Text

Updated Final Safety Analysis Report, Rev. 19, Figures Section 2.5 Thru Chapter 3
	ML17193A051
Person / Time
Site:	Palo Verde
Issue date:	06/29/2017
From:	; Arizona Public Service Co
To:	; Office of Nuclear Reactor Regulation
Shared Package
ML17193A009	List: ML17193A020; ML17193A050; ML17193A051; ML17193A052; ML17193A053;
References
	102-07520-MLL/TNW
	Download: ML17193A051 (558)
	v • d • e

Cox, Digitally signed by Cox, Matthew S(Z05628)

Matthew DN: cn=Cox, Matthew S(Z05628)

Date: 2017.06.29 S(Z05628) 12:45:36 -07'00'

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PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR REGINONAL PHYSIOGRAPHIC PROVINCES FIGURE 2,5-1 JUNE 2001 REVISION 11

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PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR STRUCTURE CONTOUR MAP OF PALO VERDE CLAY SURFACE SITE AREA FIGURE 2.5-19 JUNE 2009 REVISION 15

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR ISOMETRIC BLOCK DIAGRAM VIEW TOWARD NORTHWEST FIGURE 2.5-21 JUNE 2009 REVISION 15

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR ISOMETRIC BLOCK DIAGRAM VIEW TOWARD NORTHEAST FIGURE 2.5-22 JUNE 2009 REVISION 15

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PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR ESTIMATED LOCATION OF 1852 EARTHQUAKE FIGURE 2.5-26 JUNE 2001 REVISION 11

SONORA EARTHQUAKE t MAY 3. 1887

30 IBt ,

50 Kilt . ,

Reference:

Sumner, 1977 PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR SONORA EARTHQUAKE 1887 EXTENT OF FAULTING FIGURE 2.5-27 JUNE 2001 REVISION 11

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR ISOSEISMAL MAP SONORA MEXICO EARTHQUAKE 1887 FIGURE 2.5-28A JUNE 2001 REVISION 11

ISOSEISMAL MAP RI_ERENCE.Ookech_t_,

GB_ RW Oro_ol4_ on_J EKoJite(_972)_

OWENS VALLEY EARTHQUAKE 1872 FIGURE 2.5-29 JUNE 2001 REVISION 11

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",_" ....... l,_t_lx PALOVERDENUCLEARGENERATINGSTATION I .

o ,5 _,o UPDATEDFSAR M,t.¢S ISOSEISMALMAP SAN FRANCISCOEARTHQUAKE1906 REFERENCE. kql'e*_, AC ,_eed ofltWSl FIGURE 2.5-30 JUNE2001 REVISION11

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR ISOSEISMAL MAP FLAGSTAFF, ARIZONA EARTHQUAKE 1906 FIGURE 2.5-30A JUNE 2001 REVISION 11

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR ISOSEISMAL MAP MORALES, MEXICO EARTHQUAKE 1907 FIGURE 2.5-30B JUNE 2001 REVISION 11

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR ISOSEISMAL MAP CEDAR WASH, ARIZONA EARTHQUAKE 1910 FIGURE 2.5-30C JUNE 2001 REVISION 11

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR ISOSEISMAL MAP LOCKETT TANKS, ARIZONA EARTHQUAKE 1912 FIGURE 2.5-30D JUNE 2001 REVISION 11

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR ISOSEISMAL MAP ST. MICHAELS, ARIZONA EARTHQUAKE 1916 FIGURE 2.5-30E JUNE 2001 REVISION 11

ISOSEISMAL MAP

Reference:

Dubois,1982. SAN JACINTO, CALIFORNIA EARTHQUAKE 1916 FIGURE 2.5-30F JUNE 2001 REVISION 11

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PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR ISOSEISMAL MAP MIAMI, ARIZONA EARTHQUAKE 1922 FIGURE 2.5-30G JUNE 2001 REVISION 11

PALO VERDE NUCLEARGENERATINGSTATION UPDATED FSAR ISOSEISMAL MAP SNOWFLAKE,ARIZONA EARTHQUAKE 1931 FIGURE2.5-30H JUNE 2001 REVISION 11

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR ISOSEISMAL MAP COTTONWOOD, ARIZONA EARTHQUAKE 1931 FIGURE 2.5-301 JUNE 2001 REVISION 11

Reference:

Dubois,1982.

PALe VERDE NUCLEAR GENERATING STATION UPDATED FSAR ISOSEISMAL MAP GABBS, NEVADA EARTHQUAKE 1932 FIGURE 2.5-30J JUNE 2001 REVISION 11

Isoseismol Mop for EXPLANATION 3 lnteneity at specific locality September 17_ 1938 G City and felt intensity 0 2;5 50mites (_ City, earthquake not felt o-_q:- oo _o, ,.,,

0 City or town

"_ Epicenter

/'.-i_....rv.'<_;_" \ \ NFW '," EX'CO

. , . c,,.o°/. I: Buo..o.._._)F.o.ro --_'_'"

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(_Sofford j Silver City 3_-/ h(_) _- _.

_ _ J _Lordsbu g San Simon (_1 I

_ ._ ___ f.je , 3zo_

ARIZONA _,/

!,o9o '," ,o8o, TEX..A"S io,°,

Reference:

Dubois,1982.

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR ISOSEISMAL MAP BUCKHORN, NEW MEXICO EARTHQUAKE 1938 FIGURE 2.5-31A JUNE 2001 REVISION 11

PALOVERDE NUCLEAR GENERATINGSTATION UPDATED FSAR ISOSEISMAL MAP HOOVER DAM, ARIZONA - NEVADA EARTHQUAKE 1939 FIGURE 2.5-31B JUNE 2001 REVISION 11

120o 118 ° 114° i

I ) 1 LINITOr t i_ _ "11"o'! ". _ _ A FELTAREA

,._

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LIIIT OF FELl AREAAND SAIE AS ORAUN iILES IN U.S, [ARTHOUAKES, 1948 ADDITIONAL

¢ONTOUltSFROI INTENSITY DATA IN O S REFERENCE; 0.$. COASTAND GEODETICSURVEY(1950)

[ARTHOUAK[$, t948,, --

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR ISOSEISMAL MAP DESERT HOT SPRINGS EARTHQUAKE 1948 FIGURE 2.5-35 JUNE 2001 REVISION 11

Reference:

Dubois, 1982.

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR ISOSEISMAL MAP DESERT CENTER, CALIFORNIA EARTHQUAKE 1949 FIGURE 2.5-35A JUNE 2001 REVISION 11

PALOVERDE NUCLEAR GENERATING STATION UPDATED FSAR ISOSEISMAL MAP CALIPATRIA, CALIFORNIA EARTHQUAKE 1950 FIGURE 2.5-35B JUNE 2001 REVISION 11

- Isoseismat Map for * :

Jonuary 24, 1951

"_. ARI Z 0 NA 0 20 40 Miles _i I)

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EXPLANATION -..

5 Intensity at specific locality -_-_

,f.:.

City and felt _ntenslty C;ty _ earthquake not felt Not felt 34 o-0 City or town Bouse E:plcenter /

33 5

CAL IF OR N IA

,ipo,r_o' ill-lV 33 o VII VI

" 4

.-fb °o "M E X I C 0 _ /,,4°

Reference:

Dubois, 1982.

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR ISOSEISMAL MAP CALIPATRIA, CALl FORN IA EARTHQUAKE 1951 FIGURE 2.5-35C JUNE 2001 REVISION 11

FIGURE 2.5-36 JUNE 2001 REVISION 11

I+,17o lj_,+.o

';*iii+_ ,: I+,4°

- Isoseismal Map for _ 3,+°-

March 19, 1954 N E V._

/

0 50 I00 Miles "._

k A RI Z 0 N A 0

50 I00 Km !

E X PLANAT I ON _s°-

1 3 Intensity at specific locality lip G City and =ntenstty

(_) Cily, earthquake not felt Eplcenter I_i_i P NOt felt CALIF.

J 5 j-

+

vl V s)

/

Rosa Mountains a_ °

_3

°°,° )

+.

Reference:

Dubois,1982.

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR ISOSEISMAL MAP BORREGO SPRI NGS, CALIFORN IA EARTHQUAKE 1954 FIGURE 2.5-36A JUNE 2001 REVISION 11

5//f" CALIFORNIA ( ARIZONA V

1 33 o 6 Yumo _11

""-" ""'- Some

/

PALO VERDE NUCLEAR GENERATING STATION

Reference:

Dubois,1982. UPDATED FSAR ISOSEISMAL MAP BRAWLEY, CALIFORNIA EARTHQUAKE 1955 FIGURE 2.5-36B JUNE 2001 REVISION 11

--= nnnnnult i ii ii lUlnl i i ...... illUl iiiiii Isoseismol Map for \_ '

December I, 1958

{modif_ea from so_lt'ce 248) t_

0 20 q,O m;les

.S

- ., 34=-

"5 tntenslty at spe¢_tlc Iocotitx f

'J ARIZONA

@ city aria feit _n1,.=_ty L Not fe { t C_ty or town Epicenter

...... .._ .... _ /

CALIFORNIA V I-IV _ _

/: a'_[

VI-__ ..... :----...:..f4(_Yu m

............ MEX I C0 ,,so

,,,o

...... 11_o,= I i

Reference:

Dubois, 1982.

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR ISOSEISMAL MAP NORTHEAST BAJA CALIFORNIA, MEXICO EARTHQUAKE 1958 FIGURE 2.5-36D JUNE 2001 REVISION 11

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PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR ISOSEISMAL MAP GLOBE, ARIZONA EARTHQUAKE 1963 FIGURE 2.5-37A JUNE 2001 REVISION 11

\

Reference:

Dubois,1982.

