ML17250A590

Re Ginna Nuclear Power Plant,Seismic Upgrading Program Piping Stress Analysis,Main Steam Sys,Section 200. Main Steam Containment Drawing Encl

ML17250A590
Person / Time
Site:	Ginna
Issue date:	07/31/1980
From:	Dreyer E, Loceff F, Massie W WESTINGHOUSE ELECTRIC COMPANY, DIV OF CBS CORP.
To:
Shared Package
ML17250A588	List: ML17250A587 ML17250A590
References
SDTAR-80-05-08, SDTAR-80-5-8, NUDOCS 8009170301
Download: ML17250A590 (175)

Text

WESTINGHOUSE PROPRIETARY'LASS' S DTAR-80-05-08 t

R. E.

GINNA NUCLEAR'"POWER PLANT SEISMIC UPGRADING PROGPAM PIPING STRESS ANALYSIS MAIN STEAM SYSTEM, SECTION 200 II AUTHORS:

W. A. Massie F.

P. Dreyer APPROVED:

F. Loceff, Manager Structural 8 Seismic Technology WESTINGHOUSE ELECTRIC CORPORATION NUCLEAR TECHNOLOGY DIVISION soos~vo3ol JULY 1980 IIEIIIILIIIORYOOCKEI FILE COPY.

0 t

TABLE OF.

CONTENTS PAGE 1.0 SYSTEM DESCRIPTION 4 1.1 Extent of Piping 1.2 Specifications 1.3 Loading Conditions 1.3.1 Operating t1odes '., ',

. 1.3.2 Seismic Environment 1.4 Static Displacement of Anchors 2.0 ANALYSIS 2.1 Piping Stresses and Loads 2.1.1

. Basic Stre'ss Criteria 2.2 Nozzle Load Evaluation 2.3 Valve Load Evaluation 10 3.0 RESULTS OF STRESS ANALYSIS AND LOAD EVALUATIONS 13 3.1 Support Description and Load Summary 3.1.1 Displacement Supports 3.2 Stresses 3.2.1 Height 3.2.2 Normal Operation 3.2.3 Most Severe Mode of Operation 3;2.4 OBE 3.2.5 SSE 3.3 Deflections 3.3.1 Weight 3.3.2 Normal Operation 3.3.3 t1ost Severe Hode of Operation 3.3.4 OBE 3.3.5 SSE 3.4 Valve Load Summary 3.5 References 14 19 34 80 101 SDTAR-80-05-08

APPENDIX A B

TABLE OF CONTENTS I

'I Allowable Stress

/Response Spectra WESTDYN Input'iData

'sometric C-381-350, Sheet 1, Revision C

~PAG 102 125 137 SDTAR-80-05-08

1.0 SYSTEM DESCRIPTION

~Et 2 fl 1

11.

21 30" line from steam generator 18 to penetration 8 402.

No branch lines are explicitly includeg.

1.2 ~Elf'l 131 30" MS-600-1 Design Conditions:

Pipe:

Schedule 80 electric fusion welded, ASTM A155-65, Grade

C55, Class l.

Fittings:

Schedule 80 ASTM A234, Grade WPB, 3000 psi, butt weld.

1.3

~tl tl I.

2 oF Normal Operation 508 Safety Relief 561 Valve Operation PSIG 715 1140 SDTAR-80-05-08

1.3.2 Seismic Environment The seismic environment is represented by linear acceleration response spectra at various floor elevations, linear accelerations due to torsional response of the building, and relative displacements of anchors and s'upports.

The torsional response of the containment building and interior structure has negligible effect, due to the-symmetry of these structures.

The response spectra and.floor displacements are based on a

dynamic response analysis of the containment; interior structure or other building supporting seismic class piping.

For this project,

.Gilbert Associates, Inc.,

has performed this analysis and summarized their results in Ginna Station Seismic L~pgrading Program, Reactor Building Seismic Analysis, December 21, 1979.

That document provides response spectra along two orthogonal, horizontal lines and the vertical for each node in the GAI dynamic analysis.

For piping which is attached between several node points, no single set of response spectra will adequately describe the piping environment.

To assure conservative results in such cases, a combined spectrum for each direction is obtained by using the highest acceleration of any adjacent node at each frequency.

The result is a response spectra envelope.

For the subject

system, the following building node points are adjacent to the piping or equipment supports:

BOILDI NG NODE ADJACENT PIPING SUPPORTS OR EQUIPtl NT caP frkavm&Af7 in reCioe >vr~~

iR4'2 SDTAR-80-05-08

The response spectra: for these points and the response spectra en'velope are shown graphically in Appendix A.

The coordinate system for.these spectra is not, in general, coincident with the coordinate system used for the piping model.

Figure A.P-2 ~indicates the orientation of the horizontal axes of each system.

Prior to analysis, the piping system model is rotated such that it aligns with the spectra coordinate axes.

Note that it is sufficient to align -Z (piping) with Y (structural) since the signs are of no 'consequence in such an elastic, seismic analysis.

NORTH

/////!///

Y (STRUCTURAL)

X (PIPING) 29' (STRUCTURAL)

Z (PIPING)

FIGURE A.2-2:

COORDINATE SYSTEM/iS SDTAR-80-05-08

Rotation of the piping model by -29'ill align the two systems.

I The displacements relative to ground of the building structures at points of support:or'equipment attachment are summarized below:

ABSOLUTE DISPLACEt~iENTS

.IN STRUCTURAL COORDINATES SUPPORT OR EQUIPMENT Pgg E TR47-rd&

~su, ni$g es8'yg ~/q gfEpl0 G8

)JOQQ E +

ys3y,D$3/

(ypP', 077/

]jg

/$0 4

YERT.

, 80/9 R.10

,Sd3 R.10 R

.1

• Units:

radians and inches

-Each displacement component at each location represents a

separate loading condi tion.

Only displacements which can be transferred to the piping through the supports are included.

A vertical support,, for instance, can only transfer vertical displacement from the building to the piping.

The net effect of

'll component displacements at all ooints of support is estimated by summing the absolute value of the results for each component at each point.

SDTAR-80-05-08

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1.4 Static Displ acements The displacements of anchors due to thermal expansion and other static conditions are summarized in,Table 1.4-1.

S DTAR-80-05-08

(

SYSTEM: %8/P SECTION:

g OD P TABLE 1.4-1:

STATIC DISPLACEMEHTS D 7 8 8W

(

PREPARED BY:

CHECYED BY:

REFERENCE(S): 582 48~i'~

WArM io.g-7 cEN~E84 E@68 F/XE H~Pf B E'R

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'quipment Description Compt.

Node no.

Therm.'ode no.

DX (in)

Thermal Growth DY (in DZ ln COh'7WWmeiV~

Lfh'Eg 740

-. )6

,o 488+<

5uM~~z P~~r

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8=g Thermal Mode II:

Thermal Mode III:

Thermal Mode IV:

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X SDTAR-80-05-08

2.0 ANALYSIS 2.1 Piping 2.1.1 Basic Stress Crite'ria According to criteria established for this project, piping included in this scope is to satisfy the requirements of equations ll, 12 and,either 13 or,l4 of ANSI 831.1b-1973, "Summer Addenda" to Power'Piping ANSI 831.1-1973.

These equations qovern allowable moments due to sustained loads (deadweight), occasional loads (seismic), and thermal expansion loads, respectively.

Relativ seismic anchor displacement effects must be included in equations 12,'3 or 14.*

)

PD 0 75 i HA 831.1-11 PD 0.75 i HA '.75 i HB

~t Z

Z

h n

831.1-12 i

H

1.0 Z

= section modulus, in as described in B31.16 - 1973, section 104.8.4.8.,

Sh

= basic material allowable stress at maximum temperature.

SA = allowable stress range for expansion stresses.

k

= 1.2 for occasional loads acting less than.1% of the time.

Analytical procedures for checking compliance with these equations include a distributed mass deadweight analysis, lump'ed mass response spectra seismic analysis, and a thermal flexibility analysis.

These procedures are implemented by, the computer program WESTDYN, which determines loads and displacements at all'hosen cross sections, associated stress levels as defi'ned by equations ll, 12 and 13, and reactions at all support and equipment connections.

WESTDYN input is prepared

'by program WESGEN from a data base established by program PAGES.

Three coordinate systems have been consolidated in this analysis.

The piping geometry is described in the PAGES program input using the GAI piping drawing coordinate system, with north along the negative Z axis.

For inside containment

systems, this data is altered using program ANZEIT which transforms the model to a system parallel to the GAI structural coordinate

system, which has the positive Y axis incliried 29'ast (clockwise) of north.

The SDTAR-80-05-08

piping geometry is thus specified in a coordinate system whose axes, are parallel to the response spectra axes used by GAI for the containment and interior structure.

The third coordinate system, is local and is described when used in this documentati'on.

2.2 Nozzle Load Evaluation Loads imposed on equipment nozzles must meet the following criteria unless specific allowable loads are known, in which case those loads must not be'xceeded.

(1) axial force < 0.01 S

A Y

(2) bending moment < O.l SYZ (3) torsional moment ~ 0.2 SYZ (4) shear force L 0.01 SYA where SY = yield stress of nozzle at operating temperature from ASME Section III

~.2 A

= cross sectional area of pipe, in

~

3 Z

= section modulus of pipe in These allowables apply for the following loading conditions:

a)

Normal condition -- deadweight plus maximum operating thermal b) Design condition -- OBE earthquake plus maximum operating thermal plus deadweight SDTAR-80-05-P8 10

2.3 Valve Load Evaluation '

Valves are classified as either active or inactive.

Operation of an active valve is required for a cold shutdown.

All other valves are calssified as inactive.

For,'=inactive valves, it is necessary to assure that the pipe va'lve interface meets the criteria for piping stresses.

The valve load criteria discussed below apply only to active valves.

VALVE TYPE Swing Check STRESS LIMITS ON VALVE ENDS

~max Y S

< 0.75 S

~bending '

~torsi on '

~0.5 S

Safety, open

Safety, closed g

< 0.75 SY refer to vendor's specifications Other

~- 0.75 SY

~bending '

~torsion '

'=

maximum principal stress

= 0.5 (H +

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+

(H -

S

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+ 4 SS SS 0-b nd.n

= maximum fiber stress due to bending bending blZ O-t '

= maximum fiber stress due to torsion

= Mt/2Z SDTAR-80-05-08

S>

= yield stress at'esign temperature for ASNE SA-376, type 316 for stainless steel valves and AStlE SA-106 grade B for carbon steel valves.

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N

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+ r. )/(r

- r. )], hoop stress o

0 p e ratin g pre s s ur e

= pipe outside radius ri

= pipe inside radius L

=

P I.r /(r

- r. )], longitudinal pressure stress 2

2 2

0 1

0 1

F FX/A F

= axial load X

B

=M/Z S

= F+B+L S

torsion V

2FS/A F

= shear force S

S DTAR-80-05-08 12

Active valves may be. cnecked for cor pliance vjith these criteria by manual calcul~ti.o.. us'ing loac'.s fro.:. the piping analysis or auto..:atically by using progra...'A'ALVE.

This prograr.

is linked to the piping anlaysis output file fror, vithi oh it 'obtains all n cessary loac data for eacl valve.

3.0 RESULTS OF STRESS ANALYSIS AND LOAD EVALU'ATION The as-built piping and support system satisfies the stress and no2,zle load criteria described above.

SDTAR-80-05-08 13

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15 HORHAL TO THE X l PLhNt 1¹ THE PLANE OF THE ORANCH AHD HEADER CEIITERLlHES Q \\ EXTERNAL X ~ 15FLACEHEHr OF 5 'D 14FFDEX 4/30/00 QESTDTN PACE D(SFLACEHEHTS Ar SUPPORTS AHD D1$COHrlNUlrlfS IH GLODAL COORDS DFHSF SNH50 Rlh510 440 DESCR!l'rOR RODE DX (1NCHE5) ~ 047 .0(9 .024 DV (1HCHE5> -F004 .003 . 002 Dl (1NCHES) .031 F 024 ~01$ RX (RADS) ~000022 -.00000$ 000011 RY (RADS) . 00(HH>3 ~ 000031 ~000113 RZ (RADS) ~000114 ~ 00000D -.000001 ( I f)(lies gkvb I R( <)Hcs f Hb P(PE LE ¹t ER( I¹I u I I R(III Ifit POINT I f I i<> Li<<fbk Of (UAVAIVRE 0t TNE ab¹4 A¹4 I ¹QA¹AL IU INi fffE ELAOAI 0T rffb-Rl ANT ¹R¹4 UL 5, t)NA¹CNbb A)IP TEES IIAVb LOCAL bfbrtfi Ab obfl¹kb Of tAOLE ¹o-)bb).~ 'I rffb Abf+ ill (044, I( ll ALO¹G tffb Hlkt)OA I'lPE Cl¹TERLl¹E ()ur IR(N ffig )U¹ifl0¹ AL0R)G fffl E)RA¹CN Cl¹flb(l¹l, At(P l 9T TNE RI(aNT Ifh¹O RULC, t0R tftfCRSE(rl0¹$ Af Off(CR tfIA¹ ()0 DEGREES, I I < ¹0RPfAL t0 TI(4 X-l PLA¹iq ltt tftb >L,A¹E 0t tfft 0AA¹EII A)f4 IIEAOE> (E¹TERLI¹4S e 'Y.) EXTERNAL T(VEkT) DISPLACENENT Of 5 ~ G TbfPDIX 4!30Ib0 MESTDTN PAGE DISPLACENENT5 AT SUPPOkTS AND DISCONTINUITIES IN GLObAL COORDS DINS7 CMSb klfl510 440 DE5CRIPTOR NODE DX (INCHES) . 000 -.000 DY (INCHES) . 030 .00T +004 Dl (INCHES) ~ 002 F 000 -.000 RX (RADS) .000)b3 .0000tt .000030 RT (RADS) .000007 ,000000 000001 Rl (kADS,) -.000143 o000171 .000104 Nhgq ~ +N t0 I ai ADNL II~I,~ >I% ' 1N,ND ~ I ICiiiOIW * >Lab< I IDI OI44q,', A<<D F I, n(AL I 'LNLLN541 I 1'IHs I 5 I> I"l I lbllTIA<<RI OLAI 1 ~ v(LIL~4II~ Fli(ILAL~ 'I('I >Ai ' ~ R IIILOS)4L f I SL TFL)TFS ILAVI X 4L 0<<() TL(4 I'IP4 C4(T)44L INS p 1 I 40<<1HE PLil NI fc 'I Hl i R<<T%4 01 LLFAV41\\)44 QF Tt)4 I34(lb 440 I <<04FSAL Lv TIL4 ~ L AIL'hF FN4 CL0()T( OT Tic4 QILLIIT ICQSD AIL4 ~ 04455Em4 4)ID Ta44 <<aV4 Ca(,m ITiT4<<44 04FITSaO OT TEL.E NE)-3(iak.t-'F T(D4 4450I III (004 4 I4 4L.OOS TT(4 F144044 otPa C4<<TEa(.IF(4, 'S OVT PICOTS Tile iV)T(TI&aOee TIFFS Oa45IC)1 ECISTaai.l<>4 4IQeT TL(5555 ITIC% 900 tIST0444CTtOOI4 4T OTW4 T<<All 00 DEUSL445 I 15 ~e(LSLaL TO TO)4 R.t P545)4 ~ III TNC 41AM Ot TILE ()44<<(N Arab %404~ (EllTEN. IOI4I 4! EXTERNAL I DISPLACEFLENT OF SaG ~ VbrPOI 5 OI30F 40 LLEST DYN PAGE OESCRIPTOR DYNSP SHNSb R IIL510 OLO Obo ~ 005 ,Ot5 . 001 -F003' 00t . 00'5 ~ TAT ~016 .00t OISPUACEHEHTS AT SUPPORTS AHO DISCONTINUITIES HOOE OX OT Dt (INCHES) (INCHES) (INCHES) RX (RAOS) .000)79 .0000(3 "~ 000003 RT (RAOS) .00)tOT .000339 .0000tF IN GLODAL COORO5 (RAOS) .00009$ .000009 ~0000t3 I I t(a)((kt %(tHS t(Avl A 1( Otl( tkf + I +I ($ tt I I~I I HS Ot (t(ibf<< l(Ott I (,ttPIIAIID I H IHE NOR I I ( RL +( A¹E ~ AOIO ~tAHI( Htk, S.'I RIIOI I 5 SH 'IHS I (I(( Ot)hl t Olhf ( I I 0(t~ ~ ' 'I~, $ (, I t4(( ()OAL ) ~ AOID I (LOLAI I.",O(t(l t)54( I I I A(ltd I 5 I H t~t ' i tt+ ~ DIAI)I1IO¹ IltLO(AL I ~ ~ It (ILOOALI, r( LA(hL I ~ l((j( (I(TTA( ~ t a I tli(OALt,'; 4LO0$$ 4 HAVl 4 ALO¹f( TS(4 >lP4 (4¹tt4( I(54, t SR()¹ )Hf PnIH (4¹T44 QS CISAVATISO4 Qt TI($4 O4(fit A)OD l ¹t)MAL 10 tHl Pt AHE OS S)44 4L@OTI OT Tttl RJMT )IASSO kIILS, RAR)CII44 A(EO 'f444 IIAV4 LOCAL 45414¹ Ad 04S l¹4II Or )ROLE tttf)- lhh ). (. ( OS T¹4 A4914 ill CN)4 ~ 4 l4 ALO(OC( TI44 1144044 I'lPE CCOISfht.l¹f, OLIT ORODI TIt4 JIS¹CTlO¹ ALOOF TIO4 llAAISC¹ C4)fT44Lt()t, AHD I Or tt(E Rl(HT t(45@ RISL4 SOIR l(BT41)44CTlO¹4 AT OTIISA "HA)5 Ot) OEI.(tti5 ~ l) IIORIRAL TO Tat a-l PLAdtjq GATI TI14'LASS4 OS TH4 QRA¹CII AHD Itlhdflt C4IITtRLl)f44 s EXTERNAL X ADTATION OT SION rdtpolx oz30rd0 HEstork pABE 2 OI5PLACENENTS At SUPPORTS ANO DISCOIITINUI TIES ltt GLOBAL COORDS DTKST SHKSB RIN510 ()40 DE5CRIPTOR NODE DX (INCHES) -.001 . 002 -.000 Or (IHCNES) . 019 . 003 .001 Dl (IttCNES) ~ 0'I 1 .001 RX (RAOS) 00001T ~ 000003 -o000007 Rr (RAOS) . 0000d4 .0000t3 .000002 Rl (ItAD5) .00009'0000T9 .000039 SDTAR-80-05-08 27 ,hrl, i ~ w~ I ~ +s id J DI ~ A I Ai I STRAlGN1 RUNS NAVE X Al ONG THE PlPT CEHTERL l¹f ( l¹ T>IE (il"l(110< Oi >IODIL(1¹4) I VPHARD'lN THE VERTlCAL )'LAHE AHD I 01 TII( Rt(>II NARD RUL(, o )F RUH lS I¹ THE iT(Gl GOAL) DlhfC1lOHP I(\\0(AL 'lG(OOAL>, AHD t(L'OCAL) ~ X(GLOOAL). IF RUH lS lH 1¹f -T(l 109AL blRECTlOH X(LOCAL) < -'t(GLOQAL)P Y(LOCAL) 'l(GLOOAL)i 1(LO(AL) AX(GLOOALf. ELOOHS HAVE X ALONG THE PIPE CKHTERLIHE Y FROH Tkf POINT TU CKHTKR Oi CURVATURE Of THE Of¹D h¹D l iilORHAL TO THE P( A¹f Oi THE KLOOF OY THK RIGHT HAHO EULE. ORANCHKS AND 'IEKS HAVE LOCAL'YSTKH AS OfflIED OY TAOLK 40-3663.Z-T 0F THK ASHK ill COOK ~ X IS ALONG THK HEADER PIPE CKHTERLIHEP T l$ OUT FROH THK JUNCTION ALONG THELORANCH CEHTEFILI¹E AND I OY IHt RIGHT HAND RULE, ~ FOR IHTfRSKCTIOHS AT OTHER THAN 90 DEGREES Y l$ HORHAL TO THK X-I PLAHKi 14 THK PLANE Of THK BRANCH AHD HEADKR CKHTKRLlHKS F.XTERNAL I ROTATION OF 5 G ~ YDFPDZX al30sbo NESTDTN PACE DISPLACENENTS AT SUPPORTS AND DISCONTINUITIES IN GLODAL COORDS DTN57 SNNSS RIN$10 O(0 DESCRIPTOR NODE DX (INC>IES) .010 . 00( DY (INCHES) . OOZ . 001 DZ (INCHES) . 00b .00$ ~ OOZ RX (RADS) .000007 -.000003 .00000( RT (RADS) -,0000N> ~0000tb . 0000Z9 RZ (RADS) o000031 .000005 .000002 SDTAR-80-05-08 28 I>> e 1¹e e I1eee )1, Vl A 1<el)NDINAII Ae)1 tie toa >(Pily e,eeAD can 1 '. e S)naruH) nu< ': o1 FH)DE<< I¹R),',UPHA¹D la IHE vtarl(a( PLA¹E, a¹D I oF )~I i<<~ ~ NA¹D Ru( t II R(I¹ TS l¹ lHt ~ T(1eLOOAL) DIIitiTIO¹, e1LO(ae e I (REAL)R( ) ~ a¹(e l (I OL AL 1 ~ I (HLVOAL) e I I RM¹ I I I¹ IeFE << eee cebae DIRE(1 l(e¹ l(L0(41.)y~ <<T(Fe(of)M, ) z 'I I(OLAL) ' ((eLOOae ) e I i(oiA<< e X (0( Or)ALf ELt)0¹S NAVd R ALOD% t¹d I lPf Ck¹tta( l¹t, I Iau¹ r¹f Pel¹r 10 rect cc¹tdR or CMRvATLIRa OI r¹a od¹b~ AIII) l ¹OR¹AL ro r¹t PLR¹E or T¹t EL/0¹ r)T t¹d RlQ¹T+¹A¹o hvLt ()RCK¹ft A¹O rtdl ¹AVt LOCAL Srlrdrl, 4$ Otrl¹to 8r rao(t Iro-~t. e1 or T¹% AS¹t lll co()d X lt Ate¹0 t¹t ¹dar)da PlPt ct¹rtaLI¹t, I: our IRO¹ t¹d ~(I¹ctl()¹ ALO¹0 tee ()RA¹c¹ cdardl)LI¹t, a¹D t or r¹t Rl(S¹T ¹4¹b RciLt. TOR l¹tdnddCtle¹S at Ot¹da r¹AII K DEOAfft, e TS ¹OR¹AL ro t¹d X t PLA¹t l¹ t¹de I La¹t OI t¹t 844¹C¹ 4¹(e F(tabta cd¹t\\RLT¹%S EXTERNAL Z AOTATION OF S ~ 6 ~ TAFPDZX Fe/SOIRO 1IESTDTN PA6E Z DESCRIPT'ODE DTHS7 600 SNHSO 640 AIH$10 e Q)0 DX (INCHES) -.000 -.000 -.000 DT (IHCHES) -. 001 000 . 000 DZ (INCHES) -.000 -. 000 DISPLACEHENTS AT SUPPORTS AHD DISCONTINUIl'IES .000001 -. 00000'I 000000 -.000000 IN 6LOSAL COORDS RT (RADS) (RADS) ~ 000001 .00000Z (RADS) .00000R .000(OS . 000001 SDTAR-80-05-08 29 ilAilI ION iILO( AI, i ~ I Iug I)OA< ~ ~ ~ ~ I O( A, ~ I I '>RA, l ~ ~ K(c(LOOa( i SLOI))IS ItaVt R aLO¹R t))4 ~Iol C4¹ISR) tt)4 I iaoh (~I f'Alai 04%14a Ot cMt)varyN Ot tt)4'oggo a¹4 I Coo<<AI. 'to TIIC I I A<<T Of T<<4 4LONI'Or r¹4 (RlOHT ¹atto

