: 9: 10: 11: 12: 13: 14: 15: 16: 17: 18: RAO 19: 20: 21: 22: 23: 24: 25: RAD 26: 27: 28: 29: 30: RAO 31: 32: RAO 33: 34: 35: 36: 37: 38: RAD 39: 40: RAD 41: 42: 43: 44: RAD 45: 46: 5-.0451 30 35 40 20 45 50 50 55 60-1-.75 65 65 65 70 75 80 85 85 85 90 95 95 100 10-0-4.49 15-1-1.58 20-0-9.67 25 25.391 COL 21+.021-0-4.375-0-4.375-0-7.25-0-7.75 1-6.5 0-8 2.5 COL 32 COL 43.0192 0-1.91 0-5.76 0-4.1.921 0-7.25 5D 1-.75 1-.75 0-3 1-7 0-11 SD 0-9-7/8 1-.125 0-9.125 5O COL COL COL 51 61 71+++TIT%SP-HCB-108 LINE, PROJNO 8856 PROBN0%5280 E IGEN%3, MODES%35,PER%0.01, UNI TS%2, USER%J.ABI SAMRA, PHASE%CNT, DX%.007,DY%.0003,DZ%.007,.OD%1.315, THI~.133, TEMP%200,LBS/FT ~2.75.CODE%SC374,CLASS%2, PPRESS%30,0PRESS%30, MAT%SA376-TP304 ~E%28.3E6~SC%18800, SH%17800.SIF%1.3~S IF%1.3, AODWT%20, SIF%1.3, PHASE%CNT, OX.007,02%.007, SIF%1.3, ADDWT%20, 5 IF~1.3, ADDWT%20, ADDWT$2, PHASE%CNT,DISP%.021, OY%.0003, SIF%1.3, SIF~1.3, PHASEKRB, OX%.032'HASE%RB, DY%.002, SIF%1 3,AODWT%50 5 IF~1.3, AODWT%50, PHASE%RB, OX$.032.PHASE%RB, DZ%.056, SIF~1.3, PHASE%RB, DY%.002, COL 80 INPUT DATA SCAN 1-.75 0-5.125 110 115-0-6.125 115 120-2-2-7/8 125 130 1301.0 0-4.75 3-2 3-2 1-4 4.0 6-1.5 0-5 1652-11.25 165 1 1700-2.75 170 1750-3.25 180 185 1851.0 0-9.9 4-2.5 3-10 4-2.25 47: 105 48: RAD 1051.0 49: 50: 51: 52: RAD 53: 54: RAD 115 55: 57: 58: 59: RAO 60: 61: RAD 130 62: 63: 135 64: RAO 1351.0 65: 66: RAD 135 67: 68: 137 69: 138 70: 137140 7 1: RAD 1401.0 72: 73: RAD 140 74: 75: 145 76: ANC 145 77: 78: 145150 79: RAD 1501.0 80: 81: RAD 150 82: 83: 155 84: 1602-5 85: RAO 160 86: 87: 88: SPD 89: 90: RAD 91: 92: 93: 94: 95: RAD 96: 97: RAD 185 98: 99: 190 100: RAO 1901.0 101: 102: RAD 190 103: 104: 195 105: RAD 1951.0 106: 2.0 5D 0-11 1.0 1.0 1.0 1.0 1.0 1.0 0-9.9 SD ME 101/I2 PHASE$RB, DX$.032, SIF%1.3, PHASE$RB, DY$.002, PHASE$RB, DZ$.056.SIF%1 3~PHASEKRB, OX$.032, PHASE%RB, DZ%.056, SEG$2, PHASEKRB, DXa 084'HASEQRB, OZ$.064, SEG%2, SIF 1.3iADDWT 20'HASEKRB, OX$.084, PHASE$RB.DZ$.064, SEG%2, PHASE%RB, DX$.084,DY$.004,DZ%.064, SEG%2, PHASE%RB.OX%084~PHASE%RB, OZ$.064, SIF%1.3.PHASE$RB.DZ$.064.PHASE$RB, DZ$.064, SIF~1.3, PHASE$RBe DX$.084, PHASE%RB.OZ~.064, SEG$2.PHASE%RB, DX$.084, PHASE$RB, DZ$.064, SEG%2~PHASE%RB, DX%.084'ATE 040182 PAGE 36 INPUT 107: 108: 109: 110: 111: 112: 113: 114: 115: 116: 117: 118: 119: 120: 121: 122: 123: f24: 125: 126: 127: 128: 129: 130: 131: 132: 133: 134: 135: 136: 137: 138: 139: 140: 141: 142: 143: 144: 145: 146: 147: 148: 149: 150: 151: 152: 153: 154: 155: 156: 157: 158: 159: 160: 161: 162: 163: 164: 165: 166: DATA RAD RAO RAD RAD RAD RAD RAD RAO RAD RAD RAO RAD RAD RAD RAD RAD RAD RAO RAO RAD RAD SCAN 195 200 205 2051.0 205 210 2101.0 210 215 2151.0 215 220 2201.0 220 225 2303.0 230 230 2355-11"5/8 235 235 2406-.25 240 240" 2453.0 250 2501.0 250 255 2600-9 260 260 2654-3.25 2700-1 1.756 275 2751.0 275 280 285 1.0 0-10 0-9 1.0 3-3-5/8 1.0 4-7-5/8 1.0 6-6 1.0 2-5.75 50 1.0 1.0 1.0 1.0 1.0 1.0 0-6-3/8 1.0 1.0 1-7.25 1-6-5/8 50 1.0 0-11.756 5D 1.0 4-10.75-0-7 PHASE%RB, DZ%.064, SIF%1.3, PHASEKRB, OX%.084, PHASE%RB.OY%.004, SEG%2, PHASE%RB, DX%.084, PHASE%RB, DY%.004.SEG%2.PHASE%RB, DX%.084, PHASE%RB, OY%.004.SEG%2, PHASE%RB.DX%.084, PHASE%RB, DY%.004, PHASE%RB.OY$.01'HASE%RB, DZ%.064, SEG%2, PHASE%RB, DY%.015, PHASE%RB.OZ%.064.SEG%2.PHASE%RB, DY%.015, PHASE%RB.DZ%.064.SIF%1.3, PHASEKRB, DX%.084.PHASE%RB, DY%.015.PHASE%RB, DY%.015, PHASEQRB, DZ%.064, SIF%1.3, PHASE%RB.OX%.084, PHASE%RB, DZ%.064.SIF%1.3.SIF~1.3, ME 101/I 2 DATE 040182 PAGE 37 INPUT DATA SCAN ME 101/I2 DATE 040182 PAGE 38 167: 168: RAD 169: 170: RAD 171: 172: 173: RAD 174: 175: RAD 176: 177: 178: 179: RAD 180: 181: 182: 183: 184: 185: ANC 186: 187: ACE 188: ACE 189: ACE 190: ACE 191: ACE 192: 193: 194: 195: 196: 197: 198: 199: 200: 201: 202: 203: 204: 205: ACE 206: 207: 208: 209: 210: 211: 212: 213: 214: 215: 216: 217: 218: 219: ACE 220: 221: 222: 223: 224: 225: 226: 290 2901.0 290 295 2951.0 295 300 305 305 0-2.75 4" 10.5 0-9.25 1.0 0-10.5 1.0 1.0-0-5.25-0-6 0-9.9 5D 5D.1000, 2.2500, 2.5000, 4.3000, 6.3000.13.2000, 20.0000, 26.0000.28.9000, 100.0000, 100.0030, 100.0060, 100.0090..1000.3.5000.5.1000, 6.9000.12.5000~23.0000.30.0000, 33.0000.100.0010, 100.0040, 100.0070, 100.0100, 100.0130,.1000, 2.1660, 2.3500, 4.8000, 5.8500, 1 1.0000, 18.OOOO,.0000, 1.2251, 2.3450, 4.9813, 2.5635, 2.7602, 1.1751,.7800,.6097,.3730,.3733..3716,.3716,.0150,.4400.2.9600, 3.3200, 3.9600, 1.1479,.5568,.3300,.2894'2911,.2911,.2911,.2914,.0000,.8645, 2.3450, 3.5600, 1.7057, 1.2140.1.4000,.9200, 2.3000, 2.8000.5.5000.7.3000, 14.0000, 24.0000, 27.2000, 33.9500, 100.0010,'I 00.0040, 100.0070,.1150, 3.8000, 5.8000.10.5000, 19.8000, 25.0000.31.0000, 34.0000, 100.0020, 100.0050, 100.0080, 100.01 10..8000, 2.2500.2.7000, 5.0000.6.7500, 11.5000, 19.2000, 310 315-f-3 320 500-0-9.9 500 PHASE%RB, DX%.138, PHASE%RB, DZ%.071, SEG%2, PHASE%RB, DX%.138, PHASE%RB~DZ%.071.SIF%1.3, PHASE%RB.DY%.02, SIF%1.3.LDNAME%SEI 501.TITLE%ENVELOPE OF OBERBC719 TYP%3,POI%37, DIR%X.4495, 1.7000, 1.6304e"., 2'500e 5.3600, 4.2000, 1.6089, 5.7000, 4.8500, 12.0000.2.0700, 15.0000.1 0200 25 0000.7800,-28.0000,.4045, 35.0000,.37 16, 100.0020,.37 16, 100.0050,.3716, 100.0080,.9728, 2.3450, 5.3600, 1.6649, 4.8500, 2.0700,.8691..6608,.3730,.3741,.3716,.3716, DIR%Y.0178,.7889, 2.9600, 3.3200, 3.9600, 1.0600,.4212,.2900~.2897,.2894,.2894,.2894,.4000, 4.3000, 6.8000.12.0000, 20.8300, 28.0000, 32.0000, 100.0000.100.0030.100.0060.100.0090, 100.0120..1716, 1.5045, 3.2581, 3'307o 2.7177, 1.0600,.3300,.2900,.2894,.2897,.2897..2894, DIR%Z.3064, 1.2045'.3450, 2.9819.1.9300.1.1028..9295, 1.2900.2.3000, 3.2000.5.7000.10.0000.12.2000.30.0000..4189, 1.6304, 3.5600, 1.6770.1.9300, 1.4000,.5800.PHASE%RB, DX%.138,DY%.02,DZ%.071, b INPUT DATA SCAN ME 101/I2 DATE 040182 PAGE 39 227: 228: 229: 230: 231: 232: 233: EOA 234: ACE 235: ACE 236: ACE 237: ACE 238: ACE 239: 240: 241: 242: 243: 244: 245: 246: 247: 248: 249: 250: ACE 251: 252: 253: 254: 255: 256: 257: 258: 259: 260: 261: 262: ACE 263: 264: 265: 266: 267: 268: 269: 270: 271: 272: 273: 274: EOA 275: ACE 276: ACE 277: ACE 278: ACE 279: ACE 280: 281: 282: 283: 284: 285: 286: 35.0000, 100.0010, 100.0040, 100.0070, 100.0100, 100.0130,.1000, 1.6700'.5000.5.0000.7.2000, 14.0000, 22.0000, 31.2500, 43.0020, 43.0050, 43.0080,.1000, 1.2900, 3.3000~6.7000, 12.5000, 21.0000, 25.0000.29.5000, 100.0010, 100.0040, 100.0070,.1000,.5660..9800, 1.6700, 2.5000, 4.8000'.0000.14.0000, 20.5000, 31.2500, 100.0010,.1000, 2.7000, 4.4000, 6.5000, 10.7000, 12.5000, 23.0000,.2786,.2500'2500,.2500,.2500,.2500,.0300,.8755, 2.1700, 1.5615, 3.4800, 1.8571,.8600,.4730,.4727,.4727,.4734,.0240,.3902, 1.0458, 2.1900, 1.8682, 1.7000,.7000,.4671,.4127,.4130,.4130,.0300,.2593,.3833,.8755.2.1700, 2.3100, 1.6850,.8600,.6100, 3322..3230,.0080,.0251,.2750..2340,.2500..2500,.6408, 37.0000, 100.0020, 100.0050, 100.0080.100.01 10,.1200, 1.7000.2.9000, 5.3000.7.4000, 14.5000, 25.OOOO, 43.0000, 43.0030, 43.0060, 43.0090..1200, 2.2000, 3.5000.7.2000, 13.0000, 23.0000, 26.6600, 32.5000, 100.0020, 100.0050, 100.0080,.1200,.7500, 1.2000, 1.7000.2.8000, 5.0000, 8.8000, 14.8000, 23.3300, 32.0000, 100.0020, 1.7000.3.2000, 5.6000, 7.0000.11.5000~15.5000, 24.3478,.2500,.2500,.2500,.2500..2500.100.0000, 100.0030, 100.0060, 100.0090, 100.0120, LDNAME~SEI 502, TITLE%ENVELOPE TYP>3,POI~33, DIR>X 0478, 1.2000,.9000, 2.0000.2.7900, 4.3000.1.6010, 6.0000~3.6400, 12.0000.1.6600, 17.2000,.8600, 28.0000,.4730, 43.0010,.4727'3.0040,.4735, 43.0070,.4727, 100.0010, DIR~Y.0452,.4000,.2330,.9500, 1.4500, 2.0000, 3.3000, 5.3000.12.5000, 18.0000, 30.0000, 100.0000, 100.0030, LDNAME>SEIS03, TITLE~ENVELOPE~3,COEF~CS4 ~X 2.6087, 3.8000, 6.2000.9.2000, 12.1739, 19.9800, 26.0000, TYP DIR.0080,.0750,.2750,.4060,.2082,.5780,.6671,.4731, 2.7000, 1.1600...'5.1000, 2.2500, 12.OOOO, 1.9400, 19.2000,.8232, 24.0000,.5700, 28.0000, 4130 100 0000.4121, 100.0030,.4130, 100.0060,.4 130, 100.0090, DIR~Z.0432..3037,.4713..9000, 2.1700.1.8682, 1.6850,.7800,.6100,.3230,.3230..2500,.2500,.2500,.2500,.2500, OF SSERBC719.6512,.9900, 2.7900, 1.9209, 3.6400, 1.1738,.5763,.4735,.4735,.4727,.4730,.2115,.7361, 2.1900.2.2500, 1.9400,.7497,.5700,.4130,.4127,.4130,.4130,.1265,-3727'6940,.9900.2.3100, 1.6010,.9130,.7800,.3646,.3230,.3230, OF SRVRBC719 , POI~54..0151,.0800,.2340,.4060,.2340,.5940..7500. INPUT 287: 288: 289: 290: 291: 292: 293: 294: 295: 296: 297: 298: DATA SCAN ACE 32.0000.54.5000~70.0000, 86.0000, 100.0540, 100.0570, 100.0600, 100.0630, 100.0660, 100.0690'00.0720, 1.5940,.8750,.6720,.3280,.2730,.2730,.2730,.2730,.2730,.2730,.2730.42.5000.57.0000, 74.9000, 92.0010.100.0550, 100.0580.100.0610, 100.0640, 100.'0670, 100.0700, 100.0730.1.5940,.8750,.4060,.3280,.2730,.2730,.2730,.2730,.2730,.2730,.2730.OIR~ME 101/I2 48.0000, 64.0000, 80.5000, 100.0010, 100.0560.100.0590, 100.0620, 100.0650, 100.0680, 100.0710, 100.0740, Y 1.0000,.6720,.3408,.2730,.2730,.2730,~2730e.2730,.2730,.2730,.2730, DATE 040182 PAGE 40 299: 300: 301: 302: 303: 304: 305: 306: 307: 308: 309 310: 311: 312: 313: 314: 315: 316: 317: 318: 319: 320: 321: 322: 323: 324: 325: 326: 327: 328: 329: 330: 331: 332: 333: 334: 335: 336: 337: 338: 339: ACE EOA ACE ACE ACE.1000, 3.0000, 4.0500, 5.4050, 6.0870, 6.9565, 9.7750, 10.4348, 1 1.7381, 12.8696, 17.9130, 19.3913, 22.7700, 24.1500, 28.5000, 45.9000, 72.6800, 85.0000,.1000, 3.4500, 4.0000, 10.OOOO.19.0000, 26.0000, 48.0000, 64.OOOO, 86.0000, 100.0550.100.0580, 100.0610.100.0640, 100.0670, 100.0700, 100.0730, 100.0760, 100.0790,.0160,.0310~.1060,.1380,.1740,.2890,.5050,.4431,.7200, 1.5700, 1.4207,.7856~.6230,.5050,.3590,.2270,.1789,.1640,.0160,.0187,.0192,.0780,.4530,.7500, 1.0000,.6720,.2810,.2500,.2500,.2500,.2500,.2500,.2500,.2500,.2500..2500, 1.7000, 3.2500, 4.4000, 5.6522, 6.5217, 7.3044, 10.3500, 11.3043, 11.7500, 13.0435.17.9400, 20.0000, 23.0000, 25.1850, 34.0000, 57.0000.74.5000.100.0070, 1.7000, 3.4783, 5.0000, 13.0435, 20.7000, 32.0000, 54.5000, 70.0000, 100.0040, 100.0560, 100.0590'00.0620, 100.0650, 100.0680.100.07 10.100.0740.100.0770.100.0800,.0160,.0310,.1060..1510,.1740,.4750,.4700,.6330,.7212, 1.6900'.4100..6817,.6130,.4078,.3440,~.2190..1664,.1410, DIR.0160,.0190,.0284,.1597,.4702, 1.5940,.8750,.6720,.2500,.2500,.2500,.2500,.2500,.2500,.2500,.2500,.2500,.2500.2.3000, 3.5000, 4.7826, 5.7565, 6.9000, 7.3913, 10.4075.!11.5000, 12.1739, 17.2500, 18.4000, 20.7000, 23.6900, 25.2500, 42.0000,'8.0000,'0.0000, 100.0480, 3.2200, 3.7950.7.0000,'6.0000, 21.7391.42.5000, 57.OOOO, 74.9000, 100.0540, 100.0570.100.0600.100.0630..100.0660,'100.0690,>100.0720>> -'100.0750. 