ML20198J575
| ML20198J575 | |
| Person / Time | |
|---|---|
| Site: | Seabrook  |
| Issue date: | 06/01/1986 |
| From: | Devincentis J PUBLIC SERVICE CO. OF NEW HAMPSHIRE |
| To: | Noonan V Office of Nuclear Reactor Regulation |
| References | |
| RTR-NUREG-0737, RTR-NUREG-737, TASK-2.D.1, TASK-TM SBN-1082, NUDOCS 8606030153 | |
| Download: ML20198J575 (117) | |
Text
SEABROOK STATION Engineering Office
,l Pubsc Service of New Hampshke June 1, 1986 Now Hompshire Yonkee Divh SBN-1082 T.F. B7.1.2 United States Nuclear Regulatory Commission Washington, D.C. 20555 Attention:
Mr. Vincent S. Noonan, Project Director PWR Project Directorate No. 5
References:
(a) Construction Permits CPPR-135 and CPPR-136, Docket Nos. 50-443 and 50-444 (b) PSNH Letter (SBN-969), dated March 17, 1986, "NUREG-0737 II.D.1, Performance Testing of Boiling Water Reactor and Pressurized Water Reactor Relief and Safety Valves", J. DeVincentis to V. S. Noonan
Subject:
NUREG-0737 Task II.D.1, Performance Testing of Boiling Water and Pressurized Water Reactor Relief and Safety Valves; Additional Information
Dear Sir:
In Reference (b) we provided information regarding performance testing of reactor coolant system relief and safety valves for Staff review. During subsequent discussions with the Staff we were requested to provide additional information regarding the piping analysis.
In response to this request enclosed please find excerpts of the following documents.
o Stress Report for RCS Pressurizer Safety and Relief Piping System, Revision 0, dated April 25, 1986 o Pipe Stress Calculation Set MCD No.04-491.05, dated May 1, 1986 We trust the information provided herewith is acceptable and request the resolution of this issue be reflected in the upcoming supplement to Seabrook's SER.
Ve y truly yours, 8606030153 860601 w
PDR ADOCK 05000443 r
A John DeVincentis Director of Engineering Enclosures t \\
cc: Atomic Safety and Licensing Board Service List P O Box 300. Sootwook. NH 03874. Tetophore (603) 474 %21
Diane Curran, Esquire Calvin A. Canney Harmon & Weiss City Manager 2001 S. Street, N.W.
City Hall Suite 430 126 Daniel Street Washington, D.C.
20009 Portsmouth, NH 03801 Sherwin E. Turk, Esq.
Stephen E. Merrill, Esquire Office of the Executive Legal Director Attorney General U.S. Nuclear Regulatory Commission George Dana Bisbee, Esquire Tenth Floor Assistant Attorney General Washington, DC 20555 Office of the Attorney General 25 Capitol Street
. Robert A. Backus Esquire Concord, NH 03301-6397 116 Lowell Street P.O. Box 516 Mr. J. P. Nadeau Manchester,' NH 03105 Selectmen's Office 10 Central Road Philip Ahrens Esquire Rye, NH 03870 Assistant Attorney General Department of The Attorney General Mr. Angie Machiros Statehouse Station #6 Chairman of the Board of Selectmen Augusta ME 04333 Town of Newbury Newbury, MA 01950 Mrs. Sandra Gavutis Chairman. Board of Selectmen Mr. William S. Lord RFD 1 - Box 1154 Board of Selectmen Kennsington, NH 03827 Town Hall - Friend Street Amesbury, MA 01913 Carol S. Sneider, Esquire Assistant Attorney General Senator Gordon J. Humphrey Department of the Attorney General 1 Pillsbury Street one Ashburton Place, 19th Floor Concord, NH 03301 Boston, MA 02108 (ATTN: Herb Boynton)
Senator Gordon J. Humphrey H. Joseph Flynn, Esquire U.S. Senate Office of General Counsel Washington, DC 20510 Federal Emergency Management Agency (ATTN: Tom Burack) 500 C Street, SW Washington, DC 20472 Richard A. Hampe. Esq.
Hampe and McNicholas Paul McEachern, Esquire 35 Pleasant Street Matthew T. Brock, Esquire Concord, NH 03301 Shaines & McEachern 25 Maplewood Avenue Donald E. Chick P.O. Box 360 Town Manager Portsmouth, NH 03801 Town of Exeter 10 Front Street Gary W. Holmes Esq.
Exeter, NH 03833 Holmes & Ells 47 Winnacunnet Road Brentwood Board of Selectmen Hampton, NH 03841 RFD Dalton Road Brentwood, NH 03833 Mr. Ed Thomas FEMA Region I Peter J. Mathews, Mayor 442 John W. McCormack PO & Courthouse city Hall Boston, MA 02109 Newburyport, MA 01950 Stanley W. Knowles, Chairman Board of Selectmen P.O. Box 710 North Hampton, NH 03862
M Y@'er.oseer 21% 422 464 Phitaeaccit PA l'J101 URiiGf.f C:::E#:::' 3;C
!s Construcian e
Asav nescoroarv PIN: 9763-PSA-49105-6000 STRESS REPORT POR PUBLIC SERVICE COMPANY OF NEW HAMPSHIRE SEABROOK STATION, UNIT NOS. 1 & 2 REACTOR COOLANT SYSTEM PRESSURIZER SAFETY AND RELIEF VALVE PIPING SYSTEM ASME SECTION III - CLASS 1 J.0. 9763.102 REVISION DATE PREPARED BY:
CHECKED BY:
APPR0yq;B BY:
[
,,,g" 0
4/25/86
/
f f
7 A
=
This Document Complies with Paragraph NA 3352 of the ASME nonsSIONAL Boiler & Pressure Vessel Code 4
Selection III, Division 1.
Zeicmtw s. otsztwsnt Yfh L
As ?$,0b e+hh F, e
t
/
PF DATE W
1.0 INTRODUCTION
This report presents the stress analyses for the Nuclear Class 1 pip-ing of the Pressurizer Safety'and Relief Valve System for Public Service Company of New Hampshire's Seabrook Station Units 1 and 2.
The Analy-see were performed in accordance with the design criteria established by the piping design specification (Reference 3.1) and applicable portions of the ASME Boiler and Pressure Vessel Code,Section III, (Reference 1.1) for Nuclear Power Plant Components herein referred to as ASME Sec-tion III.
i The piping mathematical models used in the computer analyses described.
in Section 5.1 include the subject Class 1 piping and components, as well as downstream non-class (NNS-1) piping and components. The con-necting non-class portion is the subject of another stress report list-ed as Reference 3.8 and is included in the mathematical model for over-lapping purposes only to qualify the subject Class 1 section. This non-class (NNS-1) portion meets the limits imposed by ASME III for Class 2 piping.
This report shows that the subject piping system complies with the piping i
design specification and the design criteria set forth in Section 3.0 of this report and that, as detailed in Sections 5.6.6 and 5.6.7, the opera-tional limit for each of the two relief valves is fifty (50) discharges.
2.0 SYSTEM DESCRIPTION The pressurizer in the Reactor Coolant System is provided with three safety valves and two powe,r operated relief valves for overpressure protection and pressure transient control. These valves discharge through a closed piping system to the pressurizer relief tank where steam is cooled and condensed by mixing with water.
A water-seal is provided by a vertical offset in the piping immediately upstream of each of the two relief valves to prevent hydr 5 gen leakage through the valve seals. When a relief valve opens to prevent an overpressure condition, the water from the seal is discharged ahead of the steam as the valve disk lifts. This slug of water discharges
-into a mixing chamber directly down stream of the relief valves.
There the slug is reduced in density and significantly dispersed by mixing with air and steam thereby mitigating fluid transient forces further down stream.
The subsequent flow of water and steam through the discharge piping toward the relief tank produces the controlling transient loading condition for the pressure transients considered in l
this analysis for the relief valve piping.
The safety valves are used primarily to backup or supplement the relief valves to reduce an overpressure condition. The setpoint of the safety valves are higher than the relief valves and open to discharge satur-ated steam when necessary. The safety valves are available to discharge 567'F water should both of the relief valves become inoperational.
l n
2.0 System Description (Continued)
The safety and relief valve piping is supported from the structure at-tached to six pairs of support lugs supplied with the pressurizer ves-sel. These lugs are located below the weld of the vessel head and are specially designed by the pressurizer supplier for this purpose.
The piping and the above mentioned supporting structure are fully disengaged from the concrete shield wall surrounding the pressurizer vessel.
Due to the location of these lugs, the nozzles on the vessel head and the design of the piping support structure a differential thermal displacement is induced in the piping system. This differential displacement is due to,
the thermal growth between the lugs at Elevation 46'-l 5/8" and the nozzle on the pressurizer head. A detailed calculation can be found in Appendix G.
To account for this differential thermal displacement, piping flexibility is provided as follows:
(a) Two piping loops oriented in the vertical plane and located just up-stream of the relief valves are provided for each relief line.
1 (b) Each of the three (3) safety valve discharge lines are provided with two (2) ball joints.
t (c) Flexibility for the twelve (12) inch discharge pipe is provided by a pipe loop at elevation (-)7'-6".
3.0 DESIGN CRITERIA The subject piping and components were analyzed in accordance.with the requirements of the following:
(a) Design Specification for Nuclear Power Plant Piping Systems for PSNH Seabrook Station, Unit No.1 and 2.
Specification No. 9763-006-248-43, Rev. 16, 12/9/85.
(b) ASME Boiler and Pressure Vessel Code,Section III, 19'77 Edition with addenda thru December 31, 1577.
(Note: Load combinations and stress limits are per EPRI guidelines, see Section 3.1 below.)
3.1 Load combination The following load combinations and stress limits according to the EPRI guidelines (Ref.1.4) as presented in Tables 1, 2 and 3 were utilized in this report.
.n.
LOAD SYMBOLS D
Desdweight Operating Basis Earthquake OBE PMAK Maximum Pressure (Design or Operating)
Eod AT l +C E3 sb! "fa.-d T l Ref. I'.1 NB-3653.1) 1 Q
i T
bh 2(1-v)
Relief Valve Discharge (Steam or Water)
R.V. DISCH SAD Seismic Anchor Displacement Safe Shutdown Earthquake SSE Safety Valve Discharge (Steam'or Water)
S.V. DISCH Thermal Expansion and Anchor Novement T
TR Flow Transients f
4
3.1 Lead Combinations (Cont'd).
TABLE 1 - LOAD COMBINATIONS AND STRESS LIMITS FOR POWER OPERATED RELIEF VALVE PIPING - ASME III, NB-3600, CLASS 1 (Lines RC-80-1, RC-80-2, RC-80-6 from Pressurizer Nozzle to Power Operated Relief Valves)
CONDITIONS LOAD COMBINATIONS STRESS LIMITS Design P+D+0BE EQ(9) f 1.5 S.
Normal and PMAK+T+0BE+TR(R.V.DISCH-5 TEAM)+Q Upset AND EQ(10) 1 3.0 S, PMAK+T+0BE+TR(R.V.DISCH-WATER)+Q oR T
EQ(12) f 3.0 S.
PMAK+D+0BE+TR(R.V.DISCH-STEAM)+Q PMAK+D+0BE+TR(R.V.DISCH-WATER)+Q EA(13) i 3.0 S.
AND U
USAGE FACTOR 1 1.0 Emergency FMAK+D+TR(R.V.DISCH-STEAM)
AND EQ(9) i 2.25 S, PMAK+D+TR( R.V.DISCH-WATER)
Faulted PMAK+D+SSE+TR(R.V.DISCH-STEAM)
AND EQ(9) i 3.0 S.