IIML4, Nla¹C<<44 at)O 1444 ttaV4 LOCRL 454t4¹ a4 O4flt)44 Oi tAOI I IIO-)44.

of 1¹4 astcg l ll COoc, x l 4 aLOts4 ttt4 ¹4 ao4a fisa I4¹ tIRL I<<4, OMI fa0(R r<<4 dlNICrlott aLO(San rb)4 N)a¹C)1 C4)IIOOLINE, a¹b I OT <<I alo)lt ¹attt) oMLt ~ '.toe lttr0esactl0¹4 ar orna t<<a)( eD oc(44jts, ~ I. ¹OawaL TO rt)4 I l P'Lats4 l(t r¹4 PLAIT't tii4 oaaft(ii Af(o HI ARIA ct¹r4RLlt(44 CXTKRRAL X bRSALACIICCHT Of CONTAIWIKNT 14fi b.o Tf SIOO ROSTRA D¹SR ~ ISfLACEIIIIITS AT SVfHRTS ARO bISCORTIINIITICS IR RL(X)AL COORSS bTII$7 XI)IS)0 440 b15(NIiT(N ROOK bX (IRCIIES) .ORA .044 .104 OT (1¹CHES) . 001 F00) OI (IN(II%5) .0'lS F057 .ORO RX (RAOS) .0000' 0000') 4 . 000001 RT (RARS) +0005)t ~ 0(OR44 0(OLO) RR (RAO'5) ,00(OSO ,000001 ,000004 SDTAR-80-05-08 30 '>aA;i v> N>>N( NI>'I i I> >PHD IN) >'lei (th)II> INI I>> >>>I I I<<> U> Hobll > I¹4) f >>>'VIR(> Ill l¹l VIR'Il(I> P( AH> z IHD I 0 ~ >Nk l>>N'I¹l'U(( I I Iu¹. I 5 IN 'THE iAG>OOA( ) Dlh(() l>>N > it V> I>> tiilUDIL), I¹D I((P>hi) ~ X(GLVOII). Il Rl>N 11 IH I>>T ~ >>.Luau liIII(IIOH x(i(>(hi) -T(G(OQAL), T(LOCA(l ~ I(4(08AL>p (<>GCI i l > 4( >)Oh( t iibOQS HIVE I ALONG THEiPEPE CENTERLINE, '1 lhOH 1NE POINI IO I>>I ((HIER Ol (VRVAIURE Ol THE GEHD AND I NOIHAL IO IHE >LINE 0> 1HE E(b(>i> 01 THE R1GH1 'HhllD "ULE ~ QRAN(NES AHD )EES HAVE LOCAL STSTEH" AS DEI INED 01 IAOI E Hb" S(>83. 8-) Of THE ASHE 111 CODE X 1$ ALONG THE, HEADER VlPE CENTERLINE, I'UT f RON THE JUNC T1ON ALON{i THE bllhHCH'ENT'ERLlNE AND 1 01 THI NIGH'I HAND RULE ~ TOR 1HTERSECT,OHS AT OTHER THA¹ PO DEGREESf I 5 ¹ORHAL TO l¹E >( E PLANETS IN THE PLAHE Of THE SRAHCH AHD >>EADER LENTERL INES CATE>>>>>>L T(V(IT) DESI'LICEKCNZ Of CONTIINNENT ybtPDtQ li 3/DO i>ES)DT>> DICE DISPLICENENTS IT 5>>PPOITS AND DISCONTI>N>ITIES IN CLODAL COOIDS DES(I)ale> NODE DVnal I1¹510 DZ (INCNES) ~ 000 DY (INCNE5) . 00'1 . 003 (l¹CNES) ~000 RX (RIDS) .000007 ~000011 . 000010 RT (RIDS) .000001 ~000000 ~000000 RX (RADS) ~00000I 000000 ~00000D S DER-.BO pit ~ ~ ~ ) 4g l~ ~ ( ~ ~ I,,kg ~ ~ IN~+ IHI I )lhl ' ~ 1 l lh I I A l4 iUHVAIUkL Ul IHI LILhb~ Ahb I hOAHAl IO lhl +\\ Ahl OI LHI I (804 hY ltlE >1GH1 HAND RULT e ORAHl HE 3 ANL> TEES HAVE LOCAL SYSTEH AS DE) IHED L)v IASLI HLI ~ (< A '..: ~ 'f THE AS)LE 11 1 CODE ~ X 1 5 ALONG THE HEADEk PlPK C lhllkllhL p OUT I RON THK 'JUHCTTON ALONG 'IHE ORAHCH CEH IEkLINK~ AHD l &'>t RIGHT HAND RUL.E FOR 1HTERSE(, l1OHS AT OTHER THAN 90 DK'lI', HORllAL IO THE X t f'LANE 1N THE F LAHE Of THl, SRAHC4 AHb HKAbf.> CENTER(.1HES EXTERNAL I DISI'LACEHEHT OF COHTAINHENT ( DISPLACEHENTS AT SUPPORTS AND DISCONTINUITIES IN 6LOOAL YOFPDTO Tl 3/80 IIESTDYH PA6E COOILDS DYHST SINISS RIH510 OCO 680 DESCRIPIOR NODE DX (INCHES) -.026 -.036 -.00) DY (INCHES) . 001 -. 00'I - F 001 DI (INCHES) 021 .123 RX (RAD5) 000091 .000024 .000000 Rt (RADS) .OOOTM .OOMO1 - 0000)9 (RAD5) -.000033 .00000(1 . 000013 SDTAR-80-05-08 32 ~ ~ ~ >4 I I ~ H I>tt >I>, I>l 'I' Ktl I ~ OH II><IA< ~ '>tt>jQ<A> ~ i I >IA>> IIIII>OA>> I t ~ ~ 5 Ibt Ot)ALf tLOOIIS NAVt X ALONG 'IHK P!PE,CEHTERL lHE, I I RI)H 'fHt I'II(HI CEHTf It 0I CURVATURE Of THK OKHI> AHO f HORHAI IO IHI P ANf Of THE ELOOH OVHK RLGHT HA)ID (ULK. ORANCHE 5 AHD TEES ~ HAVE LOCAL SVSTEH AS OKf IHEO Sv TASI,K HU-hhb t. a'- I Of THE ASHt l l t COOK o X lS. ALOHG 1HE HEADER f'IPt CKHTKNLI Ht i OU1 f ROll THE JUHC T TOH ALOHG'HE ORAHCH CKHTER( THE i AHf' I)f IHI RIGHT HAHO RULE a I OR IHTERSKCTlOHS AT OTHER THAN 90 OK(>RKK5> HORHAL 10 THE X t PLAHE p LH THE PLANE Of THE ORAHLII AHO HEAOI ft CEHTERL CHES EXTERNAL V XOTATIOH Of CONTAIHHEHT ybfPDFO ll 5/60 QtlTDVN HICK ~ESCIIPTOX DYH57 SIDI54 HI)f510 ~ 000 .000 . 000 . 000 -.000 -.000 DI5PLACEHEHTS AT SUPPOIITS hHD DISCONTINUITIES NOD E DX DY Dl (IHCHE5) (INCHES) (INCHES) RX (ItADS) .000000 ~000000 ~000000 RV (RADS) ~ 000001 F 000001 ~ OOOXO IN CLOOAL COOADS Rl (RADS) .000000 .000000 .000000 i ~

• X HAIN S TEAN DEAD VE l4NT EQUI

~ ION 1'I STRESS ANALiSIS Ok NUCLEAR SAFET'Y (HNS) Plf'ING NODE EQUATION POINT HUHSER YOF F DKS Di76ieU el 5~>'4 PRESSURE STRESS BEHDIHG STRESS TOTAL STRESS ALLOQAOLE STRESS OvERSYAE SS PER ANSI tt31. 1 CODf. THROUGH tHE SUHHIR 197S ADDENDA BANNS PtvtN'ot ALL STRESSES IH PSI 133 510 510 520 521 521 530 530 540 540 550 550 560 570 570 CR CR CR CR CR EL EL CR CR RE RE CR CR CR CR CR CR 637. 637. 4828. 4828. 4828. 4828 4828 4828. 4828. 4828. 5734. 5734. 5734. 5734. 5734. 5I34. 5734. 5734. lb. 17. 158. 159. 159. 159. 234. 185. 125. 125. 236. 227. 243. 242. 150. 151. 151. 243. 653. 654. 4986. 4987. 4987. 4987. 5062. 5013. 4953. 4953. 5971 ~ 5961. 5977. 5976. 5885. 5885. 5885. 5978. \\2402 ~ 12402. 12402. 12402. 12402. 12402. 12402. 12402-12402. 12402. 12402. 12402. 12402. 12402. 12402. 12402. 12402. 12402. HAIN STEAN DEAD HEIGHT Yef PDxu ei28/80 uESTDrw EQUATION 11 STRESS AHALYSI5 PER ANSI 031 ~ 1 CODE THROUGH THE SUNHER 1973 ADDENDA < NNS F'IF't N ' ALL STRESSES IH PSI NON NUCLEAR SAFETY <NNS) PIPING NODE NEHSER EOUAT IOH CR 581 581 590 CR EL EL POINT TYPE HUHBER ERQP 580 11 PRESSURE STRESS 5734. 5734. 5734. C7%I SEHDIHG STRESS 243. 243. 123. TOTAL STRESS 5978. 5977. 6125. 5857. C!4 1, ALLOQABLE OYERSTAE SS STRESS 12402. 12402. 12402. 12402. 1>LAO 1 A(l / SSO l 550 560 o 570 570 D ID CR CR 4828 ~ S 734' l

S73C, sr34.

<<.5734,

5734, S 734.i 5734.

5734. 125. 2 $6. 227. 243. 242. '1 50. I. 151 151. 1 243. CV5 l. sv/'.

svel, 5977, 59/6.

Saas. 5885. sass. 5978. ~ lCI l I,'C(I/. I? 4(t?. 12402. 12402. 12402. 12402. 12402. 12402. 12402. HAIN STEAM DEAD HEIGHT Y6FPDKH 6/28/80 IIESTD>> EQUATION 11 STRE$ $ ANALYSIS PER AHSI B31, '1 CODE THROUGH THE SUMMER 1973 ADDEHDA (Nt/S PIPING) ALL STRESSES IN PSI NON HUCLEAR SAFETY (HHS) PIPING HOD E POINT MEMBER TYPE EQUATION NUMBER PRESSURE STRESS BENDING STRESS TOTAL STRESS ALLOHABLE STRESS OVERSTRESS 581 581 600 600 610 610 620 620 621 621 630 630 640 640 650 CR CR EL EL CR CR CR CR CR CR CR EL EL CR CR CR CR 5734. 5734. 5734. 5734. 5734. 5734. 5734. 5734. 5734. 5734. 573C. 5734. 5734. 5734. 5734. 5734 573C. 5734. 243.. 243. 391. '1 23. 76. 82. 128. 128. 142. 142. 142 '29. 270. 168. 2ec. 2eC. 321. 5978. 5977. 6125. SBS7 ~ 5811.

5816, 5816.

5863. 5863. 5876. 5876. 5876. 5963. 6004. 5902. 5999. 5999. 6055. 12402. 12/02. 12402. 12402. 12402. 12402. 12402. 12402. 12402. 12402. 12402. 12402. 12402. 12402. 12402. 12402. 12402. 12402. tIAIH STEAM. DEAD HEIGHT Y6FPDKM 6/?8/80 HESTD>H ~'t NODE POINT ~ ~ 1 ~ lI 11 khli ~ 111 -NUCLEAR SAFETY (NHS) PIPIHG MEMBER EQUATION TYPE HUtlBER PRESSURE STRESS BENDING STRESS TOTAL STRESS ALLO)tABLE STRESS OVFRSTRE$ $ i'11l It >< I a i AC INlCw VCllC than 1giteHC C ~ S'3 41 iC qD g i qql. o v q ~ ALL $ 1RESSF S IN PSI 650 CR CR S73C ~ 5734. 321 ~ 270. 6055. 600S. 12402. 12402 ' 61Q e20 620 621 621 640 6CQ 650 I R (R CR CR EL EL CR / (g 1.7 ) l. 5734. 5734 ~ 5734. 5734. 5734. 573C. 5734. 5734. 5734 5734 '734. 5734. ]b. 82. 82. 128. Il 128. 142. 142. i l 142. 229. '-, 270. 168. 26C. 2ec. 321. >811. 5816. 581 a. 5863. 5863. 5876. S876. 5876. 5963. 6004. 5902. 5999. 5999. 6055. 1 Z4:i.'. 1/402. 1 g<lld. 124(ig. 12402. 12402. 12402. 12402. 12402. 12402. \\2402. 12C02. 12402. 12402. 12402-HAIN STEAN DEAD HEIGHT Y6FPOKM 6/28/80 Mf STD<h P FQUATIOH 11 STRESS ANALYSIS PER ANSI B31 ~ 1 CODE THROUGH THE SUHHER 1973 ADDENDA (HHS PIPIHG1 ALL STRESSES IN PSI HOH-HUCLEAR SAFET'Y (NHS) PIPING NODE NEHBER EQUATION POINT TYPE NUNBER PRESSURE BENDIHG TOTAL ALLOHABLE OVERSTRESS STRESS STRESS STRESS , STRESS 650 eeo 660 670 670 e8o 680 690 700 /00 7Ql 701 710 710 720 CR CR CR CR CR CR CR CR CR CR CR CR EL EL CR CR 5734. 5734. 5734. 5734. 5734. 5734. 5734. 5734. 5734. 5734. 5734. 5734. 5734. 5734. 573C.

5734, 321.

270. 270. 191 ~

191, 330.

330. 162. 162. 95. 95. 95. 153 264. 164. 164. 6055. 6005. 6005. 5925. 5925. 6064. eoe4. 5896. 5896. 5829. 5829. 5829. S887 ~ 5998. 5898. 5898. 12402. 12402. 12402. 12402. 12402. 12402. 12402. 12402. 12402. 12402. 12402. 12402. 12402. 12402. 12402. 12402. SDTAR-80-05-08 36 EHO OF 'NISTDYH TABULA(IOHS TaFR~A[ Sg.FETE VALVE i;LLTtf YbF PD39 7/1S/80 ~ES TO> Ev))ATIO> 13 5THE88 a'"ALYSIS PER 4<'51 '"51 1 "<lU~ l<<J<)Gr Th" SU)"~ER 1973 ADOLNnA (NNG PIPIT" ) ALL bTkh58g5 NAh lU)".Lk.>R SAFETY (N"<5) PIPIN~ Vl C7 IC) C) I IC) CD Ni)06 P Jl NT 133 F10 b2u 530 ob0 ~ho 570 570 vEHt)ER TIP~ CR c L r.R E(RUAT T'J" 4L".agR 13 13 l3 13 13 13 13 13 l3 13 PH~SSUHt, 8 I)~c.SS iL)OINb Slkp SS

353, 317

~ 3021.

5020, 5020

>019 ~ 5946 g '>fbi), c'.8 So ~ >857, Ilo9. I@20 ~ 79><, Qu I 9 57J2 ~

4050, T<) tAL ST+ASS

>35 PI 7 3"21. 3~20. 3~20 '~19. 5yg8 ~ 2":3o. 2".37. 7149 7"20. 31~2, 44+2 0'*bQ ~ c; J50 ALLL>>AHLE STRE,SS 18on5. Ibon3 ~ 18on3 ~

18o05, laon3 ~

loon5. l~oO3+

lBo03, I "o05 ~

1 vo03

16o05, 16on3.

16o05, 1 Uon,'5, lbon3 ~

li)b))5 ~ 1 l)of)5, OVtHGTRKS8 d THERMAL SAt'ET Y "4LYE HkL I~F Y6PP039 7/15/80 wKSTDYN EUUA T IU3 1 3 STRESS 4NAf.Y$ 1$ PER ANSI 831 s 1 f'00k T HHOVGH THk SUHHER 1973 AD06 NAA (NNS P?P INC) ALI. STRE,SSh;S IN PSI NON lUGLh,AR SAFETY (>NS) PIP IN~ C/l C7 I CO C) I CO I C7 C) NODE POINT 133 bfp 5ln 520 521 530 54'bp Sep 510 540 NEMSKR TTPk CR CR CR E.L CR RE CR CR C> F(~UATTUN NU~~BER 13 l3 13 13 13 13 13 13 l3 13 PRE.SSURE STRE,SS BE;HDjNti STRESS

333, 317'021.

3020, 3020.

3019, 59~8, 5588 ~

283@, 2837.

7fo9, 7420

~ 79bf. 8019.

3142, 4nb2, 4052.

bpho, TUtAg STRESS hf7.

3021 ~ 3v20 ~ 3u20.'419. 5948. 5&88. <<"..37. 7le9. 7020 '95f, Bu19.

4v52, 4052 503p.

ALL.OwA8lE STRESS

18b03, 18op3, 18aph

~

18603, 18op3.

18003..-i .-.18c 03; .-1860'8b03,

leep3, 18003,

18o03, 18603.

lebp3, lee03,

leap3, leep>.

18~03. OVFROTRKSS THERMAL SavKTY YALVK RKLI<F Y6FPO39 7/15/80 HKSTDVN EQUA T 10.'I 13 STRESS AHALYSIS PER AHSI 831>> 1 C'UOE THROUGH TH~ SUNHKR 1973 AOOKhf)4 (NNS PLP JHG) AL.l. STHKSSKS JS PSI NON~NUCLKAR SAFF.TY (~ S) PI"I~" Vl

• O I

CD CD I CD Vl IC) CD

HOOK, PQINT 580 581 581 590

$ 90 o00 b00 Oio 610 620 o20 o21 o21 630 640 oup ~KHSKR TYP< EL EL CR CR CR CR CR CR KL KL CR CR EQUATTQN HU"BKR 13 13 13 13 13 13 13 13 13 13 13 13 PRESSURE STHKSS SKATING STHKSS 5030.

5032, 10799

'0/bi, 4922 '865>>

48bi, 4361, 43bl.

404'5,

4045, 4044

'678>> o754 ~

3l47, 2627,

2627, dul6, TOIAL ST".ESS 5030.

5V32. 10 I99. 10>61. 4922 '865. 4<65, 4Sbl. 4>bl. 4045 'v45. 4v44 ~ eb78>> 6754 'o27. 2b27 ~ 2416. ALl.owigLK STRESS 18o03>> 18603>>

leo03, 18oo3, 18oo3>>

J

leo03,

,.:18bo3- ,18oo3, 18O03>> leoo3.

18603, leo03 ~

lebp3, 18603, 18oob.

18603, leb03,

18603, OVERSTRESS

ThKRNA HAFET> YALVE RKl.lEF YbFP039 7/lS/80 WKSTOYN 'lON 13 STRESS ANALYS1S PER ANSl Bb1 ~ 1 GOOK THROUGH THK SUMMER 197$ ADDEND)A (NNS P?PLNG) All, STRESSKS lN PS) NON~NUCLE,A> i4FETY (N~S) Pgl IN~ NODE vEHt$ KR EQUATION P~l'i'yPK NU~HER PRKSSVRK STRESS BENP/NG . TO! Al STRESS STRESS ALI.UWABLK STRESS OVERSTRESS C/l C7 I CO C) I CO IC) CO a5". bho b10 670 b80 CD o9G b9C 700 700 701 701 1 le 110 12'R CR CR CR CR CR EL EL CR CR 13 13 13 13 13 )3 13 13 P.4 lb ~ 8169. Pfb9e 2104 ~ P. 1 o4, 'boSS, ho55.

3962, b962 ~

5773, 577j ~

5774, 18413.

15107. 7087 'ojo, 2<16. $ 169 ~ P lb9 ~ 2104.'l04. 3055. 3055. 5773 '173. 5174. 1241j. 15107 '0/7 7030 '8603,

18003, 180031

18603, 18bo3.

18b03, r 18603'8603, 18603 '8603,

18bo3, 28on3.

18o03, 18a03.

1st 03,

ieb03,

100 PERCENT POWER Y6~ P039 Y/15/80 HESTDYN EUUAT10N 13 STRESS 4 "ALYSl$ PER ANSI "hl e 1 t ODV. THROUGH TH4 SUMMER 1973 ADOKNDA (NNS PlPLNG) ALl, STRESSES gN Ps) NONwNUCLEAR SAF'ETY (N>S) Pl"IN~ C/l C7 100 C)I CD CJl IC) 00 NODE PplNT 510 510 520 520 530 530 5"0 550 560 5b0 5Yo HEM8KR CR CR CR EL EL CR CR CR CR E(3UATTQN NU"8ER 13 13 13 13 13 13 13 l3 l3 13 13 PRESSURE STRESS 5ENQJNCj STRFSS 315'99 '847,

2846, 2846'.845, 5bpb i

5185, 2632

'633. 6653.

o915, 7410.

Y48?, S,4 91,

3816, 38lo,

4834, Tpl Ag STRESS hl5.

i?94Y ~ 2>46 '~44.'<45. Saved. 5185. 2b32. 2o33.

bp53, 6~15.

7<10. TQ82 ~ 3491. 3" 1 b ~ 3>lo. 4o34 ~ ALLUeABLE STRhss 18403 ~ 18603. 18@03.

18b03, 18003,

18003, 18bo3.

18603. 18003 '8003.

18003, lib03, 18603.

18ap3, 18bp3, 18b03.

18bo3, 18bp3, OVKRSTRKSS

l00 PERCENT vOwt,H Yb"P039 7/15/80 w STDYN EauaTInN 13 STRESS aNal.YSIs PER aNSI 831 1 CUDL THROuGH THE SUNDER 1973 4OOKNOa (NNS PIPING) al.L STRESSES IN Psl NON NUCL.EAR S4FE TY (NNS) PIPIN" Vl C7 1 CO CD IC) I CD 00 4'JOE P31 Vr 580 581 581 590 590 ooo ol 0 eio o20 o20 o21 o30 o30 o40 NE,MOER TYPL CR EL CR CR CR CR CR EAuATTQN NU~BER 13 l3 13 13 13 13 l3 13 l3 l3 PRESSURE STRESS UKNOING STRESS <834 '83bi 10377 '03bb, 4830'778 '778 '31og 4310~ $ 997 ~ 399b ~ 8575. 0488 'oa3,

2489, 2489, 2272

'U t Al. ST".KSS

4834, Qb3b.

10>77. 10$ ee, 4830. 4778 '778 ~ 4$ 10. 4h]p ~ 3997. 399e ~ 8~75 '<88. 2QQQ 2989. 2~72. Al.lUwa81,E STRESS

18bo3, 18bo3.

18b03, 18b03,

18bo3, 18bo3.

18bo3.

18bo3, 18b03 ~

18bo3, 18bn3.

18b03, 18bo3, 18oo3.

18b03e 18bo3 ~ 18bo3 ~

18b03, OYER8TRK88

100 PERCENT PURE" YbFRD59 7/15/80 WESTDYN EQUATlgN 13 sTRESS A~agyS1s PER ANSI 531 ~ 1 CODE THRQUGH TH4 SUMMER 197$ ADDENDA (NNS P1PLNG) aL.L, STRESSES IN PS I NON NUCLEAR SAl'ETY (NNS) P1PIt4" CR b70 b7o bso a80 a90 b9O 700 700 701 701 710 71O 720 CR CR CR EL CR HQDE NEM~ER PQINT TYP" aSG CR bbo CR abp EQUATTQN NU~BER 13 13 13 13 13 13 13 PRESSURE STRESS BENDING STRESS 2? 72 I 2olb. 2olb. 202ie 2021 ~ $ 027e 3027'9b2~ 39b2 ~ 580b.

Ssob, 5808, 22485.

lo42, TO45,

TQTAl, ST"ESS 2272 a 201b.

201b 2".21 ~ 2021. 3027. 3".b2, 39b2.'<ob. gUGb.'epe. 1248S. 151'5'VQ2 ~ 7<'45. AL<Q<ABI E STRESS lsa03 ~

leaO3, leap3, 18ao3a 18003 ~

lsap3.

leb03, leaO3,

lsa03, leaps,

lea03, lea03, 18ao3.