100.0780, 100.0810, LDNAMERSE I 504, TITLE~ENVELOPE OF.0200..0350,.1380,.1700,.2741,.5050,.4510,.6707,.9010, 1.6900, 1.1500,.6230,.5660,.4060,.2340,.2190,.1640,.1410,.0184~.0190,.0470,.2500,.5240, 1.5940,.8750,.4060,.2500,.2500,.2500,.2500,.2500,.2500,.2500..2500,.2500..2500, CHGCORBC719 340: 341: 342: 343: 344: 345: 346: ACE ACE 1.739'I, 2.2609, 2.6087, 3.0000, 3.7950,.0048,.0083,.0124,.0170,.0293, 1.9130.2.3000.2.8696.3.1304, 3.8261,.0059,.0086,.0131,.0222,.0301, 2.0870, 2.4348, 2.9900, 3.4783, 4.0870,.0070,.0098,.0167 e.0222,.0513, TYP~3,COEF<CS4,POI~84, DIR~X INPUT DATA SCAN 347: 348: 349: 350: 351: 352: 353: 354: 355: 356: 357: 358:359: 360: 361: 362: 363: 364: 365: 366: 367: 368: 369: 370: ACE 371: 372: 373: 374: 375: 376: 377: 378: 379: 380: 381: 382: 383: 384: 385: 386: 387: 388: 389: 390: 391: 392: 393: 394: 395: 396: 397: 398: 399: ACE 400: 401: 402: 403: 404: 405: 406: 4.3478, 6.0870, 6.9565, 10.3500.12.1739, 13.8000.17.3913~19.2174, 24.3478, 34.7826, 40.2500, 43.4783'8.8750, 56.5217, 63.2500, 92.0000, 100.0020.100.0050.100.0080, 100.01 10, 100.0140~100.0170, 100.0230, 1.7391, 2.4000, 2.9900.3.7950, 4.6000, 5.6522, 6.9000, 9.6600, 10.4075, 12.1739, 17.0200, 18.2609, 20.7000, 22.1950, 24.1500, 28.4348, 34.7826, 43.4783, 57.5000, 80.5000, 100.0030, 100.0200.100.0230, 100.0260, 100.0290, 100.0320, 100.0350.100.0380,.1000.2.0870, 2.4348, 3.0000.3.7950.4.3478'.0870.0892,.1388,.2019,.2123,.2549,.3651,.9609, 1.6480, 5.6300, 6.8850, 5.7278, 3.9746.3.3983, 4.2237, 4.8901, 4.6939, 4.3586, 4.3562, 4.3562, 4.3562, 4.3288, 4.3486, 4.3486,.0071..0107..0159,.0277,.1353,.1970,.3445,.6450..5591, 1.5200, 2.4600, 2.0219, 1.0800, 1.0000,.7551,.5826,.6138,.6972,.8409,.8542,.7006,.7006,.7006,.7006,.7006,.7006,.7006,.7006,.0048,.0070,.0098,.0170,.0293,.0892,.1388, 5.6522, 6.5217, 7.3913, 10.4348, 13.0435, 13.9130, 18.6957, 20.4348, 26.0870'6.9565, 43.1250, 44.9650, 51.7500.60.3750, 80.5000, 100.0000, 100.0030, 100.0060, 100.0090, 100.0120, 100.0150, 100.02 10.100.0240.2.0870.2.5300, 3.1510, 3.8261, 4.8522, 5.7565'.3044, 10.0000, 11.3043.12.6500, 17.2500.19.0435.21.3900, 22.7700.25.3000, 33.4650, 36.9565, 45.6522, 60.3750, 86.2500, 100.0180, 100.0210.100.0240, 100.0270.100.0300, 100.0330, 100.0360.100.0390.1.7391, 2.2609, 2.6087'.1304, 3.8261, 5.6522, 6.5217..0892,.1388,.2181,.2123,.3056,.3763, 1.4179, 2.3677, 6.9096, 6.7020, 4.0577, 3.8705, 3.7972, 4.8168, 4.8901, 4.3486, 4.3562, 4.3586, 4.3586, 4.3562, 4.3562, 4.3486, 4.3486, DIRQ.0093,.0111,.0174.,~0286i.1920,.2390,.6400,.6084,.9330, 2.1441, 2.2600, 1.5645, 1.0800, 1.0000,.6801,.5826,.6706,.7696,.8484,.8406,.7006,.7006,..7006,.7006,.7006,.7006,.7006,.7006, DIRa.0048,.0083,.0124,.0222,.0301~.0892,.1388,~0923,.1915,.2181,.2227'3173,.6131, 1.6008.3.1225, 6.9096, 6.6219, 4.0564, 3.8483, 3.8730, 4.8902, 4.6939'.3288, 4.3288, 4.3288, 4.3288.4.3586, 4.3586'.3486, 4.3486, 100.0040.-100.0070.100.0100, 100.0130.100.0160, 100.0220.100.0250, 2.3000~2.7600.".3.4783;4.1400.5.2174.6.5217, 7.4750, 10.3500.11.7391, 12.8696, 17.9130.19.3913.21.7350~23.0000.26.0870'4.5000, 39.1304, 47.8261, 60.8696, 92.0000, 100.0190,'1 00.0220~100.0250, 100.0280, 100.0310, 100.0340, 100.0370, 100.0400, 1.9130, 2.3000, 2.8696, 3.4783, 4.0870, 5.7500, 6.9000,.0103,.0132..0194, 0442,.1920,.2390,.6450,.5381, 1.5200, 2.4600, 2'600, 1.3774, 1.0100,.9820,.6522,.6067,.6972,.8408,.8542,.7244,.7006,.7006,.7006,.7006,.7006,.7006,.7006,.7006,.0059,.0086,.0131,.0222,.0513,.0923,.1915, ME 101/I 2 1 S.7500, 6.9000, 9.7750, 11.3043, 13.2250, 15.6522, 19.1304, 21.7391.34.5000, 37.9500, 43.1304, 46.0000, 52.1739, 60.8696, 86.2500, 100.0010, DATE 040182 PAGE 41 INPUT DATA SCAN ME 101/I 2 DATE 040182 PAGE 42 7.3913, 10.4348, 13.0435.15.6522, 21.7391.34.5000, 37.9500, 43.4783, 51.7500, 56.5217, 60.8696, 80.5000, 100.0000~100.0030, 100.0060, 100.0090, 100.0120.100.0150, 100.0180, 100.0210, 100.0240, 6.9565, 10.3500, 12.1739, 13.9130, 19.1304, 26.0870, 36.9565, 43.1250, 48.8750, 52.5550, 60.5217, 63.2500, 92.0000, 100.0020, 100.0050, 100.0080, 100.01 10, 100.0140, 100.0170, 100.0200, 100.0230,.2019,.2123,.2549,.3763, 1.6008, 6.9096'.7020, 4.0577, 3.3983, 3.9049, 4.8386, 4.8901, 4.6939, 4.3586, 4.3562, 4.3562, 4.3562, 4.3288, 4.3288, 4.3310, 4.3586, 32 43 COL COL 48797 DECIMAL WORDS 48600 DECIMAL WORDS 51327 DECIMAL WORDS 51585 DECIMAL WORDS 55358 DECIMAL WORDS 21 COL 79253 TO 48797 TO 48600 TO 51327 TO 51585 TO 407: 408: 409: 410: 411: 412: 413: 414: 415: 416: 417: 418: 419: 420: 421: 422: 423: 424: 425: 426: 427: 428: EOA 429: END++++1 4 7 10 COL COL CORE CHANGED FROM CORE CHANGED FROM*tt CORE CHANGED FROM CORE CHANGED FROM CORE CHANGED FROM.2181..2123,.3056,.6131, 3.1225~6.9096, 6.6219, 3.9746, 3.7972, 4.2237, 4.8902, 4.8901.4.3486, 4.3562, 4.3586, 4.3586, 4.3562, 4.3562, 4.3562, 4.3562, 4.3486, 51 COL 9.7750, 11.3043.13.8000, 17.3913.24.3478, 34.7826, 40.2500, 46.0000, 52.1739, 60.3750, 61.0650, 86.2500'00.0010, 100.0040, 100.0070, 100.0100, 100.0130, 100.0160~100.0190, 100.0220, 100.0680, 61 COL.2181,~2227..3651,.9609, 5.6300, 6.8850o 5.7278, 3.8483, 3.8730, 4.8168, 4.8901, 4.6939, 4.3288, 4.3288, 4.3288, 4.3288, 4.3586, 4.3586, 4.3562, 4.3562, 4.3486,+71 COL 80 COL NODE DATA TITLE SP-HCB-108 LINE PROJECT NUMBER: 8856 PROBLEM NUMBER: 5280 USER J.AB I SAMRA LOAD CASES: SAM01 ME 101/I2 DATE 040182 PAGE 43 NUMBER OF NODE POINTS DYNAMIC DEGREES OF FREEDOM PUNCHED CARD OUTPUT PLOT REOUESTED 89 267 NOPLOT FOR PLOTTER: NOPLTR DATA PT TYPE TITLE COORDINATES (FT)X Y z ADDITIONAL WEIGHT (LBS)SIF INPUT DATA 5 10 15 20 25 ANCH.000-.374-1.506-2.312-2.312.000.000.000.000-.365.159.639.981.981.00.00 20.00 SIF~.1300401 S IF~.1300+01 S IF~.1300+01 30 35 40 45 8 45 T INP 45 E 50 55 60 65 70 75 80 B 80 T INP 80 E-2.312-2.312-2.312-2.312-2.312-2.312-2.312-2.312-3.374-3.374-3.374-3.374-3.374-3.374-3.374-.729-1.333-1.979 1.125 1.542 1.542 1.542 1.542 1.542 1.542 1.542 1.542 1.542 1.542 1.958.981.981.981.;.981.981 1.397 1.585 2.647 3.710 3.960 4.783 5.793 6.137 6.554 6.554 20.00 20.00 2.00.00.00.00.00.00 50.00 50.00.00.00.00 SIF~.1300+01 S IF~.1300401 S IF~.1300+01 S IF~.1300+01 S IF<.1300401 S IF>.1300+01 85 90 95 100 B 100 100 E 105 110 115 120 B 120 120 E 125 T INP T INP-3.374-3.374-3.374-3.374-3.374-3.374-3.374-3.374-3.885-5.707-6.124-6.124-6.124 2.208 4.708 4.708 4.708 4.708 5.125 5.771 6.198 6.198 6.198 6.198 6.198 6.198 6.554 6.554 8.137 8.637 9.054 9.054 9.054 9.054 9.054 9.054 9.054 9.470 11.054.00.00.00.00.00.00.00.00 5 IF a.1300+01 S IF>.1300@01 SIF~.1300+01 NODE DATA ME 101/I 2 DATE 040182 PAGE 44 DATA TYPE TITLE PT 130 130A 135 135A 137 X-6.124-6.124-6.124-6.124-6.124 COORDINATES Y 6.594 8.177 9.760 11.344 12.927 (FT)z 11.054 11.054 11.054 11.054 11.054 ADDITIONAL WEIGHT (LBS).00.00.00 SIF INPUT DATA 138 140 140A 145 ANCH 145A 150 155 160 165 170 175 180 8 180 T INP 180 E 185 185A 190 190A 195 200 205 205A 210 210A 215 215A 220 225 8 225 TINP 225 E 230 230A 235 235A 240 245 250 255 8-6.124-6.124-6.124-6.124-6.124-6.124-6.124-3.707-.770-.541-.270-.270-:270-.270-.270-.270-.270-.270-.270-.270-.270-.270-.270-.270-.270-.270-.270-.270-.270.147 2.730 5.714 8.699 11.709 14.720 17.720 17.720 17.720 12.927 14.260 16.260 18.260 21.323 24.385 24.802 24.802 24.802 24.802 24.802 25.505 25.627 25.800 29.835 31.752 33.669 35.762 37.856 38.690 38.690 38.690 38.690 38.690 38.690 38.690 38.690 38.690 38.690 38.690 38.690 38.690 38.690 38.690 38.690 38.690 38.690 38.690 11.970 11.054 11.054 11.054 11.054 11.054 11.054 11.054 11.054 11.054 11.054 11.757 11.879 11.879 11.87911.879 11.879 11.879 11.879 11.879 12.629 14.280 15.931 18.249 20.566 23.816 27.066 29.129 29.545 29.545 29.545 29.545 29.545 29.545 29.545 29.545 30.077 31.212 20.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00 S IF~.1300+01 SI F>1300+01 5 IF~.1300+01 SIF~.1300+01 S IF~.1300+01 NODE DATA ME 101/12 DATE 040182 PAGE 45 DATA PT 255 255 E 260 265 B 265 TYPE TITLE T INP T INP COORDINATES X Y 17.720 38.690 18.136 38.690 18.470 38.690 22.568 38.690 22.740 38.690 (FT)2 31.629 31.629 31.629 31.629 31.629 ADDITIONAL WEIGHT (LBS).00.00.00.00.00 SIF INPUT DATA 265 E 270 275 280 285 290 290A 295 300 305 310 B 310 TINP 310 E 315 320 8 22.862 23.720 23.720 23.720 23.720 23.720 23.720 23.720 23.720 23.720 23.720 23.720 23.303 22.470 22.470 38.690 38.690 40.294 45.190 45.190 45.419 47.856 50.294 51.065 51.065 51.065 51.065 51.065 51.065 51.523 31.751 32.608 32.608 32.608 32.025 32.025 32.025 32.025 32.025 31.588 31.504 31.088 31.088 31.088 31.088 gi.00.00.00.00.00.00.00.00.00.00 S IF~.1300t 01 SIF~.1300t01 S IF~.1300t01 S IF~.1300+01 SIF~.1300t01 320 320 E 500 TINP ANCH 22.470 22.175 21.645 51.940 51.940 51.940 31.088 31.382 31.913 ELEMENT TITLE PROJECT NUMBER PROBLEM NUMBER USER LOAD CASES DATA SP-HCB-108 LINE 8856 5280 J.ABI SAMRA SAM01 ME 101/I 2 DATE 040182 PAGE 46 ELEMENT FROM TO TYPE/TITLE MATERIAL ELEMENT LENGTH (FT)PIPE WALL E DIAM THICK (IN)(IN)(PSI)MU WEIGHT DENS (LB/IN3)UNIF WEIGHT (LB/FT)PRESS (PSI CODE AND CLASS BEND ANGLE RAO (FT)(DEG)5 10 15 20 25 30 35 10 15 20 25 30 35 40 TNGT TNGT TNGT TNGT TNGT TNGT TNGT SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 .41 1.23.88.36.36.60.65 1.31 1.31 1.31 1.31 1.31 1.31 1.31.133.283408.30.00000.133.283+08.30.00000.133.283+08.30.00000.133.283408.30.00000.133.283+08.30.00000.133.283+08.30.00000.133.283+08.30.00000 2.750 2.750 2.750 2.750 2.750 2.750 2.750 0.0.'