ML20216E716
| ML20216E716 | |
| Person / Time | |
|---|---|
| Site: | Peach Bottom  |
| Issue date: | 04/28/1997 |
| From: | PECO ENERGY CO., (FORMERLY PHILADELPHIA ELECTRIC |
| To: | |
| Shared Package | |
| ML20216E687 | List: |
| References | |
| 0067-00084-C-01, 0067-00084-C-011, 67-84-C-1, 67-84-C-11, NUDOCS 9709110056 | |
| Download: ML20216E716 (89) | |
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166714f1896 CALC.NO.:. P.S. 09/ 7. l CO ENERGY CALCULATION SHEET ;^y g j This page is followed by page Ib.
CAUTION: This calculation may not be used as a design basis calculation tmless supported by a 50.59 evaluation This calculation was generated for the SQLG (A 46) and/or IPEEE evaluation which wu performed for the Peach Bottom Atomic Power Station.
In response to NRC Generic Letter 87-02, the SQUG (A-46) program was developed to verify the seismic adequacy of equipment of older plants. The SQUG (A-46) Program was performed using the " Generic Implementation Program (GIP) for Seismic Verification of Nuclear Plant Equipment" Rev 2. The SQUG (A-46) program is outside the scope of commitments made in the UFSAR and Technical Specifications which form the basis of the operating license of the plant.
The SQUQ program was performed in conjunction with the Individual Plant Examination for External Events (IPEEE). The objective of the IPEEE was to perform an individual plant examination of external events to identify severe accident vulnerabilities. As with SQUG, the analysis perforr..ed for IPEEE is beyond the scope of the PBAPS design basis.
This calculation was originally prepared by Duke Engineering and Services (DEAS)* for the IPEEE / SQUG (A-46) program for PB APS in accordance with Speci6 cation NE ll7. The work was not performed as nuclear safety related but was performed, reviewed and approved in accordance with the preparer's QA program.
- The preparing organization of this calculation was originally known as ABB 1mpell Corporation, then became VECTRA and at the time ofissuance of this calculation was Duke Engineering and Services.
M4rEMfoRMSCAlc3HT. Doc 11/1996 12.28 PM
. - . . - . -_ ~. . _ _ __ .- _ _-_- _-
CALCULATION COVER SHEET 74 - o 9 / t' CALCULATION NUMBER: 006g . odolif4 - d. - o il TITLE: L A R. OF RAcEW AV6 VIC7RA CLIENT: PEC, l l
PROJECT: P r6 A PS PROJECT NUMBER (S): OOS7-C00F4 000 l PURPOSE:
Sce las nos ASSUMPTIONS:
Se.a oslos METHOD:
's b6G C GtDt? l TEChNIClL INPUT /
REFERENCES:
See 6 0s RESULTS:
1 C6 kT%rt D6 O
REVISION REVISION DESCRIPTION pagES' APPROVER DATE O oRsGtyA L. 75 tut SJ , & g,8 fllo/15*
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1 REVISIONHISTORY:
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l TABLE OFCONTENTS \
\
PAGES l C ALCULATION COVER SHEET.......................................... 1 REVIS IO N LOG. . . . . . . . . . .. . . . . . . . . .. . . . . . . . . . . . . . . .. . . . . . . . . . . . . .. . . . .. . . . . . . . . . . . . 2 OPEN IHMS LOO. .... .. .. .. . . . ........ .. ........ .................... .... .. . ... . .. . 3 TAB LE OF C ONENTS. .. .. . . . . .. . .. . . . . . . . . ... ... . . . . . . . . . .. . . .... . . . . . . . . .. .. . 4 1.0 INTROD UCTIO N. . ..... . . .. .. . . . . . . . .. . .. . . .. . . . .. . . . .. . .... .. . . .. . . . . . . . . .. . . . 5
- 2. 0 PURPO S E/S C O PE. . . . . . .. ..:. . .~. ... . .. . . . .. .. .. . . . . . . . . . . . . .... . . . . . . .. . . . . . . .6. .
- 3 . 0 REFERENCE. .. . . . . .. . . .. . .... . :. . .. . .' .:. .... ... .. . . . . ... . .. ... . . .. . . ..7 . . . . . . . .
