ML051450460
| ML051450460 | |
| Person / Time | |
|---|---|
| Site: | South Texas  |
| Issue date: | 07/21/1998 |
| From: | Bechtel Corp |
| To: | Office of Nuclear Reactor Regulation |
| References | |
| -RFPFR, 0PGP04-ZE-0309, Rev 4, 23438-100 RC5035-P-200 RD | |
| Download: ML051450460 (152) | |
Text
9:28 AMJob No. 23438-1 00 BECHTIEL CALCULATION RC5035-P-200 RD
'310<3 30q t
OPGP04-ZJ-0309
-Rev. 4
_ Page 62 of 68 Design Chang-e Psckage Form 5 Document Change Notice (DCN)
Page I of I DCP No.:
96-2843-2 Supp.: 0 Page l C 4 of DCN No.:
9704761 Page 1
of DOC No.
RC5035 SHT.
REV. 5 KEY DRAWING:
YES E NO)[
INCORPORATION REQUIRED:
YESMSJ NOr-j OESCRIPTION OF CHANGE:
AFFECTED UNIT[ 1]O M 1
]2 fl1oth The existing feedwater line lbr loop B Inside containment has been redesigned & reanalyzed in conjunction with the replacement of ste.am generator "B*.
Supplement the existing ca culation 2C159RC5035 REV 5, with the DCN 9704761, analyzed for the Unit-1 systemn. Unit-2 continues at. Is In the existing calculation.
Add pages I 7TW 151 of this DCN to existing calculation.
There Is only one outstanding amendment (DCN SC 163) against the design calc RC 5035. There is no Impact due to this DCN which was Issued only to Incorporate the current revision of documents.
Additionally, DCN No. 9800 359 directing the use of water hammer results of Calc. # CC06436 Rev. 0 applies to the existing (Pre-:GR) configurations of Units 1 & 2..
- 1.
1 6 1 &
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0
PCP 96-2843-2 SVPP, Page14r DCN 9704761, Page 2 of 151I Calculation No.
RC5035--P-2Oe Rev. -o--G,57 Page-/A List or Effective Pages Page I Iasi Page Lalast Pope Latest Pagc Latest Pace Latest Page Latet page Latest No.
Rev.
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No.
Rev.
No.
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?Ya6.g DW 9,volal Total Number of Calculation Pages:
CALCULATION SHEET PROJECT SrP-ScR JOB NO 23438-100.-
UBJECT EVALUATION OF MFV PIPING SYSTEX DUE TO SGR (UNIT 1 LOOP B)
CALC NORcso3s-P-200 20 ORIGINATOR PANrI DATE SHEET NO SHEET REV DCP# 96-2843-2, SUPP. 0 page)*64,of DCN# 9704761 TABLE OP CONTENTS 1.0 OBJECTIVE/SCOPE 2.0 SUEAMY OF RESETS 3.0 IE TROD OF ANALYSIS 4. 0 REFERNCES 5. 0 DESIGN INPUT 6.0 ASSUMPTIONS
- 7. 0 CALCULATIONS 8.0 CALCULATION AESULTS AID CONCLUSIONS
- 9. 0 COMPUTER ANALYSIS Page 3 of 151 PAGE 4
4 4,5 6
7-15 16 17 18-24 25
.A2ZTAC7IZ4NTS
- 1.
MX101 INPUT L.rSTINGS Weight, Therma.l, Seismic & SAN runs Water Hanmer :nun Jet Impingement rum ZOCA run
- 2. PIPE SUPPORT LOADS Design/Faulted Load '
Weight, Thermal, Seismic & SAN runs Water Hammer run Jet Impingement run ZOCA run
- 3.
HELB Stress Stumary
- 4. STRESS ISOMEn=7CS Design Iso (ewisting portion) 2C369PFW433 7 ABR Iso (exist:ing portion)
Stress Iso (n'v piping)
- 5.
LOCAL STRESS ZVALUATIONS FOR XIAs
- 6. EVALUATION OF GNERIC IVA CALCULATION
- 7. FLUEDREAD PEMTRATrON LOADINGS AND EVALUATION
- 8. OTHER XXFORMAVION
- 9. FW Pipe Water Hammer Reanalysis Load Reconcil.
(75t
- 10. MICROPICHE FILES LOG File # 1, ComFuter Output: FLEXIXILITY (NFWRS)
File
- 2, Conputer Output: WATER KUNNER (MFWBW)-
File # 3, Computer Output: JET IMPINGEMENT (MFWBJ) -
File # 4, Computer Output: LOCA (MFWBL),
File # 5, Computer Output: WATER RAM24ER (MSWBW7) -
26-57 53-I/o llL-iA6 1(7 - lZ.O izi -7las
.L26L47 U4~-:Z!
draft vs 100%)
CALCULATION SHEET PROJECT STP-SGR JOB NO 23438-100 UB CT EVALUATION' Ol MFW PIPING SYST1f DUE TO SGR (UNIT 1 LOOP B)
CALC NORC5035-P-200 RO ORIGINATOR PANI DATE SHEET NO SHEET REV DCP# 96-2843-2, 3UPP. 0 pageJs1of DCN# 9704761 Page 4 of
/51 1.0 OBJECTIVl; / SCOPE The purpose of this calculation is to evaluate the revised piping and support configuration associated with the replacement of the steam generators for unit 1. Changes to the pipe routing are required due to the relocation of the steam generator feedwater nozzle.
2.0
SUMMARY
OF RESULTS The rerouted feedwater piping system due to steam generator replacement was streus analyzed, meets the ASME Code and other requirements and is acceptable.
3.0 h=THOD OP ANALYSIS 3.1 The analysis was based on Isometric drawings of Attach # 4.
MRl101 coilputer program was utilized. The piping model incorporated the appl.cable as-built information (support orientations, support stiffnest:es, insulation, etc.). The time history forcing functions for water hammer analysis, due to a pipe break outside containment in nonseusmic portion, are based on RELAP thermal hydraulic analysis. Thermal, seismic, and LOCA movements for the replacement generator are based on Westinghouse Input.
3.2 Acceptanc~e criteria ASME B&PIF Code Section III 1974 Edition thru W75 Addenda 3.3 The follc'wing load cases are included in the analysis.
- 1. DEAD PWEIZHT (WT.1)
- 2. TRERMIL (TrRM1, THRM2, TERM3, TRRM4, TRMP5, TRRM6, TARM7)
- 3. OBEI (MRS1) Operating Basin Earthquake Inertia
- 4. SSEI (k'RS2) Safe Shutdown Earthquake Inertia
- 5. SAN (SAM1J OBE Seismic Anchor Movement
- 7. DBA (TJRMB) Design Basis Accident Anchor Movement
- 8. JI Jet Impingement (WrJl Snubbers Inactive & w/o DLF)
Jet Impingement (WTJ2 Snubbers active & wi DLF of 2)
(Ref. 4.1 & 4.12)
- 9. OTER Water hammer due to pipe break (TIMEI)
- 10. LOCA LOCA MOVEMNWTS (TIMEL1,TIMEL2, TIXEL3)- see section S.6 -
CALCULATION SHEET PROJECT STP-SGR JOB NO 23438-100 SU1BJECT EVALUATION' Q]? 1W PIPING SYSTEMf DUE TO SGR (UNIT 1 LOOP 1)
CAILC NORCs5035-P-200 R0 ORIGINATOR PA2Z DATE SHEET NO SHEET REV DCP# 96-2S43-2, :;tJPP. 0 page* of DCN# 9704761 Page 5 of 15/
3.0 *EThOD OF A=,YSIS (Cont)
Seismic Analysis:
The seismic analyias is based on piping models which are terminated at the steam generator cnnterline without any RSG stick model included. The response spectra used for the steam generator nozzle considered the flexibility and inais distribution of the RSG (Ref 4.9). multiple response spectra (ISM) bastod on Reg. Guide 1.61 damping values are utilized.
JTet Impingement GU'I) Analysis:
Static analyses an noted below are performed for Jet impingement effects identified In attachment #8 and Ref.#4.1.
Jet Impingement (IMJl Snubbers Inactive & w/o DLF).
Jet Impingement (;lTJ2 Snubbers active & w/ DLF of 2).
Analysis for Water Kammer:
Dynamic time history analysis was performed for waterhammer transient effects using RELAP generated forcing functions as input (Ref. # 4.2)
Analysis for LOCA; Dynamic time histcoxy analysis was performed using displacement time histories provided by Westinghouse (Ref# 4.8c) for RHRBRK15, RKRBRK4,
& RI R312. The input time histories Included 3 translations as well as 3 rotations.
CALCULATION SHEET PROJECT STP-SCR JOB NO 23438-100 UBJECT EVALuATION Or MF PIPING SYSTEM DUE TO SCR (UNIT 1 LOOP B)
CALC NORCS035-P-200 RO ORIGINATOR PANI DATE SHEET No SHEET REV DCP# 96-2843-2, SUPP. 0 page t Of DCN# 9704761 Page C of 151
4.0 REFERENCES
4.1.. STRESS ANALYSIS FOR FEDWATER "FW" SYSTEM FROM STEAM GENEPATOR 1B THRU FW-1014-GA2 TO PENETRATION X-7, CALC NO. 2C159RC5035 REV. 5 4.2-RIYDRAULIC TIANSIENT ANALYSIS OF FEEDWATER LINE BREAK IN CONJUNCTION WITH CHECK VALVE SLAM, CALC.# 5S139MC5668 REV. 2 (DCN# 9800456) 4.3 ME101 Linear Elastic Analysis of Piping --------------
Version N4 4.4A ASME B&PV CCDE, SECTION XII, DIV. 1, 1974 INCLUDING W75 ADDENDA 4.4B ASr; B&PV CCODE, SECTION III, DIV. 1, 1980 INCLUDING W81 ADDENDA 4.4C ASUE B&PV CCDE, SECTION XI,- 1983 INCLUDING 583 ADDENDA.
4.5 RE-EVALUATICN OF P tEE TIONS NS THRU M8, CALC. NO. 2L469RC9962 REV. 2 4.6 RCB Digitized Response Spectrum, Bechtel Calc. # RC1425 Rev. 2 4.7 Seismic Analysis of RCB, Brown & Root Calc. # C040-9A 4.8 Westinghouse Input Information a)Feedwater Nozzle Design Loads (NFW nozzle)
Westinghouse Design Specification #413A42 Rev. 0 p. 77 of 103 b)Loop branch nozzle displacements for OBE, SSE, Deadweight, LOCA,
- Thermal, Westinghouse Calculation # W-SMT-97-027-14 (RCS loop analysis -Displacements for D.W., Thermal, seismic, LOCA Westinghouse letter #WP-BEC-SGR-97-051 from S.A.Palm to R. Beck, 6/27/97) c)TGX Time history displacements at the intersection of the main feedwater and auxiliary feedwater and steam generator center line for RRR breaks nodes 4, 15, and 12; Westinghouse Calculation # W-SMT-97-027-030 Rev. 1 (Reactor Coolant Loop Reconciliation Results, RSG MFW & AFW Nozzle Disp.
Westinghouse letter #PWP-BEC-SGR-98-046 from S.A.Palm to R.Beck, 4/22/98; Westinghouse letter #WP-BEC-SGR-98-056 from S.A.Palm to R.Beck, 5/18/98; RCL Cupplenental Information, Westinghouse letter #WP-BEC-SGR-98-055 from S.A.Palm to R.Beck, 5/5/1998) 4.9 Bechtel Cal-. No. CC06425 Rev. 0, DT. 07/25/97 -
Reconciliation of reactor Building Seismic Analysis Due to Steam Generator Replacement.
4.10Piping Isometrics Design Iso (existing portion) 2C369PFW433 7 ABR I0o (existing portion)
Stress Iso (new piping) 4.11' Piping Stress Analysis Criteria, 5ZOIORQ1002 Rev. 8 Guidelines for Pipe Stress Analysis and Support Design, PED-023 Rev. 4 4.12 Hazard Anal zsis, Prob. # FW-02 (DCN# 9606448).
4.13 Drawing # sr401541-02-00044-AB6: Iypical thermal wrap Insulation Details for piping (Transco Drawing EW-7756-SK1),
p 4.14 Westinghous-e Calc. Note NEE-98-019-CO, Rev. 0, "Evaluation of South Texas I RSG Nain/Auxiliary Feedwater Nozzle Loads," R.C.Johnson, 2/20/98.
4.15 UFSAR Section 6.6 -
CALCULATION SHEET M
PROJECT STP-SGR JOB NO 23438100 SUBJECT RVALUATION 01' MFW PIPIN1 SYSTE( DUE TO SGR (UNIT 1 LOOP B)
CALC NORC5035-P-200 RO ORIGINATOR PANI DATE SHEET NO SHEET REV DCP# 96-2843-2, SUPP. 0 page 1¢D of DCNJI# 9704761 Page ' of I 5
- 5. 0 DESIGN INPUT 5.1 PIPING DWTA lline #
C16" 16" 1 16" 11 I W-1014-GA21 FW-1014-GA21 FW-1014-GA2 I PW-1014 -GA21 FW-1014 -GA20 11 INC'zz1e ISpool a nozlNoz-top elb ltop elb-redlRed-Pen M7 ll 1=
4 i Material iSI-508 CL.3AJSA508 GR.2,flA336 GR.F22,lSA333 GR. 6lSA333 GR 6 D D
I JCL.2 IcL.3 I
I I
f EC psi 12;.8 E6 127.8 E6 130.6 E6 127.9 E6 127.9 E6 11 I SC psi 12,500 122500 118800 125000 115000 11 l
Sh psi 122500 122500 117817 15000 115000 11 l
OD In I 16" sch 80l 16" sch 801 16" sch 80 1 16" ach 80l 18" sch 801 I Wall thick Inj (.843" 1 0.843-1 0.843" I 0.843" 1 0.937" f
fl Pipe Wt lb/ftj 336.46 1 136.46 1 136.46 1136.46 1 170.75 g
flcontents lb/ftj 69.70 1
69.70 1
69.70 j
69.70 1
88.50 D
Ilnsul.
lb/ft]
4.S0 1
4.50 l
4.50 4.50 1
4.95 I
fTotal wt lb/ftj,10.66 1 210.66 1 220.66 1 210.66 1 264.20 U
linsul thick Inl 2.00 I
2.00 l
2.00 l
2.00 l
2.00 11 Ref.
4.8, 4.4A, 4.4B, 4.13 Notes:1)
There is a straight pipe spool 0 nozzle.
- 2)
The new designation for SA508 CL.3A (originally Introduced in S80 addenda) is SASC8 Gr. 3, CL.
2 The new designation for SA508 CL.2A (originally Introduced In W75 addenda) is SASC8 Gr. 2, CL. 2 The new designation for SA336 CL.F22 Is SA336 Gr.
P22, CL. 3
- 3)
Per Ref. 4.13, the Insulation weights used In analysis for new piping are conservative.
CALCULATION SHEET PROJECT STP-SGR JOB NO 23438100 JBJECT EVALUATION 0.' MFW PIPING SYSTEM DUE TO SGR (UNIT 1 LOOP B)
CALC NORC5035-P-200 RO ORIGINATOR PANI DATE SHEET NO SHEET REV DCP# 96-2843-2, SUPP. 0 page 1q j of DCN# 9704761 Page S of 15t 5.2 SYSTEM OPERATING MODES FW Lines 16" -FW-1014-GA2 & 18"-FW-1014-GA2 IfModeITemperature Pressure ILoad case I Remark l
F psig I
I U
li' I
I
-__ - I 1
567 1345 ITHRWM Jzormnal operating (Heatup & cooldow i 2
440 1345 lTH}M2 llornmal Loading r Unloading I
ll 3 l 250 1345 ITHRM43 INormal Loading & Unloading 11 ll 4 l 120 1345 ITHRY4 jNorma2 operating 11 ll 5
583 1345 JTHRMS IEmergency & Faulted D 6 l 408 134S lTARM6 3Faulted 11 0
7 l 32 1345 ITh2M7 lMinimum temperature II I
I 1
11 Ref. 4.1 Notes: Design pre:7sure 1350 psig Peak pressure 1360 psig during upset, emergency & faulted condition For coefficient of thermal expansion values, see ME101 input.
CALCULATION SHEET PROJECT STP-SCR 0
Y LJOB NO 23438100 UBJ3ECT EVALUIATION CF MFW PIPING SYSTEM DUE TO SGR (UNIT I LOOP B)
CALC NORC5035-P-200 RO ORIGINATOR PANT DATE SHT NO SHEET REV DCP# 96-2843-2, SUPP. 0 pagelr2pf DC#
9704761 Page 9' of 15' 5.3 THERMAL ANCNOR MOVEMErNTS a) EQmIPMM NOZZLE MOVDENTS G
U NODE l EQIP. ID.#
DIR j Thermal II 11 I
I I movts/
1 Ii 1
1 I rotations 1
j 001 1 SGR i dX l-°0.637u U
I.ZR12INSG0O2BI dY l 1.971".
U I
I dZ 1-1.956" I
I ROT-X 1-0.000345 xadh 11 I
I ROT-Y 1-0. 000620 radjI H
I ZOT-Z ! 0.000042 radI S
Ref. 4.8 (Applied to all 7 thermal znodesw)
(Conservatively max. movements from Ref. 4.8 used)'
b)
CONTAIXWMNT PENETRATION MOVEMENTS I NODE I EQIP. ID.#
DIR l Thermal II 11 I
I Inmovts.
110 M-7 dX 0.03901 N
l (EL. 47.5' I dY 1-0.06168-AZ. 277.67 deg)l dZ l 0.005251 w L _ _
__I Coordinate system: Global X - South Global Y - Vert. Up Global Z - West Ref. 4.1 (Applied to all 7 thermal modes)
CALCULATION SHEET PROJECT STP-SGR JOB NO 23438100 JBJECT EVALUATION OE MFW PIPING SYSTEM' DUE TO SGR (UNIT 1 LOOP B)
CALC NORC5035-P-200 R0 ORIGINATOR PANI DATE SHEET NO SHEET REV DCP# 96-2843-2, J.UPP. 0 page IP3of 5.4 DESIGN BASIS ACCIDENT (DBA) MOVEMENTS CONTAINKENT PENETRATION MOVEMENTS DCN# 9704761 Page kO of ]51 ll NODE EQIP. ID. #
I DIR i Thermal 11 1I I
I I movts.
11 11 I
I 1
1 I
1
_.1 ll.!0 l M-7 l dX 1-0.26854" 11 I (EL. 47.5' 1 dY l 0.2352" 11 I AZ. 277.67 deg)l dZ 10.036149"
- ii UI Coordinate system: Global X - South Global Y -
Vert. Up Global Z -
West Re;.
4.1 (Applied to DBA Identified as TERM8 load case)
I
CALCULATION SHEET PROJECT STP-SGR JOB NO 23438001 JECT EVALUATION 01? MFW PIPING SYSTEM DUE TO SGR (UNIT 1 LOOP B)
CALC NO RC5035-P-200 RO ORIGINATOR PANI DATE SHEET NO SHEET REV DCP# 96-2843-2, VEUPP. 0 pagel1§14of DCN# 9704761 Page'ii of 1-51 5.5 SEISMIC ANCHOR MOVEMENTS a) RCB & RCB Internal structures (Applied at Penetration M-7j l UICASEi DIR.
l RCB i RCB I RELATIVE ll 1
1 1CM IIINT ST IMOVT B
11 l
IEL 47.51IEL 72' l (TOTAL)
II 1CBE I
X 10.0177" 10.0091" 10.0268" 11 IWAMZ)I Y
10.0024 10.001o 10.0034 11 I
I Z
10.0165 10.00186 10.0351 II 11 1
1 1
1 11 V SSE I
X 10.0355 10.0127 l0.0482 11
!(sAM2)I Y
10.0039 1O.0019 10.0058 11 I
I Z
10.0344 10.0258 10.0602 l!=_
__u Ref. 4. 7 b) SG Nozzle & RCE Internal Structures (ApplIed at SGR CL)
I LZCASEi DIR.
I SGR IRCB I RELATIVE ll 51 I
I CL JINT ST I MOVT 1
II I
II ll OBE l
X 10.2200" 10.0091" O.2291" 11 1l lSAMIlJ Y y
- 10. 0160 1 0. 010 10.0170 1
I Z
10.2330 10.0186 10.2516 11 11 I
I I
I 11 f SSE I
X 10.3460 10.0127 10.3587 11 Dl(SAM2)1 Y
10.0500 10.0019 10.0519 11 D
I z
10.3800 10.0258 10.4058 II
!-=
r
_t Ref. 4.7, 4.8
CALCULATION SHEET PROJECT STP-SGR JOB NO 2.34.38100 SUBECT EVALUATION 01 MFW PIPING SYSTEM DUE TO SGR (UNIT 1 LOOP B)
CALC NO RC5035-P-200 RC ORIGINATOR PANT DATE SHEET NO SHEET REV DCP# 96-2843-2, ':UPP. 0 page~lc9of DCX# 9704761 Page 12. of 15l 5.6 SGR Feedwater Nozzle Movements due to LOCA Displacement time histories were provided by Westinghouse (Ref# 4.8c) -
for hSRBRKIS,
- RERBRK4,
& RHRBRX12.
These were utilized and dynamic time history analysis was performed., -Ve D1 I5PL.SrJM A-Nib RomA-riowS FRo'
-Me A2oVe BRIE 3/16-
& DELTAIt < 0.1
[t(0.843" FOR 16U PIPE) ll 1
I I AS t > 3/16"
& DELTA/t c 0.1
[tt0.937" FOR 18" PIPE) II 0 1lX16 RED l :?. 0 lI O
I 1
11 SMALL HALF 1.O J
CPLGS/SOL 0 WELDED ATTACHI
- ?.. II I
1'I I
_i Ref. 4.1,
- 4. 4A S
CALCULATION SHEET IPROJECT STP-SGR JOB NO 23438-100 JBJECT EVALUATION OF MFW PIPI SYSTEM DUB TO SGR (UNIT 1 LOOP B)
CAILC NO RC5035-P-200 RO ORIGINATOR PANx DATE SHEET NO SHEETRV DCP# 96-2843-2, 9UPP. 0 page jAjieof
- 6. 0 ASSUMPTIONS / OPEN ITEMS NONE Page I k of 151 DCN# 9704761 p0 I0
CALCULATION SHEET PROJTECT STP-SGR JOB NO 23438-100 wSUBJECT EVALUATION O. MFW PIPING SYSTEM DUE TO SGR (UNIT 1 LOOP B)
CALC NO RC5035-P-200 RO ORIGINATOR PANT DATE SHEET NO SHEET REV DCP# 96-2843-2, SUPP. 0 page 1 of DCN# 9704761 Page [(" of 15 V 7.0 CALCULATIONS None
CALCULATION SHEET PROJECT STP-SGR JOB NO 23438-200 SUBJECT EVALUATION O.F MPW PIPING SYSTEM DUE TO SGR WNIT 1 LOOP B)
CALC NO RC5035-P-200 RI ORIGINATOR PAM DATE SHEET NO SHEET REV DCP# 96-2843-2, SUPP. 0 pagers 1 of DCN# 9704761 Page I§ of 1.5/
8.0 CALCULATION RESULTS AND CONCLUSIONS 8.1 ME101 Input Listing:
Attachment #1 contains the input listings for the hEOZ2 analysis.
The weight, thermal, seismic, SAN cases were based on LR elbow at node 010 & spring hanger (HL50S) at node 009 located at 2'-4" NE of node 010. The elbow 0 node 010 Is actually a SR elbow & the spring hanger HL5015 (node 009) is located 2'-0o MN of node 020. The impact is judged to be insignificant.
There exist adequate margins in stressues, SGR nozzle, Fluedhead penetration,
& support loads.
8.2 Piping Stresses:
All stresses are within the code allowables. {See Section 8.14).
8.3 Fluedhead Penetration loads:
The revisec' loadings on fluedhead penetration M-7 are summarized on section 8.25. These loadings are reviewed, evaluated and found to be acceptable (See attachment #7).
8.4 Equipment Vozzle Loads The loads imposed by the piping on the replacement steam generator feedwater rozzle are summarized and compared with the allowable nozzle loads. (see section 8.16). The nozzle loadings are submitted to Westinghous e for acceptance. (See Attachment# 8).
8.5 Floor and Fall penetrations:
The displacements at floor and wall penetrations are summarized, evaluated against the available clearances, and are acceptable.
(See section 8.18).
8.6 Branch connections:
The piping movements for the small pipe connections are sun=arized (See secticn 8.17).
8.7 Valve Acceieration and End Loads:
There are zio valves within the boundaries of this stress problem.
8.8 Support Inl'ormation:
Pipe support loads and other information were provided to the pipe support group for design, evaluation, and any modification.(Attach.#2) 4 new supports were added on the new section of the pipe (3 rigids, &
1 spring hanger).
7
CALCULATION SHEET PROJECT STP-SaR JOB NO 23438-100 SUBJECT EVALUATION Old MFW PIPING SYSTEM DUE TO SGR (UNIT 1 LOOP B)
CALC NO RC5035-P-200 RO ORIGINATOR PANI DATE SHEET NO SHEET REV DCP# 96-2843-2, :;UPP. 0 page 1,04of DCN# 9704761 Page l15 of 15/
8,0 CALCULATION flESULTS AND CONCLUSIONS (cont'd.)
8.9 Welded Attachments:
The local s.resses at welded attachments are evaluated and found to be acceptable. (See attachment #5). The impact of revised loads on the generic IWA calculation is evaluated (see attachment #6).
8.10 Flanges:
There are n-D flanges in this stress problem.
8.11 HELB Criteria:
The combined eq. 9-B and eq. 10 stresses meet the high energy piping criteria. ND intermediate pipe break locations are identified. (See Attachment #3) 8.12 Functional Capability:
Per reference # 4.11, this system is not an essential system and therefore does not require functional capability evaluation.
8.13
Conclusion:
As shown by the stress analysis evaluation, the revised feedwater piping system due to the steam generator replacement is acceptable.
CALCULATION SHEET PROJECT STP-SGR JOB NO 23438100 FUBJCT FEEDWATER AN" SYSTEN - SG 1B TO M7 CALC NO RC5035-P-200 RD ORIGINATOR P"NI DATE SHEET NO SHEET REV DCP# 96-2843-2, SUPP. 0 pagelO3 of DCN# 9704761 Page 20 of 15) 8.14 Pipe Stress Sunma i
STRESS SMTdnRY il it I1 ASME-SEC 121-74 CALCULATED NODE STRESS POINT STRESS EQUA rON (PsI) 008 E EQUATION 8 6770.
110 EQUATION 9B (UPSET) 8047.
010 E EQUATION 9D (FAULTED W/ SSE) 8962.
008 B EQUATION 9D,(FAVLTED w/wat. hammer 34888.-
9SB EQUATION 9D (FAULTED JET) 10298.
007 EQUATION 9D (FAULTED LOCA) 11431.
100 E EQUATIO01 10/11 29849.
ALLOWABLE STRESS (PSI) 15000.
18000.
36000.
36000. -
36000.
36000.
22500.
STRESS RATIO
.451
.447
.249
.969,
.286
.318
.882 REPIARKS 0.K.
- 0. K.
O.K.
0.K.
0.K.
0.K.
O.K.
CALCULATION SHEET
DCP# 96-2843-2,.,UPP. 0 page f0 Of DCM# 9704761 Page 2.1 of 151 8.15 Penetration Load Summarv rr---
d ll SECTXION 8.15 PENETRATION LOAD
SUMMARY
i NODE NUEBER : 110 EQUIPMENT I): PEN M-7
- COSAX, COSBX,
- cosCx, COSA r, COSB r,
- COSCr, COSAZ:
COSBZ:
COSCZ:
1.000
.000
.000
.000 1.000
.000
.000
.000 1.000 HLOAD I
NO2ZLE FORCE (LBS) l NOZZLE MOA=NT (FT-LBS)
B ICASEl PA FBj FC I
MXA l
MBD MCiD iwT1 1
-46.l
-2414.1
-l8.i 4814.j 26.i
-7955.0 lITiRN1 l
-38500.l 1482.1 18808.l
-2333.1
-51333.1 25639.11 IITHRM2 l
-27547.1 380.1 13572.1
-8225.1
-36536.l 16397.11 IIRRNM3 l
-12428.1
-1141.1 6344.1
-16361.1
-16111.1 3639.11 llTHRM4 1
-3293.1
-2071.1 1929.1
-21339.1
-363S.l
-4155.H JTRRM5 l
-39914.1 1624.1 19484.1
-1576.1
-53243.1 26831.J ITRPM6 1 -24882.1 112.1 12298.1
-96SS.1
-32936.1 14149.11 ITHPE7 1 2898.1
-2683.1
-983.1
-24611.1 4594.1
-9293.11 aTHRMS 1 18082.1
-859.1
-5378.1
-7963.1
-1465.1
-2S275.11 DTHRMF I 2898.1 1624.1 19484.1 0.1 4594.1 26831.11 IITHR1I I -39914.1
-2683.1
-983.1
-24617.1
-53243.1
-9293.11 ll5AN1 I
3464.1 65.1 2893.1 960.1 23347.1 674.f IISAM2 I
6202.1 122.1 4972.1 1943.1 40052.1 2263.f lISEISA1l 2457.1 2149.1 493.1 5388.1 808.1 21565.11 lISEISA21 2799.1 3132.1 1038.1 10668.l 1698.1 30664.f 11TX= 1 266118.1 5338(1 19121-1 784421 35190r.
- 340424, IIJET I
3969.l 157.1 278.1 2013.1 1009.1 2107.0 IILOCA I
684.1 1193.1 429.1 3856.1 713.1 5234.H 1L I
I I
6 I 1
CALCULATION SHEET PROJECT STP-SGR JOB NO 23438100 UBBJECT FEEDWATER lFW I SYSTEM - SG 1B TO M7 CALC NO RC5035-P-200 R0 ORIGINATOR PANZ DATE SHEET NO SHEET REV DCP# 96-2843-2, SUPP. 0 page/Lof DCN# 9704761 Page 22 of 151 ll SECTION 8.16 EQUIPMBNT NOZZLE LOAD
SUMMARY
It I!
MODE NUMBER :
- COSAX, COSAT,
- COSBX, COSBY, cOsCx, COSC3',
N02 EQUIPMENT ID.
FW NOZZLE COSAZ
-. 875
.000
-. 485 COSBZ :
.000 -1.000
.000 COSCZ
-. 485
.000
.875 S
RLQAD I NOZZLE FORCE (LBS)
NOZZLE MOMENT fFT-LBS)
II llCASE l
FA I
FB l
FC M
MA l
MB l
MC II IIWT1 i
87.1 656.1
-1S3.I
-433.1 838.1 2887.1l lTmRwP I 9353-1 0.1 0.1
°-l 49926.1 0.11 IX RYN I 0.1
-5178.1
-13987.1 -110238.1
-10920.1 -115257.11 uCs I
4218.1 7038.I 5875.1 29962.1 27694.1 30386.11 oC6 1
6716.1 14401.1 9386.1 47808.1 44397.1 58356.1l ITIME1 I 21346.4 139632.1 27476]
4 8993A 92391.1
- 487536, fJET I
121.1 779.1 74.1 222.l 1072.1 3174.11 IILOCA l
11317.1 16018.1 22620.1 17886.1 77972.1 4S238.11
_1 u
_-T.
