ML20097A748
ML20097A748 | |
Person / Time | |
---|---|
Site: | Oyster Creek |
Issue date: | 12/31/1983 |
From: | MPR ASSOCIATES, INC. |
To: | |
Shared Package | |
ML20097A738 | List: |
References | |
MPR-780, NUDOCS 8409130367 | |
Download: ML20097A748 (128) | |
Text
{{#Wiki_filter:_ _ MPR ASSOCIATES. INC. w OYSTER CREEK NUCLEAR GENERATING STATION SEISMIC REANALYSIS OF LIQUID POISON SYSTEM PIPING MPR-780 Prepared for: GPU Nuclear Parsippany, New Jersey
- December 1983 8409130367 840904 PDR ADOCK 05000219 P PDR 1050 CONNECTICUT AVENUE,. N.W. WASHINGTON. D.C. 20036 202 659 2320
i [ L M P P ASSOCIATES, INC.
- r. TABLE OF CONTENTS l.
L
'I. .. INTRODUCTION r-J II.-
SUMMARY
AND CONCLUSIONS
.- III. DESIGN REQUIREMENTS IV. DESCRIPTION OF ANALYSES 1
V.- APPENDICES A. Piping Configuration B.- Material and Physical Properties [ C. Thermal Displacements D i D. Response Spectra E. Stress Analysis F. Microfiche Computer Output 1 l L e. W
~
F ' ~ u I b' L-i N 1 .
M PR ASSOCIATES, INC. -
~I. INTRODUCTION .A.-- Purpose ~
This report presents-the results of a seismic reanalysis of the Oyster Creek liquid poison system piping outside
-containment. The seismic reanalysis of the liquid poison. system piping was performed in response to ~Section'4.ll(l)'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 coreJspray system piping. Results of the seismic reanalysis of'the core spray piping are presented in
~
MPR Report MPR-777. The Gyster Creek Facility Description and Safety Analysis Report -(FDSAR) applied ' earthquake design requirements- to two classes of systems and struc-tures:- Class I for the more critical equipment required' for safe shutdown and Class II for other equipment essential to operation, but not required for I.1
4 i
- 7. -
shutdown._ The liquid' poison 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 classification 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 liquid poison system piping is ASME Class 1 piping from
'the reactor vessel to the second isolation check valve, which~is the first check valve outside containment.
The remaining piping is ASME Class 2 piping. . In 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 liquid poison
. piping meets these fatigue criteria.
Therefore, the seismic reanalysis of the liquid poison system piping outside containment was performed in accordance with the requirements of the 1980 Edition (including Summer 1981 Addenda) of the ASME Code, Section III, Subsection NC for Class 2 Components. The I.2
1980 Edition (including Summer 1981. Addenda) of the ASME Code was used in the seismic reanalysis of the liquid poison system' piping since the equations required for evaluation by this Code are available using an up-to-date computer program, PIPESD. Showing that the liquid poison system piping meets the applic-able requirements of the 1980 Edition-(including Summer 1981 Addenda)'of the ASME Code is considered confirma-tion of the adequacy of the original piping and piping
. support design.
0
/
I.3 L-
) M PR ASSOCIATES. INC. II.
SUMMARY
AND CONCLUSIONS A. Summary The liquid poison system piping outside containment was reanalyzed for load combinations including operating basis, earthquake (OBE) and safe shutdown earthquake (SSE) in accordance with the requirements of the 1980 Edition (including Summer 1981 Addenda) of the ASME Code, Section III, Subsection NC. Results of these analyses are summarized below.
- 1. Liquid Poison System Piping Stresses Results of stress analyses for the liquid poison system piping are presented in Tables II-1 and II-2. Table II-l presents stresses at the highest stressed locations of the liquid poison 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 liquid poison system piping to the applicable ASME Code allowables. Load combinations including OBE are evaluated to Level B Service Limits. Load combinations including SSE are evaluated to Level C Service Limits. Use of Level C Service II.1
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. B. Conclusion Based on the results of analyses presented in this report and summarized in Tables II-1 and II-2, the liquid poison system piping outside containment 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. O II.2
Table II-1 STRESS ANALYSIS RESULTS FOR INDIVIDUAL LOAD COMPONENTS Liquid Poison System Piping Outside Containment Piping Pressure Deadweight Occassional Load Stress Incation Component Stress Stress (psi)
'(Note 1)
(psi) (psi) OBE SSE Pump Discharge Line From Containment to Explosive Valves 132 Soc. Weld 2969 62 13582 21858 Elbow
~152 Soc. Weld 2969 405 14815 23842 Elbow 158 Containment 2969 175 8518 13719 Penetration Pump Discharge Line From Explosive Valves to Pumps 234 Check 2969 3916 3658 6000 Valve 250 Soc. Weld 2969 5936 3558 6008 Tee 402 Soc. Weld 2296 5474 5786 9463 Elbow 404 Soc. Weld 2296 5461 5363 8772 Elbow 466 Safety 2296 7514 4006 6596 Relief Valve Pump Suction Line_
36 Test Tank 391 1587 480 981 Penetration 162 Valve- 275 1034 99 203 Notes: (1) Location numbers are shown in Figures IV-1, IV-2, and IV-3.