- 4. 0 AS SUMPTIONS . . . . . ... . . . . . ........... . . .. . .. ..... ... ..... . . . . . . . . . . .. . .. .. . . . . 8
. 5.0 DESIGN INPUT...... .... . ..... .. .. ................ .. .... . . ... .. .... .. ..... 8
, , _ _ 6.0_ METH O DOLOGY. . . . . . ... . .... .. . .. . . . .. . . . ... . ... . . . . .... . .. . . . .. . .. . . . . . . .. . 9 At 7.0 BODY OF CALCULATION......... . . . . . . . . . . . . . . . . . . . . . . 10-41 .....'...........
8.0 RESULTS/ CONCLUSION........:.: :.7................................... Ary b
LIST OF ATTACHMEN13 l7 A. FIELD INFORMA*IlON .. .___ _. . . ___ . . _ . . PAGES . .
. . . . . . _ _ . _ .. ... . _ ...._. A 6 . UP.b Arir4 A,k.b..'.h.t.e. ry. Affo. a .
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- LOINTRODUCTION 1he Staff of the Seismic Qualificanon Utility Group (SQUG) and the Nuclear ,
Regulatory Commission issued a Generic Letter 87-02 to provide a detailed approach Notification of Seismic Adequacy of Mechanical and Electrical Equipment in ;
Opwating Reactors, Unresolved Safety Issue ( USI ) A 46". Philadelphia Electric Co.
(PECO) has selected the " Generic implementation Procedure For Seismic Verificanon 4
Of Nuclear Plant Equipment" ( GIP ) , developed by 'SQUG" to address the Seismic portion of the A 46, for the Peach Bottom Atomic Power Stations Units 2 & 3.
The technical approach described in the GIP picvides the means to demonstrate that there is adequate seismic capacity of properly anchored equipments in older operstmg
, plants.
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2.0 PURPOSE / SCOPE The purpose of this calculation is to document the Seismic Adequacy Review for the Raceway suppons installed at PBAPS Units 2 & 3.
~'
1his review will be performed in accordance with the GIP methodology.
i f-s ; v me oo 6 7- o oo 24 race E70 G he ens c^w = (+*, 6 cosq-ooon gen n to g<
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M REFERENCES 1.0 Generic Implementation Procedure (GIP) for Seismic Veri 6 cation of 1
Nuclear Plant Equipment. Rev. 2 l 2.0 Seismic Veri 6catas of Nuclear Plant Equipment Anchorage. EPRI NP. 5228 SL, Rev.1, Vol.1, Project 2925 1, Final Report June 1991.
1 1
3.0 Cable Trey and Conduit System Seismic Evaluation Guidelines .
(SQUG). EPRI NP 7151.D. Project SQ01 1, Final Report, March 1991.
(el69-6/Y W O &V)f l 4.0 Speci6 cation f' , General Project h Requirements P "; ';: -'_._..~_i..,,. ,
- r- - . for p
PBAPS Units # A 3 for the PECO.
Gfor 6mmes Des 10n of EQ vorm w
- Wb
. 5.0 Gnnnell Catalog PS.92. l
- 6.0 Desigh Of Welded Structures By Blodgett.
4 7.0 Unistrut General Engineering Catalog No.10R
- 8. o \lGctite ><c. & . 0067 - 9 oo L A - C- o*CA , f.cs'. O 6 L.b 6., k e4 $ $ P E C T R A A '
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40 A&sUMM10NS As noted in the body of the Calculatson.
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50 DESIGNIb211 ,
All design input used in this calculation are listed in Section 3.0 of this Calculation.
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U AfETHODOLOG1'
- 1he selected worst case representative samples of the raceway support systems will be evaluated using the Limited Analytical Review ( LAR) process as desenbod in the GIP. The guidehnes for this process is provided in
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PBAPS TABLE C.4.2 REAC10e BUILDING Coucerfg WALLS Manisen A11cumble Maulnee strees stress Description / Criteria llethod of Analysis @ d combinatigg theil (keil Location Design load (D) Working stress D+E F
- 24*e t = 18.2 Enternal well on includes all dead method t t 8 acting as re-cnd egelpeent loade F c
= 1.8 f = 1.030 taining and shear cad soil pressere c well below elev.
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ENCLOSURE 7.1 i
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Drawings for Cable Spreading Room S Turbine Building Plan at Elevation 150' - 0"
- S-71 Turbine Building Plan at Elevation 165' - 0" E 1141 Tray Layout.., Elevation 150' - 0" (3 sheets)
E-1154 Conduit Layout... Elevation 150' - 0" (9 sheets)
N (
1 3
t A
4 4
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