_-i l LOAD l ALLOWABLE FORCE (LBS) i ALLOWABLE KOMEN=
(FT-LBS) ll IlCASE I
FA I
FBI FC I MA MB MC 11 I1WT2 l
6000.1 16800.1 16800.1 30000.! 1 57000. 1 57000.-1 I!TURMP I 10000.1 50000.1 10000.1 225000.!
159083.1 291667.1!
I!THRMN I 10000.1 50000.1 20000.1 225000.1 259083.1 292667.11 I!CS I
48000.1 36000.1 36000.1 110000.l 244000.1 144000.11 I1C6 1
92400.1 84000.1 84000.1 170000.1 200000.1 200000.11 IITIME1 I 506000.1 358000.1 358000.1 2094000.1 644900.1 644900.1!
llRUPTWRE 35000.1 26000.1 26000.!
118750.1 298417.1 298417.11
-~~
-9,1 PLOAD I
FORCE RATIOS MMT RATIOSI flCASE FA I
FB FC MA l
N MC 1REaRKS l
!WTrr I 0.025 I 0.039 1 0.009 I 0.014 1 0.015 1 0.052 1 OK 11
!iRTWP I 0.935 I 0
0 I
0 1
0.314 0
OK 11 IITRRMJ I 0
0.104 1 *1.399 1 0.881 1 0.069 1 0.395 1 11 llcs I
0.088 I 0.196 l 0.163 I 0.272 l 0.192 1 0.211 l OK 11
!!C6 1 0.073 1
0.171 1 0.112 1
0.281 1 0.222 1 0.292 1 OK 11 11TIM1 1 0.042 1
0.390 1 0.049 1
0.045 1 0.143 1 0.756 1 OK 11 lRUPRE 0.327 l
0.646 l 0.873 I 0.152 l 0.265 l 0.162 1 OK 11 I_
_I _I
__ _ _ I
._I__
I NOTES. C5 -
SRS!
OF OBRI & OBESAM; C6S-SRSS OF SSEI & SSESAM' TIMEl -
i7ATER HAMMER RUPTURE. JET+ LOCA OK PIR REF. #4.14 z
(WEsTrINGOUsEl S REVIEW & ACCEPTANCE)
CALCULATION SHEET PROJECT STP-SGR JOB NO 23438100 JECT FEEDBWACTER G"W77 SYSTEM - SG 1B TO 17 CALC NO RC5035-P-200 RO ORIGINATOR PANI DATE SHEET NO SHEET REV DCP# 96-2843-2, SUPP. 0 pagell of DCN# 9704761 Page 2.
of 15 ltSECTION 8.17 MOVEMENTS FOR SMALL PIPE CONNECTIONS & PENETRATIONS II I'
so-m v MFID ARN0321 s; 47-r4CH. s.
NODE
.JOAD BRANCW NO.1 DX DY DZ RX RY RZ ISO. NO.
NO.
.ASE PENET. NO.
(IN)
(IN)
(IN)
(RAD)
(RAD)
(RAD) 060A WTI
.001
-. 043
.016
.00016
-. 00008
-. 00030 060A rRRMP
.000
.526
.129
.00013
.00000
.00503 060A rHRMN
-. 265
.000
-. 794
-. 00285
-. 00262
-. 00042 060A
-5
.027
.066
.026
.00051
.00028
.00050 060A
- 6
.051
.134
.053
.00102
.00059
.00102 065 rIT SLEEVE#245
.001
-.038
.014
.00015
-. 00008
-. 00033 065 rRRMP SLEEVE#245
.000
.439
.122
.00003
.00000
.00498 065 rRRKN SLEEVE#245
-. 329
.000
-. 839
-. 00271
-.00251
-. 00022 065
- 5 SLEEVE#245
.027
.057
.021
.00051
.00028
.00054 065
- 6 SLEEVE#245
.051
.116
.043
.00100
.00057
.00110 070 VT1
.001
-. 026
.011
.00013
-. 00008
-. 00037 070 rARNP
.000
.271
.107
.00000
.00000
.00481 070 rHRMN
-.455
.000
-. 920
-.00243
-. 00213
.00000 070
- 5
.027
.037
.012
.00049
.00025
.00060 070
- 6
.051
.076
.024
.00096
.00051
.00122 086A WT1
.001
.013
.003
.00008
-. 00007
-. 00032 086A rHRMP
.000
.000
.060
.00000
.00038
.00369 086A rARRN
-.848
-.187 -1.035
-. 00154
-.00037
.00000 086A Zs
.027
.031
.008
.00047
.00022
.00063 086A
- 6
.051
.064
.O1S
.00086
.00022
.00128 087 VT1 SLEEVE#243
.001
.017
.002
.00007
-.00007
-.00031 087 rRRMP SLEEVE#243
.000
.000
.055
.00000
.00084
.00356 087 rRRMN SLEEVE#243
-. 898
-.235 -1.027 -. 00143
-.00033
.00000 087
- 5 SL.EVE#243
.027
.040
.010
.00047
.00011
.00062 087
- 6 SLEEVE#243
.051
.081
.018
.00085
.00021
.00125 090.
m
.001
.020
.001
.00007
-.00006
-. 00031 oso r0 HP
.000
.0o0
.052
.O0000
.00227
.00347 090 B FHRMN
-.932
-. 267 -1.018
-. 00136
-. 00031
.00000 090 B :5
.027
.045
.011
.00047
.00011
.00061 090 B :6
.051
.092
.020
.00084
.00020
.00123 035 Vr1 2.5FW1073GA2
.009
-. 020
-. 009
.00013
-. 00004
.00006 035 rlRMP 1.SFW1073GA2
.422 1.726
.000
.00330
.00154
.00575 035 rHRMN 1.5FW1073GA2
.000
-. 345
-. 321
.00000
-. 00200
.00000 035 Z5 1.5FW1073GA2
.034
.026
.027
.00041
.00018
.00039 035
-6 1.5FW1073GA2
.068
.053
.056
.00082
.00036
.00082
e SOUTH TEXAS PROJECT JOBNO. 23438 CALCULATION SHEET
SUBJECT:
MFW System -SG lB To PEN. # M7 CALC.NOT-5O35-f'Z00 RK, SHEET NO.
I REV. I ORIGINATOR I DATE I CHECKER I DATE I REV. I ORIGINATOR I DATE I CHECKER I DATE l
1,
I 1-I I
I I
I 7
Ii DCP#96-2843-2,SUFF.C PAGEIF DCN# 9704761 PAGE Z4 OF l/
SLEEVE #24S M243 8.18 Pipe Sleeve C earancc Susnmary a
i I
SLEEVE PIPE INSULA.
RADIAL AXIAL NODE NCO.
I.D.
OD.
TION(N)
MVNT(5)
MVNT CLEARANCE(1) 060A-070 245 29" 18" 2"p 1.832 0.791 1.668" 086A-090B 243 36"X75" 18" 2"
1.447 1268
- Movements are not significantly different from the existing analysis GLOBA LOCAL PIPE MOVEMENT (ON)
COMBINED NODE DIR.
DIR W
TH (+)
TH (-)
SEIS (4)
LOCA OTHER(6)
(3)
W H X
-a 0.001
- 0.
-0.455 0.051 0.011 0.337' 0.791 060A-Y b
-0.043 0.525 0.0 0.134 0.045 0.791, 1.273 070 c
0.0_6 0._29
-0.9_20 05 0.4._
3 Z
c 0.016 10.129 1-0.920 10.053 10.024 0A14
~1.318 086A-090B X
a 0.001 0
-0.931 O.OSI 0.01}
0.33B.
1.268 Y
b 0.020 0
-0.267 j 0.092 0.033 0.642.
0.889 Z
c 0.003 1 0.060
-1.035 0.020 J 0.004 0.110, j 1.142 NOTES :1. CLEARANCE - ' (SLEEVE ID - PIPE OD) -(INSULATION+RADIALMOVEMENT).
- 2. RADIAL MONTENT - (Ax1+Ay2 x or (Ax'+Az) " or (Ay2+Az
- 2) '
- 3. PIPING MOVIMENT SHALL BE COMBINED IN ACCORDANCE WITH TABLE 4 OF RQ-1002.
4A. SEISM- [SSI b2+SSE(SAM)q' FOR SYSTEM REQUIRING FUNCTIONAL CAPABILITY EVALUATION.
4B. SEISM- [OB E2+OBE(SAMY] " FOR SYSTEM NOT INCLUDED IN NOTE 4A.
- 5. IF RADIAL MOVEMENT IS GREATER THAN 3/16", FURTHER EVALUATION PER PED-023 SHOULD BE PERFORMED.
- 6. PIPING MOVFIMENTh DUE TO JET IMPINGEMENT NEED NOT BE CONSIDERED.
CALCULATION SHEET
'PROJECT STP-SGR JOB NO 2343S-100 SUBJrECT EVALUATION 0' NFW PIPING SYSTEN DUEE TO SGR (UNIT 1 LOOP B)
CALC NORC5035-P-200 RO ORIGINATOR PANI DAT_
SHEET NO SHEET REV DCP# 96-2843-2, IUPP. 0 page/ iotof DCN# 9704761 Page 25 of /t 1 9.0 COMPUTER AMLYSIS Mzlol Conputer program Version N4 / PC Version was utilized.
The results cof MEIo! arc fully verified against the results of bench mark problems. In addition, the results are also benchmarked with the exirting analysis (ref 4.1) results.
The MElol PC Program software Is fully controlled by an authorization code and security key for an assigned PC machine.
IPrograml File Name I MFID JRun Datel UNIT/ I
______I l LOOP l
lMl01 IFWB W.FOR I-I I 1/B l
I I *FWBW7.FORIl I
I l
l 7632BX4j.FLI-j I
I(RR.BRKr4)
I-I l
l 7632B12.MFLI-r I
I {R (RR1RB__2) I l7632B15.MFLI-I I
I IUIR JS)
I l
Ilw KBS. INP l-I I
lMIFWBW.INP I-I I
I N.WB^.W P I -
I I
I I
I MFBL.P I
I I
I MFWS.OUT IRN0321110/27/971 I
I I MBW.OLT IlRP07071 06/17/981 1
I I *MMWB77. OUT 1501741111/05/971 I
l l
FWBJ.OUT 1B046599106/11/981 1
I lFWBL.OUT ILT33226O51/21/981 I
I.
1 1-1 Note:
Computer input,forcing function,and LOCA are provided in the attached diskettes.
time history input files
- Water hanmer files from 75t draft package
CALCULATION SHEET PROJECT STP-SGR l BJECT FW-PIPING FROW S.G. 1B
-D
&J I
Al 7 JOB No 23438001 CAMC NO RC5035-P-200 RO ORIGINATOR PANI DATE SHEET NO SHEET REV DCP# 96-2843-2, RUPP. 0 page if DCN# 9704761 Page Z of I'5/
ATTACK?.ENT 1. 0 PIPE STRESS ME101 COMPUTER ImAGE PAGES
-If:;
CO Von Sit Per
- a) i WEUIRHT/ THEPALSHISMIC/SA2 C 27. 4o) 10 WAT72tR RAI=
C41-4)
(47-52-)
S F-7L i
DCP# 96-2843-2, SUPP. 0 page I 110 of DCN# 9704761 page 21 of 151 CALCULATION SHEET PROJECT STP-SGR JOB NO 23438100 CT FFEMWATER hnj7U SYSTZM -
SG 1B TO M7 CALC NO RC5035-P-200 RO ORIGINATOR PANI DATE:
SHEET NO SHEET REV ArTACUMEEfl 1.0 P:PE STRESS ME101 COMPUTER IMAGE DATA FILE FOR UNIT-1 INPUT FILE FOR CALC REVISION DUE TO SGR REPLACEMENT :MFWBS.XINP
- ~
DATA FILE FOR UNIT-1 NOTE: ABR S"'IFFNESS & SUPPORT RELOCATION ARE INCORPORATED CTL OUTPUT-SHORT, HED TI TLE-FEEDWATER "FW' SYSTEM -
SG 1B TO K7, PRIOJNO=23438100, PROBNO-RC5035-P-200 RO, USER-PANI, UNITS2 2,
- COEF7CS4, PER-0. 02, MODES-100, RUN LDCASE=WTl (N+7+I),
- RUN LDCASE=WhTJ1 (0+8),
- RUN LDCASE-WTJ2(0+9),
RUN LWCASE-THRM1(A+N+7),
RUN LDCASE-TXRM2 (B+N+7),
RUN LDCASE-T7RM3 (C+N+7),
RUN LDCASE-THPRM4 (D+N+7),
RUN LDCASE-THR25(E+N+7),
RUN LDCASE=THRM6(F+N+7),
RUN LDCASE-THRM7(G+N+7),
RUN LDCASE-THRM8(H+P+7),
RUN LDCASE-SAM1(N+X+Z+7),
RUN LDCASE-SAM2 (N+Y+Z+7),
RUN LDCASE=MRSI (N+S+Z+7),
RUN LDCASE=MRS2(N+T+Z+7),
WT1 NORMAL OPERATING WEIGHT ANALYSIS THR1M TI7EESMAL NORMAL OPERATING MODE (HEAT-UP,COLD DOWN) 0 567 DEGREE THRM2 ---
RIERMAL NORMAL OPERATING MODE (LOADING,UNLOADING) 0 440 DEGREE THRM3 ---
TERMAL NORMAL OPERATING MODE (LOADING, UNLOADING) 0 250 DEGREE T**
HRM4 ---
TIERILAL NORMAL OPERATING MODE 0 120 DEGREE TERMS ---
T ERMAL EMERGENCY & FAULTED OPERATING MODE 0 583 DEGREE THRM6 ---
TSERNAL FAULTED OPERATING MODE 0 408 DEGREE TXRM7 ---
ThERMAL MINIMUM TEMPERATEURE 0 32 DEGREE TRRM8 ---
PCST-LOCA THERMAL ANALYSIS (DESIGN BASE ACCIDENT ANALYSIS)
WTJ1 S7ATlC JET IMPINGEMEMNT ANALYSIS WTJ2 SE YMMIC JET IMPINGMEMfNT ANALYSIS
DCP# 96.2843-2, SUPP. 0 page 1kt[ of DCN# 9704761 page 29 of l CALCULATION SHEET
.#PROJECT STP-SGR JOB NO 23438100 TB JECT FFEDWATER MF"' SYSTEM -
SG 1B TO M7
-C2LLC NO RC5035-P-200 RC ORIGINATOR PANI DATE SHEET NO_
SHEET REV SAM1 OLE SEISMIC ANCHOR MOVE T ANALYSIS SAM2 SSE SEISMIC ANCHOR MOVEMENT ANALYSIS
2 CL. 2 FOR STRAIGHT SPOOL OF BECHTEL PIPE a NOZZLE MATL: SA-336 GR.F22 CL.:16" SCH.80 PIPE UP TO & INCLUDING TOP ELB OF RISER NATL: SA-333 GR.6 AFTER TOP ELB OF RISER & REST; 16" SCN.
80/ 18" SCW.
80 SAP 002 82.719
- A TFMP-440,EXP=3.068,
- B TEMP-250,EXP-1.40,
- C TEMP.120,EXP-0.382,
- D TEMP-583,EXP-4.433,
- E TEMP-408,EXP-2.774,
- F EXP--0.2908, TEMP -32,
- G TEMP-70,EXP-D.,
- K TEIPm70.,EXP-0.,
- 0 SC-22500,SH-22500, E,27.8E6, LBS/FT=1.0, DPRESS-1.0, PPRES9e1. 0, CODE'SC3W75, CLASS=2, LINE NO. PW-;!014-GA2 ANC 001 -0.637 1.971
-1.956
- N ANC 001 COSAX--. 8746, COSAZa-. 4848, COSCX=.4848,COSCZ=-.8746, RSNANE=SGROBRE, RSNAME-SGRSSE,
- T DTITLERCENTER SG, DX-.229,DY-. 0170,DZ=.251 6, *X DX-.359,DY=.052,DZ=.4058, *Y
DCP# 96-2843-2, SUIP. 0 page,.I= of D~i746 aeZ fI5 DCN# 9704761 pa' 21 of 151 ge-CALCULATION SHEET PROJECT STP-SGR JOB NO 23438100 JECT FFEDWATER ZFWN SYSTEM - SO 1B TO C7 N
_ R CALC NO RC5035-P-200 P0I ORIGINATOR PANI DATE SHEET NO SHEET REV PAASE-SG, ROT-X=-0.345E-3, ROT-Y=-0. 620E-3, ROT-Z=0. 042E-3, ETIXIR22NSG201B, BGIN FW LIME REROUTE DUE TO SG REPLACEMEJT/IEM FW NOZZLE LOCATION 002003 -0.3440
-0.1907 OD=26. 0,THICK4.75, LBS/FT,1176. 5, 03A -0.5860 N02 -0.4490 DLD N02 0.8746 004-1-11.551 005-1-9 007
-0.3248
-0.2489 0.4848 1.0600 11.640 OD-20. 0,THICK-. 75, LBS/FT.439.2, SIF-1.502, OD=16. 0, THICK-. 643, LBS/FT.210. 66, DTXTLE-FW NOZZLE, DPRESS-1350, PPRESS13 60, TFOR= 12,MULTX-l, JOINTBT2WELD, L
JOrI.NBTEWLD, MAT3SA336 GR.F22 SC-18B00,SH-17817, E-30. 6E6, TEMP=567,EXP-4.3864, TEMP.440,EXP-3.160, TEMP=250,EXP1. 45, TEMP-120,EXP=0.378, TEKPa583,EXP-4.534, TEffP=408,EXP=2. 872, zXP=-0.2S92, TSMP-32, TEMP=70,EXP=0.,
TEP=70.,EKP=0.,
SEG-2, MAT-SA333 GR. 6 (C-MN-Si)
SC-150000, 5SU5000, Ew27. 9E6, OD=16. 0, THICK. 843, LBS/PT,210. 66, TEMP=567, EXP-4.2766, TEMP-440,EXP-3.068, TEMP2250,EXP-1.40, TEMP-120, EXP-0. 382, TEMP-583,EXP-4. 433, TEMP.408,EXP-2. 774, EXP=-0.2908, 7EMP=32, 8-5/8
- A
- S
- C
- D
- E
- F
- G
- H
- 0
- A
- B tc
- D tE
- F
- G
DCP# 96-2843-2, SU1P. 0 page /&6 off DCN# 9704761 page 3°0 of t5/
CALCULATION SHEET PROJrECT STP-SGR
.JOB NO 23438100
- JBJECT FSEDWATER MFw" SYSTEn -
SG 1n TO M7 CALC NO RC5035-P-200 R0 ORIGINATOR PANI DATE SHEET NO SHEET REV_
EMPw70,EXP. 0.,
TEHP-70.,EXP.0.,
- 1
- 0 MAD 007 0.9272
-0.3746 DLD 007 008 009 I -o 3
X SPD 009 1.0 0 (CS7F.3~
_s7 AA-1997E3,ETIX-L5016, RSNAMEPIS830B, RSNAME5ISS35S, TFOR= 10,MULTIX-1, S
JOINT=BTWELDSEG=2, ADDWT.50, ETIHL5025, TFOR-9,MULTI--I, D S JOINT=BTELD, ADDWT-902,
- S
- T I
1619ff 1.0 DLD 009-0.93211 010 CE~
1-1-3s 011 10.5
-0.3649 t(
t 1.2~ 9(
RLAD 011 -1.0000 AA-104953,ETZnHL5014, RSNAME=ISS30B, RSNAKE-IS83SS, RAD 011 -0.6018
-0.7986 AAw147853,ETbffL5S014, RSNAME-IS830B, RSNAME=IS83SS, DTI-PLATFRM, SEG-2, llA 012 013 014 RAD 014 -0.9748 RAD 014 -0.5402 015 DLD 015 7.5 4.5 5-3/16 10-5/16 SEG-2, UFL-1230, COSFX-0. 7290, COSFY=O. 0000, COSFZ= -0. 685, UFL=2460, COSFXM0.7290, COSPY-0. 0000, COSFZS-0. 685, ADDWTm133,
- 2
- 2
- 2
- 2
- 3
- 3
- 3
- 3
-0.2233
-0.8415 AA-320853,ETI-HL5013, RSKAME-IITOBS, RSNAKE.INTSSE, AA=1484E3,ETZT=L5013, RSNAME-INTOSB, RSHAME-INTSSS, DTI-CUT LOCNJOINTx.B7WELD, TFORs 8,ULTX=-1, 7-13/16 1.0
-; M/t//oP, 3)FVA-r-toa -
x5eS
&>/ ciF-It v8#sl 6lolqg
DCP# 96-2843-2, SU.?P. 0 page JId9 of DCN# 9704761 page 31 of 151 CALCULATION SHEET PROJECT STP-SGR JOB NO 23438100 aECT FEEDWATER FPW' SYSTEM -
SG IB TO M7 CALC NO RC5035-P-200 RC ORIGINATOR PANI DATE S3EET NO SHEET R~EV 016 7-1/2 JOINT=RED, EMD OF FW LINE REROUTsE DUE TO SG REPLCEMaI/NEW FW NOZZLE LOCATION
- ******t*
018 020 021 022 025 7-1/2 9 O 0 0 L
026 -3.73331 027 2.95272 SNB 027 -.5801 030 6.8218 035 2.44362 040 8.1454 2.65883 0-2.10289
-. 8145 0-4.8584 0-1. 7403 0-5.80107 7OIrNT.BTID, OD-18, TIICX-.937, LBS/FT,264.22, SIF-1.0, ADD WT,25, SIF=1.0, ADDWT=20, SIF-1.0, ADDWT-50, JOXNT-BT7WELD, SIF'1.0, ADDWT.25, UFL=1089, COSFX_0.5801, COSFY=0.24 19, COSFZ-0.8145, UFL=21 79, COSFXu0.5801, COSFY.0.2419, COSFZ-0.8145, DTITLEPiW90l4RLH5012, ADDWT.355, SIF=2.1, AA-752. 5E3, RSAMSE-XTOBE, RSNm4EINTSSE, SIF.1.0, ADDWT-20, SIF=1. 0, ADD WT-25, DTXTLE I.5FW1073GA2, DTITLE.FW9O14SHO1, ADDWT=48, FORCE=1751.,AAw1.,
TFOR=
7,MTJLTIX--I,
- 8
- 8
- 8
- 8
- g
- 9
- 9
- g
- SPD 040 SPR 040 DLD 040 0.8145 042 -2.71513 1.0 1.0
- 1
- I
-0.5801 1.933689 DTITLE=FW9014ML5009, SEaMNT=2,
DCP# 96-2843-2, SU1'P. 0 page IL cf_
DCN# 9704761 page 3 Z-of I 6q CALCULATION SHEET PROJECT STP-SGR JOB NO 23438100
- EJECT FEEDWATER
'PFW" SYSTEM -
SG 1B TO M7 CALC NO RC5035-P-200 R0 ORIGINATOR PANi DATE SHEET NO SHEET REV______
ADDWT-679, SNB 042 1.0 AA.'897. 6E03, RSNAIEz.'
=OBE, RISNUAMR.INTSSE, 13 -3.4024 2.42316
- SPD 13 SPR 13 045-3.0206 050 2.0 1.0 2.15123 L
4-7-3/8 DTITLEFW9014RL5008, SEGMNT&r2, UFL-0.000, COSFX,0.5640, COSFY-0.2350, COSPZUO.7920, UFL-0. 000, COSFX.0.5640, COSFY-0.2350, COSFZ= 0.7920, ADDWT-1 05, FORCEm9157.,AA-1.,
JOINsT.BhTELD, DTITLE=FW90141L5001, ADDWT-988, SIF=2.1, AA=813. 5E03, RSNAME=fNQTOBE, RSNAME-XNTSSS, DTITLE-FW9014HL5002, SEGHN-2, ADDWT-879, AA-151.0503, RSNAlE-I1TOBE, RSNAMEmIflTSSE, TFOR-6,MULTI--1,
- 1
- 2
- 2
- 2
- 2
- 3
- 3
- 3
- 3
- 1 SNB 050 1.0 055 0-11-3/8 SNB 055 0.2980
-0.9540
- S
- T DLD 055.
060
-1. O 5-7-5/8 L
065 1-3/4 070 10 080 10 JOINT-BTWELD, DTITLEfSLESVE#245, SEGMNT=2, JOINTaBZWELD,SIF=1.8, DTXTLEZFW9014HL5003, ADDWT-730, SIF=2.1, SNB 080 1.0
DCP# 96-2843-2, SUIP. O page 61kL of_
DCN# 9704761 page 53 of 1/5-CALCULATION SHEET PROJECT STP-SGR JOB NO 23438100 JECT FEEDWATER MFW" SYSTE SG 1B TO M7 CALC NO RC5035-P-200 R0 ORIGINATOR PANT DATE __
SIET NO _
SHEET REV A.A-1402603, RSNAHfE=1lVWBE, PISNAK~E-INTSSE, 085 0 D77TLE.-FW9014KL5006, R.A 085 1.0000 DLD 085 1. 0 086 11-2/4 087 3 090 0 L
AA.1353E03, RSNAMEIlNTOBE, RSXAME-IlTSSE, TFOR=
SMULTI=-1, DTITLE=SLEEVE#243, SEGWJT-2, JOIINT=BTWELD, DTITLEVFW9014S60004, SEGMNT-2, ADDWT-92, FO2RCE-6756,AA=1.,
TFOR=
4,MULTIX-1,
- S 095 8-10-1/2
- SPD 095 SPR 095 DLD 095 95B 1.0 1.0
- 1
- I
-1.0 0-11 -1/2 SSC-20-180 SUPER STIFF CLAMP RAD 95
- 1. 0 DTITLR=FW9014HL5004, SIF-2.1, ADDWFV-0, AAm852. 8903, P.SIMME-INTOBB, RSNAME-INTSSE, 100 5-11 L
10A 6 JOINT.TBTWELD, DTITLEwFW904HL5021Z, SEGMNT-2, ADDWT-470, RAD I OA 1.0 DLD 1OA 1. 0 105-10-6-1/2 110 4-5/8 ANC 110 0.03901 ANC 110 -0.26854 AA-1554E03, R-SWAME-INTODE, R.SKAME=IIJTSSE, TFOR=
2,,MmITIw--1 SIF=1.8, SEGMN'T-4, SIF-1.9, DTXTLE=PFN K-7,
- S
- T
-0.06168 0.005251 0.2352
-0.036149
- N
DCP# 96-2843-2, SUI'P. 0 pagejILlknof DCN#9704761 page, l of /5/
CALCULATION SHEET PROJECT STP-SGR 7JOB NO 23438100 JJECT F2DEWATEPR MFW" SYSTEM SG 1B To M7 CALC NO RC5035-P-200 R0 ORIGINATOR PANI DATE SHEET NO SHEET REV ANC 110
- 0 COSAX-2.0, COSAZa0, COSCX-0, COSCZ-1.0, AA-6.4E6, AB-,G. 4E6, AC.6. 4E6, ARA-7. 45E9,ARB=7.45E9, ARC=7. 45E9, DX-. 026V,DY-,0. 0034,DZ-. 0351, *X DX.=.0482,DY=0.0058,DZ-.0602, *Y PHASE=CONJT, RSNAt4E=CMTOBH, RSALAME=CffTSSE, ACE ACE ACE ACE ACE TITLE= OBE 2tD 37'TO 689, RSNAME-CMTOBE, TYP-3, PO=24, DIR=X
.1500,
.9000,
.5000, 1.0000, 1.8700, 3.8000, 6.5000, 8.2000, 11.0000, 20.0000, ACE
.8500, 4.4700,
- 11. 0000, 15.0000, 18.4000, 35.0010, 35.0040.
35.0070,
.0750,
.2300,
.3300,
.6700,
.2550,
.1742,
.5400,
.1050,
.1000,
.2750,
.5250,
.2532,
.1200,
.1000,
.21000,
..1000,
.0800,
.2000,
.3300,
.2600,
.8000, 1.1000, 2.5000, 5.0000, 7.4000, 8.9000, 13.5000, 35.0000, 1.0000, 5.4700, 13.3000, i5. 5000, 22.0000, 35.0020, 35.0050, 35.0080,
.6000, 1.0000, 2.0000, 4.6000,
.3000,
.2000,
.6700,
.2550,
.1650,
.5400,
.1050, DIR-Y
.1000,
.2750,
.5250,
.2500,
.1000,
.1000,
.1000,
.1000, DIR-Z
. 0800,
.2500,
.2900,
.2600, 1.1800, 3.3000, 5.5000, 7.5000, 9.4000, 16.3500, 35.0020, 2.6000,
- 10. 0000, 14.0000, 16.0000, 35.0000, 35.0030, 35.0060, 35.0090,
.7900, 1.3000, 3.0000, 4.7000, CNT SHEL, EL.
.2000,
.3300,
.2000,
.6000,
.2432,
.2321,
.1600,
.l050,
.2300,
.2800,
.3625,
.1730,
.1000,
.1000,
.1000,
.1000,
.1500,
.3300,
.1700,
.2368, ACE
.5000.
.9000.
- 1. 8600.
3.5000.
DCP# 96-2843-2, SUPP. 0 pagelAIR of DCN# 9704761 page 5. of 15 /
CALCULATION SHEET PROJECT STP-SGR JOB NO 23438100 JECT PESDWAMTER wFw SYSTEM - SG 1B TO M7 CALC NO RC5035-P-200 RO ORIGINATOR PANI DATE SHEET NO SHEET REV
- 5. 0001),
8.0004),
10.10001),
17.0000),
.1905,
.1700,
.4316,
.1350, 5.2000, 8.4000, 10.1500, 25.0000,
.1800,
.1700,
.6500,
.0800, 7.5000, 8.8000, 14.0000, 35.0000, BOA ACE ACE ACE ACE ACE TITLE= SSE 3 tD 37' TO 68',
RSNAME-CHTSSE, TYP=3, P01=23,
.300i1, 1.0001),
- 2. 5000, 3.5001),
- 5. SO0l),
9.500)
- 13. 50011, 20.0000),
- 1. 00011, 8.0501),
15.8001),
35.0011),
35.004i),
- 35. 0071),
- 35. 0101, 35.0131),
.3001),
.7700, 1.8001),
3.0001),
8.0001),
- 22. 0000,
- 35. 001),
- 35. 0041),
.0700,
.4500,
.4000,
.6800,
. 9890,
.3952,
.7600,
.1775,
.1800,
.4850,
.2750,
.1600,
.1600,
.1600,
.1600,
.1600,
.0700,
.3209,
. 5500,
. 5000,
.4000,
.4800,
.2500,
.2500,
. 6000, 1.2000, 2.6000, 4.0000, 6.0000, 10.0000, 15.7000, 35.0000, 2.7000, 10.6000, 21.5000, 35.0020, 35.0050,
- 35. 0080, 35.0110, 35.0140,
.SOOO, 1.0000, 2.1000, 3.9000,
- 0. 5000, 27.0000, 35.0020, 35.0050, DIR.X
.1950,
.5900,
.4200, 1.7000,
.3500,
.54 67,
.3079,
.1700, DIR.Y
.4100,
.6080,
.1600,
.1600,
.1600,
.1600,
.1600,
.1600, DIR=Z
.1653,
. 5000,
.4600,
.94 00, 1.1250,
.2 700,
.2500,
.2500,
.7700,
- 1. 8500, 3.0000, 5.0000, 7.3000, 10.7000, 16.6000, 4.8000, 13.5000, 35.0000, 35.0030, 35.0060, 35.0090, 35.0120,
.6000, 1.2000, 2.4 000, 6.9000, 18.0000, 35.0000, 35.0030,
.1800,
.. 2286,
.6500,
. 0800, t T SRELL EL.
