ML20249C521
| ML20249C521 | |
| Person / Time | |
|---|---|
| Site: | Monticello  |
| Issue date: | 01/13/1998 |
| From: | Dubovecky B STEVENSON & ASSOCIATES |
| To: | |
| Shared Package | |
| ML20249C517 | List: |
| References | |
| 96C2913-C20, 96C2913-C20-R, 96C2913-C20-R00, NUDOCS 9806300233 | |
| Download: ML20249C521 (244) | |
Text
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NoMTdGLLo OMtY*1 eroject: Lurteo Au ALYsts f4) R EJAse PL ATE ODAti p i cation ' (LAFaPGT Method: Oo M PU TER Au Atysis abo uAun nAmoumooc, Acceptance Criteria: Remarks: Verification Method A Design Review Method o Alternate Cakulation o Qualification Test o Other o No Verification Necessary Results: REVISIONS Revision No. O Description Original Issue . Total Pages (Cumulative) '2 h By/Date NN.[g b g UD
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3 DEN Jar 2913 CD10 GRs.Y IUi1 0V=1 S0=10 VA=0 AB=T - PLs?lso monticello pltnt #17 EN=7dubovscky? e % tlier gnalysis of piping to define loads of the 6" and* D I ~ >4" lines on the anchor baseplates on the wall between the* )SJAE room cnd the buried piping * >Th3_name of this run is "bplatei.fre" lM I l 2 - 3 I"N , l
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Tis /FREQ. CALC./. CAS Caul 0 TYs3 EQs2 PR=1 IHl5 l5 T4E Tis /Dsadwelght/ )LCAS CA=30 TY=0 EQ=1 PR=0 FREE FoR m aT- ) - T!=/ thermal / ] 3CAS CA140 Eval PR=0 TYs2 SU=1 EQa3 FX=1.5 FY=1.5 FZ=1.5 LO=0 I Tis / DYNAMIC Analysls/ lCAS CAs8O RF=10 prs 1 Nest EQ=7 F2=1.0 h R. l l C1=10 C2=40 3?EC FS*5% Ev=1 RA=9 ME=3 fPg$TR$$$ ~ T!s/5% damping / I LV=1 Di=XZ .5/0.05 i 1/0.140 ! 1.5/0.2 2.5/0.28 l 3/0.3 ' 4/0.31 5/0.3 6/0.28 7/0.26 7.5/0.25 i 8/0.24 1 10/0.2 12/0.18 14/0.16 16/0.15-18/0.14 20/0.13 25/0.12 30/0.12 33/0.12 Di=Y .5/0.03 1/0.09 j 1.5/0.13 > 2.5/0.19 3/0.2 4/0.21 5/0,2 6/0.17 7/0.17 -; 7.5/0.17 8/0.16 10/0.13 12/0.12 14/0.11 16/0.10 18/0.09' 20/0.09
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30/0.08 - 33/0.08 4............................. PROPERTIES i BTH CD=101 EX=1 TY=1. TX=600. KL=0 DTD TCs70. EH=27.9 EX=6.07 SH=15.0 QTD TE*200. EH=27.7 EX=6.38 SH=15.0 3 DTD TE 300. EH=27.4 EX=6.60 SH=15.0 QTD TEr400.. EH=27.0 EX=6.82 SH=15.0 ! QTD tea 500. EH=26.4 EX=7.02 SH315.0 jl D.TD TEr600. EH=25.7 EX=7.23 SH 15.0 1 w............................. PIPING QTL CD=101 @SN TEs70. PR=1250. DOS ODr6.625 WT=.562 MA=36.4 Sc=.006 ST=.006 KL=0 DrH PT=2 Lys1
'T=4 DX=2.333 Tr6 ras.5
% PTe8 DY=.4.0 QAD Pis10 RA=.5 ONG Pis12 DX=1.333 ____=--.2_: .__ - _ _a
> pts 14 ras.5 iPis16 DZs 7.0
% b f 7A9 AL=RRXY16 l;;:sn::no ^"""*""
o ,,s 0 : EFP t 2 - f .6 -4 7 I PT=22 ras.5 iPis23 DX= .5313
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'T=24 DXa .4688 8 016.625 Wis.718 mas 45.3 S0=.006 ST=.006 KL=0 LPis26 DYs .4688 >
1Pis28 DYs .3854 1 > PT=23 MA=.143 I lPTs29 DYs .3854 / l PT=30 DYs .5 l ! pts 31 ras.5 i Pis32 DXs .9167 lPT=32 Pis24 iPTs34 DYs.4688 iPis36 DYs1.5312 l l PT=38 ras.5 I i pts 40 DXs2.5313 i Pis42 DXs.4688
- PT=44 DXs.4688 t pts 45 DX=.3854 PT=45 mas.159-lPis12 l pts 46 TE=1 DZs .4688 i pts 48 DZs 6.5312 AL=RRXY48 i Pis50 0In-6.5312
,PT=52 Dis .4688 iPTs54 D2= .4688 iPTz56 DZs .0625 i LPTs58 DZs .4688 i pts 60 DZs .4688 iPTs62 DZs .5313 <PT=64 dis .3333 ,oco4.5 WT=.337 MA=15.0 S0=.006 ST=.006 KLs0 iPis66 DZs .3333
- Pis68 DZs .75
- PT=70 ras.3333 iPT=72 DXs3.0 5T=74 ras.3333
/T=76 DYs.8333 pts 78 ras.3333
- PT=80 DZs 4.667 ALsRRY80
- PT=180 DZs 1.0
-PT=182 RA=.3333
,PT=184 DXs.8333 PT=185 ras.3333 .PT=186 0Zs.8333 PT=188 ras.3333 ,PT=190 DYs.9896
- PT=192 DYa.3438
.Pis194 DYs.3438-PT=196 DT=.2917 'PT=196 mas.063 pts 192 'Pis190 TE=1 DZs.3438- . pts 200 DZs.4895 Pis202 ras.3333 PT=204 DYs-1.333 PT=204 PT=58 pts 52 TEmi DXs.4271-Piss 4 DXs.3333 Piss 6 RA=.3333 PTr88 DZs2.2917-pts 90 X1s0.0 21s.2083 X2s.1473 22=.1473 PT*92 Dxa.5009 DZ=.5009 . pts 94 X1s.2357 Y1=0.0 Z1=.2357' X2 0.0 Y2=.3333 22=0.0 Pis96 DYs.5. Pis98 ras.3333-PT=100 D2=11.0 "T=102 ras.3333-
*Ts104 DX=.4063 pts 106 DX=.3438 pts 108 DYa .3438 pts 110 Dys. .0833
' ANCH Pis110.
Pcxgu- ZL1ti ) i JUNC pts 106 I TANG Pis112 DYs.3138 a gpp l 2 l 6,G~[ TA"G pts 114 DY=.2917 8
. LUMP Pis114 MA=.063
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l M.h b I2~I .g7 "Vt6.625 WT=.432 MA=28.6 50=.006 ST=.006 KL=0 s iTs116 DY=*.4688 TAxu pts 118 DY=*1.0313 BRAD Pis120 RA=.5 TANG Pis122 DZa7.0 AL=RRXY122 TANG PT=124 DZ=12.0 AL=RRY124 TANG Pis126 DZ=16.0 AL=RRXY126 TANG Pis128 DZa7.0 BRAD Pis130 AA=.5 TANG pts 132 DX=4.0 AL=RRY132 TANG Pis134 DX=14.0 BRAD Pis136 RA=.5 TANG Pis138 DZs.5833 AL=RRY138 TANG Pis110 DZ=.5000 AL=RXYZ140 e..............................suppogis MULR FTs16 DX=1.0 DY=1.0 LV=1 LO=0 AL=RRXY MULR Pis18 DX=1.0 DY=1.0 LV=1 LO=0 AL=RRXY MULR Pis48 DX=1.0 DY=1.0 LV=1 LO=0 AL=RRXY MULR PT=80 DY=1.0 LV=1 LO=0 AL=RRY MULR pts 122 DX=1.0 DY=1.0 LV=1 LO=0 AL=RRXY MULR Pis124 DY=1.0 LVs1 LO=0 AL=RRY MULR PT=126 DX=1.0 DY=1.0 LV=1 LO=0 AL=RRXY MULR Pis138 DY=1.0 LV=1 LO=0 AL=RRY MULR PTaii0 DX=1.0 DY=1.0 DZ=1.0 LV=1 LO=0 AL=RRXYZ ENDP l 1 l l .s l l l l I l
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~/ VIEW.I...I d',' B F D t-5-9&
C***THIS IS AN ANALYSIS FOR AN ANCHOR ON THE OUTSIDE WALL - C***0N SEWS PACKME 2913-12. THE BASEPLATE IS 1/4" THICK C*** M l y,),b 5 l . t 3 - C) S . C*** Define Element Types I ET.1.63...... 1 ET.2.40. . 3 ET.3.4-ETLIST.ALL C*** Define Materials
' Tff f.5 l5 THE ANSYS I
EX.1.29E6 NUXY.1. 3 FREE FoR myr D e Real Constants OE N6 R.1..25 R.2.1.5E6... IC S *(2.3ES) B ASE P L ATE 1
~ R.3.17000... 0005 .
R.4.10000,1E9.1E9.1.1 R.S. 562 RLIST.ALL C*** Define Nodes N.1.0.0.0.0.0.0 CSYS.1 N,2.3.125.180.0.0.0 NGEN.11.1. 2. 2.1, . 9. 0
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CSYS.O ' N.13. 3.8325.0.0.0.0 i N.18.'-3.18575. 3.18575,0.0 1 FILL N.23.0.0 -3.8325.0.0 FILL.18.23.4,19.1 N.24.-4.3525,0.0,0.0 N.29,-4.02925,-4.02925.0.0 FILL ,
-N.34.0.0.-4.3525.0.0 !
FILL,29.34.4.30.1 i N ,36. -4. 874. 0. 0. 0. 0 l N . 41, -4. 874. -4. 874. 0. 0 FILL-N .46. 0. 0. -4. 974. 0. 0 FILL.41,46.4.42.1 N.47.-5.75.0.0.0.0 I N.53.-5.75 -5.75,0.0 FILL-N.59.0.0.-5.75.0.0 FILL.53.59.5.54.1
- N 60.-6.25.0.0.0.0 N.66.-6.25. 5.75.0.0 FILL N.67.-6.25c-6.25.0.0
-N 68. 5.75. 6.25.0.0 N.74.0.0.-6.25.0.0 FILL,68.74.5.69.1 N.75.-6.75,0.0.0.0
, N.81, 6.75.-5.75.0.0 FILL N.82.-6.75,-6.25.0.0 l N.83.-6.75.-6.75.0.0 l-N.84; 6,25. 6.75.0.0
..N.85.-5.75.-6.75.0.0 N.91,0.0.-6.75.0.0 FILL.85.91.5,86,1 N.92.-7.25,0.0.0.0 N.98,-7.25. 5.75.0.0 FILL N.99.-7.25.-6.25.0.0 N.100.'-7.25 -6.75.0.0 N.101. -7. 25. -7. 25,0. 0 N,102.:-6.75. 7.25,0.0 N.103.-6.?5 -7.25.0.0 N ,104. - 5. 75. -7. 25. 0. 0
'N.110.0.0.-7.25.0.0 FILL.104.110.5.105.1 N.111. 8.O.O.O.O.0
.N.117. 8.0.-5.75.0.0 t FILL l'
f L r _
N.118. 8.O.-0.25.0.0 i N.119.-8.0.-6.75.0.0 2
, . bU o EFD 105-99 Mi!::Ut:M:n N,124.-6,25.-8.0.0.0 d w >>> s '-o-'S N.125.-5.75,-8.0.0.0 N.131.0.0.-8.0.O.O FILL.125.131.5.126,1 NGEN.2.1000.1.131.1,0.0.0.0.-1.0 NGEN.2.131.2.12.1.0.0.0.0,.75 NGEN. 2.143. 2.12.1. 0. 0. 0. 0 . 75 ,
SYMM.2.200,1,155.1 i SYMM.2.200.1000.1131.1 SYMM 1.400,1,155.1 SYMM,1,400,201.355.1 SYMM.1.400.1000.1131.1 SYMM.1,400,1201.1331.1 Define Elements l TYPE.1 t%T.1 REAL.5 E.146.145.2.3 E 3.2.133.134 EGEN.10.1.-2
/ VIEW.1,1.1.1 EPLOT REAL.1 E.14.3.2.13 EGEN.10.1 -1 TYPE.2 j
REAL.2 E.1002.2 { EGEN.11,1.-1 E.1013.13 EGEN.11.1.-1 TYPE.1 REAL.1 E.25.14.13.24 EGEN.10.1,-1 TYPE.2 REAL.2 E.1024.24 EGEN.11.1,-1 TYPE.1 REAL.1 E.37.25.24,36 EGEN.10.1.-1 TYPE.2 REAL.2 E.1036.36 EGEN.11.1.-1 TYPE.1 REAL.1 l E .48. 37,36.47 EGEN.S.I.-1 E.53.54.41,52 E.54.55.42.41 EGEN.5,1.-1 TYPE.2 REAL.2 E.1047.47 EGEN.13.1.-1 TYPE.1 REAL.1 E . 61.48,47,60 EGEN,6.1.-1 E.67,68.53.66 E.68.69.54.53 EGEN.6,1.-1 TYPE.2 REAL.2 E.1060.60 1 EGEN 8.1.-1 l REAL.3 l E.67.1067 REAL.2 E.1068.68 EGEN 7.1 -1
--________________a
TYPE.1 REAL.1 (c i i bN l#di'8'7 TYPE.2 i m: n> s i "- 9 s REAL.2 E.1075.75 -" EGEN.9.1.-1 REAL.3 E 82.1082 E.83.1083 E.84.1084 REAL.2 E.1084.84 EGEN.8.1, 1 TYPE.1 REAL.1 E.93.76.75.92 : EGEN.8.1.-1 E.101.102.83.100 j E.102.103.64.83 i EGEN.8.1 1 i TYPE.2 ! REAL 2 l E.1092.92 ) EGEN.19.1,-1 l TYPE.1 REAL.1 E.112.93.92.111 EGEN.9.1.-1 E.121.122,101.120 E.122.123.102.101 EGEN 9.1.-1 TYPE.2 . REAL.2 E.1111.111 EGEN.21.1 1 ESYM.2.200.1.258.1 i ESYM.2.400.1.516.1 i EPLOT l C*** Define Boundary Conditions D.1002.ALL. 1131.1 0.1202.ALL. 1331.1 0.1402.ALL. 1531.1 l D.1602.ALL.. 1731,1 l D.67.UX.....UY l D.82.UX.. 84.1.UY i D.267.UX.....UY D.282.UX.. 284.1 UY D.467.UX . . . . . UY D 482.UX. . 484,1.UY D,667.UX,....UY D.682.UX.. 684.1.UY MERGE NLIST.ALL ELIST,ALL C*** Define Loads F.402.FZ.-67 l F.603.FZ -27 F.604.FZ.13 F.605.FZ.53 F.606.FZ.92 F.607.FZ.128 F.608.FZ.162 F.609.FZ.192 F.610.FZ.218 F.611.FZ 238 F.212.FZ.253 F.211.FZ.260 F,210.FZ.262 F.209.FZ.258 F,208.FZ.246 F.207.FZ.230 F.206.FZ.208 F.205.FZ.181 F.204,FZ.149 F.203.FZ.115 F.2.FZ.77 [ l L .. -_ _.-___ ------__----
r.3.rZ.37 F.4.FZ. 3 PV I F ,5. FZ , -43 gg 8FD )- 5 -99 F.6.FZ,-82 F.9.FZ,-182 ddA D Y' F.10.FZ 206 F,11.FZ, 226 j F,12 FZ.-241 i F.411.FZ.-248 F.410.FZ.-250 l F.409.FZ. 248 l F,408.FZ,-236 i F,407.FZ.-220 ! F.406,FZ -198 1 F.405.FZ,-171 i F.404,FZ.-139 I F.403,FZ,-105 FLIST.ALL
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s. P1PESTRESS Version 3.4.03 (for IBM PC) program dated April 1992 Job n o. : 2913 0 ate : 12/15/97 Time : 08:55:50 Project : O RTHERO 6TATEs Pame OMTicC-L L A d id lT
- 1 Titte : b (M ITE.B A u u.ys,s no BAe5 PLATE (3anu F10 ATIoD P r'e p a r e d by: 8R U O. E Du BoJE C PV Date: 12-15 .G "/
Time: Checked by : o Y. Date 17 19 ~ 0 7 L L Timei Documentation : Tms c.o u roTER R uh) 00 951 ST S oF 160 RGes GovER GH5ET (l @GE) PAGE &-Sir ( 4 Paces) i I Pass 1 - 175 ms Pases) ! l l t i l i L____--_.-___--
( ECHO PRINT 12/15/97- 08:55:50 CARD No. 1. . . . . . 10. . . . . . 2 0. . . . . . . 3 0. . . . . . . 4 0 . . . . . . . 5 0. . . . . . . 60. . . . . . . 70. . . . . . . 80 1 :IDEN JB=2913 CD=0 GR= Y IU=1 OU=1 SQ=10 VA=0 AB=T 2 PL=?lso monticetto plant #17 EN=7dubovecky? 4 3 TITL BL=0 GL=2 Sust CV= 2 J6=1 RC=0 l 4 FREQ TR=1 LO=1 FR=33. MP=100. Mx=100 1 5 .. T!=/FREQ. CALC./- 6' LCAS CA=10 TY=3 EQ=2 PR=1 17~ T!=/ Deadweight / 8 RCAS CA=40 EVs1 PR=0 TY=2 SU=1 EQ=3 FX=1.5 FY=1.5 FZal.5 LO=0
'9 . Tl=/ DYNAMIC Analysis / j 10 CCAS CA=80 RF=10 PR=1 ME=1 EQ=7 F2=1.0 1 11 - C1=10 C2=40
;12 i SPEC FSs5% EVs1 RA=9 ME=3 13 ' T!=/5% damping /
l- .14 - . LVai ! .15 DI=XZ . 5/0.05
'96 < 1/0,140 17 1.5/0,2 18 ' 1' 2.5/0.28-19 3/0.3 20- 4/0.31 l 21 5/0.3 ,
l 22- 6/0.28 1-23 7/0.26
- l. 24 ,
7.5/0.25 i ; 25 8/0.24 < ' i- ' 26 10/0;2 27 '12/0.18 28 . 14/0,16 i :29 16/0,15 l 30: 18/0.14 31 20/0.13 32 25/0.12 33 - t 30/0.12 34 33/0,12 15 DI=Y .5/0.03
.6 ' 1/0.09 ~
! 3P . 1.5/0.13 38 * .'2.5/0.19 39 3/0.2 40 4/0.21 41 - 4 5/0.2 42 6/0.17. 43 7/0,17 44 7.5/0.17
.45 8/0.16 46 10/0.13
.47 12/0.12 48 - 14/0.11-l 49 16/0,10' 50 18/0.09
' 1. . . . . . 10. . . . . . . 20. . . . . . . 3 0. . . . . . . 4 0. . . . . . . 5 0. . . . . . . 60. . . . . . . 70. . . . . . . 80 L
2 1 l .. 1 1
ECHO PRINT 12/15/97 08:55:50
- CARD NO. 1. . . . . . 10. . . . . . . 2 0. . . . . . . 30. . . . . . . 4 0 . . . . . . . 5 0. . . . . . . 60. . . . . . . 70. . . . . . . 80
, 51 20/0.09 2 25/0.08 33 30/0.08 56 33/0.08 55 56 MATH CD=101 EX=1 TYa1. TX=600. KLs0
. 57 MATD TE=70. EH=27.9 EX=6.07 SH=15.0 58 MATD TE=200. EH=27.7 EX=6.38 sH=15.0 59 MATD TE=300. EH=27.4 EX=6.60 $Hs15.0
' 60 MATD TE=400. EH=27.0 EX=6.82 SH=15.0 61 MATD TE=500. EH=26.4 EX=7.02 SH=15.0 ~
62 MATD TE=600. EH=25.7 EX=7.23 $H=15.0 63 ..l
' 64 NATL CD=101 65 DESN TE=70. PR=1250.
66 CROS 0D=6.625 WT=.562 MA=36.4 S0=.006 ST=.006 KL=0 6F ' ANCH PT=2 LV=1' i 68 TANG PT=4 DX=2.333 69 BRAD PT=6 RA=.5 70 TANG PT=8 DY= 4.0 71 BRAD PT=10 RA=.5
'72 TANG PT=12 DX=1.333 73 BRAD PT=14 RA=.5 74 TANG PT=16 DZ=-7.0 AL=RRXY16 F5 TANG PT=18 DZ=-10.0 AL=RRXY18
' 76 TANG PT=20 DZ=.9.0 4
~77 BRAD PT=22 RA=.5 78 TANG PT=23 DX= .5313 '
79 TANG PT=24 DX= .4688 80 . CROS 0D=6.625 WT=.718 MA=45.3 S0=.006 ST=.006 KL=0 - , TANG PT=26 DY= .4688 81 82 TANG PT=28 DYa .3854 83 LUMP PT=28 MA=.143 84 TANG PT=29 DY= .3854 35 TANG PT=30 DY= .5 l t 4 BRAD PT=31 RA=.5 ) 87 TANG PT=32 DX= .9167 { 88 ANCH PT=32 j 89 JUNC PT=24 1 90 TANG PT=34 DYa.4688 I 91 TANG PT=36 DY=1.5312 1 92 BRAD PT=38 PA=.5 93 TANG PT*40 DX=2.5313 94 TANG PT=42 DX=.4688 95 ' TANG PT=44 DX=.4688 96 TANG PT=45 DX=.3854
.97 LUMP PT=45 MA=.159' j
.98 JUNC PT=42 <
99 --BRAN PT=46 TE=1 D2= A 688 ' 100 . TANG PT=48 DZ=-6.5312 AL=RRXY48
- 1. . . . . . 10. . . . . . . 20. . . . . . . 3 0. . . . . . . 40. . . . . . . 5 0. . . . . . . 60. . . . . . . 70. . . . . . . 80 l
l < I 00 l bd 1
- l l
p lJt
ECHO PRINT 12/15/97 00:55:50 l CARD NO. ~1. . . . . . 10. . . . . . . 20 . . . . . . . 3 0. . . . . . . 4 0. . . . . . . 5 0. . . . . . . 60. . . . . . . 70. . . . . . . 80 i
*il- ' TANG PT=50 DZ=-6.5312 2 ' TANG PT=52 DZ= .4688
. 03. TANG PT=54 DZ= .4688 TANG PT=56 DZ= .0625 104 105- I TANG PT=58 DZm .4688
-106 TANG PT=60 DZ= .4688 107-- TANG PT=62 DZ= .5313 e :108 ' CRED PT=64 DZ= .3333 :
109, CRos OD=4.5 WT=.337 MA=15.0 s0=.006 ST=.006 KL=0 { 110 ' TANG PT=66 DZm 3333 111 TANG PT=68 DZ= .75 112 BRAD PT=70 RA=.3333.
'113 TANG PT=72 DX=3.0 114 BRAD PT=74 RA=.3333 .
115 TANG PT=76 DY=.8333 1 116 l
'. 117 -'.TANG BRAD PT=80 PT=78 DZm 4.667 RA=.3333 AL=RRY80 l 118. -TANG PT=180 DZs-1.0 119 BRAD PT=182 RA=.3333 !
130 . TANG PT=184 DX=.8333 121 BRAD PT=185 RA=.3333 122 TANG PT=186 DZ=.8333. . 123 BRAD PT=188 RA=.3333
'924 ' TANG PT=190 DY=.9896
- 125 . TANG PT=192 DY=.3438 1126 TANG PT=194 DY=.3438-127- . TANG PT=196 DY=.2917 128 LUMP PT=196 MA=.063.
.129 JUNC PT=192 130 . BRAN PT=198 TE=1 DZ=.3438 131 TANG PT=200 DZ=.4895 132 BRAD PT=202 RA=.3333-133 TANG PT=204 DY=*1.333 134 .ANCH PT=204 15 JUNC PT=58 45 . BRAN PT=82 TE=1 DX=.4271
- 13 7 TANG PT=84 DX=.3333
- 138 BRAD PT=86 RA=.3333-
,139 TANG PT=88 DZ=2.2917
' 140. BEND PT=90 X1=0.0 Z1=.2083 141 X2=.1473 Z2=.1473 162 TANG PT=92 DX=.5009 DZ=.5007 143. BEND PT=94 X1=.2357 71=0.0 Z1=.2357 144. X2=0.0 Y2=.3333 Z2=0.0
~145 TANG PT=96 DY=.5
.146 BRAN PT=98 RA=.3333
'14?. TANG PT=100 DZ=11.0 148 BRAD PT=102 RA=.3333
' 149- TANG PT=104 DX=.4D63
'150- TANG PT=106 DX=.3438
- 1. . . . . . 10. . . . . . . 20. . . . . . . 3 0. . . . . . . 40. . . . . . . 5 0. . . . . . . 60. . . . . . . 70. . . . . . . 80
.b$6' s
n' s I. 1 1. [
l' l ECHO PRINT 12/15/9F 08:55:50 l' I ' CARD NO. 1. . . . . . 10 . . . . . . . 2 0. . . . . . . 3 0. . . . . . . 4 0. . . . . . . 5 0. . . . . . . 60 . . . . . . . 70. . . . . . . 80
'91 TANG PT=108 DY= .3438 2 TANG PT=110 DY= .0833
! .33 ' ANCH PT=110 15$ JUNC PT=106 155 TANG PT=112 DY=.3438
-156 TANG PT=114 DY=.2917 l
157 LUMP PT=114 MA=.063-158 JUNC PT=52 159 CROS OD=6.625 WT=.432 MA=28.6 s0=.006 ST=.006 XL=0 160- BRAN PT=116 DY=*.4688 ! 161 TANG PT=118 DY=-1.0313 l- 162 BRAD PT=120 RA=.5 l
'163 TANG PT=122 DZ=7.0- AL=RRXY122 964 TANG PT=124 DZ=12.0 AL=RRY124 165 TANG PT=126 DZs16.0 Al=RRXY126
'.66 TANG PT=128 DZa7.0 i-- .967 BRAD PT=130 RA=.5 l 1168 TANG PT=132 DX=4.0 AL=RRY132 169 TANG PT=134 DX=14.0 l l1 170 BRAD PT=136 RA=.5 l 171 TANG PT=138 DZ=.5833 AL=RRY138 1 72 TAWG PT=140 02=.5000 AL=RXYZ140 1 73 MULR PT=16 DX=1.0 DY=1.0 Lv=1 LO=0 AL=RRXY
'974 MULR PT=18 DX=1.0 DY=1.0 LV=1 10=0 AL=RRXY
! 1 75 MULR PT=48 DX=1.0 DY=1.0 LV=1 LO=0 AL=RRXY l
-176 MULR PT=80 DY=1.0 LV=1 Los0 AL=RRY l
. 177 MULR PT=122 DX=1.0 DY=1.0 Lv=1 LO=0 AL*RRXY 1F8 - MULR PT=124 DYs1.0 LVal LO=0 AL=RRY i 1170 MULR PT=126 DX=1.0 DY=1.0 Lv=1 LO=0 AL=RRXY !
180 MULR PT=138 D't=1.0 LV=1 LO=0 AL*RRY I 181 MULR PT=140 DX=1.0 DY=1.0 0Z=1.0 LV=1 LO=0 AL=RRXYZ 182 ENDP
- 1. . . . . . 1 C . . . . . . . 2 0 . . . . . . . 3 0. . . . . . . 4 0 . . . . . . . 5 0. . . . . . . 60 . . . . . . . 70. . . . . . . 80 Et,..E PRINT COMPLETifD l- '
j d j- L l l l l L__.____ _ _ _ _ _ - _ _ - - _ _ _ -- ._. ._
SST SYS? EMS,1NC. 1 DYNAMIC PAGE NO. 1 oo DST /PIPESTRESS ++ iso monticello plant #1 Version 3.4.03 IBM PC April 1992 CALCULATION NUMBER 2913 CODE ANSI /ASME B31.1 ASME-1973 REV $73 dubovecky TIME = 08:55:50 12/15/97
.JC3 .REF CAS'C0 EV LV OPfl0N ...l... ..!!... ..!!!.. ..IV... TITLE........................ ERRORS
- .. 4 . . ~. 8 .11 .. .. .. ... 23 27... . 34... . 41... . 48... 52...........................
- 2913. ID 00-Y11 Iso monticello plant #1 dubovecky
- 2913 T1 0212
- 2913 T2 0 1-2913 FA 1' 1 33, 100. 100 FREQ. CALC.
.2913 .10 LC- '1 3 2 Deadweight
-2913 40 RC- 1 0 2 0103 1.5 1.5 1.5 DYNAMIC Analysis 2913 10 80 CC- 1 1 7 10 1.0 40 )
2913 5% - FS- 1 9 3 5% darnping 5%- LV- 1 1 l 5% ' SD- 1 1 XZ .5 0.05 1 0.140 1.5 0.2 5%. .SD* 1 1 XZ 2.5 0.28 3 0.3 4 0.31 5% SD- 1 1 XZ 5 0.3 6 0.28 7 0.26 5% SD- 1 1 XZ 7.5 0.23 8 0.24 10 0.2 5% SD. 1 1 XZ 12 0.18 14 0.16 16 0.15 5% SD- 1 1 XZ 18 0.14 20 0.13 25 0.12 5% SD- 1 1 XZ 30 . 0.12 33 0.12 5% SD- 1 1 Y .5 0.03 1 0.09 1.5 0.13 5% SD- 1 -1 Y. 2.5 0.19 3 0.2 4 0.21 5% SD- 1 1 Y 5 0.2 6 0.17 7 0.17 5% SD- 1 1 Y 7.5 0.17 8 0.16 10 0.13 5% SD- 1 1 Y 12 0.12 14 0.11 16 0.10 5% SD- 1 1 Y 18 0.09 20 0.09 25 0.08 5% . SD- 1 1 Y 30 0.08 33 0.08 l i 0 1 i i l i , l s-n_-- ---._n----. - - - - - - - - - , - - , - - - - - , . - - - - - - - - - --,------
I
$$TSYSTEMS,1NC. 2 DYNAMIC PAGE NO. 2 oo DST /PIPESTRESS ++ iso monticello plant #1 Version 3.4.03 IBM PC April 1992 CALCULATION NUMBER 2913 CODE ANSI /ASME 831.1 ASME 1973 REV $73 dubovecky TIMES 08:55:50 12/15/97 CODE - RST ERRORS AND
' JOB SEQ CAS. 1/P GEN PNT OPTN S I !! III IV V VI VII /KL WARNINGS H2913 10 79 000018 101.000 1.000 0 0 600.000 0 0 2913 20 79 000009 70.000 27.900 6.070 15.000 0 0 0 2973- 30 79 000009 200.000 27.700 6.380 15.000 0 0 0 2913 40 79 000009 300.000 27.400 6.600 15.000 0 0 0 2913 -50 79 000009 400.000 27.000 6.820 15.000 0 0 0 2913 60 79 000009 500.000 26.400 7.020 15.000 0 0 0 2913 F0 79 000009 600.000 25.700 7.230 15.000 0 0 0
- l. 2913 80 72 000000 101.000 0 0 0 0 0 70.000 l 2913 90 - 74 000000 1250.000 70.000 0 0 0 0 101.000 i 2913 100 70 000000 6.625 0.562 36.400 0.60E-02 0.60E 02 0 101.000 l'2913 110 61- 2 000000 0 0 0 0 0 0 1.000 I 2913 68+ 2 000020 1.000 0 0 0.10E+09 0 0 1.000 1R l 2913 68+ 2 000020 0 1.000 0 0.10E+09 0 0 1.000 ' 2R 2913 68+ 2 000020 0 0 1.000 0.10E+09 0 0 1.000 3R .
2913 67+ 2 000020 1.000 0 0 0.83E+09 0 0 0 4R l l 2913 67+ 2 000020 0 1.000 0 0.83E+09 0 0 0 SR 2913 67+ 2 000020 0 0 1.000 0.83E+09 0 0 0 6R ,
'2913' 60+ 2 000002 0 0 0 0 0 0 0 J 2913 120 2- 4 000000 2.333 0 0 0 0 0 0
)
2913 0+ 4 000000 1.833 0 0 0 0 0 0 l 2913 '130 3- 6 000000 0.500 0 0 0 0 0 0 2913- 1+ 6 000000 0.500 0 0 0 -0.500 0 0 2913 140 2- 8 000000 0 -4.000 0 0 0 0 0 2913 0+ 8 000000 0 3.000 0 0 0 0 0 t 2913 150 3- 10 000000 0.500 0 0 0 0 0 0 L 2913 1+ 10 000000 0 -0.500 0 0.500 0 0 0
.7 160 2- 12 000000 1.333 0 0 0 0 0 0 . 0+ 12 000000 0.333 0 0 0 0 0 0 2v.s 170 3- 14 000000 0.500 0 0 0 0 0 0 2913 1+ 14 000000 0.500 0 0 0 0 -0.500 0
, 2913 180 2- 16 000000 0 0 7.000 0 0 0 0 RRXY16
'2913- 0+. 9001 000000 0 0 3.250 0 0 0 0 2913 0+ 16 000000 0 0 -3.250 0 0 0 0 2913 -60+ 16 000091 0 0 0 0 0 0 0 2913 . . 60+ 16 000090 0 0 0 0 0 0 0 2913 100 0- 18 000000 0 0 -10.000 0 0 0 0 2913- 0+ 9002 000000 0 0 3.33333 0 0 0 0 2913 0+ 9003 000000 0 0 3.33333 0 0 0 0 J 2913 0+ 18 000000 .0. 0 -3.33333 0 0 0 0 ) '2913: 60+ 18 000091 0 0 0 0 0 0 0 )
,i2913 60+ 18 000090 0 0 0 0 0 0 0 l l , f i I l Y_---_-_.------_--__ _ - _ _
S S T -S Y'S T E M S , 1 N C . 3 07NAMIC PAGE NO. 3 2 x) DST /PIPESTRESS ++ iso monticello plant #1 > . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Version . . . . .3.4.03
. IBM-PC April 1992 CALCULA?!ON NUMBER 2913 CODE ANSI /ASME B31.1 ASME-1973 REV $73 dubovecky TIMES 08:55:50 12/15/97
- CODE - RST ERRORS AND El -SEQ CAS- 1/P GEN' PNT OPTN S 1 11 111 IV V VI VII /KL WARNINGS
>S 3 200 . 2- 20 000000 0 0 9.000 0 0 0 0 )13 - 0+ 9004 000000' 0 0 2.83333 0 0 0 0 )13 0+ 9005 000000 0 0 2.83333 0 0 0 0 N3 0+ 20 000000 0 0 -2.83333 0 0 0 0 N3 ' 310 3- 22 000000 0.500 0. 0 0 0 0 0 83 1+ 22 000000 0 0 -0.500 -0.500 0 0 0 N3 ~ 220 2- 23 000000 -0.53130 0 0 0 0 0 0-83 0+ - 23 000000 0.03130 0 0 0 0 0 0 83 - 230 0 24 000000 0.46880 0 0 0 0 0 0
- 83. 260 70 000000 6.625 0.718 45.300 0.60E 02 0.60E-02 0 101.000 83 60+ 24 000081 0- 0 0 0 0 0 0 83 60+ 24 000080 0 0 0 0 0 0 0 83 -250 0 26 000000 .0 0.46880 0 0 0 0 0 83 260 0 28 000000 0 0.38540 0 0 0 0 0 83 370 9- 28 000000 0.143 0 0 0 0 0 0 63 200 0 29 000000 0 0.38540 0 0 0 0 0
@3 290 2- 30 000000 0 -0.500' O O O O O 93 1300 3- 31 000000 0.500 0 0 0 0 0 0 13 1+ 31 000000 0 0.500 0 0.500 0 0 0 13 310 2- 32 000000 -0.91670 0 0 0 0 0 0 13 C* 32 000000 0.41670 0 0 0 0 0 0 S3 320 61 32 000000 0 0 0 0 0 0 0 93 60+ 32 000002 0 0- 0 0 0 0 0 '03 68+ 32 000020 1.000 0 0 0.10E+09 0 0 0 7R 03 68+ 32 000020 0 1.000 0 0.10E+09 0 0 0 8R 03 68+ 32 000020 0 0 1.000 0.10E+09 0 0 0 9R 67+. 32 000020 1.000 0 0 0.83E+09 0 0 0 10R 67+ 32 000020 0 1.000 0 0.83E+09 0 0 0 11R
~- 67+ 32 000020 '0 0 1.000 0.83E+09 0 0 0 12R 03 330 60 24 000000- 0 0 0 0 0 0 0 03 340 0 34 000000 0 0.46880 0 0 0 0 0 03 350 2- 36 000000 0f1.53120 0 0 0- 0 0 03 0+ 36 000000 0 1.03120 0 0 0 0 0 03 360 ~3- 38 000000- .0.500 0 0 0 0 0 0 93 - -1+ 38 000000 0 0.500 0 0.500 0 0 0 03 . 370. 40 000000 2.53130 0 0 0 0 0 0 03 0+ 40 000000 '2.03130 0 0 0 0 0 0 03 300 0 42 000000 0.46880 0 0 0 0 0 0 03 : 60+ 42 00008- 0 0 0 0 0 0 0 03 ' .60+ -42 000080 0 0 0 0 0 0 0 03 - 390 0 44 000000 0.46880 0 0 0 0 0 0 l
SST SY$TEMS, !NC. 4 OYNAMIC PAGE NO. 4
++ OST/PIPESTRESS ++ iso monticetto plant #1 version 3.4.03 IBM PC April 1992 CALCULATION NUMBER 2913 CODE ANSI /ASME B31.1 ASME-1973 REV $73 dubovecky TIME = 08:55:50 12/15/97 l
1
- CODE - RST ERRORS AND JOB SEQ CAS I/P GEN PNT OPTN S I 11 Ill IV V VI Vil /KL WARNINGS 2913 400 0 45 000000 0.38540 0 0 0 0 0 0 2913 410 9 45 000000 0.159 0 0 0. 0 0 0 2913 60+ 45 000091 0 0 0 0 0 0 0 2913 420 60 42 000000 0 0 0 0 0 0 0 2913 430 0 46 000010 0 0 -0.46880 0 0 0 0 2913 440 0- 48 000000 0 0 -6.53120 0 0 0 0 RRXY48 2913 0+ 9006 000000 0 0 -3.26560 0 0 0 0 2913 0+ 48 000000 0 0 -3.26560 0 0 0 0 2913 60+ 48 000091 0 0 0 0 0 0 0 2913 60+ 48 000090 0 0 s 0 0 0 0 2913 450 0- 50 000000 0 0 -6.53120 0 0 0 0 2913 0+ 9007 000000 0 0 -3.26560 0 0 0 0 2913 0+ 50 000000 0 0 -3.26560 0 0 0 0 2913 460 0 52 000000 0 0 -0.46880 0 0 0 0 2913 60+ 52 000081 0 0 0 0 0 0 0 2913 60+ 52 000080 0 0 0 0 0 0 0 2913 470 0 54 000000 0 0 -0.46880 0 0 0 0 2913 480 0 56 000000 0 0 -0.06250 0 0 0 0 2913 490 0 58 000000 0 0 -0.46880 0 0 0 0 2913 60+ 58 000081 0 0 0 0 0 0 0 2913 60+ $8 000080 0 0 0 0 0 0 0 2913 500 0 60 000000 0 0 -0.46880 0 0 0 i 2913 510 0 62 000000 0 0 -0.53130 0 0 0 0 2913 520 5- 64 000000 0 0 -0.33330 0 0 0 0 2913 5+ 9999 000101 0 0 -0.16665 60.000 0 0 1.000 2913 530 70 000000 4.500 0.337 15.000 0.60E-02 0.60E-02 0 101.000 7 5+ 64 000002 0 0 -0.16665 60.000 0 0 1.000 . 540 0 66 000000 0 0 0.33330 0 0 0 0 2N 550 2- 68 000000 0 0 -0.750 0 0 0 0 2913 0+ 68 000000 0 0 -0.41670 0 0 0 0 2913 560 3- 70 000000 0.33330 0 0 0 0 0 0 2913 1+ 70 000000 0 0 -0.33330 0.33330 0 0 0 2913 570 2- 72 000000 3.000 0 0 0 0 0 0 2913 0+ 72 000000 2.33340 0 0 0 0 0 0 2913 580 3- 74 000000 0.33330 0 0 0 0 0 0 2913 1+ 74 000000 0.33330 0 0 0 0.33330 0 0 2913 590 2- 76 000000 0 0.83330 0 0 0 0 0 2913 0+ 76 000000 0 0.16670 0 0 0 0 0 2913 600 3- 78 000000 0.33330 0 0 0 0 0 0 2913 1+ 78 000000 0 0.33330 0 0 0 -0.33330 0 2913 610 2- 80 000000 0 0 -4.667 0 0 0 0 RRY80 1
SST SYSTEMS, 1NC. 5 OYNAMIC PAGE NO. 5
++ DST /PIPESTRESS ++ iso monticetto plant #1 Version 3.4.03 IBM PC April 1992 l CALCULATION NUMBER 2913 CODE ANSI /ASME B31.1 ASME 1973 REV S73 dubovecky TIME = 08:55:50 12/15/97
--CODE-- RST ERRORS AND JOB SEQ CAS 1/P GEN PNT OPTN S I !! III IV V VI Vil /KL WARNINGS 2913 0+ 9008 000000 0 0 -2.16685 0 0 0 0 2913 0+ 80 000000 0 0 -2.16685 0 0 0 0 2913 60* 80 000091 0 0 0 0 0 0 0 2913 60+ 80 000090 0 0 0 0 0 0 0 2913 620 2- 180 000000 0 0 -1.000 0 0 0 0 2913 0+ 180 000000 0 0 -0.66670 0 0 0 0 2913 630 3- 182 000000 0.33330 0 0 0 0 0 0 2913 1+ 182 000000 0 0 0.33330 0.33330 0 0 0 2913 640 2- 184 000000 0.83330 0 0 0 0 0 0 2913 0+ 1 84 000000 0.16670 0 0 0 0 0 0 2913 650 3- 185 000000 0.33330 0 0 0 0 0 0 2913 1+ 185 000000 0.33330 0 0 0 0 0.33330 0 2913 660 2- 186 000000 0 0 0.83330 0 0 0 0 2913 0+ 186 000000 0 0 0.16670 0 0 0 0 2913 670 3- 188 000000 0.33330 0 0 0 0 0 0 2913 1+ 188 000000 0 0 0.33330 0 0.33330 0 0 2913 680 2- 190 000000 0 0.98960 0 0 0 0 0 2913 0+ 190 000000 0 0.65630 0 0 0 0 0 2913 690 0 192 000000 0 0.34380 0 0 0 0 0 2913 60+ 192 000081 0 0 0 0 0 0 0 2913 60+ 192 000080 0 0 0 0 0 0 0 2913 700 0 194 000000 0 0.34380 0 0 0 0 0 2913 710 0 196 000000 0 0.29170 0 0 0 0 0 2913 720 9 196 000000 0.063 0 0 0 0 0 0 2913 60+ 196 000091 0 0 0 0 0 0 0 2913 730 60 192 000000 0 0 0 0 0 0 0 7 740 0 198 000010 0 0 0.34380 0 0 0 0
. 750 2- 200 000000 0 0 0.48950 0 0 0 0 29.s 0+ 200 000000 0 0 0.15620 0 0 0 0 2913 760 3- 20c 000000 0.33330 0 0 0 0 0 0 2913 1+ 202 000000 0 0 0.33330 0 -0.33330 0 0 2913 770 2- 204 000000 0 -1.333 0 0 0 0 0 2913 0+ 204 000000 0 -0.99970 0 0 0 0 0 2913 780 61- 204 000000 0 0 0 0 0 0 0 2913 60+ 204 000002 0 0 0 0 0 0 0 2913 68+ 204 000020 1.000 0 0 0.10E+09 0 0 0 13R 2913 68+ 204 000020 0 1.000 0 0.10E+09 0 0 0 14R 2913 68+ 204 000020 0 0 1.000 0.10E+09 0 0 0 15R 2913 67+ 204 000020 1.000 0 0 0.83E+09 0 0 0 16R 2913 67+ 204 000020 0 1.000 0 0.83E+09 0 0 0 17R 2913 67+ 204 000020 0 0 1.000 0.83E+09 0 0 0 18R l
I
0$T S7 STEMS,!NC. 6 OYNAMIC PAGE NO. 6
. . . . . . . . . . . . . . . . . . . . . . iso . .monticello
. . . . . plant . . . #1 x) DST /P!PESTRESS ++
. . . . . . . . . . . . . . .Version . . . .3.4.03
. . . . .IBM
. .pril PC A 1992 CALCULATION NUMBER 2913 CODE ANS!/ASME B31.1 ASME-1973 REV $73 dubovecky TIME = 08:55:50 12/15/97
- CODE ** RST ERRORS AND O SEQ CAS I/P GEN PNT OPTN-S I II III IV V VI Vil /KL WARNINGS 21 3 790 60 58 000000 0 0 0 0 0 0 0 N3 800 C 82 000010 0.42710 0 0 0 0 0 0 21 3 810 E- 84 000000 0.33330 0 0 0 0 0 0 N3 820 3- 86 000000 0.33330 0 0 0 0 0 0 N3 1+ 86 000000 0.33330 0 0 0 0 0.33330 0 N3 830 2- 88 000000 0 0 2.29170 0 0 0- 0 N3 0+ 88 000000 0 0 1.95840 0 0 0 0 N3 840 1 90 000000 0 0 0.20830 0.14730 0 0.14730 0 i N3 850 0 92 000000 0.50090 0 0.50090 0 0 0 0 N3 860 1 94 000000 0.23570 0 0.23570 0 0.33330 0 0 83 870 2- 96 000000 0 0.500 0 0 0 0 0 t N3 0+ 96 000000 0 0.16670 0 0 0 0 0 N3 880 3- 98 000000 0.33330 0 0 0 0 0 0 N3 1+ 98 000000 0 0.33330 0 0 0 0.33330 0 83 890 2- 100 000000 0 0 11.000 0 0 0 0 N3 0+ 9009 000000 0 0 2.58335 0 0 0 0 83 0+ 9010 000000 0 0 2.58335 0 0 0 0 13 0+ 9011 000000 0 0 2.58335 0 0 0 0 13 0+ 100 000000 0 0 2.58335 0 0 0 0 93 900 3- 102 000000 0.33330 0 0 0 0 0 0 N3 1+ 102 000000 0 0 0.33330 0.33330 0 0 0 93 910 2- 104 000000 0.40630 0' 0 0 0 0 0 13 0+ 104 000000 0.073 0 0 0 0 0 0
%3 920 0 106 000000 0.34380 0 0 0 0 0 0 13 60+ 106 000081 0 0 0 0 0 0 .0 13 60+ 106 000080 0 0 0 0 0 0 0 930 0 108 000000 0 -0.34380 0 0 0 0 0 940 0 110 000000 0 -0.08330 0 0 0 0 0 {
.., 950 61- 110 000000 0 0 0 0 0 0 0 l 13 60+ 110 000002 0 0 0 0 0 0 0 !
13 68+ 110 000020 1.000 0 0 0.10E+09 0 0 0 19R 13 68+ 110 000020 0 1.000 0 0.10E+09 0 0 0 20R 93 68+ 110 000020 0 0 1.000 0.10E+09 0 0 0 21R l 13 67+ 110 000020 1.000 0 0 0.83E+09 0 0 0 22R ! 13 67+ 110 000020 0 1.000 0 0.83E+09 0 0 0 23R 93 67+ 110 000020 0 0 1.000 0.83E+09 0 0 0 24R 4 93 900 60 106 000000 0 0 0 0 0 0 0 1 93 970 0 112 000000 0 0.34380 0 0 0 0 0 93 980 0 114 000000 0 0.29170 0 0 0 0 0 93 990 9 114 000000 0.063 0 0 0 0 0 0 93 60+ 114 000091 0 0 0 0 0 0 0
SSV $YSTEMS,!NC. 7 DYNAMIC PAGE NO. 7 oo DST / PIPES 1RESS ++ iso monticello plant #1 Version 3.4.03 IBM PC April 1992 CALCULATION NUMBER 2913 CODE ANS!/ASME B31.1 ASME 1973 REV $73 dubovecky TIME = 08:55:50 12/15/97
- CODE - RST ERRORS AND 608 SEQ CAS I/P GEN PNT OPTN S I Il !!! IV V VI VII /KL WARNINGS B13 1000 60 52 000000 0 0 0 0 0 0 0 013 1010 70 000000 6.625 0.432 28.600 0.60E 02 0.60E-02 0 101.000 013 1020 0 116 000000 0 0.46880 0 0 0 0 0 ,
013 1030. 2- 118 000000 0 1.03130 0 0 0 0 0 l 013 . . 0+ 118 000000 0 -0.53130 0 0 0 0 0 013 1040 3- 120 000000 0.500 0 0 0 0 0 0 013 1+ 120 000000 0 -0.500 0 0 0 0.500 0 613 1050 2- 122 000000 0 0 7.000 0 0 0 0 RRXY122 , 393 0+ 9012 000000 0 0 3.250 0 0 0 0 ; 013 0+ 122 000000 0 0 3.250 0 0 0 0 013 60+ 122 000091 0 0 0 0 0 0 0 013 60+ 122 000090 0 0 0 0 0 0 0 BS3 1060 0- 124 000000 0 0 12.000 0 0 0 0 OS3 0+ 9013 000000 0 0 3.000 0 0 0 0 693 0+ 9014 '000000 0 0 3.000 0 0 0 0 013 0+ 9015. 000000 0 0 3.000 0 0 0 0 013 0+ 124 000000 0 0 3.000 0 0 0 0 013 60+ 124 000091 0 0 0 0 0 0 0 613 60+ 124 000090 0 0 0 0 0 0 0 613 1070 0- 126 000000 0 0 16.000 0 0 0 0 RRXY126 613 0+ 9016 000000 0 0 3.200 0 0 0 0 013 0+ 9017 000000 0 0 3.200 0 0 0 0 013 0+ 9018 000000 0 0 3.200 0 0 0 0 613 0+ 9019 000000 0 0 3.200 0 0 0 0 613 0+ 126 000000 0 0 3.200 0 0 0 0 @S3 60+ 126 000091 0 0 0 0 0 0 0 60+ 126 000090 0 0 0 0 0 0 0 1030 2- 128 000000 0 0 7.000 0 0 0 0 b . .- 0+ 9020 000000 0 0 3.250 0 0 0 0 1 613 0+ 128 000000 0 0 3.250 0 0 0 0 @S3 1090 3* 130 000000 0.500 0 0 0 0 0 0 313 1+ 130 000000 0 0 0.500 0.500 0 0 0 313 1100 2- 132 000000 4.000 0 0 0 0 0 0 RRY132 313 0+ 9021 000000 1.750 0 0 0 0 0 0 313 0+ 132 000000 -1.750 0 0 0 0 0 0 313 .1110 2- 134 000000- 14.000 0 0 0 0 0 0 $13 0+ 9022 000000 3.375 0 0 0 0 0 0 313 0+ 9023 000000 3.375 0 0 0 0 0 0 313 - 0+ 9024 000000 3.3 75 0 0 0 0 0 0 313 0+ 134 000000 3.375 0 0 0 0 0 0 $13 1920 3- 136 000000 0.500 0 0 0 0 0 0 I
S$T SVSVEQS,1NC. 8 OYNAMIC PAGE NO. 8 oo DST /PIPESTRESS ++ iso monticello plant #1 Version 3.4.03 IBM-PC April 1992 I CALCULATION NUMBER 2913 CODE ANSI /ASME B31.1 ASME-1973 REV S73 dubovecky TIME = 08:55:50 12/15/97
- CODE-- RST ERRORS AND 600 SEQ CAS I/P GEN PNT OPTN S I !! !!! IV V VI VII /KL WARN!WGS E13 1+ 136 000000 0.500 0 0 0 0 0.500 0 013 11:3 2- 138 000000 0 0 0.58330 0 0 0 0 RRY138 013 0+ 138 000000 0 0 0.08330 0 0 0 0 !
013 60+ 138 000091 0 0 0 0 0 0 0 l 613 60+ 138 000090 0 0 0 0 0 0 0 I B13 1940 0 140 000000 0 0 0.500 0 0 0 0 l 613 60+ 140 000091 0 0 0 0 0 0 0 013 1150 65- 16 000000 1.000 1.000 0 0 0 0 1.000 RRXY 013 68+ 16 000000 1.000 0 0 0.10E+09 0 0 1.000 25R 613 68+ 16 000000 0 1.000 0 0.10E+09 0 0 1.000 26R 613 1160 65- 18 000000 1.000 1.000 0 0 0 0 1.000 RRXY 613 68+ 18 000000 1.000 0 0 0.10E+09 0 0 1.000 27R 613 68+ 18 000000 0 1.000 0 0.10E+09 0 0 1.000 28R 613 1170 65 48 000000 1.000 1.000 0 0 0 0 1.000 RRXY @13 68+ 48 000000 1.000 0 0 0.10E+09 0 0 1.000 29R 313 68+ 48 000000 0 1.000 0 0.10E+09 0 0 1.000 30R 313 1180 65- 80 000000 0 1.000 0 0 0 0 1.000 RRY 613 68+ 80 000000 0 1.000 0 0.10E+09 0 0 1.000 31R 613 1190 65- 122 000000 1.000 1.000 0 0 0 0 1.000 RRXY 313 68+ 122 000000 1.000 0 0 0.10E+09 0 0 1.000 32R 313 68+ 122 000000 0 1.000 0 0.10E+09 0 0 1.000 33R 313 1200 65- 124 000000 0 1.000 0 0 0 0 1.000 RRY 313 68+ 124 000000 0 1.000 0 0.10E+09 0 0 1.000 34R l I 313 1210 65- 126 000000 1.000 1.000 0 0 0 0 1.000 RRXY l 313 68+ 126 000000 1.000 0 0 0.10E+09 0 0 1.000 35R 313 68+ 126 000000 0 1.000 0 0.10E+09 0 0 1.000 36R 1220 65- 138 000000 0 1.000 0 0 0 0 1.000 RRY 68+ 138 000000 0 1.000 0 0.10E+09 0 0 1.000 37R bia 1230 65- 140 000000 1.000 1.000 1.000 0 0 0 1.000 RRXYZ B13 68+ 140 000000 1.000 0 0 0.10E+09 0 0 1.000 38R B13 68+ 140 000000 0 1.000 0 0.10E+09 0 0 1.000 39R B13 68+ 140 000000 0 0 1.000 0.10E+09 0 0 1.000 40R B13 1240 89 000000 0 0 0 0 0 0 0
SST SYSTEMS,1NC. 9 DYNAMIC PAGE NO. 9
. . . . . . . . . . . . . . . . . . . . . . . iso . .monticello
. . . . . .plant
. . .#1. . . . . . . . . . . . . .Version l ++ DST /PIPESTRESS ++
. . . . 3.4.03
. . . . .IBM-PC . .prilA 1992 i CALCULATION NUMBER 2913 CODE ANS!/ASME B31.1 ASME 1973 REV S73 dubovecky TIMES 08:55:50 12/15/97 1
COORDINATES OF ANCHORS, FREE ENDS AND 66-CARD POINTS ABSOLUTE COORDINATES ARE RELATIVE TO PO!NT NO. 2 POINT --- - COORDINATES IN FT -- -- ----- DIFFERENCE IN FT -- -- -- ERRORS -- NO. X Y Z X Y Z COMMENTS X l Y Z l WARNING ** ANCHOR ** 2 0.0000 0.0000 0.0000 NO 66 CARD DATA 310W 310W 310W j WARNING ** ANCHOR ** 32 1.7492 5.7396 -26.0000 NO 66 CARD DATA 310W 310W 310W 45 6.5?02 -2.0000 -26.0000 NO 66 CARD DATA 81W 81W 81W 196 9.4;93 0.8022 -48.2505 NO 66 CARD DATA 81W 81W 81W WARNING **tNCHOR** 204 9.4993 -1.1663 -47.4172 NO 66 CARD DATA 310W 310W 310W WARNING ** ANCHOR ** 110 8.0604 -1.5938 -26.6162 NO 66 CARD DATA 310W 310W 310W 114 8.0604 0.5312 26.6162 NO 66 CARD DATA 81W 81W 81W 4 140 23.6660 -3.5001 3.0833 NO 66 CARD DATA 81W 81W 81W
........ 0FFSET (FEET) - - ----- ---- -(IN)--- -
COORDINATES (FEET) MEMBER X Y Z LENGTH 0.D. THK. MATERIAL NODE X Y 2 2 0.000 0.000 0.C. l 2- 4 1.833 0 0 1.833 6.625 0.562 101.000 4 1.833 = = l 4- P.I. 0.500 0 0 0.500 = = = P.I. 2.333 = = L P.I. - 6 0 -0.500 0 0.500 = = = 6 = -0.500 = ! 6- 8 0 -3.000 0 3.000 = = = 8 - -3.500 = 8- P.I. 0 -0.500 3 0.500 = = = P.I. = -4.000 = P.I. - 10 0.500 0 0 0.500 = = = 10 2.833 = = 10 - 12 0.333 0 0 0.333 = = = 12 3.166 = = P.I. 0.500 0 0 0.500 = = = P.I. 3.666 = = 14 0 0 0.500 0.500 = = = 14 = = -0.500 is - 9001 0 0 -3.250 3.250 = = = 9001 = = -3. 750 9001 - 16 0 0 -3.250 3.250 = = = 16 = = -7.000 16 - 9002 0 0 -3.333 3.333 = = = 9002 = = -10.333 9002 - 9003 0 0 -3.333 3.333 = = = 9003 = = 13.667 9003 - 18 0 0 -3.333 3.333 = = = 18 = = -17.000 l 18 - 9004 0 0 -2.833 2.833 = = = 9004 = = -19.833 9004 - 9005 0 0 2.833 2.833 = = = 9005 = = -22.667 9005 - 20 0 0 2.833 2.833 = = = 20 = = -25.500 20 - P.I. 0 0 -0.500 0.500 = = = P.I. = = -26.000 , P.I. - 22 -0.500 0 0 0.500 = = = 22 3.166 = = 22 - 23 0.031 0 0 0.031 = = = 23 3.135 = = 23 - 24 -0.469 0 0 0.469 = = = 24 2.666 = = l l l i
.I i
i ____________Y
SST SVSTEMS,!NC. 10 DYNAM!C PAGE NO. 10 oo DST /PIPESTRESS ++ iso monticello plant #1 Version 3.4.03 IBM-PC April 1992 1 CALCULAfl0N NUMBER 2913 CODE ANSI /ASME B31.1 ASME 1973 REV $73 dubovecky TIME = 08:55:50 12/15/97
........ 0FFSET (FEET) - - --
- ---(IN)- ---- COORDINATES (FEET)
MEMBZR X Y Z LENGTH 0.D. THK. MATERIAL NODE X Y Z 24 - 26 0 -0.469 0 0.469 6.625 0.718 101.000 26 2.666 -4.469 26.000 26 - 28 0 -0.385 0 0.385 = = = 28 = -4.854 = 28 - 29 0 -0.385 0 0.385 = = = 29 = 5.240 = 29 - P.I. 0 -0.500 0 0.500 = = = P.I. = -5.740 = P.I. - 31 -0.500 0 0 0.500 = = = 31 2.166 = = 31 - 32 -0.417 0 0 0.417 = = = 32 1.749 = = 24 2.666 -4.000 26.000 26 - 34 0 0.469 0 0.469 6.625 0.718 101.000 34 = -3.531 = 34 - 36 0 1.031 0 1.031 = = = 36 = -2.500 = 36 - P.I. 0 0.500 0 0.500 = = = P.I. = -2.000 = P.I. - 38 0.500 0 0 0.500 = = = 38 3.166 = = 38 - 40 2.031 0 0 2.031 = = = 40 5.197 = = 40 - 42 0.469 0 0 0.469 = = = 42 5.666 = = 42 - 44 0.469 0 0 0.469 = = = 44 6.135 = = 44 - 45 0.385 0 0 0.385 = = = 45 6.520 = = 42 5.666 -2.000 -26.000 42 - 46 0 0 -0.469 0.469 6.675 0.718 101.000 46 = = -26.469 46 - 9006 0 0 3.266 3.266 = = = 9006 = = -29.734 9006 - 48 0 0 -3.266 3.266 = = = 48 = = -33.000 48 - 9007 0 0 -3.266 3.266 = = = 9007 = = 36.266 9007 - 50 0 0 -3.266 3.266 = = = 50 = = -39.531 50 - 52 0 0 -0.469 0.469 = = = 52 = = 40.000 52 - 54 0 0 0.469 0.469 = = = 54 = = -40.469 54 - 56 0 0 -0.063 0.063 = = = 56 = = -40.531 56 - 58 0 0 -0.469 0.469 = = = 58 = = -41.000 58 - 60 0 0 -0.469 0.469 = = = 60 = = -41.469 60 - 62 0 0 -0.531 0.531 = = = 62 = = -42.000 64 0 0 -0.333 0.333 C. RED C. RED = 64 = = -42.334 66 0 0 -G.333 0.333 4.500 0.337 = 66 = = -42.667 vo - 68 0 0 -0.417 0.417 = = = 68 = = 43.084 68 - P.I. 0 0 -0.333 0.333 = = = P.I. = = -43.417 P.I. - 70 0.333 0 0 0.333 = = = 70 5.999 = = F0 - 72 2.333 0 0 2.333 = = = 72 8.333 = = 72 - P.I. 0.333 0 0 0.333 = = = P.I. 8.666 = = P.I. - 74 0 0.333 0 0.333 = = = 74 = -1.667 = F4 - 76 0 0.167 0 0.167 = = = 76 = -1.500 = 76 - P.I. 0 0.333 0 0.333 = = = P.I. = -1.167 = P.I. - 78 0 0 0.333 0.333 = = = 78 = = 43.750 7G - 9008 0 0 -2,167 2.167 = = = 9008 = = -45.917 9008 - 80 0 0 -2.167 2.167 = = = 80 = = 48.084 80 - 180 0 0 0.667 0.667 = = = 180 = = -48.751 1 l l
$ST SY$TEMS,!NC. 11 OYNAMIC PAGE NO. 11
. . . . . . . . . . . . . . . . . . . . . . .iso. .monticello
. . . . . plant
. . . #1
++ DST /P!PESTRESS ++
. . . . . . . . . . . . . . .version
. . . .3.4.03
. . . . .IBM. .pril PC A 1992 ALCULATION NUMBER 2913 CODE N /ASME B31.1 ASME-1973 REV S73 dubovecky TIME = 08:55:50 12/15/97
........ 0FFSET (FP -- -- -
-----(IN)- ---
MEMBER X COORDINATES (FEET) Y t LENGTH 0.0. THK. MATER!AL NODE X Y Z 180 - P.I. 0 0 0.333 0.333 4.500 0.337 101.000 P.I. 8.666 -1.167 -49.084 P.I. - 182 0.333 0 0 0.333 = = = 182 8.999 = = 182 - 184 0.167 0 0 0.167 = = = 184 9.166 = = i 184 - P.I. 0.333 0 0 0.333 = =
- P.I. 9.499 = =
( P.I. - 185 0 0 0.333 0.333 = = = 185 = = -48.751 ! 185 - 186 0 0 0.167 0.167 = = = ' 186 = = -48.584 186 - P.I. 0 0 0.333 0.333 = = = P.I. = = -48.251 i P.I. - 188 0 0.333 0 0.333 = = = 188 = 0.833 = 188 - 190 0 0.656 0 0.656 = = = 190 = -C.177 = 190 - 192 0 0.344 0 0.344 = = = 192 = 0.167 = 192 - 194 0 0.344 0 0.344 = = = 194 = 0.510 = 194 - 196 0 0.292 0 0.292 = = = 196 = 0.802 = 192 9.499 0.167 -48.251 192 - 198 0 0 0.344 0.344 4.500 0.337 101.000 198 = 198 -
= -47.907 200 0 0 0.156 0.156 = = = 200 = = -47.751 200 - P.I. 0 0 0.333 0.333 = = = = =
P.I. -47.417 P.I. - 202 0 -0.333 0 0.333 = = = 202 = -0.167 = 202 - 204 0 -1.000 0 1.000 = = = 204 = -1.166 = 58 5.666 -2.000 -41.000 58 - 82 0.427 0 0 0.427 4.500 0.337 101.000 82 6.093 = = 82 - P.I. 0.333 0 0 0.333 = = = P.I. 6.426 = = P.I. - 86 0 0 0.333 0.333 = = = 86 = = -40.667 86 - 88 0 0 1.958 1.958 = = = 88 = = -38.708 88 - P.I. 0 0 0.208 0.208 = = = P.I. = = -38.500 P.I. - 90 0.147 0 0.147 0.208 = = = 90 6.5 74 = -38.353 90 - 92 0.501 0 0.501 0. '"08 = = = 92 7.075 = -37.852 92 - P.I. 0.236 0 0.236 0.333 = = = P.I. 7.310 = -37.616 94 0 0.333 0 0.333 = = = 94 = -1.667 = 96 0 0.167 0 0.167 = = = 96 = -1.500 =
,o - P.I. 0 0.333 0 0.333 = = = P.I. = -1.167 =
P.I. - 98 0 0 0.333 0.333 = = = 98 = = -37.283 98 - 9009 0 0 2.583 2.583 = = = 9009 = = -34.700 9009 - 9010 0 0 2.583 2.583 = = = 9010 = = -32.116 9010 - 9011 0 0 2.583 2.583 = = = 9011 = = 29.533 9011 - 100 0 0 2.583 2.583 = = = 100 = = -26.950 100 - P.I. 0 0 0.333 0.333 = = = P.I. = = 26.616 P.I. - 102 0.333 0 0 0.333 = = = 102 7.644 = = 102 - 104 0.0 73 0 0 0.073 = = = 104 7.717 = = 1 04 - 106 0.344 0 0 0.344 = = = 106 8.060 = = 106 - 108 0 -0.344 0 0.344 = = = 108 = -1.510 = 108 - 110 0 -0.083 0 0.083 = = = 110 = -1.594 =
SST SYSTEMS,1NC. 12 DYNAMIC PACE NO. 12
. . . . . . . . . . . . . . . . . . . . . . . . monticello
. . . . . . . . .#1. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . .iso . . . . . . . plant
++ DST /PIPESTRESS ++
. . . . . . . . . . . . . . . . . .version
. . . .3.4.03
. . . . .IBM-PC
. .prilA 1992 CALCULATION NUMBER 2913 CODE ANS!/ASME B31.1 . ASME 1973 REV $73 dubovecky TIME = 08:55:50 12/15/97
........ 0FFSET (FEET) - -- -- - - -(IN) - -
COORDINATES (FEET) MEMBER X Y 2 LENGTH 0.D. THK. MATERIAL NODE X Y Z l l l' 106 8.060 -1.167 26.616 106 - 112 0 0.344 0 0.344 4.500 0.337 101.000 112 = -0.823 = 112 - 114 0 0.292 0 0.292 = = = 114 = -0.531 = 52 5.666 -2.000 -40.000 52 - 116 0 0.469 0 0.469 6.625 0.432 101.000 116 = -2.469 = 116 - 118 0 0.531 0 0.531 = = = 118 = 3.000- = -)
'118 - P.I. 0- 0.500 0 0.500 = = = P.I. = -3.500 = '!
