ML17059B392

Summary of 961219 Telcon W/Licensee Re Results of Revised Reactor & Turbine Building Superstructure Calculations Resulting from Steam Line Breaks Outside Primary Containment

ML17059B392
Person / Time
Site:	Nine Mile Point
Issue date:	01/06/1997
From:	Hood D NRC (Affiliation Not Assigned)
To:	NRC (Affiliation Not Assigned)
References
TAC-M94858, NUDOCS 9701100218
Download: ML17059B392 (64)

Text

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LICENSEE:

Niagara Ho~uk Power Corporation

. I FACILITY:

Nine Mile Point Nuclear Station Unit No.

1 it

SUMMARY

OF TELEPHONE CONVERSATION OF DECEMBER 18,, 1996, ON, REACTOR AND TURBINE BUILDING BLOWOUT PANELS (TAC NO. H94858),

e J

t On December 18,

1996, the NRC staff discussed,,via, telephone,'the 'licensee's letter of November 15,

1996, "Response to 'Trip'Repoi t of August,20,

1996, Audit of Reactor and Turbine Building Blowout,Pahelsn (Response).'articipants for Niagara Mohawk Power', Co'rp'oration were Messrs.,C'.,Stroup and D. Baker.

Participants for NRC wer'e Mes'srs'.

D. Jeng and D. Hood.

t The licensee's

Response

provi.ded'he results'f revised, Reactorand Turbine Building superstructure calculations, resulting ".,from'team line,",breaks outside primary containment.

The calculations', for,buil'ding pressure capacities were revised by eliminating the use of.the 1;05 dynamic load factor.,(i.e., strain rate factor for increasing Fy of mate&ial) and adjusting the dead load scaling factor.

The reduction factor was also'(changed,froth 0.95 It'r'to 0.90 P.

The resulting lower bound failure internal,pr'essures for-,the Reactor Building were 117 psf for the secondary member (roof'bracing)'nd 124 psf for the primary member (critical column).

The resulting lower bound failure internal pressures for the Turbine Building were 135 psf,'for",the,"secondary member (roof truss) and 150 psf for the primary member (criti,cal column).

During the telephone call, the NRC staff requested additional information regarding the principal inputs and assumptions used in these calculations.

The staff also asked if the revised reduction factor that was applied in the revised structural capacity calculation had also been used in the blowout panel capacity calculation, and if so, what were the effects?

The licensee responded to the staff's request by faxing the enclosed additional pages from the engineering calculations, and two notes of explanation.

/s/

Docket No. 50-220

Enclosure:

As stated cc w/encl:

See next page Distribution:

Darl S.

Hood, Senior Project Manager Project Directorate I-l Division of Reactor Projects - I/II Office of Nuclear Reactor Regulation gQ~ Q D~~ (

Docket File PUBLIC PDI-1 Reading SVarga JZwolinski SBajwa SLittle DHood OGC ACRS MHartzman CCowgill, RI GBagchi DJeng DOCUMENT NAME:

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UNITED STATES NUCLEAR REGULATORY COMMISSION WASHINGTON, D.C. 2055&4001 January 6, 1997 LICENSEE:

Niagara Mohawk Power Corporation FACILITY:

Nine Mile Point Nuclear Station Unit No.

1

SUMMARY

OF TELEPHONE CONVERSATION OF DECEMBER 18,

1996, ON REACTOR AND TURBINE BUILDING BLOWOUT PANELS (TAC NO. M94858)

On December 18, 1996, the NRC staff discussed, via telephone, the licensee's letter of November 15,

1996, "Response to Trip Report of August 20,

1996, Audit of Reactor and Turbine Building Blowout Panels" (Response).

Participants for Niagara Mohawk Power Corporation were Messrs.

C. Stroup and D. Baker.

Participants for NRC were Messrs.

D. Jeng and D. Hood.-

The licensee's

Response

provided the results of revised Reactor and.Turbine Building superstructure calculations resulting from steam line breaks outside primary containment.

The calculations for building pressure capacities were revised by eliminating the use of the 1.05 dynamic load factor (i.e., strain rate factor for increasing Fy of material) and adjusting the'ead load scaling factor.