.0.0.0.0.SC374 SC374 SC374 SC374 SC374 SC374 SC374 20 45 B 45 E 50 55 60 65 70 75 80 B 80 E 85 90 95 100 B 100 E 105 110 115 120 B 120 E 125 130 130A 135 135A 45 8 TNGT 45 E BEND 50 TNGT 55 TNGT 60 TNGT 65 TNGT 70 TNGT 75 TNGT 80 B TNGT 80 E BEND 85 TNGT 90 TNGT 95 TNGT 100 B TNGT'100 E BEND 105.TNGT 110 TNGT 115 TNGT 120 8 TNGT 120 E BEND 125 TNGT 130 TNGT 130A TNGT 135 TNGT 135A TNGT 137 TNGT SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376"TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 1.12.65.19 1.06 1.50.25.82 1.01.34.65.25 2.50 1.58.50.65.65.43.51 1.82.65 1.58 40 1.58 1.58 1.58 1.58 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31.133.283408.30.133.283+08.30.133.283I08.30.133.283+08.30.133.283+08.30.133.283408.30.133.283+08.30.133.283+08.30.133.283408.30.133.283+08.30.133.283+08.30.133.283+08.30.133.283+08.30.133.283+08.30.133.283408.30.133.283+08.30.133'-'.283+08 .30.133.283+08.30.133.283408.30.133.283+08.30.133.283+08.30.133.283+08.30.133.283+08.30.133.283+08.30.133.283408.30.133.283i08.30.00000.00000~00000.00000.00000.00000 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.O.0.0.SC374 SC374 SC374 SC374 SC374 SC374'C374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2.417 90.000.417 90.000.417 90.000.417 90.000 137 138 TNGT SA376-TP304 .92 1.31.133.283408.30.00000 2.750 0.SC374 137 140 140A 140 140A 145 TNGT TNGT TNGT SA376-TP304 SA376"TP304 SA376-TP304 1.33 2.00 2.00 1.31 1.31 1.31.133.283408.30.133.283+08.30.133.283+08.30 2.750 2.750 2.750 0.0.0.SC374 SC374 SC374 145 145A 145A 150 TNGT TNGT SA376-TP304 SA376-TP304 3.06 1.31 3.06 1.31.133.283+08.30.133.283+08.30 2.750 2.750 0.0.SC374 SC374 ~f~., t ELEMENT DATA ME101/I2 DATE 040182 PAGE 47 ELEMENT TYPE/TITLE FROM TO MATERIAL ELEMENT LENGTH (FT)PIPE WALL E MU WEIGHT UNIF DIAM THICK DENS WEIGHT (IN)(IN)(PSI)(LB/IN3)(LB/FT)PRESS (PSI CODE AND CLASS BEND ANGLE RAD (FT)(DEG)<<~SLI't k 150 155 160 165 170 175 180 B 180 E 185 185A 190 190A 195 200 205 205A 210 210A 215 215A 220 225 B 225 E 230 230A 235 235A 240 245 250 255 B 255 E 260 265 B 265 E 270 275 280 285 290 290A 295 300 305 310 B 310 E 315 320 B 320 E 155 160 165 170 175 180 B 180 E 185 185A 190 190A 195 200 205 205A 210 210A 215 215A 220 225 B 225 E 230 230A 235 235A 240 245 250 255 B 255 E 260 265 B 265 E 270 275 280 285 290 290A 295 300 305 310 B 310 E 315 320 B 320 E 500 TNGT TNGT TNGT TNGT TNGT TNGT BEND TNGT TNGT fNGT TNGT TNGT TNGT TNGT TNGT TNGT TNGT TNGT TNGT TNGT TNGT BEND TNGT TNGT TNGT TNGT TNGT TNGT TNGT TNGT BEND TNGT TNGT BEND TNGT TNGT TNGT TNGT TNGT TNGT TNGT TNGT TNGT TNGT BEND TNGT TNGT BEND TNGT SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 .42 2.42 2.94.23.27.99.33 4.04 1.92 1.92 2.09 2.09.83.75 1.65 1.65 2.32 2.32 3.25 3.25 2.06.65 2.58 2.98 2.98 3.01 3.01 3.00.53 1.14.65.33 4.10.33 1.21 1.60 4.90.58.23 2.44 2.44.77.44.08.65.83.46.65.75 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31.133.133.133.133.133 133 133.133.283+08.283+08.283+08.283+08.283+08.283+08.283+08 283+08.133~283+08.133.283+08.133.283+08.133.283+08.133.133.133.133.133.133.133.133.133.133.133.133.133.133.133.133.'133.133.133 133.133.133.133.133.133.133.133.133.133.133.133.133 283+08 283+08 283+08.283+08.283+08.283+08.283+08.283+08.283408.283+08.283+08.283+08.283+08.283408.283+08.283+08.283+08~283+08.283408.283408 283408 283408 283+08 283+08.283408.283+08.283+08.283+08.283+08.283408 283+08 283408.133 l.283+08.133.283+08.133 J.283+08.133.283408.133.283408.30.00000.30.00000.30.00000.30.00000.30.00000.30.00000.30.00000.30.00000.30.00000.30.00000.30.00000.30.00000.30.00000.30.00000.30.00000.30.00000.30.00000.30.00000.30.00000.30.00000.30.00000.30.00000.30.00000.30.00000.30.00000.30.00000.30.00000.30.00000.30.00000.30.00000.30.00000.30.00000.30.00000.30.00000.30.00000.30.00000.30.00000.30.00000.30.00000.30.00000.30.00000.30.00000.30.00000.30.00000.30.00000.30.00000.30.00000.30.00000.30.00000 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2t750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 0.0.0.0.0.0.0.0.0.0.0.0.0.0.O.0.O.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2.417 45.000.417 90.000.417 90.000.417 45.000.417 90.000.417 90.000 RESTRAINT DESCRIPTION TITLE SP-HCB-108 LINE PROJECT NUMBER: 8856 PROBLEM NUMBER: 5280 USER J.ABI SAMRA LOAD CASES: SAM01 ME 101/I 2 DATE 040182 PAGE 48 POINT TYPE TITLE AXIS DIRECTION COSINES OF RESTRAINT TRANSLATIONAL FLEXIBILITY TORSIONAL FLEXIBILITY X Y Z (IN/LB)(RAD/LB-IN)25 50 65 65 hs 85 95 105 115 115 130 130 135 135 140 140 145 145 145 150 150 160 170 185 185 190 190 195 ANCH ANCH ANCH RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAO RAD RAD RAO RAD ANCH ANCH ANCH RAD RAD RAD RAD RAD RAD RAD RAD RAD 1.0000.0000.0000.3908.0000 1.0000.0000 1.OOOO.0000 1.0000.0000 1.OOOO.0000 1.0000.0000 1.0000.0000 1.OOOO 1.0000 1.0000.0000 1.0000 1.0000.0000.0000.0000.0000.0000.0000.0000 1.0000.9205.0000.0000.0000 1.0000.OOOO 1.0000.0000 1.OOOO.0000 1.0000.0000 1.0000.0000.OOOO 1.0000.0000 1.0000 1.0000 1.0000.OOOO 1.0000.0000 1.0000=.0000.000000000000 .000000000000 .000000000000 .000000000000 .000000000000 .000000000000 .000000000000 .000000000000 .000000000000 .000000000000 .000000000000 .000000000000 .000000000000 .000000000000 .000000000000 .000000000000 .000000000000 .000000000000 .000000000000 .000000000000 .000000000000 RESTRAINT DESCRIPTION 195 RAD 205 RAD 205 RAD 210 RAD 210 RAD 215 RAD 215 RAD 220 RAD 220 RAD 230 RAD 230 RAD 235 RAD 235 RAD 240 RAD 240 RAD 250 RAD 250 RAD 260 RAD 260 RAD 275 RAD 275 RAD 290 RAD 290 RAD 295 RAD 295 RAD 305 RAD 1.0000.0000 1.0000.0000 1.OOOO.0000.OOOO.0000 1.0000.0000.OOOO.0000 1.0000.OOOO 1.0000.0000 1.0000.0000.OOOO 1.OOOO.0000 1.0000.0000 1.0000.0000 1.0000 1.0000.OOOO 1.OOOO.OOOO.1.0000.0000.OOOO 1.0000 1.OOOO.0000 1.OOOO 1.OOOO.0000.OOOO.0000 1.OOOO.OOOO 1.OOOO.0000 1.0000.0000.0000 i 0000 1.OOOO.0000 1.0000.0000 1.0000.OOOO 1.OOOO ME 101/12.000000000000 .000000000000 .000000000000 .000000000000 .000000000000 .000000000000 .000000000000 DATE 040182 PAGE 500 ANCH 500 ANCH 500 ANCH-A--B--C-.0000 1.0000.0000.0000 1.0000.000000000000 .000000000000 ~000000000000 .000000000000 .000000000000 .000000000000 DESCRIPTION OF LOAD SAM01 TITLE SP-HCB-108 LINE PROJECT NUMBER: 8856 PROBLEM NUMBER: 5280 USER J.AB I SAMRA LOAD CASES: SAM01 ME 101/I 2 DATE 040182 POINT TYPE TITLE AXIS DIRECTION COSINES SEISMIC ANCHOR MOVEMENTS (IN)CDSAX CDSAY COSAZ PHASE: CNT RB DIRECTION OF SAM: X 5 ANC 5 ANC 5 ANC 25 RAD 50 RAD 65 RAD=65 RAD 85 RAD 85.RAD 95 RAD 105 RAD 115 RAD 115 RAD 130 RAD 130 RAD 1.000.000.000.000 1.000.000.000.000 1.000.391.000.920.000 1.000.000 1.000.000.000.000 1.000.000 1.000.000.000.000.000 1.000.000 1.000.000 1.000.000.000.000 1.000.000.000.000 1.000 1.000.000.000.000.000 1.000.000.000.000.032.000.000.032.000.000.032.000.007.000.000.000.000.000.003.000.000.032 135 RAD 135 RAD 140 RAD 140 RAD 1.000.000.000.000.000 1.000.000 1.000.084.000.084.000 145 ANC 145 ANC 145 ANC 150 RAD 150 RAD 160 RAD 170 RAD 185 RA 0 185 RAD 190 RAD 190 RAD 1.000.000.000.000 1.000.000.000.000 1.000 1.000.000.000.000 1.000.000.000 1.000 1.000.000;000.000.000 1.000 1.000.000.000.000.000 1.000.000.000.000.000.000.084.000.000.084.000.084.084.000 DESCRIPTION OF LOAD SAM01 195 RAD 195 RAD 205 RAg 1.000.000.000.000.000 1.000 1.000.000.000 ME 101/I 2.000.084.000.000.000.084 DATE 040182

DESCRIPTION OF LOAD SAM01 ME 101/I2 DATE 040182 POINT TYPE TITLE AXIS DIRECTION COSINES SEISMIC ANCHOR MOVEMENTS (IN)DIRECTION OF SAM: X COSAX COSAY COSAZ PHASE: CNT RB 205 RAD 210 RAD 210 RAD 215 RAD 215 RAD 220 RAD 220 RAD 230 RAD 230 RAD 235 RAD 235 RAD 240 RAD 240 RAD 250 RAD 250 RAD 260 RAD 260 RAD 275 RAD 275 RAD 290 RAD 290 RAD 295 RAD 295 RAD 305 RAD 500 ANC 500 ANC 500 ANC-A--8--C-.000 1.000.000 1.000.000.000.000 1.000.000 1.000.000.000.000'1.000.000 1.000.000.000.000 1.000.000.000 1.000.000.000.000 1'.000.000 1.000.000.000.000 1.000.000 1.000.000.000.000 1.000 1.000.000.000.000 1.000.000.000 1.000.000.000.000 1.000 1.000.000.000.000.000 1.000 1.000.000.000.000.000 1.000 1.000.000.000.000.000 1.000.000 1.000.000 1.000.000.000.000 1.000.000.000.000 1.000.000.000.084.000.084.000.000.084.000.084.000.000.000.084.000.000.138.138.000.000.138.000.000 DESCRIPTION OF LOAD SAM01 ME 101/I2 DATE 040182 PAGE 3 POINT TYPE TITLE AXIS DIRECTION COSINES SEISMIC ANCHOR MOVEMENTS (IN)COSAX COSAY COSAZ PHASE: CNT RB DIRECTION OF SAM: Y 5 ANC 5 ANC 5 ANC 25 RAD 50 RAD 65 RAD 65 RAD 85 RAD 85 RAD 95 RAD 105'AD 115 RAD 115 RAD 130 RAD 130 RAD 135 RAD 135 RAD 140 RAD 140 RAD 145 ANC 145 ANC 145 ANC 150 RAD 150 RAD 160 RAD 170 RAD 185 RAD 185 RAD 190 RAD 190 RAD 195 RAD 195 RAD 205 RAD 1.000.000.000.000 1.000.000 1.000.000.000.000.000 1.000.000 1.000.000 1.000.000.000.000 1.000.000.000.000 1.000 1.000.000.000.000.000 1.000 1.000.000.000.000.000 1.000.000.000.000 1.000 1.000.000.000.000 1.000.000.000.000 1.000 1.000.000.000.000.000 1.000.000.000 1.000.000.000 1.000 1.000.000.000.000 1.000 1.000.000.000.000.000 1.000.000.000.000 1.000 1.000.000.000 1.000.000.000.000 1.000.000.000.000 1.000.391.000.920.000 1.000.000.000.000.000.000.000.000.000.000.000.000.002.000.000.000.000.000.002.000.000.000.002.000.000.OqO.000.000.000.000.000.000.000.000.000.000.000.000.000.000.004.000.000.000.000.000~000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000 DESCRIPTION OF LOAD SAM01 ME 101/12 DATE 040182 PAGE 54 POINT TYPE TITLE AXIS DIRECTION COSINES SEISMIC ANCHOR MOVEMENTS (IN)COSAX CDSAY COSAZ PHASE: CNT RB DIRECTION OF SAM: Y 205 RAD 210 RAD 210 RAD 215 RAD 215 RAD 220 RAD 220 RAD 230 RAD 230 RAD 235 RAD 235 RAD 240 RAD 240 RAD 250 RAD 250 RAD 260 RAD 260 RAD=275 RAD 275 RAD 290 RAD 290 RAD 295 RAD 295 RAD 305 RAD 500 ANC 500 ANC 500 ANC-A--8--C".000 1.000.000 1.000.000.000.000 1.000.000 1.000.000.000.000 1.000.000 1.000.000.000.000 1.000.000.000 1.000.000.000.000 1.000.000 1.000.000.000.000 1.000.000 1.000.000.000.000 1.000 1.000.000.000.000 1.000.000.000 1.000.000.000.000 1.000 1.000.000.000.000.000 1.000 1.000.000.000.000.000 1.000 1.000.000.000.000.000 1.000.000 1.000.000 1.000.000.000.000 1.000.000~.000.000 1.000.000'004.000.000.000.004.000.000.000.004.000.000.000.004.000.015.000.015.000.000.000.015.000.000.000,.000.000.015.000.015.000.000;000.000.000.000.000.000.000.000.000.020.000.000.000.020.000.000