.2965,
.5900,
.5000, 1.7000,
.3500,
.7600,
.2470,
.4800,
.6080,
.1600,
.1600,
.1600,
.1600,
.1600,
.2010,
.5500,
.3900,
.9400, 1.1250,
.2500,
.2500, INT STR EL 371
.1480,
.2700,
.2579,
.2600,
.3600, TIlTE-OMB 2M TO 52',
RSNAME-IN TOBE, TYP=3, POI-26, DIR-X
.0800,
.7000,
.2405, 1.1000,
.2800, 2.0500,
.2448, 4.0000,
.3600, 5.4000,
.400w),
. 91 O0, 1.2001),
3.0001),
4.40001,
.0800,
.2200,
.2800,
.1975,
.2600,
.5000, 1.0000, 1.9000, 3.8000, 5.0000,
DCP# 96-2843-2, SUIP. 0 page )U{.. of DCN# 9704761 page '13(& of 151 CALCULATION SHEET PROJECT STP-SGR JOB NO 23438100 CJECT FEEDWATER "FW' SYSTEM - SG lB TO M7 CALC NO RC5035-P-200 R0 ORIGINATOR PANI DATE SHEET NO I
SHEET REV
_I ACE ACE EQA ACE ACE ACE ACB ACE ACE ACS 6.100i0,
- 9. 00040,
- 24. 0000,
- 35. ODO'),
- 1. 0001),
4.4000, 7.9000,
- 13. 000i),
21.00010,
- 27. 000i,
- 35. 0012),
35.0040, 35.0070,
.4001),
.700:),
1.2001),
3.050:),
4.2000,
- 5. 0001),
- 7. 020:1,
- 10. 000(1, 20.000:),
.SOO,
- 1. 900o, 4.050(1, 5.s0001, 8.300(1, 11.000(1, 24.000(l, 1.000(l, 5.600(1, 20.000o1,
- 40. 0010,
- 40. 004(',
40.007(',
- 40. 010(1,
.6400,
.5400,
.1100,
.0900,
.0900,
.2500,
.1875,
.1300,
.1600,
.1100,
.0750,
. 0750,
.0750,
. 0800,
.1283,
.2800,
.1757,
.2300,
.3800,
.5080,
.3750,
.1100,
.1600,
.5673,
.4000, 1.5000, 1.9200,
.4700,
.1900,
.1650,
.4250,
.2400,
.1000,
.1000,
.1000,
.1000, 7.8000, 11.0000, 25.0000, 35.0010, 2.6000, 5.3000, 9.9000, 16.0000, 22.0000, 33.0000, 35.0020, 35.0050, 35.0080,
. 5000,
.9100, 1.9000, 3.3000, 4.4000, 5.4000, 7.7000, 12.0000, 35.0000,
- 1. 1000, 3.0000, 4.8000, 6.1000, 9.0000,
- 15. 0000, 40.0000, 2.6000, 9.1000, 35.0000, 40.0020, 40.0050, 40.0080, 40.0110,
.6400,
.2200,
.0976,
. 0900, DIR=Y
.2125,
.2500,
.1730,
.1300,
.1170,
.0750,
.0750,
.0750,
.0750, DIR.Z
.0800,
.2200,
.2800,
.1641,
.2587,
.4200,
.2500,
.1600,
.1200, 7.9000, 16.0000, 26.5000, 4.0000, S.8000, 12.0000, 16.5000, 25.5000, 35.0000, 35.0030, 35.0060,
.5400,
.1100,
. 0900,
.2450,
.2450,
.1383,
.1600,
.1170,
.0750,
.0750,
.0750,
.6000, 1.1000, 2.4000, 3.4000, 4.9000, 5.5000, 8.1000, 25.0000, TITLE. SSE 3 tD TO 52',
P.SA MEwINTSSE, TYP-3, P01m20, DIR.X
. 1010,
.2700,
.2235,
.1687,
.3579,
.5080,
.3750,
.1350, INf STR EL 37'
.5800,
.3979, 1.5000, 1.9200,
.4700,
.1900,
.5800,
.3957,
.4280, 1.3900, 1.3600,
.2281,
.1800, DIR=Y 1.8500, 4.0000, 5.0000, 7.1000, 10.0500, 17.0000,
.3750,
.3400,
.1108,
.1000,
.1000,
.1000,
.1000, DIR.Z
.5800, 4.5000, 12.0000, 40.0000, 40.0030, 40.0060, 40.0090,
.4250,
.2400,
.1 000,
.1000,
.1000,
.1000,
. soot',
.1600, 1.1000, 1.8000,
.5800,
DCP# 96-2843-2, SU P. O page &V of DCN#9704761 page-S-1--of 151 CALCULATION SHEET PROJECT STP-SGR
~JOB NO 23438100 JECT FEEDWATER NFW' SYSTEM -
SG 1B TO M7 CALC NO RC5035-P-200 R0 ORIGINATOR PANI DATE SHEET NO SHEET REV 4.0001),
- 8. 0000),
30.0000),
40.0021),
40.00517, 40.008SI,
.7700, 1.2300,
. 2600,
.2600,
.2600,
.2600, 5.1000, 14.0000, 40.0000, 40.0030, 40.0060, 40.0090, 1.0500, 1.2300,
.2600,
.2600,
.2600,
.2600, 6.9000, 20.0000, 40.0010,
- 40. 0040, 40.0070, 1.0500,
.3500,
.2600,
.2600,
.2600, EOA ACE ACE ACE ACE ACE ACE ACE EQA ACE ACE ACE ACE TITLE-OBE 2tD INT STRUC EL.
.4100, 2.0000,
- 9. 8000, 23.5000, 36.000(1,
.900(l,
- 5. 000o,
- 11. 000(1, 20.500(l, 35.0000,
.410(,
2.000c,
- 9. 800t, 13.500SC,
- 36. OOOC,
. 1900,
.4000, 1.1000,
. 8000,
. 1900,
.0800,
.2800,
.1980,
.2300,
.0850,
.1900,
.4000, 1.1000,
.8000,
. 1900,
. 5000, 3.4000, 10.1000, 15.0000, 50.0000, 2.6000, 8.0000, 14.5000, 22.0000, 60.0000,
. SOOO, 3.4000, 10.1000, 15.0000,
- 50. 0000, 83',
RSNAME-IS830B, TYP=3, POI'24, DIR=X
.1900, 1.1000,
.2800, 5.7000,
.9000, 12.0000,
.3500, 25.0000,
.1900, DIR= Y
.2200, 3.4000,
.2000, 10.4000,
.1980, 15.0000,
.1900, 28.0000,
.4000, 1.1000,
. 9000,
.3500,
.2800,
.1650,
.2300,
.1900,
.4000, 1.1000,
. 9000,
.3500, INT STRUCT EL.
.0850, DIR=Z
. 1900,
.2800,
. 9000,
.3500,
.1900, 1.1000, 5.7000, 12.0000,
- 25. 0000, TITLE= SSE 34 D 83',
RSNAME.IS83SS, TYPx3, P0O=15,
- -R**
- ***** *F*A* ***
- N DIGITIZED DATA AVAILABLE RE!LD FROM CRAPW ******
ACE ACE
.420G, 2.0000, 7.0000, 14.0000, 26.0000,
- 1. 0000, 5.0000, 13.0000,
.3000,
.7000, 2.0500, 1.6000,
.4200,
.1750,
.4750,
.3400,
.8000, 3.0200, 10.0000, 18.0000, 31.0000, 2.0000, 8.0000, 21.0000, DIR-X
.5000,
.5000, 2.0500,
.8800,
.3300, DIR-Y
.4000,
.3800,
.3400,
- 1. 0500, 4.1000,
- 12. 0000, 21.0000,
- 40. 0000, 3.3000, 12.0000,
- 22. 0000,
.7000, 1.2000, 1.6000,
.6600,
.3300,
.4750,
.3000,
.2900,
DCP# 96-2843-2, SUPP. 0 page&Z[.of DCNff 9704761 pagc 3L8 cf 1-51 CALCULATION SHEET PROJECT STP-SGR JOB NO 23438100 JECT FEEDWATER "I-W" SYST
- SG 1B TO M7 CALC NO RC5035-P-200 RO ORIGINATOR PAN DATE SHEET NO SHEET REV ACE EoA ACE ACE ACE ACE ACE ACE 27.000),
45.000),
.420,),
2.000),
7.0007),
- 14. 000.),
- 26. 000j),
- 1. 00010,
- 4. 0000,
- 8. 00001,
- 30. 0000,
- 0. 7001),
3.50001,
- 8. 500o,
- 18. 0000,
- 40. 0000,
- 1. 000o, 4.00001,
- 8. 000o, 20.0000,
- 1. 000,
- 4. OOOC,
- 8. 000C,
- 30. OOOC,
- 0. 700C,
- 3. 500C,
- 9. 000C, 20.0000, 1.0000,
- 4. 0000,
.3000,
.7000, 2.0500, 1.6000,
.4200,
.2500,
- 7500,
.8000,
.3500,
.0600,
.3100,
.3800,
.2000,
.1000,
.2500,
.7500, 1.0000,
.3000,
.5000, 1.5000,
.2900, 38.0000,
.1400, 50.0000,
.8000, 3.0200, 10.0000, 18.0000, 31.0000, 2.0000, 5.0000, 10.0000,
- 40. 0000, 1.0000, 5.0000, 10.0000, 20.0000, 2.0000,
- 5. 0000, 10.0000, 30.0000,
.4000, 4.0500,
.5100,
.3500, DIR=Y
.1000,
.3100,
- 6800,
.1800, DIR-Z
.4000, 3.2000,
.5000,
.2500, 3.0000, 7.0000, 20.0000, 2.0000, 7.0000, 17.0000, 30.0000, 3.5000, 7.0000, 11.0000, 40.0000,
.1400, 40.0000,
.1400, 60.0000, DIR=Z
.5000, 2.0500,
.5000, 4.2000, 2.0500, 12.0000,
.8800, 21.0000,
.3300, 40.0000, TITLE-OBE 2W 91.38, RS1AME=SGROBE, TY7P3,POI-15, DXR-X
.2400,
.21400,
.7000, 1.2000, 1.6000,
.6600,
.3300, SGR SPECT EL.
.2500, 4.0500,
.4000,
.2000,
.3600,
- 6800,
.1200,
.2500, 3.2000,
.3000,
.2500, SGR SPECT EL.
.5000, 6.4000,
.8000,
.3600,
- 6400,
.4000,
.2000,
.5000, 4.8000, ACE EQA ACE ACE ACE ACE ACE ACE ACE TITLE-SSE 3W 91.38, RSMNAME-SGRSSE, TYP,3, P01.42, DIR-X
.7000, 3.0000, 6.4000, 7.0000, 2.0000, 5.0000, 1.6000, 10.0000, 1.0200, 20.0000,
.7000, 40.0000,
.7000, DITR=Y
.1200, 1.0000,
.1800, 2.0000,
.5000, 5.0000,
.5000, 8.0000, 1.1000, 17.0000, 1.1000, 18.0000,
.3600, 30.0000,
.2400, 40.0000, DIR=Z
.5000, 2.0000,
.8000, 3.5000, 1.5000, 5.0000, 4.8000, 7.0000,
DCP 96-2843-Z S'1lP.0 page y'Zof9 DCN# 9704761 pa' _l of I 5.1 CALCULATION SHEET PROJECT STP-SGR JOB NO 23438100 JECT FEnDWATE "FW SYSTEM - SG lB TO M7 CALC NO RC5035-P-200 1R ORIGINATOR PANI DATE SHEET NO SHEET REV S. 000 x, 20.0007, 2.0000, 10.0000,
.6000, 30.0000,
.1000,
. 6000, 11.0000,
- 40. 0000,
.6000,
. 5000, EOA
- * *ADD MFWB-.'C. PRN
***********************************,&***********************
aMB
- B
- **0.B CMB CM3 01B a~m CUm aMB S c0m aMB ads 0.B aMB a~m am0 C03 013 0.2 aMB CMB amd OM aMB aMB am0 amB CMB aMB a~m aMB aM RrIS COMO. *Th.rHZm, J1 -mWLTI &JT~J2 &CO, J2 - WTJ #WFTJ2 #CO, C1 = THM1 & THPM2 & THR3 &THRM4
&CO, C2 -TIM I f#
THR W2 #TH7 f3THR
- CO, C3=WTI+Cl, C4 msTl +C2, DI=Cl&7THRH7, D2=C2#7WRff7, D3i=WT1+D1, D4-WTI+D2, SEXSAl=1.*M~l SEISA2=1. *h~RS2, DRA -ABS (THP.N'8),
THRP=Dl&THP.M5&TKRfrI6, THP"-D2#THRMS#TRR146, D5=WT1+THRMP+ CO.
D6-PPTl+THMMN+C0, NORM~P=C3&C1 &C0, N0RMN-C4 #C2#C0, C5=SBISAl $SAMf2, Al-D3WW'I&CO, A2-D4#WI~r#CO, UPSETP -Al.CS, UPSETNA2 -CS, C6=SEISA2$SAM2, A3 -D5+DBA, A4..DS4C6, FAULTP=-A3&C0&A4, A5',D6-DBA, AG=DC-C6, FAULTN=-A5#C0#A6, LIS T-WTI 1.TR MI + THRt12 + THN3+
THRM4+7THRM5+Tli1PM6+TBR1M7+DRA+
SEISA1+SElSA2+SMf~1+SAM2, LXSTwN0RMP+NORbIN+UPSETP+
EUPSET7-+ FA ULTP+FA ULT7N, LlST=THRMP+THRMNW+FAULTP+
RLS STD
DCP# 96-2843-2, SUPP. 0 page JV3 of DCN# 9704761 page b of 15/
CALCULATION SHEET PROJECT STP-SGR JOB NO 23438100 BJECT FBEDWATER "FW' SYSTEM -
SG lB TO M7 CAULC NO RC5035-P-200 Ri ORIGINATOR PANX DATE SHEET NO SHEET REV FAUL7Th+D5+D6, SLA INCLUDE.WT1, TEA INCLUDE=TIRM+T77MM2+TRRM3+
THRM4+TIIZM5+THRr(6+THRM7+SAMl
+WT1, OLA INCLUDEzWTl+SEISAl,LEVEL=B, OLA INCLUDE-WT1+SEISA2,LEVEL-D, PBA XrCLUDE=WTl+TRRIl+THRM2+
THRM3+T7RM4+THRM5+T7iRM6+
TRRM7+SAMl+SEISAl, FPB-0. 8, END
INPUT CARD IMAGES 21OI/4 GAEU/54
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XUs LDCASS-l [7(H.?..).
20I RU LDCAS2-SHTNRM2 (1.7),
22 RUN LDCASS-HTRH617,3.7 23 2 RUN LDCASE-TIMY1IN 24 25 W T7I NORMAL OPERATISG WRIGHT ANALYSIS 217 3RHZ ---
THERMAL NORMAL OPERATING MODE 5 440 DEGREE 2s TRHE
--- THERMAL NORMAL OPERATING MODI
- 330 DIORIE 2
7 TRRS -
T A..
TRI KAL NORMAL OPFRATING NODX 210 DEGORE 30 S11R1 --.
WATIN SAMMIE ANALSEIS 31 32 33
.e 34 CAD. ISO. 2C23PN423 EST. 011EXV. 4.
3' UNIT-1 LOOP r MAIN P21DWATER 36 SOR1 NOZZLS hArTRIAL SAS09 CL. 3A SC-21.5 RSll 83-22.5 XSI
.s 37 HATL: SA-sol aR. 2 CL. 2 6OR STRAICHT SPOOL OU ZZCRBTL PIPE a NOZZLE
-J 40 HATL: SA-335 ax.r2z CL. a1S SCH.S0 PIPE UP 5O
SO/ 18 SCH. s0 42 42
- AV 002 53.711 44 001#002.NC2 AlE NODES ON £CR CLSGR SURFACEI FH N:02 ND R2SPSCTIVBLr 4
47 001 7.2674 4.0384 43 OD-1SS.42.TNI-4.71.
41 M
IRP-4.70
- A TAG NOT USED CARD IGNORED T1O MP-210,EEP.1.4e c
1t143 4
- 3 20 T.MP.120,EZP-0.312, T
AG O
OT UVSD -
CARD IGNORED S1 TNMP-SE6)
TE-4.41,O
- S TAO NOT VUSD -
CARD IGHORED 14 TP-400*XrP-2.774 or 51 orTET?.33O X14.1.
- r TMRH_
I )
INPUT CARD IMAGES 0
(MV0707) 0E/17/9I BP0707 PAGE 2
I' 77 7
TO 72 42 7
101 70 71 72 12 107 14 t0 17 2 112 1112 17, 115 116 31 I.:
P11 132 114 2100 101 MR1014N4 CARU/SO RXP-.0.2906.9RK9-.17 TZM1.7O.RKI.0.,
735H-70..RXP.o.,
SC.22S00,SR.22300, 3.27.13'..
7LA/BT-1.0 DFIRES.1.0,PPRESS-1.0.
CODR.SC3X75.CLASS-2.
- 0
- 0 LINZ N0.
1w-1014-OA2 ARC 001 -0.037 1.571 ARC 001
.3 ER
- E DTZLR.ClkTlk JS.
DX.l29, DY. 0170.DI. 2514.X DX..3CDYT.0512.DZ-.4058.
IUAS2.2G.
ROS-X.-O 3C-3 ROS.Y. 0C30Y.3,
- N PoT.2-0.0:2t-S.
RT2-IR1223S8001S.
TAO NO USED -
CARD IGNORED
?Aa NOT US1D -
CARD IGYORRD TAG NOT USED -
CARD 10OR3D Uin TURM2 1tN33 71RM6 SSYR1 TAO NOT USD
- CARD IOXORRD 7;3 g90 UZD *- ;..
A3UM3su TAG JOT USED -
CARD IGORED TAG NOT USED
- CARD IGNORED TAG NOT USED - CARD IGNORED E
T C.I I
NTI WTI TNRN2 TYRH3 7TRM1 T231 SRRH32 TUIMI TURK6 TMl1 S102 TNHE3 TUON6 T21Z1 DROD rN LSRR XtOUSR DVU TO S0 RZPLACRRXZT/rlXW TV SO2M3 LOCATION 002003 -0.3440
- 0.1 07 OD.2C.0,TNICX.4.75, LSS/VT-1174.5.
03A -0.500
-0.32 48 302 -0.4410 302 0.8746.'
004-1-11.551 DLD 005-1.3 00-20.
8.TICK-i.75 LSB/1T-439.3.
-0.2489 12y-1.502.
DSISLX.-7 ROZZLI.
0.48
- 4 7TYR ll-NULTXI-..-. 1.0C00
.O1NT-91MILD, OD-1.C.0TRICR..943, LBS/T1-2 10.6, DPRBSB-1350. PPRSS-1340. 11.540 L
JOIST-STWILD.
NAT7-A332 01.123 BC-.1000,8 -17817.
3.30.014.
TSIM-57.IRXP-4.3#64.
71KP-440,IXP3.10.
TIM1.2150.
-1.4 5, TR.1302.RIP-c0.373.
TEMPN-83.11-P4.634.
TINP-400,XXV-2.072, T34.290,RX.P-2.710, YXP--0.2992RSY9-32, 5311-70S31Y-0..
715H.70.,XP.o.,
810-3.
KAT-SA333 CXC IC-R.SI2l SC-1000D.8-1S000.
X-27.934.
OD-16.0.T2IC1-.043, Los/rT-210.66, 7S31-567.SXP-4.2760.
.A
- r*0
- 1
.7
-A.
TAO NOT US0D -
CARD IGNORED T3RN2 TURN I TAO NOT USRD -
CARD IGNORED TAG NOT US1
- CARD I0NOR3D THCN$
TAO NOT USED -
CARD 0GNORED TAO NOT 03RD
- CARD IGORED TAO N0O 0SED -
CARD I23R03D TAO YOT 0S3D -
CARD I0NORED
-J
-J L0 Co 1-Ga7 0-9/t
4) 40 0
INPUT CARD 2NA0SS 17 120 321 122 323 224 125 124 127 128 129 1a0 131 12 132 134 135 13I 137 138 1239 140 141 142 143 144 145 140 147 14a 149 1S0 151 125 125 s54 155 134 157 is$
125 160 141 142 142 2it 145 143 147 1o 1is 170 171 172 173 174 17S 171 177 RAD DLD DLD
- R&D R
AD RAD R&D 007 0.9272 007 003 000 1-10.35 1.0 -
a -0.76,
-0.3 44
- I' 0.311,
.1.0 01o CRANGID TO SR ILBOO 010
-1.2 e
.3.
011
- 2.10.0 011 -1.0000 m3ll/x4 GAZU/54 TRUP-440.39l-3.048 T11P.250.M1.1.40.
TINl-120.31-0.202, T3NP-113.Z3X-4.433.
TIMP-401.3X1.2.774.
STRN8.230.311..412.
M3.-0.2900.T21H832, 7vmP.70,3X11O..
71x1.70.,XP.3..
AA.100?12.3T7-HLS014.
I3NANB.180305.
srox. 4O.N.LTS-1.
ADDWT.50.
sTFO., INULTS--L, 2TI.MLSO13, S'
JOIT 83TWILD.
AD1WS.9 02.
AA.1040331.TI.HLS0l4.
ISMAXN3.238 03.
A&.1478 l32 TI LSO14.
1S3A31.2s35 09 IS3AN10.150236 DTI-PLATPRN, S33-2, 800.2, U L.1230.
COS9Z-0.7200° cosrs.0.0oe,.
Cosy8.10.445, U1L.2$40.
COSPX.O.7230, CO sF.O. 0000 CS031.-G.685.
ADOUT-1123, AA.32011, ST7.2LS013.
RSXANZ.1XTOB.
R3NA83.IrTSS3*
'C
.I
.3 T3R12 TAO NOT 0S3D -
CARD SCXORXD SAO tXOS 0330. CaRD 1030RXD SAC NOT USED -
CARD SONORSO TAo NOT 0S3D -
CARD 0NORED TAO :OS 033D -
CAND 1SO030D TAo FOT CS9D -
CAID 100DOS TAO 3O0 VSD -
CARD 10OR1D 1310707) 01/17/00 3p0707 PAGS 9
I3!
0 0
1" 011 -0.4013
-0.7100 11A 012 013 014 7.5 4.5 2S135 10-5/14
- T
.2
- 2
'3
'3
'3
.3
-T.
- T, TAG NOT DS3D -
CARD IGNORED TAG OT 039D CARD 20NORS3 TAG SOST 033 CARD 1030139 TAO NOT US3D -CAXD IGNO0ED TAO NOT U0S3. CARD 03NOXD TAO OT U39D. CARD IGNO3D TAG SOT VS3D - CARD 3GNORED TAG NOT 011D
- CARD SONOR1D TAG NDO USD -
CARD I0NORED TAG 7OT VS3D -CARD SONORC0 TAG NOT VOID -
CARD I0NOX3D TAO NOT VOID -
CARD l0OR1D TAO MO 033D -
CARD 0OOR1O TAG HOT USD - CARD I0NORED TAO NOT 033D -
CARD 0GNOR0D TAG NOT VSSD -
CARD 10ORED 014 -0.741 014 -.5402
-0.2233
%Cl 7
'0
-0 1I 1
a2
-0.84 15 AA.-48413,3TZ-RLSO13, RSNANX.SNT09X, 015
-1.7-13/1C DS2.-CvT LOCN.7010NT-BTNLD, DLD 015 1.0
-TOR-O.1t0T--i.
015 7-1/2 170117-RD,
. SD 0.
3 LSNR AROVTI DVX TO S0 RX3LCIM3RT/333 FR NOZZLE LOCATIO1 01o 71/2 JVOlX.BTXSLD.
00-121THICX-.027.
LB3/VT.2$4.22.
I )
INPUT CARD THN011 178 179 Ito III lso 184 1l3 184 107 18 Ise 130 191 152 103 184 195 its 197 155 201 202 203 205 2 0 207 2of 205S 210 211 212 213 214 215 214 217 21s 21P 220 221 222 223 224 225 225 227 228 229 230 231 2 22 2234 235 227 2238 020 021 022 2 5
-0.- 0
-4.o -
05.32.73331 027.0-2..5271 3.45I83 0-2.102 9 Own 027 -. 5900 40 PZl10/NO GAZ/54 JSt?.I~
ADDRS,2.70 81 F.I.0 AOD3T-5.,
ADDO 1 0
2r.l..et. ' !
cosix.a.e, VPL-217P0 COStS.0.2415.
DT1TL3-TN5014KLSO12.
aDDItS.3 51 311.2.1, AA-752.52).
R8UANI-237033, EEWN.1.T0.
1 ADD IOO AVVES-25.
DTITLSI..513173OA2.
DTITLE.FNOOX4SM000I.
ADDWT748.
105C3.172.. Ah.1..
TOR.
7.NULTZ.-1, DTITLE 7-fM LS705 8S30X3T2.
AA;.11.0.000.,
RO1T.@.2.
COXYZo.7o520 COBFZ4.7.5420, coZiT-0.:220, Co08t-0.7120.
ADD75.105, ro0C5S9157..AA-1..
0o0 06..216 035 2.44352 040.0-1.2454 0-.4.*50 0 -1. 74 0 0.5.80107
- 0
.8
.5
.5
.2
.3
.3 IRP0707) 06/27/53P10707 PAOS
- .,SpD 040 SR 04 0 VLD 040 -0.8145
2.0 1.0 TAG NOT USED -
CARD 2INORED TAO NOT USED -
CARD IGNORED TAO NOT US8D -
CARD IG0OR0D TA0 NOT VS5D -
CARD 28NO01D TAG NOT U5ED -
CARD 20NO3BD TAO NOT VJXD CARD 20GNORD TAO NOT USE1 D CARD 10NORED TAO NOT 0530 CARD 203015D TAO 307 V0810 -
CARD 1030110 TAO POT VOID CARD I0NORED TAO NOT US10 CARD IGNORE0 TAO NOT USE0D CARD I030RE0 TAO NOT US3D -
CARD 10N01ED TAO NOT VS3D CARD IGN01ED TAO NOT USED CARD IGNORED TAO NOT USED -
CARD INORED TAO NOT US3D CARD 2030R1D TAG POT VSXD -CARD lIGNORED TAO NOT U8ED -
CARD 20NORED TAO NOT 0SD -
CARD 0IGORED NT1 E
5 9j
}R
. l 0
-0.5801 -
I.532065 853 042 1.0 13 3.4024 2.42314 2.15123 L
%0 0%
-a
- --S0 12 SIR 13 045-3.0205 1.0
INPUT CARD INACOS 240 050 241 242 2I4 s 035 eso 1.6 24S.
2.4 247 240 OSS 613 243 2S0 251 135 OSS 0.2J30 252 261 254 255 DLD 055 255 080 257 2258
- 65 0-2 257 268 070 10 251 0
eo-3-10 272 273 264 268 265 SB 85 OS 0
27006 277 A
0875 2-272 273 274 2.11 277 O
VAD e5s 270 274 280 090 0l-261 282 035 262 284 235:
236
- S0D 085 257 S7R 6)5 288 D LD 035 230 231 292 2 3C.0-180 234 lAb 75B 1.8 238 100 253 4,
0 4-7-3/8 0-11-3/I
-O.
so40
'4 1.0000 k2l0l/34 GA3U/54 JOINT-21WRLD.
VDlTlJ~-PV014XS50D, LADDRS.5163.
SIGS2.1.
AA.6113.5R01 DTITL3-1W20143LS002.
830337.2.
ADDWT-370.
_- 11. 1. 0_03 RSDANI.13?SSN SPOR.
SXCS.
JOSRT-I.SILD, V1?iRT8l53&VZ#24S.
9013T-2ST3LD,1I1-1.8.
DT01LR3F13014NL5003 ADDOT.730.
1F.-2.1.
AA.1402303.
13A8X3.131S23.
DTlTL3.130014HLS006, AA-133S303, RSBkxK.SaTO9R, TPOX-,
S.84LT1--1.
DTlSLS-SLSIVR574 3.
ENGNNT.2, L
JOINT.STWILD.
D0713.PY10149H0 004 SCXXTS3.2 ADOWT-52.
rDRCl-C756..AA.1.,
TSOI-4,NUL0.-1, DTITLE-Y810143LS004.
S11-2.1, ADDVT.60
.8
.T7
.3I
'S, TAO NO USSD -
CARD 2030130 TAG NOT USED -
CARD Z0OR13
.AZ NQT uiii
- ^."
Au"V^I TAC OT USRD CARD XCNORRD TAG 30 013v -
CARD IZNOOZD TAO MO0 USRD -
CARD 50aCRRD TAO NOD VCRD -
CARD IGNORED TAG NOT USED CARD I0NORED WT1 TAG NOT 8SED CARD S0OXR3D TAO SOT 0S1D -
CARD l0NORRD 3HP07071 0S/17/58 XP0707 P1C0 9
v E~
s
/4 8-10-1/2 1.0 1.0 E:
'0
-In I G
-1.0 0 1/2 SUP3R STIPP CLAMP AA.052.8* 30 RS3AM3.S1TO053 5-11 L
JOIST.RSHTLD.
INPUT CARD IMAOIS M2101/R4 OAZUIS4 0
(1P07072 04/17/90 3P0707 PAGS 300 301 302 303 304 205 30es 3 Of 307 3OD 309 320 311 312 313 314 315 316 317 315 319 3230 321 322 325 3236 327 32..
- RAD
-0.06168 110.0.23854 0.2352 110
- 0. 005251
- 0.036149 PTlTLI.?RCO14ILSO12, ADDET.470.
AA-IsS4203.
IRANXU-IRTORS, ISXAMSIRITSSS,
- T 2103-2,MVLTI--2.
$11-1.9.DTITLI.PSR 14-7.
.0 CORCI.0.CGSCZ.1.C.
AA-S.436.A3.6 416.AC.6.434.
ARA.7.4116,ARN-7.4539, ARC.7.4E63, DX-.026IVT-0.0C34,DZ-.035I,.1 DX..C4I2,VT.0.00S8,bZ-.0602.-T PKARS -COST, RssRai6ECMT022R, RISRAXS.C3765, TAO AOS DSZD -
CARD XOSRDID TAC ROT USED -
CARD IGNORID WTI THRM2 THIM3 T2H31 TlKKl TAO ROT USED -
CARD IGNORED TAO ROT USZD - CARD IGNORED TAG NOT USED -
CARD IOPORRD TAG NOT DSRD -
CARD ICNORID TAU ROT USED -
CARD S0OR7D TAG NOT USED -
CARD IGNORED a....
CHO CO.6.*TISR2j..
CR3 SEIS.1.0ITIM1 cm, C1.Txzm2&TRlM3&T31144 0.
%0 CI.'
CNN cm%
CHS CMI CR3 CHO 043
&L6 IC*.
C.3214 Cl.
C4-WTI#C2.
CS-C2.7INE1.
Ct.C4-TIMB1.
FADLTY-CO&CS.
FAULT11-CO MCS.
FAULTS.
TV1 LIST.ROMI.
- 1A INCLUDS-WTZ.
OIA IKCLVOS.RT1.5315T. LZVXL-D, END Current X3101 dock contains I ADD FILES FROH TO 3 la 3X355 5115 NMAE C......... TI3............
I I INPUT CARD IWACIS MXEOII4 CABU/64 Ill)a 5 310?