The reduction factor,was also changed from 0.95 P to 0.90 P.. The resulting lower bound failure internal pressures for the Reactor Building weve 117 psf fov the secondary member (roof bracing) and, 124 psf for the primary member (critical column).

The resulting lower bound failure internal pressures for the Turbine Building were 135 psf for the secondary member (roof truss) and 150 psf fov the primary member (critical column).

i, During the telephone call, the NRC staff requested additional information regarding the principal inputs and assumptions used in these, calculations.

The staff also asked if the revised reduction factor that was applied in the revised structural capacity calculation had also been used in the blowout panel capacity calculation, and if so, what were the effects?

The licensee responded to the staff's request by faxing the enclo'sed additional pages from the engineering calculations and two notes of explanation.

Docket No. 50-220

Enclosure:

As stated cc w/encl:

See next page Darl S.

Hood, Senior Project Manager Project Directorate I-l Division of Reactor Projects I/II Office of Nuclear Reactor Regulation

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Niagara Mohawk Power Corporation CC:

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B. Ralph Sylvia Executive Vice President Generation Business Group and Chief Nuclear Officer Niagara Mohawk Power Corporation Nuclear Learning Center 450 Lake Road

Oswego, NY 13126 Hr. Richard B. Abbott Vice President and General Manager Nuclear Niagara Mohawk Power Corporation Nine Mile Point Nuclear Station

'.O.

Box 63

Lycoming, NY 13093 Mr. Hartin J.

HcCormick, Jr.

Vice President Nuclear Safety Assessment and Support Niagara Mohawk Power Corporation Nine Nile Point Nuclear Station P.O.

Box 63

Lycoming, NY 13093 Hr. Kim A. Dahlberg General Manager Projects Niagara Mohawk Power Corporation Nine Mile Point Nuclear Station P.O.

Box 63

Lycoming, NY 13093 Hr. Norman L. Rademacher Plant Manager, Unit 1

Nine Mile Point Nuclear Station P.O.

Box 63

Lycoming, NY 13093 Ms. Denise J. Wolniak Manager Licensing Niagara Mohawk Power Corporation Nine Mile Point Nuclear Station P.O.

Box 63

Lycoming, NY 13093 Regional Administrator, Region I U.S. Nuclear Regulatory Commission 475 Allendale Road King of Prussia, PA 19406 Nine Mile Point Nuclear Station Unit No.

1 Resident Inspector

. U.S. Nuclear Regulatory Commission P.O.

Box 126

Lycoming, NY 13093 Charles Donaldson, Esquire-Assistant Attorney General New York Department, of 'Law 120, Broadway, New York, NY 10271 4I Hr."

P,aul D.'ddy, State of New York Department of Public Service Power Division,'ystem Operations 3 -Empire State Plaza

Albany, NY 12223 IP Hr..F. William Valentino, President New York State

Energy, Research, and Development Authority Corpor'ate'laza West 286 Washington Avenue Extension

Albany, NY 12203-6399 Hark J. Wetterhahn, Esquire Winston L Strawn 1400 L Street, NW Washington, DC 20005-3502 Supervisor Town of Scriba Route 8, Box 382

Oswego, NY 13126 Gary D. Wilson, Esquire Niagara Mohawk Power Corporation 300 Erie Boulevard West

Syracuse, NY 13202

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Page 1<

Rev Dele Disposition WhC WuPbina Grilling P~jn Q//

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~(2Sh' F~: /~re IS& psF iS ln'~+~:mci

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DEC-1S-S6 THU 15'54 L1CENSING Ve<.6D57E+02 0.605?8+02 Ham-.2503K+03 1094E+D3 Vt"-0.1758E401 - 1758K+01

.KtIIO.1436E405 2675K+05 CTr~tTDR/Jp) 0.0000E+00 D,DDOOK+00 129 C

52 53 )

Fr~a.1811K+05

-.1643K<05 TrII-I6627K+DD 0.6627Etoa VsII-,6148K+02 0.6148E+02 Ke&.1094&03 - 4508E+03 Vt 0 1585E401

-.1585E+01 Ht 0.2674K+05 -.'3999E+05 (Tr"CTolf/Jp)I D.OPDPE+DD O.OODDE+00 P. 16 (P/A)