rr s T;b12 II :SUBetARY OF STRESS ANALYSIS RESULTS ASME CODE SECTION III, SUBSECTION NC FOR CLASS 2 CONPONENTS
' Lieuld Poison System Piping Outside Containment Equation (9)2 Piping Stress Ratio Location Component' (note 1)- oaE SSE Pump Discharge Line From Containment to Explosive Valves 132 -Soc. weld 0.74 0.74 Elbow 152 Soc. Weld 0.al. O.80 Elbow 158 Containment 0.52 0.50 . Penetration . Pump Discharge Line From Explosive Valves to Pumps ~234 Check 0.47. -0.38 Valve 250 ~ Soc. weld 0.55 0.44 Tee-402' Soc. weld '0.60 0.51 Elbow 404 Soc. Weld 0.58 '0.49 Elbow 466 Safety 0.61 0.49
_. Rollef Valve Pump Suction Line
'36 ' Test Tank 0.11 0.09 Penetration 162 Valve 0.06 0.05 Notest (1)' Location numbers are shown in Figures IV-1, IV-2, and IV-3.
(2) Equation (9)- is given in Section III of this report. Allowable' stress ratio is 1.0.
4 MPR AssoclATEs. INC. III. -DESIGN REQUIREMENTS A. - ' Applicable Codes ThL liquid poison system piping outside containment was
. originally furnished in accordance with the require-ments of.the 1955 Edition of the American Standard Code for Pressure Piping, ASA B31.1. The number and loca-tion of the seismic restraints were determined using a chart method (Bergen-Paterson Piping Support Catalog ENo. G6, pp. 79-103).. In this report, the seismic reanalysis of the liquid poison system piping will be in accordance with the requirements of the 1980 Edition (including Summer 1981 Addenda) of the ASME Code, Section.III, Subsection NC for Class 2 Components.
B. Materials
- 1. All Piping SA-312 Type 316 SST or SA-376 Type 316 SST
- 2. Socket Weld Fittings SA-182 Type F316 SST C. Drawings
- 1. Piping General Physics Corp.
Drawing JCP-19435, Rev. 3. Burns & Roe Drawings 2149, Rev. 3. ISO M0177, Rev. O. ISO M0178, Rev. O. III.1
~2. Piping _ Supports Bergen-Paterson DIawings -
331, Rev. 1 337, Rev. 1 331A, Rev. 0 337A, Rev. 0 331B, Rev. 0 406, Rev. 1 332, Rev. 1 406A, Rev. 0 333, Rev. 1 406B, Rev. O r 334, Rev. 1 407, Rev. 1 335, Rev. 1 407A, Rev. 0 336, Rev. 0- 410C, Rev. O j_ 336A, Rev. 0 410D, Rev. 0 336B, Rev. O D.= Loads-The design and operating loads for the liquid poison ~ system piping are summarized below.
- 1. Internal Pressure Loads Pos. Design internal pressure load from the reactor vessel safe end to the check valve.
Pa: Liquid poison pump actuation pressure load.
- 2. Deadweight Loads Dr 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 basis earthquake (OBE).
E's Loads generated by safe shutdown earthquake (SSE).
- 4. Thermal Loads To: Thermal effects and loads generated during
' normal plant operation.
III.2 Y k
.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 DO max 4e n
+ 0.751 A+NB 3 < l.2 Sh 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 = Nominal wall thickness, in. n Z = Section Modulus of pipe, in 3, i = Stress intensification factor. P max
= Peak pressure, psi (design pressure used).
M3 = Resultant moment loading on cross section due to weight and other sustained loads, in-lb.
= Resultant moment loading on crocs MB . section due to occasional loads such as earthquake.
Sh = Basic material allowable stress at maximum (hot) temperature. III.3
d
'.'.,l.'& .v.
- 1. j
- 3. Allowable Stress Intensity Limits ,.;.,_ .. .
The design temperature of the liquid poison system (.. . piping outside containment is 150'F. The material ;; ,( allowable stresses are obtained from Appendix I of 3v. Section III of the ASME Code. .- - Sh, psi . Material 150*F ..",/
.. . ' .( .,..v SA-312 Type 316 SST 18,800 .~ '., ,+.- .