C^ARD IMHA C ES 0
I 4904159) 06/11/98 304409 PAGE 5RPUT CARD SEO 1
2 3
4 5
- s S
9 10 11 12 13 14 25 16 i7is 20 21 3
24 25 3'
27 21 29 20 31 32 32 34 25 3'
37 3,
40 412 42 423 44 45 47
'4 4,9 so 5 1 52 52 54 Ss 1
- 1.
21 31 41 11 I
i 71
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4
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DASA *lLt FOR UNIS-1 0...........
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INPUT FILE FOR CALC RtITSION DUE TO SSX RRPLACSMBRT
CTL RED TITLN.FSDCWATSR *FwN SYSTEM 30 IS TO 147, NROJXO-33436001.
PXOSBNO-3lsleSR535, OSR0.PABS, DNITS.2.
RUN
&.CASS.WTIl91I.
RUN LDCASE-THRMIXIN..A RUN LDCAS3-WTJT112.RO).
RUN LDCAN.NVTJ3 3.R#N).
WTI NORMAL OPERATINO WuIONT ANALTSIS WTJ1
--- STATIC JSST 2PINONMSRT ANALYSIS.W/O DL? & 3/O JSH ACTIVE.
T WTJ2
TERMI --- THERMAL NORMAL OPERATING MODS (UNAT-UP.COLD DOWN1
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INACTIVATE SPRIGS0.
ADD10S. LU/FT CAD.
IS.
2069PFR433 SRT.
01 REV.
4 UNIT-I LOOP J k&Z1 rEtDNATER 5OR NOZZLE MATERIAL SASOI CL.
3A JC-22.5 X11l SN.22.5 EST
- KATL, BA-500S GR. 2 CL. 2 FOR STRAZOGT SPOOL OF ARCMTSL PISP
.26 SCHN.0 tIPS UP TO & INCLUDING TOP 3LE OF RISER MATLi SA-373 OR.$ AFTER TOP XLB OF IlSER A RSSTS 16 JCR. S0/ lS. BCH. SO SAP 002 02.719 OOla00s2.02 ARE NODES ON JCR CLSOSR sURFACEI VW SOX END RESPECTIVSLY LOAD CASE l) 0 t1J PI 002 0 02 7.2674 4.4284
-13 I-I0AnPI D0-109.42 T1.4.71.
!EMP.567.E22.4.2766
?EMP.44@.l1p.3.048 TIMP.2e50.EX-1.40.
TIMP.120.SXP.@.382.
TIMP-S6,BXP-4.433, JtMP.4 e l, XP-2 *774.
EZP..0.2908.YXMP.32.
TEMP.7,BXPE.0..
TENP.70.,-3P.@..
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- 1
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CARD 1030R1D TAO NOT USED -
CARD IGNORED TAO NOT USED. CARD IGNORED
( )
0 INPUT CARD INACIS S'
67 S.
57
£9 60 61 72 63 64 61 16 67 Ga 61 70 7 1 72 73 74 75 76 7 7 78 7,
10 61 62 33 3 4 aS a6 6 7 SI 610 10 12 93 104 1S 19 100 101 102 101 104 105 106 16 7 log 110 112 113 114 110 116 mz101/N4 GAzu/54 X-27.616.
cOD31c23N7s.CLAIS-2.
13044s5) 06/11,13 304661 PAOR
- 1 WTI 2
ANC ANC LIRZ NO. 13-1014-GA2 001 -0.637 1.f71 o0I
-1.956 R3NAMN-E zOE asN[AME.80ais0E
- T DTITLN.CSNISZ SO.G AOT-Y.-0.6202-3.
xoPT.z.6.42.3 WTI 1r331 WTJZ NTJ2
?AO NOT US3D
- CARD IGNORED TAO NOT USED -
CARD I0GORED TAO NOT USED - CARD IGNORED TAO MOT U6S3D -
CARD SJORID J.U NW ubmu -
VAKV IGOORYD NSH1 SYRH1 JSJ1 3132 CTI TSRHI WSTJI NT2 TIl TERIi 3.71 313T2 IC Ib 3*
3 235G VW LIVE R20OUS3 DOE TO se ARPLACINI4T/NEW YU NOZZLE LOCATIOn a
02003 -0.3440
-0.1907 01A -0.560 303 -0.4430 PLD 302 0.8746 004-1-11. 51S 00O.1.
-0. 3248
-0.14 63 0.4 34 I. 0 00 I1.64 0 00.2 6.0.TIICX-4.75.
133/7T. 1176.5.
OD.20.0.TUICE-1.75.
S11-1.503.
OD.14.0.TXICK-.643.
134/YT.2 10.44.
DTITLE.1N NOZZLE, 016383.1360. PINESS-1390.
?101. 11.NOULTI--.1 JOUIT.NTWXLD.
L OZNT.RTINLD.
KAT.S&336 61.1'22 SC-1190@.OR.17117, 3.10.636.
TENP.SG7.3XY.4.3664.
?EMP.440,SZ?.3.190.
TSMP.6035O.I-1.&S.
TIMP-120.SIP-0.376.
TIMP.6133.SIP-4.534, TIMP.401,NXF-2.672.
211.-0.3**2.T2NP.32, 13111.70, 319-0..
TIIIP-70-.3Z3...
830-.2 HA?.5A333 03.6 (C-MN-6I)
SC-ISO00
LIR4/YT.210.46, TXNt.567,2E?-4.2766.
T3111.440,35?-3.040, TEMV.250.3X1-1.40.
T331.120.311.0.382.
TX3OP.013.NXX-4.433.
TEMP.408,XXP.2.774,
- 1
.3I
.4
.5.
- 7 WTI WT1 WT1 TRRH1 TAC ROT USED -
CARD IGNORED TAO NOT USED CARD 0GORRD TAC NOT USED CARD IGJORD2 TAO NOT USRD -
CARD S0ORID TAO NOT USED -
CARD IONORID TAo NOT USED CARD 503OR3D TAO NOT USED -
CARD IONORED TAO NOT USSD CARD I0ORID WTI TNIH1 TAO NOT USED
- CARD IGNORED TAO NOT USED -
CARD IGNORED TAO NOT USED -
CARD IGNORED TAO NOT USED -
CARD IGNORED TAO NOT USSD -
CARD IGNOR2D
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)
2 INtUT CARD 13A0S1 117 11s 219 120 RAD 007 0.9272 121 122 12*
D 124 DLD Go 125 00 126 009 2-10.3S 127 122 SPD co0 229 130 DLD 009-0.9311 111 010 1.10.70 112 o1l 122 114 RAD 011.1.6000 115 12l 217 11 RAD 011 e0.t015 179 140 241 I
242 Z I1A 24 3 012 244 013 140 014 146 147 149 44' 1t0 151 112 152 114 245 I
1 094 157 153 159 RAD 014 -0.5402 160 111 162 161 010 164 D LD 011 140 016 o
r 166 END 0-.1 169 110 171 o02 172 272 021 274 175 022 176 177 02.
- 1. 0'
- 1. 0
.2.-10.1 7.05 4.
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..s1001 14101/34 GA3U/54 SJHR.70 *.11-.
-0.3744 71AA31997S31,i-,LSOI ESNANE.IS-SI3.
ESNANE2.X"T208..
7703. 10.OWLTI.-1.
0I37.OTUELD.SSG-2.
e-e.76 ADD0T.50.
T:.ELES013.
-0.3649 7To0.
9.NMUTX--1.
&DDWT.942, AA.104023AE15.NLS014 IESANU3.131305 rIINACE-?5013,
-0.78904IMBT132 AA.147823.iT l-LS014, ASRAME-188309, ISEPA4E-1S0120.
07T. LATPRX, 330.2.
830-2.
U71-12230.
COS1I-0.7290.
COSVT-0.0000.
COPSP--*.M.1 U1L.2460.
COSI-0.7290.
CORYT-0.0000.
Coss.0. 665, ADDWE-11T1.
-0.2212 AA-140f1,s37-16LS013, 3SEANE.-13032.
IS3AKIISYSSE.
-0.6415 AA.143Z1~.371.3L5013.
NSEANE.IXSSZE DTS.CUT LOCW.JOINTS.0TNLD, 7103.
0.HULTI.-1 Z00WT.RID.
D05 To c0 REPLCUMINT/IXT YU NOZZLE LOCATION
,70 SNT.STILD, OD.- SRSCK..317 35/r-264.22.
8x P.l
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NOT USED.
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- S ?AO NOT USED -
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- 2
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- 3
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03 0
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( I INPUT CAAD IKAOBS 0
278 279 13o 11 13t le 184 IS9 1s5 St7 200 1l8 013 1.31 129 132 1S4 INS 1 37 138 200 201 202i 302 3 04 205 20£ 207 206 200 210 211 212 223 214 215 216 217 21a 210 3220 221 222 223 224 225 232 327 220
- 220, 22 0 221 232 232 234 238 23£1 227 22 8 024 -3.73331 027 -0.2.95271 RAD 027 -.101 sun 027 -. 1801 C2O 4.8216 035 2.44342 040 8.1454
- .*SPD 040 SYR 040 1
pLD 040 O0.145 042 -2.71112 2.1698 0-2.2 028
-. 8148
- .8145 0-4.3864 0-2.7403 0-5.8 0107 H8101/v4 0AIU/64
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(3046350 06/11/98 304159 PAGE
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071?iE.2130143i5006.
830057-2.
CrL-5.000.
COe8X-0.5640, COSFT-0.23S0.
COlS-0.7920.
UCL-0.040, COSIx-0.1640.
CONYT-0.2350.
COSYS-0.7320 ADD?.T101 2.15123 1 S.
101c8 17..AA JOINT-JIlIBLD, OT17T.3-13M 0 14ILSgO 1.
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240 88(1 ass 0.:
241 U24 343 245 040 246 247 05 -5 24 8 2419 070 -2.
2351 2652 213 2S4 RA31.
0o0 258 SRI3 ago 257 2s8 2 60 261 RAD 083 282 263
&X S
2 3
264 265 OLD gss 1.1 266 064.2 267 087 2 6 260s 270 090.3-271 272 273 274 275 274 277 278 279 280 261 09S 282 263 284 28S
- -SPD 0os 286 SPR 0ss 267 DLD 0a5 2
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0o0 201 302 302 3 04 3 05 2 00 2 07 3 06 3 CS 205 310 312 313 314 315 316 317 315 311 321 3222 323 3 24 325 326 327 330 231 333 334 310 337 336 33 9 340 341 34 2 34 3 344a 345 34 6 347 34 1 349 350 3s1 352 3S2 354 35S 356 357 1s8 CAID 114AOS RAD 1CA DID 10A I 10S.I 110.
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I CALCULATION SHEET l
2 PROJECT STP-SGR JOB NO 23438001 SUECT FW-PIPn'V FRCH S.G. 1B -fQ ptJ*
IJ1 CALC NO RC5035-P-200 RO ORIGINATOR PANi DATE SHEET NO SHEET REV DCP# 96-2843-2, SUPP. 0 page//l of DCN# 9704761 Page.5 of /5 1
ATZACBMENT 2.0 PIPE SUPPORT LOADS This sheet (7
DESIGN/FAULTED LOAD FOR LOOP B:
-6O
)
WEIGZGP THMMAL/SEISMIC/SAM 61_
I-2-)
WATER HAMER C
9 2) 7ET C93- /&0 ZOCA C(dI -
/o PAGES I
2-2 )0 8Jo
_71aoiK 58 I
Load Case Names:
wrx
- Dead weight analysis WTJx Static Jet Impingement analysis THRMio
- Thermal expansion/anchor movement analysis.
TINEx
- Time history analysis SAMx
- Seismic anchor movement analysis SEISAX - Seismic inertia analysis DBA
- Design Basis Accident LOCA
- LOCA Analysis JMAX
- MAX.
OF JET XXPINGM1ENT JMIN
- MIN. OF JET IMPINGEMENT NORMP
- Nosmal Positive NORMR
- Normal Negative UPSETP - Upset Positive UPSETH - Upset Negative PAULTP - Faulted Positive FAULTW - Faulted Negative Support Types:
RAD RAR SPR/SPD SNB AMC Rigid translational restraint Rigid rotational restraint Spring banger Snubber Anchor (may be specified as RAD and RAR in translational and rotational directions).
each of the three Co-ordinates: North.
-X (Global)
Note: Spring settings are based on Normal operating (TMRM2) case and verified for topping or bottoming out due to movements from all other lo3d cases. Snubbers are set so that thermal movements are not restricted and reserve travel checked for max thermal movements.
0 DESMMFAULTED LOAD FOR LOOPS 31JPPORT DATA on TlEtAL FAULTED LOAD Dedon Load K4K PT.
WT.
PALLTED JET LOCA WATER T+T WT WT+TH E
LOAD HIAER LOCAQET WH a
Pn B Cam FW401444,12 Z7
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=
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_ _ AD NES
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-20716 41162 2-632 275
-5627
.2174 FW4-4-L401I IGA Z
PO-101 651 t776 1002 46 443 2 l
10072 144070 PAD NEO
.10450
.177m
.1902
.603
.14130
.79=
.17623 FW.O044tLOIS 007 PE 431 14254 1Q 2785 33126 4252 47S611 39 5 WA PAD NEO
.47aO
.142
.27665
.2126 42617 4e7906
O O
it
°l a
UPR NEC
- t45M o
-14532
-14532
.14532 NA FW-10144t6014 Oil PO P6 267 9m 650 21900 1s677t 36744 25871 20451 l
MA R
N 0
4e50
-27900
.lS8m
.2&56O 4.tse 4M I
N/A FW.10144tAO14 011 P06 162 669 21726 41787 37506 8766 21066 WA RAD Nt'S "I4 o
Z s
4 21ne3 4107 4z274e telZ3 4W NA FW-10t406 014 PO-a 2550 2125 61522 23614 6152233 666 MA PAD MD NEC
-1 33
.2125 615 47872s l
-0961 WA FW-463 014 Po6 5
172168 6066 14214 3421 35068 61970 2
MA II'-
PAD INEG D
.306 10 142 414
.17S02
.4 2141 4614 1
WA 0
10
-J I.0 See Notes on the fDowig sheet
CALCULATION SHEET PROJECT STP-SGR JOB NO 23438001 SUBJCT FW-PIP1NG FRCM S.G. lB TO PEN.# M7 CALaC NO RC503S-P-200.R ORIGINATOR PANI DATE SHEET NO SHEET REV DCP# 96-2843-2, SUPP. 0 pageml of DCN# 9704761 Page *0 of /5/
NOTES for faulted loads on EXCEL sheet:
- 1. The positive faulted loads (with water hammer combination & with LOCA+Jet combination) conservatively did not include dead weight. If required, dead weight can be included to xeduce conservatism.,
- 2. WT+TH+SSE* : Higher of WT+TH+SRSS(SsEI &SSESAM) or WT+TH+DBA.
Refer to Computer Run# RN0321 Dt. 10/27/97 for pipe displacements and individual & combined loads
- 3. WT+TH+LOCA + JET:
Refer to Computer Run# B04659 Dt. 06/11/98' for pipe displacements and individual loads (Jet)
Refer to Computer Run# LJ3226 Dt. 05/2/198'for pipe displacements and individual loads (LOCA).
- 4. WT+TH+WH : This faulted combination with water Hammer conservatively Included T&RM1 thru TRIM6(**).
If required, the conservatism can be reduced by including only those Thermals (THRR2, or TRSM3, or THRM6) which could be concurrent with Water Hammer. (ex. HL5004 node 95B,,
HL5016 HODS 007, RL5014 NODE 011).- '
Refer to C~mputer Run# HP0707 DC. 06/17/98 for pipe displacements and Individual & combined loads.
p 0
0'1101104 G'.1V154 (1501211 161211I7 1103221PA 3 2..1 Sl RCc 3S RXSTRAIlB LOAD SDUMARY
- Tt rLc t rZEDWATER
- 11 SYST7M SC 11 TO Ml 3r9tJtr UN a ai t 23430001 1
P Rs a t" NUH1AII sI 2C2S515C1035 USe7L_
I 583 us0en#
SC PAI r
1YPt LOAD TITLZ r:
eol AEC 1R1221502018
- SI HRMI S
RN112 2
11053
-1 I l l S,
- 4 TURKS c
TlRH6 I
T3R57
-6 IRA SlZsAl I
S1ZSA2 2
5AR14C SA042 10 C:7 RAD NL501f T71 T31R1
.3 36R3 2
1 T6R33 a
TERN4 13 TURNS
-4 TURNS 2
SSRK7 1c VIA S3tSA1 1
SSISA2 3
SAKSI to SAH41 10 Sa&2 1I 001 SPD HL501S tSI 7x11I Tx312 T1153 TR154
?MAN$
TIRINS VIA SSISAI S31SA2 SAk,1 S352 GLOBAL
.ORCSS (LB)
TX TY FZ
- 2.
.309 171 474.
.44t4.
6403.
401.
.467S.
S107.
932.
.4925.
10113.
46)7.
.1074.
1l13s.
012.
.4473.
0321.
706.
-4719 172.
407.
-S170.
12440.
s16.
gig.
502.
460.
4005.
%413.
974.
14217.
2100.
2ts.
117.
7054.
077.
1435.
11134.
OLOBAL MOMENTS (FT-LB ME nY 13 DISPLACZMENT 11N)
HZ DX DY DZ ee.
. vL
.gvu
.144161.
34 4s4.
101516.
-. 627 1.071
.1.054
-147015.
74931.
40723.
-. 637 1.171
-1.1ss
-1520S1.
132101.
73467.
-. 637 1.971
-1.914
-1SS1SI.
144025.
44113.
-. 437 1.971
-1.1s6
.14)4t7.
31644.
102464.
-. 437 1.171
.1 ss.
-1464*9.
3442S.
04943.
-. 437 1.971
.1.154
-11717S.
111.
s7709.
-. 437 1.171
-1.15s
$554.
2000.
55so.
.000
.000
.000 44357.
15301.
03602.
.000
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.OOO 912S2.
22000.
171900.
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.000 42407.
04241.
2814S.
.239
.017
.252 35723.
133164.
4763.
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.404 013 0I!
-I 1"
413.",
744.
214.
.42 771.
4112.
0401.
40 7.
- 0.
.141.
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- 0.
.S05.
- 0.
-2541.
- 0.
-S139.
- 0.
1711.
- 0.
-1220.
0.
-6117.
- 0.
3O9.
- 0.
770.
- 0.
1476.
- 0.
4202.
- 0.
4632.
0.:
0.
0.
0.
0.:
0 0.:
0 I
- 0.
. 002
. 002
. 004
- 0.
-. 345 1.340
.1.3 42
- 5.
-. 500 1.501
-1.241
- 0.
-. 440 1.616
-1.101
- 0.
-.402 1.015
-1.11
- 4.
250
- 1. 242
-1.35
- 0.
-. 400 1.130
-1.31 4
- 0.
-. 371 1.I13
-. 150
- 0.
. 0 0 4
. 0 0 3
. 6 1 5
- e.
.015
.017
.036
- 0.
.031
.031
.075
- 0.
.051
.025
.123
- 0.
.061
.057
.16 0.
-14 53.
- 0.
- 0.
- 0.
- 0.
.004
.000
.D05
-.0S5 1.04S
-.271
-. 041 2.313
-. 219
-. 641 1.614
-. 147
-. 030 1.3 6
-.100
-. 055 2.033
-. 276
-. 040 1.373
-. 207
-.032 2.004
-.075
.002
.004
. 020
.006
.030
.022
.015
.043
.0 61
. 02
.023
.043
.041
.054
.067
-J 0
4.
e~
0 6
2CXs9RC5 *7 ARSTRAINS LOAD
SUMMARY
M1101/N4 GAR3/54 4130321) 16/27197 3N0321 P
I44-043 7271.1, I TSTIATIR *Fv. SYSTEM -
So 1s TO Ml PObJXCT XR-!Bt1 o 23438001 PROBLEM X3rUlR, 2C110RC103S USSR e PANT LOAD CASE I
GLOBAL tORCeS (LI)
OX FY DATA TY72 LOAD SITLS PT 411 RAD 1L5014 171 THIMN THREM THEH4 THINS THING4 THEN7 SUSAX SRISA2 SNRMI SAMl 011 RA.O ILSO11 W1T TURNI TIRMS TRAM?
VISA SNISAI WSAI 711RA 31LO1 WTIRN TRRIM THRM4 DRA SNISAX ERISA2 S1am 2AH2 T2 GLOBAL M40OMCTE frT4LI Hz MT
_2,7
-247.
.4470
.8827.
.1714.
5eso
-1120.
131.
1062.
2126.
1403.
-0114.
.7511.
.8201.
-62 40.
'3.
2771.
1684.
3511.
1S.
2708 10004.
15514.
2.
12411.
2411.
2.
6772 1744.
13 37.
0.
0.
0.
0.
D.
0O.
0.
3.0.
0.
352.
-120s77 112 04.
.0088.
.82 'I.
.12218.
.10860.
.8714.
I.
3492.
2017.
342.
820CS.
141.
874.
1 SPLACIXhST (IN)
MZ Di DY D2
_.tz Zb;i
- 0.
-. 002 2.013
-. 011
- 0.
-. 004 1.287
-. 007 O.
-. 001 1.480
-. 00S
- 0.
-. 009 1.820
-. 001
- 0.
-. 002
.974
-. 012
- 0.
-. 00S 2.346
-. 008
- 0.
-. 011 2.086
-. 001
- o.
.000
.011
.000
- 0.
.001
.049
.003
- 0.
.002
.101
.00O
- 0.
.005
.026
.004
- 0.
.001
.05S
.000
- 0.
.000
-. 011
.001
- 0.
- .002 1.013
-.011
- 0.
-.004 12327
-.00
- 0.
-. 007 1.460
-. 00.
- 0.
-. 000 1.28
.. o003
- 0.
-.002
.976
.. 012
- 0.
-. OOS 1.344
-. 008
- 0.
-. 811 2.08S
-. 0.1 D.
.c00
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.00e
- 0.
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.048
.003
- 0.
.002
.101
.0OS
- 0.
.005
.023
.004
- 0.
.008
.o8s
.808
- 0.
.00
-.012
-.001 O.
.814
.401
-.024
- 0.
.013
.857 019
- 0.
.000 2.408
-. 012
- 0.
.007 1.874
-.008
- 0.
.014
.342
-.026
- 0.
.012
.420
-. 017
- 0.
.605 2.127
-.006
- 8.
.001
.012
.0601
- 0.
.002
.050
.003
- 0.
.004
.103
.004
- 0.
.0o1
.026
.002
- 0.
.001
.05$
.00)
L2 T
0~
CA VI a.
VI (0
0
-4
2CISSRCS03S RESTRAlNT LOAD
SUMMARY
TITLE a FERDUATZR *-T SYST9M -
SO 1R TO Ml PROJRCT NUWHRR s 23433001 PROBLEM 30OHBR3
. 2ClISRCS03S USER a PAN!
LOAD CASE I
24101/N4 GAIUS/S CR103211 10/27/07 RY0321 4 DATA TYPE LOAD TITLE PT 0L4 RAPD L5013 TRRM4 THE MI SE1SA2 ZAN2 SAH2 GLOBAL FORCES ILD)
TX JrT GLOBAL MOMENTS (PT-LB)
TX I
HS MT HZ DISPLACEMENT (18)
DX DY
-3027.
-4011.
-391.
-2210.
-9301.
-539S.
-1032.
152.
120?.
344a.
817.
1339.
- 0.
-14062.
- 0.
.1076S.
- 0.
-6217.
- 0.
-3443.
- 0.
-144I3.
- 0.
-962
- 0.
-1607.
- 0.
a53.
- 0.
1$30.
- 0.
3oo0.
- 0.
1273.
- 0.
2 0a.
040 EPA9 1E@14SN0001 411 HRMI THRM2 THRN3 THRN4 TURMS TURN7 DRA S5HIA SANI
- AM3 71
-0
- 0.
0-1 slibliz 0.
0.
0.
a0.
a.
0.
0.
a0.
a0.
0.
0.
a0.
0.
0.
a0.
0.:
0.
0.
- 0.
.016
.401
- 0.
.013
.37 7
- 0.
.0 0 1.43
-.t
- 0.
.007 1.874
- 0.
.014
.3 42
- 0.
.012
.96
- 0.
.00e 2.127
- 0.
.a01
.012
- 0.
.002
.000
- 0.
.004
.103
- 0.
.001
.0216
- 0.
.001
.0s
.1
- 0.
- 0.
.003
-. 021
.102 4
.130
.13
.11
.93
.361 1.370
.031
-.274
.211
.340
.432 1.440
.120
.047
.4
.032
.017
.t
.041
.026
.4
.008
.010
.014
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.4 Dz E,o C
I012 100 017 0
012 005_
003 a
001 003 009 310 121 173 Ill OS, Is3 oL 027 012 9
012 232 0s3 0
139 0533 o03o 039 031_
037R 014 123 SP A FVOOI4MLSODS
-,I5 7
j a
WTI1
- 0.
,I.-
1-A o TERMX
-1 0
TEN 2422 TERNI THERM VNA St I A2 SAM&
SAX2 0.
- 0.
_007
-. 033
-. 4
-. 2s
-. 1O
.Z33
.478
.4 11
.82 6
-. 4
-.201
--.15
.a00.
.003
.126 1.0 S1
-. 4
.203
.077 26
.044
.002
.0 3 0
.t 9
.0
. I
.015,
.010
. I
2C1S#ICSO3S 0
RSSTRAIWT LOAD SUKXARY NZlOlfP4 OASU/54 IaxoIZ1l 10/27ts7 RR0721 FAGS RIC TITLS
- 7:EDWATER pM* SYSTSM -
S3 IN TO N7 PROJECT IOMIERs. 234 3 00
?PIOHLI NUMSER
- 2C1301R-03 USSR leIM 5035 LOAD CASE I
DATA TYFP LOAD TITLE PT ass SAD PWBO14HLSOQ THEM TSRHI TURNS THIN?
DE&
SHIS Al SAKI SAN) 095 XPR P MOO02 5HOOO4 VTI TRIM2 TIRNI THIN)
THING TURNS THING SAMI SAN) 015 lAD V 0014HGL1004 THIN) 2444 THIN2 1021 T241H3 504 THEM4
-is:
TUiNS 2S41 THINS6 1431 THRIN
.43!
DBI 1072 SBISAI 212 SEISA2 592 BAHL 422 DSAH2 77 GLOBAL FO;CeS ILDI FX FY
- 4.
- .%i.
- 0.
2014.
- 0.
4205.
- 0.
40 00.
- 0.
7145.
- 0.
2640.
- 0.
4007.
- 0.
7811.
- 0.
1545.
- 0.
2129.
- 0.
5005.
- 0.
50S.
- 0.
1047.
GLOBAL MOMENTS (VT-LI)
F2 E
Y HZ DISPLACINIET (IN)
DX DS DE 0.:
0.:
0.
U.:
0.
0.
0.
0.
0.
0.
0.
0.
O.
O.
0.
0.
5.
- 3.
.U01 203
.000
- 0.
-. 6 4
. 0 0 2 0 8 0
- 0.
-. 402
.001 03 0
- 0.
.. 277
.004
.312
- 0.
.2I46
.005.
-. 01
- 0.
-. 4 0
. 0 0 2
- 1. 0 1 4
- 0.
-. 4 1 4
. 0 0 2
-. 4 2 1
- 0.
0 5 0s
. 0 0 0
. 0 3 0s
- 0.
.07
.001
.210
- 0.
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. 002
. 00
- 0.
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- 0.
. 0 1 0
. 0 0 1
. 0 0 2
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-&-,60.
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- 0.
- 0.
.000
.014
.000
-. 089
.004
-. s02
-. 04
-. 042
.343
-. o039
-. 10
-. 170
-. 021
-. 145
-. oS0
-. 052
.010
-. 520
-. 063
-.054 322
-. 010 171
.024
.010
.133
.097
.00S
.041
.00S
.010
.0C4
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.002
.a04
.011
.004
.000
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(Al
- 0 Cl 0
I" a'
04e 0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0 0.
0.
0.
O.
0.
0.
0.
0.
0.
0.
0.:
0.:
0.:
0
- 0.
.000
.014
.000
- 0.
.029
.007
-. 461
- 0.
.019
-. 035
-. 333
- 0.
.000
-. 003
-. 257
- 0.
- .002 282
-.04
- 0.
.030
.023
-. 477
- 0.
.017
- .046 202
- 0.
-. 007 15
.022
- 0.
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.141
.097
- 0.
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- 0.
.007
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- 0.
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.003
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- 0.
.009
.007
.020
'1035 RXS307A1U LOAD
SUMMARY
I FIEDMATER
'FR-SYSTRX -
30 10 TO M?
rNUMBSE 23430001
- r.
a0 NrUMBS 2C1SPRC5035 t.*
PARt 1
CASK I
MERX0/IB GASU/S4 (100321) 10/27/97 RH0321 S
l GLOJAL rO:cos ItLI PK T
rtiyVE LOAD TITLE YtA SAD 7L 14AD SLL541
.4 THXMX TNIMn TERM3 VIA JSISA2 SAM2 Ito AAC rEX 04-7 T11:111 TUIKIM
-12 T311M'
.12
- THIN, TURNS
-32 THING
-24 TIOIM7 2
DOA 1S 5lSA1 1
SEZSA2 2
ZAN IL I
027 SUR0 1E901430L0012 CLOBAL HOHIISTS I T-LlI rHIX MY I
a.
a0.
a0.
- 0.
IuA.
- e.
- 10023.
- 0.
-0712.
- 0.
-214 2.
- e.
451.
- 0.
-10450.
- 0.
-5007.
- 0.
2403.
- e.
412.
- e.
2l30.
- 0.
4070.
- e.
3213.
- e.
IS77.
0.
0.
0.
0.
0.
0.
0.
0.
0.
e.
0.
e.
e.
4014.
3333
_8 2 2 5.
-212 3 3.
.240111 7003 I2003 10 600.
6 0.
000.
14.
U.
0.:
D0.
a.
2.
.S324, 4s 0.
0os.
0.
24S.
-3347.
-14S11.
-44.
-2414.
-10.
soo.
1402.
10400.
'547.
230.
13S72.
- 420.
-1141.
0344.
103.
-2071.
1520.
014.
1024.
10404.
052.
112.
12290.
l0l.
.2135.
.003.
002.
052.
5071.
4157.
214A.
4Z3.
700.
3132.
1038.
464.
CS.
2093.
202.
122.
4972.
DISPLACENZWT? (I)
Z DX DY U.
.000
-. 003
.000
- o.
.4S7 0.04
-. 00o
- o.
.347
-.02
.004
- o.
.100
-. 044
- .001 D.
.0os
-. 0s7
.000
- 3.
.513X
-. 01
-.el007
- 3.
.330
-. 031
-. 002
- 3.
.00s
-. 004c
.002 D.
.244
.207 e.0
- 3.
.00e
.34
.001
- 3.
.001
.0e4
.003 o3.
.0 a
.004
.002
- 3.
047
.0o7
.004 3s.
.000
.ooo
.000 I.
.03
-. 001
.o00 F7.
.030
-.00o2
.007 I.
.037
-. 002
.000
- 1.
.030
-. 002 000 L.
.033
-. 001
.00a I.
.030
..002
.007 I.
.030
-. 02
.0S
- 2.
.244
.235
.037
- s.
.00
.000
.oo0
- e.
.ooo*
.ooe
.000 I.
.030
.003
.00 I.
.047
.000 os.
.eos
-.ol0
-.000
.10
-.240
-. 322
.34
.200
-.204
.32 1.045
-. 232
.:I7 1.101
- .20
.100
-. 200
-.324
.201
.421
-.275
.410 1.001
-. 100 O.