-.6539F+03 -,593tft03 (Ka/Ss)<-s4548K+Dt "18?CE&2 (Ht/St)

.IRDCB03 -.180PE+03 Smax

~-.5289K+03 -,3943f+03 Smfn

~-.7788K+8 -.7919ftN FAX NO, 34S1400 ATTACHMENTD

{He/se) eo. tact E>02 -.4548K+at

+A~~ 84TBgoOB~QO)

DISPOSmoN 00B smfn I -.9973&03 -.9895E+03 130 i C

38 Fr-0.253BEt05 Ve*-3796K<02 Vt=0.2549E+DR 131 C

54 Fr-"P.t?54K+05 Ve=--ttt3E<02 Vc<0 2839ft02

'4)

-.2379K+05 Tra-,6361K+at 0.636tftot 0 3796K<02 Ks> I108?K+04 -.4127K%

.2549ft02 Kc~o.9140ft04

.169OE+05 CTr"CTOI/Jp)IIO,DDDOE+DO 0.0000K+00 55 )

-.1585K+05 Tr~a.2484K%I

-.24BCE+D1 0.1113K~DR Ks"--3876fa04 -,2241K+04

-.2839K+02 Ht<.169DE405

-,1930K+05 CTr*CTOS/Jp) O.OOaaf+aa O.ODODE+OD (P/A> >.9164P03 8587K+03 CNe/Ss) 0.4519E+02

.17tdft03 (Kt/sc)~-.Cttsf+02 -.?btaft02 Smax s"830'If+03 -.6110K+03 smf n

~

~ 1003K+04

~ 1106K+04

{P/A) ~ -6331E+03 "5723K>03 (Ke/Ss)%,16128403

-.9318fio2 (Ht/st)= ~.7610K<02 -.869DF+02 smax

~-.3958K+03 -.3923fi03 Sefn

~.8704K+03 -.7524K+03 132 C

40 56 ]

FrIID.2448K+05 -.2289K+05 Tr=-.1'l92f+02 0. I192E+02 Ves,2323ftoZ 0.2323&02 Ne*-.1163K+DC -.4210K+04 VC 0,2626K+02 -.2626K+02 Ktia.5583K<04 -.1034ft05 CTr~CTOR/Jp)io.oaaaf+OD 0.000OE+00 133 E

56, 57 )

Freya.1673K+05

-.1505E+05 Tr~a.418DE+Pt

-,C18OK+01 Vs~a,t033fi02

.1033Et02 Ne<..3918K+04 -,2361K+04 Vt<0 R915Eea2

~ 2915K+02 KC+OI1033K+05 8108K+04 (Tr*CTOE/Jp)~P.OODDE+00 O.OODOK+00 CP/A) II.sm39E+03

.8262K+03 CKe/Ss)=D.C835E+02

-.1751K&3 (Kt/St)>-.2513K+OR

.4653Et02 smax

~-.8104K+03 - 6046E+N smfn i-.9574P03

-.1048K+04 (P/A) II.6D4DE+03

~,543ZE+03 (Ha/Se)io.t629E+N -.9817fi02 (Nt/St)i a4652K+02

.'3650E+02 Smax

~-.3945M -.C0858+03 smfn a-.8134EiN

~.6779&03 134 C

41 Fr=0.2412E+05 Ve~-,3502K+02 Vt&.1935ftat 135

[

58 Freya,1666K+05 ve-"-s35598402 Vt 0.1683E+Ot 58 ]

-,2252K>05 Tr<.8306K<00 -.8306K+00 03502E402 Ne<..R?48E+N

-<<1211K+03

-.1935E+Ot Nt=0.83'IOE+DC -.1547K+05 (Tr'CTOR/Jp)K.ODOOE+00 O.OOODE+00 I

59)

I

-.149?f405 Tr~o.2017K+00 -.2017K+DO 0.3559E402 Naia.1211E+03

-+4837K+03

-.1683K+Of Kc&.154?E+t6 -.2314K+05 CTraCTOR/Jp)>o,aaoof+00 O.DDDOE+00 (P/h> ~-.87078&3 -.8130K@6 CKs/Se)%.1143E+02