SA-376 Type 316 SST 18,800 .? .:
- r. . .
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M PR ASSOCIATES. INC. IV. DESCRIPTION OF ANALYSES This section of the report describes the analyses that were performed on the liquid poison 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 liquid poison system piping was evaluated using the finite element computer program PIPESD, Version 6.2. A total of three finite element models were used to model the liquid poison system piping outside containment. The finite element models are shown in Figures IV-1, IV-2 and IV-3. Joint coordinates and support locations are summarized in Appendix A.
- 1. Spring Supports The springs hangers indicated in Figu,re IV-1 were modeled by specifying the preload and spring stiffness. The cold spring preloads used in the liquid poison system piping analyses are tabulated below and are based on data from the spring hanger drawings listed in Section III.C.2 of this report. (In 'the PIPESD seismic stress analyses,
- the cold spring preloads were reduced by the loss in spring load due to anchor displacements of the IV.1 .W . - . -. -m
J pipe end at the containment penetration during i 1 heatup of the containment from cold shutdown 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) (1bs) (lbs) (lbs) (lb/in) NP-1-H2 32.0 -6.1 25.9 26.7
.NP-1-H3 69.0 -1.2 67.8 26.7 Notes:
1 (1) Spring designations refer to General Physics Corp. Drawing JCP-19435.
- 2. Valves As shown in Figures IV-1, IV-2, and IV-3, the liquid poison system piping models contain 20 valves. The valve weights and the distances from ;
the valve c.g. to the centerline of the pipe that were used in the analyses are tabulated in Table IV-1.
- 3. Material and Section Properties
. Material properties for.the liquid poison system J
piping are given in Appendix B and summarized below. All liquid poison system. piping materials are-Type 316 stainless steel. For stress analysis IV.2
-- ,,-.w,.- .
rn.. -e ,u e ,, -.,,,,,.,_-.wre,-- p va ,,-gn, , - , ,me,m.,n,,,-w,,,, mq_ c.,..-,-...,,,-,..,~,a ,n.,n,-,,-
purposes all material properties were evaluated at a temperature of 70*F for the portion of the liquid peison system piping outside containment. (Note: Material allowabic stresses were taken at - ~ the design temperature of 150*F.)
- 6
~ Modulus of Elasticity -- 28.30 x 10 psi ~
Coefficient of Thermal -- 8.42 x 10-61n/in/*F expansion Poisson's Ratio -- 0.3 Pipe section properties for the liquid poison system piping are calculated in Appendix B and tabulated in Table IV-2. B. Loads The liquid poison system piping was evaluated for the following loads.
- 1. Internal Pressure Load, P a Liquid Poison Injection Pa = 1250 psig reactor vessel to pump discharge l
= 150 psig pump suction to poison storage tank 2 Deadweight, D The deadweight consists of weight of the liquid poison system piping, including weight of fluid in the pipe, and valve weights. The total weights of the liquid poison piping runs are tabulated below. =
IV.3 l
)
l Total Piping System Weight (lbs) Containment to 395
. Explosive Valves Explosive Valves 1145 to Pump Discharge Pump Suction to 849 Poison Storage Tank
- 3. Thermal Load, Tb The thermal load results from the displacement of the pipe anchor at the containment penetration during heatup of the containment to normal operating temperature. The thermal load is based on the assumed conditions shown on the following table. The calculation of the anchor displacement for the assumed conditions is given in Appendix C.
Pipe Temperature Thermal Drywell Outside Load Temperature Containment Case ('F) ('F) (Note 1) Normal
. Operating Conditions 135.0 70.0 NOTES:
(1) Reference temperature for pipe. thermal expansion = 70'F. Pipe temperature outside containment is 70'F. IV.4 4
, .- ..- . . - . , - , , , _ , . , ,,-__,...,__,..._,....__.,__,_,m_.,.______.. . . , _ _ _ _ _ . _ , . . , , . ,
The thermal load (i.e., the forces and moments in the liquid poison system piping due to thermal expansion of the pipe and anchor displacements) is not evaluated explicitly in Equation (9) of the ASME Code, Section III, Subsection NC. However, the anchor displacement affects the deadweight stresses in that it reduces the springs hanger loads during normal operating conditions as discussed in Sectian'IV.A.2 of this report. The stresses in Equation (9) due to deadweight are determined for the reduced spring hanger loads during normal operating conditions.
- 4. Seismic Loads, OBE and SSE Seismic analysis was performed using the response spectra method. Seismic loads consist of the Operating Basis Earthquake (03E) and the Safe Shutdown Earthquake (SSE). Seismic loads are defined by horizontal and vertical response spectra as shown in Figures IV-4 and IV-5 for the OBE and Figures IV-6 and IV-7 for the SSE. The response spectra shown on these figures are based on the response spectra generated by Lawrence Livermore Laboratories in the revis6d Appendix B of NUREG/CR-1981.