PMAK+D+SSE+TR(R.V.DISCH-WATER)
I
.._.,-.,-en_-,,--n,,.-.-..-..--.,.,e
-m
.,_..n-.
,v-
+ -
3.1 Load Combinations (Cont'd).
TABLE 2 - LOAD COMBINATIONS AND STRESS LIMITS FOR SAFETY VALVE PIPING ASME III, NB-3600, CLASS I (Lines RC-74-1, RC-75-1, RC-76-1 from Pressurizer Nozzle to Safety Valves)
CONDITIONS LOAD COMBINATIONS STRESS LIMITS Design P+D+03E EQ(9) i 1.5 S.
Normal and PHAK +T+0BE+ SAD (OBE)+Q EQ(10) 1 3.0 S, Upset OR T
EQ(12) 1 3.0 S, PMAK+D+0BE+Q EQ(13) 1 3.0 Sm AND U
USAGE FACTOR i 1.0 Emergency PMAK+D+TR(S.V.DISCH-STEAM)
AND EQ(9) i 2.25 S.
PMAK+D+TR(S.V.DISCH-WATER) f Faulted PMAK+D+SSE+ SAD (SSE)+TR(S.V.DISCH-STEAM)
T1WD EQ(9) 1 3.0 S, PMAK+D+SSE+ SAD (SSE)+TR(S.V.DISCH-WATER) 4
1 4.1 Tabulation of Primary Load and Fatigue for Critical Components TABLE 4 - STRESS
SUMMARY
, ASME SECTION III, NB-3600, CLASS I SAFETY AND RELIEF' VALVE PIPING CONDITION DESIGN EQ.(9)
(KSI)
ITEM LINE NO.
SIZE DATA COMPONENT ACTUAL ALLOW.
PT.
1.5 S.
1 2
3 4
5 6
7 1
RC-74-1 6"
105 PIPE 12.54 24.63 2
RC-74-1 6"
107
, ELBOW 21.31 24.63 3
RC-74-1 6"
112 TRANSITION 8.71 24.63 4
RC-75-1 6"
205 PIPE 12.27 24.63 5
RC-75-1 6"
207 ELBOW 20.91 24.63 6
RC-75-1 6"
212 TRANSITION 8.64 24.63 7
RC-76-1 6"
305
, PIPE 14.42 24.63 8
RC-76-1 6"
3071
. ELBOW 23.91 24.63 9
RC-76-1 6"
312 TRANSITION 9.46 24.63 10 RC-80-1 6"
15 PIPE 19.40 24.63 11 RC-80-1 6"
8 ELBOW 16.88 24.63 12 RC-80-1 6"
40 TEE 14.03 24.63 13 RC-80-1 6"
42 REDUCER 12.49, 24.63 14 RC-80-2 3"
65 PIPE 12.22 24.63 15 RC-80-2 3"
43 REDUCER 15.19 24.63 16 RC-80-2 3"
46, 64, 62, 64 ELBOW 20.54 24.63 17 RC-80-2 3"
68,82 TRANSITION 12.40 24.63 x
18 RC-80-6 3"
265 PIPE 12.94 24.63 19 RC-80-6 3"
243 REDUCER 15.04 24.63 20 RC-80-6 3"
246,264 ELBOW 20.62 24.63 21 RC-80-6 3"
268,306,282 TRANSITION 14.10 24.63 i-a 9
4 1
1 i'
4.1 Tabulation of Primary Load and Fatigue for Critical Components TABLE 4 - STRESS'.
SUMMARY
, ASME SECTION III, NB-3600. CLASS I SAFETY AND RELIEF VALVE PIPING (Continued)
CONDITIONS NORMAL AND UPSET (KSI)
EMERGENCT FAULTED MAX EQ(9) (KSI)
EQ(9) (KSI)
Ites EQ(10)
EQ(12)
EQ(13)
ALLOW.
USAGE ALLOW ALLOW ACTUAL ACTUAL ACTUAL 3.0 S,.
FACT.
ACTUAL
- 2. 2 5 S,,, ACTUAL 3. 05,,,
8 9
10 11 12 13 14 15 16 17 (1)
~
49.26 Negli.
7.79 36.95 15.58 49.26 18.65 49.26 15.00 36.95 26.50 49.26 2
25.4 49.26 7.47' 36.95 10.86 49.26 3
20.58 49.26 7.58 36.95 15.83 49.26 4
18.43 49.26.
14.35 36.95 26.83 49.26 5
25.06 49.26 7.10 36.95 10.74 49.26
'6 20.56 7
19.72
~
49.26 10.91 36.95 21.69 49.26 49.26 18.45 36.95 34.50 49.26 8
26.64 49.26 8.51 36.95 13.09 49.26 9
21.04 49.26 14.70 36.95 21.86 49.26 10
/,8.14 49.26 16.98 36.95 24.43 49.26 11 40.54 49.26 12.82 36.95 15.94 49.26 12 29.47 49.26 12.07 36.95 13.36 49.26 13 21.43 49.26 8.24 36.95 17.24 49.26 14 36.42 49.26 13.14 36.95 19.67 49.26 15 34.83 16 52.00 35.59 18.80 49.26 F
14.20 36.95 27.67 49.26 49.26 0.95 7.64 36.95 16.40 49.26 17 36.45 9 106 49.26 Negli.
8.21 36.95 15.85 49.26 18 34.74 49.26 13.14 36.95 19.21 49.26 19 32.74 l
20 51.62 34.50 18.08 49.26 o
14.24 36.95 25.78 49.26 49.26 0.95 7.62 36.95 16.09 49.26 21 42.85 0 306 4
i l
i (1)
See Section S.o.2 ter explanati:n *
- - a cre
5.2 Material Properties TABLE 5 MATERIAL ALLOWABLES - (Ref. 1.1)
Table I-1.2: 1-2.2 I-7.2 MATERIAL STRESS YIELD-SPEC.
CLASS ASIM TEMP.
INTENSITY / ALLOW.
STRENGTH
('P)
(ESI)
(KSI) 2501 ASME III, CL.1 SA376, TP316
~100 S. = 20.0 Sy = 30.0
~
680 S = 16.42 Sy = 18.26 TABLE 6 MATERIAL PROPERTIES - (Ref.1.1)
Table'I-6.0; I-5.0 SPEC.
MATERIAL PROPERTIES ASTM 70 123 659 673 2501 SA376, TP316 Moduli,of Elasticity 28.3 28.06 25.05 24.96 811,B12 E = (106 PSI) 33 25
5.3 Piping and Components Data TABLE 7 ASME III, CLASS 1 PIPING: (Ref. 3.2)
PIPE PROPERTIES (IN)
SPEC.
PIPE PIPE DESIGN LINE NO.
SIZE SCH.
PRESS 0.D.
I.D.
WALL RC-(PSIC)
THKN.
2501 6
160 2485 6.625 -
5.189
.718 74-1 75-1
~
76-1 80-1, 2501 3
160 2485 3.5 2.624
.438 80-2 80-6 r
w -
i.v
- h,
.) ' T-Thermal 7.v.hansion' and Anchor Movement 1-
,. i Thermal analyses were performed on ADL MODELS-A & C for the fol-lowing conditions:
Normal (123*F for all lines) s.
Upset (673*F for all lines)
Temperatures for the individual lines are speIified in the Piping Design Specification (Ref. 3.1).
The thermal' anchor movement of i
T /
equipment as specified by the equipment manuf acture (Ref. 4.11) g was' included in the analyses.. Normal and Upset thermal condition analyses were performed to check EQ (10); EQ (12) and, for the usage factor calculations per ASME Section III, NB-3650.
The Faulted environmental temperature of 329'F was not analyzed as a separate load case since this condition is enveloped by the t
Upset temperature of 673*F. Fatigue evaluation for this condition was not required since LOCA load constitutes one cycle.
1
- i. I s'
e l
\\
/
0 5
7 f
)
i
h 5.6.7 TF. - Flow Transients Consideration was given to the loading imposed on the piping system by hydraulic forces caused by flow transients.
The piping analysis performed on ADL MODELS-A & C for this load case was based on the loading data contained in the UE&C calculation entitled " Pressurizer Safety and Relief Valves Discharge Piping Forces (Ref. 3.12).
The following four cases were addressed in Reference 3.12.
Case 1:
The relief and safety valves open sequentially at their respective set points. The water-seals in the relief. lines are-discharged followed by steam.
Case 2:
Threesafet/'valvesdischargesaturatedsteamandthe relief valves remain closed.
Case 3: T0o relief valves discharge 567"F water and the safety valves remain closed.
Case 4:
Three safety valves discharge 567'F water and the relief valves are inoperational.
The static method was used applying the maximum load for each leg enveloped from the above four cases using the procedure described in the miscellaneous calculations section of Appendix-G. The l
applicable load was applied to each leg individually including the l
forces on adjacent legs using a dynamic load factor (DLF) equal to 1.5.
The fluid transient load cases listed as file numbers 27 through 43, 45 and 48 through 50 of Appendix-G each represent computer runs for an individual piping segment.
al
e APPENDIX E Safety Valve Nozzle Loads O
4 l
I s
I r
i I
r l
?
9 APPENDIX - E Safety Valve Nozzel Loads Valve Tag Nos.
RC-V115 RC-V116 RC-V117 e
er en 9
e 4
b
, 8 g g g g,7..::.:
4.2
-6#. ;
I
" "+
c
. 18.06 N.--rG shl
,.<i i
cm
" l c$u"f5 PSHH-SEAE/70GK I
u,m EE s ar IL.
cc SAFETY VALVES-MOZZlE LOADS to 9763.102 suexcr ACCEPTA/JCE CRITER/,4:
I CO/JDITIOld LOAD COM8/NATIO/J 'l LlHITS
'A' D + T+ SSE + SA D{SSE) + BJ(C)
REEI:
Fy Fx Mr VALVE CLOSED I* fy(max) Fx(MAX) +Mz(trax) #l'O
~
Mx Fa E' Mx(MAX)
- Fu(MAX)S I'O My Fe 3*My(t14x)
Fg (MAxl < l.O 11 f Ms A
4., f Mx s j,0 t1x(MA>91 +LMr(MAX))
RER 2 :
'B '
D + T+ SSE + SAD (0BE)+
/, G',x S.95Sy(OPER48/llTY) g VALVE OPElJ
+ TR(S.VO/SCH.) + BJ(0) 2, gg,, s 1,0 3y' sTevCniest 8' V yg &.5Syl(lNTEG A
s (t) LOAD SYMBOLS SEE PAK. 3.0 OF STRESS REPORT, OTHER SYMBOLS AS F0ll0WS:
BJ{C) AMD BJ{0) - Ball JOINT EFFECT (SEE NOTE bel 0hl)
&ngg MAX. PRINCIPAL STRESS /W ATTACHED P/P/H G Og yg -
AVERAGE MEM82AA/E STRESS ACROSS ATTACHED PIPING NOTEI Ball JOINY EFFECT IS A RESISTING BEMD/MG MOMENT A-T Ball Jo/NTS 00 s.V O/SCHAl?GE PIP /UG. THE MOHfMr /S MT/VE ONL'f it'MEU P/P/NG MC./EJ, THA T /S AT Pi ANT STA RY-UP WHEAL BJ{C) ifNO Dl/2/MG S.V. 0/JCHi4/7GE WHEU
$* V st22 Cl0 SED
&.'E! A.CE OPE /. C:.4SE. VA TIVEL Y TM/S MOMENT HAS BEEN zm 5 5... -~
.- ;..rgijrj,:g c n c Tj ;i - lCAg :: Ej stw."n!G
. "Ju7
? :-
-g;<5:17J HA v! is+i
^<c::?.* !D.Acor20/uslY l :!.-r T u.