.5N5E+01 (Nt/St>e.e374tf+02

-.6966E402 SW II-.8219fw03 ".7383E+N Smfn o-.9196E+03 -.88778103 (P/A) <..6013&03 -.5405K+N CHs/Sa)~-.5035Etol -,Rattf<Z (Kc/st)II.6966K+02 tocRE+03 smax I.5266E+N - 4163ft03 Smfn s-.6760K+8 -.6648&N 60 )

..2325K+05 Tr 0.4295E<00 -.4295E+00 OWECZ Ks<-.1559E+N -.3at tft03

-.2234K+01 Nt~o.12?CE+05

.236?K+05 (Tr'CTOR/Jp)sa,OODOE+Oa O.ODOOE+00 136

[

42 Fr~a.2485K+05 Ve=-.5341b02 vc&.223CE+01 131

[

60, 61 )

Fr~a.t?05K<05

-.153?E405 Tr4,4295K+00 -.4295MO Ve=.,5341K+02 0.5341K+02 Nee0.301 If<03 0.5422E+N Vt

.3915K+01 0 3915F+01 Nt&.2367&05 3517K+05 (TACTOR/Jp) 0.0000&00 0.0000K+DO 138

[

43 g

62 )

Frlay2503E+05 s2343605 Tr+

~ 1977K+00 Oe1977E400 (P/A) <.8969ft03 "8392EiN CKs/Ss)~0.6482&01

-,1252E+D2 (Nt/St)>

5735ft02 -.1065E+03 Smax o..833tb03 -,7202K+8 Slfn

~ o9608E+03 9583K<03 (P/A) e.6157&03 -+5549E+N (Hs/Ss) ~--1252K+02 0.2255K402 (Kt/sc)~.1065f+N -,158M+N Stnax

~-.4966K+8>>.314afi03 Smfn

~-.734?E+N -.7358K@

(I'/h) II.9037ftN -.8460E+03 PAGE 0-155

~

(

~ g ~ I

'k

'th DEC-19-96 THU 15'54 LICENSING 3483

( 1'lo?,

1106 )

Fr=0.67598+05

~.6755E+D5 Trs-.2234K+02 0.2234E+02 Vss-.2356Eta2 0.2346EtoR Has ~.1248E404

~ 100?K+04 Vtso.3006K+03 D.2551E+03 Hts.8?36K+03 ".1459E+04

<TrsCTORIJp)so.0000K+00 0.0000E+00 3484

( 1108, 105o )

Fr--.6204K+05 0.6204K+05 Trso,2896K+02

-.2896K~OR Vs=0.4034boo

.4034E+00 Hssoo2363&04

-o1998K>04 Vtso.269?K+03 0.27728+03 Htsa 78128402

-.3881E+OZ (TACTOR/Jp)so.oooo&00 P.ODOOE+00 3485

(

1106 1100 ]

Fr-o.8S74K+05 -.8870K+05 Trs-.2451K+02 0.2451K+02 Vssos31798402. 1317?f402 Ha<0.9771E+03

-.4403K+04 Vt&.3086K+03 0.2384K+03 Ht 0,1C58E+04 0.\\645K+04 CTrscTOR/Jp)<o.oaoaf+00 0.0000K+Do 3486

( 1050, 1101 )

Frs-.8316K+05 0.8316E+05 Trso.2896E+02

-.28968+02 Vaso.4034K+00 -.4034Etao Haso,1998&04

-.1C30E+05 VtsD.3999E+03 0.1477K+03 Ht<,MSlf<OZ 0 549?f400 CTrSCTOR/Jp)so.ODOOK+00 0.0000K+00 3C87

(

1100

~

1099 )

Frso.1031K+06 - ~ 1031K+06 Trs..2639K402 0.26$ 9E402 Vss".3778K@02 0.3?728402 Ha 0.4376K+DC -.1270K+05 Vtso.3589&03 0.188?fio3 Hte..1644Kt04..2045K+04 (TrscTOR/Jp)so

~ 0000E+00 0.0000E+00 3489

( 1099,

'I093 )

Frso.1113Ei06

-.1113E+06 Trs-.Z77RE+02 0.2772K+02 Vapo.4447K+02

.4450K+02 HasOi12688+05 -.8694bo4 Vt4.2423K+03 0.3R15E+03 Htsoe20438404 0 '434E+04 (TACTOR/Jp)so.oaaaf+OO O,OOOaf+PO