IV.5 wa
t
~
p Damping values of 1% for,OBE and 2% for SSE were used, in accordance with USNRC Regulatory Guide 1.61.t Response spectra obtained from NUREG/CR-1981 were extrapolated to obtain values at 14 and 24 damping. The response' spectra given in Figures IV-4 through IV-7 envelope the extrapo-lated 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 response spectra for i the OBE and SSE conditions were 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 0.22g's used in NUREG/CR-1981. Calculations of the enveloped response spectra are given in Appendix D.
C. Analyses The seismic analysis of the liquid poison system dis-charge line from the containment penetration to the explosive valves is performed in two PIPESD computer runs: one spring hanger relaxation run and one stress analysis run. Analyses of the discharge line from the explosive valves to the pumps and the pump suction line IV 6
were performed in one PIPESD computer run per model: a stress analysis run since there are no spring hangers
.on these lines. !
i
)
- 1. Spring Hanger Relaxation Analyses The spring hanger relaxation analyses determine the loss in spring preload due to the anchor displacement at the containment penetration during heatup of the containment from cold shutdown (70*F) to normal operating temperature (135'F).
Results of the spring hanger relaxation analyses are given in Appendix E and tabulated in Section , IV.A.1 of this report.
- 2. Seismic Stress Analyses The seismic stress analyses determine.the stresses in the liquid poison system piping due to the com-bination of internal pressure, deadweight, and seismic loads (OBE and SSE). Results of seismic stress analyses are given in Appendix E and sum-marized 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 IV.7
. , - , , . , . ,,. ,, ..,-n-- -- ..v,,,,~ y-.- - .w, w ,,---www,,,.,-nv.,-- - - - - - - - - - , , -
including OBE are evaluated to Level B Service Limits. Load combinations including SSE are evaluated to Level C Service Limits. Computer output for the seismic stress analyses are given in Appendix F. e 9 b IV.8
Table IV-1
~ LIQUID POISON SYSTEM PIPING VALVE PROPERTIES Valve C.G.
Valve to Centerline Designation Weight of Pipe (Note 1) Valve Type (1bs) (inch) Pump nischarge Line - Containment to Explosive Valves V-19-16 1-1/2" Check 20.0 2.0 V-19-25 1-1/2" Gate , 100.0 10.0 Pump Discharge Line - Explosive Valves to Pumps V-19-7 1-1/2" Gate 100.0 10.0 V-19-8 1-1/2" Gate 100.0 10.0 V-19-37 1-1/2" Check 20.0 2.0 V-19-38 1-1/2" Check 20.0 2.0 V-19-36 1-1/2" Globe 24.0 5.0 V-19-35 1-1/2" Globe 24.0 5.0 V-19-41 1" Globe 16.0 5.0 V-19-23 1-1/2" Globe 45.0 8.0 at 45' V-19-44 1-1/2" Explosive 40.0 NA V-19-45 1-1/2" Explosive 40.0 NA V-19-42 1"x2" Pressure Relief 40.0 5.0 V-19-43 1"x2" Pressure Relief 40.0 5.0 Pump Suction Line V-19-4 2-1/2" Gate 95.0 10.0 V-19-11 2-1/2" Gate 95.0 10.0 V-19-10 2-1/2" Check 55.0 3.0 V-19-5 2-1/2" Gate 95.0 10.0 V-19-6 2-1/2" Gate 95.0 10.0 V-19-9 1" Globe 16.0 5.0 Notes: (1) Valve designations refer to Durns and Roe Valve List Drawing 2075 and General Electric Drawing 148F723.
Table IV-2 LIQUID POISON SYSTEM PIPING SECTION PROPERTIES Weight 0.D. t (lb/in) Component (inch) (inch) (Note 1) 1-inch 1.315 0.179 0.207 Sch 80 1-inch Socket Weld 1.392 0.179 0.223 Elbow 1-inch Socket Weld 1.722 0.196 0.316 Sleeve 1-1/2-inch Sch 80 1.900 0.200 0.366 1-1/2-inch Socket Weld 1.995 0.200 0.391 Elbow 1-1/2-inch Socket Weld 2.351 0.218 0.517 Sleeve 2-inch Sch 80 2.375 0.218 0.525 2-inch Socket Weld 2.448 0.218 0.559 Elbow 2-inch Socket Weld 2.882 0.238 0.723 Sleeve 2-1/2-inch Sch 80 Pipe 2.875 0.276 0.791 1-1/2-inch Welded Flange 7.000 2.750 10.455 Notes: i (1) Includes weight of fluid in pipe. 1 l i
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M PR ASSOCIATES, INC. V. APPENDICES t .