K.'
Elldl =
.~ ~,
'~l.
~*
=
car.c-a.: +u Arica escc:
.,,. u.3.,
~
i"""i Tida.
~if h,:,,jpjj,g,.73:naem
~'
i *.Y.te.! G '??ie u, I
Ec"2 ; PSMH-SEA 8200K
/
uwrn 2Ea 9 e, w er 9763.102 SAFETY V4lVES-NorZlf LOADS so suesecr
REFERENCES:
la FP-52954-01, ' CROSBY' DWG 70- 00005, REV. 0 RECOMMEMOED MAX. EXTERMA LLY APPLIED FORCES AMD MOMENTJ, vat VE cloffD
- 2. FP-52270 -0/,
W LETTER WAH-U-1458 (ll,/8.77),'
SAFETY VALVES N077tf 40A0 AUOWABLE - CPEN Pt?J/7/0N
- 3. FP-524 67-0/, ' CROSBY
S. V. STRESS REPORT EC-155, REV./ (10.l.75)
- 4. FP-93707-02 'AER040/P' OWG BB 41/37 2/, '6 " TYPE W Ball JOIN 7*,
NOTE 7,
.e e
O t
~ _ _ _,
C ALC. SET NO.
ic.r ue4 E1 M [* dr O REQ PRELIM.
_ -.an aco a 4 ?/. 0 5 F IN AL
... o, co-,.
_P S N H.,_.SEABRO.OK..
... o~,us voio v^WE,,N{U23,,,1CRDS _6,# gC - y//5 SHEET 36 OF FE
.u.uct J.o. 9 763.006 Iso. ows. No:
9763-D - 8000 74
.N COMP. BY CHK,0 BY Rev/Date:
AS CONSTRUCTED ff,Q qq.
Uzsc re. Mu:
6 "- RC-V/JG
- $.19.% "I'ie86 Type: SMETV VA4VEActive b Non-Active ura ura Clobat Coordinates: North = +X; East = +Z; Up = +Y Torces (LB)
Homenta (F'TI 8_)
camp.
FX Fy FZ MX HY Mg Runs had Identification Nodat reint :
/22 -
VAL VE Cl0SEO o
-63
- 256
. 53.
-27
- /08 3, s. e3 l
1 (tfAX} -342 0
-96 0
-5/
0 3.3.83 sse (t) 2472 628 823 767 582 1038 4 17 86 san (ssz)(4 22 3
)
g 9
3 3.7.83 E
2699 867 929 629 669 ll49 Nodat raine :
/22 -
VAL VE OPEh/
o
-63
-256
-9 53
-27
- 10 6 3.5.83 l
1 (tfM) -342 0
- 96 0
- 5/
0 B.3.83 r
sSz (d) 2472 628 823 76*f 582 1038 4.17 86 l
SAD (SSE){d) 22 3
/
9 Q
3 3,7,8)
'S.V. D/SCK(-44/84 387
/043 6/6 577
/754 3.3.88 E
7093 1274 1972 1445 1246 2103 F D'. ARKS :
Pt. Selected for Analysis -
822 Other Valves in Sa=e Occsp U ~ V//h, 6 86* V// I
GENERAL COMPUTATION SHEET l
CALC. SET.NO
- at os 3 78 "II 6Q Q$$$
PRELIW.
a consvuctors inc.
FINAL
>co o 49/,05 K
/
voto
- l..., co.....PS NH,_.SEABROO u~im SHEET 45 or 96 v.. cr.._
_r --vAtv wozzte imos
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COMP. SY CHK'O SY a
l Iso. Dus. no:
Wd y'K4!
As consTaucTED o
i navloste:
.,a #'"
IO'#S A* '
6 - K-Vll6 exsc tc. nk:
~
mta u,a X
Non-Active Type:f4 RETT VN VE Active C1chal Coordinates: North = +X; East = +Z; up = tY Forces ( FT)
Homents (PTLB)
Comp.
\\
Fy Fz MX MY MZ Runs I
Fx Identification M
l I
nodat point :
222 -
VALVE CidSED
- S
-95 BI
- 79 3.3.83 o
-Il
-255 r (ttAxl -934 0-ISO
'O 238 0
E.3,83 sss (*)
1880 635 600
.480 165 1561 4.IT 96 snotssx)(t) 50
/3 3
18 8
29 5.7.84 E
2675 103 748 743,/042 1668 m
nodal totut :
222 - VALVE OPE /J o
-II
-255
-5
-95 BI
- 79 5.3,83 i (MAM - 934 0
150 0
238 0
3.3.83 sst (t}
1990 635 600 680 165 IS&I 41786 sko (sst)(t) 50 13 3
18 8
28 3.7,83 5?DISCH. (t) 2747 383 357 4ll 46/
I4 70 9.3.85 (704l1.?3l?l26 E
5622 1296 lto5 F D'. ARKS :
Pt. Selec cd f or AnnL/ sis -
827
- $".E ~Vl!?, d'.C:~!'?
Other Vai.*cn Ln S.:a Ct:.u:
.- soa r a= 17 '
GENERAL COMPUTATlON SHEET C ALC. SET NO.
$ M GH cmino
-t a corutructers av..QlR$$
PRELIM.
sco, 49/,05
"^'
uaua oe cou* ANv.. P S N H..,- SEABRQ0K...... -. u~,m l..__ -
vmo VALVE N.0ZZLE LOADS - 6 " M C
..V // 7
~
SHEET 6 EOF 9E
.u.x ct._
J.O. 9763.006 Iso. ows. No:
9763-D - 800076 ay c o u p.
y egg o,y neviDate:
As coNSTRtlCTED
.m$$,$, W o
u,s Unsc ec. uk:
6 "- RC - V// 7 4 /8.86 4.16 64 Type: SAFETY VALVE Active h Non-Active u,s ass Global Coordinates: North = +X; East = +Z; Up = +Y Forces (PT) noments (FTLB) camp.
FX Fy FI MX HY MZ Runs had Identification Nodal Foint : 322 - VAL VE CLOSED.
.i
?
o 16
-339 5
183 23
- 2 76 S.3.83 i (MAX) - 506 0
- /36 0
-356 0
5, B a 8 3 it' x
(t}
1404 66'l 1318 All 340 (468 4.s186 a ssz SAD (sse)(i) 72 26 36 32 0
48 3,7.85 x
246b 1022 1485 626 725 I742 Nodal Point : 322-VA L VE OPEAl n
16
-339 5
/25 23
- 276 3.3.83 i (MAX) - 506 0
- /36 0
-356 0
3.3.83 (t) 1904 657 ISIB 4tl 390 1468 4 11 66 sst SAD (sse)(t) 72 gg 36 52 0
48 5,7,83 S.V OIKH, ft) 5'549 573 18 75 553 3682 2079 l', g,fy E
6CI5 I395 3360 II59 4407 387I rate s :
Pt. Sclec:cd for Analysis -
322 'EAMC C.V MAY. SEC/A/6 (/M[4/[)
ourc va :e t., s =.2 croup - G i 2C Vll5, s '.' EC-vi!6 h
um,-.,,,-
-....v
-..v.,
.,mm.
. u --
3,,,
n
- 3. o.,
'CISCIPLf ND g
sutu j
/
~
l'E18.96 Ett. %
cl.ggy F.ruN-SEABROOM
/
uniris 6Ew9E suter sunsecr SAFETY VALVES-N0ZZlE LOADS to 9763.102 EVALUATION of SELECTEO VALVE - DATA PT 322 i LOAos CONVERSION TO LOCAL C00/70/ NATES (REE/):
Wh y'
COORDINATES:
X, Y, E - GL OBA L.
W X ', Y' E '- L OCA L
~
y-v'
~
h
^
3 hh a'
COHVERS/0N FORMULAS:
Pg' = Fx cost + FgSink Mx' = Mx cosa + Mysine Fy' = Fy My' -
My F ' = Fx sind + F cose Mg ' = Mx sine + My cost a
g LOADS IU LOCAL C00%D/ NATES:
(My l Mg - BEND /MG moments) f02CES (LB)
MOMENTS (PTLB)
, g, g Fx Fy Fu Mx My My VALVE ACTUAL 2626
/G22 2754-1664 726 I750 l
CLOSED
+
2000 2000 Bl(0) 7775 375 o Allow. 25,080 8/34 25,080 6270 6270 6270 RERI VA l.VE ACTUAL
&*CE
/ ?~2E
~i40 3 -lE 2
.:.07
_j 652 l
OPIM
~00 0 3000 t
E-l0]
~~.. O j
&G52 I
E r
-~
GENERAL COMPUTATION SHEET c,gc t7.,c g
g osmuna
~co-1,i?.26 ' 2.':e. u l
~
e 3% PSHH-SEABR'00K I
u.ws 7E w9E weer SAFETY VALVES-WOZZLE LOADS to 9763. 013 suener COUDIT/0N 'A ' -
VALVE CLOSED :
Fy Fx Mu Fv(nAx)
Fx(MAX) + Mz(max)
< /,0
/'
~
1022 2826 3750
- 50 < ]* 0
- . O. K,
~
815 4 25,080 62'70 Mx Fg 4 l.0 2'
Mx(M4x)+ Fg (max)
~
I664 2754
- S0 < l* 0
- 0 W*
S 6270 25,000 My Fe 3.
z
,,9 My (nAx) fm (max)
~
2725 2754
- 0 0 < I' O 0, K.
~
6270 25,080 (f
Mx
'2 M*
4' \\
l.O l, Mx (max)) + Ma (max
{ 1664 b* ( 3750,
1
.. O. K.
=.M
<l.C g2go ; &
ggyo I
l
conEnat COMPUTATION SHEET i
- 4 ;r CALC IEo y
gg't;
.y i tcsscwuno mv.
~'
- T).'I6. 86 Tie.ib ee,",',Z PSA/H - SEA 8R00K
/
unws 8Ew9E s,.us suener SAFETY VALVES-N0ZZlE LOADS 9763. l02 so CONDITIOh/ 'B' - VAL VE OPEW :
/NPUT DATA :
6'SCH40 - VALVE 0074ET P/PEldCTUM P/PE /S SCH80, SCH40 AS. FUMED T
.BE C0A/s/STANT w/TN RER S, PAGE 8./O-3)
Do = 6 G25 /N P/PE 0.D.
d = 6.065/H P/PE Z.D.