18003 'eap3,

leap3, OVERSTRESS

(OE ENVELOPE OF 312 CONT SHELL 311 I.C. 315 SG Y6$ PDNP h/Zd/di'QUATION 12 STRESS ANALYSIS PER ANSI 831 ~ 1 CODE THROUGH THE SVNNEA 1973 ADDENDA (NNI ALL STRESSES IH l'51 ~CLEAR SAF ETY (NNS) PIPING POINT leEHSER TYPE. ECIUATIOH HITSER PRESSVltE STRESS SENDING STRESS TOTAL STRESS ALLOHASLE STRESS OVEI'II >I'33 510 510 520 520 521 521 540 550 550 570 570 580 CR CR CR CR CR EL EL CR RE RE CR CR CR CR CR CR 12 12 12 12 12 12 12 12 12 12 12 12 637 '37'828.

4828, 4828.

4828 4828. Ceze. 4828 4828. 5734. 573C. 5734 5734. 5734. 5734. 5734 '734. 186. 178. 1695.

1694, 1694.

1694. 2503. 1457. 986. 983. 1863. 1452. 1556 1461 ~ 909. 499. 499. 79C ~ 823. Sl s. 6523. 65ZZ. 6522. 6szz. 7331. 6285. 5S14. 5811. 7597. 7186. 7290. 7196. 6644 623C. 6234. 6sze. 14882. 1488Z. 14S82. 14882. 14882. 14882. 14882. 148S2. 14SBZ. 14882. 14882. 14882. 1C882. 14882. lcsez. lceeZ. 14882. 14882. OSE EHVELOPE OF 312 CONT SHELL 311 I+C ~ 313 SG YdfPDlIP 6/Ze ~ B.q E )UATIOH 12 STRESS ANALYSIS PElt AHSI 031. 1 CODE THROUGH THE SUHHER 1973 ADDEHt 4 t HN: ~ AILL STRESSES IH PSI HOH"NUCLEAR SAFETY (HNS) PIPIHG NODE POINT HENS ER TYPE EQUATION HUHSER PRESSURE STRESS SEHDIHG TO'AL ALLOIIABL( (Yl - - II STRESS STRESS STRESS 580 581 581 CR CR 12 12 573C. 5734. 5734'94. 794 1 279. 6528. 6529. 7013. 14882. 14882. 14882. E ~ '$ 40 $ $0 $ $0 570 Rl CR CR CR CR ~ IS

40id,

$ 754. 5754. $ 734e $ 7$ 4o 57$ 4o 5734. $ 734. 4hfi 104 $. 14$ t. 1$ $4. 1441 s 909. 499. 499. 7P4.

11VI, F 186, 71P4.

4444. 4234. 6234. 6520. \\gQA(. '. +$6(. I c 11d('. IcdbZ. 14882. 14482 'cbbl. 14082. CD OBK KHVKLOFK OF 312 CONT SHELL 311 I.C. 313 SG I EQUATION 12 STRKSS ANALYSIS PKR ANSI 831.1 CODE THROUGH ALL STRKSSES IN PSI NON~CLEAR SAFETY (HHS) PIPING Y6FFDHr 6(28(80 THE SUHHER 1973 ADDEN('A (NHS NODE POINT NKHBER TTPE EQUATION HUHBER PRESSURE STRESS BKNDIHG STRESS TO~AL STRESS ALLO@ABLE STRESS OVEPSTRI 581 581 610 610 620 620 621 621 630 630 e40 640 650 CR CR EL EL CR CR CR CR CR CR CR CR EL KL CR CR CR 12 12 12 12 12 12 12 12 12 12 12 12 5734. 5734. 5734 '734. 5734. 5734. 5734. 5734. 5734. 5734. 5734. 5734. 5734. 5734 '734. 5734 '734 '734. 794. 794. 1279. 1431. 889. 416. 41e. 379. 379. 384. 384. 384. 617. 841. 522. 977. 977. 1175. eszs. 6529. 7013. 7165. 6623. 61 51 6151. 6113. 6113. el,l S. 6118. 611S. 6352. 6575. 6257. 6711. 6711. 6910. 14882. 14882. 14SS2. 14882. 14882. 14882. 14882. 14882. 14882. 14882. 14882. 14882. 14882. 1488Z. 14882. 14S82. 14882. 14882. OBK KHVKLOPK OF 312 CONT SHKLL 311 I'D 313 SG Y6FPDHP 6/Zd>80 ALLOWABLE OVERSTRI STRESS TOTAL STRESS BKHDING STRESS EQUATION NUHBKR HEHBKR TYPE NOOK POINT PRE55URE 5TRES5 EOUATIOH 12 STRESS ANALYSIS PKR ANSI B31 F 1 CODE THROUGH THE SUHHER 1973 ADDENDA (NNS PIP ALL STRKSSES IH PSI NOH-NUCLEAR SAFKTY (NHS) PIPIHG 650 CR 5734. C '7 'i / 1175 ~ I. l.O 6910. 71A'%4882. 1(.RRP 420 421 440 CR CR CR LL CR CR 12 12 12 l2 arse. 5754. 5734: S734. 5734. 5734. 5734. 5734.

5734, 5734

'ae. 384. SBC. 417. be>. 522. 977.

977, 1175.

el 1 ), 41 14, 41'14.

4114, 4352.

45rS, 42sr.

47\\1, 4711. 4910m 1ehh2. 1ehhi. 1ehh2.

14482, 14442.

14442 '4842. 14442. 14882. OIE ENVELOPE Of 312 COIIT SHELL 311 I+CD 313 SG refPDHP er28iSG EQUATION 12 STRESS ANALYSIS PER ANSI 931.1 CODE THROUGH THE SUHHER 1973 ADDENDA <HHS ALL STRESSES IN PSI ~CLEAR SAf'ETY (HHS) PIPIHG NODE HEHBER EQUATION PRESSURE BENDIHG TOTAL ALLOWABLE OVERSTRE. POItlr TYP\\ MUtIBER STRESS STRESS STRESS STRESS 650 670 680 701 701 710 710 720 CR CR CR CR CR CR CR CR CR CR CR EL CR 12 12 12 12 5734 5734. 5734. 5734. 573C.

5734, 573C.

5734. 5734. 5734 '734., 5734 '734. 5734>> 5734. 5734 ~ 1175,,

1449, 14 49.

1924. 1924 ~ 142 1422. 997. 997. 547. 547. 548. 883. 2254. 1398. 1400.

6910, 7183.

7183. 7658. 7658. 7157 ~ 7157 ~ 6732. 6732. 6281. 6281. 6282. 661 7. 7988 '132 '134. 14882. 14882. 14882. 14882. 14882. 14882. 14882. 14882. 14882. 14882. 14882. 14882. 14882. 14882. 14882. 14882 'HD Of NESTDYH TASULATIOHS SDTAR-80-05-08 46 SSE SEISNIC ANALYSIS YDFPDHP DI28/00 EQUATION 12 STRESS ANALYSIS PER ANSI 931 ~ 1 CODE THROUGH THK SUHNKR 1973 ADDENDA (NHS PlPf~ ALL STRESSKS IN PSI CLEAR SAFETY OSlS) PIPING NEHOER EQUATION PRKSSURK OKHDING TOTAL ALLOHA()LE OVKRSTRES'. POINT TYPE NUH()KR STRKSS STRKSS STRESS STRESS 510 510 521 521 550 550 570 570 CR CR CR CR CR KL ca CR CR CR CR CR CR 12 12 12 12 12 12 12 12 12 12 12 12 12 637. 637. 4828 '828. 4828. 4828. 4828. 4628. 4828. Ce26. 5734 '734+ 5734 '734 '734+ 5734m 5734. 5734. 315. 303. 2879. 2879. 2879. 2878. 4253. 2483.

1680, 1675.

31 74. 2481.

265S, 2499.

1555. 859. 859. 1320. 952. 940. 7707. 7707 '707.

7706, 9081

'311. 6508. 6503. 8908. 8215.

S393, 8233 ~

7289. 6594 '594. 705C. 14882. 1 C882. 14882. 148S2. 14882. 14682. 14662. 148S2. 14882. 14882. 148S2. 14S62. 14882. 1C882 ~ 14862. 14682 '4882. 14882. 55K 5EISHIC AHALY515 YDFPDHP 6/28ZSP EOUAYIOH 12 5TRE55 ANALYSIS PER ANSI 031 F 1 CODE THROUGH 'tHE SUHHER 1973 ADDEHDA (HHS PlPIHG ALL STRKSSES IN PSI NON NUCLEAR SAFKTY (NH5) PIPING NODE HKNSKR ~ EEL'ATION POIHT TYPE NU)%ER ~ j -'..5@i.-.'.,; 'CA'734 ~ 1320m 7054m', PRESSURE SENDING TOTAL STRESS'TRESS STRESS ALLOHASLK OVKRSTRKSS STRKSS 14882. 540 $ 70 (4 (R CA CR CBub. $ 734. SF$ 4. $ 754, $ 7$ 4. $ 7$ 4. $ 7)4, $ 734. 5734. Ihrl. $ 174. 7411. 26%I ~ 4490. 1$ $ $ ~ 1$ 20. b%CIh 4%D1 ~ bt)). 770+. 4SVC. 4594. 7054. > wihhw ~hh>'!!The 1488>>. 1 sbbl. SSE SELSNLC ANALYSIS YCFPDwf h EOVATION 12 STRESS ANALYSIS PER lgt$ 1 ()31 ~ 1 CODE THROUGH THE SUNNIER '1973 AD(>(I!!>> ~ N> ALL STRESSES IN PSI NO~CLEAR SAFETY (NNS) PIPING NODE POINT l%%$CIEA TYPE ECIL'ATION NUMER PAESSURE ()ENDItY TOTAL. ALLOeAOLE STRESS STRESS STRESS STRESS 581 610 610 420 620 621 421 630 450 CR CR EL CR CR CR CA EL EL CR CR CR CA 12 12 12 12 12 12 12 12 12 12 5734. 5734. S734. 573c. 5734. 5734. 5734. 573C 5734. 5734. 5'734 ~ 5734. 5734 573C ~ 5734. 5734. S734. 5734. 1 320. 1321. 2126. Z383. 1481. 720. 720. 666. eee. ecc. ecc. 64C. 1037. 1526. 948. 1 702. 1702. 2001. 7054 '055. 7860. 8118. 7215. 6C54. 6454 6401 6401. 6379. 6379. 6379. 6771. 7260. 6682. 7437. 7437 '735. 14882. 14882. 14882 14882. 1 4882. 14882. 14882. 14882. 14882. 1C882. 14882. 14882. 1C882. 1C882. 14882. 14882. 14882.

14882, 55E SEISNIC ANALYSIS

>efPDHP g>$ 8 ~ r ERUATION 12 STRE55 ANALT5I5 F'ER ANSI 831 ~ 1 CODE THROUGH THE SUHHER 1973 ADDENDA <8>> ALL STRESSES IN PSI NON NUCLEAR SAFETY (NNS) PIPING NODE NENBER EAUATION POINT TYPE NUNSER PA'E$ 5URE WENDING TOTAL ALLOIIABLE STRESS STRESS STRESS STRESS 650 CR CR 1Z S734. 5734. 2001. 2423.

7735, 8157.

14882. I4882. hall 480 ncaa 6$0 4L Ca CR 12 % f14. $ 754. SF)4. $ 754. $ 754. $ 754, )734. $ 734, $ 734.

hC4, 4CE, IU$F.

1$ 24. 940. 1702. 1)02. 200'l ~ 41'v. 4ltv 4 l Ir. 4FFI. F868. 4442 ~ FCJF. 7451. 7155. 'rlli I CBBr ICBBl. I4882. 'IcB42. 5 5E SE t SFI t C ANALT 5 I 5 rOFPDtts'r ah r II% EOUATI(e 12 STRESS ANALTSIS PER ANSI 031.\\ CODE TIIROUBII TIIE SvmEA 197$ ADDENDA ALL STRESSES IN PSI II%~LEAR SAF ETY (RFIS) PIPING IcOOE POINT NEFCBER EQUAT IOM TYPE ~ ICLNBER PRESSURE STRESS rlEHDINB TOTAL ALLOWABLE STRESS STRESS STRESS 650 670 700 701 701 710 710 720 CR CR CR CR CR CR ~ CR CR CR CR CR EL, EL CR CR 12 12 12 12 12 12 12 12 5734. 5734. 5734. 5734. 5734. 5734. 5734. 5734. 5734. 5734. 5734'734. 5734. 5734. 5734. 5734. 2001. 2423. 2423. 3151. 3151. 2329. 2329. 1633. 1633. 898. 898. 900. 1451. 3683. 2284. 2287. 7735. 8157. 8157. Bee6. eee6. 8064. 8064 '367. 7367. 6632. 6632. 6634. 7185. 9418. 8019. 8021. 14882. 14882. 14882 '4882 '48e2. 14882. 14882. 14882. lce82. 1C882. 14882. 14882. 14882. 14882. 'I 4882 14882. END OF IIESTDYH TABULATIOHS C/l I CO I CD C7l I CD CO EXTERNAL X DISPLACEHf¹T OF S.G ~ ybfPDl X 6/M/SP wE '. t D 12 STRfSS ANAt.YSIS PER ANSI 831 1 CODE THROUGH THf SVFtNE R 1973 ADDEttDA (NNS Pl PIN(] EC]UATION 1 ALL STRESSES IN PSI NON~LEAR SAFETY (NHS) PIPING POINT NfttbfR TYPE EOUATION NUFtBER PRESSURE STRESS BEHDING STRESS TOTAt. STRESS ALLOMABLE STRESS OVERSTRESS 510 510 520 521 521 530 540 550 550 570 570 Sdp CR CR CR <<R CR EL CR RE RE CR CR CR 12 12 12 12 12 12 '1 2 12 12 12 12 637. 637

4828, 4828 482S.

4828. 4828. 4828. 4828. 4828. 5734. 5734. 5734. 5734. 5734. S734. 5734. 5734. 153. 150 1432. 1432. 1432. 1432 ~ 2116. 1559. 1055 '\\053. \\996. 1760 188e. 1830. 1139. 857. 857. 790. 788. 6260. 6260. 6260. 6260. 6944. 6387. 5883. 5881. 7730. 7494. re20. 7564. 6873. 6591. 6591. 6028. 14882. 148SZ. 14SBZ. 14882 14882. 14882. 'l4882. 14882. 14fdZ. 14882. 14882. 14882. 14882. 'l488Z ~ 14882. 'l4882. 14882. 14882. EXTERNAL X DISPLACENENT Of S ~ G ~ YbfPDlX 6/30/80 lct 1 ]DE 1 ODE THROUGH THE SUNNER 1973 ADDENDA (NNS P]P]g(,) Et]UATION 12 STRESS ANALYSIS PER AHSI 831,1 CODE T ALL STRESSES IN PSI NON-NUCLEAR SAFETY (HHS) PIPING NODE NEHBER POIHT TYPE EQUATION HUHBER PRESSURE STRESS BEHDIHG STRESS TOTAt. ALLOMASLE OVERSTRESS STRESS STRESS 560 4t sO/O. SF14. %714 ~ 57)aa $ 754. %734, 8734. I 1Itfa ~ \\ fbO, 1444. 1830. 11 59. OSF. 857. 293. fdcV'164. 44f S. b)91 ~ 4591. 6028. ~)A, 'iga-t littd g I+CR s Isaac. I488c. I484? ~ 1484? ~ 14882. EaftaeeaL X DLSPLACENSNT Of Sitter 6 I SO/4(I EOUAT LON \\ 2 5 TRESS ANAL1 5 I'5 PER ANSl 831 e 1 CODE THROUGH THE SU¹¹ta '1973 ADDENDA (Itbt P IP I +< ALL STRESSES lN PSI NON-Nu(LEAR SAFETY (NNS) PLPLIKi NODE POLH T ¹ER6ER TYPE EOUAT1ON NUHOER PRE5SURE STRESS b END lNG STRE55 lplaL STRESS ALLOMASLE STRESS pvtksfat 1: 581 S81 6'1 0 610 620 e?0 621 621 630 eCo 640 650 CR -EL CR CR EL EL CR CR CR 12 12 12 12 12 12 12 12 5734. S734. S73C. 5734. S734. 5734. 573C. 5734. 5734. 5734. 5734. 5734. 5734. 5734. 5734. 5734. 5734. 5734. 293. Crl. 721. 630. 630. 623. 623. 619. 619.

619, 996.

842. 523. 468. 468 '4S. 6028. 6027. 6ZOS. 6455. 6182. 6365. 6365. 6358. 6358. 6353. 6353. 6353. 6730. 6577. 6258. 6202. 6202. '179. 1488?. 14882. '14882. 14882. 14882. 14882. 14882. 14882.

14882, 14882.

14882. 14882. 14882. 14882. 14882. 14882. '14882 '4882. EXTERNAL X DISPLACE¹ENT OF S,G, YbFPDlx bi30>40 IIFS)Dii EqUATION 12 STRESS ANALYS1S PER ANSl 831. 1 CODE THROUGH ALL STRESSES 1N PSL HOH-HUCLEAR SAFETY (NNS) PIPLHG NODE ¹E¹BER EOUATIOH PRESSURE BENDING POLHI TYPE HU¹BER STRESS STRESS TOTAL 5 TRESS ALLOMABLE PVtk blkt 51 STRESS THE SU¹¹E,R 1973 ADDENDA (NNS PIF III',t 650 660 CR 12 5734. 5734. C'7'\\ I 445.414'l 79. 6148. At RR 14882. 14882. 1 4RR'0 ( h 1 0 CIU 0t 'I 040 050 ~ g CR (R CR CR CR EL CR CR 12 12 1r \\a, %734. 5734. 5754. f734. S754e 5754'7$ C. 5754. S734. S 754. S734. 5734 ~ 410 ~ 03n. 0t3. 019. 619o 419m 842m

525, 468.

C45 ~

4101, 0501.

0350. 0350. 0553. 03>5. 0553. 0750. 6577 ~ 62SB. 6202. 6202. O'I 79 ~ whh~ 'ahba Iahhd. I Chil/. I<ADh. IC88t. 'ICD82, ICeat. 14002. 14802. '14882.

14882, 14882.

14882. EXTERNAL X DISPI.ACESCENT OF SAN Y6FPDIX 6/30760 IIESTD<< FQUA'fION 12 5TRE$ 5 ANAL'YSI5 PER ANSI 831 ~ '1 CODE THROUGH THE SUl'>HER 1973 ADDENDA (NNS PIPING ALL STRESSES, IN PSI NON~CLEAR SAFETY (NNS) PIPING NODE POI NT eso ero 670 680 700 701 701 710 710 720 KENBER TYPE CR CR CR CR CR CR CR EL CR EQUATION NUNBER 12 12 12 12 12 12 12 12 12 PRESSURE STRESS 5734. 573C. 5734. 5734. 5734. 573C. 5734. 5734. 5734. 573c. 5734. 5734. 5734. 5754. 5734. 5734. SENDING STRESS 445. 414 ~ 414. 201. 201. 95. 95. 11 ~ 171. 171. 'I 71 ~ 275. 404. 251. 251. TOTAL STRESS 6179. 61I B. 6148. 5935. 5935. 5829. 5829. 5746. 5746. 5905. 5905. 5905. 6010. 6138. 5965. 5985. ALLO(IABLE STRESS 14882. 14882. 14882. 14882. 14882 '1488Z. 14682. 14882. 14882. 14882. '4882. 14882. 14882. 14882. 14882. 14882. OVERSTRE55 SOTAR-80-05-08 END OF MESTDYN TABULATIONS 52 EXTERNAL Y<VERT) DlSPLACENENT Of SAG ~ YbfPRIX C1')O>84'ouhtlON 12 STRESS ANALYSIS PER ANSI 831. 1 CODE TNROuGN TNE SUNNER 1973 ADDENDA <NNS ALL STRESSES IN Psl NON~CLEAR SAFETY <NNS) PIPlNG NODE. POINT NENBER TYPE EQUATION NUNBER PRESSURE BENDING TOTAL ALLOMAB E OvEF '. t>>>> STRESS STRESS STRESS STRESS 133 510 510 520 521 521 540 540 550 550 560 570 570 580 CR CR CR CR CR CR EL EL CR CR RE CR CR CR CR CR 12 12 12 12 12 12 637. 637. 482S. 4828. 4828. 482S. 482S 4e28. 4828. 4828. 5734. 5734. 5734. 5734. 5734. 5734. 5734. 5734. 24. 25. 234. 234. 234. 346. 292. 197. 197. 374. 348. 373. 368. 229. 209. 209. 661. 662. 5062. 5062. 5062-5062. 51 74. 51 20. 5025. 5025. 6108 '083. 6108 ~ 6102. 5963. 5943 5943. 5956. 14882. 14 882. 14ee2. 14882. 14SB2. 14882. 14882. 14 882. 14 882. 14 882. 14 882. 14882. 14882 14882. 14882. 14882. 141882 '4SS2. SDTAR-80-05-08 CA C7 I CO CO I IC) 00 EXTERNAL Y(VERT) DISPLACENEiiT OF S.G. EOUATION 12 STRESS ANALYSIS PKR AHSI 831 \\ CODE THROU'< THE SUNNER ALL STRESSKS IN PSI NOH NUCLEAR SAFETY (HHS) Pli ING vDF PD( i NODE NENB'ER EQUATION POINT TYPE NUNBER PRESSURE STRESS BEND IHG TOTAL STRESS STRESS ALLO@ABLE STRESS j 581 581 610 610 620 620 621 621 630 630 6co 650 CR EL EL CR CR CR CR CR EL EL CR CR CR 12 12 12 12 12 12 12 12 12 5734. 5734 '734. 5734. 5734. 5734 '734. 5734.

5734, 5734.

5734 '73C 5734. 573C. 5734. 5734. 5734. 5734. 222. 222. 357. 3c3. Z13. 211. 188. 188. 189. 189. 189. 304. 260. 162.

137, 137.

5956. 5956. 6092. 6078. 5948. 5945. 5945. 5922. 5922. 5923. 5923. 5923. 6038. 5995. 5896. 5872. 5872. 5872. 1i 882. 14882 ~ 1 4882. 14882 ' 4 882. '1 4882. F4882. 14882 '4882. 14882. 14882. 14882. 14d82. 14882. 14882. 14882. )4882. 1 ~ 882. EXTERNAL Y(VERT) DISPLACENKNT OF SiGo ~6F F'Dl x E4UATIOH 12 STRESS ANALYSIS PER AHSI 831o) CODE THROUGH THE SUKNIR 19/3 ADDENDA ALL STRESSES IH PSI NOH NUCLEAR SAFETY (NHS) PIPING HODE POINT NKNBKR TYPE EOUATIOH HUHBER PRESSURK BENDING TOTAL ALLOWABLE STRKSS STRESS STRESS STRBSS 4 '} (a Ch

2) t.

$ 7%4. 2'.

1944, q fag/

ahhc. 410 410 620 630 640 450 Ch Cn CR CR CR 12 12 12 12 12 12 $ 754. $ 734. $ 754. %734m $ 734. $ 734. 5734. S734. 5734. S734. 573'

tt8, 1 ett ~

189. 'l 89. 1()9, SOC. 260'62.

137, 137

'37 ~ $ 927. $ 925. $ 923. >923. 6038. 5995. 589/.. 5672. 5872. 5872. 'I shh/. iiaa/. t netty. t4882. 1488$. 14882. 14882. 14882. 14882. t4862. 882. EXTEttttAL Y(VERT) DISPLACEtlENT OF 5 G. TbFPDII 6/3 Et)UATION 12 STRESS AttALYSIS PFR ANSI B31 F 1 CODE THROUGH THE SUHttER 1973 ADDENDA (H AL.L STRESSES Ilt t'SI ttON-NUCLEAR SAFETY (NNS) PIPIttG NODE NEttBER EQUATION PRESSURE BENDING TOTAL ALLOQABLE O POINT TYPE NUNBER STRE SS STRESS STRESS STRF 5 5 eso ero 670 eeo )00 701 701 710 710 720 CR CR CR CR CR CR CR CR CR CR EL Ctl 12 12 12 12 12 l2 12 12 12 5734. 5734. 5734. 5734. 5734. 5734. 5734. 5734. 5734. 5734. 5734. 5734 '734. 5734. 5734. 5734. 137. 137. 137. 135. 135. 134. 134. 13C. l34. 133. 133. 133. 214. 217. 135. 135. 5872. 5871. 5871 ~ 5869. 5869. 5868. 5868. 5868. 58be. 5867. 5867. 5867. 59to 5952. 5869. 5869. 14e82. 14882. '14882. 14882. lcee2. 14882. 14882. li882. 14 882. 'l 4882. li882.