P . I .' - 120 0 0 0.500 0.500 = = = 120 = a -39.500 120 - 9012 0. 0 3.250 3.250 = = = 9012 = = -36.250 9012 - 122 0 0 3.250 3.250 = = = 122 = = -33.000 4 122 - 9013 0 0 3.000 3.000 = = = 9013 = = -30.000 i i 9013 - 9014 0 0 3.000 3.000 = = = 9014 = = 27.000 I 9014 - 9015 0 0 3.000 3.000 = = = 9015 = = 24.000 9015 - 124 0 0 3.000 3.000 = = = 124 a = 21.000 124 - -9016 0 0 3.200 3.200 = = = 9016 = = 17.800 9016 - 9017 0 0 3.200 3.200 = = = 9017 = = -14.600 9017 - 9018 0 0 3.200 3.200 = = = 9018 = = 11.400 9018 - 9019 0 0 3.200 3.200 = = = 9019 = = 8.200 1 9019 - 126 0 0 3.200 3.200 = = = 126 = = -5.000 126 - 9020 0 0 3.250 3.250 = = = 9020 = = 1. 75 0 9020 - 128 0 0 3.250 3.250 = = = 128 = = 1.500 128 - P.I. 0 0 0.500 : 0.500 = = = P.I. = = 2.000 P.I. - 130 0.500 0 0 0.500 = = = 130 6.166 = = 130 - 9021 1. 75 0 0 0 1. 75 0 = = = 9021 7.916 = = 9021 - 132 1. 75 0 0 0 1.750 = = = 132 9.666 = = 132 - 9022 3.3 75 0 0 3.3 75 = = = 9022 13.041 = = 9022 .9023 3 .3 75 0 0 3.3 75 = = = 9023 16.416 = =
- 9024 3.375 .0 0 3.375 = = = 9024 19.791 = =
- ,134 3 .3 75 0 0 3 .3 75 = = = 134 23.166 = =
.,* - P.I. 0.500 0 0 0.500 = = = P.I. 23.666 = =
P.I. - .136 0 0 0.500 0.500 = = = 136 = = 2.500 136 - 138 0 0 0.083 0.083 = = = 138 = .= 2.583 138 - 140 0 0 0.500 0.500 = = = 140 = = 3.083 ) I
***** WARNING 248 ***** - MEAN BRANCH RADIUS /MEAN RUN RADIUS GT 0.5 AT JUNCTION 24 i
J
$$T S'Y'S T E M S , 1 N C
- 13 DYNAMIC PAGE NO. 13
++ DST /PIPESTRESS ++ iso monticello plant #1
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .version . . . .3.4.03
. , , , ,IBM-PC
, ,pril A 1992 CALCULATION NUMBER 2913 CODE ANSI /ASME B31.1 ASME-1973 REV S73 dubovecky TIME = 08:55:50 12/15/97
***** WARNING 248 *****
. MEAN BRANCH RADIUS /MEAN RUN RADIUS GT 0.5 AT JUNCTION 52
***** WARNING 248 ***** . MEAN BRANCH RADIUS /MEAN RUN RADIUS GT 0.5 AT JUNCTION 106 MASS POINTS 2 4 6 8 10 12 14 9001 16 9002 9003 18 9004 9005 20 22 23 24 ' 26 28 29 31. 32 34 36 38 40 42 44 45 46 9006 48 9007 50 52 116 118 120 9012 122 9013 9014 9015 124 9016 9017 9018 9019 126 9020 128 130 9021 132 9022 9023 9024 134 136 138 140 54 56 58- 82 86 88 90 92 94 96 98 9009 9010 9011 100 102 104 106 108 110 112 114' 60 62 64 66 68 70 72 74 76 78 9008 80 180 182 184 185 186 188 190 192 194 196 -198 200 202 204 ANCHORS 2 32 .204 110 RESTRAINTS 16 - 16 18 18 48 48 80 12? 122 124 126 126 138 140 140 140 ELEMENTS RESTRAINTS
. TANGENTS 87 RESTRAINTS- 16 ANCHORS 4
.. BENDS 21 SNUBBERS 0 MASSPOINTS 110 V 9,ETC. O VAR. SUPP 0 VERTICES (V) 110 DYNAMIC DEGREES OF FREEDOM = 330 t .R S . 1 CON. SUPP O BRANCHES (B) 109 Sh.xGS 0 RIGID SUPP 0 LOOPS (L) 0 MATRICES 0 HANGERS -0 V.B+L 1 NUMBER OF CONNECTED STRUCTURES BEAMS 0 ROTAT SUPP O TEES 6 TOTAL 109 TOTAL 16 SYSTEM STIFFNESS MATRIX NON 0MITTABLE TERMS BEFORE OPTIMIZATION = 9294 AFTER OPTIMIZATION = 8250 REDUCTION = 11 PERCENT ]
O ERROR (S) AND 7 WARNING (S) DETECTED IN INPUT DATA. l l l l l l-C _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ . _ . _ _ _ ____ _ _ . . . _ _ _ _ _ _ . _ _ _ . _ __ _ _ _ _ . _ _ . _ _ _
i
$$T SYSTEMS,!NC. 14 07NCIC PAGE NO. 14 j .................................................................. 1
[ oo DST /PIPESTRESS ++ iso monticello plant #1 Version 3.4.03 IBM PC April 1992 I
..,................................................................ 1 CALCULATION NUMBER 2913 CODE ANS!/ASME B31.1 ASME-1973 REV $73 dubovecky TIME = 08:55:50 12/15/97 l
l l- DESCRIPTION OF ERRORS AND WARNINGS. FOR FULL DETAILS SEE USERS GUIDE APPENDIX B 1 t
\
1 l COUNTS-
- i'
, NO. ERR WRN MELSAGE............................................................................................................. j 1 : 1 248 3 MEAN BRANCH RADIUS /MEAN RUN RADIUS IS GREATER THAN 0.5 l 310 4 NO ABSOLUTE COORDINATES FOR ANCHOR 0 7 1 1 l 1 4 1 l l 1
SST SYSTEHS,INC. 15 D7NAMIC PAGE NO. 15
. . . . . . . . . . . . . . . . . . . . . . . iso . .monticello . . . . . .plant . . .#1. . . . . . . . . . . . . .version o+ DSV/PIPESTRESS ++
. . . .3.4.03 . . . . .IBM-PC
. .prilA 1992 CALCULATION NUMBER 2913 CODE ANS!/ASME B31.1 ASME-1973 REV $73 dubovecky TIME = 08:55:50 12/15/97 l MODE PERIOD FREQUENCY !TERATIONS RHO CHANGES PURIFICATIONS CPU-SECS CPU, 10E CPU / MODE /MASSPT 1 0.11303 8.847 45 2 0 8.568 8.5684 0.07789 l 2 0.90823 9.240 24 0 24 3.570 6.0693 0.05518 3 0.09481 10.547 16 1 32 3.299 5.1458 0.04678 l 4 0.07735 12.928 21 0 63 3.182 4.6548 0.04232 l 5 0.06725 14.870 21 1 84 4.289 4.5816 0.04165 !
l 6 0.05867 17.043 18 1 70 3.730 4.4398 0.04036 7 0.05321 18.793 20 1 90 4.119 4.3940 0.03995 8 0.04869 20.537 15 0 105 2.631 4.1736 0.03794 9 0.04419 22.632 16 1 110 3.680 4.1187 0.03744 10 0.03714 26.925 26 1 1 78 5.439 4.2508 0.03864 11 0.03392 29.482 27 1 225 5.881 4.3990 0.03999 l 13 0.03331 30.023 16 0 66 2.580 4.2474 0.03861 ! 13 0.03076 32.510 19 0 228 3.900 4.2207 0.03837 14 0.03020 33.112 15' O 195 3.180 4.1463 0.03769 TOTAL 299 9 1470 58.0 ! PER MODE 21.4 0.6 105 4.1463 PER MODE PER MASS POINT 0.03769 i l l 4
$$T S7 STEMS,!NC. 16 DYNAMIC PAGE NO. 16 oo DST /PIPESTRESS ++ iso monticello plant #1 version 3.4.03 IBM PC April 1992 MODAL EXTRACTION TRACE (1)
PRINT 1 i NMODES 100 PERMIN 0.03030 PRIN72 F ITMAX 100 PERCO 0.00000 PRINT 3 F NGJC 0 PERMAX 1000.00000 l TRACE F MG000 5 PRATIO 0.20000 l KILL V MCPL 4 RRAT!c 2.00000 RSTART F MrCPL 100 F1 0.90000 F 0.80000 FMU 1.25000 M00PUR 15 FB 0.50000 RX 0.00100 RXX 0.00100 MSTART 1 PSTART 1 EPCPL 0.1000E 04 FSYL 0.95000 NSYL 5 ITCON 10 EPRHO 0.1000E-02 { EPN 0.1000E-11 l EPX 0.1000E-04 IRXX 20 FXX 0.50000 EPRHC 0.10000 i EPMULT 0.1000E-03 SWliCHES 1=CHANGY 2=NEXTC 3=END 4:RSTART 5= DUP 6=RHOSW 7=NEWRHO 8=COPLAN 9=RHOER 10=RSW 11=0MUSW 12=COSSW 13=FORSW 14=BACKSW 15=FIRSTR 16=T00 BIG 17= EOF 51 18=FAOK l 1 MODES 1 RH0= 0.000 i IT IVP 1 COS01 1 COS02 r 't' ' 123456789 0123456789 00TX/EPX RATX DIFX XMINC IL NC NR RHO 0.00000 ! PRECISION 0,01070357 ROW 181 ) SYLVESTER 0 MODES 0 RHO STOP NO ! 1 0.10803E+01 0.10401E+01 FTFFFFFFT FFFFFFFTT 0.0000E+00 0 0 0 2 0.76468E+00 0.10000E+01 r!FFFFFFT FFFFFFFTT 0.0000E+00 0 0 0 3 76 0.60456E-01 0.84831E+00 0.42705125E+04 (U?FFFFF FFFFFFFTT 0.0000E+00 0.7893E+00 0.2996E+00 -0.3410-253 0 0 0 4 20 0.21696E 010.14053E+00 0.38217962E+04 FTFFFFFFF FTTFFFFTT 0.0000E+00 0.5003E+00 0.1499E+00 0.1122E+00 0 0 0 5 64 0.11889E-01 0.63234E 01 0.36160197E+04 e'FFFFFFF FTTFFFFTT 0.0000E+00 0.7595E+00 0.1138E+00 0.5294E-01 0 0 0 6 105 0.76594E-02 0.37875E-01 0.34939550E+04 FIFFFFFFF FTTFFFFTT 0.0000E+00 0.8494E+00 0.9670E-01 0.3016E-01 0 0 0 7 91 0.51730E 02 0.25157E-01 0.34145920E+04 FTFFFFFFF FTTFFFFT1 0.0000E+00 0.8269E+00 0.7996E-01 0.1737E-01 0 0 0 i l 1
SST.5VSTENS, 1NC. 17 DYNAMIC PAGE NO. 17
+o DST /PIPESTRESS ++ iso monticella plant #1 Version 3.4.03 IBM-PC April 1992
. 86 0.35355E-02 0.17137E-01 0.33616a06E+04 FTFFFfFFF FTTFFFFTT 0.0000E+00 0.8169E+00 0.6532E 01 0.1203E-01 0 0 0 l 9 04 0.24778E 02 0.11852E-01 0.33252856E+04 FTFFFFFFF FTTFFFFTT 0.0000E+00 0.8135E+00 0.5314E 01 0.1027E 01 0 0 0 l 10 -1G3 0.18286E 02 0.85024E 02 0.32991582E+04 FTFFfFFFF FTTFFFFTT 0.0000E+00 0.1094E+01+ 0.5811E 01 0.9429E 02 0 0 0 11 1F2 0.14491E 02 0.64869E-02 0.32790030E+04 FTFFFFFFF FTTFFFFTT 0.0000E+00 0.1089E+01+ 0.6327E-01 0.8533E 02 0 0 0 12 -192 0.12352E 02 0.53268E 02 0.32622353E+04 FTF1FFFFF FTTFFFFTT 0.0000E+00 0.1080E+01+ 0.6831E-01 0.7385E 02 0 0 0 l 13 210 0.11162E-02 0.46775E-02 0.32473631E+04 FTFFFFFFF FTTFFFFTT 0.0000E+00 0.1073E+01+ 0.7330E 01 0.6084E-02 0 0 0 '
l 14 -226 0.10471E 02 0.43113E-02 0.32335864E+04 FT'FFFFFF FTTFFFFTT 0.0000E+00 0.1068E+01+ 0.7829E-01 0.4805E-02 0 0 0 l 15 241 0.10007E 02 0.40862E-02 0.32205230E+04 FTFFFFFFF FTTFFFFTT 0.0000E+00 0.1064E+01+ 0.8330E 01 0.3678E 02 0 0 0 11 0.96130E-03 0.39179E 02 0.32080320E+04 FIFFFFFFF FTTFFFFTT 0.0000E+00 0.2354E+02+ 0.1961E+01 0.2756E 02 0 0 0 l 16 , 17 22 0.92049E-03 0.37593E-02 0.31961027E+04 #TFFFFFFF FTTFFFFTT 0.0000E+00 0.4039E-01 0.7922E 01 0.2036E- 2 0 0 0 , 18 154 0.87455E-03 0.35867E-02 0.31847856E+04 FTFFFFFFF FTTFFFFTT 0.0000E+00 0.8904E+00 0.7053E-01 0.1489E 02 0 0 0 19 157 0.32255E-03 0.33914E-02 0.31741500E+04 rTFFFFFFF FTTFFFFTT 0.0000E+00 0.8926E+00 0.6296E-01 0.1082E-02 0 0 0 l 20 160 0.76520E 03 0.31729E-02 0.31642603E+04 FTFFFFFFF FTTFFFFTT 0.0000E+00 0.8948E+00 0.5633E 01 0.7820E-03 0 0 0 i RH02 0.31551631E+04 l RAVG 0.32046202E+04 IRC 0 l 21 163 0.70406E-03 0.29360E-02 0.31551631E+34 FTFFFFTFF FTTTFFFTT 0.0000E+00 0.8968E+00 0.5052E-01 0.5630E-03 0 0 0 RHO 1577.58156 DELTA RHO 1577.53156 i RH0Z - RHO 1577,38156 PRECISION 0.01083386 ROW 181 STLVESTER 0 MODES 0 RHO STOP NO r 22 0.64098E-03 0.26876E 02 FTFFFFFFT FFTTFFFTT 0.0000E+0" 0 0 0 23 0.20998E-02 0.50579E-02 FTFFFFFFF FFTTFFFTT 0.0000E+0C 0 0 0 j 24 103 0.16595E-02 0.74856E-02 0.31220509E+04 FTFFFFFFF FFTTFFFTT 0.0000E+00 0.8211E+00 0.5673E 01 0.5630E-03 0 0 0 l 25 105 0.12772E-02 0.58441E-02 0.31136129E+04 FTFFI-FFFF FTTTFFFTT 0.0000E+00 0.8249E+30 0.4680E-01 0.2584E 03 0 0 0 1 25 106 0.96294E-03 0.44556E-02 0.31072501E+04 FTFFFFFFF FTTTFFFTT 0.0000E+00 0.8280E+00 0.3875E-01 0.1406E-03 0 0 0 l 27 100 0.71482E-03 0.33357E-02 0.31025263E+04 FTFFFFFFF FTTTFFFTT 0.0000E+00 0.8305E+00 0.3218E-01 0.7624E-04 0 0 0 < 28 109 0.52452E-03 0.24632E 02 0.30990597E+04 FTFIFFFFF FTTTFFFTT 0.0000E+00 0.8327E+00 0.2679E-01 0.4124E-04 0 0 0 29 110 0.38162E-03 0.18005E-02 0.30965373E+04 FTFFFFFFF TTTTFFFTT 0.0000E+00 0.8344E+00 0.2236E-01 0.2227E 04 0 0 1 30 119 0.27594E 03 0.13064E-02 0.30947134E+04 FTfFFFFFF TTTTFFFTT 0.0000E+00 0.8359E+00 0.1869E-01 0.1201E-04 0 0 2 31 111 0.19863E-03 0.94269E 03 0.30934004E+04 FifFFFFTF TTTTFFFTT 0.0000E+00 0.8372E+00 0.1565E-01 0.6469E 05 0 1 3 , 112 0.14252E 03 0.67760E-03 0.30924583E+04 FTFFFFFTF TTTTFFFTT 0.0000E+00 0.8382E+00 0.1311E-01 0.3483E 05 0 2 4 1 112 0.10202E 03 0.48568E 03 0.30917839E+04 FTFFFFFTF TTTTFFFTT 0.0000E+00 0.8391E+00 0.1100E 01 0.1875E-05 0 3 5 I h 0.72912E 04 e.34741E-03 TFFFFFFTF TTTTFFFTT 0.0000E+00 0 0 0x 35 36 0.20883E 10 0.1997GE+01 0.30901049E+04 FFFFFFFTF FFTTFFFTT 0.0000E+00 0.5257E-04 0.3072E 05 0.0000E+00 0 1 0 36 46 0.60275E-11 0.49341E-10 0.30901049E+04 FFFFFFFTF TTTTFFFTT 0.0000E+00 0.5375E+00 0.1651E 05 0.9301E-07 0 2 1 37 44 0.17412E-11 0.14247E-10 0.30901049E+04 FFFFFFFTF TTTTFFFTT 0.0000E+00 0.5375E+00 0.8876E 06 0.1814E-07 0 3 2 38 44 0.50271E-12 0.41158E-11 0.30901049E+04 FFFFFFFTF TTTTFFFTT 0.0000E+00 0.5376E+00 0.4771E-06 0.0000E+00 0 4 3 39 44 0.14488E 12 0.11887E-11 0.30901049E+04 FFFFFFFTF TTTTFFFTT 0.0000E+00 0.5376E+00 0.2565E-06 0.0000E+00 0 5 4 40 44 0.42188E-13 0.34195E-12 0.30901049E+04 FFFFFFFTF TTTTFFFTT 0.0000E+00 0.5377E+00 0.1379E 06 0.3972E-07 0 6 5 l l l t - _ _ _ - _ - _ _ _ _ _ _ _
l 3ST SYSTEMS,1NC. 18 OYNAMIC PAGE No. 18 > DST /PIPESTRESS ++ iso monticetto plant #1 Ve sion 3.4.03 IBM-PC April 1992 . 44 0.12323E-13 0.99698E 13 0.30901049E+04 FFFFFFFTF TTTTFFFTT 0.0000E+00 0.5379E+00 0.7420E 07 0.1790E 07 0 7 6 ? 44 0.3885BE 14 0.27867E 13 0.30901049E+04 FFFFFFFTF TTTTFFFTT 0.0000E+00 0.5382E+00 0.3993E-07 0.5065E-07 0 8 7 3 44 0.12212E 14 0.88818E 14 0.30901049E+04 FFFFFFFTF TTTTFFFTT 0.0000E400 0.5386E+00 0.2151E 07 0.2512E 07 0 9 8 5 44 0.55511E 15 0.23315E 14 0.30901049E+04 FFFFFFFTF TTTTFFFTT 0.0000E+00 0.5392E+00 0.1160E-07 0.3121E-07 0 10 9 5 45 0.00000E+00 0.16653E 14 0.30901049E+04 FFFFFFFTF TTTTFFFTT 0.0000E+00 0.5402E+00 0.6265E-08 0.0000E+00 0 11 10 ]!00= 0.1130299
- 3. ITER S= 45 CUM. RHO CHANGES = 2 CUM. PURIFICATIONS = 0 ,
- 3. TIMING: T(PURIFY)= 0.22 T(FACTOR)= 1.81 T(SOLVE)= 6.00 T(CONV.)= 8.57 T(TOTAL)= 8.57 l
{ 8= 2 RH0= 1577.582 f lif 1 COS01 1-COS02 RH0Z 123456789 0123456789 DOTX/EPX RATX DIFX XMINC ll NC NR I- 0.96799E+00 0.10004E+01 FTFFFFFFF FFTFFFFTT 0.0000E+00 1 0 0 l 84 0.75859E+00 0.10000E+01 0.58722299E+04 FTFFFFFFT FFTFFFFTT 0.6483E-07 0.1246E+01+ 0.1921E+01 0.0000E+00 1 0 0 1 ~ 10 0.41592E 01 0.82528E+00 0.45565073E+04 FTFFFFFFF FFTFFFFTT 0.4099E-06 0.8029E 01 0.1542E+00 0.2822E+00 1 0 0 > 20 0.69887E 02 0.80157E-010.44166586E+04 FTFFFFFFF FTTFFFFTT 0.4530E-06 0.3871E+00 0.5970E-01 0.3824E 01 1 0 0 i 35 0.14451E-02 0.14337E 01 0.43915760E+04 FTFFFFFFF FTTFFFFTT 0.4605E-06 0.6091E+00 0.3636E-01 0.1943E 01 1 0 0 i 27 0.95116E-03 0.42915E 02 0.43808859E+04 FTFFFFFFF FTTFFFFTT 0.4617E-06 0.1580E+01+ 0.5746E 01 0.2561E-01 1 0 0 2 29 0.16594E 02 0.53209E-02 0.43634347E+04 FTFFFFFFF FFFFFFFTT 0.4612E-06 0.1534E+01+ 0.8817E 01 0.1991E-01 1 0 0 1 -32 0.42578E-02 0.11701E 01 0.43242230E+04 FTFFFFFFF FFFFFFFTT 0.4587E 06 0.1487E+01+ 0.1311E+00 0.9110E 02 1 0 0 ) -36 0.91958E 02 0.25882E-01 0.42398669E+04 FTFFFFFFF FFFFFFFTT 0.4517E-06 0.1434E+01+ 0.1880E+00 0.3869E-02 1 0 0 L -43 0.17024E-01 0.50922E 01 0.40843342E+04 FTFFFFFFF FFFFFFFTT 0.4344E-06 0.1368E+01+ 0.2573E+00 0.1641E 02 1 0 0
-57 0.23990E-01 0.80608E 01 0.38659378E+04 FTFFFFFFF FFFFFFFTT 0.3980E-06 0.1287E+01+ 0.3310E+00 0.6794E 03 1 0 0 65 0.23385E 01 0.93624E-01 0.36529761E+04 FTFFFFFFF FFTFFFFTT 0.3374E-06 0.7909E+00 0.2618E+00 0.2675E 03 1 0 0
> 56 0.15896E-01 0.77092E-01 0.35076671E+04 FTFFFFFFF FTTFFFFTT 0.2616E-06 0.6769E+00 0.1772E+00 0.1004E-03 1 0 0 46 0.83582E 02 0.47035E-01 0.34309743E+04 FTFFFFFFF FTTFFFFTT 0.1898E-06 0.6047E+00 0.1071E+00 0.3661E-04 1 0 0 ;
- 47 0.38122E-02 0.23394E-01 0.33959144E+04 FTFFFFFFF FTTFFFFTT 0.1338E 06 0.6167E+00 0.6607E-01 0.1317E 04 1 0 0 48 0.16260E-02 0.10405E 010.33809445E+04 FTFFFFFTF FTTFFFFTT 0.9474E 07 0.6242E+00 0.4124E 01 0.4713E-05 1 1 0 49 0.67361E 03 0.43904E 02 0.33747398E+04 FTFFFFFTF FTTFFFFTT 0.6880E 07 0.6289E+00 0.2593E-01 0.1684E 05 1 2 0 l 49 0.27569E-03 0.18108E 02 0.33721998E+04 FTFFFFFTF TTTFFFFTT 0.5199E 07 0.6319E+00 0.1639E-01 0.5979E-06 1 3 1 t
0.11227E-03 0.73977E-03 TFFFFFFTF TTTFFFFTT 0.4119E 07 1 0 0X
i ( 1 SST $YSTEM$,!NC. 19 07NAMIC PAGE NO. 19 oo DST /PIPESTRESS ++ lso monticello plant #1 Version 3.4.03 IBM PC April 1992
- c. 20 0.17253E 12 0.19991E+01 0.33704575E+04 FFFFFFFTF FTTFFFFTT 0.2215E 07 0.1034E 04 0.2949E 06 0.0000E+00 1 1 0 21 23 0.21982E 13 0.32085E 12 0.33704575E+04 FFFFFFFTF TTTFFFFTT 0.2215E 07 0.3580E+00 0.10562-06 0.0000E+00 1 2 1 22 23 0.34417E*14 0.41522E 13 0.33704575E+04 FFFFFFFTF TTTFFFFTT 0.2215E 07 0.3577E+00 0.3777E-07 0.2924E-07 1 3 2
. 23 23 0.11102E-14 0.54401E 14 0.33704575E+04 FFFFFFFTF TTTFFFFTT 0.2215E-07 0.3575E+00 0.1350E 07 0.4542E 07 1 4 3 24 24 0.00000E+00 0.13323E 14 0.33704575E+04 FFFFFFFTT TTTFFFFTT 0.2215E-07 0.3574E+00 0.4826E*08 0.0000E+00 1 5 4 l PERIODo 0.1082270 CUM. ITER S= 69 CUM. RHO CHANGES = 2 CUM. PURIFICATIONS = 24 CUM. TIMING: T(PURIFY)= 0.66 T(FACTOR)= 1.81 T(SOLVE)= 8.97 T(CONV.)= 3.57 T(TOTAL)= 12.14 f
1 MODES 3 RH0= 3367.087 lT ITP 1-COS01 1-COS02 RH0Z 123456789 0123456789 DOTX/EPX RATX DIFA XMINC IL NC NR RHO 3367.08707 DELTA RHO 1789.50551 PREC!$10N 0.01075466 ROW 181 SYLVESTER 1 MODES 1 RHO STOP NO 1 0.10859E+01 0.10103E+01 FTFFFFFFT FFTFFFFTT 0.0000E+00 1 0 0 2 0.75554E+00 0.10000E+01 FTFFFFFFT FFTFFFFTT 0.5969E-05 1 0 0 3 11 0.10722E-01 0.79751E+00 0.43958791E+04 FTFFFFFFF FFTFFFFTT 0.9940E 03 0.1650E+00 0.2982E-01 0.0000E+00 1 0 0 4.- 12 0.27684E 03 0.14170E-01 0.43920096E+04 FTFFFFFFF TTTFFFFTT 0.6923E 05 0.1783E+00 0.5316E 02 0.9012E 02 1 0 1 5- 92 0.12909E 04 0.40081E 03 0.43918692E+04 FTFFFFFFF TTTFFFFTT 0.6926E 05 0.2109E+00 0.1121E*02 0.1880E-02 1 0 2
- l. 16 0.95439E 06 0.20609E-04 0.43918604E+04 FTFFFFFFF TTTFFFFTT 0.6926E-05 0.3362E+00 0.3769E-03 0.3820E-03 1~0 3 l 15 0.86570E 07 0.16078E 05 0.43918596E+04 FTFFFFFFF TTTFFFFTT 0.6926E 05 0.3275E+00 0.1234E-03 0.6918E 04 1 0 4 o 15 0.84136E 08 0.14871E 06 0.43918595E4G4 FTFFFFFFF TTTFFFFTT 0.6926E-05 0.3231E+00 0.3989E 04 0.1234E 04 1 0 5 9 15 0.83640E 09 0.14547E-07 0.439185950404 FTFFFFFTF TTTFFFFTT 0.6926E-05 0.3206E+00 0.1279E-04 0.2255E 05 1'1 6
'10 .15 0.83787E 10 0.14494E 08 0.43918595E+04 FTFFFFFTF TTTFFFFTT 0.6926E 05 0.3192E+00 0.4083E C5 0.4186E 06 1 2 7 11 15 0.84164E 11 0.14530E 09 0.43918595E+04 FTFFFFFTF TTTFFFFTT 0.6926E-05 0.3184E+00 0.1300E 05 0.8486E*07 1 3 8 COS12= 0.100000E+01 CB2= 0.10000GE+01 QP= 0.000000E+00 QMs 0.000000E+00 UU= 0.595148E-07 UV= 0.59514GE-07 VVs 0.595148E 07 FA= 0.601135E 17 FB= 0.249716E 16 FC= 0.189603E-16 l
{- l !
)
C - - - - - - - - - - - - - - - - - - i
S f, T S Y S T E M S , I N C . 20 OYNAMIC PAGE NO. 20
++ OST/PIPESTRESS ++ iso monticello plant #1 version 3.4.03 IBM PC April 1992 DISC = 0.000000E+00 RP= 0.000000E+00 RMs 0.000000E+00 ALP = 0.000000E+00 BEPs 0.000000E+00 ALM = 0.000000E+00 BEM= 0.000000E+00 AL= 0.000000E+00 BE= 0.000000E+00 C0= 0.975826E-03 C1= 0.975826E 03 FMU= 0.125000E+01 XMUO= 0.9758262 03 l COPL STOP 12 15 0.84455E 12 0.14599E 10 0.43918595E+04 FFFFFFFTF TTTFFFFTT YES 0.6926E 05 0.3179E+00 0.4133E 06 0.0000E+00 1 0 9
)
13 15 0.84488E-13 0.14673E-110.43918595E+04 FFFFFFFTF TTTFFFFTT 0.6926E 05 0.3176E+00 0.1313E-06 0.0000E+00 1 1 10 14 15 0.77716E 14 0.14788E-12 0.43918595E+04 FFFFFFFTF TTTFFFFTT 0.6926E-05 0.3174E+00 0.4167E 07 0.0000E+00 1 2 11 15 15 0.11102E 15 0.14100E 13 0.43918595E+04 FFFFFFFTF TTTFFFFTT 0.6926E-05 0.3173E+00 0.1322F-07 0.0000E+00 1 3 12 16 16 0.00000E+00 0.15543E 14 0.43918595E+04 FFFFFFFTF TTTFFFFTT 0.6926E 05 0.3173E+00 0.4195E-08 0.0000E+00 1 4 13 PERIODa 0.0948103 CUM. ITER S= 85 CUM. RHO CHANGES = 3 CUM. PURIFICATIONS = 56 CUM. TIMING: T(PURIFY)= 0.88 T(FACTOR)= 2.69 T(SOLVE)= 10.88 T(CONY.)= 3.30 T(TOTAL)= 15.44 MODE = 4 RH0= 3367.087 IT ITP 1-COS01 1 COS02 RH02 123456789 0123456789 00TX/EPX RATX O!FX XMINC IL NC NR l 1 0.10569E+01 0.99254E+00 FTFFFFFFT FFTFFFFTT 0.0000E+00 1 0 0 2 24 0.75488E+00 0.10000E+01 0.18145906E+05 FTFFFFFFT FFTFFFFTT 0.4247E 05 0.4437E+00 0.7000E+00 0.0000E+00 1 0 0 3 16 0.13043E+00 0.91697E+00 0.77204974E+04 FTFFFFFFF FTTFFFFTT 0.7880E-04 0.2612E+01+ 0.1828E+01 0.4902E+00 1 0 0 4 12 0.31545E-01 0.24450E+00 0.70300991E+04 FTFFFFFFF FTTFFFFTT 0.1217E-03 0.1279E+00 0.2338E+00 0.1776E+00 1 0 0 5 32 0.14712E-01 0.86484E-01 0.67714694E+04 FTFFFFFFF FTTFFFFTT 0.1422E-03 0.5425E+00 0.1268E+00 0.5042E 01 1 0 0 34 0.62403E-02 0.39817E 01 0.66640223E+04 FTFFFFFFF FTTFFFFTT 0.1519E 03 0.5664E+00 0.7183E-01 0.1174E-01 1 0 0 35 0.24188E-02 0.16390E-01 0.66224553E+04 FTFFFFFFF FTTFFFFTT 0.1559E-03 0.5818E+00 0.4179E-01 0.301?E-02 1 0 0 o 36 0.90041E 03 0.62656E 02 0.66069826E+04 FTFFFFFFF FTTFFFFTT 0.1573E-03 0.5908F+00 0.2469E-01 0.8668E 03 1 0 0 9 36 0.32993E-03 0.23197E-02 0.66013126E+04 FTFFFFFFF TTTFFFFTT 0.1579E-03 0.5959E+00 0.1471E 01 0.2808E 03 1 0 1 10 37 0.12019E-03 0.84829E-03 0.65992470E+04 FTFFFFFFF TTTFFFFTT 0.1581E-03 0.5988E+00 0.8809E-02 0.9992E 04 1 0 2 11 37 0.43688E 04 0.30879E-03 0.65984962E+04 FTFFFFFFF TTTFFFFTT 0.1581E-03 0.6004E+00 0.5289E 02 0.3766E-04 1 0 3 12 37 0.15869E-04 0.11222E-03 0.65982235E+04 FTFFFFFFF TTTFFFFTT 0.1581E 03 0.6014E+00 0.3181E 02 0.1461E 04 1 0 4 13 37 0.57622E-05 0.40755E 04 0.65981244E+04 FTFFFFFTF TTTFFFFTT 0.1581E 03 0.6019E+00 0.1915E 02 0.5749E 05 1 1 5 14 37 0.20922E 05 0.14799E-04 0.65980885E+04 FTFFFFFTF TTTFFFFTT 0.1581E-03 0.6022E+00 0.1153E-02 0.2277E-05 1 2 6
l SST SVSTEMS,1NC. 21 DYNAMIC PAGE NO. 21
. . . . . . . . . . . . . . . . . . . . . . .lso . .monticello
. . . . . plant
. . . #1 oo DST /PIPESTRESS ++
. . . . . . . . . . . . . . .Version . . . .3.4.03 . . . . .IBM. .pril PC A 1992 l
l 1
.. 37 0.75960E-06 0.53730E-05 0.65980754E+04 FTFFFFFTF TTTFFFFTT 0.1581E-03 0.6024E+00 0.6945E 03 0.9052E-06 1 3 7 l 16 0.27579E 06 0.19508E-05 TFFFFFFTF TTTFFFFTT 0.1581E-03 1 0 0X !
1F 17 0.41345E-12 0.20000E+01 0.65980680E+04 FFFFFFFTF FTTFFFFTT 18 0.1581E 03 0.3460E+ 5 0.3640E-06 0.0000E+00 1 1 0 l 21 0.64948E-13 0.80558E-12 0.65980680E+04 FFFFFFFTF TTTFFFFTT 0.1581E 03 0.3992E+00 0.1453E-06 0.2092E 07 1 2 1 10 210.97700E 14 0.12756E 12 0.65980680E+04 FFFFFFFTF TTTFFFFTT 20 0.1581E-03 0.3995E+00 0.5806E 07 0.0000E+00 1 3 2 j 21 0.13323E-14 0.19207E 13 0.65980680E+04 FFFFFFFTF TTTFFFFTT 0.1581E-03 0.3999E+00 0.2322E-07 0.0000E+00 1 4 3 21 21 0.00000E+00 0.34417E-14 0.65980680E+04 FFFFFFFTF TTTFFFFTT 0.1581E 03 0.4005E+00 0.9300E 08 0.0000E+00 1 5 4 PERIODo 0.0773520 CUM. ITER S= 106 CUM. RHO CHANGES = 3 CUM. PURIFICATlGNS= 119 ! CUM. TIMING: T(PURIFY)= 1.48 T(FACTOR)= 2.69 T(SOLVE)= 13.18 T(CONV.)= 3.18 T(TOTAL)= 18.62 l MODE = 5 RH0= 3367.087 IT ITP 1 COS01 1 COS02 RH0Z 123456789 0123456789 00TX/EPX RATX DIFX XMINC IL NC NR 1 0.10535E+01 0.10407E+01 FTFFFFFFT FFTFFFFTT 0.0000E+00 1 0 0 2 18 0.74609E+00 0.10000E+01 0.11707861E+05 FTFFFFFFT FFTFFFFTT 0.1402E 06 0.3277E+00 0.4521E+00 0.0000E+00 1 0 0 3 59 0.41952E 01 0.81956E+00 0.90458795E+04 FTFFFFFFF FTTFFFFTT 0.8499E 06 0.3564E+00 0.1611E+00 0.2820E+00 1 0 0 4 25 0.68179E 02 0.80036E-010.87829590E+04 FTFFFFFFF FTTFFFFTT 0.9369E-06 0.4691E+00 0.7558E-01 0.3834E-01 1 0 0 5 24 0.11856E 02 0.13567E-010.87397800E+D4 FTFFFFFFF FTTFFFFTT 0.9518E 06 0.4577E+00 0.3460E 01 0.9259E 02 1 0 0 6 27 0.23269E 03 0.24472E 02 0.87317450E+04 FTFFFFFFF TTTFFFFTT 0.9544E 06 0.5039E+00 0.1743E-01 0.4283E-02 1 0 1 7 30 0.54177E 04 0.50613E 03 0.87299872E+04 FTFFFFFFF TTTFFFFTT 0.9548E 06 0.5471E+00 0.9537E-02 0.2242E-02 1 0 2 6 32 0.15254E-04 0.12560E 03 0.87295223E+04 FTFFFFFFF TTTFFFFTT 0.9548E 06 0.5817E+00 0.5548E-02 0.1179E 02 1 0 3 34 0.50738E 05 0.37608E 04 0.87293752E+04 FTFFFFFFF TTTFFFFTT 0.9548E 06 0.6067E+00 0.3365E 02 0.5988E-03 1 0 4 36 0.18975E-05 0.13106E-04 0.87293220E+04 FTFFFFTFF TTTTFFFTT 0.9547E 06 0.6237E+00 0.2099E-02 0.2928E-03 1 0 0 RHO 7656.87508 DELTA RHO 4289.78800 RHOZ RHO 1072.44692 PRECISION 0.01056419 ROW 181 SYLVESTER 4 MODES 4 RHO STOP NO 11 0.76159E*06 0.50478E-05 FTFFFFFFT FFTTFFFTT 0.9547E 06 1 0 0
SST SYSTEMS,!NC. 22 DYNAMIC PAGE NO. 22
.++ DST /P!PESTRESS ++ iso monticello plant #1 version 3.4.03 IBM-PC April 1992
- i. 0.1402BE 05 0.42122E-05 FTFFFFFFF FFTTFFFTT 0.5230E 07 1 0 0 13 210.10837E-06 0.22885E-05 0.87292860E+04 FTFFFFFFF TFTTFFFTT 0.5530E-07 0.2847E+00 0.2133E-03 0.2928E-03 1 0 0 14 210.85079E-08 0.17754E 06 0.87292859E+04 FTFFFFFTF TTTTFFFTT 0.5615E-07 0.2849E+00 0.6078E-04 0.6132E 05 1 1 1 15 21 0.67170E-09 0.13959E-07 0.87292859E+04 FTFFFFFTF TTTTFFFTT 0.5639E 07 0.2835E+00 0.1723E-04 0.1025E 05 1 2 2 to 210.53137E 10 0.11026E 08 0.87292859E+04 FTFFFFFTF TTTTFFFTT 0.5645E-07 0.2827E+00 0.4871E 05 0.1687E 06 1 3 3 .
COS12= 0.100000E+01 C82= 0.100000E+01 QP= 0.000000E+00 QM= 0.000000E+00 l UU= 0.543448E 07 UV= 0.543448E 07 VV= 0.543443E-07 FA= 0.316830E 16 FB= 0.144296E 15 FC= 0.112613E 15 DISC = 0.000000E+00 RP= 0.000000E+00 RM= 0.000000E+00 ALP = 0.000000E+00 BEP= 0.000000E+00 ALM = 0.000000E+00 BEM: 0.000000E+00 i AL= 0.000000E+00 BE= 0.000000E+00 l C0= 0.932478E-03 C1= 0.932478E 03 FMU= 0.125000E+01 XMUO= 0.932478E-03 COPL STOP YES 17 21 0.42066E-11 0.87244E-10 0.87292859E+04 FFFFFFFTF TTTTFFFTT 0.5647E-07 0.2822E+00 0.1375E 05 0.2608E-07 1 0 4 18 210.33151E-12 0.69068E 110.87292859E+04 FFFFFFFTF TTTTFFFTT 0.5648E-07 0.2819E+00 0.3875E G6 0.3659E 07 1 1 5 19 210.26534E 13 0.54778E 12 0.87292859E+04 FFFFFFFTF TTTTFFFTT 0.5648E-07 0.2817E+00 0.1091E-06 0.1306E 07 1 2 6 20 21 0.29976E-14 0.43299E-13 0.87292859E+D4 FFFFFFFTF TTTTFFFTT 0.5648E-07 0.2816E+00 0.3073E 07 0.5054E-07 1 3 7 21 . 21 0.99920E 15 0.44409E-14 0.87292859E+04 FFFFFFFTF TTTTFFFTT 0.5648E-07 0.2815E+00 0.8652E-08 0.4603E-07 1 4 8 l PERIDO= 0.0672497 I CUM. ITER S= 127 CUM. RHO CHANGES = 4 CUM. PURIFICATIONS = 203 CUM. TIMING: T(PURIFY)= 1.97 T(FACTOR)= 3.57 T(SOLVE)= 15.59 T(CONV.)= 4.29 T(TOTAL)= 22.91 I l 1 MODE = 6 RH0= 7656.875 ITP 1-COS01 1-C0302 Rh0Z 123456789 0123456789 00TX/EPX RATX DIFX XMINC IL NC NR 1 0.10365E+01 0.10338E+01 FTFFFFFFT FFTFFFFTT 0.0000E+00 1 0 0 2 13 0.74396E+00 0.10000E+01 0.13534195E+05 FTFFFFFFT FFTFFFFTT 0.2723E 06 0.2026E+00 0.2814E+00 0.4603E-07 1 0 0 3 20 0.42203E-01 0.81777E+00 0.11663510E+05 FTFFFFFFF FTTFFFFTT 0.1641E 05 0.3801E+00 0.1070E+00 0.2828E+00 1 0 0 4 23 0.58324E 02 0.76181E-01 0.11498832E+05 FTFFFFFFF FTTFFFFTT 0.1802E-05 0.4426E+00 0.4733E-01 0.4330E-01 1 0 0 5 22 0.98813E 03 0.11526E-01 0.11473056E+05 FTFFFFFFF FTTFFFFTT 0.1827E 05 0.4312E+00 0.2041E-01 0.8204E-02 1 0 0 6 22 0.17558E-03 0.19933E 02 0.11468548E+05 FTFFFFFFF TTTFFFFTT 0.1832E-05 0.4237E+00 0.8647E-02 0.1610E 02 1 0 1 l l t l. l l l
$ST S7 STEMS,INC. 23 DYNAMIC PAGE No. 23 I
oo DS7/PIPESTRESS ++ iso monticello plant #1 Version 3.4.03 IBM PC April 1992 22 0.31666E-04 0.35611E*03 0.11467739E+05 FTFFFFFFF TTTFFFFTT 0.1833E 05 0.4194E+00 0.3626E-02 0.4560E-03 1 0 2 8 22 0.57863E-05 0.64471E-04 0.11467592E+05 FTFFFFFFF TTTFFFFTT 0.1833E 05 0.4160E+00 0.1509E 02 0.2135E-03 1 0 3 , 9 21 0.10797E-05 0.11848E-04 0.11467564E+05 FTFFFFFFF TTTFFFFTT 0.1833E 05 0.4120E+00 0.6216E 03 0.1215E-03 1 0 4 10 21 0.20916E 06 0.22334E-05 0.11467559E+05 FTFFFFTFF TTTTFFFTT 0.1833E-05 0.4063E+00 0.2525E-03 0.7138E-04 1 0 0 RHO 10705.42236 DELTA RHO 3048.54729 RH02 - RHO 762.13677 PRECISION -0.00421507 ROW 336 SYLVESTER 5 MODES 5 RHO STOP NO 11 0.43210E-07 0.44060E 06 FTFFFFFFT FFTTFFFTT 0.1833E-05 1 0 0 12 0.28552E-07 0.13903E 06 FTFFFFFFF FFTTFFFTT 0.2362E-05 1 0 0 13 18 0.10677E-08 0.40232E 07 0.11467558E+05 FTFFFFFFF TFTTFFFTT 0.2362E-05 0.2260E+00 0.9645E-05 0.7138E-04 1 0 0 14 18 0.50706E 10 0.15745E-08 0.11467558E+05 FTFFFFFTF TTTTFFFTT 0.1296E 05 0.2300E+00 0.2218E 05 0.1993E-05 5 1 1 15 18 0.26704E-11 0.764B4E 10 0.11467558E+05 FTFFFFFTF TTTTFFFTT 0.1296E-05 0.2326E+00 0.5159E 06 0.2752E-06 5 2 2
$6 18 0.14488E 12 0.40600E-11 0.11467558E+05 FTFFFFFTF TTTTFFFTT 0.1296E-05 0.2337E+00 0.1206E 06 0.0000E+00 5 3 3 COS12= 0.100000E+01 CB2= 0.100000E+01 QP= 0.000000E+00 QM= 0.000000E+00 UU= 0.107601E 06 UV= 0.107601E 06 VV= 0.107601E-06 FA. 0.148203E-18 FB= 0.782301E-18 FCs 0.634098E 18 DISC = 0.000000E+00 RP= 0.000000E+00 RMs 0.000000E+00 ALP = 0.000000E+00 BEP= 0.000000E+00 ALM = 0.000000E+00 BEM= 0.000000E+00 AL= 0.000000E+00 BEs 0.000000E+00 C0= 0.131210E 02 C1= 0.131210E 02 FMU= 0.125000E+01 XMUO= 0.131210E 02 COPL STOP YES 17 18 0.83267E-14 0.22116E-12 0.11467558E+05 FFFFFFFTF TTTTFFFTT 0.1296E-05 0.2346E+00 0.2828E-07 0.2396E-07 5 0 4 1G 18 0.33307E 15 0.12212E-13 0.11467558E+05 FFFFFFFTF TTTTFFFTT 0.1296E-05 0.2348E+00 0.6641E 08 0.0000E+00 5 1 5 i PER100= 0.0586738 i
CUM. !?ER-S= 145 CUM RHO CHANGES = 5 CUM. PURIFICATIONS = 2 73 CUM. TIMING: T(PURIFY)= 2.46 T(FACTOR)= 4.45 T(SOLVE)z 17.74 T(CONV.)= 3.73 T(TOTAL)= 26.64 MODES 7 RH0= 10705.422 IT ITP 1-COS01 1-COS02 RH0Z 123456789 0123456789 00TX/EPX RATX OlFX XMINC IL NC NR , I l 1 L 4 l l l I r l i l l l - . - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
l
$$T SYS7 EMS,1NC. 24 OYNAMIC PAGE NO. 24 L oo. DST /PIPESTRCSS ++- Iso monticello plant #1 Version 3.4.03 IBM-PC April 1992 l
l-l 1 0.96397E+00 0.94806E+00 FTFFFFFFF FFTFFFFTT 0.0000E+00 1 0 0 2 15 0.82565E+00 0.10000E+01 0.16953375E+05 FTFFFFFFT FFTFFFFTT 0.1463E-06 0.2305E+00 0.4706E+00 0.0000E+00 1 0 0 l '3 22 0.58330E 01 0.88937E+00 0.14438790E+05 FTFFFFFFF FFTFFFFTT 0.6980E 06 0.4159E+00 0.1957E+00 0.3369E+00 1 0 0
- 6. 35 0.17726E 010.13314E+00 0.14081287E+05 FTFFFFFFF FTTFFFFTT 0.8510E 06 0.5930E+00 0.1161E+00 0.7297E 01 1 0 0 5 33 0.51706E 02 0.41519E-01 0.13982485E+05 FTFFFFFFF FTTFFFFTT 0.9011E 06 0.5652E+00 0.6561E 01 0.1866E-01 1 0. 0 6- 32 0.14932E 02 0.12162E-01.0.13954594E+05 FTFFFFFFF FTTFFFFTT 0.9156E 06 0.5538E+00 0.3633E-01 0.6680E 02 1 0 0 F~ 31 0.43592E 03 0.35361E 02 0.13946533E+05 FTFFFFFFF TTTFFFFTT 0.9196E 06 0.5488E+00 0.1994E-01 0.2350E 02 1 0 1 8- 31 0.12832E 03 0.10365E-02 0.13944170E+05. FTFFFFFFF TTTFFFFTT 0.9206E 06 0.5466E+00 0.1090E-01 0.8112E-03 1 0 2 9 - 39 0.37932E 04 C.30570E-03 0.13943473E+05 FTFFFFFFF TTTFFFFTT 0.9208E 06 0.5455E+00 0.5945E 02 0.2776E-03 1 0 3 l 10 31 0.11235E 04 0.90446E 04 0.13943266E+05 FTFFFFFFF TTTFFFFTT 0.9208E 06 0.5450E+00 0.3240E-02 0.9467E 04 1 0 4 11 31 0.33304E 05 0.26798E-04 0.13943205E+05 FTFFFFTFF TTTTFFFTT 0.9208E-06 0.5448E+00 0.1765E-02 0.3224E-04 1 0 0 RHO 13295.64854 DELTA RHO 2590.22618 RH0Z
- RHO 647.55650 l PRECISION 0.01031220 ROW 186 l SYLVESTER 6 MODES 6
! RHO STOP NO 12 . ' O.98756E 06 0.79449E 05 FTFFFFFFT FFTTFFFTT 0.9207E-06 1 0 0 t '13 0.91972E 06 0.38133E 05 FTFFFFFFF FFTTFFFTT 0.1920E-05 1 0 0 ! 14 19 0.34262E-07 0.13090E-05 0.13943179E+05 FTFFFFFFF TFTTFFFTT 0.1920E 05 0.1930E+00 0.6349E 04 0.3224E-04 1 0 0 L 15 10 0.12764E 08 0.48765E-07 0.13943179E+05 FTFFFFFTF TTTTFFFTT 0.1920E-05 0.1930E+00 0.1225E-04 0.8486E-07 6 1 1 l l 16 19 0.47551E 10 0.18167E-08 0.13943179E+05 FTFFFFFTF TTTTFFFTT 0.1920E-0'i 0.1930E+00 0.2365E 05 0.0000E+00 6 2 2 1F 10 0.17715E-11 0.67679E-10 0.13943179E+05 FTFFFFFTF TTTTFFFTT 0.1920E-05 0.1930E+00 0.4565E-06 0.0000E+00 6 3 3 COS12= 0.100000E+01 CB2= 0.100000E+01 QP= 0.000000E+00 QM= 0.000000E+00 uus- 0.149059E 06 UV= 0.149059E-06 VV= 0.149059E-06 FA= 0.213105E 17 FB= 0.131743E 16 ~ FC= 0.110433E 16 DISC = 0.000000E+00 RP= 0.000000E+00 -RM= 0.000000E+00 ALP = 0.000000E+00 BEP= 0.000000E+00 ALMS- 0.000000E+00 BEH= 0.000000E+00 AL= 0.000000E+00. BE= 0.000000E+00 C0= 0.154433E 02 C1= 0.154433E-02 FMU= 0.125000E+01 XMUO= 0.154433E-02 COPL STOP YES 19 0.65503E-17 0.25212E 11 0.13943179E+05 FFFFFFFTF TTTTFFFTT 0.1920E 05 0.1930E+00 0.8811E 07 0.0000E+00' 6 0 4 b 19 0.19984E 14 0.94036E 13 0.13943179E+05 FFFFFFFTF TTTTFFFTT 0.1920E-05 0.1930E+00 0.1701E-07 0.0000E+00 6 1 5 ! 20 20 0.33307E 15 0.32196E 14 0.13943179E+05 FFFFFFFTT TTTTFFFTT 0.1920E-05 0.1930E+00 0.3282E-08 0.2652E-07 6 2 6 PER100= 0.0532107 CUM. ITER S= 165 CUM. RHO CHANGES = 6 CUM. PURIFICATIONS = 363 CUM. TIMING: T(PURIFY)= 3.09 T(FACTOR)= 5.38 T(SOLVE)= 20.10 T(CONV.)= 4.12 T(TO.AL)= 30.76 l l l lll l l 1 1 l
5ST SY$TEMS,!NC. 25 DYNAMIC PAGE NO. 25
. . . . . . . . . . . . . . . . . . . . . . .iso . .monticello
. . . . . plant
. . . #1
++ DST /PIPESTRESS ++
. . . . . . . . . . . . . . . .Version . . . .3.4.03
. . . . .IBM. .pril PC A 1992
\
MODE = 8 RH0= 13295.649 IT ITP 1 COS01 1 COS02 RH02 123456789 0123456789 DOTX/EPX RATX DIFX XMINC IL NC NR 1 0.97831E+00 0.98406E+00 FTFFFFFFF FFTFFFFTT 0.0000E+00 1 0 0 2 2 12 0.81931E+00 0.10000E+01 0.19721923E405 FTFFFFFFT FFTFFFFTT 0.3499E-07 0.1976E+00 0.2113E+00 0.2652E 07 1 0 0 3 19 0.36777E 01 0.89983E+00 0.16727226E+05 FTFFFFFFF FFTFFFFTT 0.3772E-06 0.3797E+00 0.8022E-01 0.2602E+00 1 0 0 i 4 23 0.22467E-02 0.53000E-010.16661849E+05 FTFFFFFFF FTTFFFFTT 0.4006E-06 0.4444E+00 0.3565E 01 0.4185E 01 1 0 0 5 25 0.40981E-03 0.44571E-02 0.16653015E+05 FTFFFFFFF TTTFFFFTT 0.4020E-06 0.4867E+00 0.1735E-01 0.9817E-02 1 0 1 6 25 0.93358E 04 0.89121E-03 0.16651085E+05 FTFFFFFFF TTTFFFFTT 0.4033E-06 0.4920E+00 0.8537E 02 0.1707E-02 1 0 2 7 25 0.21835E-04 0.20540E 03 0.16650636E+05 FTFFFFFFF TTTFFFFTT 0.4034E-06 0.4867E+00 0.4155E 02 0.2865E-03 1 0 3 8 25 0.51223E-05 0.48106E-04 0.16650531E+05 FTFFFFFFF TTTFFFFTT 0.4034E 06 0.4851E+00 0.2016E 02 0.5071E 04 1 0 4 I 9 25 0.12021E-05 0.11287E 04 0.16650506E+05 FTFFFFFTF TTTFFFFTT 0.4034E 06 0.4847E+00 0.9768E 03 0.9587E-05 1 1 5 10 25 0.28211E 06 0.26488E-05 0.16650500E+05 FTFFFFFTF TTTFFFFTT 0.4034E-06 0.4845E+00 0.4733E-03 0.1918E 05 1 2 6 11 25 0.66208E-07 0.62165E-06 0.16650499E+05 FTFFFFFTF TTTFFFFTT 0.4034E-06 0.4845E+00 0.2293E 03 0.3983E-06 1 3 7 12 . 0.15538E 07 0.14589E 06 TFFFFFFTF TTTFFFFTT 0.4034E 06 1 0 0x 13 13 0.14211E 13 0.20000E+01 0.16650498E+05 FFFFFFFTF TTTFFFFTT 0.4034E-06 0.2263E-03 0.4877E-07 0.0000E+00 1 1 1 14 14 0.99920E-15 0.20S39E 13 0.16650498E+05 FFFFFFFTF TTTFFFFTT 0.4034E 06 0.2191E+00 0.1069E-07 0.3139E 07 1 2 2 15 15 0.66613E-15 0.19984E 14 0.16650498E+05 FFFFFFFTF TTTFFFFTT 0.4034E 06 0.2190E+00 0.2340E 08 0.3332E-07 1 3 3 PERIOD = 0.0486930 CUM. !TER-S= 180 CUM. RHO CHANGES = 6 CUM. PURIFICATIONS = 468 CUM. TIMING: T(PURIFY)= 3.79 T(FACTOR)= 5.38 -T(SOLVE)= 21.81 T(CONV.)= 2.63 T(TOTAL)= 33.39 ] MODE = 9 RH0= 13295.649 I l { l. t i
.SST SYS? EMS,1NC.
26 DYNAMIC PAGE NO. 26 j 'M OST/ PIPES 7RESS M iso monticello plant #1 version 3.4.03 IBM P April 1992
.........................................................C .........
! .' !TP 1*COS01 1 COS02 RHot' 123456789 0123456789 00TX/EPX RATX OlFX XMINC IL NC NR l l 1 0.98204E+00 0.10075E+01 FTFFFFFFF FFTFFFFTT 0.0000E+00 1 0 0 2 12 0.73657E+00 0.10000E+010.28705981E+05 FTFFFFFFT FFTFFFFTT 3 0.9772E 07 0.1925E+00 0.2252E+00 0.3332E 07 1 0 0
- 19 0.80127E 01 0.86128E+00 0.20760450E+05 FTFFFFFFF FFTFFFFTT 0.5181E-08 0.3645E+00 0.8207E-01 0.3844E+00 1 0 0 4 18 0.80158E 02 0.13321E+00 0.20273275E+05 FTFFFFFFF FTTFFFFTT 1 5 0.2786E-08 0.3405E+00 0.2795E 01 0.4884E*01 1 0 0 3 17 0.82175E-03 0.13888E 010.20226272L+05 FTFFFFFFF FTTFFFFTT 0.1523E 08 0.3276E+00 0.9154E 02 0.6432E 02 1 0 0 L t
6 17 0.87344E 04 0.14420E 02 0.20221365E+05 FTFFFFFFF TTTFFFFTT 7 0.9984E-09 0.3250E+00 0.2975E-02 0.1336E-02 1 0 1 i 17 0.96425E 05 0.15471E 03 0.20220832E+05 FTFFFFFFF TTTFFFFTT. 8 0.7809E-09 0.3251E+00 0.9671E 03 0.4577E 03 1 0 2 1 17 0.11219E 05 0.17290E 04 0.20220771E+05 FTFFFFFFF TTTFFFFTT 0.6891E 09 0.3259E+00 0.3152E-03 0.1876E 03 1 0 3 ) 9 21 0.14081E 06 0.20488E 05 0.20220764E+05 FTFFFFFFF TTTFFFFTT 10 0.6497E 09 0.4566E+00 0.1439E 03 0.7855E 04- 1 0 4 210.19509E 07 0.26375E-06 0.20220763E+05 FTFFFFTFF TTTTFFFTT 0.6325E-09 0.4555E+00 0.6555E-04 0.3213E-04 1 0 0 RHO 18835.73987 DELTA RHO 5540.09133 RH02 RHO 1385.02273 PRECISION 0.00244445 R0W 537 SYLVESTER 8 N00ES- 8 I RHO STOP NO
'11 l 0.30121E-08 0.37650E-07 FTFFFFFFT FFTTFFFTT 0.6250E-09 1 0 0 j l 12 0.11886E-08 0.79062E-08 FTFFFFFFF FFTTFFFTT 0.4659E-08 1 0 0 l 13 15 0.21340E*10 0.15249E 08 0.20220762E+05 FTFFFFFFF TFTTFFFTT 0.4654E-08 0.14ME+00 0.9450E-06 0.3213E 04 1 0 0
! 16 15 0.40912E 12 0.27622E 10 0.20220762E+05 FTFFFFFTF TTTTFFFTT 0.4654E-08 0.1419E+00 0.1341E 06 0.1011E 06 7 1 1 15- 15 0.82157E.14 0.53013E-12 0.20220762E+05 FTFFFFFTF TTTTFFFTT 0.4653E 08 0.1417E+00 0.1900E-07 0.3231E-07 7 2 2 i 16 10 0.00000E+00 0.10769E-13 0.20220762E+05 FTFFFFFTF TTTTFFFTT 0.4653E 08 0.1417E+00 0.2692E-08 0.0000E+00 7 3 3 l ! PERIC0= 0.0441856 CUM. ITER S= 196 CUM. RHO CHANGES = 7 . CUM. PURIFICATIONS = 578 CUM. TIMING: T(PURIFY)= 4.48 T(FACTOR)= 6.26 T(SOLVE)= 23.67 T(CONV.)= 3.68 T(TOTAL)= 37.07 l MODE = .10 - RH0= 18835.740 i IT ITP 1 COS01 1-COS02 RH02 123456789 0123456789 00TX/EPX RATX O!FX XMINC ll NC NR l L l l' i l i l 1 1 l l 1 1 I i ! 1'
SST S757 EMS,1NC. 27 DYNAMIC PAGE No. 27 N DST /P!PESVRESS 00 Iso monticello plant 01 Version 3.4.03 IBM PC April 1992 1 0.98397E+00 0.92270E+00 FTFFFFFFF FFTFFFFTT 0.0000E+00 1 0 0 3 91 0.70137E+00 0.10000E+01 0.54702605E+05 FTFFFFFFT FFTFFFFTT 0.9818E-08 0.1532E+00 0.1970E+00 0.0000E+00 1 0 0 3 38 0.87481E 010.84680E+00 0.35626173E+05 FTFFFFFFF FFTFFFFTT 0.3651E 07 0.1501E+01+ 0.2956E+00 0.3974E+00 1 0 0 4 5 0.27071E-01 0.17820E+00 0.33547542E+05 FTFFFFFFF FTTFFFFTT 0.6457E 07 0.6308E+01+ 0.1865E+01 0.1660E+00 1 0 0 5 15 0.29154E 01 0.10586E+00 0.31962033E+05 FTFFFFFFF FTFFFFFTT 0.9586E 07 0.1717E+00 0.3202E+00 0.9939E-01 1 0 0 6 36 0.28462E 01 0.11263E+00 0.30491861E+05 FTFFFFFFF FFTFFFFTT 0.1291E-06 0.5770E+00 0.1848E+00 0.4275E 01 1 0 0 F 38 0.19391E-010.93472E 010.29501000E+05 FTFFFFFFF FTTFFFFTT 0.1557E 06 0.5921E+00 0.1094E+00 0.2035E-01 1 0 0 8 39 0.99519E-02 0.56662E 01 0.28993528E+05 FTFFFFFFF FTTFFFFTT 0.1712E 06 0.6035E+00 0.6603E 01 0.9796E-02 1 0 0 9 40 0.43705E 02 0.27405E 01 0.28770850E+05 FIFFFFFFF FTTFFFFTT 0.1784E-06 0.6119E+00 0.4041E-01 0.4 758E-02 1 0 0 10 41 0.17906E 02 0.11735E 010.28679703E+05 FTFFFFFFF FTTFFFFTT 0.1812E 06 0.6179E+00 0.2497E-01 0.2386E-02 1 0 0 j }1 410.F1396E 03 0.47619E 02 0.28643393E+05 FTFFFFFFF FTTFFFFTT 0.1821E 06 0.6222E+00 0.1554E-01 0.1249E-02 1 0 0 { )2 41 0.28207E 03 0.18927E-02 0.28629060E+05 FTFFFFFFF TTTFFFFTT 0.1824E 06 0.6252E+00 0.9714E 02 0.6808E-03 1 0 1 l 13 42 0.11119E-03 0.74727E-03 0.28623415E+05 FTFFFFFFF TTTFFFFTT 0.1825E-06 0.6273E+00 0.6094E-02 0.3825E-03 1 0 2 i B 42 0.4384BE 04 0.29464E-03 0.28621190E+05 FTFFFFFFF TTTFFFFTT 0.1824E-06 0.6288E+00 0.3832E 02 0.2191E-03 1 0 3 l 15 42 0.17312E 04 0.11625E 03 0.28620312E+05 FTFFFFFFF TTTFFFFTT 0.1824E 06 0.6298E+00 0.2413E 02 0.1269E-03 1 0 4 0 42 0.68450E-05 0.45924E-04 0.28619965E+05 FTFFFFTFF TTTTFFFTT 0.1824E-06 0.6305E+00 0.1521E-02 0.7398E 04 1 0 0 RHO 26663.12026 DELTA RHO 7827.38039 RH0Z RHO 1956.84495 PRECISION 0.00967627 ROW 181 SYLVESTER 9 MODES 9 RHO STOP NO I 17 0.27101E-05 0.18168E 04 FTFFFFFFT FFTTFFFTT 0.1823E-06 1 0 0 l G 0.43685E-05 0.13956E-04 FTFFFFFFF FFTTFFFTT 0.1960E-06 1 0 0 6 26 0.28265E-06 0.68726E-05 0.28619738E+05 FTFFFFFFF TFTTFFFTT 0.1960E-06 0.2555E+00 0.1265E-03 0.7398E 04 1 0 0 @ 26 0.18338E-07 0.44493E-06 0.28619738E+05 FTFFFFF1F TTTTFFFTT 0.1960E-06 0.2556E+00 0.3233E-04 0.4670E-05 9 1 1 21 26 0,11922E 08 0.28880E 07 0.28619738E+05 FTFFFFFTF TTTTFFFTT 0.1960E-06 0.2556E+00 0.8265E-05 0.1027E-05 9 2 2 0 2G 0.77631E-10 0.18782E-08 0.28619738E+05 FTFFFFFTF TTTTFFFTT 0.1960E 06 0.2556E+00 0.2113E 05 0.2272E 06 9 3 3 COS12= 0.100000E+01 C82= 0.100000E+01 QP= 0.000000E+00 QMn 0.000000E+00 UU= 0.163256E 07 UV= 0.163256E-07 VV= 0.163256E-07 FA= 0.128864E-16 FB= 0.633663E-16 FC= 0.504800E-16 DISC = 0.000000E+00 RP= 0.000000E+00 RM= 0.000000E+00 ALP = 0.000000E+00 BEP= 0.000000E+00 ALM = 0.000000E+00 BEM: 0.000000E+00 AL= 0.000000E+00 BE= 0.000000E+00 C0= 0.511086E-03 C1= 0.511086E-03 FMU= 0.125000E+01 XMUOm 0.511086E 03 COPL STOP YES 9 26 0.50596E 110.12233E 09 0.28619738E+05 FFFFFFFTF TTTTFFFTT 0.1960E 06 0.2557E+00 0.5402E-06 0.0000E+00 9 0 4 6 26 0.32996E-12 0.79767E-11 0.28619738E+05 FFFFFFFTF TTTTFFFTT 0.1960E-06 0.2557E+00 0.1381E-06 0.0000E+00 9 1 5 9 23 0.21760E-13 0.52014E 12 0.28619738E+05 FFFFFFFTF TTTTFFFTT 0.1960E-06 0.2557E+00 0.3531E 07 0.2367E-07 9 2 6 G 26 0.12212E-14 0.35527E-13 0.28619738E+05 FFFFFFFTF TTTTFFFTT 0.1960E-06 0.2557E+00 0.9029E-08 0.0000E+00 9 3 7
SST SY$TEMS,!NC. 28 OYNAMIC PAGE NO. 28
++ DST /PIPESTRESS ++ iso nonticello plant #1 Version 3.4.03 IBM PC April 1992 PERIOD = 0.0371404 CUM ITER *S= 222 CUM. RHO CHANCES = S CUM. PURIFICATIONS = 756 l
CUM. TIMING: T(PURIFY)= 5.61 T(FACTOR)= 7.14 T(SOLVE)= 26.59 T(CONV.)= 5.44 T(TOTAL)= 42.51 MODES 11 RH0= 26663.120 IT ITP 1-COS01 1-COS02 RH02 123456789 0123456789 DOTX/EPX RATX O!FX XMINC IL NC NR , 1 0.98401E+00 0.92056E+00 FTFFFFFFF FFTFFFFTT 0.0000E+00 1 0 0 2 -286 0.79042E+00 0.10000E+01 0.50884503E+05 FTFFFFFFT FFTFFFFTT 0.4389E 08 0.1068E+01+ 0.1786E+01 0.0000E+00 1 0 0 3 12 0.69183E 01 0.90018E+00 0.36540878E+05 FTFFFFFFF FFTFFFFTT 0.1991E 06 0.1467E+00 0.2620E+00 0.3556E+00 1 0 0 4 40 0.18459E-01 0.13878E+00 0.35633574E+05 FTFFFFFFF FTTFFFFTT 0.2808E 06 0.6312E+00 0.1654E+00 0.1268E+00 1 0 0 5 63 0.87582E-02 0.51338E 01 0.35257161E+05 FTFFFFFFF FTTFFFFTT 0.3402E 06 0.7532E+00 0.1246E+00 0.3635E 01 1 0 0 6 88 0.49578E-02 0.26225E-01 0.35063867E+05 FTFFFFFFF FTTFFFFTT 0.3901E-06 0.8206E+00 0.1022E+00 0.2926E-01 1 0 0 7 140 0.36290E-02 0.16724E 01 0.34934404E+05 FTFFFFFFF FTTFFFFTT 0.4548E 06 0.8869E+00 0.9066E-01 0.2282E 01 1 0 0 8 239 0.31173E-02 0.13330E 01 0.34828339E+05 FTFFFFFFF FTTFFFFTT 0.4759E 06 0.9384E+00 0.8507E 01 0.1488E 01 1 0 0 9 564 0.27978E 02 0.11765E 01 0.34734862E*05 FTFFFFFFF FTTFFFFTT 0.5132E-06 0.9707E+00 0.8258E-01 0.8588E 02 1 0 0 10 1009 0.24818E-02 0.10524E 01 0.34652444E+05 FTFFFFFFF FTTFFFFTT 0.5463E-06 0.9942E+00 0.8210E 01 0.4680E 02 1 0 0 11 6 0.21391E 02 0.92152E-02 0.34581540E+05 FTFFFFFFF FTTFFFFTT 0.5749E-06 0.2420E+02+ 0.1987E+01 0.2485E-02 1 0 0 12 17 0.17881E-02 0.78302E-02 0.34522301E+05 FTFFFFFFF FTTFFFFTT 0.5990E-06 0.3622E-01 0.7196E-01 0.1303E-02 1 0 0 13 108 0.14541E-02 0.64618E-02 0.34474129E+05 FTFFFFFFF FTTFFFFTT 0.6188E-06 0.8489E+00 0.6109E 01 0.6770E-03 1 0 0 i 14 111 0.11557E 02 0.51990E-02 0.34435842E+05 FTFFFFFFF FTTFFFFTT 0.6347E 06 0.8523E+00 0.5206E-01 0.3498E-03 1 0 0 i 15 112 0.90165E-03 0.40968E 02 0.34405968E+05 FTFFFFFFF TTTFFFFTT 0.6474E 06 0.8542E+00 0.4447E-01 0.1800E-03 1 0 1 113 0.69334E 03 0.31751E 02 0.34382993E+05 FTFFFFFFF TTTFFFFTT 0.6573E 06 0.8553E+00 0.3804E-01 0.9233E 04 1 0 2 113 0.52722E 03 0.24290E 02 0.34365521E+05 FTFFFFFFF TTTFFFFTT 0.6650C 06 0.8560E+00 0.3256E 01 0.4724E 04 1 0 3 w 114 0.39750E 03 0.18399E 02 0.3435234BE+05 FTFFFFFFF TTTFFFFTT 0.6710E 06 0.8564E+00 0.2788E-01 0.2412E 04 1 0 4 19 114 0.29778E 03 0.13831E 02 0.34342478E+05 FTFFFFTFF TTTTFFFTT 0.6757E-06 0.8566E+00 0.2388E-01 0.1230E-04 1 0 0 RHO 32806.60689 DELTA RHO 6143.48663 RH02 RHO 1535.87154 PRECISION -0.00606109 ROW 454 SYLVESTER 10 MODES 10 l l l L_______.-__.__._.______.