DESCRIPTION OF LOAD SAM01 ME 101/I 2 DATE 040182 PAGE 55 POINT TYPE TITLE AXIS DIRECTION COSINES SEISMIC ANCHOR MOVEMENTS (IN)COSAX COSAY COSAZ PHASE: CNT RB DIRECTION OF SAM: Z 5 5 5 ANC ANC ANC 1.000.000.000.000 1.000.000.000.000.007.000.000.000 25 50 65 65 RAD RAD RAD RAD.391.000.920.000 1.000.000 1.000.000.000 1.000.006.000.000.000 85 85 RAD RAD 1.000.000.000.000.000 1.000.000.056 95 105 115 115 130 130 135 135 140 140 145 145 145 150 150 160 170 RAD RAD RAD RAD RAD RAD RAD RAG RAD RAD ANC ANC ANC RAD RAD RAD RAD 1.000.000.000.000 1.000 1.000.000.000.000.000 1.000.000.000.000 1.000 1.000.000.000.000 1.000.000.000.000 1.000.000.000.000 1.000.000.000 1.000.000.000 1.000.000 1.000.000 1.000.000.000.000 1.000.000.000.000 1.000.000.000.000.000.000.056 4.000.000.000.056.000.000.000.064.000.064.000.000.000.000.000.064.000.000.000.064.000.064.000.064 185 185 190 190 195 195 205 RAD RAD RAD RAD RAD RAD RAD 1.000.000 1.000.000 1.000.000.000 1.000.000 1.000.000 1.000.000.064.000.000.000.064.000.064 DESCRIPTION OF LOAD SAM01 ME 101/I2 DATE 040182 PAGE 56 POINT TYPE TITLE AXIS DIRECTION COSINES SEISMIC ANCHOR MOVEMENTS (IN)COSAX CDSAY CDSAZ PHASE: CNT RB DIRECTION OF SAM: Z 205 RAD 210 RAD 210 RAD 215 RAD 215 RAD 220 RAD 220 RAD 230 RAD 230 RAD 235 RAD 235 RAD 240 RAD 240 RAD 250 RAD 250 RAD 260 RAD 260 RAD 275 RAD 275 RAD 290 RAD 290 RAD 295 RAD 295 RAD 305 RAD 500 ANC 500 ANC 500 ANC-A--B--C-1.000.000 1.000.000.000.000.000 1.000.000.000.000 1.000.000.000.000 1.000 1.000.000.000.000 1.000.000.000.000 1.000.000 1.000.000 1.000.000.000 1.000 1.000.000.000 1.000 1.000.000.000 1.000.000 1.000.000.000.000 1.000.000 1.000.000.000.000 1.000.000 1.000.000.000.000 1.000 1.000.000.000 1.000.000 1.000.000.000.000 1.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.064.000.000.000.064.000.000.000.064.000.000.000.000.000.000.000.064.000.000.000.064.000.000.000.071.000.000.000.071.000.000.000.000.000.000.000.071 DIAGNOSTIC MESSAGE ANALYSIS TITLE SP-HCB-108 ~LINE PROJECT NUMBER: 8856 PROBLEM NUMBER: 5280 USER J.ABI SAMRA LOAD CASES: CALLA ME 101/I2 DATE 040182 PAGE 57 LEVEL TAG TO DIAGNOSTIC MESSAGE LOAD CASE(S): SAM01+WRN++WRN+145 POINT IS ASSUMED TO BE AN INLINE ANCHOR.BANDWIDTH REDUCTION: 18 BAND, 4 PASSES, 89 NODES, 1 START,.056 SEC. DIAGNOSTIC MESSAGE ANALYSIS ME 101/I2 DATE 040182 PAGE 58 CTIME FOR ME101I JF INPTOO INPT10 TBLOMP INPT20 INPT30 INPT40 INPT50 INPT60 INPT70 INPT80 INPT90 TOTAL 6.846 15.649.000~173~062-004~105~031~374 3~14 1~025 26~4 1 1 CORE CHANGED FROM 55358 TO 48600 DECIMAL WORDS+++CHECKPOINT +t+OXOT, KM+ME 101.ME 101I SAM02++>>ME1011+++ ME101I/FEB05 CORE CHANGED FROM 42600 TO 48600 DECIMAL WORDS CORE CHANGED FROM 48600 TO 78741 DECIMAL WORDS CORE CHANGED FROM 78741 TO 79253 DECIMAL WORDS INPUT DATA SCAN TITLE SP-HCB-108 LINE PROJECT NUMBER: 8856 PROBLEM NUMBER: 5280 USER J.ABISAMRA LOAD CASES ME 101/I2 DATE 040182 PAGE 59 COL 7 10++COL 1 4 1: HEO 2: 3: 4: 5: 6: ANC 7: 8: 9: 10: 12: 13: 14: 15: 16: 17: 18: RAD 19: 20: 21: 22: 23: 24: 25: RAO 26: 27: 28: 29: 30: RAD 31: 32: RAO 33: 34: 35: 36: 37: 38: RAD 39: 40: RAO 41: 42: 43: 44: RAD 45: 46: 5-.0451 30 35 40 20 45 50 50 55 60-1-.75 65 65 1 65 70 75 80 85 85 1 85 90 95 95 10-0-4.49 15"1-1.58 20-0"9.67 25 25.391 COL 21 COL 32+COL 43+.021.0192-0-4.375 0-1.91 0-5.76 0-4.1.921 50 1-.75 1-.75 0-3 0-8 0-9-7/8 1-.125 0-9.125 5D 2.5 1-7 0-11 5D-0-4.375-0-7.25-0-7.75 1-6.5 0-7.25 COL COL COL 51 61 71+++TIT%SP-HCB-108 LINE, PROJN0%8856,PROBN0%5280, E IGEN%3, MODES%35.PER%0.01. UNITS%2,USER% J.ABISAMRA, PHASE%CNT, OX%.008,OY%.0006,DZ%.008, OD%1.315, THI%.133, TEMP%200,LBS/FT%2.75 'ODE%SC374,CLASS%2, PPRESS%30,DPRESS%30, MAT%SA376-TP304,E%28.3E6, SC%)8800, SH%17800, SIF%1.3, S IF~1.3, ADDWT%20~SIF%1.3~PHASEKCNT, OX%.008,DZ%.008, SIF%1.3,ADDWT%20, S IF%1.3, ADD WT*20, AODWT%2, PHASE%CNT, D I SP%.021, OY%.0006, SIF%1.3, SIF%1 3 PHASE%RB, OX%039 PHASE%RB, DY%.0024.S IF%1.3, ADDWT%50, SIF%1.3, ADDWT%50, PHASE%RE DX%.039'HASE%RB, DZ%.068, SIF~1.3, PHASE%RB, OY%.0024, COL 80 INPUT DATA SCAN I ME 101/I2 DATE 040182 PAGE 60 105 1051.0 47: 48: RAD 49: 50: 51: 52: RAO 53 54: RAO 55: 56: 57: 58: 59: RAD 60: 61: RAD 62: 63: 64: RAD 65: 66: RAD 67: 68: 69: 70: 1 71: RAD 72: 73: RAD 74: 75: 76: ANC 77: 78: 1 79: RAD 80: 81: RAO 82: 83: 84: 85: RAO 86: 87: 88: SPD 89: 90: RAO 91: 92: 93: 94: 95: RAD 96: 97: RAO 98: 99: 100: RAD 101: 102: RAD 103: 104: 105: RAO 106: 115 120-2-2-7/8 125 130 1301.0 130 135 1351.0 135 137 138 37140~1401.0 140 145 145 45150 1501.0 150 155 1602-5 160 1652-1 1.25 165 1700-2.75 170 1750-3.25 180 185 1851.0 185 190 1901.0 190 195 1951.0 110 115-0-6.125 115 1-.75 0-5.125 0-4.75 3-2 3-2 1-4 4.0 6-1.5 0-5 0-9.9 4-2.5 3-10 4-2.25 2.0 50 0-11 1.0 1.0 1.0 1.0 1.0 1.0 0-9.9 SD PHASE%RB, DX%.039, SIF~1.3, PHASE%RB, OY%.0024, PHASE%>RB. DZ%.068.SIF~1.3, PHASE%RB.DX%.039, PHASE%RB, DZ%.068, SEG%2, PHASE%RB, DX%.102, PHASE%RB.DZ%.077.SEG%2.5 IF%1.3, ADOWT%20, PHASE%RB, DX%.102, PHASE%RB.DZ%.077.SEG%2, PHASE%RB, DX%.102,DY%.005,02%.077, SEG%2, PHASE%RB, OX%.102, PHASE%RB, OZ%.077, SIF%1.3, PHASE%RB, OZ~.077.PHASE%RB, OZ%.077, SIF~1.3, PHASEKRB, DX%.102,, PHASE%RB, DZ%.077, SEG$2~PHASE%RB.DX%.102, PHASE%RB, OZ%.077., SEG%2, PHASE%RB, DX%.102,

b INPUT DATA SCAN ME 101/I 2 DATE 040182 PAGE 61 107: RAD 108: 109: 110: 111: RAD 112: 113: RAO 114: 115: 116: RAD 117: 118: RAD 119: 120: 121: RAD 122: 123: RAD 124: 125: 126: RAD 127: 128: RAO 129: 130: 131: 132: RAO 133: 134: RAD 135: 136: 137: RAD 138: 139: RAO 140: 141: 142: RAD 143: 144: RAD 145: 146: 147: 148: RAO 149: 150: RAO 151: 152: 153: 154: RAO 155: 156: RAD 157: 158: 159: 160: 161: RAO 162: 163: RAD 164: 165: 166: 195 200 205 2051.0 0-10 205 210 2101.0 210 215 2151.0 215 220 2201.0 220 225 2303.0 230 230 1.0 1.0 1.0 1.0 1.0 2406-.25 240 240 2453.0 250 2501.0 250 255 2600-9 260 260 2654-3.25 2700-11.756 275 2751.0 275 280 285 1.0 1.0 1.0 1-7.25 4-10.75 2355-11-5/8 235 1.0 235 1.0 0-9 3-3-5/8 4-7-5/8 6-6 1.0 1.0 1.0 0"6"3/8 1-6-5/8 50 1.0 0-11.756 50 1.0-0-7 2-5.75 5D PHASE$RB.DZ$.077.SIF$1.3,-PHASE$RB, DX$.102, PHASE$RB, DY$.005.SEG$2, PHASE$RB, DX$.102, PHASE$RB, DY$.005, SEG$2, PHASE$RB, OX$.102, PHASE$RB, OY$.005, SEG$2, PHASE$RB, DX$.102, PHASE$RB, OY=.005, PHASEKRB, OY$.018, PHASE$RB, OZ$.077, SEG$2, PHASE$RB, DY$.018, PHASE$RB, OZK.077.SEG$2.PHASE$RB, OY$.018, PHASE$RB, DZK.077.SIF$1.3, PHASE$RB, DX$.102, PHASE$RB, OY$.018, PHASE$RB, OY$.018, PHASE$RB, DZ$.077, SIF$1.3, PHASEKRB, OX$.102, PHASE$RB, DZ$.077, SIF~1.3, SIF$1.3, DATA PAGE 62 ME 101/I 2 DATE 040182 SCAN INPUT 0-2.75 290 2901.0 167: 168: PHASERRB, DX~.166, PHASERRB, DZ~.086, SEG~2, PHASE~RB.DX<.166, PHASE4RB, DZ>.086, SIFR1.3~RAD 169 170 1.0 RAD 290 171: 172: 173: 174: 175: 176: 177: 178.: 179: 4-10.5 295 2951.0 RAD RAD RAD 295*1.0 0-9.25 300 305 305-0-5.25 PHASE~RB, DYE~.024.1.0 180: 181: 182: 183: 184: 185: ANC 186: 187: ACE 188: ACE 189: ACE 190: ACE 191: ACE 192: 193: 194: 195: 196: 197: 198: 199: 200: 201: 202: 203: 204: 205: ACE 206: 207: 208: 209: 210: 211: 212: 213: 214: 215: 216: 217: 218: 219: ACE 220: 221: 222: 223: 224: 225: 226: 5D-0-6 310 315-1-3 320 500-0-9.9 500 5D 0-10.5 0-9.9.0000, 1.2251, 2.3450, 4.9813, 2.5635, 2.7602'.1751,.7800,.6097,.3730,~3733..3716,.3716,.1000, 2.2500, 2.5000, 4.3000, 6.3000, 13.2000, 20.0000, 26.0000, 28.9000'00.0000.100.0030.100.0060, 100.0090'9200, 2.3000, 2.8000~5.5000, 7.3000, 14.0000, 24.0000, 27.2000, 33.9500, 100.0010, 100.0040, 100.0070,.1150, 3.8000.5.8000~10.5000.19.8000, 25.0000.31.0000.34.OOOO, 100.0020, 100.0050.100.0080, 100.0110,.0150..4400, 2.9600.3.3200, 3.9600, 1.1479,.5568,.3300,.2894,.2911,.2911,.2911,.2914,.1000, 3.5000, S.1000, 6.9000.12.5000, 23.0000, 30.0000~33.0000, 100.0010, 100.0040.100.0070~100.0100, 100.0130,.8000, 2.2500.2.7000, 5.0000.6.7500, 11.5000, 19.2000,.0000..8645, 2.3450, 3.5600, 1.7057.1.2140.1.4000..1000, 2.1660, 2.3500.4.8000.5.8500, 1 1.0000.18.0000.SIFa1.3~PHASE~RB, DX.166,DY.024,DZ~.086, LDNAMEmSEIS01, TITLE%ENVELOPE OF DBERBC719 TYP~3,POI~37, DIReX.4495, 1.7000, 1.6304...2.3500, 5.3600.4.2000, 1.6089, 5.7000, 4.8500, 12.0000, 2.0700, 15.0000,.9728, 2.3450, 5.3600, 1.6649, 4.8500~2.0700,.8691,.6608,.3730,.3741,~3716 o.3716, 1.0200, 25.OOOO,.7800;28.OOOO,.4045, 35.0000,.3716, 100.0020,.37 16, 100.0050..37 16, 100.0080, DIRTY.0178,.1716, 1.5045, 3.2581.3.3307, 2.7177, 1.0600,.3300,'.2900,.2894,.2897,.2897,.2894,.4000, 4.3000, 6.8000, 12.0000, 20.8300'8.0000, 32.0000, 100.0000.100.0030, 100.0060, 100.0090, 100.0120..7889, 2.9600.3.3200, 3.9600.1.0600'4212,.2900,.2897..2894,.2894,.2894, DIR>Z.3064, 1.2045.2.3450, 2.9819, 1.9300, 1.1028..9295..4189, 1.6304, 3.5600, 1.6770.1.9300, 1.4000,.5800, 1.2900, 2.3000.3.2000, 5.7000, 10.0000.12.2000, 30.0000, INPUT'27: 228: 229: 230: 231: 232: 233: DATA SCAN EOA 35.0000, 100.0010, 100.0040, 100.0070, 100.0100, 100.0130,.2786,.2500,.2500,.2500,.2500,.2500.37.0000, 100.0020, 100.0050, 100.0080, 100.01 10,.2500,.2500,.2500,.2500,.2500, ME 101/I2 100.0000, 100.0030, 100.0060, 100.0090~100.0120..2500,.2500,.2500..2500,.2500, DATE 040182 PAGE 63 234: 235: 236 ACE ACE ACE LDNAME=SEIS02, TITLE~ENVELOPE OF SSERBC719 237: 238: 239: 240: ACE ACE 241: 242: 243: 244: 245: 246: '47: 248: 249: 250: ACE 251: 252: 253: 254: 255: 256: 257: 258: 259: 260: 261: 262: ACE 263: 264: 265: 266: 267: 268'69: 270: 271: 272: 273: 274: EOA 275: ACE 276: ACE 277: ACE 278: ACE 279: ACE 280: 281: 282: 283: 284: 285: 286:.1000.1.6700, 2.5000, 5.0000, 7.2000.14.OOOO, 22.0000, 31.2500, 43.0020, 43.0050, 43.0080,.1000, 1.2900, 3.3000.6.7000, 12.5000, 21.0000, 25.0000, 29.5000, 100.0010, 100.0040, 100.0070,.1000,.5660,.9800, 1.6700, 2.5000.4.8000, 6.0000, 14.0000, 20.5000, 31.2500, 100.0010..1000, 2.7000, 4.4000, 6.5000, 10.7000: 12.5000, 23.0000,.0300,.8755, 2.1700.1.5615, 3.4800, 1.8571,.8600,.4730..4727,.4727,.4734,.0240,.3902, 1.0458, 2.1900, 1.8682, 1.7000,.7000,.4671,.4127,.4130,.4130, 0300,.2593,.3833,.8755, 2.1700, 2.3100, 1.6850,.8600..6100,~3322..3230,.0080,.0251,.2750,.2340,.2500,.2500,.6408,.1200, 1.7000, 2.9000, 5.3000, 7.4000.14.5000.25.0000, 43.0000~43.0030, 43.0060, 43.0090,.1200, 2.2000, 3.5000, 7.2000.13.0000.23.0000, 26.6600, 32.5000, 100.0020.100.0050, 100.0080'1200,.7500, 1.2000, 1.7000, 2.8000.5.0000, 8.8000, 14.8000, 23.3300, 32.0000.100.0020, 1.7000~3.2000.5.6000.7.OOOO, 11.5000, 15.5000~24.3478, OF.6512,.9900, 2.7900, 1.9209'.6400, 1.1738,.5763,.4735,.4735,~4727m.4730,.2115,.7361, 2.1900, 2.2500.1.9400,.7497,.5700,.4130,.4127,.4130,.4130,.1265,~3727..6940,.9900, 2.3100.1.6010,.9130,.7800,.3646,.3230'3230, SRVRBC719 CDEF~CS4,POI~54, TYP$3, DIRiX.0080,.0750,.2750,.4060,.2082,.5780,.6671,.0151,.0800,.2340,.4060,.2340,.5940,.7500.2.6087, 3.8000, 6.2000, 9.2000, 12.1739, 19.9800, 26.0000, TYPc3 POI a33, DIRiX.0478, 1.2000,.9000, 2.0000, 2.7900, 4.3000, 1.6010, 6.0000, 3.6400, 12.0000, 1.6600, 17.2000,.8600, 28.0000,.4730, 43.0010,.4727, 43.0040,.4735, 43.0070,.4727.100.0010, DIRTY.0452..4000..4731.2.7000, 1.1600, s'.1000.2.2500, 12.0000, 1.9400m 19.2000i.8232, 24.0000,.5700, 28.0000,.4 130, 100.0000,~4 121, 100.0030..4 130, 100.0060,.4 130.100.0090.0IR<Z.0432,.3037,.4713,.9000, 2.1700, 1.8682, 