A/M4Pu A 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 V rJ G c ab 6uEATW Calculated by: rM K._. Da t e:. 'I/> v/ V 3 Checked by: /
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l 1 MPR ASSOCIATES, INC. ' 1050 Connecticut Ave., NW - Washington, DC 20036
Title:
P P*Mr (* *10 6u e AT' *d Calculated by: 4'Af- Date: tipr/ r> l Checked by: /7
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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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Title:
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MPR ASSOCIATES, INC. 1050 Connecticut Ave., NW - Washington, DC 20036
Title:
h P A (r- <c>lL Aa uA hl Calculated by: 4M Date: li/> W 5 Checked by:
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MPR ASSOCIATES, INC. 1050 Connecticut Ave., NW - Washington, DC 20036 1
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:
0 9,4 (_r (cvJft(rw2AT N Calculated by: 3*-/I E Da te: it/27/'d 3 Checked by: //i Date: A'/U Reviewed by: ~ l~ l Date: 4-/~ A Project: 53-03 Page /8 of 31 l El m e d Def,bti b^oest_ 3\
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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:
F'Adfr I d^ O '/" u /'A T ut d Calculated b, H ri Dates !.!/? F/ s3 Checked by: N' Dates !t /f /C Reviewed by: M Date: M
- MI Project:
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MPR ASSOCIATES, INC. 1050 Connecticut Ave., NW - Washington, DC 20036 Titles rd.4 fr- mJn6 dAT<as Calculated by: 4W /-- Date: I'li t i e t Checked by: V' ' Date: ' '///G Reviewed by: O Da t e: .d -/~ d Project: 73-03 Pa ge 2.2L_ o f 31 S..ngut gs Loettius uo Gu% ,a Mold 3 AdeHoRS add TGoskO. kesrfLA,drs
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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:
P.9 4 - e erJ A 6 k o % M Calculated by: m///c- D a t e: /</ M/ '/3 Checked by: /W' Date: II/// /l Reviewed by: J>~/ Date: 'U - /- ^' Project: E 3 -0 > Page 30 of 31 t/Ahl6 GE0m6T9 noOGL _ 't sooc 'a' s
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MPR ASSOCIATES, INC.
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1050 Connecticut Ave., NW - Washington, OC 20036
Title:
P, Pear ca+>4 6o# M u W Calculated by: 'm /4-- Date: ///> r/ u3 Checked by: '"' Date: t /// ('if Reviewed by: M Date: A*-/-/ 3 83-03 Page 3i of 3l
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kffENP/.Y b 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 i
Title:
f a nAt r NyeL,
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Calculated by: + 0/ Date:.7/e 7 /9 ) i M oA# l 1 1 ~5
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.it. st 4 # t.900 o.2co o '36 G f i 13(g o.?iT O.Til G i 1.9% o.y o o _
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MPR ASSOCIATES, INC. 1050 Connecticut Ave., NW - Washington, DC 20036
Title:
M M*/'e t S f f~. 0 s t Pr+4 Calculated by: Gli/ Da t e :.'fb = M 3 1 A Ari >M ' Checked by: II M- Date: rd d/t i Reviewed by: C Date: d Ad f Project: O'*O Page 3 of lb pie 6 7.064T s@tc AT4}A/ TA [ e4Went rpGaredc) trap */ Oatsi06 btAtCT(-k MI) THtcKa&45 C.D.
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MPR ASSOCIATES, INC. 1050 Connecticut Ave., NW - Washington, DC 20036
Title:
M ANAL T l>'~ '"e4 FrW Calculated by: &/ < Date: o/' i s ; bA I 3'4 Checked by: ?^' Date: ! 'a Reviewed by: # Da te: 4'd A#J e ' 5 Project: U ~d 3 Page 4 of N 9.96 20GA WC t c4TLora 4* R MTM dL '10( JTif CATidd 8*
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%w qRt p WW iga = o.Si6 16 /,1 ,MPR ASSOCIATES, INC.