l 5ST SYSTEMS,1NC. 29 DYNAMIC PACE No. 29
+4 DST /PIPESTRESS ++ iso monticello plant #1 Version 3.4.03 IBM PC April 1992 ;
l RHO STOP NO 20 0.22200E 03 0.10339E 02 FTFFFFFFT FFTTFFFTT 0.6793E 06 1 0 0 21 0.17135E-02 0.31680E-02 FTFFFFFFF FFTTFFFTT 0.1621E 05 1 0 0 22 46 0.51158E-03 0.40957E-02 0.34316057E+05 FTFFFFFFF TFTTFFFTT 0.1634E 05 0.5420E+00 0.1927E 01 0.1230E 04 1 0 0 23 46 0.15118E-03 0.12188E-02 0.34314761E+05 FTFFFFFTF TTTTFFFTT 0.1639E 05 0.5422E+00 0.1045E 01 0.4970E 06 10 1 1 , 24 46 0.44541E 04 0.35983E 03 0.34314379E+05 FTFFFFFTF TTTTFFFTT 0.1640E 05 0.5423E+00 0.5666E 02 0.9144E 07 10 2 2 25 { 46 0.13111E-04 0.10598E 03 0.34314267E+05 FTFFFFFTF TTTTFFFTT 0.1641E-05 0.5424E+00 0.3073E-02 0.2379E 07 10 3 3 ' 26 0.38584E 05 0.31195E 04 TFFFFFFTF TTTTFFFTT 0.1641E-05 10 0 0X 27 27 0.00000E+00 0.20000E+01 0.34314220E+05 FFFFFFFTF FTTTFFFTT 0.1642E 05 0.3517E 06 0.1281E 08 0.0000E+00 10 1 0 FER100s 0.0339190 CUM. ITER-S= 249 CUM. RHO CHANGES = 9 CUM. PURIFICATIONS = 981 CUM. TIMING: T(PURIFY)= 7.15 T(FACTOR)= 8.02 T(SOLVE)= 29.60 f(CONV.)= 5.88 T(TOTAL)= 48.39 I MODE = 12 RH0= 32806.607 l l IT ITP 1-COS01 1-COS02 RH0Z 123456789 0123456789 00TX/EPX RATX DIFX XMINC IL NC NR 1 0.10425E+01 0.99003E+00 FTFF FFFT FFTFFFFTT 0.0000E+00 1 0 0 2 9 0.85782E+00 0.10000E+01 0.36734735E+05 FTFFFFFFT FFTFFFFTT 0.3960E-08 0.1036E+00 0.1741E+00 0.0000E+00 1 0 0 3 15 0.12178E-01 0.89748E+00 0.35604553E+05 FTFFFFFFF FTTFFFFTT 0.5226E 07 0.2692E+00 0.4687E-01 0.1512E+00 7 0 0 4 14 0.63658E-03 0.17691E 010.35587168E+05 FTFFFFFFF TTTFFFFTT 0.5326E 07 0.2580E+00 0.1209E-01 0.1696E 01 9 0 1 5 14 0.45511E-04 0.10210E-02 0.35585972E+05 FTFFFFFFF TTTFFFFTT 0.5332E 07 0.2538E+00 0.3070E 02 0.8692E 03 9 0 2 6 14 0.33052E-05 0.73313E-04 0.35585B86E+05 FTFFFFFFF TTTFFFFTT 0.5332E-07 0.2514E+00 0.7717E 03 0.1313E 03 9 0 3 15 0.24266E 06 0.53362E-05 0.35585879E+05 FTFFFFFFF TTTFFFFTT 0.5332E 07 0.2860E+00 0.2207E 03 0.3813E-04 9 0 4 15 0.18056E-07 0.39285E-06 0.35585879E+05 FTFFFFFFF TTTFFFFTT 0.5332E-07 0.2878E+00 0.6350E-04 0.1160E 04 9 0 5
- 15 0.13660E 08 0.29333E-07 0.35585879E+05 FTFFFFFTF TTTFFFFTT 0.5332E 07 0.2896E+00 0.1839E-04 0.3514E 05 9 1 6 10 15 0.10539E 09 0.22282E-08 0.35585879E+05 FTFFFFFTF TTTFFFFTT 0.5332E-07 0.2915E+00 0.5361E-05 0.1055E-05 9 2 7 11 15 0.83167E 110.17275E-09 0.35585879E+05 FTFFFFFTF TTTFFFFTT 0.5332E 07 0.2933E+00 0.1573E 05 0.3123E-06 9 3 8 COS12= 0.100000E+01 CB2= 0.100000E+01 QP= 0.000000E+00 QMs 0.000000E+00 UU= 0.809129E-08 Uva 0.809129E-08 VV= 0.E09129E 08 '
FA= 0.741625E-18 FB= 0.336135E 17 FC= 0.261972E-17 DISC = 0.000000E+00 RP= 0.000000E+00 RM= 0.000000E+00
)
SST SYSTEM $,1NC. 30 OYNAMIC PAGE NO. 30
++ DST /PIPESTRESS ++ iso monticello plant #1 version 3.4.03 IBM PC April 1992 ALP = 0.000000E+00 BEPs 0.000000E+00 ALMS 0.000000E+00 BEM= 0.000000E+00 AL= 0.000000E+00 BE= 0.000000E+00 C0= 0.359806E 03 C1= 0.359806E 03 FMU= 0.125000E+01 XMUO= 0.359806E-03 COPL STOP YES 12 15 0.67146E 12 0.13705E-10 0.35585879E+05 FFFFFFFTF TTTFFFFTT 0.5332E 07 0.2951E+00 0.4640E-06 0.7238E 07 9 0 9 13 15 0.55289E 13 0.11153E 110.35585879E+05 FFFFFFFTF TTTFFFFTT 0.5332E 07 0.2967E+00 0.1377E 06 0.0000E+00 9 1 10 14 15 0.47740E-14 0.93148E-13 0.35585879E+05 FFFFFFFTF TTTFFFFTT 0.5332E 07 0.2983E+00 0.4107E 07 0.0000E+00 9 2 11 15 15 0.33307E 15 0.72164E 14 0.35585879E+05 FFFFFFFTF TTTi?FFTT 0.5332E 07 0.2998E+00 0.1231E 07 0.1607E 07 9 3 12 16 16 0.00000E+00 0.44409E 15 0.35585879E+05 FFFFFFFTF TTTFFFFTT 0.5332E 07 0.3012E+00 0.3708E 08 0.0000E+00 9 4 13 PER100= 0.0333074 CUM. ITER-S= 265 CUM. rho CHANGES = 9 CUN. PURIFICATIONS = 1047 CUM. TIMING: T(PURIFY)= 7.73 T(FACTOR)= 8.02 T(SOLVE)= 31.36 T(CONV.)= 2.58 T(TOTAL)= 50.97 l
MODES 13 RH0= 32806.607 l IT ITP 1 COS01 1-C0502 RH0Z 123456789 0123456789 DOTX/EPX RATX DIFX XMINC ll NC NR 1 0.98731E+00 0.10147E+01 FTFFFFFFF FFTFFFFTT 0.0000E+00 1 0 0 2 10 0.76171E+00 0.10000E+01 0.51625315E+05 FTFFFFFFT FFTFFFFTT 0.9426E-08 0.1103E+00 0.1724E+00 0.0000E+00 1 0 0 3 68 0.50299E-01 0.86671E+00 0.42803685E+05 FTFFFFFFF FFTFFFFTT 0.7718E-07 0.7758E+00 0.1338E+00 0.3016E+00 1 0 0 4 248 0.50533E 02 0.78211E 01 0.42460839E+05 FTFFFFFFF FTTFFFFTT 0.8597E-07 0.9353E+00 0.1251E+00 0.6811E 01 1 0 0 5 199 0.32518E 02 0.15425E-01 0.42329138E+05 FTFFFFFFF FTTFFFFTT 0.8879E 07 0.9196E+00 0.1151E+00 0.3 798E-01 1 0 0 6 192 0.29508E-02 0.12332E-01 0.42214549E+05 FTFFFFFFF FTTFFFFTT 0.9079E-07 0.9167E+00 0.1055E+00 0.9448E-02 1 0 0 181 0.26145E 02 0.11103E 01 0.42113234E+05 FTFFFFFFF FTTFFFFTT 0.9215E-07 0.9115E+00 0.9615E 01 0.2144E 02 1 0 0 168 0.22249E-02 0.96513E-02 0.42027013E+05 FTFFFFFFF FTTFFFFTT 0.9295E-07 0.9051E+00 0.8703E 01 0.5390E 03 1 0 0 v 158 0.18273E 02 0.80768E-02 0.41956186E+05 FIFFFFFFF FTTFFFFTT 0.9325E-07 0.8987E+00 0.7821E-01 0.1487E-03 1 0 0 10 149 0.14574E-02 0.65433E-02 0.41899687E+05 FTFFFFFFF FTTFFFFTT 0.9316E 07 0.8926E+00 0.6981E-01 0.4331E 04 1 0 0 11 142 0.11355E-02 0.51624E-02 0.41855662E+05 FTFFFFFFF FTTFFFFTT 0.9279E 07 0.8872E+00 0.6194E 01 0.1292E 04 1 0 0 12 136 0.86855E-03 0.39882E 02 0.41821981E+05 FTFFFFFTF TTTFFFFTT 0.9224E-07 0.8824E+00 0.5465E-01 0.3886E 05 1 1 1 13 1310.65513E 03 0.30312E-02 0.41796573E+05 FTFFFFFTF TTTFFFFTT 0.9159E-07 0.8781E+00 0.4799E 01 0.1172E 05 1 2 2 14 128 0.48894E-03 0.22754E-02 0.41777610E+05 FTFFFFFTF TTTFFFFTT 0.9090E-07 0.8744E+00 0.4196E-01 0.3576E-06 1 3 3 15 0.36202E-03 0.16920E 02 TFFFFFFTF TTTFFFFTT 0.9020E-07 1 0 0X
$ST SYSTEM $,1NC. 31 0YNAMIC PAGE NO. 31 ++ OST/PIPESTRESS ++ iso monticello plant #1 Version 3.4.03 IBM PC April 1992
- e. 16 0.26756E 12 0.19831E+010.41725376E+05 FFFFFFFTF FFTFFFFTT 0.8435E-07 0.6655E 06 0.1742E-06 0.0000E+00 1 1 0 17 18 0.23870E 13 0.44764E 12 0.41725376E+05 FFFFFFFTF TTTFFFFTT 0.8435E-07 0.3004E+00 0.5232E-07 0.4888E 07 1 2 1 18 18 0.88818E-15 0.39968E-13 0.41725376E+05 FFFFFFFTF TTTFFFFTT 0.B435E-07 0.3003E+00 0.1571E-07 0.0000E+00 1 3 2 19 19 0.77716E 15 0.32196E 14 0.41725376E+05 FFFFFFFTF TTTFFFFTT 0.8435E-07 0.3001E+00 0.4715E-08 0.1581E 07 1 4 3 PERl00m 0.0307595 CUM. ITER-S= 284 CUM. RHO CHANGES = 9 CUM. PURIFICATIONS = 1275 CUM. TIMING: T(PURIFY)= 9.14 f(FACTOR)= 8.02 T(SOLVE)= 33.57 T(CONV.): 3.90 T(TOTAL)= 54.87 MODEa 14 RH0= 32806.607 IT ITP 1 COS01 1 COS02 RH0Z 123456789 0123456789 00TX/EPX RATX OlFX XMINC IL NC NR 1 0.98638E+00 0.94680E+00 FTFFFFFFF FFTFFFFTT 0.0000E+00 1 0 0 2 997 0.62321E+00 0.10000E+010.16613729E+06 FTFFFFFFT FFTFFFFTT 0.4987E 08 0.1001E+01+ 0.1680E+01 0.1581E-07 1 0 0 1 3 11 0.36557E+00 0.88290E+00 0.59095393E+05 FTFFFFFFF FFTFFFFTT 0.1573E-07 0.1152E+00 0.1935E+00 0.8391E+00 1 0 0 l 0.3340E-07 0.2120E+00 0.4103E-01 0.2316E+00 1 0 0 4 14 0.95051E 01 0.70259E+00 0.43959057E+05 FTFFFFFFF FFTFFFFTT 5 19 0.57783E 02 0.14041E+00 0.43338831E+05 FTFFFFFFF FTTFFFFTT 0.3929E 07 0.3570E+00 0.1465E-01 0.5129E-01 1 0 0 6 19 0.55127E-03 0.97127E 02 0.43291369E+05 FTFFFFFFF FTTFFFFTT 0.3972E-07 0.3589E+00 0.5257E-02 0.1035E-01 1 0 0 7 19 0.64564E-04 0.98877E-03 0.43286103E+05 FTFFFFFFF TTTFFFFTT 0.3976E-07 0.3551E+00 0.1867E-02 0.1710E-02 1 0 1 1 8 19 0.79263E 05 0.11762E-03 0.43285464E+05 FTFFFFFFF TTTFFFFTT 0.3977E-07 0.3537E+00 0.6605E-03 0.2806E 03 1 0 2 l 9 19 0.98349E 06 0.14491E 04 0.43285384E+05 FTFFFFFFF TTTFFFFTT 0.3977E-07 0.3532E+00 0.2333E-03 0.4759E-04 1 0 3 f 10 19 0.12234E 06 0.17995E-05 0.43285375E+05 FTFFFFFTF TTTFFFFTT 0.3977E 07 0.3530E+00 0.8235E-04 0.8257E-05 1 1 4 l 11 19 0.15228E 07 0.22389E 06 0.43285373E+05 FTFFFFFTF TTTFFFFTT 0.3977E-07 0.3529E+00 0.2906E-04 0.1452E-05 1 2 5 l 19 0.18957C 08 0.27869E 07 0.43285373E+05 FTFFFFFTF TTTFFFFTT 0.3977E-07 0.3529E+00 0.1026E-04 0.2637E-06 1 3 6 I 0.23601E-09 0.34695E-08 TFFFFFFTF TTTFFFFTT 0.3977E-07 1 0 0X l 1* 14 0.29976E-14 0.20000E+01 0.43285373E+05 FFFFFFFTF TTTFFFFTT 0.3977E-07 0.1828E-02 0.1022E-07 0.0000E+00 1 1 1 l 15 15 0.00000E+00 0.4107BE 14 0.43285373E+05 FFFFFFFTT TTTFFFFTT 0.3977E-07 0.1779E+00 0.1818E 08 0.0000E+00 1 2 2 l l PERIDO= 0.0302002 CUM. ITER S= 299 CUM. rho CHANGES = 9 CUM. PURIFICATIONS = 1470 CUN. TIMING: T(PURIFY)= 10.38 T(' ACTOR)= 8.02 T(SOLVE)= 35.28 T(CONV.)= 3.18 T(TOTAL)= 58.05 l
t I o
SST SYSTEMS,1NC. 32 DYNAMIC PAGE NO. 32
++ DST /PIPESTRESS ++ iso monticelto plant #1 version 3.4.03 IBM PC April 1992 l
I t i h t i
SST SY5TEMS,1NC. 33 DYNAMIC PAGE NO. 33
++ OST/PIPESTRESS ++ iso monticello plant #1 version 3.4.03 IBM PC April 1992 CALCULATION NUMBER 2913 CODE ANSI /ASME B31.1 ASME-1973 REV S73 dubovecky TIME = 08:55:50 12/15/97 MODE = 1 PERIOD = 0.113030 FREQUENCYa 8.847
- NORMALIZED PARTICIPATION FACTORS - --- NATURAL PARTICIPATION FACTORS ---
LEVEL X Y Z X Y Z 1 -0.09266 0.85040 0.10615 .9598E 01 0.8809E+00 0.1100E+00
---------NORMALIZED MODE SHAPE-- - -- - WEIGHTED MODE SHAPE (LB/PF/G)---- - -- --(MODAL MASS)/(TOTAL MASS)-------
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i SST SYSTEMS,1NC. 37 DYNAMIC PAGE NO. 37
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SST SYSTEMS,1NC. 39 0YNAMIC PAGE No. 39
++ DST /PIPESTRESS ++ iso monticello plant #1 Version 3.4.03 IBM-PC April 1992 CALCULATION NUMBER 2913 CODE ANSI /ASME B31.1 ASME-1973 REV $73 dubovecky TIMES 08:55:50 12/15/97 MODE = 3 PER100= 0.094810 FREQUENCY = 10.547
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SST SVSTEMS,1NC. 40 OYNAMIC PAGE NO. 40 1
. . . . . . . . . . . . . . . . . . . . . . .iso . .monticello
. . . . . plant
. . . #1 oo DST /P!PESTRESS ++
. . . . . . . . . . . . . . .Version . . . .3.4.03 . . . . .IBM . .pril PC A 1992 l
CALCULATION NUMBER 2913 CODE ANS!/ASME B31.1 ASME 1973 REV $73 dubovecky TIME = 08:55:50 12/15/97 MODEo 3 (CONTINUED) PERl00= 0.094810 FREQUENCY = 10.547 PARTICIPATION FACTORS PFX's 0.0787 PFY= 0.6292 PFZ= -1.4427
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SST SY$TEMS,!NC. 41 OYNAMIC PAGE NO. 41
.............................................................. , . }
++ OST/PIPESTRESS ++ iso monticello plant #1 Version 3.4.03 IBM-PC April 1992 CALCULATION NUMBER 2913 CODE ANSI /ASME B31.1 ASME 1973 REV S73 dubovecky TIME = 08:55:50 12/15/97 MODES 3 (CONTINUE 0) PERIOD = 0.094810 FREQUENCY = 10.547 PARTICIPATION FACTORS PFX= 0.0787 PFYa 0.6292 PFZs -1.4427
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'SS? 5V$TEMS,!NC. 42 DYNAMIC FA0E NO. 42 oo DST /PIPESTRtSS ++ iso monticello plant #1 Version 3.4.03 IBM-PC April 1992 CALCULATION NUMBER 2913 CODE ANS!/ASME B31.1 ASME 1973 REV S73 dubovecky TIME = 08:55:50 12/15/97 C)DEc 4 PERl00= 0.077352 FREQUENCY =' 12.928
- NORMALIZED PARTICIPAfl0N FACTORS - -- NATURAL PARTICIPATION FACTORS ---
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l l
SST SYSTEMS, INC. 43 DYNAMIC PAGE No. 43
++ DST /PIPESTRESS ++ iso monticello plant #1 Version 3.4.03 IBM-PC April 1992 CALCULATION NUMBER 2913 CODE ANSI /ASME B31.1 ASME-1973 REV S73 dubovecky TIME = 08:55:50 12/15/97
%Em 4 (CONTINUED) PERIOD = 0.077352 FREQUENCY = 12.928 PARTICIPATION FACTORS PFX= 1.1800 PFYa -0.0571 PFZ= -0.8999 l
---------NORMALIZED MODE SHAPE----- " ---WElGHTED MODE SHAPE (LB/PF/G)------ ------(MODAL MASS)/(TOTAL MASS)---- "
>0 INT X Y Z X Y Z X Y Z l 52 0.64707 -0.15192 0.16062 18.106 -4.251 -4.495 0.00011 0.00001 0.00001 116 0.64104 0.15192 -0.15517 9.190 -2.178 -2.224 0.00003 0.00000 0.00000 118 0.63340 -0.15190 -0.14984 11.954 -2.867 -2.828 0.00005 0.00000 0.00000 120 0.56798 -0.14417 -0.14374 32.854 -8.339 -8.314 0.00038 0.00002 0.00002 0012 0.21253 0.06926 -0.14434 19.801 -6.453 -13.448 0.00014 0.00001 0.00006 122 0.00000 0.00000 -0.14490 0.000 0.000 12.982 0.00000 0.00000 0.00006 0013 0.03563 0.03139 -0.14539 3.064 2.700 -12.504 0.00000 0.00000 0.00005 9014 0.22252 0.03427 0.14584 19.138 2.947 -12.543 0.00013 0.00000 0.00005 9015 0.45558 0.01953 -0.14626 39.181 1.679 -12.579 0.00053 0.00000 0.00006 124 0.64360 0.00000 -0.14665 57.197 0.000 -13.033 0.00114 0.00000 0.00006 9016 0.72339 -0.01309 -0.14703 66.362 -1.201 -13.488 0.00153 0.00000 0.00006 9017 0.65041 -0.01692 -0.14737 59.667 -1.553 -13.519 0.00124 0.00000 0.00006 9018 0.44988 -0.01361 -0.14767 41.270 -1.249 -13.547 0.00059 0.00000 0.00006 9019 0.19657 -0.00651 -0.14793 18.033 -0.597 -13.571 0.00011 0,00000 0.00006 126 0.00000 0.00000 -0.14816 0.000 0.000 -13.697 0.00000 0.00000 0.00007 9020 -0.04562 0.00214 -0.14835 -4.251 0.200 -13.821 0.00001 0.00000 0.00007 128 0.00879 0.00124 -0.14850 0.508 0.0 72 -8,589 0.00000 0.00000 0.00003 130 0.02051 0.00142 -0.16003 0.745 0.052 -5.816 0.00000 0.00000 0.00001 %021 0.02067 -0.00884 -0.19565 1.037 -0.444 -9.815 0.00000 0.00000 0.00003 132 0.02082 -0.01497 -0.22289 1.529 -1.099 -16.374 0.00000 0.00000 0.00009 0022 0.02111 -0.02188 -0.23894 2.042 -2.117 -23.118 0.00000 0.00000 0.000i9 @n23 0.02139 -0.02131 -0.19933 2.070 -2.062 -19.286 0.00000 0.00000 0.00013 0.02167 -0.01383 -0.11424 2.096 -1.339 -11.053 0.00000 0.00000 0.00004 0.02194 -0.00197 -0.01252 1.308 -0.117 -0.747 0.00000 0.00000 0.00000 iao 0.01089 0.00000 -0.00002 0.136 0.000 0.000 0.00000 0.00000 0.00000 138 0.00932 0.00000 -0.00002 0.078 0.000 0.000 0.00000 0.00000 0.00000 140 0.00000 0.00000 0.00000 0.000 0.000 0.000 0.00000 0.00000 0.00000 54 0.69788 -0.15761 0.16058 8.408 -1.899 -1.935 0.00002 0.00000 0.00000 56 0.70463 0.15836 -0.16057 8.490 -1.908 -1.935 0.00003 0.00000 0.00000 58 0.75506 -0.16377 -0.16052 18.478 -4.008 -3.928 0.00012 0.00001 0.00001 82 0.75508 -0.16922 0.11492 3.394 -1.209 -0.821 0.00001 0.00000 0.00MO 86 0.72659 -0.17308 -0.08333 13.552 -3.228 -1.554 0.00006 0.00000 0.0000u 88 0.59555 -0.18350 -0.08304 10.533 -3.245 -1.469 0.00004 0.00000 0.00000 90 0.57263 -0.19075 -0.07343 4.748 -1.582 -0.609 0.00001 0.00000 0.00000 92 0.53997 -0.20963 -0.04062 4.999 -1.941 -0.3 76 0.00001 0.00000 0.00000 94 0.53425 -0.21939 -0.02064 2.771 -1.138 -0.107 0.00000 0.00000 0.00000 96 0.53882 0.21939 -0.01814 2.795 ~ 1.138 -0.094 0.00000 0.00000 0.00000 98 0.52915 -0.22140 -0.01466 12.355 -5.169 -0.342 0.00005 0.00001 0.00000 B009 0.39617 -0.19969 -0.01427 15.382 -7.754 0.554 0.00008 0.00002 0.00000 9010 0.26119 -0.14196 -0.01387 10.141 5.512 -0.539 0.00004 0.00001 0.00000
SST SYSTEMS,INC. 44 OYNAMIC PAGE NO. 4;
++ OST/PIPESTRESS ++ iss monticello plant #1
............................................... .version
. . . .3.4.03
... . . . .pril 1992 IBM PC A i
ALCULATION NUMBER 2913 CODE ANSI /ASME B31.1 ASME 1973 REV $73 dubovecky TIME = 08:55:50 12/15/97 MODE = 4 (CONTINUE 0) PERIDO= 0.077352 FREQUENCY = 12.928 PARTICIPATION FACTORS PFX= 1.1800 PFY= -0.0571 PFZ= -0.8999
-- -' " NORMALIZED MODE SHAPE"""-* - -WElGHTED MODE SHAPE (LB/PF/G)- " "- -" ' -(MODAL MASS)/(TOTAL MASS)' "-"
POINT X Y Z X Y Z X Y Z l 9011 0.12558 -0.06699 0.01347 4.876 2.601 -0.523 0.00001 0.00000 0.00000 100 l 0.00992 0.00382 -0.01307 0.232 -0.089 -0.305 0.00000 0.00000 0.00000 [ 102 0.00017 0.00015 -0.00 49 0.001 0.001 -0.025 0.00000 0.00000 0.00000 l 104 0.00017 0.00011 -0.00461 0.001 0.000 -0.014 0.00000 0.00000 0.00000 106 0.00016 0.00001 -0.00130 0.001 0.000 0.010 0.00000 0.00000 0.00000 108 0.00002 0.00000 -0.00011 0.000 0.000 0.000 0.00000 0.00000 0.00000 l 110 0.00000 0.00000 0.00000 0.000 0.000 0.000 0.00000 0.00000 0.00000 1 112 0.00030 -0.00001 -0.00274 0.001 0.000 -0.013 0.00000 0.00000 0.00000 l 1M 0.00042 -0.00001 -0.00396 0.027 0.001 -0.258 0.00000 0.00000 0.00000 l 60 0.80496 -0.16892 -0.16050 18.256 -3.831 -3.640 0.00012 0.00001 0.00000 6? 0.86104 0.17453 -0.16047 15.795 -3.201 2.944 0.00009 0.00000 0.00000 i 64 0.89584 -0.17784 0.16043 5.620 -1.116 -1.006 0.00001 0.00000 0.00000 ! 66 0.92965 0.18043 -0.16038 5.240 -1.017 -0.904 0.00001 0.00000 0.00000 68 0.97049 -0.18239 -0.16031 6.857 -1.289 -1.133 0.00002 0.00000 0.00000 TO 1.00000 -0.18209 -0.13272 21.470 -3.909 -2.849 0.00016 0.00001 0.00000 72 0.99979 -0.17326 -0.01464 21.465 -3.720 -0.314 0.00016 0.00000 0.00000 l 74 0.99315 0.16810 -0.00823 5.152 -0.872 -0.043 0.00001 0.00000 0.00000 l' 76 0.98899 -0.16810 -0.00303 5.130 -0.872 -0.016 0.00001 0.00000 0.00000 78 0.94623 -0.15673 0.00822 19.131 -3.169 0.166 0.00013 0.00000 0.00000 9003 0.59929 -0.08132 0.00860 19.518 -2. 64 8 0.280 0.00013 0.00000 0.00000 0 0.19035 0.00000 0.00899 4.053 0.000 0.191 0.00001 0.00000 0.00000 , 180 0.07280 0.02675 0.00910 0.651 0.239 0,081 0.00000 0.00000 0.00000 1 0.02543 0.05727 -0.03114 0.132 0.297 0.162 0.00000 0.00000 0.00000 0.02540 0.06525 -0.04635 0.132 0.338 0.240 0.00000 0.00000 0.00000 l
. .o 0.04269 0.06376 0.06865 0.221 0.331 -0.356 0.00000 0.00000 0.00000 186 0.04826 0.05455 -0.06862 0.250 0.283 -0.356 0.00000 0.00000 0.00000 188 0.03870 0.03517 -0.04880 0.343 0.312 -0.433 0.00000 0.00000 0.00000 190 0.00611 0.03514 -0.01076 0.046 0.264 -0.081 0.00000 0.00000 0.00000 192 -0.00897 0.03513 0.00776 -0.070 0.272 0.060 0.00000 0.00000 0.00000 194 -0.02272 0.03513 0.02525 0.108 0.168 0.121 0.00000 0.00000 0.00000 196 0.03439 0.03513 0.04010 -2.242 2.290 2.614 0.00000 0.00000 0.00000 198 -0.00739 0.01780 0.00779 -0.028 0.067 0.029 0.00000 0.00000 0.00000 200 0.00688 0.01036 0.00781 -0.035 0.053 0.040 0.00000 0.00000 0.00000 202 -0.00099 0.00004 0.00136 -0.011 0.000 0.016 0.00000 0.00000 0.00000 204 0.00000 0.00000 0.00000 0.000 0.000 0.000 0.00000 0.00000 0.00000 QFM $*2 1.47690 0.00914 0.00072 0.00249 lB I
l
SST $YSTEMS, 1NC. 45 DYNAMIC PAGE NO. 45
++ DST /PIPESTRESS ++ iso monticello plant #1 Version 3.4.03 IBM PC April 1992 CALCULATION NUM8ER 2913 CODE ANSI /ASME B31.1 ASME-1973 REV $73 dubovecky TIME = 08:55:50 12/15/97 l
MODE = 5 PER100= 0.067250 FREQUENCY = 14.870
- NORMALIZED PARTICIPATION FACTORS - --- WATURAL PARTICIPATION FACTORS - -
! LEVEL- X Y Z X Y Z 1 0.25827 0.42290 1.12455 0.3680E+00 0.6026E+00 0.1602E+01 NORMALIZED MODE SHAPE - - - - -WE!GHTED MODE SHAPE.(LB/PF/G) -- - - -(MODAL MASS)/(TOTAL MASS)- --- - l POINT X Y Z X Y Z X Y Z 2 0.00000 0.00000 0.00000 0.000 0.000 0.000 0.00000 0.00000 0.00000 4 -0.00002 0.00006 0.00488 -0.001 0.003 0.233 0.00000 0.00000 0.00000 6 0.00061 -0.00030 0.01346 0.042 0.020 0.929 0.00000 0.00000 0.00000 8 -0.00622 0.00027 0.06131 0.429 -0.018 4.231 0.00000 0.00000 0.00000 i 10 0.00664 -0.00039 0.07192 0.135 -0.008 1.466 0.00000 0.00000 0.00000 1 ~ 12 -0.00665 -0.00022 0.07425 -0.135 -0.004 1.514 0.00000 0.00000 0.00000 14 -0.00445 -0.00286 0.07705 -0.327 -0.210 5.668 0.00000 0.00000 0.00001 9001 0.00036 0.00748 0.07715 -0.043 -0.887 9.143 0.00000 0.00000 0.00002 ( 16 0.00000 0.00000 0.07723 0.000 0.000 9.269 0.00000 0.00000 0.00002 l 9002 0.00350 0.00915 0.07728 0.426 1.112 9.393 0.00000 0.00000 0.00002 i 9003 0.00570 0.01142 0.07731 0.692 1.388 9.396 0.00000 0.00000 .0.00002
~18 0.00000 0.00000 0.07730 0.000 0.000 8.690 0.000'Ai 0.00000 0.00002 l 9004 0.01304 -0.02054 0.07727 -1.347 -2.122 7.983 0.00 7 0.00000 0.00002 9005 0.02277 0.03019 0.07723 -2.352 -3.119 7.978 0.00000 0.00000 0.00002 20 -0.01667 -0.00536 0.07716 -1.100 0.353 5.090 0.00000 0.00000 0.00001 22- 0.01129 0.00353 0.07009 -0.168 0.052 1.044 0.00000 0.00000 0.00000 23 0.01130 0.00335 0.06952 -0.103 0.031 0.634 0.00000 0.00000 0.00000 24 -0.01130; 0.00084 0.06066 -0.337 0.025 1.808 0.00000 0.00000 0.00000
-0.00817 0.00089 0.04326 -0.158 0.017 0.838 0.00000 0.00000 0.00000
-0.00531 'O.00094 0.02957' 0.852 0.151 4.745 0.00000 0.00000 0.00001 d -0.00245 0.00098 0.01686 -0.065 0.026 -0.448 0.00000 0.00000 0.00000 31 -0.00006 -0.00019 0.00117 -0.002 -0.005 0.032 - 0.00000 0.00000 0.00000 32 0.00000 0.00000 0.00000 0.000 0.000 0.000 0.00000 0.00000 0.00000 34 -0.01358 0.00077 0.07878 -0.462 0.026 2.680 0.00000 0.00000 0.00000 36 -0.01296 0.00062 0.12049 -0.534 0.025 4.964 0.00000 0.00000 0.00001 33 -0.00440 -0.01262 0.15371 -0.281 -0.806 9.818 0.00000 0.00000 0.00002 40' 0.00469 -0.10631 0.20901 -0.266 -6.028 11.850 0.00000 0.00001 0.00004 42 0.00475 -0.13031 0.21690 -0.152 -4.156 6.918 0.00000 0.00000 0.00001 44 0.00475 -0.15411 0.22304 -0.092 .-2.985 4.321 0.00000 0.00000 0.00000 1 45 -0.00475 -0.17372 0.22814 -0.797 -29.139 38.269 0.00000 0.00021 0.00037 l l 46 0.00085 0.12518 0.21693 0.072 10.601 18.371 0.00000 0.00003 0.00009 i
! 9006 0.01047 -0.09722 0.21736 1.551 -14.400 R.193 0.00000 0.00005 0.00026
- i. 48 0.00000 0.00000 0.21771 0.000 0.000 32.245 0.00000 0.00000 0.00026
.9007 0.14582 0.23467 0.21798 21.598 34.757 32.286 0.00012 0.00031 0.00026 50 0.33605 0.48793 0.21818 28,459 '41.321 18.477 0.00021 0.00043 0.00009 l
SST SYSTEMS,!NC. 46 DYNAMIC PAGE NO. 46 co DS?/ PIPES?RESS ++ iso monticello plant #1 version 3.4.03 IBM PC April 1992 l i l'ALCULATION NUMBER 2913 CODE ANSI /ASME B31.1 ASME-1973 REV $73 dubovecky i!MEs 08:55:50 12/15/97 MODEo 5 (CONTINUED) PERIOD = 0.067250 FREQUENCY = 14.870 PARTICIPATION FACTORS PFX=' O.2583 PFY= 0.4229 PFZ= 1.1245 l
--NORMALIZED MODE SHAPE- --
- -WEIGHTED MODE SHAPE (LB/PF/G)------ - - -(MODAL MASS)/(TOTAL MASS) -- -
l POINT X Y Z X Y 2 X Y Z 52 0.35965 0.51743 0.21820 10.064 14.479 6.106 0.00003 0.00005 0.00001
- 113 0.34541 0.51742 0.19088 4.951 7.417 2.736 0.00001 0.00001 0.00000 190 0.32925 0.51740 0.16195 6.214 9.765 3.057 0.00001 0.00002 920 0.28914 0.48505 0.13291 16.725 28.057 7.688 0.00007 0.00020 0.00000.
0.0000n # , 9012 0.12609 0.22667 0.13429 11.748 21.119 12.512 0.00003 0.00011 0.00004 l 122 0.00000 0.00000 0.13564 0.000 0.000 12.151 0.00000 0.00000 0.00004 ) 9013 -0.04586. 0.10365 0.13683 3.944 8.915 11.768 0.00000 0.00002 0.00004 1 9014 0.03314 0.11411 0.13799 2.850 -9.814 11.867 0.00000 0.00002 0.00004 i j 9015 0.01587 -0.06540 0.13910 1.365 -5.625 11.963 0.00000 0.00001 0.00004 I
- 924 0.07664 0.00000 0.14018 6.811 0.000 12.457. 0.00001 0.00000 0.00004
! 9016 0.12853 0.04375 0.14127 11.791 4.013 12.960 0.00004 0.00000 0.00004 ! 901F 0.14726 0.05569 0.14232 13.509 5.109 13.056 0.00005 0.00001 0.00004 l 9018 0.12527 0.04317 0.14333 11.492 3.960 13.148 0.00003 0.00000- 0.00004 9019 0.06965 0.01892 0.14428 6.390 1.736 13.236 0.00001 0.00000 0.00004 l 126 0.00000 0.00000 0.14518 0.000 0.000 13.423 0.00000 0.00000 0.00005
- 9020 0.07326 0.00090 0.14605 -6.826 0.084 13.608 0.00001 0.00000 0.00005 l 928 -0.20910 0.01419 0.14687 -12.095 0.821 8.495 0.00004 0.00000 0.00002 l 130 0.25111 0.01862 0.19808 -9.126 0.677 7.19, 0.00002 0.00000 0.00001
.9021 0.25092 0.027!5 0.42734 12.588 1.372 21.439 0.00004 0.00000 0.00012 l 932. 0.25071 0.03579 0.65463 -18.418 2.629 48.090 0.00009 0.00000 0.00059
! 9022 -0.25024 0.04636 0.97230 -24.211 4.485 94.074 0.00015 0.00001 0.00224 9023 -0.24967 0.04434 1.00000 24.156 4.290 96.754 0.00015 0.00000 0.00237
-0.24900 0.02873 0.68757 24.092 2.780 66.525 0.00015 0.00000 0.00112
-0.24825 0.00396 0.10675 -14.804 0.236 6.366 0.00006 0.00000 0.00001
.so -0.13660- 0.00000 0.00009 -1.701 0.000 0.001 0.00000 0.00000 0.00000 138 -0.11715 0.00000 0.00008 -0.979 0.000 0.001 0.00000 0.00000 0.00000 140 0.00000 0.00000 0.00000 0.000 0.000 0.000 0.00000 0.00000 0.00000 54 0.38125 0.54514 0.21809 4.593 6.568 2.628 0.00001 0.00001 0.00000 SG 0.38395 0.54875 0.21808 4.626 6.612 2.628 0.00001 0.00001 0.00000 58 0.40284 0.57512 0.21797 9.858 14.074 5.334 0.00002 0.00005 0.00001 82 0.40286 0.56294 0.23256 2.878 4.022 1.661 0.00000 0.00000 0.00000 86 0.41881 0.55105 0.22583 7.811 10.278 4.212 0.00002 0.00003 0.00000 l 89 0.62932 0.63178 0.22426 11.130 11.173 3.966 0.00003 0.00003 0.00000 l 90 0.67975 0.65831 0.20241 5.636 5.458 1.678 0.00001 0.00001 0.00000
.92 0.75614 0.70314 0.12549 7.000 6.510 1.162 0.00001 0.00001 0.00000 94 0.78668 0.72796 0.05786 4.081 3.776 0.300 0.00000 0.00000 0.00000 96 . 0.78640 0.72796 0.03967 4.079 3.776 0.206 0.00000 0.00000 0.00000 98 0.80803 0.75117 0.00975 18.866 17.538 0.228 0.00009 0.00008 0.00000 9009 0.80674 0.75433 0.00764 31.324 29.289 0.297 0.00025 0.00022 0.00000 '
9010' O.60454 0.57358 0.00552 23.473 22.271 0.214 0.00014 0.00013 0.00000 i I
l SST SYSTEMS, INC. 47 DYNAMIC PAGE NO. 47 l 5
++ DST /PIPESTRESS ++ iso monticetto plant #1 version 3.4.03 IBM PC April 1992 i CALCULATION NUMBER 2913 CODE ANSI /ASME 831.1 ASME 1973 REV $73 dubovecky TIME = 08:55:50 12/15/97 l
i MODES 5 (CONTINUED) PERIOos 0.067250 FREQUENCY = 14.870 PARTICIPATION FACTORS PFX= 0.2583 PFY= 0.4229 PFZ= 1.1245 j
-- --- - NORMAllZED MODE SHADE- - - - ---WEIGHTED MODE SHAPE (LB/PF/0)------ -- --(M00AL MASS)/(TOTAL MASS)--- - j PolNT X Y Z X Y Z X Y Z 9011 0.29171 0.28587 0.00341 11.326 11.100 0.132 0.00003 0.00003 0.00000 100 0.01577 0.02241 0.00129 0.368 0.523 0.030 0.00000 0.00000 0.00000 .!
102 0.00105 0.00144 0.00796 0.005 0.006 0.036 0.00000 0.00000 0.00000 ; 104 0.00104 0.00116 0.00759 0.003 0.004 0.024 0.00000 0.00000 0.00000 106 0.00102 0.00006 0.00604 0.008 0.000 0.047 0.00000 0.00000 0.00000 108 0.00010 0.00001 0.00054 0.000 0.000 0.002 0.00000 0.00000 0.00000 110 0.00000 0.00000 0.00000 0.000 0.000 0.000 0.00000 0.00000 0.00000 112 0.00198 0.00006 0.01227 0.009 0.000 0.059 0.00000 0.00000 0.00000 li. 0.00280 0.00006 0.017A 0.182 0.004 1.145 0.00000 0.00000 0.00000 ) 6' O.42029 0.60055 0.21797 9.532 13.620 4.944 0.00002 0.00005 0.00001 62 0.43989 0.62895 0.21798 W 1J,537 3.999 0.00002 0.00003 0.00000 i 64 45200 # 0.64636 0.21799 835 4:055 1.367 0.00000 0.00000 0.00000 66 0 2.612 344 1.229 0.00000 0.00000 0.00000 68 0. 64034 M W 6624 b0.6804t~D 0!N801 .21300 3.366 4.E48 1.540 0.00000 0.00001 0.00000 i 70 0.48295 0.67920 0.22206 10.369 14.58) 4.768 0.00003 0.00005 0.00001 I 72 0.48297 0.60696 0.19665 10.369 13.031 4.222 0.00003 0.00004 0.00000 1 74 0.49097 0.59825 0.16649 2.547 3.103 0.864 0.00000 0.00000 0.00000 ; 76 0.49445 0.59824 0.15483 2.565 3.103 0.803 0.00000 0.00000 0.00000 i 78 0.47666 0.56528 0.12579 9.637 11:429 2.543 0.00002 0.00003 0.00000 9008 0.28208 0.29157 0.12577 9.187 9?496 4.096 0.00002 0.00002 0.00000 80 0.06675 0.00000 0.12573 1.421 pA00 2.677 0.00000 0.00000 0.00000 j 180 0.00277 -0.08399 0.12572 0.025 4 1.125 0.00000 0.00000 0.00000 )
-0.02572 -0.11929 0.09951 -0.133 h 751 619 0.516 0.00000 0.00000 0.00000 0.02573 -0.11712 0.08813 0.133 -0.608 0.457 0.00000 0.00000 0.00000 .o -0.00928 0.08011 0.06908 0.048 -0.416 0.358 0.00000 0.00000 0.00000 156 -0.00281 0.06497 0.06907 -0.015 -0.337 0.358 0.00000 0.00000 0.00000 188 0.00284 -0.03798 0.04443 0.025 -0.337 0.394 0.00000 0.00000 0.00000 190 -0.00748 -0.03796 0.00453 0.056 -0.285 0.034 0.00000 0.00000 0.00000 192 0.01240 -0.03796 -0.01448 -0.096 -0.294 -0.112 0.00000 0.00000 0.00000 194 -0.01696 -0.03796 -0.03277 -0.081 0.181 -0.157 0.00000 0.00000 0.00000 196 -0.02084 -0.03796 -0.04830 -1.358 -2.4 75 -3.149 0.00000 0.00000 0.00000 198 -0.00707 -0.01983 -0.01449 -0.027 - 0.0 75 -0.054 0.00000 0.00000 0.00000 200 -0.00484 -0.01198 -0.01449 -0.025 -0.061 -0.074 0.00000 0.00000 0.00000 202 0.00001 -0.00003 -0.00594 0.000 0.000 -0.068 0.00000 0.00000 0.00000 204 0.00000 0.00000 0.00000 0.000 0.000 0.000 0.00000 0.00000 0.00000 EFM**2 2.03043 0.00209 0.00241 0.00863 l
l l . . _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
i SST $YSTEMS,iNC. 48 DYNANIC PAGE NO. 40 i l
.................................................................. l l .. ............ . . ............. . . . . ...
l l 1 CALCULATION NUMBER 2913 CODE ANS!/ASME B31.1 ASME-1973 REV S73 dubovecky TIME = 08:55:50 12/15/97 ! l l MODES 6 PER100= 0.058674 FREQJENCY= 17.043
- NORMALIZED PARTICIPATION FACTORS - --- NATURAL PARTICIPATION FACTORS ---
LEVEL X Y Z X Y Z 1 l 1 0.45350 -0.29265 -0.88534 .5458E+00 .3522E+00 .1065E+01
- ------ NORMAllZE0 MODE SHAPE -- --
- WEIGHTED MODE SHAPE (LB/PF/G)------ ------(M00AL MASS)/(TOTAL MASS)---- -
PolNT X Y Z X Y Z X Y Z l 2 0.00000 0.00000 0.00000 0.000 0.000 0.000 0.00000 0.00000 0.00000 4 0.00002 -0.00043 -0.00562 0.001 0.021 -0.268 0.00000 0.00000 0.00000 6 0.00032 -0.00032 -0.01572 0.022 0.022 -1.055 0.00000 0.00000 0.00000 8 0.00275 0.00036 -0.07328 0.190 -0.025 -5.057 0.00000 0.00000 0.00001 10 0.00211 -0.00150 -0.08557 0.043 -0.031 1.745 0.00000 0.00000 0.00000 l 12 0.00212 0.00274 -0.08797 0.043 -0.056 -1.794 0.00000 0.00000 0.00000 i 14 0.00012 -0.00116 0.09070 0.009 -0.085 -6.673 0.00000 0.00000 0.00002 {
'9001 -0.00106 0.00613 -0.09081 0.126 0.726 -10.762 0.00000 0.00000 0.00004 l 16 0.00000 0.00000 -0.09088 0.000 0.000 10.908 0.00000 0.00000 0.00004 I' t 9002 -0.00620 -0.00760 -0.09091 -0.753 -0.924 -11.049 0.00000 0.00000 0.00004 9003 0.01039 -0.00928 -0.09089 -1.263 -1.128 -11.047 b.90000 0.00000 0.00004 18 0.00000 0.00000 -0.09083 0.000 0.000 -10.212 0.0'000 0.00000 0.0J004 9004 0.02438 0.01553 -0.09074 2.518 1.604 -9.3 75 0.00100 0.00000 0.00003 l 9005 0.04490 0.01812 0.09063 4.639 1.872 9.362 0.00:.11 0.00000 0.00003 20 0.04116 -0.01459 -0.09048 2.716 0.963 -5.969 0.000t0 0.00000 0.00001 ,
22 0.03392 -0.01624 -0.08067 0.505 0.242 1.201 0.000JO 0.00000 0.00000 ' 23 0.03392 -0.01552 -0.07986 0.309 -0.142 -0.728 0.00000 0.00000 0.00000 24 0.03393 -0.00473 -0.06741 1.011 -0.141 -2.009 0.00000 0.00000 0.00000 l 0.02312 0.00475 -0.04866 0.448 -0.092 -0.943 0.00000 0.00000 0.00000 1 0.01468 -0.00477 -0.03376 2.356 -0.765 5.418 0.00000 0.00000 0.00001 c9 0.00685 -0.00478 -0.01983 0.182 -0.127 -0.527 0.00000 0.00000 0.00000 31 0.00004 0.00043 -0.00148 0.001 -0.012 -0.040 0.00000 0.00000 0.00000 32 0.00000 0.00000 0.00000 0.000 0.000 0.000 0.00000 0.00000 0.00000 34 0.04501 -0.00470 -0.08659 1.531 -0.160 -2.946 0.00000 0.00000 0.00000 36 0.06824 -0.00463 -0.12964 2.811 -0.191 -5.341 0.00000 0.00000 0.00001 38 0.07609 -0.01027 -0.16972 4.860 -0.656 -10.841 0.00001 0.00000 0.00004 40 0.07530 -0.01415 -0.26154 4.326 -0.802 -14.828 0.00001 0.00000 0.00008 42 0.07635 -0.01390 -0.27905 2.435 -0.443 -8.900 0.00000 0.00000 0.00003 44 0.07636 -0.01382 -0.29514 1.4 79 -0.268 5.717 0.00000 0.00000 0.00001 45 0.07636 0.01376 -0.30847 12.809 -2.309 -51.742 0.00006 0.00000 0.00095 , 46 0,06085 -0.01587 -0.27907 5.153 -1.344 23.634 0.00001 0.00000 0.00020 9006 0.01059 0.00272 -0.27938 1.568 -0.403 -41.379 0.00000 0.00000 0.00061 48 0.00000 0.00000 -0.27955 0.000 0.000 -41.405 0.00000 0.00000 0.00061 9007 -0.03897 0.06508 -0.27960 -5.772 9.639 -41.412 0.00001 0.00003 0.00061 50 -0.06830 -0.13543 -0.27951 -5.784 -11.469 23.671 0.00001 0.00005 0.00020 l l l
i SST SYSTEQS,1NC. 49 07NAMIC PAGE NO. 49
. . . . . . . . . . . . . . . . . . . . . . . lso
. oo OST/PIPESTRESS ++
. .monticello
. . . . . plant
. . . #1
. . . . . . . . . . . . . . .Version
. . . .3.4.03
. . . . .IBM
. .pril PC A 1992 CALCULATION NUMBER 2913 CODE ANSI /ASME B31.1 ASME-1973 REV ST3 dubovecky TIME = 08:55:50 12/15/97 l MODE = 6 (CONTINUED) PERl00= 0.058674 FREQUENCY = 17.043 PARTICIPATION FACTORS PFX= 0.4535 PFY= 0.2927 PF2= 0.8853 i
( *I--- NORMALIZED MODE SHAPE-- - - WEIGHTE0 MODE SHAPE (LB/PF/G) --
-----(M00AL MASS)/(TOTAL MASS) - -
POINT X Y Z X Y Z X Y Z
- 52 0.06835 0.14111 -0.27949 -1.913 +3.948 7.821 0.00000 0.00001 0.00002 116 - 0.07002 0.14110 -0.27517 1.004 -2.023 -3.945 0.00000 0.00000 0.00001 118 0.07173 0.14110 0.27152 -1.354 -2.663 5.125 0.00000 0.00000 0.00001
! 120 0.06987 -0.13514 0.26730 -4.042 -7.817 -15.461 0.00001 0.00002 0.00008 j 9012 _0.03133 -0.06750 -0.26803 -2.919 6.289 -24.972 0.00000 0.00001 0.00022 l..122_ _0.00000 0.00000 0.26864 0.000 0.000 24.066 0.00000 0.00000 0.00021
- i. 9013 0.00299 0.03314 -0.26909 -0.257 2.851 -23.142 0.00000 0.00000 0.00019 l 9014= 0.02688 0.03774 -0.26943 -2.312 3.245 -23.172 0.00000 0.00000 0.00019 I'9915 0.05504 0.02254 -0.26967 4.734 1.939 23.193 0.00001 0.00000 0.00019
.124' 0.07372 0.00000 0.26981 -6.551 0.000 -23.978 0.00002 0.00000 0.00020 9016 -0.07427 0.01792 -0.26984 -6.814 1.644 -24.754 0.00002 0.00000 0.00022 901F 0.05463 -0.02528 -0.26974 5.012 -2.319 -24.745 0.00001 0.00000 0.00022 9018' -0.02411 0.02209 -0.26953 2.212 -2.026 -24.726 0.00000 0.00000 0.00022
' 19. :9 0.00075 0.01162 0.26920 0.069 -1.066 -24.695 0.00000 0.00000 0.00022 126 0.00000 0.00000 -0.26874 0.000 C.000 24.846 0.00000 0.00000 0.00022 9020 -0.05449 0.00670 0.26816 -5.077 0.624 -24.984 0.00001 0.00000 0.00022 929 -0.22255 0.00931 0.26745 12.873 0.539 -15.470 0.00006 0.00000 0.00008 930 0.27633 0.f0713 -0.20193 10.042 0.259 -7.339 0.00004 0.00000 0.00002 9021 -0.27614 0.00133 0.09486 -13.854 -0.067 4.759 0.00007 0.00000 0.00001 932 - -0.27592 N.00915 0.39822 20.269 -0.672 29.254 0.00015 0.00000 0.00030 9032- *0.27539 0.01995 0.86416 26.645 1.930 83.611 0.00025 0.00000 0.00248 l~9023 -0'27472 -0.02220 1.00000 26.580 -2.148 96.754 0.00025 0.00000 0.00332 l- 0.27391 0.01532 0.72484 26.502 -1.483 70.131 0.00025 0.00000 0.00175 l ~ 0.27297 -0.00226 0.11615 16.279 -0.135 6.926 0.00009 0.00000 0.00002 06 -0.15067. -0.00001 0.00011 -1.E76 0.000 0.001 0.00000 0.00000 0.00000 138: ' -0.12922- 0.00000 0.00010 1.080 0.000 0.001 0.00000 0.00000- 0.00000
.140 0.00000' O.00000 0.00000 0.000 0.000 0.000 0.00000 0.00000 0.00000 54 -0.06M8 -0.14562 0.27939 -0.803 -1.755 3.366 0.00000 0.00000 0.00000 56 -0.06529 0.14617 -0.27937 0.799 -1.761 -3.366 0.00000- 0.00000 0.00000 58 -0.06216 0.14978 0.27927 1.521 3.666 -6.834 0.00000 0.00000 0.0J002 82 -0.06217 0.15193 -0.27327 0.444 -1.085 -1.952 0.00000 0.00000 0.00000 GG -0.09016 -0.16383 0.25318 -1.682 3.056 4.722 0.00000 0.00000 0.00001 88 0.35409 0.30561 -0.25187 -6.262 5.405 4.454 0.00001 0.00001 0.00001 90 -0.41184 -0.34439 0.22719 3.415 2.856 -1.884 0.00000 0.00000 0.00000 92 -0.49693 0.41092 -0.14166 -4.601 -3.804 -1.311 0.00001 0.00001 0.00000 94 0.52577- 0.44457 0.06419 2.727 2.306 -0.333 0.00000 0.00000 0.00000 l 96 b.52271 -0.44458 -0.04346 2.711 -2.306 0.225 0.00000 0.00000 0.00000
- l. 98 0.54727 0.47'29 0.00781 12.778 11.074 0.182 0.00006 0.00004 0.00000 l 9009: -0.62140 -0.54614 0.00602 -24.127 -21.205 0.234 0.00021 0.00016 0.00000
-0.49672 0.44393 0.00422 -19.287 ' -17.237 0.164 0.00013 0.00011 0.00000 l9010 i
fE i o i
l I i SST 5YSTEMS,INC. 50 DYNAMIC PAGE NO. 50 1
.................................................................. l
++ DST /PIPESTRESS ++ iso monticetto plant #1 Version 3.4.03 IBM PC April 1992 )
CALCULATION NUMBER 2913 CODE ANSI /ASME B31.1 ASME-1973 REV S73 dubovecky TIME = 08:55:50 12/15/97 l l MODES 6 (CONTINUED) PERIDO= 0.058674 FREQUENCY = 17.043 PARTICIPATION FACTORS PFX= -0.4535 PFY= -0.2927 PFZu -0.B853
------ - NORMAllZED MODE SHAPE - --- - --WE!GHTED MODE SHAPE (LB/PF/G)---- - ---- -(MODAL MASS)/(TOTAL MASS) -- -
q X Y Z X l POINT Y Z X Y Z t 9011 -0.24867 -0.22918 -0.00242 -9.655 -8.899 -0.094 0.00003 0.00003 0.00000 100 -0.01380 -0.01799 -0.00063 0.322 -0.420 -0.015 0.00000 0.00000 0.00000 102 0.00092 -0.00117 0.00657 -0.004 -0.005 -0.029 0.00000 0.00000 0.00000 104 -0.00091 -0.00095 -0.00628 -0.003 0.003 -0.020 0.00000 0.00000 0.00000 l 106 -0.00089 0.00006 -0.00506 -0.007 0.000 -0.039 0.00000 0.00000 0.00000 i 108 -0.00009 0.00001 -0.00045 0.000 0.000 0.001 0.00000 0.00000 0.00000 110 0.00000 0.00000 0.00000 0.000 0.000 0.000 0.00000 0.00000 0.00000 112 -0.00166 -0.0CJ06 -0.01023 -0.008 0.000 -0.049 0.00000 0.00000 0.00000 114 -0.00232 -0.00006 -0.01463 -0.151 -0.004 -0.954 0.00000 0.00000 0.00000 60 0.05670 -0.15286 -0.27926 -1.286 -3.467 -6.333 0.00000 0.00000 0.00001 62 -0.05025 -0.15632 -0.27924 -0.922 -2.867 -5.122 0.00000 0.00000 0.00001 64 -0.04595 -0.15842 0.27922 -0.288 -0.994 -1. 75 2 0.00000 0.00000 0.00000 66 -0.04075 -0.16016 -0.27919 -0.230 -0.903 -1.5 74 0.00000 0.00000 0.00000 68 -0.03261 -0.16154 -0.27915 -0.230 -1.141 -1.972 0.00000 0.00000 0.00000 70 -0.02122 -0.16364 -0.26462 -0.456 -3.513 -5.681 0.00000 0.00000 0.00001 72 -0.02134 -0.18781 -0.12374 -0.458 -4.032 -2.657 0.00000 0.00001 0.00000 74 -0.02051 -0.18953 -0.09576 -0.106 -0.983 -0.497 0.00000 0.00000 0.00000 76 -0.02066 0.18954 -0.08794 -0.107 -0.983 -0.467 0.00000 0.00000 0.00000 78 -0.01152 0.17698 -0.07757 0.233 -3.578 -1.558 0.00000 0.00000 0.00000 9008 0.02095 0.09207 -0.07727 0.682 -2.999 -2.516 0.00000 0.00000 0.00000 80 0.03904 0.00000 -0.07696 0.831 0.000 -1.639 0.00000 0.00000 0.00000 180 0.04687 0.02990 0.07686 0.419 0.267 -0.687 0.00000 0.00000 0.00000 ! 0.05366 0.05114 0.06836 0.278 0.465 -0.355 0.00000 0.00000 0.00000 l 0.05365 0.05433 -0.06313 0.278 0.282 -0.327 0.00000 0.00000 0.00000 ! ies 0.042B4 0.04594 -0.05221 0.222 0.238 -0.271 0.00000 0.00000 0.00000 l 186 0.03772 0.03860 0.05218 0.196 0.200 -0.271 0.00000 0.00000 0.00000 188 0.02321 0.02374 -0.03722 0.206 0.210 -0.330 0.00000 0.00000 0.00000 190 0.01483 0.02376 -0.00942 0.111 0.179 -0.071 0.00000 0.00000 0.00000 . 192 0.01116 0.02377 0.00377 0.087 0.184 0.029 0.0000J 0.00000 0.00000 194 0.00792 0.02377 0.01602 0.038 0.114 0.077 0.00000 0.00000 0.00000 l 196 0.00516 0.02377 0.337 0.02643 1.550 1.723 0.00000 0.00000 0.00000 198 0.00478 0.01171 0.00379 0.018 0.044 0.014 0.00000 0.00000 0.00000 200 0.00202 0.00662 0.00381 0.010 0.034 0.019 0.00000 0.00000 0.00000 202 -0.00067 -0.00003 -0.00008 -0.008 0.000 -0.001 0.00000 0.00000 0.00000 204 0.00000 0.00000 0.00000 0.000 0.000 0.000 0.00000 0.00000 0.00000 EFM**2 1.44826 0.00182 0.00055 0.01437 l l
SST S7 STEMS,INC. 51 DYNAMIC PACE NO. 59 oo DST /PIPESTRESS ++ iso monticello plant #1 Version 3.4.03 IBM PC April 1992 CALCULATION NUMBER 2913 CODE ANSI /ASME B31.1 ASME-1973 REV $73 dubovecky TIME = 08:55:50 12/15/97 MODES ? PER;00= 0.053211 FREQUENCY = 18.793
- NORMALIZED PARTICIPATION FACTORS - -- NATURAL PARTICIPATION FACTORS ---
LEVEL X Y Z X Y Z 1 -0.72826 1.01766 0.14870 .9293E+00 0.1299E+01 .1897E+00
-- NORMALIZE 0 MODE SHAPE -- - - -WEIGHTED MODE SHAPE (LB/PF/G) ----- --- --(MODAL MASS)/(TOTAL MASS)--- -
POINT X Y Z X Y Z X Y Z 2 0.00000 0.00000 0.00000 0.000 0.000 0.000 0.00000 0.00000 0.00000
-4 0.00000 0.00479 -0.00434 0.000 0.229 0.207 0.00000 0.00000 0.00000 6 'O.00553 0.00906 -0.00937 0.381 0.625 0.647 0.00000 0.00000 0.00000 8 0.06049 'O.00906 -0.02484 4.174 0.626 1.714 0.00001 0.00000 0.00000 10 0.07332 0.02321 -0.03206 1.495 0.4 73 -0.654 0.00000 0.00000 0.00000 12 0.07332 0.03395 -0.03633 1.495 0.692' 0.741 0.00000 0.00000 0.00000 14 0.06646 .0.05087 -0.04306 4.889 3.742 3.168 0.00001 0.00000 0.00000 9001 0.02381 0.03262 -0.04311 2.821 3.865 5.108 0.00000 0.00000 0.00001' 16- 0.00000 0.00000 -0.04313 0.000 0.000 -5.177 0.00000 0.00000 0.00001 900?' O.00904 -0.03450 0.04313 1.099 -4.194 -5.242 0.00000 0.00001 0.00001 9003 0.02175 -0.04262 -0.04311 2.644 -5.180 -5.239 0.00000 0.00001 0.00001
$8 0.00000 0.00000 0.04306 0.000 0.000 -4.841 0.00000 0.00000 0.00001 9004 0.06271 0.07947 0.04299 -6.478 8.210 -4.442 0.00001 0.00002 0.00001 9005 -0.13641 0.15342 0.04291 -14.092 15.850 4.433 0.00006 0.00008 0.00001 20 -0.18889 0.17553 -0.04281 12.461 11.580 -2.824 0.00005 0.00004 0.00000
- 22 - 0.19151 0.09967 -0.04283 -2.851 1.484 0.638 0.00000 0.00000 0.00000 23 -0.19151 0.09529 -0.04307 -1.746 0.869 -0.393 0.00000 0.00000 0.00000 l 24 .- -0.19151 0.02943 0.04714 -5.709 0.877 -1.405 0.00001 0.00000 0.00000
-0.12820 0.02935 0.03086 2.483 0.568 -0.598 0.00000 0.00300 0.00000
-0.06073 0.02927 D.01877 -12.955 4.698 3.012 0.00005 0.00001 0.00000 9 -0.03762 0.02920 0.00805 -0.999 0.775 -0.214 0.00000 0.00000 0.00000 39 0.00006 0.00376 -0.00005 0.002 0.103 -0.001 0.00000 0.00000 0.00000 32 0.00000' O.00000 0.00000 0.000 0.000 0.000 0.00000 0.00000 0.00000 34 -0.26086, 0.02953 -0.06582 - 8.8 73 1.004 -2.239 0.00002 0.00000 0.00000
' 36 -0.43381 0.02974 0.11810 -17.871 1.225 -4.865 0.00010 0.00000 0.00001 3G -0.53488 0.13861 -0.13398 -34.166 8.854 -8.558 0.00037 0.00002 0.00002 40 0.53498 0.64945 -0.02536 -30.331 36.821 -1.438 0.00029 0.00043 0.00000 42 0.53499 0.77276 0.00743 -17.063 24.646 0.237 0.00009 0.00019 0.00000 l
-0.53505 0.89725 0.04197 -10.364 17.381 0.813 0.00003 0.00010 0.00000 l 45 0.53509 1.00000 0.07040 -89.755 167.740 11.809 0.00254 0.00888 0.00004 4G 0.50016 0.71930 0.00742 -42.357 60.916 0.628 0.00057 0.00117 0.00000 9005 -0.21569 0.31541 0.00722 -31.947 46.716 1.070 0.00032 0.00069 0.00000 48 0.00000 0.00000 0.00703 0.000 0.0GO 1.041 0.00000 0.00000 0.00000 9007 -0.01858 -0.04696 0.00683 2.752 6.955 1.011 0.00000 0.00002 0.00000 50 0.14961 0.07351 0.00662 -12.670 6.225 0.561 0.00005 0.00001 0.90000
-____---__--__-A
SST SYSTEM $,INC. 52 DYNAMIC PAGE NO. 52
. . . . . . . . . . . . . . . . . . . . . . .iso . .monticello
. . . . . plant
. . . #1
++ OST/PIPESTRESS ++
. . . . . . . . . . . . . . .Version . . . .3.4.03. . . . .IBM
. .pril PC A 1992 CALCULATION NUMBER 2913 CODE ANSI /ASME B31.1 ASME-1973 REV $73 dubovecky TIME = 08:55:50 12/15/97 MODES 7 (CONTINUED) PERIOO= 0.053211 FREQUENCY = 18.793 PARTICIPATION FACTORS PFX= -0.7283 PFY= 1.0177 PFZ= -0.1487
---- -- NORMALIZED MODE SHAPE-~- ~ ~ - -WEIGHTED MODE SHAPE (LB/PF/G)- --- - ~ ~ -(M00AL MASS)/(TOTAL MASS)------
POINT X Y Z X Y Z X Y Z 52 -0.16684 0.09457 0.00659 -4.669 2.646 0.185 0.00001 0.00000 0.00000 116 -0.05885 0.09457 0.01401 -0.844 1.356 -0.201 0.00000 0.00000 0.00000 118 0.06256 0.09460 -0.03708 1.181 1.785 -0.700 0.00000 0.00000 120 0.00000 0.17492 0.07993 -0.05482 10.118 4.623 -3.171 0.00003 0.00001 0.00000 9012 0.09994 0.03021 -0.05515 9.312 2.815 -5.139 0.00003 0.00000 0.00001 122 0.00000 0.00000 -0.05545 0.000 0.000 -4.968 0.00000 0.00000 0.00001 9013 -0.04536 -0.02700 -0.05570 -3.901 2.322 -4.791 0.00000 0.00000 0.00001 9014 0.04211 -0.04323 0.05593 -3.622 -3.718 -4.810 0.00000 0.00000 0.00001 9015 -0.00588 -0.03657 -0.05612 -0.506 3.145 -4.827 0.00000 0.00000 0.00001 124 0.14291 0.00000 -0.05629 3.813 0.000 -5.003 0.00000 0.00000 0.00001 9016 0.08532 0.06765 0.05644 7.827 6.206 -5.178 0.00002 0.00001 0.00001 9017 0.09976 0.12647 -0.05656 9.152 11.602 -5.189 0.00003 0.00004 0.00001 9018 0.08113 0.14131 -0.05665 7.442 <2.963 -5.197 0.00002 0.00005 0.00001 9019 0.04003 0.09691 -0.05671 3 .6 73 8.890 -5.203 0.00000 0.00002 0.00001 126 0.00000 0.00000 -0.05674 0.000 0.000 -5.246 0.00000 0.00000 0.00001 9020 -0.01701 -0.12846 -0.05674 -1.584 -11.969 -5.286 0.00000 0.00005 0.00001 128 -0.02611 -0.25671 -0.05670 -1.510 -14.849 -3.280 0.00000 0.00007 0.00000 130 -0.02990 -0.23406 -0.05156 -1.087 -8.539 -1.874 0.00000 0.00002 0.00000 9021 -0.02985 -0.10533 -0.02497 -1.497 -5.287 -1.253 0.00000 0.00001 0.00000 132 -0.02979 0.01128 0.00431 -2.188 0.829 0.316 0.00000 0.00000 0.00000 9022 -0.02966 0.17662 0.05526 -2.870 17.089 5.347 0.00000 0.00009 0.00001 9023 -0.02952 0.23137 0.07960 -2.856 22.386 7.702 0.00000 0.00016 0.00002
-0.02935 0.16890 0.06436 -2.840 16.341 6.227 0.00000 0.00008 0.00001
-0.02917 0.02641 0.01166 -1.740 1.5 75 0.695 0.00000 0.00000 0.00000 us -0.01639 0.00015 0.00001 0.204 0.002 0.000 0.00000 0.00000 0.00000 138 -0.01406 0.00000 0.00001 -0.118 0.000 0.000 0.00000 0.00000 0.00000 140 0.00000 0.00000 0.00000 0.000 0.000 0.000 0.00000 0.00000 0.00000 54 -0.18288 0.11504 0.00660 -2.203 1.386 0.079 0.00000 0.00000 0.00000 56 -0.18498 0.11771 0.00660 -2.229 1.418 0.079 0.00000 0.00000 0.00000 58 0 20025 0.13714 0.00660 -4.901 3.356 0.162 0.00001 0.00000 0.00000 02 0.20028 0.23676 -0.00641 -1.431 1.691 -0.046 0.00000 0.00000 0.00000 86 0.20625 0.31658 0.00686 -3. 84 7 5.905 -0.128 0.00000 0.00001 0.00000 88 -0.31681 0.39125 -0.00690 -5.603 6.919 -0.122 0.00001 0.00002 0.00000 90 -0.33943 0.44731 0.00239 -2.814 3.709 0.020 0.00000 0.00000 0.00000 92 0.36994 0.60189 0.03278 -3.425 5.572 0.304 0.00000 0.00001 0.00000 94 0.46352 0.67069 0.03305 -2.404 3.479 0.171 0.00000 0.00000 0.00000 96 -0.50215 0.67071 0.02826 2.605 3 479 0.147 0.00000 0.00000 0.00000 98 -0.58501 0.67466 0.02192 -13.659 if.752 0.512 0.00006 0.00008 0.00000
- 9009 -0.58844 0.62951 0.02186 -22.848 24.442 0.849 0.00016 0.00019 0.00000 9010 -0.46917 0.46660 0.02180 -18.217 18.117 0.846 0.00010 0.00010 0.00000
$$T S Y S T E M S , l'N C . 53 OYNAMIC PAGE NO. 53
.................................................................. )
++ DST /P!PESTRESS ++ iso monticello plant #1 Version 3.4.03 IBM PC April 1992 l CALCULATION NUMBER 2913 CODE ANSI /ASME B31.1 ASME-1973 REV $73 dubovecky TIME = 08:55:50 12/15/97 MODES 7 (CONTINUED) PERIOD = 0.053211 FREQUENCY = 18.793 PARTICIPATION FACTORS PFX= -0.7283 PFY= 1.0177 PFZ= -0.1487 l
- - - ~ "-NORMALIZED MODE SHAPE- ~ ~ ~ - ~ WEIGHTED M00F SHAPE (LB/PF/G)----- ~ ~--(MODAL MASS)/(TOTAL MASS)"- - -
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( QFM**2 1.62820 0.00524 0.01303 0.00029 l l l I
SST SYSTENS, 1NC. 54 DYNAMIC PACE NO. 54
. . . . . . . . . . . . . . . . . . . . . . .iso
++ OST/PIPESTRESS ++
. .monticello
. . . . . plant
. . . #1
. . . . . . . . . . . . . . .version
. . . .3.4.03
. . . . .IBM. .pril PC A 1992 CALCULATION NUMBER 2913 C00F ANSI /ASME B31.1 ASME-1973 REV S73 dubovecky TIMES 08:55:50 12/15/97 MODES 8 PERIODa 0.048693 FREQUENCY = 20.537
- NORMALIZED PARTICIPATION FACTORS - --- NATURAL PARTICIPATION FACTORS ---
LEVEL X Y Z X Y Z 1 -0.19999 -0.25461 0.00388 .2112E+00 .2689E+00 0.4102E 02
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. S S' T 1 S Y S T E M S', l N C . 55 DYNAMIC PAGE No. 55 'oo DST /PIPESTRESS ++ iso monticello plant #1 Version 3.4.03 IBM PC April 1992 CALCULATION NUMBER 2913 CODE ANSI /ASME B31.1 ASME 1973 REV S73 dubovecky TIMES 08:55:50 12/15/97 ,
MODES 8 (CONTINUED) PERIODa 0.048693 FREQUENCY = 20.537 PARTICIPATION FACTORS PFX= 0.2000 PFY= 0.2546 PFZs 0.0039
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)
l \ l 1 l J i l l l
i SST SYSTEMS,!NC. 56 DYNAMIC PAGE NO. 56
'++ OST/FIPESTRESS ++ iso monticelto plant #1 Ver' ire. 3.4.03 IBM-PC April 1992 CALCULATION NUMBER 2913 CODE ANSI /ASME B31.1 ASME-1973 REV $73 dubovecky TIME = 08:55:50 12/15/97 MODES 8 (CONTINUE 0) PERIDO= 0.048693 FREQUENCY = 20.537 PARTICIPATION FACTORS PFX= 0.2000 PFY= -0.2546 PFZ= 0.0039
- ------NORMALIZED MODE SHAPE - -
-- WEIGHTED MODE SHAPE (LB/PF/G)- - -- - - -(M00AL MASS)/(TOTAL MASS)--- -
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.106 0.00C00 0.00001 0.00058 0.000
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- EFM'*2 1.11543 0.00025 0.01647 0.00003 t .
t B
SS? $Y$TEMS,1NC. 57 OYNAMIC PACE No. 57
.................................................................. j oo OST/PIPESVRESS oo Iso monticello plant #1 Version 3.4.03 IBM-PC April 1992 .................................................................. )
CALCULATION NUMBER 2913 CODE ANS!/ASME B31.1 ASME-1973 REV S73 dubovecky TIMES 08:55:50 12/15/97 l
- MODEu 9 PER100= 0.044186 FREQUENCY = 22.632
- NORMALIZE 0 PARTICIPATION FACTORS - --- NATURAL PARTICIPATION FACTORS - -
LEVEL X Y 2 X Y Z 1 0.27244 -0.11477 U.12589 0.2211E+00 .9314E 01 0.1022E+00
)
1
"- " " NORMALIZED MODE SHAPL-' ---- -"WElGHTED MODE SHAPE (LB/PF/G)--"" --- "(M00AL MASS)/(TOTAL MASS)""-"
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l SS7 SYSTEMS,INC. 58 DYNAMIC PAGE No. SG l
. . . . . . . . . . . . . . . . . . . . . . . iso . .monticello . . . . . .plant . . #1 l ++ DST /PIPESTRESS ++
. . . . . . . . . . . . . . .Version . . . . 3.4.03
. . . . .IBM
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SSV SV$VEMS,1NC. 63 DYNAMIC PAGE NO. 63
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--- - -NORMALIZED MODE SHAPE--- ---
- WEIGHTED MODE SHAPE (LB/PF/G)- ---- ------(MODAL MASS)/(TOTAL MASS)- -- --
PotNT X Y Z X Y Z X Y Z 2 0.00000 0.00000 0.00000 0.000 0.000 0.000 0.00000 0.00000 0.00000 4 0.00007 0.00551 0.00083 0.003 0.263 0.040 0.00000 0.00000 0.00000 6 0.00600 0.01017 0.00360 0.414 0.702 0.249 0.00000 0.00000 0.00000 0 0.05546 0.01019 0.02591 3.827 0.704 1.788 0.00001 0.00000 0.00000 10 0.06287 0.01695 0.02820 1.282 0.346 0.575 0.00000 0.00000 0.00000 12 0.06288 0.02075 0.02704 1.282 0.423 0.551 0.00000 0.00000 0.00000 14 0.06010 0.02248 0.02470 4.421 1.654 1.817 0.00001 0.00000 0.00000 1 9001 0.03252 0.00610 0.02470 3.854 0.723 2.927 0.00001 0.00000 0.00000 i 16 0.00000' O.00000 0.02467 0.000 0.000 2.961 0.00000 0.00000 0.00000 9002 0.02230 0.00749 0.02460 -2.710 0.911 2.989 0.00000 0.00000 0.00000 9003 -0.02241 0.01305 0.02449 -2.724 1.586 2.977 0.00000 0.00000 0.00000 i 18 0.00000 0.00000 0.02435 0.000 0.000 2.737 0.00000 0.*0000 0.00000 9004 0.02890 -0.02961 0.02420 2.986 -3.059 2.300 0.00000 0.J0000 0.00000 9005 0.05443 -0.05593 0.02403 5.623 -5.778 2.482 0.00001 0.00001 0.00000 , 20 0.07091 -0.06147 0.02383 4.678 -4.055 1.572 0.00001 0.00001 0.00000 l 22 0.07306 0.03561 0.02131 1.088 -0.530 0.3E3 0.00000 0.00000 0.00000 23 0.07305 0.03412 0.02172 0.665 -0.311 0.198 0.00000 0.00000 0.00000 l 24 0.07305 -0.01172 0.02050 2.178 -0.349 0.611 0.00000 0.00000 0.00000 l 0.05033 -0.01171 0.01457 0.9 75 -0.227 0.282 0.00000 0.00000 0.00000 l 0.03235 -0.01170 0.00983 5.191 -1.877 1.578 0.00001 0.00000 0.00000 l
.e 0.01543 -0.L1169 0.00539 0.410 -0.310 0.143 0.00000 0.00000 0.00000 I 31 0.00010 -0.00140 0.00039 0.003 -0.038 0.011 0.00000 0.00000 0.00000 32 0.00000 0.00000 0.00000 0.000 0.000 0.000 0.00000 0.00000 0.00000 34 0.09604 0.01173 0.02648 3.267 -0.399 0.901 0.00000 0.00000 0.00000 36 0.14500 -0.01174 0.04074 5.974 0.484 1.678 0.00001 0.00000 0.00000 l 38 0.16351 0.02683 0.04532 10.444 -1.714 2.895 0.00004 0.00000 0.00000 l
~40 0.16379 -0.04770 0.02327 9.286 -2.704 1.319 0.00003 0.00000 0.00000 '
42 0.16384 -0.04638 0.01596 5.226 -1.479 0.509 0.00001 0.00000 0.00000 j 44 0.16388 -0.04400 0.00818 3.175 -0.852 0.158 0.00000 0.00000 0.00000
=
45 0.16391 0.04208 0.00178 27.495 -7.059 0.298 0.00030 0.00002 0.00000 46 0.15598 0.03955 0.01596 13.209 -3.350 1.352 0.00007 0.00000 0.00000 9006 0.08097 0.00101 0.01598 11.993 0.150 2.367 0.00006 0.00000 3.00000 40 , 0.00000 0.00000 0.01598 0.000 0.000 2.366 0.00000 0.00000 0.00000 9007 -0.03890 -0.06105 0.01595 -5.762 9.043 2.363 0.00001 0.00003 0.00000 50 - -0.07474 -0.10672 0.01590 -6.330 -9.038 1.347 0.00002 0.00003 0.00000 ( _ _ _ _ . _ _ _ _ _ _ _ _ _ _ . - _ _ _ _ _ _ _ _ _ _ _ _ _ - -
5ST SYSTEMS,1NC. 64 DYNAMIC PAGE NO. 64 oo DST /PIPESTRESS ++ iso monticello plant #1 Version 3.4.03 IBM PC April 1992 CALCULATION' NUMBER 2913 CODE ANSI /ASME B31.1 ASME-1973 REV $73 dubovecky TIMES 08:55:50 12/15/97 l l l MODES 11 (CONTINUE 0) PERIODS 0.033919 FREQUENCY = 29.482 PARTICIPATION FACTORS PFX= 0.0988 PFYa -0.3150 PFZ= 0.0880 L
- " " " NORMALIZED MODE SHAPE - "--- -- WEIGHTED MODE SHAPE (LB/PF/0)"-"- """( EAL MASS)/(TOTAL MASS)" "--
X Y Z X Y Z X Y l MINT Z 52 -0.08374 -0.10738 0.01589 -2.343 3.005 0.445 0.00000 0.00000 0.00000 113 0.01293 -0.10740 0.01553 0.185 -1.540 0.223 0.00000 0.00000 0.00000 l 118 0.12416 -0.10745 0.01536 2.343 2.028 0.290 0.00000 0.00000 0.00000 120 0.23998 -0.10731- 0.01540 13.881 -6.207 0.891 0.00008 0.00002 0.00000 i 9012 0.24269 0.08671 0.01550 22.612 8.079 1.445 0.00020 0.00003 0.00000 123 0.00000 0.00000 0.01558 0.000 0.000 1.396 0.00000 0.00000 0.00000
. 900 = -0.47912 0.14080 0.01564 41.206 12.110 1.345 0.00066 0.00006 0.00000 l .9014 0.85315 0.23382 0.01567 73.374 20.109 1.348 0.00210 0.00016 0.00000
- 9015 -0.83838 0.19304 0.01569 72.103 16.602 1.350 0.00203 0.00011 0.00000 l 124' -0.40211 0.00000 0.01569 -35.735 0.000 1.395 0.00050 0.00000 0.00000 9016 0.28507 0.30218 0.01567 26.151 -27.721 1.438 0.00027 0.00030 0.00000 9017 0.80794 -0.49152 0.01563 74.118 -45.090 1.434 0.00215 0.00079 0.00000 >
-9010. 0.87372 0.43864 0.01557 80.152 -40.239 1.428 0.00251 0.00063 0.00000 l
9019 0.49155 -0.20004 0.01548 45.094 -18.351 1.420 0.00079 0.00013 0.00000 I e 126 0.00000 0.00000 0.01538 0.000 0.000 1.422 0.00000 0.00000 0.00000 l ! 9020 0.17707 -0.07268 0.01525 -16.498 -6.771 1.421 0.00011 0.00002 0.00000 l ' - 120 -0.09845 0.30527 0.01510 -5.694 -17.658 0.874 0.00001 0.00012 0.00000 130 -0.07798 -0.31507 0.00447 -2.834 11.450 0.163 0.00000 0.00005 0.00000
-9021 0.07750 -0.22118 -0.06056 3.888 -11.096 3.043 0.00001 0.00005 0.00000 132 0.07698 -0.12720 -0.10097 -5.655 -9.345 7.417 0.00C01 0.00003 0.00002 9022. -0.07589 0.03985 -0.11842 -7.343 3.856 -11.458 0.00002 0.00001 0.00005 9023 -0.07469 0.13678 -0.06291 -7.227 13.234 -6.087 0.00002 0.00007 0.00001 j
-0.07338 0.12392- 0.01129' -7.100 11.990 1.092 0.00002 0.00006 0.00000 ;
-0.07196 0.02232 0.01955 -4.291 1.331 1.166 0.00001 0.00000 'O.00000 ;
.so -0.04396 0.00023 -0.00004 -0.547 0.003 0.000 0.00000 0.00000 0.00000 '
130 0.03779 0.00000 -0.00003 -0.316 0.000 0.000 0.00000 0.00000 0.00000 140 - 0.00000 0.00000 0.00000 0.000 0.000 0.000 0.00000 0.00000 0.00000 54 -0.09470 0.10578 'O.01587 -1.141 -1.274 0.191 0.00000 0.00000 0.00000 56 -0.09626 -0.10540 0.01587 1.160 1.270 0.191 0.00000 0.00000 0.00000 50 0.10860 -0.10140 0.01585 2.658 2.48'2 0.388 0.00000 0.00000 0.00000 82 -0.10861 0.01173 0.00409 -0.776 0.084 0.029 0.00000 0.00000 0.00000 86 .-0.09607 0.03710 0.00752 -1.792 0.692 -0.140 0.00000 0.00000 0.00000
. G8 -0.00929 -0.11493 0.00790 0.164 -2.033 0.140 0.00000 0.00000 0.00000 90 0.00856 -0.12599 0.01550 0.071 -1.045 -0.129 0.00000 0.00000 0.00000 92 0.03473' -0.10666 -0.04182 0.322 -0.987 0.387 0.00000 0.00000 0.00000
' 94 0.00808 -0.09713 -0.02954 0.042 -0.504 -0.153 0.00000 0.000008 0.00000 96 -0.01038 -0.09715 -0.01863 -0.054 ' -0.504 -0.097 0.00000 0.00000 0.00000 98 -0.03243 0.11774 0.00221 0.757 -2.749 0.052 0.00000 0.00000 0.00000 9009 0.03514 -0.24665 0.00172 1.364 9.577 0.067 0.00000 0.00004 0.00000 9010 0.05226 -0.26567 0.00123 2.029 -10.315 0.048 0.00000 0.00004 0.00000
SST SY$TEMS,INC. 65 OYNAMIC PAGE NO. 65
................................ ................................. j U. DST /PIPESRESS;+ ,,,,,,,,,,,, iso monticello plant #1 Version 3.4.03 IBM PC April 1992 !