+-
. 280 /H Wdt.l THk' 2 = 8. 5 /W '
Sec7/0A/ Moputus A =558/Nz cgosS secrion MErst Agrx Po =
750 PS/G DES /GM PRESSURE Sy = 30,000 ps/ - Y/ ELD STKEA/GTH, REM 3, PAGE 8.4~7 AX/M STRESS:
6 =
Y My* + Mz +
Fx +
P Do x
y 4
4g 12 ] 7407 ** 6652* '
8205
+ 750x 6.625 6 ~-
+
k
- 8. 5 5.58 4 x. 28 AVG
- 5901 6=
[9,962 PS/
x C/ECUMFEREA/T/AL PRESSURE STRESS:
P Do 750 x 6. 625 Gy=
g,,gg
==
i Gy =
EE 72
?!/
~*
GENERAL COMPUTATION SHEET t,,,,
g,,
.., e g,
' DISCITUNU l
l
- st w g
cwm.z.: %.n 1
"*",'% PSNH - SEA 82OOK uu,m I
e sneer g E cv 9E to 9 763. IO2 suener SAFETY VALVES-N0ZZlE LOADS SHEAR STRESS:
T "
2 {Fy*+ Fe* '
Mx
+
A 22 T = 2f1395'+ 7860*'
2 x 3452
+ l2 x e. s 5.58 T=
5298 PS/
MAX / MUM PE/WC/ PAL STRESS:
S,, =,S[Gx' + G'y + }{6 -G.) *+ 4x T *)
g x
y Gugg =.S[/1962+ 8872+ l(/1962-8872}'+4x S216 *f Sygx =
22,o86 PS/
VALVE OPEU, CPE2A8/l/7Y CHECK :
z Sygx =
22,086 PS/
<. 95 Sy = 28,500 PS/
.. O. K.
l STRUCTURAL
/NTEGE/7Y CHECW :
.. C. k' Snsx =
22,08 6 PS/
I,0 Sy = 30 000 PS/
l 6, yg
=
590 7 PJ/
. 5 Sy = IS, 000 PS/
..C.K.
l l
l
sA-n 4
0 e
e e
9 O
se
- - a u.c,.,...a,.........,,,..,....
O e
4 s
I l
f
APPENDIX - F Relief Valve and Isolation Cate Valve Nozzle Loads h
Valve Tag. No.
GATE RC-V122 GATE RC-V124 PORY PCV-456A PORY PCV-456B
- C.,L-us
..o
.7:
c
+
-*k h
. e.
- n'?j,;W
..t,aff f
,.g)r. m -
- . e F
.s **',/A 4
.e
'g ?pa.$ y h
$d$
+. -' '
i
- .:3 a N 1
l
oc:.u,.t. v 4,-u m ou.s u m.t.
c.uc
,t..
- .. c.,
b MD!naers f56 Y4/
muac>
h ea Tn.e4 eo,"pZ PSMH-SEA 8/700K l
uwm IF w 15 F w er 9'763./02 sunsecr RELIEF VALVES-H0ZZlE LOADS to ACCEPTANCE CE/TEf?/A:
/. REL/EF VALVES N0ZZLES - PCV - 4664 AMD PCV-456B:
Couo/TIOM LOAO COMBINATIOMs l')
L/ HITS - REF /
l-A P+D+ T+ 0BE+ TK
- l. 6, f
75Sy E'
B S
- 5 SY FUNCT/0HAl/TY LIMlY S. Mr G hfa 4.Ykxxi.43Sy
~'
I-B P + D+ T+ SSE + 7%
- l. 6; 6
I.0 Sy
- g 2Y S
57 SY h
nAx STRUCTURAL INTEGRITY LIMIf
- 2. GATE VALVES WOZZlES - 3' RC-VI22 AWD 3"-RC-V/24:
COWDITION LOAO COMBIWATious (!)
LIMITS - RER 2 2-A P+D + T+ OBE + TR I,G) s
.75 sy V* W 5 SY B
FUNCT/CNALITY LIMIT 3, Tg,, g,5 sy 2-B P+ 0+ T+ SCE + TR I. G'i G
I,0 Sy STRUCTURAL 2, 6,yg g,5jy
/WYEGRITY L/N/T (t} L CA D ty. s5,, : g55 fag, 5 CF sr,73 a
,c..,,,, OTHE.7 S Y ** 3:...
egi t cws,.
'~
^
GENCR AL. COMPUTATION SHECT c 3 g,,,.,,
..,g DIScrti*du ntum i
"~
I
- y,., g..
i
~
c$u"l% PSMH-SEABROOK l
unous wet, 2F w 15 r-9763./02 REl/EF VALVES-H0ZZLE LOAO 20-suancr SYMBOL S **
S - MAX. PRINCIPAL STRESS IN ATTACHED PIPING i
S
- BEND /MG $ TRESS IN ATTACHED P/P/NG g
5,yg - AVERAGE MEMBRAME $72215 ACROSS A7 ACHED PIP /MG Tygg - MAX. SHEAR STRESS IN ATTACHED PIP /MG Me - max. BEAID/MG MCMEWY M
- MAX. 70gs/0NAL MOMENT g
Sy
- YIELO STREUGT AT DESIGN TEMPEf?ATURE (ZEFGREMCE.S :
le FP-5552/- Of W SPECIFICATION No E-955245 - Of PA R. /,2,3 - O 2.
FP - 50283 - /2, W SPECIF/ CAT /02 No G-678852 4
GENERAL COMPUTATION SHEET
~ ~ ~
c;,t; -
c,,,
g, gg,
,o: mum, g,a wy
~'
'0"n.96 K'rz.S4 eo,";,l PS/JH-SEA 8200K i
umm weer 3F a ISF 9763.102 suancr RELIEF VALVES-N0ZZlE LOADS m
NOTES CM 10AD COMB /NA TIONS FOR GATE VAL VES:
THE 1040 COMB /NA TION AlsVM/MG MAX / MUM THERMAL LOAD COMPONENTS FROM NORMAL ANO VPsET THERMA l.
CONDIT/0NJ EXCEEOS VMvE N07tt E l/MIT 6*,G.75Sy {CZITEK/A 2-A).
IT HAS BEEN RECOGN/ZEO THA T C O M B/ U /A/ 6 MAX / MUM l0 ADS
/S VERY CONSE/Z VAT /VE S/NCF NOT Mt YME LCADS ARE ACT/MG COMCURENTlY.
TRANs/ENT lQAD TR-(/M/T/Al D/SCHARGE OF WA7ER WHEN MWER REL/EF VALVES OPEM) /S ACT/MG
~ WORMAL THERMM COND/7/0N WHEN R. V.
P/P/NG /S IN T(N) {P/P/MG HOT UPSTREAM AND AMB/ENT DOWNJTREAbf).
DVRING TMERNAL VPsET T(U)( All P/P/NG H07*) REl/EF VMVEJ stRE REA CH/NG STEADY FLOW D/JCH4EGE, CONS / DER /NG TME A80VE RAT /0NALE THE GATE VALVES N07%iES HAVE BEEN EVAL VA TED FOR THE lCAO COMB /NAT/0Hs C0Ns/CEMED TO ACT CONCUEEN Tl Y' A S FOLLONS:
CouD. /
P + D + T(N)4 oBE + TR coup. Z p+ o + rfu)+ oas G
~ -
.u11 tad enginsac
. C SE' NC e: !
m na o 49I 05
"" l
\\
~
.. o, co,...:.P S N H.,.SEABRQ.0K.....
u~,m I
voio l
VALVE NOEZLE LQADS SHEET 4F OF /5F Isa. own. wo:
9763-D - B000 80 - I J.o. 9763.006
,s coup.sv cHu,o er Rev/Date:
As cons 7xucTED y
yg ursc Fc. nk:
~PCv - 456A
- Ter.es
227.e6 sype:
CONTROL Active Non-Active )
. age
,a Global coordinates: Nor th = +X; Eas t = +Z ; Up = +Y Forces CLB)
Momentn ( FT-LB) camp.
1.oad FX Fy Fg MX MY Mg Runs AXIAL SHEAR SHKAR
'foRSl0H
%END
- BEND 10**tLILC*tL**
Nodal Point ;
/gg g "
D ( Hor) 41 149
-6 128 o
-55 4486 i (max) 1001 1170 -
2 73
-1064-t75
-405
$ 'd'.Q OBE (t) 1054 371 Alb l133 119 (31 4686 l-sse it)
(191 Gib 811 1972 191 2/3 468s 7k(*)(t) 1900 IB 237 154-55 8
4 9 86 4
ED*T*caE+m 4002 1728 1079 2223 349 599 Lp*T*$$E@ 4]29 lq73 l42l 30f2 42l 66l Nodal point :
If2 6
t D (hat)
&I 935
-6 l28
-10
- 764-4 9 86 4 2186 1 (max) 1067 II70 3 73
-1064 749
-2IB7 s.n.86 i
OBE (t) 1853 582 1132 1662 I298 283 4 6 86 ssE (.1) 6084 BBS 2043 2126 2226 46I 4686 TR(twX.t) 1800 18 231 154 420 26 4986 l
l ZD+rroserrs 47Bl 2455 I796 2652 7442 8270 Eo*T*s5em 6032 2808 2647 3 bib
?385 3MB F D%RXS :
Pt. Selected for Analysis -
? ?.~.
other Valves in Same Group - FC/..'-3 t
- - - - - - - ~
i v u. w no ewamu
.!DS3d OJn lH88tB
~
>>a c uu l
ncoo 49I.05 n"n
~~ o. co,~. P S N H.,..SE ABRO.0K..
/_.
o,,, m voio t
.V E. NOEZ 12 L% D S,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
SHEET ff 0F /57 s u.n c,._......
Iso, ows. No:
9763-D - 8000 80 - I J.o. 9763'006 l
,s, cow. Sv cNM*o er nev/nate:
AS CONSTKuCTED
_y g, _
i vr.sc re. nk:
PCV -456 B "Ett.es "').n.n Type:
CONTROb Active b Non-Active urs ute clobal Coordinates: North = +X; East = +Z: Up = +Y
~
Torces iLS)
Homents ( FT-LB)
Comp.
1.oad FX FY Fg MX MY Mg Runs AxlAl SucAR Ss46AR
'foMSION
' BEND
' BEND Identitlestion Nodal Point
- gog, 38 D ( H01) 6I 143 6
-12 7 o
10 4 4 86 i (MU) 432 1236-
-832 433
-14 4l 222
$*r?.*$
OBE '(t) 1056 3Ob 443 1272 l65 l25 4 = 6
- 86 '
sse it) 1783 Blb 640 2141 264 210 A 6 86 7R(+w)(t) 1803 8
231 163 42 8
4486 l
ED+T*0BE+m 3852 1693 1550 274l l&&B 365 D*T*SSE*TN 4 519 I403 1647 3I40 1147 450 l
H5dalPoint:
322 6,
D (mot)
&l 709
-12]
9
-668 4 9 *86 T (MM) 432 1236
-832 933
-2725
-1683 f.N *et OBE (t) 1853 385 1314 1725 1297 223 4 6 86 SSE (2) 3/27 649 219 7 2475 2222 361 4686 TR(MM)(t) 1603 8
23I 163 398 19 4 9 '86 i
\\
ED +T+ 0BE+ M 4649 2338 287b 2694 4409 2583 Zo*T*sst*rt 5923 2602 3254 2944 5334 2121 l
RDMRKS :
Pt. Selected for Analysis - 322
(~ EASED ON M4(, BENDl'.O Mr ' N )
3 Other Valves in Same Grcup - p( V-466 /,
l GENERAL COMPUTATION SHEET 3,
Mp i
av
~ ~ "" "'*
l fg
/
ret t w
<C PLIN D 1.'22.96
???.!&
~
I e,"e%
PSNH - SEA 8200K uwus sacci 6 t-c' /6r 9763.102 REl/EF VALVES-NOZZLE LOADS 30 suestcr
/NPU DA TA :
(courgot Valves) 6'-SCH/60 -
VAL VE OUTLET P/PE P/ P E 0..O.
Do = 6.625 /N W = S, /89 /N P/PE I D.
