ML20097A768
| ML20097A768 | |
| Person / Time | |
|---|---|
| Site: | Oyster Creek |
| Issue date: | 09/30/1983 |
| From: | MPR ASSOCIATES, INC. |
| To: | |
| Shared Package | |
| ML20097A738 | List: |
| References | |
| MPR-777, NUDOCS 8409130372 | |
| Download: ML20097A768 (111) | |
Text
{{#Wiki_filter:' [~; MPR ASSOCIATEO, INC. L. [L OYSTER CREEK [ NUCLEAR GENERATING STATION SEISMIC REANALYSIS OF [- CORE SPRAY SYSTEM PIPING MPR-777 [ [ [ [- [ . [ [ Prepared for: {- GPU Nuclear
. Parsippany, New Jersey
{ September 1983 B4091 0372 840904 ( PDR A K 05000219 PDR P [ 1050 CONNECTICUT AVENUE. N.W. WASHINGTON, D.C. 20036 202 659 2320 1
M PR ASSOCIATES. INC. l TABLE OF CONTENTS ) l I. INTRODUCTION + II.
SUMMARY
AND CONCLUSIONS III. DESIGN REQUIREMENTS l IV. DESCRIPTION OF ANALYSES V. APPENDICES A. Piping Configuration B. Material and Physical Properties C. Thermal Displacements D. Response Spectra E. Stress Analysis F. Microfiche Computer Output I I. I )
- I I
I I I - 1 I
F [. MPR AssoclATEs. INC.
- I. INTRODUCTION
( 'A. Purpose This report presents the results of a seismic reanalysis [ of'the Oyster Creek core spray system piping inside containment. The seismic reanalysis of the core spray { piping was performed in response to Section 4.11(1) of ( NUREG-0822 (Integrated Plant Safety Assessment - Systematic Evaluation Program - Oyster Creek Nuclear ( Generating Station) which requested in part that licensee (GPU Nuclear /JCP&L) perform seismic reanalysis { of two randomly selected small diameter piping systems ( to demonstrate the adequacy of the original piping and piping support design. The other piping system [ -selected for seismic reanalysis is the liquid poison system piping. Results of the seismic reanalysis of { the liquid poison piping are presented in MPR Report ( MPR-780. ( The Oyster Creek Facility Description and Safety Analysis Report (FDSAR) applied earthquake design requirements to two classes of systems and structures Class I for the more critical equipment required for safe shutdown and Class II for other equipment essential ( I.1 [ t _ - - _
to operation, but not required for shutdown. The core spray system was classified as Class I - Critical Equipment (Page V-3-6 of the FDSAR) under this method. This classification is not equivalent to one resulting from the more recent classi'fication methods contained in ANSI /ANS-52.1-1978, Nuclear' Safety Criteria for the Design of Stationary Boiling Water Reactor Plants, and the 1980 Edition (including Summer 1981 Addenda) of the ASME Code. In accordance with ANSI /ANS-52.1-1978, the core spray system piping is ASME Class 1 piping from the reactor vessel to the second isolation check valve, In which is the first check valve outside containment. accordance with the 1980 Edition (including Summer 1981 Addenda) of the ASME Code, Section III, Subarticle NB-3630, Class 1 piping (Subsection NB) may be analyzed to Class 2 requirements (Subsection NC) provided certain fatigue criteria are met. The core spray piping meets these fatigue criteria. Therefore, the seismic reanalysis of the core spray system piping inside containment was performed in accordance with the requirements of the 1980 Edition (including Summer 1981 Addenda) of the ASME Code, Section III, Subsection UC for Class 2 Components. The -1980 Edition (inclu0ing Summer 1981 Addenda) of the ASME I.2
4
- Code was_used in the seismic reanalysis of the core spray piping since the equations required for evaluation by this Code" are.available using an up-to-date computer program, PIPESD. Showing that the core spray piping meets-the applicable. requirements of the 1980 Edition (including Suinner 1981 Addenda) of the ASME Code is considered confirmation of the adequacy of'the original piping and piping support design.
4 5 1 A e i f i I 1 I I l ! I.3 l
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' M PR ASSOCIATES, INC.
s II.
SUMMARY
AND CONCLUSIONS
.A. Summary The core spray system piping was reanalyzed for. load combinations including operating basis earthquake (OBE) and safeEshutdown earthquake (SSE) in accordance with theirequirements of the 1980 Edition (including Summer
, 1981 Addenda) of the ASME Code, Section III, Sub-section NC. Results of these analyses are summarized below. l.- Core Spray System Piping Stresses Results of stress analyses for the core spray system piping are presented in Tables II-l and II-2. Table II-l presents stresses at the highest stressed locations of the core spray system piping due to each load component, i.e., internal pressure, deadweight, and seismic loads during OBE and SSE conditions. Table II-2 tabulates the ratio of the maximum calculated stresses in the
-core spray system piping to the applicable ASME Code allowables. Load combinations including OBE are evaluated to Level B Service Limits. - Load l ._
combinations including SSE are evaluated to Level C Service Limits. Use of Level C Service l: II.1 ' ( L
4 Limits is' conservative for SSE load combinations since Level D Service Limits were used and accepted for piping reanalyses in the Systematic Evaluation Program. As shown in Table II-2, all calculated stresses are below the ASME Code allowable values.