~

1094 1

0.1026K+06 T~.2173E+02

.2173K+02 0.3136E+01 Hs 0.8453ft04 - ~ 15?oft05 0,21DZE+03 HtsD.3144K+03 ".6298K+03 (TrSCTOR/Jp) so.oaaaE+00 P.DOPDEN4 3490

(

1049 Frs.1026K+06 Vas 3136K+01 Vtso,35438403 3C88

( 1101, 10C'9 )

Fr s-.9445K+05 0.9445E+05 Trso.2'l?3K+DR -.2173K~02 Vss..3136K+01 0.3136K+01 Hsso.1210E+05

-.8453K+04 Vtso.2456K+03 Oo3182&03 Hts-e549?K+00

-.3'l44K+03 (TACTOR/Jp)so.OODDE+00 D.DODDE+00 P. 17 (D/A) so 311?Rt04 0,311?Kfo4 (Hs/Ss) s-.1125K+03

.9515K>02 (Ht/St)s-.3840&01

-.1908E+01 Seax s0.3234K+DC 0.32 ICE+04 Smln s0.3001K+DC 0.302OE+04 (DIA) s".4459K<04 - 445?Et04 (Hg/Sa) s-.4653K F02 -.2097E+D3 (Ht/St)s

~ 71648<02 Oo8086K<OR Smax s-.4341K+04 -.416?K+04 Smln s-,457?Ki04

-.C748K+04 (P/A) s0.4179K+04 0,4179f+04 (Hs/Ss) s-.9515M2 - ~ 6810&03 (Ht/st) ~-.1908&01 O.R70ZE-P1 Sesx

%.4276K+Ã 0.4860K+04 smln so, caSZE+04 0.34988+04 (P/A) s.5183E+04

..5181E+04 OIs/Ss)s

.2084K+03 -.6047K+03 (Ht/St)soISM3E+02

,1005Kt03 SmaX s-.4894&04 -.4476K>04 Smln s-.547RK+04 -.5886E+04 (P/A) s0.4746K~

0 '746K+04 (Hs/Ss)s..5762K+03

.4026E+03 (Ht/st)g.R?ozf-ol - ~ 1546Rio2 Smax sD.532RE+04 0.5164E+GL Smln s0.4170K+04 0.4328E+04 (P/A) s -5592E+04

-5591E+04 (Hs/ss) s-.603?K+8 -.Clcobm (Ht/St)s

~ 1004K<03 OI 1196&03 Smax s..4888K+04

-.5057K+04 smln s-.629?K+04

-.612CE+04 (D/A) s0,5155Ea04 0,5155K+04 (Ha/Ss) ~ a4026E403 I?4?Sf+03 (Ht/St) s.-1546K+02 "3096&02

~,5573K+04 0.5934E+04 Smln s0.4737K+04 0.437?K+04 FAX NO, 3491400 ATTACHMFNT0 Smln s0.1321K+04 0.1510K 04 QALg S4'fQ3pQBQ)apq (P/A) 33968+04 3394K~

DISPOSlTION NS (Ha/Ss)*P.5945f+DZ -.4795ft02 (Ht/St)so.4294K+02

.7'I69E+02 Smax s-.3294K>04 -,3275fio4 Smln s-.3498K+04 -3514K+04 3491

(

1093 FrsD>>1141K+Oh Vss-.5567K+02 Vtsoi407'I K403 1092 )

~ 1 141K+06 Trs o3042&02 0 e3042&02 0.5561K+DR Hsso.8680&04 -,2126Kiof 0.1574Kt03 Hts-'.2433b04 - 3173K>04 CTr*CTOR/Jp)K.ODDDE+N D.oaoaf+00 (D/A) s a5735E+04 (Ha/ss)s-.4134&03 (Ht/st)s0.1196ft03 Smsx s-.5202804 Smln s-.6268Kt04

~5733Ea04 i1012K+04

-.1560K+ P3

-.4565K~04

-.6902K+04 3492

(

1094 Frs-.1015bob Vsso.1924ERDO vt 0.1101K+03

~

1048 )