14882, lc882.

14882. 14882. 1C882. SDTAR-80-05-08 ~ 55 . q..."..ettO OF.:HLSZOYtt ZABuLnilmy', C>~4t 9'll'hc 4/y g;N~,'~~, >~: ~ g .'.C ERTERL%L I DKSPLACEHENT Of S ~ 5 ~ vbFPOIi 4'30'50 ER 1973 ADDENDA (N>1 f EQUATION 12 STRES S ANALYSIS PER ANSI 031,1 CODE THROUGH THE SUNN ALL STRESSES IN PSI ~CLEAR SAFETY (NNS) PIPING BENDING TOTAL ALLO~ABLE NEN5ER EQUATION

PRESSURE, STRESS STRESS POI NT NAKER STRfSS STRf.SS 133 510 510 520 521 540 540 550 570 570 CR CR CR CR CR EL.

CR RE CR CR CR CR 12 12 12 12 12 12 12 12 12 12 637. 637. CBZ'8. 4825 4828. 4828. 482d. 4828. 4828. 4825. 5734. 5734. 5734. 5734. 5734. 5734 '734. 5734. 105. 84. 799. 797 797. 796. 1177. 4 46. 302. 300. 569. C64 ~ 497 ~ C9C. 305. 470. 470.

1198, 742.

721. 5627. 5625. 5625. 5624. 6005. 5274. 5'1 30. 5128. 6303. 6198. 6231 ~ 6229. 604 Z. 620C. 6204. 6933. 14552 ~ 14552. '4862. 14652. 14d62 ~ 14882. 14882. 14682. 14882. 14882.

lCBBZ, 14582.

14882. 14582. l4882. 14682. 14882. 14882. EXTERNAL l DISPLACEHEHT OF SAN YbFPDIX 6730780 PER ANSI 831. 1 CODE THROUGH THE SUHHER 1973 ADDENDA (qHc, Pi EQUATION 12 STRESS ANALYSIS PER ANSI 1. NON-NUCLEAR SAFETY (NNS) PIPING NODE HENBER EQUATION POINT TYPE HUHOER PRESSURE STRESS QEHDING STRESS TOTAL STRESS AL(.ONAB(.F STRESS Ol CKS( 581 581 CR CR EL 12 5734. 12 5734. 12 i 573C ~ l 198m 1200. 1931 o 6933. 6934. 7665. 14882. 14552. 14ddZ. %30 %40 $ $0 $ 70 RE CR Ca CR \\2 hb(I ~ 4080. 4eeG. $ 7$ 4. 5734'7$ 4, $ 734. 57 34. 5734o 5734 ~ hhh Lpg IUI)~ 149. 444. 497. 494. 470'70. 1198. 4190. 62$ I. 4429. 6042. 6204 ~ 6204>> 4933. h hh.'A 5 ~ <<AAC,

14042,

> 444l. 14882. 'l 4082. i 4882. >>.882. I CO CD I CD I CD CD EXTERNAL I DISPLACENKNT Of 'S ~ 6 ~ YdfPbl I dr 50~ BP EOVATION 12 STRESS AHAl.YSIS PElt ANSI B31 ~ 1 CODK THltOUGH THE SVNHER 1973 ADDENDA (¹>I ALL STRESSES IN PSI NON-NUCLEAR SAfETY (NHS) PIPING ICOD E POINT IIENBK R TYPE E(tUATION NUHBER PRKSSURK STRKSS BENDING STRESS TOTAL STRKSS ALLO¹ABL( STA 5$ 610 610 620 620 621 621 640 640 6SO CR CR EL EL CR CR CR CR CR CR CR EL EL CR CR CR CR 12 12 12 12 12 12 '1 2 12 12 12 12 12 5734. Sr34. 5734. 5734. 5734. 5734. 5734. 5734. 5734. 5734. 5734. 5734. S734. 5734 ' 5734. 5734. S734. 5734. 1198. 1200. 1931. 1465. 910. 1205. 1205. Sod. 508. 305. 305. 308. 495. 1769. 1099. 1002. 1002. 960. 6933.

6934, 7665.

7200. 6645. 6939. 6939. 6242.. 6242. 6040. 6040. 6042. 6229. 7503. 6834. dr3r. 6737. 6695. 14882. 14882. 14882. 14882. 14882 14882. 14882. 14882. 14882 14882 '4882. 14882. 14882. 14882. 14882. 14882. 14882. 14882. EXTERNAL I bISPLACENEHT Of SoGo Ydfl'DIX dr3pzdp K4UATION 12 $ TRESS ANALYSIS PER AHSI 931. 1 CODK THROUGH THE SUHHER 1'973 ADDEHDA (HHS PIf ALL STltESSES IN PSI NON HVCLEAR SAl'KTY (HHS) PIPIHG HODK POINT IIENBER TYPE EOUATI ON NUHBER f'RESSURE O'ENDING TOTAL ALLOIIABLE OVER STl STRESS STRESS STRESS STRESS DAn AA0%. 14882. 410 CR (4 MO (R '))1). St)4. $ 734. )08. av(v azi:, OC4J. ) 'hhr 440 CR 6)lo CR I@1 CR I@1 BL 630 ta 640 Ca 6)40 CR 650 'R (a $ 7%4, S734.

Srt4, 0734)

$ 754) 5734. 5734+ $ 734. 49%. '1 749) 1099) 100t. 1NQ. 960. 0)1 29. 7%03. 6054. 0737. 6737. 4695. $01. S0$. 308. '042, 'iaaf. >idaa. 14DOJ. 14082. 14002 '14842. 14042. 14847. EXTERNAL I DISPLACENENT Of S ~ 8 ~ Yef PDI x t: bC180 EQUATION 12 STRESS ANALYSIS PER ANSI 031 1 CODE TNROU6N TNE SUNNER 1973 ADDENDA ALL STRESSES IN PSI NON-faXLEAR SAfETY (NNS) f IPINK NOOK POINT NOSIER TYPE EQUATION NUf(8ER PRESSUR'E STRESS SEND INC STRESS TOTAL STRESS ALLOQASLE OV(f)SIR( STRESS 670 701 701 710 710 720 CR CR CR CR CR CR CR CR CR CR 12 12 12 12 12 12 12 12 12 12 12 5734. 5734 5734. 5734 5734. 5734. 5734. 5734 '734. 5734 5734. 5734. 5734 'r34. 5734. 5734. 9eo. SZe. 526. 336. 336. 172. 172. 136. 136. 136 220. 521. 3Z3. 326 ~ 6695 ~ 6640. 6640. 6260. 6260. 6070. coro. 5906. s9oe. 5870. SdrO. 5871. 5954 ~ 6255.'057. 6060. 14882. 14882. 14882. 14882. 14882. 14882. 14882. 14882 14ddZ. 14882. 14882. 14882. 14882. 14882 '4882. 14882. END Of QESTDYN TAOULATIONS SDTAR-80-05-08 58 ~ t )L ~ ~ ) , k,")', Vl CD I CXI CD, I CD I CD CXl EXTERNAL X ROTATION Of SoG ~ YdfP(IX 6. KOUATIOH 12 STRESS AHALYSIS PER ANSI 831 ~ 1 CODE THROUGH THE SUHHER 1973 ADDENDA ALL STRKSSES IN PSI NON-NUCLEAR SAFKTY (NHS) PIPING NODE POIHT NENBKR TYPE E4UATION NVHBKR PRESSURE BEHDIHG TOTAL ALLO@ABLE STRESS STRKSS STRESS STRESS HTI¹ 49 45 45 93 93 i¹T 133 510 510 520 520 521 521 530 530 540 540 550 550 570 570 CR CR CR CR CR CR EL EL CR RE CR CR CR CR CR 12 12 12 12 12 12 12 12 12 12 12 637 637. 4828. 4828. 4eza. 4eze. 4828. 4828. 4828. 4828. 5734. 5734. 5734. S734

5734, 5734.

5734 5734. 30. 266. 266. 266. 266. 393. Z67 ~ 180. 180. 342. 323. 346. 342. 213. 195. 195 '81 ~ 667. dds. 5094. 5094. 5094. 5094. 522l 5095. 5008. 5008. 6076. 6057. 6080. 6076. 5947. 5929. 5929. 5916. 14882. 14882. 1488?. 14aaz. 14882. 14882. 14882. 14582. 14882. 14882. 14882. 14882 '4882. 1CBBZ. 148eZ. 14882. 1488?. 1488?. IH EXTERNAL X ROTATION OF SoG YdFPDIX KOUATION 12 STRESS At(ALYSIS PER ANSI 631 1 CODE THROUGH THE SUNNER 1'973 ADDEtIDA ( ALL STRKSSES IN PSI HON-NUCLKAR SAFETY (NNS) PIPIttG 93 HOOK POINT NENBER

TYPE, EQUATION NU)GER PRESSURE STRKSS OKNDING STRESS TOTAL STRESS ALLO@ABLE STRESS 93

$80 CR 5734 ~ ws e 181 ~ 591 d, EO4 L

14882, I L OIIQ

530 540 5co 550 550 570 570 12 Ctt lt CR ',12 lt 12 >>4628. 4828>> 4828. 5734. 5734>> CR CR 12 12 5734. 5734 ~ CR 12 12 5734 ~ 573C. 5734. 12 ~ 1 S734. 1 bp. 180. 342. 323. 346. 342 '13. 195 ~ 195. 181. 5006. 5006. 6076. 6057. epbo. 6076. 5947.

5929, 5929.

5916 'er. 5095. 1/ 362>> 14((62. 14662. 14662>> 14682 ~ 14882>> 14682. lc882. 14882>> 14882. 14882. KXTKRNAL X ROTATION OF SAG ~ YeFpoIx 6/3{ EQUATIO¹ 12 STRKSS ANALYSIS PER ANSI 831 1 CODE THROUGH 'THE SUHt{ER 1973 ADDENDA (Ht ALL STRESSKS IH PSI HOH ttUCLEAR SAFETY (HHS) PIPING NODE POINT 581 581 S90 610 610 67.0 621 621 630 6CO 650 HEHBKR TYPE CR EL EI. CR CR CR CR CR EL CR KOUATIOH NUHBER '12 12 12 12 12 12'2 12 12 12 12 12 PRESSURE STRESS $734 ~ 5734 ~ 5734 ~ 5734. 5734 573C. S734. 573C ~ 573c. 5734 573C>> $ 73C ~ 573C ~ $ 734 $73C ~ 573C $ 734. 5734 BENDING STRESS 181. 181. 292. 195. 121>> 127 '27 66 ~ Z9. 29 46 165 103 ~ 119 119 115 TOTAL STRESS 5916. 5916. 6026. 5930. 5856. 5861. 5861. 5801. 5801. 5763. 5763. Sre3. 5761 5899. 583r. 5853. 5853. 5649. ALLOMABLE STRESS 14862 '4882. 148d2. 14882. 14882. 14882. 14882. 148d2. 14882 ~ 14682. 14862. 14862. 14662. 14662. 14882. 14862 14862. 1C862. 01 EXTKR¹AL X ROTATION OF S G YeFpolx 6/30. E{tUATION 12 SYRKSS ANALYSIS PKR ANSI 031>>1 CODE THROUGH THE'Ut{NKR 1973 ADOEHDA (HN ~ ALL STRESSES IN PSI NON~CLEAR SAF KTY (¹NS) PIPING HOOE F'OINT I>>{KNBER TYPE EQUATION CeQCQKR PRESSURK BENDING TOTA{. ALLOMABLE OV{ STRKSS STRESS STRESS STRESS CR 12 5734 11'849. 14882 ~ 610 e 10 420 620 621 621 630 e40 64o 650 CR CR CR CR CR EL CR CR CR 12 P 12 12 12 '12 12 12 12 12 12 5734. .5734. 5734. 5734'734. 5734. 5734. 5734. 5734. 5734.

5734, 66.

66. 29. 29. 29. 46+ 165. 103. 119. 119. 115. i'J'J I ~ 5801. 5801 ~ 5763. 5763. 5 763. 5781 ~ 5899. 5837. 5853. 5853. 5849. 14882. 14882. 14882. 14882. 14882. 14882. 14882. 14882. 14882. 14882 'l4882. EXTERHAL X ROTATIOH OF SAG Y6FPDZX ei30/ EQUATION 12 STRESS ANALYSIS PER ANSI 831,1 CODE THROUGH THE SUHHER 1973 ADDEHDA (NNS ALL STRESSES IH PSI NOH-NUCLEAR SAF ET'Y (NNS) PIPING HODE POINT HEHBER TYPE EQUATION HUHBER PRESSURE STRESS BENDING STRESS TOTAL STRESS ALLOWABLE STRESS OVE 650 ed0 670 6'70 680 701 701 710 710 720 CR CR CR CR CR CR CR CR CR EL EL CR CR 12 12 12 12 12 12 12 12 12 12 12 5734. 5734. 5734. 5734. 5734. 5734. 5734. 5734. 5734 5734.

5734, 5734 5734.

5734 '734 5734 115. 110. 110. 78. 78. es. es. 56. se. 52. 5Z 52. 84. 82. 51. 51 ~ 5849. 5844. 5844 '812. 5812. 5799.

5799, 5791.

5791. 5787. 5787. 5787 '819. 5817. 5785. S78S. 14882. 14882. 14882. 14882. 14882. 14882 '4882. 14882. 14882: 14882. 1488Z. 14882. 14882. 14882. 14882 '4882. ch ~ 0> >>C ~ ~ ta>> ~ l~>>tlute SDTAR-80-05-08 61 'L! U7 C7 Al I OO IC) Vl IC) OQ EXTERNAL Y ROTATION Of S ~ G ~ Y6fPDIl KRUATIOH '12 STRKSS ANALYSIS PKR ANSI 831 1 CODE THROUGH THE SU¹tlER 1973 ADDEND< ALL STRESSES IH PSI NOH NUCLEAR SAF KTY (HHS) PIPING HOOK POINT HEHSER TYPE ERUATIOH PRESSURE BENDING TOTAL ALLOMABLE HU¹BER STRESS STRFSS STRESS STRESS /IN .49 .45 45 45 45'5 ..93 I.93 I.93 [GHT 133 510 510 5ZO 520 521 521 530 530 540 540 550 550 570 570 CR CR CR CR CR CR EL CR RE RE CR CR CR CR CR CR 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 637. 637. 4828 4828. 4828. 4828. 4828. 4S28 4828 4828. 5734. 5734 5734. 5734. 5734. 5 734. 5734. S734. 40. 39. 373. 373. 373. 373. 551. 42S. 289. 548. 495. 530. 51S. 322. 258 '!8. 116. 677. 676. 5201. 5201. 5201 ~ 5201 5379. 5256. 5118 ~ 5117. 6282. 4ZZ9. 4245. 6252. 60S6. 5992.

5992, 5850.

14S82. 14882. 14882. 14882. 14882. 1488Z. 14882. 14882. 14882. 14882. 14S82. 14882. 14882. 14882. 14882. 14882. 14882. 14SSZ. /IH EXTERNAL r ROTATION Of S,G ~ Y6fPDI x EQUATION 12 STRKSS ANALYSIS PER AHSI 831 F 1 CODE THROUGH THE SUHHER 1973 ADDFHDA ALL STRKSSES IN PSI NOH HUCLKAR ShfKTY (HNS) PIPING I,93 I.93 NODK POINT HEHBKR TYPE KRUATION HUHBKR PRKSSURE BKNDI¹G TOTAL ALLO@ABLE STRESa STRESS STRESS STRESS 'o. 93 4 0% CR CR ~ 5734. 5734'16 1140 Seso. 14882. 5850. ~ 14882. ( 520 521 521 SSO 550 570 CR CR EL CR CR CR 12 12 12 12 12 12 12 4020m 4020m 4020+ S734o 5734e

5734, S734.

5734. 5734 '734

5734, 4020o 4020.

12 4020'7 5. 573. 551 ~ 428. Z90. 209. 540. 495. 530. 510. 322. 258. 2'- 8. 116. 5291 5ZO>. 5319 '256. 5}18. 5117. 6282. 4229. 6265. 4252 ~ 6056. 5992. 5992 '850. 'i ce>.'. iiAh!. 1chh2. schhz. lqhhz. >eeet. 1488?. 1CBBZ. 1C882. 14882. 1C882. 14882. 14882. 14882. EXT'ERNAL Y ROTATION OF S ~ G ~ Y6FPPZX 67. PRESSURE BEtlDIHG TOTAL ALLOMABLE STRESS STRESS STRESS STRESS TRFSS AHALYSIS PER AkSI B31. 1 COPE THROUGH THE SUHHER 1973 ADDENDA (t EQUATION 12 S R ALL STRESSES IH PSI, NONNUCLEAR SAFETY (NNS) PIPING HOPE HEHBER EQUATIOk POINT TYPE thUHBER ~3 i3 )3 )3 )3 HTIk 93 93 581 581 590 610 610 620 620 621 630 630 440 640 650 CR CR CR CR CR 12 12 12 12 CR CR 12 EL CR CR 12 CR 12 CR 12 12 5734. 5734 '73C. 5734.

5734, 5734.

57340 5734 '734 5734 '73C. 573C 5734. 5734. 5734 '734. 5734. 5734. 116. 116 '1 87. 72. CC. 74. 74. 62. 62. 49, 49. 78 '9, 24 '8. 18. 14. 5850. 5850. 5921. 5806. 5779.- 5808. se08. 5796. 5796. 5783. 5783. 5783. 5813. 5773. 5758. 5752. 5752. 5751 ~ 14882. 14882. 1C882 14882. 14882 14882. 14882. 14882. 14882. 14882. 14882. 14882. lc882. 14882. lee&2, 14882 '4882. lceez. SDTAR-80-05-08 93 93 . ~ 93 EXTERNAL T ROTATION OF S,G ~ EQUATIOtl 12 STRESS ANALYSIS ~CLEAR SAFKTY (NNS) PIPING ttObK NEN8ER NUATION POINT TYPE NUtt8ER T6FPbIX PKR ANSI 831 1 COOK THROUGH THK SUNDER 1973 AbbEotbt ALL +TRESSES Itk PSI PRESSURE BENbING TOTAL ALLOQAOLK STRESS STRESS STRESS STRESS 650 6?0 670 680 701 701 710 , 710 720 CR CR CR CR CR CR CR CR CR CR 12 12 12 12 12 12 12 12 '12 5734. 5734. 5'734. 5734 5?34. 5?34. 5734. 5734. 5734. 5734. 5734. 5734. 5734 5734. 5734. $ 734 ~ 16. 15. 15. 6. 6. 10. 10 15, 15. 25. 25. 25 40. 63. 39. 5751. 5749. 5749. 5741. 5741. 5744. 5744. 5749. 5749. 5759. 5759. 5759 '775. 579?. 5?73, 5773 ~ 14882. 14882. 14882. 14882. 14882. 14882. 14882. 14882. 14882. 14882. 14882. 14882. 14882. 14882. 14882. 14882. ODD OT IIADTOTD TAOIIDATIOIID g// +0 ' -:4P' '%Sf 'AM".62@',$. 1-""L"t~'!/gal j, EXTERNAL I ROTATION-Of SaG ~ Yetpblx 6/30ttt0 EQUATION 12 S'TRESS ANALYSIS PKR ANSI bslal CODE THROUGH THE SUttHER 1973 ADDEabh (HHJ pi ALL STRESSES Itt PSI NON~LEAR SAfKTY (NNS) PIf'ING ROOK NEttBKR EQUATION POINT TYPE NUttttKR PRESSURE STRKSS BENDIttG STRESS TOTAL ALLOHAOLK OVERST" STRESS STRKSS 133 510 510 520 52'l 521 530 540 550 550 570 570 SBO CR CR CR CR EL EL CR RE RE CR CR CR CR 12 12 12 12 12 12 12 12 12 12 12 12 12 637. 637. C828. C828. 4628 4828. 4828. 4828 4826. 4828 '734 5734 5734 '734. 5'73C 5734. 5734 ~ 5734 e. e. 7 ~ 5-5. 9 9 9. 6. 5 5 ~ 5 ~ 638. 638. 4834. 4834. 4834. 4834. 4837. 4835. 4833. 4833. 5743. 5743. 5744 5743. 5740. 5740. 5740. 5740. 14882 '4882. 148BZ. 14882. 14862. 14882 '4882 14BBZ. 14882. 14882. 14882. 14882. 14882. 14882 14882 14882. 14882 '4882. fXTKtltlALI ROTATIOH Of S ~ G ~ Yef PDI x el 30'O TIOtt 12 STRESS ANALYSIS PKR ANSI bsl. 1 CODK THROUGH THK SUHHER 1973 hDDEHDA (HHS PIP KOUATIOH 12 STRESS ANA Y ALl. STRESSES IH PSI HOtl-HUCLKAR SAFKTY (HNS) PIPING NODK HKttBER KOUATION POINT TYPK NUtlQKR t'RESSURK S'TRKSS BENDIHG STRESS TOTAL ALLOHABLE OVERS TRl STRKSS STRESS 580 SB1 581 CR Ctl KL 12 12 12 5734 '734. S734. 5. 5740. 5. 5740. 9. 5743. 14882. 14862. 1486Z. 150 550 540 550 550 0 ~ CR CR RK CR CR CR 12 44tB>> 4628. 4420>> %734>>

5754,

$ 734. 5734>> %734>> 5734. 5'734. 5734>> 6>> 5. 5 ~ S. 5740>> 5740. Srcp. S740. r, ibad/. 4415. 4833. 5>> 4833. 5743. 9. 5743. 5744. 9, 5743. '1~P$ 2, 1>>>>$ 82 '<882. >Cbb?. 14882. 148d2. 144B2. 14642. 14882. 1C682. 14652. EXTERNAL I ROTATION OF SAG ~ Y6FPDIX 6/30/80 I ECtUATION 12 5TRESS ANALYSIS PKR ANSI 631 ~ 1 CODE THROUGH THK sUHHKR 1973 ADDENDA (HHS pIPII ALL STRESSES IH PSI NOH~CLEAR SAFETY (HHS) PIPING NODK POINT HEHBER TYPK EQUATION HUHBER PRESSURE STRESS BKHDIHG STRESS TOTAL STRKSS ALLOWABLE STRESS OVE RSTRE! 581 581 610 610 620 620 621 621 630 eCO 650 CR CR EL CR CR CR CR CR CR CR CR CR 12 12 12 12 12 12 12 12 12 12 12 5734 '734. 5734 ~ 5734. Sr34. 5734. 5734. 5734. S734. 5734. 5734 ~ ~ , 5734. 5734. Sr3c. 5734 'r3c. 573'734. 5. 5. 9, 6>> 6. 6. 5. 5. 5. 5, 5. 8. 7 ~ 4. 4 ~ 5740. 5740. 5743. 5743. 5740. 5740. Srcp. 5740. 57CP. 5739. 5739. 5739 5742 '741. 5738. 5738. 5735. 5735. 14682. 14882. 14882. 14682. 14862. 14882. 14882. 14582 14882. 14862. 14882 ~ 14862. 14882 14882. 1cd82. 14882. 1C882 ~ 14552 'XTERNAL I ROTATION OF S G ~ YeFPD?X 6/3p/80 g BENDING STRESS EGUATION 12 STRESS AHALYSIS PKR ANSI 031 F 1 COOK THROUGH THE SUHHKR 1'973 ADDENDA (HHS PIPIH ALL STRKSSKS IN PSI HON-NUCLEAR SAFKTY (HHS) PIPING ¹ODK ~ F(KMKR 'OUATION '; ;. PRESSURE TOTAL ALLOWABLE OVERSTRES POINT >>" TYPE " 'UF(SKR STRESS STRKSS STRESS ( N)0 610 6'1 0 630 CR CR CR CR CR 12 1a 12 12

1734, 5734 ~

$ 734+ S734. '$734'734m $ 734+ 5734m 5734m $ 734e 5734m 5734. 6a S, S>40. 5/40 ~ 4 ~ $ 738. 5738.