0

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':':.... .... I00 Miles "° _._

o 5o ........... !oo K,. "'"_...,_.. ......

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR ISOSEISMAL MAP COLORADO RIVER DELTA, MEXICO EARTHQUAKE 1966 FIGURE 2.5-37B JUNE 2001 REVISION 11

117" II5 ° 113 o III o ALl .. .__ .,.,,

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@LOCATION OF EPICENTER A.

O 50 IOO /_ PALO VERDE NUCLEAR GENERATING STATION i....-- . , 'ill UPDATED FSAR MILES ram.Ix Rlllwlli_l V S ¢.,ilae#lamdIlO¢,a_t¢ SU_a*_

_liCmri*.¢_ _ ,,.,..

1983 h,,,,_.*.. ,,._. ISOSEISMAL MAP BORREGO MOUNTAIN EARTHQUAKE 1968 FIGURE 2.5-38 JUNE 2001 REVISION 11

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR ISOSEISMAL MAP WARNER SPRINGS, CALIFORNIA EARTHQUAKE 1969 FIGURE 2.5-38A JUNE 2001 REVISION 11

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR ISOSEISMALMAP SAN CARLOS,ARIZONA EARTHQUAKE 1969 FIGURE 2.5-38B JUNE 2001 REVISION 11

Isoseismal Map for '........I ! U T A H l February 9, 1971 .....

0 50 i00 Miles

_...- :_,1 I

Reference:

Dubois, 1982.

0 50 tO0 K m I EXPLANATION i

.j/ 56 ° -

3 intensify o! specific iocalify Q City and fell intensity NEV.

c,,y, ...,..oo.. no,,e,, "\ %

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0 City or town

\ _ :

,Ill' gmon Epicenter 55 ° 4\2 CALIFOR IA do rker l v ( +

II-[V 4 33 ° 117 o MEX.

116 ° 114 o PALOVERDENUCLEARGENERATINGSTATION UPDATEDFSAR ISOSEISMAL MAP SAN FERNANDO, CALIFORNIA EARTHQUAKE 1971 FIGURE 2.5-38C JUNE2001 REVISION11

E X Pt. ANAT I ON

.4° 3 Intensity at specific locatity t G City and felt Intensity :"

_ City eortbquQk, no, ,.l, /

Not felt 2 0 C_ty or town Epicenter t

ARIZ ONA CALIFORNIA "_' 11

'-""-Ul "_

V

]'V

.° . =

Isoseismal Map for January 23, 1975 0 I0 20 30 Mile=

.Jl . '1 " " II

_,,,,,,o ,o _o ,o so,_,. i , i ii .r M E X lC 0 i I ,,,, _ , :,, , i i I I I i

Reference:

Dubois, 1982.

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR ISOSEISMAL MAP BRAWLEY, CALIFORNIA EARTHQUAKE 1975 FIGURE 2,5-38D JUNE 2001 REVISION 11

_* EPICENTER 4 NUMBER OF REPORTS FELT AT INTENSITY 5 PALO VERDE NUCLEAR GENERATING STATION

NOTFZLr UPDATED FSAR IlOOllrlED AFTER K,W. KING, $,T. HANDING, A_OoHM.19"t7 ISOSEISMAL MAP PRESCOTT, ARIZONA EARTHQUAKE 1976 FIGURE 2,5-39 JUNE 2001 REVISION 11

m m i gstaff (L.

°°iOoK.,_'r'r,oo.,,,.

ucson I

Reference:

Dubois,1982,""_'_ -.. _"-. i PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR ISOSEISMAL MAP PRESCOTT-CHINO VALLEY, ARIZONA EARTHQUAKE 1976 FIGURE 2.5-39A JUNE 2001 REVISION 11

l i o

i w

I

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l o ,50 PVNGS Ioo MIIII I

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' ,,L_,I00

'L Kin"'""..... ' !

/

°e_o_

o e

"_"°'" i

Reference:

Dubois,1982. _,. "_...-.... . --.--.

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR ISOSEISMAL MAP CHINO VALLEY, ARIZONA EARTHQUAKE 1976 FIGURE 2.5-39B JUNE 2001 REVISION 11

EXPLANATION Isoseismal Map for March 5, 1977' + t.,+.+,,, o,+pe+,+;c Ioc+l,tv Q City ond felt Inlenslly

(_) City. eorthquake not fell 0 lO 20 30 40 50 Miles (J_ Not felt if'!"!

....... " i i .............. 0 City or to_n 0 !0 20 30 40 50 Km tk I I1_ _ Epicenter IIIIIIII))]lL II III

'" '1 ' I ,m '"'""'

_Z,60 j/ _i_ Chinle "NEW MEXICO

, i,j' IlO°l

Reference:

Dubois, 1982.

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR ISOSEISMAL MAP STANDING ROCK, NEW MEXICO EARTHQUAKE 1977 FIGURE 2.5-39C JUNE 2001 REVISION 11

I 'its° ":_ '114o for \ N E V I/'V

"°° ,I 1 CA L IF ORNIA _-

k,, _ ][][--TV" 4 i_m'3_)P(lr ker ...... .34 ° vll _

_'_ ARIZO N A EXPLANATION : I_

3 Intensity el specific locality i)

(_) C,ty and felt intensity - "_ 33°"

City or town _...

Epicenter , , City, eorfhquoke l _ not felt ' .......... _,: i erence:Dubois,1982. PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR ISOSEISMAL MAP YUCCA VALLEY, CALIFORNIA EARTHQUAKE 1979 FIGURE 2.5-39D JUNE 2001 REVISION 11

ISo _ llt4 o I t t,_o it!2° IIIla

"\.. N E V.i ,,"--"_ ' _-..._# "

_,,. /

] '_ U-IV 4 _Prts¢o,, _

C ALIFORNIA'_',,_ 4_ "_j X'_ _.0,,,,,,. _,_ _,¢,'Teo_,, , -

F Q I: :l_. ,°o,,,,=..

.w _ " ARlzoNA '_: . _,* ,,°

, # ¢%

Isoseismat Map for EXPLANATION TUGSO_

title,lily Or Ipectfl¢ tocollly Octobar 15, 1979 _ c,tv0.4 r.lt,..n=,ty _- sz°-

c,tv, ,=_thq=Qk..ort',lt O 40 80 Miles , Nol flll %

0 C_y or tow_

Epicenter t '._ I

Reference:

Dubois,1982, PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR ISOSEISMAL MAP CALEXICO, CALIFORNIA EARTHQUAKE 1979 FIGURE 2.5-39E JUNE 2001 REVISION 11

PALOVERDE NUCLEAR GENERATINGSTATION UPDATED FSAR HORIZONTAL SPECTRA FROM 1952 KERN CO. EARTHQUAKE SCALED TO SSE OF MAGNITUDE8 AT 72 MILES2% DAMPING FIGURE 2.5-42 JUNE 2001 REVISION 11

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR HORIZONTAL SPECTRA FROM 1952 KERN CO. EARTHQUAKE SCALED TO SSE OF MAGNITUDE 8 AT 72 MILES 5% DAMPING FIGURE 2.5-43 JUNE 2001 REVISION 11

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR HORIZONTAL SPECTRA FROM 1952 KERN CO. EARTHQUAKE SCALED TO SSE OF MAGNITUDE 8 AT 72 MILES 10% DAMPING FIGURE 2.5-44 JUNE 2001 REVISION 11

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR VERTICAL SPECTRA FROM 1952 KERN CO. EARTHQUAKE SCALED TO SSE OF MAGNITUDE 8 AT 72 MILES 2% DAMPING FIGURE 2.5-45 JUNE 2001 REVISION 11

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR VERTICAL SPECTRA FROM 1952 KERN CO. EARTHQUAKE SCALED TO SSE OF MAGNITUDE 8 AT 72 MILES 5% DAMPING FIGURE 2.5-46 JUNE 2001 REVISION 11

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR VERTICAL SPECTRA FROM 1952 KERN CO. EARTHQUAKE SCALED TO SSE OF MAGNITUDE 8 AT 72 MILES 10% DAMPING FIGURE 2.5-47 JUNE 2001 REVISION 11

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR HORIZONTAL SPECTRA FROM 1971 SAN FERNANDO EARTHQUAKE SCALED TO SSE OF MAGNITUDE 8 AT 72 MILES 2% DAMPING FIGURE 2.5-48 JUNE 2001 REVISION 11

PALO VERDE NUCLEARGENERATING STATION UPDATED FSAR HORIZONTALSPECTRA FROM 1971 SAN FERNANDOEARTHQUAKE SCALED TO SSE OF MAGNITUDE8 AT 72 MILES 5% DAMPING FIGURE2.5-49 JUNE 2001 REVISION 11

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR HORIZONTAL SPECTRA FROM 1971 SAN FERNANDO EARTHQUAKE SCALED TO SSE OF MAGNITUDE 8 AT 72 MILES 10% DAMPING FIGURE 2.5-50 JUNE 2001 REVISION 11

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR VERTICAL SPECTRA FROM 1971 SAN FERNANDO EARTHQUAKE SCALED TO SSE OF MAGNITUDE 8 AT 72 MILES 2% DAMPING FIGURE 2.5-51 JUNE 2001 REVISION 11

VERTICAL SPECTRA FROM 1971 SAN FERNANDO EARTHQUAKE SCALED TO SSE OF MAGNITUDE 8 AT 72 MILES 5% DAMPING FIGURE 2.5-52 JUNE 2001 REVISION 11

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR VERTICAL SPECTRA FROM 1971 SAN FERNANDO EARTHQUAKE SCALED TO SSE OF MAGNITUDE 8 AT 72 MILES 10% DAMPING FIGURE 2.5-53 JUNE 2001 REVISION 11