1.6850,.7800,.6100,.3230,.3230, LDNAME~SEIS03, TITLE%ENVELOPE INPUT DATA SCAN ME 101/I 2 DATE 040182 PAGE 64 287: 288: 289: 290: 291: 292: 293: 294: 295: 296: 297: 298: 299: 300: 301: 302: 303: 304: 305: 306: 307: 308: 309: 310: 311: 312: 313: 314: 315: 316: 317: 318: 319: 320: 321: 322: 323: 324: 325: 326: 327: 328: 329: 330: 331: 332: 333: 334: 335: 336: 337: 338: 339: 340: 341: 342: 343: 344: 345: 346: ACE ACE EOA ACE ACE ACE ACE ACE 32.OOOO.54.5000, 70.0000, 86.0000, 100.0540, 100.0570, 100.0600, 100.0630.100.0660.100.0690.100.0720,.1000, 3.0000, 4.0500.5.4050, 6.0870.6.9565, 9.7750, 10.4348, 11.7381, 12.8696, 17.9130, 19.3913, 22;7700, 24.1500.28.5000, 45.9000, 72.6800, 85.0000,.1000, 3.4500, 4.0000, 10.0000.19.0000, 26.OOOO, 48.0000, 64.0000.86.0000, 100.0550.100.0580, 100.0610, 100.0640, 100.0670.100.0700.100.0730, 100.0760, 100.0790, 1.7391, 2.2609, 2.6087'.0000, 3.7950, 1.5940,.8750,.6720,.3280,.2730,.2730,.2730,.2730,.2730,.2730..2730,.0160,.0310,.1060,.1380,.1740,.2890,.5050,.4431,.7200, 1.5700, 1.4207,.7856,.6230,.5050,.3590'2270,.1789,.1640,.0160..0187,.0192,.0780,.4530,.7500, 1.0000..6720,.2810,.2500,.2500,.2500,.2500,.2500,.2500,.2500,.2500,.2500..0048,.0083,.0124~.0170,.0293, 42.5000, 57.0000, 74.9000, 92.0010, 100.0550, 100.0580.100.06 10.100.0640, 100.0670, 100.0700, 100.0730, 1.7000, 3.2500, 4.4000, 5.6522, 6.5217, 7.3044, 10.3500, 11.3043, 11.7500, 13.0435.17.9400.20.0000.23.0000, 25.1850.34.0000, 57.0000, 74.5000.100.0070.1.7000, 3.4783, 5.0000, 13.0435.20.7000, 32.0000, 54.5000, 70.0000, 100.0040, 100.0560.100.0590.100.0620;100.0650, 100.0680, 100.07 10.100.0740.100.0770, 100.0800, 1.9130, 2.3000, 2.8696, 3.1304, 3.8261, 1.5940,.8750,.4060..3280,.2730..2730,.2730,.2730,.2730,.2730,.2730, DIR ag 48.OOOO, 64.OOOO.80.5000, 100.0010, 100.0560, 100.0590.100.0620, 100.0650, 100.0680.100.07 10.100.0740, 1.0000..6720,.3408,.2730,.2730,.2730,.2730,.2730,.2730..2730,.2730,.0160,.0310,.1060,.1510..1740~.4750,.4700,.6330,.7212, 1.6900, 1.4100,.6817,.6130,.4078,.3440,.2190,.1664,.1410, DIR.0160,.0190,".0284,.1597,.4702, 1.5940,.8750,.6720..2500,.2500,.2500,.2500,.2500,.2500,.2500,.2500,.2500,.2500, 2.3000, 3.5000, 4.7826, 5.7565, 6.9000.7.3913.10.4075.11.5000, 12.1739, 17.2500, 18.4000, 20.7000, 23.6900, 25.2500, 42.0000.68.0000, 80.0000.100.0480.3.2200, 3.7950, 7.0000, 16.0000, 21.7391, 42.5000, 57.0000, 74.9000, 100.0540, 100.0570, 100.0600, 100.0630, 100.0660, 100.0690, 100.0720, 100.0750, 100.0780.100.0810,~0200e~0350o.1380,.1700,.2741,.5050,.4510,.6707,~9010'.6900, 1.1500,.6230..5660,.4060,.2340,.2190,.1640,.1410,.0184,.0190,.0470,.2500,.5240, 1.5940,.8750,.4060,.2500'2500~.2500,.2500,.2500,.2500,.2500,.2500,.2500,.2500.LDNAME~SEIS04, TITLE%ENVELOPE OF CHGCORBC719 .0059,.0086,.0131,.0222,.0301~2.0870, 2.4348, 2.9900, 3.4783, 4.0870,.0070..0098,.0167,.0222,.0513, TYP~3, CDEF<CS4, POI~84, DIR>X INPUT DATA SCAN ME 101/I2 DATE 040182 PAGE 65 347: 348: 349: 350: 351: 352: 353: 354: 355: 356: 357: 358: 359: 360: 361: 362: 363: 364: 365: 366: 367: 368: 369: 370: 371: 372: 373: 374: 375: 376: 377: 378: 379: 380: 381: 382: 383: 384: 385: 386: 387: 388: 389: 390: 391: 392: 393: 394: 395: 39G: 397: 398: 399: 400: 401: 402: 403: 404: 405: 406: ACE ACE 4.3478'.0870.6.9565.10.3500, 12.1739, 13.8000, 17.3913, 19.2174, 24.3478, 34.7826, 40.2500, 43.4783, 48.8750, 56.5217, 63.2500, 92.0000, 100.0020.100.0050, 100.0080.100.01 10, 100.0140, 100.0170.'I 00.0230, 1.7391, 2.4000, 2.9900, 3.7950, 4.6000, 5.6522, 6.9000, 9.6600, 10.4075, 12.1739, 17.0200, 18.2609, 20.7000, 22.1950, 24.1500, 28.4348, 34.7826, 43.4783, 57.5000, 80.5000, 100.0030, 100.0200, 100.0230, 100.0260, 100.0290, 100.0320, 100.0350, 100.0380,.1000, 2.0870, 2.4348, 3.0000, 3.7950, 4.3478, 6.0870,.0892,.1388,.2019,.2123,.2549,.3651,.9609.1.6480'.6300.6.8850, 5.7278, 3.9746, 3.3983, 4.2237, 4.8901, 4.6939, 4.3586.4.3562, 4.3562'.3562, 4.3288, 4.3486, 4.3486, 0071,.0107,.0159, 0277,.1353,.1970,.3445,.6450,.5591,'I.5200, 2.4600, 2.0219, 1.0800, 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DIR.0048,.0083,.0124,.0222,.0301,.0892,.1388, 100.0220, 100.0250.2.3000, 2.7600, 3.4783, 4.1400~5.2174~6.5217.7.4750, 10.3500, 11.7391, 12.8696, 17.9130, 19.3913, 21.7350, 23.0000~26.0870, 34.5000.39.1304, 47.8261, 60.8696, 92.0000.100.0190, 100.0220, 100.0250, 100.0280, 100.0310, 100.0340, 100.0370, 100.0400,~7 1.9130, 2.3000, 2.8696, 3.4783, 4.0870, 5.7500, 6.9000, 5.7500, 6.9000, 9.7750.11.3043.13.2250.15.6522, 19.1304, 21.7391, 34.5000, 37.9500, 43.1304, 46.0000, 52.1739, 60.8696, 86.2500, 100.0010.100.0040, 100.0070, 100.0100.100.0130.100.0160,.0923,.1915,.2181,~2227'3173,.6131, 1.6008, 3.1225, 6.9096, 6.6219, 4.0564.3.8483, 3.8730, 4.8902.4.6939, 4.3288, 4.3288, 4.3288, 4.3288, 4.3586, 4.3586, 4.3486, 4.3486,.0103,.0132,.0194,.0442,.1920,.2390,.6450,~5381, 1.5200, 2.4600, 2.2600, 1.3774, 1.0100,.9820,.6522,.6067,.6972,.8408,.8542,.7244,.7006,.7006,.7006,.7006,.7006,~7006,.7006,~7006o.0059,.0086,~0131 o.0222,.0513,.0923,.1915, INPUT DATA SCAN 6.9565, 10.3500.12.1739, 13.9130, 19.1304, 26.0870, 36.9565, 43.1250, 48.8750, 52.5550, 60.5217, 63.2500, 92.0000, 100.0020, 100.0050.100.0080, 100.01 10, 100.0140.100.0170.100.0200.100.0230, 21 COL 79253 TO 48797 TO 48600 TO 51327 TO 51585 TO 407: 408: 409: 410: 411: 412: 413: 414: 415: 416: 417: 418: 419: 420: 421: 422: 423: 424: 425: 426: 427: 428: EOA 429: END++++1 4 7 10 COL COL++!CORE CHANGED FROM CORE CHANGED FROM CORE CHANGED FROM CORE CHANGED FROM CORE CHANGED FROM.2019,.2123,.2549,.3763, 1.6008, 6.9096, 6.7020, 4.0577'.3983, 3.9049, 4.8386, 4.8901.4.6939, 4.3586, 4.3562, 4.3562, 4.3562.4.3288'.3288, 4.3310, 4.3586, 7.3913, 10.4348, 13.0435.15.6522, 21.7391.34.5000, 37.9500, 43.4783, 51.7500, 56.5217, 60.8696, 80.5000.100.0000, 100.0030, 100.0060, 100.0090, 100.0120, 100.0150.100.0180.100.0210, 100.0240.++32 43 COL COL 48797 DECIMAL WORDS 48600 DECIMAL WORDS 51327 DECIMAL WORDS 51585 DECIMAL WORDS 55358 DECIMAL WORDS.2181,.2123,.3056,.6131, 3.1225, 6.9096, 6.6219, 3.9746'.7972, 4.2237, 4.8902, 4.8901, 4.3486, 4.3562, 4.3586'.3586, 4.3562, 4.3562, 4.3562, 4.3562, 4.3486,+51 COL ME 101/I 2 9.7750, 11.3043.13.8000.17.3913.24.3478, 34.7826, 40.2500, 46.0000.52.1739, 60.3750, 61.0650, 86.2500'00.0010, 100.0040, 100.0070, 100.0100.100.0130, 100.0160.100.0190, 100.0220, 100.0680,+61 COL.2181..2227..3651~.9609, 5.6300, 6.8850, 5.7278, 3.8483.3.8730, 4.8168, 4.8901, 4.6939, 4.3288, 4.3288, 4.3288, 4.3288, 4.3586, 4.3586, 4.3562, 4.3562, 4.3486, 71 80 COL COL DATE 040182 PAGE 66 NODE DATA TITLE SP-HCB-108 LINE PROJECT NUMBER: 8856 PROBLEM NUMBER: 5280 USER J.ABI SAMRA LOAD CASES: SAM02 ME 101/I2 DATE 040182 PAGE 67 NUMBER OF NODE POINTS DYNAMIC DEGREES OF FREEDOM PUNCHED CARD OUTPUT PLOT REOUESTED 89 267 NDPLOT FOR PLOTTER: NOPLTR DATA TYPE TITLE PT COORDINATES (FT)X Y 2 ADDITIONAL MEIGHT (LBS)SIF INPUT DATA 5 10 15 20 25 ANCH'000".374-1.506-2.312-2.312.000.000.000.000-.365=.000.159.639.981.981.00 20.00 SIF%.1300001 S IF~.1300>01 5 IF~.1300+01 30 35 40 45 8 45 45 E 50 55 60 65 70 75 80 8 80 80 E 85 90 95 100 8 100 100 E 105 110 115 120 B 120 120 E 125 T INP TINP TINP TINP-2.312-2.312-2.312-2.312-2.312-2.312-2.312-2.312-3.374-3.374-3.374-3.374-3.374-3.374-3.374-3.374-3.374-3.374-3.374-3.374-3.374-3.374-3.374-3.885-5.707-6.124-6.124-6.124-.729-1.333-1.979 1.125 1.542 1.542 1.542 1.542 1.542 1.542 1.542 1.542 1.542 1.542 1.958 2.208 4.708 4.708 4.708 4.708 5.125 5.771 6.198 6.198 6.198 6.198 6.198 6.198.981.981.981.981.981 1.397 1.585 2.647 3.710 3.960 4.783 5.793 6.137 6.554 6.554 6.554 6.554 8.137 8.637 9.054 9.054 9.054 9.054 9.054 9.054 9.054 9.470 1 1.054 20.00 20.00 2.00.00.00 50.00 50.00.00.00.00.00.00.00 S IF~.1300+01 SIF~.1300401 SIF~.1300+01 S IF~.1300401 SIF~.1300401 SIF~.1300+01 SIF~.1300401 S IF~.1300+01 SIF~.1300401 NODE DATA NE 101/I2 DATE 040182 PAGE 68 DATA TYPE TITLE PT 130 130A 135 135A 137 X-6.124-6.124-6.124-6.124-6.124 COORDINATES Y 6.594 8.177 9.760 11.344 12.927 (FT)z 11.054 11.054 11.054 11.054 11.054 ADDITIONAL WEIGHT (LBS)SIF INPUT DATA 138 140 140A 145 ANCH 145A 150 155 160 165 170-6.124-6.124-6.124-6.124-6.124-6.124-6.124-3.707-.770-.541 12.927 14.260 16.260 18.260 21.323 24.385 24.802 24.802 24.802 24.802 11.970 11.054 11.054 11.054 11.054 11.054 11.054 11.054 11.054 11.054 20.00.00.00.00 5 IF a.1300+01 S IF~.1300+01 175 180 8 180 T INP 180 E 185 185A 190 190A 195 200 205 205A 210 210A 215 215A 220 225 B 225 T INP 225 E 230 230A 235 235A 240 245 250 255 B-.270-.270-.270-.270-.270-.270-.270".270-.270-.270-.270-.270-.270-.270-.270-.270-.270-.270-.270.147 2.730 5.714 8.699 11.709 14.720 17.720 17.720 17.720 24.802 25.505 25.627 25.800 29.835 31.752 33.669 35.762 37.856 38.690 38.690 38.690 38.690 38.690 38.690 38.690 38.690 38.690 38.690 38.690 38.690 38.690 38.690 38.690 38.690 38.690 38.690 38.690 11.054 11.757 11.879 11.879 11.87911.879 11.879 11.879 11.879 11.879 12.629 14.280 15.931 18.249 20.566 23.816 27.066 29.129 29.545 29.545 29.545 29.545 29.545 29.545 29.545 29.545 30.077 31.212.00.00.00.00~.00 5 IF~.1300>01 5 IF~.1300+01 SIF~.1300+01 NODE DATA ME 101/I 2 DATE 040182 PAGE 69 DATA PT 255 255 E 260 265 B 265 TYPE TITLE 7 INP TINP COORDINATES X Y 17.720 38.690 18.136 38.690 18.470 38.690 22.568 38.690 22.740 38.690 (FT)z 31.629 31.629 31.629 31.629 31.629 ADDITIONAL WEIGHT (LBS)'00.00.00 SIF INPUT DATA 265 E 270 275 280 285 290 290A 295 300 305 310 B 310 310 E 315 320 8 320 320 E 500 TINP T INP ANCH 22.862 23.720 23.720 23.720 23.720 23.720 23.720 23.720 23.720 23.720 23.720 23.720 23.303 22.470 22.470 22.470 22.175 21.645 38.690 38.690 40.294 45.190 45.190 45.419 47.856 50.294 51.065 51.065 51.065 51.065 51.065 51.065 51.523 51.940 51.940 51.940 31.751 32.608 32.608 32.608 32.025 32.025 32.025 32.025 32.025 31.588 31.504 31.088 31.088 31.088 31.088~31.088 31.382 31.913.00.00.00.00.00.00.00 5 IF=.1300+01 S IF~.1300401 5 IF~.1300+01 S IF~.1300+01 SIF~.1300+01 ELEMENT DATA TITLE SP-HCB-108 LINE PROJECT NUMBER: 8856 PROBLEM NUMBER: 5280 USER J.ABISAMRA LOAD CASES: SAM02 ME 101/I2 DATE 040182 PAGE 70 ELEMENT FROM TO TYPE/TITLE MATERIAL ELEMENT LENGTH (FT)PIPE WALL E DIAM THICK (IN)(IN)(PSI)MU WEIGHT DENS (LB/IN3)UNIF WEIGHT (Le/FT)PRESS (PSI)CODE AND CLASS BEND ANGLE RAD (FT)(DEG)5 10 15 10 15 20 TNGT TNGT TNGT SA376-TP304 SA376-TP304 SA376-TP304 .41 1.23.88 1.31.133.283+08.30.00000 1.31.133.283+08.30.00000 1.31.133.283+08.30.00000 2.750 2.750 2.750 0.SC374 0.'SC374 0.SC374 20 25 30 35 25 TNGT 30 TNGT 35 TNGT 40 TNGT SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 .36.36.60.65 1.31.133.283+08.30.00000 1.31.133.283+08.30.00000 1.31.133.283+08.30.00000 1.31.133.283+08.30.00000 2.750 2.750 2.750 2.750 0.0.0.0.SC374 SC374 SC374 SC374.20 45 8 45 E 50 55 60 65 70 75 80 B 80 E 85 90 95 100 B 100 E 105 110 115 120 8 120 E 125 130 130A 135 135A 45 8 TNGT 45 E BEND 50 TNGT 55 TNGT 60 TNGT 65 TNGT 70.TNGT 75 TNGT 80 8 TNGT 80 E BEND 85 TNGT 90 TNGT 95 TNGT 100 B TNGT 100 E BEND 105 TNGT 110 ,TNGT 115 TNGT 120 B TNGT 120 E BEND 125 TNGT 130 TNGT 130A TNGT 135 TNGT 135A TNGT 137 TNGT SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 1.12.65.19 1.06 1.50.25.82 1.01.34.65.25 2.50 1.58.50.65.65.43.51 1.82.65 1.58.40 1.58 1.58 1.58 1.58 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31~1.31 1.31 1.31.133.283408.30.133.283+08.30.133.283408.30.133.283+08.30.133.283+08.30.133.283408.30.133.283+08.30.133.283+08.30.133.283+08.30.133.283+08.30.'133.283+08.30.133.283+08.30.133.283+08.30.133.283408.30.133.283+08.30.133.283+08.30.133.283+08.30.133.283+08.30.133.283+08.30~133.283+08.30.133.283+08.30.133.283408.30.133.283+08.30.133.283+08.30.133.283+08.30.133.283+08.30.