- 1050 Connecticut Ave., NW - Washington, DC 20036
Title:
M r.4*>. A l 9 r L.5 te t Red Calculated by: 'M/4-- Date: v/ea/7 3 e44 "L 2 i 's Checked by: t'" Date: 1 6/J/ 4 Reviewed by: M Da t e: d-/-#3 Project: U d3 Page I of 59 A.h wie'c ATt0,J
- 3 rag-H/i4t r0e*iKcar/oJ ak-s /
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MPR ASSOCIATES. INC. 1050 Connecticut Ave., NW - Washington, DC 20036
Title:
" A 41'4L # P '" "^ ' W^O Calculated by: -;< v C Date: */> '// ~i g,A,( 1 f3 Checked by: IL-
~ Date: i'd '
Reviewed by: Z7 D a t e: '#-/'#3 Project: 173-03 Page 0 of l1
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MPR ASSOCIATES, INC. 1050 Connecticut Ave., NW - Wuhington, DC 20036 Titles fN t */i^ t
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r MPR ASSOCIATES. INC. - 1050 Connecticut Ave., NW - Washington, DC 20036
Title:
V4 W SL 1 ih t 'a L ho ' Calculated by: 4 0/' Date: "t /,' l e r N el 77Y Checked by: d '"" Date: tH $/ Reviewed by: M Date: 6- '"-d I Project: 83-03 Page 7 of N 986 T. D G li iI't CA'TI e d M Y M4TEgi A L M64 nrack-d&J */ urs,bg o,ee re-t / vnicesasr : I g4F: Busas / Ros secciAchi.a S-nM-co-c ceAMG T&cn 9ttek 1* Hio pipe s,w t'6 aw.hw scL., so I.Too " , i.s.o j t * , 3oo tJesse'r P(A umr LGsGT4 (hti o f up.Tc.a.h : P.P6 wet 4HT - A x yst j(i.9h- 1.s' } ,2rs =. 0.3ox lp,*a
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MPR ASSOCIATES. INC. 1050 Connecticut Ave., NW - Washington, DC 20036
Title:
M +"WA ( F (b (' 68 0 ft's) Calculated by: 'h 4 E Date:. 9/r 3/7 t> A4de f ? > 'd " Checked by: I" ' Date: '5/ 4" Reviewed by: W Date: # #*# # Project: S + -o 3 Page 7 of 9, P& . SDGNTa FLC Klk%) &$ _ NAT&AnhG SPMr a EArubd & I Outs.os DiMen4L ao T#rckdn3 o D. > ?.3rs" _ J.0 1. 'l'[ lk' Soc. # Q derJ( bit Progetries t= 0,1t 5 " Re} M sr B 16. tl ~'9 bG
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MPR ASSOCIATES, INC. 1050 Connecticut Ave., NW - Washington, DC 20036 Titles /^ t l#4' M- F h 2 ' ' 'i* t W$ / Calculated by: mi l'_ Date:. 'f f tal7z Ata h l 1 4 '3 ^ Checked by: r< 4 " Date: l'/+/M Reviewed by: O D a t e: /a -/-d - Project: S:7.-03 Page /d of Il Vo 06 T-ObdTe$dAT!%> & l- . mAWuk zntnhEAT0A) Pl s _ Ge+c.Ds bemity M0 TNA/er 5
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J MPR ASSOCIATES, INC. 1050 Connecticut Ave., NW - Washington, DC 20036
Title:
M^ W'M - "D *"'a ru Pr+n Calculated by:
,M . A , f 2 33~ Checked by:
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Reviewed by: -// Dat(:
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MPR ASSOCIATES, INC. 1050 Connecticut Ave., NW - Washington, DC 20036
Title:
/4 DJ' 'l # N *;'Ai- Pr = 0 Calculated by: 11 C Date: /' : r n r^ ar i a $a Checked by: /u h Date: e'id /- Reviewed by: & D a t e : 4 - /- d' 7 Project: 44-o3 Page /2 og M
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MPR ASSOCIATES, INC. 1050 Connecticut Ave., NW - Washington, DC 20036
Title:
M A NA-L T V M ('<^l 'W) Calculated by: ~At Date:.Yl'1/7 4 M ntel 7Ii Checked by: /' & Date: * ;l r / > Reviewed by: M Date: C #3 Project: 73-03 Page /3 of IN pal zwr nen& *1 pretiAt., 106JTItaAwd -#-- I _D<. tsib s 0.Wdy ko Th<cboss o.D. = u. > ns "
.r. 0, = l.9 yt " 2" s4 8o f,ft sty: %desS N f.66 SPGC.