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ARIZONA-IJTA[4 EARIHQI]AItE, FELZ AREAS CALCULATEUFROt g.s. EARTHQUAKES(lgSg) PALO VERDE NUCLEAR GENERATING STATION I:1eRZSCOTT. ARIZ0NA EART.Q.A_[. UPDATED FSAR FELT AREA CALCULATEOFROi KING lit at. t977 NOTE: 0ATE OF EAtlTItQUAKE SH011NNEXT 1'0 $YNUUL COMPARISON OF FELT AREAS FOR CALIFORNIA AND ARIZONA EARTHQUAKES FIGURE 2.5-54 JUNE 2001 REVISION 11

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR GEOLOGIC PROFILE THROUGH UNIT 1 FIGURE 2.5-56 Sheet 2 of 3 JUNE 2011 REVISION 16

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SUMMARY

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PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR DETAILED MAP AREA A BORING LOCATION FIGURE 2.5-66 JUNE 2009 REVISION 15

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PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR BACKFILL GRADATION REQUIREMENTS FIGURE 2.5-75 JUNE 2001 REVISION 11

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PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR PARAMETERS FOR BLOWOUT ANALYSIS FIGURE 2.5-81 JUNE 2001 REVISION 11

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PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR HORIZONTAL DESIGN RESPONSE SPECTRA FOR SSE 0.2 g FIGURE 2.5-94 JUNE 2013 REVISION 17

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR VERTICAL DESIGN RESPONSE SPECTRA FOR SSE 0.2 g FIGURE 2.5-95 JUNE 2013 REVISION 17

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR HORIZONTAL DESIGN RESPONSE SPECTRA FOR OBE 0.1 g FIGURE 2.5-96 JUNE 2013 REVISION 17

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR VERTICAL DESIGN RESPONSE SPECTRA FOR OBE 0.1 g FIGURE 2.5-97 JUNE 2013 REVISION 17

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LOCATION MAP EXPLORITORY BORING REAVES NO. 1 FUQUA FIGURE 2A-3 JUNE 2001 REVISION 11

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR LOCATION OF GEOPHYSICAL FAULTS IN THE TONOPH DESERT FIGURE 2A.-4 JUNE 2001 REVISION 11

NOR'rH

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PALO VERDE 'NUCLEAR GENERATING STATION UPDATED FSAR ESSENTIAL SPRAY POND CATEGORY I UTILITY PLAN FIGU RE 2A-5 JUNE 2001 REVISION" 11

STRUCTURAL BACKFILL CLASS I CLASS II (95% RELATIVE COMPACTION FOR CLASS I & II) ,

OR EMBANKMENT FILL STRUCTURAL BACKFILL CLASS I CLASS II (95% RELATIVE COMPACTION FOR CLASS I & II), OR EMBANKMENT FILL THERE ARE NO GRADATION REQUIREMENTS FOR UTILITY BACKFILL NOTES:

1. ELECTRICAL DUCTS ARE INCASED IN CONCRETE EXCEPT FOR 10 FT. LONG DUCTBANK SAND ENCASED SECTIONS LOCATED AT LEAST EVERY 200 FT. AND AT ALL INTERSECTIONS WITH MANHOLES AND STRUCTURES, RUBBER EXPANSION COUPLINGS ARE EMPLOYED AT SAND ENCASED SECTIONS TO ALLOW FOR DIFFERENTIAL MOVEMENT.

2. APPROXIMATE LIMITS OF CLASS I AND EMBANKMENT FILLS ARE SHOWN BELOW:

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR BEDDING AND COMPACTION REQUIREMENTS FOR CATEGORY I UTILITY LINES SERVICING THE ESSENTIAL SPRAY PONDS FIGURE 2A-6 JUNE 2017 REVISION 19

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PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR MODULUS VS. STRAIN UNIT3 - LIQUEFACTION ANALYSIS FIGURE 2A-7 JUNE 2001 REVISION 11

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/ ,,, H. _ HIITH TRAJECTORY r2 r. 0 r = DISTANCE FROM SOURCE HT = HEIGHT OF TARGET PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR MISSILE TRAJECTORIES FIGURE 3.5-3 JUNE 2001 REVISION 11 II I ......

This Figure has been redacted.

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR TYPICAL RESTRAINT CONFIGURATION FIGURE 3.6-1 Sheet 1 OF 2 JUNE 2001 REVISION 11

Z Q.

TYPICAL RESTRAINT CONFIGURATION FIGURE 3.6-1 Sheet 2 OF 2 JUNE 2001 REVISION 11

FEEDWATER LINES TO NO.1 STEAM GENERATOR (SG-E-002 AND 013)

PIPE BREAK BREAK WHIP RESTRAINT TARGET LOCATION NUMBER TERMINAL ENDS 2200 NONE NONE 2201 NONE NONE 2206 B CONTAINMENT LINER PLATE, DOWNCOMER FEEDLINE & VALVE NOTE: THERE ARE NO JET IMPINGEMENT RESTRAINTS REQUIRED.

NOTE:

This figure provides postulated break point, and pipe whip restraint information only. It is not meant to represent the most up-to-date plant configuration for unrelated components.

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR FEEDWATER LINE TO NO.1 STEAM GENERATOR LEGEND: (SG-E-002 & 013) LOCATION OF POSTULATED BREAKPOINTS & PIPE WHIP RESTRAINTS PIPE BREAK LOCATION FIGURE 3.6-2 PIPE WHIP RESTRAINT JUNE 2013 REVISION 17

FEEDWATER LINES TO NO.2 STEAM GENERATOR (SG-E-005 AND 014)

PIPE BREAK BREAK WHIP RESTRAINT TARGET LOCATION NUMBER TERMINAL ENDS 2207 NONE NONE 2208 NONE NONE 2213 B CONTAINMENT LINER PLATE, DOWNCOMER FEEDLINE & VALVE NOTE: THERE ARE NO JET IMPINGEMENT RESTRAINTS REQUIRED.

NOTE:

This figure provides postulated break point and pipe whip restraint information only. It is not meant to represent the most up-to-date plant configuration for unrelated components.

LEGEND:

PALO VERDE NUCLEAR GENERATING STATION PIPE BREAK LOCATION UPDATED FSAR PIPE WHIP RESTRAINT FEEDWATER LINE TO NO.2 STEAM GENERATOR (SG-E-002 & 013) LOCATION OF POSTULATED BREAKPOINTS & PIPE WHIP RESTRAINTS FIGURE 3.6-3 JUNE 2013 REVISION 17

JET IMPINGEMENT ON BLOWDOWN LINES (SG-E-039, 053 AND 522)

ORIGEN OF JET BREAK NUMBER TARGET MFW 2200 (FIGURE 3.6-21) 1*

MFW 2201 (FIGURE 3.6-21) 15*

JET IMPINGEMENT RESTRAINS (ZCS 922 AND 923)

NOTE:

This figure provides postulated break point, jet impingement target, and restraints/pipe whip restraint information only. It is not meant to represent the most up-to-date plant configuration for unrelated components.

BLOWDOWN LINES TO SG NO.1 (SG-E-039, 053 AND 522) PALO VERDE NUCLEAR GENERATING STATION PIPE BREAK BREAK WHIP RESTRAINT TARGET UPDATED FSAR LOCATIONS NUMBER 2417 NONE NONE 2411 NONE NONE STEAM GENERATOR NO.1 BLOWDOWN LINES 2418 NONE NONE (SG-E-039, 053, & 522) LOCATION OF POSTULATED TERMINAL ENDS 2423 NONE NONE BREAKPOINTS, JET IMPINGEMENT TARGETS AND 2422 NONE NONE RESTRAINTS/PIPE WHIP RESTRAINTS 2428 NONE NONE MAX STRESS 2424 NONE NONE FIGURE 3.6-4 LOCATIONS JUNE 2013 REVISION 17

JET IMPINGEMENT ON BLOWDOWN LINES (SG-E-048, 052 AND 053)

ORIGEN OF JET BREAK NUMBER TARGET MFW 2207 (FIGURE 3.6-3) 3*

MFW 2208 (FIGURE 3.6-3) 16*

JET IMPINGEMENT RESTRAINS (ZCS 924 AND 925)

BLOWDOWN LINES TO SG NO.1 (SG-E-048, 053 AND 522)

PIPE BREAK BREAK WHIP RESTRAINT TARGET LOCATIONS NUMBER 2400 NONE NONE 2407 NONE NONE 2406 NONE NONE TERMINAL ENDS 2425 NONE NONE 2426 NONE NONE 2430 NONE NONE MAX STRESS 2427 NONE NONE LOCATIONS PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR STEAM GENERATOR NO.2 BLOWDOWN LINES (SG-E-048, 052, & 523) LOCATION OF POSTULATED BREAKPOINTS, JET IMPINGEMENT TARGETS AND Note:

RESTRAINTS/PIPE WHIP RESTRAINTS This figure provides postulated break point, jet impingement target, and restraints/pipe whip restraint FIGURE 3.6-5 information only. It is not meant to represent the most JUNE 2013 REVISION 17 up-to-date plant configuration for unrelated components.

Note:

This figure provides postulated break point and pipe whip restraint information only. It is not meant to represent the most up-to-date plant configuration for unrelated components.