1 1 CALCULATION NUMBER 2913 CODE ANSI /ASME B31.1 ASME 1973 REV S73 dubovecky TIME = 08:55:50 12/15/97 l l 000E= 11 (CONTINUED) PERIOOs 0.033919 FREQUENCY = 29.482 PART!CIPATION FACTORS PFX= 0.0988 PFY= 0.3150 PFZ= 0.0880
-- -- --NORMALIZED MODE SHAPE ------- ---WElGHTED MODE SH)"E (LB/PF/0)- -- - ------(MODAL MASS)/(TOTAL MASS)-------
PO!NT X Y Z X Y Z X Y Z 9011 0.03076 -0.16238 0.00074 1.194 -6.305 0.029 0.00000 0.00002 0.00000 100 0.00017 0.01889 0.00025 0.004 0.441 0.006 0.00000 0.00000 0.00000 102 -0.n0099 -0.00260 0.00021 -0.004 -0.012 0.001 0.00000 0.00000 0.00000 104 -0.s0099 -0.00204 -0.00002 -0.003 -0.006 0.000 0.00000 0.00000 0.00000 106 -0.00100 -0.00006 -0.00092 0.008 0.000 -0.007 0.00000 0.00000 0.00000 108 -0.00002 -0.00001 0.00003 0.000 0.000 0.000 0.00000 0.00000 0.00000 110 0.00000 0.00000 0.00000 0.000 0.000 0.000 0.00000 0.00000 0.00000 112 0.00276 -0.00006 -0.00322 -0.013 0.000 0.015 0.00000 0.00000 0.00000 114 0.00425 -0.00006 -0.00517 -0.277 -0.004 -0.337 0.00000 0.00000 0.00000 60 -0.12160 -0.09578 0.01586 2.758 -2.172 0.360 0.00000 0.00000 0.00000 62 -0.13656 -0.08852 0.01587 -2.505 -1.624 0.291 0.00000 0.00000 0.00000 64 -0.14598 -0.08346 0.015P* 0.916 -0.524 0.100 0.00000 0.00000 0.00000 66 -0.15499 -0.07810 0.01590 -0.874 -0.440 0.090 0.00000 0.00000 0.00000 68 -0.16487 -0.07243 0.01592 -1.165 -0.512 0.112 0.00000 0.00000 0.00000 70 -0.16723 0.03241 0.01745 -3.590 0.696 0.375 0.00001 0.00000 0.00000 72 -0.16750 0.88315 0.09845 -3.596 18.961 2.114 0.00001 0.00014 0.00000 74 -0.27962 0.99998 0.08621 -1.450 5.187 0.447 0.00000 0.00001 0.00000 76 0.33201 1.00000 0.06869 -1.722 5.187 0.356 0.00000 0.00001 0.00000 78 -0.40894 0.94961 0.02467 -8.268 19.199 0.499 0.00003 0.0005' O.00000 9008 -0.23207 0.50727 0.02471 -7.558 16.521 0.805 0.00002 O M- 0.00000 80 -0.03123 0.00000 0.02474 -0.665 0.000 0.527 0.00000 U.va000 0.00000 180 0.02855 -0.14979 0.02474 0.255 -1.340 0.221 0.00000 0.00000 0.00000 0.05456 -0.17983 0.04824 0.283 0.933 0.250 0.00000 0.00000 0.00000 0.05458 -0.16341 0.05812 0.283 -0.848 0.301 0.00000 0.00000 0.00000
.2 0.04111 -0.08749 0.07413 0.213 -0.454 0.385 0.00000 0.00000 0.00000 186 0.03606 -0.06710 0.07413 0.187 -0.348 0.385 0.00000 0.00000 0.00000 188 0.01541 0.03378 0.04547 0.137 -0.300 0.403 0.00000 0.00000 0.00000 :
190 -0.00271 -0.03391 0.00474 -0.020 -0.255 0.036 0.00000 0.00000 0.00000 192 0.01095 -0.03397 -0.01347 0.085 0.263 -0.104 0.00000 0.00000 0.00000 194 0.01905 -0.03398 0.03066 -0.091 -0.162 0.146 0.00000 0.00000 0.00000 1 196 -0.02594 -0.03398 -0.04530 -1.691 -2.216 -2.953 0.00000 0.00000 0.00000 j 198 0.01171 -0.01722 -0.01347 0.044 -0.065 -0.051 0.00000 0.00000 0.00000 i 200 -0.01188 0.01018 -0.01346 -0.061 0.052 -0.069 0.00000 0.00000 0.00000 ' 202 -0.00632 0.00017 -0.00595 0.072 0.002 -0.068 0.00000 0.00000 0.00000 ) 204 0.00000 0.00000 0.00000 0.000 0.000 0.000 0.00000 0.00000 0.00000 EFM2*2 1.31617 0.01220 0.00327 0.00015 ) i i i
)
i
i S S.T. S Y S T E M S , ! N C . 66 DYNAMIC PAGE NO. 66 l I
++ OST/PIPESTRESS ++ - Iso monticello plant #1 version 3.4.03 IBM PC April 1992 CALCULATION NUMBER 2913 CODE ANSl/ASME B31.1 ASME 1973 REV $73 dubovecky TIME = 08:55:50 12/15/97 l MODES 12 PERIOos 0.033307 FREQUENCY = 30.023 L NORMALIZE 0 PARTICIPATION FACTORS - NATURAL PARTICIPATION FACTORS - -
LEVEL X Y 2. X Y Z , 1 -0.11170 0.46119 0.12356 .1167E+00 0.4819E+00 0.1291E+00 t
- NORMALIZED MODE SHAPE *-a
-WEIGHTED MOCE SHAPE (LB/PF/G) - - * --(MODAL MASS)/(TOTAL MASS)-- -
POINT X Y Z X Y .Z X' Y Z 0.00000 0.00000 0.00000 0.000 0.000 0.000 0.00000 0.00000 0.00000 2 4' O.00000 0.00015 0.00034 0.000 0.007 0.016 0.00000 0.00000 0.00000 l 6 0.00012 0.00024 0.00098 ' O.008 0.017 0.068 0.00000 0.00000 0.00000 l 8 0.00110 0.00025 0.00482 0.076 0.017 0.332 0.00000 0.00000 0.00000
- 10 0.00131 0.00047 0.00552 0.027 0.010 0.112 0.00000 0.00000 0.00000 l- 12 0.00131 0.00064 0.00559 0.027 0.013 0.114 0.00000 0.00000 0.00000 14 ' O.00132 0.00060 0.00563 0.097 0.044 0.414 0.00000 0.00000 0.00000 f'9001 0.00066- -0.00022 0.00563 0.078 -0.026 0.667 0.00000 0.00000 0.00000
'. .16 0.00000 0.00000 0.00562 0.000 0.000 0.675 0.00000 0.00000 0.00000 9002 0,00015 0.00063 0.00561 0.018 0.076 0.681 0.00000 0.00000 0.00000 ,.9003 0.00046 0.00083 0.00558 0.056 0.101 0.678 0.00000 0.00000 0.00000 l - 18 0.00000 0.00000 0.00555 0.000 0.000 0.624 0.00000 0.00000 0.00000 9004 -0.00127 -0.00141 0.00551 -0.131 -0.146 0.569 0.00000 0.00000 0.00000 l 9005 -0.00216 -0.00196 0.00547~ 0.223 -0.203 0.565 0.00000 0.00000 0.00000 i 20 -0.00150 -0.00022 0.00542 -0.099 -0.014 0.358 0.00000 0.00C30 0.00000 t 22 0.00103 0.00026 0.00483- 0.015 0.004 0.072 0.00000 0.00000 0.00000 l- 23 0.00103 0.00024 0.00479 -0.009 0.002 0.044 0.00000 0.00000 0.00000 l 24 -0.00103 -0.00001 0.00419 -0.031 0.000 0.125 0.00000 0.00000 0.00000 l 0.00072 0.00000 0.00307 0.014 0.000 0.059 0.00000 0.00000 0.00000 l -0.00045 0.00000 0.00215 -0.073 0.001 0.344 0.000C0 0.00000 0.00000 1 - c9 0.00019 0.00001 0.00126 0.005 0.000 0.034 0.00000 0.00000 0.00000 l 31 -0.00001 -0.00005 0.00011 0.000 -0.001 0.003 0.00000 0.00000 0.00000 l 32 0.00000 0.00000- 0.00000 0.000 0.000 0.000 0.00000 0.00000 0.00000 l 34 -0.00126 -0.00002 0.00526 0.043 0.001 0.179 0.00000 0.00000 0.00000 ( 36 0,00133- -0.00004 ~0.00753 -0.055 -0.002 0.310 0.00000 0.00000 0.00000 l 38 0.00069 -0.00107 0.00875 -0.044 -0.068 - 0.559 0.00000 0.00000 0.00000 l 40 -0.00071 0.00781 0.00881 0.040 -0.443 0.500 0.00000 0.00000 0.00000 . 42 -0.00072 -0.00927 0.00857 -0.023 0.296 0.2 73 0.00000 0.00000 0.00000 l 44 0.00072. 0.01064 0.00828 0.014 0.206 0.160 0.00000 0.00000 0.00000 45 0.00072 0.01178 0.00805 -0.121 1.977 1.350 0.00000 0.00000 0.00000 44 -0.00105 -0.00918 0.00856- -0.089 -0.777 0.725 0.00000 0.00000 0.00000
- l. 9006 -0.00415 0.00810 0.00855 -0.615 1.199 1.266 0.00000 0.00000 0.00000
(. 48 _0.00000 0.00000 0.00852 0.000 0.000 1.262' O.00000 0.00000 0.00000
-0.01485 0.01499 0.00848 2.200 2.220 1.256 0.00000 0.00000 0.00000' l 9007. 0.713 0.00000 0.00000 0.00000 i
50 0.01024 0.00806 0.00842 0.867 0.683 I t i
SST SYSTEMS,INC. 67 DYNAMIC PAGE NO. 67
. . . . . . . . . . . . . . . . . . . . . . .iso . .monticello
. . . . . plant
. . . #1
++ DST /PIPESTRESS ++
. . . . . . . . . . . . . . .version
. . . .3.4.03
. . . . .IBM-PC
. .prilA 1992 CALCULATION NUMBER 2913 CODE ANSI /ASME B31.1 ASME-1973 REV $73 dubovecky TIME = 08:55:50 12/15/97 MODE = 12 (CONTINUED) PERIOD = 0.033307 FREQUENCY = 30.023 PARTICIPATION FACTORS PFX= 0.1117 PFY= 0.4612 PF2= 0.1236
-- -- --NORMALIZED MODE SHAPE-- - -
---WflGHTED MODE SHAPE (L8/PF/G)- ---- --- --(MODAL MASS)/(TOTAL MASS)- --- -
POINT X Y Z X Y Z X Y Z 52 0.00604 0.00348 0.00841 0.169 0.098 0.235 0.00000 0.00000 116 0.01276 0.00000 0.00351 0.01396 0.183 0.050 0.200 0.00000 0.00000 118 0.02101 0.00000 0.00359 0.02215 0.397 0.068 0.418 0.00000 0.00000 0.00000 120 0.03665 0.01633 0.03361 2.120 0.945 1.944 0.00000 0.00000 0.00000 9012 0.07557 0.07769 0.03419 7.041 7.239 3.185 0.00002 0.00002 0.00000 122 0.00000 0.00000 0.03472 0.000 0.000 3.111 0.00000 0.00000 0013 0.00000
-0.21333 -0.23839 0.03517 -10.347 20.502 3.025 0.00016 0.00020 0.00000 9014 -0.39496 -0.42394 0.03557 -33.968 36.460 3.059 0.00054 0.00063 9015 -0.39941 0.00000
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8 -0.09363 -0.17706 0.02639 -2.186 4.134 0.616 0.00000 0.00001 0.00000 9w9 0.19298 -0.23223 0.02525 -7.493 -9.017 0.980 0.00003 0.00004 9010 0.00000
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SST SY$TEMS,INC. 68 DYNAMIC PAGE NO. 68 l
++ DST /P!PESTRESS ++ iso monticetto plant #1 Version 3.4.03 IBM PC April 1992 CALCULATION NUMBER 2913 CODE ANS!/ASME B31.1 ASME-1973 REV $73 dubovecky TIME = 08:55:50 12/15/97 MODES 12 (CONTINUCD) PER100= 0.033307 FREQUENCY = 30.023 PARTICIPATION FACTORS PFX= 0.1117 PFY= 0.4612 PFZ= 0.1236
- NORMALIZED MODE SHAPE -- - - - WEIGHTED MODE SHAPE (LB/PF/G)-- -
--- *-(MODAL MASS)/(TOTAL MASS)- -- -
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i i
$$T SY$TEMS,INC. 69 DYNAMIC PAGE NO. 69
++ DST /PIPESTRESS ++- iso monticello plant #1 Version 3.4.03 IBM PC April 1992 CALCULAT!DN NUMBER 2913 CODE ANSI /ASME B31.1 ASME-1973 REV S73 dubovecky TIME = 08:55:50 12/15/97 D0 des 13' PERIODS 0.030760 FREQUENCY = 32.510
- NORMALIZED PARTICIPATION FACTORS - --- KATURAL PARTICIPATION FACTORS - -
LEVEL X Y Z X Y Z 1 0.08592 0.23085 1.23799 .7163E 01 0.1925E+00 .1032E+01 NORMALIZED MODE SHAPE -- -- -WEIGHTED MODE SHAPE (LB/PF/G) - -
- -(MODAL MASS)/(TOTAL MASS) .
POINT X Y Z X Y Z X Y Z U 2 0.00000 0.00000 0.00000 0.000 0.000 0.000 0.00000 0.00000 0.00000 4 0.00000 0.00102 0.00353 0.000 -0.049 -0.169 0.00000 0.00000 0.00000 1 6 0.00067 0.00162 -0.00999 0.046 -0.112 -0.690 0.00000 0.00000 0.00000 l 8 0.00630 0.00164 0.04831 -0.435 0.113 3.334 0.00000 0.00000 0.00001 i 10 0.00767 -0.00319 0.05530 -0.156 -0.065 -1.127 0.00000 0.00000' O.00000 12 0.00767 0.00438 -0.05605 0.156 -0.089 1.143 0.00000 0.00000 0.00000 f 14 - -0.00790 0.00347 -0.05667 -0.581 -0.255 -4.169 0.00000 0.00000 0.00001 9001 0.00363 0.00343 0.05664 -0.431 0.406 -6.712 0.00000 0.00000 'O.00003 16 0.00000 0.00000 0.05653 0.000 0.000 -6.784 0.00000 0.00000 0.00003 9002 -0.00377 0.00668 0.05631 -0.458 -0.812 -6.843 0.00000 0.00000 0.00003 9003 -0.00691 0.00832 -0.05599 -0.840 -1.012 -6.805 0.00000 0.00000 0.00003 18 0.00000 0.00000 -0.05557 0.000 0.000 -6.247 0.00000 0.00000 0.00003 9004 0.01528 0.01302 0.05514 1.579 1.345 5.696 0.00000 0.00000 0.00002 9005 0.02497 0.01722 0.05464 2.580 1.779 5.644 0.00000 0.00000 0.00002 20 0.01635 -0.00025 0.05406 1.079 0.017 -3.567 0.00000 0.00000 0.00001 3 l 22- 0.01085 0.00418 0.04730 0.161 -0.062 -0.704 0.00000 0.00000 0.00000 j 23 0.01085 0.00398 -0.04683 0.099 -0.036 -0.427 0.00000 0.00000 0.00000 l 24 0.01085 -0.00105- -0.04023 0.323 -0.031 -1.199 0.00000 0.00000 0.00000 O 00761 0.00108 -0.02966 0.147 -0.021 -0.575 0.00000 0.00000 0.00000 0.00488 -0.00111 -0.02090 0.783 0.178 -3.355. 0.00000 0.00000 0.00001 av 0.00224 -0.00114 -0.01251 0.060 -0.030 -0.332 0.00000 0.00000 0.00000 ) 31 0.00003 0.00006 0.00109 0.001 0.002 0.030 0.00000 0.00000 0.00000 l 32 0.00000 0.00000 0.00000 0.000 0.000 0.000 0.00000 0.00000 0.00000 34 0.01372 -0.00101 -0.05007 0.467 0.034 -1.703 0.00000 0.00000 0.00000 36 0.01740 -0.00092 -0.07106 0.717 -0.038 2.927 0.00000 0.00000 0.00001 38 0.01507 0.00376 -0.08353 0.962 0.240 5.336 0.00000 0.00000 0.07002 40 0.01521 0.04169 -0.08870 0.863 2.364 -5.029 0.00000 0.00000 0.00002 42 0.01525 0.05117 0.08858 0.486 1.632 -2.825 0.00000 0.00000 0.00001 44 0.01525 0.06057 -0.08857 0.295 1.1 73 1.716 0.00000 0.00000 0.00000 45 0.01525 0.06838 0.08867 2.559 11.469 14.873 0.00000 0.00010 0.00016 46 0.01564 0.04677 -0.08857 1.325 3.961 7.500 0.00000 0.00001 0.00004 . : 9006 0.02353 0.02209 0.08020 3.485 3.271 13.063 0.00001 0.00001 0.00013 48 0.00000 0.00000 0.08768 0.000 0.000 12.986 0.00000 0.00000 0.00012 l'9007 -0.08437 -0.02376 -0.08701 -12.496 3.519 12.887 0.00012 0.00001 0.00012 i
' 30. 0.17688 0.05724 +0.08620 14.980 4.847 7.300 0.00017 0.00002 0.000n4 l
r I I l l i
\
r F
FST SYSTEMS,!NC. 70 DYNAMIC PAGE NO. 70
++ DST /PIPESTRESS ++ iso monticello pitnt #1 Version 3.4.03 IBM PC April 1992 CALCULATION NUMBER 2913 CODE ANSI /ASME B31.1 ASME-1973 REV S73 6;bovecky TIME = 08:55:50 12/15/97 MODES 13 (CONTINUE 0) PER100= 0.030760 FREQUENCY = 32.510 PARTICIPATION FACTORS PFX= 0.0859 PFY= 0.2309 PFZ= -1.2380
--- -- NORMAllZED MODE SHAPE -- ---- ---WEIGHTED MODE SHAPE (LB/FF/G)-- -- - - -(M00AL MASS)/(TOTAL MASS) -
POINT X Y Z X Y Z X Y Z 52 0.18E37 -0.06385 0.08607 -5.271 1.787 -2.408 0.00002 0.00000 0.00000 116 -0.20015 0.06385 0.08006 -2.869 -0.915 -1.148 0.00001 0.00000 0.00000 118 0.21331 -0.06385 -0.07767 -4.026 -1.205 1.466 0.00001 0.00000 0.00000 120 -0.20728 -0.06414 -0.07892 -11.989 -3.710 4.565 0.00011 0.00001 0.00002 9012 0.07260 0.03593 -0.08094 -6.765 -3.348 -7.541 0.00003 0.00001 0.00004 122 0.00000 0.00000 -0.08282 0.000 0.000 7.420 0.00000 0.00000 0.00004 9013 -0.06414 0.01162 -0.08443 -5.515 0.999 -7.262 0.00002 0.00000 0.00004 9014 0.16415 0.00586 -0.08593 -14.118 0.504 *7.390 0.00015 0.00000 0.00004 9015 -0.20044 0.00334 -0.05730 17.238 -0.287 -7.508 0.00022 0.00000 0.00004 424 -0.13272 0.00000 -0.08854 -81.795 0.000 -7.869 0.00010 0.00000 0.00005 9016 0.01810 0.02649 -0.08973 1.661 2.430 -8.232 0.00000 0.00000 0.00005 9017 0.15636 0.05007 -0.09078 14.344 4.593 -8.328 0.00015 0.00002 0.00005 9018 0.19552 0.04893 -0.09167 17.936 4.489 -8.410 0.00024 0.00001 0.00005 9019 0.11932 0.02431 -0.09242 10.946 2.230 -8.478 0.00009 0.00000 0.00005 126 0.00000 0.00000 -0.09302 0.000 0.000 -8.600 0.00000 0.00000 0.00005 9020 -0.05851 0.00357 0.09347 -5.451 0.333 -8.709 0.00002 0.00000 0.00006 128 -0.05808 0.02455 -0.09377 3.359 1.420 -5.424 0.00001 0.00000 0.00002 130 0.05560 0.02603 -0.09608 -2.021 0.946 -3.492 0.00000 0.00000 0.00001 9021 0.05546 0.01918 0.09858 -2.782 0.962 -4.946 0.00001 0.00000 0.00002 132 -0.05529 0.0120' -0.09115 -4.061 0.883 6.696 0.00001 0.00000 0.00003 9022 -0.05488 -0.0017o -0.04517 -5.309 0.170 -4.370 0.00002 0.00000 0.00001 9023 -0.05437 -0.01062 0.01846 -5.260 -1.028 1.786 0.00002 0.00000 0.00000
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-.,____--_____-m_ _ _ _ . _ _ _ _ _ _ _ . _ _ _ _ _ _ _ _ _ _ _
$ST SYSTEMS,1NC. 71 OYNAMIC PAGE NO. 71 ++ DST /PIPESTRESS ++ iso monticello plant #1 Version 3.4.03 IBM PC April 1992 CALCULATION NUMBER 2913 CODE ANSI /ASME B31.1 ASME 1973 REV S73 dubovecky TIME = 08:55:50 12/15/97 KODEs 13 (CONTINUE 0) PER100= 0.030760 FREQUENCY = 32. S 0 PARTICIPATION FACTORS PFX= 0.0859 PFY= 0.2309 PF2= 1.2380 i
l ! ."*"" NORMALIZED MODE SHAPE ""-- -"WEIGHTE0 MODE SHAPE (LB/PF/G)""" " "-(MODAL MASS)/(TOTAL MASS)' -- - I POINT X Y Z X Y Z X Y Z l ( 9011 0.71229- 0.42625 0.11985 27.657 16.550 4.654 0.00057 0.00020 0.00002 l 100 0.07900 0.04238 0.11325 1.845 0.989 2.644 0.00000 0.00000 0.00001 1 102 0.00404 0.00608 0.04841 0.018 0.027 0.217 0.00000 0.00000 0.00000 104 '0.00401 0.00485 -0.03936 0.013 0.015 0.123 0.00000 0.00000 0.00000 106 0.00393 0.00016 -0.00519 0.030 0.001 0.040 0.00000 0.00000 0.00000 108 0.00034 0.00003 -0.00116 0.001 0.000 0.004 0.00000 0.00000 0.00000 110 0.00000 0.00000 0.00000 0.000 0.000 0.000 0.00000 0.00000 0.00000 112 0.00816 0.00016 -0.00255 0.039 0.001 0.012 0.00000 0.00000 0.00000 l l 114- 0.01175 0.00016 0.00031 0.766 0.011 -0.020 0.00000 0.00000 0.00000 l l 60 -0.21998 -0.10795 -0.08538 4.989 -2.448 -1.936 0.00002 0.00000 0.00000 62 -0.23275 0.13079 -0.08540 -4.269 -2.399 -1.567 0.00001 0.00000 0.00000 l 64 0.24157 0.14613 0.08542 1.515 0.917 0.536 0.00000 0.00000 0.00000 ' 66 -0.25201 0.16273 0.08545 1.420 -0.917 0.482 0.00000 0.00000 0.00000 68 0.26668 -0.18322 -0.08548 -1.884 1.295 -0.604 0.00000 0.00000 0.00000 l 70 -0.28025 -0.25321 0.09961 -6.017 5.436 2,139 0.00003 0.00002 0.00000 72 0.28051 0.82063 -0.19387 6.022 17.619 4.162 0.00003 0.00023 0.00001 ! 74 -0.20597 -0.89958 -0.18446 1.068 -4.666 -0.957 0.00000 0.00002 0.00000 76 0.17190 0.89961 -0.17184 -0.892 -4.666 -0.891 0.00000 0.00002 0.00000 78- -0.10962 -0.85887- -0.13750 2,216 17.365 -2.780 0.00000 0.00022 0.00001 l 9008 0.09035 -0.47289 0.13741 -2.943- -15.401 4.475 0.00001 0.00018 0.00001 ; 80 0.03403 0.00000 -0.13721 0.725 0.000 -2.922 0.00000 0.00000 0.00001 l 180 -0.01164 0.14515 -0.13713 0.104 1.298 1.227 0.00000 0.00000 0.00000 0.00073 0.18886 0.12436 0.004 0.980 -0.645 0.00000 0.00000 0.00000 0.00374 0.17878 -0.11795 0.004 0.927 -0.612 0.00000 0.00000 0.00000 i
.os 0.00950 0.11065 0.10644 0.049 0.574 -0.552 0.00000 0.00000 0.00000 186 0.01368 0.08815 -0.10642 0.071 0.457 0.552 0.00000 0.00000 0.00000 188 -0.00970 0.04869 0.07031 -0.086 0.432 -0.623 0.00000 0.00000 0.00000 190 0.00998 0.04883 -0.01238 0.0 75 0.367 -0.093 0.00000 0.00000 0.00000 192' O.01933 0.04890 0.01430 0.150 0.379 0.111 0.00000 0.00000 0.00000 194 0.02832 0.04891 0.03937 0.135 0.234 0.188 0.00000 0.00000 0.00000 196 0.03599 0.04892 0.06072 2.347 3.189 3.959 0.00000 0.00001 0.00001 198 0.01401 0.02444 0.01432 0.053 0.092 0.054 0.00000 0.00000 0.00000 200 0.01171 0.01416 0.01434 0.060 0.072 0.073 0.00000 0.00000 0.00000 202 0.00354 -0.00017 0.00476 0.040 0.002 0.055 0.00000 0.00000 0.00000 -204 0.00000 0.00000 0.00000 0.000 0.000 0.000 0.00000 0.00000 0.00000 EFM**2 0.69498 0.00407 0.00254 0.00178 4
SST SYSTEMS,1NC. 72 DYNAMIC PAGE NO. 72
. . . . . . . . . . . . . . .iso. .monticetto
. . . . . plant
. . . #1
++ DST /PIPESTRESS ++
....... . . . . . . . . . . . . . . .Version . . . .3.4.03 . . . . .IBM . .pril PC A 1992 CALCULATION Nt#9ER 2913 CODE ANSI /ASME B31.1 ASME 1973 REV ST3 dubovecky TIME = 08:55:50 12/15/97 MODES 14 PERIODS 0.030200 Ff.EQUENCY= 33.112
- NORMALIZE 0 PARTICIPATION FACTORS - - NATURAL PARTICIPATION FACTORS --
LEVEL X Y Z X Y Z 1 1.31840 0.23429 -0.45202 0.8200E+00 0.1457E+00 .2811E+00
-
- NORMALIZED MODE SHAPE"""-- -- WEIGHTED MODE SHAPE (LB/PF/G) ""- -"-(MODAL MASS)/(TOTAL MASS)-"""
POINT X Y Z X Y Z X Y Z 2 0.00000 0.00000 0.00000 0.000 0.000 0.000 0.00000 0.00000 0.00000 4 0.00005 0.00195 -0.00032 0.002 0.093 -0.015 0.00000 0.00000 0.00000 6 0.00259 0.00388 -0.00066 0.179 0.268 -0.046 0.00000 0.00000 0.00000 8 0.02237 0.00386 0.00154 1.544 0.267 0.107 0.00000 0.00000 0.00000 10 0.02399 0.00461 0.00201 0.489 0.094 -0.041 0.00000 0.00000 0.00000 12 0.02400 0.00423 -0.00230 0.489 0.086 -0.047 0.00000 0.00000 0.00000 14 0.02349 0.00198 -0.00278 1.728 0.145 -0.204 0.00000 0.00000 0.00000 9001 0.01652 -0.00255 0.00277 1.958 -0.302 -0.329 0.00001 0.00000 0.00000 l 16 0.00000 0.00000 -0.00277 0.000 0.000 0.332 0.00000 0.00000 0.00000 1 9002 -0.02266 0.01227 -0.00276 -2.754 1.491 0.335 0.00001 0.00000 0.00000 9003 -0.02773 0.01715 -0.00274 -3.370 2.084 -0.334 0.00002 0.00001 0.00000 l 18 0.00000 0.00000 0.00272 0.000 0.000 -0.306 0.00000 0.00000 0.00000 l 9004 0.04541 0.03243 -0.00270 4.691 -3.350 -0.279 0.00003 0.00001 0.00000 9005 0.08401 -0.06201 -0.00268 8.679 -6.406 0.277 0.00010 0.00005 0.00000 l 20 0.09927 -0.07622 0.00265 6.549 5.029 0.175 0.00006 0.00003 0.00000 l 22 0.09874 0.04613 0.00131 1.470 -0.687 -0.019 0.00000 0.00000 0.00000 l 23 0.09873 -0.04417 -0.00116 0.900 0.403 -0.011 0.00000 0.00000 0.00000 ' 24 0.09872 -0.01482 0.00111 2.943 -0.442 0.033 0.00001 0.00000 0.00000 0.06840 0.01486 0.00038 1.325 0.288 l 0.007 0.00000 0.00000 0.00000 l 0.04403 0.01490 0.00013 7.066 -2.391 0.021 0.00007 0.00001 0.00000 i av 0.02092 -0.01493 0.00055 0.555 -0.396 -0.015 0.00000 0.00000 0.00000 31 0.00018 0.00146 0.00011 0.005 0.040 -0.003 0.00000 0.00000 0.00000 32 0.00000 0.00000 0.00000 0.000 0.000 0.000 0.00000 0.00000 0.00000 34 0.12850 -0.01476 0.00207 4.3 71 0.502 0.070 0.00003 0.00000 0.00000 36 0.18696 -0.01462 0.00502 7.702 -0.602 0.207 0.00008 0.00000 0.00000 38 0.20204 -0.02176 0.00084 12.905 -1.390 0.054 0.00022 0.00000 0.00000 40 0.20255 0.02772 -0.03322 11.484 1.572 -1.883 0.00018 0.00000 0.00000 42 0.20265 0.04735 -0.04292 6.463 1.510 1.369 0.00006 0.00000 0.00000 44 0.20271 0.06809 0.05325 3.927 1.319 1.031 0.00002 0.00000 0.00000 45 0.20276 0.08524 0.06182 34.011 14.298 10.369 0.00154 0.00027 0.00014 46 0.19251 0.04982 0.04291 16.303 4.219 -3.634 0.00035 0.00002 0.00002 9006 0.10398 0.05487 0.04266 15.401 8.127 -6.318 0.00032 0.00009 0.00005 48 0.00000 0.00000 0.04233 0.000 0.000 -6.270 0.00000 0.00000 0.00005 9007 -0.06296 0.12365 -0.04193 -9.325 -18.314 6.210 0.00012 0.00045 0.00005 i 50 -0.05681 -0.22571 -0.04146 4.811 -19.114 -3.511 0.00003 0.00049 0.00002 l t i l A I l l l I
SST SYSTEMS,INC. 73 DYNAMIC PAGE No. 73
++ DST /PIPESTRESS ++ iso monticetto plant #1 Version 3.4.03 IBM PC April 1992 CALCULATION NUMBER 2913 CODE ANSI /ASME B31.1 ASME-1973 REV S73 dubovecky TIME = 08:55:50 12/15/97 0000Es 14 (CONTINUED) PERIC0= 0.030200 FREQUENCY = 33.112 PARTICIPATION FACIORS PFX= 1.3185 PFY= 0.2343 PF2= 0.4520
- -""" NORMAL I ZED MODE SHAPE-- ~"" "-WEIGHTED MODE SHAPE (LB/PF/0)-"-' "" -(M00AL MASS)/(TOTAL MASS)"- "-
l POINT X Y Z X Y Z X Y Z l l 52 0.05041 -0.23460 0.04138 -1.411 -6.565 1.158 0.00000 0.00006 0.00000 ! 116 0.03885 0.23462 0.03335 0.557 -3.363 -0.478 0.00000 0.00002 0.00000 118 0.13915 -0.23465 -0.02428 2.626 -4.429 -0.458 0.00001 0.00003 0.00000 ! 120 0.21445 -0.22210 -0.01361 12.405 12.847 -0.78 7 0.00020 0.00022 0.00000
- 9012 0.07897 0.10749 0.01389 7.358 -10.015 1.294 0.00007 0.00013 0.00000 122 0.00000 0.00000 -0.01413 0.000 0.000 1.266 0.00000 0.00000 0.00000 9013 0.06046 0.03352 -0.01434 5.199 2.883 -1.233 0.00004 0.00001 0.00000 9014 0.15945 0.01700 -0.01453 13.714 1.462 1.250 0.00025 0.00000 0.00000
'9015 0.19608 0.00957 -0.01469 16.864 -0.823 1.264 0.00038 0.00000 0.00000 124 0.12921 0.00000 0.01484 11.483 0.000 -1.319 0.00018 0.00000 0.00000 9016 0.02006 0.07617 0.01497 1.840 6.988 1,3T3 0.00000 0.00006 0.00000 9017 0.15553 0.14300 -0.01507 -14.268 13.118 1.382 0.00027 0.00023 0.00000 9018 0.19133 0.13791 -0.01515 -17.552 12.651 -1.390 0.00041 0.00021 0.00000 9019 0.11403 0.06642 0.01520 -10.461 6.094 -1.394 0.00015 0.00005 0.00000 126 0.00000 0.00000 -0.01523 0.000 0.000 -1.408 0.00000 0.00000 0.00000 9020 0.04438 0,01966 -0.01523 4.135 1.832 -1.419 0.00002 0.00000 0.00000 128 0.02662 0.09105 -0.01520 1.540 5.267 -0.879 0.00000 0.00004 0.00000 3 130 0.02135 0.10075 -0.00993 0.776 3.662 0.361 0.00000 0.00002 0.00000 9021 0.02123 0.08151 0.00698 1.065 4.089 0.350 0.00000 0.00002 0.00000 132 0.02110 0.05175 0.02051 1.550 3.802 1.507 0.00000 0.00002 0.00000 9022 0.02082 0.01956 0.03088 2.014 -1.892 2.988 0.00001 0.00000 0.00001 9023 0.02050 -0.06954 0.01904 1.983 -6.728 1.843 0.00001 0.00006 0.00000 0.02014 -0.06487 -0.00133 1.948 -6.277 -0.128 0.00001 0.00005 0.00000 0.01974 -0.01126 -0.00523 1.177 -0.671 -0.312 0.00000 0.00000 0.00000
.o 0.01211 -0.00009 0.00001 0.151 -0.001 0.000 0.00000 0.00000 0.00000 138 0.01041 0.00000 0.00001 0.087 0.000 0.000 0.00000 0.00000 0.00000 140 0.00000 0.00000 0.00000 0.000 0.000 0.000 0.00000 0.00000 0.00000 54 0.04317 -0.24182 0.04128 0.520 -2.914 0.497 0.00000 0.00001 0.00000 56 0.04218 0.24268 -0.04126 0.508 -2.924 -0.497 0.00000 0.00001 0.00000 58 -0.03461 -0.24861 -0.04116 0.847 -6.084 -1.007 0.00000 0.00005 0.00000 82 0.03457 -0.16105 -0.03383 -0.247 -1.151 -0.242 0.00000 0.00000 0.00000 86 -0.02902 0.08295 -0.03354 -0.541 -1.547 0.626 0.00000 0.00000 0.00000 88 0.07029 0.01038 -0.03221 1.243 0.184 -0.570 0.00000 0.00000 0.00000 90 0.08583 0.05072 -0.03789 0.712 0.421 -0.314 0.00000 0.00000 0.00000 92 0.10307 0.14944 -0.05449 0.954 1.383 -0.504 0.00000 0.00000 0.00000 94 0.06775 0.18420 -0.05889 0.351 0.956 -0.305 0.00000 0.00000 0.00000 96 0.04810 0.18423 0.05392 0.250 0.956 -0.280 0.00000 0.00000 0.00000 98 0.03795 0.17889 -0.04565 0.886 4.177 -1.066 0.00000 0.00002 0.00000 0009 0.26361 0.18742 -0.04381 10.235 7.277 -1.701 0.00014 0.00007 0.00000 9010 0.36450 0.16795 -0.04192 14.152 6.521 -1.628 0.00027 0.00006 0.00000
i SST SYSTEMS,INC. 74 0YNAMIC PAGE NO. 74
' ++ OST/PIPESTRESS ++ iso monticello plant #1 Version 3.4.03 IBM PC April 1992 i CALCULATION NUMBER 2913 CODE ANS!/ASME B31.1 ASME 1973 REV 573 dubovecky TIMES 08:55:50 12/15/97 l l
MODES 14 (CONTINUE 0) PERIOD = 0.030200 FREQUENCY = 33.112 PARTICIPATION FACTORS PFX= 1.3185 PFY= 0.2343 PF2= 0.4520
.." " " NORMALIZE 0 MODE SHAPE" " "- - WEIGHTED MODE SHAPE (LB/PF/G)""" """(MODAL MASS)/(TOTAL MASS)"-~~
- POINT X Y Z X Y Z X Y Z 9011 0.25915 0.09109 . 0.03999 10.062 3.537 -1.553 0.00013 0.00002 0.00000 100 0.02682 0.00431 0.03801 0.626 0.101 -0.887 0.00000 0.00000 0.00000 102 0.00058 0.00008 0.01590 0.003 0.000 -0.071 0.00000 0.00000 0.00000 104 0.00056 0.00010 -0.01294 0.002 0.000 -0.041 0.00000 0.00000 0.00000 106 0.00053' O.00004 0.00178 0.004 0.000 -0.014 0.00000 0.00000 0.00000 108 0.00009 0.00001 0.00036 0.000 0.000 -0.001 0.00000 0.00000 0.00000 110 0.00000 0.M 000 0.00000 0.000 0.000 0.000 0.00000 0.00000 0.00000
'112 0.00057 0.fy0004 -0.00135 0.003 0.000 -0.006 0.00000 0.00000 0.00000 114 0.00061 0.u0004 0.00098 0.040 0.002 -0.064 0.00000 0 00000 0.00000 60 -0.02716 -0.25361 0.04116 0.616 -5.752 -0.933 0.00000 0.00004 0.00000 62- -0.01874 -0.25801 -0.04115 0.344 -4.733 -0.755 0.00000 0.00003 0.00000 l 64 0.01341 0.25998 -0.04114 -0.084 -1.631 0.258 0.00000 0.00000 0.00000 66 0.00767 0.26095 -0.04113 -0.043 1.471 -0.232 0.00000 0.00000 0.00000
,. 68 0.00047 -0.26237 0.04111 0.003 1.854 -0.290 0.00000 0.00000 ' 0.00000
- 70 0.01056 -0.147A0 -0.02858 0.227 3.173 0.614 0.00000 0.00001 0,00000 72 0.01036 0.86020 0.09861 0.222 18.468 2.117 0.00000 0.00045 0.00001 74 0.12367 0.99996 0.08908 -0.641 5.187 0.462 0.00000 0.00004 0.00000 76 -0.18624 1.00000 0.07182 -0.966 5.187 0.373 0.00000 0.00004 0.00000 {
78 -0.28430 0.95082 0.02875 -5.748 19.224 0.581 0.00004 0.00049 0.00000
-0.14283 0.51381 0.02878 16,734 l
!'9008 -4.651 0.937 0.00003 0.00037 0.00000 - 80 0.00443 0.00000 0.02879 0.094 0.000 0.613 0.00000 0.00000 0.00000
-180 0.04723 -0.15321 0.02879 0.422 -1.370 0.258 0.00000 0.00000 0.00000 !
, 0.06585 0.17584 0.04569 0.342 -0.912 0.237 0.00000 0.00000 0.00000 l l 0.06586 0.15565 0.05289 0.342 0.807 0.274 0.00000 0.00000 0.00000 L
..a 0.05557 -0.07444 - 0.06483 0.288 -0.386 0.336 0.00000 0.00000 0.00000 186 0.05154 0.05532 0.06483 0.267 0.287 0.336 0.00000 0.00000 0.00000
- i. 188 0.02635 0.02503 0.0!?35 0.234 0.222 0.349 0.00000 0.00000 0.00000
, 190_ -0.00278 -0.02520 0.00535 0.021 0.189. 0.040 0.00000 0.00000 0.00000 192 0.01622 0.02529 -0.00917 0.126 -0.196 -0.071 0.00000 0.00000 0.00000 194 0.02922 0.02530 0.02260 -0.140 0.121 -0.108 0.00000 0.00000 0.00000 i , 196 0.04031 0.02531 0.03404 2.628 -1.650 2.219 0.00001 0.00000 0.00001 198 0.01624 0.01236 -0.00917 0.061 0.046 0.034 0.00000 0.00000 0.00000 200 0.01611 0.00708 0.00917 -0.082 0.036 0.047 0.00000 0.00000 0.00000 i i 202 -0.00775 0.00024 0.00397 -0.089 0.003 -0.045 0.00000 0.00000 0.00000
- 204 0.00000 '0.00000 0.00000 0.000 0.000 0.000 0.00000 0.00000 0.00000 i
!EFM**2 0.38676 0.00588 0.00443 0.00043
}
SST SYSVEMS,1NC. 75 07NAMIC PAGE No. 75
. . . . . . . . . . . . . . . . . . . . . . . iso oo DST /PIPESTRESS oo-
. .monticetto
. . . . . plan
. . .2 .01. . . . . . . . . . . . . .version
. . . .3.4.03
. . . . .IBM
. .pril PC A 1992 CALCULATION NUMBER 2913 CODE ANSI /ASME B31.1 ASME 1973 REV ST3 dubovecky TIMES 08:55:50 12/15/97 l
l LEFT GUT FORCE (LB/G)FOR MODES WITH NATURAL FREQUENCIES ABOVE 33.112 CPS LEVEL -* == - - FX - =- -- *
- ---~-= -- FY . ~ = - - - - ........-- 92 .... ....... ...
1 POINT FX(X) FX(Y) .FX(Z) FY(X) FY(Y) FY(Z) FZ(X) FZ(Y) FZ(Z) 2 33.4172 0.0000 0.0000 0.0000 33.4172 0.0000 0.0000 0.0000 33.4172 4 47.7024 -3.4309 0.4899 0.0104 46.3220 0.3609 0.0036 0.0867 46.6873 0 63.5983 -9.1703 0.5246 -2,2272 65.2330 0.7470 0.0832 -0.0989 64.7958 8 17.3910 9.1891 7.6277 21.9024 65.2248 1.4052 0.8567 -0.1087 49.4787 10 2.8442 4.9363 2.0556 7.5475 18.1805 -0.2228 0.2297 -0.0869 13.6621 1 12 2,8431 6.3335 1.5325 -7.5477 17.4443 0.0433 0.2300 0.1520 13.4769 14 13.9190 -27.9061 2.2056 25.4475 59.7381 1.8049 0.2647 0.1038 47.8637 9001 70.9386 -20.1784 -3.5561 -18.8969 107.0853 2.9065 -0.3075 3.2765 77.0548 1G 120.0201 0.0000 -3.6023 0.0000 120.0201 2.9386 0.0000 0.0000 78.0267 9002 146.1612 5.2080 -3.6457 6.1120 128.6872 2.9657 2.8342 -4.2706 79.0251 9003 142.3783 1.0241 3.6406 2.7466 128.5802 2.9508 -4.5772 -5.2881 79.0634 i 10 112.4239 0.0000 -3.3602 0.0000 112.4239 2.7114 0.0000 0.0000 73.1944 9004 88.3569 7.4675 -3.0800 4.3204 95.4000 2.4743 8.4674 7.8371 67.3255 9005 79.5171 16.5767 3.0705 11.6936 88.8273 2.4542 14.5697 10.7527 .67.4080 20 49.8185 13.1855 1.9536 11.3580 55.4641 1.5526 7.0424 -0.5700 43.1101 22 11.3154 1.7704 -0.5379 2.6107 13.540B 0.3504 1.1555 -0.5041 10.2910 23 6.9290 1.0380 0.3344 1.5986 8.3281 0.2173 0.7076 -0.2949 6.3288 24 22.6551 1.1123 -1.3508 5.2269 29.0193 0.8648 2.3137 0.2946 22.0343 25 16.2001 0.7221 -0.5682 2.2758 18.8589 0.3556 1.0454 -0.1939 15.7313 20 143.7216 5.9781 2.7864 11.8723 156.2439 1.6976 5.5573 1.6225 139.6271 20 25.2410 0.9881 -0.1778 0.9141 25.8512 0.1000 0.4303 -0.2711 24.5382 31 27.2536 0.1202 0.0010 0.0019 27.1715 -0.0044 0.0049 -0.0135 27.1071 32 9.4497 0.0000 0.0000 0.0000 9.4497 0.0000 0.0000 0.0000 9.4497 34 23.1371 1.2703 2.1555 8.1045 33.1132 1.4094 3.3996 -0.3303 22.6077 3G 20.4068 1.5409 4.6379 16.1379 40.0973 3.2323 5.6025 -0.3842 20.3721 38 25.8744 8.0586 -7.5465 30.4955 56.3972 5.3280 8.4456 0.4335 22.2043 40 22.9362 26.2311 1.4129 27.0791 26.8644 2.1730 7.5428 10.1304 3.6205 42 12.8998 17.0875 2.1403 15.2340 11.9874 -2.2862 4.2489 7.1755 0.3955 i
$STSV$VEM$,!NC. 76 DYNAMIC PAGE NO. 76 oo 957/PIPESTRESS co
. . . . . . . . . . . . . . . . . . . . . . . Iso . .monticello
. . . . . .plant
. . #1
. . . . . . . . . . . . . . .versi
. . .m.3.4.03
. . . . .IBM
. .pril PC A 1992 1
CALCULATION NUMBER 2913 CODE ANSI /ASME 831.1 ASME 1973 REV S73 dubovecky TIMES 08:55:50 12/15/97 LEFT OUT FORCE (LB/G)FOR MODES WITH NATURAL FREQUENCIES ABOVE 33.112 CPS LEVEL == ** - *-*- - FX =* =~~ '==* = *
=*=' ~ =* --' FY *-*-- ' **- *
* *- * '****-* FZ --* ** -- - -
1 POINT FX(X) FX(Y) FX(Z) FY(X) FY(Y) FY(2) FZ(X) F2(Y) FZ(Z) 44 7.8324 11.7870 2.1628 9.2536 5.3575 -2.0501 2.5812 5.2552 -0.6639 45 67.8077 112.1311 '24.8886 80.1358 32.6340 -22.4676 22.3543 51.9364 -12.2481 60 38.0383 41.7143 5.6811 37.5502 36.1377 -6.0711 7.5094 16.5462 1.0449 9006 118.4704 27.1584 9.8673 28.0102 118.7721 -10.6332 -3.1438 11.0400 1.7116 48 148.1112 0.0000 9.7888 0.0000 148.1112 -10.6473 0.0000 0.0000 1.6694 9007 113.7031 11.5616 9.7003 -2.1676 115.9509 -10.6601 10.8121 -14.6770 1.7006 50 21.3586 ">1.2375 5.4903 4.7204 30.2755 -6.1018 -6.6221 *4.8549 1.0321 52 , 4.7538 7.6266 1.8113 1.8246 8.3111 2.0164 1.7269 0.8301 0.3450 116 2.0683 3.v076 0.6298 -0.2062 4.2575 *0.1903 0.7015 -0.4253 0.3154 110 2.1980 5.1460 0.3858 -1.9579 5.6045 1.0019 0.6569 -0.5599 1.3868 920 10.6443 14.6135- 0.0245 -10.4996 20.3904 6.4571 1.8625 3.9104 -7.0733 9012 69.0031 11.5373 -0.0493 -8.2813 63.0286 10.(321 3.2062 -8.5178 -12.0367 122 89.5868 0.0000 -0.0541 0.0000 89.5868 10.0584 0.0000 0.0000 -12.1496 9013 65.2054 5.5255 -0.0555 1.1712 110.5724 9.6783 0.6777 4.9567 -12.1371 9014 24.4326 -5.8259 0.0567 -0.8398 122.9240 9.6983 0.4125 5.3494 -12.5749 9013 -11.8362 2.6497 -0.0555 -2.6625 114.7656 9.7161 1.6417 2.5961 12.9766 126 28.7583 0.0000 -0.0538 -2.6537 88.8701 10.0561 1.8235 0.0000 13.7869 9016 19.5630, -1.8785 0.0489 -0.5745 46.9838 10.3956 0.5611 0.8653 -14.6045 9017 11.1837- 5.1681 -0.0394 1.9180 20.4747 10.4079 1.0564 3.1202 -14.9327 9018 47.5803 -5.9126 -0.0271 2.8794 30.1643 10.4174 1.4939 3.8181 15.2161 019 76.6721 3.3071 -0.0120 1.8173 65.9619 10.4241 0.5439 2.2136 -15.4543
~12G 92.4536 0.0000 0.0060 0.0000 92.4536 10.5095 0.0000 0.0000 15.7694 9020 93.2470 0.3628 0.0274 -0.5819 70.6160 10.5921 2.6996 -0.3846 -16.0434 128 51.5868 -0.8856 0.0321 0.3707 11.5205 6.5747 5.7074 0.3615 10.0248 130 31.4213 -0.7411 1.1324 0.4054 2.1465 3.9205 4.1575 0.3463 -6.9156 0021 43.3747 -1.1152 7.8216 0.5597 -4.7526 4.0742 5.7422 0.5849 12.2173 132 63.5138 -1.4433 20.4698 0.8195 -14.9912 3.8706 8.4143 0.8107 -19.4753 9023 83.6634 0.3960 44.4128 1.0784 22.4254 0.2555 11.1036 0.3459 *16.1772
}. ! < i
SST $YSTEMS,1NC. 77 OYNAMIC PAGE NO. 77
. . . . . . . . . . . . . . . . . . . . . . .iso oo DST /PIPESTRESS ++
. .monticello
. . . . . plant
. . . #1
. . . . . . . . . . . . . . .Version . . . .3.4.03
. . . . .IBM. .pril PC A 1992 I
CALCULATION NUMBER 2913 CODE ANSI /ASME B31.1 ASME 1973 REV $73 dubovecky TIMES 08:55:50 12/15/97 LEFT OUT FORCE (L8/G)FOR MODES WITH NATURAL FREQUENCIES ABOVE 33.112 CPS LEVEL - - - FX -- *-- - ---
---FY----- - ~- -- FZ ---- -- - --
'1 POINT FX(X) FX(Y) FX(Z) FY(X) FY(Y) FY(Z) FZ(X) FZ(Y) FZ(2) j 9023' 83.6857 1.2263 48.0807 1.0767 0.8315 -2.5563 11.1328 -0.4878 11.0332 9024 83.7192 1.5118 34.2508 1.0742 39.3556 2.6028 11.1699 -0.6781 49.6300 134 51.6283 0.1774 3.3902 0.6600 55.1230 -0.2807 6.9122- 0.0822 56.1653 136 11.5277 0.0004 0.0006 0.0760 12.4545 -0.0001 0.7:.47 -0.0002 12.4514 138 7.8288 0.0000 0.0004 0.0438 8.3610 -0.0001 0.4341 0.0000 8.3607 140 7.1669 0.0000 0.0000' O.0000 7.1669 0.0000 0.0000 0.0000 7.1669
'54 1.0571 3.5209 0.7788 0.8925 2.8836 0.8688 -0.4688 -0.0150 0.1585 56 0.9261 3.5510 0.7787 0.9068 2.7937 -0.8688 0.4259 0.0261 0.1598 l 50 0.0924 7.6509 1.5793 2.0621 4.3541 -1.7657 0.1157- 0.6103 0.3451 l 82 -0.0275 2.0018 0.0518 0.6019 0.7445 -0.4579 0.0330 0.2606 0.3613
' 06 0.1983 4.3480 -0.7294 1.3729 0.9149 -1.0364 1.0573 1.1697 1.9392 8G 1.9658 0.7595 -0.7071 -0.2560 -1.3399 -0.9892 6.7872 2.3339 2.0219 l l 90 -1.1583 -0.0085 0.2369 -0.2515 -1.1773 0.4109 -4.0608 1.0049 1.3636
! 92 .-1.6420 -0.6697 0.0788 -0.4777 -2.7983 -0.2636 6.2684- 'O.7266 3.2975
- l. 94 0.9758 -0.4965. 0.2276 0.0300 1.9117 -0.0044 . -3.8045 0.0287 2.8874 ,
96 0.9726 0.4966 0.2639 0.1901 -1.9119 0.0249 3.7291 0.0294 3.2796 ! 9G -4.9524 2.5900 1.5162 1.7448 8.7036 0.2738 -15.9280 2.1134 17.7269 9000 -12.3964 8.8028 2.4742 -2.9053 -11.4161 0.4356 .-4.1121 -6.8290 30.0282 9010 5.4555 9.5365 2.4249 -5.8046 0.5827 0.4149 19.0785 0.6657 30.5850 -
% 11 13.7311 5.7263 2.3736 -4.4138 19.7529- 0.3931 21.9882 1.9610 31.1493 100 22.0883 0.3379 1.3953 -0.2690 22.5956 0.2227 2.1760 0.3448- 19.0748 102 4.4740 -0.0098 0.0921 0.0025 4.4791 0.0032 0.0161 0.0245 4.0640 104 3.1260 0.0055 0.0511 0.0017 3.1299 -0.0012 0.0111 0.0135 2.8868 l 106 7.7360 0.0004 0.0033 -0.0042 7.7499 0.0347 0.0271 0.0007 7.5877 108 3.2090 0.0000 0.0007 -0.0002 3.2096 0.0003 0.0009 0.0001 3.2002 110 0.6260 0.0000 0.0000 0.0000 0.6260 0.0000 0.0000 0.0000 0.6260 912 4.7591 -0.0003 0.0058 0.0046. 4.7751 0.0605 0.0354 0.0004 4.6299 114 64.8793 0.0037 0.1693 -0.0855 65.1839 1.2786 0.7004 0.0057 62.6755 i
L l l' '^ - . _ _ _ _ _
SS7 SVS? EMS,1NC. 70 DYNAMIC PAGE NO. 78
. . . . . . . . . . . . . . . . . . . . . . .iso oo DST /PIPESTRESS ++
. .monticelto
. . . . . plact
. . . #1 . . . . . . . . . . . . . . .Version
. . . .3.4.03
. . . . .IBM
. .pril PC A 1992 ALCULATION NUMBER 2913 CODE ANSI /ASME B31.1 ASME-1973 REV $73 dubovecky TIME = 08:55:50 12/15/97 LEFT OUT FORCE (LB/G)FOR 1400ES WITH NATURAL FREQUENCIES ABOVE 33.112 CFS LEVEL *- = - - ---
FX * -* ~~ - * - - * * *-*- FY -- - ---- ----- -- - *- ---
- F2 -- -- '--~~~~
1 POINT FX(X) FX(Y) FX(Z) FY(X) FY(Y) FY(Z) FZ(X) FZ(Y) FZ(Z) 60 -1.8788 7.4621 1.4630 2.1160 2.8777 -1.6367 0.6377 0.9774 0.3207 62 -3.1526 6.3375 1.1828 1.8960 1.2966 1.3241 1.1823 1.1178 0.2605 64 1.4251 2.2230 0.4042 0.6865 0.2305 -0.4529 0.5455 0.4419 0.0896 G6 1.5839 2.0332 0.3628 0.6457 0.0360 -0.4071 0.6221 0.4366 0.0813 68 -2.4455 2.5928 0.4543 0.8412 -0.1853 -0.5106 1.0133 0.6025 0.1032 70 -8.4312 5.7624 0.4517 2.5028 -1.6466 -1.6901 3.9918 1.0415 1.4679 72 -8.4248 -15.8074 -3.7601 2.5060 -5.3311 -4.0246 3.9706 -9.4386 12.3688 74 -1.2966 -4.5812 -0.8190 0.7126 1.3959 -0.8507 1.2267 -2.5903 3.4241 76 -0.9468 -4.5814 -0.7527 0.7657 1.3958 -0.7228 1.3324 2.5906 3.5008 78 -0.4302 17.0660 -2.2619 3.1603 -4.0139 -1.5680 6.2378 -9.5098 14.2538 9008 10.9106 -15.2146 -3.6526 2.5561 12.6522 -2.5316 8.8667 8.8843 23.0051 80 16.3095 0.0000 -2.3931 -0.1538 21.2940 -1.6592 4.2906 0.0000 15.0742 580 7.9853 1.2529 -1.0058 -0.3097 10.4808 -0.6975 1.7700 0.9128 6.3365 182 4.9073 0.7227 -0.3405 -0.2512 6.3883 -0.4758 1.1038 0.9168 3.8024 184 4.9075 0.5779 -0.2430 -0.2512 6.3405 -0.5104 1.1036 0.9820 3.8957 185 4.7851 0.1367 -0.0921 -0.1947 5.9271 -0.5728 0.8952 0.8523 4.1022 186 4.7419 0.0713 -0.0922 -0.1707 5.7784 -0.5729 0.7943 0.7206 4.1029 183 8.3320 -0.0233 -0.0575 -0.1541 9.4419 -0.5959 0.8475 0.7572 7.5072 190 7.5714 -0.0179 0.0006 0.0477 8.0031 -0.0106 0.4541 0.6435 7.1719 192 8.0532 -0.0175 0.0071 -0.0113 8.2534 0.2315 0.3497 0.6646 7.7877 194 5.1038 -0.0108 0.0056 0.0149 5.0854 0.2881 0.1515 0.4096 5.0189 196 71.3183 -0.1466 0.0929 0.4569 69.4185 5.6190 1.3297 5.5915 71.0703 198 3.8747 0.0076 0.0034 0.0075 3.8872 0.1122 0.0747 0.1529 3.7757 200 5.2509 -0.0079 0.0045 0.0176 5.2170 0.1524 0.0455 0.1125 5.1337 202 11.5473 0.0039 0.0162 0.0111 11.4480 0.1583 -0.0222 -0.0032 11.3730 204 7.5127 0.0000 0.0000 0.0000 7.5127 0.0000 0.0000 0.0000 7.5127 i t l
$$7 SYSVEMS,1NC. 79 DYNAMIC PAGE NO. 79 oo DST /PIPESTRESS ++ iso monticello plant #1 Version 3.4.03 IBM PC April 1992 CALCULATION NUMBER 2913 CODE ANS!/ASME 831.1 ASME-1973 REV S73 dubovecky TIME = 08:55:50 12/15/97 MASS " - M00AL MASS (LB) ff00ES 1 TO 14 -- -
-(MODAL MASS)/(TOTAL MASS) ------
POINT MASS (LB) X Y Z X Y Z 2 33.417 0.000 0.000 0.000 0.00000 0.00000 0.00000
-4 47.736 0.000 0.070 0.003 0.00000 0.00001 0.00000 6 69.011 0.173 0.499 0.013 0.00003 0.00010 0.00000 8 69.011 16.030 0.501 0.341 0.00318 0.00010 0.00007 10 20.389 1.871 0.153 0.028 0.000 7 0.00003 0.00001 12 20.389 1.871 0.260 0.022 0.00037 0.00005 0.00000 i 14 73.569 21.466 5.330 0.252 0.00426 0.00106 0.00005 l 9001 118.501 12.822 3.194 0.654 0.00255 0.00063 0.00013 l 16 120.020 0.000 0.000 0.671 0.00000 0.00000 0.00013 i 9002 121.539 2 .4 73 0.674 0.687 0.00049 0.00013 0.00014 j 9003 121.539 1.382 0.436 0.685 0.00027 0.00009 0.00014 i 18 112.424 0.000 0.000 0.584 0.00000 0.00000 0.00012 9004 103.308 0.420 0.304 0.490 0.00008 0.00006 0.00010 9005 103.308 1.178 0.965 0.487 0.00023 0.00019 0.00010 i 20 65.973 0.704 0.506 0.197 0.00014 0.00010 0.00004 l 22 14.889 0.036 0.009 0.008 0.00001 0.00000 0.00000 23 9.117 0.013 0.003 0.003 0.00000 0.00000 0.00000 ,
24 29.809 0.144 0.003 0.024 0.00003 0.00000 0.00000 l 26 19.371 0.028 0.001 0.005 0.00001 0.00000 0.00000 ' 28 160.480 0.787 0.098 0.169 0.00016 0.00002 0.00003 29 26.551 0.005 0.003 0.002 0.00000 0.00000 0.00000 31 27.261 0.000 0.000 0.000 0.00000 0.00000 0.00000 l 32 9.450 0.000 0.000 0.000 0.00000 0.00000 0.00000 34 34.016 0.334 0.004 0.053 0.00007 0.00000 0.00001 l 3G 41.196 1.202 0.006 0.188 0.00024 0.00000 0.00004 ; 38 63.876 3.975 0.189 0.701 0.00079 0.00004 0.00014 . 40 56.696 3.138 2.898 0.951 0.00062 0.00058 0.00019 42 31.894 0.994 1.299 0.341 0.00020 0.00026 0.00007 i 44 19.371 0.367 0.647 0.143 0.00007 0.00013 0.00003 ' 45 167.740 27.498 60.393 11.932 0.00546 0.01200 0.00237 46 84.687 6.219 8.032 2.405 0.00124 0.00160 0.00048 9006 148.111 4.918 5.960 7.364 0.00098 0.00118 0.00146 48 148.111 0.000 0.000 7.366 0.00000 0.00000 0.00146 9007 148,111 5.985 7.830 7.359 0.00119 0.00156 0.00146 50 84.687 9.476 11.429 2.401 0.00188 0.00227 0.00048 j 52 27.982 1.207 1.438 0.262 0.00024 0.00029 0.00005 ' 116 14.335 0.318 0.377 0.069 0.00006 0.00007 0.00001 118 18.873 0.637 0.654 0.133 0.00013 0.00013 0.00003 120 57.843 6.446 5.257 1.437 0.00128 0.00104 0.00029 9012 93.170 4.155 2.966 3.764 0.00083 0.00059 0.00075 122 89.587 0.000 0.000 3.511 0.00000 0.00000 0.00070
SST SYSVEMS,INC. C0 DYNAMIC PAGE No. 80 oo DST /PIPESTRESS ++ iso monticello plant #1 Version 3.4.03 IBM PC April 1992 CALCULATION NUMBER 2913 CODE ANSI /ASME B31.1 ASME-1973 REV 573 dubovecky TIME = 08:55:50 12/15/97 MASS -
-M00AL MASS (LB) MODES 1 TO 14 --- - - - -(M00AL MASS)/(TOTAL MASS)---- --
PolNT MASS (LB) X Y Z X Y Z 9013 86.003 5.926 1.783 3.260 0.00118 0.00035 0.00065 9014 86.003 21.567 4.774 3.283 0.00428 0.00095 0.00065 9015 86.003 29.370 3.406 3.303 0.00583 0.00068 0.00066 I 126 88.870 25.389 0.000 3.546 0.00504 0.00000 0.00070 9016 91.737 24.987 11.346 3.798 0.00496 0.00225 0.00075 9017 91.737 32.822 32.646 3.815 0.00652 0.00649 0.00076 9010 91.737 27.056 29.787 3.828 0.00537 0.00592 0.00076 ! 9019 91.737 7.738 8.783 3.839 0.00154 0.00174 0.00076 l 126 92.454 0.000 0.000 3.907 0.00000 0.00000 0.00078 i 9020 93.170 1.129 9.954 3.973 0.00022 0.00198 0.00079 ! 128 57.843 0.658 19.414 1.532 0.00013 0.00386 0.00030 )
'30 i 36.342 0.343 7.893 0.578 0.00007 0.00157 0.00011 9021 50.169 0.653 9.459 1.579 0.00013 0.00188 0.00031 932 73.461 1.396 15.080 6.881 0.00028 0.00300 0.00137 9022 96.754 2.408 32.798 28.251 0.00048 0.00652 0.00561 1 9023 96.754 2.391 38.510 31.846 0.00047 0.00765 0.00633 '
9024 96.754 2.371 19.498 15.725 0.00047 0.00387 0.00312 134 59.635 0.892 0 * : 0.155 0.00018 0.00003 0.00003 136~ 12.452 0.012 0.000 0.000 0.00000 0.00000 0.00000 133 8.361 0.004 0.000 0.000 0.00000 0.00000 0.00000 140 7.167 0.000 0.000 0.000 0.00000 0.00000 0.00000 54 12.049 0.258 0.304 0.049 0.00005 0.00006 0.00001 . 56 12.049 0.263 0.309 0.049 0.00005 0.00006 0.00001 l 58 24.472 1.236 1.439 0.200 0.00025 0.00029 0.00004 82 7.144 0.105 0.106 0.016 0.00002 0.00002 0.00000 86 18.652 0.658 0.617 0.096 0.00013 0.00012 0.00002 88 17.685 0.682 0.804 0.084 0.00014 0.00016 0.00002 90 8.292 0.174 0.225 0.017 0.00003 0.00004 0.00000 92 9.258 0.269 0.436 0.023 0.00005 0.00009 0.00000 l 94 5.187 0.101 0.161 0.005 0.00002 0.00003 0.00000 96 5.187 0.106 0.161 0.004 0.00002 0.00003 0.00000 93 23.348 2.624 3.4 79 0.053 0.00052 0.00069 0.00001 9009 38.827 13.005 12.841 0.135 0.00258 0.00255 0.00003 9010 38.827 13.662 9.828 0.124 0.00271 0.00195 0.00002 9011 38.827 5.561 2.920 0.113 0.00110 0.00058 0.00002 100 23.348 0.020- 0.007 0.037 0.00000 0.00000 0.00001 103 4.483 0.000 0.000 0.000 0.00000 0.00000 0.00000 104 3.132 0.000 0.000 0.000 0.00000 0.00000 0.00000 906 7.751 0.000 0.000 0.000 0.00000 0.00000 0.00000 108 3.210 0.000 0.000 0.000 0.00000 0.00000 0.00000 110 0.626 0.000 0.000 0.000 0.00000 0.00000 0.00000 l [ I L_____________----------
l SST SYSTEMS,1NC. 61 DYNAMIC PAGE NO. 81 l ++.................................................................. OST/PIPESTRESS ++ iso monticello plant #1 l l . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .Version . . . .3.4.03
. . . . .IBM. .pril PC A 1992 CALCULATION NUMBER 2913 CODE ANSI /ASME B31.1 ASME-1973 REV S73 dubovecky TIME = 08:55:50 12/15/97 l
l MASS -
-M00AL MASS (LB) MODES 1 TO 14-- - - -----(MODAL MASS)/(TOTAL MASS)- --
POINT MASS (LB) X l Y Z X Y Z 1 ' l 112 4.776 ( 0.000 0.000 0.000 0.00000 0.00000 0.00000 114 65.192 0.003 0.000 0.012 0.00000 0.00000 0.00000 60 22.680 1.201 1.386 0.172 0.00024 0.00028 0.00003 62 18.344 0.897 1.024 0.112 0.00018 0.00020 0.00002 64 6.2 73 0.114 0.129 0.013 0.00002 0.00003 0.00000 66 5.636 0.099 0.111 0.011 0.00002 0.00002 0.00000 68 7.066 0.169 0.188 0.017 0.00003 0.00004 0.00000 70 21.470 1.659 1.649 0.137 0.00033 0.00033 0.00003 72 21.470 1.659 5.486 0.150 0.00033 0.00109 0.00003 74 5.187 0.098 0.394 0.007 0.00002 0.00008 0.00000 76 5.187 0.102 0.394 0.006 0.00002 0.00008 0.00000 78 20.218 1.588 5.405 0.046 0.00032 0.00137 0.00001 l 9008 32.568 1.526 4.048 0.119 0.00030 0.00080 0.00002 80 21.294 l 0.055 0.000 0.051 0.00001 0.00000 0.00001 ! 180 8.945 0.003 0.027 0.009 0.00000 0.00001 0.00000 182 5.187 0.001 0.014 0.003 0.00000 0.00000 0.00000 1 84 5.187 0.001 0.012 0.003 0.00000 0.00000 0.00000 105 5.187 0.001 0.004 0.003 0.00000 0.00000 0.00000 186 5.187 0.001 0.003 0.003 0.00000 0.00000 0.00000 188 8.866 0.001 0.002 0.004 0.00000 0.00000 0.00000 190 7.516 0.000 0.002 0.000 0.00000 0.00000 0.00000 192 7.751 0.000 0.002 0.000 0.00000 0.00000 0.00000 194 4.776 0.000 0.001 0.000 0.00000 0.00000 0.00000 196 65.192 0.092 0.120 0.198 0.00002 0.00002 0.00004 198 3. 75 7 0.000 0.000 0.000 0.00000 0.00000 0.00000 l 200 5.108 0.000 0.000 0.000 0.00000 0.00000 0.00000 ! 202 11.447 0.000 0.000 0.000 0.00000 0.00000 0.00000 204 7.513 0.000 0.000 0.000 0.00000 0.00000 0.00000 l ALL 5033.827 373.377 421.730 180.885 0.07417 0.08378 0.03593 l FREQUENCY ANALYSIS COMPLETED - - - - - i i
** TIMING INFORMATION FOR OYNAMIC = 72.109 CPU SEC. **
l l i I
SST SVSTEMS,!NC. 82 INPUT PAGE NO. 1 00 DST /PIPESTRESS ++ iso runticello plant #1 Version 3.4.03 IBM-PC April 1992 CALCULATION NUMBER 2913 CODE ANS!/ASME B31.1 ASME 1973 REV $73 dubovecky TIME = 08:55:50 12/15/97 I
.dOB .REF CAS CD EV LV OPTION ...l... ..!!... ..!!!.. ..IV... TITLE........................ ERRORS
.. 4 .. 8 .11 .. .. .. ... 23 . 27... . 34... . 41... . 48... 52........................... i 2913 ID 03 Y11 iso monticello plant #1 dubovecky 2913 T1 0 21-2 I 2913 T2 01 2913 FA- 1 1 33. 100. 100 FREQ. CALC.