5738, 5740.

S)39. 5739. S, 5739. 8, $ 742. 7, 5741e 5738. ><8hz 1Cddl. t4882. 14bd2. 14882. 14882 '4082. 14802. 14582. 14882. 14882. 14882+ 1488Z KXYERNAL I ROTATIOH Of S ~ G ~ Y6fPDIX 6/30/50 NON-NUCLEAR SAFETY (NHS) PIPING NODE NENSER EQUATION POIHT TYPE KUHSKR OVERSTRKS ALLOMABLE STRESS TOTAL STRESS 8KHDIH6 STRESS PRESSURE STRESS ATION 1Z STRESS ANALYSIS PKR ANSI 831 F 1 CODK THROUGH THE S UHHKR 1973 ADDENDA (NNS PIPIN E4UAYI N ALL STRESSES IN PSI i 670 670 690 701 70'1 710 710 720 CR CR CR CR CR CR CR CR CR CR CR CR KL EL CR 12 12 12 12 12 12 'l2 12 5734 5734. 5734. 5734. 5734. 5734 ~ 5734. 5734 734. 5734 ~ 5734. 5734. 5734. 5734. 5734. 5734. 4. 3. 3. 3. 3. 3. 3. 5738. 5738. 5738. 5737. 573'/. 5737. 5737 ~ 5737. 5737. 5737 '737, 5737. 5739. '5739. 5737 '737 '4882. 14882. 14882. 14882. 14d52. 14d82. 14882 14882. 14882. 14882. 14882. 14882.

14882, 14882.

14882. 14882. END OF NESTDYN TASULATIONS P ~ EXTERNAL X DISPLACKHENT Of COHTAIHNEHT YbfPD70 7/ 3/80 ~E( K4UATION 12 STRKSS AHALYSIS PKR ANSI 831 ~ 1 CODE THROUGH THE SUHHER 1973 ADDENDA ALL STRESSES IH PSI NOH NUCLEAR SAFETY (liHS) PIPING NODE POINT NEHSER TYF'E, K4UATION HUHOfR PRESSURK STRESS 8KHOIHG STRESS TOTAL STRKSS ALLOHA8LE OVER STRE 5-STRESS 133 510 510 520 520 521 521 530 530 540 540 550 550 570 570 560 CR CR (',R CR CR EL CR Ck CR CR CR CR 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 637. 637. 4828. 4828. 4828. 482S.

4828, 4828.

4828. 4826. 5734 '734. 5734 '73'73C. 5734 ~ 5734. 5734. 38. 25. 240. 239. 239. 236. 352. 203.

136, 138.

261. 309. 331. 343. 214. 284. ZBC. 468. erS. 662. SO68. 5067. soer. 5066. 51 80. 5031. 4966. 49ee. 5996. 6043. 6065 '076. 5948. 6018. 60 l8. 6202. 14682. 14882. 14682. 148S2. 14882. 1468Z. 1488Z. 14882. 14882. 1488Z. 1CBBZ. 14682. 14862. l CBSZ. IC582. 14867. 14682.

14682, EXTERHAL X DISPLACEMENT OF COHTAIHHEHT YbFPD70

// 3/80 ('IS* E4UATION 12 STRESS ANALYSIS PKR ANSI 831 F 1 CODK THROUGH THE SUNHER 1973 ADOEHOA (HHS PIPlqd) ALL STRESSKS IN PSI HOH-NUCLFAR SAFETY (NNS) PIPING Mhhf MFMDFR FOUAYTON PRESSURE bfHDING TOTAL ALLOQABLE OVERSTRF 1( I CO I CD Vl I $ 30 SCO S40 SSO SSO 570 KL CR CR RE CR CR CR 'l 2 12 12 12 Cdtb. 4024.

4828,

• 4828, 5734.

5734. 5734'734, 5734 '734 '734. 5734.

203.

138. 158. Zel. 309. 331. 343.

214, 284.

284 ~ 468. 1'l 8)). CVhh. 4 966'. S996. 6043. 6065. 6078. 5948. 6018. 6018. 6202. 'ARED ICbh2 ~ 14882. )Chh2. 14882. 14882. 14882. 14882. 14882. 14882 'XTERNAL X DISPLACKHKHT OF CONTAIH¹EHT Y6FPD70 lr 3>dt EQUATION 12 STRESS ANALYSIS PER ANSI 831.1 CODE THROUGH THE SUHHER 19>3 ADDENDA ALL STRESSES IN PSI HON-NUCLEAR SAF KTY (HHS> PIPING NOD K POIHT HEHBKR EQUATION PRESSURE BENDING TOTAL TYPE HUHBER STRESS STRESS STRESS ALLOQABLE STRESS OVER) 581 581 590 610 610 620 620 621 621 630 e40 640 650 CR CR KL EL CR CR CR CR CR CR CR CR EL EL CR CR CR 12 12 12 12 12 12 12 12 12 12 12 12 12 12 5734. 5734. 5734. 5734. 5734. 5734. 5734. 5734. 5734. 5734. 5734. 5734. 5734 '734. 5734. 5734. 5734. 5734. 4es. 468." 753. 299. lse. 297 '97 '5. 45. 424 424 '25. 684. 1197 744. 653. 653. 613. 6202. 6202. 6488. 6033. 5920. 6032 6032. 5779. 5779. 6158. 6158. 6159. 6418. 6932. 6478. 6387. 6387. 634 7. 14882. 1488Z 14882. 14882. 14 892. 14 882. 14882. 14882. 1488Z. 14882. 14 882. 1488Z. 14882. 14882. 14882. 14882. 14882. 14882. KXTFRHAL X DISPLACKKK¹T OF COHTAIHHKNT YbFPD70 7i 3ido EQUATION 1 Z STRESS ANALYSIS PER ANSI 831 ~ 1 CODK THROUGH THE SUHNKR 1973 ADDENDA (HNS PI g ALL STRESSKS IN PSI NON-NUCLEAR SAFKTY (NNS) PIPING NODE POINT - NENBER EQUATION TYPE HUNBER PRFSSURE BENDING TOTAL ALLOHABLE OVERS TF STRKSS STRESS STRESS STRESS 590 610 610 620 621 621 630 640 650 f a. tL ca CR CR CR CR eL CR 12 12 12 12 12 12 12 12 12 $ 134. sr34. $ 134. S73c. $ 734, $ 734. $ 734 $ 734. 5734. 5734.

S734, 5734.

5734. 5734. 5734. lbh.

291, 291.

4$. 4$. 424. 424 '25. 684. 1197. 744. 653. 6 53. 613. h(l'. ell32. 6032. 5119 ~ 61 58. el Sb, 6'l $9. 6418. 6932. ecr8. 6387. 6387. 6347. ~ 1 c'l

idd2.

lhdhr. >~dd2. icd82. 14 582 ~ i4882. 14882. 14882. 14882. 14882. 14,882. 14882. 14882. EXTERHAL X DISPLACEHEHT OF CONTAINNEHT Y6FPDro EQUATION 12 STRESS AHALYSIS PER ANSI 831 1 CODE THROUGH THE SUNDER 1973 ADDENDA iHNl ALL STRESSES IH PSI NOH-HUCLEAR SAFFTY (NNS) PIPING NODE POIHT HEHBER TYPE EQUATION PRESSURE BENDING TOTAL ALLOWABLE OVI HUHBER STRESS STRESS STRESS STRESS 650 660 ero 670 680 680 690 690 700 700 701 701 710 710 720 CR CR CR CR CR CR CR CR EL CR CR 12 12 12 12 12 12 1Z 5734. 5734. 5734. 5734. 5734. 5734. 5734. 5734. 5734. Sr34. 5734. 5734. 5734. 5734. 5734. 5734 ~ 613. 561. 561. 196. 196. 24. 24 '46. 146 440. 4CO. 440 lo. 466 '88 '347. 6295. 6295. 5930. 5930. srsb. 5758. 5881. 5881. elr4. 6174 '175. 6C44. 6200. 6023. 6022. 14882. 14882. 14882. 14 882. 14882. 14882. 14882. 14 882. 1<882. 14882. 14882. 14882. l4882.

14882, 14882.

14882. 70...,;..:,.,'.. SDTAR-80-05-08 ~4:,-)-"'4;: -~":V-. 5'"4:- "i'i'-,-"-:..'-'-:-.",: CA C7 I CO ED I I CO CQ 'EXTERNAL Y(VKRT) DISPLACKHENT Of COHTAIHHENT Y6FPD70 7/ 3/8'4UATIOH 12 STRESS AHALYSIS PER ANSI 831.1 L " "HROUGH THE SUHHER 1973 ADDENDA (HNS ALL STRE'. iH PSI HOH-NUCLEAR SAFFTY (NHS) PIPING NODE HEHBER POINT 'TPE EOUATIOH HUHBER PRESSURE BENDING TOTAL ALLONABLE OVER: STRESS STRESS STRESS STRESS 133 510 510 520 520 521 521 530 530 540 540 550 550 560 570 570 580 CR CR CR CR CR CR EL EL CR CR RE CR CR CR CR CR CR 12 12 12 12 12 '12 12, 12 12 12 12 12 12 12 12 637. 637. 4828. 4828. 4828. 4828. 4828. 482S. 4828. 4828. 5734. 5734. 5734. 5734 ~ 5734. 5734 5734. 5734 0. 0-4 ~ C. 6. 4. 8. S. 5 ~ 5. 5. e. 638. 638. 4832. 4832. 4832. 4832. 4834. 483C. 4832. 4832. 5742. 5742. 5743. 5743. 5740. 5740. 5740. 5740. 14882. 148S2. 14882. 148S2. 14882. 14882. 14882. 14882. 14882. 148S2. 14882. 1CSS2 ~ 14882. 14882. 14882. 14882. 14882. 1488'. EXTERNAL T(VERT) DISPLACEHENT OF CONTAINHKN'I T6FPD70 7/ 3/80 K4UATION 12 STRKSS ANALTSIS PER ANSI 831 ' CODK THROUGH THE SUHHER 1973 ADDENDA (NNS P) ALL STRESSKS IN PSI NOH-NUCLEAR SAF KTY (HHS) PIPING HODE POINT HKHBER TYPE %4UA1ION NUNBER PRCSSURE BENDING TOTAL ALLOWABLE OVKRS1 STRESS STRESS STRESS STRESS CR $ 734 6. $ 740+ 14882. %.'Ep 530 540 540 550 550 Sro 570 h.'R CR CR CR CR 12 12 12 12 12 12 12 12 4828. 4828. 4028. 5734. 5734. $ 734. 5734'. 5734'734. 5734. 5734. 4 ~ 8. e. 8. 5. S. 5. 6. 4834. 4832. 483.' 5742.

5742, 5743, 5743.

5740. 5740. 5740. 5740. 1 ggAZ i4682. 14882. 14882. 14882. >4882.

14882, 14882.

14882. 1488 EXTKRHAL Y(VKRT) DISPLACENKHT OF COHTAINHKHT Y6FPD70 7/ 3/80 EQUATION 12 STRKSS AHALYSIS PER ANSI 831.1 CODK THROUGH THE SUHHER 1973 ADDENDA (HHS ALL STRESSES IH PSI NOH-NUCLKAR SAF'ETY (HHS) PIPING HODK POINT NEHBER TYPE <<aUATIOH NUNBER PRESSURE STRESS BENDING STRESS TOTAL ALLOMABLE OVERS STRKSS STRESS 580 CR 581 ,581 CR EL eZo CR 621 'CR 621 EL 630 ~ EL 630 CR 640 CR 640 CR 650 CR 590 EL 590 CR 600 CR 600 cR 610 cR 610 CR 620 cR 12 12 12 12 12 12 12 12 12 12 12 5734. 5734.

5734, 5734.

5734 '734. 5734. 5734. 5734. 5734. 5734. 5734. 5734.

5734, 5734.

5734. 5734. 5734. e. sr4o. 6. 5740. 9. 5743. 9. 6. sr44. 5740. 6. 5740. 6. 5740. 6. 5740. 6. 5740. 6. 5740. 6. 5740. 6. 5740. 9. 5744. 9. 5743. e. sr4o. e. 5740. 6. 5740 ' ~ 5739 14882. 14882. 1/ 882. 14882 14882. 1488Z. 14882. 14882. 14882. 14882. 14882. 14882. '4882 14882. 14882. 1488'4882.

14882, EXTERHAL Y(VERT) DISPLACKNENT OF CONTAINNKNT Y6FPDrp 7/ 3/gp EOUATIOH 1Z STRESS ANALYSIS PER ANSI 831.1 CODE THROUGH THE SUNHER 1973 ADDENDA (HHS PIF ALL STRKSSKS IH PSI HOH-NUCLEAR SAFKTY (HNS) PIPING HODE POINT llKNBER TYPE EOUATION NUNBER PRESSURE STRESS BENDING STRESS TOTAL STRESS ALLOMABLK STRESS OVERSTEP

$ 9(1 610 610 620 620 btl 621 640 640 650 CR CA CR CR EL CR CR CR 12 12 12 $ 734, $ 734. $ 734. $ 73C, S734. S734. $ 734. S734. $ 734>> 5734 '734, 5734. 5734 ~ 5734. b. b. 6. 6 ~ eo b. b. 9. 9. eo e. 6. 5. 114 C. 1 Fap. 5 7CU. $ 740. 5740. $ 740. $ 740.

S740, 5744.

5743. 5740. 5740. 5740. 5739. '88$, ghqI 'hh.'. ?Chhl. 14887. 1C8hl. 14882. 14882. 14882. 14882 14882. 14882. 14882. 14882. 14882. EXTERNAL Y(VERT) DISPLACEHENT OF CONTAIHHENT YbfPD70 7i 3780 EQUATION 12 STRESS ANALYSIS PER AHSI 831.1 CODE THROUGH THE SUHHER 1973 ADDEHDA (N>S >I'LL STRESSES IN PSI HON "HUCLEAR SAf ETY (NNS) PIP IHG NODE POINT HEHBER TYPE EQUATION NUMBER PRESSURE BENDING TOTAL ALLOMABLE OVERSTEP STRESS STRESS STRESS STRESS eso 660 e7o 670 680 680 690 701 701 710 710 720 CR CR CR CR CR CR CR CR CR CR CR CR EL EL CR CR 12 12 12 12 12 12 12 5734. 5734. 5734. 5734. 5734. 5734. 5734. 5734. 5734. 5734. 5734. 5734. 5734. 5734. 5734. 5734. 5. 3. 3. 6. e. 10, 10. 16. lb. 16. 25. 30. lb. lb. 5739. 5738. 5738. 5737 '737. 5741 ~ 5741 ~ 574C. 5744 ~ 5750. 5750. 5750.

5759, 5764.

$ 753. 5753. 14882. 14882. 14882. 14882. 14882. 14882. 14882 '4882. 1C882. 1C882. 14882. 14882. 14882. 14882. 14882. 14882. SOTAR-80-05-08 73 END OF MKSTDYN,TABULAT)OI(S';,.~),'-'j;.;",', CA CD I GO CD I CD I CD OD EXTERNAL I DISPLACEHEHT OF COHTAINNEHT Y6FPD70 77 3/8'QUATION 12 STRESS ANALYSIS PER ANSI 831 ~ 1 CODE THROUGH THE SUHHER 1973 ADDENDA ALL STRESSES IH PSI HON HUCl.EAR SAF ETY (HHS) PIPIHG NODE POIHT HENBER TYPE EQUATIOH NUMBER PRESSURE BEHDING TOTAL ALLO'NABLE OVER'. STRESS STRESS STRESS STRESS 133 510 510 520 520 521 521 530 530 540 540 550 550 '70 570 CR CR CR CR CR EL EL CR CR RE RE. CR CR CR CR CR CR 12 12 12 12 12 12 12 12 12 12 12 12 637. 637. 4828. 4828. 4828. 4S28. 4828. 4828. 4828. 4828. 5734. 5734. 5734. 5734. 5734. 573C ~ 5734 5734. 45. 32. 303. 302. 682. 669. 5131. 5130 ~ 445 '90. 129. 5273. 5018. 4957. 1 29. 4 957. 245. 311 5979 '045. 333. 6067. 353. 6088. '220. 5954. 342. 6076. 666. 6076. 640'l.

302, 5130.

301. 5129., 14 882. 148S2. 14882. 14882. 14882. 14SS2. 14882. 14882 '4882.

14882, 14882.

14882. 14882.

14882, 14882.

14882. 14882. 14882. EXTERHAL I DISPLACENENT Of COHTAIHNEHT Y6CPD70 7i 378p EQUATIOH 12 STRESS ANALYSIS PER AHSI 831 \\ CODE THROUGH THE SUNHER 1973 ADDENDA (HNS P] ALL STRESSES IH PSI HOH-HUCLEAR SAFETY (NKS) PIPING HODE POINT HFNBER TYPE EQUATION NUHBER PRESSURE BEHDIKG TOTAL ALLOHABLE OVEP 5 1 STRESS STRESS STRESS STRESS t/l Cl K7 I CO CD I CD I CO CO s40 $ 40 $ $0 350 Ch CR RE CR 12 12 $ 70 SFO CR 12 12 EXTERNAL 2 DISPLACENEHT OF COHTAINHEHT 4828. 4828. . $ 734. 5734. 5734o $ 734e 5734m 5734 '734 ~ 5734 ' i'll, 129. 129. 24$. 311 ~

333, 353.

220. 3C2. 3C2.

666, 49$ /.

495 7. $979, 604$. 6067. 6088. 59S4. 4074 ~ 6076. 6401 ~ 'I c dAa', 'dd2. >Cdd' >4882. 14882. 14bd2. 14882. 14882. 14882. 14882. 14882. Y6FPDro 7/ 3/do EQUATION 12 STRESS ANALYSIS PER ANSI 831 F 1 CODE THROUGH THE SUNNER 1973 ADDENDA (NNS PI ALL STRESSES IH PSI NON-HVCLEAR SAF ETY (NHS) PIPING NODE POINT NENBER TYPF. EQUATION HUNBER PRESSURE STRESS BENDING STRESS TOTAL STRESS ALLOWABLE STRESS OVER ST 581 5d1 610 610 620 e2O 621 640 640 650 CR EL EL CR CR CR CR CR CR CR CR EI. EL CR CR CR CR 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 5734. 5734. 5734. 5734. 5734. 5734. 5734. 5734. 5734. 5734. 5734. 5734. 5734. 5734. 5734. 5734. 5734. 5734 eee. 667. ~ 1073. 740. 460.

585, 585.

224. 22C. 187. 187 188. 303. 974. 605. 557. 557. 53e. 6/ 01. 6401 ~ 6807. 6474. 6194. 6320. 6320. 5958.- 5958. 5921. 5921. 5922. 4037. 6708. 6339. 6291. 6291. 6270. 14882. 14882. 14882. 14882. 14882. 14882. 14882. 14882. 14882. 14882. 14882. l4882. 14882. 14882. 14882. 14882. 14882. 14882. EXTERNAL I DISPLACENENT OF CONTAINNENT YefPD70 7/ 3/80 EQUATIOH 12 5TRESS ANALY5I5 PER ANSI 831 ~ 1 CODE THROUGH THE SUNNER 1973 ADDFNDA (NHS pip ALL STRESSES IN PSI NON-NUCLEAR SAFETY (NIIS) PIPING NODE POINT NENBER TYPE EQUATION NUNBER PRES5URE STRESS BENDING STRESS TOTAL STRESS ALLONABLE STRF.SS OVERSYR 650 CR 5734. 536. 6270. 14882. 600 610 620 620 621 621 630 640 640 6SO CR CR CR CR EL EL CR l2 12 12 l2 12 12 12 12

1734, 5734.

5734. 5)34. 5734. 5734. 5734. S734. S734. S734.

5734, 5734.

'b ~. %b'l. 224. 224. 167. 167. 166. 303. 974+ 605. ssr. 557. 536. 4 52l4. 5956. 5916. 192 l. 5921. 5922. 6037 '706. 6339. 6291. 629l. 6270. 4~F62. '<662. lchd2. ic662. 14,662. 14662. lc662. 14682. 14862. lceh2. l4 662 ~ 14882. EXTERNAL I DISPLACENE¹T Of CONTAINNEHT Y6FPDrO rr 3!60 EQUATION 12 STRESS ANALYSIS PER ANSI 831 1 CODE THROUGH ALL STRESSES IN PSI NUCLEAR SAFETY (NMS) PIPING SUNHER 1973 ADDENDA (NNS PIr NODE POINT NENBER TYPE EaUATIOH HUNBER PRESSURE STRESS 8EHDING STRFSS . TOTAL STRESS ALLOWABLE STRESS OVERSTR 650 670 aro 701 701 710 710 720 CR CR CR CR CR CR CR CR CR CR CR EL CR 12 12 12 12 12 12 12 12 12 5734. 5'734 ~ 5734 5734. 5734. 5734. 5734. 5734. 5734. 5734. 5734 734, 5734. 5734. 5734. 5734 '36. 509. 509. 319. 319. 224. 224. 142. 142. 16. lb. lb. 26. 366. 227. 228. 6270. 6243. 6243. 6053. 6053. 5958. 5958. 5876. 5876. 5750. 5750. 5750. srbo. 6100. 5961 ~ 5963. 14882. lcee2. 14882. 14882. 14882. 14882. 14882. 14882 '4882. 14882. 14882. lcee2. 14882. 14 882. 14882. 14882 EHD Of WESTDYH TABULATIOHS SDTAR-80-05-08 76 C/I CD I Co CD I CD I CD CO EXTERNAL 'Y ROtATION Oi CONTAINNKNT v6FPD70 7/ 3/60 EQUATION 12 STRESS ANALYSIS PER ANSI 631 ~ 1 CODE THROUGH THE SUHNER 1073 ADDENDA (IIIIS ALL STRKSSKS IN PSI NON~CLEAR SAFETY (NHS) PIPING NOOK POINT l%HBER TYPE EQUATION HUHBER PRESSURE QFNDIHG TOTAL ALLOMABLE STRESS STRESS STRESS STRFSS OVEk STRE 133 510 $ 10 $ 20 520 521 521 530 540 540 5$0 550 560 S70 $ 70 CR CR CR CR CR CR EL KL CR CR RE RE CR CR CR CR CR CR 12 12 12 12 12 12 12 12 12 12 12 12 637. 637. C828. 4826. CBZB. 4828 4828. 4828. 4626. 4828. 573c. 5734. 5734. S734. 573c. 5734. $ 73C. $ 734. 0. 0. 1 ~ 0. 0. 0. 1 ~ 0. 0. 0. 0. 0. 0. 637. 637. 4820. 4829. 4620. 4829 '829. C828. 4828. 48ZB. 5735. s73s. 5735. 5735. 5735. $ 73$. $ 735. $ 73$. 14882. 14882. li882. 14882. 1488c.. 14682. 14882. 14882. 14882. 14882. 1CBBZ. 14882. 14882. 14882. 14662. 14862. 14882. 14882. EXTERNAL Y ROTATIOH OF COHTA!NHEHT Y6FPD70 7/ 3/80 ERUATLOH 12 StRESS ANALYSIS PER AHSL 831.1 CODK THROUGH THE SUHHKR 1073 ADDElCDA (NHS l"LPLHI ALL STRESSES IH PSI N/IN NIIC'I CJO C jCC TY ( NNC) PI PINI 140 SSO SFU (4 CR CR 40/B. Sf)4. Sf S4. SF $4. Sf S4.

SFS4, S7$ 4.

$ 734,

Sri4, 0.

0. 'S f 5$. SFSS.