LEGEND PIPE BREAK LOCATION PIPE WHIP RESTRAINT NO.1 S/G MAIN STEAM LINES (SG-E-033 AND 036)

PIPE BREAK BREAK NUMBER WHIP RESTRAINT TARGET LOCATIONS 2107 D STRUCTURAL MEMBERS AND CONTAINMENT LINER PLATE TERMINAL ENDS 2104 STRUCTURAL BEAMS AND STRUCTURAL PALO VERDE NUCLEAR GENERATING STATION MEMBERS AND DOWNCOMER FEED LINE UPDATED FSAR 2103 A STRUCTURAL MEMBERS AND CONTAINMENT LINER PLATE STEAM GENERATOR NO.1 MAIN STEAM LINES (SG-E-033 & 036) LOCATION OF POSTULATED STRUCTURAL MEMBERS 2100 BREAKPOINTS & PIPE WHIP RESTRAINTS NOTE: FIGURE 3.6-6 THERE ARE NO JET IMPINGEMENT REESTRAINTS REQUIRED u THESE PIPE WHIP RESTRAINTS ARE NO LONGER REQUIRED JUNE 2013 REVISION 17

Note:

This figure provides postulated break point and pipe whip restraint information only. It is not meant to represent the most up-to-date plant configuration for unrelated components.

LEGEND PIPE BREAK LOCATION PIPE WHIP RESTRAINT NO.2 S/G MAIN STEAM LINES (SG-E-042 AND 045)

PIPE BREAK BREAK NUMBER WHIP RESTRAINT TARGET LOCATIONS TERMINAL ENDS 2115 A CONTAINMENT SPRAY RISERS STRUCTURAL MEMBERS AND CONTAINMENT LINER PLATE STRUCTURAL BEAMS PALO VERDE NUCLEAR GENERATING STATION CONTAINMENT SPRAY RISERS, STRUCTURAL 2112 MEMBER AND CONTAINMENT LINER UPDATED FSAR 2111 D PLATE STRUCTURAL BEAMS AND STRUCTURAL STEAM GENERATOR NO.2 MAIN STEAM LINES MEMBERS AND DOWNCOMER FEED LINE (SG-E-042 & 045) LOCATION OF POSTULATED 2108 BREAKPOINTS & PIPE WHIP RESTRAINTS NOTE: FIGURE 3.6-7 THERE ARE NO JET IMPINGEMENT RESTRAINTS REQUIRED

THESE PIPE WHIP RESTRAINTS ARE NO LONGER REQUIRED JUNE 2013 REVISION 17

JET IMPINGEMENT ON DOWNCOMER FEED LINE TO SG NO.1 (SG-E-008, 518 AND AF-A-004)

ORIGEN OF JET BREAK NUMBER TARGET MAIN STEAM 2104 (FIGURE 3.6-8) 13 DOWNCOMER FEEDLINE TO SG NO.1 (SG-E-008, 518 & AF-A-004)

PIPE BREAK LOCATIONS BREAK NUMBER WHIP RESTRAINT TARGET TERMINAL ENDS 2300 A&B SG LEVEL DETECTORS 2305 NONE NONE 2309 NONE NONE 2322 NONE NONE 2323 NONE SG LEVEL DETECTORS 2324 NONE NONE MAX STRESS LOCATIONS 2424 NONE NONE PALO VERDE NUCLEAR GENERATING STATION NOTE: UPDATED FSAR This figure provides postulated break point, jet impingement STEAM GENERATOR NO.1 DOWNCOMER FEED LINE target, and restraints/pipe whip (SG-E-008, 518 & AF-A-004) LOCATION OF POSTULATED restraint information only. It is not BREAKPOINTS, JET IMPINGEMENT TARGETS AND meant to represent the most up- RESTRAINTS & PIPE WHIP RESTRAINTS to-date plant configuration for FIGURE 3.6-8 unrelated components. JUNE 2013 REVISION 17

DOWNCOMBER FEEDLINE TO SG NO.2 (SG-E-011, 519 & AF-E-006)

PIPE BREAK LOCATIONS BREAK NUMBERS WHIP RESTRAINT TARGET TERMINAL ENDS 2310 NONE SG LEVEL DETECTORS (4) 2318 NONE NONE 2319 NONE NONE 2325 NONE NONE JET IMPINGEMENT ON DOWNCOMER FEED LINES (SG-E-011, 519 AND AF-E-006) 2326 NONE SG LEVEL DETECTORS (2) 2327 NONE NONE ORIGEN OF JET BREAK NUMBER TARGET MAX STRESS LOCATIONS 2424 NONE NONE MAIN STEAM 2108 (FIGURE 3.6-7) 13 NOTE:

This figure provides postulated break point, jet impingement target, and restraints/pipe whip restraint information only. It is not meant to represent the most up-to-date plant configuration for unrelated components.

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR STEAM GENERATOR NO.2 DOWNCOMER LINES (SG-E-011, 519 & AF-E-006) LOCATION OF POSTULATED BREAKPOINTS, JET IMPINGEMENT TARGETS AND RESTRAINTS & PIPE WHIP RESTRAINTS FIGURE 3.6-9 JUNE 2013 REVISION 17

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PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR REACTOR COOLANT SYSTEM FIGURE 3.6-10 JUNE 2007 REVISION 14

PIPE BREAK LOCATIONS BREAK NUMBER WHIP RESTRAINT TARGET 1400 NONE NONE TERMINAL ENDS 1420 NONE NONE 1425 A SDC Valve SI-651 Motor Operator MAX STRESS LOCATIONS 1449 NONE NONE ORIGEN OF JET BREAK NUMBER TARGET SI 1327 (FIGURE 3.6-17) 1 SI 1328 (FIGURE 3.6-17) 2 SI 1302, 1303 (FIGURE 3.6-16) 36, 37, 39, 40 NOTE:

This figure provides postulated break point, jet impingement target, and restraints/pipe whip restraint information only. It is not meant to represent the most up-to-date plant configuration for unrelated components.

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR PRESSURIZER SPRAY LINES (RC-N-016, 017, 018, 062)

LOCATION OF POSTULATED BREAKPOINT, JET IMPINGEMENT TARGETS AND PIPE WHIP RESTRAINTS FIGURE 3.6-11 JUNE 2013 REVISION 17

PIPE BREAK LOCATIONS BREAK NUMBER WHIP RESTRAINT TARGET TERMINAL ENDS 1600 NONE NONE 1602 NONE NONE 1603 NONE NONE 1605 NONE NONE 1606 NONE NONE 1608 NONE NONE 1609 NONE NONE 1611 NONE NONE MAX STRESS LOCATIONS 1601 NONE NONE 1604 NONE NONE 1607 NONE NONE 1610 NONE NONE NOTE:

(1) THERE ARE NO JET IMPINGMENT RESTRAINTS REQUIRED AS THE PRESSURIZER IS ENCLOSED IN A SEPARATE COMPARTMENT.

(2) LINES DOWNSTREAM OF RELIEF VALVES ARE MODERATE ENERGY LINES (UNDER CRITERIA OF STP MEB 3-1) AND ARE INDICATED AS DOTTED LINES.

LEGEND:

PIPE BREAK LOCATION PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR PRESSURIZER RELIEF LINES (RC-N-001, 003, 005, 007) NOTE:

LOCATION OF POSTULATED BREAKPOINTS This figure provides postulated break point FIGURE 3.6-12 information only. It is not JUNE 2013 REVISION 17 meant to represent the most up-to-date plant configuration for unrelated components.

SINGLE LINE (RC-N-028)

TARGET PIPE BREAK LOCATIONS BREAK NUMBER WHIP RESTRAINT TERMINAL ENDS 1500 NONE NONE 1505 NONE NONE MAX STRESS LOCATIONS 1501 NONE PRESSURIZER SUPPORT SLAB S/G 1502 A,C,D BLOWDOWN MAIN FEED WTR 1506 NONE NONE NOTE:

PLASTIC ANALYSIS STUDY INDICATED THAT NO JET IMPINGMENT RESTRAINTS ARE REQUIRED.

LEGEND:

PIPE BREAK LOCATION PIPE WHIP RESTRAINT NOTE:

This figure provides postulated break point, jet impingement target, and pipe whip restraint information only.

It is not meant to represent the most up-to-date plant configuration for unrelated components.

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR PRESSURIZER SURGE LINE (RC-N-028)

LOCATION OF POSTULATED BREAKPOINTS, JET IMPINGEMENT AND PIPE WHIP RESTRAINTS FIGURE 3.6-13 JUNE 2013 REVISION 17

UNIT SHUTDOWN COOLING LINES FOR LOOP 1 (RC-A-051, SI-248 AND 240)

PIPE BREAK LOCATION BREAK NUMBER WHIP RESTRAINT TARGET

@ TERMINAL ENDS 1205 NONE NONE 1297 NONE NONE 1299 A PRESSURIZER SPRAY LINE 1299 D SAFETY INJECTION LINES

@ MAX STRESS NONE NONE NONE LOCATIONS NOTE:

MODERATE ENERGY LINE DOWNSTREAM OF BREAKS 1297 AND 1299 NOTE:

This figure provides postulated break point and pipe whip restraint information only. It is not meant to represent the most up-to-date plant configuration for unrelated components. LEGEND:

POSTULATED BREAK POINT PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR PIPE WHIP RESTRAINT LOOP 1 SHUTDOWN COOLING LINES (RC-A-051, SI-A-248 & 240) LOCATION OF POSTULATED BREAKPOINTS AND PIPE WHIP RESTRAINTS FIGURE 3.6-14 JUNE 2013 REVISION 17

SHUTDOWN COOLING LINES FOR LOOP 2 (SI-B-068, B-193, AND B-199)

NOTE: PIPE BREAK LOCATION BREAK NUMBER WHIP RESTRAINT TARGET This figure provides

@ TERMINAL ENDS 1206 NONE NONE postulated break point, 1296 NONE NONE jet impingement target, 1298 NONE NONE and pipe whip restraint @ MAX STRESS LOCATIONS 1261 NONE NONE information only. It is 1294 NONE NONE not meant to represent the most up-to-date plant configuration for unrelated components.