- 2. Snubber Loads Loads on the co'er spray piping snubbers during OBE and SSE conditions are presented in Table II-3.
As shown in Table II-3, all calculated snubber s .. r . loads are below the rated capacity of the
-snubbers.
B. Conclusion Based on=the results of analyses presented in this report and summarized in Tables II-l through II-3, the core spray system piping between the reactor vessel
" nozzles and containment penetrations meets the seismic stress analysis requirements of the 1980 Edition (including Summer 1981 Addenda).of the ASME Code, Section III, Subsection NC for Class .2 Components.
This confirms the adequacy of the original piping and
' piping support design.
II.2 s
h TABLE 11-1 STRESS ANALYSIS RESULTS FOR INDIVIDUAL LOAD COMP 0NENTS
- SOUTH LOOP
-PIPING PRESSURE DEADWEIGHT OCCASSIONAL LOAD STRESS LOCATION COMPONENT- STRESS STRESS (PSI)
(NOTE 1) (PSI) (PSI) 08E SSE 15 ' Safe 4792 1050 4565 7680 End 25 ' Elbow 5391 1134 2102 3531 125 Gate 5391 1063 2GGS 3386 Valve 150 Welded 5391 307 2524 4305 l'
. Tee 155 Check 5391 137 1946 3268 Valve NORTH LOOP PIPING PRESSURE DEADWEIGHT OCCASSIONAL LOAD STRESS LOCATION COMP 0NENT STRESS STRESS (PSI)
(NOTE 1). (PSI) (PSI) OBE SSE 15 Safe 4792 6334 1501 2545 End 430^ -Elbow 5391 l'152 2078 3416 125 Gate 5391 689 107.4 1789 Valve I 145 Welded 5391 370 877 1448 Tee 155 Check 5391 920 1282 2105 i Valve l NOTES:
- 1. Location numbers are shown in Figures IV-1 and IV-2.
f-i a v. - - - ~ , - . - - - , . , , ,--.ae,- ,,----.,-,,,.,,,,,.,,,+..,,.,.-.,,_,,,,,,,.m._,_ , , _ _ , , _ , , _ , , . , _ _ _ , , , ,
. n 9.,
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- TABLE II-2 i
< ^ c "
SUMMARY
OF/ STRESS ANALYSIS =RESULTS ASME CODE SECTION III, SUBSECTION NC FOR CLASS 2 COMPONENTS SOUTH LOOP .- -
--s PIPING EQUATION (9)
LOCATION COMPONENT STRESS RATIO (NOTE 2) (NOTE 1) , OBE SSE
- a 15 -
Safe , O.46 0.40
/ -
End ,, 25 . ' ' Elbow . 0.38 0.30 125 ' Gate 0.38 0.29 Valve 150 Welded 0.36 0.30
< Tee 155 Check 0.33 0.26 Valve NORTHLO4 I PIPING EQUATION (9)
/ LOCATION COMPONENT
~ '
STRESS RATIO (NOTE 1) (NOTE 2) OBE SSE 15 Safe 0.56 0.40 End
,- 430 ' F.1 bow 0.28 0.29 125 Gate 0.32 0.23 Valve 150 . Welded 0.29 0.21 Tee 155 ' Check 0.34 0.25 Valve it NOTES:
- 1. Location numbers are showc in Figures IV-1 and IV-2.
.2. Equation (9) is given in Section III of this report.
Allowable stress ratio is 1.0 e
.-- . .,,,.--e -,~- - - r--, -..,.-,.-ew. .--%.,,,..% --
. , w...-, + ~ - ,
s TABLE II-3 SURRY OF SNUBBER REACTION LOADS
- SOUTH LOOP SNUBBER OBE SSE RATED DESIGNATION LOAD LOAD LOAD (NOTE 1) (kips) (kips) (kips)
NZ-3. 57 1.0 1.8 10.0 NZ-3 58 0.7 1.3 10.0 NZ-3 59 0.5 1.1 10.0 NORTH LOOP SNUBBER OBE SSE RATED DESIGNATION LOAD LOAD LOAD (NOTE 1) (kips) (kips) (kips) NZ-3 52 1.7 2.8. 10.0 NZ-3 - 52 1.8 3.0 10 .0 NZ-3 53 0.9 1.4 10.0 NZ-3 54 0.5 0.9 10.0 _ NOTES,:
- 1. Snubber designations according to General Physics Drawing JCP-19440, I
Sheets 10 and 11, Rev. 3. i
. . _ . _ . . . . . . . _ . - . . . , _ , _ . _ . _ _ . _ . - _ _ . , . _ . _ _ , - - _ , _ _ . . . - _ _ _ . _ _ - _ . _ , . _ . ~ .