0,1015K@06 TI's.936OE401 0+9360K+01 "192CK+00 Hss0.1513RI05 0.3521E t04 0.4706K+03 Xts0.6298E+03

-.6099E+D3 (Tr CTQR/Jp)so.aaoaf+OO O,ODDDR+Oo CD/A) s0.51008 @04 0,5100&04 (Hs/Ss)s-7203K+03 0 16??f403 (Ht/St) -,3096Kt02 -,2998&02 Sesx

>0.5852K+04 0.5298ft04 PAGE 0-326

{t

/

J f

DEC-19-96 THU 15'55 LICEHSIHG

'3743 C

49

)

1761 )

Fr<<-.3303E404 0,3303Et04 Tr<<0,4492K+01..4492K>01 Vs<<0.'lo66E+01

,1D66E+01 Hs<<Q,DODOR+00 0.3607K+05 Vt -.309ZKM 0.1032E+03 Ht O.ODOOR+00 0.1865K+03 (TricTOR/Jp)<<O.QOOPE+00 O.OOOQE+00 3742

(

61, 1058 )

Fr<<- 3791E+04 0.3791E+04 Tr<<-.4941K+02 0.4941f+02 VsÃ.1369E-15 -e1369f-15 Hs<<D.OODOE+00 O.OOQOE+00 Vt<<--9336K+02 -.933&K+02 Ht<<Q.QODQR+00 0.0000K+00 (Tr'DOCTOR/Jp) 0.0000&00 O.ODQQE+00 FAX XO.

349!400 P. 18 ATfACHIIIENTD Smfn

<<0.909ff+03 0 909~K'ag 84'faggQIJ)QQ'f 91SPOSIDN ODB (P/A) <<0.907?K+03 0.9077K+03 (Hs/Ss) <<0 0000K+00 O.QQODE100 (Ht/St)<<D.DOQDE+00 O.OQDOE+00 Staax

<<0.907?K+03 0.9077K+03 Safn

<<0.907?f403 0.9077K+03 (P/A) <<0-7911K+03 0e?911K+03 CHs/Ss)<<O.QQQQE+00 0.7043K+04 (Ht/St)<<D.QDQQE+00 0 '34BE+03 Smax

>Os?911K403 D.7969E+04 Smfn 0.7911K+03 -.638?K+04 3744 C

1763 Fr~-.3305K+04 Vs<<0.1067E+D 1 Vt<<0.3089K+03 176'1 )

0.3305K+04 Tr<<0.159&RNT -.159&K%1

,106?K+01 Hs<<o>> 0000K+00

.3600E+05

.1029K+03 Ht>o.oooof+00 0.1865E+D3 CTraCTOR/Jp)<<D.OQOOE+00 O.OOQPEtOO (P/A) <<0.?915K+03 0.79'l5K+03 (Hs/Ss)"-D.QQQQE+00

-.7029E+04 (Ht/St)<<O,DDOQE+00 0.1348K+03 SmaX

<<0.7915E403 0.7955E+04 snfn

<<0,7915a 03

-.6372'745

[

1773 Fm-254?K+03 Vs-- 16?5K+00 Vt<"3044K+03 374&

L'771 F m-,2404E404 Vs<<-.141 9fuS Vt<<.e3029Ri03 1749 )

-.2547K+03 Tr<<-.6077&01 0.6077K+01 0.1675F+00 Hs<<O.QQOQE+00 0.3496E405 0.1014K+03 Hc<<O.ODOQE+00

.2886ftoz CTr"CTQR/Jp)<<O.QQPQE+00 O.OOODE+00 I

1725 )

0 2404K+04 Tr< a5610E+01 0.5610K+01 0.14$ 9f+OQ Hs<O.OQDDE+00 0,3462E+OS 0.1009K+03 Ht<<O.ODDQK+00 -,2433EIOZ (Tr<<CTOR/Jp)<<Q.OODOE+00 D.QQQOE+00 (P/A) >.6100K+02 (Hs/Ss)<<O.QOODE+00 CHt/St)<<D.OQQQK+00 smax