LEGEND:

POSTULATED BREAKPOINT JET IMPINGEMENT TARGET NOTE:

MODERATE ENERGY LINES DOWNSTREAM OF BREAK 1296 AND 1298 PALO VERDE NUCLEAR GENERATING STATION JET IMPINGEMENT ON SHUTDOWN COOLING LINES UPDATED FSAR ORIGIN OF JET BREAK NUMBER TARGET LOOP 2 SHUTDOWN COOLING LINES (RC-B-068, RCS 1118 (FIGURE 3.6-10) 1,2,3,4,5 SI-B-193 & B-197) LOCATION OF POSTULATED RCS 1119 (FIGURE 3.6-10) 1,2,3,4,5 RCS 1120 (FIGURE 3.6-10) 1,2,3 BREAKPOINTS AND PIPE WHIP RESTRAINTS RCS 1121 (FIGURE 3.6-10) 3,4 RCS 1125 (FIGURE 3.6-10) 1,2,3 FIGURE 3.6-15 RCS 1124 (FIGURE 3.6-10) 1,2,3 RCS 1126 (FIGURE 3.6-10) 1 JUNE 2013 REVISION 17 RCS 1127 (FIGURE 3.6-10) 1 RCS 1128 (FIGURE 3.6-10) 1

SAFETY INJECTION LINES FOR LOOP 1A PIPE BREAK LOCATION BREAK NUMBER WHIP RESTRAINT TARGET

@ TERMINAL ENDS 1301 NONE NONE 1311 NONE NONE 1312 NONE NONE

@ MAX STRESS LOCATIONS 1302 NONE NONE 1303 NONE NONE 1305 NONE NONE 1312 NONE NONE 1314 NONE NONE JET IMPINGEMENT ON SIS LINES (SI-E-203, 206, 207, AND 219)

ORIGIN OF JET BREAK NUMBER TARGET RCS 1110 (FIGURE 3.6-10) 3,4,5 RCS 1111 (FIGURE 3.6-10) 4,5 RCS 1112 (FIGURE 3.6-10) 3,4,5 MFW 2206 (FIGURE 3.6-2) 1,2 NOTE:

This figure provides postulated break point, jet impingement target information only. It is not meant to represent the most up-to-date plant configuration for unrelated components.

PALO VERDE NUCLEAR GENERATING STATION NOTE:

MODERATE ENERGY UPDATED FSAR LINES DOWNSTREAM OF BREAK 1313 SAFETY INJECTION LINES (SI-E-203, 206 & 207)

POSTULATED BREAKPOINTS LEGEND:

FIGURE 3.6-16 JUNE 2013 REVISION 17 POSTULATED BREAKPOINT JET IMPINGEMENT TARGET

SAFETY INJECTION LINE FOR LOOP 1B PIPE BREAK LOCATION BREAK NUMBER WHIP RESTRAINT TARGET

@ TERMINAL ENDS 1326 NONE NONE 1337 NONE NONE 1346 NONE NONE

@ MAX STRESS LOCATIONS 1327 NONE NONE 1328 NONE NONE 1330 NONE NONE 1338 NONE NONE 1344 NONE NONE 1343 NONE NONE JET IMPINGEMENT ON SIS LINES (SI-E-221, 222, 223, AND 237)

ORIGIN OF JET BREAK NUMBER TARGET RCS 1110 (FIGURE 3.6-10) 1,2,3 RCS 1114 (FIGURE 3.6-10) 1,2 RCS 1113 (FIGURE 3.6-10) 1,2,3 MFW 2218 (FIGURE 3.6-2) 4,5 NOTE:

This figure provides postulated break point, jet impingement target information only. It is not meant to represent the most up-to-date plant configuration for unrelated components.

PALO VERDE NUCLEAR GENERATING STATION NOTE:

MODERATE ENERGY UPDATED FSAR LINES DOWNSTREAM OF BREAK 1339 SAFETY INJECTION LINES (SI-E-221, 222 & 223)

POSTULATED BREAKPOINTS LEGEND:

FIGURE 3.6-17 POSTULATED BREAKPOINT JUNE 2013 REVISION 17 JET IMPINGEMENT TARGET

SAFETY INJECTION LINES FOR LOOP 2A LEGEND:

PIPE BREAK LOCATION BREAK NUMBER WHIP TARGET RESTRAINT POSTULATED BREAKPOINT

@ TERMINAL ENDS 1351 NONE NONE 1362 NONE NONE PIPE WHIP RESTRAINT 1366 NONE NONE

@ MAX STRESS LOCATIONS 1366 C STRUCTURAL COLUMN JET IMPINGEMENT TARGET 1367 C STRUCTURAL COLUMN 1368 C STRUCTURAL COLUMN JET IMPINGEMENT ON SIS LINES (SI-E-158, 159,160 AND 168)

ORIGIN OF JET BREAK NUMBER TARGET RCS 1121 (FIGURE 3.6-10) 1,2,3 RCS 1122 (FIGURE 3.6-10) 1,2 RCS 1123 (FIGURE 3.6-10) 1,2,3 MFW 2221 (FIGURE 3.6-3) 4,5 NOTE:

This figure provides postulated break point, jet impingement target, and pipe whip restraint information only. It is not meant to represent the most up-to-date plant configuration for unrelated components.

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR NOTE:

MODERATE ENERGY LINES DOWNSTREAM SAFETY INJECTION LINES OF BREAK 1368 (SI-E-156, 159 & 160) LOCATIONS OF POSTULATED BREAKPOINTS AND PIPE WHIP RESTRAINTS FIGURE 3.6-18 JUNE 2013 REVISION 17

SAFETY INJECTION LINES FOR LOOP 2B LEGEND:

PIPE BREAK LOCATION BREAK NUMBER WHIP TARGET RESTRAINT POSTULATED BREAKPOINT

@ TERMINAL ENDS 1376 NONE NONE 1387 NONE NONE PIPE WHIP RESTRAINT 1389 NONE NONE

@ MAX STRESS LOCATIONS 1381 C STRUCTURAL COLUMN JET IMPINGEMENT TARGET 1390 C STRUCTURAL COLUMN 1380 C STRUCTURAL COLUMN JET IMPINGEMENT ON SIS LINES (SI-E-175, 177, 178, AND 179)

ORIGIN OF JET BREAK NUMBER TARGET RCS 1123 (FIGURE 3.6-10) 3,4,5 RCS 1125 (FIGURE 3.6-10) 4,5 RCS 1124 (FIGURE 3.6-10) 3.4.5 MFW 2212 (FIGURE 3.6-3) 1.2 NOTE:

This figure provides postulated break point, jet impingement target, and pipe whip restraint information only. It is not meant to represent the most up-to-date plant configuration for unrelated components.

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR SAFETY INJECTION LINES (SI-E-175, 178, & 179) LOCATIONS OF POSTULATED BREAKPOINTS AND PIPE WHIP RESTRAINTS FIGURE 3.6-19 JUNE 2013 REVISION 17 NOTE:

MODERATE ENERGY LINES DOWNSTREAM OF BREAK 1389

LEGEND FIVE-WAY WHIP RESTRAINT NO BREAK ZONE MSIV MAIN STEAM ISOLATION VALVE ADV ATMOSPHERE DUMP VALVE NOTE:

THERE ARE NO JET IMPINGEMENT RESTRAINTS REQUIRED PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR MAIN STEAM LINES IN MAIN STEAM SUPPORT STRUCTURE NOTE:

(SG-E-206, 207, 208, 209, 095, 100, 059, 070, 084, & 103) This figure provides postulated pipe whip restraint information FIGURE 3.6-20 only. It is not meant to JUNE 2013 REVISION 17 represent the most up-to-date plant configuration for unrelated components.

PIPE BREAK LOCATION BREAK NUMBER WHIP TARGET RESTRAINT

@ TERMINAL ENDS 1900 NONE NONE 1908 NONE NONE 1909 NONE NONE 1929 NONE NONE 1948 NONE NONE 1949 NONE NONE 1932 NONE NONE 1944 NONE NONE

@ MAX STRESS 1917 NONE NONE LOCATIONS 1918 NONE NONE 1950 NONE NONE 1951 NONE NONE 1954 NONE NONE JET IMPINGEMENT ON LETDOWN LINES ORIGIN BREAK NUMBER TARGET OF JET RCS 1121 (FIGURE 3.6-10) 1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17 18,19,20,21,22,23,24,28,29,30,31 RCS 1122 (FIGURE 3.6-10) 25,26,27,28 MFW 2212 (FIGURE 3.6-3) 25,26 NOTE:

This figure provides postulated break point, jet impingement target information only. It is not meant to represent the most up-to-date plant configuration for unrelated components. PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR CVCS LETDOWN LINES (CH-001, 002, 027, AND RC-E-091)

LOCATIONS OF POSTULATED BREAKPOINTS LEGEND:

FIGURE 3.6-21 POSTULATED BREAKPOINT JUNE 2017 REVISION 19 JET IMPINGEMENT TARGET

REACTOR COOLANT DRAINS (RC-N-058, 060, 089, 096 AND 091)

PIPE BREAK LOCATION BREAK RESTRAINT TARGET LEGEND:

@ TERMINAL ENDS 3200 NONE NONE 3203 NONE NONE POSTULATED BREAKPOINT 3210 NONE NONE 3213 NONE NONE 3220 NONE NONE 3223 NONE NONE 3235 NONE NONE

@ MAX STRESS 3201 NONE NONE LOCATIONS 3202 NONE NONE 3211 NONE NONE 3212 NONE NONE 3221 NONE NONE 3222 NONE NONE 3232 NONE NONE 3234 NONE NONE 3233 NONE NONE NOTE:

This figure provides postulated break point information only. It is not meant to represent the most up-to-date plant configuration for unrelated components.