t= o.2ie* s-aan -c.o-L C.A>Al* T6Cll hAfdA. O 'llO
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MPR ASSOCIATES, INC. 1050 Connecticut Ave., NW - Washington, DC 20036 Titles /M i#//-t 5 f% rM W ' Calculated by: *<- D a t e:. ~// J / T.s
^^al > kY Checked by: F/L Date: #-/
Reviewed by: -U Date: 'J -/ 43 Project: 71-03 Page /Y of O' E.PG 196<JT5 sc AT%,J 4T MATMiAL rrDMtih'<4rlN :W- 1 Outs o'O& Oi S N M D Tlf acV0 $ 3 0,0,= 1.90" Z D. = ;l.9OG" ]" Soc. M ck, '7luut fa /& Pasfcr-Ist b == 0.3 W M. AJsr SIC.Il -l44G p.eu' i su_ %<TkG N 2. m " [$ LO%& p u d.t \mef (Eull of ushk\ _ , P,e ap = A . }a { ( 2.u?- 2.voc I .>r5 - 0..cqlb/O uMu ejkk - A .p - ( ( 2.900) 0.out - o.i6v lb/.a rasu qt p w:r tu an - o.,n i6/s
MPR ASSOCIATES. INC. 1050 Connecticut Ave., NW - Washington, DC 20036 Titles (A ^ 1's i n L 1 $' N i< A Pi e .> - Calculated by: 72 4/L D a t e:, 'U/1/ 7 3 AA#Ar t >8T Checked by: D ilu Date: \D u! Reviewed by: M Date: 9 2 d'3 Project: V4 -o 3 Page /I of I*
' bei6 Tp M TtO CA770 A ** 1 A MGAihL %0editricATiar) -# l 6utsihl brAM&TLm2 A cJ O THoCK M S O. D. = MS4" 2 0.- 2. a 5 2. " o so c. udA.s16 fil)& fAdfotTEt S -6 o . *
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% sp - A .)a = { (a.csd c.eu - o.in iy,3 soap p 4 tuft + o.sqlb/,s.
MPR ASSOCIATES, INC. 1050 Connecticut Ave., NW - Washington, DC 20036
Title:
A"M'N^f 'S N r'al ('m 0. Calculated by: # 1 //. D a t e:. # 3//' MrAol a '#'s Checked by: It
- V Date: (O' Reviewed by: '
~ '/ D a t e: /> -/-#3 Project: .g , ,o 3 Page /b of S p $. . .
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MPR ASSOCIATES. INC. 1050 Connecticut Ave., NW - Washington, DC 20036
Title:
M A uA nt r tw .d L ha Calculated by: w '/ L.- Date: "'A' / O <
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Project: 9 2.-d") Page /7 of I$ kn 6. . a" smter n'en ree wr a u. . o - m e,c . . . . .. LC f.% , (rs r.) o.n s
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MPR ASSOCIATES, INC. 1050 Connecticut Ave., NW - Washington. DC 20036
Title:
M AMA Al i P h rd. /e4o Calculated by: + J f'- D a t e s. ! "/n e^ = Ac t e 29'4 ' Checked by: " ' " Date l* 4 / / '> Reviewed by: ~Y] D a t e : d* ' Project: M -07 Page /# of b _- PiPG z0c-aT[FdA W & 10 MTCCW IbuTNicA5v Pl O Oafs 06 Diktde/ ArJD T$<f&cS C0 -7. o " r 0 : i 5od />I" v3eId<d il&lge, (soc. wat) p ee orgmGs t = 2.x " pa Am o., i <. . < - n c c P.T 3 1.wd' j l l f 5Ji kt oje2g pu wit lu3iN (-Lil of vwivh tas- ar.fkk , A - },r = { (1.x'- n.00 o.n 3 l0.211 16{,4. wMy w e g = A .pa - J c4.soO o.o<.t - o. O c.9 tyl.) Tosse usu;gst 7a as \ ups, = Io.%s \Q:s.
MPR ASSOCIATES, INC. 1050 Con.".ecticut Ave., NW - Washington, DC 20036
Title:
l'O/> # L # V' 5A L I"O Calculated by: m d e' Date: _-fl e'lf 3 M. Art 7*34 Checked by: I"L Date: ' ' f/ ' - Reviewed by: W Da t e: '#* #1 Project: 73-03 Page l'I of Il PiPG. MAhAL JP .t. Astm A si t or A a ,c , T P sil, hP4 (sato) (wTm A \v 3 - f lic 3 sectri % %(. f h c (sooo n+,a3 } 3
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[ A e c o,h % FE Agro Tale I-c.ol Po .5 uw , p6 03 R pj.g = l0 e-s 1. Alloadle %n Tev us< c ,
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MPR ASSOCIATES, INC. 1050 Connecticut Ave., NW - Washington, DC 2OO3G
Title:
M A * ' L VLa r *^ t procu+.e s ~ n00f L tl Calculated by: 4 // swm Dates. Th'/ D Checked by: l'" ' - - ill Date: I_' l i ! Reviewed by: I I I 'Y " W II Date: M */d3 Project: W P,P,M T 'l - 0 7 Page / of h Iob.Dg Ca,5coh N Duc M 5 N mW hL Ma suchL gio go/ He 3 u wo .A N _ m <.L d it<_ ligolo 35% p-p 5 qlg,,a.g (ei su ruch k l.ht. odsde co<d+ A i44,
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S C MPR ASSOCIATES, INC. (1050 Connecticut Ave./lf1W '- Washington, DC 20036
Title:
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Calculated by: / A-l/A- - Da t e:. 'fl' F ! O m oen 4 Checked by: Fd ' Date:$U/3 Reviewed by: 07 Date: E-'-' # Projects' - _ - _ - - 2 3 -O **> page > ' og 9 _ % entu a l