,,o c~ s
.\
M PR ASSOCIATES. INC. III. DESI N REQUIRE!iEN 5 o
.s A. Applicable Codes -
The core spray system piping was. originally furnished in accordance with the requirements of the 1955 Edition 4 of the American Standard Code for Pressure Piping, ASA
~
B31.1. The seismic analysis was based on the results of. scale-model shaker table tests performed by Brooklyn Polytechnic Institute. In this report, the seismic reanalysis of t,he core spray system piping will be in
'accordance with the+ requirements of the 1980 Edition (including Summer l'981 Addenda) of \ the ASME Code, Section III Subsection NC for Class 2 Components.
s B.- Materials ,
- 1. oAll Piping $.. SA-312 Type 316 SST or
. .SA-376 Type 316 SST, rc,
%g N C. D'rawings ,
\, -
- 1. . Piping . General Physics Corp. '
Drawing JCP-19440 t Sheet 110, Rev.?3.
' Sheet 11, Rev. 3. ,
Burns' & Roe Drawings. ,~ 213 8-10, Rev. ll. 2139-10, Rev. 11. s
- 2. Piping Supports Bergen-Paterson Drawings s ;. ,
103, Rev. 1 104, Rev 1 198, Rev. 2 199, Rev 2 200, Rev. 14- 201, Rev 1 J 456, Rev. It w 457, Re.v 2 458, Rev 2 459, Rev 2 7 e h y III.1
-m._ s 1
# ^* sh
- U , _ _ . - . _ _ _ _ _ . . . _ . . _ _ _ . . _ _ _ . _
l D. Loads l l The design and operating loads for the core spray I system piping are summarized below.
- 1. Internal Pressure Loads Po: Design internal pressure load from the reactor vessel safe ends to the check valves.
Pa: Core spray pump actuation pressure load.
- 2. Deadweight Loads D: Deadweight load of the piping, including the weight of water in the pipe, and the weight of the valves.
- 3. Seismic Loads -
E: Loads generated by operating banis earthquake (OBE). E': Loads generated by safe shutdown earthquake (SSE).
- 4. Thermal Loads To: Thermal effects and loads generated during normal plant operation.
E. Acceptance Criteria
- 1. Internal Pressure, Deadweight, and Seismic Loads The stresses due to load combinations including the OBE shall meet the requirements of Equation (9) of the ASME Code, Section III, Subsection NC.
P max D 'M A M'B 4
+ 0.75i 1.2 Sh U . .
III.2
The stresses due to load combinations including
- the SSE shall also meet the requirements of Equation (9),,except the allowable stress for this condition shall be 1.8 sh. ,
The above equation is identical to the equation used in the PIPESD computer program (Version 6.2), based on the 1974 ASME Code.
- 2. Definition of Terms Do = Outside diameter of pipe, in.
t n
= Nominal wall thickness, in.
= 3 Z Section Modulus,of pipe, in ,
i = Stress intensification factor. ~ P = Internal design pressure, psi. P,,x = Peak pressure, psi (design pressure used) . MA = Resultant moment loading on cross section due to weight and- other , sustained loads, in-lb. M3 =. Resultant moment loading on cross section due to occasional loads such as earthquake. Sh = Basic material allowable stress at maximum (hot) temperature. Sc = Basic material allowable stress at minimum (cold) temperature.
- 3. Allowable Stress Intensity Limits The allowable stress intensity limits at the maximum - (hot) temperature and minimum (cold)
III.3
. ~4,.- , - . - , , - , ~y--e, e - , - , - - - , - ,.----,,,-,-,,.--m
-_y
' temperature for the core spray system piping materials are obtained from Appendix I of Section
'III of the ASME Code.
Sh Sc Material at 135'F - 100'F SA-312 Type 316 SST 18,800 18,800 SA-376 Type 316 SST 18,800 18,800 O e 4 4
- e III.4
M PR ASSOCIATES. INC. IV. DESCRIPTION OF ANALYSES This section of the report describes the analyses that were performed-on the core spray system piping. The detailed calculations are given in Appendices A through E. Micro-fiche ~of the computer output data is given in Appendix F. A. Model The core spray system piping was evaluated using the
-finite element computer program PIPESD, Version 6.2.
The finite element models of the north and south loops are shown in Figures IV-1 and IV-2. Joint coordinates and support locations are summarized in Appendix A.
- 1. Snubber supports The snubber supports indicated in Figures IV-1 and IV-2 are either connected to the piping by a rigid link (i.e. , snubber NZ-3 S9) or connected directly to the pipe (i.e., snubber NZ-3 S2) . The pro-perties of the snubber supports were specified such that the snubber supports are capable of transmitting only tension / compression loads in the response spectra dynamic analyses. Snubbers provide no support in the pressure or deadweight loading. .