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR NOTE MODERATE ENERGY LINES INDICATED WITH DOTTED LINES REACTOR COOLANT DRAINS (RC-E-058, 060, 089, 091, AND 096)

LOCATION OF POSTULATED BREAKPOINTS FIGURE 3.6-22 JUNE 2013 REVISION 17

NOTE:

THERE ARE NO JET IMPINGEMENT RESTRAINTS REQUIRED LEGEND:

POSTULATED BREAKPOINT AUXILIARY SPRAY LINES (CH-E-008 AND 009)

JET IMPINGEMENT TARGET PIPE BREAK BREAK WHIP TARGET LOCATION NUMBER RESTRAINT COUPLING SOCKET WELD @ TERMINAL 1470 NONE NONE ENDS 1472 NONE NONE

@ MAX STRESS 1466 NONE NONE LOCATIONS 1469 NONE NONE 1471 NONE NONE 1473 NONE NONE 1474 NONE NONE 1475 NONE NONE JET IMPINGEMENT ON AUXILIARY SPRAY LINES ORIGIN OF JET BREAK NUMBER TARGET PALO VERDE NUCLEAR GENERATING STATION PZR RELIEF 1609 (FIGURE 3.6-12) 3 UPDATED FSAR CVCS AUXILIARY SPRAY LINES NOTE: (CH-E-008, 009, CH-A-520, & CH-B-521)

This figure provides postulated LOCATION OF POSTULATED BREAKPOINTS AND JET break point and jet impingement IMPINGEMENT TARGETS target information only. It is not meant to represent the most up-to- FIGURE 3.6-23 date plant configuration for unrelated components. JUNE 2013 REVISION 17

NOTE:

This figure provides postulated break point, information only. It is not meant to represent the most up-to-date plant configuration for unrelated components.

NOTE:

UNDER THE CRITERIA OF STP MEB 3-1, THE ESSENTIAL SPRAY POND SYSTEM IS A MODERATE-ENERGY SYSTEM CRACKS ARE POSTULATED AT ALL FLANGED CONNECTIONS LEDGEND FLANGED CONNECTION PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR ESSENTIAL SPRAY POND SYSTEM (SP-A-068 & 079 AND SP-B-025 &030)

LOCATION OF POSTULATED PIPE CRACKS FIGURE 3.6-24 JUNE 2013 REVISION 17

NOTE:

NOTE: UNDER THE CRITERIA OF STP MEB 3-1, THE PALO VERDE NUCLEAR GENERATING STATION This figure provides postulated ESSENTIAL COOLING WATER SYSTEM IS CONSIDERED A MODERATE-ENERGY SYSTEM SINCE ITS OPERATION UPDATED FSAR break point information only. It WITHIN HIGH TEMPERATURE PRESSURE CONDITIONS IS RESTRICTED TO LESS THAN TWO PERCENT OF is not meant to represent the NORMAL OPERATIONS CRACKS ARE NPOSTULATED ESSENTIAL COOLING WATER SYSTEM most up-to-date plant ANYWHERE ALONG THE PIPING RUN (EW-A-001, 005, 018, AND EW-B-054, 056, 036) configuration for unrelated LOCATION OF POSTULATED PIPE CRACKS components.

FIGURE 3.6-25 JUNE 2013 REVISION 17

NOTES:

PALO VERDE NUCLEAR GENERATING STATION (1) UNDER THE CRITERIA OF STP MEB 3-1, NOTE:

THE SAFETY INJECTION SYSTEM IS A UPDATED FSAR MODERATE ENERGY SYSTEM SINCE This figure provides postulated OPERATION WITHIN HIGH TEMPERATURE PRESSURE break point information only. It LOW PRESSURE SAFETY INJECTION AND CONDITIONS IS RESTRICTED TO LESS is not meant to represent the CONTAINMENT SPRAY SYSTEMS LOCATION OF THAN TWO PERCENT (2) SUCTION LINES SHOWN AS DASHED most up-to-date plant POSTULATED PIPE CRACKS LINES (3) TRAIN B IS A MIRROR IMAGE OF THE configuration for unrelated FIGURE 3.6-26 ABOVE SKETCH TRAIN SEPARATION IS ASSURED BY DISTANCE AND components.

COMPARTMENTATION JUNE 2013 REVISION 17

CHARGING SYSTEM LINES (CH-E-003, 004, AND 005)

PIPE BREAK WHIP TARGET BREAK NUMBER RESTRAINT LOCATION

@ 1800 NONE NONE TERMINAL 1836 NONE NONE ENDS 1837 NONE NONE 1847 NONE NONE

@ MAX 1809 NONE NONE STRESS 1816 NONE NONE LOCATION 1856 NONE NONE S

7B NONE NONE 10A NONE NONE 27A NONE NONE 51A NONE NONE 101 NONE NONE 105 NONE NONE 112 NONE NONE 131 NONE NONE 140 NONE NONE 141 NONE NONE 143 NONE NONE 144 NONE NONE 149 NONE NONE 155 NONE NONE 160 NONE NONE 184 NONE NONE 185 NONE NONE 218 NONE NONE 220 NONE NONE 224 NONE NONE 226 NONE NONE 227 NONE NONE 229 NONE NONE 230 NONE NONE NOTE:

LEGEND This figure provides postulated break point and jet impingement POSTULATED BREAKPOINT target information only. It is not meant to represent the most up-JET IMPINGEMENT TARGET to-date plant configuration for unrelated components.

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR JET IMPINGEMENT ON CVCS LINES CVCS (CHARGING SYSTEM LINES (CH-E-003, 004, &005)

LOCATION OF POSTULATED BREAKPOINTS ORIGIN OF JET BREAK NUMBER TARGET RCS 1128 (FIGURE 3.6-10) 1,4,6 FIGURE 3.6-27 JUNE 2017 REVISION 19 RCS 1121 (FIGURE 3.6.10) 2,4,6 SDC 1261 (FIGURE 3-6-15) 3,5,7

NOTE:

This figure provides postulated break point information only. It is not meant to represent the most up-to-date plant configuration for unrelated components.

NOTE:

(1) BREAKS ARE POSTULATED AT EACH INTER MEDIATE PIPE FITTING WELDED ATTACHMENT AND VALVE (WITHIN TURBINE BUILDING)

(2) THERE ARE NO ESSENTIAL COMPONENTS LOCATED WITHIN THE TURBINE BUILDING PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR MAIN STEAM LINES IN TURBINE BUILDING (SG-N-035, 038, 044, 047) LOCATION OF POSTULATED BREAKPOINTS FIGURE 3.6-28 JUNE 2013 REVISION 17

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR NOTE: SG BLOWDOWN LINES This figure provides postulated pipe (SG-E-039 AND 048) whip restraint information only. It is ROUTING OF PIPING not meant to represent the most up-FIGURE 3.6-29 to-date plant configuration for unrelated components. JUNE 2013 REVISION 17

NOTE:

(1) BREAKS ARE POSTULATED AT TERMINAL ENDS AND AT EACH INTERMEDIATE PIPE FITTINGS WELDED ATTACHMENT AND VALVE FOR ALL PIPING SHOWN IN TURBINE BUILDING PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR NOTE:

This figure provides postulated pipe whip MAIN FEED AND DOWNCOMER FEED LINES IN restraint information only. It is not meant MSSS AND TURBINE BUILDING ROUTING OF to represent the most up-to-date plant PIPING (POSTULATED NO-BREAK ZONE) configuration for unrelated components. FIGURE 3.6-30 JUNE 2013 REVISION 17

NOTE:

THERE ARE NO JET IMPINGEMENT OR PIPE WHIP RESTRAINTS REQUIRED LEGEND POSTULATED BREAKPOINT PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR AUXILIARY STEAM LINES IN AUXILIARY BUILDING NOTE:

LOCATION OF POSTULATED BREAKPOINTS This figure provides postulated break point information only. It is not meant FIGURE 3.6-31 to represent the most up-to-date plant configuration for unrelated JUNE 2013 REVISION 17 components.

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR NOTE:

This figure provides postulated break CVCS LETDOWN LINE TO LETDOWN HX point information only. It is not meant to LOCATION OF POSTULATED BREAKPOINTS represent the most up-to-date plant UNIT 2 configuration for unrelated components.

FIGURE 3.6-32 SHEET 1 OF 2 JUNE 2013 REVISION 17

LEGEND PIPE BREAK LOCATION JET IMPINGEMENT TARGET 1 - CHARGING LINE PIPE BREAK BREAK NUMBER WHIP RESTRAINT TARGET LOCATIONS TERMINAL ENDS 1960 NONE NONE 1952 NONE NONE 505 NONE NONE 215 NONE NONE 170 NONE NONE MAX STRESS 43 NONE NONE LOCATIONS 250 NONE NONE 270 NONE NONE PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR NOTE: CVCS LETDOWN LINE TO LETDOWN HX This figure provides postulated break LOCATION OF POSTULATED BREAK POINTS point information only. It is not meant to UNIT 2 represent the most up-to-date plant configuration for unrelated components. FIGURE 3.6-32 SHEET 2 OF 2 JUNE 2013 REVISION 17

NOTE:

THE AUXILIARY FEEDWATER LINE IN THE MSSS BLDG, SHOWN DASHED ABOVE, IS EXEMPT FROM HIGH ENERGY LINE BREAKS BASED ON 2% RULE AND PIPING IS DESIGNED TO A STRESS VALUE BELOW 0.4 (1.2 Sh + SA).