2913 10 LC 1 3 2 Deadweight 2913 40 RC 1 0 2 0103 1.5 1.5 1.5 DYNAMIC Analysis 2913 10 60 CC 1 1 7 10 1.0 40 l1 2913 5% FS 1 9 3 5% damping 5% LV 1 1
]
1 5% SD 1 1 0xZ 0.500 0.050 1.000 0.140 1.500 0.200 ( 5% SD 1 0xZ 2.500 0.280 3.000 0.300 4.000 0.310 5% SD 1 1 1 0x2 5.000 0,300 6.000 0.280 7.000 0.260 ) l 5% sD 1 1 0x2 7.500 0.250 8.000 0.240 10.000 0.200 ! 5% SD 1 1 0x2 12.000 0.180 14.000 0.160 16.000 0.150 1 OXZ l 5% SD 1 18.000 0.140 20.000 0.130 25.000 0.120 5% sD 1 1 0x2 30.000 0.120 33.000 0.120 0.000 0.000 5% s0 1 1 OY 0.500 0.030 1.000 0.090 1.500 0.130 5% so 1 1 0Y 2.500 0.190 3.000 0.200 4.000 0.210 j 5% SD 1 1 OY 5.000 0.200 6.000 0.170 7.000 0.170 l 5% s0 1 1 OY 7.500 0.170 8.000 0.160 10.000 0.130 1 OY 0.120 5% SD 1 12.000 14.000 0.110 16.000 0.100 5% SD 1 1 OY 18.000 0.090 20.000 0.090 25.000 0.080 5% so 1 1 OY 30.000 0.080 33.000 0.080 0.000 0.000 l I
)
1 l i L-_ _ _- - -_ _ _
SST SYSVEMS,INC. 83 INPUT PAGE NO. 2 oo OSV/PIPESTRESS oo iso monticello plant #1 version 3.4.03 IBM PC April 1992 o .................................................................. CALCULATION NUMBFR 2913 CODE ANSI /ASME B31.1 ASME-1973 REV $73 dubovecky TIMES 08:55:50 12/15/97
-CODE - ERRORS AND l 60 SEQ CAS 1/P GEN PNT OPTN S I 11 Ill IV V VI Vll KL WARNINGS l l
613 10 79 000018 101.000 1.000 0 0 600.000 0 0 013 20 79 000009 70.000, 27.900 6.070 15.000 0 0 0 013 30 79 000009 200.000 27.700 6.380 15.000 0 0 0 093 40 79 000009 300.000 27.400 6.600 15.000 0 0 0 013 50 79 000009 400.000 27.000 6.820 15.000 0 0 0 013 60 79 000009 500.000 26.400 .7,020 15.000 0 0 0 i 093 FO 79 000009 600.000 25.700 7.230 15.000 0 0 0 l 613 80 72 000000 101.000 0 0 0 0 0 70.000 013 . 90 74 000000 1250.000 70.000 0 0 0 0 101.000 313 100 70 000000 6.625 0.562 36.400 0.60E-02 0.60E-02 0 101.000 013 110 61- 2 000000 0 0 0 0 0 0 1.000 693 68+ 2 000020 1.000 0 0 0.10E+09 0 0 1.000 - 013 68+ 2 000020 0 1.000 0 0.10E+09 0 0 1.000 013 68+ 2 000020 0 0 1.000 0.10E+09 0 0 1.000 00 67+ 2 000020 1.000 0 0 0.83E+09 0 0 0 1 013 67+ 2 000020 0 1.000 0 0.83E+09 0 0 0 l 613 67+ 2 000020 0 0 1.000 0.83E+09 0 0 0 ES3 60+ 2 000002 0 0 0 0 0 0 0 613 120 2- 4 000000 2.333 0 0 0 0 0 0 013 0+ 4 000000 1.833 0 0 0 0 0 0 613 130 3- 6 000000 0.500 0 0 0 0 0 0 013 1+ 6 000000 0.500 0 0 0 -0.500 0 0 013 ~ 140 2- 8 000000 0 -4.000 0 0 0 0 0 @t3 0+ 8 000000 0 -3.000 0 0 0 0 0
,150 3- 10 000000 0.500 0 0 0 0 0 0 1+ 10 000000 0 -0.500 0 0.500 0 0 0 bis $60. 2- 12 000000 1.333 0 0 0 0 0 0 613 0+ 12 000000 0.333 0 0 0 0 0 0 013 -170 3- 14 000000 0.500 0 0 0 0 0 0 013 1+ 14 000000 0.500 0 0 0 0 0.500 'O 313 180 2- 16 000000 0 0 -7.000 0 0 0 0 RRXY16 613 0+ 9001 000000 0 0 3.250 0 0 0 0 i 313 0+ 16 000000 0 0 3.250 0 0 0 0 l
@13 60+ 16 000091 0 0 0 0 0 0 0 613 60+ 16 000090 0 0 0 0 0 0 '0 313 100 0- 18 000000 0 0 -10.000 0 0 0 0 l 013 0+. 9002 000000 0 0 -3.33333 0 0 0 0 l 613 0+ 9003 000000 0 0 3.33333 0 0 0 0 613 0+ 18 000000 0 0 -3.33333 0 0 0 0 613 - 60+- 18 000091 0 0 0 0 0 0 0 s _ - - - - - - - - _ _ _ - - - - - - _ m - - - - - - - - -
SS?S757EM$,1NC. 84 INPUT PAGE No. 3 oo DST /PIPESTRESS ++ iso netteetto plant #1 version 3.4.03 IBM PC April 1992 CALCULATION NUMBER 2913 CODE ANSI /ASME B31.1 ASME 1973 REV $73 dubovecky TIMES 08:55:50 12/15/97
-CODE -
ERRORS AND J06 SEQ CAS I/P GEN PNT OPTN S I 11 !!! IV V VI VII KL WARNINGS 2913 60+ 18 000090 0 0 0 0 0 0 0 2913 200 2- 20 000000 0 0 9.000 0 0 0 0 l 2913 0+ 9004 000000 0 0 2.83333 0 0 0 0 2913 0+ 9005 000000 0 0 2.83333 0 0 0 0 2913 . 0+ 20 000000 0 0 ?.83333 0 0 0 0 2913 210 3- 22 000000 0.500 0 0 0 0. 0 0 2913 1+ 22 000000 0 0 0.500 -0.500 0 0 0 2913 220- 2- 23 000000 0.53130 0 0 0 0 0 0 2913 0+ 23 000000 0.03130 0 0 0 0 0 0-2913 230 0 24 000000 -0.46880 0 0 0 0 0 0 2913 240 70 000000 6.625 0.718 45.300 0.60E-02 0.60E-02 0 101.000 2913 60+ 24 000081 0 0 0 0 0 0 0 2913 60+ 24 000080 0 0 0 0 0 0 0 2913 250' O 26 000000 0 0.46880 0 0 0 0 0 2913 260 0 28 000000 0 0.38540 0 0 0 0 0 2913 270 9 28 000000 0.143 0 0 0 0 0 0 2913 200 'O 29 000000 0 0.38540 0 0 0 0 0 2913- 290 2- 30 000000 0 -0.500 0 0 0 0 0 2913 300 3- 31 000000 0.500 0 0 0 0 0 0 2913 1+ 31 000000 0 -0.500 0 -0.500 0 0 0 2913 310 .2- 32 000000 -0.91670 0 0 0 0 0 0 2913 0+ 32 000000 -0.41670 0 0 0 0 0 0 2913 320 61- 32 000000 0 0 0 0 0 0 0 2913 60+ . 32 000002 0 0 -0 0 0 0 0 7 68+ 32 000020 1.000 0 0 0.10E+09 0 0 0
. 68+ 32- 000020 0 1.000 0 0.10E+09 0 0 0 29 a 63+ 32 000020 0 0 1.000 0.10E+09 0 0 0 2913 67+ 32~000020 1.000 0 0 0.83E+09 0 0 0 2913 67+ 32 000020 0 1.000 0 0.83E+09 0 0 0 ; .2913 67+ 32 000020 0 0 1.000 0.83E+09 0 0 0 i '2913- 330 60 24 000000 0 0 0 0 0 0 0 2913 340 0 34 000000 0 0.46880 0 0 0 0 0 2913 350- 2- 36 000000 0 1.53120 0 0 0 0 0 2913' . . 0+ 36 000000 0 1.03120 0 'O O O O 2913- 360 3- 38 000000 0.500 0 0 0 0 0 0 2913 1+ 38 000000 0 0.500 0 0.500 0 0 0
- 2913 3F0 2- 40 000000 2.53130 0 0 0 0 0 0 2913 0+ 40 000000 2.03130 0 0 0 0 0 0 2913 '380' O 42 000000 0.46880 0 0 0 0 0 0 2913 60+ 42 000081 0 0 0 0 0 0 0 2913 60+ 42 000080 0 0 'O O O 0 0.
l
1 l SST SYSTEMS, 1NC. G5 INPUT PAGE NO. 4 co 0$f/ PIPES?RESS co' iso monticello plant #1 Version 3.4.03 IBM PC April 1992 CALCULATION NUMBER 2913 CODE ANS!/ASME B31.1 ASME 1973 REV $73 dubovecky TIME = 08:55:50 12/15/97 CODE - ERROR $ AND
'JC3 SEQ CAS !/P GEN PNT OPTN S 1 !! !!! IV V VI Vil KL WARNINGS 2913 390- 0 44 000000 0.46880 0 0 0 0 0 0 2913 400- 0 45 000000 0.38540 0 0 0 0 0 0 3913 410 9 45 000000 0.159 0 0 0 0 0 0 2913 60+ 45 '000091 0 0 0 0 0 0 0 2913 420 60 42 000000 0 0 0 0 0 0 0
- 2913 430 0 46 000010 0 0 0.46880 0 0 0 0 2913 440 0- 48 000000 0 0 6.53120 0 0 0 0 RRXY48 2913 0+ 9006 000000 0 0 3.26560 0 0 0 0 2913 0+ 48 000000 0 0 3.26560 0 0 0 0 2913. 60+ 48 000091 0 0 0 0 0 0 0 1 2913 60+ 48 000090 0 0 0 0 0 0 0 l 2913 450 0- 50 000000 0 0 6.53120 0 0 0 0 2913 0+ 9007 000000 0 0 -3.26560 0 0 0 0 2913 0+ 50 000000 0 0 3.26560 0 0 0 0 2913 460 0 52 000000' 0 0 0.46880 0 0 0 0 2913 60+ 52 000081 0 0 0 0 0 0 0 2913 60+ 52 000080 0 0 0 0 0 0 0 2913 470 0 54 000000 0 0 0.46880 0 0 0 0 2913 480 0 56 000000 0 0 0.06250 0 0 0 0 2913 .490 0 58 000000 0- 0 0.46880 0 0 0 0 2913 60+ 58 000081 0 0 0 0 0 0 0 2913 60+ 58 000080 0 0 0 0 0 0 0
- 2993 500 0 60 000000 0 0 -0.46880 0 0 0 0 2913 510 0 62 000000 0 0 0.53130 0 0 0 0 7 520 5- 64 000000 0 0 0.33330 0 0 0 0
. 5+- 9999 000101 0 0 0.16665 60.000 0 0 2,000 *
- 255W 29 2 530 70 000000 4.500 0.337 15.000 0.60E 02 0.60E-02 0 101.000 2913- 5+ 64 020002 0 0 -0.16665 60.000 0 0 2.000 2913 540 0 66 000000 0 0 0.33330 0 0 0 0 2913 550 2- 68 000000- 0 0 0.750 0 0 0 0 2913 0+ 68 000000 0 0 0.41670 0 0 0 0
~2913 -560, 3- 70 000000 0.33330 0 0 0 0 0 0 2
2913 1+ 70 000000 0 0 0.33330 0.33330 0 0 0 3913 570. 2- 72 000000 3.000 0 0 0 0 0 0 2913 . . 0+ 72 000000 2.33340 0 0 0 0 0 0 2913 .500 3- 74 000000 0.33330 0 0 0 0 0 0 2913- 1+ 74 000000 '0.33330 0 0 0 7.33330 0 0
'.2913 500 2- 76 000000 0 0.83330 0 0 0 0 0 ~2913~ . 0+ 76 000000 0 0.16670- 0 0 0 0 0 - 2913 600 3- 78 000000 0.33330 0 0 0 0 0 0 2913 1+ 78 000000 0 0.33330 0 0 0 0.33330 0 C___-___.__..________.___________...______. . . _ _ . _ _ _ . . _ . . . .
SST 5Y$TEMS,1NC. 86 INPUT PAGE NO. 5
++ OST/PIPESTRESS ++ iso monticetto plant #1 version 3.4.03 IBM PC April 1992 i
CALCULATION NUMBER 2913 CODE ANSI /ASME B31.1 ASME 1973 REV S73 dubovecky TIME = 08:55:50 12/15/97 CODE - ERRORS AND l JOB SEQ CAS I/P GEN PNT OPTN S I !! !!! IV V VI VII KL WARNINGS '2913 610 2- 80 000000 0 0 4.667 0 0 0 0 RRY80 2913 0+ 9008 000000 0 0 -2.16685 0 0 0 0 '2913 0+ 80 000000 0 0 2,16685 0 0 0 0 2913 60+ 80 000091 0 0 0 0 0 0 0 '2913 60+ 80 000090 0 0 0 0 0 0 0 2913 620 2 180 000000 0 0 1.000 0 0 0 0 2913 0+ 180 000000 0 0 0.66670 0 0 0 0 2913 630 3- 182 000000 0.33330 0 0 0 0 0 0 2913 1+ 182 000000 0 0 0.33330 0.33330 0 0 0 2913 640 2- 184 000000 0.83330 0 0 0 0 0 0 2913 0+ 184 000000 0.16670 0 0 0 0 0 0 2913 650 3- 185 000000 0.33330 0 0 0 0 0 0 2913 1+ 185 000000 0.33330 0 0 0 0 0.33330 0 2913 660 2- 186 000000 0 0 0.83330 0 0 0 0 2913 0+ 186 000000 0 0 0.16670 0 0 0 0 2913 670 3- 188 000000 0.33330 0 0 0 0 0 0 1913 1+ 188 000000 0 0 0.33330 0 0.33330 0 0 3913 680 2- 190 000000 0 0.98960 0 0 0 0 0 1913 0+ 190 000000 0 0.65630 0 0 0 0 0 1913 690 0 192 000000 0 0.34380 0 0 0 0 0 8913 60+ 192 000081 0 0 0 0 0 0 0 2913 60+ 192 000080 0 0 0 0 0 0 0 1913 700 0 194 000000 0 0.34380 0 0 0 0 0 8913 710 0 196 000000 0 0.29170 0 0 0 0 0 ? 720 9 196 000000 0.063 0 0 0 0 0 0 . 60+ 196 000091 0 0 0 0 0 0 0 2N 73 0 60 192 000000 0 0 0 0 0 0 0 2913 740 0 198 000010 0 0 0.34380 0 0 0 0 2913 750 2- 200 000000 0 0 0.48950 0 0 0 0 2913 0+ 200 000000 0 0 0.15620 0 0 0 0 2913 760 3- 202 000000 0.33330 0 0 0 0 0 0 1913 1+ 202 000000 0 0 0.33330 0 0.33330 0 0 2913 770 2- 204 000000 0 1,333 0 0 0 0 0 1913 0+ 204 000000 0 0.99970 0 0 0 0 0 1913 780 61- 204 000000 0 0 0 0 0 0 0 1913 60+ 204 000002 0 0 0 0 0 0 0 1913 68+ 204 000020 1.000 0 0 0.10E+09 0 0 0 1913 68+ 204 000020 0 1.000 0 0.10E+09 0 0 0 1913 68+ 2 04 000020 0 0 1.000 0.10E+09 0 0 0 1913 67+ 204 000020 1.000 0 0 0.83C+09 0 0 0 1913 67+ 204 000020 0 1.000 0 0.83E+09 0 0 0
SST SY$TEMS,!NC. 87 INPUT PAGE NO. 6 oo DST /PIPESVRESS 0+ iso monticello plant #1
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .Version . . . . 3.4.03 IBM PC April 1992 CALCULATION NUMBER 2913 CODE ANSI /ASME B31.1 ASME 1973 C V S73 dubovecky TIME = 08:55:50 12/15/97 CODE -
ERRORS AND JOB SEQ CAS 1/P GEN PNT OPTN S I !! Ill IV V VI Vl! KL WARNINGS 2913 67+ 204 000020 0 0 1.000 0.83E+09 0 0 0 2913' 790 60 58 000000 0 0 0 0 0 0 0 2913 800 0 82 000010 0.42710 0 0 0 0 0 0 2913 810 2- 84 000000 0.33330 0 0 0 0 0 0 2913 820 3- 86 000000 0.33330 0 0 0 0 0 0 2913 1+ 86 000000 0.33330 0 0 0 0 0.33330 0 2913 830 2- 88 000000 0 0 2.29170 0 0 0 0 2913 0+ 88 000000 0 0 1.95840 0 0 0 0 2913 840 1 90 000000 0 0 0.20830 0.14730 0 0.14730 0 2913- 850 0 92 000000 0.50090 0 0.50090 0 0 0 0 2913 860 1 94 000000 0.233D 0 0.23570 0 0.33330 0 0 2913 870 2- 96 000000 0 0.500 0 0 0 0 0 2913 0+ 96 000000 0 0.16670 0 0 0 0 0 2913 880 3- 98 000000 0.33330 0 0 0 0 0 0 2913 1+ 98 000000 0 0.33330 0 0 0 0.33330 0 2913 890 2- 100 000000 0 0 11.000 0 0 0 0 2913 0+ 9009 000000 0 0 2.58335 0 0 0 0 2913 0+ 9010 000000 0 0 2.58335 0 0 0 0 2913 0+ 9011 000000 0 0 2.58335 0 0 0 0 2913 0+ 100 000000 0 0 2.58335 0 0 0 0 2913 900 3- 102 000000 0.33330 0 0 0 0 0 0 2913 1+ 102 000000. 0 0 0.33330 0.33330 0 0 0 2913 910 2- 104 000000 0.40630 0 0 0 0 0 0 2913 - 0+ 104 000000 0.073 0 0 0 0 0 0 T 020 0 106 000000 0.34380 0 0 0 0 0 0
. 60+ 106 000081 0 0 0 0 0 0 0
-29.s 60+ 106 000080 0 0 0 0 0 0 0 2913 970 0 108 000000 0 0.34380 0 0 0 0 0 2913 9*J 0 110 000000 0 -0.08330 0 0 0 0 0 2913 950 61- 110 000000 0 0 0 0 0 0 0 2913 60+ 110 000002 0 0 0 0 0 0 0 -2913 -68+ 110 000020 1.000 0 0 0.10E+09 0 0 0 2913 68+ 110 000020 0 1.000 0 0.10E+09 0 0 0 2913 68+ 110 000020 0 0 1.000 0.10E+09 0 0 0 2913 67+ 110 000020 1.000 0 0 0.83E+09 0 0 0 2913' 67+ 110 000020 0 1.000 0 0.83E+09 0 0 0 2913 67+ 110 000020 0 0 1.000 0.83E+09 0 0 0 2913 960 60 106 000000 0. 0 0 0 0 0 0 2913' 970 0 112 000000 0 0.34380 0 0 0 0 0 2913 980 0 114 000000 0 0.29170 0 0 0 0 0 2913 990 9 114 000000 0.063 0 0 0 0 0 0 I i
g
$, e l#
SST SYSTEMS,INC. 88 INPUT PAGE NO. 7
. . . . . . . . . . . . . . . . . . . . . . .iso . .monticello
. . . . . plant
. . . #1
++ DST /P!PESTRESS ++
. . . . . . . . . . . . . . .version
. . . .3.4.03
. . . . .IBM
. .pril PC A 1992 CALCULATION NUMBER 2913 CODE ANSI /ASME B31.1 ASME 1973 REV S73 dubovecky TIME = 08:55:50 12/15/97
--CODE -
ERRORS AND JDF SEQ CAS I/P GEN PNT OPTN S I II III IV V VI VII KL WARNINGS 2913 60+ 114 000091 0 0 0 0 0 0 0 ! 2913 1000 60 52 000000 0 0 0 0 0 0 0 t 2913 1010 70 000000 6.625 0.432 28.600 0.60E-02 0.60E-02 0 101.000 2913 1020 0 116 000000 0 -0.46880 0 0 0 0 0 2913 1030 2- 118 000000 0 -1.03130 0 0 0 0 0 2913 0+ 118 000000 0 -0.53130 0 0 0 0 0 2913 1040 3- 120 000000 0.500 0 0 0 0 0 0 2913 1+ 120 000000 0 0.500 0 0 0 0.500 0 2913 1050 2- 122 000000 0 0 7.000 0 0 0 0 RRXY122 2913 0+ 9012 000000 0 0 3.250 0 0 0 0 2913 0+ 122 000000 0 0 3.250 0 0 0 0 2913 60+ 122 000091 0 0 0 0 0 0 0 2913 60+ 122 000090 0 0 0 0 0 0 0 2913 1060 0- 124 000000 0 0 12.000 0 0 0 0 2913 0+ 9013 000000 0 0 3.000 0 0 0 0 2913 0+ 9014 000000 0 0 3.000 0 0 0 0 2913 0+ 9015 000000 0 0 3.000 0 0 0 0 2913 0+ 124 000000 0 0 3.000 0 0 0 0 2913 60+ 124 000091 0 0 0 0 0 0 0 2913 60+ 124 000090 0 0 0 0 0 0 0 2913 1070 0- 126 000000 0 0 16.000 0 0 0 0 RRXY126 2913 0+ 9016 000000 0 0 3.200 0 0 0 0 2913 0+ 9017 000000 0 0 3.200 0 0 0 0 2913 0+ 9018 000000 0 0 3.200 0 0 0 0 T 0+ 9019 000000 0 0 3.200 0 0 0 0
. 0+ 126 000000 0 0 3.200 0 0 0 0 2v.s 60+ 126 000091 0 0 0 0 0 0 0 2913 60+ 126 000090 0 0 0 0 0 0 0 2913 1080 2- 128 000000 0 0 7.000 0 0 0 0 2913 0+ 9020 000000 0 0 3.250 0 0 0 0 2913 0+ 128 000000 0 0 3.250 0 0 0 0 2913 1090 3- 130 000000 0.500 0 0 0 0 0 0 2913 1+ 130 000000 0 0 0.500 0.500 0 0 0 2913 1100 2- 132 000000 4.000 0 0 0 0 0 0 RRY132 2913 0+ 9021 000000 1.750 0 0 0 0 0 0 2913 0+ 132 000000 1. 750 0 0 0 0 0 0 2913 1110 2- 134 000000 14.000 0 0 0 0 0 0 2913 0+ 9022 000000 3 .3 75 0 0 0 0 0 0 2913 0+ 9023 000000 3 .3 75 0 0 0 0 0 0 2913 0+ 9024 000000 3 .3 75 0 0 0 0 0 0 2913 0+ 134 000000 3.375 0 0 0 0 0 0
SST SYSTEMS,1NC. 89 INPUT PAGE NO. 8
++ DST /PIPESTRESS ++ iso monticello plant #1 Version 3.4.03 IBM-PC April 1992 CALCULATION NUMBER 2913 CODE ANSI /ASME B31.1 ASME 1973 REV S73 dubovecky TIMES 08:55:50 12/15/97
--CODE-- ERRORS AND JOB SEQ CAS I/P GEN PNT OPTN S I !! !!! IV V VI VII KL WARNINGS 2913 1120 3- 136 000000 0.500 0 0 0 0 0 0 8913 1+ 136 000000 0.500 0 0 0 0 0.500 0 1913 1130 2- 138 000000 0 0 0.58330 0 0 0 0 RRY138 8913 0+ 138 000000 0 0 0.08330 0 0 0 0 1913 60+ 138 000091 0 0 0 0 0 0 0 1913 60+ 138 000090 0 0 0 0 0 0 0 8913 1140 0 140 000000 0 0 0.500 0 0 0 0 3913 60+ 140 000091 0 0 0 0 0 0 0 1913 1150 65- 16 000000 1.000 1.000 0 0 0 0 1.000 RRXY 8913 68+ 16 000000 1.000 0 0 0.10E+09 0 0 1.000
$913 68+ 16 000000 0 1.000 0 0.10E+09 0 0 1.000 &@i3 1160 65- 18 000000 1.000 1.000 0 0 0 0 1.000 RRXY E913 68+ 18 000000 1.000 0 0 0.10E+09 0 0 1.000 8913 68+ 18 000000 0 1.000 0 0.10E+09 0 0 1.000 2913 1170 65- 48 000000 1.000 1.000 0 0 0 0 1.000 RRXY 1913 68+ 48 000000 1.000 0 0 0.10E+09 0 0 1.000 2913 68+ 48 000000 0 1.000 0 0.10E+09 0 0 1.000 2913 1180 65- 80 000000 0 1.000 0 0 0 0 1.000 RRY 1913 68+ 80 000000 0 1.000 0 0.10E+09 0 0 1.000 1913 1190 65- 122 000000 1.000 1.000 0 0 0 0 1.000 RRXY 1913 68+ 122 000000 1.000 0 0 0.10E+09 0 0 1.000 1913 68+ 122 000C00 0 1.000 0 0.10E+09 0 0 1.000 1913 1200 65- 124 000000 0 1.000 0 0 0 0 1.000 RRY 1913 68+ 124 000000 0 1.000 0 0.10E+09 0 0 1.000 F 1210 65- 126 000000 1.000 1.000 0 0 0 0 1.000 RRXY 68+ 126 000000 1.000 0 0 0.10E+09 0 0 1.000 P> .s 68+ 126 000000 0 1.000 0 0.10E+09 0 0 1.000 9913 1220 65- 138 000000 0 1.000 0 0 0 0 1.000 RRY 1913 68+ 138 000000 0 1.000 0 0.10E+09 0 0 1.000 2913 1230 65- 140 000000 1.000 1.000 1.000 0 0 0 1.000 RRXYZ 2913 68+ 140 000000 1.000 0 0 0.10E+09 0 0 1.000 2913 68+ 140 000000 0 1.000 0 0.10E+09 0 0 1.000 P913 68+ 140 000000 0 0 1.000 0.10E+09 0 0 1.000 2913 1240 89 000000 0 0 0 0 0 0 0
SST $ Y S T E M S ,.I NC. 90 INPUT PAGE NO. 9
++ DST /PIPESTRESS ++ iso monticello plant #1 version 3.4.03 IBM PC April 1992 CALCULATION NUMBER 2913 CODE ANS!/ASME B31.1 ASME 1973 REV S73 dubovecky TIMES 08:55:50 12/15/97 ***** UARNING 248 ***** - MEAN BRANCH RADIUS /MEAN RUN RADIUS GT 0.5 AT JUNCTION 24 l
l
***** WARNING 248 ***** - MEAN BRANCH RADIUS /MEAN RUN RADIUS GT 0.5 AT JUNCTION 52 l ***** WARNING 248 ***** . MEAN BRANCH RADIUS /MEAN RUN RADIUS GT 0.5 AT JUNCTION 106 JUNCTIONS l 16 18 24 42 45 48 52 58 80 192. 196 106 114 122 124 126 138 140 ANCHORS 2 32 204 110 RESTRAINTS j 16 16 - 18 18 48 48 80 122 122 124 126 126 138 140 140 140 t
I ELEMENTS RESTRAINTS i TANGENTS 87 RESTRAINTS 16 ANCHORS 4 BENDS- 21 SNUBBERS 0 JUNCTIONS 18 VALVES,ETC. O VAR. SUPP 0 VERTICES (V) 22 STATIC DEGREES OF FREEDOM = 132 r 3RS 1 CON. SUPP 0 BRANCHES (B) 21
, ,S 0 RIGID SUPP 0 LOOPS (L) O MA,oCES 0 HANGERS 0 V*B+L 1 NUMBER OF CONNECTED STRUCTURES BEAMS. 0 ROTAT SUPP 0 TEES 6 J
TOTAL 109 TOTAL 16 l. i l SYSTEM ST!FFNESS MATRIX
.NON 0MITTABLE TERMS BEFORE OPTIMIZATION = 1794 AFTER OPTIMIZATION = 1650 REDUCTION = 8 PERCENT 0 ERROR (S) AND 4 WARNING (S) DETECTED IN INPUT DATA.
i l l 1 L-__-_--_--_--------------_------------------.
$SV S7 STEMS,INC. 91 INPUT PAGE NO. 10
- DST /PIPESTRESS M 150 monticello plant #1 Version 3.4.03 IBM PC April 1992 i
CALCULATION NUMBER 2913 CODE ANSI /ASME B31.1 ASME-1973 REV S73 dubovecky TIME = 08:55:50 12/15/97 1 DESCRIPTION OF ERRORS AND WARKINGS. FOR FULL DETAILS SEE USERS CUIDE APPENDIX B
-COUNTS-NO. ERR WRN MESSAGE........................................... .................................................................
240 3 MEAN BRANCH RADIUS /MEAN RUN RADIUS IS GREATER THAN D.$ 255 1 END WELD OR TAPER .10lNT IS NOT SPECIFIED -AS WELDED CONNECTION ASS'JMED FOR R8!DUCER (WARNING) 0 4
)
i l l l l l t i
S S.T SYSTEMS,!NC. 92 PAGE NO. 1
++ DST /PIPESTRESS ++ iso monticello plant #1 Version 3.4.03 IBM PC April 1992
? CALCULATION NUMBER 2913 CODE ANSI /ASME B31.1 ASME-1973 REV ST3 dubovecky T!ME= 08:55:50 12/15/97 i l l l l 0PTION PIP!NG CODE- ANSI /ASME B31.1 J CODE VERSION 1973 REV S73 ;
- VALIDAfl0N PERFORM ANALYSIS GRAVITY -Y INPUT UNITS USA OUTPUT UNITS USA GENERATED CASES NO REPORT l GLOBAL / LOCAL MEMBER FORCES / MOMENTS IN GLOBAL AND LOCAL SUPPORT
SUMMARY
SUMMARY
SECTION MODULUS MEMBER MODULUS OF ELASTICITY COLD MODULUS ! STRESS COMPUTATION BASED ON LOCAL MOMENTS I NRC REG. GUIDE 1.92- REVISION 1 FREQUENCY INTERVAL FOR CLOSE MODE GROUPING = 0.100 LOAD MODEL LUMPED BODY LOADS NO PRESSURE DISTORTION IN BENDS e e e e eee e * *
- e * * * * * * * *
- e . *
- e . . . e * * *
- e *
- e . *
- e . * *
- e e e e e * * * * * * * * * * *
- e . * * *
- e * * *
- e e . . . . . . . . * *
- e . . . e * * * *
- e *
- e . * * *
- e * * * * * * * * * .
ANALYSIS ; CASE LOADING CASE TITLE TYPE EQ STRESS OUTPUT CYCLES GX CY GZ j l 10 Deadweight' OPER WEIGHT 11 SUSTAINED LOAD 0 -1 0 i MODEL /SUBMOD MASSPT/DIR PHASE MODES HERZ REF. ! l 001 RESPONSE - MODE 1 DYNAM(OPER) GENERATED NO OUTPUT RESPONSE - MODE 2 CLOSE DYNAM(OPER) GENERATED
- NO OUTPUT RESPONSE - HODE 3 DYNAM(OPER) GENERATED - NO OUTPUT W4 RESPONSE - MODE 4 DYNAM(OPER) GENERATED - NO OUTPUT 905 RESPONSE - . MODE 5 DYNAM(OPER) GENERATED - NO OUTPUT 906 RESPONSE - MODE 6 DYNAM(OPER) GENERATED NO OUTPUT
. 907 RESPONSE - MODE 7 DYNAM(OPER) GENERATED NO OUTPUT l 908 RESPONSE - MODE 8 CLOSE .DYNAM(OPER) GENERATED NO OUTPUT i 909 RESPONSE'- MODE 9 .DYN/'4(OPER) : GENERATED - NO QUTPUT J
'910 RESPONSE - MODE 10 DYNAM(OPER) GENERATED - NO OUTPUT !
911 RESPONSE - MODE 11 CLOSE DYNAM(OPER) CENERATED - NO OUTPUT l 912 RESPONSE - MODE '12 DYNAM(OPER) GENERATED NO OUTPUT ! 913 RESPONSE - MODE 13 CLOSE DYNAM(OPER) GENERATED - NO OUTPUT 914 RESPONSE'- MODE 14 DYNAM(OPER) GENERATED - NO OUTPUT f 915 RIGID MODE SOLUTION DYNAM(OPER) GENERATED - NO OUTPUT RC CASE LEVEL 1/ X 14 35.11 916 RIGID MODE SOLUTION DYNAM(OPER) GENERATED - NO OUTPUT RC CASE LEVEL 1/ Y 14 33.11 917 - RIGID MODE SOLUTION DYNAH(OPEE) GENERATED - NO OUTPUT RC CASE LEVEL 1/ 2 14 33.11 l I i L s
S S.T SY$TEMS,1NC. 93 PAGE NO. 2
++ DST /PIPESTRESS ++ iso monticello plant #1 Version 3.4.03 IBM PC April 1992 i
... ............................................. .................. 1 CALCULATION NUMBER 2913- CODE ANSI /ASME B31.1 ASME-1973 REV S73 dubovecky TIME = 08:55:50 12/15/97 l
.. . ..........................*** .......................................................................m.................... I
...... METHOD -- -- - --- DIRECTION -- -- l CASE RESPONSE CASE TITLE EV MODES EQ STRESS OUTPUT CLOS ORD LEV PHA LOF X Y Z l 40 DYNAMIC Analysis 14 12 OCCASIONAL LOAD (UPSET) 10% M/S -- --- SRS 1.500 1.500 1.500 1
)
i
... ......................................................................................................................... i l
PRES CASE COMBINATION CASE TITLE METHOD .EQ ----0UTPUT---- CASE FACT CASE FACT CASE FACT CASE FACT CASE DISPL. STRESS SUPPOR. 80 ADD ABS VALS 13 YES YES YES 10 1.00 10 1.00 40 1 1 1
)
i I 1 3 1 A I
SST SY$7 EMS,!NC. 94 PAGE NO. 3 oo DST /PIPESTRESS oo Iso monticet to plant #1 Version 3.4.03 IBM P April 1992
.........................................................C .........
CALCULATION NUMBER 2913 CODE ANSI /ASME B31.1 ASME 1973 REV S73 dubovecky TIME = 08:55:50 12/15/97 LINE. LONG. ENO TAPER POINT NO. WELD . WELD ' ' JOINT CASE NAME NO. !' 11 111 IV V VI 1- MAT. TABLE 101.000 1.000 0.000 600.000 NAME= EXP=COEF 2 MATERIAL 101.000 15000. 15000. O. O. EC=27.90 SIGMA =.30 DT= 70. 3 DESIGN P,T 1250.000 70.000 15000. 15000. O. O. l SA=22500.
.4 CROSS SECT 6.625 0.562 36.40 0.062 0.062 0.000 5
!=0.49611E+02 2=0.14977E+02 RESTRAINT 2 1.000 0.000 0.000 0.100E+12 1R-LEVEL 1 6- RESTRAINT 2 0.000 1.000 0.000 0.100E+12 2R LEVEL 1 7- RESTRAINT 2 0.000 0.000 1.000 0.100E+12 3R-LEVEL 1 8 ROT /RSTNT. 2 1.000 0.000 0.000 0.833E+12 4R
.9 ROT /RSTNT. 2 0.000 1.000 0.000 0.833E+12 SR 10 ROT /RSTNT. 2 0.000 0.000 1.000 0.833E+12 6R
'11 ANCHOR 2 12 TANGENT 4 1.833 0.000 0.000
'13 SR ELBOW 6 0.500 0.000 0.000 0.000 -0.500 0.000 FF= 4.497 R=
.14 0.500 A= 90.00 TANGENT 8 0.000 -3.000 0.000
'15 SR ELBOW 10 0.000 -0.500 0.000 0.500 0.000 0.000 FF= 4.497 R= 0.500 A= 90.00 16 TANGENT 12 0.333 0.000 0.000
'17 SR ELBOW 14 0.500 -0.000 0.000 0.000 0.000 -0.500 FF= 4.497 R= 0.500 A= 90.00 -
18 TANGENT 9001 0.000 0.000 3.250 19 TANGENT 16 0.000 0.000 -3.250 20 JUNCTION 16 21 JUNCTION' 16 22 TANGENT 9002 0.000 0.000 -3.333 23 TANGENT 9003 0.000 0.000 3.333 24 TANGENT 18 0.000 0.000 3.333 25 JUNCTION 18 JUNCTION 18 l TANCENT 9004 0.000 0.000 -2.833
- so TANGENT 9005 0.000 0.000 -2.833 39 TANGENT 20 0.000 0.000 2.833 30 SR ELBOW 22 0.000 0.000 -0.500 -0.500 0.000 0.000 FF= 4.497 R= 0.500 As 90.00 31 TANGENT 23 -0.031 0.000 0.000
,32 TANGENT 24 -0.469 0.000 0.000 l 33 CROSS SECT 6.625 0.718 45.30 0.055 0.055 0.000 !=0.58973E+02 Z=0.17803E+02 34 JUNCT!DN 24 35 JUNCTION 24 36 . TANGENT 26 0.000 0.469 0.000 37 TANGENT 28 0.000 -0.385 0.000 38' CONCEN WT 28 143.
39 TANGENT 29 0.000 -0.385 0.000 I _ _ _ - _ . . - - - - - - - - . - _ _ . _ _ . - - - -. . - - - . - - - - = ^ ' " ' ~ ~ ' - ~ ~
~~ ~~ ~ ~ ~ ~ ~ ' ~ ~ ^ ~ ~ ~ ~ ~ ^
SST SYSTEMS,1NC. 95 PAGE No. 4
. . . . . . . . . . . . . . . . . . . . . . .iso. .monticello
++ DST /PIPESTRESS ++
. . . . . plant
. . . #1
. . . . . . . . . . . . . . .Version
. . . .3.4.03
. . . . .IBM
. .pril PC A 1992 CALCULATION NUMBER 2913 CODE ANS!/ASME B31.1 ASME-1973 REV 573 dubovecky TIME = 08:55:50 12/15/97 LINE LONG. END TAPER POINT No. WELD WELD JOINT CASE NAME NO. I il Ill IV V VI 40 SR ELBOW 31 0.000 -0.500 0.000 -0.500 0.000 0.000 FF= 3.341 R= 0.500 A= 90.00 41 TANGENT 32 -0.417 0.000 0.000 42 ANCHOR 32 43 RESTRAINT 32 1.000 0.000 0.000 0.100E+12 7R-LEVEL 1 44 RESTRAINT 32 0.000 1.000 0.000 0.100E+12 BR-LEVEL 1 45 RESTRAINT 32 0.000 0.000 1.000 0.100E+12 9R-LEVEL 1 46 ROT /RSTNT 32 1.000 0.000 0.000 0.833E+12 10R 47 ROT /RSTNT. 32 0.000 1.000 0.000 0.833E+12 11R 48 ROT /RSTNT. 32 0.000 0.000 1.000 0.833E+12 12R 49 JUNCTION 24 50 TANGENT 34 0.000 0.469 0.000 51 TANGENT 36 0.000 1.031 0.000 52 SR ELBOW 38 0.000 0.500 0.000 0.500 0.000 0.000 FF= 3.341 R= 0.500 Am 90.00 53 TANGENT 40 2.031 0.000 0.000 54 TANGENT 42 0.469 0.000 0.000 SS JUNCTION 42 56 JUNCTION 42 57 TANGENT 44 0.469 0.000 0.000 58 TANGENT 45 0.385 0.000 0.000 59 CONCEN WT 45 159.
60 JUNCTION 45 61 JUNCTION 42 62 TANGENT 46 0.000 0.000 -0.469 63 TANGENT 9006 0.000 0.000 -3.266 64 TANGENT 48 0.000 0.000 -3.266 JUNCTION 48 JUNCTION 48 o, TANGENT 9007 0.000 0.000 -3.266 68 TANGENT 50 0.000 0.000 -3.266 69 TANGENT 52 0.000 0.000 -0.469 70 JUNCTION 52 71 JUNCTION 52 72 TANGENT 54 0.000 0.000 -0.469 73 TANGENT 56 0.000 0.000 -0.063 74 TANGENT 58 0.000 0.000 -0.469 75 JUNCTION 58 76 JUNCTION 58 77 TANGENT 60 0.000 0.000 -0.469 78 TANGENT 62 0.000 0.000 0.531 79 ASWELD CON. REDUCE 64 0.000 0.000 -0.333 60.000 SIF=2.000 l I
S S T. S Y $ T E M S ,1 N C
- 96 PAGE NO. 5 o DST /P!PESTRESS oo Iso monticello plant 01 Version 3.4.03 IBM PC April 1992 CALCULATION NUMBER 2913 CODE ANS!/ASME B31.1 ASME-1973 REV S73 dubovecky TIME = 08:55:50 12/15/97 (NE LONG. END TAPER POINT D. WELD WELD JOINT CASE NAME NO. I !! I!! IV V VI 80 CROSS SECT 4.500 0.337 15.00 0.030 0.030 0.000 !=0.96105E+01 Z=0.42713E+01 G1 TANGENT 66 0.000 0.000 -0.333 G8 TANGENT 68 0.000 0.000 -0.417 G3 SR ELBOW 70 0.000 0.000 0.333 0.333 0.000 0.000 FF= 5.304 R= 0.333 A= 90.00 Q$ TANGENT 72 2.333 0.000 0.000 G5 SR ELBOW 74 0.333 0.000 0.000 0.000 0.333 0.000 FF= 5.304 R= 0.333 A= 90.00 86 TANGENT 76 0.000 0.167 0.000 G7 SR ELBOW 78 0.000 0.333 0.000 0.000 0.000 -0.333 FF= 5.304 R= 0.333 A= 90.00 88 , TANGENT- 9008 0.000 0.000 2.167 G9 TANGENT 80 0.000 0.000 2.167 90 JUNCTION 80
@1 JUNCT10N 80 @2 TANGENT 180 0.000 0.000 -0.667 63 SR ELBOW 182 0.000' O.000 0.333 0.333 0.000 0.000 FF= 5.304 P= 0.333 A= 90.00 64 TANGENT 1 84 0.167 0.000 0.000 ' @@ SR ELBOW 185 0.333 0.000 0.000 0.000 0.000 0.333 FF= 5.304 R= 0.333 A= 90.00 96 TANGENT 186 0.000 0.000 0.167 67 SR ELBOW 188 0.000 0.000 0.333 0.000 0.333 0.000 FF= 5.304 R= 0.333 A= 90.00 @8 TANGENT 190 0.000 0.656 0.000 99 TANGENT 192 0.000 0.344 0.000 KK) JUNCTION 192 $1 JUNCTION 192 $2 TANGENT 194 0.000 0.344 0.000 63 TANGENT 196 0.000 0.292 0.000 66 CONCEN WT 196 63.
JUNCTION 196 JUNCT!DN 192 !
%. TANGENT -198 0.000 0.000 0.344 KH2 TANGENT 200 0.000 0.000 0.156 LGR9 SR ELBOW 202 0.000 0.000 0.333 0.000 -0.333 0.000 FF= 5.304 R= 0.333 A= 90.00 ,
10 TANGENT 204 0.000 1.000 0.000 l I 19% ANCHOR 204 112 RESTRAINT 204 1.000 0.000 0.000 0.100E+12 13R-LEVEL 1 ) l13 RESTRAINT 204 0.000 1.000 0.000 0.100E+12 14R-LEVEL 1 4 K4 RESTRAINT 204 0.000 0.000 1.000 0.100E+12 15R-LEVEL 1 l 115 ROT /RSTNT. 2D4 1.000 0.000 0.000 0.833E+12 16R l16 ROT /RSTNT. 204- 0.000 1.000 0.000 0.833E+12 17R
- 17 ROT /RSTNT. 204 0.000 0.000 1.000 0.833E+12 18R l18 JUNCTION 58 119 TANGENT 82 0.427 0.000 0.000 I
i I i 1 l I.
1 3$7 $YS7 EMS,1NC. 97 PAGE NO. 6 > OST/P!PESTRESS ++ iso monticello plant #1 Version 3.4.03 IBM PC April 1992 ! i CALCULATION NUMBER 2913 CODE ANSI /ASME B31.1 ASME-1973 REV S73 dubovecky TIME = 08:55:50 12/15/97 H LCIG. END TAPER POINT WELD WELD J0!NT CASE NAME NO. I !! 111 IV V VI E SR ELBOW 86 0.333 0.000 0.000 0.000 0.000 0.333 FF= 5.304 R= 0.333 As 90.00 !1 TANGENT 88 0.000 0.000 1.958 @ LR ELBOW 90 0.000 0.000 0.208 0.147 0.000 0.147 FF= 3.515 R= 0.503 A= 45.00 @ TANGENT 92 0.501 0.000 0.501 B SR ELBOW 94 0.236 0.000 0.236 0.000 0.333 0.000 FF= 5.304 R= 0.333 A= 90.00 9 TANGENT 96 0.000 0.167 0.000 ' G SR ELBOW 98 0.000 0.333 0.000 0.000 0.000 0.333 FF= 5.304 R= 0.333 A= 90.00 W TANGENT 9009 0.000 0.000 2.583 ) G TANGENT 9010 0.000 0.000 2.583 @ TANGENT 9011 0.000 0.000 2.583 ; @ TANGENT 100 0.000 0.000 2.583 j N SR ELBOW 102 0.000 0.000 0.333 0.333 0.000 0.000 FF= 5.304 R= 0.333 Am 90.00 i @ TANGENT 104 0.073 0.000 0.000 ' @ TANGENT 106 0.344 0.000 0.000 1 6 JUNCTION 106 j @ JUNCTION 106 , @ TANGENT 108 0.000 -0.344 0.000 ! V TANGENT 110 0.000 -0.083 0.000 ' @ ANCHOR 110 @ RESTRAINT 110 1.000 0.000 0.000 0.100E+12 19R-LEVEL 1 @ RESTRAINT 110 0.000 1.000 0.000 0.100E+12 20R LEVEL 1 1 RESTRAINT 110 0.000 0.000 1.000 0.100E+12 21R LEVEL 1 l @ ROT /RSTNT. 110 1.000 0.000 0.000 0.833E+12 22R S ROT /RSTNT. 110 0.000 1.000 0.000 0.833E+12 23R 8 ROT /RSTNT. 110 0.000 0.000 1.000 0.833E+12 24R ; JUNCTION 106 i TANGENT 112 0.000 0.344 0.000 1 F TANGENT 114 0.000 0.292 0.000 , 9 CONCEN WT 114 63. 3 JUNCTION 114 j @ JUNCTION 52 1 9 CROSS SECT 6.625 0.432 28.60 0.068 0.068 0.000 !=0.40491E+02 Z=0.12224E+02 i 8 TANGENT 116 0.000 -0.469 0.000 B TANGENT 118 0.000 -0.531 0.000 S SR ELBOW 120 0.000 0.500 0.000 0.000 0.000 0.500 FF= 6.104 R= 0.500 A= 90.00 , 2 TANGENT 9012 0.000 0.000 3.250 1 2 TANGENT 122 0.000 0.000 3.250 i F JUNCTION 122 9 JUNCTION 122 3 TANGENT 9013 0.000 0.000 3.000 l I _ _ _ _ _ _ _ _ - - _ _ ~
l l
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. . . .3.4.03
. . . . .IBM PC A
. .pril 1992 CALCULATION NUMBER 2913 CODE ANSI /ASME' B31.1 ASME-1973 REV $73 dubovecky TIME = 08:55:50 12/15/97
! LINE L ONG .~ END TAPER POINT l NO. WELD WELD JOINT CASE' NAME NO. I !!. !!! IV V VI
.160 ' TANGENT 9014 0.000 0.000 3.000 i 161 TANGENT 9015 0.000 0.000 3.000
!' 162 TANGENT 124 0.000 0.000 3.000 163 JUNCT!DN 124 l 164 JUNCT!DN 124 165= TANGENT 9016 0.000 0.000 3.200 166 TANGENT 9017 0.000 0.000 3.200 167 TANGENT 9018 .0.000 0.000 3.200 168' TANGENT 9019 0.000 0.000 3.200 169 TANGENT 126' O.000 0.000 3.200 170 JUNCTION 126 171 JUNCTION -126 1 72 TANGENT 9020 0.000 0.000 3.250 173 TANGENT 128 0.000 0.000 3.250
'174 130 0.000 0.000 0.500 0.500 0.000 0.000 FF= 6.104 R= 0.500 A= 90.00 9 75 SR ELBOW . 9021 TANGENT 1. 750 0.000 0.000 176 TANGENT 132 1. 750 0.000 0.000 '177 TANGENT 9022 3 .3 75 - 0.000 0.000 178 TANGENT 9023~ 3.3 75 0.000 0.000 179 TANGENT -9024 3 .3 75 0.000 0.000 1180 TANGENT 134 3.3 75 0.000. 0.000 181 SR ELBOW 136 0.500 0.000 0.000 0.000 0.000 0.500 FF= 6.104 R= 0.500 Am 90.00-183 TANGENT 138 0.000 0.000 0.083 i 183 JUNCTION 138 l in4 JUNCTION 138 TANCENT 140~ 0.000 0.000 0.500 JUNCTION 140 lot RESTRAINT 16 1.000 0.000 0.000 0.100E+12 25R-LEVEL 1 188 RESTRAINT 16 0.000 1.000 0.000 0.100E+12 26R-LEVEL 1 189 RESTRAINT 18 1.000 0.000 0.000 0.100E+12 27R LEVEL 1. '190 RESTRAINT 18 0.000 1.000 0.000 0.100E+12 28R-LEVEL 1 191 RESTRAINT 48 1.000 0.000 .0.000 0.100E+12 29R-LEVEL 1 '192 RESTRAINT 48 0.000 1.000 0.000 0.100E+12 30R-LEVEL i 193 RESTRAINT 80 0.000 1.000 0.000 0.100E+12 31R-LEVEL 1 194 RESTRAINT. 122 -1.000 0.000 0.000 0.100E+12 32R-LEVEL 1 195 . RESTRAINT 122- 0.000 1.000 0.000 0.100E+12 33R LEVEL 1 !
106 RESTRAINT 124 0.000 1.000 0.000 0.100E+12 34R LEVEL 1 ' 107 RESTRAINT' 126 1.000 0.000 0.000 0.100E+12 3!R-LEVEL 1 198 RESTRAINT 126 0.000 1.000 0.000 0.100E+12 36R LEVEL 1 . 199 RESTRAINT 138 0.000 1.000 0.000 0.100E+12 37R LEVEL 1 j i l l
l 55V SY$VEM$,1NC. 99 l PAGE NO. G [ ................................ .................................
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. . .#1. . . . ~ . . . . . . . . .Version oo D'iT/ PIPES?RESS oo
. . . .3.4.03
. . . . .IBM
. .pril PC A 1992 CALCULATION NUMBER 2913 CODE ANSI /ASME B31.1 ASME 1973 REV S73 dubovecky TIME = 08:55:50 12/15/97 I
t I LIN2 LC G. END TAPER POINT NO. WELD WELD JOINT CASE NAME NO. I !! !!! IV V VI 200 RESTRAINT 140 1.000 0.000 0.000 0.100E+12 38R LEVEL 1 , 201 RESTRAINT 140 0.000 1.000 0.000 0.100E+12 39R LEVEL 1 1 202 RESTRAINT 140 0.000 0.000 1.000 0.100E+12 40R LEVEL 1 203 ENDPROBLEM l
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++ DST /P!PESTREss ++
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. . . .3.4.03
. . . . .IBM . .pril PC A 1992
! CALCULATION NUMBER 2913 CODE ANSI /ASME B31.1- ASME 1973 REV $73 dubovecky TIME = 08:55:50 12/15/97 TEE JUNCTIONS UNITS = IN ! JUNCTION ============= RUN ============= ========= BRANCH ========= MIN BRANCH RUN PAD THICK 2B ZRUN No. TYPE PolNTS DIAM THICK POINTS DIAM THICK ANGLE SIF SIF OR RP 24 BRANCH CONN 26 24 34 6.625 0.718 24 23 6.625 0.562 90 2,795 2.795 3.313 14.977 17.803 I 42 WELDING TEE 40 42 44 6.625 0.718 42 46 6.625 0.718 90 1.000 1.000 17.803 17.803 52 BRANCH CONN 50 52 54 6.625 0.718 52 116 6.625 { i 0.432 90 2.218 2.218 3.313 12.224 17.803 { l 58 WELDING TEE 56 58 60 6.625 0.718 58 82 4.500 0.337 90 1.000 1.000 4.587 17.803 ! j 192 WELDING TEE. 190 192 194 4.500 0.337 192 198 4.500 0.337 90 1.128 1.128 4.2 71 4 .2 71 106 BRANCH CONN 108 106 112 4.500 0.337 106 104 4.500 0.337 { 90 4.671 4.671 2.250 4.2 71 4.271 h. I l i l l f i. t I ( .. I L i
SST SYSTEMS,INC. 101 PAGE NO. 10
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++ DST /PIPESTRESS ++
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. . . .3.4.03
. . . . .IBM-PC
. .prilA 1992 CALCULATION NUMBER 2913 CODE ANSI /ASME B31.1 ASME-1973 REV S73 dubovecky TIME = 08:55:50 12/15/97 LOCAL COORDINATES OF ANCHORS POINT DEFINING SHEAR 1= LOCAL X SHEAR 2= LOCAL Y AX1AL= LOCAL 2 NO. TYPE MEMBER X Y Z X Y Z X Y Z 2 ANCHOR TANGENT 0.000000 0.000000 -1.000000 0.000000 1.000000 0.000000 1.000000 0.000000 0.000000 32 ANCHOR TANGENT 0.000000 0.000000 1.000000 0.000000 1.000000 0.000000 -1.000000 0.000000 0.000000 204 ANCHOR TANGENT 1.000000 0.000000 0.000000 0.000000 0.000000 1.000000 0.000000 -1.000000 0.000000 110 ANCHOR TANGENT 1.000000 0.000000 0.000000 0.000000 0.000000 1.000000 0.000000 -1.000000 0.000000 1
SST SYSTEMS,!NC. 102 PAGE NO. 11 l
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( ++ DST /PIPESTRESS ++
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. . . . .IBM-PC
. .prilA 1992 CALCULATION NUNGER 2913 CODE ANSI /ASME 831.1 ASME-1973 REV 573 dubovecky TIME = 08:55:50 12/15/97 l
l l DYNAMIC EVENT 1 5% damping SHIFT = 0.000 PERCENT INTPL METH00= LOG 10
----- ACCELERATION --- - PARTICIPATION FACTORS - ---- M00AL RESPONSE ----- CLOSE l LEVEL MCOE FREQUENC X Y Z X Y Z X Y Z MODES l 1 1 8.85 0.2220 0.1465 0.2220 -0.093 0.850 0.106 -0.021 0.125 0.024 2 9,24 0.2142 0.1406 0.2142 0.372 0.190 0.125 0.080 0.027 0.027 CLOSE 3 10.55 0.1942 0.1271 0.1942 0.079 0.629 -1.443 0.015 0.080 -0.280 4 12.93 0.1703 0.1152 0.1703 1.180 -0.057 0.900 0.201 -0.007 -0.153 5 14.87 0.1555 0.1055 0.1555 0.258 0.423 1.125 0.040 0.045 0.175 6 17.04 0.1446 0.0946 0.1446 -0.453 -0.293 -0.885 -0.066 -0.028 -0.128 j 7 18.79 0.1359 0.0900 0.1359 -0.728 1.018 -0.149 -0.099 0.092 0.020 t 8 20.54 0.1288 0.0888 0.1288 -0.200 0.255 0.004 0.026 -0.023 0.001 ClosE 9 22.63 0.1245 0.0845 0.1245 0.272 -0.115 0.126 0.034 -0.010 0.016 1
10 26.92 0.1200 0.0800 0.1200 0.8 75 0.320 0.015 0.105 0.026 0.002 l 11 29.48 0.1200 0.0800 0.1200 0.099 -0.315 0.088 0.012 -0.025 0.011 CLOSE l 12 30.02 0.1200 0.0800 0.1200 -0.112 0.461 0.124 -0.013 0.037 0.015 1 13 32.51 0.1200 0.0800 0.1200 -0.086 0.231 -1.238 -0.010 0.018 -0.149 CLOSE 14 33.11 0.1200 0.0800 0.1200 1.318 0.234 -0.452 0.158 0.019 -0.054 ABOVE 0.1200 0.0800 0.1200 l i l l l l l l l l l l l l i
l ~
$$T - $YSTEMS,1NC. 103 PAGE NO. 12
!' ++ DST /PIPESTRESS ++- iso monticello plant #1 Version 3.4.03 IBM PC April 1992 CALCULATION NUMBER 2913 CODE ANSI /ASME B31.1 ASME 1973 REV S73 dubovecky TIME = 08:55:50 12/15/97 LOADING CASE NO. 10 OPER WEIGHT ANALYSIS Deadweight j s l GLOBAL. 0!$ PLACEMENTS IN INCHES ROTATIONS IN RADIANS *1000. POINT 0(X) O(Y) D(Z)- R(X) R(Y) R(2) 2 0.000 0.000 0.000 0.00000 0.00000 0.00000 RE= 6
.4 0.000 -0.001 0.000 0.00557 -0,01177 -0.07910 l 6 0.001 0.002 0.000 0.00654 0.02311 -0.10284 l 8 0.005 0.002 0.000 0.01658 -0.04538 -0.12459 l
, 10 -0.005 0.003 0.000 0.02171 -0.05469 0.16126 12 -0.005 0.003 0.000 0.02360 -0.05648 -0.16309
! 14 -0.005 -0.004 0.001 0.03662 -0.07274 -0.16290 9001 -0.002 -0.002 0.001 0.06315 0.06900 -0.16313
'16 0.000 0.000 0.001 0.02446 0.03450 -0.16336
'9002 - 0.001 0.000 0.001 -0.01354 0.00243 -0.16360 9003 0.000 0.000 0.001 0.01519 0.01093 0.16384 18 0.000 0.000 0.001 -0.02983 -0.00901 -0.16407
!. 9004 0.001 0.002 0.001 -0.06435 0.02900 -0.16427 l 9005 0.002 -0.004 0.001 -0.01211 0.03091 -0.16448 l 20 0.003 -0.003 0.001 0.04061 -0.01474 0.16468 l 22 0.003 -0.002 0.001 0.05704 0.01890 0.16375 23 0.003 -0.001 0.001 0.05725 0.01921 -0.16356 24 0.003 0.001 0.001 0.05850 0.02108 0.16204 26 0.002 -0.001 0.000 0.04922 0.01669 -0.14566 28 ' O.001 0.001 0.000 0.04200 0.01308 -0.13322
-29 0.001 -0.001 0.000 0.03515 0.00947 -0.12170 31 0.000 0.000 0.000 0.00871 0.00373 -0.02644 32 0.000 0.000 0.000 0.00000 0.00000 0.00000 RE= 6 24 0.003 -0.001 0.001 0.05850 0.02108 -0.16204 34 0.004 -0.001 0.001 0.07023 0.03035 0.17431 36 0.006 0.001 0.002 0.09762 0.05075 -0.20464
! 38 0.007 -0.002 0.003 -0.14137 0.06319 -0.28498 I 40 0.007 -0.010 0.001 0.21698 0.08782 -0.32463 42 0.007 0.012 0.000 0.23443 0.09231 0.32989 44 ' O.007 0.013 0.000 0.23443 0.09231 -0.33434 l 45 0.007 0.015 -0.001 0.23443 0.09231 0.33543 ! -.42 0.007 0.012 0.000 0.23443 0.09231 0.32989 ! 46 0.007 -0.010 0.000 0.23876 0.09376 0.32921 l' 9006 'O.003 -0.001 0.000 0.17913 0.09386 0.31760 48 0.000 0.000 0.000 -0.20519 0.04793 0.30600 9007 0.001 40.017 0.000 -0.58689 0.00232 -0.29439 50 0.001 -0.042 0.000 0.63867 0.00333 -0.28279 52 0.001 -0.046 0.000 0.62550 0.00731 -0.28112 i
* \
l l l l I i l { a t - . - - - - - - - - - - - - - -- -- --- _ _ J
<SST SY$TEMS,!NC. 104 PAGE NO. 13 ' e DST /P!PESTRESS ++ iso monticetto plant #1 Vsrsion 3.4.03 IBM PC April 1992 CALCULATION NUMBER 2913 CODE ANS!/ASME B31.1 ASME 1973 REV $73 dubovecky TIME = 08:55:50 12/15/97 LOADING CASE NO. -10 OPER WEIGHT ANALYSIS - Deadweight GLOBAL DISPLACEMENTS IN INCHES ROTATIONS IN RADIANS *1000.
POINT 0(X) D(Y) D(Z) R(X) R(y) R(Z) 54 -0.001 -0.049 0.000 0.60719 . 0.00770 0.28021 56 -0.001 -0.050 0.000 0.60447 0.00779 -0.28009 58' -0.001 -0.053 0.000 0.58220 0.00875 0.27919 60 0.001 -0.056 0.000 -0.57016 0.01223 -0.27299 62 0.001 -0.060 0.000 0.55626 0.01671 -0.26597 64 -0.001 -0.062 0.000 0.52553 0.02792 -0.25025 66 0.001 -0.064 0.000 -0.47374 0.04833 -0.22322 68 0.002 -0.066 0.000 -0.41127 0.07579 -0.18943 70 -0.002 0.068 0.001 -0.12342 0.26057 0.00773 72 -0.002 0.066 -0.009 0.30142 0.29778 0.05302 74 -0.002 -0.066 -0.008 0.57862 0.14182 -0.01522 l 76 0.002 0.066 0.007 0.60459 0.13299 -0.01956 78 0.002 0.063 0.004 1.05197 0.05123 -0.08547 9008 -0.003 -0.032 -0.004 1.24987 0.00110 -0.14434 80 -0.003 0.000 -0.004 1.12889 0.00933 -0.20321 180 -0.003 0.009 -0.004 1.05074 0.02361. -0.22132 182 -0.003 0.011 -0.004 0.89374 0.08916 -0.29519 184 0.003 0.011 0.005 0.87738 0.09149 0.29453 185 0.003 0.007 -0.005 0.71749 0.09502 -0.20901 186 -0.003 0.005 0.005 0.70116 0.09386 -0.20316 188 -0.001 0.003 -0.003 0.40081 0.05745 -0.14583 190 0.000 0.003 0.000 0.33932 0.04708 -0.12274 192 0.000 0.003 0.001 0.31360 0.04165 0.10850 194 0.001 0.003 0.003 0.31360 0.04165 -0.10850 196 0.001 0.003 0.004 0.31360 0.04165 -0.10850
,192- 0.000 0.003 0.001 0.31360 0.04165 -0.10850 198 0.000 0.001 0.001 0.30299 0.03924 -0.09966 200 0.000 0.001 0.001 0.29244 0.03652 -0.09082 202 0.000 0.000 0.001 0.09664 0.02926 -0.03317 204= 0.000 0.000 0.000 0.00000 0.00000 0.00000 RE= 6 58 -0.001 -0.053 0.000 -0.58220 0.00875 0.27919 '.
82 -0.001 0.054 0.000. -0.55111 0.00613 -0.28375 86 -0.001 0.054 0.000 -0.28716 -0.02137 -0.41050 88 -0.002 -0.050 0.000 0.11632 -0.03801 0.42259 90 0.002 -0.050 0.000 -0.07984 -0.05044 -0.43155 92 -0.002 -0.052 0.001 0.06867 -0.05067 -0.42137 94 0.001 0.053 0.000 0.09948 -0.04478 -0.36697 96 0.000 0.053 0.000 -0.10214 -0.04221 -0.36219 I 1
$ST SY$TEMS,1NC. 105 PAGE NO. 14
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++ DST /P!PESTRESS ++ iso monticello plant #1 Version 3.4.03 IBM-PC April 1992 JALCULAfl0N NUMBER 2913 CODE ANS!/ASME B31.1 ASME 1973 REV S73 dubovecky TIME = 08:55:50 12/15/97 LOADING CASE NO. 10 OPER WEIGHT ANALYSIS Deadweight GLOBAL DISPLACEMENTS IN INCHES ROTATIONS IN RA0!ANS*1000.
]
POINT 0(X) O(Y) D(Z) R(X) R(Y) R(Z) i 98 0.001 0.053 0.000 -0.17742 0.04154 0.31979 j 9009 0.000 0.045 0.000 -0.31929 0.01727 -0.22139 l 9010 0.000 -0.033 0.000 -0.48889 -0.00321 -0.12299 9011 0.000 0.016 0.000 -0.54704 0.00065 -0.02459 100 0.000 -0.001 0.000 -0.35459 -0.00570 0.07381 102 0.000 0.000 0.000 -0.11602 -0.00995 0.00727 104 0.000 0.000 0.000 0.10116 -0.00959 0.00777 106 0.000 0.000 0.000 0.06933 -0.00835 0.00769 108 0.000 0.000 0.000 -0.01390 -0.00163 0.00152 l l 110 0.000 0.000 0.000 0.00000 0.00000 0.00000 RE= 6 3 l 106 0.000 0.000 0.000 -0.06933 -0.00835 0.00769 112 0.000 0.000 0.000 -0.06933 -0.00835 0.00769 114 0.000 0.000 -0.001 -0.06933 -0.00835 0.00769 52 -0.001 0.046 0.000 -0.62550 0.00731 -0.28112 116 0.002 -0.046 0.004 -0.62637 0.01066 0.28099 , 118 -0.004 -0.046 0.008 -0.62883 0.01991 -0.28122 I 120 -0.006 -0.042 0.011 -0.64522 0.05391 -0.27158 l 9012 -0.003 -0.017 0.011 0.56908 0.07632 0.28328 122 0.000 0.000 0.011 -0.27122 0.06645 -0.29499 9013 0.002 0.004 0.011 0.00537 0.04402 -0.30579 9014 0.003 0.002 0.011 0.07203 0.02472 -0.31660 9015 0.004 0.000 0.011 0.02743 0.00857 -0.32741 L 124 0.004 0.000 0.011 -0.02977 -0.00443 0.33821 9016 0.003 0.002 0.011 -0.10273 -0.01484 -0.34974 9017 0.003 0.008 0.011 -0.17890 -0.02166 -0.36126 9018 0.002 0.015 0.011 -0.13854 -0.02491 -0.37279 9019 0.001 0.016 0.011 0.13811 0.02458 -0.38432 126 0.000 0.000 0.011 0.77078 0.02068 -0.39584 9020 -0.001 0.043 0.011 1.35043 -0.01227 -0.40755
'128 -0.001 -0.100 0.011 1.44462 0.00140 0.41925 130 0.001 -0.110 0.011 1.31290 0.02592 -0.34716 9021 -0.001 -0.117 0.011 1.19373 0.03436 0.28053 132 0.001 0.122 0.010 1.07456 0.04181 -0.13790 9022 0.001 -0.120 0.008 0.84473- 0.05339 0.27085 9023 0.001 -0.099 0.006 0.61491 0.06129 0.74899 9024 0.001 -0.060 0.003 0.38508 0.06552 1.15604 134 -0.001 -0.008 0.000 0.15525 0.06608 1.35153 136 0.000 0.000 0.000 0.02004 0.06421 1.43152 1'
l l l l { l l'
' S S T .S Y $ T E M S ,1 N C . 106 PAGE No. 15
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. . . . .IBM-PC
. .prilA 1992 .......