.0o3
.027
.02s
- 3.
.0S
.007
.053
- 3.
.000
.014
.000
- o.
.011
.02
.013
'0 w
v 0
eO 0C.
.0
- t
-J 0'
00 I
0
- 10 WTI TRNIN2 THINM3 THINS THSM2 DIIA BE1SAI AN I SAl2 041.
100.
477.
0.:
0.
0.
1321.
2170.
407.
670.
0.
0.
0.
0.0.
p S
HZIESI/04 CAZU/S4 R10321)20/,27/97 UR0221 P'-4 zc1SIRCSo1S AESSTAINT LOAD
SUMMARY
TITLE g FEEDWATIS *PW-SYSTEPS -
SG 13 TO 3(7 PROJECT NUMBERI 23438001 EIOSLIMN 3UMNRX a 2C263ECS035 USER a PANZ LOAD CASE I
CLOBAL FORCES (LSB DATA TYPE LOAD TlTLZ FE rT PT xGLOBAL MOM:;TS (PT-LI)
DISPLACEMENT (INI D2 DY DZ
@42 530 FMOOI4MLS409 WTI THR3S1 THENI THEN)
THEHI TH EN run53(
THEI4l DRA SEISAX 621SA2 SAM2 050 SUN rW201434L5Q00 WTI TwumlJ THEN2 TRAWL THEN 4 TERNS THINS THIN?
DNA SEXUhl a
SAKI 2
SAK2 a
ass son FV5014Hi5002 WIT
- 0.
6652.
- 0.
14272.
- 0.
1238.
- 0.
2425.
0.
0.
0.
0.
D0.
D0.
0.
0.:
0.:
.U-
-. U VA&
-. 057
-.413
-.283
.084
.054
-. 243
.270
.723
- .178
.334 1.t26
-. 139
-. 075
-. 415
-. 295
.11$
.1$0
-.231
.474 1.391
-.113
.157
.062
.142
- 0.
.029
.007
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.033
.015
.057
- 0.
.002
.001
.005
- o.
.014
.003
.011
-.001 s1
.001
-.318
-. 207
-.237
-. 159
-. 015
-. 268
.051
.373
-. 103
.134
.11,
-. 403
-. 330
-. 333
-. 402
-.120
.os0
-.213
.234
.768
.063
.259
.081,
.262
- 0.
.004
.079
.010
- 0.
.007
.142
.020
- 0.
.002
.015
.001
- 0.
.003
.034
.C03
-. 002
-. 053
.004
..24
-.25S
-. 423
-. 148
.014
-. 291
.032
.367
-. 108
.134
.415
.004
-. 301
.291
.441
-. 115
.075
-.235
.320
.765
.077
.354
.031
.264
- 0.
.004
.079
.003
- 0.
.012
.142
.007
- 0.
.003
.016
.001
- 0.
.005
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.002
- 0 09 0
C',
0 0
377.
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0.
0.
0.
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THRYI TISENS TENT SE I A2 E A NI SAM2 5 4.
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- 0.
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- 0.
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- 0.
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0.
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S U
MEXOX/BI GAZO/SI (R100321) 10/27/17 2903021 Ph02U*Tr7 2CIISRCS03S R92TRAINT LOAD SWINARY TITLA g FZZDW4ATER *FW* SYSTSX
- SC IN TO K7 PROJICT Y3NS4311 23438001 mROBLEM 10)4931 m 2C1S9RC03S2 USSR a PAUl LOAD CASS GLOBAL FO1CSS (W0 r
yr I
GLOBAL HOME:?$S (FT-LS~
DATA TIPS LOAD TITLE FT 080 RUN r9901420LS003 WTI TffRMX TRIMi TURMi TURM4 TURNS TURNS TIORM7
- DNA, USurAI 8311A2 SARIl BA P02 DISPLACEENET (1W HZ Dx DY DU 4.00
.009
-. 9C4
.. 4d2
.022
-. 918
-. 243
.040
-. 103
-.142
.0s1 c09
-. 124
.007
-1.002
- .427
.0205
- .620
-. 042
.So0
.B0s
.307
.001
.22s
- 0.
.02S
.008
.002
- 0.
.040
.011
.004
- 0.
.010
.002
.001
- 0.
.011
.004
.002 E
!0 40 Na-0.
0.
2981.
1211.
2222.
0.a0.
0.
'04 0
1RN03311 10/27/97 RW0321 aA.r -
9-os 2C159RCS035 RStTlAlYT LOAD
SUMMARY
XEE0I/M4 GAAUfS4 TITLE I ?E8DVATSR.3W. SYSTEN -
SO 1S TO P7 PROJJCT NUMBER r 73438001 PRORLIt W043RR
, 2CISSRCSO0S UDSR I PAM!
LOAD CASE 6
LOCAL FORCISILD8 LOCAL MOMENTS (FT-LB)
DATA TYPE LOAD TITLE ST DIRECTION COSINES NC COs COs COS COs COS COS COs COs COS Ax AY AZ SS as at CX CT CZ PA Ts
- C PA "a
TIT
-87 TURNI
-S0S0 78R82
-.776 TURK]
.3420 7RRK4
-1493 TKRKS
_13S2 TSRRS
-4227 THRN7
-427 DR43 SElSAi 1150 SIlSAl 2214 SkAl 4100 SAM2 4443
.208
.44,5
.4925
.0472
-4571
.115 1432?
817 12I
.113
_z1 2
.7 113
- 10125
-124 17
-432?
422 878 2032 57:2 07I0I 432 77026 105296 75607 67804 110152 453 6 5 3 42734 2352 36 0 4 132X16 144021 31346 lll191 32008 14248 1737 -.07
.00 -. 48
.00 1.40
.00
.40
.00 -.e7
.I56401
.67
.00 -.4
.00 1.00
.00
.46
.40 -.7
-2S0135 -.87
.00 -. 46
.00 1.00
.00
.48
.00 -.27
.138713
-. 87
.00 -. 48
.00 1.00
.00
.45
.00
-. 87
.131714 -. 87
.00 -. 46
.00 1.00
.00
.48
.00 -.17
-159458 -.87
.00 -.4
.00 L.00
.00
.48
.00
-. 67
-148133 -. 67
.00
-. 41
.00 1.40
.00
.4#
.00
-. 07
-127131
-. 07
.00 -. 4S
.00 1.00
.00
.40
.00 -.07 10460 -. 07
.00 -. 4S
.00 1.40
.0o
.41
.00 -. 67 94073 -. *7
.00
-. 40
.00 1.00
.00
.46
.00
-. 07 102226 -.87
.00 -. 49
.00 1.00
.00
.46
.00
-. 87 16602 -.67
.00 -. 48
.00 1.00
.00
.48
.00 -. 67 23503 -.97
.00 -.48
.00 1.00
.00
.45
.00
-. 87 0
°2 t
14
._l 0
IS 007 RAP NLS015 WTI TERA 1 TERM2 TERMS SRRN7 C0A SthSAI 858SA.2 SA1 sAJ2 068 STD YL5015 WTI 74R51 7KR32 7XRX3 TXRM4 TEEMS TERM7 Doi S21SA1 SAKI 8AM2 431
-4 00 6452 142S4
-4760 17366 1055 2056 11218 17695
-14 532 4
0 0
0 0
0 0
0 0
0 0
0 0
0 0
I0 a
01 0
0 0
0 e
0 0
0 0
0 0
a O
.93
.00 -.37 0
.93
.00 -. 27 0
.93
.00 -. 27 0
.93
.00
-. 37 0
.93
.00 -. 37 0
.93
.00 -. 37 0
.93
.00 -.37 0
.03
.00 -.27 0
.93
.00
-. 37 0.93
.00 -.27 0
.03
.00 -.37 0
.03
.00 -.37 0
.93
.00
-.37 0
0 0
0
.00 1.00
.00
'C=-*
0
-4 16E 0N I0C
CS01So3 R337TAIYT LOAD 3UMMARY
, PCCDWACRR *'FM SYSTR3 -
SG 1R S0 147
. :C7 301433R a 21431001
-LE 301433 2CIS9RCse3S
- 133A1 CASK I
tc1101/V4 OARV/54 IR30321) 10/27/37 R30321 P#AU..
LOCAL roRcz3 tDSi LOCAL 1401M0TS 38r-L3)
I A TYPE LOAD TITLE 7314S SRR141 703143 733146 SY3t45 WTA SIISAI
- II 811831 83 16 2 T3141 83N43 2 1 41 11 it 32, 11 Fs PC N4A FR NC Cos Cog COC Al AY AZ 367 0
0 0
0 0-1.00
.00
.e0
)2S 0
0 0
0 0.1.00
.o0
.00 170 0
0 0
0 0-1. 00 00
.e0 psi 0
0 0
0 0 -1.0
.00
. 0 127 0
0 0
0 0-1.00
.00
.00 714 0
0 0
0 0-1.00
.00
.00 Did 0
0 0
0 0-1.00
.00
.00 t00 W 0
a 0
0 0-1.00
.00
.00 LtS 0
0 0
a 0-1.00
.00
.00 063 0
0 0
0 0.1.00
.00
.00 L26 0
0 0
0 0-1.00
.00
.00 II) 0 0
a a
0-1.00
.00
.o 0 147 0
0 0
0 0-1.03
.00
.00 3113CTION COSIlIS Cos COS Cos COs COs COs eX BY us CZ CT CZ IV 0
CO
~0 ft I
-441 13147 14021 12431 11523 137s 10X11 105 2320 4611 2633 4173 X16 2 6'0
.27500
- 2S04 15
-136
.33 343
.22437I 2S31 4372 763 1371 0
0 0
0 0
01 0
0 00 0
0 0
0 0
0 00 0
0 0
00 0
0 0
01 00 0
0 00 00 a0 0
0 0
0 0
0 0
0 0
0 0
0 0
e 0
0 01 a
0 e
0 -. 60
.00 -..
0 0
..c0
.00 -. oO 0 -. c0
.00 -.. 0 0 -. 60
.0o -. 60 0 -. so
.0o -. o0 0 -. 97
.00 -. e0 0
-. 53
.0o.7.1 0
-. 60
.00 -. 80 0
-. 60
.00
-. 00 0 -.
0
.00
-. 602 0 -. 60
.00 -.
20 0..60
.00 -.. 0 0 -.57
.00
-. 22 0 -. s7 e00 -. 2 0 -. 37 00 -. 22 0 -. 97
.00 -.23 0 -. 97
.00
-. 22 0 -.. 7
.00
-. 33 0 -. 37
.00 -. 33 0.. 37
.00 -. 23 0 *.37
.00 -.23 0 -.3.7
.00
.23 40 ko IV,
2C1151 5035 RRSTRAIT LOAD
SUMMARY
TITLE a VSXDVATCR
- -?
SYSTZX SO 13 TO M7
- OJ1'.
NURuKS e 2343800L.
- 103RL.
YURR s 2C15JRCS03S USER
, PA31 LOAD ASC I
MN10l/d4 GARV/54 I140312) 10/17/S7 340321 VA4S--gtg LOCAL FORCIB(LD)
LOCAL HONzVTS (FT-La)
VIRICTION COSINYS DATA TYPE LOAD TIMLZ PT 014 SAD ULS013 WTI TURNI.
THU3N TURN4 7814 TURNS SRR111 DRA 921SA1 VIJA BEISA PA 73 rc "1A me NC CoD Cos COS COS COS CoD COS COS COS AX AY AZ De by at CZ CY CZ 5389 14711 12703 7280 4021 17218 1010 301 2234 451$
I II 2479 0
0 0
a0 00 0
0 e
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 e
e ee 0
0 a
e 0
0 e
0 -:.:A.o00 -.8 0 -. s4
.00 -. 84 e -. s4
.o00 -..
0 -. 5s
.oo -I.6 0 -. s4
.0o -.6 4 0 -. ss
.0o -.D 0 -.s
.00
-.64 0
-. s4
.eo -. 64 0
-. 54
.00 4
0
-. 54
.o0 -.68 0
-. 54
.00 -.
I:
0 -.4
.00
-.38 0 -. 54
.00 -.4 o
'0 0~o 0
10 (A
080 sPR T
3
- J9024SU0001
.,4)@
SRRS 4 StY IaA RSAN I
SAM2 17 SPRi rpo04NLS009CS 4
TIRMI TARM2 TRN 311 TURN 4 TURNS DSA SAKI SAM2 a
0 D
.00 1.00
.0e a
.00 1.00
.00
'0o IIl to 0
7C151XCSO35 RISTRAIKT LOAD SUMMART TITLY IFRDMATER *13 SYSTEM -
SG I TD M7 PROJYCT 05a1RR 2 73418001 PROULIM POHSZR
, 7CISSRCS035 USSR I PANI LOAD CASS M1101/114 UAZU/54 1RM03211 10127/97 R30321 P
LOCAL rORCISILD)
LOCAL HO24335 (VT-LI)
DIXECTION COStYES DATA TSSR LOAD SISLY U0b KAI) 0"vUl4HlbU96 IA Fs rc "A
Ka NC COS COS COS C
OS C
OS CUs Cos COS COS AX AY AZ aX BY 5Z CZ CY CZ YTI SYERH 2
TURN?
SYRI RA TXRMS SAX SXISA1
.44682 42 0 606:
714w 4I07 72620 500S 1047 0I a
01 0
01 00 0
0 0
0 0
0 0
0 0
01 O0 0
0 0
0 O0 0
01 055 SPA UP010SX 0004 67.q SYR IM TERM S TRIMS~
TM2 Do&
SXZMA1 ISA2 SAMI 0
.00 1.00
.00 0
.00 1.to
.00 0
.00 1.00
.00 0
.00 1.00
.00 O
.00 1.0o
.0o 0
.00 1.00
.00 0
.00 1.00
.00 O
.00 1.40
.00 O
.00 1.40
.00 0
.00 1.40
.00 0.00 1.00
.00 0
.00 1.00
.00 0.00 1.00
.00 0
.00 1.00
.00 0 1.00
.00
.00 0 1.00
.00
.00 0 1.00
.00
.o0 0 1.00
.00
.00 0 1.00
.00
.00 0 1.00
.00
.00 0 1.00
.00
.e0 0 1.00
.00
.00 0 1.00
.00
.00 0 1.00
.00
.00 0 1.00
.00
.eo 0 1.00
.00
.00l 0 1.00
.00
.00 x
w JZ7 0
- 00io, 0
O1 V7 8
0
-o 1"
-0 i
1-1 S5S AAD rt0014HLS500 YT1
_73 TRX"I 24441 T13 32 14203 TRWIM 5045 1N134
-1125 TURMS 25492 TU3NS 14311 TERM7
.63si DRA 1l739 Swiski 3116 ShISAI SS1S SAH1 432 3A13 7741 0
0 0
O0 O0 0
01 0
0 0
0 0
0 0
0 0
S S
0 0
S 0
00 0
0 0
0 0
a 0
a 0
0
2clS)i:5053 RESTRAINT LOAD
SUMMARY
TITL; s 722DWATER
-T-SYSTEM
- SO 10 TO N7 vaOic1.r PN7B5R s 23412001
- ROuI1; 3Uil5R s 2ClSSRCS035 DSOR PANI LOAD CASE t4lOI/N4 CARU/64 (RO1021 10/27/97 R00321 P
LOCAL roRcesiLDI LOCAL MOMENTS IFT-LB)
DIRRCTIOS COSINES DATA Trrs LOAD TZTLS rA
- T lEA XAD W$O14MHLSOII VTI 101 TSRN1
-10023 TNRHZ
-C712 TERNI
-2142 TOORM4 651 TURES
.104S*
TSRMN
-SS07 TSRM7 2412 DSA 4912 SJISA1 2308 StlSA2 4670 SAMI 3312 SAM2 St77 ra rC MA MSB MC COS COS COS CoD Cos CDS COS COS COS Al AT AZ oX BT SS CX CT CZ 0
O0 0
O0 O0 0
e 0
0 e
0 0
e 0
0II a
O0 O0 a
IS0 ARC PIX M.7 WTI SNRN1 TSRN 2 TURM 0 TUN S TERM7 D.A J2 SAl 6S ISA2 SAMI SAIU
-27047
-12426
-3 193
.Xs 914
-24 S62 1457 27,,
4 64 4203
-2414 1462 280
-114 1
-2071 1424 1`:
.2,.,
85) 2141f 3132
- S 122
-0 13S72
'34 4 1020 12208
-002 527*
1 I
1023 2602 412 4314
-2233
-8220
-14361
-21322
-1574
-24411 7,43 5266" 1841 2C
.513 23
-16 111
-5...
5
-323 4
45,4 its5 600 40 0 2 0.0o
.00 1.00 0.00
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.00
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.00 1.00 a
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00 00 1.00 0
.00 00 1.00 0
.04
.00 1.60 0
.00
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-7000 1.00
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.e0 1.00 20420
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.00 00
.00 1.00
-4155 1.00
.00
.00
.00 1.00
.00
.00
.00 1.00 24831 1.00
.00
.00
.00 1.00
.00
.00
.00 1.00 14140 1.00
.0o
.00
.00 1.00
.00
.00
.00 1.00
-*274 1.00
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.00
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.00
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.eo 1.00 15275 1.00
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.0o
.eo 1.40 21S05 1.00
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.o0 00o 1.00
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.00 1.00 674 1.00
.0o
.0o
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.o0.00 1.00 1243 1.00
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.00 -. a1 0
-. 0S
.00 -. 81 0 -. 06
.00 -. 41 0 -.53
.00 -.81
'0 cn 71 y"
-a
'0 T
IN 5,0
-I
%O 627 SRS F60014 iLS002 NTI TRRMI TERM 2 THRNS TRRNS TERM 4 TRRM7 DRA SES SAl S31tA2 SARl BAK2 1422 400t 622 D
- 0 0
e I
O0 0
0
0 2CIsIRCSOsI RISTIlART LOAD ZVMMARI nEoO/lr4 OAUv/54 TITLZ
. VESDWATBR VW-SYSTEM
- J0 1E TO n7 ZaDJECT XYVM33R i 23438001 1Roa0zm mumaEl g 2ClSCCS0JS USSR a PANI LOAD CASE I
LOCAL FORCIRSLS)
, LOCAL MOMENTS (FT-LB)
DIRSCTIOW COSIYJS DATA TYPE LOAD TtTLE PT VS4 boo VVwPWt~nbzUV VA PS PC MA HS MC COS Cos COS COS COS COS COS COS COs AX AT AZ ox by as CZ CT CZ THIM 3 TBRMI THIN?
IDI SEISAI St ISA2 BAMX RAM2 WTI THRIM NRIMS THRMS DIA StIsAl SAAS BAM 2
'0 En C
a07 0
1-6512 14272 122 3 242S 2977 1493 2550 0
0 0
0 0
a 0
0 0
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01 a
a 0
0 0
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0 4
0 0.00 1.00
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. 0 1:.00 ".0
.00 1.00
.00 0 1.00
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.00
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.00 0SS sun YVRR14ULS002 WTI ISRMI ESRMS T9RIM TRRM4 TIrMS TRONS TIRI7 DBA OHIA OZISA2 SAMI SIMA 0
-J WV 0
0i 2174 4SIO 1210.
0 0
0 0
0 0
0 0
0 0
0 a
a
. 2 0
. 0 -
0.3 4
.00 -. 1 5
0 2C00-.
.03S IROTlAIT LOAD SUMM(ARY 7371.
6 REZDWATE1 -Pr-ZYTS7Z SC IN TO 147 IIUNIR, 23423001l USE8 K UNIEA
- AC.!
to's0 LOl?
V49S3 141101/04 GANU/54 11N03211 10/27107 R10321 PrAO---4 LOCAL FORCISILBI PA Fe LOCAL MOMENTS (fT-L)
DIRECTION COSINWE rC MA me NC Cos Cos Cos Cos Cos Cos Cos Cos Cos AX AY AZ ex by at CZ CT CZ DATA TYPE LOAD 7373.3 FT 866.
sun 0'W004HLbti03 WT1 TURX41 TRANI4 738143 718144 711RN5 738145 710147 03A Stiell 031112 8SA41 SAN2 J~J Cl 0
2S1 S391 1243 23222 0
01 0
0I 00 e
a
.00
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.00
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c
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. 0
.a0 1.00
%0 0
l~6
2ClSORCSOhS RESTRAINT LOAD S*KttRY TITLR I FZCDWATIR *IR-SYSTIN *- S 1
TO t47 PROJICT Ptl:IMSR 2)438001 PROBLUM IIS15hR o 2C1535CS035 s515 I PAUI LOAD CASE H3101/14 CXA2/Si4 (tRl3211 10/27/77 Rlt0321
&.al
-444 OLOIAL OtCCS (LS)
CLODAL NO0CNTs I7T-LI, DATA TTFI LOAD TITLE tX 17 tX NI NY II PT DIRPLACZCNET (IN)
DX DY Dl 001 AIIC l1R22RCC2011 IIORYII
.4 UPCRTp 14 UP029TU
-12 PAULp II tAVL7R
-11 131.
.5267.
0.
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7042.
24004.
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-12423.
-7201.
1707.
14201.
20444.
'205.
-13736.
-11345.
i;i
-149264.
7335.
-245117.
134894.
.230610 0.
270133.
327304.
.134605.
007 SAD HLS01S OPSETE FADLIP FAULSX cp SvcD RLS01S XORHN UPSCTP VPSETS FAULTP 011 aRAO IIL5014 DOtMr FAULT V tAULSS 011 RAO LLS014 RORIVP FAULSII 014 AAD IILS012 Notmy x0xmx UrcoTP VSt$xt FRDLTW 141 6.
-3759.
27104.
-135234.
3234 0.
-20341.
- 0.
1513.
0.
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- 0.
5420.
- 0.
-10931.
- 0.
1420.
- 0.
-12470.
- 0.
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0.
.- 14532.
0.
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- 0.
-14532.
a.
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0.
-14 532.
0.
0.
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-10131.
55 S.
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-21121.
-3116.
27.
-30542.
4000.
136714.
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-52777.
-. 617
.000
-2.936 231036.
.22, 1.908
.252
-153206.
-.445
-. 017
-2.201 33161S.
.352 2.023
.406
-243003.
-.296
-. 052
-2.362
- 0.
.002 1.417
.004
- 0.
-. S45
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-1.342
- 0.
.055 1.525
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-.5SS
-. 020
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.040 1.362
.214
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-. 425
-. 045
-1.541
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.006 1.SI
.000
- 0.
-.005
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-.371
- 0.
.035 2.062
.054
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-. 074
-. 020
-.314
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.052 2.047
.007
- 0.
-. 031
-. 003
-. 254 O.
.000 1.929
.001
- 0.
-. 010
-. 011
-. 011
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.007
- 0.
-. 016
-. 067
-. 017
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.060 2.152
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- e.
-. 019
-. 120
-. 021
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-. 014
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.000
- 0.
.000
-. 012
-. 024
- 0.
.014 2.173
.003
- 0.
-. 002
-. 363
-.021
- 0.
.021 2.224
.004
- 0.
-. 004
-. 120
-. 031 09
-o 0r i
v 16 I'
0
-IE 1
10
- 0.
352.
- 0.
-12097.
- 0.
31s4.
- 0.
-14547.
- 0.
5314.
- 0.
-16424.
- 3.
. 7406.
- 0.
0.
- 0.
a397.
- 0.
-331.
- 0.
9593.
- 3.
-2029.
S 2 ClISR CS03S p
0 NEX011I14 GARU/64 CR3103310 10127107 ft58321 JC-4 RESTRAINT LOAD
SUMMARY
TITLE i FVIDWATZR *VW SYSTRM -
S0 1F TO H7 VROJSCT 501B3R1 21438001 PROBLSH 5U1B35 a 2C15sRCSOS2 USES I PASI LOAD CASE OLOBAL FORCZS tLBI PR FY oLOBAL NOMZSTS IPT-LBI rz HX NY HS DISPLACEMEST tlNS DS DY DZ DATA TYPE LOAD TITLJ PT 014 RAO BLS013 NORMS UPXSET UPSETx FAULTP rAVLTS
.9316.
141%7.
.1077S.
2402.
-1237S.
- 0.
-14S11.
- 0.
2270.
- e.
.2678s.
- 0.
368a.
- a.
-I0273.
044 SPR
?W9014535001 WORMH YOtHY UPSEP UPSETS PAULTP FAULTS 13
- ra F5O5141L5O08 0O RM NORMS UP0SSP UPSETS rAULT?
FAULTS 081 SAD PWSO14ULSOO6 MORMP 3ORMW USSRT UPSETS PAOLIT 1AULTS 03S SJR TW201450004 NORN?
NOR"M VUSEBT UPS TS FAULTP FAULTS tSs SAD FWO14WL5004 NORM?
244 polms
-19 UPSETP 2:
ULJSTS
-J17 VAULT?
4J1 FAULTS
-2_1 do
- -17SI
)4eb 0..
0:
0.-~
00
- 0.
0 e.
e 9157-j o
^
- 9 s
.2ete O.
.000
-. 012
-. 024
- 0.
.016 2.173
.003
- 0.
-. 002
-. 069
-. 021
- 0.
.021 2.234
.004
- 0.
-. 004
-. 120
-. 031
- 0.
.323 1.370
.000
- 0.
.000
-. 326
-. 320
- 0.
.47s 1.65s
.026
- 0.
- .033
-. 346
-. 341
- 0.
.502 1.665
.080
- 0.
-. 112
-. 442
-. 011
- e.
.417
.026
.000
- 0.
-. 216
-. 641
-.27
- 0.
.sto 1.063
.03
- 0.
-. 200
-. 186
-. 317 O.
.734 1.110
.190
- 0.
-. 460
-. 666
-. 467
- e.
.081
.005
.046
- 6.
-. 440
-. 003 180
- e.
.026
.005
.060
- e.
-. 675
-. 005
-. 975
- e.
.306
.004
.303
- 0.
-. 974
-. 007
-1.22S
- 0.
.000
.020
.800
- 0.
-. 000
-. 145 502
- 0.
.006
.061
.037
- 0.
-. 095
-. 10S
-. s14
- 0.
.016
.100
.122
- 0.
-. 206
-. 288
-. 617 0.
.020
.021
.00o
- 0.
-.002
-.123
-.4is
- 0.
.035
.042
.034
- 0.
-. 014
-. 175
-. 473
- 0.
.052
.167
.11I
- 0.
-. 031
-. 276
-. s74 x
w 0
y-0 4
05
%o 1>
t-h O.
7149.
- 0.
-4482.
O.
42 4.
0.
-7367.
- e.
602.
- 0.
-9554.
8.
0.
0.
0.
8.
8.
- 0.
- 7.
0.
- e..67S5
$\\
°o 0° a0.
a0.
0.
0.
0.
0.
I.
8.
0 a
NSIGL/X4 CA3U//4 (RN0321) 10/27/97 103331 8a&f-- 44 2CIslRCo0 3 lSJTRAIRT LOAD LUMMARY TITLE I
EDNATE.
-FM-SYSQTM SO 1 TO MI VROJEC? NUWSMR 1 23438001 PROSLEM NUwER a 2C1s01Cs50s 3SSR I PANI LOAD CASE GLODAL FORCES (LaI DLTA TYPE LOAD TITLE rx Ir Pr I OLOAL MOMENTS tFT-La)
Fr M%
MT MI DISPLACEMtNT
[IN)
DX DY DX 10A AD
?NSOl4HL50I1 NORMP UPSETF 015373 FAULT?
FAULTI 110 ARC PCX M4-7 NORM?
FO1MN
-30 VPSETP 4
VPXZTN
-43 VAULT?
20 FAULTI
-SI 023 833 FV3014HL5012 WORM?
N OR MN UPSET?
UPSETM FVALTP n
PAULTI
.2 842 Zug FW9014HL5000 NORM?
WORMN UPBSET VAULT?
FAULTY 0.
0.:
- 0.
7 21.
0.
.0021
- 0.
0 4 3 0.
a.
-139s3.
- 0.
1 3*72.
0
.17 23.
0.
0.
0.
0.
0.
0.
3.
3.
0.
- 0.
.407
.oo0
.0oo 0.
.000 0 03 0 0 0 0.
. 2 3
. 0 3 4
. 0 0 4
-020
-. 1 0
-. 00
.777
.201 00
- 0.
-. 264
-. 277
-. 01 E
U,j 00 S
0
'0
- 0.
14 1 0.
4 0 41 24.
2 30
.03 0 00 0
344.
-4405.
-10.
-21330.
-51333.
-12110.
.0
-. 0 2 00
- SI1.
2150.
31724.
10207.
27901.
320
.004
.03
.043 1303.
-7240.
-3030 25260.
.74040.
.1
- 24.
-.00
-. 000
.*015
- 4.
2344.
240 15458.
44700.
405
.305
.25
.000
!042.
-0231.
-437
.30040.
.53300.
-47030.
-. 204
-. :200 0OS
.055.
0.
-1302.
0:22.
- 0.
203.
022.
- 0.
.203?.
0.
0.
0.
0.
.20 1.501
.e 0 0
. 0 0 0
-. 2 1 0
.. 33 0 0
453 1.014
.424
- 0.
-. 034
-. 300
-. 207
- 0.
51
- 1. 047
.053
- 0.
-. 091
-. _03
-. 107 e
_ 7 00.
0
-07 00
- 0.
14476.
- 0.
-14474.
Ose BE&
wSO914NKLSOO WORMN UPSIT?
3331.
UPSETS
-3321.
TAULTP 4074.
FAULTS
-4074.
0ss ENS P3W014ULS002 NORMp UPS ET?
4 00.
OSETP
-400.
VAULTP 1485.
VAULTN
-1405.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.:
0.
0.
0.
0.
.400 1.124
.000
-. 057.
-. 440
.300 O
.514 1.371
.033
- 0.
-. 0 0
-. ^44
-. 2 3 3 0
.441 I 42S
.131
- 0.
-. 22S
-. 564
-. 440
.100
.011
.001
-. 320
-. 350
-. 307
- 0.
.287
.710
.474
- 0.
-. 324
-. 431
-. 305 0
. 5 4 2 o e
.3 2
- 0.
-. 500
-. 53
.003
.154
.415
.0s
-.30
-. 310
-. 423
- 0.
.235
.7 2
.005
- 0.
-. 202
-. 200
-.423
- 0.
- 4. 3
.077
.34S
- 0.
-.56
-. 510
-. 700
-J Iz.4
- e.
2170.
- 0.
-317 5.
- 0.
4752
- 0.
-4702.
S 2C&SSRCS@3S S
.2101/M4 OAEV/54 (5E0)3121 10/27/17 RW31031 A-RISTRAXIT LOAD sDNuARY TITLE
, PEEDWATER *13-SYTETM 50 13 TO 34I PROJICT NUMBER
- 2)423001 PROBLIM NUMBER
- 2C1I5RCS035 USSR I PhAM LOAD CASS I
GLOBAL TORCSS (LI)
TX 1
GLOBAL NOIN3TS ITT-LB)
Vz MX MY ME DATA TYPE LOAD TITLE PT 030 3s1 rV9024HLSQQ3 WORNP NORMN UPSITP UPO TN FAULT?
PADSLT DISPLACEMENT [IN)
DX DT DX
.001
.051
.007
-.906
-. 001
-. 944
.e23
.05o
.0Ss
-. 632
-. 014
-. 910
.308
.047
.319
- .930
-. 025
-1.211 10 cOp p5 0.
0.
0.
0.
0.
2865.
.26 5.
5a03.
-5003.