IV.1
- 2. Spring Supports
-The: springs hangers - indicated in Figures IV-1 and IV-2 were modeled by specifying the preload and 9
- spring stiffness. The cold spring preloads used
~in the core spray system piping analyses are tabulated below an'd are based on data from the spring 1 hanger drawings listed.in Section III.C of this report. (In the PIPESD seismic stress analy-2
'ses, the cold spring preloads were reduced by the loss in' spring load-due to the thermal expansion of the pipe and anchor displacements of the pipe ends during heatup of the reactor vessel to normal operating temperature as determined from the
~
spring hanger relaxation analyses.) Loss In Cold Preload Due Spring Spring. Spring to Thermal _ Preload Spring Designation' Preload Expansion for Analysis Stiffness (Note 1) (lbs) (lbs) (lbs) (1b/in) South Loop NZ-3 H7 3261.0 536.3 2724.7 1282.0
=NZ-3 H8 1251.0 115.3 1135.7 410.0 NZ-3 H9 502.0 41.0 461.0 43.8 NZ-3 H10 538.0 67.1 470.9 43.8 North Loop di 'NZ-3 H3 2602.0 1028.0 1574.0 964.0
- :NZ-3 H4 2102.0 964.9 1137.1 726.0 Notes:
(1) Spring designations refer to General-Physics Corp. Drawings JCP-19440, Sheets 10 and 11. IV.2
- 3. Valves As shown in Figures IV-1 and IV-2, the core spray system piping includes three valves in each loop; two check valves and one gate valve. The valve weights and the distance from the valve c.g. to the centerline of
-the pipe that were used in the analyses are tabulated below.
Valve C.G. Valve to Centerline Designation Valve Weight of Pipe (Note 1) Type (lbs) (inch) North Loop .
.V-20-17 1100.0 25.0 8" gate NZ-02-A 8" check 750.0 12.0 NZ-02-C 8" check 750.0 12.0 South Loop V-20-23 8" gate 1100.0 25.0 NZ-02-B 8" check 750.0 12.0 NZ-02-D 8" check 750.0 12.0 Notes:-
(1) Valve designations refer to Burns and Roe Valve List Drawing 2075.
- 4. ' Material and Section Properties Material-properties for the core spray system pip-ing are given in Appendix B and summarized below.
All core spray system piping materials are Type 316' stainless steel.. Properties are e. valuated at
- a. temperature of.135'F.
IV.3 1
* ' Modulus of Elasticity -- 27.95 x.10 6 psi Coefficient of Thermal -- 8.61 x 10-61n/in/*F
-Expansion
~*
Poisson's Ratio -- 0.3 Pipe section properties for the core spray system piping are calculated in Appendix B and tabulated - below. Weight O.D. t (lb/in) Component (inch) (inch) (Note 1) 8-inch 8.625 0.500 5.264 Sch 80 8x6 Sch 80 7.625 0.466 4.236
-Reducer
'6-inch 6.625 0.432 3.322 Sch 80 Safe End/
Thermal Sleeve 6.688 0.612- 4.154 Transition
- Safe End/
Nozzle 7.375 0.554 4.475
-7ransition Notes:
(1) Includes' weight of water in pipe. B. . Imads - The core spray. system piping was evaluated for the following loads. IV.4
.>w-, - we.+- me ,_,-w- ,.-w.-- ,..w,, ,.,-,---w-4., ,,w r-.w ,,.,-,.e, ...e-,w-g y y w ,-e- yy ,_.,--,my, . - , -,-,,u.-,,-verwy,,, , , mm m.y.
7
- 1. Internal Pressure Load, Po Normal Operation Po = 1250 psig up to check valves
= 285 psig past check valves (core spray pump shutoff head)
-2. Deadweight, D The deadweight consists of weight of the core spray system piping, including weight of water in the pipe, and valve weights. The total weights of the north and south loops are tabulated below.
Total Piping System iinight Loop (1bs) North 6417 South 6828
- 3. Thermal Loads, To Thermal lo:Gs result from thermal expansion of the core spray system piping and displacements of the anchors at the ends of the pipe runs (the nozzle safe ends and containment penetrations) during heatup of the reactor to normal operating tempera-
.tures. The thermal loads are based on the assumed conditions shown on the following table for normal operating conditions. Calculations cf anchor displacements for these conditions are given in Appendix C.
i IV.5
m Reactor-Thermal Vessel Drywell Pipe Load Temperature Temperature Temperature Case (*F) ('F) (*F) (Note 1)_ Normal , Operating Conditions 550.0 135.0 . 135.0 NOTES: Reference temperature for pipe thermal (1) . expansion = 70*F. Thermal loads (i.e. , the forces and moments in the core spray system piping due to thermal expansion of the pipe and anchor. displacements) are not evaluated explicitly in Equation (9) of the ASME Code, Section III, Subsection NC. However, the thermal expansion of the pipe and anchor displacements affect the deadweight stresses in that they reduce the springs hanger loads durin'g normal operating conditions as discussed in.Section IV.A.2 of this report. -The stresses in Equation (9) due to deadweight are determined for.the reduced spring hanger loads.