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 0 0 0 0 0 0 0 0 cp 0 0 0 0 0 0 0 0 0 0 0 0 0 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 0.SC374 0.SC374 0.SC374 0.SC374 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2.417 90.000.417 90.000.417 90.000.417 90.000 137 138 TNGT SA376-TP304 .92 1.31.133.283+08.30.00000 2.750 0.SC374 137 140 140A 140 140A 145 TNGT TNGT TNGT SA376-TP304 SA376-TP304 SA376-TP304 1.33 2.00 2.00 1.31.133.283+08.30.00000 1.31.133.283+08.30.00000 1.31.133.283408.30.00000 2.750 2.750 2.750 0.0.0.SC374 SC374 SC374 145 145A 145A 150 TNGT TNGT SA376-TP304 SA376-TP304 3.06 3.06 1.31.133.283+08.30 1.31.133.283+08.30 2.750 2.750 0.SC374 0.SC374 ELEMENT DATA ME 101/I 2 DATE 040182 PAGE 71 ELEMENT FROM TD TYPE/TITLE MATERIAL ELEMENT LENGTH (FT)PIPE DIAM (IN)WALL E MU WEIGHT UNIF THICK DENS WEIGHT (IN)(PSI)(LB/IN3)(LB/FT)PRESS (PSI CODE AND CLASS BEND ANGLE RAD (FT)(DEG)150 155 160 165 170 175 180 B 180 E 185 185A 190 190A 195 200 205 205A 210 210A 215 215A 220 225 B 225 E 230 230A 235 235A 240 245 250 255 B 255 E 260 265 B 265 E 270 275 280 285 290 290A 295 300 305 310 B 310 E 315 320 B 320 E 155 160 165 170 175 180 B 180 E 185 185A 190 190A 195 200 205 205A 210 210A 215 215A 220 225 B 225 E 230 230A 235 235A 240 245 250 255 B 255 E 260 265 8 265 E 270 275 280 285 290 290A 295 300 305 310 B 310 E 315 320 B 320 E 500 TNGT TNGT TNGT TNGT TNGT TNGT BEND TNGT TNGT TNGT TNGT TNGT TNGT TNGT TNGT TNGT TNGT TNGT TNGT TNGT TNGT BEND TNGT TNGT TNGT TNGT TNGT TNGT TNGT TNGT BEND TNGT TNGT BEND TNGT TNGT TNGT TNGT TNGT TNGT TNGT TNGT TNGT TNGT BEND TNGT TNGT BEND TNGT SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 SA376-TP304 .42 2.42 2.94.23.27.99.33 4.04 1.92 1.92 2.09 2.09.83.75 1.65 1.65 2.32 2.32 3.25 3.25 2.06.65 2.58 2.98 2.98 3.01 3.01 3.00.53 1.14.65.33 4.10.33 1.21 1.60 4.90.58.23 2.44 2.44.77.44.08.65.83.46.65.75 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31.133.133.133.133.133.133.133.133.133.133.133.133.133.133.133.133.133.133.133.133.133.133.133.133.133.133.133.133.133.133.133.133.133.133.133.133.133.133.133.133.133.133.133.133.133.133.133.133.133.283+08.283408.283+08.283+08.283+08.283408.283+08.283+08.283408.283+08.283+08.283+08.283408.283+08.283408.283+08.283+08.283+08.283408.283+08.283+08.283+08.283+08.283+08.283+08.283+08.283+08.283+08.283+08.283408.283408.283+08.283+08.283+08.283+08.283+08.283+08.283+08.283008.283+08.283+08.283+08.283+08.283+08.283+08.283+08.283+08.283+08.283+08.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2'50 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 2.750 0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374.SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 SC374 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2.417 45.000.417 90.000.417 90.000.417 45.000.417 90.000.417 90.000 RESTRAINT DESCRIPTION TITLE SP-HCB-108 LINE PROJECT NUMBER: 8856 PROBLEM NUMBER: 5280 USER J.ABISAMRA LOAD CASES: SAM02 ME 101/I2 DATE 040182 PAGE 72 POINT TYPE TITLE AXIS DIRECTION COSINES OF X Y RESTRAINT z TRANSLATIONAL FLEXIBILITY TORSIONAL FLEXIBILITY (IN/LB)(RAD/LB-IN) 5 5 5 50 65 65 85 85 95 105 115 115 130 130 135 135 140 140 145 145 145 150 150 160 170 185 185 190 190 195 ANCH ANCH ANCH RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD ANCH ANCH ANCH RAD RAD RAD RAD RAD RAD RAD RAD RAD 1.0000.0000.0000.3908.0000 1.0000.0000 1.0000.0000.0000 1.0000.0000 1.0000 1.0000 1.0000.OOOO 1.0000 1.0000 1.0000.0000 1.0000.0000 1.0000.0000.0000 1.0000.0000 1.0000.0000.0000 1.0000.0000.9205.0000.0000.0000.0000 1.0000.0000 1.0000.OOOO 1.0000.0000 1.OOOO 1.0000 1.0000.0000 1.0000.0000 1.0000.0000.000000000000 .000000000000 .000000000000 .000000000000 .000000000000 .000000000000 .000000000000 .000000000000 .000000000000 .000000000000 .000000000000 195 205 205 210 210 215 215 220 220 230 230 235 235 240 240 250 250 260 260 275 275 RESTRAINT DESCRIPTION RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD RAD.0000 1.0000 1.0000.OOOO 1.OOOO 1.0000.0000.0000.OOOO.0000 1.OOOO.0000.0000.OOOO 1.0000.0000.0000 1.0000 1.0000.0000 1.0000 1.0000 1.0000.0000 1.0000 1.0000.0000.0000 1.0000 1.0000.0000.0000.0000 1.0000.0000 1.0000.0000 1.0000.0000.0000-.0000 1.0000 ME 101/I2.000000000000 .000000000000 .000000000000 .000000000000 .000000000000 .000000000000 .000000000000 .000000000000 .000000000000 .000000000000 DATE 040182 PAGE 73 290 290 295 295 305 500 500 500 RAD RAD RAD RAD RAD ANCH ANCH ANCH-A--8--C-1.OOOO 1.0000.0000 1.0000.0000.0000 1.0000.0000 1.0000.0000.0000.0000 1.0000.000000000000 .000000000000 .000000000000 .000000000000 DESCRIPTION OF LOAD SAM02 TITLE SP-HCB-108 LINE PROJECT NUMBER: 8856 PROBLEM NUMBER: 5280 USER J.ABI SAMRA LOAD CASES: SAM02 ME 101/I2 DATE 040182 PAGE 74 POINT TYPE TITLE AXIS DIRECTION CDSINES SEISMIC ANCHOR MOVEMENTS (IN)COSAX COSAY COSAZ PHASE: CNT RB DIRECTION OF SAM: X 5 ANC 5 ANC 5 ANC 25 RAD 50 RAD 65 RAD 65 RAD 85 RAD 85 RAD 95 RAD 105 RAD 115 RAD 115 RAD 130 RAD 130 RAD 135 RAD 135 RAD 140 RAD 140 RAD 145 ANC 145 ANC 145 ANC 150 RAD 150 RAD 160 RAD 170 RAD 185 RAD 185 RAD 190 RAD 190 RAD 1.000.000.000.000 1.000.000.000.000 1.000.391.000.920.000 1.000.000 1.000.000.000.000 1.000.000 1.000 1.000.000.000.000.000 1.000.000.000.000 1.000 1.000.000.000.000.000 1.000 1.000.000.000.000 1.000.000.000.000 1.000 1.000.000-000.000.000 1.000.000.000 1.000.000.000 1.000 1.000.000 1.000.000.000.000.000 1.000.000.000.000 1.000.000 1.000.000 1.000.000.000.000 1.000.000.000.000 1.000.008.000.000.000.000.000.003.000.000.039.000.000.000.039.000.000 t.000.000.000.039.000.000;000.000.000.039.000.000.000.102.000.102.000.000.000.102.000.000.000.000.000.102.000.000.000.102.000.102.000.000 DESCRIPTION OF LOAD 195 RAD 195 RAD 205 RA 0 SAM02 1.000.000.000.000.000 1.000 1.000.000..000 ME 101/I 2.000.102.000.000.000.102 DATE 040182 PAGE 75 DESCRIPTION OF LOAD SAM02 ME 101/I2 DATE 040182 PAGE 76 POINT TYPE TITLE AXIS DIRECTION CDSINES SEISMIC ANCHOR MOVEMENTS (IN)COSAX COSAY COSAZ PHASE: CNT RB DIRECTION OF SAM: X 205 RAD 210 RAD 210 RAD 215 RAD 215 RAD 220 RAD 220 RAD 230 RAD 230 RAD.000 1.000.000 1.000.000.000.000 1.000.000.000.000 1.000.000.000.000 1.000.000 1.000.000.000 1.000.000.000.000.102.000.102.102.000 235 RAD 235 RAD 240 RAD 240 RAD 250 RAD 250 RAD 260 RAD 260 RAD 275 RAD 275 RAD 290 RAD 290 RAD 295 RAD 295 RAD 305 RAD 500 ANC 500 ANC 500 ANC-A--B--C-.000 1.000.000.000.000 1.000.000 1.000.000.000.000 1.000 1.000.000.000.000 1.000.000.000 1.000.000.000.000 1.000 1.000.000 1.000.000.000.000.000 1.000 1.000.000.000.000.000 1.000.000 1.000.000 1.000.000.000.000 1.000.000~000.000 1.000.000.000.000..102.000.000.000.000.102.166.000.166.000.166.000.000 -DESCRIPTION OF LOAD SAM02 ME 101/I2 DATE 040182 PAGE 77 POINT TYPE TITLE AXIS DIRECTION COSINES SEISMIC ANCHOR MOVEMENTS (IN)COSAX COSAY COSAZ PHASE: CNT RB DIRECTION OF SAM: Y 5 ANC 5 ANC 5 ANC 25 RAD 50 RAD 65 RAD 65 RAD 85 RAD 85 RAD 95 RAD 105 RAD 115 RAD 115 RAD 130 RAD 130 RAD 135 RAD 135 RAD 140 RAD 140 RAD 145 ANC 145 ANC 145 ANC.391.000.920.000 1.000.000 1.000.000.000.000 1.000.000 1.000.000.000.000.000 1.000.000 1.000.000 1.000.000.000.000 1.000.000.000.000 1.000 1.000.000.000.000.000 1.000.000.000.000 1.000 1.000.000.000.000 1.000.000.000.000 1.000 1.000.000.000.000 1.000.000.000.000 1.000..000.000.001.000.000.000.000.000.001.000.000.000.000.002..000.000.000.000.000.002.000.000.000.002.000.000 150 RAD 150 RAD 160 RAD 170 RAD 185 RAD 185 RAD 190 RAD 190 RAD 195 RAD 195 RAD 205 RAD 1.000.000.000.000 1.000.000.000 1.000 1.000.000.000.000.000 1.000 1.000.000.000.000 1.000 1.000.000.000 DESCRIPTION OF LOAD SAM02 ME 101/I 2 DATE 040182 PAGE 78 POINT TYPE TITLE AXIS DIRECTION CDSINES SEISMIC ANCHOR MOVEMENTS (IN)CDSAX COSAY COSAZ PHASE: CNT RB DIRECTION OF SAM: Y 205 RAD 210 RAD 210 RAD 215 RAD 215 RAD 220 RAD 220 RAD 230 RAD 230 RAD 235 RAD 235 RAD 240 RAD 240 RAD 250 RAD 250 RAD 260 RAD 260 RAD 275 RAD 275 RAD 290 RAD 290 RAD 295 RAD 295 RAD 305 RAD 500 ANC 500 ANC 500 ANC-A--8--C-.000 1.000.000 1.000.000.000 1.000 1.000.000.000.000 1.000.000 1.000.000.000 1.000.000 1.000.000.000.000 1.000.000 1.000.000.000.000 1.000.000 1.000.000.000.000 1.000 1.000.000.000 1.000.000 1.000.000.000.000 1.000.000.000.000 1.000 1.000.000.000.000.000 1.000 1.000.000.000 1.000.000 1.000.000.000.000 1.000.000.000.000 1.000.005.000.000.000.005.000.000.018.000.000.018.000-'-...000.000.018.018.000.000.000.000.000.000.000.000.024.000.024.000.000.000.000.005.000.005.000.018 DESCRIPTION OF LOAD SAM02 ME 101/12 DATE 040182 PAGE 79 POINT TYPE TITLE AXIS DIRECTION COSINES SEISMIC ANCHOR MOVEMENTS (IN)COSAX COSAY COSAZ PHASE: CNT RB DIRECTION OF SAM: Z 5 ANC 5 ANC 5 ANC 1.000.000.000.000 1.000~000.000.000 1.000.000.000.008 25 RAD 50 RAD 65 RAD 65 RAD 85 RAD 85 RAD 95 RAD 105 RAD 115 RAD 115 RAD 130 RAD 130 RAD 135 RAD 135 RAD 140 RAD 140 RAD 145 ANC 145 ANC 145 ANC.391.000.920.000 1.000.000 1.000.000.000.000 1.000.000 1.000.000.000.000.000 1.000.000 1.000.000 1.000.000.000.000 1.000.000.000.000 