0.
0.
0.
0.
0.
%0 0
3A34101/4 OAU/5I4 R012211 10/27/97 120321
.. c 3CeSIRC l3S RXSTRAITr LOAD SV"HARY TITLI
, IEEDvATR -T?.
SYSTEM -
SO 14 TO MI PROJECT XUH5ER s 23436001 FROBLEr XUMSBR i 2CISSRCS03S USER I
WANI LOAD CASE 9
LOCAL 7OCSX 0LB LOCAL MOMISTS (FT-LB)
DIRECTION COXSIES DATA TYPE LOAD TITLE PT 001 AMC IR1225802011 FORMS UPSETP UPSITSS
.1 rAULTP rAULTM
-2 007 RAD HLS01t 0ORK3 1
ORMW UPSET?
?AULTP 7
FAULTY 036 SPD HLSO0I WOOMHP NORMN
.2 UPSETP
-2 vr871F
.1 FAULTP
-1 PAULTS
-1 O1l RAD SL5014 NORM?
1 DORMS UPSET 2
U PS TS TAULTP 3
FAULTY ll RAD 1S1014 ORp 2
MOR1M UPSIT?
U PS TE FAULTP 2
?AULTM 014 RAD XLS013 WORM?
NORMS
.3 UPSET?
UPSETS
.3 FAULTP FAULTY
.4 VA TS PC MA MD MC COS COS Cos Cos Cos COS COS COS CaC AS AY A&
aX SY DI CX CY CZ x
Z0 LdI C
.514 7 4 253 L3404 a 7 4S 02371
-5267 7042
-12425 1420a
-19794
-12770 5674
-2001I 3233
-23S25 Z; ;;;;
0 140a43
-2095I 156391
-47374 ai;1;,
276153 327506
-134I05
.;i.
-. ii
.i4
.49w 4.44
.4,;
.. i
.i
-.- i
-156401 -. 97
.00 -. 48
.00 1.00
.00
.48
.00
-. 07 07244 -. 01
.00 -. 40
.00 1.00.00
.41
.00 -. 57
-252191 -. 67
.00 -. 46
.00 1.00
.00
.48
.00 -. 87 129300
-. 67
.00 -. 40
.00 1.00
.00
.46
.40
-. 87
-352093 -. 67
.00 -. 4a
.00 1.00
.00
.46
.00 -.67 050 01234 LI 0255 12 47 6
.4S32
.4S32 1432
.4532
.4122
.4132
.0103 L7132G 1561 20411 5147
.441 23106 1 2164,
-50 2166S 44369 e70 00664 12361 O0 O0 O0 0
O0 00 O0 0
00 00 01 O0 0
0
.53
.00
.37 0
.32
.00
- .37 0
.13
.00 -. 37 0
.63
.00
.. 37 0
.63
.00 -. 37 0
.33
.00 -. 37 0
.00 2.00
.00 0
.00 1.00
.00 0
.00 1.00
.00 e
.00 1.go
.oo 0
.00 1.co
.0o 0.00 1.00
.00 0-1.00
.oo
.00 0-.1.0
.o0
.00 0-1.00
.00
.00 0-.1.0
.oo
.00 0-.1.2
.00
.00 0-.1.0
.00
.00 0 -.se
.00 -.s0 0 -. 60
.00 *.o0 0 -. 60
.00 -.60 0 -. o0
.00 -.60 0 -. 40
.00 -.60 0 -.60
.00 -. co 0 -.07
.00 *.22 0
.07
.0
.22 O -.
7
.00 -. 22 0 -. 97
.00 -. 22 0 -. 37
.00 -. 22 0 -. 37
.00 -. 22 IV
'0
-J U.'S
-a
0 2C1S9RC5035 0
(RN0321) 10/27/07 USIII03 QO41 RESTRAINT LOAD
SUMMARY
MZle/N4 OAIU/54 TITLE g PREONWATR 'FM-SYSTEM -
$S IS TO XI NEOJBCT UNSSER a 23430001 IROBLRH NUMBER : 2Cl55RC503S USER I VAMR LOAD CASE I
LOCAL FORCRS(LB)
I LOCAL tOHSETS (VT-L,)
DATA TYPE LOAD TITLE IT 014 BAD RLS301 YORHV 1
ORJN UPSET?
I UPSETS FAULT?
I FAULT-040 BSI rVMolsmooo MORMP JORffJ
_-175 UPSSTP UPSETN
-17 PAOLTP PAOLTN
-11 VA
HM l7247
.2069 12901
.4614 0
D 0
0 0
0 0
0 0
0 0
00 0
0 0
0 0
0 0
4 0
0 0
0 0
0 0
0 0
01 0
01 OIRZCTION COSIMOS NC COs COS CoO Cos Cos COs COS COS CoS AX AY AZ eX by as CZ CY CZ 0 -.54
.00
..14 O -. 04
.00
..04 O -. S4
.00
-. 84 O *.S4
.00
-. 04 0 -. S4
.00
-. 34 0 -. S4
.00
-. S4 0.00 1.00
.00 O
.00 1.00
.00 0
.00 1.00
.00 a
.00 1.00
.00 0
.00 1.00
.00 0
.00 1.00
.00 0
to 71>
0 0
710 la 0
0t '
fs I o0 13 SIR.
?W9014LS04Ll MORNY
-91S 7
o 1.r0roLT11r - 9157
° VAULTP 0
FAULTN
- IS-1 Ot lAD FMPOH1OLSOOO NDRHP 7149 ORNJ
.<4482 UPSRTP 4244 UPSRTN
-7137 tAULTP 0402 VAULTN
-SS 0
0 0
0 0
0 0
0 0
0 0
oo1 a
a 0
0 0
0 0
0 0
01 o
.00 1.00
.e o
.oo 1.00
.00 0.00 1.00
.00 o
.oo 1.00
.o0 0
.00 1.00
.00 0
.00 1.0o
.00 0 1.00 2.0
.:0 0
.00 1.00
.00 0
.00 1.00
.00 0
.00 1.00
.00 0
.00 1.00
.00 o
.o0 1.00
.00 0
.00 1.00
.0o 0
.00 1.00
.00 0
.00 1.00
.00 0
.00 1.00
.00 0 1.00 1.00
.00 0 1.00
.00
.00 0 1.00
.00
.0o 0 1.00
.00
.00 0 1.00
.00
.00 0 1.00
.OD
.00 055 SPR IK901is2ooot o-RN
_ 4
°-
t:
U PSET?
1 \\u UPSSTN
-67z-:
~Ib fAULTP O
0 FAULTN
-0s,6 o
090 RAO rV90140LS004 ft
-s 3
°0 Im 10 0
MORNS UPSET?,
l)tSRTJ VAULT?
FAULTS 244
- 117711 4
117 71
.2 9174 0
0 01
2ci~ticstis A L1o1/m4 OAEu/64 I3NO32l1 10/27/m7 R30321 RESTRAINT LOAD
SUMMARY
TITLE s
XVEEVATER *VPV SYS7JH -
SO It tO F7 PROJECT NUMBER
, 23430001 P103LKM FVODER i 2CI5tRCS03S UiS a rA vA LOD CASS I
LOCAL VORCESCLS)
LOCAL MOMENTS EVT-LB)
DIRECTION COSINNS DATh TYPE LOAD TITLE PT IDA RAD VWsoO4KLSO1I WORNP I
YIORMN
_ ar VP$SZT 61 UPSETS El3 FAULTS
-oc FAULTY
-170 PA Fs PC
' *A Ma NC COS Cos Cos CoS CoS CoS Cos COS Cos AX AT AZ SX BY RZ CX CY Cs 0
11 a
0 0
0 0
0a 0
0 0
0 0
0 0
0 a0 0o
°e 110 Agc PEE 14-7 WORMP NORMN UPSET?
S PSITS FAULTs VAULTs O
.00
.00 1.00 0
.00
.00 1.00 0
.00
.00 1.00 0
.00
.00 1.00 0
.00
.00 1.00 o
.oO
.00 2.00 25430 1.00
.00
.00
.00 1.00
.00
.00
.00 1.00
. 12 11 1 1. 0 0
.0 a.a00
.0 1.0.0.a0
.00
.00 1.00 32021 1.00
.00
.. 0
.00 1.00
.00
.00
.00 1.00
.38424 1.00
.00
.00
.00 1.00
.00
.00
.00 1.00 49S04 1.00
.00
.00
.00 2.00
.00
.00
.00 1.00
-47931 1.00
.00
.00
.00 1.00
.0e
.00
.00 1.00 x
p
~15
.3054 :
11,0
- 510
-42I03 20934
-00042 1402 10T0
.4405
.10 2100 21724
.7248
-3032 2344 24044
-1221
-0279 408 14
.2 12 3 0 10207
-25200 10000
-20040 24
-51323 27 0
.744.:
44700
-.3P04 027 5KS PV3O143LS012 WORN?
UPRET?
1497 UPSETK
-16t7 FaVLT!
3445 VAULTS
-3405 042 BOB ry0014OLS00 SORM?
DOSE!!
6746 UPSXTS
.6746 VAuLT?
14470 VAULTN
-14476 000 SBu P9901491,0001 a
01 0
e 0
001 0I0 I
e0 0 -.00
.00 -.01 0 -. 94
.00 -. 01 a
-. 5S
.00 -.
01 0 -. 50
.00 -.
91 0
0 0
0 11 0
e 0
0
- .0 1oo.00 e
0
.00 I.0 0
0
.00 1.00
.0 o
o0e 1.0
.00e NORMP 510x113 UPSET?
FAULTP FAULTS 050 50s PW9014NL5002 NORNM VPS3ET VP2ZTW_
VAOLT!
FAULTY I DI 0074 40o14 2270
.4071 0
0 0
0 0
0 0
0 0
0 0
0 0
0 00 0
0 0
0 1.00
.0o
.00 0 1.00Q
- .00
- .00 0 1.0
.0o.e o
- 0 0012 Ius 0
.20*
.00
-. 50 0.1 0
.0 0
. 00 0
.10.00
-. 05
1 (330312 10/27/17 RR03S1 8.&0*--stt-2CIS5XCi031 RESTIAIIT LOAD
SUMMARY
TITL3 o PRXDWAY~i
?3 SYSTEM.
SO 1i To M7 PIOJvCl NUMBER 234)40011 PROBLEM JVNORE I 2CISlICS035 USSR a PAN%
LOAD CASS MElot/34 033v/s4 lATA TYPS LOAD TITLS VTT 080 Sul Y*90149LS003 NORMp WORMS UPSETP USI TU FAULtP FAULT-MH10ILC VERSION i4 Si MR0IlLC TERSION N4 Is ME101SA VIRSZON 34 ST LOCAL VORCESILI)
PA Ts rc 2845 0
0
'2081 0
0 SS03 0
0 S803 0
0 TO? OX 10/27/97 AT 14.07,08, SCOTIOXf TIHMS ARX ON 10/27/87 At 14.07,07, I LOCAL MOM3RKT (PT-LOI HA MD DIRECTION COSIXES HC CDx COS CDs Cos Cos co0 Cos COS COS AX A?
.00
.00 1.00 0
.00
.00 1.00 0
.00
.00 1.00 0
.00
.o0 1.00 IV 0
DO-ru 0
0 CPU-177181226 CpV-51 CPU-877361227 0
0 0
-J 0~
0N W4 IOQ 0r
%A 19
( I 3CIS1Cs038 TINsX ACTIONS oS IUPPOZTS & ANCRORS TITLE s VrSDNATBR *1W-SYSTEM -
SO 1S TO H7 VROJECT SUKRIX a 23410001 PROBLEM NUMBER. 2CIss0CS038 USSR a PAYI LOAD CASX a TINE1 0
0 NI1JeU154 0I15/4 1RP0707) 06/l7/9, 310707 PADE 1
DATA TYIP PA PT MAX rTiN imS Gal S.. a
-29339.
.243 0ot Ais
- 0.
.000
- 0.
.0co a0 1 AC
- 0.
.000
- 0.
.000 0O7 SAD 23126.
.317
-30494.
.386 011 RAD 14303.
.243
-15677.
.264 01o RAD 40438.
.252
-41177.
.28 014 RAD S1522.
.320
-S0500.
.376 024 lXD 34214.
.277
-31300.
.243 027 EN3 34172.
.295
-28981.
.329 042 SEE S2193.
.328
-63775.
.155 0SO 3S3 61104.
.236
-6116
.34A 0SS 851 29522.
.251
-37940.
.327 0SO 6wB 60719.
.210
-. 6425.
.315 LOCAL FORCES ILI NAZI TINE MNI
- a.
.UUU 0.
.000 138433.
.248
.140043.
.0 1
- 0.
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.000 Bl LOCAL M0MENTS IIST-L, PC NA Ns MAXZ TINS MAXI TINS MAX/
TINE miX Nix M1I
- 0.
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.08o
- 0.
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- 0.
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- 0.
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0 2C1SORCS03S TIMNS ACTIONS ON SUPPORTS S ANCHOMS LOCAL foicas (Li 14R101/R4 OA7U/54 (107071 06/17/38 170707 PAGE 2
VAT&
TYPE PA PT AXZ 7TIME NON 0aS RAD 33761.
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2CISSCS 035 REsT2AIsr LOAD SVKHARY TITLE 1DWATEIR
- -ri SYSTEM
- so I 2S T
97 PROJEcT NUMB53 s 234390oo PROILEM SUMJJ36, 2C1SSRCS035 USER PAVO LOAD CASE I
GLOBAL OCECZS (LB)
DATA TYPE LOAD TITLE VI VT PT GLOBAL MOMNI:S (FT-LI PI ME MY I
DIlPLACZKRRT (IN)
Mt DX DY DZ 001 ARC 11122Ns02013 STI
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1461070.
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CA 0
LI 1e Zt I 3 007 MAD HL5016 rTl TRBXZ SHRK3 THRIM TimEl YAULTP VAULTS 0o SCPD RLSo0s WTI TURK3 SgRKI TVRXC 55HXI YAUL~T V AULTS 011 SAD NLS014 Uri TRR3M2 TURIM TSRK3 TISN1 VAULTP FAULTS 01l RAD ULSO14 WrI TKRK2 TORN3 TERMS TYrHX FAULTP FAULTS 224.
1.13.
30714.
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0.
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2cIS9xcsO3S RESTRASRT LOAD
SUMMARY
- R10o/V4 aRVE/54 (UP07071 OC/17/93 YP0707 PAGE 5
TITLE u FEDYVATXR *r-F StSTES -
S0 1B TO M7 PROJECT NUMBS5 i 23438001 PROBLZN WNUMBSR a 2cl5sfCs35 uS1R i TANI LOAD CASK S
GLOBAL VOICES (LII TX TY GLObAL MOMENTS (FT-LE TZ I
H DATA TYPE LOAD TITLE PT 014 SAO RLS013 RT1M WTI THRIN)
TRRHM TINS2 VAULT P VAULTS 014 R&D YDS013 WT1 SHRH2 SHRH3 TEHCN SJHS1 WAUL7P
- AOLTX 21.
27304.
20141.
2S342.
f50221.
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$FR FNiat4amocaI WTI TERMI TRIH3 THEME TINS:
PAULT?
FAULTS 12 SF1 FNOI14HL500O WTI THEM)
THEME TIMES VAULIP VAULTS 081 RAO PSOO14MLEOO6 WTI THEM2 TRIH3 SYRHC TIMES FAVLT P rAuLTS 0.
0.
0.
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623
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I 0
113101134 0ANU/54 J3P0707) 04/17/90 390707 PADS 10 2CL5 RCS035 acSTRAISY LOAD SUHA1r TITLS IZSDVArTgl
-T-3S1S3C 30 3. TO M7 P1O~7CT SOMBRE3 s 23438001
?rOmLEN 3UMBER
- 2CIS91CS005 UJSR I PAY1 LOAD CASE I
GLOBAL FORCES (LB)
DATA TIPX LOAD TITLE TX IT PT GLOBAL 1OM:KTS (PT-LBI X
HiX MX H1 DISPLACEMENT (iN)
DX DY Dz 00s SIR Yu0014630004 W1T 0.
SYXH2 SH3EN TXX#18 TIMS1 FAULT?
e.
FAULTS 0.
95B IAD r*01X4L5004 Y11
-128.
T3112 18264.
1r3313 5016.
131114 13211.
TIMEX 53922.
TAULTP 10060.
FAULTS
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-. 000 1o0 I&D F30014ULS011 W11 13112 1rM33 TRIMS TSXS1 FAULTP FAULTS 110 AMC FIS M67 WT1 SH112
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-23 TIME1 254 FAULTP 255 FAULTS
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2 640 4.
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2C1595C5035 RESTRAINT LOAD
SUMMARY
TITLE s PEEDWATIR 1W9-SYSTEM -
S0 1 TO H7 PROJECT NUMER31 23438001 PEONLEK NUMBER i 2C1591CS03S USER I PAN I LOAD CAIN I
NElol0x4 0A12/S4 (St0707) 08/17/98 310707 PAGE 11 OLOBAL FORCES 1L,)
pi IY OLOBAL MOMENTS (PT-LB rHS Dx Y
DISPLACEMBET (tI)
HS DX Dy vZ DATA TYPE LORD TITLE PT 042 SFB Two014UL5soo Y167 TSRMO TIMEX TAOLTP FAULT?
050 SEN V190143LS081
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92119.
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92193.
a.
.921)2.
w cm P
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00 L
I0 "TX T.EMI TIM2X PACLTp PAULTS
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010 I4
-81I04, 05s SYs 7901051LS002 017 TRAIM TRRM3 TIMEX1 11312.
FAVLTP 11312.
FAULYN
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2C59RC5s035 SISTRAImr LOAD suOmAnY M2101/34 OARU/54 (HP07077 06/17/18 R3e707 PAOQ 12 TrlLx
. 7:SDWASR
- P-8 s11T0s SO 11 TO H1 PSOJICT SUH3,R
- a342800 p10OLIK 3U0MRM
. 2CISO1CSOIS0 USE:
PASI LOAD CASX LOCAL WORCISILS)
LOCAL HOKINTS (iT-LO)
DXRICTION COSINES DATA STPX LOAD TIlLS IA Fs IC KA MD NC CaI Cos Cos Cos Cos coB coB Cos Cos Pr AX AT 7AZ DX ST SE CZ CT CZ 001 AMC 111229302018 jib 1131
-281; -...
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21331 14D006 17101 49061 2S124 2671887 -.S7
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0 7
7 VAULTS
-36167
-142247
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-. 07
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0
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0 0
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0 a
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-14327 0
0 a
0 0
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0 0
0 0
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0 0
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0 0
0 0.1.00 00a
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0 0
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0 0
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a 0
0
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-18488 0
0 a
0 0-1.00
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-366 0
0 0
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0 0
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0
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U1X0I/N4 GA2V/5O IMP0707) 08/17/03 120707 PAGN 13 2ClSSRCS035 RRSTRAI T LOAD
SUMMARY
TITLS t 210DWAT1R 7
' BYSTSM
- sG 13 TO H7 lOJaCr NUMBER 2
23431001 PROBLSK WUXNIR i 2ClISRCS03S USER I
A1XI LOAD CAss I
LOCAL TOICSSMS)
LOCAL MONI$3S ITT-LA)
PrRICTION COSI0gs DATA SYPB LOAD TITL5 rA rT 014 AAD YL5013 7R3142
-28011 TURIM
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.4418 731RX3 413 TRIM3 4123 73R"4 4844 Timul 33711 rALSTP 3
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2CISRCS 035 RZSTAAINT LOAD 8UKARY HIOII04 OAEU/54 Ctr07073 06/L7/t0 ff1070 PAoS 14 T1TLE TIEDW&TER 71
- SYsTE 30 lb TO "?
PROJECT XUMSER s 23430001 PROSLRK NUMBER a 2C2SS9CSO3S USLR a FAUt LOAD CASE I
LOCAL FORCIS (13)
LOCAL MOMENTS (FT-LB)
DIRECTION COSINES DATA TYPE LOAD TITLR PT PA Fs rc MA H4R NC COS COS COS COS COS COS COS COs Cox AX AY Az SX Tr Rs CX CY CZ 0is EP1 1590145100 4
,--I WTsIr7
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FAV YFT FAULTS 110 ARC ERN M.7 lfTl T11:11 TRIMC TINSl rAULTs FAULTS 027 SRS FNScIARLSO WTI TRRM2 THIN 3 TIMEl FAULTP PAULTS 100
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I I 2C159RCS03s RSNYTAINT LOAD VU)(MAlY TITLE 1 JSIDNATIR *rN-SYSTEM -8 13 TO M7 PROJECT PUMBER a 23439001 PRODLSH NUMBER, 2CI59RCS03S USSX I PANI LOAD CASE I
K1(021/14 OABV/i LOCAL FORCID(LI)
PA FS LOCAL 1OKIMIS 0
J11L.)
VC XA mg 0
14 (3P0707) 06/17/98 310707 7AOR iS DZRECTlON COSNIV2 N
MC CO0 COS Cos COS COS Cos Cos Cos Cos N
Z. P AY AZ DX By as CZ CT CZ e
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DATA TYPE LOAD TTLh PT 042 SND1
?NpoMLaysIeo RTI T7K2)2 TRRNH TsanS TlH4l S
FAULT?
I FAULSH s
050 AND F31014HL5001 WTI TERNz 3ERH3 TYRHC 71SN1 S
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PAULIN
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1104651) 00/11/98 3046S5 PAOE 2c16s1Cs035 RtSTRAIST LOAD
SUMMARY
TIlLT I 7SIDATER *'VW SYSTEM J
SO 22 TO MT PROJECT UMDESR o 23431001 PROBLEM WONDER s 20C29RCS025 USSR VaM!
LOAD CASE GLOBAL 7ORCED (LS)
DATA TYPE LOAD TITLE 71 FY PT GLOSAL tlOHINTS 4FT-Lz FE ME HY DISPLAC0M21OT (IN)
Mt DX DY DS 001 ANC 11122NS02013 WTI
- 11.
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PAULTS 181.
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( I 2Ci5sgC5035 RSSTXAlST LOAD 801A1X 03101/m4 GARU/S4 45045595 0/111/08 804955 FAGS 19 TTLZ R
YZKODWATSR -?g-STZtXh -
RO 1B TO K7 PROJRCT NUMNS1 t 23415001 PROBLIM DMOIER
, 2C159RC5035 U5X1 I WAEX LOAD CASE I
GLOBAL FORCdS tLN) rx FT GLOBAL MOCMSTS PT-LBI)
WZ HX1 MY 345 DVIPLACIINST 11N]
DX DY CZ DATA TY>X LOAD lTOLi FT 014 RAD NLS013
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I I 2C2S91CS035 RISYRAIST LOAD
SUMMARY
MEO01/14 GARI/66 (3046S0) 061111/S 30465 PAal 11 TITUSL PBDVATSRA -T SYSTSM
- JO 1S TD Y7 PROaECT NUMBER s 23438001 PROBLEM NUMBER a 2CISBRCSO2 USER I PAul LOAD CASE I
GLOBAL POBC16 (LS)
DATA TYPE LOAD TITLE
- X 7Y PT GLOBAL MONMNTS (FT-LL) rz IY MY Xl DISPLACEESWT (1N)
DS DY DC IDA BAD YK901XiLSo1I WTII
.7MAX imir rAULTP PAULTH a.
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-PU-6181311 80 IB TO 117 i 23431501 i 2CISSlCS*35 I PAUX 0
3(1101/NI GAUU/54 GLOBAL 110M1107 IFT-LI PR MY MI 0
(30463,2 00/11/28 804GS9 tAGN 12 2
DISPLACEMENT (IN)
Hz DX VT DE GLOBAL PORChS ILE)
PX Ir DATA TYPE LOAD 1I LN PT 000 lAD PU1014RLS003 WTI R5MlI JMtAX 3M U FAULTP tAVLTN 0.
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41 2C1S7RCS035 RESTRAINT LOAD
SUMMARY
301102/14 OAZU/54 (5046532 00/11/,8 504659 PAGE 13 TITLE
& VREPEATsR '*W SYSTrK - J0 1R TO M7 PROJECT BOMR I 23438001 PROBLEM NUMBER. 2CzstRCsOas USIR I PASI LOAD CASK I
LOCAL FORC3SSLS)
LOCAL MOHIPTS (PT-LO)
DIRICTIOR CORINNS DATA TSPE LOAD TITLE 601 AnC IRl22N3VS3OZ TSNIH YAULTP
¢eAUL PA Fs rc MAN No RC CoS CO$
CoS CoS COR CoS COS COO COS AX AT Az 21 aY
- 2 1 0
-01 0 007 SAD RLSOLS 7E BD L51 WTl TIRNI JMAX imix VAULTP VAOLTK 00l OlD SL OSS1 WTI JUNIV ZAULTP VAULTV o0l RAD P
LSolo WTIORI 71S1 THRML J"Jl FAULTS FAULTS 011 SAD VLSci3 TIs TURML JMAZ Jmil FAULTV FAULTN 01 RD L51 I~as TSOR^
JAVLl
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.00 021 lAD OIL502O WTI TIMILX 71ZMIL2 TI1MEL)
LOCA 012 lAD NLSOXO ITI TIMELI 7 1142t, T1041L3 Loca 014 R&D ML5013 UrTX TIMILI TIMSL2 TIMIL3 LOCA 213 27 63 27 000 27936 27000
-387 20$44 21738 20013 21738
-109 20944 21255 20435 21235 0
0 0
0 0
0 001 a
0 0
0 0
0 0
0 0
e 0
e e
0 a
0 0
a 0
0 a
0 0
0 00.
a 0
0 0
0 0
0 0
0 0
0 0-1.00
.00
.00 0-1.00
.00
.00 0-.00o
.00
.00 0.1.00
.0o
.00 0-1.00
.00
.00 0 -.. 0
.00 -. 80 0 -.. 6
.00 -. 30 0 -.40
.00
-. 60 0 -.
97 00 -. 22 0 -. 97 00 -. 22 0 -. 97
.00 -.
22 0 -. 3 7
.00..22 9.
0:
mvIOIjx4 OAOIU/54 2ciBslcso3s RESTRAINT LOAD SUNNAIT TITLE F32DNATIP VUW SYSTON -
SO it TO H7 PIO3ECT NUMBER & 23438001 PROBLEM NUMBER1 i 2CISORC5O35 USER I PANI LOAD CASE I
(L23226) OS/21/gI LJ3226 PAGB is LOCAL VORCES(LB)
PA tS LOCAL MOMENTS (PT-LN)
PC "A
MK DATA TYPE LOAD TITLE PT 014 RAD NLS*13 WIl TINELI TIMRL2 TICL3 Loch DIRZCTIOw COSINES NC COS COS COS COS COS COs COS COS COS Al AT Al eX BT uS CZ CY CS 521 1417?
1t023 14214 14214 0
0 0
0 e
0 0
0 0
I0 0
II 0
0 0 -
54
.00 0 - 54
.00
-.54
.00 O -. 54
.00 O -.54
.00
- 4
-.04
-.04 p
10 0
-a 040 spa FV9014SH0001 WTL1
-I isI T S1NL2 MINR LI LOCA 13
$RA 7NS014RL500Q WTI I
TISNLl
- J TINILI TXNZ OL3 LOCA 065 RAD 709014NL3000 WTI
-44 7 0
TINSLI 43- 0 0
TINIL1 4308 0
TINSLI 2
0 LOCA 0
0
.00 1.00
.00 0
.00 1.00
.00 0
00 0
0 0
a 0
0 0
.oo 1.00 0.00 1.00 0
.0o 1.00 0
.00 1.00 0
.00 1.00
.0o
.oo
.0o
.0e
.oo 0
.00 1.00
.0o o
-J
~0
.0 Ii Ise R&D 110014NL5004 WTI TIMELl TIMEL2 TINCL3 LOCA
.117
.122 1040 1102 0
0 0
0 0
0 0
0 0
0 01 0
0 0 1.00 D00 0 1.00.00 a 1.00
.00 0 1.00
.00 0 1.00
.00
.0o
.00
.00
.oo
.00
0 2CLIS91CS035 RERKRAINT LOAD
SUMMARY
MR1ol/9O oAID/S4 1L13322) 05/31/98 LJ3322 PAOg 17 55TLS
, YXNDWAT11 *FV-SYSTKM
- 80 It TO H7 PROISCT SNMBER g 234)9001 PROWLIH MOUYBR v 2ClSSRCS03S Ut a PAX:
LOAD CASK a
LOCAL FORCIK(LB)
LOCAL MOE7TS (FT-L)
DIRECTION COsZMSs DATX TYPX LOAD TITLI PT I0A RAD FvV014HLSOll WTI TXM4L2 TINZL3 LOCA 110 AMC PIN M.7 WTI TIHXLI
, TIMZL2 TIHZL3 LOCA 001 RhD CENTER SC PA Fe rC MA ND NC coo ACos Coscoo Coo CY Co c
CoY CoS Ax AY AZ ax Ky St Cx CY Cs 109 1429 1902 OS13 1902 00 00 00 0
0 00 0
.00
.00 1.00 O
.00
.00 1.00 o
.00
.e0 1.O0 a
.00
.00 1.00 o
.oo
.00 2.00 r.-
1-
-21 925
.2421
-20 1170 317 1144 429 1193 367 1193 429 4791 3690 3433 2954 29 612 713 713
.9012 1. 0o.e 0.00
.00 1. 00.00.00.o 0 1. 00 4940 1.00
.O0.00
.00 1.00.0o
.00
.00 1.00 4)2 1.00
.00
.00
.00 1.00 O0
.0.0 00o 1.00 5134 1.00
.00.00
- o. 1.00.00.0o o0 1.00 5134 1.00
.00
.00
.00 1.00
.00
.00
.00 1.00 311 TIMILI TNKIL3 LOCA 001 XAD CzNTsx So WTI TIZZLI TIMEL2 TOWZL3 LOCA 00I RAD CKITIR S0 WTI SIHXL1 TXINZL2 LOCA 001 IAR CKNTSZ 80 I31 SltZLl TSZNL2 TOWIL3 LOCA 19140 10290 10290 0
0 0
0 0
0 0
0 e
0 0
0 0
0 1.00
.00
.00 0 1.00
.00
.00 0
1.00
.00
.00 a
1.00
.o0
.0o 1s9I 0 10391 1230 24330 0
I 00 0
0 0
00 0
0.00 1.00
.00 0.00 1.00
.00 0
. 0 0 1. 0 0
. 0o 0
. 0 0 1. 0 0
. 0 0 17459 17476 1%704 0
0 01 0
0 0
II 0
0 4
.00
.00 1.00 0
.00
.00 1.00 0
.00
.00 1.00 0
.00
.00 1.00
-3 I T.