SISS,

$ 73$. SISS. i shAP 1 4II4g, >+444, II044. 14087 '4087. 14884. 14BBZo ERTERHAL Y ROTATIOH Of COHTAIHHKHT Y6ff470 Fi SEBO w EQVATIOH 12'TRESS At(ALYSIS PFR AHSI 031 ~ 1 CODE THROUGH THE SLNBIER 1O73 ADDEHDA (++5 ALL STRESSKS IH PSI HOH~CLKAR SAFETY (FHIS) PIPIHG IIODE POIHT HKICSER TYPE EQUATIOII HUHBKR PRESSURK STRESS BFHDIHG STRESS TOTAL ALLOHABLE OVERS>kf 5 STRESS STRESS 581 581 610 610 620 620 621 621 630 640 640 650 CR CR CR CR CR CR CR CR EL EL CR CR CR CR 12 12 12 12 12 12 12 12 12 12 12 5734. 5734. 5734. 5734. 5734. 5734. 5734. 5734. 5734. 5734. 5734. 5734. 5734. 5734. 5734. 5734. 5734. 5734. 0. 0. 0. 0. 0. 5735. 5735. 5735. 5736. 5735 5735. 5735. 5735. 5735. 5'7 35. 5735. 5735. 5735. 5735. 5735. 5735. 5735. 5735. 14882. 14882. 14882. 14882. 14882. 14882. 14882. 14882. l4882. 14882. 14882. 14882. 14882.

F4882,

'l4882. 14882. 14882. 14882. EXTERNAL Y ROTATIOH OF COHTAIHHFHT Y6IPD70 7 i fQUATIOH 12 STRKSS AHALYSIS 'PER AHSI 831.1 CODf THROUGH THE SUHHER 1O73 ADDEHDA (HHS PIP(h ALL STRESSES IH PSI NOH-NUCLEAR SAFETY (HHS) PIPIHG HODE POIHT HEHBFR TYPE EQUAT IOH HUHBER PRESSURK STRESS BKHDIHG STRESS TOTAL ALLOWABLE OVERSTRESS STRESS STRESS 650 660 CR CR 12 12 5734. 5734. 5735. 5735. 14882. 14ee2. Cl I CO C) t CD I CD DIYO 400 610 610 420 ato 621 621 430 640 440 450 EL CR CR 12 12 St Si. $ )$4, $ 7 $ 4. $ >34, $ )34, $ )34. $ 734. 5754. $ 734, 5734. S734. 5734. 5734. 0. 0. 0. 0. 0. $ 7 5$. $ 7$ $. $ 73$. 573S. $ 73S. 573$. 5735. cwqr 1 shh(' I 448, I Chh.. 4 WIIhr. 1CII82 ~ 1 Chhz ~ ICBC?.

4882.

148lh2 ~ 14882. 14882. 1488?. EXTERNAL Y RO'TATION OF CONTAINNEHT Y6FPD70 ri 3/80 '4 EQUATIOH 12 STRESS AHALYSIS PER ANSI B31 1 CODE THROUGH THE SUNNER 1973 ADDENDA 'NS ALL STRESSES IN PSI NOH NUCLEAR SAFETY (NNS) PIPING HODE POINT NENBER TYPE EQUATION NUNBER PRESSURE STRESS BEHDIHG STRESS TOTAL STRESS ALLOMABLE STRESS OVER ST>ES ( 650 6ro 6ro 680 690 700 700 701 701 710 710 720 CR CR CR CR CR CR CR CR CR CR CR CR EL CR CR 12 12 12 12 12 12 12 12 12 12 5734. 5734. 5734. 5734. 5734. 5734. 5734. 5734. 5734. 5734. 5734. 5734. 5734. 5734. 5734. 5734. 2 ~ 2 ~ 3. 3. 3. 3. 5. 5. 8. 5. 5. 5735. 5735. 5735. 5737. 573r. 5737. 5737. 5738. 5738. 5739 '739, 5739. 57C2 ~ Src3. 5739. 5739. 14882. 14882. 14882. 14882 '4882. 1C882. 14882. 14882. 1CB82. 1C882. 14882. lceez. 14882. 14882. 14882. 14882. ( EHD Of MESTDYH TABULATIONS f/l fD I CD fD IfD IfD fXl l1$ 169 '1 01 . Of)fl 0Q0 , 00f) o 000 .000 .000 -.000 .000 . 003 . 003 ")003 -F003 .003 -F00) ,002 .002 .002 -e002 -. 00$ o 00$ . 009 o 010 .012 F003 (003 .... ~,x, f ' . st>>)A~ 'l ,Of)of)1 l ~. >5>>lf)l ~ , 000f ) 3 f -. (!O(l0l $ . 00003'I,(Wf)0't 1 -,000031 -.Oof)01$ . 000031 - ~ 00001 $ - o 000031 -. 0000'l $ .000031 ".00001$ F002 .001 .000023 -.000014 .00001 $ .00001 $ .002 -.000031 -.00001$ hg'X<" ~, fPbpu 0 ~ iX.K>>4 l -. Cy>f>>Xl -.0(ff) X)'i -.0FAOVl ~ OOOQO 1 -. Wfo(ff -. Of)0001 . 00f)006 . 000013 F%AIN STKAN DKAD MEIGHT Y6FPDKff 6/28/80 NKSFD<ff PIPING DISPLACENENTS IN GLO8AL COORDINATES POINT 13 185 191 192 1193 1194 1193 193 194 101 DX (INCHKS) -.000 -.000 -.000 -.000 -.000 -.000 "-000 ".000 ".000 .000 -.000 .000 -.000 DY (INCHES) - 002 -.001 - 001 001 -.001 --000 -.000 -.000 ".000 -.000 ".000 ".000 ".000 - 000 DZ (INCHES) - 001 -.000 -.000 -.000 -.000 -.000 -.000 --.000 -.000 -.000 -.000 -.000 -.000 .000 RX, (RADS) -.000006 .000001 .000002 .000003 .000003 .000004 RY (RADS) - 000013 -. 000009 ".000009 -.000007 ".000007 -.oooooe .000005 -.000005 .000005 -.000005 . 000005 .000005 .000005 .000000 -.000000 -.000005 -.000005 -.000005 -.000000 .000000 .000005 -.000005 Rl (RADS) . 00001 7 . 000016 . 000016 . 000014 . 000014 .00001'1 .000010 .000010 .000009 .000009 .000009 .000008 .000000 -. 000000 133 510 520 -.004 -.004 -.004 -.007 -.007 -.007 .030 .031 .031 .000040 ~ 000040 .000040 . 000023 .000023 .000023 . 000002 . 000002 . 008%~2 FfAIN STEAN DEAD MKIGNT Y6FPDKH 6/28/bo WESYDYW F. PIPIHG DISPLACEHEHTS I¹ GLObAl COORDIlfATES POINT 13 DX ( llfCHKS) DT (IHCHES) Dl (IHCHES) RX (RAD5) RY (RAD5) RI (RADS) 101 %10 . 000 -.000 . 000 -. 004 ~F004 -.004 . a>iNr . 000 . 000 ".000 .007 .007 .007 ~ > IVL> "000 -., 000 1 .030 o031 .031 . (>004)V1 .OVOJ)VS . 000000 -.000000 . 000040 . 000040 ,000040 -, JHPHJJ>% -. OJ}0(X}1 -. 0($QK} . SNOVV . 0(}0023 . 000023 .000023 HAIN STEAN DEAD HEIGHT Y6PPDKH 6/2BIBO HESTD H PIPING DISPLACEHENTS:N GLOBAL COORDINATES P()l¹T l3 521 550 581 610 620 621 630 650 DX (IHCHES) -.004 - 001 .001 -.000 .000 ~003 .009 018 .018 .021 .024 .024 .022 ,019 .018 .017 DY (INCHES) -.007 .012 -,012 ~ 013 -.014 - 017 -.025 -.025 -.040 -.040 - 044 .048 -.048 -,041 ".036 -.034 - 031 DZ (INCHES) .031 036 .036 .036 .036 .038 ~ 041 .041 .036 .035 .029 .022 .021 .011 ~ 010 .010 .009 RX (RADS) .000040 000140 .000140 .000143 ~ 000144 000151 .000176 .000176 .000247 .000247 '000243 .000237 000237 .000197 ~ 000184 .000176 .000166 RY (RAD5) . 000023 .000089 .000089 .000093 .000094 . 000101 .000116 RI (RADS) .000002 -.000018 -.000018 -.000021 - 000021 -.000027 -.000035 .000190 . 000190 .000191 .000188 000188 .000101 .000094 .000092 .000088 -. 000018 -.000017 -.000010 .000001 .000001 .000045 .000044 .000043 .000041, .000116 -.000035 SDTAR-80-05-08 81 ( HAIN STEAN DEAD HEIGHT T6FPDKH 6/28/80 NESTDYN PAGE PIPING DISP 4CE¹EHTS IH GLO8AL COORDIHATES POINT I3 670 680 700 701 710 720 DX (INCHES) .010 .007 ooc 001 .001 ".000 -.000 (Il.CHES) -. 016 -.010 -.006 -.002 -.002 -.000 .000 DZ (INCHES) .005 .Ooc .003 .001 .001 .000 -.000 RX (RADS) 000117 .ooooes .000058 .000037 .000037 .000000 .000000 RY (RADS) ~.000067

.000058

.000051 .0000co .0000co .000000 .000000 RZ (RADS) .000038 .000033 .000029 .000036 .000036 .000000 -.000000 SoTAR-80-05-08 82 TnFR<AL SAFETy VALVE REl.I<F Y6FPO39 7/15/SO HKSTOYN P)PING DISPLACE~ENTS L~ GLUBAI COUR0tNA TES Vl C) 1 CO C) IC) IC) CO pol > r LS lb9 190 191 )PZ 119M iP4 )h5 5] 0 QX (rMC~ES) m.568 ~I 434 ~.424 o 384 <<.384 <<.338 e 338 i.258 ~.'28 1 a.258 <<.221 ~.22'ooo <<2 143 <<2.156 UY (INCHES) ,077 ~ 073 F 072 ,067 ,067 ~ 058 ~ Obl a,o74 ~ 031 ~ 010 F 005 .000 2.318 Z.)91 2,392 pz (tVGHES) ~ 244 ,243 .233 .233 ,215 ,21o .210 ~ 159 ,173 ,159 .136 ~ 136 ~ F 000 a 574 .568 ~,568 RX (RAOS) oo000400 ~ ~ 000472 ..ooo477 c' 000506 ~I000506 .OOo533 .ooo535 ~.000535 ~e.000542 so00542 ~e000542 ~e000521 ~e000014 eoooooo I000355 ~ 000361 e000361 Hy (RAOS) s000151 e000104 ~ ooo 1 0 1 .oooosl ,000081 >000062 <<000059 ,ooo059 .oooo53 .ooo053 ,ooooS3 .ooooS0 ,OOOOOO <<,000000 ~s000046 ,000051 ~,000052 Rg (RAOS) >> F 000001 ~ ~ 000405 .000431 ,000613 ~ I 000613 -.oo0773 os 000802 o,000804 e,000855 ,ooos55 ,ooos55 ~ ~ 000839 I 0 0 0 0? 2 ,000000 ,000834 ~ 000830 ~ 000829 THER>Dl SAFE T Y Y ALYE RKLI<F YbF PD39 7/1'5/80 Wj?STOYN. PIPING PISPLA(;5.HENTS Ih Gl.USA.OUR9IHATES POI>T 530 gbo Sbo S70 b]U 62] bOV pX (INCHES) 2.]56 <<2.277 277 <<2.3]6 <<2.324 <<2.397 2.58f <<2.582 2.e35 <<2 b28 <<2.552 <<2.470 <<2.470 o2 f]S 9bb e] pof ol 8l7 uY (INGHKS) 2'b2 2.562 2.%48 2.545 2,521 2.480 2,480 2,4]h 2'ob 2 '28 2,238 2,248 1 ~ 957 1 ~ 854 ],778 ],704 DZ (IN(;HES) << ~ 5b8 <<,$ 41 << ~ 340 <<,279 <<.2b5 o 155 ~ 094 ,o95 ~ 476 .C63 874 ~ 874 ].o27 ,955 .923 F 881 Rx (.RAPS) <<000362 ~ 000991 .000991 ~ 001022 ~ 001027 ~ 001047 >000947 eooo94b <<.Ooo493 <<.V00524 <<,0008b] o>00]2bO oi001?bf << ~ 002794 >>u0298] os003052 << ~ 003132 Ny (RApS) .oooo52 ,ooo454 .OOO455 <<IO00534 << F 000552 << ~ 000705 o ~ QO f Q94 .00]095 ,003867 <<I003880 o I 0V3987 o.OO4040 oI004040 << ~ 0o379] ogo03727 o ~ 003b91 o.Oo3e54 R7 (RADS) ~ 000829 ,000o86 ~ 000084 <<,000050 o,000081 << ~ 00034] c,oofo21 << ~ 001 022 <<,00228$ o,ooi?3]3 <<,00259b oa00284b ,00284b <<,O0439b <<,004402 os 004~99 <<,004890 THERMAL SAFETY VALVE REL IEF Y6FP039 7/15/80 NESTOYN PIPING DISPLA(.EVENTS IN GLOBAL COORDINATES Pnl > T 13 470 gbp 490 700 701 710 <<1 247 o 977 << 755 o 348 <<.367 es 12p 12p 1.173 <<913 ,701 ~ 240 ~ <40 0X DY (INCHES) ( IN(;HES) oz ( IH(;Hf8) ~ 578 ~ 419 ~ 277 <<,003 <<,004 <<.077 ,077 RX (RAOS) o<<.003349 o<<003228 << ~ 003006 o<<002310 <<a002310 o<<,000002 <<,OOOOOO Hy (RADS) << ~ 003277 os 003037 << ~ 002801 <<<<002i?91 <<.002291 o<<000001 a F 000000 Rg (HA()S) << ~ 004154 <<,003925 << ~ 003470 <<,003055 << ~ 003094 << ~ 000001 ,000000 100 PERCENT PUN<" Y6FP039 7/15/80 HESTDYN P1P1NG ()JSPLA('K~EN'ts 1N Gl.08AL COORDINATE.s Vl C7 I00 C) IC) I CO CO polNT 13 1/4 lb9 l91 19b 1193 1193 l94 plv 520 pX (INCHES) << 5be 434 <<.424 <<.384 <<.384 .338 - 338 <<.258 -.2>> .25a -.22l .221 .Oon -2.089 <<2.1~1 <<d.loi OY (zN(;vFs) ~ 077 ,072 ,072 ~ ob7 ,ob7 .Ooo ~ 058 ~ OSB ,03l ae074 ~ 031 ~ 010 ,005 F 000 2 '18 2,383 2.383 OZ (rwcHcs) ,2bl ~ 244 ~ 245 ~ 233 ~ 21S ~ 21Q ,210 .159 ~ 173 ~ 159 ~ 136 ,13b <<.000 .bht .o32 <<,b32 RX - (.RAps) eooo395 -.Ooo47o <<e000474 <<e000505 <<e000505 e000532 oep00534 <<e000535 <<e000541 <<eooob41 << ~ 000541 << ~ 000520 e000014 F 000000 .Coo274 ~ OQ0280 ~ v00281 Ry (RAps) .Opolsl ~ 000103 e0o0100 epppp80 ,00008Q eopopbl ,000058 ~ 0o0058 <<000052 ,ppp052 ,000052 ,000050 e000000 .OopOOO ,000035 -.000039 ~e ~ OV0040 RZ (RADS) ceeopoooo o,000404 <<,000430 poob12 o,000012 << ~ 000772 <<,000801 ,000803. << ~ 000854 <<,000854 <<,000854 << ~ Oop838 <<eOOOC22 F 000000 ~ 000762 ,000757 ~ 000757 100 PFRCEN 7 PUNT" Y6F P039 7I'1SISO HESTt)YN P IP IlvG Dl S "LACE~ENTS lN GLOSAL CO()RD?NATES Vl IV I CO CD I CD I CD 00 pal~ T 13 Si! 1 eoo 61O 640 baal esv 640 eel O DX (INC~ES) <<2 ioi 204 <<2.204 >>2.237 2.244 >>2.305 o2.462 I2 462 >>2. 50.9 >>2.503 439 >>2.370 2.370 >>2.047 >>1.904 <<1.841 <<1.759 DY (ywCHKS) 2 '84 2,53< 2 '34 2,821 2 F 518 ?,497 2.461 2,461 2 '97 2a490 2 '12 2 ~ 223 2 ~ 223 945 1 ~ 822 1,766 ],693 DZ ( lN(;HE,9) o.632 429 428 a 373 <<.361 >>,262 >>,038 >>,037 ~ 287 ,303 ~ 472 ,664 .665 ~ 820 ~ 76? ~ 7,02 RY (RADS) Rz (RADS) ~ 00075a >>,000024 .QOOO26 >> F 000156 -.000186 ,000438 >>,001098 RX (RA()S) .000281 << ~ QOQQ4Q o000937 i000290 >> I 000291 <<o000359 >>,000375 >>g000508 ~ 000863 << ~ 000863 <<e003541 os 003554 >gOO3669 a000937 ~ 000968 o000973 >000996 .000902 ~ OQ0902 cae000499 cd 000529 oo000859 <<o001250 <<o001251 >>IO02773 <<o002958 << ~ 003027 o ~ 003107 <<e001100 o,002325 <<,00i?$ 54 << ~ 002630 << ~ 002873 ,004380 >>,004385 ,004381 <<,004371 << ~ 003740 ~ 003833 .003791 >>gQV3769 ,003737 <<.003740 .<<.00287$ 100 "ERCENT PQwhH YeFPD$ 9 7/15/80 HKSYDYN Pfp)NG DISPI ACCIDENTS IN GI.OBAI. COOR"I@ATES C/l CD Kl l C7 CD I CD Vl l CD CO pgLNT lh g7v ggo 700 710 .34m ~.i20 12o ,$ 55 ~ 200 DX DY (gg(:HES) (INCHES) o1 204 o.940 o /23 e ~ $ 55 DZ (INCHES) .2lh ~,019 ~,019 ~ ~ 077 r 077 RX (.RADS) ~'oo03320 ~ ~ 003200 ~ 002980 ~ ~ 002291 ~.002290 .Ooooo2 F 000000 Hy (RADS) ~ ~ 0o3410 >,003180 ~ ~ 002944 ,002415 4g002414 ,0000of ~.000000 R2 (RAOS) ~ ~ 004132 o,003902 ~ ~ 003>40 ~,003033 o,00303$ ~ F 000001 F 000000 OOE <<NVELOPE Of 312 CONT SHELI. 311 I.C. 313 SG YbfPDHP d/gd/80 <( 5'"'" PIPING DISPLACENENTS IN GLOBAL COOADlNATES POINT 13 135 DX (INCHES) 0.000 DY (INCHES) Oe 000 DI (INCHES)

0. 000 RX (RADS)

RY (RADS) RI (RADS) Oe 000000

0. 000000 Q. 000000 510 521 540 550 570 581 610 620 621

.024 .025 .034 ,Q37 .056 .100 .100 ~ 122 .122 .120 ~ 118 .'118 125 .QQQ o 000 .000 010 010 ~ 015 ~016 .026 ~ 048 048 ~ 055 .054 .048 ~041 041 .030 o 000 .000 oooo .012 .012 .016 .017 .027 .048 .048 .048 ~ 049 .052 .056 .ose .071 .00000'l .000001 . 000001 .000273 .000273 .OOO2re .000277 .000278 .ooo2ee .000266 .000188 .000187 "000177 .000164 000164 .000090 . 000006 .000006 a 000007 .000690 ,000691 .000727 .000733 .000767 .000734 .000734 .000087 .000093 .0001 12 .000138 .000138 .000207 .000002 .000002 .000002 .000382 .000382 .000378 .000377 .000369 .000351 .000351 .00036/ .000368 .000371 .000372 .000372 .000262 OSE ENVELOPE OF 312 CONT SHELL 311 I Co 313 SG YeFPDHP 6/28/80 MESTDYN PIPING DISPLACEHENTS IN GLOBAL COORDIHATES POINT I3 e4o eso ero 680 701 710 720 DX (INCHES) .130 ~ 132 .133 . 122 ~ 100 F073 ~ 014 ~ Q14 .000 .000 DY (INCHES) .029 .029 ~030 .031 .027 ~021 .005 .005 .000 000 DZ (INCHES) .074 .075 .075 .070 .059 .04e F 017 .017 RX (RADS) .000080 .000074 .000066 .000050 .000099 .000131 .000125 . 000125 .000000 .000000 RY (RAD5) .000163 .000134 . 000088 .000341 .000549 .oooerr .000724 .OOOr24 .000000 .000000 Rl (RADS) .000242 .000231 .000217 .0001'16 .000091 .000098 .000128 000128 .000000 .000000 SDTAR-80-05-08 tetPDM 4! Zd> do >(1' '" PIP IHe DIDPLACII)EHT8 Iu eLOBAL COOR DIHAIE 5 POItt T IS Sla 581 610 DR (IHCHI8) Q.OQQ ~04\\ ~041 ~057 .092 ~ 165 ~ 165 201 ~ 201 .198 ~ 'l95 .195 .206 OY (INCHIll) a.aaa oooo .a23 .023 .035 .038 .060 ~ 112 ~ 112 .129 .128 .114 .098 .098 .063 DI ( I((CHES) a.aaa .000 +021 .021 .028 o030 ~ 045 ~ 080 ~080 .080 .080 .085 ~ 093 .093 ~ 117 RR (R4DSJ aooaaaaa .000003 oaaa003 ,OQQ(O3 .000630 .000630 .000642 .000644 .000653 .000633 000633 .000423 .000420 .000396 .000369 .000369 .000192 RY (RADS t Oo OOOOQO . 000010 000011 e 000011 ~Q01137 ~001138 ~ 001198 .001208 ,Q01265 .001211 ~001 210 ~000145 .000155 .000185 .000228 .000228 .000340 RI (RA05) O. 000000 . 000003 ~ 000003 .000003 .000690 . 000690 .000689 .000689 .000687 . 000677 .0006rr 000741 000742 000752 000758 .000758 000531 SSE SEISHIC ANALYSIS Y6FPDHP 6/28/80 MESTDYH PIPItt6 DISPLACEHEttTS IH GLOBAL COORDINATES POI t(T I3 eso 670 rpl 710 720 SDTAR-80-OS-08 Dt( (INCHES) .214 .217 .220 ~ 202 ~ 164 ~ 121 oot4 .OZ4 DY (INCHES) .057 .055 .054 ~049 ~ 042 .032 +008 .000 DZ (INCHES) 121 .123 ~ 124 .115 ~ 097 F 076 BOZO .028 90 RX (RADS) 000166 .000152 RY (RADS) .000269 ~ 00022'l . P00149 .0001'DS .000188 ~ Q00188 .000000 .000000 000905 .001\\ \\6 .001193 . 00'l 193 ~ 000001 .000000 . 000134, 000145 . 000082 ~ OOOS62 RZ (RADS) .000489 .000468 000442 .000267 000213 .000199 . OOOZO9 .000209 .000000 .000000 ( arcarrai a DIspLAcl¹s¹T Or s.b. rbrprrla ej Mi Ao ~t)~a~+ PIPING DISPLACCNSNTS lN bL(OAL COOADINAf4S POINT l3 510 521 610 Da ( l¹CN8S) . 219 .219 .219 ~ 219 .19() .190 . 189 .167 ~ 118 118 .067 .058 ~ 049 .049 .0$ 0 DY (INC¹80) Oo00 -. QOO .000 . 000 -.Q02 -.002 o003 -.004 -.005 ".010 010 -. 006 -.006 -.003 " 000 -.000 .003 Dl ( IN(HIS) - oOQQ o 000 -)000 -. 000 -.009 -.009 ~ 014 -.015 -.024 -.048 ".048 -.032 -.031 -iol1 ~008 .008 .026 Ra (naD8) AY (RADS) Rl (RADS) .000000 e 000000 .000000 .000061 000061 -.000055 -,000054 .000044 -.000028 -.000028 .QOOD22 .000022 ~ 000015 .000005 .000005 ".000002 - o 00000$ .000006 . (OO(Ob -.COD67 7 -.000678 -.000723 -,000732 -,QQQ797 -.000872 -.000872 - ~ 0006P6 -i000683 ".000634 - ~ 000580 -.000580 ~ 000019 . 000001 ~ QQO(}Q1 000001 . 00027 7 .000276 . 000266 . 000264 .000245 .000198 ,OD0198 .DOO>>5 000114 . 000099 . 000086 .000086 .000011 Oe 000000 O. 000000