AUXILIARY FEEDWATER LINES (AF-N-103 AND 105)

LEGEND PIPE BREAK LOCATION BREAK WHIP RESTRAINT TARGET NUMBER PIPE BREAK LOCATION

@ TERMINAL ENDS A95 NONE NONE T15 NONE NONE NO JET IMPINGEMENT TARGETS PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR NOTE:

This figure provides postulated break AUXILIARY FEEDWATER LINES point information only. It is not meant (AF-N-103 AND 105) to represent the most up-to-date plant LOCATION OF POSTULATED BREAKPOINTS configuration for unrelated components.

FIGURE 3.6-33 JUNE 2013 REVISION 17

FREQUENCY lepJ PERIOD (swl PAL0 VERDE NUCLEAR GENERATING STATION UPDATED FSAR HORIZONTAL DESIGN SPECTRA FOR SSE 0.25 g FIGURE 3.7-1 REVISION 11

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR -

VERTICAL DESIGN SPECTRA FOR SSE 0.25 g FIGURE 3.7-2 JUNE 2001 REVISION 11

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR HORIZONTAL DESIGN SPECTRA FOR OBE 0.13 g FIGURE 3.7-3 JUNE 2001 REVISION 11

I PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR VERTICAL DESIGN SPECTRA FOR OBE 0.13 g FIGURE 3.7-4 JUNE 2001 REVISION 11

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR DAMPING VS. STRAIN "

CLAY FIGURE 3.7-5 JUNE 2001 REVISION 11

I PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR DAMPING VS. STRAIN SAND FIGURE 3.7-6 JUNE 2001 REVISION 11

f_

!.1-NOISIA31:I LOOg3NRP L-L_ quFIOI4 3ql-lOWc17105 I:::IVS_.-I Og+/-VOd n NOIJ.V_I_$DNIIVkl3N30 klVq7OflN 30W:::IAO7Vd

1.0 0.8 0.6 X

r,,p O4 0.2 0,0

.0001 ,001 .01 .1 1. 10.

SHEAR STRAIN (%)

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR SHEAR MODULUS VS. STRAIN - CLAY FIGURE 3.7-8 JUNE 2001 REVISION 11

d J

L.

m

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR REACTOR COOLANT SYSTEM SEISMIC MODEL WITH REPLACEMENT STEAM GENERATORS FIGURE 3.7-9A JUNE 2009 REVISION 15

_ l_ I_ I I_

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR CONTAINMENT BUILDING LUMPED MASS MODEL FIGURE 3.7-10 JUNE 2001 REVISION 11

140" 2 100; 4 88" 5 6

70" ="= X II . w PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR AUXILIARY BUILDING LUMPED MASS MODEL FIGURE 3.7-11 JUNE 2001 REVISION 11

Y Y

_-ml_ SH EAR WALLS I_-'- FLOOR BEAMS

,_l..-.._ CO LUM NS l EL.180" J15 5

14 ! _, 9 10

/

19.8'

,=. 4* 121

_I"3 - _, 7 8

/

20' 140" 3

10 i 5 6

_T" t 20"

,20.

2. 8, _I';. t 20' 3 '

16 i _ 11 27.7' III 12/___

VERTICAL HORIZONTAL I II I I I m PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR CONTROL BUILDING LUMPED MASS MODEL FIGURE 3.7-12 JUNE 2001 REVISION 11

NOF_TH WALL @ EL 193.67' O WEST WALL SOUTH WALL {

/

26.67' v

(_ EL: 167' O !!,

EAST WALL 27.5' PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR FUEL BUILDING LUMPED MASS MODEL FIGURE 3,7-13 JUNE 2001 REVISION 11

TtNtE-FItSTORY SOIL FIXED-BASE PROPERTIES MODEL BECHTEL [ MEASURED 1 STRUCTURE (S.AK [ IM A_

PROFILE AND (SMIS)

PROPERTIES l DESIGNSOIL DEPENDENT I MASS,AND DAMPING IMPEDANCES L _s MODIFIED FOR EMBEDMENT IMPEDANCES [

INTERACTION MODEL l SOIL-STRUCTURE I

....... _lr (FOSIN)

I (

FLOOR TIME-HISTORIES

.......... I ........ _ ,SPECTRA)

SPECTRA

! FLOORRESPQNSE i (STICK) !

FOR DESIGN RESPONSESPECTRAI NOTE:

( ) INDICATES THE COMPUTERPROGRAMUSED.

- I i

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR PROCEDURE FOR TWO-DIMENSIONAL SOIL-STRUCTURE INTERACTION ANALYSIS FIGURE 3.7-14 JUNE 2001 REVISION 11

ACCELERATION SHEAR MOMENT DISPLACEMENT (g) (k) (k-ftl (in.)

289"-6 0 89 _ 1.26

_w 2,130 263"-45 ,,,L 0 81 0.06 x 106 1.09 6,920 238'-6 ,_ 0.73 0.23 x 106 0.90 213'-6 ,L 0.64 0.52 x 106 0.73 Ir 16,510 185"-O ,L O.55 11,510 _ 0.99 x 106 0.53 /

2O,59O 160'-0 __ 0.46 ..... 0.3 23,390 140'--0 ,,, 0,39 / '_ 1.97 x 106 10.26 120'-0 '

,L 0.33 25,500 2.48 x 106 \ r 0.20 27,210 100'-0 "' O.2E 1 3.02 x 106 \ 0.25

.....73"-6 = 0.31 28,54O 3,78 x 106 _ i 0.33 CONTAINMENT STRUCTURE 155'-0 0;39 0.40 15o'-e _ ..... /-

140'-0 *F 0.35 p 950 1 0,01 x 106 103 . 0

_120'-0 _, 0.301 _ 3,790 0.09 x 106 ! 0.21 6.660 100'-0 0.26 0.22 x 106 0.25

_3'-3* F 'I 9,030 I_ 0.33 X 106 0.29 87'-4 _

!! 0.3_

73'-6 ,,, l] 1,,0_0 ...... _t 0.,=9.106 i0.33 INTERIOR STRUCTURE I I I II II PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR CONTAINMENT BUILDING DESIGN RESPONSE (SSE)

FIGURE 3.7-15 JUNE 2001 REVISION 11

ACCELERATION SHEAR MOMENT DISPLACEMENT (g) (k) (k-ft) (in.)

El. 156" 0.3: .0.26 IW ......

140' _ L 0.3l 3.900 0.06 x 106 .. 0.24 /

120'

_ 10.27 8,400 _ 0.23 x 106 0.20

\

100' _, 0.23 13,600 _0.51 x 106 '" 0.16 i

\ i

,, 68' ; 0.2t 17.6_ _ .. .. I_n,_106 0._4 70' . 0.20 20.600

.A 1.11 X 106 _ :0.10 HORIZONTAL (OBE}

E L.156' 0.56 0.59

, 14.0'

,, ,

0.52 6.850 1 0 11 x 106 , 0.5_3 ....

120" , 0.46 14,700 106 0.45 100" ,, 0.42 23,500 0._ .X 106 _ 0.3'/

86',,, 0.39 ....

30,800 1,2_x!06 __ 0.32 r 70' I " 0.36 36,400 I.

1.94xlo6 . _ 0 24 i

HORIZONTAL (SSE)

.. _111 I II

-..=.

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR AUXILIARY BUILDING DESIGN RESPONSE FIGURE 3.7-16 JUNE 2001 REVISION 11

ACCELERATION SHEAR MOMENT DISPLACEMENT (gl (k) (k-ftl (in.)

El. 180' 0.41 0.28 i / ' /

1,180 160" 0.37 20,600 0,25 120' 0.24/ 3,780 _ _148,000 0.1 74,

/

_013 5,6.90 HORIZONTAL E-W 398,700 '_

°11 J0.05 El. 180

0.50 0.43

_00. o,4 ,loo 038 140' 0.36 3,140 _87,900 0.31 ,f 120' 0.29/ 4,560 _ 179,000 0.24//

100" 0.21/i _ 5,680 292,000_ 0.7 74' _0.13 6,.750 477,600 _ ! 0.06 HORIZONTAL N.--S "1

II * , I i ,

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR CONTROL BUILDING DESIGN RESPONSE (OBE)

FIGURE 3.7-17 JUNE 2001 REVISION 11

ACCELERATION SHEAR MOMENT DISPLACEMENT (g) (k) (k-ft) (in.)

180' 0.82 0 67 140' , L 0.60 5,170 144.400 0.51

,.. o/ ...,oo.o i-100' 0.3 1 9,530 _U0 0. 7 74' , l0.27 11,520 802,800 _ _ 0.15 r HORIZONTAL E-W El. 180' 0.87 0,86 160' 0.75 43,000 0.76 140' , 0.63 5,380 150,600 0.63 306,800 0,49 74' /0 26 11,670 822,000 '_

HORIZONTAL N-S PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR CONTROL BUILDING DESIGN RESPONSE (SSE)

FIGURE 3.7-18 JUNE 2001 -- REVISION i 1 -

ACCELERATION DISPLACEMENT (g) (in.)