I f- ' CALCULATION NUMBER 2913 CODE ANSI /ASME B31.1 ASME 1973 REV $73 dubovecky TIME = 08:55:50 12/15/97
' LOADING CASE NO. "O OPER WElGHT ANALYSIS - Deadweight j
1 GLOBAL DISPLACEMENTS IN INCHES. ROTATIONS IN RADIANS *1000. l POINT 0(X) D(Y) D(Z). l R(X) R(Y) R(Z) { l 138 0.000 0.000 0.000 0.01714 0.06410 1.43152 l l 140 0.000 0.000 0.000 0.00880 0.06413 1.43152 ( l .16 0.000 0.000 0.001 0.02446 0.03450 -0.16336 REs 2 l 18 0.000 0.000 0.001 0.02983 -0.00901 -0.16407 RE= 2 48 0.000 0.000 0.000 -0.20519 0.04793 -0.30600 RE= 2
- i. 80 -0.003 0.000 -0.004 1.12889 0.00933 -0.20321 RE= 1 i
! 122. 0.000 0.000 0.011 0.27122 0.06645 0.29499 RE= 2 l 124 0.004 0.000 0.011 -0.02977 -0.00443 -0.33821 RE= 1 I i 126 0.000 0.000 0.011 0.77078 -0.02068 -0.39584 RE= 2 138 0.000 0.000 0.000 0.01714 0.06419 1.43152 RE= 1 l 140 0.000 0.000 0.000 0.00880 0.06413 1.43152 RE= 3 l l I l i 1 i-i- s i 5' 1 l
SST SYSVEHS,1NC. 107 PAGE NO. 16
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. . . . . . . . . . . . . . .Version . . . .3.4.03 . . . . .IBM-PC
. .pril A 1992 1
CALCULATION NUMBER 2913 CODE ANSI /ASME B31.1 ASME-1973 REV S73 dubovecky TIMES 08:55:50 12/15/97 l LOADING CASE NO. 10 OPER WEIGHT ANALYSIS - Deadweight FORCE BALANCE PolNT ------------ -- - FORCES IN LB - - ------- ---
-- -- --* ----- MOMENTS IN FT LB ----------- -- i NO. fx FY FZ MX MY MZ 2 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 l 16 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 i 18 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 26 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 32 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 42 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 45 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 48 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 52 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 58 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 80 0.000C000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 192 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 196 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 204 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 106 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 110 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 914 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 122 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 124 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 126 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 130 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 140 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 e .7 S 0.0000000 -5033.8265907 0.0000000 I
i t l l
'SST SV$TEMS,1NC. 10G PAGE NO. 17
. . . . . . . . . . . . . . . . . . . . . . .Iso . .monticello
. . . . . .plant
. . 01 I oc DST /PIPESTRESS +o
- . . . . . . . . . . . . . . .Version
. . . .3.4.03
. . . . .IBM. .pril PC A 1992 I
CALCULATION NUMBER 2913 CODE ANSI /ASME B31.1 ASME 1973 REV $73 dubovecky TIME = 08:55:50 12/15/97 LOADING CASE NO. 10 OPER WEIGHT ANALYSIS - Deadweight EQUATION 11 SUSTAINED LOAD
============ STRESSES IN PSI ===========
GLOBAL POINT --- -- FORCES IN POUNDS -- -- -- MOMENTS IN FOOT POUNDS -- .75 WE!GHT L PRES TOTAL STRESS NO. FX FY FZ MX MY MZ $1F STRESS STRESS STRESS / SH LOCAL l ANCHOR 2 TANGENT 2 28. -333. 5, 22. -66 -690. 1.000 555. O. 555. 0.037 4 28. 267. 5. -22. 57. 140. 1.000 122. O. 122. 0.008 SR ELBOW 4 28. 267 5. 22. -57. 140. 1.317 161. O. 161. 0.011 6 -28. 238. -5. -25. 55, 28. 1.317 70. O. 70. 0.005 TANGENT 6 28. -238. 5. 25. 55. -28. 1.000 53. O. 53. 0.004 8 -28. 129. -5. -39. 55. 112. 1.000 105. O. 105. 0.007 , SR ELBOW 8 28. -129. 5. 39. 55. 112. 1.317 138. O. 138. 0.009 10 -28, 100. -5. -42. 52. 69. 1.317 101. O. 101. 0.007 TANGENT 10 28. 100. 5. 42. -52. -69 1.000 77. O. 77. 0.005 12 -28. 88. -5. -42. 51. 37. 1.000 61. O. 61. 0.004 l SR ELBOW 12 28. -88. 5. 42. -51. 37. 1.317 80. O. 80. 0.005 14 28. 59. -5. -79. 34. 1. 1.317 91. O. 91. 0.006 TANGENT 14 28. 59. 5. 79. -34 -1, 1.000 69. O. 69. 0.005 9001 -28. -59. -5. -78. -57. 1. 1.000 77. O. 77. 0.005 TANGEN7 9001 28. 59. 5. 78. 57. -1. 1.000 77. O. 77. 0.005 16 -28. -178. -5. 307. -148. 1. 1.000 273. O. 2 73 . 0.018 TANGENT 16 -25. -179. 5. -307. 148. 1, 1.000 2 73 . O. 2 73. 0.018 9002 25. 58. -5. -88. -66. 1. 1.000 88. O. 88. 0.006 TANGENV 9002 -25. -58. 5. 88. 66. 1. 1.000 88. O. 88. 0.006 9003 25. 64. -5. -78. 16. 1. 1.000 64 O. 64. 0.004 4 9003 -25. 64. 5. 78. -16. 1. 1.000 64. O. 64. 0.004 18 25. -185. 5. 337. 99. 1. 1.000 282. O. 282. 0.019 , l TANGENT 18 22. -207. 5. -337. -99. -1, 1.000 282. O. 282. 0.019 ' i 9004 -22. 104. 5. 103. 37. 1. 1.000 88. O. 88. 0.006 i TANGENT 9004 22. 104, 5. 103. -37. -1. 1.000 88. O. 88. 0.006 9005 -22. 1. -5. 251. -24. 1. 1.000 202. D. 202. 0.013 TANGENT 9005 22. -1, 5, 251. 24. -1. 1.000 202. O. 202. 0.013 20 22. -103. 5. 106. -86. 1. 1.000 109. O. 109. 0.007 SR ELBOW 20 22. 103. 5. 106. 86. -1, 1.317 144. O. 144. 0.010 22 -22. -131. 5. -48. -94. -58. 1.317 127 O. 127. 0.008 j TANGENT 22 22. 131. 5. 48. 94. 58. 1.000 96. O. 96. 0.006 j 23 -22. -133. -5. -48. -94 -62. 1.000 98. O. 98. 0.007 ' TANGENT 23 22. 133. 5. 48. 94. 62. 1.000 98. 0. 98. 0.007 ! 24 -22. -150. 5. -48. -92. 128. 2.096 277. O. 277. 0.018 1 l i l l l l
5SV 575iEM$,!NC. 109 PAGE NO. 10 M DSV/PIPESVRESS
- iso monticello plant 01 Version 3.4.03 IBM PC April 1992 CALCULATION NUMBER 2913 CODE ANSI /ASME B31.1 ASME 1973 REV $73 dubovecky TIME = 08:55:50 12/15/97 LOADING CASE NO. 10 OPER WEIGHT ANALYSIS - Deadweight EQUATION 11 SUSTAINED LOAD
============ STRESSES IN PS! ===========
GLOBAL POINT - FORCES IN POUNDS - --
---- MOMENTS IN FOOT POUNDS - - .75 WE!GHT L PRES- TOTAL STRESS NO. FX FY FZ MX MY MZ SIF STRESS STRESS STRESS / SH LOCAL BRANCH CONN 24 BRANCH CONN 24 TANGENT. 24 71. 386. 28. 233. -82. 416. 2.096 683. O. 683. 0.046 26 -71. 407. 28. 219. 82. -383. 1.000 302. O. 302. 0.020 TANGENT 26 71. 407. 28. 219. -82. 383. 1.000 302. O. 302. 0.020 28 71. 425. 28. 209. 82. -355. 1.000 283. O. 283. 0.019 -
TANGENT 28 71. 568. 28. 209. 82. 355. 1.000 283. O. 283. 0.019 29 71. 585. 28. 198. 82. -328. 1.000 264. O. 264 0.018 SR ELBOW 29 71. 585. 28. 198. 82. 328. 1.080 285. O. 285. 0.019 31 -71. 621. -28. 184 96. 594. 1.080 458. O. 458. 0.031 TANGENT 31 71. 621, 28. 184. -96. 594. 1.000 424. O. 424 0.028 32 -71. -640. -28. 184. 108. 856. 1.000 595. D. 595. 0.040 ANCHOR 32 BRANCH CONN 24 TANGENV 24 49. 236. -23. 281. 174. 288. 2.096 618. O. 618. 0.041 34 49. 215. 23. -292. -174. 311. 1.000 310. O. 310. 0.021 TANGENT 34 -49. -215. -23. 292. 174. -311. 1.000 310. O. 310. 0.021 36 49. 168. 23. -316. -174. 361. 1.000 344. O. 344. 0.023 SR ELBOW 36 49. 168. -23. 316. 174. -361. 1.080 3 72. O. 372. 0.025 38 49. 133. 23. 327. 162. 311, 1.080 349. O. 349. 0.023 NT 38 49. 133. -23. 327. 162. 311. 1.000 323. O. 323. 0.022 i 40 49. 40. 23. -327. 115. 135. 1.000 251. D. 251. 0.017 TAnudNT 40 49. -40. 4 23. 327. 115. -135. 1.000 251. O. 251. 0.017 l 42 49. 19. 23. -327. -104. 121. 1.000 245. D. 245. 0.016 l WELDING VEE 42 i WELDING VEE 42 l TANGENT 42 0. 198. O. O. O. -152. 1.000 103. O. 103. 0.007 i 44 0. 176. O. O. O. 65. 1.000 44. O. 44. 0.003 TANGEN? 44 0. 176. O. D. O. -65. 1.000 44 O. 44. 0.003 45 O. 159. O. O. O. O. 1.000 0. O. O. 0.000 WELDING TEE 42 TANGENT 42 -49. 179. 23. 327. 104. 31. 1.000 232. O. 232. 0.015 46 49. -200. 23. -238. -81. -31. 1.000 171. O. 171. 0.011 ,
-TANGE07 46 -49. 200. -23. 238. 81. 31. 1.000 171. O. 171. 0.011 1 9006 49. -348. 23. 656. 80. 31. 1.000 446. O. 446. 0.030 !
l l 4
$5T. SYSTEMS,!NC. 110 PAGE NO. 19 -.'++ DST /PIPESTRESS ++ . iso monticello plant #1 version 3.4.03 IBM PC April 1992 l
l CALCULATION NUMBER 2913- CODE ANSI /ASME B31.1 ASME*1973 REV S73 dubovecky TIME = 08:55:50 12/15/97 LOADING CASE NOI 10 OPER WEIGHT ANALYSIS Deadweight
' EQUATION 11 SUSTAINED LOAD
============ $ TRESSES IN PSI ===9=======
GLOBAL P0lNT - FORCES IN POUNOS - - -- - - MOMENTS IN FOOT POUNDS .75 WEIGHT L PRES TOTAL STRESS NO. FX 'FY FZ MX MY MZ SIF STRESS STRESS STRESS. / SH LOCAL TANGENT 9006 -49. 348. -23. 656. -80. 31. 1.000 446. O. 446. 0.030 48 49. -496 23. 2034. 241. -31. 1.000 1381. D. 1381. 0.092 TANGENT 48 "50. -502. -23. 2034. 241. 31. 1.000 1381. O. 1381. 0.092 9007 50. 354, 23. 637, 78. -31, 1.000 433. O. 433. 0.029 TANGENT 9007 50. -354. -23. -637. 78. 31. 1.000 433. O. 433. 0.029 50 50. 205. 23. 275. -85. 31. 1.000 195. O. 105. 0.013 l TANGENT 50 50. -205. -23. 2 75. 85. 31, 1.000 195. O. 195. 0.013 l 52 -50. 184. 23. -366. -109. -31. 1.663 430. O. 430. 0.029 BRANCH CONN- 52 BRANCH CONN 52 TANGENT 52 26. 204. -21. 401. 4. 17. 1.663 450. O. 450. 0.030 54 26. 183. 21. -492. -16. -17. 1.000 332. O. 332. 0.022 TANGENT- 54 26. -183. -21. 492. 16. 17, 1.000 332. O. 332. 0.022 56 -26. 180. 21. -503. -17. -17. 1.000 340. O. 340. 0.023 , TANGENT 56 26. 180. -21. 503. 17. 17. 1.000 340. O. 340. 0.023 58 -26. 159. 21. 583. -30. 17. 1.000 393. O. 393. 0.026 WELDING TEE 58 WELDING TEE 58 TANGENT 58 23. 34. 70. 288. 79. 116. 1.000 216. O. 216. 0.014 60 23. 13. 70. -299. -90. -116. 1.000 224 O. 224. 0.015 i' 1T- 60 23. 13. 70. 299. 90. 116. 1.000 224 O. 224. 0.015 62 23. -11. 70. -299. 102. 116. 1.000 227. O. 227. 0.015
' RE.,sCER 62 23. 11. -70. 299. 102. 116. 1.500 341. O. 341. 0.023 64 -23. -21, 70. -293. -110. 116. 1.500 1408. O. 1408. 0.094 TANGENT 64 23. 21. 70. 293. 110. 116. 1.350 1267. O. 1267 0.084 66 23. 26, 70. -285. 118. -116, 1.000 927. D. 927. 0.062 ,
TANGENT 66 23. 26. -70. 285. 118. 116. 1.000 927. O. 927. 0.062 l 68 23. -33. 70. 2 73 . -128. -116. 1.000 90'. O. 907. 0.060 SR ELBOW 68 23. 33. -70, 2 73. 128. 116. 1.470 1334 O. 1334. 0.089 70 -23. -41. 70. -261. -112. 104. 1.470 1248. O. 1248. 0.083 TANGENT. 70 23, 41. -70, 261. 112, 104. 1.000 849. O. 849. 0.057 72 -23. - 76. - 70. -261. 52, 32. 1.000 753. O. 753. 0.050
._.________m. _ _ . . _ _
S S. T S Y S T E M $ , 1 N.C - 111 PAGE NO. 20
++ DST /PIPESTRESS ++ iso monticello platnt #1 version 3.4.03 IBM PC April 1992 r
/
CALCULATION NUMBER 2913 C00C ANSI /ASME B31.1 ASME 1973 REV S73 dubovecky TIMES 08:55:50 12/15/97 LOADING CASE NO. 10 OPER WEIGHT ANALYS!$ - Deadweight EQUATION 11 SUSTAINED LOAD
============ STRESSES IN PSI ===========
GLOBAL POINT - --- FORCES IN POUNDS -- -- --- MOMENTS IN FOOT POUNDS --- .75 WEIGHT L PRES TOTAL STRESS NO. FX FY FZ MX MY MZ SIF STRESS STRESS STRESS / SH LOCAL SR ELBOW 72 23. 76. -70. 261. -52. -32. 1.470 1106. O. 1106. 0.074 74 23. 84. 70. -284. 76. 50. 1.470 1233. O. 1233. 0.082 TANGENT 74 23. 84. 70. 284. -76. 50. 1.000 839. O. 839. 0.056 f 76 -23. -86 70. -296. 76. 47, 1.000 868. O. 868. 0.058 SR ELBOW 76 23. 86. -70. 296. 76. -47. 1.470 1277. O. 1277. 0.085 78 -23. -94. 70. -289. 68. 39. 1.470 1239. O. 1239. 0.083 TANGENT 78 23. 94. -70. 289. 68. -39. 1.000 842. 0. 842. 0.056 9008 23. -126. 70. 51. 18. 39. 1.000 187. 0. 187. 0.012 TANGENT 9008 23. 126. -70. 51. -18. -39. 1.000 187. O. 187. 0.012 80 23. 159. 70. 259. -32. 39. 1.000 740. O. 740. 0.049
- TANGENT. 80 23. -126. -70. 259. 32. 39. 1.000 740. O. 740. 0.049
) 180 -23. 116. 70. 178. -48. 39. 1.000 529. O. 529. 0.035 l SR ELBOW 180 23. -116. -70. 178. 48. -39. 1.470 777. O. 777. 0.052 182 -23. 108. 70. 141. 32. 2. 1.470 595. O. 595. 0.040 TANGENT 182 23. -108. -70. -141. 32. 2. 1.000 405. O. 405. 0.027 184 -23. 106. 70. 141. -23. 16. 1.000 401. O. 401. 0.027 SR ELBOW 184 23. -106. 70. -141. 20. 16. 1.470 590. O. 590. 0.039 185 23. 98. 70. 174. 11. -50. 1.470 751. O. 751. 0.050 TANGENT '185 23. -98. -70. -174. -11. 50. 1.000 511. O. 511. 0.034 186 -23. 95. 70. 191. 15. -50. 1.000 555. O. 555. 0.037 r 90W 186 23. -95. -70. -191. -15. 50. 1.470 816. O. 816. 0.054 188 -23. 87. 70. 198. 23. 58. 1.470 855. O. 855. 0.057 Th cNT 188 23. -87. -70. 198. 23. 58. 1.000 582. O. 582. 0.039 1 190 23. 78. 70. 151. 23. - 73. 1.000 477. O. 477. 0.032 ! 190 23. 78. -70. -151. 23. ' 73. 1.000 477. O. 477. 0.032 l !' TANGENT 192- 23. 72. 70. 127. 23. -81. 1.000 428. O. 428. 0.029 I l WELDING TEE 192 WELDING TEE 192 TANCENT 192 0. - 73. O. O. O. O. 1.000 0. O. O. 0.000 194 0. 67. ' O. O. O. O. 1.000 0. O. O. 0.000 TANGEN* 194 0. -67. 0. O. O. O. 1.000 0. O. O. 0.000 196 0. 63. D. O. O. O. 1.000 0. O. O. 0.000 WELDING TEE 192 TANGENT 192 23. O. -70. 127. -23. 81. 1.000 428. O. 428. 0.029-
'198 -23. -5. 70. 126. 31. -81, 1.000 430. O. 430. 0.029 I
l i l
SSV SVSTEMS,1NC. 112 PAGE NO. 21 oo DST /PIPEST3ESS oo iso monticello plant #1
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .Version . . . .3.4.03
. . . . .IBM
. .prll PC A 1992 CALCULATION NUMBER 2913 CODE ANS!/ASME B31.1 ASME 1973 REV 573 dubovecky TIME = 08:55:50 12/15/97 )
LOADING CASE NO. 10 OPER WEIGHT ANALYSIS Deadweight I' EQUATION 11 SUSTAINED LOAD l j ============ STRESSES IN PSI =========== GLOBAL POINT -- FORCES IN POUNDS **-
** MOMENTS IN FOOT POUNDS -- * .75 WEIGHT L PRES TOTAL STRESS NO. FX FY FZ MX MY MI S!F STRESS STRESS STRESS / SN LOCAL VANGENT 198 23. 5. -70. 126. -31. 81. 1.000 430. O. 430. 0.029 200 23. 8. 70. 125. 34. 81. 1.000 430. O. 430. 0.029 i SR ELBOW 200 23. 8. -70. 125. -34. 81. 1.470 632. O. 632. 0.042
, 202 23. -16. 70. 145. 42. -73. 1.470 693. O. 693. 0.046
- l. TANGENT 202 23. 16. -70. 145. -42. 73. 1.000 471. O. 471. 0.031 204 -23. -31. 70. 215. 42. -50. 1.000 632. O. 632. 0.042 ANCHC2 204 WELDING TEE 58 TANGENT 58 3. -125. 50. 295. 50. -99. 1.000 824. O. 824. 0.055 82 -3. 119. -50. 295.
j
- 29. 47. 1.000 843. O. 843. 0.056 j SR ELBOW 82 3. -119. 50. 295. 29. -47. 1.470 1239. O. 1239. 0.083 86 3. 111. -50. -257. 13. 9. 1.470 1062. 0. 1062. 0.071
)
TANGEN7 86 3. 111. 50, 257. 13. -9. 1.000 722. O. 722. 0.048 88 3. 81. -50. -68. 19. 9. 1.000 200. O. 200. 0.013 ] LR ELBOW 88 3. 81. 50. 68. -19. -9. 1.118 224. O. 224. 0.015 90 3. 75. -50. -40. 12. -3. 1.118 133. O. 133. 0.009 TANGENT 90 3. -75. 50. 40. -12. 3. 1.000 119. O. 119. 0.008 f 92 3. 65. -50. -5. -11. 38. 1.000 112. O. 112. 0.007 j SR ELBOW 92 3. 65. 50. 5. 11. 38. 1.470 164. O. 164. 0.011 94 -3. 57. -50, 26. -22. 53. 1.470 260. O. 260. 0.017 l ' NT- 94 3. 57. 50. -26. 22. 53. 1.000 177. O, 177. 0.012 I 96 3. 54. -50. 34. -22. -54. 1.000 189. O. 189. 0.013 I Sa LBOW 96 3. 54. 50. -34. 22. 54. 1.470 277. O. 277. 0.018 98 -3. 47 50. 67. -21. -55, 1.470 368. O. 368. 0.025 TANGENT- 98 3. -47. 50. -67. 21. 55. 1.000 250. O. 250. 0.017 9009 3. 8. 50. 137. 14. -55. 1.000 417. O. 417. 0.028 lTANGENT. 9009 3. -8. 50. -137. 14. 55. 1.000 417. O. 417. 0.028 9010 3. 31. -50, 107. -6. 55. 1.000 338. O. 338. 0.023 TANGENT 9010 3. 31. 50. 107. 6. 55. 1.000 338. O. 338. 0.023 9011 -3. -70. -50 -23. 1. 55. 1.000 167. O. 167. 0.011 TANGENT 9011 3. 70. 50. 23. -1. 55. 1.000 167. O. 167. 0.011 100 -3. -109. -50. 254. 8. -55, 1.000 731. O. 731. 0.049 SR ELBOW 100 3. 109. 50. 254. -8. 55. 1.470 1074. O. 1074. 0.072 102 3. 117. -50. 292. 7. 17. 1.470 1207. O. 1207. 0.080 1 F ' l
SSV SYSTEMS,!NC. 113 PAGE No. 22 , . . . . . . . . . . . . . . . . . . . . . .iso 9 DS7/PIPESTRESS o+
. .monticello
. . . . . .plant
. . #1
. . . . . . . . . . . . . . .Version . . . .3.4.03 . . . . .IBM
. .pril PC A 1992 CALCULAV!ON NUMBER 2913 CODE ANSI /ASME B31.1 ASME 1973 REV S73 dubovecky TIME 08:55:50 12/15/97 LOADING CASE NO. 10 OPER WEIGHT ANALYSIS - Deadweight EQUA? ION 11 SUSTAINEO LOAD
============ STRESSES IN PSI ===========
GLOBAL PolNT - - -- FORCES IN POUNDS - --- - MOMENTS IN FOOT POUNDS -- .75 WElGHT L PRES TOTAL STRESS NO. FX FY FZ MX MY M2 SIF STRESS STRESS STRESS / SH LOCAL DGEN7 102 3. 117. 50. 292. 7. 17, 1.000 821. O. 821. 0.055 104 3. 118. -50. 292. -11. 8, 1.000 820. O. 820. 0.055 DGEN7 104 3. 118. 50. 292. 11. 8. 1.000 820. O. 820. 0.055 106 -3. 123. 50. 292. 28. 33. 3.504 2902. O. 2902. 0.193 TCCH COWN 106 ENCH CONN 106 DGENT . 106 3. 195. 50. 292, 28. -33. 3.504 2902. O. 2902. 0.193 108 3. -201. -50. 309. 28. 34, 1.000 876. O. 876. 0.058 DGENT 108 3, 201. 50 309. 28. 34. 1.000 876. O. 876. 0.058 110 3. 202. -50. -313. 28. 34. 1.000 888. O. 888. 0.059 i EHOR' 110 ENCH CONN 106 DGENT 106 0. 73. O. O. O. O. 3.504 0. O. O. 0.000 112 0. 67. O. D. 0. O. 1.000 O. O. O. 0.000 DGEN7 112 0. 67. O. O. O. O. 1.000 0. O. O. 0.000 114 0. 63. O. O. O. O. 1.000 0. O. O. 0.000 CNCH CONN 52 i DGENT 52 24, 20. 3. -34. 105, 14. 1.663 182. O. 182. 0.012 l 116 -24. 34, 3. 36. 105. 3. 1.000 109. O. 109. 0.007 CGENT 116 24. 34. -3. 36, 105. 3. 1.000 109. O. 109. 0.007 118 -24. 49. 3. 37. -105. 10. 1.000 110. O. 110. 0.007
.0W 118 24. 49. -3. -37. 105. 10. 1.615 177. O. 177. 0.012 120 -24. 72. 3. 8. -93. 22. 1.615 152. O. 152. 0.010 CGENT 120 24. 72. 3. 8. 93. 22. 1.000 94. O. 94. 0.006 9012 24. -165. 3. 376. 15. 22, 1.000 3 70. O. 370. 0.025 CGENT' 9012 24. 165. -3. 376. 15. 22, 1.000 370. O. 370. 0.025 122 -24. 258, 3. 1062. 63. 22. 1.000 1045. O. 1045. 0.070 CGENT 122 -3. -269 3, 1062. -63. 22. 1.000 1045. O. 1045. 0.070 9013 3. 183. 3. 384. 55. 22. 1.000 .382. O. 382. 0.025 CGE07 9013- 3. 183. 3. 384. 55. -22. 1.000 382. O. 382. 0.025 9014 3. 97. 3. 36. 46, 22, 1.000 61. O. 61. 0.004 CGENT 9014 -3. 97. 3. 36. 46. 22. 1.000 61. O. 61. 0.004 9015 3. 11. 3, 198, 38. 22, 1.000 199. O. 199. 0.013 CGENT 9015 3. -11. 3. -198. 38. -22. 1.000 199. O. 199. 0.013 124 3. -75. 3. 102, 30. 22. 1.000 106. O. 106. 0.007
} SST SY$TEMS,1NC. 114 PAGE NO. 23 {. p .................................................................. , oo DST /P!PESTRESS o+ iso monticello plant #1 version 3.4.03 IBM PC April 1992 l CALCULATION NUMBER 2913 CODE ANSI /ASME B31.1 ASME 1973 REV S73 dubovecky TIME = 08:55:50 12/15/97 LOADING CASE NO. 10 OPER WEIGHT ANALYSIS Deadweight EQUATION 11 SUSTAINED LOAD
============ STRESSES IN PSI ===========
GLOBAL POINT - FORCES IN POUNOS - -
- MOMENTS IN FOOT POUNDS --- .75 WE!GHT L PRES TOTAL STRESS i NO. FX FY FZ MX MY MZ SIF STRESS STRESS STRESS / SH I LOCAL I TANGENT 124 3. -94. -3. 102. 30. 22. 1.000 106. O. 106. 0.007 9016 3. 2. 3. 256. 21. 22. 1.000 253. O. 253. 0.017 TANGEN7 9016 3. 2. 3. -256. 21. -22. 1.000 253. O. 253. 0.017 9017 3. 89. 3. 117. 12. 22. 1.000 118. O. 118. 0.008 TANGENT 9017 -3. 89. 3. -117. 12. -22, 1.000 118. O. 118. 0.008 9018 3. 181. 3. -315. 4. 22. 1.000 310. D. 310. 0.021 l TANGENT 9018 3. 181. -3, 315. -4. 22. 1.000 310. O. 310. 0.021 l 9019 3. 2 73 . 3. 1041. 5. 22, 1.000 1022. O. 1022. 0.068 TANGENT 9019 -3. 273. 3, 1041. 5. 22, 1.000 1022. O. 1022. 0.068 l 126 3. 364. 3. 2061. 14. 22, 1.000 2023. O. 2023. 0.135 TANGEN7 126 -4. -454. -3. 2061. 14. 22. 1.000 2023. O. 2023. 0.135 9020 4. 361. 3. 73 8. 27. 22. 1.000 725. O. 725. 0.048 TANGENT 9020 -4. -361. -3. 738. 27. 22. 1.000 725. O. 725. 0.048 128 4. 267. 3. 283. -39. 22. 1.000 281. O. 281. 0.019 SR ELBOW 128 4. 267. 3. 283. 39. -22. 1.615 454. O. 454. 0.030 130 4. 245. 3. 411. 40. 106. 1.615 676. O. 676. 0.045 TANGEN7 130 -4. 245. 3. -411. 40. 106. 1.000 419. O. 419. 0.028 9021 4. 195. 3. 411. 36. 491, 1.000 630. O. 630. 0.042 l 7ACGENT 9021 -4. 195. -3. 411. 36, 491. 1.000 630. O. 630. 0.042 132 4. 145. 3. 411. 31. 788. 1.000 873. O. 873. 0.051
! 9 W 132 4. 145. -3. 411. 31, 788, 1.000 8 73. O. 873. 0.058 l .. 9022 4. 48. 3. 411. 23. 1112. 1.000 1164. O. 1164. 0.078 i T 6 cNT 9022 4. 48. 3 '. -411. 23, 1112. 1.000 1164. O. 1164. 0.078 l 9023 4. 49. 3. 411. 14. 1110. 1.000 1162. O. 1162. 0.077 TANGENT 9023 4. 49. 3. -411. 14 1110. 1.000 1162. O. 1162. 0.077 9024 4. -146. 3. 411. -6. -782. 1.000 867. O. 867. 0.058 VANGENT 9024 4. 146. 3. -411. 6. 782. 1.000 867. O. 867. 0.058 134 4. -242, 3. 411. 3. -127. 1.000 422. O. 422. 0.028 SR ELBOW 134 4. 242. -3. 411. 3. 127. 1.615 682. O. 682. 0.045 136 4 265. 3. 284, 2. O. 1.615 450. O. 450. 0.030 l' TANGENT 136 4. 265. -3. 284 2. O. 1.000 279. O. 279. 0.019 138 4. 267. 3. 262. 2. O. 1.000 257. O. 257. 0.017 l 7ANGENT 138 4. 517. 3. 262. 2. O. 1.Ono 257. O. 257. 0.017 140 4. 531. 3. O. O. O. 1.000 0. O. O. 0.000 i l l l l I'
S S T 'S Y'S T E M S , 1 N C . 115 PAGE NO. 24
- DST /P!PESTRESS ++ iso monticello plant #1 Version 3.4.03 IBM-PC April 1992
...............-................................ . . ................. I CALCULATION NUMBER 2913 CODE ANSI /ASME . B31.1 ASME-1973 REV ST3 dubovecky TIME = 08:55:50 12/15/97 LOADING CASE No. 10 OPER WEIGHT ANALYSIS - Deadweight EQUATION 11 SUSTAINED LOAD
============ STRESSES IN PS! ===========
GLOBAL-. POINT ****** FORCES IN POUNDS - --- MOMENTS IN FOOT POUNDS --- .75 WElGHT L PRES TOTAL STRESS NO. FX FY F2 MX MY M2 SIF STRESS STRESS STRESS / SH LOCAL MAX STRESS RATIO = 0.193 AT POINT 106 I i I l l. __. . _ _ _ _ _ _ _ _ . _ . - _ _ _ _ _ _ . _ . . _ . _ _ _ _ __ _ _ _ _ _ _ _ . . _ _ _ .__-_____m .____.__m____ _ _ _ . _ _ _ _ _ _ _ _ _ . _ _ _ _ _ ._
i [ SST SYSTEMS,INC. 116 PAGE No. 25 t-l ++ DST /PIPESTRESS ++ iso monticello plent #1
...................................... . . . . . . . . . .Version
. . . .3.4.03
. . . . .IBM
. .pril PC A 1992 CALCULATION NUMBER 2913 ' CODE ANSI /ASME B31.1 ASME 1973 REV $73 dubovecky TIMES 08:55:50 12/15/97 l
i LOADING CASE NO. 10 OPER WEIGHT ANALYSIS - Deadweight EQUATION 11 SUSTAINED LOAD
===ss==ssssa STRESFES IN PSI ===========
LOCAL POINT - --- FORCES IN POUNDS - ---- ---- MOMENTS IN FOOT POUNDS - - .75 - WE!GHT L PRES TOTAL STRESS NO. SHEAR 1 SHEAR 2 AXIAL BEND.1 BEND.2 TORSION S!F STRESS STRESS STRESS / SH (X) (Y) (2) (X) (Y) (2) i ANCHOR 2
- TANGENT I -5. 333. 28. 690. -66. 22. 1.000 555. O. 555. 0.037
% 5. 267 -28. -140. 57. -22. 1.000 122. O. 122. 0.008 SR ELBOW 4 267. -5. 28. 57. 140. 22. 1.317 161. O. 161. 0.011 l 6 28. 5. -238, 25. -28. -55. 1.317 70. O. 70. 0.005 I . TANGENT 6 28. 5. 238, 25. -28. 55. 1.000 53. O. 53. 0.004 8 28. -5. 129. 39 112. -55. 1.000 105. O. 105. 0.007 SR ELBOW 8 28. 5. 129. 39. 112. 55. 1.317 138. O. 138. 0.009 10 100. -5. -28. 52. 69. 42. 1.317 *01. O. 101. 0.007 TANGENT 10 -5. -100. 28. 69. -52. 42. 1.000 77. O. 77. 0.005 12 5. 88. 28. 37. 51. -42. 1.000 61. O. 61. 0.004
. SR ELBOW 12 5. -88. 28. 37. -51. 42. 1.317 80. O. 80. 0.005 l 14 28. 59. 5. 79. 34. -1. 1.317 91. O. 91. 0.006 TANGENT 14 -28. -59. 5. -79. -34. 1. 1.000 69. O. 69. 0.005 9001 28. -59. 5. 78. -57. -1. 1.000 77. O. 77. 0.005 i TANGENT 9001 28. 59. 5. 78. 57. 1. 1.000 77. O. 77. 0.005 16 28. 178. 5. 307. -148. 1. 1.000 273. O. 2 73. 0.018 TANGENT- . 16 25. 179. -5. 307. 148. 1. 1.000 2 73. O. 273. 0.018 9002 25. 58. 5. 88. -66. 1, 1.000 88. O. 88. 0.006
.NT 9002 25. -58. -5. -88. 66. 1. 1.000 88. O. 88. 0.006 9003 25. -64 5. 78. 16. -1, 1.000 64. O. 64. 0.004 TA a NT 9003 25. 64. 5. 78. -16. 1, 1.000 64, 0, 64 0.004 18' 25. 185. 5. 337. 99. -1. 1.000 282. O. 282. 0.019 I TANGENT 18 22. 207. 5. 337. 99. 1. 1.000 282. O. 282. 0.019 9004 22. 104 5. 103. 37. -1. 1.000 88. O. 88. 0.006 TANGENT 9004 22. 104. -5. -l03. 37. 1. 1.000 88. O. 88. 0.006 9005 22. 1. 5. 251. -24. -1, 1.000 202. O. 202. 0.013 TANGENT 9005 22. 1. -5. 251. 24. 1. 1.000 202. O. 202. 0.013 20 22. 103. 5. 106. -86. 1. 1.000 109. O. 109. 0.007 i SR ELBOW 20 -22. 103. 5. -106. 86. 1. 1.317 144. O. 144. 0.010 22 -5. 131. 22. 58. -94. 48. 1.317 127. O. 127. 0.008 TANGEkT 22 b. 131. -22. 58. 94. 48. 1.000 96. O. 96. 0.006 l 23 -5. -133. 22. 62. -94. 48. 1.000 98. O. 98. 0.007 l TANGENT 23 133. 5. 22. 94. 62. -48. 1.000 98. O. 98. 0.007 l 24 150. -5. 22. 92. -128, 48. 2.096 277. O. 277. 0.018 I
l' l l
SST SYSTEMS,1NC. 117 PAGE NO. 26
++ OST/PIPESTRESS ++ iso monticello plant #1 Version 3.4.03
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .IBM. .pril PC A 1992 ALCULATION NUMBER 2913 CODE ANSI /ATME B31.1 ASME 1973 REV $73 dubovecky TIME = 08:55:50 12/15/97 LOADING CASE No. 10 OPER WEIGHT ANALYSIS - Deadweight EQUATION 11 SUSTAINED LOAD
=========r== STRESSES IN PS! ===========
LOCAL POINT - - - FORCES IN POUNDS -- -- MOMENTS IN FOOT POU4 S - .75 WEIGHT L PRES TOTAL STRESS NO. SHEAR 1 SHEAR 2 AXIAL BEND.1 BEND.2 TORSION 51~ STRESS STRESS STRESS / SM (X) (Y) (2) (X) (Y) (2) ) RANCH CONN 24 ]DANCH COUN 24 JANGENT 24 -71. 28. -386. 233. -416. 82. 2.096 683. O. 683. 0.046 26 71, 28, 407. -219. 383. -82. 1.000 302. D. 302. 0.020 ?ANGENT 26 71. 28. 407. 219. 383. 82. 1.000 302. O. 302. 0.020 28 71. 28. 425. 209. 355. 82. 1.000 283. O. 283. 0.019 lANGENT 28 71. 28. -568. -209. 355. 82. 1.000 283. O. 283. .0.019 ' 29 -71. 28. 585. 198. -328. 82. 1.000 264. O. 264. 0.018 % ELBOW 29 71. 28. -585. 198. -328. 82. 1.080 285. O. 285. 0.019 31 621. 28, 71. 96. 594. 184 1.080 458. O. 458. 0.031 lANGENT 31 28. 621. 71. 594. 96. 184 1.000 424 O. 424. 0.028 32 -28. -640. 71. -856. 108. 184 1.000 595. O. 595. 0.040 !NCHOR 32 ) RANCH CONN 24 lANGENT 24 49. 23. 236. 281. 288. 174 2.096 618. O. 618. 0.041 34 -49, 23. 215. 292. 311. -174. 1.000 310. O. 310. 0.021 TG0 GENT 34 -49. 23. 215. 292. 311. 174. 1.000 310. O. 310. 0.021 36 49 23. 168. -316. 361. -174. 1.000 344 D. 344 0.023 D EL80W 36 49. 23. -168. 316. 361. 1 74. 1.080 p. O. 372. d.025 38 133. 23, 49. 162. 311. -327. 1.080 349. O. 349. 0.023
.T 38 23. 133. 49. 311. 162. 327. 1.000 323. O. 323. 0.022 40 23. 40, 49. 135. 115. 327. 1.000 251 0. 251. 0.017 fCNGENT 40 23. -40. 49. 135. 115. 327. 1.000 251 O. 251. 0.017 !
42 23. 19. 49. 121. 104. 327. 1.000 24'. . O. .245. 0.016 2LDING TEE 42 2LDING TEE 42 fCNGENT 42 0. -198. O. 152. O. O. 1.000 103. D.' 103. 0.007 44 0. 176. O. 65. O. O. 1.000 44. O. 44. 0.003 FQNGENT 44 0. 176. O. d. O. O. 1.000 44. O. 44 0.003 45 0. 159. O. O. O. O. 1.000 0. D. O. 0.000 2LDING TEE- 42 FQNGENT 42 -49. 179. 23. 327. -104. -31. 1.000 232. O. 232. 0.015 46 49. 200. 23. -238. 81. 31. 1.000 171. O. 171. 0.011 !CNGENT 46 49. 200. 23. 238. 81. 31. 1.000 171. O. 171. 0.011 9006 49. 348. 23. -656. 80. 31, 1.000 446. O. 446. 0.030 i i l l l l l _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _J
5ST SYSTEM $,1NC. 118 PAGE NO. 27
++ DST /P!PESTRESS ++ iso monticello plant #1
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .Version . . . .3.4.03
. . . . .IBM
. .pril PC A 1992 CALCULATION NUMBER 2913 CODE ANSI /ASME B31.1 ASME-1973 REV S73 dubovecky TIMES 08:55:50 12/15/97 LOADING CASE NO. 10 OPER WEIGHT ANALYSIS Deadweight EQUATION 11 SUSTAINED LOAD l ============ STRESSES IN PSI ===========
LOCAL ' Po!NT - - FORCES IN POUNDS - -
-- MOMENTS IN FOOT POUNDS .75 WEIGHT L PRES TOTAL STRESS NO. ' SHEAR 1 SHEAR 2 AXIAL' BEND.1 BEND.2 TOR $10N SIF STRESS STRESS STRESS / SH i (X)' (Y) (Z) (X) (Y)- (Z) 1 TANGENT 9006 49. '348. 23, 656. -80. -31. 1.000 446. O. 446. 0.030 48 -49. 496. 23. 2034 241. 31. 1.000 1381. O. 1381. 0.092 i TANGENT 48 50. -502. 23. 2034. -241. -31. 1.000 1381. O. 1381. 0.092 9007 50. 354 -23. -637. 78. 31. 1.000 433. O. 433. 0.029 l TANGENT 9007 50. 354, 23. 637. -78. -31, 1.000 433. O. 433. 0.029 I 50 ' 50. 205. -23. 275. -85. 31. 1.000 195. O. 195. 0.013 l TANGENT. 50 ' 205. 50, 23. 85. -275. -31. 1.000 195. O. 195. 0.013 52 -184 50. -23. 109. 366. 31. 1.663 430. D. 430. 0.029 BRANCH COUN 52 BRANCH CONN 52 l TANGENT 52. 204. -26. 21. -4. -401. 17. 1.663 450. O. 450. 0.030 54 183. 26. -21. 16. 492. 17. 1.000 332. O. 332. 0.022 TANGENT' 54 26. -183. 21. -492. 16. -17. 1.000 332. O. 332. 0.022 56 26. 180. 21. 503. 17. 17. 1.000 340. O. 340. 0.023 TANGENT 56 26. 180. 21. 503. -17. 17. 1.000 340. G. 340. 0.023 53 26. -159. 21. -583. 30, 17. 1.000 393. O. 393. 0.026
- WELDING TEE 58 WELDING TEE' 58 TANGENT 58 23. 34 70, 288. -79. -116. 1.000 216. 0. 216. 0.014 60 -23. 13. 70. 299. 90. 116. 1.000 224. O. .224 0.015
.T 60 23. 13. 70. -299. 90. -116. 1.000 224. O. 224. 0.015 62 23. 11. -70. 299. -102. 116. 1.000 227. D. 227. 0.015 REDUCER 62 -23. 11, 70. 299. 102. 116. 1.500 341. O. 341. 0.023 i 64 ' 23. 21. -70. 293. 110. 116. 1.500 1408. 1408 0.094 64 21. 70.
O. ) TANGENT -23, -293. 110. -116. 1.350 1267. O. 1267. 0.084 1 66 23. 26. -70. 285. 118, 116. 1.000 927. O. 927. 0.062 l TANGENT 66 -23. '26, 70. 285. 118. 116. 1.000 927. O. 927. 0.062 68 23. -33. 70. 273. -128, 116. 1.000 907. O. 907. 0.060 SR ELBOW 68 23. -33. 70. 2 73 . -128. -116. 1.470 1334. O. 1334 0.089 70 70. 41. 23. 104. 112. -261. 1.470 1248. O. 1248. 0.083 TANGENT 70 70. 41. 23. 104 112. 261. 1.000 849. O. 849. 0.057
. 72 70. 76. 23. -32. 52. -261. 1.000 753. O. 753. 0.050 -
I i
SS7 S'T S T E M S , 1 N C . 119 PAGE NO. 28 l l oo DST /P!PESTRESS oo Iso monticGllo pl0nt 01 Version 3.4.03 IBM PC April 1992 1 i CALCULATION NUMBER 2913 CODE ANSI /ASME B31.1 ASME 1973 REV 573 dubovecky TIME = 08:55:50 12/15/97 LOADING CASE NO. 10 OPER WEIGHT ANALYSIS Deadweight EQUATION 11 SUSTAINE0 LOAD
============ STRESSES IN PSI ===========
LOCAL POINT- - FORCES IN POUNDS' - -
- - MOMENTS IN FOOT POUNDS .75 WEIGHT L PRES TOTAL STRESS NO. SHEAR 1 SHEAR 2 AXIAL BEND.1 BEND.2 TORSION SIF STRESS STRESS STRESS / SH (X) (Y) _( 2) (X) (Y) (Z)
, SR ELBOW 72 76. 70. 23. 52. 32. 261. 1.470 1106. O. 1106. 0.074 74 23. 70. 84. 284. 50. 76. 1.470 1233. O. 1233. 0.082
~TANGEN7 74 23. 70. 84 284. 50. -76. 1.000 839. O. 839. 0.056 1 76 23. 70. -86. 296. 47. 76. 1.000 868. O. 868. 0.058 ;
SR ELBOW 76 70. -23. 86. 47. -296. 76. 1.470 1277. O. 1277. 0.085
. 78 94. 23. 70. 68. 289. 39. 1.470 1239. O. 1239. 0.083 l VANGENT 78 -23. 94. 70. 289. -68. 39. 1.000 842. O. 842. 0.056 I
9008 23. 126. -70. 51. -18. -39. 1.000 187. O. 187. 0.012 TANGEN7 9008 23, 126. 70. -51. 18. 39. 1.000 187. O. 187. 0.012 80 23. 159. 70. 259. -32. 39. 1.000 740. O. 74 0. 0.049
'VANGENT. 80 -23. 126, 70. 259. 32. 39. 1.000 740. O. 740. 0.049 180 23. 116. 70. 178. -48. -39. 1.000 529. O. 529. 0.035 SR E8.80W - 180 23. 116. 70. -178. -48. 39. 1.470 777. D. 777. 0.052 182 70. 108. 23. 2. 32. 141. 1.470 595. O. 595. 0.040 TANGEN7 182 70. 108, 23, 2. 32. 141. 1.000 405. O. 405. 0.027 184 70. 106. -23. 16. 20. 141. 1.000 401. O. 401. 0.027 SR ELBOW 184 70. 106. 23. 16. 20. -141. 1.470 590. O. 590. 0.039 185 23. -98. 70. 174. 11. 50. 1.470 751. O. 751. 0.050 VANGENT 185 23. 98. 70. 174. 11, 50. 1.000 511. O. 511. 0.034 186 23. 95. 70. 191. 15. 50. 1.000 555. O. 555. 0.037
. .0W 186 95 23. 70. -15. 191. 50. 1.470 816. O. 816. 0.054 188 -70. 23. 87. 58. -198. 23. 1.470 855. O. 855. 0.057 TANGEN7 188 23. 70. 87. 198. -58. -23. 1.000 582. O. 582. 0.039 190 23. -70. 78. 151. 73. 23.' 1.000 477. O. 477. 0.032 TANGENV 190 70. 23. 78. 73. -151. 23. 1.000 477. O. 477. 0.032 l 192 70. 23, 72. 81. 127. 23. 1.000 428. O. 428. 0.029 !
WELDING TEE 192 WELDING TEE 192 TANGENT 192 0. O. 73. D. O. O. 1.000 0. O. O. 0.000 l t 194 0. O. 67. O. O. O. 1.000 0. O. O. 0.000 i TANGENT 194 0. 0. -67. O. O. D. 1.000 0. O. O. 0.000 i 196 0. O. 63. O. O. O. 1.000 0. O. O. 0.000 WELDING TEE 192 TANGENT 192 0, 23. 70. -23. 127. 81. 1.000 428. O. 428. 0.029 198- 5. 23. 70. 31. -126. 81. 1.000 430. O. 430. 0.029
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$$T SY$TEMS,1NC. 120 PAGE No. 29
++ DST /PIPESTRESS ++ iso monticetto plant #1
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . version . . . . 3.4.03
. . . . . IBM
. .pri,l PC A 1992
( CALCULATION NUMBER 2913 CODE ANSI /ASME B31.1 ASME-1973 REV $73 dubovecky TIME = 08:55:50 12/15/97 LOADING CASE No. 10 OPER WElGHT ANALYSIS - Deadweight EQUATION 11 SUSTAINED LOAD
============ STRESSES IN PSI ===========
LOCAL POINT - -- - FORCES IN POUNDS -- -- - MOMENTS IN FOOT POUNDS -- .75 WE!GHT L PRES TOTAL STRESS NO. SHEAR 1 SHEAR 2 AXIAL BEND.1 BEND.2 TORSION SIF STRESS STRESS STRESS / SH l (X) (Y) (2) (X) (Y) (Z) l '. TANGENT 198 .23. 5. -70. -126. -31. 81. 1.000 430. O. 430. 0.029 l 200 23. 8. 70. 125. 34. -81. 1.000 430. 430. O. 0.029 lSRELBOW 200 -8. 23. -70. 34. 125. 81. 1.470 632. O. 632. 0.042 202 70. 23. 16. 73. 145. -42. 1.470 693. O. 693. 0.046 n TANGENT 202 23. 70. 16. 145. 73. 42. 1.000 471. O. 471. 0.031 l 204 23. 70. 31, 215. -50. -42. 1.000 632. O. 632. 0.042 i ANCHOR 204 WELDING TEE 58 ' TANGENT 58 50. 125. 3. 99. -50. 295. 1.000 824. O. 824. 0.055 l ! 82 50. 119. . 3. 47. 29. -295. 1.000 843. O. 843. 0.056 l SR ELBOW 82 50. 119. 3. 47, 29. 295. 1.470 1239. O. 1239. 0.083 86 3. -111. 50. 257. 13. 9. 1.470 1062. O. 1062. 0.071 t TANGENT 86 3. 111. 50. 257. -13. -9. 1.000 722. O. 722. 0.048 l 88 -3. 81. -50. 68. 19. 9. 1.000 200. O. 200. 0.013 f LR ELBOW 88 3. 81. 50. 68. -19. -9. 1.118 224. D. 224. 0.015 90 33. 75. 37. -27. 12. -31. 1.118 133. O. 133. 0.009 ' TANGENT 90 33. - 75 . 37. 27. -12, 31. 1.000 119. O. 119. 0.008 92 33, 65. -37. 23. -11. -31. 1.000 112. O. 112. 0.007 SR ELBOW 92 65. 33. 37. 11. 23. 31. 1.470 164. O. 164 0.011 94 37. 33. 57. 19. -56. 22. 1.470 260. O. 260. 0.017 l si 94 3. -50. 57. 26. -53, 22. 1.000 177. O. 177. 0.012 96 -3. 50. 54. 34. 54. -22. 1.000 189. O. 189. 0.013 i SR ELBOW 96 50. 3. 54. 54. 34. 22. 1.4 70 277. O. 277. 0.018 98 -47. -3. -50. 21. 67. -55. 1.470 368. O. 368. 0.025 iTANGENT 98 3. -47. 50. -67. 21, 55. 1.000 250. O. 250. 0.017 9009 -3. 8. -50. 137. 14. -55. 1.000 417. O. 417. 0.028 iTANGENT 9009 3. -8. 50. 137. 14. 55. 1.000 417. O. 417. 0.028 9010 -3. -31. -50, 107. -6. -55. 1.000 338. O. 338. 0.023 !1ANGENT 9010 3. 31. 50. -107. 6. 55. 1.000 338. O. 338. 0.023 9011 3. 70. -50. 23. 1. -55. 1.000 167. O. 167. 0.011 TANGENT 9011 3. 70. 50, 23. 1. 55. 1.000 167. O. 167. 0.011 100 -3. 109. -50. -254. 8. -55. 1.000 73 1. O. 731. 0.04 9 iSR ELBOW 100 3. 109, 50. 254. -8. 55. 1.470 1074. O. 1074. 0.072 102 50. 117. 3. 17. -7. 292. 1.470 1207. O. 1207. 0.080 I I l
SS7 5Y$VEMS,1NC. 121 PAGE No. 30
. . . . . . . . . . . . . . . . . . . . . . . iso oo DS7/PIPESTRESS ++
. .monticello
. . . . . .plant
. . .#1. . . . . . . . . . . . . .version
. . . .3.4.03
. . . . .IBM . .pril PC A 1992 CALCULATION NUMBER 2913 CODE ANSI /ASME B31.1 ASME-1973 REV S73 dubovecky TIME = 08:55:50 12/15/97 LOADING CASE NO. 10 OPER WEIGHT ANALYSIS Deadweight EQUATION 11 SUSTAINE0 LOAD
============ STRESSES IN PSI ===========
LOCAL Po!NT --- FORCES IN POUNOS -
- MOMENTS IN FOOT POUNDS - .75 WEIGHT L PRES TOTAL STRESS NO. SHEAR 1 SHEAR 2 AXIAL BEND.1 BEND.2 TORSION SIF STRESS STRESS STRESS / SH (X) (Y) (Z) (X) (Y) (Z)
TANGENV 102 50. 117. 3. 17, 7. 292. 1.000 821. O. 821. 0.055 104 50. -118. -3. 8. 11. 292. 1.000 820. O. 820. 0.055 TANGECT 104 118. -50. 3. 11. -8. 292. 1.000 820. O. 820. 0.055 106 123. 50. -3. 28. -33. -292. 3.504 2902. O. 2902. 0.193 BRANCH CONN 106 BRANCH CONN 106 TANGENT 106 3. 50. -195. 292. -33. 28. 3.504 2902. O. 2902. 0.193 108 -3. -50. 201. -309, 34. 28. 1.000 876. O. 876. 0.058 TANGEN7 108 3. 50. -201. 309. -34. -28. 1.000 8 76. O. 8 76. 0.058 110 -3. 50, 202. 313, 34. 28, 1.000 888. O. 888. 0.059 AJCHOR 110 BRANCH CC~N 106 TANGEN7 106 0. O. 73. O. O. D. 3.504 0. D. O. 0.000 112 0. O. 67. O. D. O. 1.000 0. 0. O. 0.000 TANGENT 112 0. O. -67. O. O. O. 1.000 0. O. O. 0.000 114 0. O. 63. O. O. O. 1.000 0. O. O. 0.000 BRANCH CONN 52 TANGEN7 52 3. 24. -20. -14 34. -105. 1.663 182. O. 182. 0.012 116 3. -24. 34. 3. 36. 105, 1.000 109. O. 109. 0.007 9 NT 116 24. 3. -34. 36. 3. -105. 1.000 109. O. 109. 0.007 118 24. 3. 49. 37. 10. 105. 1.000 110. O. 110. 0.007 So a BOW 118 3. -24. 49. -10. 37. -105. 1.615 177. O. 177. 0.012 120 72. 24, 3. -93. 8. 22. 1.615 152. O. 152. 0.010 TANGEN7 120 24. 72. 3. 8. 93. -22. 1.000 94. O. 94. 0.006 9012 -24. -165. 3. 376. -15. 22. 1.000 370. O. 370. 0.025 TANGENT 9012 24. 165. -3, 376. 15. -22, 1.000 370. O. 3 70. 0.025 122 24 -258, 3. -1062. 63. 22. 1.000 1045. O. 1045. 0.070 TANCENT 122 3. -269. 3. 1062. 63. -22. 1.000 1045. O. 1045. 0.070 9013 3. 183. 3. -384. 55. 22. 1.000 382. O. 332. 0.025 ; TANGENT 9013 -3. -183. -3. 384. 55. 22, 1.000 382. O. 382. 0.025 9014 3. 97. 3. 36. 46, 22. 1.000 61. O. 61. 0.004 TANGEN? 9014 -3. -97. 3. 36. -46. 22. 1.000 61. O. 61. 0.004 9015 3. 11. 3. 198. 38. 22. 1.000 199. O. 199. 0.013 TANGENT 9015 3. 11 3. 198. 38. -22. 1.000 199. O. 199. 0.013 124 3. 75. 3. 102, 30. 22. 1.000 106. O. 106. 0.007
SST SYSTEMS,1NC. 122 PAGE NO. 31 l ++ DST /PIPESTRESS ++ iso monticello plant #1 Version 3.4.03 IBM PC April 1992 j
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CALCULATION NUMBER 2913 CODE ANSI /ASME B31.1 ASME-1973 REV $73 dubovecky TIME. 08:55:50 12/15/97 LOADING CASE NO. 10 OPER WElGHT ANALYSIS Deadweight EQUATION 11 SUSTAINED LOAD l
............ S m m S ,N ,SI ........... )
LOCAL POINT - -"- FORCES IN POUNDS - "- - -- MOMENTS IN FOOT POUNDS "" .75 WElGHT L PRES TOTAL STRESS NO. SHEAR 1 SHEAR 2 AXIAL BEND.1 BEND.2 TOR $10N SIF STRESS STRESS STRESS / SH (X) (Y) (2) (X) (Y) (Z) TANGENT 124 -3. 94. 3. -102. -30. -22. 1.000 106. O. 106. 0.007 9016 3. 2, 3. 256. 21. 22. 1.000 253. O. 253. 0.017 TANGENT 9016 -3. 2. -3. -256. -21. -22. 1.000 253. O. 253. 0.017 9017 3. -89. 3, 117. 12. 22. 1.000 118. O. 118. 0.008
~ TANGENT 9017 3. 89. -3. 117. -12. -22. 1.000 118. O. 118. 0.008 i 9018 3. -181. 3. -315. 4. 22. 1.000 310. O. 310. 0.021 TANGENT 9018 3. 181. -3. 315. -4. 22. 1.000 310. 0, 310. 0.021 9019 3. 2 73. 3. 1041. 5. 22. 1.000 1022. O. 1022. 0.068 TANGENT 9019
- 3. 2 73. -3. 1041. 5. -22. 1.000 1022. 0. 1022. 0.068 .
126 3. -364. 3. 2061. 14, 22. 1.000 2023. O. 2023. 0.135 I TANGENT 126 4. -454. 3. 2061. 14. -22. 1.000 2023. O. 2023. 0.135 9020 4. 361. 3. -738. -27. 22. 1.000 725. O. 725. ,0.048 TANGENT 9020 -4. -361. -3. 738. 27. 22. 1.000 725. O. 725. 0.048 128 4. 267. 3. 283. -39. 22. 1.000 281. O. 281. 0.019 SR ELBOW 128 -4. 267. 3. -283. 39. -22. 1.615 454. O. 454. 0.030 i 130 -3. 245. 4 106. -40. 411. 1.615 676. O. 676. 0.045 J TANGENT 130 3. 245. 4. -106. 40. -411. 1.000 419. O. 419. 0.028 9021 -3. '195. 4 491. -36, 411. 1.000 630. O. 630. 0.042 TANGENT 9021 3. -195. -4 -491. 36. -411, 1.000 630. O. 630. 0.0t 2 132 3. 145. 4, 788. 31. 411. 1.000 873. O. 8 73 0.058 af 132 3. -145. -4. -788. 31. -411. 1.000 873. O. 8 73 . 0.058 9022 -3. 48. 4. 1112. -23. 411. 1.000 1164. O. 1164. 0.07& TANGENT 9022 3. 48. -4. 1112. 23. 411. 1.000 1164. O. 1164. 0.078 9023 3. 49. 4. 1110. -14. 411. 1.000 1162. O. 1162. 0.077 TANGENT 9023 3. 49. 4. -1110. 14. -411. 1.000 1162. O. 1162. 0.077 9024 -3. 146. 4. 782. -6. 411. 1.000 867. O. 867. 0.058 TANGENT 9024 3. 146. -4. 782. 6. 411. 1.000 867. O. 867. 0.058
.134 3. -242. 4. 1?7. 3. 411. 1.000 422. O. 422. 0.028 SR ELBOW 134 3. -242. 4. 127. 3. 411. 1.615, 682. O. 682. 0.045 136 t. . 265. 3. 284. 2. O. 1.615 450. O. 450. 0.030 l TANGENT 136 4. 265. -3. 284. -2. O. 1.000 279. O. 279. 0.019 138 4. -267. 3. 262. 2. O. 1.000 257. O. 257. 0.017 i TANGENT.- 138 4. 517. 3. 262. 2. O. 1.000 257. O. 257. 0.017 140 4. -531. 3. . O. O. O. 1.000 0. O. O. 0.000 l
l i i l I l l
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$5T SVSTEMS, INC. 123 PAGE No. 32 oo DST /PIPESTRESS oo Iso monticello plant #1
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .Version . . . .3.4.03
. . . . .IBM
. .pril PC A 1992 CALCULATION NUMBER 2913 CODE ANSI /ASME B31.1 ASME 1973 REV $73 dubovecky TIME = 08:55:50 12/15/97 LOADING CASE NO. 10 OPER WEIGHT ANALYSIS Deadweight EQUAVION 11 SUSTAINED LOAD
============ STRESSES IN PSI ===========
LOCAL PolNT ------ FORCES IN POUNDS --- - MOMENTS IN FOOT POUNDS - - .75 WEIGHT L PRES TOTAL STRESS NO. SHEAR 1' SHEAR 2 AXIAL BEND.1 BEND.2 TORSION S!F STRESS STRESS STRESS / SH (X) (Y) (2) (X) (Y) (2) MAX STRFSS RATIO = 0.193 AT POINT 106 l l r l .
SSV $7 STEMS,INC. 124 PAGE NO. 33
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oo 0$T/PIPESTRE9$ o+ iso monticello plant 01 Version 3.4.03 IBM PC April 1992 l CALCULATION NUMBER 2913 CODE ANSI /ASME B31.1 ASME-1973 REV $73 dubovecky TIMES 08:55:50 12/15/97 LOADING CASE NO. 10 OPER WEIGHT ANALTSIS Deadweight ACil0N OF ANCHORS,$UPPORTS AND RESTRAINTS ON PIP 3NG RESTRAINT RESULTANT POSITIVE !F ACTION IN SAME DIRECTION AS RESTRAINT GLOBAL P0]NT - -- - FORCES IN LB - - * - -- - MOMENTS IN FT LB - - - RESULTANT RESULTANT NO. FX FY FZ MX MY MZ FORCE MOMENT ANCHCR 2 28. 333. 5. 22. 66. 690. 335. 693. ACCHOR 32 71. 640. 28. 184. -108. 856. 644 883. ANCHOR 204 23. 31. -70. 215. -42. 50. 80. 225. ANCHOR 110 3. 202. 50. 313. 28. -34. 208. 316. RESTRAINT. 16 53. O. O. 53. 'RES7RAINT 16 0. 357. O. 357. RESTRAINT 18 46. O. O. -46. RESTRAINT 18 0. 393. D. 393. RESTRAINT 48 -99. O. O. -99. RESTRAINT 48 0. 908. O. 998. RESTRAINT- 80 0. 285. O. 285. RESTRAINT. 122 27. O. O. 27. RESTRAINT 122 0. 527. 0.' 527. i RESTRAINT 124 0. 169. O. 169. i RESTRAINT 126 1. O. O. 1. RES7RAINT 126 0. 818. O. 818. RESVRAINT 138 0. 249. O. 249. RESTRAINT 140 4. O. O. -4. RESTRAINT 140 0. 531. O. 531.
'TRAINT 140 0. O. 3. 3. .6 EUPPORTS 0. 5034. O.
SST SYSTEMS,1NC. 125 PAGE NO. 34
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. . . #1. . . . . . . . . . . . . . .Version
. . . .3.4.03
. . . . .IBM PC A 1992
. .pril .......
CALCULAfl0N NUMBER 2913 CODE ANS!/ASME 831.1 ASME-1973 REV $73 dubovecky TIME = 08:55:50 12/15/97 LOADING CASE NO. 10 OPER WE!GHT ANALYSIS - Deadweight
, ACTION OF ANCHORS, N0ZZLES AND CONNECTIONS ON PIPING !.' IN THE LOCAL COORDINATE SYSTEM OF CONNECTED PIPING (SEE PAGE NO. 10)
TVPE POINT -- -- - -- --- FORCES IN LB - - ---- - -
- - - MOMENTS IN FT LB -- -- ---
NO. SHEAR 1 SHEAR 2 AXIAL SHEAR RSLTNT BEND.1 BEND.2 TORSION BENDING RSLTNT l (X) (Y) (Z) RSLTNT FORCE (X) (Y) (Z) RSLTNT MOMENT
~ ANCHOR 2 5. 333. -28. 333. 335. 690. 66. 22. 693. 693.
ANCHOR 32- 28. 640. -71 640. 644 856. -108. 184. 863. 883. ANCHOR 204 23. -70. -31. 74. 80. -215. 50. 42. 221. 225. ANCHOR 110 3. 50. 202. 50. 208. 313. -34. 28. 315. 316. I l 1 I l i,
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SST-SY$TEMS,!NC. 126 PAGE No. 35
++ DST /P!PESTRESS ++ iso monticello plent #1 version 3.4.03 IBM-PC April 1992 ALCULATION NUMBER 2913 CODE ANSI /ASME B31.1 ASME-1973 REV 573 dubovecky TIMES 08:55:50 12/15/97 LOADidG CASE NO. 40 DYNAM(SHUT) ANALYSIS DYNAMIC Analysis X = 1.50G Y = 1.50G Z = 1.50G
- GLOBAL BOUNDS FOR PRIMARY DISPLACEMENTS AND ABSOLUTE ACCELERATIONS AT MASS POINTS -- --
-D!$ PLACEMENTS (!N) - ROTATIONS (RAD *1000)-. .- -- ACCEL (G-S)- -
, POINT D(X)- D(Y) D(Z) R(X) R(Y) R(2) AC(X) AC(Y) AC(Z) RE $N VS CS 2 0.000 0.000 0.000 0.000 0.000 0.000 0.1800 0.1200 0.1800 6 4 0.000 0.000 0.000 0.019 0.012 0.017 0.1799 0.1179 0.1761
'6 0.000. 0.000 0.000 0.035- 0.021 0.042 0.1666 0.1186 0.1692 8 0.002 0.000 0.002- 0.039 0.026 0.053 0.1543 0.1186 0.1357 10 0.002 0.001 0.002 0.029 0.025 0.056 0.1725 0.1248 0.1287 12 0.002 0.001 0.002- 0.027 0.025 0.056 0.1725 0.1321 0.1266 l 14 0.002 0.001 0.002 0.017 0.028 0.058 0.1637 0.1419 0.1245
[ 9001- 0.001 0.001 0.002 0.016 0.030 0.064 0.1322 0.1189 0.1245 16 0.000 0.000 0.002 0.014 0.020 0.073 0.1800 0.1200 0.1245 9002 0.001 0.000 0.002 0.008 0.009 0.084 0.2190 0.1288 0.1245
- 9003 0.001 0.001 0.002 0.006 0.009 0.096 0.2125 0.1283 0.1245 l 18 0.000 . 0.000 0.002 0.021 0.020 0.109 0.1800 0.1200 0.1246 l 9004 0.001 0.001 0.002 0.027 0.032 0.121 0.1565 0.1149 0.1247 9005 0.002 0.002 0.002 0.023 0.026 0.132 0.1482 0.1171 0.1248 l
- 20 0.003 0.002 0.002 0.042 0.023 0.144 0.1498 0.1178 0.1250
> 22 0.003 0.001 0.002 0.077 0.057 0.153 0.1501 0.1150 0.1301 23 . 0.003 0.001 0.002 0.077 0.057 0.153 0.1501 0.1150 0.1305
'- 24 0.003 0.000 0.002 0.081 0.059 0.154 0.1501 0.1173 0.1372 26 0.002 0.000 0.001 0.079 0.054 0.141 0.1562 0.1174 0.1481 28 0.001 0.000 0.001 0.075 0.050 0.129 0.1634 0.1174 0.1574 29 0.001 0.000 0.000 0.068 0.045 0.116 0.1716 0.1174 0.1666 31 0.000 0.000 0.000 0.016 0.009 0.018 0.1800 0.1196 0.1790 32 0.000 0.000 0.000 0.000 0.000 0.000 0.1800 0.1200 0.1800 6 24 0.003 0.000- 0.002 0.081 0.059 0.154 0.1501 0.1173 0.1372 34 0.003 0.000 0.002 0.087 0.070 0.168 0.1480 0.1173 0.1273 36 0.006 0.000 0.003 0.089 0.095 0.194 0.1609 0.1173 0.1123 38 0.007 0.002 0.004 0.082 0.118 0.253 0.1766 0.1143 0.1066 40 0.007 0.008 0.007 0.073 0.119 0.276 0.1767 0.1979 0.1196 t-
'42 0.007 0.010 0.008 0.075 0.113 0.276 0.1767 0.2292 0.1277 44 0.007 0.011 0.008 0.0 75 0.114 0.277 0.1767 0.2622 0.1369 45 0.007 0.013 0.009 0.075 0.114 0.277 0.1767 0.2903 0.1455 42 0.007 0.010 0.008 0.075 0.113 0.276 0.1767 0.2292 0.1277 46 0.007 0.010 0.008 0.076 0.110 0.2 75 0.1710 0.2167 0.1277 9006 0.004 0.006 0.008 0.119 0.085 0.253 0.1644 0.1446 0.1279 48 0.000 0.000 0.008' O.224 0.135 0.235 0.1800 0.1200 0.1280 l
l l i I'
SST SYSTEM $,1NC. 127 PAGE NO. 36 ++ OST/PIPESTRESS ++ iso monticello plant #1 Version 3.4.03 IBM PC April 1992 CALCULATION NUMBER 2913 CODE ANSI /ASME B31.1 ASME 1973 REV S73 dubovecky TIME = 08:55:50 12/15/97 LOADING CASE NO. 40 DYNAM(SHUT) ANALYSIS - OYNANIC Analysis X = 1.50G Y = 1.50G Z = 1.500
--- GLOBAL BOUNDS FOR PRIMARY DISPLACEMENTS AND ABSOLUTE ACCELERATIONS AT MASS POINTS - ---
-- DISPLACEMENTS (!N)- - - ROTATIONS (RAD *1000)-- --- -ACCEL (G S) - -
PolNT 0(X) O(Y) O(Z) R(X) R(Y) R(Z) AC(X) AC(Y) AC(Z) RE $N VS CS 9007 0.007 0.011 0.008 0.332 0.209 0.220 0.1797 0.1734 0.1281 50 0.016 0.025 0.008 0.380 0.231 0.209 0.2632 0.3240 0.1281 52 0.017 0.027 0.008 0.383 0.231 0.208 0.2820 0.3485 0.1281 54 0.018 0.030 0.008 0.375 0.229 0.209 0.3017 0.3730 0.1280 56 0.018 0.030 0.008 0.374 0.229 0.209 0.3043 0.3763 0.1280 58 0.020 0.032 0.008 0.365 0.227 0.210 0.3246 0.4005 0.1280 60 0.021 0.034 0.008 0.358 0.226 0.212 0.3454 0.4243 0.1280 62 0.022 0.036 0.008 0.351 0.224 0.215 0.3695 0.4510 0.1280 64 0.023 0.038 0.008 0.335 0.222 0.222 0.3849 0.4674 0.1279 66 0.024 0.039 0.008 0.308 0.221 0.233 0.4002 0.4826 0.1279 68 0.025 0.040 0.008 0.278 0.223 0.248 0.4189 0.4998 0.1279 70 0.026 0.040 0.007 0.146 0.299 0.331 0.4330 0.4963 0.1177 72 0.026 0.032 0.004 0.108 0.269 0.332 0.4329 0.5374 0.1414 74 0.026 0.031 0.004 0.226 0.176 0.253 0.4303 0.5640 0.1476 76 0.026 0.031 0.004 0.239 0.180 0.248 0.4305 0.5640 0.1449 78 0.025 0.030 0.002 0.481 0.275 0.208 0.4185 0.5354 0.1397 9008 0.016 0.015 0.002 0.593 0.398 0.157 0.2722 0.2873 0.1399 80 0.005 0.000 0.002 0.544 0.393 0.128 0.1654 0.1200 0.1402 180 0.003 0.004 0.002 0.510 0.363 0.126 0.1698 0.1633 0.1403 182 0.002 0.006 0.002 0.434 0.215 0.153 0.1782 0.1837 0.1421 184 0.002 0.006 0.002 0.428 0.208 0.154 0.1782 0.1801 0.1450
.85 0.002 0.004 0.003 0.367 0.120 0.133 0.1721 0.1536 0.1525 186 0.002 0.003 0.003 0.360 0.116 0.132 0.1699 0.1450 0.1526 188 0.001 0.002 0.002 0.237 0.085 0.129 0.1714 0.1319 0.1564 190 0.001 0.002 0.000 0.214 0.072 0.114 0.1819 0.1319 0.1719 192 0.001 0.002 0.001 0.205 0.067 0.101 0.1874 0.1319 0.1813 194 0.001 0.002 0.002 0.205 0.067 0.101 0.1930 0.1319 0.1911 196 0.001 0.002 0.002 0.205 0.067 0.101 0.1980 0.1319 0.2001 192 0.001 0.002 0.001 0.205 0.067 0.101 0.1874 0.1319 0.1813 198 0.000 0.001 0.001 0.200 0.064 0.092 0.1858 0.1253 0.1813 200 0.000 0.001 0.001 0.194 0.062 0.082 0.1851 0.1230 0.1814 202 0.000 0.000 0.000 0.070 0.036 0.022 0.1816 0.1200 0.1789 204 0.000 0.000 0.000 0.000 0.000 0.000 0.1800 0.1200 0.1800 6 58 0.020 0.032 0.008 0.365 0.227 0.210 0.3246 0.4005 0.1280 82 0.020 0.031 0.007 0.360 0.224 0.208 0.3246 0.3904 0.1199
$$V S Y S T E M S ,'l NC. 128 PAGE NO. 37 oo DS7/P!PESTRESS oo Iso monticello plant #1 Version 3.4.03 IBM PC April 1992
'CALCULA110N NUMBER 2913 CODE ANSI /ASME B31.1 ASME 1973 REV S73 dubovecky T!ME= 08:55:50 12/15/97 LOADING CASE NO. 40 DYNAM(SHUT) ANALYSIS DYNAMIC Analysis X = 1.50G Y = 1.50G Z = 1.50G
- - GLOBAL BOUNDS FOR PRIMARY DISPLACEMENTS AND ABSOLUTE ACCELERATIONS AT MASS POINTS -- -
DISPLACEMENTS (IN)- - --ROTATIONS (RAD *1000) - -
-ACCEL (G S) --
POINT D(X) D(Y) D(2) R(X) R(Y) R(Z) AC(X) AC(Y) AC(2) RE SN VS CS 86 0.019 0.029 0.006 0.320 0.219 0.192 0.3157 0.3709 0.1123 l 88 0.017 0.023 0.006 0.324 0.256 0.176 0.3195 0.3349 0.1119 90 0.017 0.022 0.006 0.338 0.283 0.1 73 0.3317 0.3391 0.1057 92 0.018 0.020 0.004 0.353 0.277 0.168 0.3558 0.3577 0.0984 94 0.018 0.020 0.002 0.352 0.220 0.162 0.3699 0.3669 0.1128 96 0.018 0.020' O.002 0.349 0.210 0.160 0.3717 0.3669 0.1222 98 0.018 0.019 0.001 0.249 0.146 0.159 0.3805 0.3680 0.1416 9009 0.016 0.015 0.001 0.174 0.123 0.123 0.3897 0.3623 0.1437 9010 0.012 0.010 0.001 0.168 0.1 75 0.088 0.3671 0.2927 0.1458 9011 0.006 0.005' O 000 0.167' O.194 0.056 0.2486 0.1672 0.1480 100 0.000 0.000 0.000 0.105 0.132 0.034 0.1724 0.1169 0.1503 102, 0.000 0.000 0.000 0.036 0.036 0.007 0.1796 0.1199 0.1637 104 0.000 0.000 0.000 0.032 0.034 0.006 0.1796 0.1199 0.1662 106 0.000 0.000 0.000 0.023 0.029 0.005 0.1797 0.1200 0.1762 108 0.000 0.000 0.000 0.006 0.006 0.001 0.1800 0.1200 0.1795 110- 0.000 0.000 0.000 0.000 0.000 0.000 0.1800 0.1200 0.1800 6 l 106 0.000 0.000 0.000 0.021 0.029 .0.005 0.1797 0.1200 0.1762 1 112 0.000 0.000 0.000 0.024 0.029 0.006 0.1794 0.1200 0.1746 I 114 0.000 0.000 0.000 0.024 0.029 0.006 0.1792 0.1200 0.1732
- 52 0.017 0.027 0.008 0.383 0.231 0.208 0.2820 0.3485 0.1281 116 0.017 0.027 0.009 0.388 0.231 0.207- 0.2771 0.3485 0.1370
.10 0.017 0.027 0.011 0.375- 0.232 0.205 0.2769 0.3485 0.1540 120 0.016 0.025 0.014 0.388 0.240 0.186 0.2597 0.3213 0.1741 9013 0.007. 0.011 0.014 0.332 0.214 0.175 0.1698 0.1624 0.1749 122 0.000 0.000 0.014 0.201 0.154 0.164 0.1800 0.1200 0.1756 9013 0.006 0.005 0.014 0.065 0.185 0.155 0.1514 0.1669 0.1762 9014 0.013 0.005 0.014 0.036' O.208 0.146 0.1637 0.1863 0.1768 9015 0.019 0.003 0.014 0.078 0.176 0.136 G.2457 0.1667 0.1773 124 0.024 0.000 0.014- 0.082 0.099 0.128 0.3112 0.1200 0.1778 9016 0.025 0.003 0.014 0.089 0.053 0.119 0.3304 0.0884 0.1783 l
9017 0.021 0.006 0.014 'O.068 0.142 0.110 0.3009 0.1146 0.1788
=9098 0.015 0.008 0.014 0.023 0.207 0.102 0.2381 0.1214 0.1791 9019 0.006 0.006 .0.014 0.097 0.203 0.095 0.1822 0.1126 0.1794 126 0.000 0.000 0.014 0.223 0.112 0.088 0.1800 0.1200 0.1797 9020 0.002 0.011 0.014 0.323 0.049 0.083 0.1849 0.1384 0.1799 i
t _ _ _ _ _ _ _ _ _ _ . _ _ _ . . _ .
SST SYSTEMS,INC. 129 PAGE NO. 38
++ DST /PIPESTRESS ++ iso monticelto pitnt #1 Vsrsion 3.4.03 IBM PC April 1992 i CALCULATION NUMBER 2913 CODE ANSI /ASME B31.1 ASME 1973 REV S73 dubovecky TIME = 08:55:50 12/15/97 LOADING CASE NO. 40 DYNAM($ HUT) ANALYSIS - DYNAMIC Analysis X = 1.50G Y = 1.50G Z = 1.50G l -- GLOBAL BOUNDS FOR PRIMARY DISPLACEMENTS AND ABSOLUTE ACCELERATIONS AT MASS POINTS - --
--DISPLACEMENTS (IN) - ROTATIONS (RAD *1000)-- - --ACCEL (G-S)- - *
-POINT D(X) D(Y) D(Z) R(X) R(Y) R(2) AC(X) AC(Y) AC(2) RE SN VS CS l 128 0.004 0.024 0.014 0.335 0.096 0.079 0.1819 0.2296 0.1801 130 0.005 0.026 0.014 0.305 0.175 0.071 0.1860 0.2409 0.1844 9021 0.005 0.027 0.016 0.278 0.185 0.064 0.1860 0.2262 0.2260 132 0.005 0.027 0.019 0.250 0.168 0.057 0.1860 0.2209 0.2913 9022 0.005 0.025 0.022 0.197 0.086 0.091 0.1859 0.2179 0.3986 9023 0.005 0.020 0.020 0.145 0.111 0.166 0.1858 0.1912 0.4057 l 9024 0.005 0.012 *0.013 0.092 0.236 0.231 0.1857 0.1316 0.2937 134 0.005 0.001 0.002 0.039 0.317 0.260 0.1856 0.1122 0.1750 136 0.003 0.000 0.000 0.006 0.371 0.276 0.1756 0.1200 0.1800 138 0.002 0.000 0.000 0.005 0.371 0.276 0.1751 0.1200 0.1800 140 0.000 0.000 0.000 0.003 0.3 73 0.276 0.1800 0.1200 0.1800 16 0.000 0.000 0.002 0.014 0.020 0.0 73 0.1800 0.1200 0.1245 2 18 0.000 0.000 0.002 0.021 0.020 0.109 0.1800 0.1200 0.1246 2 48 0.000 0.000 0.008 0.224 0.135 0.235 0.1800 0.1200 0.1280 2 80 0.005 0.000 0.002 0.544 0.393 0.128 0.1654 0.1200 0.1402 1 122 0.000 0.000 0.014 0.201 0.154 0.164 0.1800 0.1200 0.1756 2 124 0.024 0.000 0.014 0.082 0.099 0.128 0.3112 0.1200 0.1778 1 126 0.000 0.000 0.014 0.223 0.112 0.088 0.1800 0.1200 0.1797 2 138 0.002 0.000 0.000 0.005 0.371 0.276 0.1751 0.1200 0.1800 1 140 0.000 0.000 0.000 0.003 0.3 73 0.276 0.1800 0.1200 0.1800 3 I
I 3 l l I i i l l l
SST SY$7 EMS,1NC. 130 PAGE NO. 30 2 X) DST /PIPESTRESS oo Iso mon 2icello plmt #1 version 3.4.03 IBM PC April 1992 t .................................................................