S
=
, 7/8 /M
~
kVAll THK
/7,8//N' -
SECT /0N MOOulus 2
=
/B. 36 /N 2 -
cross sterion Mergt seed A
=
2485 PS/G - DES /GN P/?FSSO/22
.3 Pp c
. n Sy = /8,260 PS/ - Y/ ELD STRENGTH, Aft 1E ItI, TABLE Z-2,2
[:
FOR MA T'l SA 376, TPSIG COND/7/0A/ 'l-A ' - FUNCTIONAL ITY l/MITS - PT;322:
AX/Al STRESS :
6x = VMy% Me*' +Fx + 4 +
P Do iF A
12 l4409'+ 2583 *' Y4649
- 2485x 6.625
/7,8/
/5.36 4 x. 7/8 6x =
9,523 FSI ClRCUHFEREN 7/AL PRESSUfEE STRESS:
P Do 2486 x 6,625
$Y" 2t 2 x. 718 0'y II, 46 4 P!/
=
1 ga g
x.u:.o gggp
..< u.
- 'L'n.eG ci?
- .,.ni l
15<
eey:
PSNH - SEABROOK umm wecs 7F w 9763./02 suenc, KGl/6'E VALVES ~ A/OZZlE LOADS Jo SHEAR STRESS :
2 fFy*+ Fa' ' +
Mx rwx -
2, 2 f2338 + 2376 * '
- 2
/2x 2694 l3. 36 2x l7,8/
Twx =
1407 PS/
MAX. P2/AICIPAL STRESS.-
.s[6 + G* + f(6,-G )'+ 4x Gs'x ]
e, x
y y
=
o's
=.S[R 523 + //,464+ll( q 523-//,464) *+ 4x /407' ')
0; l 2,203 PS/
~
'l-A ' CR/TE/Z/4 CHECW:
4
. 75Sy =
13,6 95 PS/
.. O. K.
1.
6, = l 2,203 PS/
. 0K 2.
S=
3443 PS/
. SSy =
S,/30 Ps/
g 3.
M, =
2,Wl4 Fna <
Mg = l{44W' 2583' '= 5ll0 fnB.. O. W.
., 0. K; 7852 PS/
4.
T,x =
1,407 PS/ <
43 Sy
=
g
r;g a g, GCP.EA AL COMPUTATION SHEET C ALc ;I* O ml (C w*
l
C" 1
@ggd,ng:naars 9
- 4 W o
"~
- 2"??.96
'E.'n. Bl, eo,"l%
PSNH - SEA BROOK umus I
B F or /5F aur 9763.102 RELIEF VAlVff-N0ZZlE lCAOS to suener CONO/T/CA/ '/-B' ~ STRucrd]rm inreceirY //M/73 - PT 322 :
NO TE: SEE COWD. */-A ' FOR GENE 24t FORMutA S:
AX/Al STMESS t g,, 12 V 5534*+ x 72 I' ' 45923 74gsis.g75 17.8/
./S. 36 4 x, 7/8 O=
/0210 PS/
~
g CIRCVMFEREN T/AL PREJJURE STRff! {FROM */-A'):
Gy =
II,464 Ps/
SHEAR STRESSI 2 lg602*+ 3,754
- iz x 3944 M"
13.3 6 2 x 1 7. 8 /
Z~ngx =
/,952 PSI MAX.
PRINCIPAL S*fRESS 5[/0,210 + /I,464+ f(/0,7IO- //,464)*+ 4x 1952 *)
S
=
i
=
l2,8 8 8 PJ/
' / -B' CRITER/A CHECK:
I.
S = /2,888 PS/ <
/.0Sy 18,260 PSI
.. O. K.
=
i
. 0. M l0,408 PS/
2.
Ym, c l952 PS/
.57Sy
=
.,.,.n, M C 3 % 'l. 0 5 GENCP A L. CC'dPUTA TICN GHECT CALC SET NO at.
com> et Cne e av
($,hnEJggp,haers
'C"*"
- W.
a
- .'27.t6
'#'17. 86 ea,'Z, PSWH - SE48 ROOK I
umm s <<r 9 F or 15F RElIff VALVEJ-N0ZZiE LOAD 20 9763. I C 2 suencr DWGNo:
D~800080*I REV/OATE: AS CLNSTRUCTED UEf d VALVE No:
3"- RC-Vl22 7ype:
GATE PIPE.5/22 :
3 DATA PT :
NO roecEs fia)
MQMEN7J (FTLB)
LOAO Fx Fy-Fa.
Mx M
My guy sxist
.s w e setse romou scuo.
sEyo
/D E M Ti f/C.
D ( H O T) 6l
- 378
-6 l29 15 8
4166 T(NORM 4t) 1042 5I 347^ '
-i/S I
-652
-205 4 21.s6 T(urstr) 1087
-444 373
-1103
- 71 0
-498 j.'lg':$
OBE (t) 223 5]8 8qo 176 427 Af4 4 4 86 ssE (t)
Sf6 477 i558 1358 7 I3'
$02 4686 TR("M(s) 310 l24 237 95 507 286 4 9 66 e
l o+T(H)+08NR l(,3(,
jo80 1468 ieq3 j57l 454 D* TM+ 0BE I31(
(400 I257 I7.50 ll22 459 0 + T+ $$Ev ig jg34 lq23 7lf2 242]
l915 l$80
.~E.1 A n'S :
o >r ? ~,u; m to gang s ;'oup:
3 "- 2C. y!,','A l
P ~ :." ?
- _m c
- ;' AaA yfi!.*
EMi: CH MAX EENClh'0 ;Id*Hl'
,l l
=-l;
.;:~. :s:.
"2.
D
~, ' 'N C.!! * 'C IL
l
' ' T.i.:.,. ~ :
. :.. i
-' " *a ecucn t coueurtrio~ ssccT c1. u ~:
gggm.
.. - 1
- .u
,.y, zim~a
'~
op~y v.. y
~
- PSHH - SEABROOK I
us,v, sm, IOF v 16F 9763.t02 suancs RElIff VALVES-N0ZZiE LOAD to DWGNo:
D - 800080 *l REV/OAYE:
A.s coNSThucTED UE y' d VAL VE No:
3"* EC* VI22 TYPE:
GATG PIPE $1ZE :
O' DATA PT :
02 FORCES (LB)
MCMENTJ (FTLB)
Fx fy Mx My Mg
'hy"h AOAO AX/Al
.$Hf4 2 JHfAR 70XJ/0M BfMO.
Bfyn IDENTIFIC.
D (HOT) ff l40 l29 8
l48 4 9 86 T(NORMAL) l042 5l 347
-tl$l
.]$Q
-gf3 4 2166 T(urstr) jog 1
-444 373
-LIQ 3
-279
-2 /8 j.' u'.*$
OBE (t) 1054 (o19 476 1024 445 559 4 4 86 SSE (t)
IfBl l046 8I7 l 784 BSG 515 4 6 96 TR(")(s)
Sto i24 237 15 234 (44 4 9 84 I
-k D+ T(N)+ 08hTA 74f]
q34 l0.6$
'2(4 {
47l 63l D0 Tl& CBE 2 202 923 842 1998 766 461 D + T+ S$E* TR 3239 l474 (42l 7tlOf (36l 861 1
REMARMS: 0 7+1r c m y n
' a t.: ss ? G R 'u P.*
l 7 :..'; : :
PC !?..: rg:. ; r.t.,:.: y!,:,f.*
7',
., s i.7 p, % d
1 i
Gtf 4ER AL CCMPUTATION SHECT MCO 49/.06
..w...,,
CALC SET ho sty Cons
- et CMan av gg,gg
.isemv~ci a cu.
jfp
_ gg c
~'
- Et1.96 */z7.R.
e jf, PSMH - SEABROOK I
- unm, meer llfor /67 RELIff VALVEJ-N0ZZLE LOAD
>o 9763.t02 suester DWGNo:
D - 800080 *l ggv/DATE: AS CONSTRUCTED UEf d VALVE No:
3"- RC-VI24 7 yrs:
GATE PIPE 31ZE :
3" DA TA P7* l 268 FCRCES (lB)
MGMfM7J {FTLB) ioga con.,.
Fx fy Fq Mx My My guy sxiAt
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asyg IDENTIFIC.
D (H o T) 61
-405 6
f28
-15 to 4 4 86 T(woxmt) 982
-ISO
-832 i14l 534
- 13 0 4 2186 T(tinsr) 19f'
-f42 f40 qq2
-543
-S33 4;j','*j OBE (t) 726 615 1020 867 425 473 4686 ssE (t) 380 1034 1770 l501 708 Bob 4 4 66 TRinerl(s) 913 l19
'2SI 105 504 2 73
- 4186, f
I D+ 7(M)+ 0Bl*TR l532 l169 70))
l985 l450 Bfb D* Tjtt)+ 0BE 1083 1792 1666 1731 183 996 0 + T+ S$!vig (b86 7370 262]
26I9 1772 (402 l; 72. e.1 ~x:.-
~ ? :~.u w !
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3 - RC-V / 22 I
i
= ~ ? ?; i ~ ~5.1
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.=i o c GENERAL COMPUTATION SHEET ca.see'l CM M * ',
'.i e e, gpp 7'u.
go yg.
vu~a
, wes %u elR% PSMH - SEABROOK I
u,,,m weer 12 F = 15 F REL/ff VALVEJ-NO7ZLE LOAD ao 9763.IO2 suestcr DWGNo:
D - 800080-/
gtvfoAre:
AS CONSTRUQED UE y' d VAL VE No:
3"- RC-V/24 7yps GATE PIPE SIZE :
3 DATA PT :
202
~
FORCES (LB)
M0MENTS (FTLB)
F#
__IY
.ff.
N#
NV
- 7 Eu AX/Al JH144 JHEAR 70ffl0M BfW0 Bfyp 10fNr/fK.
D (HOT) fol 113 6.
-128
-8 I61 A*4'06 T(NoAmt)
'432
-15 0
-932
/I4I
-427 44 4 2196 T(upstr) 796
-762 640 c
492
-372 348 j,*y'.R OBE (t)
I056 596 493
//56 555 3l9 4*h*Bb ssE (t)
( *f83 l008 940 iqq4 956 54l 4 6*86 TR(")(i) 1803 8
23I
/63 318 I9 4986 K
0+T(H)+08MR 3BS2 7I6 IS60 2332 I5BB 563 D* Tlu)+ 08E 19I3 1244 ll3f 218 3 885 848 0 + T+ ssE* TR 4519 l(.,65 l94]
$170 If89 I089 l
5**
XE.* A RKS:
07'tf% ot Vf3 /A) ! M J PI' !!.?:~~?D N C H '.'
~
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dg
'/
- CMiPU's tl Mtuu j
221.a %u co,",'N PSHH-SEA 8170OK l
- uum, I5 F ew 15t-
- sues, to 9763./02 REl/ff VALVES-MOZZlE LOADS suanci
/upur DATA :
(GATE VAL VES) 3 " - SCH /60 -
VAL VE CONNEC7*/NG P/PE
- 3. 5 /N -
P/PE 0.D.
Do
=
d
=
- 2. 624 /N-P/PE Z.D.