- 4. Seismic Loads, OBE and SSE Seismic analysis is performed using the response l spectra method. Seismic loads consist of the f Operating Basis Earthquake (OBE) and the Safe ;
l IV.6
- Shutdown Earthquake (SSE). Seismic loads are f 3
defined by horizontal and vertical response spectra as shown'in Figures IV-3 and IV-4 for the OBE and Figures IV-5 and IV-6 for the SSE. The spectra shown on these tigures are based on the response spectra generated by Lawrence Livermore Laboratories in the' revised Appendix B of NUREG/CR-1981. j Damping values of 1% for OBE and 2% for SSE were
.used, in accordance with USNRC Regulatory Guide 1.61. Response spectra obtained from NUREG/CR-1981 were extrapolated to obtain values at 1% and 2%
damping. The response spectra given in Figures IV-3 through IV-6 envelope the extrapolated response spectra from elevations of 38'-3" to 95'-3" of the reactor building in accordance with Section 3.7.3 of the Standard Review Plan, (NUREG-0800). The horizontal and vertical-spectra for the OBE and SSE conditions have been multiplied by 0.165/0.22, based on'a zero period acceleration (ZPA) at the ground of 0.165g's for Oyster Creek versus the ZPA at.the ground of 0.229's used in'NUREG/CR-1981. Calculations of the enveloped response spectra are given in Appendix D. IV.7 m
C.. Analyses The seismic analyses of each core spray system piping run inside containment is performed in two PIPESD computer 9 ~ runs as follows:
- 1. Spring Hanger Relaxation Analyses The spring hanger relaxation analyses determine the loss in spring preload due to thermal expansion of the core spray system piping and thermal anchor displacements (at the reactor vessel and containment penetration) during heatup of the reactor from cold shutdown (70*F) to normal operating temperature (550'F). Results of the spring hanger relaxation analyses are given in Appendix E and tabulated in Section IV.A.2 of this report. As shown in Appendix E (page 4), the calculated hot loads in spring hangers NZ-3 H3 and NZ-3 H4 on the north loop fall below the manufacturer's recommended working range by i3 and 11 percent, respectively. However, this under load condition is considered acceptable for the following reasons.
a) There is no loss of function of the spring hanger. The maximum displacement out of the working range is calculated to be 0.24 inches. Based on discussions with a Bergen-Patterson representative, the maximum allowable displacement out of the working range is 0.50 inches. . IV.8
b). Stresses'in the north loop core spray system piping are acceptable (i.e., within allowable values) for the lower spring hanger loads. Computer output for the spring hanger relaxation analyses are given in Appendix F.
- 2. Seismic Stress Analyses The seismic stress analyses determine the stresses in the core spray system piping due"to the combina-tion of internal pressure, deadweight, and seismic loads (OBE and SSE) . Results of seismic stress analyses are given in Appendix E and summarized in Section II of this report. Deadweight stresses are evaluated at the reduced spring hanger loads determined from the spring hanger relaxation
. analyses.- Stresses are calculated in accordance with Equation . (9) of the ASME Code, Section III, Subsection NC. Load combinations including OBE are evaluated to Level B Service Limits. Load combinations including SSE are ev'aluated to Level C Service Limits..
Computer' output for the seismic stress analyses are given in Appendix F.
+e e
IV.9
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N 3 52 v@n LECEND: CRID POINT I4 CATIONS . O - ~c= === NORTH LOOP OF CORE SPRAY SYSTEM PIPING ELEMENT AND GRID LOCATIONS FIGURE IV-I
N S, 100
- ","M' O O
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sg e-.g= A e e e;.e e .e e , 6: e Oe SPRING
CH CK O\ e e , ,
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PERIOD (SEC) OPERATING BASIS EARTHQUAKE CORE SPRAY PIPING HORIZONTAL RESPONSE SPECTRA AT I % DAMPING FIGURE IV-3
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Title:
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Title:
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MPR ASSOCIATES, INC. 1050 Connecticut Ave., NW Washington, DC 20036
Title:
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MPR ASSOCIATES, INC. 1050 Connecticut Ave., NW - Washington, DC 20036
Title:
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MPR ASSOCIATES, INC. 1050 Connecticut Ave., NW - Washington, DC 20036
Title:
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MPR ASSOCIATES, INCo 1050 Connecticut Ave., NW - Washington, DC 2OO3G
Title:
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1 MPR ASSOCIATES, INC. 1050 Connecticut Ave., NW - Washington, DC 20036
Title:
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MPR ASSOCIATES, INC. 1050 Connecticut Ave., NW - Washington, DC 20036
Title:
P. P,rJ G- cer/4 6*B A T' 04 Calculated by: 'M C Date: 5/19/73 Checked by: /3 # Date: 4-6-43 Reviewed by: M Date: A' 9 /8 Project: T '5 -0 3 - Page ~21 of 21 duAs -c/) j. K 3 E. l Ito 17o.974 -l43 6:7 11 106 I 440 673 14'l -I4 3, a s 7' 29.957
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i MPR ASSOCIATES, INC. 1050 Connecticut Ave., NW - Washington, DC 20036
Title:
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MPR ASSOCIATES, INC. 1050 Connecticut Ave., NW - Washington, DC 20036
Title:
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Title:
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MPR ASSOCIATES, INC. 1050 Connecticut Ave., NW - Washington, DC 2OO3G
Title:
PE 9'd 4 e d'* /> uA+ 7/4 4 Calculated by: M(_. Date:f/#9 / 73 Checked by: 6i Date: A-L' 3 3 Reviewed by: f Date: I'1/'d Project: 93-03
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MPR ASSOCIATES, INC. 1050 Connecticut Ave., NW - Washington, DC 20036
Title:
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MPR ASSOCIATES, INC. 1050 Connecticut Ave., NW - Washington, DC 20036
Title:
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MPR ASSOCIATES, INC. 1050 Connecticut Ave., NW - Washington, DC 20036
Title:
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MPR ASSOCIATES, INC. 1050 Connecticut Ave., NW - Washington. DC 20036
Title:
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MPR ASSOCIATES. INC. 1050 Connecticut Ave., NW - Washington, DC 20036
Title:
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MPR ASSOCIATES, INC. 1050 Connecticut Ave., NW - Washington, DC 20036
Title:
M 4TE*?