/4ckL 4 Pire mTea st. - 0.D h /w ess o?jkt Pv ' ;
zo 60 (84) -(Id - ) oJ'7 / Th l w an : , (# 6 /,a I ( ' D . F 7 5' o .1 I, 0.'101( 1 8 i. ~1 t S oa t'\\ O. >o~l 3 l 1. ? > 2. C.t % O S fle 9 l gwqt d. \*19 o. an
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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
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MPR ASSOCIATES, INC. 1050 Connecticut Ave., NW - Washington, DC 20036
Title:
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1050 Connecticut Ave., NW - Washington, DC 20036
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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MPR ASSOCIATES, INC. 1050 Connecticut Ave., NW - Washington, DC 20036
Title:
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- 1350 Connecticut Ave., NW - Wcshington, DC 20036
Title:
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MPR ASSOCIATES, INC. I 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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m MPR ASSOCIATES, INC. 1050 Connecticut Ave., NW - Washington, DC 20036
Title:
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MPR ASSOCIATES, INC. I 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 i
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 l 1
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Title:
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m - MPR ASSOCIATES, INC. 1050 Connecticut Ave., NW - Washington, DC 20036
Title:
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l MPR ASSOCIATES, INC.
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1050 Connecticut Ave., NW - Washington, DC 20036 ,
Title:
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MPR ASSOCIATES, INC. 1050 Connecticut Ave., NW - Washington, DC 20036 l l
Title:
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APPENDIX F MICROFICHE COMPUTER OUTPUT COMPUTER RUN DESCRIPTION Poison 2 Poison System Piping Model 2 Operating Thermal Relaxation Poison 4 Poison System Piping Model 2 ASME Code, Class 2 Seismic Stress Analysis Poison 5 Poison System Piping Model 3 ASME Code, Class 2 Seismic Stress Analysis Poison 6 Poison System Piping Model 4 ASME Code, Class 2 Seismic Stress Analysis l
MPR ASSOCIATES, INC. 1050 Connecticut Ave., NW - Washington, DC 20036
Title:
COMPUTER PROGRAM Calculated by: +-(/ h + 4 Date: lah / 71 DOCUMENTATION SHEET Checked by: ' N' Date: ' ' Reviewed by: Date: Project: Page of PROGRAM: PiD6 s D REv1SIOn: _ co.1 RUN BANNER: Pot 50rd 1 / 7d8 00Td DATE: __ fo.l7[g3s INPUT PREPARED BY: i/1 ,J3 m. DATE: Iof 7 f E & INPUT CHECKED BY: DATE: ! O
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OUTPUT REVIEWED BY: FN DATE: O ~# ' PROGRAM: hab6 $O ' REVISION: C.1 , RUN BANNER: Paisha 4 /T/A no 79 DATE: tol. lvs
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/ J INPUT CHECKED BY: b DATE: l OUTPUT REVIEWED BY: ** DATE: M """~88 PROGRAM: QtE&f0 REVISION: C. S RUN BANNER: Pot s6a r / r/a o67c. DATE: io %e/e 3 i
INPUT PREPARED BY: '750 9. bMm DATE: /Of 2d !T 2, I O INPUT CHECKED BY: ^' DATE: I OUTPUT REVIEWED BY: s /Mn" DATE:
U MPR ASSOCIATES, INC. 1050 Connecticut Ave., NW - Washington, DC 20036
Title:
COMPUTER PROGRIO1 Calculated by: /N/C Date: ik i' l e'3 DOCUMENTATION SHEET Checked by: ' Date:_ Reviewed by: Date: Project: Page of PROGRAM: hi E(-s O REVISION: G1 RUN BANNER: hdlSCM b 'Te n na h DATE: 10 l 1l 7r 3 i INPUT PREPARED BY: sih b,k DATE: lOf7ff3 l J ' INPUT CHECKED BY: b~ , DATE: l1[2, C OUTPUT REVIEWED PY: DATE: /M ~ PROGRAM: REVISION: RUN BANNER: DATE: INPUT PREPARED BY: DATE: INPUT CHECKED BY: DATE: OUTPUT REVIEWED BY: DATE: PROGRAM: REVISION: RUN BANNER: - DATE: INPUT PREPARED BY: DATE: INPUT CIIECKED BY: DATE: OUTPUT REVIEWED BY: DATE:
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