1.000 1.000.000.000.000.000 1.000 1.000.000.000.000.000 1.000.000.000.000 1.000 1.000.000.000.000 1.000.000.000.000 1.000.000.000.000.000.000.000.000.000.068.000.068.000.068.000.077.000.077.000.000.077 150 RAD 150 RAD 160'AD 170 RAD 185 RAD 185 RAD 190 RAD 190 RAD 195 RAD 195 RAD 205 RAD 1.000.000.000.000.000 1.000 1.000.000 1.000.000.000.000.000 1.000.000.000.000 1.000.000.000.000 1.000.000.000 1.000.000.000 1.000.000.077.000.000.077.000.077.000.077.000.077.077 DESCRIPTION OF LOAD SAM02 ME 101/12 DATE 040182 PAGE 80 POINT TYPE TITLE AXIS DIRECTION COSINES SEISMIC ANCHOR MOVEMENTS (IN)COSAX COSAY COSAZ PHASE: CNT RB DIRECTION OF SAM: Z 205 RAD 210 RAD 210 RAD 215 RAD 215 RAD 220 RAD 220 RAD 230 RAD 230 RAD 235 RAD 235 RAD RAD 2 v RAD 250 RAD 250 RAD 260 RAD 260 RAD 1.000.000.000 1.000 1.000.000.000 1.000 1.000.000.000 1.000.000 1.000.000.000.000 1.000.000 1.000.000.000.000 1.000.000 1.000.000.000.000 1.000 1.000.000.000 1.000.000 1.000.000.000.000 1.000.000.000.000.000.000.000.077'000.077.000.077.000.077 275 RAD 275 RAD 1.000.000.000.000.000 1.000.000.077 290 RAD 290 RAD 295 RAD 295 RAD 305 RAD 500 ANC 500 ANC 500 ANC-A--B--C-.000.000.000 1.000 1.000.000.000.000 1.000.000 1.000.000 1.000.000.000.000 1.000.000.000.000 1.000.000.086.000.086.000.000.086 DIAGNOSTIC MESSAGE ANALYSIS TITLE SP-HCB-108 LINE PROJECT NUMBER: 8856 PROBLEM NUMBER: 5280 USER J.ABI SAMRA LOAD CASES:+ALL+ME 101/I 2 DATE 040182 PAGE 81 LEVEL TAG TO DIAGNOSTIC MESSAGE LOAD CASE(S): SAM02+WRN++WRN+145 POINT IS ASSUMED TO BE AN INLINE ANCHOR.BANDWIDTH REDUCTION: 18 BAND, 4 PASSES, 89 NODES, 1 START,.056 SEC. DIAGNOSTIC MESSAGE ANALYSIS ME 101/I2 DATE 040182 PAGE 82 O'TIME FOR ME101IA'NPTOO INPT10 TBLOMP INPT20 INPT30 INPT40 INPT50 INPT60 INPT70 INPTBO INPT90 TOTAL 6.854 15.673.000.174.062.004.105.031.372 3.132.025 26.433 CORE CHANGED FROM 55358 TO 48600 DECIMAL WORDS~+>>CHECKPOINT~~~ CIXOT, KM%ME 101.ME 101 I SEIS01+++ME 1011*++ME'I01 I/F EBOS CORE CHANGED FROM 42600 TO 48600 DECIMAL WORDS CORE CHANGED FROM 48600 TO 78741 DECIMAL WORDS CORE CHANGED FROM 78741 TO 79253 DECIMAL WORDS

INPUT DATA SCAN TITLE SP-HCB-108 L INE PROJECT NUMBER: 8856 PROBLEM NUMBER: 5280 USER J.ABISAMRA LOAD CASES ME 101/I2 DATE 040182 PAGE 83 COL 20 1 4 1: HED 2: 3: 4;5: 6: ANC 7: 8: 9: 10: 11: 12: 13: 14: 15: 16: 17: RAD 18: 19: 20: 21: 22: 23: RAD 24: 25: 26: 27: RAD 28: RAD 29: 30: 31: 32: 33: RAD 34: RAD 35: 36: 37: RAD 38: 39: 40: RAO 41: 42: 43: RAO 44: RAD 45: 46: COL 7 10++5-.0451 10-0-4.49 15-1-1.58 20-0-9.67 25 25.391 30 35 40 45 50 50 55 60-1-.75 65 65 1 65 70 75 80 85 85 1 85 90 95 95 100 105 1051.0.1 10 115-0-6.125 115 115 120-2-2-7/8 125 COL 21.021-0-4.375-0-4.375-0-7.25"0-7.75 1-6.5 0-8 2.5 1-.75 0-5.125 COL 32+COL 43.0192 0-1.91 0-5.76 0-4.1.921 0-7.25 50 1-.75 1-.75 0-3 1-7 0-11 50 2.0 50 0-9-7/8 1-.125 0-9.125'D COL COL COL 51 61 71+++TIT%SP-HCB-108 LINE, PROJN0%8856,PROBN0%5280, E IGEN%3, MODES%35, PER%0.01, UNITS%2,USER% J.ABISAMRA, PHASE%CNT, OD%1.315, THI~.133, TEMP%200,LBS/FT%2.75, CODEKSC374,CLASS%2, PPRESS%30,DPRESS%30, MAT%SA376-TP304,E%28.3E6, SC%18800,SH 17800, SIF%1.3, SIFR 1.3, ADDWT%20, SIF%1.3, PHASEKCNT, 5 IF a 1.3, ADOWT%20, 5 IF a 1.3, ADDWT%20, ADDWT%2, PHASEaCNT,OISPa.021 'IF%1.3, SIF%1.3, PHASE%RB, PHASE%RB, S IF%1.3, ADDWT%50, S IF%1.3, ADDWT%50, PHASE%RB, PHASE%RB, SIF%1.3, PHASE%RB, PHASE%RB, SIF%1.3, PHASE%RE PHASE%RB, SIF 1.3, COL 80

INPUT 47: 48: 49: 50: 51: 52: 53: 54: 55: 56: 57: 58: 59: 60: 61: 62: 63: 64: 65: 66: 67: 68: 69: 70: 71: 72: 73: 74: 75: 76: 77: 78: 79: 80: 81: 82: 83: 84: 85: 86: 87: 88: 89: 90: 91: 92: 93: 94: 95: 96: 97: 98: 99: 100: 101: 102: 103: 104: 105: 106: DATA SCAN RAD RAO RAD RAO 130 1301.0 130 135 1351.0 135 137 138 RAO RAO RAD SPD RAD RAD RAO RAD RAD RAD RAD RAD RAD RAO RAO RAD RAD RAO RAD RAO RAD RAD RAD RAO RAD RAO 1501.0 150 155 1602-5" 160 1652-11.25 165 1700-2.75 170 1750-3.25 180 185 1851.0 185 190 1901.0.190 195 1951.0 195 200 205 2051.0 205 210 2101.0 210 215 2151.0 215 220 2201.0 220 225 2303.0 230 230 2355-1 1-5/8 235 235 2406-.25 240 240 2453.0 250 2501.0 137140 RAO 1401.0 RAD 140 145 ANC 145 145150 0-4.75 3-2 3-2 1-4 4.0 6-1.5 0-5 0-9.9 4-2.5 3-10 4-2.25 0-10 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0-11 1.0 1.0 1.0 1.0 0-9.9 50 1.0 1.0 1.0 0-9 3-3-5/8 4-7-5/8 6-6 2-5.75 SD 1.0 1.0 1.0 0-6-3/8 ME 101/I2 PHASE%RB, PHASE%RB, SEG%2, PHASE%RE PHASE%RB, SEG%2, SIP%1.3, ADDWT%20, PHASE%RB, PHASE%RB, SEG%2, PHASE%RE SEG%2, PHASE%RB, PHASE%RE SIFIE1.3, PHASE%RB.PHASEKRB, SIF%1.3, PHASE%RB PHASEKRB, SEG%2, PHASE%RB.PHASE%RB, SEG%2, PHASE%RB, PHASE%RB, SIF%1.3, PHASE%RB, PHASE%RB, SEG%2, PHASE%RB, PHASE%RB.SEG%2, PHASE%RB, PHASE%RB, SEG%2.PHASE%RB, PHASE%RB, PHASE%RB, PHASEKRB, SEG%2, PHASE%RB, PHASE%RB, SEG%2, PHASE%RB, PHASE%RB, SIF$1.3.PHASE%RB, DATE 040182 PAGE 84 INPUT DATA SCAN ME 101/I 2 DATE 040182 PAGE 85 107: RAD 108: 109: 110: RAD 111: RAD 112: 113: 114: 115: RAD 116: RAD 117: 118: 119: 120: RAD 121: RAD 122: 123: RAD 124: RAD 125: 126: 127: RAD 128: 129: 130: 131: 132: ANC 133: ACE 134: ACE 135: ACE 136: ACE 137: ACE 138: 139: 140: 141: 142: 143: 144: 145: 146: 147: 148: 149: 150: 151: ACE 152: 153: 154: 155: 156: 157: 158: 159: 160: 161: 162: 163: 164: 165: ACE 166: 250 255 2600-9 260 260 2654-3.25 2700-1 1.756 275 2751.0 275 280 285 290 2901.0 290 295 2951.0 295 300 305 305 310 315-1-3 320 500-0-9.9 500 1.0 1.0 1-7.25 1-6-5/8 5D 1.0 5D 0-11.756 SD 5D.1000, 2.2500, 2.5000, 4.3000, 6.3000, 13.2000, 20.0000.26.0000.28.9000, 100.OOOO, 100.0030.100.0060, 100.0090..1000, 3.5000, 5.1000, 6.9000, 12.5000, 23.0000, 30.0000, 33.0000, 100.0010, 100.0040, 100.0070, 100.0100, 100.0130, 1000~.0000~1.2251, 2.3450, 4.9813, 2.5635, 2.7602, 1.1751,.7800,.6097,.3730,~3733..3716,.3716,.0150..4400, 2.9600, 3.3200, 3.9600, 1~1479'5568,.3300,.2894,.2911,.2911,.2911,.2914~.9200, 2.3000, 2.8000, S.5000, 7.3000, 14.0000~24.0000, 27.2000, 33.9500, 100.0010, 100.0040, 100.0070,.1150, 3.8000, 5.8000.10.5000.19.8000, 25.0000.31.0000.34.0000, 100.0020, 100.0050, 100.0080.100.01 10,.8000, 1.0 4-10.75-0-7 0-2.75 1.0 4-10.5 1.0 0-9.25-0-5.25 1.0-0-6 0-10.5 0-9.9 PHASE<RB, PHASE~RB, PHASEiRB, SIF~1.3.PHASEKRB, PHASE>RB, SIF~1.3, SIF~1.3, PHASE~RB, PHASE>RB, SEG~2, PHASERRB, PHASE<RB, SIF~1.3e PHASE~RB, SIFR1.3.TYP~3,POIm37. DIR~X.4495, 1.7000, 1.6304;2.3500, 5.3600, 4.2000, 1.6089, 5.7000, 4.8500, 12.0000.2.0700, 15.0000, 1.0200~25.0000 e.7800, 28-0000,.4045, 35.0000,.3716.100.0020..37 16, 100.0050,.37 16.100.0080~.9728, 2.3450, 5.3600, 1.6649, 4.8500, 2.0700,.8691,.6608,.3730,.3741,.3716,.3716, DIRTY 0178,.7889, 2.9600.3.3200, 3.9600.1.0600,.4212,.2900,.2897..2894,'2894e.2894,.4000, 4.3000, 6.8000, 12.OOOO.20.8300.28.0000.32.0000, 100.0000, 100.0030, 100.0060, 100.0090, 100.0120,.1716, 1.5045, 3.2581, 3.3307, 2.7177, 1.0600..3300..2900,.2894,.2897,.2897,.2894, DIR~Z.3064, 1.2900,.4189, PHASE<RB, LDNAME<SE IS01, TITLE%ENVELOPE OF OBERBC719 INPUT DATA SCAN 167: 168: 169: 170: 171: 172: 173 174: 175: 176: 177: 178: 179: EOA 180: ACE 181: ACE 182: ACE 183: ACE 184: ACE 185: 186: 187: 188: 189: 190: 191: 192: 193: 194: 195: 196: ACE 197: 198: 199: 200: 201: 202: 203: 204: 205: 206: 207: 208: ACE 209: 210: 211: 212: 213: 214: 215: 216: 217: 218: 219: 220: EOA 221: ACE 222: ACE 223: ACE 224: ACE 225: ACE 226: 2.1660, 2.3500, 4.8000, 5.8500, 1 1.0000, 18.0000, 35.0000, 100.0010, 100.0040.100.0070.100.0100, 100.0130..1000, 1.6700, 2.5000.5.0000, 7.2000, 14.0000, 22.0000, 31.2500, 43.0020, 43.0050, 43.0080,.1000, 1.2900, 3.3000, 6.7000, 12.5000, 21.0000.25.0000, 29.5000, 100.0010, 100.0040, 100.0070,.1000,.5660,.9800, 1.6700'.5000, 4.8000.6.0000, 14.0000, 20.5000.31.2500, 100.0010, 1000,.8645, 2.3450, 3.5600, 1.7057, 1.2140, 1.4000,.2786,.2500,.2500,.2500,.2500..2500,.0300,.8755, 2.1700, 1.5615, 3.4800, 1.8571,.8600,.4730,.4727,.4727..4734,.0240..3902, 1.0458, 2.1900, 1.8682, 1.7000,.7000,.4671,.4127,.4130,.4130,.0300,~2593e.3833,.8755, 2.1700.2.3100, 1.6850,.8600,.6100,~3322..3230,.0080, 2.2500, 2.7000, 5.0000.6.7500, 11.5000, 19.2000.37.0000, 100.0020, 100.0050, 100.0080, 100.01 10..1200, 1.7000, 2.9000.5.3000, 7.4000.14.5000, 25.0000, 43.OOOO, 43.0030, 43.0060'3.0090'1200, 2.2000, 3.5000, 7.2000, 13.0000, 23.0000, 26.6600, 32.5000, 100.0020, 100.0050, 100.0080~.1200,.7500, 1.2000, 1.7000, 2.8000, 5.0000, 8.8000, 14.8000.23.3300, 32.0000.100.0020, 1.7000, ME 101/I 2 1.2045, 2.3450, 2.9819.1.9300, 1.1028,.9295,.2500,.2500,.2500,.2500,.2500, 2.3000, 3.2000, 5.7000, 10.0000, 12.2000, 30.0000, 100.0000, 100.0030, 100.0060, 100.0090.100.0120.1.6304, 3.5600, 1.6770, 1.9300, 1.4000,.5800,.2500,.2500,.2500,.2500,.2500, LDNAME~SEIS02, TITLE~ENVELOPE OF SSERBC719 ,POI%33~TYP$3 DIR~X.0478,.9000, 2.7900, 1.6010, 3.6400, 1.6600,.8600,.4730,.4727,">i.4735,..4727, DIRTY.0452,.4731, 1.1600;2'500, 1.9400,.8232,.5700,.4130,.4121,.4130,.4130, DIRKZ.0432,.3037,.4713,.9000, 2.1700, 1.8682, 1.6850,.7800,.6100,.3230,.3230, 1.2000, 2.OOOO, 4.3000, 17.2000, 28.0000, 43.0010, t 43.0040, 43.0070 100.0010,.4000, 2.7000, 5.1000, 12.0000, 19.2000, 24.0000, 28.0000, 100.0000, 100.0030, 100.0060, 100.0090,.2330,.9500, 1.4500.2.0000.3.3000,!5.3000, 12.5000.18.0000, 30.0000, 100.0000o 100.0030..6512,.9900, 2.7900, 1.9209, 3.6400.1.1738,.5763,.4735,.4735,.4727,.4730..2115,.7361, 2.1900.2.2500'.9400..7497,.5700,.4130..4127,.4130,.4130,.1265,-3727..6940,.9900,=2.3100.1.6010..9130..7800,.3646,.3230,.3230, LDNAME~SEIS03, TITLE>ENVELOPE OF SRVRBC719 POI$54.TYP>3,COEF<CS4, DIRKX.0080, 2.6087,.0151, DATE 040182 PAGE 86 INPUT DATA SCAN 227: 228: 229: 230: 231: 232: 233: 234: 235: 236: 237: 238: 239: 240: 241: 242: 243: 244: ACE 245: 246: 247: 248: 249: 250: 251: 252: 253: 254: 255: 256: 257: 258: 259: 260: 261: 262: 263: ACE 264: 265: 266: 267: 268: 269: 270: 271: 272: 273: 274: 275: 276: 277: 278: 279: 280: 281: 282: EOA 283: ACE 284: ACE 285: ACE 286: ACE 2.7000, 4.4000, 6.5000, 10.7000, 12.5000, 23.0000, 32.0000, 54.5000, 70.0000, 86.0000, 100.0540, 100.0570, 100.0600, 100.0630, 100.0660.100.0690, 100 0720i.1000, 3.0000, 4.0500, 5.4050, 6.0870, 6.9565, 9.7750, 10.4348, 11.7381~12.8696, 17.9130, 19.3913.22.7700, 24.1500, 28.5000, 45.9000, 72.6800, 85.0000,.1000, 3.4500, 4.0000, 10.0000, 19.0000, 26.OOOO, 48.0000.64.OOOO, 86.0000, 100.0550, 100.0580.100.06 10, 100.0640, 100.0670.100.0700, 100.0730, 100.0760.100.0790,.0251,.2750'2340,.2500,.2500,.6408, 