~
+
. 439 /N-Wall THM
=
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=
4,2/4 /M* - CROJC JECT /0W METAL ARE4 A
=
2485 PS/G - DES /YN PfEEffuRE Pp
=
Sy =
/8, 260 PJ/ - Y/ELO STKfMGTH, ASME [,748tf I-2,2 F0ff MA T'l SA 376, TP3/6 COND/7/0M '2-A ' ~ FVA/CY/0NAl/TY L/MITS - P7* G8:
AX/Al STRESS:
G - YMf + Ml ' +,Fx + D * - d 2 Pxd*
y 17 flS7/ *+ 954 *
- 4,2/4 2485x 2.624
- 1636 2.882
- 3. 5 * - 2. 624 '-
6g = 11,251 PSI Ga a 7653 PSI C//7CUHFERENTIA L PREffuRE STRESS:
Pwd 248St 2.674 6Y-2t 2 x 438
_~
Gy =
7,444 PS/
i ccNcn AL CCMPUT AllCN SHEET at, com er cws o et l
- . m
~~,
@fgg.ng:naem
'"" I Na
'-6f.
o
\\
- N't2.86 lllbz.%
' ^ "
eo,"l,,l, PSWH-SEA 6200K
/
- I u,,,,,s s~ccr /4 F cr /6F suanc, REL/EF VALt/ES-N07%lE LOADS 9763,102 m
SHEAR STRESS:
~2fF+fa Mx Y
YllAX "
A 2 i' 2 flO80*+ l468
12x/893 "AX
- 4.214 2 x 2.882 f~,, =
4806 PSI
~
g MAX. PRIA/CIPAL STRESS:
6,
=
S [ 6x + 6*y + l (6x - S ]*+ 4 w T,*x }
y g
6 =. 5[ll,23/ + 7444 + f{ll,231-7444)*+4 x 4806*
5 =
I4,503 PSI
'2-A' cRITExtA cHECW:
1.
6'
= /4,503 PSI f
. 75 Sy =
/3 695 PSI Q)
- 2. 6 7653 PS/
. 5 Sy =
. 0,K.
=
g
- 3. Tygg = 4806 PS/
. 5 Jy =
9, ISO PS/
.'.0.K p) cc, exeros
.+uows mas
- 5. 9 % - SEE W LETTER NAH-30/9 (4.I6. 86)
~ ' ~ ' * ^ '
- GENERAL COMPUTATlON SHEET r,g 4.
ja.
- .r. r
- .t=*
i h,uMg'naars I
/44
'-78' usarusci T22.26 Riz.%
eo5*'s PSA/H-SEABROOK
/
us,ris 15 F or I5F wcu suener KEL/EF VALVES-MOZZt2 LOADS to 9'763./02 COWOITION *2-B'- STRUCTURA L
/MTEGEITYL/M/T~ PE 68 NOTE: SEE COA /n. '2-A' FOR GENEEAL FOKMulAS:
AX/Al STEESr:
I2Vl9/5 *+1580* '
/834 2485x 2.624
- X" 2.882 4,2/4
- 3,5
_2.624',
6=
15,962 PS/
6,yg =3625 x
CIRCUHFEKENT/AL PRESSURE STREJS:
2485x 2.624
- Y" 2 x. 458 Sy=
7,444 PS/
SHEAR STRESS:
" 2 x l1923 *+ 2/62 *
- 12x 2427 4,2/4 2 x 2. 882 z
Z~ =
6426 PS/
MAX.
PRINC/ pat STEESS:
S =. S[lB,962+ 7444 + f(13,962-7444)*+ 4x 6426 * ')
i 6;
=
/7,908 ?S/
'2 - B ' C2/ TER/A CHECK l
..O.K
- l. 6, =
l 7, 908 PSI I,0 Sy l8,260 PS/
=
9
- EO F:l
..O.W.
- 2. 6,yg =
36 25 PSI
.E5
=
w i,o NAH-3019 PT-SSAMU-026 Westinghause Water Reactor
- 8"' '"L'""""E 0*5 *"
Electric Corporallon Divisions 83 255 Partourgs pennsylvants 15230 April 16,1986 S.O.:NJNJ-160S Ref: Seabrook Hemorandums Mr. R. J. DeLoach CHf's 00826,01071,00827, YNSD Projept Manager 00957, and 01125.
Yankee Nuclear Services Division 1671 Worcester Road No Response Required Framingham, Massachusetts 01701-PUBLIC SERVICE COMPANY OF NEW HAMPSHIRE SEABROOK STATION UNITS 1 AND 2
______EQllIEff ENI_H QlIL E _L Q A Q_ AEEHQY.AL____
Dear Mr. DeLoach:
We have reviewed the attached 1) nozzle loads for the 3/4 in pressurizer instrumentation lines identified on CHf 00826 and 01071, 2) nozzle loads for the 1 in Reactor Vessel inner and outer monitor tube nozzles identified on CHf 00827 and 00957, and 3) accelerations and end loads for valves RC-V122 and RC-V124 identifjed on CH# 01125 imposed by your piping and round them acceptable.
It you have any questions, or need additional information, please contact J. W. Kearns at 412-825-6030.
t Sincerely yours, WESTINGHOUSE ELECTRIC CORPORATION ON Y i
D.
Gregg b
Sea.
ok Project Manager i
H. A. Fonzi Attachment R.
J.
DeLoach 3L, 3A
%p NAH-3019 PT-SS AMU-02 8 Westinghouse Water Reactor
"'"' fat **t 0*5*"
Electric Corporation Divisions en 355 Pinscurgn Pennsytvama l5230 l
April 16,1986 S.O.:NJNJ-160S Ref: Seabrook Memorandums Mr. R. J. DeLoach CMf 's 00826,01071,00827, YNSD Project Manager 00957, and 01125.
Yankee Nuclear Services Division 1671 Worcester Road No Response Required Framingham, Massachusetts 01701 PUBLIC SERVICE COMPANY OF NEW HAMPSHIRE SEABROOK STATION UNITS 1 AND 2
______EQUIEHEMI_N0lILE_LQAQ_AEEHDEAL____
Dear Mr. DeLoach:
~
We have reviewed the attached 1) nozzle loads for the 3/4 in pressurizer instrumentation lines identified on CMf 00826 and 01071, 2) nozzle loads for the 1 in Reactor Vessel inner and outer monitor tube nozzles identified on CMf 00827 and 00957, and 3) accelerations and end loads for valves RC-V122 and RC-V124 identified on CMf 01125 imposed ey your piping and found them acceptable.
Ir you have any questions, or need additional information, please contact J. W. Kearns at 412-825-6030.
Sincerely yours, WESTINGHOUSE ELECTRIC CORPORATION ON Y s
D.
R Gregg b
Seabrook Project Manager H. A.
Fonzi Attachment R.
J.
DeLoach 3L, 3A
..~.....mun IO H. Fonzi Westinchoune 04/42 Acril 10. 1986 CoWPANY CH LOCATION CATE noupW[C4maWi UE&C Engineering 08/93 16.
~
FILE CoWPANY oR LOCATION
- UBJECT PAPSCOTT Loads on Westinghouse Valves CM# 01125 Included please find Valve Nozzle Load and Valve Acceleration Summary
'.%G Sheets for the following Westinghouse Supplied Component (s):
tamJ WESTINGHOUSE OPERATOR UE&C LINE LINE LOCATIdN NUMBER VALVE NO.
NUMBER SIZE 8000A 3-CM88FNH RC-V122 RC-80-2-2501 3"
8000B 3-CM88FNH RC-V124 RC-80-6-2501 3"
In theyrocess of our review and evaluation, we note that the' applied Wor the subject component (s):
/X / Exceed the Westinghouse Allowables
/ / Westinghouse Allowables are not specified for the identified
%P loading conditions:
~Lm MCD a.
Dead Weight f.
OBE Seismic Anchor Dispiacement b.
Thermal g.
SSE Seismic Anchor Displacement c.
Seismic OBE h.
LOCA Displacement d.
Seismic SSE i.
Pressure Anchor Displacement e.
Transient j.
Thermal Anchor Displacement Prior to our commencing action involving extensive piping reanalysis or hardware design modifications, it is suggested that a review be conducted to determine if any conservatism exists and if a suitable course of action might be taken to upgrade the existing allowables, or provide the requested allowables, for the affected nozzles.
Due to the high priority of this effort, we would appreciate receiving a response no later than 4/17/86.
cc:
M.P. McKenna 08/80 S.N. Caruso T.M. Cizauskas 08/62 Coordinator P.
Baughman 08/99 PAPSCOTT Equipment Nozzle Evaluation Team M.J. Konopka 08/99 CM File 08/80 SNC/ pal J.
Wojcik 08/96 G.
Csete 08/99 CC..*
'D. MENTF1 CTUC W/AT7ht L. Pa.cu c+:t 9 Wo/Arrm
uCD 04 - 491. os gy y,_,
PIPE STRESS CALCULATION AS-ENGINEERED AUTHORIZATION CONTROL SHEET
-,o y
SEABROOK STATION PlPING DISCIPLINE
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PERFORM PIPE STRESS ANALYSIS. NOZZLE AND SUPPORT LOAD CALCULATION ~
W DEAD wT. %TwERu. % SEISMIC )(TnAuSiEur O CA%y Amatysm:
v3d< 3: w. s
'OEsteN sAsis AND AssUEFTIoNs
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sumeAnviconctusions SEE PIPE STRESS
SUMMARY
. NOZZLE & SUPPORT LOAD SHEETS naPanEncas LISTED ON INDIVIDUAL DATA SHEETS (SEE INDEX/ REVISION STATUS OF DATA SHEETS) computer Printout:oAvuo: -SEE F/A/ 9763-FM-49/05-6000/AFFEA/S/X 'S '
8 - SEISMIC (SSE) 1 - THERMAL. COND. I ll 9 - SEISMIC ANCH. DISPL. (OSE) 2 - THERMAL. COND. ll 10 - SEISMIC ANCH. DISPL (SSE) 3 - THERMAL. COND. lil 11 - PAD + TAD 4-5 - DEADWEIGHT 12 -TRANSIENT 6-13-l 7 - SEISMIC (OBE) 14 -
AoueNISTRATIVE CLDStouf TOTAL NUMBER OF SET COMPUTATION SHEETS 83 Pws PM 9%5-PSA-4mO5-(sooC TOTAL NUMBER OF ANALYSIS DRAWINGS ENCER$
/
(INCLUDES CHECK / APPROVAL FORM TOTAL NUMBER OF SET COMPUTER OUTPUT-SWsEHB
/
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DATE
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REFERENCE REFERENCE gggg DWG NO.
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REV.
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0F COORDINATES ggg'g' PRESSURE ($12 MARY)
DATA SHEET N0ZZLE THERMAL PRESSURE SAFETY DISPLACDtENT
[
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04-4 h/. b w,, 2 er A uNEcS) 74, 75, 76, 80, 8/ (PART) a 976Lio2 COMM13G" MECK $.'m:
DATA F0llM DESIGNATION SWOEsit Nf pippufgg
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872 572 E s 4 cp A7/
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A C1 SSO 21/2
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6 CA 479 22d.1
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hr3 395 2 2 M*
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dS3 ffs 227o
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Af3 Frd E 2 &S
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653 Sss _
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672 4S9 2s6o l
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MLa.