0. 000000 KXTKRNAL X DISPLACFHK¹T OF S ~ G ~

Y6FPDIX 6/30I80 HKSTDYN Ph PIPING DISPLACEHKNTS IN GLOBAL COORDINATES POINT I3 64O DX (INCH') .049 6$0 .o48 .047 670 .034 680 oo26 690 ~ 018 700 . 003 701 .003 710 720 ".000 SDTAR-80-05-08 DY (INCHES) .003 .003 .003 .002 .002 e001 .000 .Goo .000 .000 DZ (l¹CHKS) .026 ~ 025 ~025 .019 .015 ~ 011 ~ 004 .000 ".000 91 RX (RADS) -.000005 - ~ 000006 ".000007 -.000011 -.000011 -o000010 -.OOOOO7 -.000007 -.000000 .000000 RY (RADS) QQ0051 ~ 0000b5 ~ QQ0081 . 000163 .000183 ~ Qool ee ~ 000170 ~ 0001 7Q . 000000 .000000 RZ (RADS) .000009 .000008 .000007 .000001 -.QOOO01 ".000003 -.000005 -.00000$ -.OOQDOO .000000 TERNAL Y(VERY) DISPLACINENT Of So Go YbfPDI X 6/30'80 ~(S fD~>> PIPING DISPLACENKNTS IN GLOBAL COORD14ATES POINT 13 DX (INCHES)

0. 000 DY

(!NCHES) .Oes DZ (INCHES) 0.000 RX (RAD0) RY (RADS) Rj (RADS) Oe 000000

0. 000000

0. 000000 Slo S20 521 540 550 570 581 590 elo 620 621 630

.000 .000 . 001 F001 ~ 001 .Ml . 001 .001 .001 .001 ,001 .001 .000 .000 -.000 .06$ ~ 065 .065 ~061 <<061 .059 .058 054 .o44 .044 .031 .030 ~ 023 .015 015 .007 ooM .000 .000 .M3 . 003 . 003 .003 .003 .004 003 002 002 . 001 001 .000001 .000001 .000001 ~ 0001SB ~ 000158 .oooler .oooleB .000180 .000195 000') 95 .OOO184 .000183 .OooleB .000149 . 000149 .000086 -,000000 -. OOOOM -.000000 000011 .000011 -.000000 -.000000 -.000000 -.000008 -.000008 . 000009 -.000017 000007 -. 000031 000005 .000005 .000007 . 000007 . 000009 -.000069 - ~ 000069 -.000141 -.000143 -.000156 000010 - 0001 e5 .000010 . 000000 -.000165 -. 0001 79 .000009 '.000015 EXTERNAL T(VERT) DISPLACEFIENT OF SAG ~ YbFPDZX 6/30/80 NESTDTN PAGE. PIPING DISPLACENENTS IN GLOBAL COORDINATES POINT . 13 e4O 650 670 701 710 720 DX (INCHES) -.000 - F 000 - F 000 -.MO - 000 - ~ 000 .Mo -. 000 .000 DY (INCHES) .007 .007 .007 00$ .004 003 001 ~Ml .000

0. 000 DZ (INCHES)

".000 - 000 -.000 - 000 - 000 - 000 .000 .000 .000 .000 RX (RADS) .000077 .000074 .OOOOrO .000042 000030 .OOM19 -.000000 -.000000 .000000 -.000000 RY (RADS) -.000000 -.000000 -.000000 -.000001 ".000001 -.000001 ".000001 -.00000l .000000 -.000000 RZ (RADS) ".000171 -. 000167 -,000161 - 000124 -. 000104 ".000087 -.000055 -.000055 -.000000 -.000000 SOTAR-80-05-08 '2 EXTER¹AL I DI SPLACS¹4¹T OF S.G ~ YesPbl a 6/30/80 ~E 5 5 b~¹ PIPING DISPLACCHSHTS IN GLOOAL COORDINATES POINT l3 DX (IHCHCS) DY (INCHES) DI (INCHES) KX (RADS) RY (RADS) RC (RAD5) 133 o 000"

0. 000

,2O7 Q.QQOOQO

0. OOMOQ

0. 000000 510

. 000 -. 000 .000 .000 ".000 530 .008 .003 -.008 ~ 003 600 .004 -.003 .005 -.003 610 620 621 630 .024 .045 .045 .034 -.003 -.003 -.003 .001 550 011 .003 560 -.012 ~ 003 570 ~ 018 .002 580 -.028 .000 581 -.028 .000 .207 .207 .207 ~ 199 199 .197 .197 .194 189 .189 ~ 165 ~ 161 .123 .080 .080 .020 -.000002 -.000002 -.000002 .000069 -. 000069 -.000057 -.000054 -.OOM33 .000008 .OOOOOB .000179 .000179 .000178 ~ 000169 .000169 .000053 -.OOM02 -.000002 -.000003 -.000221 -. 000221 -.000224 -.000224 - ~ 000211 -.000090 -.000090 o 001201 ~ 001207 .001276 001286 ~ 001286 .000000 .000000 F 000000 .OOO12e .ooo12e . 000122 .000121 .000114 .000094 .000094 .000095 .000095 .000089 .000081 .000081 .000406 -.000005 EXTERNAL I DISPLACEHEHT OF SAN YeFPDIX 6/30/80 HESTDY¹ ) PIPING DISPLACEHEHTS IH GL08AL COORDINATES POINT 13 640 DX (INCHES) ..025 esO .022 ,018 670 701 r10 .002 001 -. 001 .001 .001 .000 720 ~000 SDTAR-80-05'-08 DY (INCHES) .002 .002 .003 .004 .003 002 ~ 001 .001 .000 Dl (INCHES) ~ 016 .014 ~ 012 .004 .002 002 . 002 ~ 002 ~000 93 RX (RADS) .000043 .000039'000034 000006 -.000003 -.000008 -.0000'11 -. 000011 ".000000 0.000000 RY (RAD5) .000337 RI (RADS) ".000009 .0002r3 .000084 .000027 -.000002 -.000005 - 000005 F 000000 -.000000 -. 0000'I 2 -.000021 -.000023 -.000023 -.000021 ".000021 -.000000 .000000 .000308 -.000011 YdfPbt X e>>O/80 ~E 5 trav PIPING DISPLACLHKNTS lN GLOOAL COORDINATES f'OINT 13 510 520 SZ'1 540 550 570 580 581 610 620 621 DX (INCH%5) 0.000 -.000 .000 ".000 -.001 -.001 ".001 -.OOZ -.002 -.003 -.003 - 001 -.001 .001 .003 .M3 ~ 002 DT (INCH%5) Os000 .QDC +000 .000 "F007 -.00'7 -.009 -.009 -,012 -.018 018 019 " 019 ~016 -.013 "o013 -.006 Dl (INCHES) 0,000 .005 .005 iGDS .Oie ~ Ol < .014 ~ 014 .014 .013 ~ 013 .011 011 .009 .00'1 AX (RADS) RY (RADS) .ODQM3 0.000000 +000302 .000302 .000302 .000127 ~ 000126 .000118 ".000000 -.000000 -.ODDOM ".000027 -.000027 -.OOOOZ6 .000103 -.000023 .OD0080 .000012 ~ 000080 000017 ~000017 000016 .000017 .000017 .000005 -.000012 .00008( .000084 000089 .000089 .000089 .00002S ~ Q00116 QQ0026 Rt (RADS) .000000 .000000 .000000 .000000 ".000002 -.000002 .000003 .000004 .000012 .000036 .000036 .000095 .000096 . 000103 .000106 ~ 000106 .000084 EXTERNAL X ROTATION Of SAN YdfPblX 6/30/80 NKSTDYH f'lf'ING DISPLACf HAUNTS IN GLOBAL COORDINATES POINT I3 640 650 670 701 710 DX (INCHES) .002 ~ 001 .001 QM -.000 -. ODD 000 . GOD -.000 .OOD DY (INCHES) ".005 " 005 - MA - QOZ -.001 -.001 -.GOO - GM 000 .000 DZ (INCHES) ~001 .Ml 001 .000 GGO 000 ~000 000 000 % OM RX (RADS) oOOOM3 .000001 " 000000 -.000007 - 000007 -. 000007 ".000002 -.000002 -.000000 000000 RY (RADS) 000023 .000021 .OOOD19 .000006 .000002 -*000000 -o 000001 -.000001 000000 -.000000 Rl (RAn5) .000079 .000076 .000072 .000049 .000039 .000031 .0000lf .000017 .000000 .000000 SDTAR-80-05-08 (STERNAL t ROTATION Ol S ~ Go TOFPDIX b/$0/SO PIPING DISPLACSNSHTS I¹ GLOQAL COORDI¹ATSS POINT I3 $ 10 520 $ 21 550 570 581 610 620 621 630 DX (l¹CNCS) 0.000 -. MO .000 -.000 .00$ .00$ .oor .OOB .010 .010 .010 . 010 . 010 .010 .010 .009 DT (INCHES) Oe 000 -o000 .000 -.000 .001 -.001 -.001 -.001 -.001 -.003 -o003 -.002 ".002 .001 -.000 -.000 .001 DZ (INCHES) ODOM F 000 ".000 -.000 .003 .M3 .004 .004 . 005 .005 .005 .006 . 006 .006 .006 .005 RX (RADS) Oo OOODDD . 000000 -.000000 -. 000000 -. 000016 -.000016 -.000014 ".0000'1 4 - 000011 -. OOR$ 6 -.000006 .000007 .000007 RI (RADS) RT (RADS) . 000000 . 000000 . 000000 .000072 .000072 .000070 .000069 .000065 .000054 .000054 .000031 .000031 .000028 .000025 ".000025 .000006 , 000266 .00026$ .000265 ~ 000086 ~ 000086. .000073 .000070 .000051 .000024 .000024 -.000010 -.000009 . 000006 -. 000005 -.000001 -.000001 .000026 .000004 .000004 -.000003 . OM267

0. 000000 EXTERNAL Y ROTATION OF S.G.

Y6FPDIX 6/30/80 NESTDTN PAG PIPING DISPLACEHENTS IN GLOBAL COORDINATES POINT 13 640 650 670 690 701 7,1 0 720 DX (INCHES) .009 .008 .008 .005 .004 .002 .000 .000 ".000 -.000 SOTAR-80-05-08 DT (INCHES) .001 ~ 001 .001 .001 .000 .000 .000 000 ,000 .000 DI (INCHES) . 005 .004 .004 .003 .002 .002 .001 .001 . 000 -.000 RX (RADS) -.000003 -.000003 -.000004 -.000004 -.000004 -.000003 -.000002 -.000002 -.000000 .000000 95 RY (RAD5) .000028 .000028 .000028 .000030 .000029 .000028 .000024 .000024 .000000 .000000 RI (RAD5) . 000005 . 000005 . 000005 . 0000/) 2 . OOOGOc .Oooor,1 .000000 -.000000 .000000 .000000 EXTERNAL I ROTATION OF 5 G ~ Y6FPDIX 6/)0/40 Wf STDxH POINT l3 5'lo 520 521 530 540 550 570 581 610 62O 621 PIPING DX (INCHES) 0.000 -F000 -.000 -.000 ".001 ".001 ".001 -.001 -. 001 -.MO -.000 -.000 -.000 ".MO -.000 -.000 -.000 DISPLACKNKNTS DY~, (INCHES) Oe 000 ".000 .OM -.OM .OM ".000 -.000 -.000 - 001 ".001 -.001 -.001 -.001 -,001 -.000 -.000 -.000 IN GLOOAL COORDINATES DZ l (INCHES) 'i000 '~!ooo .000 '.000, .000 .000 .000 .000 .000 .000 .000 -000 .000 .000 .000 .000 -.000 RX (RADS) RY (RAD5) Rt (RAD5) .000000 .000000 .000000 .000001 .000001 .000001 ~ 000001 .000001 .000001 .000001'000001 .000001 000001 .000001 .000001 .000001 o 000000 . 000000 . 000000 .000003 . 000003 .000003 .000003 .000003 . Q00003 .000003 .000002 .000002 .000002 .000002 .000002 .000000 . 00001 5 . 000015 ~ 000015 .00001 2 ~ QQ001 2 .000011 ~ QOQ011 . 000011 .000010 .000010 . 00000dt . 000008 .000007 .000007 .000007 .000003 ~ 000000 0>> 000000 00001 5 EXTERNAL Z ROTATION OF

SAG, Y6FPDIX 6/30/80 VESTDYH PIPING DISPLACENENTS IN GLOBAL COORDINATES POINT I3 640 650 670 640 690 VM 701 710

'720 bx (INCHES) -.000 ".000 -.000 -.000 -.000 -.000 ~ LNhr -.000 <<.000 DY (INCHES) .000 .000 .000 .000 000 .000 .AW -.000 .000 -.000 Dt (INCHES) -.000 -.000 -.000 -.000 -.000 ".000 ~ cvLt -.000 -.000 .000 RX (RAD5) -.000001 -.000001 ".000001 ".000001 -.000001 -.000001 -.000000 - 000000

• 000000 RY (RADS)

.000000 -.000000 ".000000 -.000000 -.000000 -.000000 ' AWXNV -. 000000 -.000000 -.000000 Rt (RADS) .000003 .000003 .000003 .000002 .000001 '.000001 A'AV' 000001 .OoiXNS .000000 S DTAR-80-05-08 V EXTERNAL X DISPLACEHEHT OF CO¹TAINNSNT TDSPD70 ri )I80 <<t)" 'OINT I3 510 521 550 5'70 581 610 ezo 621 630 PIP INO DX (INCHES) 0.000 o000 .000 .000 .000 .MO 001 .023 .024 .032 .040 .040 .043 F000 -.000 e 002 .002 <002 .002 001 001 - 001 -.001 -,001 -.002 ".002 -.000 -.000 -F000 -.002 .002 .002 -,002 -.002 -.000 -.000 -.011 -.013 -.028 -.046 -.046 -.059 DISPLACEHENTS IN GL(rOAL DT Dl (INCHES) (INCHES) Ooppp 0,000 ".000 L ! .000 COORDINATES RX (R4D5) RT (RAD5) Rl (RADS) - ~ 000000 -. 000000 -. 000000 -. OMOQO - o 000000 -.000000 -e QQM01 -.000001 -.000001 . M0018 -.000018 -.000013 -. 000012 " 000004 ~ .000012 .000012 .000079 .000079 ~ 000081 .000079 .000079 .000017 .000008 . 00001 7 . 000022 .000023 .000038 .000093 .000094 . 000008 . (rQQM9 .000009 000011 . 000013 ~ 000013 .000028 .000029 .000029 .000029 . MPQ29 . 000003 . 000510 . 00051 2 .00052Z .000501 .000501 .000020 -.000200 0,000000 0.000000 0.000000 EXTERNAL X DISPLACEHENT OF COHTAINHEHT T6FPD70 7I 3/80 PIPING DISPLACEHENTS IH GLOBAL COORDIHATES POINT I3 DX DT (IHCHES) (INCHES) DZ (INCHES) RX (RADS) RT (RAD5) RI (RADS) e40 .048 .000 ".057 ~000016,-.000246 .000001 650 ~ 051 .001 -.056 ,000014 -.000264 .000001 .055 .001 -.054 .OQQ012 -.000287 - F 000000 67Q 680 .089 .109 F 001 -.037 F 000002 -.000387 - ~ 000005 .001 -.028 -.000001 -.000401 -.000006 .126 .1$ $ .001 -.020 -. 00$ -. 000003 -. 000004 -.000393 -.000007 -.000330 -.OOMQ7 701 .155 .000 - 005 - 000004 -,000330 oOOOM7 710 .161 .000 '1000 iOQ0000;-"~.. 4000000 '000000 720 .161.~ fAgg;i".c~~v,".e~+z'-',+~ Pgppy>~~~"...%OOOO,, -.000000 44 5 'k '5>> 44 4 kBiP ~P+Q~SNV'i L+~'1 'Span g~)ej "l&a4E>'o. (~a'1 >(w > ' c I E AHA< T I YEATS DISPLA(ENENT Of COHThlNTIEN'I 'fef PDro r I )/e(l vl 1 f I +< POINT l3 133 510 521 530 5CO 550 5ro 580 581 610 620 621 P lf'IHG DX (INCHES) 0.000 -.000 .000 -.000 -.000 -.000 ".000 -.000 ".000 -.000 -.000 ".000 -.000 ".000 -.000 -.000 -.000 DISPLACEHEHTS DY (INCHES)

0. 000

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0. Ooo RX (RADSi RY (RADS)

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0. 000000

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3.0 REFERENCES

Isometrics Flow Diagrams C-381-350, Sheet 1,

Rev.

C h.

33013,-534,, Rev.

1 R. E. Ginna Seismic Upgrading Program Criteria Document, Rev.

0, 4/2/80.

Piping Specification

55291, 12/23/67.

Orthographic Drawings D-304-014, Rev. IV.

Main Steam Safety Valve Set Points Data from RGE.letter dated 10/15/79.

Support Drawings:

B-381-401, Sheet 1,

Rev.

1 B-381-401; Sheet 2, Rev.

2 B-381-402, Sheet 1

B-381-402, Sheet 2

SDTAR-80-05-08 101

APPENDIX A ALLOMABLE STRESS The allowable stresses 'for use with equations (ll), (12), (13) and (14) of the Summer Addenda>

Power Pi in ANSI B31.1-1973 have been determined in accordance with the requirements of Section 102.3.1C of B31.1-1973.

Specifically, SA = f (1.25Sc

+ 0.25 Sh)

(1)

SA

=

allowable stress range SC

=

basic material allowable stress at minimum (cold) temperature

. from the Allowable Stress Tables.

Sh

~

basic material allowable stress at maximum (hot) temperature from the Allowable Stress Tables.

T f

=

stress range reduction factor for cyclic conditions for total

number, N, of full temperature cycles over total number of years during which system is, expected to be in operation, from Table 102.3.2,C.

The Allowable Stress Tables are in Appendix A of B31.1-1973.

If not all cycles are full temperature

cycles, an equivalent number of full temperature cycles. is used to determine f.

E 1

1 2

2

"'n n

5 5

5

2) where NE

= number of cycles at full temperature

change, ATE, for which expansion stress, SE, has been calculated by Eq. (13).

n N1 ~

N2

~

~.N

=

number of cycles at lesser temperature

changes, bTl, AT,...bT rl, r2,...rn

= aT1/ATE'T2 ATE..bT/ATE SDTAR-80-05-08 102

Applicable values for this system are summarized in the following table.

Operating Mode i N; 'w Tn r

~

N **

1 1

~

/Pg P pusrvZI" 2.

Zp /<ay rains rT'l)P7 3.

6.

r.

=

1 for the mode with aT.

= aT 1

i E

N44 7pOO

~This value is N

for the mode with AT.

= aT E

i E'sing this value of 0, f as obtained from Table 102.32,C is / O According to the indicated references,. the materials used and the basic allowable stress and the allowable stress range from Eq.

(1) are:

Material As7rn. 4l~s <5 l.

C-)QUES'an c&S 2.

Ref.

/Jcp< E7Ai C C -3 E/ -35'0-/-C s

/Zq pod Sh

/ZJ'ko Ref.

A 831.l page /3 i'ydo0 3.

4.

SDTAR-80-05-08 103

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~ ~ C/l C7 I CD C) I CA I CD CD MAIN STEAH DEAD HEIGHT CO 1Q ~ DE EX NOTE PAGES VERSION 2 ~ 2 IPSE COUHT = 51 520'20'70'5 ~ 3c 5'583.2'9.085':: 3250.1'2.6914'250. 1 '250.1 '9. 085 '250 1'250.1 '31.8353'250.1'70'80'80'OTE COND 1 ACTIVATES THE HORHAL "PERATIHG CONOITIOH AN 720'3.~lrl '7.767 '25.3279 ASME SECTION III SUBSECTION HB WINTER 1975 INITIALLY ASSUMED cn RE 720'. 1 ~ LU 133'26.210) '4 Qr 'l4 231 IH 133'27520. '27520, '27520. LUMP -26.2087'H I 7583.2'29.5182'OFPDKH 6/28/dp .MESTDY4 ' LUMP IN LUMP IN LUMP IH LUMP IN LUMP IN l.UMP IH 610'27.47%81 610'490.7'20'24.7735'20'490.re eeo'17.7842'60'808.1'70'13.8016'70'808.1'690'10.0937'90'283.3'OO'6.88i4'00Y 3283 8.429'490.7'8.134'490.7'7.767'808.1'7. 767 '808. 1 '7 rers 3283.3'r.rely 3283.3'.616C '490.7'.9352'49Q. 7'. 8816'808. 1 '9.0472'808. 1 '16.6501'283.3'23.2351'283.3'OTE-NOTE AN RE AN AN MODEL SIlE FOR SEISMIC RUN-OYHAMI RGE/HEP LOOP 101 '.0000'01'. ~ llo2'e.41r ~ 1193'6.22hl 0.000'.0000'. -3. 4844 3.8154 C OOF = 27~ STATIC OGT = 27 MAIN STEAM DEAD MEIGHT Yefi'Dxv 6/ >0/C'.i ic II:,i4 LU IN 109' 109 ~ 113'13'19'19'13. 7289 ' $950.0

21. 1294

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0. 270 47I1.0

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3. 3618 11816.

4 '559 88741. I.5559 4?709. 4.5559 74650. 4.5559 e.o4eo 9432.0 5.I 187 IH SE PI 101'89'102' 2102.0 150.0 2102.0 70.00 2102.0

26. 10

~ p ~ 0 NAIH STEAN DEAD HEIGHT YefPDKlI DI?blblr QlslDI'. EH ER FL1 FL7 101 '01'02'02'nv I -5 5040 2.4753ES'.AF9I 26.05 -2.9884'.0856E8'.13 ~ 484.0

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3. 3418 11814.