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Reviewed by: M Date: 6W# Project: T1*M Page $ of Il 9.Pg TcdSte r+.v & Lj f a 7 & F ctcA i N) .4c l Lo<ATsM : 30 +o :L2. [74MS ,'O M [a g,, y yf[a *} NotLTH 4do south L.004 outs,06 orbcb MO bbeg g c. c.93 "
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MPR ASSOCIATES, INC. 1050 Connecticut Ave., NW - Washington, DC 20036 '~ ~ ~ Calculated by: Mhd Title WAJ'At A-t'6 F"'-'"'*> Date: TD/D (+/ d P4 & Tit"-S Checked by: AM V Date: 6-i-93 Reviewed by: Date: d'5/'<?8 Project:
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MPR ASSOCIATES, INC. 1050 Connecticut Ave., NW - Washington', DC 20056 Title UNl' 4 ' 440 M T 5 ' rA (. Calculated by: e9 t'- Dates r/2/D W4 R418 6-5 Checked by: ' Date: C-I- Q 3 Reviewed by: M Date:I'8/*# Project: TS-03 Page IO of Ib Yh%ihL ANO 0 sie&C qqn1E* s 'Su J Il 6 delMS ( 3 - S " 6 Ate 5 y4 5"eh*5) J bo% tb4 Mo b tk Loogs h Ass W fo lae._ / wtib&L Mr) en -W_ s,ws A-\ vM,. A-S Y toddeif f g}z , m u u J,t r.oc-a nrion w .* l . 6ts,f( 0,y k ABO 7fakkexd N thins sa Assw
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MPR ASSOCIATES, INC. 1050 Connecticut Ave., NW - Washington, DC 20036
Title:
atTM W. A r t te b V 5 r G '- Calculated by: M/C Date: !b /0 re o pt- g tt 6 5 Checked by: 61' Date: G-/- M Reviewed by: M Date: f"8/~/5 Project: - 73-03 Page I'l of N SMuogra_ e,% froegantas- 4aa_ nory tooPs L 's 'o Lia k ( BM -r, D. V ) e-- su s (T9Q}
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MPR ASSOCIATES, INC. ! 1050 Connecticut Ave., NW - Washington, DC 20036
Title:
re ATMi ' A M> M '<A L Calculated by: + 0 L Date: Cl)/15 fPo k4 f-TLe5 _ Checked by: M Date: U-t'- D 3
, Reviewed by: -T' D a t e: !"?/ 8 Project:
71-03 Page I3 of lC BM PRoPeriks crF Ri MB i.uf K s BEsM 'r.D.%
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MPR ASSOCIATES, INC. 1050 Connecticut Ave., NW - Washington, DC 20036
Title:
l'f W 'At 91D WWC t %L Calculated by: A C C'- Date: 5/?/f3 F/24 AFT'G 5 Checked by: FS Date: ' -/ 4 3 Reviewed by: C Date: I'J/~d Project: 73-o? Page IN of /L 6Mbav ST 8 . " .S!