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480 579
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/20 3
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- 5. Inadvertest RCS Depressurisation - - - - - -
- 6. Inadvertent Startup of Inactive Isop - - - -
- 7. Control Sod Drop - - - - - - - - - - - - - -
o S. Inadvertent Safety Injection Actuation - - - RJ do SoK
-- - - ;gg d
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Sea M
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,FAULIsu:
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29G 89
- 2. tarse Steam Line Break - - - - - - - - - - - & 480 575 1
- 3. Feeduster Line Break - - - - - - - - - - - -
480 575
(
- 4. Reactor Coolant Pump Iacked Botor 4eO _
575
- 5. Control Bod Ejection - - - - - - - - - - - -
480 675
- 6. Steen Generator Tube Rupture - - - - - - - -
/2O dh 3
TESTS:
/20 A
3
- 1. Turbine Roll Test l
- 2. Bydrostatic Tes t - - - - - - - - - - - - - -
120 y
/ 3 So
- 3. Leakage Test - - - - - - - - - - - - - - - -
fpg go g
3 j
SPECIAL:
O l
~
l
{
DESIGN 000 I
T/P FORM 2 calc. sc c laevi c::s, av i 2.- -,1 hm_itsd gpsa pup (dQi'l N
- 4. 4.17- /
F prz
///1/4 f
_p/i?. i
/
rz a
C:
a ug y PSNH - Seabrock UNff/5 1&2 use tjxr' cowam
_ g. 2,-
/
oars J"
9763.006
- 2. I., e d-Tre-/o -t T - arature/Presnure conditions mac7 Applicability Listing (Piping) for T/P Data Sheet No.
P-8 LINE NO.
FRW TO PC-74-2
&c - VIIS PC.n&#*5' RC-84-/4 90-7 5-2 RC V//h kt:- err'r~ fc-Ad-14 PC-76-2 ' 90- v//7 PC=":.i' ^ Re-Aa-/4
\\
l
-. p.
u E
e N
l l
l f.
l j
Il? 70EH 1
\\
~
.ic.:tT so anvt -:=* " I o'" " l mum (
mYY ""
h4.4.17-l T uit urg om l
muc or
=
I O
MMR - habrook UMf74 1&2 l
M i
(,
CCMPAm
[N M missT//, /4, or g
". to. Sf-ME/ /f" I Temperature / Pressure Conditions 14 9763.006 aggy DESIGN DATA SEEET NO.
A./.7 Temperature Pressure CONDITIONS
(*F)
(peig)
Max.
Min.
Max.
,NOEMAL:
/2D SC 3
1.1005 Full power
/20
- 2. Esatup & Cooldoun
- 3. Step Imed Increase of 101 Full Power - - - -
/2D -
m
- 4. Step Imad Decrease of 101 Full Power - - - -
/20 e
r
- 5. Large step Imed Decrease with Steen Day - -
SSF 925
/ff 3
- 6. Feedustar Cycling at Est Shetdoua
&I2C a
- 7. Imop out of service
/2C
- 4. Refueling o
UF5ET:
- 1. Imee of 14ed - - - - - - - - - - - - - - - -
SBS 9f5 555' 925
- 2. Imes of Feuer e
- 3. Partial lose of Flow - - - - - - - - - - - -
/20
~'
S
- 4. Esactor Trip from Full Fouer - - - - - - - -
/20
.v.
- 5. Imedvertest ac8 Depressurisation - - - - - -
/2s n
- 6. Inadvertent Startup of Inactive Imop - - - - A/fo'
- 7. Control Bod Drop - - - - - - - - - - - - - -
/2B e
p
- 8. Inadvertent Safety Injection Actuation - - -
SSS 925 EMEausm,3
- 1. senil 1.0CA - - - - - - - - - - - - - - - - -
290
.r 49
& 535 925
- 2. Small Steam Break 4 5J5 425
- 3. Complete taas of Flow I
sk 3
FAR,Iza:
- 1. Large LOCA - - - - - - - - - - - - - - - - -
296 89
- 2. Large Steen Line treak - - - - - - - - - - - A SSE o 925
- 3. Feeduster Line Break - - - - - - - - - - -
535 925 636 92S
- 4. Reactor Coolant Pump tacked Ector
- 5. Control Bod Ejection - - - - - - - - - - - -
535 925 4
1
- 6. Steam Generator Tube Eupture - - - - - - - -
/2D 3
TESTS:
fgg g
y
- 1. Turbine Roll Test
- 2. Eydrostatic Test - - - - - - - - - - - - - -
/20 g
f3go 3. Im akage Te s t - - - - - - - - - - - - - - - -
ID SO 3
SPECIAL:
/-
r DESIGN 550 900
O se
__.,m,
o T/? 70Fy. 3 x m,e gg,,
m, FNB
[/N//
U1EIRr1 O$4Bf8
/
am 4.4.17
/
r z gg 94--
u m or voo
.., J..* O PSNH - Seabrook untra 1&2 gag ppm
(
serr //. 2 or -
/
w oars cert
'S 9763.006 2 4.//
t -/ * -f i Temerature/ Pressure conditions su u cr Applicability Listing (Piping) for T/P Data Shaat No.
8-//
LDE NO.
PROM TO AC-80-4 90 t/~4C44
_?C u -ii Re-2s-13 u
Rc 1 MM-4ST, S
_cc L,z Re-so-is 2e /2' Re-to-13 Rc -So -/ 4 oc.go /3 or so Cor Ear -
v l
l l
< * ^
s.
)
i I
l
w.
7/P FO:M 1 CALT. ss7 NC.
mgvi cena av l oectL a m
"' W rudL 4.4.17- /
F
-a Um ma
- ~"
NAst CF wone i
- ,.~-
UMT/s 1&2
=g 4 coweAuv " MNR - habrook g1 seest /2, /4, or -
g
=
==
Temperature / Pressure Conditions 24 9763.006
- 3..to, g 3 1/-td sua;tc
'DESIQt DATA SEEET NO.
R /2 t
Temperature Pressure CONDITIONS (OF)
(peig)
Max.
Min.
Max.
NORKALs 120 60 A
- 1. 100E Full Power 12 0
- 2. Ematup & Cooldoun
- 3. Step Load Increase of 101 Full Power - - - -
- 9.0 -
' 4. Step lead Decrease of 101 Full Power - - - -
/20 th-o
- 5. Large Step Imad Decrease with Steam Dump - - t 42d 303
- 6. Feedent'er Cycling at Eet Shutdous
& /20 G
t 12 O
- 7. Loop out of Service
_ /2D e
- 8. Estoeling UFSET:
- 1. Loss of Imad - - - - - - - - - - - - - - - -
486 SBS
- 2. Imse of Power
--q-------------
480 SBS e-
- 3. Partial 14ss of Flce - - -
/20 J
A
/20 s.-
- 4. Esactor Trip from Full Foun
- 5. Inadvertent acS Depressurination - - - - - -
/20
- 6. Inadvertent Startup of Inactive Imop - - - - Q Q__
- 7. Control Rod Drop - - - - - - - - - - - - - -
/20 e
I
- 8. Inadvertent Safety Injection Actuation - - - A 4 2 Q__
305 i
EMEEGENJY:,
g
- 1. Ses11 LOCA - - - - - - - - - - - - - - - - -
2 9(,
49 4420 3os
- 2. Small Stars Break
~
8420 So.5
- 3. Cce91ste.14ss of Flow m -,
gg 29(,
69 1.'Large.LOCA - - - - - - -,-
& 48d
$35
- 2. Largo Staan Line Break -
o 480 535
- 3. Feeduecer Line Break - -
480
$35
- 4. Easetor Coolant Pump !acked Rotor
- 5. Control Rod Ejection - - - - - - - - - - - -
4_4 0 535
- 6. Steam Generator Tube Rupture - - - - - - - -
/20 A
3 TESTS:
/20 4
3
- 1. Turbine Roll Test
- 2. Hydrostatic Test - - - - - - - - - - - - - -
/20 y
f 3go 3. ta akage T.. t - - - - - - - - - - - - - - - -
/20 50 3
SPECIAL:
f
.N' DESIGN S50 Goo 8A m-wm w
w, w
w
-w-
-/P FORM 3 cac. stT w hw ~
~
- at F
/ j.:$ i:!l$A s_
= 1 4.4.17-i y
- ,,e
,,a yu,
g
- / ' ~/'5 #
M m,.'J,//9/f mat or a
9 CCEPun PSNH - Seabrook unrvs _1&2
()1 sui /2. Z or -
Qi
/
onra out 2"
9763.006
- z. 4. 4 4
-/4 - 5 Ta-erature/ Pressure cmdicies suaatc7 Applicability Listing (Piping) for T/P Data Sheet No.
P-/2 LINE NO.
PRCH TO L
Re 14 RC 2 (corno E=o)
?~,,
Re. go. 3-RC. r& //
Ak:- Ao-,r-Ac - k-14 x- //f-t b- //f-3 Re-&- S RC-//f - 3 M'- //f-/
( V-888)
RC-//f-t dh 4t:- // 7-t
- c- //7-/
/V-19 T p c - // 7 - 3 AY.// 7-3 RC-/ / 7 2 RC-115-2 R-It9-2 R4 - /19 1 (V-89fa)
B - // *7-3 R-t/9-3 Ad-//9-E A2-//r-t
- M e
t s..
l I
i 5
- =e,w-owe e %.
=
...._-...w-.
w.,
.-e-9
GENERAL COMPUTATION SHEET CALC SE T **O et.1 ceur av Cua0 ev {
cce j (9
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nan o, M N M ~ 5 E A S FCO K tjnirts i42.
cowPANY SMEE' 5
o' I t-M0 E E LE DIS PL4C E MErJT ( RC-T k - i t)
Jo 3 1 6 3.o o (o sus;tcr 2
Pg.E ssu n t te m.
g.G L is F rA4x C R C "T~ k. - I I )
L.ses s a 9. Kc - d'o - S P.O.
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F i aJ 8b TE% p
- lo dF. (,CF.F. A)
F# N At. Tyu P: J 21 'F CREF. A )
): =.ot+6 G,[ft (.REF.6)
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X s.7 t' X s - 1 "
. 75'.
O T = LT H CE) ht
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~ - 'I T C 811 )
- .. 7 5 (.0144 )
s (-). o f I'.
s (-), o 2 7.3".
y : ilo, fif" s to.1 t'.
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=
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s.
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g _
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it :
or= LTH(k) 3 7. ( 7 9 (g y
= -3.2(.o M &)
._. i, g (, o g r j
- ~). 0 l T ~ =
= <-., o g g.
=
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'T"[ P OMA
- n -
4.2.1 1 - 11 0 isy
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- -: s
m........s.,,,_
~
LW,q19v2.);-
o m =i.::.u e.x r cmn u.o c m.u,.,,
~~.~
SUPPORT mia t,# "f7 " -
DATA SHEET JK4?
,ahvaa,g,g, mi.m s nnue "1t)L
.i unc wo.
80 surroxT no.
80- 26-/C sur wxr vree
' GUIDE nmcrion X=0 ; E= 0
~!
- CCitc CIASS DATA INT w u is:
Xe = 0. 7G r lO '
Xz - 1, 36 ytO G LB/iw ljAYA LOAD 0lG U28.)
MGUDIT (FT. -TES. )
DYNr mewr rim i REFERE!:CE co?m.
Iwt Fx Fv Fr b
h ax
- av an e t N-399
- 6 77 3,3.63
,,:An ur.
rm:can.
-190/
2/99 7.13 8 3,9 83 C
ec: 'flNWi) 3004 24C3
. 0/5 4./6.86 j
139s) 5/9 SIG
.00I 9At,83 b bIfcN."(4 d554 82/3
.073 s s 85 TOTAT.
DEAD k'T h
1111:lCIAL i.i E
N sa TOTA!.
m:An ur.
299
-677 S-5 83
,,m,c at -/90/
~2/99 2.136 3 3 63 g jf'(t) 4003 27CO
.017 4.I8.96 y 'l,1M,'7t) 633 602 0
3.7, 83
'bYAN.94 ?554 8 213
.o73 3-5 83 TnTai.
1 lMW!
760?