~-.6100K+02 sXsfn

~-,6'loQE402 (P/A) <<0.5?5&fi03 (Hs/Ss)<<Q.OOOOK+00 (Ht/St)<<O,OODOE+Do Slnax

<<0,5756K%3 Sefn

<<0.5756K+03

-.6100K+02 0.6826K+04

.208&f402 0.678&K+04

-.6908K+04 0.5?56K+03 0.6759K+04

-.'l?59K402 0.7352K+04

-.620ffio4 3748

(

1759 1711 )

fr<<-.5766K+04 0.576&K+04 Tr<<- ~ 5628K<01 0.5628K+01 vs<<-.4827K 02 0,4827K-02 Hs<<O,OQQQK+00 0.3604K+05 Vti-e3090E+03 0.1030K+03 Ht<<P.QDODE+00 -)8445K+00 CTr<<CTCN/Jp)<<D,OOQQE+00 0.0000K+00 3749

(

1757 Fr<<-.6762K&

Vs<<0.901CE-02 vt<<-.3059&03 1703 )

0.6762E+04 Tr--.31'lBK+01 0.3178K+01

".9014K-02 Ha 0.0000K+00 0.3532K+05 0.1019K+03 Ht<<O.DOOQE+00 0.1561K+05 CTr<<CTQR/Jp)<<P.ODODE+00 0.0000E+00 3750 C

1755 F~-.4831K+04 Vs<<0.1354K+00 Vt<<-,3029Ki03

'f697 )

OA8318404 Tr<<. s4894E+01 0.4894K+01

<<1354K+00 Hs<<O.ODDOE+00 0.3462K+05 0.1009E+03 Ht<<O.OOOOK+00 De2322E+02 CTraCTQR/Jp)<<D.OQQQE+00 0.0000EiQQ 3747

[ 'l7&3, 1718 )

Fr -.3798K+04 0.379BEi04 Tr<<-.3651K+01 0.3651K+01 Vs<<-.1332K-02 0 ~ 1332K-02 Hs<<O.OOOOK+00 0.3532K+05 Vt,3059KF03 0 1019E+D3 Ht<<D.DDOOE+00

~ 2307K+00 (TACTOR/Jp)<<O,ODQQK+00 O.QQQDE+00 CP/A) 0,9096K+03 0.9096E+03 (Ne/ss)*0.0000E+00 0.6896K+04 CNc/st)<<O,DODOE+00

-.166BE+00 Senex

<<0,9096K+03 0.7805E+04 Siafn

%.9096K>03 -.5986K+04 (P/A) <<0.1MfK<04 0>1381K+04 (Ns/Ss)<<O.DQQQE+00 0.?036E+04 CHt/St)<<O.OOOQEioo

-.6104E+00 S4sax

<<Oi1381E+04 0.8418E+04 Snfn

%.1381E+04 -.5656K~

(P/A) <<0.1619K+04 0.1619E+04 CHs/Ss)A.ODOOK+00 0.6896K+04 CHt/St) <<O.OQQQE+00 0 '1128f+01 S ax

%.1619K>04 0.8516E+04 S4afn

<<0.1619Et04

-.52?BE+04 CP/Aj <<0.1157Ki04 0.115?K+04 (Ne/Ss)K.ODDDE+00 0.&759K+04 (Ht/St)<<O.DDOOE+DO 0 16?BE+02 staax

%.1157K+04 0.7933&04 S4afn

<<0,115?Ki04 -.5619K+04 HOHENTS NQQE1 NCOE2 ELENENT FORCES RISER NODE1 NOQK2 3?51

(

71, 1730 )

fr<<

~ 1947&04 0 194?f404 Tr<<o428&E+Qf OA286K+01 STRESSES NKE1 NtmEZ (P/A) <<0.46&ZE403 0 46&ZE403 PAGE D-35'f

t r

t

ALE KLKNKNT NUNSKR FORCE DEC-19-96 THU 1S'56 4

LICEHSIHG STRESS ENERGY ENERGY DENSITY P,19 FAX HO.