-CALCULATION NUMBER 2913 CODE ANS!/ASME B31.1 ASME 1973 REV S73 dubovecky TIME = 08:55:50 12/15/97 LOADING CASE NO. 40 DYNAM(SHUI) ANALYSIS DYNAMIC Analysis X = 1.500 Y = 1.50G Z = 1.50G EQUATIGJ 12 OCCASIONAL LOAD UPSET
========== STRESSES IN PSI ==========
GLOBAL BOUNOS FOR PRIMARY INTERNAL FORCES -- POINT - - FORCES IN POUNDS - ** ** - MOMENTS IN FOOT POUNDS -
.75 DYNAM L PRES TOTAL STRESS No. FX FY FZ MX MY MZ SIF STRESS STRESS STRESS 1.2 SH LINE LOCAL SCHOR 2 EGENT 2 36. 37. 43. 76. 98, 110. 1.000 133. O. 133. 0.007 4 36 37 43. 76, 29, 78. 1.000 91. O. 91. 0.005 15
' ELBOW 3 4 30 32. 37. 76. 29. 78. 1.317 119. O. 119. 0.007 6 30. 32, 37. 59. 22. 66. 1.317 96. O. 96. 0.005 17 EGENT 6 25. 25. 32. 59. 22. 66. 1.000 73. O. 73. 0.004 8 25 25. 32, 41. 22, 36. 1.000 47. O. 47. 0.003 19 ) ELBOW 8 15. 17. 29. 41. 22. 36. 1.317 62. O. 62. 0.003 10 15 17, 29. 55, 23. 37. 1.317 74. O. 74. 0.004 21 EGENT 10 13. 15. 28. 55. 23. 37. 1.000 56. O. 56. 0.003 12 13, 15, 28. 55, 28. 35. 1.000 57. O. 57. 0.003 23 ) ELBOW 12- 10 13. 28. 55. 28. 35. 1.317 75. O. 75. 0.004 14 10. 13, 28. 51. 36, 34 1.317 75. O. 75. 0.004 25 EGEN7 14 11 8. 29. 51. 36, 34. 1.000 57. O. 57. 0.003 9001 11, 8. 29. 28. 15. 34. 1.000 37. O. 37. -0.002 27 WGENT 9001 23, 16. 35. 28. 15. 34. 1.000 37. O. 37. 0.002 16 23. 16, 35. 41. 78. 34. 1.000 76. O. 76. 0.004 29 DGENT 16 27 17. 45. 41. 78. 34. 1.000 76. O. 76. 0.004 9002 27. 17. 45. 35. 56. 34. 1.000 59. O. 59. 0.003 33 DGENT 9002 13. 7. 58. 35. 56. 34. 1.000 59. O. 59. 0.003 9003 13. 7. 58. 46, 51, 34. 1.000 61. O. 61. 0.003 35
.T 9003 31. 17. 72. 46. St. 34, 1.000 61. O. 61. 0.003 18 31. 17. 72. . 65. 96. 34. 1.000 97. O. 97. 0.005 37 DGEN7 18 33. 30. 85. 65. 96. 34. 1.000 97. O. 97. 0.005 9004 33. 30. 85. 34, 24. 34. 1.000 43. D. 43. 0.002 41 EGENT- 9004 23. 25. 97. 34. 24, 34. 1.000 43. O. 43. 0.002 9005 23. 25, 97. 96. 68. 34. 1.000 98. 'O. 98 0.005 43 EGENT 9005 22, 23, 109. 96. 68. 34. 1.000 98. O. 98. 0.005 20 22. 23, 109. 156. 119. 34 1.000 159. O. 159. 0.009 45
! ELBOW 20 25 26. 117. 156. 119, 34. 1.317 210. O. 210. 0.012 22 25. 26. 117. 167. 123, 37. 1.317 222. O. 222. 0.012 47 CGENT 22 27, 27, 119. 167. 123. 37. 1.000 169. O. 169. 0.009 P.3 27 27, 119. 167. 124. 38. 1.000 169. O. 169. 0.009 49 QGENT 23 27. 28. 120. 167. 124, 38, 1.000 169. O. 169. 0.009 I 24 27. 28. 120. 167. 145. 45. 2.096 378. 0, 378. 0.021 51 l l l l
)
SST SVSYEM$,!NC. 131 PAGE No. 40 oo DST /PIPESTRESS oo iso monticello plant #1 Version 3.4.03 IBM-PC April 1992 l CALCULATION NUMBER 2913 CODE ANSI /ASME B31.1 ASME-1973 REV $73 dubovecky TIME = 08:55:50 12/15/97 i I LOADING CASE NO. 40 DY; JAM (SHUT) ANALYSIS
- DYNAMIC Analysis X = 1.50G Y = 1.50G Z = 1.50G EQUATION 12 OCCASIONAL LOAD - UPSET l ========== STRESSES IN PSI ==========
GLOBAL a-- BOUNDS FOR PRIMAkt INTERNAL FORCES --- POINT FORCES IN POUNDS * - -- - MOMENTS IN FOOT POUNDS --
.75 DYNAM L PRES TOTAL STRESS NO. FX FY FZ MX MY MZ SIF STRESS STRESS STRESS 1.2 SH LINE LOCAL BRANCH CONN 24 BRANCH CONN 24 TANGEN7 24 112. 132. 199 110. 106. 333. 2.096 518. O. 518. 0.029 26 112. 132. 199. 121. 106. 349. 1.000 259. O. 259. 0.014 55 TANGEN? 26 114. 133, 201. 121. 106. 349. 1.000 259. O. 259. 0.014 28 114. 133. 201. 1 73 , 106. 367. 1.000 282. O. 282. 0.016 57 i TANGENT 28 133. 142. 216. 1 73. 106. 367. 1.000 282. O. 282. 0.016 29 133. 142, 216. 241. 106. 391. 1.000 318. O. 318. 0.018 59 SR ELBOW 29 136. 144. 219. 241. 106. 391. 1.080 343. O. 343. 0.019 31 136. 144, 219. 340. 202. 467. 1.080 446. O. 446. 0.025 61 TANGENT 31 139, 146, 221. 340. 202. 467. 1.000 412. O. 412. 0.023 32 139. 146, 221. 340. 289. 504. 1.000 454. O. 454. 0.025 63 ANCHC3 32 BRANCH CC"N 24 TANGENT 24 102. 126. 169 209. 236. 364. 2.096 681. O. 681. 0.038 34 102. 126. 169. 148. 236. 347. 1.000 300. O. 300, 0.017 79 TANGENV 34 90 125. 169. 148, 236. 347. 1.000 300. O. 300. 0.017 36 99. 125. 169. 137. 236. 332. 1.000 290. O. 290. 0.016 81 SR ELBOW 36 94. 123. 168. 137. 236. 332. 1.080 313. O. 313. 0.017 38 94. 123. 168. 196. 167. 276. 1.080 275. O. 275. 0.015 83 V 38 87. 121.
'li 164 196. 167. 276. 1.000 255. O. 255. 0.014 40 87. 121. 164 196. 234. 71. 1.000 211. O. 211. 0.012 85
% .cNT 40 81. 112. 158. 196. 234. 71. 1.000 211. O. 211. 0.012 42 81. 112. 158, 196. 301, 74. 1.000 247. O. 247. 0.014 87 WELDING 7EE 42 WELDING TEE 42 TANGENT 42 33. 54, 27. O. 22. 44. 1.000 33. O. 33. 0.002 44 33. 54, 27. O. 9. 19. 1.000 14. O. 14. 0.001 91 VANGENT 44 30. 49. 24. O. 9. 19. 1.000 14. O. 14. 0.001 45 30. 49. 24. O. O. O. 1.000 0. O. O. 0.000 93 WELDING TEE 42 (ANGENT 42 70. 78. 131. 196. 320. 88. 1.000 260. O. 260. 0.014 46 70. 78. 131. 207. 309. 88. 1.000 257. O. 257. 0.014 97 TANGEN7 46 71. 75. 121. 207, 309. 88. 1.000 257. O. 257. 0.014 9006 71. 75, 121. 359. 314. 88. 1.000 327. O. 327. 0.018 99 l
I i l l
l SST SYSTEM $,!HC. 132 PAGE NO. 41 1
++ DST /PIPESTRESS ++ iso monticstlo plant #1 version 3.4.03 IBM PC April 1992 l
CALCULATION NUMBER 2913 CODE ANSI /ASME B31.1 ASME 1973 REV $73 dubovecky TIME = 08:55:50 12/15/97 LOADING CASE No. 40 DYNAM(SHUT) ANALYSIS
- DYNAMIC Analysis X = 1.50G Y = 1.500 Z = 1.50G EQUATION 12 OCCASIONAL LOAD UPSET
========== STRESSES IN PSI ==========
GLOBAL BOUNOS FOR PRIMARY INTERNAL FORCES --- POINT a- FORCES IN POUNOS * - MOMENTS IN FOOT POUNOS - - .75 DYNAM L PRES TOTAL STRESS NO. FX FY FZ MX MY MZ S!F STRESS STRESS STRESS 1.2 SH LINE LOCAL TANGENT 9006 76. TS. 106. 359. 314. 88. 1.000 327. O. 327. 0.018 48 76. 73. 106. 556. 451. 88. 1.000 486. O. 486. 0.027 101 TANGENT 48 86. 96. 92. 556. 451. 88. 1.000 486. O. 486. 0.027 9007 86. 96. 92. 289. 193. 88. 1.000 242. O. 242. 0.013 105 TANGENT 9007 70. 75. 81. 289. 193. 88. 1.000 242. O. 242. 0.013 50 70. 75. 81. 210. 133. 88. 1.000 178. O. 178. 0.010 107 TANGENT- 50 54, 53. 75. 210. 133. 88. 1.000 178. O. 178. 0.010
.. 52 54. 53, 75. 220. 150. 88. 1.663 315. O. 315. 0.017 109 BRANCH CONN 52 I BRANCH CONN 52 l TANGENT 52 66. 63, 225. 191. 203. 44. 1.663 316. O. 316. 0.018 :
54 66. 63. 225, 214 222. 44. 1.000 210. O. 210. 0.012 113 TANGENT 54 63. 59. 227. 214. 222. 44. 1.000 210. O. 210. 0.012 56 63. 59, 227. 217, 224. 44. 1.000 212. O. 212. 0.012 115 TANGENT 56 60. 56, 228. 217. 224. 44. 1.000 212. O. 212. 0.012 58 60. 56. 228. 237. 244. 44, 1.000 231. O. 231. 0.013 117 WELDING TEE 58 WELDING TEE 58 TANGENT- 58 33. 27. 82. 174 73. 72. 1.000 136. O. 136. 0.008 60 33. 27. 82. 170. 82. 72. 1.000 136. O. 136. 0.008 121 i ' 29, 17 60 31. 83. 170. 82. 72. 1.000 136. O. 136. 0.008 62 31. 29. 83. 161. 92. 72. 1.000 134. O. 134. 0.007 123 RL.,cER 62 32. 33, 85. 161. 92. 72. 1.500 201. O. 201. 0.011 125 64 32. 33, 85. 153. 98. 72, 1.500 826. O. 826. 0.046 127 t TANGENT 64 32. 35. 86. 153. 98. 72. 1.350 743. 0. 743. 0.041 66 32. 35, 86. 145, 105. 72. 1.000 543. O. 543. 0.030 129 TANGENT 66 33, 36. 86, 145. 105. 72, 1.000 543. O. 543. 0.030
- 68 33. 36, 86. 135. 115. 72. 1.000 536. O. 536. 0.030 131 i SR ELBOW 68 34, 39, 87. 135. 115. 72. 1.470 788. O. 788. 0.044 70 34. 39 87, 126. 104. 59. 1.470 717. O. 717. 0.040 133 TANGENT 70 38. 47. 88. 126. 104. 59. 1.000 487. O. 487. 0.027 72 38, 47. 88. 126. 169. 57. 1.000 614. O. 614. 0.034 135 I
l 1 I
SST S7 STEM $,!NC. 133 PAGE NO. 42
*o DS?/ PIPES 7RESS oo - Iso monticello plant 01 Version 3.4.03 IBM PC April 1992 CALCULATION NUMBER 2913 CODE ANSI /ASME B31.1 ASME-1973 REV $73 dubovecky TIMES 08:55:50 12/15/97 LOA 0!NG CASE NO. 40 DYNAM(SHUT) ANALYSIS DYNAMIC Analysis X = 1.50G Y = 1.50G 2 = 1.50G i-EQUATION 12 OCCASIONAL LOAD - UPSET
========== STRESSES IN PSI ==========
GLOBAL -- BOUNOS FOR PRIMARY INTERNAL FORCES -- POINT - FORCES IN POUNOS * - MOMENTS IN FOOT POUNDS --- .75 DYNAM L PRES TOTAL STRESS NO. FX FY FZ MX MY MZ SIF STRESS STRESS STRESS 1.2 SH LINE LOCAL SR ELBOW 72 44. 52. 88. 126. 169. 57. 1.470 903. O. 903. 0.050 74 44. 52. 88. 146, 195. 62. 1.470 1040. O. 1040. 0.058 137
- TANGENT ' 74 46. 53. 88. 146. 195. 62. 1.000 707. O. 707. 0.039 76 46. 53, 88. 157. 195. 57. 1.000 722. O. 722. 0.040 139 SR ELBOW 76 48. 55. 88. 157 195. 57. 1.470 1062. O. 1062. 0.059 78 48. 55. 88. 163. 180 48, 1.470 1021. D. 1021. 0.057 141 TANGEN7 78 55. 62. 87. 163. 180. 48. 1.000 695. O. 695. 0.039 9008 55. 62. 87. 32, 62. 48. 1.000 238. O. 238. 0.013 143
- TANGEN? 9008 62. 68. 87. 32. 62. 48. 1.000 238. O. 238. 0.013
!~ 80 62. 68. 87. 118. 73. 48. '1.000 412. D. 412. 0.023 145 TANGENT 80 64. 60. 87. 118. 73. 48. 1.000 412. O. 412. 0.023 180 64 60. 87. 84. 116. 48. 1.000 423. O. 423. 0.024 149 SR ELBOW 180 64. 60. 87. 84. 116. 48. 1.470 622. O. 622. 0.035 182 64. 60. 87. 68. 112. 29. 1.470 556. O. 556. 0.031 151 l 182 65. 60. 87. 68. 112. 29, 1.000 378. O. 378. 0.021 lTANGEN? 184 65. 60. 87. 68. 101. 20. 1.000 346. 0. 346. 0.019 153 l SR ELBOW 184 65. 60. 87. 68. 101. 20. 1.470 509. O. 509. 0.028 1 185 65. 60. 87 84. 61. 11. 1.470 431. O. 431. 0.024 155 l TANGEN7 185 65. 60. 87. 84. 61. 11, 1.000 293. O. 293. 0.016 l 186 65. 60. 87. 92. 52. 11. 1.000 299. O. 299. 0.017 157
' ioW 186 65. 61. 88. 92. 52. 11. 1.470 440. O. 440. 0.024 188 65. 61. 88. 86. 38, 24. 1.470 401. O. 401. 0.022 159
, Tm. c N T 188 66. 61. 88. 86. 38. 24. 1.000 2 73 . O. 273. 0.015 190- 66. 61. 88. 58. 38. 66. 1.000 268. O. 268. 0.015 161 i TANGENT 190 66. 61. 88 58. 38, 66. 1.000 268. O. 268. 0.015
- 66. 321. 0.018 192 61. 88. 63. 38. 88. 1.000 321. O. 163 WELDING TEE 192 WEL9ING TEE 192 i
TANGENV 192 14. 9. 14. 9. O. 9. 1.000 34. O. 34. 0.002 194 14. 9. 14. 4. O. 4 1.000 15. O. 15. 0.001 167 TANGENT 194 13. 9. 13. 4. O. 4 1.000 15. O. 15. 0.001 196 13. 9. 13. O. O. O. 1.000 0. 0. O. 0.000 169 l WELDING TEE 192 TANGENV 192 69. 63. 93. 62. 38. 88. 1.000 319. O. 319. 0.018 198 69. ~ 63. 93. 71. 33. 88. 1.000 331. O. 331. 0.018 1 73 I i l 1 J L i
- l. _. _ _ _ _ - _ _ _ _ _ _ _ _ _ _ _ - _ - Q
SST SYSTEMS,1NC. 134 PAGE NO. 43
++ OST/PjPESTREIS ++
iso monticetto plant #1
............................................... .Version
. . . .3.4.03
... . . . .pril 1992 IBM PC A CALCULATION NUMBER 2913 CODE ANSI /ASME B31.1 ASME 1973 REV $73 dubovecky TIME = 08:55:50 12/15/97 LOADING CASE NO. 40 .0YNAM(SNUT) ANALYSl$ - DYNAMIC Analysis X = 1.50G Y = 1.50G Z = 1.50G EQUATION 12 OCCASIONAL LOAD UPSET
========== STRESSES IN PSI ==========
GLOBAL -
- BOUNDS FOR PRIMARY INTERNAL FORCES - -
POINT FORCES IN POUNDS --- - MOMENTS IN FOOT POUNDS - * .75 OYNAM L PRES TOTAL STRESS-NO. FX FY FZ MX MY MZ SIF STRESS STRESS STRESS 1.2 SH LINE LOCAL TANGENT 198 70. 63. 93. 71 33. 88. 1.030 331. O. 331. 0.018 200 70. 63. 93. 77 37. 88. 1.000 344 O. 344. 0.019 175 SR ELBOW 200 70. 63. 94. 77. 37. 88. 1.470 506. O. 506. 0.028 202 70. 63. 94. 102. 52. 67. 1.470 546. O. 546. 0.030 177 TANGENT 202 71. 63. 95. 102. 52. 67. 1.000 371. D. 371. 0.021 204 71. 63. 95. 166. 52. 37. 1.000 501. O. 501. 0.028 179 i ANCHOR 204 l,WEL0 LNG TEE 58 l TANGENT 58 38. 42. 172. 98. 198. 48. 1.000 591. O. 591. 0.033 82 38. 42. 172. 98. 135. 32. 1.000 476. O. 476. 0.026 195 SR ELBOW 82 36. 40. 1 73. 98. 135. 32. 1.470 700 D. 700. 0.039 84 36. 40. 173. 87. 87. 22. 1.470 514 O. 514. 0.029 197 ,. TANGENT % 32. 34. 175. 87 87. 22. 1.000 350. O. 350. 0.019 88 32. 34. 175. 48. 56. 22. 1.000 214 O. 214. 0.012 199 LR ELBOW . 88 27. 29. '177. 48. 56. 22. 1.118 240 O. 240. 0.013 90 27. 29. 177. 48, 31, 20. 1.118 189. O. 189. 0.011 201 TANGENT 90 25. 26, 178. 48. 31, 20. 1.000 1 70 O. 170. 0.009
- 92 25, 26. 178. 52. 59. 18. 1.000 226. O. 226. 0.013 203 l SR ELBOW 92 23. 23. 178. 52. 59. 18. 1.470 332. O. 332. 0.018 94 23. 23. 178. 19. 99. 18. 1.470 424. O. 424. 0.024 205 7 NT 94 21 21, 178. 19. 99. 18. 1.000 288. O. 288. 0.016 96 21. 21. 178. 41. 99. 18. 1.000 306. O. 306 0.017 207-Sh LBOW 96 20. 20. 179. 41. 99. 18. 1.470 451. O. 451. 0.025 98 20. 20. '179. 97. 98. 20. 1.470 575. O. 575. 0.032 209 TANGENT 98 16. 13, 179. 97. 98. 20. 1.000 391. O. 391. 0.022 9009 16. 13. 179. 84 87. 20, 1.000 345. O. 345. 0.019 211 1 TANGENT 9009 16. 12. 180. 84 87. 20.' 1.000 345. O. 345. 0.019 9010 16. 12. 180. 58. 59. 20. 1.000 239. O. 239. 0.013 213 TANGENT 9010 24. 20. 181. 58. 59. 20, 1.000 239 O. 239. 0.013 9011 24, 20. 181. 31, 29 20, 1.000 132. O. 132. 0.007 215 TANGENT 9011 30. 25. 183. 31. 29 20. 1.000 132. O. 132. 0.007 100 30. ' 25. 183. 74. 86. 20. 1.000 325. O. 325. 0.018 217 SR ELBOW 100 31. 26, 183. 74. 86. 20. 1.470 478. O. 478. 0.027 102 31. 26. 183. 82. 68. 17. 1.470 445. O. 445. 0.025 219 i
i I
- . SST SYSTEhS,INC. 135 PAGE NO. 44 oo DST /PIPESTRESS 00 iso monticello plant #1 Version 3.4.03 IBM PC April 1992 CALCULATION NUMBER 2913 CODE ANSI /ASME B31.1 ASME-1973 REV $73 dubovecky TIMES 08
- 55 50 12/15/97 LOADING CASE NO. 40 DYNAM(SHUT) ANALYS!$ - DYNAMIC Analysis X = 1.50G Y = 1.500 2 = 1.50G l
l EQUATION 12 OCCASIONAL LOAD UPSET
========== STRESh. IN P$1 ==========
GLOBAL - BOUNDS FOR PRIMARY INTERNAL FORCES -
. POINT - -- FORCES IN POUNDS -
MOMENTS IN FOOT POUNDS -
.75 OYNAM L PRES TOTAL STRESS No. FX FY FZ MX MY MZ SIF STRESS STRESS STRESS 1.2 SH LINE LOCAL TANGEN7 102 31. 26. 184. 82. 68. 17. 1.000 303. O. 303. 0.017 104 31. 26. 184 82. 68. 16. 1.000 302. D. 302. 0.017 221 TANGENT 104 31. 26. 184. 82. 68. 16. 1.000 302. O. 302. 0.017
- j. 106 31. 26. 184, 82. 97. 18. 3.504 1261. O. 1261. 0.070 223 BRANCH CONN 106 BRANCH CONN 106 TANGENT 106 37. 29. 187. 82. 97. 19, 3.504 1265. O. 1265. 0.070 108 37 29. 187. 119. 97. 27. 1.000 438. O. 438. 0.024 227 I . TANGENT 108 37. 29 187. 119. 97. 27. 1.000 438. O. 438. 0.024 110 37 29. 187. 131. 97. 30. 1.000 466. O. 466. 0.026 229 ANCHOR 110 i BRANCH CONN 106 TANGEN7 106 13. 8. 12. 7. O. 8. 3.504 106. O. 106. 0.006 112 13. 8. 12. 3. D. 3. 1.000 13. 0. 13. 0.001 245 i TANGEN7 112 12. 8, 11. 3. D. 3. 1.000 13. O. 13. 0.001 114 12. 8. 11. O. O. O. 1.000 0. O. O. 0.000 247 l BRANCH CONN 52
, TANGENT 52 58, 26. 2 73. 322. 113. 98. 1.663 579. O. 579. 0.032 116 58. 26, 2 73 . 195. 113. 72. 1.000 232. O. 232. 0.013 251 TANGENT 116 60. 30. 2 72, 195. 113. 72. 1.000 232. D. 232. 0.013 118 60. 30. 2 72. 60. 113, 43. 1.000 133. O. 133. 0.007 253
. .0W 118 63. 36, 269. 60. 113. 43. 1.615 214. O. 214 0.012 120 63. 36, 269. 98. 93. 25. 1.615 217. O. 217. 0.012 255 "7ANGENT 120 74. 53. 259. 98. 93. 25, 1.000 134. O. 134. 0.007 9012 74. 53. 259. -221. 206. 25. 1.000 298. O. 298. 0.017 257 TANGENT 9012 81. 67. 244 221. 206. 25. 1.000 298. O. 298. 0.017 122 81. . 67. 244. 426. 459. 25. 1.000 615. O. 615. 0.034 259 TANGENT 122 73. 47. 229. 426. 459, 25. 1.000 615. O. 615. 0.034 9013 73. 47. 229. 310, 260. 25. 1.000 397. O. 397. 0.022 263 TANGEN7. 9013 69. 47. 214. 310. 260. 25. 1.000 397. O. 397. 0.022 9014 69. 47. 214 192. 127. 25. 1.000 227. O. 227. 0.013 265 j . TANGENT 9014 58. 51. 200 192. 127. 25, 1.000 227. O. 227. 0.013 !
9015 58. 51. 200. 101. 186. 25. 1.000 210. O. 210. 0.012 267 TANGEN7 9015 40. 57. 186. 101. 186. 25. 1.000 210. O. 210. 0.012 124 40. 57. 186. 185. 277. 25. 1.000 328. O. 328. 0.018 269 ;
l SSV $YSTEM$,INC. 136 PAGE NO. 65 oo DST /PIPESTRESS oo Iso monticetto plant #1
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .Version . . . .3.4.03 . . . . .IBM
. .pril PC A 1992 ALCULAfl0N NUMBER 2913 CODE ANSI /ASME B31.1 ASME-1973 REV S73 dubovecky TIME = 08:55:50 12/15/97 LOA 0 LNG CASE No. 40 DYNAM(SHUT) ANALYSIS DYNAMIC Analysis X = 1.50G Y = 1.50G Z = 1.50G EQUATION 12 OCCASIONAL LOA 0 - UPSET
========== STRESSES IN PSI ==========
GLOOAL -- BOUNOS FOR PRIMARY INTERNAL FORCES --- POINT - FORCES IN POUNOS **-- -- MOMENTS IN FOOT POUNOS - - .75 DYNAM L PRES TOTAL STRESS NO. FX FY FZ MX MY MZ SIF STRESS STRESS STRESS 1.2 SH LINE LOCAL , TANGENT 124 18. 43. 171. 185 277. 25. 1.000 328. O. 328. 0.018 9016 18. 43. 171. 87. 304, 25. 1.000 312. O. 312. 0.017 2 73 TANGENT 9016 23. 39. 157. 87 304. 25. 1.000 312. O. 312. 0.017 9017 23. 39. 157. 120. 244, 25. 1.000 268. O. 268. 0.015 275 TANGEN7 9017 46. 34. 142. 120 244, 25. 1.000 268. O. 268. 0.015 9018 46. 34. 142. 206. 109. 25. 1.000 230. O. 230. 0.013 277 VANGENT 9018 65. 30. 128. 206. 109 25. 1.000 230. O. 230. 0.013 9019 65. 30. 128. 286. 119. 25. 1.000 304 O. 304. 0.017 279 TANGENV 9019 75. 30. 115. 286. 119. 25. 1.000 304 O. 304. 0.017 126 75. 30. 115. 361 348, 25. 1.000 493 D. 493. 0.027 281 TANGENT 126 60. 71. 102. 361. 348, 25. 1.000 493. O. 493. 0.027 9020 60. 71. 102. 133. 187. 25. 1.000 226. O. 226. 0.013 285 TANGENT 9020 60. 62. 91. 133. 187, 25. 1.000 226. O. 226. 0.013 128 60, 62. 91. 70 147, 25. 1.000 162. O. 162. 0.009 287 SR ELBOW 128 62. 50. 85. 70. 147. 25. 1.615 262. O. 262. 0.015 130 62. 50. 85. 94. 126. 30. 1.615 255. O. 255. 0.014 289 TANGEN7 130 65. 43. 81. 94. 126, 30, 1.000 158. O. 158. 0.009 9021 65. 43. 81. 94 66. 92. 1.000 144. O. 144. 0.008 291 TANGENT 9021 70. 33. 71. 94 66. 92. 1.000 144 O. 144. 0.008 132 70. 33. 71. 94. 161. 148. 1.000 234 O. 234. 0.013 293 Y NT 132 78. 18. 51. 94. 161. 148. 1.000 234 O. 234. 0.013 9022 78, 18. 51. 94 324, 207. 1.000 389. O. 389. 0.022 295 in.. .c N T 9022 91. 6. 17. 94. 324, 207. 1.000 389. O. 389. 0.022 9023 91. 6. 17. 94. 366. 197. 1.000 419. O. 419. 0.023 297 TANGEN7 9023 105. 21, 29. 94 366. 197. 1.000 419. O. 419. 0.023 9024 105. 21, 29. 94 285. 127. 1.000 320. O. 320. 0.018 299 i TANGENT 9024 120. 32. 55. 94 285. 127. 1.000 320. O. 320. 0.018 l 134 120. 32. 55. 94 152, 17. 1.000 176 O. 176. 0.010 301 SR ELBOW 134 130. 34. 60. 94. 152. 17. 1.615 285. O. 285. 0.016 136 130. 34. 60. 81. 77. 0. 1.615 177. O. 177. 0.010 303 VANGENT 136 132. 35. 60. 81. 77. O. 1.000 110. O. 110. 0.006 138 132. 35. 60. 79 66. O. 1.000 101. O. 101. 0.006 305 TANGEN7 138 133, 158. 61. 79. 66. O. 1.000 101. O. 101. 0.006 140 133. 158. 61. O. O. O. 1.000 0. O. O. 0.000 309 _r _ _ _ _ _ _ _ _ - - _ - - - . - - _ ^ ^'
(---_-_____-__ _ _ - _ _ _ _ _ - _ _ _ _ _ _ _ _ _ _ _ SS7 5YSVEMS,INC. 13F PAGE NO. 40 l , oc DS?/PIPESTRESS ++ iso monticello plant #1 version 3.4.03 IBM-PC April 1992 CALCULATION NUMBER 2913 CODE ANSI /ASME C31.1 ASME 1973 REV S73 dQbovecky TIME = 08:55:50 12/15/97 LOADING CASE NO. 40 OYNAM(SHUT) ANALYSIS DYNAMIC Analysis X = 1.50G Y = 1.50G Z = 1.50G EQUATION 12 OCCASIONAL LOAD UPSET
========== STRESSES IN PSI ====s=====
GLOBAL --- BOUNDS FOR PRIMARY INTERNAL FORCES - - POINT FORCES IN POUN05 - - -- MOMENTS IN FOOT POUNDS ---- . 75 DYNAM L PRES TOTAL STRESS No. FX FY FZ MX MY MZ SIF STRESS STRESS STRESS 1.2 SH LINE LOCAL i l MAX STRESS RATIO = 0.070 AT POINT 106 l l l
l SST SYSVEMS,INC. 138 PAGE NO. 47
'00 OST/PIPESTRESS ++
iso monticello plant #1
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .version . . . .3.4.03
. . . . .IBM
. .pril PC A 1992 CALCULATION NUMBER 2913 CODE ANSI /ASME B31.1 ASME 1973 REV $73 dubovecky TIMES 08:55:50 12/15/97 I LOADING CASE NO. 40 l DYNAM(SHUT) ANALYSIS - DYNAMIC Analysis X = 1.50G Y = 1.50G Z = 1.50G !
EQUATION 12 OCCASIONAL LOAD - UPSET
========== STRESSES IN PSI ==========
l 1 LOCAL - BOUNDS FOR PRIMARY INTERNAL FORCES - - PolNT - FORCES IN POUNDS -- MCMENTS IN FOOT POUNDS - - .75 DYNAM L PRES TOTAL STRESS NO. SHEAR 1 SHEAR 2 AXIAL BEND.1 BEND.2 TOR $10N SIF STRESS STRESS STRESS 1.2 SH (X) (Y) (Z) (X) (Y) (2) LINE I AOCHOR 2
- TANGENT 2 43. 37. 36. 110. 98. 76. 1.000 133. O. 133. 0.007 4 43. 37. 36. 78. 29. 76. 1.000 91. O. 91. 0.005 15
,St ELBOW 4 32. 37. 30. 29. 78. 76. 1.317 119. O. 119. 0.007 6 30. 37. 32. 59. 66. 22. 1.317 96. O. 96. 0.005 17 TANGENT 6 25. 32. 25. 59, 66. 22. 1.000 73. 0. 73. 0.004 8 25, 32. 25. 41. 36. 22, 1.000 47. O. 47. 0.003 19 St ELBOW 8 15. 29. 17. 41. 36. 22. 1.317 62. O. 62. 0.003 10 17. 29. 15. 23. 37 55. 1.317 74. O. 74. 0.004 21 . TANGENT 10 28. 15. 13. 37. 23. 55, 1.000 56. O. 56. 0.003 12 28. 15. 13. 35. 28. 55. 1.000 57. O. 57. 0.003 23 fR ELBOW 12 28, 13. 10. 35. 28. 55. 1.317 75. O. 75. 0.004 14 10. 13. 28. 51. 36. 34. 1.317 75. O. 75. 0.004 25 $ANGEN7 14 11. 8. 29. 51. 36, 34, 1.000 57. D. 57. 0.003 9001 11. 8. 29. 28, 15, 34. 1.000 37. O. 37. 0.002 27 'VANGENT 9001 23. 16. 35. 28. 15, 34. 1.000 37. O. 37. 0.002 16 23, 16. 35. 41. 78. 34. 1.000 76. O. 76. 0.004 29 lVANGENT 16 27, 17. 45. 41. 78. 34, 1.000 76. O. 76. 0.004 9002 27. 17. 45. 35. 56. 34. 1.000 59. O. 59. 0.003 33 $- (T 9002 13, 7. 58. 35. 56, 34. 1.000 59. O. 59. 0.003 , 9003 13, 7. 58. 46. 51. 34. 1.000 61. D. 61. 0.003 35 l
- VAcuENT 9003 31. 17. 72. 46. 51, 34. 1.000 61. O. 61. 0.003 l 18 31. 17. 72. 65. 96. 34. 1.000 97. O. 97. 0.005 37 I VANGENT 18 33. 30. 85. 65. 96. 34. 1.000 97. O. 97. 0.005 9004 33. 30. 85. 34. 24, 34. 1.000 43. O. 43. 0.002 41 SANGENT 9004 23. 25. 97. 34. 24. 34, 1.000 43. O. 43. 0.002 9005 23, 25. 97. 96. 68. 34. 1.000 98. O. 98. 0.005 43 9ANGENT 9005 22. 23. 109. 96. 68. 34. 1.000 98. O. 98. 0.005 l
, 20 22. 23, 109. 156. 119. 34. 1.000 159. O. 159. 0.009 45 ; OR ELBOW 20 25, 26. 117. 156. 119, 34. 1.317 210. O. 210. 0.012 22 117. 26. 25. 37 123. 167. 1.317 222. O. 222. 0.012 47 SANGENV 22 119. 27. 27. 37. 123. 167. 1.000 169. O. 169. 0.009 l 23 119, 27. 27. 38. 124. 167. 1.000 169. O. 169. 0.009 49 QANCENT 23 28. 120. 27. 124 38. 167. 1.000 169. O. 169. 0.009 , 24 28. 120. 27. 145. 45. 167. 2.096 378. O. 378. 0.021 51 I
SST SY$VEMS,INC. 130 PAGE No. 48
. . . . . . . . . . . . . . . . . . . . . . .iso . .monticello
. . . . . plant
. . . #1 oo OS?/PIPESTRESS ++
. . . . . . . . . . . . . . .version
. . . .3.4.03
. . . . .IBM-PC
. .prilA 1992 .......
CALCULATION NUMBER 2913 . CODE ANSI /ASME B31.1 ASME 1973 REV $73 dubovecky TIMES 08:55 50 12/15/97 LOADING CASE NO. 40 DYNAM(SHUT) ANALYSIS - OYNAMIC Analysis X = 1.50G Y = 1.500 2 = 1.500 EQUATION 12 OCCASIONAL LOAD - UPSET
========== STRESSES IN PSI ==========
LOCAL -- BOUNOS FOR PRIMARY INTERNAL FORCES -- POINT - FORCES IN POUNDS - - - MOMENTS IN FOOT POUNDS - .75 OYNAM L PRES TOTAL STRESS NO. SHEAR 1 SHEAR 2 AXIAL BEND.1 BEND.2 TORSION SIF STRESS STRESS STRESS 1.2 SH
, (X) (Y) (Z) (X) (Y) (2) LINE BRANCH CONN 24 - BRANCH . CONN ' 24 TANGENT' 24 112. 199 132. 110. 333, 106 2.096 518. O. 518. 0.029 26, 112. 199 132. 121. 349, 1.000 106. 259. O. 259. 0.014 55 TANGENT 26 114 201. 133. 121. 349, 106. 1.000 259. O. 259. 0.014 28 114 201 133. 1 73. 367. 106. 1.000 282. O. 282. 0.016 57 TANGENT 28 133. 216. 142. 1 73 . 367. 106. 1.000 282. O. 282. 0.016 29 133. 216. 142, 241. 391, 106. 1.000 318. O. 318. 0.018 59 SR ELBOW 29 136. 219. 144, 241. 391. 106. 1.080 343. 0. 343. 0.019 31- 144. 219, 136. 202. 467. 340 1.080 446. O. 446. 0.025 61 TANGENT 31 221. 146 139. 467. 202. 340. 1.000 412. O. 412. 0.023 32 221. 146, 139. 504 289 340 1.000 454. O. 454. 0.025 - 63 ANCHOR 32 BRANCH CONN 24 TANGENT 24 102. 169 126. 209. 364. 236, 2.096 681. O. 681. 0.038 34 102. 169 126. 148, 347. 236. 1.000 300. O. 300. 0.017 79 TANGENT- 34 99. 169. 125. 148, 347. 236. 1.000 300. O. 300, 0.017 36 99 169 125. 137. 332, 236. 1.000 290. O. 290. 0.016 81 .SR EL90W 36 94. 168 123. 137, 332. 236. 1.080 313. O. 313. 0.017 38 123. 168 94. 167.~ 276. 196. 1.080 275. D. 275. 0.015 83 af '38 164 121 87. 276. 167. 196 1.000 255. O. 255. 0.014 40 1 64 121. 87. 71. 234, 196. 1.000 211. O. 211. C.012 85 TANGENT 40 158. 112. 81. 71. 234. 196. 1.000 211. O. 211. 0.012 42 158. 112. 81. 74. 301. 196. 1.000 247. O. 247. 0.014 87 - WEL0 LNG TEE 42 WELDING TEE 42 7ANGENT~ 42 27. 54, 33. 44. . 22. O. 1.000 33. O. 33. 0.002 44 27. 54. 33. 19. 9. O. 1.000 14. O. 14 0.001 91 7ANGEN?= 44 24. 49. 30. 19. 9. O. 1.000 14. O. 14. 0.001 45 24. 49. 30. O. O. O. 1.000 0. O. O. 0.000 93 WELDING TEE 42 TANGENT 42 .- 70. 78. 131. 196. 320. 88. 1.000- 260. O. 260. 0.014 46 70. 78. 131. 207 309. 88. 1.000 257. O. 257. 0.014 97 VANGENT 46 . 71. ' 75. 121. 207. 309. 88. 1.000 257. O. 257. 0.014 9006 . 71. 75 121, 359. 314, 88. 1.000 327. O. 327. 0.018 99 1
I l l1 1 1 I; _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
l l
$$T SYSTEMS,1NC. 140 PAGE NO. 49 H DS1/PIPESTRESS ++ iso monticello plant #1 Version 3.4.03 IBM PC April 1992 CALCULATION NUMBER 2913 CODE ANSI /ASME B31.1 ASME-1973 REV S73 dubovecky TIME = 08:55:50 12/15/97 LOADING CASE NO. 40 DYNAM(SHUT) ANALYSIS - DYNAMIC Analysis X = 1.50G Y = 1.50G 2 = 1.50G ;
i EQUAfl0N 12 OCCASIONAL LOAD UPSET l sessansana STRESSES IN PSI ====ssussa LOCAL --- BOUNDS FOR PRIMARY INTERNAL FORCES --- POINT - FORCES IN POUNOS ---- - MOMENTS IN FOOT POUNDS - - .75 DYNAM L PRES TOTAL. STRESS NO. SHEAR 1 SHEAR 2 AXIAL BEND.1 BEND.2 TOR $10N SIF STRESS STRESS STRESS 1.2 SH (X) (Y) (2) (X) (Y) (2) LINE TANGENT 9006 76. 73. 106. 359, 314. 88. 1.000 327. O. 327. 0.018 48 76. 73. 106. 556. 451. 88. 1.000 486. O. 486. 0.027 101 TANGENT 48 86. 96, 92. 556. 451. 88. 1.000 486. O. 486. 0.027 9007 86. 96. 92. 289. 193. b8. 1.000 242. O. 242. 0.013 105 TANGENT 9007 70. 75. 81. 289. 193. 88. 1.000 242. O. 242. 0.013 4 50 70. 75. 81. 210. 133. 88. 1.000 178. O. 178. 0.010 107 TANGENT 50 53. 54 75. 133. 210. 88. 1.000 178. O. 178. 0.010 52 53. 54. 75. 150. 220, 88. 1.663 315. O. 315. 0.017 109 BRANCH CONN 52 BRANCH CONN 52 TANGENT 52 63. 66. 225. 203. 191. 44. 1.663 316. O. 316. 0.018 f4 63. 66, 225. 222. 214. 44 1.000 210. O. 210. 0.012 113 TANGENT 54 63. 59, 227. 214. 222. 44 1.000 210. O. 210. 0.012 56 63. 59, 227. 217. 224. 44. 1.000 212. O. 212. 0.012 115 TANGENT 56 60. 56, 228. 217. 224 44. 1.000 212. O. 212. 0.012 ; 58 60. 56. 228. 237. 244. 44. 1.000 231. O. 231. 0.013 117 WELDING TEE 58 WELDIEG TEE 58 TANGENT 58 33. 27. 82. 174. 73. 72. 1.000 136. O. 136. 0.008 60 33. 27. 82. 170. 82. 72. 1.000 136. O. 136. 0.008 121 si 60 31. 29. 83. 170. 82. 72. 1.000 136. O. 136. 0.008 9 62 31. 29. 83. 161. 92. 72, 1.000 134. O. 134. 0.007 123 ' REDUCER 62 32. 33. 85. 161. 92. 72. 1.500 201. O. 201. 0.011 125 64 32. 33. 85. 153. 98. 72. 1.500 826. O. 826. 0.046 127 TANGENT 64 32. 35. 86. 153. 98. 72. 1.350 743. O. 743. 0.041 66 32. 35. 86. 145. 105. 72. 1.000 543. O. 543. 0.030 129 TANGENT 66 33, 36. 86. 145. 105. 72. 1.000 543. O. 543. 0.030 68 33. 36. 86. 135. 115. 72. 1. 0')0 536. O. 536. 0.030 131 SR ELBOW 68 34. 39. 87, 135. 115. 72. 1.470 788. O. 788. 0.044 70 87. 39. 34, 59. 104. 126. 1.470 717. O. 717. 0.040 133 i TANCENT 70 88. 47. 38, 59 104. 126. 1.000 487. O. 487. 0.027 i 72 88. 47. 38, 57. 169. 126. 1.000 614. O. 614. 0.034 135 l l l l l l' 1 l l l L _ ______.
SST SY$TEMS,1NC. 141 PAGE NO. 50
+o DS?/PIPESTRESS ++ lao monticello plant #1
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .version . . . 3.4.03 . . . . . IBM . .CP.........
April 1992 CALCULATION NUMBER 2913 CODE ANSI /ASME B31.1 ASME.1973 REV $73 dubovecky TIME = 08:55:50 12/15/97 LOADING CASE NO. 40 DYNAM(SHUT) ANALY$l$ . DYNAMIC Analysis X = 1.500 Y = 1.50G 2 = 1.50G I EQUAfl0N 12 OCCASIONAL LOAD UPSET
===ss===== STRESSES IN PSI : a=======
LOCAL ." BOUNDS FOR PR!hARY INTERNAL FORCES ". POINT ".. FORCES IN POUNDS " " " " MOMENTS IN FOOT POUNDS " " .75 DYNAM L PRES TOTAL STRESS NO. SHEAR 1 SHEAR 2 AXIAL BEND.1 BEND.2 TOR $10N SIF STRESS STRESS STRESS 1.2 SH (X) (Y) (Z) (X) (Y) (Z) LINE SR ELBOW 72 52. 88 44, 169 57. 126. 1.470 903. O. 903. 0.050 74 44 88. 52. 146. 62. 195. 1.470 1040. O. 1040. 0.058 137 7ANGENT 74 46. 88. 53, 146. 62. 1.000 46, 195. 707. O. 707. 0.039 76 88. 53. 157. 57, 195. 1.000 722. 0. 722. 0.040 139 i SR ELBOW 76 88. 48. 55. 57. 157. 195. 1.470 1062. O. 1062. 0.059 78 55. 48. 88. 180. 163. 48. 1.470 1021. O. 1021. 0.057 141 TANGENT 78 55. 62. 87. 163. 180. 48. 1.000 695. O. 695. 0.039 9008 55. 62. 87. 32. 62. 48. 1.000 238. O. 238. 0.013 143 7ANGEN7 9008 62. 68. 87. 32. 62. 48. 1.000 238. O. 238. 0.013 80 62. 68. 87 118. 73 . 48. 1.000 412. 0. 412. 0.023 145 TANGENT 80 64. 60. 87. 118, 73. 48. 1.000 412. O. 412. 0.023 180 64 60. 87 84 116. 48. 1.000 423. O. 423. 0.024 149 SR EL8OW 180 64 60. 87. 84, 116. 48. 1.470 622. O. 622. 0.035 182 87. 60. 64. 29. 112, 68. 1.470 556. O. 556. 0.031 151 TANGENT 182 87. 60. 65. 29. 112. 68. 1.000 378. 0. 378. 0.021 184 87. 60. 65. 20. 101, 68. 1.000 346. 0. 346. 0.019 153 SR ELBOW 184 - 87. 60. 65. 20. 101, 68. 1.470 509. O. 509. 0.028 185 65. 60. 87. 84. 61, 11. 1.470 431. O. 431. 0.024 155 TANGENT 185 65. 60. 87. 84. 61. 11. 1.000 293. O. 293. 0.016 186 65. 60. 87. 92. 52. 11. 1.000 299. O. 299. 0.017 157
. 30W 186- 61. 65. 88. 52. 92. 11, 1.470 440. O. 440. 0.024 188 88. 65. 61. 24, 86. 38, 1.470 401. O. 401. 0.022 159 7ANGEN7 188 66. 88. 61. 86. 24, 38. 1.000 273. O. 273. 0.015 190 66 88. 61. 58. 66. 38. 1.000 268. O. 268. 0.015 161 TANGENV 190 88. 66. 61, 66. 58, 38, 1.000 268. O. 268. 0.015 192 88. 66. 61. 88. 63. 38. 1.000 321. O. 321. 0.018 163 WELDING VEE 192 WELDING 7EE 192 7ANGENT 192 14. 14, 9. 9. 9. O. 1.000 34. O. 34. 0.002 194 14 14. 9 4. 4. 0, 1.000 15. O. 15. 0.001 167 .
TANGENT 194 13. 13. 9. 4. 4 O. 1.000 15. O. 15. 0.001 196 13. 13. 9. O. O. O. 1.000 0. O. O. 0.000 169 WELDING TEE 192 TANGEN7 172 63. 69. 93. 38. 62. 88. 1.000 319. O. 319. 0.018 198 63. 69 93. 33. 71. 88. 1.000 331. O. 331. 0.018 173
SST SY$TEMS,1NC. 142 PAGE NO. 51
++ DST /P1PESTRESS ++ lso monticetto plant #1 {
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .version . . . .3.4.03
. . . . .IBM
. .pril PC A 1992 CALCULATION NUMBER 2913 CODE ANSI /ASME B31.1 ASME 1973 FEV G73 dubovecky TIMES 08:55:50 12/15/97 LOADING CASE No. 40 OYNAM(SHUT) ANALYSIS OYNAMIC Analysis X = 1.50G Y = 1.500 2 = 1.50G EQUAfl0N 12 OCCASIONAL LOAD UPSET susses==== STRESSES IN PSI asanassses LOCAL BOUNDS FOR PRIMARY INTERNAL FORCES **
POINT FORCES IN POUNDS **.- - MOMENTS IN FOOT POUNDS -
.75 0YNAM L PRES TOTAL STRESS NO. SHEAR 1 SHEAR 2 AXIAL BEND.1 BEND.2 TORSION $1F STRESS STRESS STRESS 1.2 SH (X) (Y) (2) (X) (Y) (2) LINE l TANGENT 198 70. 63. 93. 71. 33. 88. 1.000 331. O. 331. 0.018 200 70. 63. 93. 77. 37. 88. 1.000 344. O. 344. 0.019 175 SR ELBOW 200 63. 70. 94. 37. 77. 88. 1.470 506. O. 506. 0.028 202 ' . 94. 70. 63. 67. 102. 52. 1.470 546. O. 546. 0.030 177 TANGENT' 202 71. 95. 63, 102, 67. 52. 1.000 371. O. 371. 0.021
! 204 71. 95. 63. 166. 37 52. 1.000 501. O. 501. 0.028 179
. ANCHOR , 204 '
WELDING TCE 58. TANGENT i ' 58 172. 42. 38. (S. 198. 98. 1.000 591. O. 591. 0.033 ' 82 172. 42, 38, 32, 135. 98. 1.000 476. O. 476 0.026 195 SR EL80W 82 1 73. 40, 36. 32. 135. 98. 1.470 700. 0. MO. 0.039 86 36. 40. 1 73. 87 87, 22. 1.470 514. O. 514 0.029 197 TANGENT 86 32. 34, 175. 87. 87. 22. 1.000 350. O. 350, 0.019 88 32. 34. 175. 48. 56. 22. 1.000 214. O. 214. 0.012 199 LR ELBOW 88 27. 29. 177. 48. 56. 22, 1.118 240. O. 240. 0.013 90 123. 29. 129 30. 31. 43. 1.118 189. 0. 189. 0.011 201 TANGENT 90 123. 26. 130, 30. 31. 43. 1.000 170. D. 170. 0.009 92 123. 26. 130. 35, 59. 43. 1.000 226. O. 226. 0.013 203 SR EL80W 92 23. 123, 131. 59. 35. 43. 1.470 332. O. 332. 0.018 94 131. 123. 23, 7, 25. 99. 1.470 424. O. 424. 0.024 205 af 94 21. 178. 21. 19. 18. 99. 1.000 288. O. 288. 0.016 96 21, 178. 21. 41. 18. 99. 1.000 306. O. 306. 0.017 207 SR EL90W 96 179. 20, 20. 18. 41. 99. 1.470 451. O. 451. 0.025 98 20. 20. 179. 98. 97. 20. 1.470 575. O. 5 75. 0.032 209 TANGENT 98 16, 13. 179. 97. 98. 20. 1.000 391. O. 391. 0.022 9009 16. 13. 179. 84 87, 20. 1.000 345. O. 345. 0.019 211 TA% GENT 9009 16. 12. 180. 84 87. 20. 1.000 345. O. 345. 0.019 l 9010 -16. 12. 180. 58. 59, 20. 1.000 239. O. 239. 0.013 213 l TANGENT 9010 24. 20. 181. 58. 59, 20. 1.000 239. O. 239. 0.013 , 9011 24, 20. 181. 31, 29. 20. 1.000 132. O. 132. 0.007 215 l TANGENT 9011 30. 25, 183. 31. 29 20. 1.000 132. O. 132. 0.007 l 100 30, 25. 183. 74. 86. 20, 1.000 325. O. 325. 0.018 217 26, SR ELBOW 100 31, 183. 74 86. 20. 1.470 478. O. 478. 0.027 ' 102 183. 26. 31. 17. 68. 82. 1.470 445. O. 445. 0.025 219 l L__ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
I I
$$T SYSTEMS,INC. 143 PAGE NO. 52 M DST / PIPES?RESS .++ iso monticello plant #1 Version 3.4.03 IBM-PC April 1992 I CALCULATION NUMBER 2913 CODE ANSI /ASME 831.1 ASME 1973 REV $73 dubovecky TIME = 08:55:50 12/15/97 LOADING CASE NO. 40 DYNAM($ HUT) ANALYSIS DYNAMIC Analysis X = 1.50G Y = 1.50G Z = 1.50G EQUATION 12 OCCASIONAL LOAD a UPSET ;
========== STRESSES IN PSI ========== '
)
LOCAL BOUNDS FOR PRIMARY INTERNAL FORCES - PolNT FORCES IN POUNDS --.- - MOMENTS IN FOOT POUNDS -
.75 DYNAM L PRES TOTAL STRESS NO. SHEAR 1 SHEAR 2 AXIAL BEND.1 BEND.2 TORSION SIF STRESS STRESS STRESS 1.2 SH (X) (Y) (2) (X) (Y) (2) LINE WGENT 102 184. 26. 31, 17. 68. 82. 1.000 303. O. 303. 0.017 ,
104 184 26, 31, 16, 68. 82. 1.000 302. G. 302. 0.017 221 j WGENT 104 26, 184. 31. 68. 16. 82. 1.000 302. O. 302. 0.017 1 106 26. 184 31. 97. 18. 82. 3.504 1261. D. 1261. 0.070 223 ENCH CONN 106 DCH CONN 106 WGENT 106 37. 187 29 82. 19. 97. 3.504 1265. O. 1265. 0.070 j
.108 37. 187. 29. 119. 27. 97. 1.000 438. O. 438. 0.024 227 i DGENT 108 37. 187. 29, 119. 27. 97. 1.000 438. O. 438.' O.024 110 37. 187. 29. 131. 30, 97. 1.000 466. O. 466. 0.026 229 EHC3 110 DNCH CONN 106 DGENT 106 13. 12. 8. 7. 8. O. 3.504 106. O. 106. 0.0%
112 13. 12. 8. 3. 3. O. 1.000 13. 0. 13. 0.001 245 , DGEN7 112 12. 11. 8. 3. 3. O. 1.000 13. O. 13. 0.001 ' 114 12. 11. 8. O. O. D. 1.000 0. O. O. 0.000 247 i D CH CONN 52 l CGENT- 52 273. 58. 26. 98. 322. 113. 1.663 579. O. 579. 0.032 116 2 73. 58, 26. 72. 195. 113. 1.000 232. O. 232. 0.013 251 i NT ' 116 60. 272. 30. 195. . 72. 113. 1.000 232. O. 232. 0.013 J 118 60 "2 . 30. 60. 43. 113. 1.000 133. O. 133. 0.007 253 )cLBOW 118- 269. 63 36. 43. 60. 113. 1.615 214. O. 214. 0.012 120 36. 63. 269. 93. 98. 25. 1.615 217. 0. 217. 0.012 255 CGENT. 120 74 53. 259. 98, 93. 25. 1,000 134. O. 134 0.007 9012- 74. 53, 259, 221. 206. 25. 1.000 298. O. 298. 0.017 257 CGENT 9012 81. 67. 244. 221. 206. 25. 1.000 298. O. 298 0.017 122 81. 67. 244. 426. 459. 25, 1.000 615. O. 615. 0.034 259 CGEN7 122. 73. 47, 229. 426. 459, 25. 1.000 615. O. 615. 0.034
. 9013 73. 47, 229. 310. 260 25. 1.000 397. O. 397. 0.022 263 CGEN7 9013 69. 47. 214. 310. 260. 25. 1.000 397. O. 397. 0.022 9014 69. 47, 214. 192. 127, 25. 1.000 227. O. 227. 0.013 265 CGEN7 9014 58. St. 200. 192. 127. 25. 1.000 227. O. 227. 0.013 9015 58. 51, 200. 101, 186. 25, 1.000 210. O. 210. 0.012 267 CGENT 9015 40. 57. 186. 101. 186. 25, 1.000 210. O. 210. 0.012 124 40. 57, 186. 185. 277. 25. 1.000 328. O. 328. 0.018 269 4
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SST SY$TEMS,!NC. 144 PAGE NO. 53
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. .prilA 1992 CALCULATION NUMBER 2913 CODE ANSI /ASME B31.1 ASME-1973 REV S73 dubovecky TIME = 08:55:50 12/15/97 LOADING CASE NO. 40 OYNAM(SHUT) ANALYS!$ - OYNAMIC Analysis X = 1.50G Y = 1.50G 2 = 1.50G EQUATION 12 OCCASIONAL LOAD UPSET es======== STRESSES IN PSI ==========
LOCAL - - 80UNOS FOR PRIMARY INTERNAL FORCES -- POINT ---- FORCES IN POUNOS -- - -- - MOMENTS IN FOOT POUNOS ---- .75 OYNAM L PRES TOTAL STRESS NO. SHEAR 1 SHEAR 2 AXIAL BEND.1 BEND.2 TORSION Sif STRESS STRESS STRESS 1.2 SH (X) (Y) (2) (X) (Y) (2) LINE TANGENT 124 18. 43. 171. 185. 277. 25, 1.000 328. O. 328. 0.018 9016 18. 43. 1 71. 87. 304. 25. 1.000 9016 312. O. 312. 0.017 2 73 TANGENT 23. 39 157. 87. 304 25. 1.000 312. O. 312. 0.017 9017 23. 39. 157. 120, 244, 25, 1.000 268. O. 268. 0.015 275 TANGENT 9017 46. 34 142. 120. 244, 25. 1.000 268. O. 268. 0.015 9018 46. 34. 142. 206. 109. 25. 1.000 230. O. 230. 0.013 277 TANGENT 9018 65. 30. 128. 206. 109. 25. 1.000 230. O. 230. 0.013 9019 65. 30. 128. 286. 119. 25. 1.000 304 O. 304. 0.017 279 TANGENT 9019 75. 30. 115, 286. 119. 25. 1.000 3 04. O. 304. 0.017 126 75. 30 115. 361. 348. 25. 1.000 493. O. 493. 0.027 281 TANGENT 126 60. 71. 102. 361. 348. 25 1.000 493. O. 493. 0.027 9020 60. 71. 102. 133, 187. 25. 1.000 226. D. 226. 0.013 285 TANGENT 9020 60. 62 91. 133. 187. 25. 1.000 226. O. 226. 0.013 128 60. 62 91. 70. 147, 25. 1.000 162. O. 162. 0.009 287 SR ELBOW 128 62. 50, 85. 70. 147. 25. 1.615 262. 0. 262. 0.015 130 85. 50, 62. 30. 126. 94. 1.615 255. O. 255. 0.014 289 TANGCNT 130 81. 43. 65. 30. 126. 94 1.000 158. O. 158. 0.009 9021 81. 43. 65. 92. 66. 94 1.000 144. O. 144. 0.008 291 TANGENY 9021 71. 33. 70. 92. 66. 94 1.000 144. D. 144. 0.008 132 71. 33. 70. 148. 161. 94. 1.000 234. 0. 234. 0.013 293 4T 132 51. 18. 78. 148. 161. 94. 1.000 234. O. 234. 0.013 9022 51. 18. 78. 207. 324, 94 1.000 389. O. 389. 0.022 295 TANGENT 9022 17. 6. 91. 207, 324. 94. 1.000 389. O. 389. 0.022 9023 17. 6 91, 197 366. 94 1.000 419. O. 419. 0.023 297 TANGENT 9023 29. 21. 105. 197. 366. 94 1.000 419. O. 419. 0.023 9024 29, 21, 105. 127. 94, 285. 1.000 320. O. 320. 0.018 299 TANGENT 9024 55. 32. 120. 127. 285. 94 1.000 320. O. 320. 0.018 134 55. 32. 120. 17. SR ELBOW 152. 94 1.000 176. O. 176. 0.010 301 134 60. 34. 130. 17, 152. 94 1.615 285. O. 285. 0.016 136 130. 34 60. 81. 77. O. 1.615 177. O. 177. 0.010 303 TANGENT 136 132. 35, 60. 81. 77. O. 1.000 110. D. 110. 0.006 138 132. 35. 60. 79. 66. O. 1.000 101. O. 101. 0.006 305 TANGENT 138 133, 158. 61. 79. 66. O. 1.000 101. O. 101, 0.006 140 133. 158. 61. O. O. O. 1.000 0. O. O. 0.000 309
SSV $VSTEQS,1NC. 145 PACE No. 54 o+ DS?/PIPESTRESS ++ iso monticello plant #1 version 3.4.03 IBM-PC April 1992 CALCULATION NUMBER 2913 CODE ANSI /ASME B31.1 ASME-1973 REV S73 dubovecky TIME = 08:55:50 12/15/97 l LOADING CASE NO. 40 DYNAM(SHUT) ANALYSIS - DYNAMIC Analysis X = 1.50G Y = 1.500 2 = 1.50G EQUATION 12 OCCA310NAL LOAD - UPSET
========== SYRESSES IN PSI ==========
LOCAL -- BOUNDS FOR PRIMARY INTERNAL FORCES --- POINT - - FORCES IN POUNDS -- - - -- MOMENTS IN FOOT POUNDS ---- .75 DYNAM L PRES TOTAL STRESS j NO. SHEAR 1 SHEAR 2 AXIAL BEND.1 BEND.2 TORSION $1F STRESS STRESS STRESS 1.2 SH i (X) (Y) (Z) (X) (Y) (Z) LINE MAX STRESS RATIO = 0.070 AT POINT 106 l l l i I 1 i l _____ . _ _ _
S8? SYSTEMS,1NC. 14& PAGE No. 55 oo DST /PIPESTRESS ++ iso monticello plant #1 version 3.4.03 IBM PC April 1992 CALCULATION NUMBER 2913 CODE ANSI /ASME B31.1 ASME.1973 REV 573 dubovecky TIMES 08:55:50 12/15/97 LOADlHG CASE NO. 40 OYNAM(SHUT) ANALYSIS OYNAMIC Analysis X = 1.50G Y a 1.50G Z = 1.50G ; BOUNDS FOR PRIMARY ACTION OF ANCHORS,$UPPORTS AND RESTRAINTS ON PIPING GLOBAL POINT -
- FORCES IN LB - - - -
- - MOMENTS IN FT LB ---- - RESULTANT RESULTANT NO. FX FY FZ MX MY MZ FORCE MOMENT LINE ANCHOR 2 40. 41. 47. 76. 98. 11J. 74 166. 13
-ANCHOR 32 140. 147. 222. 340. 289. 504 301. 6 73. 64 ANCHOR 204 71. 63. 95. 166. 52. 37. 135. 178. 180 ANCHOR 110 37. 29. 187, 131. 97. 30. 193. 166. 230 RES7RAINT _16 66. O. O. 66. 312 RESTRAINT 16 0. 43. O. 43. 314 RESTRAINT 18 79.' O. O. 79. 316 RESTRAINT '18 0. 53. O. 53. 318 i PESTRAINT 48 167 O. O. 167. 320 j RESTRAINT 48 0 1 70. O. 170. 322 i RESTRAlWT 80 0. 124. O. 124. 324 RESTRAINT 122 154. O. O. 154. 326 RESTRAINT 122 0. 114. 0. 114. 328 RESTRAINT 124 0. 92. D. 92. 330 RESTRAINT 126 139. O. O. 139. 332 RESTRAINT 126 0, 100. O. 100. 334 RESTRAINT 138 0. 135. O. 135. 336 RESTRAINT '140 134. O. O. 134 338 i RESTRAINT 140 0. 158. O. 158. 340 prSTRAINT 140 0. O. 61. 61. 342 5
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. . . . .IBM. .pril PC A 1992 CALCULATION NUMBER 2913 CODE ANSI /ASME B31.1 ASME-1973 REV 573 dubovecky TIMc= 08:55:50 12/15/97 LOADING CASE NO. 40 DYNAM(SHUT) ANALYSIS - DYNAMIC Analysis X = 1.50G Y = 1.SOG Z = 1.500 BOUNDS FOR PRIMARY ACTION OF ANCHORS, N0ZZLES AND CONNECTIONS ON PIPING IN THE LOCAL COORDINATE SYSTEM OF CONNECTED PIPING (SEE PAGE NO. 10)
TYPE POINT -
- - -- - - FORCES IN LB -- -- ---- ---- ------------ MOMENTS IN FT LB ------ ---- -
NO. SHEAR 1 SHEAR 2 AXIAL SHEAR RSLTNT BEND.1 BEND.2 TORSION BENDING RSLTNT (X) (Y) (2) RSLTNT FORCE (X) (Y) (Z) RSLTNT MOMENT ANCHom 2 47. 41. 40. 62. 74. 110. 98. 76. 147, 166. ANCHOR 32 222. 147, 140. 266. 301. 504. 289. 340. 581. 673. ANCHOR 204 71. 95. 63. 119. 135. 166. 37. 52, 170. 178. ANCHOR 110 37, 187. 29, 191. 193. 131. 30. 97. 135. 166.