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MPR ASSOCIATES, INC. 1050 Connecticut Ave., NW 'Nashington, DC 20036
Title:
(ACTG6 f 4L A/JU PA T D G4- Calculated by: 4JC- Date: 7/2/ O U M & ""> Checked by: Ei Date: I -)-9 3 Reviewed by: M Da te: i-?/-id 73-03 Page II of /b MAtGR ' A-t PR nPGR TI6 5 MAT &K14C ARQ P G-KTi&S W YLe NOR'TH MO SotJTl{ Loop S Mt6 .i 0Mic AL , MAT 6R.i/t L PRdP6/lTl&S M6 Eve Lu AT&D s T- TH6 OP& BAT'DC- ~T &PcKkTu.P G-o-F PA *5 m ta ce. r.c ~C D &*ITt F < CATL&.) & l VATGM h-t OF P s 9, r)(7 : 31 ca $$7 [td Cr - t) d.' - D Mo \ 4076 (t ) 1-0GTI bk es if lg sh 40 OuIut 5 o-I eIAs6c.h ; 27 . U n o' p 33-NoT6 b-) P ot S 36YS P. ATi c = 0. 30 cs emi.a' rr gg- m\cemAC EvPAdt0J = t. (. s vi o ,0 /.3 *P e3076., (3) NOT65
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MPR ASSOCIATES, INC. 1050 Connecticut Ave., NW - Washington, DC 20036 Tit le *. rM TAR 'At 4,m puYC r CA( Calculated by:
- I/C Date:5/ /93 PR,+4#7,6f Checked by: #i M Date:( "i 'A 7 Reviewed by: Date: (~#/* f' Project:
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MPR ASSOCIATES, INC. 1050 Connecticut Ave., NW - Washington, DC 20036
Title:
s A-t=1.m 2e PN c.sek Calculated by: bOL Date: </2/(3 PP 60'.RTi 6 % Checked by: #2
- D a t e: 6'-I#"3 Reviewed by: M Date: i'N~ d Project:
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MPR ASSOCIATES, INC. 1050 Connecticut Ave., NW - Washington, DC 20036
Title:
rto rr e.L O.s PIA W Calculated by: 44 (4A3-. Date: f// /ff
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ra44 GRA V Ty s7(W Checked by: 8%iMJ Date: 6'/-3 3 Reviewed by: W #4+ ^ Date: K-J/-/5 , Project: $EP P!P.N(v ! 73 03 Page I of l-Pa poso alcat,b A bbuls3 beh.,ae3 ucLee souuts /so 9 e.',a c w eeenr e cuaac,4s so e.
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MPR ASSOCIATES, INC. 1050 Connecticut Ave., NW - Washington. DC 20036
Title:
hrR D M F A M Calculated by: W4f f_ Date: d8 / T 3 A pc sfEAy Sv57M 3 Checked by: &T Date: 6-I- % Reviewed by: T Da te: iT'/d3 Project: W P, P,J 6 - 1r3-os Page 1 of (o t i so A Loop +i23 -r 4--_ 332' 4 - Eld. 74 3' - d BOO 41, t00* I f fo. 73.7s' ;>--- ._.0 -- Eso. V.d # ' Aq. ,. ho AW- 39 0
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I MPR ASSOCIATES, INC. i 1050 Connecticut Ave., NW - Washington, DC 20036 l e: *ttu r4 L OisP'Aca M Calculated by: 'M C Date: </e/ V A coRA SfMY SYsTM Checked by: M1 Date: (> -I- B 3 Reviewed by: # Date: l'J#~12' Project: M E'E' b - T '4 * 1 Page 3 of 0 a h.nm CJL4 eZ 9%ctw su l-<JM45s 1 Pa P6 CAC6 WCATdd Pressg AnCH oA. e4oVGM6JTS CeacucQ AT-(,P5eT t.oorna > y 4 .g, (.y) i250 95 3 ( d ' d 69 1.fVi o.0
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l MPR ASSOCIATES, INC. 1050 Connecticut Ave., NW - Washington, DC 20036 l
Title:
h'#^ L O' s P l^ em Calculated by: MC Date: T/r/ft Co#G 9PRM WW*1 Checked by: /3 H Date: c'- f *17 Reviewed by: M Date: I'W- M Project: 30# P'?' #b ' 27 - 0 3 Page 4 of C
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- MPR ASSOCIATES, INC.
1050 Connecticut Ave., NW - Washington, DC 20036 Title t * ~ t- Dicriuc - M Calculated by: M,/C- Date: Ut/f3 cc.utc st;W serM Checked by: Ai Date: C- /- 8 7 Reviewed by: M Date: C'N d Project: W P. Ark, g 7 3- os Page of 0 anuni,x cont > cGa s sawdu DomkcA cAle-Ir+.b A= c< L. ar t.o a+ w e (.a/,a uT t.( a ) er ( -c T A(.4 0 T.0 v. Id 5 t 3.0 GT 0 0 t( f BACE U d '* *^ ' 77p,[
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- OH9 aq gr D.U3. = o.t xL MM O, W . = 0.1%
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----- m MPR ASSOCIATES, INC.