-l290
/.9 x Dh'T IE
- n u.
====--
1
~ _... _. _, - _ _, _ _ _ _ _ _ _.
n a
-;, ynmw,r_p<.u.ie u "
om:-i;x ca.=,
L_..
coMril.cD all.ut r.D
'l
'I SUFFO~IU
' ' ^ "
or.srcu
- 4 W "fg"f.y7 DATA SHEET
. asis
- pg, 4 a a B.E 1
,,1,,,,,
i 80 80-RG-//
une no.
sm.coar no.
surmur wn GU/OE n,nction X=0 ; E =O NNS-/
560 conc c uss narA i.orar nr.m uns-K% >10 6l kz >lO 6 LB/M DAYA IAADING (US.)
MGENT (FT. -125. )
DTm ks=mrut (Tw i RC? IRE!;CE CONN.
13:ent Fx Fy Fr N
W h
ax
' av as tr' e
-37
/78 S.S. 63 ne4D ur.
t 1559
-1606 2.0/8 8.9.83 rauxar.
rC
'fliil.'{'(4 3GIO 2G22
.03 4
- 4. 18.8 6
?
lh,
'MR"'{t) 179 2/6
.00l 1,4.83
~
'iIk??{4 2935 7999
. 206 3 a 83 TorAT.
C DEAD uT.
Till:!CIAI.
u e
w i
a TorAi.
i nean ur.
-37 176 3.g.g3 I559 vue mL.
-1606 2.OIB 3 3 83 c
@ $.$?[h] 4280
'2882
.03 7 4.16.86 l 'I;'M,'"{fi 188 254
.003 3,7.93 l
b!M.Y*) zess
,ess
.ros
- s. s.e3 To ra r.
l HYDtTO - 70
.c39 t,9x pgq-1 nunu ur.
E l
> o;.
L I
a
=e
,.-----.%<_---,-.-..m-----w-----~.,---,-----,,--...w.--------------------w--w--.--
s-ujg g.
y' ',' ~
m. w_. :a :.~
su,:.:ma.. STAT :Gi tj i..'afpgg /;g3
~ ' ~ ~
Oit!GINAL COPY cnMP11.Eu atirKEn SUPPMT l ~, ~'
- 4 A " J g"f, y y DATA SHEET mi.m s 0%
a u n eu.
rirum l
uxc xo.
60 strenaar uO.
60-SV-B surn.onr rree VM/4BLE SPRING nincrion Y
582 CODE C1. ASS 11ATA POINT RDtARKS :
IJ.WA IAADDIG (128.)
MGENT (FT. -IES. )
DisM i m (Tu i RCIIREt:CE CONN.
stros Fx Fy Fr Mr My Mr ax
'av as nt '-
neAu wr.
- S90 43,83
'C
.//6 !)*llg -I.25 3.3,83 rn,:ic:A1.
eC "l<',EN'[i)
.03 6.0/9
.Ola 4.16.8G 0;
ser:a:t g3 D i s t'.
h $?A?i(4
.13 1 013 077 3395 T01 AT.
DEAD WT.
!)
TIII:lC!AI.
U
,e L':
vor,u.
nu n vr.
-960 L g.3 63
,//6 d3Td - /. 25 3383
, unwt i
@ $.NE?[*]
.033
.020
.0/G 4.16. SG gj l S E LNttu' a'
g 07918 5.t/. f R.VM O/SCH. Fl
.l$l 0/3 07]
3685 TO TA f.
MYORO neAs,uy l-I867
/,9x DWT W
.a...
~~~'
p.
i i
r e
.,vg-e.----n-
+.,.. -.. -.
n.
.-w
,,..,,-,,,_.,,__..,,,,,,,,_n,,,w,,.--
.-a,..ma,
,.wn._.,_-,,,,,,,-_.,_n,
- U,taux* s7..TIIsi~~
~
' O
'"~/'NA # SE ORIGINAL COPY l
COMPi!ED Ci!ECKED
"^"
i^-
SUPPORT o: sic.
- 4 W "47f,yf DATA SHEET Autvsis
- g w 2 u 8.u.
,1,1,,
g i
trxs no.
60 surcoxr so.
80-RN-/4 surronr nez
' SA/UBBER it = 0 n,,crio, NMS-/
6/O code etAss NATA cornr
/.//w /O #
- 3/[hr menauxs:
K2
=
DATA 14RDING (IAS.)
MGE7rr (FT. -tme. )
D T R*7 h =-- r (Tu 4 REFERE!;CE COND.
WfN Fx l Fy Fr Mr My Me Ax Av em Pn*
i ocAu vT.
y rue,cu
.os4.'yf -1.106 3.s,e3
- ETSMIC*MReg gg,
,,,g 4,ggg gy S
d D l til8_ '
l %@."
tem
.oss.oa u-as,
- TOTAI, DEAD WT.
h, T11 tic 1At, 8
ac N
1 sia l
TOTAL.
l 18EAD Vr.
.054.^ *f.l -l.506 3 -3 83,
vnut.
SE y
a!SHirN I7CB
.0/8
.062 4.I8.66 sc, g seisniN-e nrw
$$W 18406 083 63 3-3 85 l TOTAL DCAD IJT.
l g
1 m
I
I 0
g
,~
- . c.
- .o.
eTec.cna l
-- q,q g Nr,: -
c
- U.r,tuxa ST.*. TION COMPILED Cill
- I:KED
- I 8
SUPPORT oom
- A W jgi,yf DATA SHEET Amt.vsrs PIPING M 2 ' 'O M
\\
l B0 60-6-/5 LINE NO.
SUPPORT NO.
sverons net G0/0E X=0 m crion t
NNS-/
600 code c uss nAT4 coIur nEm yxs:
Yr > /0 6 gg/fg DATA IAADING (LBS.)
MfDel rt' (FT. -125. )
DYE *T hr*umrT trur i RCTEREt:Ch CONN.
FHO*f Fx l Fv Fr W
M.
Ax Av Aar c'tN
~20 B'B' B i
DEAD WT.
U 885
.','Af -l.4 23 3,3.93 rneu:mt 2
i 4 572 3 74 329s
.043
.ofs 4.,s.36 El>
5:15 9)
'#fl?(i) issos
.ois.ork s g.ss v.
TOTAL DEAD WT.
N TitEICIAL a-
=wO TOTA 1.
l neAn WT.
-20 3-3 83 vnmt.
685 E?b -l.L23 3383
""M'\\"(*) 3 73 s
.o29
. otG 4.18..%
!msEismV >
e m,.
l s/M'(e) tesos
.ois.o76 s e.es l
TOTAL 0e{s5T
~50 l
/,9XDWi e
I y TOI AI.
f
=-
l
r-b LA l'.H e M IK $ TAT 1UN
[x, yy
-[,', - - -
i ORIGINAL COP.
COMPl!.EO cilix:xED
~SUIrOHI
,Este, ft,a w %iff-DATA SHEET l
mims I
%lt.
m e n e.rL 1
ri n,.c.
60 80- O f-/6 i.rur. no.
surrOxT no.
SUPmRT TYRE S /uB8EE Y'* O nencTron MMS'/
666 cone cuss NATA corxT nr.m uxs:
&=
/. /89 w IO Y IB/fy taxs4 LOAD 131G (TAS.)
M(Me rr (FT. -125. )
DTEPr tr neur tru i REFEREt:CE CONN.
strN Fx Fv Fr b
b M.
Tinx:Ar.
.075.'j,$$$
-/,3/
5,5,#5 g
a: "?<'!.8%
IG70
.02r
.ois 4.is.86 E
SETSil!
gl4Wah
&se
.ose
.orr s.e.ss D i s te.
- TOTAT, DEAD k'T.
I TIII:Ic!At.
o U
$.a s
TOTAL.
i isEAts Vr.
~~u
. ors -p.'str' -i.at 2 3.as e 'in W
/893 022
. o/a
- 4. <s. ss e sEtsmo(#
e m i.
6se
.ose
.0,7 g.s.ss TOTAT.
DI:Afi t/T m
loi AI.
~~**
. _ T+
s
3 yx
.1
$ gA p,H(y )+( hTATf@
b-
~
ORIGINAL COPY a._.__ _
COMPILED CIIECKED J
3-SUPPORT
,,1.
- 4
_-r /# "jgg 7g DATA SHEET m ovsrs d'
\\,&
aaa uh i
n.Inc no.
80 surroRr no.
80-SV-/7 surmr nrE VABABLE SPMMS mucrIon Y
CODE CIASS 11ATA POINT REMARKS:
DATA LohDING (133.)
iiGu.n r (FT. -LBS. )
DfEPu m --r (Tir i REFERENCE CONN.
WO*!
Fx 1
F, Fr Mr My Mr
&x av de Rt*N 714L neAu ur, 8,3,83
- s-w TnciciAt.
W5 7'S -ja y,gs t
. 0/2
.ws yl *il'in'(*)
.070
.034
.002. 4./8.86 E
SETSHI gl4
. Di s P.
ggflo isi
.oos.o n v.s.es TOTAL DEAD WT.
N VIrlCIAL f.i O
w I
TOTA 1.
nean wr.
- -7/4 3383
?b?2 *Ni -1.086 3'S*B5 vnut.
\\
\\
g **n;'"(*)
- as.ow
.cos s.iaes 4
d SEISflIC/4) n M t>
P b/$
$A i
$$l 00s.0EA
$*3*bb TOTAL
- f"?
-is6o l
l iaxmr i
m a,.
l l
j w
>- - - - -.+--
,,-y,,
e,mg
,.-w
,-n-,
_yw--eeeswwy-,,y-w,eanym-
'T
- -*P---~--p&--e---
y-1 w-9mw--=mw---y----g--M
---v "re-'-
';;.A ;'.;u pM. STATION o g. c; ; A',_ b C P
~
-h%
COMPI LI:D CilLCXED
- ,
- , r g
=-
SUPPORT oz.3.
/44 W yygg-DATA SHEET musis WK
= 2-u e.rx Prgi r.
une no.
80 suvPaar No.
80-RM-/8 SUPPORT TYPE 8b/MOOOM RfNCTION y*0 cone ctAss M D ~/
040 NATA roInT REMAMXS;
[V
/, O/ X /O
=
/N DATA LOADING (133.)
i MGiENT (FT. -LBS. )
DISPf e % r /Tu i RCTERE!;CE COND.
D:O'I Fx l Fy Fr Mr My i Mr ax ay or TN-DEAD WT.
y rucscan.
.084 _'f& -l.0/5 3.3.83 g$ **ik'{'(t) 24/8
.0 71
.002 4.lo.8G i
' sin *r4 l tmh %
as
.ise
.o22 s-e.as z
TOTAL DEAD WT.
TifCICIAL Li O
N sa TOTAL.
IsMAl) WT.
064 _'$$,-/.0/5 3 5 83 1,nnow t.
g "70'"T*)
ec/s
.On
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1.
Piping Geometry Acceptable Remarks p1tAtcA ccMFt6 - C HA A/4 6*
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1.2 0.D. and Schedule
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General 4.1 All applicable Project Change Documents incorporated in ana ly sis.
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Organ h Engineering - Power Job Number:
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4.1.23 4 2 6 - 8 fo a.se:
TO' D.K., Dickinson - w/1 full enc. Copies:
G.E. Tuday (meno)
From:
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Subject:
As-Constructed Reconciliation Pipe Support Work Request System [d
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( S) Support Disposition Foru(e)
( \\) The following Pipe Strese Calculations indicated with an asterisk
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