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. .pril PC A 1992 ALCULATION NUMBER 2913 CODE ANSI /ASME B31.1 ASME 1973 REV 573 dubovecky TIME = 08:55:50 12/15/97 l LOADING CASE NO. 80 COM81 NATION ANALYSIS - PR CASE 10 CASES 10 40 METH ABSADD FACT 1.0 1.0 GLOBAL
- DISPLACEMENTS (IN) - - ROTATIONS (RAD *1000) - --- - ACCEL (G-S) - -
. Pol 3T D(X) D(Y) D(Z) R(X) R(Y) R(Z) AC(X) AC(Y) AC(Z) RE $N VS CS 3 0.000 0.000 0.000 0.0000 0.0000 0.0000 0.180 0.120 0.180 6 l 4 0.000 0.001 0.000 0.0245 0.0234 0.0960 0.180 0.118 0.176 6 0.001 0.002 0.001 0.0420 0.0436 0.1453 0.167 0.119 0.169 8- 0.007 0.002 0.002 0.0555 0.0709 0.1777 0.154 0.119 0.136 10 0.008 0.003 0.002 0.0503 0.0795 0.2169 0.1 73 .0.125 0.129 13 0.008 0.004 0.002 0.0501 0.0815 0.2190 0.173 0.132 0.127 14 0.007- 0.005 0.003 0.0541 0.1006 0.2207 0.164 0.142 0.125 9001 0.003 0.003 0.003 0.0791 0.0989 0.2274 0.132 0.119 0.124 16 0.000 0.000 0.003 0.0384 0.0543 0.2366 0.180 0.120 0.124 9002 ' 0.001 0.001 0.003 0.0214 0.0113 0.2479 0.219 0.129 0.124 9003 0.001- 0.001 0.003 0.0213 0.0204 0.2602 0.212 0.128 0.125
$8 0.000 0.000 0.003 0.0506 0.0294 0.2734 0.180 0.120 0.125 9004 0.002 0.003 0.003 0.0918 0.0609 0.2849 0.156 0.115 0.125 9005 0.004 0.005 0.003 0.0348 0.0573 0.2968 0.148 0.117 0.125 20 0.005 0.005 0.003 0.0830. 0.0382 0.3088 0.150 0.118 0.125 22 0.005 0.003 0.003 0.1336 0.0759 0.3168 0.150 0.115 0.130 23 0.005 0.003 0.003 0.1345 0.0766 0.3168 0.150 0.115 0.131 24 0.005 0.001 0.002 0.1399 0.0805 0.3159 0.150 0.117 0.137 26 0.003 0.001 0.002 0.1286 0.0706 0.2862 0.156 0.117 0.148 28 0.002 0.001 0.001- 0.1171 0.0626 0.2619 0.163 0.117 0.157 29 0.001 0.001 0.001 0.1035 0.0546 0.2377 0.172 0.117 0.167 31 0.000 0.000 0.000 0.0248 0.0127 0.0441 0.180 0.120 0.179 32 0.000 0.000 0.000 0.0000 0.0000 0.0000 0.180 0.120 0.180 6 24 0.005 0.001 0.002 0.1399 0.0805 0.3159 0.150 0.117 0.137 34 0.007 0.001 0.003 0.1572 0.1004 0.3419 0.148 0.117 0.127 36 0.012 0.001 0.005- 0.1869 0.1459 0.3988 0.161 0.117 0.112 38 0.014 . 0.004 0.007 0.2238 0.1814 0.5383 0.1 77 0.114 0.107 40 0.014 0.018 0.008 0.2902 0.2072 0.6006 0.177 0.198 0.120 42 0.014 0.021 0.008 0.3094 0.2056 0.6057 0.177 0.229 0.128 44 0.014 0.025 0.009 0.3094 0.2061 0.6112 0.1 77 0.262 0.137 45 0.014 0.028 0.010 0.3094 0.2062 0.6126 0.177 0.290 0.146 42 0.014 0.021 0.008 0.3094 0.2056 0.6057 0.177 0.229 0.128 46 0.013 0.020 0.008 0.3147 0.2039 'O.6037 0.1 71 0.217 0.128 9006 0.007 0.007 0.008 0.2978 0.1786 0.5711 0.164 0.145 0.128 48 0.000 0.000 0.008 0.4291 0.1828 0.5411 0.180 0.120 0.128 1
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. .prilA 1992 1
CALCULATION NUMBER 2913 CODE ANSI /ASME B31.1 ASME 1973 REV $73 dubovecky TIME = 08:55:50 12/15/97 LOA 0!NG CASE NO. 80 COMBINATION ANALYSIS - PR CASE 10 CASES 10 40 METH ABSADD FACT 1.0 1.0 GLOBAL --DISPLACEMENTS (IN) - - ROTATIONS (RAD *1000)-- - -- ACCEL (G S) - - POIN7 0(X) O(Y) 0(Z) R(X) R(Y) R(Z) AC(X) AC(Y) AC(2) RE SN VS CS 9007 0.008 0.028 0.008 0.9189 0.2117 0.5145 0.180 0.1 73 0.128 50 0.016 0.067 0.008 1.0188 0.2346 0.4919 0.263 0.324 0.128 52 0.018 0.0 73 0.008 1.0088 0.2380 0.4891 0.282 0.348 0.128 56 0.019 0.079 0.008 0.9825 0.2368 0.4891 0.302 0.3 73 0.128 56 0.019. 0.079 0.008 0.9787 0.2367 0.4891 0.304 0.3 76 0.128 58 0.021 0.085 0.008 '0.9476 0.2355 0.4891 0.325 0.400 0.128 60 0.022 0.090 0.008- 0.9286 0.2377 0.4853 0.345 0.424 0.128 62 0.023 0.096 0.008 0.9071 0.2410 0.4811 0.370 0.451 0.128 64 0.024 0.099- 0.008 0.8603 0.2502 0.4718 0.385 0.467 0.128 66 0.025 0.103 0.008 0.7821 0.2692 0.4564 0.400 0.483 0.128 68 0.027 0.106 0.008 0.6889 0.2988 0.4378 0.419 0.500 0.12C 70 0.028 .0.108 0.007 0.2691 0.5597 0.3389 0.433 0.496 0.118 F2 0.028 0.098 0.013 0.4092 0.5668 0.3851 0.433 0.537 0.141 i F4 0.028 0.097 0.012 0.8044 0.3180 0.2682 0.430 0.5 64 0.148 76 0.028 0.097 0.011 0.8436 -0.3126 0.2679 0.430 0.564 0.145 FB 0.027 0.092 0.006 1.5329 0.3262 0.2934 0.419 0.535 0.140 9008 0.019 0.047 0.006 1.P424 0.3991 0.3009 0.2 72 0.287 0.140 80 0.008 0.000 0.006 1.6730 0.4024 0.3311 0.165 0.120 0.140 180 0.006 0.013 0.006 1.5605 0.3865 0.3478 0.170 0.163 0.140 182 0.005 0.017 0.007 1.3282 0.3039 0.4486 0.178 0.184 0.142 184 0.005 0.016 0.007 1.3051 0.2990 0.4485 0.178 0.180 0.145
'85 0.005 0.010 0.008 1.0847 0.2150 0.3418 0.172 0.154 0.153
.86 0.005 0.008 0.008 1.0614 0.2103 0.3356 0.170 0.145 0.153 188 0.003 0.005 0.005 0.6375 0.1421 0.2753 0.171 0.132 0.156 190 0.001 0.005 0.000 0.5532 0.1195 0.2371 0.182 0.132 0.172 192 0.001 0.005 0.002 0.5185 0.1086 0.2094 0.187 0.132 0.181 194 0.001 0.005 0.004 0.5187 0.1086 0.2097 0.193 0.132 0.191 196 0.002 0.005 0.006 0.5187 0.1086 0.2097 0.198 0.132 0.200 192 0.001 0.005 0.002 0.5185 0.1086 0.2094 0.187 0.132 0.181 198 0.001 0.002 0.002 0.5030 0.1037 0.1913 0.186 0.125 0.181 200 0.001 0.002 0.002 0.4868 0.0982 0.1733 0.185 0.123 0.181 202 0.000- 0.000 .0.001 0.1662 0.0654 0.0549 0.182 0.120 0.179 204 0.000 0.000 0.000 0.0000 0.0000 0.0000 0.180 0.120 0.180 6 SG 0.021 0.085 0.008 0.9476 0.2355 0.4891 0.325 0.400 0.128 82 0.021 0.085 0.007 0.9113 0.2300 0.4920 0.325 0.390 0.120 l
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SST 5YSTEM$,1NC. 150 PAGE NO. 59 ++ DST /PIPiSTRCSS ++ iso monticello plant #1 version 3.4.03 IBM PC April 1992 CALCULATION NUMBER 2913 CODE ANSI /ASME B31.1 ASME.1973 REV S73 dubovecky TIME = 08:55:50 12/15/97 LDADING CASE NO. 80 COMBINATION ANALYSIS - PR CASE 10 CASES 10 40 METH ABSADO FACT 1.0 1.0 GLOBAL - -DI:7L.'0EaJNTS (IN)- - -ROTATIONS (RAD *1000)-- --- - ACCEL (G S)------ POINT D(X) D(Y) D(Z) R(X) R(Y) R(Z) AC(X) AC(Y) AC(2) RE SN VS CS 86 0.020 0.083 J.007 0.6074 0.2406 0.6021 0.316 0.371 0.112 88 0.019 0.0 73 0.007 0.4401 0.2940 0.5983 0.320 0.335 0.112 90 0.019 0.072 0.006 0.4180 0.3334 0.6049 0.332 0.339 0.106 92 0.020 0.0 73 0.005 0.4218 0.3277 0.5897 0.356 0.358 0.098 94 0.018 0.0 73 0.003 0.4512 0.2646 0.5287 0.370 0.367 0.113 96 0.018 0.0 73 0.002 0.4516 0.2523 0.5225 0.3 72 0.367 0.122 98 0.019 0.0 72 0.001 0.4268 0.1876 0.4788 0.381 0.368 0.142 9009 0.016 0.060 0.001 0.4933 0.1399 0.3446 0.390 0.362 0.144 9010 0.012 0.043 0.001 0.6571 0.1778 0.2112 0.367 0.293 0.146 9011 0.006 0.021 0.001 0.7138 0.1950 0.0804 0.249 0.167 0.148 100 0.000 0.002 0.001 0.4595 0.1381 0.1082 0.1 72 0.117 0.150 102 0.000 0.000 0.000 0.1518 0.0462 0.0142 0.180 0.120 0.164 104 0.000 0.000 0.000 0.1330 0.0438 0.0142 0.180 0.120 0.166 106 0.000 0.000 0.000 0,0927 0.0372 0.0131 0.180 0.120 0.176 108 0.000 0.000 0.000 0.0195 0.0073 0.0028 0.180 0.120 0.1 79 110 0.000 0.000 0.000 0.0000 0.0000 0.0000 0.180 0.120 0.180 6 106 0.000 0.000 0.000 0.0927 0.0372 0.0131 0.180 0.120 0.176 112 0.000 0.000 0.001 0.0929 0.0372 0.0136 0.1 79 0.120 0.1 75 114 0.000 0.000 0.001 0.0930 0.0372 0.0138 0.1 79 0.120 0.1 73 52 0.018 0.0 73 0.008 1.0088 0.2380 0.489) 0.282 0.348 0.128 116 0.019 0.0 73 0.013 1.0141 0.2418 0.4882 0.277 0.348 0.137 110 0.021 0.0 73 0.019 1.0239 0.2524 0.4866 0.2 77 0.348 0.154 20 0.021 0.067 0.025 1.0330 0.2940 0.4571 0.260 0.321 0.174 9012 0.010 0.028 0.025 0.9012 0.2907 0.4582 0.170 0.162 0.1 75 122 0.000 0.000 0.025 0.4720 0.2204 0.4594 0.180 0.120 0.176 9013 0.008 0.008 0.025 0.0700 0.2291 0.4607 0.151 0.167 0.176 9014 0.016 0.007 0.025 0.1077 0.2326 0.4621 0.164 0.186 0.177 9015 0.023 0.003 0.025 0.1054 0.1844 0.4638 0.246 0.167 0.177 124 0.028 0.000 0.025 0.1122 0.1038 0.4658 0.311 0.120 0.178 9016 0.028 0.006 0.025 0.1919 0.0680 0.4682 0.330 0.088 0.1 78 9017 0.024 0.014 0.025 0.2472 0.1640 0.4712 0.301 0.115 0.179 9018 0.016 0.022 0.025 0.1615 0.2316 0.4746 0.238 0.121 0.1 79 9019 0.007 0.022 0.025 0.2347 0.2273 0.4789 0.182 0.113 0.179 126 0.000 0.000 0.025 0.9939 0.1331 0.4840 0.180 0.120 0.180 9020 0.003 0.054 0.025 1.6731 0.0610 0.4903 0.185 0.138 0.180
SSV SYSTEMS,1NC. 151 PAGE NO. 60 oo DST /P!PESTRESS ++ iso monticello plant #1 Version 3.4.03 IBM PC April 1992 CALCULATION NUMBER 2913 CODE ANSI /ASME B31.1 ASME-1973 REV 573 dubovecky TIMES 08:55:50 12/15/97 l LOADING CASE NO. 80 COMBINATION ANALYSIS - PR CASE 10 CASES 10 40 METH ABSADO FACT 1.0 1.0 I GLOBAL - -DISPLACEMENTS (IN) -- --ROTATIONS (RAD *1000) - --- --ACCEL (G S) - - POINT. D(X) D(Y)- 0(Z) R(X) R(Y) 'R(Z) AC(X) AC(Y) AC(Z) RE SN VS CS l 128 0.005 0.124 0.025 1.7795 0.0973 0.4981 0.182 0.230 0.180 1 130 0.006 0.136 0.026 1.6178 0.2005 0.4179 0.186 0.241 0.184 9031 0.006 0.144 0.027 1.4712 0.2195 0.3446 0.186 0.226 0.226 132 0.006 0.148 0.028 1.3247 0.2099 0.1951 0.186 0.221 0.291 90E 0.006 0.144 0.030 1.0421 0.1396 0.3623 0.186 0.218 0.399 9023 - 0.006 0.119 0.026. 0.7595 0.1725 0.9149 0.186 0.191 0.406 9024 0.006 0.071 0.017 0.4769 0.3015 1.3867 0.186 0.132 0.294 134 0.006 0.009 0.002 0.1943 0.3833 1.6113 0.186 0.112 0.1 75 136 0.003 0.000 0.000 0.0260 0.4348 1.7074 0.176 0.120 0.180 130 0.003 0.000 0.000 0.0223 0.4354 1.7074 0.175 0.120 -0.180
'140 0.000 0.000 0.000 0.0114 0.4368 1.7074 0.180 0.120 0.180 16 0.000 0.000 0.003 0.0384 0.0543 0.2366 0.180 0.120 0.124 2 98 0.000 0.000 0.003 0.0506 0.0294 0.2734 0.180 0.120 0.125 2 40 0.000 0.000 0.008 0.4291 0.1828 0.5411 0.180 0.120 0.128 2 80 0.008 0.000 0.006 1.6730 0.4024 0.3311 0.165 0.120 0.140 1 I
122 'O.000 0.000 0.025 0.4720 0.2204 0.4594 0.180 0.120 0.176 2 124 0.028 0.000 0.025 0.1122 0.1038 0.4658 0.311 0.120 0.178 1 126 0.000 0.000 0.025 0.9939. 0.1331 0.4840 0.180 0.120 0.180 2 L 138 0.003 0.000 0.000 0.0223 0.4354 1.7074 0.175 0.120 0.180 1 940 0.000 0.000 0.000 0.0114 0.4368 1.7074 0.180 0.120 0.180 3 l l l 1 l l l l l l _ _ _ _ _ - _ - _ _ - _ - __
$ST $Y$TEMS,1NC. 152 PAGE NO. 61
++ DST /PIPESTRESS ++ iso monticetto plant #1 version 3.4.03 IBM PC April 1992 l
l l' CALCULATION NUMBER 2913 CODE ANS!/ASME B31.1 ASME 1973 REV ST3 dubovecky TIME = 08:55:50 12/15/97 [ LOADING CASE NO.' 80 COMBINATION ANALYSIS - PR CASE 10 CASES 10 40 l METH ABSADO FACT- 1.0 1.0 l NUhBER OF CYCLES NOT ENTERED SA BASED ON F=1. l EQUATION 13 THERMAL EXPANSION GLOBAL POINT - - --- FORCES IN POUNDS -- - - - MOMENTS IN FOOT POUNOS - -- STRESS STRESS NO. FX FY FZ MX MY MZ SIF PSI / SA I LOCAL A%CHOR 2
. TANGENT 2 64. 3 71. 47. 99. 164. .799. 1.000 659. 0.029 '
4 64 304. 47. 99. 86. 218. 1.000 204. 0.009 SR ELBOW 4 58. 299. 42. 99. 86. 218. 1.756 358. 0.016 6 58. 2 70. 42. 84. 77. 93. 1.756 207. 0.009 TANGENT 6 53, 262. 37. 84. 77. 93. 1.000 118. 0.005 8 53. 153, 37. 81 77. 147. 1.000 148. 0.007 SR ELBOW 8 43, 146. 34 81. 77. 147. 1.756 260. 0.012 10 43. 117, 34. -96. 76. 105. 1.756 227. 0.010 j TANGENT 10 41. 115. 33. 96. 76. 105. 1.000 130. 0.006 12 41. 103. 33. 96. 79. 73. 1.000 116. 0.005 SR ELBOW 12. 38. 101. 33. 96. 79. 73. 1.756 203. 0.009 14 38. 72. 33. 130. 71. 34. 1.756 214. 0.009 TANGENT 14 39. 68. 33. 130. 71. 34. 1.000 122. 0.005 9001 39. 68. 33. 106. 72. 34 1.000 106. 0.005 l TANGENT 9001 51. 76. 40. 106. 72. 34. 1.000 106. 0.005 16 51. 194. 40. 348. 225. 34. 1.000 334 0.015 TANGENT 16 52. .196. 50. 348, 225. 34, 1.000 334. 0.015 9002 52. 75. 50. 123. 121. 34. 1.000 141. 0.006 TANGENT 9002 38. 65. 63. 123. 121. 34. 1.000 141. 0.006 9003 38. 71. 63. 124. 68. 34. 1.000 116. 0.005 ANGENT 9003 56. 81. 77. 124. 68. 34. 1.000 116. 0.005 18 56. 202. 77. 403. 195. 34. 1.000 359. 0.016 TANGENT 18 55. 237. 90 403. 195. 34. 1.000 359. 0.016 9004 55. 134. 90. 137. 61. 34. 1.000 124 0.005 TANGENT ' 9004 45. 128. 102. 137. 61. 34. 1.000 124. 0.005 9005 45. 25. 102. 348. 92. 34. 1.000 290. 0.013
. TANGENT 9005 43. 24. 114. 348. 92. 34 1.000 290. 0.013 20 43, 126. 114 262. 204 34, 1.000 268. 0.012 SR ELBOW 20 47. 129. 122. 262. 204. 74 1.756 470. 0.021 i 22 47. 157, 122. 215. 217. D. 1.756 450. 0.020 TANGENT 22 48. 158. 124. 215. 217. 95. 1.000 256. 0.011 23 48, 159. 124. 215. 217. 100, 1.000 257. 0.011 TANGENT 23 49. 160. 125. 215, 217. 100. 1.000 257. 0.011 24 49, 177. 125. 215. 236. 173. 2.795 813. 0.036 i
l l l l l I
i SST SVSTEMS,1NC. 153 PAGE NO. 62 oo DS?/PIPESTRESS oo Iso monticelto plant #1 Version 3.4.03 IBM-PC April 1992 CALCULATION NUMBER 2913 CODE ANSI /ASME B31.1 ASME-1973 REV 573 dubovecky TIME = 08:55:50 12/15/97 LOADING CASE NO. 80 COMBINATION ANALYSIS - PR CASE 10 CASES 10 40 METH ABSADD FACT 1.0 1.0 NUMBER OF CYCLES NOT ENTERED SA BASED ON F=1. EQUATION 13 THERMAL EXPANSION GLOBAL POINT ---- FORCES IN POUNDS -- - - -- -- MOMENTS IN FOOT POUNDS *- - STRESS STRESS .I NO. FX FY FZ MX MY MZ SIF PS! / SA LOCAL BRANCH CONN 24 BRANCH CONN 24 TANGENT 24 183. 518. 227. 342. 189 749. 2.795 1592. 0.071 26 183. 539, 227. 341. 189. 731. 1.000 558. 0.025 7ANGENT 26 185. 540. 229. 341. 189. 731. 1.000 558. 0.025 28 185. 558. 229. 381. 189. 722. 1.000 565. 0.025 TANGENT 28 204. 710. 244, 381. 189. 722. 1.000 565. 0.025 29 204, 728. 244. 438. 189. 719. 1.000 582. 0.026 SR ELBOW 29 207. 729, 247. 438. 189. 719. 1.440 838. 0.037 31 207. 765, 247. 524. 298. 1061. 1.440 1185. 0.053 TANGENT 31 210. 767. 250. 524 298. 1061. 1.000 822. 0.037 _. 32 210. 786. 250. 524, 397. 1361. 1.000 1019. 0.045 ANCHOR 32 BRANCH CONN 24 TANGENT 24 151. 362. 193. 489. 410. 652. 2.795 1719. 0.076 34 151. 341. 193. 440. 410. 658. 1.000 601. 0.027 TANGENT 34 148. 340. 192. 440, 410, 658. 1.000 601. 0.027 36 148. 293. 192. 452. 410. 694. 1.000 623. 0.028 . SR ELBOW 36 143, 292, 191. 452. 410, 694. 1.440 897. 0.040 l 38 143. 256, 191. 524, 329, 587. 1.440 828. 0.037 TANGENT 38 136. 253, 187. 524. 329. 587. 1.000 575. 0.026 40 136. 161. 187. 524. 349. 206. 1.000 446. 0.020 TANGENT- 40 131. 153. 181. 524. 349 206. 1.000 446. 0.020 42 131, 131. 181. 524. 405. 195. 1.000 465. 0.021
- WELDING TEE 42 i WELDING TEE 42 l
- TANGENT 42 33. 252. 27. O. 22. 196. 1.000 133. 0.006 44 33, 230. 27. O. 9. 83. 1.000 57. 0.003 7ANGENT 44 30, 225, 24 O. 9 83. 1.000 57. 0.003 45 30. 208. 24. O. O. O. 1.000 0. 0.000 WELDING TEE 42 TANGENT 42 119. 257, 154. 524. 424, 119. 1.000 461. 0.021 46 119. 278. 154. 446. 389 119. 1.000 407. 0.018
' TANGENT 46 120, 275. 145. 446, 309. 119. 1.000 407. 0.018 9006 120. 423. 145. 1015. 394. 119. 1.000 738. 0.033 J
l' i u__m._______2__ . . _ _ _ . _ _ _ _ - - _ _ _ _ - - _
$$T SYSTEMS,1NC. 154 PAGE NO. 63
. . . . . . . . . . . . . . . . . . . . . . . iso 00 DST /PIPESTRESS ++
. .monticello
. . . . . .plant
. . .#1. . . . . . . . . . . . . .version
. . . .3.4.03
. . . . .IBM . .pril PC A 1972 CALCULATION NUMBER 2913 CODE ANSI /ASME B31.1 ASME 1973 REV $73 dubovecky TIME = 08:55:50 12/15/97 LOADING LASE NO. 80 COMBINATION ANALYSIS - PR CASE 10 CASES 10 40 METH ABSADD FACT 1.0 1.0 NUMBER OF CYCLES NOT ENTERED SA BASED ON Fui.
EQUATION 13 THERMAL EXPANSION GLOBAL-PolNT --- -- FORCES IN POUNDS -- --- - - MOMENTS IN FOOT POUNDS - - STRESS STRESS NO. FX FY FZ MX MY MZ SIF PS! / SA LOCAL TANGENT . 9006 125. 421. 129. 1015. 394. 119. 1.000 738. 0.033 48 125, 569. 129, 2590. 692. 119. 1.000 1809. 0.080 TANGENT 48 136. 597. 116. 2590. 692. 119. 1.000 1809. 0.080 9007 136. 449. 116. 926. 271. 119. 1.000 655. 0.029 TANGENT 9007 120. 429. 104. 926. 271. 119. 1.000 655. 0.029 50 120. 281. 104. 486. 218. 119. 1.000 368. 0.016 TANCENT 50 104. 258. 99. 486. 218. 119. 1.000 368. 0.016 52 104. 237. 99. 587. 259. 119. 2.218 9 75. 0.043 BRANCH CONN 52 3 RANCH CONN $2 TANGENT 52- 92. 267. 246. 592. 206. 61. 2.218 941. 0.042 54 92. 246, 246. 705. 237. 61. 1.000 503, 0.022 TANGENT 54 89, 242. 248. 705. 237. 61. 1.000 503. 0.022 56 89. 239, 248. 720. 242. 61. 1.000 513. 0.023 VANGENT 56 86. 236. 249. 720. 242. 61. 1.000 513. 0.023 58 86. 215. 249. 820, 274. 61. 1.000 584. 0.026 WELDING TEE 58 WELDING TEE- 58 TANGENT 58 56. 61, 152. 462. 153. 188. 1.000 352. 0.016 60 56. 39, 152. 469. 172. 188. 1.000 .360. 0.016 CANGENT 60 54. 42. 154, 469, 172. 188. 1.000 360. 0.016 62 -54. 40. 154. 460. 194. 188. 1.000 360. .0.016
- REDUCER - 62 55. 44, 155. 460. 194. 188, 2.000 720. 0.032 64 55. 54. 155. 447. 209. 188. 2.000 2965. 0.132 TANGENT 64 55, 56. 156. 447. 209. 188. 1.800 2668. 0.119 66 55. 61, 156. 431. 223. 188. 1.000 1461. 0.065 TANGENT 66 56. 63. 156. 431. 223. 188. 1.000 1461. 0.065 1 68 -56. 69. 156. 408, 242. 188. 1.000 1433. 0.064 i SR ELBOW 68 57. 72. 157, 408, 242, 188. 1.960 2809. 0.125 70 57. - 80. 157. 387. 215. 163. 1.960 2598. 0.115 VANGENT 70 62.' 88. 159, 387. 215. 163. 1.000 1325. 0.059 123, 159, 89,
^
72 62. 387. 222. 1.000 1277. 0.057 l t
SST $YSTEMS,1NC. 155 PAGE NO. 64
++ DST /P,lPESTRESS ++ iso monticello plant #1 Version 3.4.03 IBM PC April 1992 CALCULATION NUMBER 2913 CODE ANSI /ASME B31.1 ASME-1973 REV $73 dubovecky TIMES 08:55:50 12/15/97 LOADING CASE No. 80 COMBINATION ANALYSIS - PR CASE 10 CASES 10 40 METH ABSADO FACT 1.0 1.0 NUMBER OF CYCLES NOT EhTERED SA BASED ON F=1.
EQUATION 13 THERMAL EXPANSION GLOBAL POINT ------ FORCE S IN POUNDS ------- ----- MOMENTS IN FOOT POUNDS - --- STRESS STRESS NO. FX FY FZ MX MY M2 SIF PSI / SA LOCAL SR ELBOW 72 68. 128. 158. 387. 222. 89. 1.960 2503. 0.111 74 68. 135 158. 430. 271. 113. 1.960 2869. 0.128 TANGENT 74 69. 137. 158. 430. 271. 113. 1.000 1464. 0.065 76 69. 139. 158. 453. 271. 104. 1,000 1512. 0.067 SR ELBOW 76 71, 141. 158. 453. 271. 104. 1.960 2964. 0.132 j 78 71. 149 158. 452. 248. 87. 1.960 2881. 0.128 TANGENT 78 78. 155 158. 452. 248. 87. 1.000 1470. 0.065 9008 78. 188 158. 83. 80. 87. 1.000 405. 0.018 TANGENT 9008 85. 194 158. 83. 80. 87. 1.000 405. 0.018 80 85. 227. 158, 376. 105. 87. 1.000 1125. 0.050 TANGENT 80 87. 186. 158, 376. 105. 87. 1.000 1125. 0.050 180 87. 176 158. 261. 163. 87. 1.000 900. 0.040 SR ELBOW 180 87. 176. 158. 261. 163. 87. 1.960 1764. 0.078 182 87. 168. 158, 209. 144. 30. 1.960 1407. 0.063 TANGENT 182 88. 168. 158. 209. 144. 30. 1.000 718. 0.032 184 88. 166. 158. 209. 121. 36. 1.000 685. 0.030 SR ELBOW 184 88. 166. 158. 209. 121. 36. 1.960 1343. 0.060 185 88. 158, 158. 258. 72. 61. 1.960 1514. 0.067 TANGENT 185 88. 158. 158. 258. 72. 61. 1.000 773. 0.034 186 88. 156. 158. 283. 67. 61. 1.000 834. 0.037 SR ELBOW 186 88. 156. 158. 283. 67. 61. 1.960 1635. 0.0 73 188 88. 148. 158, 284. 60. 82. 1.960 1660. 0.0 74 TANGENT 188 89. 148. 158. 284. 60. 82. 1.000 847. 0.038 190 89. 138. 158. 209. 60. 139. 1.000 726. 0.032 TANGENT 190 89. 138. 158, 209. 60. 139. 1.000 726. 0.032 192 89. 133. 158. 190. 60. 169. 1.128 828. 0.037 WELDING TEE 192 WELOING TEE 192 TANGENT 192 14. 82. 14. 9. O. 9. 1.128 38. 0.002 194 14. 77. 14. 4. O. 4. 1.000 15. 0.001 TANGENT 194 13, 76. 13. 4. O. 4. 1.000 15. 0.001 196 13. 72. 13. O. O. O. 1.000 0. 0.000 WELDING TEE 192 TANGENT 192 93. 63, 1 64. 189. 60. 169. 1.128 825. 0.037 198 93. 68. 164. 198. 64, 169. 1.000 752. 0.033 l
.SST 5 Y $ T E M S ,'! NC. 156 PAGE NO. 65 ++ DST /PIPESTRESS ++ leo monticetto pitnt #1 Version 3.4.03 IBM-PC April 1992 CALCULATION NUMBER 2913 CODE ANSI /ASME B31.1 ASME 1973 REV S73 dubovecky TIMES 08:55:50 12/15/97 LOADING CASE NO. 80 COMBINATION ANALYS!$ - PR CASE 10 CASES 10 40 METH ABSADD FACT 1.0 1.0 NUMBER OF CYCLES NOT ENTERED SA BASED ON Fa1.
EQUATION 13- THERMAL EXPANSION GLOBAL P0!hi - FORCES IN POUNOS - -- MOMENTS IN FOOT POUNDS -- - STRESS STRESS NO. FX FY FZ MX MY MZ SIF PS! / SA LOCAL TANGENT 198 93. 68. 164. 198. 64. 169. 1.000 752. 0.033 200 93. 70. 164. 203. 71. 169. 1.000 767. 0.034 SR ELBOW 200 93. 70. 164 203. 71. 169. 1.960 1504. 0.067 202 93. 78. 164. 247. 94. 140, 1.960 1644. 0 .0 73 TA% GENT 202 94. 78. 165. 247. 94. 140. 1.000 839, 0.037 204 94. '93. 165. 382. 94. 87. 1.000 1131. 0.050 ANCHOR 204
- WELDING TEE 58 TANGENT 58 41. 167. 222, 393. 247. 147. 1.000 1274. 0.057
- 82. 41. 161. 222. 393. 163. 79. 1.000 1215. 0.054 SR ELBOW 82 39. 158. 223. 393. 163. 79. 1.960 2383. 0.106 86- 39. 150. 223. 343, 100. 31. 1.960 1975. 0.088 TANGENT- 86 35. 145. 225. 343. 100. 31. 1.000 1008. 0.045 88 35. 115. 225. 116. 74. 31. 1.000 396. 0.018 LR ELBOW 88 30. 110. 226. 116. 74 31. 1.490 590. 0.026 90 30. 104. 226, 88. 43. 22. 1.490 426. 0.019 TANGENT 90 28. 102. 227. 88. 43. 22. 1.000 286. 0.013 92 28. 91. 227. 57, 70. 56. 1.000 327. 0.015 SR ELBOW . . 92 26, 88. 228, 57. 70. 56. 1.960 641. 0.029 94 26, 80, 228. 44, 121. 71. 1.960 817. 0.036 TANGENT 94 24 78. 228. 44. 121. 71. 1.000 415. 0.018 96 24. 76. 228. 75. 121, 72. 1.000 449. 0.020 SR ELBOW 96 23. 74. 228. 75. 121. 72. 1.960 881. 0.039 98' 23. 66, 228. 164. 119. 75. 1.9o0 - 1190. 0.053 TANGENT ' 98 19. 60. .229. 164. 119, 75. 1.000 607. 0.027 9009 19 21. 229. 222. 101, 75. 1.000 716. 0.032
' TANGENT- 9009 19. 20. 230. 222. 101. 75. 1.000 716. 0.032 9010 19. 43. 230. 165. 65. 75. 1.000 541 0.024 TANGENT- 9010 27. 51. 231. 165. 65. 75. 1.000- 541. 0.024 9011 27. 90. 231. 54. 30. 75. 1.000 2 73 . 0.012 TANGENT 9011 33. 95. 232, 54, 30. 75. 1.000 273. 0.012 100 33. 134 232. 328. 95. 75. 1.000 982. 0.044 SR ELBOW 100 34, 134, 233. 328, 95. 75. 1.960 1926. 0.086 102 34. 142. 233. 3 73 . 75. 34. 1.960 2106. 0.094 l
l
E SS T'. S Y S T E N S , 1 N C . 157 PAGE NO. 66 M OST/PIPESTRESS ++ iso monticello plant #1 version 3.4.03 IBM-PC April 1992 GALCULAfl0N NUMBER 2913 CODE ANSI /ASME B31.1 ASME 1973 REV S73 dubovecky TIMES 08:55:50 12/15/97 LOADING CASE NO. 80 COMBINATION ANALYSIS - PR CASE 10 CASES 10 40 METH ABSADD FACT 1.0 1.0 NUMBER OF CYCLES NOT ENTERED SA BASED ON F=1. EQUATION 13 THERMAL EXPANSION GLOBAL l POINT
- FORCES IN POUNDS - -
-- MOMENTS IN FOOT POUNDS *- - STRESS STRESS t
NO. FX FY' FZ MX MY MZ SIF PS! 1 / SA l LOCAL l TANGENT 102 34. 142. 233. 373. 75. 34. 1.000 1075. 0.048
- 104 34, 144, 233, 373. 79. 25. 1.000 1075. 0.048 TANGENT 104 34. 144, 233. 373. 79, 25. 1.000 1075. 0.048 106 34. 149. 233, 3 73. 125. 51. 4.671 5211 0.232 BRANCH CONN 106 SRANCH CONN 106 TANGENT 106 40. 225. 236. 374. 125. 52. 4.671 5218. 0.232 108 40, 230. 236. 428. 125. 61. 1.000 1264 0.056 TANGENT 108 40. 230. 237. 428. 125. 61. 1.000 1264. 0.056 110 40. 231, 237. 444. 125. 64. 1.000 1309. 0.058 l . ANCHOR . 110 BRANCH CONN 106 TANGENT 106 13. 81. 12. 7. O. 8. 4.671 141. 0.006 112 13. 76. 12, 3. O. 3. 1.000 13. 'O.001 TANGENT 112 12. 75. 11. 3. O. 3. 1.000 13. 0.001
, 114 12, 71. 11. O. O. O. 1.000 0. 0.000 l BRANCH CONN 52 TANGENT. 52 82. 47. 276. 356, 218. 112. 2.218 942. 0.042 116 82. 60. 276. 231. 218. - 75. 1.000 320. 0.014
. TANGENT 116 84. 64. 2 74. 231. 218. 75. 1.000 320, 0.014
-118 84. 79. 2 74. 97. 218. 53. 1.000 240. 0.011
,R ELBOW- 118 87. 85. 271. 97. 218. 2.153
- 53. 517. 0.023-l =120 87, 108, 271. 106. 186, 46. 2.153' 462. 0.021 TANGENT 120 98. 125. 262. 106. 186. 46, 1.000 215. 0.010 9012 98. 218. '262. 597. 221, 46. 1.000 626. 0.028 l
TANGENT 9012 105. 231. 246. 597. 221. 46. 1.000 626. 0.028 122 105. 325. 246. 1488. 521, 46. 1.000 1549 0.069 i
- l. TANGENT '122 76. 316. 231. 1488. 521. 46. 1.000 1549. 0.069 i 9013 76. 230. 231. 694. 314, 46.. 1.000 749. 0.033 l
' TANGENT 9013 ' 72. 230. 217, 694. 314. -46. 1.000 749. 0.033 9014 72. 144, )
217. 228. 1 73. 46. 1.000 285. 0.013 l TANGENT ' 9014 61. 148.' 203, 228. 1 73 46. 1.000 285. 0.013 9015 61. 62. 203. 299, 225. 46. 1.000 370. 0.016 , TANGENT 9015 42. 68. 188. 299. 225. 46. 1.000 370. 0.016 l 124 42. 132. 188. 286. 307. 46. 1.000 415. 0.018 l l l I l 2-___.__-______-_-__- - . - -.. . _ _ _ - . _ _ _ - _ - - -- - ---
SST S Y'S T E M S ,.I NC. 158 PAGE NO. 67
..'...'......~........................................................
++ OST/PIPESTRESS ++ Iso monticello plant #1
. ... . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .version . . . .3.4.03
. . . . .IBM. .pril PC A 1992 CALCULATION NUMBER 2913 CODE ANS!/ASME B31.1 ASME-1973 REV ST3 dubovecky TIME = 08:55:50 12/15/97 LOA 0!NG CASE NO. 80 C0etBINATION ANALYSIS - PR CASE 10 CASES 10 40 METH ABSADO FACT 1.0 1.0 NUMBER OF CYCLES NOT ENTERED SA BASED ON F=1.
EQUATION 13 ' THERMAL EXPANSION GLOBAL POINT * - FORCES IN POUNDS . .- MOMENTS IN FOOT POUNDS ---- STRESS STRESS NO. FX FY FZ MX MY MZ SIF PSI / SA LOCAL TANGENT 124 21. 137. 174 286. 307. 46. 1.000 415. 0.018 9016 21. 45. 174 344 326. 46. 1.000 467. 0.021 TANGENT- 9016 26, 41 159, 344, 326. 46. 1.000 467. 0.021 9017 26. 128. 159, 237, 257. 46. 1.000 346. 0.015 TANGENT 9017 49 123. 145 237. 257. 46. 1.000 346. 0.015 9018 49. 215.. 145. 521. 112. 46. 1.000 525. 0.023 TANGENT 9018 67. 211. 131. 521. 112. 46. 1.000 525. 0.023 9019 67 303. 131, 1327. 124. 46. 1.000 0.058 1309. TANGENT 9019 78. 303. 118. 1327. 124, 46. 1.000 1309. 0.058 126 78. 305. 118 2422, 362. 46. 1.000 2404. 0.107 TANGENT. 126 64. 525. 105. 2422. 362. 46. 1.000 0.107 2404. 9020 64 431, 105, 870. 213. 46. 1.000 881. 0.039 TANGENT 9020 64 422. 94. 870, 213. 46. 1.000 881. 0.039 128 64 329. 94 353. 187. 46. 1.000 394. 0.018 SR ELBOW 128 66 318. 87 353. 187. 46. '2.153 849. 0.038 130 66. 295. 87. 505. 166. 137. 2.153 1161. 0.052 TANGENT 130 69. 288. 83. 505. 166. 137. 1.000 539. 0.024 9021 69. '238. 83 505. { 101. 583. 1.000 764. .0.034 ' TANGENT 9021 73. 228. 74. 505. 101. 583. 1.000 764. 0.034 132 73. 178. 74 '505. 193. 936. 1.000 1061. 0.047
'ANGENT 132 82, 163. 54 505, 193. 936. 1.000 1061. 0.047 9022 82. 66. 54 505. 347. 1320, 1.000 1428. 0.063 ,
TANGENT 9022 94 54. 20, 505. 347. 1320. 1.000 1428. 0.063 9023 94 - 55. 20. 505. 380. 1307. 1.000 1426. 0.063 ) i ! . TANGENT 9023 109. : 70. 32. 505. 380. 1307, 1.000 1426. 0.063 ! , 9024 109. 167. 32 505. 291. 908. 1.000 1060. 0.047 ! TANGENT 9024 124, 178. 58. 505. 291. 908. 1.000 1060. 0.047 134 124, 275. 58. 505. 155. 144. 1.000 538. 0.024 i SR ELBOW 134 134, 277. 62. 505. 155. 144. 2.153 1158. 0.051
'134 t
-136 299. 62. 365. 80. O. 2.153 789. 0.035 1
! TANGENT 136 136, 300. 63. 365. 80. O. 1.000 367. 0.016 l i 138 136, 302. 63 341. 68. O. 1.000 341. 0.015 TANGENT. 138 137. 674. 63 341. 68. O. 1.000 341. 0.015 { 140 137. 689. 63. O. O. O. 1.000 0. 0.000 ' i i l i
SST S7STEQS,INC* 159 PAGE NO. 68 oo DST /PIPESTRESS ++ iso monticello plant #1 version 3.4.03 IBM PC April 1992 CALCULATION NUMBER 2913 CODE ANS!/ASME B31.1 ASME-1973 REV $73 dubovecky TIME = 08:55:50 12/15/97 LOADING CASE NO. 80 COMBINATION ANALYSIS - PR CASE 10 CASES 10 40 l METH ABSADD FACT 1.0 1.0 I NUMBER OF CYCLES NOT ENTERED SA BASED ON F=1. EQUATION 13 THERMAL EXPANSION i l CLOBAL ' { PO!NT *---- - FORCES IN POUNDS -- **- ----- MOMENTS IN FOOT POUNDS - - STRESS STRESS i l NO. FX FY FZ MX MY MZ $1F PSI / SA l l LOCAL l C'AX STRESS PAfl0 = 0.23c *T POINT 106 l l l l
$$T $YSTEM$,1NC. 160 PAGE NO. 69 ++ DST /PIPESTRESS ++ lso montics!!o plant #1 Version 3.4.03 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .pril 1992 IBM-PC A JALCULAfl0N NUMBER 2913 CODE ANSI /ASME B31.1 ASME 1973 REV S73 dubovecky TIME = 08:55:50 12/15/97 LOADING CASE NO. 80 COMBINATION ANALYSIS - PR CASE 10 CASES 10 40 METH ABSADD FACT 1.0 1.0 NUMER OF CYCLES NOT ENTERED SA BASED ON F=1.
EQUATION 13 THERMAL EXPANSION j LOCAL POINT -
-- FORCES IN POUNDS - -- - ---- MOMENTS IN FOOT POUNDS ---- STRESS STRESS NO. SHEAR 1 SHEAR 2 AXIAL BEND.1 BEND.2 SIF TORSION PSI / SA (X) (Y) (Z) (X) (Y) (2)
ANCHOR 2 TANGENT 2 47. 371. 64. 799. 164. 99. 1.000 659. 0.029 4 47. 304 64. 218. 86. 99. 1.000 204, 0.009 SR ELBOW 4 299. 42. 58. 86. 218. 99. 1.756 358. 0.016 ; 6 58. 42. 270. 84 93. 77. 1.756 207. 0.009 l TANGENT 6 5'3. 37. 262. 84. 93. 77. 1.000 118. 0.005 ; 8 53. 37. 153. 81. 147. 77. 1.000 148. 0.007 l SR ELBOW 8 43, 34. 146. 81. 147. 77. 1.756 260. 0.012 l 10 117. 34. 43. 76. 105. 96. 1. 756 227. 0.010 TANGENT 10 33. 115. 41. 105. 76. 96. 1.000 130. 0.006 12 33. 103. 41. 73. 79. 96. 1.000 116. 0.005 SR ELBOW 12 33, 101. 38. 73, 79. 96. 1.756 203. 0.009 14 38. 72. 33. 130. 71. 34. 1.756 214. 0.009 TANGENT 14 39 68. 33. 130, 71. 34 1.000 122. 0.005 9001 39, 68. 33. 106. 72. 34 1.000 106. 0.005 TANGENT 9001 51. 76. 40. 106. 72. 34. 1.000 106. 0.005 16 51. 194. 40. 348. 225. 34. 1.000 334. 0.015 TANGENT 16 52. 196. 50, 348. 225. 34. 1.000 334. 0.015 9002 52. 75. 50. 123. 121. 34. 1.000 141. 0.006 TANGENT 9002 38. 65. 63. 123, 121, 34. 1.000 141. 0.006 9003 38. 71. 63. 124. 68. 34. 1.000 116. 0.005 TANGENT 9003 56, 81. 77. 124, 68. 34, 1.000 116. 0.005 18 56. 202. 77. 403, 195. 34. 1.000 359. 0.016 TANGENT 18 55. 237. 90. 403. 195. 34. 1.000 359. 0.016 9004 55. 134. 90. 137. 61. 34. 1.000 124. 0.005 TANGENT 9004 45. 128. 102. 137. 61. 34. 1.000 124 0.005 9005 45. 25. 102. 348. 92. 34. 1.000 290. 0.013 TANGENT 9005 43, 24. 114. 348. 92. 34. 1.000 290. 0.013 20 43, 126, 114 262. 204, 34. 1.000 268. 0.012 SR ELBOW 20 47. 129. 122, 262. 204 34. 1.756 470. 0.021 22 122. 157. 47. 95. 217. 215. 1. 75 6 450, 0.020 TANGENT 22 124. 158. 48. 95. 217. 215. 1.000 256. 0.011 23 124. 159. 48. 100. 217. 215. 1.000 257. 0.011 TANGENT 23 160. 125. 49, 217. 100. 215. 1.000 257. 0.011 24 177. 125, 49. 236. 173. 215. 2.795 813. 0.036 i
S5T SY$7 EMS,INC. 101 PAGE NO. 70 oo DST /PIPESTRESS ++ iso monticello plant #1 version 3.4.03 10M PC April 1992
. CALCULATION NUMBER 2913 C00C ANSI /ASME B31.1 ASME*1973 REV $73 dubovecky TIMES 08:55:50 12/15/97 LOADING CASE No. 80 COMBINATION ANALYSl$ - PR CASE 10 CASES 10 40 i METH ABSADD FACT 1.0 1.0 NUMBER OF CYCLES NOT ENTERED SA BASED ON faj, EQUA710N 13 THERMAL EXPANSION LOCAL POINT *-** FORCES IN POUNDS a- - -*
- -
- MOMENTS IN FOOT POUNDS - - - STRESS STRESS NO. SHEAR 1 SHEAR 2 AXIAL BEND.1 < BEND.2 TORSION SIF PSI / SA (X) (Y) (Z) (X) (Y) (Z) l BRANCH CONN 24 l BRANCH CONN 24 i TANGENT 24 183. 227. 518. 342. 749. 189. 2.795 1592. 0.071 26 183. 227. 539. 341. 731. 189. 1.000 558. 0.025 l TANGENT 26 185. 229. 540. 341. 731. 189. 1.000 558. 0.025 'I 28 185. 229. 558. 381. 722. 189. 1.000 565. 0.025 ,
TANGENT 28 204 244 710. 381. 722. 189. 1.000 565. 0.025 I 29 204. 244. 728. 438. 719. 189. 1.000 582. 0.026 SR ELBOW 29 207. 247. 729. 438. 719. 189. 1.440 838. 0.037 31 765. 247. 207. 298. 1061. 524. 1.440 1185. 0.053 TANGENT 31 250. 767. 210. 1061. 298. 524. 1.000 822. 0.037 < 32 250. 786. 210. 1361. 397. 524. 1.000 1019. 0.045 I ANCHOR 32 l 24 BRANCH CONN TANGENT 24 151, 193. 362. 489. 652. 410. 2.795 1719. 0.076 34 151. 193. 341. 440. 658. 410. 1.000 601. 0.027 VANGENT 34 148. 192. 340. 440, 658, 410. '1.000 601. 0.027 j 36 148. 192. 293. 452. 694 410. 1.000 623. 0.028 SR ELBOW 36 143. 191. 292. 452. 694 410. 1.440 897. 0.040 38 256. 191. 143. 329 587. 524. 1.440 828. 0.037 ANGENT 38 187. 253. 136. 587. 329. 524. 1.000 575. 0.026 40 187. 161. 136, 206. 349. 524. 1.000 446. 0.020 7ANGENT 40 181. 153. 131. 206. 349. 524. 1.000 446. 0.020 42 181. 131. 131. 195. 405. 524. 1.000 465. 0.021 WELDING TEE 42 WELDING TEE 42 VANGENT 42 27, 252. 33. 196. 22. O. 1.000 133. 0.006 44 27. 230, 33. 83. 9. O. 1.000 57. 0.003 LVANGENT 44 24, 225. 30. 83. 9. O. 1.000 57. 0.003 45 24 208. 30. O. C. O. 1.000 0. 0.000 OfELDING TEE 42 7ANGENT 42 119. 257. 154. 524. 424. 119. 1.000 461. 0.021 46 119. 278. 154. 446. 389. 119. 1.000 407. 0.018 TANGENT 46 120. 2 75 . 145. 446. 389. 119. 1.000 407. 0.018 9006 120. 423. 145. 1015. 394. 119. 1.000 738. 0.033
$ST SY$TEMS,INC. 162 PAGE NO. 71 ++ DST /PIPESTRESS ++ iso monticello plant #1 version 3.4.03 IBM PC April 1992 ALCULATION NUMBER 2913 CODE ANS!/ASME B31.1 ASME-1973 REV $73 dubovecky TIMES 08:55:50 12/15/97 LOADING CASE NO. 80 COM31 NATION ANALYSIS - PR CASE 10 CASES 10 40 METH ABSADD FACT 1.0 1.0 NUMBER OF CYCLES NOT ENTERED SA B/.;ED ON F=1.
EOUATION 13 THERMAL EXPANSION LOCAL POINT ----- FORCES IN POUNDS - --- - - -- MOMENTS IN FOOT POUNDS - - STRESS STRESS NO. SHEAR 1 SHEAR 2 AXIAL BEND.1 BEND.2 TORSION $1F PSI / SA (X) (Y) (Z) (X) (Y) (Z) TANGENT 9006 125. 421. 129. 1015, 39/ . 119. 1.000 73 8 . 0.033 48 125. 569. 129. 2590. 692. 119. 1.000 1809. 0.080 TANGENT 48 136. 597 116, 2590. 692. 119 1.000 1809. 0.080 9007 136. 449. 116. 926. 271. 119 1.000 655. 0.029 TANGENT 9007 120. 429. 104 926. 2 71. 119. 1.000 655. 0.029 50 120, 281. 104. 486 218. 119. 1.000 368. 0.016 TANGENT 50 258. 104 99. 218. 486. 119. 1.000 368. 0.016 52 237. 104. 99. 259. 587. 119. 2.218 975. 0.043 BRANCH CONN 52 BRANCH CONN 52 TANGENT 52 267. 92. 246. 206. 592. 61. 2.218 941. 0.042 54 246. 92. 246. 237. 705. 61. 1.000 503. 0.022 TANGENT 54 89. 242, 248. 705 237. 61 1.000 503. 0.022 56 89. 239. 248. 720. 242. 61. 1.000 513. 0.023 TANGENT 56 86. 236. 249. 720. 242. 61. 1.000 513. 0.023 58 86. 215. 249. 820. 274. 61. 1.000 5S4. 0.026 WELOING TEE 58 WELDING TEE 58 TANGENT 58 56. 61. 152. 462. 153. 188 1.000 352. 0.016 60 56. 39. 152. 469 172. 188. 1.000 360. 0.016 ANGENT 60 54. 42. 154. 469 172. 188. 1.000 360. 0.016 62 54. 40. 154. 460. 194. 188. 1.000 360. 0.016 REDUCER 62 55. 44. 155. 460. 194. 188. 2.000 720. 0.032 64 55. 54. 155. 447. 209. 188. 2.000 2965. 0.132 TANGENT 64 55, 56. 156. 447. 209. 188. 1.800 2668. 0.119 66 55. 61. 156. 431 223. 188. 1.000 1461. 0.065 TANGENT 66 56. 63. 156. 431, 223. 188. 1.000 1461. 0.065 68 56. 69. 156. 408. 242. 188. 1.000 1433. 0.064 SR ELBOW 68 57. 72. 157. 408, 242. 188. 1.960 2809. 0.125 70 157. 80. 57. 163. 215. 387. 1.960 2598. 0.115 TANGENT 70 159. 88. 62. 163. 215. 387. 1.000 1325. 0.059 72 159. 123. 62. 89. 222, 387. 1.000 1277. 0.057
SST SY$ TEM $,INC. 163 PAGE NO. 72
++ DST /PIPESTRESS ++ iso monticello plant #1 version 3.4.03 IBM PC April 1992 CALCULATION NUMBER 2913 CODE ANSI /ASME B31.1 ASME 1973 REV $73 dubovecky TIME = 08:55:50 12/15/97 LOADING CASE NO. 80 COMBINAi!ON ANALYSIS - PR CASE 10 CASES 10 40 METH ABSADD FACT 1.0 1.0 NUMBER OF CYCLES NOT ENTERED SA BASED ON F=1.
EQUATION 13 THERMAL EXPANSION LOCAL POINT -- -- FORCES IN POUNOS ------- ---- MOMENTS IN FOOT POUNOS --- STRESS STRESS NO. SHEAR 1 SHEAR 2 AXIAL BEND.1 BEND.2 SIF TORSION PS! / SA (X) (Y) (2) (X) (Y) (2) SR ELBOW 72 128. 158. 68. 222. 89. 387. 1.960 2503. 0.111 74 68. 158. 135. 430. 113. 271. 1.960 2869. 0.128 TANGENT 74 69. 158. 137. 430. 113. 271. 1.000 1464. 0.065 76 69. 158. 139. 453. 104. 271. 1.000 1512. 0.067 SR ELBOW 76 158. 71. 141. 104. 453. 271. 1.960 2964. 0.132 78 149. 71. 158. 248. 452. 87. 1.960 2831. 0.128 TANGENT 78 78. 155. 158. 452. 248. 87. 1.000 1470. 0.065 9008 78. 188. 158. 83. 80. 87. 1.000 405. 0.018 TANGENT 9008 85. 194. 158. 83. 80. 87. 1.000 405. 0.018 80 85. 227. 158. 376. 105. 87. 1.000 1125. 0.050 TANGENT 80 87. 186. 158, 376. 105. 87. 1.000 1125. 0.050 180 87. 176. 158, 261. 163. 87. 1.000 900. 0.040 SR ELBOW 180 87. 176. 158, 261. 163. 87. 1.960 1764. 0.078 182 158. 168. 87. 30. 144, 209. 1.960 1407 0.063 TANGENT 182 158. 163. 88. 30. 144 209. 1.000 718. 0.032 184 158. 166. 88. 36. 121. 209. 1.000 685. 0.030 SR ELBOW 184 158. 166. 88. 36. 121. 209. 1.960 1343. 0.060 185 88. 158, 158, 258. 72. 61. 1.960 1514. 0.067 TANGENT 185 88. 158. 158. 258. 72. 61. 1.000 773. 0.034 186 88. 156. 158. 283. 67. 61, 1.000 834. 0.037 4 ELBOW 186 156. 88. 158. 67. 283. 61, 1.960 1635. 0.0 73 188 158. 88. 148. 82. 284 60. 1.960 1660. 0.074 TANGENT 188 89. 158. 148. 284. 82. 60. 1.000 847. 0.038 190 89. 158. 138. 209. 139. 60. 1.000 726. 0.032 TANGENT 190 158. 89. 138. 139. 209. 60. 1.000 726. 0.032 192 158. 89. 133. 169. 190. 60. 1.128 828. 0.037 WELDING TEE 192 WELDING TEE 192 TANGENT 192 14. 14. 82. 9. 9. O. 1.128 38. 0.002 194 14. 14. 77. 4. 4 O. 1.000 15. 0.001 TANGENT 194 13. 13. 76. 4. 4 O. 1.000 15. 0.001 196 13. 13. 72. O. D. O. 1.000 0. 0.000 WELDING TEE 192 TANGENT 192 63. 93. 164, 60. 189. 169. 1.128 825. 0.037 198 68. 93. 164, 64, 198. 169. 1.000 752. 0.033
SST S 7 S T.E M S , I N C . 164 PAGE NO. 73
-oo DST /PIPESTRESS ++ iso monticello plant #1 version 3.4.03 IBM PC April 1992 CALCULATION NUMBER 2913 CODE ANS!/ASME B31.1 ASME-1973 REV $73 dubovecky TIME = 08:55:50 12/15/97 LOADING CASE NO. 80 COMBINATION ANALYSIS - PR CASE 10 CASES 10 40 METH ABSADD FACT 1.0 1.0 '
NUMBER OF CYCLES NOT ENTERED SA BASED ON Fs1. EQUATION 13 THERMAL EXPANSION LOCAL 1 POINT -- - - FORCES IN POUNDS -*- *-- ----- MOMENTS IN FOOT POUNDS - --- STRESS STRESS NO. SHEAR 1 SHEAR 2 AXIAL BEND.1 BEND.2 TORSION SIF PSI / SA (X) (Y) (Z) (X) (Y) (2) TANGENT 198 93. 68. 164. 198. 64. 169. 1.000 752. 0.033 200 93. 70. 1 64. 203. 71. 169. 1.000 767. 0.034 1 SR ELBOW 200 70. 93. 164. 71, 203. 169. 1.960 1504. 0.067 l 202 164 93. 78. 140. 247. 94. 1.960 1644. 0.0 73 i
. TANGENT 202 94. 165. 78. 247. 140. 94. 1.000 839. 0.037 I
2 04 94. 165. 93. 382. 87. 94. 1.000 1131. 0.050 ANCHOR 204 WELDING TEE 58 j'ANGENT 58 222. 167. 41. 147. 247. 393. 1.000 1274 0.057 82 222. 161. 41. 79. 163. 393. 1.000 1215. 0.054 SR ELBOW 82 223. 158. 39, 79. 163. 393. 1.960 2383. 0.106 86 39. 150, 223. 343. 100. 31. 1.960 1975. 0.088 TANGENT 86 35. 145. 225. 343. 100. 31. 1.000 1008. 0.045 88 35. 115. 225. 116. 74. 31. 1.000 396. 0.018 LR ELBOW 88 30. 110. 226. 116. 74 31. 1.490 590. 0.026 90 156. 104. 167. 56. 43. 73. 1.490 426. 0.019 TANCENT 90 156. 102. 167. 56. 43. 73, 1.000 286. 0.013 92 156, 91. 167. 58. 70. 73, 1.000 327. 0.015 SR ELBOW 92 88. 156. 169. 70. 58. 73. 1.960 641- 0.029 94 169. 156, 80. 26. 81. 121. 1.960 817. 0.036 ANGENT 94 24. 228. 78. 44. 71. 121, 1.000 415. 0.018 96 24 228. 76. 75. 72. 12i. 1.000 449. 0.020 SR ELBOW 96 228. 23. 74 72. 75. 121. 1.960 881. 0.039 98 66. 23. 228, 119. 164. 75. 1.960 1190. 0.053 VANGENT 98 19. 60. 229. 164. 119. 75. 1.000 607. 0.027 l 9009 19, 21. 229. 222. 101. 75. 1.000' 716. 0.032 j 7ANGENT - 9009 19. 20. 230. 222. 101. 75. 1.000 716. 0.032 ( 9010 19. 43. 230. 165. 65. 75. 1.000 541. 0.024 TANGENT 9010 27. S' . 231. 165. 65. 75. 1.000 541. 0.024 9011 27. 00. 231. 54. 30. 75. 1.000 273. 0.012 VANGENT 9011 33. 95. 232. 54. 30. 75. 1.000 273. 0.012 100 33. 134. 232. 328. 95. 75. 1.000 982. 0.044 SR ELBOW 100 34 134 233. 328. 95. 75. 1.960 1926. 0.086 102 233. 142. 34. 34. 75. 3 73. 1.960 2106. 0.094 i
l SST S Y S T E M S , ! N C'. 165 PAGE NO. 74
.................................................................. 1 oo DST /PIPESVRESS ++ . iso monticetto plant #1 Version 3.4,03 IBM PC April 1992 l
. l CALCULATION NUM8ER 2913 CODE ANSI /ASME B31.1 ASME-1973 REV $73 dubovecky TIME = 08:55:50 12/15/97 LOADING CASE NO. 80 COMBINATION ANALYSIS - PR CASE 10 CASES 10 40 METH ABSADD FACT 1.0 1.0 NUMBER OF CYCLES NOT ENTERED SA BASED ON F=1.
EQUATION 13 THERMAL EXPANSION LOCAL . PO!NT -
- FORCES IN POUNDS ----- ---- MOMENTS IN FOOT POUNDS - - - STRESS STRESS NO. SHEAR 1 SHEAR 2 AXIAL BEND.1 BEND.2 TORSION S!F PSI / SA (X) .(Y) (Z) (X) (Y) (Z)
TANGENT 102 233. 142. 34. 34. 75. 3 73. 1.000 1075. 0.048 104 233. 144. 34. 25. 79. 3 73. 1.000 1075. 0.048 TANGENT 104 144, 233. 34. 79. 25. 3 73. 1.000 1075. 0.048 106 149. 233. 34. 125. 51. 3 73. 4.671 5211. 0.232 BRANCH CONN 106 BRANCH CONN 106 TANGENT- 106 40. 236. 225. 3 74. 52. 125. 4.671 5218. 0.232 108 40. 236. 230. 428. 61. 125. 1.000 1264. 0.056 TANGENT 108 40. 237. 230. 428. 61. 125. 1.000 1264. 0.056 110 40. 237. 231. 444. 64. 125. 1.000 1309. 0.058 ANCHOR- 110 BRANCH CONN 106 TANGENT 106 13. . 12. 81. 7. 8. O. 4.671 141. 0.006 112 13. 12. 76. 3. 3. O. 1.000 13. 0.001 TANGENT 112 12. 11. 75. 3. 3. O. 1.000 13. 0.001 114 12. 11. 71. O. O. O. 1.000 0. 0.000 BRANCH CONN 52 VANGENT 52 276. 82. 47. 112, 356, 218, 2.218 942. 0.042 116 276. 82. 60. 75. 231. 218, 1.000 320. 0.014
'ANGENT 116 84. 274. 64. 231. 75. 218. 1.000 320. 0.014 118 84. 274. 79. 97. 53. 218. 1.000 240. 0.011 SR ELBOW 118 2 71. 87. 85. 53. 97. 218. 2.153 517. 0.023 120 108. 87. 271. 186. 106. 46. 2.153 462. 0.021 ,
TANGENT 120 98. 125. 262. 106. 186. 46. 1.000 215. 0.010 9012' 98. 218. 262. 597. 221. 46. 1.000 626. 0.028-TANGENT 9012 105. 231. 246. 597. 221. 46, 1.000 626. 0.028 122 105. 325. 246. 1488. 521. 46. 1.000 1549. 0.069 TANGENT 122 76. 316. 231. 1488. 521. 46. 1.000 1549. 0.069 i 9013 76. 230. 231. 694. 314. 46, 1.000 749. 0.033 l VANGENT 9013 72. 230. 217. 694. 314. 46, 1.000 749. 0.033 9014 72. 144, 217, 228. 1 73 . 46. 1.000 285. 0.013 TANGENT 9014 61. 148. 203. 228. 1 73. 46. 1.000 285. 0.013 i 9015 61. 62. 203. 299, 225. 46, 1.000 370. 0.016 TANGENT 9015 42. 68. 188. 299. 225. 46. 1.000 370. 0.016 124 42. 132. 188. 286. 307. 46, 1.000 415. 0.018 r 1 1 L .
-S5V S7$TEMS,ICC. 166 PAGE NO. 75
- 00 DST /PIPESTRESS ++ iso monticello plant #1 Version 3.4.03 IBM PC April 1992 CALCULATION NUMBER 2913 CODE ANSI /ASME B31.1 ASME 1973 REV S73 dubovecky- TIMES 08:55:50 12/15/97 LOADING CASE NO. 80 COMBINATION' ANALYSIS - PR CASE 10 CASES 10 40 METH ABSADD FACT 1.0 1.0 E@ATION 13 THERMAL EXPANSION !
LOCAL POINT
- FORCES IN POUNDS -
- -- MOMENTS IN FOOT POUNDS - -
STRESS STRESS NO. SHEAR 1 SHEAR 2 AXIAL BEND.1 BEND.2 TORSION SIF PSI / SA (X) (Y) (2) (X) (Y) (Z) TA GENT. 124 21, 137. 174. 286. 307. 46. 1.000 415. 0.018 9016 21. 45. 174 344. 326. 46. 1.000 467. 0.021 TANGENT 9016 26. 41. 159, 344. 326. 46. 1.000 467. 0.021 9017 26. 128. 159. 237. 257. 46. 1.000 346. 0.015 TANGENT 9017 49. 123. 145. 237. 257. 46. 1.000 346. 0.015 9018 49. 215. 145. 521. 112. 46. 1.000 525. 0.023 TANGENT 9018 67, 211. 131. 521. 112. 46. 1.000 525. 0.023 9019 67. 303. 131. 1327. 124, 46, 1.000 1309. 0.058 VANGENT 9019 78. 303. 118. 1327. 124 46. 1.000 1309. 0.058 126 78. 395. 118. 2422. 362. 46. 1.000 2404. 0.107 7ANGEN7 126 64 525. 105. 2422. 362. 46. 1.000 2404. 0.107 9020. 64. 431. 105. 870. 213. 46. 1.000 881. 0.039 TANGENT 9020 64. 422. 94. 870. 213. 46. 1.000 881. 0.039 128 64. 329. 94. 353. 187. 46, 1.000 394. 0.018 SR ELBOW 128 66. 318. 87. 353. 187. 46. 2.153 849. 0.038 130 87. 295. 66. 137. 166. 505. 2.153 1161. 0.052 4
-TANGENT- . 130 83. 288. 69. 137. 166. 505. 1.000 539. 0.024 l 9021 83. 238. 69. 583. 101. 505. 1.000 764. 0.034 l TANGENT 9021 74. 228, 73. 583. 101. 505. 1.000 764. 0.034 j 132'- 74, 178. 73. 936. 193. 505. 1.000 1061. 0.047
-ANGENT' 132 54. 163. 82. 936. 193. 505, 1.000 1061. 0.047 9022 54, 66. 82. 1320, 347. 505. 1.000 1428. 0.063 7ANGENT 9022 20. 54. 94. 1320. 347. 505. 1.000 1428. 0.063 9023 20. 55, 94. 1307, 380. 505. 1.000 1426. 0.063 TANGENT 9023 32. 70. 109. 1307, 380. 505. 1.000 1426. 0.063 i 9024 32. 167. 109, 908. 291. 505. 1.000 1060. 0.047 i TANGENT 9024 58. 178. 124. 908, 291. 505. 1.000 1060. 0.047 134 58, 275. 124 144, 155. 505. 1.000 538. 0.024 l SR ELBOW- 134 62. 277. 134. 144. 155, 505. 2.153 1158. 0.051 l- 136 134. 299. 62. 365. 80. O. 2.153 789. 0.035 7ANGENT 136 136. 300. 63. 365. 80. O. 1.000 367. 0.016 l- 138 136, 302. 63. 341. 68. O. 1.000 341. 0.015 l TANGENT 138 137. 674. 63. 341. 68. O. 1.000 341. 0.015
}. 140 137. 689. 63. O. O. O. 1.000 0, 0.000 i. I t l-l l?
L'S S T S Y $ 7 E M S', 1 N C . 16F PAGE No. 7G co DST /PIPESTRESS ++ lso monticello plant #1 Version 3.4.03 IBM PC April 1992 CALCULATION NUMBER 2913 CODE ANSI /ASME B31.1 ASME-1973 REV $73 dubovecky TIME = 08:55:50 12/15/97 LOADING CASE NO. 80 COMBINAil0N ANALYSIS - PR CASE' 10 CASES 10 40 METH ABSADD FACT -1.0 1.0 NUMBER OF CYCLES NOT ENTERED SA BASED ON F=1. 1 EQUATION 13 THERMAL EXPANSION LOCAL PO!NT FORCES IN POUNDS -~~~~. - * - MOMENTS IN FOOT POUNDS ** - STRESS STRESS NO. SHEAR 1 SHEAR 2 AXIAL BEND.1 BEND.2 TORSION SIF PSI / SA
.(X) (Y) (Z). (X) (Y) (Z) i MAX STRESS RATIO = 0.232 AT POINT 106.
l i l 1 I .' l t.
i
. $ s' T S Y S'T E M S , 1 N C . 168 PAGE NO. F7 l ....................................................................
l .co DS7/PIPESTRESS ++ iso monticello plant #1 version 3.4.03 IBM PC April 1992 I (
- CALCULATION NUMBER 2913 CODE ANS!/ASME 831.1 ASME-1973 REV $73 dubovecky TIMES 08
- 55:50 12/15/97 LOADING CASE No. 80 - COMBINATION ANALYSIS - PR CASE 10 CASES 10 40 METH ABSADD FACT 1.0 1.0 ACTION OF ANCHORS, SUPPORTS AND RESTRAINTS ON PIPING GLOBAL POINT -- -
FORCES IN LB - -**- - -- - MOMENTS IN FT LB - *- RESULTANT RESULTANT No. FX FY F2 MX MY MZ FORCE . MOMENT l ANCHOR 2 68. 375. 52. 99. 164. 799. 384. 822. ANCHOR 32 211. 786, 251. 524. 397. 1361. 852. 1511. ANCHOR 204 95, 94 165. 382. 94. 87. 212. 402.
' ANCHOR 110 40. 231. 237. 444 125. 64. 333. 466.
RESTRAINT 16 118. D. O. 118. RESTRAINT 16 0. 400. O. 400. RESTRAINT 18 126. O. O. 126. RESVRAINT ~18 - 0. 446. O. 446. RESTRAINT 48 266. O. O. 266. RESTRAINT 48 0. 1167. O. 1167. RES7RAINT: 80 O. 410. O. 410.
' RESTRAINT 122 181. O. O. 181.
RESTRAINT .122 0, 641. O. 641. RESTRAINT 124 0. 261. O. 261. RESTRAINT 126 141. D. O. 141. RESTRAINT 126 0. 918. O. 918. I RESTRAINT 138 0. 385 O. 385. I RESTRAINT 140 138. O. O. 133. , RESTRAIN? 140 0, 689. ' O. 689. l
*RAINT 140 0. O. 64 64. l s.
i l
5ST $Y$ TEM $.IdC. 169 PAGE No. F8
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CALCULATION NUMBER 2913 CODE ANSI /ASME B31.1 ASME-1973 REV $73 dubovecky TIME 08:55:50 I 12/15/97 { l LOADING CASE NO. 80 COMBINATION ANALYSIS - PR CASE 10 CASES 10 40 l NETH ABSADD FACT 1.0 1.0 l l ACTION OF ANCHORS, N0ZZLES AND CONNECTIONS ON PIPING l IN THE LOCAL COORDINATE SYSTEM OF CONNECTED PIP!NG (SEE PAGE NO. 10) TYPE POINT -
-- ---- -- FORCES IN LB - ---- - --- -- - ---
+ *- MOMENTS IN FT LB - -- -
NO. SHEAR 1 SHEAR 2 AXIAL SHEAR RSLTNT BEND.1 BEND.2 TORSION BENDING RSLTNT (X) (Y) (Z) RSLTNT FORCE (X) (Y) (Z) RSLTNT MOMENT ANCHOR 2 52. 3 75. 68. 378. 384. 799. 164. 99. 816, 822. ANCHOR 32 251. 786. 211. 825. 852. 1361. 397. 524. 1417. 1511. ANCHOR 204 95. 165. 94. 191. 212. 382. 87. 94 391. 402. i ANCHOR 110 40. 237. 231. 240. 333. 444. 64. 125. 449. 466. j i l i
SST SYSTEMS,1NC. 170 PAGE No. 79
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. .pril PC A 1992 CALCULATION F.#tMR 2913 CODE ANS!/ASME B31.1 ASME 1973 REV 573 dubovecky TIMES 08:55:50 12/15/97 GLOBAL DISPLACEMENTS GLOBAL FORCES AND MOMENTS ACTION OF ANCHORS, N0ZZLES AND CONNECTIONS 0" PIPING NAME- -PolNT l CASE ** FORCES IN LBS -
- MOMENTS IN FT LBS -
- DISPLACEMENTS IN INCHES - -
NO. NO. FX FY . FZ RES. MX MY MZ RES. DEL.X DEL.Y DEL.Z RES. ANCHC2 2 10 28. 333. 5. 335. 22. 66. 690. '693. 0.00 0.00 0.00 C.00 40 40. 41. 47. 74 76. 98. 110. 166. 0.00 0.00 0.00 0.00 80 68. 3 75 . 52. 384 99. 164 799. 822. 0.00 0.00 0.00 0.w ANCHC3 32 10 71. 640. 28, 644. 184. 108. 856, 883 0.00 0.00 0.00 0.00 l 40 140. 147. 222. 301. 340. 289. 504. 673. 0.00 0.00 0.00 0.00 ' 80 211. 786. 251. 852. 524. 397. 1361. 1511. 0.00 0.00 0.00 0.00 ANCHC2 204 10 23. 31. 70. 80. 215. 42. 50. 225. 0.00 0.00 0.00 0.00
- 40. 71. 63. 95. 135. 166. 52. 37. 178. 0.00 0.00 0.00 0.00 l 80 95, 94. 165. 212. 382. 94. 87. 402. 0.00 0.00 0.00 0.00 l ANCHOR 110 10 3. 202. 50. 208. 313. 28. -34. 316. 0.00 0.00 0.00 0.00 I 40 37. 29. 187. 193. 131. 97. 30. 166. 0.00 0.00 0.00 0.00 j 80 40. 231. 237. 333. 444. 125, 64. 466. 0.00 0.00 0.00 0.00 1 l
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SST SY$TEMS,1NC. 171 PAGE NO. 80 oo DST /PIPESVRESS ++ iso monticetto plant #1 version 3.4.03 IBM PC April 1992 j CALCULATION NUM8ER 2913 CODE ANSI /ASME B31.1 ASME 1973 REV S73 -dubovecky TIME = 08:55:50 12/15/97 OLOBAL DISPLACEMENTS AND ROTATIONS OLOBAL FORCES r ACTION OF RESTRAINTS, $NUBBERS AND SUPPORTS ON PIP!NG ,. NAME POINT CASE " *- FORCES IN L85 ** - DISPLACEMENTS IN INCHES - ROTATIONS IN RADIANS X 1000 l l NO. NO. FX FY FZ RES. DEL.X DEL.Y DEL.2 RES. THETA X THETA Y THETA Z RES. l ' RES7RAINT 16 10 53. 0, 0, 53. 0.00 0.00 0.00 0.00 0.024 0.035 -0.163 0.169 40 66. O. O. 66. 0.00 0.00 0.00 0.00 0.014 0.020 0.0 73 0.077 80 118. O. O. Ita. 0.00 0.00 0.00 0.00 0.038 0.054 0.237 0.246 1 1 l RESTRAIN 7 16 10 0, 357. O. 357. 0.00 0.00 0.00 0.00 0.024 0.035 -0.163 0.169 l 40 - 0. 43. O. 43. 0.00 0.00 0.00 0.00 0.014 0.020 0.0 73 0.077 l 80 0. 400. O. 400. 0.00 0.00 0.00 0.00. 0.038 0.054 0.237 0.246 ) l RESVRAINT 18 10 -46. O. O. 46. C.00 0.00 0.00 0.00 0.030 0.009 0.164 0.167 l 40 79. O. O. 79. 0.00 0.00 0.00 0.00 0.021 0.020 0.109 0.113
- l. 80 126. O. D. 126. 0.00 0.00 0.00 0.00 0.051 0.029 0. 2 73 0.280 t
' RES7RAINT- 18 10 0. 393. O. 393. 0.00 0.00 0.00 0.00 0.030 0.009 0.164 0.167 40 0. 53. O. 53. 0.00 0.00 0.00 0.00 0.021 0.020 0.109 0.113 ! l 80 0. 446. O. 446. 0.00 0.00 0.00 0.00 0.051 0.029 0.2 73 0.280 ' l lRESTRA!N7 48 10 99. O. O. 99. 0.00 0.00 0.00 0.00 0.205 0.048 0.306 0.372 i 40 167. O. O. 167. 0.00 0.00 0.01 0.01 0.224 0.135 0.235 0.352 80 266. O. O. 266. 0.00 0.00 0.01 0.01 0.429 0.183 0.541 0.714
.L ilN7 '48 10 0. 998. O. 998. 0.00 0.00 0.00 0.00 -0.205 0.048 0.306 0.3 72
- l. 40 0, 170. O. 170. 0.00 0.00 0.01 0.01 0.224 0.135 0.235 0.352 80 0. 1167. O. 1167. 0.00 0.00 0.01 0.01 0.429 0.183 0.541 0.714 RESTRAIN 7 80 10 0. 285. O. 285. 0.00 0.00 0.00 0.00 1.129 0.009 -0.203 1.147 '
40 0, 124 0. 124 0.01 0.00 0.00 0.01 0.544 0.393 0.128 0.683 l 80 0. 410. O. 410. 0.01 0.00 0.01 0.01 1.673 0.402 0.331 1.75 2 l lRESTRAINT 122 10 27. O. O. 27. 0.00 0.00 0.01 0.01 -0.271 0.066 0.295 0.406 l 40 154 O. O. 154 0.00 0.00 0.01 0.01 0.201 0.154 0.164 0.302 l 80 181. O. O. 181. 0.00 0.00 0.03 0.03 0.472 0.220 0.459 0.695 l l ' RESTRAINT- 122 10 . O. 527. O. 527. 'O.00 0.00 0.01 0.01 0.271 0.066 0.295 0.406 l 40 0. 114 O. 114. 0.00 0.00 0.01 0.01 0.201 0.154 0.164 0.302
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5ST SY$TEMS,1NC. 172 PAGE NO. 81
++ DST /PIPESTRESS ++ iso monticetto plant #1 version 3.4.03 IBM PC April 1992 CALCULATION NUMBER 2913 CODE ANSI /ASME B31.1 ASME-1973 REV $73 dubovecky TIME = 08:55:50 12/15/97 t
GLOBAL DISPLACEMENTS AND ROTATIONS GLOBAL FORCES ACTION OF RESTRAINTS, SNUBBERS AND SUPPORTS ON PIPING NAME POINT CASE -------- FORCES IN LBS ----- -- --- O!SPLACEMENTS IN INCHES --- ROTATIONS IN RADIANS X 1000 NO. h0. FX FY FZ RES. DEL.X DEL.Y DEL.Z RES. THETA X THETA Y THETA Z Rha. BESTRAINT 122 80 0. 641. D. 641. 0.00 0.00 0.03 0.03 0.472 0.220 0.459 0.695 QESTkAINT 124 10 0. 169. O. 169. 0.00 0.00 0.01 0.01 -0.030 -0.004 -0.338 0.340 40 0. 92. O. 92. 0.02 0.00 0.01 0.03 0.082 0.099 0.128 0.182 80 0. 261. O. 261. 0.03 0.00 0.03 0.04 0.112 0.*C4 0.466 0.490 CESTRAINT 126 10 1. O. O. 1. 0.00 0.00 0.01 0.01 0.771 -0.021 -0.396 0.867 40 139. O. O. 139. 0.00 0.00 0.01 0.01 0.223 0.112 0.088 0.265 80 141. O. O. 141. 0.00 0.00 0.03 0.03 0.994 0.133 0.484 1.113 RESTRAINT 126 10 0. 818. O. 818. 0.00 0.00 0.01 0.01 0.771 -0.021 -0.396 0.867 40 0. 100. O. 100, 0.00 0.00 0.01 0.01 0.223 0.112 0.088 0.265 80 0. 918. O. 918. 0.00 0.00 0.03 0.03 0.994 n.133 0.484 1.113 2EST3AINT 138 10 0. -249. O. 249. 0.00 0.00 0.00 0.00 0.017 0.064 1.432 1.433 40 . O. 135. O. 135. 0.00 0.00 0.00 0.00 0.005 0.3 71 0.2 76 0.463 80 0. 385. O. 385. 0.00 0.00 0.00 0.00 0.022 0.435 1.707 1.762 RESTRAINT 140 10 -4. O. D. 4 0.00 0.00 0.00 0.00 0.009 0.064 1.432 1.433 40 134. O. O. 134. 0.00 0.00 0.00 0.00 0.003 0.3 73 0.276 0.464 80 138. 0. O. 138. 0.00 0.00 0.00 0.00 C.011 0.437 1.707 1.762 L .st.! NT 140 10 0. 531. O. 531. 0.00 0.00 0.00 0.00 0.009 0.064 1.432 1.433 40 0. 158. O. 158. 0.00 0.00 0.00 0.00 0.003 0.3 73 0.276 0.464 80 0. 689. O. 689. 0.00 0.00 0.00 0.00 0.011 0.437 1.707 1.762 2ESTRAINT 140 10 0. O. -3. 3. 0.00 0.00 0.00 0.00 0.009 0.064 1.432 1.433 40 0. O. 61. 61. 0.00 0.00 0.00 0.00 0.003 0.373 0.276 0.464 80 0. O. 64. 64. 0.00 0.00 0.00 0.00 0.011 0.437 1.707 1.762
SST SV$TEMS,1NC. 173 PAGE NO. 82 oo DST /PirESVRESS ++ iso monticello plant #1 version 3.4.03 IBM-PC April 1992 CALCULATION NUMBER 2913 CODE ANSI /ASME B31.1 ASME-1973 REV $73 dubovecky TIME = 08:55:50 12/15/97 GLOBAL 0!$ PLACEMENTS LOCAL FORCES AND MOMENTS ACTION OF ANCHORS, N0ZZLES AND CONNECTIONS ON P! PING i l NAME PolNT CASE -- -- - FORCES IN LBS -- -- - - ------ MOMENTS IN FT LBS ----- - --- DISPLACEMENTS IN INCHES --- l NO. NO. SHEAR 1 SHEAR 2 AX1AL RES. BEND.1 BEN 0.2 TORSION RES. DEL.X DEL.Y DEL.Z RES. (X) (Y) (2) (X) (Y) (Z) ANCHC2 2 10 5. 333. 28. 335. -690. 66. -22. 693. 0.00 0.00 0.00 0.00 40 47. 41. 40, 74. 110. 98. 76. 166. 0.00 0.00 0.00 0.00 80 52. 375. 68. 384. 799. 164. 99. 822. 0.00 0.00 0.00 0.00 l ANCHOR 32 10 28. 640. -71. 644. 856. 108. 184. 883. 0.00 0.00 0.00 0.00 l 40 222. 147. 140. 301. 504. 289. 340. 673. 0.00 0.00 0.00 0.00 80 .251. 786. 211. 852. 1361. 397. 524. 1511. C.00 0.00 0.00 0.00 ANCHOR 204 10 23. -70. -31. 80. -215. 50. 42, 225. 0.00 0.00 0.00 0.00 40 71. 95. 63. *35. 166. 37. 52. 178. 0.00 0.00 0.00 0.00 80 95. 165. 94. 212. 382. 87. 94 402. 0.00 0.00 0.00 0.00 l ANCHOR 110 10 3. 50. -202, 208. 313. -34. -28, 316. 0.00 0.00 0.00 0.00 40 37. 187. 29. 193. 131. 30, 97. 166. 0.00 0.00 0.00 0.00 80 40. 237. 231. 333. 444. 64, 125. 466. 0.00 0.00 0.00 0.00 l l
SST $YSTEMS, 1NC. 174 PAGE NO. 83 . . . . . . . . . . . . . . . . . . . . . . .iso ++ DST /PIPESTRESS ++
. .monticello
. . . . . plant
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. . . .3.4.03
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. .pril A 1992 CALCULATION NUMBER 2913 CODE ANSI /ASME B31.1 ASME 1973 REV $73 dubovecky TIME = 08:55:50 12/15/97 C0NTENiS CASE PAGE NO.
10 12 LDAD CASE 40 35 RESPONSE CASE 80 57 COMBINATION CASE 79 SUPPORTS
SUMMARY
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SS? SYSVEMS,1NC. 175 PAGE NO. 84
. . . . . . . . . . . . . . . . . . . . . . .lso . .monticello . . . . . plant . . . #1 00 DS?/PIPESTRESS ++
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. . . . .IBM
. .pril PC A 1992 l
l l CALCULATION NUMBER 2913 CODE ANSI /ASME B31.1 ASME-1973 REV $73 dubovecky TIME = 08:55:50 l 12/15/97 l l TIMING INFORMATION l JOB STEP SECONDS l FREQUENCY ANALYSIS = 72.1 14 MocES lhPUT+ VALIDATIONS = 5.4 PRINT PROBLEM DATA = 2.0 FORMULATE EQUATIONS = 12.9 S7ATIC ANALYSIS = 8.3 1 CASE MODAL +LOF ANALYSIS = 25.6}}