1050 Connecticut Ave., NW - Washington. DC 20036
Title:
N6'*L Di s f'A a nsm Calculated by: + 4 4-- Date: C/r / 9 ?. FoA G SPFW
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MPR ASSOCIATES, INCr i 1050 Connecticut Ave., NW - Washington, DC 20036 i
Title:
eM Awir - 5~ A sr rn e Calculated by: M . % 'u/ % / Date: 2- rs -i5 Checked by: 41'O Y#1% Date: 2/M/FS Reviewed by: Od+/d d Date: C d'~d 5 Project: # F' ' 6 93o3 Page I of lN P4 R P0: 2 . THE Fo a.cous, n c, C At c u. i. 4.Tr o ea o eTrn, di e nn Tg R n f o PJS er is PcLT rt A .t N Pu T F o e. 7 set O izt.s s M cgiS d A-A Tk O L.4 A lt.J AW O 7:+( 54FC s pur couJ e) ( g 79 q i,4A-g, ( ( T vJ s e tr 7 8tG" O e'sl4 9 Gesis C%AT4 0u AK E ) F o a. T ed
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MPR ASSOCIATES, INC. 1050 Connecticut Ave., NW - Washington, DC 20036
Title:
bc N' rSC 7 rM + r0 Calculated by: 61
*d C Date: 2 -? r- <is I Checked by: Date: Old/23 Reviewed by: M Date: 6'ff-d7 Project:
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MPR ASSOCIATES, INC. 1050 Connecticut Ave., NW - Washington, DC 20036 -
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Title:
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Title:
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Title:
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Title:
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Title:
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MPR ASSOCIATES, INC. 1050 Connecticut Ave., NW - Washington, DC 20036
Title:
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Title:
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Title:
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MPR ASSOCIATES, INC. - 1050 Connecticut Ave. NW - Washington DC 20036 Titla: SA C x ' c serRess As h vfar Calculated by: *h (- - Date: (,/C/83 Checked by: if { Date: C-7\ $ 2 Reviewed by: M Date: 6J/ U Project: 79-03 Page 7 of IL
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MPR ASSOCIATES, INC. 1050 Connecticut Ave., NW - Washington, DC 20036
Title:
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r MPR ASSOCIATES, INC. 1050 Connecticut Ave., NW - Washington, DC 20036
Title:
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MPR ASSOCIATES, INC. 1050 Connecticut Ave., NW - Washington, DC 20036
Title:
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7 MPR ASSOCIATES, INC. 1050 Connecticut Ave., NW - Washington, DC 20036
Title:
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y-APPENDIX F MICROFICHE COMPUTER OUTPUT COMPUTER RUN DESCRIPTION . CSl Oyster Creek SEP Core Spray Piping - South Loop AZ-60, Operating Thermal Spring Relaxation MJK 6-1-83 CS2 Oyster Creek SEP Core Spray Piping - North Loop AZ-240, Operating Thermal Spring Relaxation MJK 6-1-83 CS3 Oyster Creek SEP Core Spray Piping - South Loop AZ-60, ASME Code, Class 2 Seismic Stress Analysis MJK 6-1-83 CS4 Oyster Creek SEP Core Spray Piping - North Loop AZ-240, ASME Code, Class 2 Seismic Stress Analysis MJK 6-1-83
MPR ASSOCIATES, INC. 1050 Connecticut Ave., NW - Washington, DC 20036
Title:
COMPUTER PPCGRid1 Calculated by: Date: DOCUMENTATION SHEET Checked by: Date: Reviewed by: Date: Project: ' Page of PROGRAM: P,p? sO REVISION: 6.1
- 0. C.GE P - Co% MA't' P*P<d6 Guth Loo Az-co RUN BANNER:O N eb T W A W eb M / M DATE: G[/6 gf(h INPUT PREPARED BY: M AAk DATE: 6 /Io 'ff 3
/ V 8 INPUT CHECKED BY: 8 1,, #j DATE: C [t u f'6'5 v ,
OUTPUT-REVIEWED BY: / v/ vA DATE: [-f[/.7 PROGRAM: @tPG s0 REVISION: C.1 oc. sa- coce smv Ma. dom wop 42 2*
, RUN BANNER: D ' 7NG N' U '
DATE: 6 [10f43 L INPUT PREPARED BY: 6 k DATE: 6fIo ff' R
, I g (
INPUT CIIECKED BY: 3 1_durl DATE: (.!/O f 8 3 Y t} ' OUTPUT REVIEWED BY: d% DATE: [" -8El _ PROGRAM: hi 94$ () REVISION: 6. 't 0.C. SC-P CORE > RAY P:AUG south uap /)s - t,o RUN BANNER: 5 6. CW A S6tIdC M 6CS AALVflC 6[t fg 3 DATE: INPUT PREPARED BY: ,s k DATE: 6fIff l ' 3
/ d INPUT Cl!ECKED BY: 6 U1m)
G /j ' DATE: b!I
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3 OUTPUT REVIEWED BY: i"distA DATE: l
MPR ASSOCIATES, INC. 1050 Connecticut Ave., NW - Washington, DC 20036
Title:
CO.'tPUTER PROGPM1 Calculated by: Date: DOCUMENTATION SHEET Checked by: Date: Reviewed by: Date: Project: ' Page of PROGRAM: kip 6 $b REVISION:_ 6.1 0.C. 5GP-CoCF SPRA1 PoVirl(, AbitTH Loo? A%-140 RUN BANNER: ' C DA E: _ 5 / (5 INPUT PREPARED BY: *bd DATE: 6// 7 i i G INPUT CHECKED B'l: 1 _, .. . .r DATE: / $3 V /d / OUTPUT REVIEWED BY: e s!.tw DATE: d*4/- U PROGRAM:
- REVISION:
RUN BANNER: DATE: INPUT PREPARED BY: DATE: INPUT CHECKED BY: DATE: CUTPUT REVIEWED BY: DATE: PROGRAM: REVISION: RUN BANNER: DATE: INPUT PREPARED BY: DATE: INPUT CHECKED BY: DATE: OUTPUT REVIEWED BY: DATE: _}}