1.5940,.8750,.6720,.3280,.2730,.2730,.2730,.2730,.2730'2730'2730,.0160..0310,.1060,.1380,.1740..2890,.5050,.4431,.7200, 1.5700.1.4207,.7856,.6230,.5050..3590,.2270,.1789,.1640,.0160,.0187,.0192,.0780,.4530..7500, 1.0000,.6720,.2810,.2500,.2500,.2500,.2500,.2500,.2500,.2500,.2500..2500, 3.2000, 5.6000, 7.0000, 11.5000, 15.5000, 24.3478, 42.5000, 57.0000, 74.9000, 92.0010, 100.0550, 100.0580.100.0610, 100.0640.100.0670, 100.0700, 100.0730.1.7000'.2500, 4.4000, 5.6522, 6.5217, 7.3044, 10.3500, 11.3043, 11.7500, 13.0435, 17.9400, 20.0000.23.0000, 25.1850, 34.0000, S7.0000, 74.5000, 100.0070.1.7000, 3.4783, 5.0000, 13.0435, 20.7000.32.0000, 54.5000, 70.0000, 100.0040.100.0560.100.0590, 100.0620, 100.0650, 100.0680, 100.0710, 100.0740, 100.0770, 100.0800.0750,.2750,.4060,.2082,.5780,.6671, 1.5940,.8750,.4060.ME 101/I2 3.8000, 6.2000, 9.2000, 12.1739.19.9800, 26.0000, 48.0000, 64.0000'0.5000.100.0010, 100.0560, 100.0590, 100.0620.100.0650, 100.0680, 3280,.2730,.2730,.2730,.2730'2730,.2730,.2730, DIRN 100.0710, 100.0740, Y j 2.3000, 3.5000, 4.7826, 5.7565, 6.9000, 7.3913, 10.4075, 11.5000, 12.1739, 17.2500, 18.4000'0.7000, 23.6900, 25.2500, 42.0000, 68.0000, 80.0000, 0160,.0310..1060,.1510,.1740,.4750,.4700,.6330,.7212,, 1.6900, 1.4100..6817,.6130,.4078,.3440,.2190~.1664,.1410, DIR~.0160,.0190..0284,.1597..4702, 1.5940,.8750~.6720,.2500,.2500,.2500,.2500,.2500..2500,.2500,.2500,.2500,.2500, 100.0480, Z 3.2200, 3.7950, 7.0000, 16.0000, 21.7391, 42.5000.57.0000.74.9000, 100.0540, 100.0S70, 100.0600.100.0630, 100.0660.100.0690'00.0720, 100.0750, 100.0780, 100.08 10.0800,.2340,.4060,.2340,.5940,.7500, 1.0000,.6720..3408,.2730,.2730,.2730,.2730'2730,.2730,.2730,.2730,.0200,.0350,.1380,.1700,.2741,.5050,.4510,.6707,.9010, 1.6900, 1.1500,.6230,.5660,.4060,.2340,.2190,.1640,.1410, 0184,.0190,.0470..2500,.5240, 1.5940,.8750,.4060..2500'2500..2500..2500,.2500,.2500,.2500,.2500,.2500,.2500'DNAME~SEIS04. TITLE%ENVELOPE OF CHGCORBC719 TYP+3e COEFcCS4o POI~84, DATE 040182 PAGE 87 INPUT DATA SCAN 287: ACE 288: 289: 290: 291: 292: 293: 294: 295: 296: 297: 298: 299: 300: 301: 302: 303: 304: 305: 306: 307: 308: 309: 310: 311: 312: 313: 314: 315: 316: ACE 317: 318: 319: 320: 321: 322: 323: 324: 325: 326: 327: 328: 329: 330: 331: 332: 333: 334: 335: 336: 337: 338: 339: 340: 341: 342: 343: 344: 345: ACE 346: 1.7391, 2.2609.2.6087, 3.0000, 3.7950.4.3478, 6.0870, 6.9565, 10.3500, 12.1739, 13.8000, 17.3913.19.2174~24.3478, 34.7826, 40.2500, 43.4783, 48.8750, 56.5217.63.2500, 92.0000, 100.0020, 100.0050, 100.0080, 100.01 10, 100.0140, 100.0170.100.0230, 1.7391, 2.4000.2.9900, 3.7950, 4.6000.5.6522, 6.9000.9.6600, 10.4075, 12.1739, 17.0200, 18.2609.20.7000.22.1950~24.1500, 28.4348, 34.7826, 43.4783, 57.5000'0.5000'00.0030, 100.0200, 100.0230, 100.0260, 100.0290.100.0320, 100.0350, 100.0380, 1000,.0048,.0083,.0124,.0170,.0293,.0892,.1388,.2019,.2123~.2549,.3651,.9609, 1.6480, 5.6300'.8850'.7278, 3.9746, 3.3983, 4.2237., 4.8901, 4.6939, 4.3586, 4.3562, 4.3562, 4.3562, 4.3288, 4.3486, 4.3486,.0071,.0107,.0159~0277,.1353,.1970,.3445,.6450,.5591, 1.5200.2.4600'.0219, 1.0800, 1.0000..7551,.5826,.6138,.6972,.8409,.8542,.7006,.7006,.7006,.7006..7006,.7006,.7006,.7006,.0048, 1.9130, 2.3000, 2.8696, 3.1304, 3.8261, 5.6522'.5217.7.3913.10.4348, 13.0435.13.9130.18.6957, 20.4348, 26.0870, 36.9565.43.1250, 44.9650, 51.7500, 60.3750, 80.5000, 100.0000, 100.0030, 100.0060, 100.0090'00.0120.100.0150, 100.0210, 100.0240.2.0870, 2.5300.3.1510.3.8261, 4.8522, 5.7565, 7.3044, 10.0000.11.3043, 12.6500, 17.2500, 19.0435, 21.3900, 22.7700, 25.3000, 33.4650, 36.9565'5.6522, 60.3750, 86.2500, 100.0180, 100.0210.100.0240, 100.0270, 100.0300, 100.0330, 100.0360, 100.0390, 1.7391, DIR~.0059,.0086,.0131..0222,.0301,.0892,.1388,.2181..2123,.3056,.3763, 1.4179, 2.3677, 6.9096, 6.7020, 4.0577, 3.8705, 3.7972'.8168, 4.8901, 4.3486, 4.3562, 4.3586, 4.3586, 4.3562, 4.3562,, 4.3486, 4.3486, DIRR.0093,.0111,.0174,.0286,.1920,.2390..6400,.6084,.9330, 2.1441, 2.2600.1.5645, 1.0800, 1.0000..6801,.5826,.6706,.7696,.8484,.8406,.7006,.7006,.7006,.7006,.7006,.7006,.7006'7006, DIRK.0048, ME 101/I 2 2.0870.2.4348, 2.9900, 3.4783.4.0870, 5.7500, 6.9000, 9.7750, 11.3043,.13.2250.15.6522, 19.1304~21.7391, 34.5000.37.9500, 43.1304, 46.OOOO, 52.1739~60.8696, 86.2500, 100.0010, 100.0040, 100.0070, 100.0100.100.0130, 100.0160, 100.0220, 100.0250, 2.3000, 2.7600, 3.4783, 4.1400, 5.2174.6.5217, 7.4750.10.3500.11.7391, 12.8696, 17.9130, 19.3913.21.7350, 23.0000, 26.0870, 34.5000.39.1304, 47.8261, 60.8696, 92.0000, 100.0190, 100.0220.100.0250, 100.0280, 100.0310, 100.0340.100.0370, 100.0400, 1.9130.0070..0098,.0167,.0222,.0513,.0923,.1915,.2181,.2227..3173..6131, 1.6008.3.1225, 6.9096, 6.6219, 4.0564, 3.8483, 3.8730.4.8902, 4.6939, 4.3288, 4.3288, 4.3288, 4.3288, 4.3586, 4.3586, 4.3486, 4.3486,.0103,.0132,.0194,.0442,.1920,.2390,.6450,.5381, 1.5200, 2.4600, 2.2600, 1.3774, 1.0100,.9820,.6522,.6067,.6972,.8408,.8542,.7244,.7006,.7006,.7006,.7006,.7006,.7006,.7006,.7006,.0059, DATE 040182 PAGE 88 INPUT DATA SCAN ME 101/I2 DATE 040182 PAGE 89 347: 348: 349: 350: 351: 352: 353: 354: 355: 356: 357: 358: 359: 360: 361: 362: 363: 364: 365: 366: 367: 368: 369: 370: 371:-372: 373: 374: 375: CORE CORE CORE CORE CORE.0083,.0124,.0222,.0301,.0892,.1388..2181,.2123,.3056,.6131.3.1225, 6.9096, 6.6219.3.9746, 3.7972.4.2237, 4.8902.4.8901, 4.3486, 4.3562, 4.3586, 4.3586.4.3562, 4.3562, 4.3562'.3562, 4'486o 2.2609.2.6087, 3.1304, 3.8261, 5.6522, 6.5217, 7.3913, 10.4348, 13.0435, 15.6522, 21.7391, 34.5000.37.9500, 43.4783,, 51.7500.56.5217, 60.8696, 80.5000, 100.0000, 100.0030, 100.0060, 100.0090, 100.0120, 100.0150, 100.0180~100.02 10, 100.0240, 2.0870, 2.4348.3.0000, 3.7950, 4.3478, 6.0870, 6.956'0.3500, 12.1739, 13.9130, 19.1304, 26.0870, 36.9565, 43.1250, 48.8750, 52.5550, 60.5217, 63.2500, 92.0000, 100.0020, 100.0050, 100.0080, 100.01 10, 100.0140, 100.'0170, 100.0200.100.0230,.0070,.0098,.0170,.0293,.0892,.1388,.2019,.2123,.2549,.3763, 1.6008, 6.9096, 6.7020, 4.0577, 3.3983, 3.9049, 4.8386, 4.8901, 4.6939, 4.3586, 4.3562, 4.3562, 4.3562, 4.3288, 4.3288, 4.3310, 4.3586, OA ND+++4 7 10 COL COL CHANGED FROM CHANGED FROM CHANGED FROM CHANGED FROM CHANGED FROM+++32 43 51 COL COL COL 48797 DECIMAL WORDS 48600 DECIMAL WORDS 51327 DECIMAL WORDS 51585 DECIMAL WORDS 55358 DECIMAL WORDS 21 COL 79253 TO 48797 TO 48600 TO 51327 TO 51585 TO 2.3000, 2.8696, 3.4783, 4.0870, 5.7500, 6.9000, 9.7750, 11.3043, 13.8000, 17.3913, 24.3478, 34.7826, 40.2500, 46.0000, 52.1739, 60.3750, 61.0650, 86.2500, 100.0010, 100.0040, 100.0070, 100.0100, 100.0130, 100.0160, 100.0190, 100.0220," 100.0680,+61 COL.0086,.0131,.0222..0513,.0923,.1915,.2181,-2227..3651,.9609, 5.6300, 6.8850, 5.7278, 3.8483, 3.8730, 4.8168,.4.8901, 4.6939, 4.3288, 4.3288, 4.3288, 4.3288, 4.3586, 4.3586, 4.3562, 4.3562, 4.3486, 71 80 COL COL NODE DATA ME 101/I2 DATE 040182 PAGE 90 TITLE SP-HCB-108 LINE PROJECT NUMBER: 8856 PROBLEM NUMBER: 5280 USER J.ABI SAMRA LOAD CASES: SEIS01 NUMBER OF NODE POINTS DYNAMIC DEGREES OF FREEDOM PUNCHED CARD OUTPUT PLOT REOUESTED 89 267 NOPLOT FOR PLOTTER: NOPLTR DATA PT TYPE TITLE COORDINATES (FT)X Y Z ADDITIONAL WEIGHT (LBS)SIF INPUT DATA 5 10 15 20 25 30 35 40 45 B 45 45 E 50 55 60 65 ANCH T INP.000-.374-1.506-2.312-2.312-2.312-2.312-2.312-2.312-2.312-2.312-2.312-2.312-3'74-3.374.000.000.000.000-.365-.729-1.333-1.979 1.125 1.542 1.542 1.542 1.542 1.542 1.542.000.159.639.981.981.981.981.981.4.981.981 1.397 1.585 2.647 3.710 3.960.00 20.00.00.00 20.00 20.00 2.00.00.00.00.00.00.00.00 S IF~.1300401 SIF~.1300+01 5 IF>.1300+01 S IF~.1300+01 S IF i.1300+01 S IF~.1300+01 5 IF~.1300+01 70 75 80 B 80 T INP 80 E-3.374-3.374-3.374-3.374-3.374 1.542 1.542 1.542 1.542 1.958 4.783 5.793 6.137 6.554 6.554 50.00 50.00.00.00.00 S IF~.1300+01 SIF~1300+01 85 90 95 100 B 100 100 E 105 110 115 120 B 120 120 E 125 TINP TINP-3.374-3.374-3.374-3.374-3.374-3.374-3.374-3.374-3.885-5.707-6.124-6.124-6.124 2.208 4.708 4.708 4.708 4.708 5.125 5.771 6.198 6.198 6.198 6.198 6.198 6.198 6.554 6.554 8.137 8.637 9.054 9.054 9.054 9.054 9.054 9.054 9.054 9.470 11.054.00.00.00.00.00 S I F~.1300+01 S IF~.1300>01 SIP>.1300401 NODE DATA ME 101/I2 DATE 040182 DATA TYPE TITLE PT 130 130A 135 135A 137 X-6.124-6.124-6.124-6.124-6.124 Y 6.594 8.177 9.760 11.344 12.927 COORDINATES (FT)Z 11.054 11.054 11.054 11.054 11.054 ADDITIONAL WEIGHT (LBS).00 SIF INPUT DATA 138 140 140A 145 ANCH 145A 150 155 160 165 170 175 180 B 180 TINP 180 E 185 185A 190 190A 195 200 205 205A 210 210A 215 215A 220 225 B 225 TINP 225 E 230 230A 235 235A 240 245 250 255 B-6.124-6.124-6.124-6.124-6.124-6.124-6.124-3.707-.770-.541-.270-.270-.270-.270-.270-.270-.270-.270-.270-.270-.270-.270-.270-.270-.270-.270-.270-.270-.270.147 2.730 5.714 8.699 11.709 14.720 17.720 17.720 17.720 12.927 14.260 16.260 18.260 21.323 24.385 24.802 24.802 24.802 24.802 24.802 25.505 25.627 25.800 29.835 31.752 33.669 35.762 37.856 38.690 38.690 38.690 38.690 38.690 38.690 38.690 38.690 38.690 38.690 38.690 38.690 38.690 38.690 38.690 38.690 38.690 38.690 38.690 11.970 11.054 11.054 11.054 11.054 11.054 11.054 11.054 11.054 11.054 11.054 11.757 11.879 11.879 11.879>>>>11.879 11.879 11.879 11.879 11.879 12.629 14.280 15.931 18.249 20.566 23.816 27.066 29.129 29.545 29.545 29.545 29.545 29.545 29.545 29.545 29.545 30.077 31.212 20.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00 S IF>.1300+01 SIF m.1300+0'1 S IF~.1300+01 SI F~.1300+01 S IF~.1300+01 NODE DATA ME 101/l2 DATE 040182 PAGE 92 DATA PT 255 255 E 260 265 B 265 TYPE TITLE TINP TINP COORDINATES X Y 17.720 38.690 18.136 38.690 18.470 38.690 22.568 38.690 22.740 38.690 (FT)2 31.629 31.629 31.629 31.629 31.629 ADDITIONAL WEIGH/(LBS)SIF INPUT DATA 265 E 270 275 280 285 290 290A 295 300 305 310 8 310 310 E 315 320 B 320 320 E 500 TINP T INP ANCH 22.862 23.720 23.720 23.720 23.720 23.720 23.720 23.720 23.720 23.720 23.720 23.720 23.303 22.470 22.470 22.470 22.175 21.645 38.690 38.690 40.294 45.190 45.190 45.419 47.856 50.294 51.065 51.065 51.065 51.065 51.065 51.065 51.523 51.940 51.940 51.940 31.751 32.608 32.608 32.608 32.025 32.025 32.025 32.025 32.025 31.588 31.504 31.088 31.088 31.088 31.088.31.088 31.382 31.913.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00 5l F~.1300>01 SIF~.1300+01 S IF~.1300401 S IF~.1300+01 SIF~.1300+01}}