0 0
0 0
0 a
90411 924978 92417 0
0 0
0 0 1:.00
.00
.00 a
1.02 0
0 0 1.00
.00.00
0 ILJ3226t) 05/21/$a 5J322C PADS iS 2CISOIC5030 IESTRAINT LOAD SBOMART 75SLs
, FE2DNLTIA *FU*- SYSTS S0 13 TO 367 PIOJECT MUND3R s 23438001 PIOBLIM NU4SZR v 2C157RCS350 USSR I PAXI LOAD CASE a
tuflel/M4 OAbX/14 LOCAL FORCSStLS)
PA Ps LOCAL NOMENTS (FT-LO)
PC MA MD DATA TYPE LOAD TiSLS 001 RAR CNNTER 10 WTI TINILL T2NSL2 TIMEL3 LOCA D01 RAR CEETER SO WTI TIOLC T!NEL2 TINIL3 LOCA 027 SRS P73014KLS012 TINULI TlX3L2 TINSLI LOCA 042 820 T?9014HL5009 WTINL
0 0
0 0
0 0
7424 L1732 llSo L2692 12 42 361 300 3050 4014 3707 3702 401l 0
e e
e e
0 0
0 0
0 0
e e
303783 300135 2008s2 303862 181440 174029 203800 ll}llC 0
0 0
0 0
a a
0 0
0 0
a 0
0 a
0 D2RICSTION 008131 NC COS COS COO COO COS COs Cos COS COS AZ AY AZ eX SY DX Cl CY CZ 0
.00 1.00
.00 0
.00 1.00
.00 0
.00 1.00
.00 0
.00 1.00
.00 0
.00
.00 1.O0 0
.00
.00 1.00 0
.00
.00 1.00 O
.00
.00 1.00 0 -. 00
.00 -.81 0 -. 5
.00 -. a1 0
Ss
.00 -.
01 0 -. 58
.00 -. 81 0
.0o 1.00
.00 a
.00 1.00
.00 0
.00 1.00
.00 0
.00 1.00
.00 0 1.00
.00
.00 0 1.00
.00
.00 0 1.00
.00
.00 0 1.00
.00
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.30
.00 -._
0
.o 0
.00 -. 80 0
.20
.00 -. 00 0
.30
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00 CA 5
0
-J 1~
a 10 i
00 aI Q0
0 0
(LJ3226) DS/22/PU LJ73226 PACE 10 2C269RCS035 RESTRAINT LOAD
SUMMARY
TITLE PEEDATSR
-?W-SYSTEM - 50 1R TO 47 SROJECT VUM39R s 23434001 PDROJLEN W30 NC1X 2CISIICS03S 0531 Ia F1X LOAD CASE I
82501/XM CARD/S4 LOCAL FORCESRL)I VA Fs LOCAL MOMENTS I(T-LBI rc MA No DATA TYPE LOAD TITLE PT pug bum" rwu. Kbbuwj WTINLX TLOCL2 TINEL3 LOCA DIRECTION COSINES NC COS COS COs COS COS COS COS COC COS AX AT AS oX DT ox CX CT CZ S191 2753 1073 2750 0
I 0
0 0
0 0
00 o
.00
.00 1.00 O
.00
.00 1.00 0
.00
.00 1.00 0
.o0
.00 1.00 o
I 34 01-
-a0 0.
0I
CALCULATION SHEET PROJECT STP-SGR JOB NO 23438001 UECT FW-PIPING FRCMf S. G. lB Nob 1 v CALC NO RC5035-P-200 RO ORIGINATOR PANI
'-1:6 DATE 3 l I
SHEET NO Cf;K/X -
SZ;5
--.3/I94 SHENET REV DCP# 96-2843-2, SUPP. 0 page/10 4 Of DCN# 9704761 Page ///
of /5/
ATTACHMENT 3. 0 HEZB STRESS
SUMMARY
TOTAL NO OF SHEETS - 6
S IR140321) 10/27/S? 1N3021 A.--AJ 2CIS7RCS035 ALL PIPE BREAK LOCATIONS TITLI tRRDWATER *W-SYSTEM -
SO 2R S0 47 PSO:ECT PUNIER
- 22438001 PROBLRH NUMDER I 2C139RCS035 VEER I PANI LOAD CASS a ALL 011101/94 GAVU/54 CODE 3C3V75.
CLASS 2 IrON T!PE TO TITSL 002 TSOT 001 402 SNOT 403A TT
,02 00:2 TOOT MIA 0IA TOOT 501 502 TSOT 004 0o0 SEND 005
- rfo 005 IN BEND 00a e
007A TNC?
COlA 008 R CN 806 N eo8 14 lND 080 1 ED' B
r::
12 1 3 2 8 270 Ila 042 I804 0
8022 8022 0712 S990 3994 0223 6022 6131 6 37 1 6371 4312 7279 7337 7337 7314 EON RON 10 S.10 ALLOW r::
r^:,
17 21 48600 29 47 1451 1740 4800 14is 1083 5200 0200 48600 497 S95S 15040 23080 4*600 21013 20I2S 21912 20923 48600 13088 18471 23011 32022 29406 21144 27341 21344 27341 20406 118i 24412 10411 18023 32400 610 12223 8107 12238 32400 10460 12831 10400 18831 22400 es8 128I s GISS 12388 32400 a201 12678 13004 22)73 32400 15857 23904 13857 22994 22400 13320 22340 s
Vi..
07 v
0
-I a~.
0 h*
- - SXCXeDXD ALLOWABLE
ORCSDIS ALL t
PIPE GREAT LOCATIONS 3S1Io/M4 OAvU/S4 1RN0321) 10/27/97 310321 PRO----a" ELOMNTE CODE SCIW7S. CLASS 2 H
PROH TYtR SUN TO TMtL.
SON 5
Sam 1O 0.10 ALLOW PSI Paz Psi PS I 003 TROT 650 642 12104 3,2400 0os 5515 6340 12377 00s TROT
- 516 6360 12:77 32400 S
010 3 6272 6211 12524 m
010 R SEND 21 112 0 17842 3240 0
010 N
- 77s 11413 182is 0
010 H REID 677 1141 16240 3724400 010
- 7s30 133)5 a00 0 010 s TROT 7012.
7307 14306 32400 011 6177 0116 15173 011 TWO?
6177 0116 15173 32400 011 6496 7233 13735 0
01I5 TWO?
6406 7230 13735 32400 013 6201 7360 13S78 012 TWO?
6201 7360 13170 32400 013 6114 7676 13670 013 TOOT 7104
- 476 13070 32400 0135 6336 6713 104s 013A TRO?
6334 6713 15041 31400 014 6640 10272 14620 014 TWOO 6646 10272 16130 32400 016 6302 043 14425 015 TNOT 6 32 000 14421 32400 016 6707 14432 21130 016 TRO?
6421 10246 16:66 32400 016 6063 4620 10601 10 TROT 6063 4S16 10601 33600 020 1007 436S 10303 0
020 TWOT 1007 435 1436S2 33460 021 552 4160 10121 021 TWO?
5132 4101 10131 32400 0
22 S0O03 310 91010 EXCEEDED ALLOWABLE
S 2ClS155C5c-. ALI.
P1 0
1432,01/N4 ChIU/54 11030211 10/271/7 330322.1 ~
-4 r2rs BREAK LOCATIONS CODI SC3W7s, CLASS 2 TO TITLE 022 TOO e:s SEN 020 54 025 P OSAD eCsS 51 o
025 3 WG 027 025 TMOT 02?
027 TIc?
020 TNO?
030 0)5 TIG?
040 040.
TIC?
04ek 040 TOOT 042 sscs 042 TUG?
042k 04112.
TIC?
142 TIC?
04S n 041 I
- tAD0 045 S 041 S0 33as eIse 3QO
- RON la PSt PSI I.10 ALLOW PsI PsI 08403 22 0
22400 184 24 09015 lO IIS
- 140 1.2705 22400 4152 874S 14057 32400
.1150 5403 1501 it1 SI::
11184 22400
.4244 4310 1121 4
453 11212 32400 172 110 17101 172 10302 17101 22400 429 40 1121 S
421 112005 22400 442 Sf 11211 1430 03 12 122400 1102 40431140 10 4804 1240 20 0023 4878 11711 9
'0
- 0 C,
0 7111 6 91 S 451 15117 1 87 0 1870 4078 11711 32400 412 12020 4 12 1202 22400 0402 12310 140 1 2)15 22400 1250 12f773 22400 I21 St1 1573 11410 17082 32200 1450 10 to3 17 1
0450 11020 17220 324000 1101 4735 11:233 224a00 7212 410 22827 40 0%
O:
0 L-.5 ft G
I I
EXCEEDED ALLOWAULE
0 943101/P4 OAZU/54 ZCtlRC502S ALL PIPS OSKEa LOCATIONS (KN03223 11/27/97 330321 P&G&B-U.4 CODS SC3V70, CLASS 2 ELEMENT 30094 T1P5 yps TO S
TITLE 0a0 TUGT IS G
ND 060 3 060 94 tw 040 2 040 2 TWOT 060a
"'0A TROT "S
040 TUG?
070 070 TROT 080 085:
TUGT 08 OGIA TROT 007 087 TOOT 090 a 11 0g7 G SEND 090 E NQU 9
PSI 7212
'5s, 6551 6972 6972 7043
- s09 656 6 9S46
- 54se 6422 6422 7014 7014 6412 6412 6214 6214 6147 6147 6136 6161 3 32 401 6401 60s6 Box 10 9.10 ALLOW Paz PSI Psi 0415 12027
}4400 2246 6043 2214 6643 32600 121
- S10 1903
- 3010 40 1305 OlNO 32400 2507 9103 t406 lSIG 32400 6060 13931 6960 13021 32400 3100 15162 4402 11091 32400 4707 11273 4707 11273 32400 5004 1100 5004 I1S0:
32400 "0304 14976 10320 14974 32400 14797 21011 147V7 21011 32400 733s 136I1 7365 12001 22400 7061 14177 7962 14177 32460 0206 14404 0526 14404 32400 6452 14710 0412 14700 22400 9050 12113 16477 22169 32240 17112 2305 X7112 23004 22600 1S124 229
%0 0
0'f
-0 CZDEOD ALLOWABLE
2C1193CS3S2 ALL 041101134 CASIV/14 (auI021z, 10,27,97 RN0121 9103 319 FV91 8llas LOCATIONS CODI SCIV71. CLIOS 2 TO tlTLI 0901I TNOT Is I,
eses 031 9Si 303 TROT 1I Al 1los TNOT3 I:b S T*SYS 100 B D
109 3 SM 2e s 100 A S1 l0OA TIC 1101 ISAC lOAI OO lsex 113 SUN so*
9 303 10 9.16 ALLOW PSI Pt1
- 53 PSI
$244 4527 14771 32400 6420 6421 12248 6430 4423 12940 32400 7014 4s10 11974 1U14 4540 11S74 32400 7648
$506 16194 7614 8s00 16194 32404 4348 4401 121SO 1647 11414 12302 32400 4571 1ol 24C63 4171 1,118 244*9 32400 6490 12949 26339 6233 10101 17136 32400 6231 10400 16263 6231 16405 16636 32400
$388 9014 16204 62s8 9s16 13204 32400 6313 4407 13s91 6312 6607 32919 32400 1404 3073 19442 4434 3979 10432 32440 6724 2167 Sal1 6724 2167 4891 22400 7797
- 448 14245 7707
- 443 16245 32400 604?
9423 17870 v
(A 0;
NKC3O30D ALLOVIELS 40 0.
CALCULATION SHEET l
PROJECT STP-SGR JOB NO 23438001 4 h R
JECT Fw-PIPING FRpw S.G. iB n
,l IDAT I
CAC NO RCso3s-P-200 Ro ORIGINATOR PANT l
o DATE SHEET NO SHEET REV DCP# 96-2843-2, -UPP. 0 page /Irv of ATTACFMEN
- 4. 0 STRESS ISOMETRICS DCN# 9704761 Page //7of (51 TOTAL NO OF SHEETS -
It
LARGE DOCUMENT CROSS REFERENCE THE, FOLLOWING IMAGES(S)
RELATED TO STI
'DL/8&D 03 Nf 4-
.Dl8 / /b eDBq a 70S/
/19
- ?/
I(7 DOI q 9?308
&.264s ol4 6-I a-ce-g WILL BE AVAILABLE IN HARDCOPY UNTIL IMAGE LO(ATION IS UPDATED ON ORACLE.
G:RMSMLSCMflWGXREPMD DC s/9lo
CALCULATION SHEET PROJECT STP-SGR JOB NO 23438001 JECT FP-PXPIXNG FRCe S.C. iB
-rb
,'f7 I,
CALC NO RC5035-P-200 Ro ORIGINATOR PANI 'JI DATE ff I157 SHEET NO I
C<
- X 3/
Age SHEET REV I
DCP# 96-2843-2, "UPP. 0 pagetv of DCN# 9704761 Page 121 of 15/
ATTACIMENT 5. 0 LOCAL STRESS EVALUATIONS FOR IWAs TOTAL NO OF SHEETS -
0
CALCULATION SHEET PROJECT STP-SGR JOB NO 23438001 UBJECT FW-PZPING FRCM S.G. 1B TO K7 CALC NO RC5035-P-200 R0 ORIGINATOR PANI DATE:
SHEET NO SHEET REV DCP# 96-2843-2, SUPP. 0 page/7S' of DCN# 9704761 Page 12 of /51 NOTES FOR LOCAL STRESS EVALUATIONS AT INTEGRAL WELDED ATTACHMENTS (fWAs):
- 1. THE FOLLONING 3 CASES APPLY FOR EACH IWA EVALUATION lDESCRIPTION lLRADINSS CONSIDERED ALLOWABLE STRESS tl Ii I
I
'I IICASE 1 (PRIMARY UPSET)i wT + OBEI l
1.5 Sm llCASE 2 (PRIMARY FLTD.)l WT + HIGER OF (SSEI;l 3.0 Smz IL lLOCA; JET; DBA; WAT.l ll I
}A'OERJ llCASE 3 (PRIM.
+ SECY.
l WT + THRM + OBEI +
l 3.0 SI II UPSET)
OBESAM It JJ
- 2.
REDUCED PIPE WALL THICRNZSS TO CORRESPOND TO DM (2T) = 5 USED CONSERVATIVELY IF Dm1(2T) IS LESS THAN 5.
- 3. REDUCED ATlACHMENT DIAMETER USED CONSERVATIVELY FOR CIRCULAR ATTACHMENTS TO CORRESP2ND TO do/Do a 0.7 IF ACTUAL do/Do > 0.7 REDUCED ATrACIOHET DIMENSIONS USED CONSERVATIVELY FOR SQUARE ATTACHMENTS TO CORRESPMND TO Cl1/Dm OR C2/rM -
0.7 IF THE ACTUAL RATIOS ARE > 0.7 REDUCED ATrACIMENT DIMMENSIOS USED CONSERVATIVELY FOR RECTANGULAR ATTACHEMMTS TO CORRESPOND TO Cl/Dm OR C2/Dm -
0.5 IF THE ACTUAL RATIOS ARE > 0.5
- 5.
THE SH AND SA VALUES ARE ADJUSTED FOR MElOILS PROGRAM PURPOSES ONLY TO CORRESP)ND WITH THE USE OF 1.5Sm FOR PRIMARY UPSET & 3Sm FOR PRIMARY FAULTED AS WELL AS PRIMARY PLUS SECONDARY UPSET.
SH-1.5Sm/1.2 ;
REP: Calc.
Calc.
Calc.
Caic.
Calc.
No.
No.
No.
No.
No.
iTC-FW-9014-BLS001
- JC-FW-9014-HL5003
.TC-FW-9014 -1Li501Z eTC-F W-9014 -L5012 Tc-W-l 0l4 -HL5 015 Rev.
Rev.
Rev.
Rev.
Rev.
0 0
5 4
0
0 HSX@1/W4 GASU/54 0
01/26/18 QJ0700 1@---4 LOCAL STRESS ANALYSIS FOR PIPI3N SYSTIM I
N P
V T
I Mt a IB --------2.
- 3.
- 4.
.S---------6---------7-------.-
2 3
4 15 7
S 10 1 1
- 2 13 15 7
isI.,
17 20 212 22:
23:
24 25 26 27 2 S 29 30 3 1 32 33 34 35 36 3 7 3,
4 2 43 4 5 STPI SOR..WAS hMPWs:P ICA RLSOl2 027 3Ls012. o50 RLSO0 11 LDC VD.17.062.VT.0.637.C1.12
- 00.02.12 St.400t.CR CAS.O1.?RZ.4.20S0.SBC-I.9160.3M.21.4S~s.A.3O.27S.
P-240.. V-C 000. 00.VI-o0o.,NT.000000. MC. 00000..NL-@.
00, LOC LDC YD.17.063.VT.0.537,C1.12.600.C2C12.600.SIA.CIR.
CAPS.ViPRX-'.24l0.S3C.
S.
S5910.8U-21.2,SA.30.27S.
P.S9104Yc.V000.00,VL.ooo..XT.000000.NC.0.oOO
.NL.000.00.
LDC YD.17.003,¶fl.0.937.C1.12.600.C3.13.SOOSYA.CIR.
CASB.P.P.Rl4.7240.$SC.9.9160.3.3.21.62,SA.30.275.
P.15969,VC.0000.00,VL.OOO,NT.000000.NC.000000..SHL.OOO OO, LDC V.7063. VT-. 92 2, Cl. 13 600, Cl.12
- 0 0, SMA.01R.
CAS-UPAR21-4.7240.83C.10.302,SK-22.62S IA.30.275.
P.-OOOO.VC-1S2 O.0VL-0OOO,NT-00000.MC.16700.ML-00
- t00, LDC D6.S1.043.VT.0.931.Cl-12.409,Cl02.62
.30.A1.CZl, CAS.FA.WRI.21.30,SZEC.10.362.6S.21.42SSA.30.275, P.OOOOO.VC..4254.0.VL -OO..NT-000 00.O.4731034.L-OO.00.
LDC VD-17 063.VT.0.)37.C1-12 600,C2.12.600,RA.CIR.
CAS-PSPRI..7240,.1C-0.602.SI.-21.625,SA.30.275.
P.02977.VC.2121.00.VL.OOO..NT.000000.pC.32040.
.L.O00.00, VD.17.063.VS.0.937.Cl.0.7s0,C3.lO.750,*XA.CIR.
CAS-A, PR.7-2.220SSC.5.OSO*,.X21.62$.SA-30.27s.
P-277.4.VC-0000.00.VL.000.,T.-000000,MC.00000..ML-000.00.
LDC VD-17.063.VT.0.937.Cl-10.7S0.C2-10.7S0.IMA.CIR.
CAS-FA.PRI-27.220.SBC.5.6150,S2t1.226SIA.30.275.
1-47430.VC-OOaQ.00.VL-OOO..IT.000000orC.00000.1L.L00.o0.
VD.17.043.VT.0.937.C-12.600,C0.02.10.7.SNA.Ctl.
CAS-UP.PRI-.0.210,SBC.5.140.77.621.025.SA.3@.275.
P.4470.,VC.0000..0.VL.000..%T.
OO0000, MC.O00400.
- .L.00 0.04.
LOC VD-17.053.VT-0.937.Cl.12.600,C2.12.600.SXA.CCR.
CAO.UP.PR1.7.0240ss.SIC-14.79.E1-1.2S~A.3@.275.
LDC VD.17.043, VT.0.
37.CI12.1 so, C2.12. *OORA.CIR.
CAS-FAPRI-2S.U6.SBC.14.757.SR-21.625.SA-30.275.
PW-2782.VC-0000.00,VL-OOO..NT-000000,14C-00000..ML-000.00.
08 Nc LSOOX, 00 U L ScilI l
4LSO11 HL501O3 s RLSOIS t.2 T
- a 1w
-,t
@0 0"
42
'0
.. I Ia' 0
I_
1---------2---------.3---------4--------S---------I---------7.......
LOCAL SS1tSS ANALYSIS FOR PZtPG SSTI HlQI/fl4 GY/14 01/2(l 0J0700 t a
C.700-I S
P U
T I
m A
a 3..
.. 3...
.. 4.....
5.........4--w-
- 61 vv!i iA~
cj, 47 VD.27.0C1,VS.0. 137.Cl-t2. 100,C212 600.INA.C!R.
I Coo 40 CAS-PSPRV.7.0140,SRC.-1.7f,.l1.262
,SA.30.376.
5 t
4p P.ltlC.
VC-O0 0.00.L-0 0.,Il.U00000.HC.00000..iL.@00.O00, su Y5X25. IS7, V7.,1. a.
S.
C
.S7tS, C2-4.
000,05t.
R 52 CAS.17P.PRI..S6.CSC.6.3606.DN-21.125.Sa
.27S.
53 V*22000,YVC-600.00.VLI-i$60HT-OOaOO,.IC-43122.,tmL-63032.,
54 L11C 5C CAS-PA.PRX-I0.362.SBCC C-6.3008.21.C2$.SA.30.275, H{,t S7 Y.2 000 VC.6600.0O VL.6600.HT000000.,C.SI5132..EL.63132.,
S 0 LDC SO YP.31.2S7.VT-.@.43,CI-7.S7IS.C2.4.0000.SMA.IXC,0 40 CA; SS.
FRS.C. iCO sIc
- 3c70e CR2
- 621. A;.2.275.
C1 P!
2000.VC.6
.0.
V.6600.N?.O0000HC.63I32.
.NL.63232..
-- *---S-
- .... 72 I.........4 Mc-T : fI5Rc 1$
-jHo 54q,,JlrIcA1.JT r1Fl T-Zc 4 B
)eru
^
P
-SM.-ISeS Li LiA4 UScD IN LoAL SI7WrS ME VAW4T 4 4Ac.rL L-AbS'~t'~g A
- '/VAL
-.3 t~
u/
LOCAL STRESS ANALYSIS FOR PIPING SYSTEM llQEIl/4 OASO/St 01/26j/9 OJ0700
-A i
STP1 SOR.XWAS 1PWVRXB DP A MLSO1Il 027 YL5011, 0S0 UI.S001: 0o0 9e003: 009 RLSO1 SSTI SoR.IW SRC4,W 10A RLS012i 027 HL,501i ese 3L50011 000 HLS0013 009 H15015
SUMMARY
TABLX 911130 LOCAL CASE P.
I SECONDARY PRIMARY SICONDARY COMBINED ALLOWABLE MAX SREAR ALLOWABLE J
PRINARY ulk4 1
5.3
.0
.3
.0 5.6 26.0
.0 14.7
.0
- .1
.0 23.9 SI.$
.0
.0 1 9 I
1..3 Sl
.0 0
o 4
ls.e ss.1
.iI.....i..........
.0
.05o 43
.0
.0
-6
.7 0
3 7Q2
.0
-0
.:7
- 7.
24.0
.0
.0 x0 14sa1 28.7
- 04 01
.0 3.3.9
.0
.0 7.2 7.4
.0 1.3 21.0 S0
.0 14L Q---a:,
-T-5r-I~~
.e 117.
- .t
.0 i.oz 22.ss1.,.o
.0 W1rL501t 28.9
.0 O.2
.0 34.1 01.S
.0
.0
- 0
-J
%O 0
CALCULATION SHEET PROJECT STP-SGR JOB NO 23438001 JBJECT FW-PIPING FRCM S.G. lB 7
M A7
.e i,
CALC NO RC5035-P-200 RD ORIGINATOR PANT DATE 3
l I 8
SHEET NO
_, SEET REV DCP# 96-2843-2, SUPP. 0 pageiVq of DCN# 9704762 Page /27 of 151 ATTACHIMET 6. 0 EVALUATION OF GENERIC IWA CALCULATION TOTAL NO OF SHEETS -
/7-
DCPM96-2843-2; pge j1a of DCN#9704761; page JiZ of 151 Origiator: C.savani !
Title:
EVALUATIO)N OF GENERIC IWA CALCULATION This evaluation is to assess the fatigue effects on new and existing IWAs for the main feedwater (MEW) lines (4 loops). The pipe stress calculation revision is due to the SGR pipe modifications and the evaluation is in accordance with the commitments and requirements of reference 2.
The fatigue effects or piping systems are evaluated with EQ 10 and EQi 1 of ASME Section m NB3600 (see reference 2,3 & 4) based on thermal range and OBE range loads.
Based on a review of all the supports with IWAs (see attached tables) and a comparison of thermal/ OBE loads and stresses between:
- a.
the existing analysis (pre-SGR)
- b.
the new analysis (post.SGR)
- c.
the lobds for feedwater support FW-9012-HLSOIO selected in reference I for fatiguo evaluation (see reference 1);
the following two supports of Loop A are selected for evaluation: HL5001 and HLS006.
Based on the results cf this evaluation, it is concluded that the modifications made to the MFW (4 loops) due to the S OR modifications have no significant impact on the generic calculation (reference 1) performed to comply with the commitment made in reference 2, in regard to the elimination of arbitraxy intermediate breaks.
Note: The evaluation for design loads (weight, SSE, water hammer, etc.) has been performed for all supports with IWAs. See attachment 5, "Local Stress Evaluation for IWAs".
References:
- 1.
Calculation 2L029RC-9585, Rev 0; Fatigue Analysis for ASME 2/3 Piping with Integral Attachments.
- 2.
- 3.
ASME B&PV Code Case N-122, 1983.
- 4.
ASME B&PV Code CaseN-391, 1983.
- 5.
ASME B&PV Code Case N-318-4, 1989.
- 6.
ASME B&PV Code Case N-392-1, 1989.
DCP#96*2843 pageolIof DCN# 970476(;
Originator: C.Basavaraju Date:
EVALUATION OF GENERIC iWA CALCULATION Support No.: HL5006 (Data Point 85)
Code Case N-391 Methodolocay page /Zs Of I$l Pioel Stanchion Proverties Do :=18.0-in d 0 := 8.625-in h :=8.968.in d a AT := %(
2 rl AT:= X-(ro- _re)
- 4.
ro T :=0.937-in t :=0.54n Pipe OD & thickness Stanchion OD & thickness Moment armn length Stanchion outside & Inside radius do - 2.t rI =
2 AT-6.3 8 1 *in2 Z T '=24.5 'in 3 Calculate CN coefficent r:
2 T9.60S t
Ir=
- 0.534 d0 0 '0.479 Ac)p:=0.51 nl'-=1-01 112;=0.79 n 3 :=0.89 Run pipe properties C Npipe~A op (2iy) A IPn 2-,r n 3 A08 :=0.84 n1 :=0.85 t12.=0.8O U1 02 U3 CN~u:=Aoa.(2i')
- p rT C Npipe -3.221 n 3 :=0.54 C Nat -4.09 6 Stanchion properties C N :=4.096 Maximum of ! values Based on Reanalysis Support Loadt R ] := 7725-lbf R 2 ::- 11909*lbf O
R 1833.lbf Rsm.=328.lbf Theffnal positive load Therm;al negative load OBE Icad SAM kad S 10 :=8840-psi Sth:=6856-psi S 9 := 162.psi (i z)
Thermal + SAM range (EQ10 wifh SIF=1.0)
(i )
Thermal Normal (with SIF=1.0)
(wit)
OBE range (with SIF=1.0)
DCP#96-2843; pagel21i
-off DCN#970476/1 page 2l9of 151 Originator C.Bassvaralu Date:
EVALUATION OF GENERIC IWA CALCULATION Support No.: HL5006 (Data Point 85)
Code Case N-391 MethodolMo EQ10: Reference 1, page 152 &153 Reference 4 S. =
+C2-2 TMi FSrr Qi CA`MN SW AT +Z T
_17EaITT-TW C I.P0 D 0 D
24T
= 4985psi Not affected, use same value l.7-E-a (TT-Tw)
C 2,1-M
= 32071 psi Conservative, use same value
= S10 + S9 = 8840psi + 1062psi = 9902psi Qi =[(R1
- 2) 2-(Pobe+Rsam)]
Q I -11978*Ibf MN IZzQ p-h Q I
- = 1877'psi AT CN
-T.M
-1794 8 -psi MN - 107419-in-1bf S =4985.psi.- 32071 -psi+.t S902.psi+i 1 877.psi., 17948.psi S n = 66783 -psi
> 3Sm = 51l900psi EQ12:
Do C2~r=
S10= 88Mpsi<3Sm - O.K EQ13:
C.P 0 *D0 D0 2.T
-+ C 2 -'
yS y AT-<-
-. C U Che 0.7*E-a c4985psi + So = 4985psi + 1062ps3 = 6047psi < 3Sm - O.IC eck for ratcheting 0.8.29000 164.7<
-11 a 214.5 - O. K 0.7*28.6.07
DCP# W2844; page of DCN# 9704761 ; page 1 30 of___
Originator: QBasoraiu Date:
EfALUAflOH OF GENERIC 1WA CALCULATION Support No.: HL5006 (Data Point 85)
Code Case N-391 Methodologv EQii (Calculated for load pair 2:4, Highest usage factor)
Reference 1. page 1i3 -155 Reference 4 SP
+
1.2I T +D (
2-C 2-.M i) 2(-
)IIK3
-Ea JT I l
+
-EIa!T21
+SPT Sur =
Al tCZMT-+ 1.-7E a' ITT - T wl SPT=
-T`SNT KI D
= 1172psl Not affected, use same value I
K3 Ea-jT l 7284psi Conservative, use same value I I vE-a-lAT21
=2719psi Conservative, use same value I.7 E-a (TT-Tvr)
= 11846psi Conservative, use same value
^
IDo K2-C 2.- -1 *M ;
= 0.76Sh a 0.76(6856psD) = 5211 psi
{0.76 = [(440-300)1(440 - 70)J'2: load factor for transient for pair2:4)
Ql :=0.76.- R QI -2936.lbf MN:=Ql-h MN-26326*in-ibf QI
-T 460*psi CNbMN T
.4399-sii Ql CN.MN S
ATQ ZT 1.7-E-a.(TT-Tw)
460ps + 4399psl + 11846psi 16705pai KT :=2.0 SpT
K-SNT SyT:2.016706-psi SPT=33 4 12*psi Sp := 1172.psi + 7284-psi - 2719-psi + 5211 psi + 33412.psi S p = 49798 psi SALT 2 '(SP)
SALT:= 2.( 49 798-psi)
SALT-24899Psi
<30809psi from Ref 1, sheet 155 Usage factor < 0.635
DCP# 96-2843-2; page I2lL4of DCN# 970476/ ; I Originator. C.Basavaraiu Date:
EVALUATION OF GENERIC IWA CALCULATION Support No.: HL5001 (Data Point 958)
Code Case N-122 MethodoqoL page /3/ of i5 Plpef Rectangular Attachmn ant Properties D0 := 18.0.in t:=0.937-in
.. Do-r - 8.532-in LI :
9'.1n L I 4.75 -in Pipe OD & thickness Mean pipe radius Dimensions for 5/8" x 8" x 9.5" Wrapper Plate Calculate CT coefficent f
7::.-
T L2 in
-9.1)5 L
2 A2 -0.469 P I:=-1 P1I -0.557 P tI 2 = 0.261 > 0.075 Pj1xp2 < 0.075: Calculate reduced Ll, L2 P 1 0- 5 p 1 -0.274 2 = I L 1 :=p 1.r L I - 2336sin L 2 :=:p2 r L2 =2336in Ao :=2.2 E := 40-deg XO =O YO :=0.05 Thrust load constants X1 :=x 0tilog(A I)
Xi - -0.562 ii :=_ -(
cos(e)tY1-Ysil(e:)-
I-
.AL(X 1 sin(O) -Y Y.O~e C T:= 7.64 1.64
.P 1-0 2'q _
in - 0.76 CT-14.051 Al:=4.L I-L 2 A I -21.83 6
-n2 Based on Reanalysis Support Loads R 1 := 1751 1.lbf R 2 :=8418.Ibf R 0be:=3702.lbf Rsam:4244dlbf Themial maximum load Themial minimum load OBE load SAM load Pipe Stresses S10 := 5549-psi Sth:=2913.psi Sg ;=886-psi (i- )
Thermal + SAM range (EC10 with SIF=1.0)
(i M)
Thermal Normal (with SIF=1.0) i.2M OBE range
( ZF)
(with SIF=1.0)
GP DCP#96-2843-2; pagei7/25of.