3491400 ATTAGHNIENT0 CALC S4TBBOOBLDG01 D!SPOSIDN ODB 4211 4212 4213 4214 4215 4zl6,

4217 4218 4219 4220 C221 4222 4223 422C 4225 4226 4227 4228 4229 4230 4231 4232 4233 4234 4235 4236 4237 4238 C239 42CO 4241 424R CRC3 4244 4245 4246 4247 4248 4249 4250 4251 4252 4253 4R54 4255 4256 4R57 4258

~ 0 '47069E+05 0.329197E+OS 0.330113E+05

-0,247912E+05

-0,248M3f+05 0.330497K+05 0.317647K+05

~ 06238375K+05

-0.238389K+05 P.31?ezlf+05 0 317616E+05

-O.238351K+05

~ 0,23837?K+05 o.317805K+05 o.324659K+05

-D,243677K+05

.0.243516E+05 o.3z461DK+05 0.3373262+05

.0.2535342+05 0.253?RREt05 0,3377338+05 o.561802E+05 0 5617198405 0.561782E+05 P.56177?K+05 0.5901SRE+05 0.58989PE+05 0.578866E+05 0.579159fi05 0,561770EIPS 0.561808E+05 0,561766E+05 o.56182RE+05 0 5617?lft05 0.561766K+05 0.584098Kio5 0.58358?E+P5 0.584965K+05 0.585392E+05 0,561?8?f to5 0.561?55K+05 Q.561'FCBE+05 Q.56173SE+05 0,576819Kt05 0.576949E+05 0,5968278405

. 0.596620K+05 0.1894K+0'5 0.4112K<3 0,4133ftN 0.1907K+03 o.1910K+03 0.4144K+03 0,3826K&3 o.1763K+N 0.1764E+03 0.38328+03 o.3sz6K+03 0.1763Ei03 0.1763K+o3 0.383RE+03 0.3997&03 0.'3843K+03 0.'l84DK+P3 0.3998K+03 0,4315fiN 0 1995E+03 Q.1998E+03 o.43zeE+03 0.6620E+N 0.6618K+03 D.6620K+03 0.6620E+N 0 73068+03 P.?zmN8 0.7029E+03 0-7036Kt03 0.6620K%3 0,662DE+03 0.6619E+N 0.6621K&3 0.662CN5 0.6619& 03 0.7'l56P03 o.7144K+03 0 717?E+03 0,7188K+03 0.6620K+03 006619E+N 0.6619K+03 0.6619K+03 0,69?9fiN P 698RE+03 0.?C?zb03 0.7466E+N 0.361212K+PC OA81283E+OC 0.482622EtDC 06362CCCEt04

-0.36269CE+04 0.483183E+04 0 A64396K+04

-0,348502K+04

-Q.34852RE+04 P.464650K+04 D.464350K+04

-o.34s466E+04

.00348505K<04 Q.464628K+04 0 A74648E+oc

-0.356253K+04

-0.356018Ki04 o.474576K+04 0.49316?8~04

-0.3706638+04

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DEC-19-96 THU 16'00 LICENSING FAX NO, 3491400 P,27 3286 3287 SZBS

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li

DEC-19-96 THU 16'01 FAN NO, 3491400 P. 28

%~7l NOTE OF EXPLANAT1ONON CALCULAT(ONS4RX340BLDG01, PAGE 8:

The result on page 6 for Member 29 shoes a stress interaction of 1.006 for an internal pressure of 124psf. This result was denoted as "OK".Stress ratio interactions'gust be less than or equal to 1.000 for acceptability. This result was accepted because it is not the controlling member. Member 3288 is the controlling member with an internal pressure of 117psf. At 117psf, the Member 29 stress ratio interaction is less than 1.000.

0 (4,

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DEC-19-96 THU 16'01 LICENSING FAX NO, 3491400 P. 29 I

USAGE OF REDUCTION OR OYERCAPACITYFACTORS IN CALCULATION S7RX340 01 - PRESSURE RELIEF PANELS A review of Calculation S7RX340WO) indicates that no reduction or overcapacity factors were used in calculating the internal building pressure which would cause the panels to release. The panel components are designed to have relatively low stresses in the elastic range with the exception of the panel shear bolts which are designed to fail when the internal building pressure reaches the reported limits. The failure load of the shear bolts is based on ultimate failure determined by load tests on the bolts as described in the calculation. No reduction or overcapacity factor was applied to the bott failure loads. The reduction factor of)=0.90 ls not applicable for this calculation as it is based on ultimate failure load of the bolts and not the bolt yield strength. No reduction factor was used as this calculation determined the upper bound values of the panel release pressures.

0 0