4.5559 8874 I. C.5559 47>09. 4.5559 74650. 4.5559 6.0460 '.9C32.0 5.4187 IH SE PI 101 '89'102'102.0 150.0 2102 ~ 0 70.00 2102.0 I 26.10 -0. -0. HAIN STEAN DEAD MEIGHT Y6FPDKM 6/28/80 MES(Din c CH CR F (.1 FLZ FLC FL5 F(.6 101'02'5.5040'01'02'.C753E8'01'0Z i ~ 1 PE9l 101'02'.0856EB'01'0R '010 102' 101'02'6 F 05 -2.9884'4 '856EB'.7817EB'.13 '84.0 7.8257E11'047E l 1 '.4500Elo' ~0047E11'.6?438 ('*~*THE SUPPORT CARDS ABOVE ARE REPRESENTED BY THE 2.47530OE+08 0. -4.085600E+Od 0 1.000000E+09 0. -4.085600E+08 0. 7.781700E+08 0. 0. 0. O. 0. 0. 0-0. 0. STIFFNESS HATRIX 0.0. 0. 7.825700E+11 0.4.004700E+ll SHOMH BELO'M O.0. 0.0. 3.450000Et10 0. 0.0.0.4.004700Ei >> 0.?.6?4350E~>> CH CH CR SE CH CR SK 102'102'102'102'102'102'103'103'1 00 -.913 100 11.00 C9, -2. 25 1.0 Z5.50 25.6 -.496 ~ 25 4 -0. 7.25 65. 4E6'O. 542.0 2.2 -5 a* ~ +THE SUPPORT CARDS ABOVE ARE, REPRESEHTED BY THE 1.000000E-ol 0 0. O. 6.540000Et07 0. 0. 0. 1.00$ 'OOE "Ol 0. 0. 0. 0. 0. 0. 0. 0. 0. STIFFNESS HATRIX 0. 0-0. 1.000000E-01 0.0. SHOMN BELOM 0.0.0. 0.1.000000E-01 0. 0. 0-0.0. 0.1.0000008-01 CR SE >>03'102 '102'102'09'03'1 ~ -1.6045

34. 21

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-0. 542.0 p <<p 89.49 ~ 0 116.53 1 885 -p. CR HA CR 113'14'15'14'15'16'.'7004'.6327'37Z'Bse'.3803'.3436'res 1.594'R CH CH 116'17'.0053'3.00 .008'.0CO ".0029'5.50 25 6 -p. 7.25 p 542eP -p. p.npq CR CH CR SE PI . CR 117'id'19'19'18' 119'29'29' 7417'20.0 "3.0003'29. 3 1 006'0.00 4 069'0. -3 35 " 4027' ~ -1. 6290'0. ~ p <<0 SEC CH CH 119'23'29.25 30.00 ZS.B>> '.37 513. 0 CR CH CH CR CH CH 119'21'21'22'.0000'.0000'27.00 1.S846S 3'5 6.5834 2 62 0.0000'6 84 0.0000'6.3 6.87 7.05 357. 2 443.8 HAIN STEAN DEAD MEIGHT 0.0000'6FPDKH 6/28/80 HESTDYH CR NOTE SEC CR CH 122'GE SGUS 123'23' 'sc ~ 123'ODE 123 133'24 '.0000'>> 0000'47.62 n nnnn>> 2'226 3ebt A ttC ~ 0.0000' AAAA>>

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<<0 E16.) E.dh) ~ 0 CR Hh .CR 113'14' 7004' . 37i ' 3803'14'15'15'id'3a7I ~ ~ BSQ' ~ 3436' 47.5 1.)94'R CH CR L'H CR SE CR SKC CH CH CR CH CH CR CH CH lid'17'OS3I I I 43 QQ I I I 1'l7I 110I ,7417' lap 0 I 118'19' 0003'19'29'29<<3 119'29' l9'23'29.2S 121 ~ P OOOOI 12'1 '22'.0000'27.00 .<<QOQ',QQO' 1.006I 10.QO4,069I 30<< -3<<3S 1 ~ 58465 3.75 6 5834 2.62 -.0029's.so as<<6 .4027'. 1 ~ 4290'S.BS 0.0000'6.ec 0.0000'6.3 <<p 7.25 <<p 6.87 7.P5 -0<< 542.0 "0. 513.0 357. 2 443.8 <07 '5129E+07'3042K+03' 6482E+08' 30C2K+03'617E+05'.4320K>07'6482Eipe'.4320K>07'1470Eill' 51 81K+ P5 << .4372E+05'.4499E+07'.9588t+08'.2174K+07'.68elE lo ST 5 ST 6 NO 119'Z9'.2207E+05'19'29' 1097K~07'G LONER SUPPORT - 129 . 5181E+05 9588K+08'4372K+05'<<217CE407'. 4499E+07' ~688lE+10'1539K <<09 ~ Z879E+07 '.2879K+07'ZESCE+11<< I/ ~ r ~ <<<<IW<<

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~ }7 .6856K<04'.1$ 3$ ai03'.1307Ei05'Zlela 07. ~ 1$ 3$l>03' l 307K~05'2181 K +07 '.7207t +II'} 1298~07'3042f<03'304SCi03'2617Ei05'6480ai08'.4320Ci07'6482K%OS'.432OEI07' 1470K+1 \\ ' S 1 81 t F05'4372K~OS',4<99K F 07'.697t ~07 '.PSBBt+OII'. 2}i 74t '07'bb'It ~ "1 ~ ST 5 sT e 119 ~ 129'.ZZOFCi05', .1097ei07'G L.O¹ER SUPPORT 129 . 5181E405 I '-.,9548K i04'4372<~05',2174>~07 ~ -.4499K+07'081K F10 .1539K+OP '.2879K~07'e 7 PE ~ f; I .215CE ~ /) Cl I CO CD IID ID CO NAI¹ STEAN DEAD QEIBHT YbFPDKM b/28780 ¹ESTDYK 6.856000K 03 -1.535000K~02 -1.307000E+04 2.181000K+06 -'1 535000K+OZ 5.1Z9000E+06 3.0C2000E+02 bo482000E+07 -1.307000E OC 3 OCZMOE+02 2 617000E+OC -4 '20000E+06 Z.181000E+06 e.482000E+07 -4.320000Eipe 1.470000E+10 -2.207000K+04 5 ~ 181000E+04 4.372000K+04 -4.499000E+06 1.097000Etpb -9 588000E+07 -2.174000K+06 6.881000K~OP SECTIOIiI 1'19'43'H "0. 0 26.10 CH 1200 '00 CR 119'40' ~ 4350'4.069'H e e 43 00 s 6 000 26.05 2.3931'0. ~ ~ ~~THE SUPPORT CARDS ABOVE ARF. REPRESFHTKD BY THK STIFF¹ESS NATRIX SHOQ¹ BELO¹ -2.207000K+04 5.181000E+04 4.372000E+04 4.499000E+06 1 539000E+08 -2.879000E+06 -0 7.13 "0. -0 48C.P -0. 4 ~ ~ p 1.097000E+06 -9.588000K+07 -i?.174000K+06 -6, 881000E+09 -2.879000K+06 2.154000K+10 FR CH CH 140'41 '.6021'7.63 1.006'. 313 5913 25.70 25.7 -0. 9.76 "0. 484.0 -p. 1 i?C.98 CR HA TA SECT IO¹ CR HA 1C1'42'42'43'43'C4'42'43'43'49'44'45'.4212' 1652 -.1657'.703'.635'- ~ 637' ~ 4131 '618' ~ 1627' 46.0 I I 46.0 1.408'.817'R FR CH CH CR SECTION FR CH CH 147'49'49'53'49'50'CS' 146'47'.0000'.0000'6.56 0.0000'.0000'7.63 -.908'.010'.673 1.379'1. 379'.313 0.0000'.0000'. 0.0000'. 0000'0. I -0. -0 p "0. -0. lOC. 14 ~ p128.44 CR Hh TA 1SO'51 '51'51 '53'53'.0000' 3776' ~ 998 I I 1.251'o 0000' ~ 1927'1 ~ 25 2.651 HAIK STEAN SECT ION CR HA CR FR DEAD I(EIGHT 1S3'59'S3' S4'54'5S0 155'56'56 ~ 157 ~ ~ 3780' 6005' 0028' -1 ~ 252'.000',000'.1941'1 ~ 25 l.8952'009S'eFpDX¹ 6728780 KKSTDYK pI

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2. 65'l COLIN STEAH DEAD HEIGHT Y6FPDKII 6/28/80 WESTDYH PA SE.CT IOH CR HA CR FR CH 153'53'54'55'56'59'54'55'56'57'

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0. 5 0.0000'.001 0.001 CH CR HOT E RGE 168'69'UB COLUHHS 80.0O.OOOQ'.2 3 5417 I

O-OQOQ 'T 1 ST 2 ST 3 ST 4 ST 5 ST 6 168'68'68'68'68'68'69'69'69'69'6'9'69'2025K+04'- ~ 5936K+02' 1162E+05'.1324K+07'1649E+04'2414E+06'.5936EipZI ~ 1093E+08' 3405K>030 ". 3104K+09' 6943K>050 -.5703E+08'162K 005 I -.3405EI030 .6665E005'.7598E+07'9461E+04'1385K+07' 1324E+07'.3104K+09'7$ 98E007' 3144E+11 '1302E+08' 159OE 010' 1649K+040 .6943E005'9461E004' 1302K 08'1364K+090 -.9898F006'414K+06 5703K+08 ~ ~ 1385K+07'159QE010<< -.9898E006'1962E01 1'AIR STEAH DEAD MELGHT Y6FPDKH 6/28/80 MESTDYH PA( 0 ~ I ~ THE SUPPORT CARbS ABOVE ARE REPRKSKHTEb BY THK STIFFHKSS MATRIX SHOlOI BELOM 2.P25000K+03 So936000K001 le 162000Ei04 1 324000K+06 1 649000K+03 ~ ~ 2-414000E+05

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'.0 (jej CR IIOTK RGK ST ST ST ST ST 5 ST a 10) '66'48'68'bd '48'48'68'49'4'9'49'49'l49'49'48'49'VRP COC.VHDIS 0.0000' 5 0 0000'0 00,0000'e 5417 ',0000' 2025K>04', 5934K>02";1162 K ~05 '.59540+Ot'109)K408'.5405K~03' 11424+05' 3405K>03'665K >05'.15iaKior',5104K<09' .'7598K+07,'1449Ki04! .6943Ki05' .9461Ki04't414K+06'.5703K~OS'.'1585K<07'. 1524K~07'3104KtOP'.7598K>07' 3144K+ 1 1 '1502K<08' 1590K+10' 16CPE<OC' 6945Et05'946lf.+04' 1302E+06 .1364K~OP',9898F+Ob'i )Cl ~ 'p'.l/Vsl ~ ~< 1565E+i 15@ -.9896K+06'1942K~ >> C) IC) HAIH STEAH DEAD HEIGHT + ~ +iTHE SUPPORT CARDS AMVE ARE IIFPRESEHTED SY THE 2 025000K+03 -5 936000K~01 1 ~ 162000K+04 -5.956000E+01 1.093000E+07 "3.405000E+02 1 162000K+04 3.405000K+02 6 66500OE+04 -1.324000K 06 3.104000K~06 -7.598000K 06 1 6C9000K 03 6.943COOE+OC 9 '61000K+03 2 414000E 05 -5 705000K+07 1.385000E+06 STIFFHESS HATRIX -1 ~ 324000K i06 "3i104000E+08 -7.598000K+06

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-5.703000E+07 1.385000F+06 1.590000E+09 -9.898000K+05 1.962000E+10 YbfDDKN 6/26/60 NEST>>x SEC CR CH CH CH 169'73'69'.70B 63 3 65 26.625 26.625 9.584 9'84 325.0 325.0 >>2'73'75'73'77'74'.0000'.0000' ~ 4417 0.075 0.0000'.0000'H CH CH 37.44 '.43 27.64 27.64 6.424 6.424 150.0 150.0 CR CH CR CH CR SEC CR SECTION CH CR FR CH 174'75'77'177'69' 169'80'7S'76'77'78'76'S3'80'81'.0000'9.8 O.OOOO'8.3 0 0000'.0000'0.0 .7770',0599'2.46

6. 6417 1.27 2.667 0.851 4.175 so 49167 I

7.2 0.000'.000'. 373 0.0000'.0000'.0000'.0000'S.r 2.4544' 4877'0. 9,76 -0. 4S4.0 "0. -0. CH CR CR 1 dl '82'82'83' 3748'.3748'.000'.000'5.7 .2285'.2285'.76 48C.O - '2.35 HAIX STEAH DEAD NEIGHT Y6F PDKN 6/26/60 NE STD YX > ag I SEC TIOH CR FR 163'65'64'69'64'85'. 3746'.3748'. 000 '.000'285' ~ 2265'H CH CR HA TA SE I 165' db'66'S9'86' 1S9'- 189.'.'1930 I 33.56 ~ 5426' 3517'.031 0.000'e000'0. ~ 0 .0524'.1174'9.0 '. I 0 ~ 93 F 98 1.623'

OIOOQO' 1% ~ 1 rr' 1 rsr 174'r0000', 4417 I O,ors Or OQOQ'. 0000 'R Cv CR C/l CN CR SKC I CR SEC TIOH g CH Ig CR FR CH CH CR CR 174 '75'.0000'9.0 lrS ~ 176',0000'8 3 1 ra' r 7'.0000'77'78' 177'78'ioooo'69'83' 80 Q 'l69'CO'7720'80'81 ' IQS99'2.46 181'82' '748'8Z'83' '748'I6417 1',Zr Z.'667 QIOM ','l75 I I X ~ 0.000'.000'.4916r ~ 7.2 0.000'.000'.373 err 64 Zr.64 0.0000'.0000' O,OOOO'0.0000'5.7 2 '344':4877'0.'5.7 -.2285'.2285'r424 6,424 9.76 -0. 9.76 1 so. 0 150.0 484,0 ~ <<0 484.0 Or 82.35 HAIN STKAH OKAO 'HEIGHT TeFPDKIJ 6/28/aD vESTDTH i A" SECTI(84 CR FR CH 183'89'83'84 '84 I 185 I 185'86I 2.3748' 3748I 33 56 ~ 5428'.000'.000'. 031 0.0004 -.2285'.2285'0. I ".OSZ4'0 ~ 0 ~ Q93.98 h TA SE CR HA CR 186'89'86'89'3517'.000'89'193'89I 190 I .3530' 000'.1178'90'9'1 '91'92'esse'.000'.2795'9.0 39.0 1 '23',319' ELBOH RADIUS REDUCED TO 38.850 IHCHES FR 192'9e'ooar CH 51 00 '1.00 -.0055 26.10 -0. 0 ~ 0 CH CR SK 196I 1193'193'193' ~ 956 26r05 1 198 I 7.13 '84.0 '.ppl CH PI CR SK 1193'194'193'194'00. 49 -2 25 1.0 I 254 7,25 I 65 4E6'42 2.2 ~~<<iTHE SUPPORT CARDS ABOVE ARK REPRESEHTKD BT THE 1.000000E 01 0. 0. 0. e.s40000E+07 o. 0. 0.

1. OQOOQQE-01 0

0. 0. 0. 0. O. 0. 0. Or STIFFHESS HATRIX 0 00. 1 000000E"Ol 0 0 SHOMH BELOM 0.0.0.0. 1.0000008-01 0. 0.0. Or0.0. 1.000000K-01 CR 1194'193'.ZS SE PII'193 I 101'1 l ~ ~ Ze.os F 13 484. 6/28/8Q HKSTDYH PAGE

+C 51.(>0 4 ~ vU ca. l0 '0. -0 ~ ST ( CII 196'193'193'193'93> ll 'l ~ 9$ 4 'I 100m I'9, ikst$ 26005 >>1 ~ 198 'i 2$.4 I

7. 13 7.?5 4 8g,)

~, ~ ~ q i l 542. SK 1'l93'194 I w 1 Q <<<<<<YHE SUPPORT CARDS ABOVE ARE REPRESENTED BY THE 1.0ONXA%&l 0<< 0, O.

b. $ 40000%&7 0.

0 0. 1.000000E 01 ~ 0 0. Oo 0. 0. 0. 0. Q. 0. STIffNESS HAYRICK O. ig., 1.000000E 01 '0. l0.'$ i4Eb'HOMN btLOM Oo0.0. Oo 1.000000E-01 '0. O.0. C.0.0. 1. 000000E -01 SE CH 1194'193'193'01' '5 51 ~ l ~ 26.0$ 7.13 I 484 ~ HAIN STEAN DEAD MEIGHT Y6FPDKM 6/28/80 ~ESTD<> CR CR FLl 1193'93'93'94'93'94'886 0012.9169EB'. 543 ~ 001 4 3405EB'94'.0E9'94' 3405E8'94'93 '93'93'.3401E8'TIFFNESS HATRIX 0. 0.0. 7.39830QE+11 0.4.245600E+ll FLZ FL3 FL4 FL5 193'94'Lb 193'94'*<<THE SUPPORT CARDS ABOVE ARE REPRESENTED BY THE 2.916900E+08 0. 4.340500E+08 0-1.000000E+09 0. 4.340500E+OS 0.

7. 340100E+OS 0.

0 0. 0 0 0. 0-0. 0. -4 ~ 2456E1' 3.Q717E11'HOMN BELOM 0. 0<<0. 0. 3 ~ 650000E+10 0. O.0. 0-4. 245600F+11 0.3.07'l 700E+11 7.3983E11' 6500E10'.2456Ell'H CR SECTION CH HA PR CH 194'33'01 '20'1'50 0 5.3401 '6.0999'00.600'.090E 03'2402.e 28. 300'8 300'0 00 '0. -3.2724' 0500'8 300< "0. 9<<11Q',110'0. 1.000E-01'0 301 494 '8603.'R CR CH CR SECTION CR EL CR RE CH CR IT 133'10'20'20'21'30'40'50'50'10' 520'7Q'21'30'40'50'60'60'-0000'Q 9999'.0000'.0000'1 644@'.548( 29.9999'1215'.143'<<084E 03'.266'.5000'010' 740'. 2500'.0000'.0000'.0000'.3706' 1235'2491'4 '80'0.000'. 250 42 452'4.932'AIN STEAN DEAD MEIGHT YbfPDKM 6/ZS/80 MESTDYN P CR SECTION CR 560'70'70'80'70'80'960) -2.3172'.0419'. 7$ 'll '

~, si: >,<,ig ~ 0, n.' ~0.0, 0. 0< ~ < t~ av>><t ~ ) 'I Uo 4 ~ 245600(>11 D ~

3. 6SOOQQC

~ 0. -<.24'<etl<J! ~ 10 0.3.0/ I ~004 ' CH Ca SK(T ION PR CH PR CR CH CR SKC T ION CR EL CR RK \\94'33'33'10'20'20'21'M>>'40'01 '20< 41'10'21'30'40'50'50.0 '5, 34Q1 '6.0999'00adoo .090C 03'.NNO'0,9999'.0000 I 0.0000'1.644I1 48L'2402. ';084K O3' 266',)000'i ~010' ~ '740'8, MO'0'00'.0000,'.0000'.0000'. 370b'.123$ '0eOO 3,2724' 9.0500' 28.300'. 9,110'.110'4.780'0.000'0. ~ O 1.250' ~ OOPE-Q1 '01. 44<>> '8603. 'Z.CS?'H CR IT 550'50'6Q'60'9,9999 ~ ,1215'.1C3' F2500'491 '4.932'AIN STEA¹ DEAD WKI6HT YbfPDKW 6/28/80 HESTDYH Pi CR SECTILE CR 560'70'70'80'70'80' ~9960'.04190 -2.3172'.7511 'O SECTION CR ,'(<L DY¹S7 570'80'80'10'80'81'81'90'90'00'90'00'. 7401 ~ ' -1 ~ 6C40'.5777' 391 ' 1610E+06'748E400'. 3.3706'.7453'4629E+05'. 4C.900'7570E+03'. .3631E 07'3687K+03'YIIIS7 DY¹S7 DY¹S7 590'00'90'00'90'00'6748K+00' 7000K+01'343E+01'4629K+05'5343K+01' 1331K~05'7570K>03' 1490K+03'3737E+03'.1490E+03'373'7E+03'4953K+02'.9380E 03'.7289E 02' 104 3E>>07' 1820K+03'.8165K+03', .242/E+02'YMS7 DYMS7 590< 6m< 590'00' 3631E+07'.9380K+03'1043E+07' 3687K~03'.7289K+02'1820E+03'.8165E+03'Z4Z7E+OZ'190K+08 '.4004K+03'. 4 00 4E 03' 1147K+02 '~~<<THE SUPPORT CARDS ABOVE ARE REPRESEHTED BY THE 1 000000K-01 0. 0. 0

1. 000000E-01 0.

0 0. 1 OOOOGQE-01 0. 0. 0. 0. 0 0. 0. 0. 0. STIFFNESS MATRIX 00.0. 1.000000K-01 00. SHOWN BELOW 0.0.0.0.1.000000E-01 0. 0.0.0.0.0.1. 000000 K"01 CR SKCTIOH CR SECTION CR EL CR SH¹SB 600'10'10'20'10'20'20'60'20'21'21'30'30'40'30'40' 4336'.7033' '546'.6305' ~ 266',295' 366'.3$ 0f. 05' ~ 1870'.3188'. 6357 -5.3924'4.900'O SDTAR-80-05-08 135 ~ 4 A HAII4 STKAH DEAD BKI6HT vsse e<+ADQ+a4<bg 4I4<yvfr<~>Aak R+gagyg@D RY Tjjg gTgjFggjg Y6FPDKII 6/28/80 WESTDYH PAC 'HATRtX SHOie~BKLOW=.', p-1JtNL++ 1

Sf i '.vN (R EL CR n T>$ 7 brHS> DVHS1 PrHS1 Dvffsr TI1$ 1 581'PO'PO'00'90'AN'90'00'90'00'90'00' 3,5 111' 14 I OE <04'414SE OO'4029fiOS'1$ 70fi03'90'00'3431Ei07'OO'687Ei03' 39 l '4'140E<00'. ~ . 7000K ~01 '5343Eiol' 14POE~03'iPIOOE+03' .74SI<02'. S/04'. 7455'442PE~05' 5343K iol '1331K i05' 3737fi03'1043Ei07', .1O20Ef03'4. 900'1510E>03'1490fi03'3737E~03'4953E+02' 8165E i03'2427K+02'3431 f ~ 0/'. 9300K '03'1043E>07 '.816$ E +03' 8190E +08'. 4004K+03' $4$ 7f iQ> -, /289E F 02 ~ 1620f ~03 .2427'2' 4f)Q4f. i0) . 1147K +02' ~ ~ ~ THE SUPPORT CaRDS aaOVE aRE REPRESEIfTED OV THE O'TIFFHESS IfaTRIX 1.000000E Wl Oo 0. 0. 0, 1.000000E 01 Os "0. Q. 0. 1 ioooOOOE 01 oo" 0. 0. Os -1 000000f 01 0. 0. 0.'. 0. 0. 0. 0.. CR 400'10' 4334',2ee'; l.laro'ECTION 410'20'R61O'20'.7033',295'1 ~ 31dd'fc TIoH 620'eo' SCAPI OELO'il Oo O. Oo 0. 1 ooooooof -Ol 0. 0.0.0.0. O. 1.000000K -ol CR KL CR 420'21 ',3546'~ 366 '21 '50'40'.6305' 1 ~ 6357'5.39244.900'30'40'.350E 05'@IIII STEAIl DEAD llEIGHT Y6FPDKM 6/28/80 HESTDYH PAI ~~*+THE SUPPORT CARDS ABOVE ARE REPRESKHTED 8Y THE 1.000000K&1 0 0. 0 1.000000E-01 0. 0. 0. 1.000000K-01 0 0. 0. 0. 0. 0. 0. 0. 0. STIFFHKSS HATRIX O. 00. 1.000000E-01 0. 0 SHO'MH 8ELOW 0.0.0.0. 1.000000K-01 0. 0.0. O. 0. 0. 1.000000 "01 CR FO CR SKCTIOH CR SEC TIOH CR RIIIS10 e4o'so'40'50'50'60'eo'ro'60'70'70'90'70'80'700 680'4380'. 5661 '.9826' ~ 9915'510 740'1. '.S991'. -1 1610'8 1656'.0824'090.'. $ $ $$$ THE AOOVE VS CARD IflLL BE IIITERPRETED AS CR 6SO'90', 7169'ECTION 690'00 A FORCE OF 7090. L85$$$$ $ -3. 5191'R SEC TIOIf CR EL CR EHD 690'00'00'20'00'01 '01 '10'10'20'. 211S' ~ 09S9'.5067' 5859o -2.2521' 1597' 44.rdo ~ SDTAQ-80-05-08, t 4g ~WP ~II

l

3 cP S.277'PERA'I INC CONDIIAINT 12. 38 8 (TVP) 7 OIC l.573 l

4. S91

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2. 422 7.109 30 C~-0 < 8L. grr 000'ES 5

7.000 3.7 50R gl ES ,o I F'0 3s. I.05 I I.SOE'835 ~tt T~~> 'Qt ~'> s,ef ~ FRO ~ 9 CO yl STEAM EaENEIEA A TO " Ct-I A VI Cf P7I CD ICl III I ~I RICO NAICER T ~ I )5( VARIAELEOPRae IOR. ~ CCHTTAHT LOADIcR. DRAIF IC RKSTRARIT ~ RICID REXTRARIT 7777'AHChCR I 5I axraR>> Nvrrv 8~~ &4WaT ~ f DRCI/lH A RtfERENCE DeC. MAILI STFAM 0-30+. Ol+ 57. N P N. Eh TT).76bl(IE Fu CZ LLgZ'R7 AS$ 4C4)STD -38t-35o SITE 51

1. IIKRCISIS Q(s.)

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