Originator. C.Basavaraiu Date:
DCN# 9704761 ; page 132-of ISI 0
EVALUATION OF GENERIC IWA CALCULATION Support No.: HL5001 (Data Point 95B)
Code Case N-122 Methodplooa EQ10: Reference 1, pagt 152,153 & 161, 162 Reference 3 Sn =
2 T
+C2-I.Mi + Srg C2Tw She C 1.P 0.D 0 2.T Do 4 9 8 5psi Not affected, use ame value
= S10 +59 = 5549ps1 + 886psi = 6435ps!
W:=[(Ri -R2)+:1.(Robe+Rsar)]
W - 24985 *Ibf Sr~j=
C w -16077,psi S n := 4995-psi + 6435.psi - 16077-psi Sn 27497 psi c 3Sm= 51900psi O.K
r5;e. o7 DCP# 9682843-2; page1)of Originator. C.iBa~svaraiu lFate:
DCN# 9704761; page /33 of /
I EVALUATION OF GENERIC TWA CALCULATION Support No.: HL5001 (Data Point 958)
Code Case N-122 Methoioloov EQ1 I (Calculated for load pair 2:4, Highest usage factor)
Reference 1, page 15%, 153 & 161, 162 Reference 3 SP =
2K T
C
+ (K 2 C 2-Ml)+
1 (IV)-K3-Ea lT II + Iv E AT21 SP, Kr (1.5+0.571'2i1)-
Po. Do +Kji(Sni) +KlrE-aIjI-TWi soi =
K I.C I.P 0 D 0 D
2.T 2.1-) 3.Ea-IATII 2-c.1I -
Tv I K2C2.1 M Ki:=2.0 folrfill
= 1172psi Not affected, use samevalue
= 7284psi Conservative, use same value
= 2719psl Conservative, use same value
= 11846s
= 69B8pst Conservative, use same value 1.7
= 0.76Sth= 0.76(2913psi) = 2214psl
{0.76 =[(440 - 300y(440 - 70)J"2: load factor for tansient for pair 2:4) et weld on four sides (as-welded)
[K:.(1.5+0O.537.P 1i'22.y)- I]41172.psi -3204-psl W:=0.76*R1 W -13308 *Ibf S
r - 8564,psl A I Kj AjC w
17127 pii KI'E-a-IT 1-Twi
2 x6968ps1 13936psi SP:1 172*psi+.-22I4*psi *i 72U14*psi +271 9*psi+i-3204.psl + 17127*psi.. 13936.psi S P 47656 #psi Y-e SALT
2.(S P)
SALT:= 2 *(4 7656-psi)
S ALT-23828-psi
<30 809psi from Ref 1, sheet 155 Usage factor < 0.635
DCP# 96-2843-2, SU.?P. 0 page 211?
ofC DCN#i 9704761 page 134of /511 0
STP-I SGR ASSESSMENT OF IMPACT ON IWA GENERIC CALC. # RC9S8S MFW SYSTEM: M1:WA IWA#
C.SE PREVIOUS NEW CASE PREVIOUS NEW COMMENT LOADS LOADS
. STRESS STRESS LB LB PSI PSI HL5006 (85 Y RGD)
-4364
-5824 EQ.8 THMAX THMIN OE.ESAM OE.E 1612 1475 419 1594 7725'
.1 1909*
328 1833 EQ.10/l 1 14712 EQ.9B 6531 6413
/O"9,54tso 18S63' g ne 7202 U-EL5001 (95B X RGD)
W1.5010 (I OA ZRGD)
-595 ThMAX ThM.Mh OE.ESAM OLEE wr ThMAX TF1AIN OE:ESAM OLEE 11745
.6186 4173 3971
-976 17511 8418' 4244 3702 EQ.8 EQ.IO/I 1 6906 EQ.9B 7680 EQ.8 EQ.10/I1 19617 EQ.9B 6563 5765 c14,s8.6 11652 6926 ftt 6292
,*t 20608 6938 44t Asqw
-224
- 276 11289 1308 2902 2914 5714 1336 3600 3008 HL5002 (50 X SNB)
HL5005 (80 Z SNB)
INCLUDED IN GENERIC STUDY CALCN RC9585 wr Th.MAX TFMYN OL:ESAM OLE wrr TI-MAX TFMrN OIPESAM OE;E 1569 1561 1330 2110 EQ.8 EQ.1 011 7061 EQ.9B 6523 EQ.8 EQ.Glb11 13882 EQ.9B 6531 5687
/s o
'or,"
X*
12202*
6310 X Nvr/^,0 6140
/'
,z 16371 7014 5
lerolkly" 1668 2974 1257 2634 0
DCP# 96-2843-2, SUPP. 0 page J f. of9 DCN# 970-4761 page /35 of 1.5/
0 MFW SYSTEM: MFWB IWA#
CASE PREVIOUS NEW CASE PREVIOUS NEW COMMENT LOADS LOADS STRESS STRESS LB LB PSI PSI HL5011 (tOA Z RGD)
-211 101 EQ.8 THMAX THMIN OEESAM OB E
-1599
-9213 2085 2415 651
-10023 3312 2308 EQ.10/11 9500 EQ.9B 6096 5798 js'4,s*J0 9916 OF-6288 IgLeiiJ HL5012 (027 SK SNB)
'WI EQ.8 THMAX THMIN OEESAM O E EQ.IOll 11254 5650 10382 6724 756 1003 499 1622 EQ.9B 6364 1115001 (OS x SNB)
WI' THMAX THMIN OEESAM OEE EQ.8 EQ.10/l1 5404 6022
/9 °,*suO 5615 UJ<AD n212 L
A
/l, S, Do 1516 1957 1493 2977 EQ.9B 6594 HL5003 (080 Z SNB)
W'./
EQ.8 THMAX THMIN OEESAM OE.E EQ.10/11 13775 5781 14797 7014 1222 2951 1245 2581 EQ.9B 6643 HLS014 W'
(009 Y SPD)
-14523 EQ.8 6328
/&'-f,Vvaqb EQ.I0/1 I 6360 EQ.9B 6516 I
DCP9 96-2843-2, SUPP. 0 page Lu9 of DCN# 9704761 page 5 of /51 S
MFW SYSTEM: Mf WC IWA#
CASE PREVIOUS NEW CASE PREVIOUS NEW COMMENT LOADS LOADS STRESS STRESS LB LB PSI PSI 6290
-di s)
HLS012 (102 X ROD) wr 155 773 TMAX TEMIN OIESAM OIIE 23809 7315 4075 2463 18sgn 3136 3820 2523 EQ.8 EQ.10r l 3031 EQ.9B 6485 2850 6719 4U Af*VAIb
DCP# 96-2843-2, SUP. 0 page 11.
of DCN# 9704761 page 07 of 151 MFW SYSTEM: MFV1D IWA#
CASE PREVIOUS NEW CASE PREVIOUS NEW COMMENT LOADS LOADS STRESS STRESS LB LB PSI PSI 1,*,l.%ea so 111.007 (05 Z SNB) wT EQ.8 6106 N/l (VY)
Thnkx THM:1N OBECMM OBE EQ.0llI 2442 5841' 7483 693 2015 207 4187w EQ.9B 6523 HLS006 (097 Z SNB) 111.5014 (009 Y SPD)
OBE!;AM OBE EQ.8 EQ.I0/11 2396 2318 2084 1409 2590 EQ.9B 6506 6469 1445 7211 5689 5914
/v "#S4,w0 WT
-952B EQ.8 THMAX NEW tWA THMIN
- : INCREASES THMAX & THMIN: MAX. OR MIN. OF NORMAL & UPSET THERMALS ONLY (THRM I,2,3,4,&7)
CALCULATION SHEET PROJECT STP-SGR JOB NO 23438001 JBJECT FW-PIPING FRCt'1 S.G. ZB 7o0 M:7 lI I I CALC NO RC5035-P-200 RO ORIGINATOR PANX
'1:
DATE 3 V I-SHEET NO I
wf;;H5 3E/
SHET REV DCP# 96-2843-2, SUPP. 0 pagellt) of DCM# 9704761 Page 135of 15)l ATTACLM4T 7.0 FLUEDHEAD PENETRATION LOADINGS AND EVALUATION TOTAL NO OF SHEETS - 9
CALCULATION SHEET PROJECT STP-SGR JOB NO 23438001 JECT FW-PIPING FRCM S.G. lB 7-o /447 CALC NO RC5035-P-200 RO ORIGINATOR PANI DATE SHEET NO SHEET REV DCP# 96-2843-2, 'UPP. 0 page lI7-of DCN# 9704761 Page 135of is, ASSESSMENT OF IMPACT OF SGR MODIFICATION ON FLUED HEAD PENETRATION LOADS:
FLUED HEAD PENETFATION (M-7): (LOOP -B)
CASES WHERE ALLOPABLES ARE EXCEEDED ARE SUMMARIZED BELOW WITH JUSTIFICATION.
11 l
PREVIOUSLYl COmENT 11 11 1 ACTUAL/
lJUSTIFIED I1 11 IALLOWAB1.E ENVELOPED l1 11 1
1 LOADINGS l1 11 1
1
- I 11 I
It(NORMAL PRIM) l j
lIFA LB 78/6(00 725 l OK llV LB l 3633/74:47 6302 JIMA FT LB113677/69162*
115311 lIMB FT LBI 3303/4;Z130 125671 I
1I I (NORM PI!I+SEC)
II llFA LB l399114:.846 131296***, l OK llV LB 1204137118263*
123609 I
11 UKMA FT LBl13677/4C1976 146230 I
lIMB FT LB189151/21.0446 128S309 I
11 11 I
(UPSET PRIM) I I
lIFA LB l 15329/11517* 126660 1 OK II RV LB l 20295/:!0458 21768 II IMA FT LBl 28250/;! 8295 130408 II AMB FT LBl 51589/::78058163763
- EXCEEDED COUPONENT
- RESULTS ACCRPTABILI2Y BASED ON ENVELOPED LOADINGS USED IN CALC# 2L4691'C9962 REV. 2
DCP# 96-2843-2, SUIPP. 0 page 1113 of DCN# 9704761 page I4L) of 15 1 PENETRATION LOAD
SUMMARY
PENETRATION NO. M-7 LOADING OUTSIDE CTMT LOADS FA FD FC MA MB mC LB LB LB FT LB FT LB FT LB
.W
-32
-1219 0
8883 1
4852 TE 4486 122 49 a
79 0
TE-
-431 0
_17 0
-438 u349 08E 12895 4110 1959 9185 11705 24068 SSEI 25585 5703 3700 18788 22619 33427 OBESAM 124 637 13U5 0
14o 82041 aD SETL 512 1995 8St 0
26953 59538 WiT HAM 39838 S307 26931 2810 11808 27948 DBA 0
0 0
0 0
0 LOCA 0
0 0
0 0
0 WIND a9 101 5
0 90 1095 JET 0
0 0
0 0
0 RUPTURE
-2414
-18 4814 20
-7955 TE.
2898 1624 19484 0
4504 26831 TE.
39914
-2683
.983
.24511
-53243 9293 OBEI 1457 2149 4s3 5388 Wto 21585 SSB1 2799 3132 1038 106i8 1595 30684 OBE SAM 3484 65 293 a00 23347 674 BLD SETL 0
0 0
0 0
0o WAT HA
- !SS11t '
33 63
- 19121, 75442-35190.
3404; DBA
=
38 5s9 45378
-7963
-1485
-15275 LOCA 684 1193 429 3a58 713 5134 VND 0
0 0
0 0
0 c
_l_
JET 39=
157 278 2013 1009 1107 RUPTURE 0
a 0
0 0
0 INSID i+OUTSIDE LOADS
MUR LB LB LB FTLB FTLB FT LB LB FT LB oW
-78
-3833
-18 13S77 27 33303 833 3303 TE+
7384 1748 19533 0
5392 26831 19011 27387 TE.
40345
-20s3
-1000
.24811
-53681
-12942 2883 55219 O0E6 14352 6259 2452 14573 12513 45821 a722 47306 SSEI 28387 8835 4738 29454 24317 84091 10025 884 OBE SUM 3588 702 4248 98O 42987 8a78 4308 439 BW SETL 512 1995 8R 0
26953 s9538 2188 65355 WAT HAM
.5 10845 21514 8?12S2 48798 61990 24273 77671
=BA 1082
-459
-5378
-7983
-1485
-15275 5448 15345 LOCA
=
84 1193 4291 3858 713 5134 1268 5183 WND 8go 101
_6 0
90 1095 101 1099 JET 396O 157 278 2013 1009 1107 319 1498 RUPTURE
.220200 432b3 43268 151400 222917 222917 61190 315252 o
.78
-3633
- 18 13877 27
-3303 3833 3303 D+TEP+BS 7798 106 20413 13677 32372 83068 20413 89151 D+TEN+BS
- 39911
- 4321
-120
-10934
-26701 43293 4323 50865 D+ON+WVND
=
15329 9993 2475 28250 12630 50019 10295 i51589 0+0O+WND+TEP+BS 23049 6488 22870 28250 44975.
129782 23767 137354 D+O+IWND+TENOS 55182 10681 2577 25507 39304 90009 10987 98216 DSI ND57879 254231 32 122289 74365 151995 41388 169212
- SEE JUSTIFICATION FOR EXCEEDANCES
DCP# 96-2843-2, SUPP. O page lIt+ of DCN# 9704761 page / 41 of 15 1 PENETRATMO LOAD
SUMMARY
PENETRAMiON NO. M.7 D+SI+R 24 55738; 48024 194531 247261 2903111 73572 381338 PENlRATION ALLOWABLES FM MA VA MBA iB FT-LB LB FT-LB W
6962 7447 42130 D+TEP*BS MM414 40970 18263 D*TEN4OS 414e 40976 _m 183 250448 D*OI+WND 8517 2829 20458 17805 D+0O+tNDTEP4+BS M
8 63829 34015 4068 O+01+WD>+TEN.BS 629 4815 406829 D+SND}W H+LO 485I 78M31 4968 94739 D+SI.R 1
8_
7 31 4988 948739 ACTUAL TO ALLOWABLES RAllO
_ FPFA
.WA VNVA MBRIMBA D
0.130
- F.
0.48U 0.078 D.TEP+BS 0.186 0.334 1.18 Ia 0.342 D+TEN+BS 0.954 0.257 0.237 0.195 DEO1+WND I
1.800 0.995 0.503 0.290 D+.OI+WND+TP+BS 0.355 0.443 0.687
- 0.
R8 D+01+VW4D+TEN+BS 0.851 0.400 0.317 0.241 D+SIWND4WH+LO 0.733 0.155 0.03 Q0.179 D+SI+R
.s51o 0.247 0.141 0.40
- SEE JUSTIiCATION FOR EXCEEDANCES
CALCULATION SHEET PROJECT STP-SGR JOB NO 23438001 JECT FW-PIPING FRCM S.G. lB 7v
,417.
_GAR Ai 3 I I,-
CALC NO RC5035-P-200 RO ORIGINATOR PANT
-'_"4 DATE 3
I I l.Y SHEET NO aC//I 31, SHEET REV DCP# 96-2843-2, EUPP. 0 page/<L5 of DCN# 9704761 Page 4z-of (5 (
ATTACEZVNT 8.0 OTHER INFORMATION TOTAL NO OF SHEETS - 8
TVVfi 0r1..1)1A1A_')_ RTTP1,_ n nRae 172-6 of
'DCN# 9704761 Me 143 of (51 100% REVIEW DRAFT CALCULATION SHEET PROJECT South Texas Project SGRP DCP 96-2843-2
!,upp. 0 Page -' of JOB NUMBER 23438-100 DCN 9800456 Page -
of SUBJECT Hydraulic Transient Analysis of Feedwater Une Break in Conjunction with CALC NO. 6S135MC5668 Check Valve Slam BY J. M. Gilmer DATE 7/17/98 SHEETNO.
SHEET REV.
9.2 MFW, Loop B Results
-17.5
-51.2 F:
+43.0 BREAK LOCA11ION
+6.9 F2
+191.0 F8
-59.8
+69.2 1+44.0 F 7;
-49.2
+33.6 NOT TO SCALE roRcE IN Kips FI6UIIE 11-19. LOOP B REACTION FORCE DIAGRAM
DCP# 96-2843-2, SUPP. 0 page ma7l of-DOew' 7 7o47/
e- /*#4 bf 1i*/
Westinghouse Electric Corporation Energy Systems Box 355 Pittsburp~ PennSylvana 15230*0355 Mr. Ron Beck Project Manager, St=am Generator Bechtel Power Corporation 3325 Spectrum Drive ID-11-IF Frederick, Marylanc. 21703 WP-BEC-SGR-98-023 Bechtel Job: 2343 8-SC-00 1 3Y File: 9.58 February 25, 1998 SOUIH TEXAS PROJECT ELECTRIC GENERATING STATION UNIT I STEAM GENERATOR REPLACEMENT PROJECT RSG Feedwater and Auxiliary Feeds ater Nozzle Loads Ref 1.: BW-98-002, dated January 19, 1998 Ref. 2.: WP-BEC-.GR-98-008, dated January 23, 1998 Ref. 3.: Email Palm to Beck, dated February 24, 1998 Ref. 4.: Pensacola calculation Note NEE-98-019-CO, Revision 0, "Evaluation of South Texas I RSG MairvAuxiliarv Feedwater Nozzlc Loads", R. C. Johnson, 2/20198 Attn: Red Pernisi:
Westinghouse Pensacola has completed the evaluation of the RSG Feedwater and Auxiliary Feedwater nozzle loads provided by reference 1. Pensacola's evaluation, documented in reference 4, demonstrates that those nozzle loads are acceptable This transmittal conpletes project schedule activity WIWPP2030 Please contact me directly should you require any additional information.
Sincerely, S.A. Palm Project Manager SGR Installation cc:
R. Slover (Bechtel STP Site) IL J. Liddy (Bczhtel) 1L J. Wyblc Qk) IL F. Scapellato (W IL S. Achtor &Q PCI) IL R. Faller Cf Houston Sales Office) IL 140L,02/25/9
DCP# 96-2843-2, SUPP. 0 page n22 of Bechtel S
9801 Washingtonian Boulevard 0
Gaithersburg. Maryland 20873-5356 (301) 417.3000 DCN#970476i page /5cof f
- o f
73!
January 19, 1998
,BW-98-002 Mr. Steve Palm Manager, SG Replacement Projects Westinghouse Electric Corporation Energy Center Site 4350 Northern Pike Monroeville, PA 15146-2886 South Texas Project Electric Generating Station Unit I Steam Generator Replacement Project Bechtel Job Number 23438 Bechtel File Numbers 0650'SC-00 I, T0730
Subject:
Replacement Steam Generator Feedwater Nozzle Loads 0
Dear Mr. Palm:
Enclosed with this letter are Equipment Nozzle Load Summary sheets generated for the Loop A and B Feednater (FW) and Loop.B Auxiliary Feedwater (AF) nozzles on the replacement steam generators (RSG). Each of those nozzles have calculated loads which would exceed Westinghouse's previously provided alloiable values along a single axis and under a single load case. The remaining FW and AF nozzle loads meet the Westinghouse-provided RSG nozzle allowables.
Bechtel requests Westinghouse to review and provide us with written approval for the nozzle loadings tabulated in Enclosures 1, 2 and 3. A copy of the load summary sheets was faxed to Mr. F. Scapellato on January 16, 1998.
If you have any questions, please contact Mr. R. Pernisi at 301-228-6543.
Action Summarv:
Westinghouse is requested to review and provide written approval to Bechtel for increcsed RSG nozzle loads by January 23, 1998.
G 8eddel Eergy Coiporation
DCP# 96-2S43-2, SUPP. 0 page 1?1 of Mv~r. Steve Palm January 19, 1998 BW-98-002 Page 2 DCN# 9704761 pagec4 of
/L
' Sincerely, BECHTEL ENERGY CO RPORATION
/
R. L.,Bck I
Project Manager RLB:rah
Enclosures:
- 1) Calculation Sheet, Equipment Nozzle Load Summary, FW Nozzle Loop A, Jan. 5, 1998 - 1 sheet
- 2) Calculation Sheet, Equipment Nozzle Load Summary, FW Nozzle Loop B, Jan. 13, 1998 - I sheet
- 3) Calculation Sheet, Equipment Nozzle Load Summary, AF Nozzle Loop B, Dec. 17, 1997 - 1 sheet cc:
R. Slover, w/l R. Pernisi, w/o J. Liddy, w/o T. V. Sarma, w/o
IbC ep.4-b B-2 78t
'n 114 Dt;1tJ 97h40Tf A,147d 15i C _
C C M-7 ~
J 7
7 '
C
-t
- /g, CAL CULATION SHEET PROJECT STP-1 tJOB NO 23438001 UBJCT FEEDWATsR Fnl, SYSTmi - SG 1B TO m7 CALC NO 2C159RCS035 ORIGINATOR PANI DATE 13-JAN-98 SHEET NO _
SHEET REV 0
I 11 SECTION 4.2 EQUIPMENT NOZZLE LOAD S5MMARY ii NODE NUMBER N02 EQUIPMENT IL.
FW NOZZLE (LOOP-B)
- COSAX, COSAY, COSAZ:
-. 875
.000
-. 485
- COSEX, COSBY, COSBZ :
.000 -1.000
.000
- COSCX, COSCY, COSCZ :
-. 485
.000
.875 JkT AD NO2ZLE FORCE (LBS)
NOZZLE MOMEN (FT-LBS) i DCASE PA l
FB l
FC MA MB l
MC l
r, i
I 1-11 1
ll WEIGHTS 87.!
656.1
-153.!
-433.-
838.l 2887.1!
I2BP1 1 9061.1
-4495.1
-4641.1
-77008.1
-8927.1 -113974.11 JTHRM7 I 430.1
-5178. I- -13987.1 -110138.1 49926.1
-75963.11 lcs 1
4218.1 7038.1 5875.1 29961.1 27694.1 30386.11 iC6 1
6716.1 14401.1 9386.1 47808.l 44397.1 58356.]
IJET I
310.1 5788.1 588.1 1589.1 3749.1 19545.]
IITIMEl 1 23056.!
150110.1 18369.1 48079.1 92348.!
508120.1!
iLOAD i
ASLOhABLE FORCE (LBS)
I ALLOWABLE MOMENT (Ft-LBS) ll lCASE I
FA I
FB FC I
MA I
M I
MC
_.I
.I I
I!WEIGHTi 6000.!
16800.1 16800.!
30000.1 57000.1 57000.!!
ETHRM1 I 10000.1 50000.!
10000.1 125000.l 159083.1 291667.1!
aTHR7 I 10000.1 50000.1 10000.!
125000.1 159083.1 291667.1!
ICs I
48000.1 36000.1 36000.1 110000.1 144000.1 144000.11 fC6 j
92400.1 84000.1 84000.1 170000.1 200000.1 200000.11 lJET*VI 35000.!
260000.1 260000.1 118750.1 298417.1 298417.1 IITIME1 1 506000.!
358000.1 358000.! 1094000.1 644900.!
644900.!!
_ _ _ I _ _
_ _ _ I _
i ILOAD I
FORCE RATIOS l
MOMT RATIOS I
B ICASEI FAI F
FC MA M
Ml C l RE2fARMURKS jWEZGrcH2 0.015 l
0.039 l
0.009 1
0.014 1 0.015 l
0.051 l OK i
TMI l 0.906 I 0.090 I 0.464 I 0.616 I 0.056 0.391 I OK TI7 l
0.043 l 0.104 l
1.399 *l 0.881 l 0.314 0.260 l ICS I
0.088 I 0.196 j 0.163 0.272 I 0.192 I 0.211 2 OK IC6 I
0.073 1 0.171 1
0.112 1
0.281 1 0.222 1
0.292 1 OK lJET I 0.008 l 0.014 l
0.001 l
0.006 l 0.009 l
0.040 1 OK
!TI1l 0.046 l 0.418 l
0.052 0.044 l 0.144 1
0.787 1 OK za.
NOTES: CS -
SRSS
)P OBEI & OBESAM; C6 - SRSS OP SSEI & SSESAM TRW7 -
THERIL
- 32F; THERMAL 0 567F TXMrl WA rER HAMER DUE TO PIPS BREAK
- EXCEE,)ED ALLOWABLE (FOR WESTINGHOUSE REVIEW) o*
F W
- 7.
WAXA uSr.
92.
2
DCP# 96-2843-2, SUIP. 0 page 0171 of DCN# 9704761 page 84&of
- o Bechtel O
Interoffice Memora-7dum To P. Basavaraju M Nco.
0300, T0730 saga Jet Load Evaluations for DCP 96-2843-2 Date 06/02/98 FMM J. A. McCombie9 Oa Mechanical CoON TO R.E.Pernisi IC8-F R
6504 M. A. Silver A. Papadopoulos
- Pani, As per your request, the following reviews, which were performed in December 1997, are being resubmitted to you. Please note that the results from these evaluations were previously transmitted tc you via fax dated December 2, 1997 and e-mails, dated December 3 and 4, 1997.
I) STP Calctlation MC5360 discussed various postulated line breaks, which included Event 12"-RC-1322-1OB-0034C. This event identified two impacted targets: feedwaterlines 16" &
18" FW-1016-GA2. The calculation also noted that the distance between the line break and the listed targets was over 20 feet.
Calculation MC53 11, Revision 2 (It is currently Revision 4), however, superseded Calculation MVIC5360. In Calculation MC5311 neither Event 12"-RC-1322-1OB-0034C nor feedwaterlincs 16" & 18" FW-1016-GA2 are mentioned. Note that the criteria used in Calculation M[C531 1 only identified targets which were within 10 pipe diameters of the break.
Therefore, thc previously identified load on feedwater lines 16" & 18" FW-1016-GA2, due to Event 12"-RC-1322-IOB-0034C, are no longer applicable.
DCP# 96-2&43-2, SUPP. 0 page lb of DCN# 9704761 page J4-9of 15 June 2, 1993 Page 2
feedwater lines 16" & 18" FW-1014-GA2. The calculation also noted that the distance between the line break and the listed targets was approximately 18 feet.
Calculation MC5308, Revision 2 (It is currently Revision 3), however, superseded Calculation MC5359. In Calculation MC5308 neither Event 12"-RC-1221-IOB0022C nor feedwater tirnes 16" & 18" FW-1014-GA2 are mentioned. Note that the criteria used in Calculation 1MC5308 only identified targets which were within 10 pipe diameters of the break.
Therefore, the previously identified load on feedwater lines 16" & 18" FW-1014-GA2, due to Event 12"-RC'-1221-IOB-0022C, are no longer applicable.
feedwaterlin s 16' & 18" FW-1016.GA2. The calculation also noted that the distance between the line break and the listed targets was over 20 feet.
Calculation MC531 1, Revision 2 (It is currently Revision 4), however, superseded Calculation MC5360. In Calculation MC5311 neither Event 12"-RC-1322-IOB-0034C nor feedwater lincts 16" & 18"FW-I016-GA2 are mentioned. Note that the criteria used in Calculation MC531 1 only identified targets which were within 10 pipe diameters of the break.
Therefore, the previously identified loads on feedwater lines 16" & 18" FW-1016-GA2, due to Event 12"-ILC-1322-1OB-0034C, are no longer applicable.
I I
FEEDWATER PIPE WATERHAMMERALIALYSIS LOAD RECONCILIATON (BE1WEEN 75% 100%)
ATTArCHIINT i tswFT1.1 I BY: //..ate:7?47-4 CHKIXr&X2 O -Dats:j 71-1.1 I nLP A fiINITti SUPPORT DATA NEW FALLTED LOAD OJ DESIGN LOAD 0
REF. PPE SUPPORT REV.
COMMENTS MK PT.
DW THERM*Wt4
¢0ST P. S. CALC.
CALC No.
NO.
tWuM4wo06 CBS 4404.10.243 848DW-4e7 CFWsW4+I m
O.K DESIGN LOAD > NEW FAULTED (WH) LOAD FW044-M.011 IDA
+.sm05/9.50 4:- 14407 X.W014-H150o11 a
O.K DESIGN LOAD > NEW FAULTED (WH) LOAD FW-0144012 027 4&4.872
+A1 48Al 01I2il nm74e O.K. DESIGN LOAD > NEW FAULTED (WH) LOAD F04145009 c4 5-92 m QX.K DESIGN LUAU > NtW VAULTED (WH) LOAD
_9704W88 FW-90144L5001 050 t/e1t04 o41B109 ltw4014mtS t
7 O.K DESIGN LOAD> NEW FAULTED (WH) LOAD Fw-M44t.5sooz 0e5 4 +/37.4
.1-77.
.JCFW"1444=
4 O.K DESIGN LOAD > NEW FAULTED (WH) LOAD FW-901 44tso 080 4l9.7 414650 jc-FW-914-m 6
O.K DESIGN LOAD > NEW FAULTED (WH) LOAD 1__
704691 FW.101441.301 I
014 51=22.85.35 40.281.97.67 X.FIW-1014-I513 0
O.K DESIGN LOAD> NEW FAULTED (WH) LOAD FWt.10144M501 014 451S71-34214
+52277I.3,.405 JC*W-1014t51s3 o
O.K DESIGN LOAD > NEW FAULTED (WH) LOAD W-014-M01 040
-1.751
.1.751 C
8014M49H01 C O.K DESIGN LOAD > NEW FAULTED (WH) LOAD 70469 FW.601415008 013
.0157 w-157 C-0F4LS08s 4
O.K DESIGN LOAD > NEW FAULTED (WH) LOAD 9 0486 FW-00141-8014 005 4.750
.8158 JC-PW4014.HW4 2
O.K DESIGN LOAD > NEW FAULTED (WH) LOAD FW.101444SMS 00m
.14.52
.14.5s2 JC-W414-L3015 o
O.K DESIGN LOAD > NEW FAULTED (WH) LOAD FW1W014+4
.O4 98e 70.0801-54M W72.0 X-FnN-o 4M.5904 s
O.K DESIGN LOAD > NEW FAULTED (WH] LOAD FW.1014440O 007 433v.2.
45A851.35.491 01FW-l0l444L5L6 0 O.K DESIGN LOAD > NEW FAULTED (WH) LOAD E
Co
- 1. CHANGE IN MOVEMENTS DUE TO REVISED WATER HAIIMER TRANSIENT ANALYSIS FROM 75% TO 100%
IS NEGLIGIBLE AND DOES NOT IMPACT THE EXISTING PIPE SUPPORT DESIGN.
- 3. SUPPORTS NOT LISTED ABOVE HAVE BEEN REVISED TO INCORPORATE THE 1 D0% ANALYSIS LOADS.
ALmen No j
caic.
50-r-OnRY,.° Shett Ho.
I
CALCULATION SHEET PROJECT STP-SGR JOB NO 23438001
_UBJECT FV-fPlPING FRi2L S.G. lB 70 PWJ i - Age CALC NO RC5035-P-200 RO ORIGINATOR PA DATE SHEET NO SHEET REV DCP# 96-2843-2, 1-UPP. 0 page/1f4-of DCN# 9704761 Page.51 of 151 ATTACRMENT 60.0 MICROPICRE FILES LOG rile
- 1, Computer Output:
Pablo # 2, Ccmputer Output:
File # 3, Computer Output:
rile
- 4, Computer Output:
Fil # 5, Computer Output:
FLEXIBILITY (HF WS)-
WATER THAMER (KF WBI')
JET IMPINGEMENT (MPWBJ)l LOCA (MIWBL)I NAME HAMMER (MF'WBW7),
LECENO.
0-,-
0 ---
A s-I -- @
T :?.
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T F--z
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