EL 193'-7 0,36 0.46 167'-0 0.40

/

139'--6 0.22 / 3.

r 119'-6 0.18 .19 97'-6 3.1 j ),12 OBE El. 193'-7 0.65 0.98

= i 167'-0 0.99

/

139'-6 0.57 /

119'-6 043 l 97"--6 127 SSE i i i PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR FUEL BUILDING DESIGN RESPONSE (N-S)

FIGURE 3.7-19 JUNE 2001 REVISION 11

kn kn_ 1 k3 k2 k1

/

III II I PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR SOIL-STRUCTURE INTERACTION MODEL FIGURE 3.7-20 JUNE 2001- J__.,WSLON11

08E LUMPED MASSMODEL HORIZONTAL COMPONENTN-S FREQUENCY= 3.6 CPS PARTICIPATION FACTOR= 55.638 MODE SHAPE 1 PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR AUXILIARY BUILDING MODE SHAPES FIGURE 3.7-21 Sheet 1 of 14 JUNE 2001 REVISION 11

OBE LUMPED MASSMODEL HORIZONTAL COMPONENTN-S FREQUENCY= 7.9 CPS PARTICIPATION FACTOR= 22.05 EL 155.33__ C_ [ ]

/

I i

I I

EL 139.12-- O[ "l EL 118.7_5-- "]

i I

I I

I EL 99.0 __ ]O I

I t

I I

EL 86.87 __ "] O I

I I

I EL 68.0 _

i MODE SHAPE 2

_ _ IIII _ II I PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR AUXILIARY BUILDING MODE SHAPES FIGURE 3.7-21 Sheet 2 of 14 JUNE 2001 _REVJSION-I-I---

OnE LUMPEDMASS MODEL HORIZONTAL COMPONENTN-S FREQUENCY= 18.8 CPS PARTICIPATION FACTOR=-1,876 EL 155.33_ 0 I

I I

EL 139,12_ (_

I I

I EL 118.75_

I

/

f EL 99.0 __

I I

I EL 86,87 __ 0 [ ]

I I

I EL 68.0 __ _

I r

%Ji.J MODE SHAPE 3 PALO VERDE NUCLEAR GENERATING STATION ,4 UPDATED FSAR AUXILIARY BUILDING MODE SHAPES FIGURE 3.7-21 Sheet 3 of 14 JUNE 2001 REVISION 11

SSE LUMPE0MASSM00EL HORIZONTALCOMPONENT N-S FREQUENCY = 3.2CPS PARTICIPATt0NFACTOR= 55.74 EL 155.33_ _] ?

I I

II I

EL 139.1_ ] (_

/

I I

EL_18.75_ ] 0 I

I l

I EL 99.0 _ ] (_)

II I

I I

I EL86.87 _ "] ?

/

I I

MODE SHAPE 1 III i PALO VERDE NUCLEAR GENERATINGSTATION UPDATED FSAR AUXILIARY BUILDING MODE SHAPES FIGURE 3.7-21 Sheet 4 of 14 JUNE 2001 REVISION 11 __

SSE LUMPEDMASSM00EL HORIZONTALCOMPONENT N-S FREQUENCY = 7.0CPS PARTICIPATIONFACTOR= 21.249 EL 155.33_ (_)

I I

EL 139.12__ (_)

I I

EL 118.75__ (

I EL99.0 __ t'_

I I

t t

I EL 66.87__

I 1

I m

1 EL 68.0 __ ,,_

MODE SHAPE2 PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR AUXILIARY BUILDING MODE SHAPES FIGURE 3.7-21 Sheet 5 of 14 JUNE 2001 REVISION 11

SSE LUMPED MASSMODEL HORIZONTAL COMPONENTN-S FREQUENCY = 18.4CPS PARTICIPATION FACTOR = 1.601 EL 155.33__ O [

I I

! i EL 139.12__ (_ j-_]

t I

I I

EL 118.75__ _C)]-]

I 1

EL 99.0 _ (

I I

t EL 86.87 _ [ (_

/

I I

EL 68.0 _ [

MODE SHAPE 3 I i ,_,

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR AUXILIARY BUILDING MODE SHAPES FIGURE 3.7-21 Sheet 6 of 14 JUNE 2001 REVISION-tt ...........

OBE LUMPED MASSMODEL HORIZONTAL COMPONENTE-W FREQUENCY= 3.9 CPS PARTICIPATION FACTOR= 57.795 EL t55.33_ O I

I I

EL 139.12 (_)

I I

I EL 118.75_ 0 I

I I

EL 99.0 ?

I i

EL 86,87 _ ] 6 I

I I

I EL 68.0 _ J1 MODE SHAPE 1 I ii _,

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR AUXILIARY BUILDING MODE SHAPES FIGURE 3.7-21 Sheet 7 of 14 JUNE 2001 REVISION 11

0BE LUMPEDMASS MODEL HORIZONTAL COMPONENTE-W FREQUENCY= 7.9 CPS PARTICIPATION FACTOR= -15.109 EL 155.33_ (_

l I

i I

I EL130.12_ !0 I

I l

I EL 11875_

MODE SHAPE 2 I

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR AUXIIIARY BUILDING MODE SHAPES FIGURE 3.7-21 Sheet 8 of 14 JUNE 2001 REVISION 11_ --

08E LUMPED MASSMODEL HORIZONTAL COMPONENTE-W FREQUENCY= 16,1 CPS PARTICIPATION FACTOR=--.4.208 EL 155.33_ ?

i I

I ELI_lZ__ O I

I

/

EL 118,75.L_._

/

I EL 99.0

/

EL 86.87 _ (_

/

I

/

EL 68.0 MODE SHAPE 3 I I i PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR AUXILIARY BUILDING MODE SHAPES FIGURE 3.7-21 Sheet 9 of 14 tUNE 2001 REVISION 11

SSE LUMPED MASSM00EL HORIZONTAL COMPONENTE-W FREQUENCY= 3.5 CPS PARTICIPATION FACTOR = 57,79 EL 155.33_ ] ?

/

I i

I I

EL 139.12_ ] &

v I

I I

EL 118.75_ "1 ?

I I

I EL89.Q _ 0 I

I I

I EL 86.87 _ ?

/

I I

EL 68.0 _ 6 t,

MODE SHAPE 1 I III I I II I PALO VERDE NUCLEARGENERATING STATION UPDATED FSAR AUXILIARY BUILDING MODE SHAPES FIGURE 3.7-21 Sheet 10 of 14 JUNE 2001 REVlSLO_N !! ....

SSE LUMPEDMASS MODEL HORIZONTAL COMPONENTE-W FREQUENCY= 7.0 CPS PARTICIPATION FACTOB = 14.53 "

EL 155.33__ O [_]

l I

I I

I EL 118.75__ I I

I EL 9g.0 __ I_)

I I

EL 86.87 __ C)

I i

I I

EL 68.0 __ tJL_

%./

MODE SHAPE 2 I nl _

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR AUXILIARY BUILDING MODE SHAPES FIGURE 3.7-21 Sheet 11 of 14 JUNE 2001 REVISION1.1 _ - -

SSE LUMPED MASSMODEL HORIZONTAL COMPONENTE-W FREQUENCY= 15,9 CPS PARTICIPATION FACTOR= 3.371 EL 155.33__ 9 [

/

I I

EL 139.12__ + [

I I

EL 118.75- _ (_

I EL 99.0 MODE SHAPE 3 I I I - llI III _ I I PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR AUXILIARY BUILDING MODE SHAPES FIGURE 3.7-21 Sheet 12 of 14 JUNE 2001 REVISION 1_1--_- ......

0BE LUMPEDMASSMODEL VERTICAL COMPONENT FREQUENCY= 5.2 CPS PARTICIPATION FACTOR= 59.87

?

EL 155.33__ "] I I

I 1

EL 139.12__ "1 (_

I I

EL 118.75__ (_)

I I

I

/

I EL 99.0 __ (_)

I""" _OR _,AmTY I

EL 86.87 __ (_

I I

EL 68.0 --

MODE SHAPE 1 IIII I I I PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR AUXILIARY BUILDING MODE SHAPES FIGURE 3.7-21 Sheet 13 of 14 JUNE 2001 REVISION 11

SSE LUMPED MASSMODEL VERTICAL COMPONENT FREQUENCY= 4.6 CPS PARTICIPATION FACTOR= 59.67 9

EL155.33M [ I I

I I

I EL 139.12__ [ I I

I I

EL_18.75_ r I I

I I

1 EL 99.0_ E (_

I I

FOR CLARITY

_ TICK MODEL SHIFTED I

EL 86.87 _ [ +

/

I I

6 EL 68,0 _ r MODE SHAPE 1 I I PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR AUXILIARY BUILDING MODE SHAPES FIGURE 3.7-21 Sheet 14 of 14 JUNE 2001 REVISION 11 .... -- -

0BE LUMPEDMASSMODEL HORIZONTALCOMPONENT N-S FREQUENCY = 4.0CPS PARTICIPATION

/- FACTOR =-25,93 EL 180'__

0 i

I I

I EL 160' -- 0 I

I I

EL 140' __ (1)

I I

EL 120' -- 0 I

I I

I EL 100' __ (_j

/

t I

I EL74' !

MODE SHAPE1 PALOVERDE NUCLEARGENERATING STATION UPDATED FSAR CONTROL BUILDING MODE SHAPES FIGURE 3.7-22 Sheet 1 of 12 JUNE2001 REVISION 11

0BE LUMPED MASS MODEL HORIZONTAL COMPONENTN-S FREQUENCY = 11.6CPS PARTICIPATION FACTOR= 15.11 EL 180' __ C) t I

I I

I EL 160' __

1 I

I EL 140' __

I I

t I

EL 120' __ ] (_)

III I

I I

I EL 100' __ ] (_

I I

I

/

I EL 74' __ 6 MODE SHAPE 2 I

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR CONTROL BUILDING MODE SHAPES FIGURE 3.7-22 Sheet 2 of 12 JUNE 2001 REVISION 11

SSE LUMPEDMASS MODEL HORIZONTAL COMPONENTN-S FREQUENCY = 3,7 CPS PARTICIPATION FACTOR = 26.28 ELla0'__ 3 0 I

1 I

I EL 160' _

/

i I

I I

EL 140' __ 9 I

I r

I EL 120' __ /

i I

I EL 10Q' -- _)

i EL 74' _

MODE SHAPE 1 i _ , l111 ,, I PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR CONTROL BUILDING MODE SHAPES FIGURE 3.7.22 Sheet 3 of 12 JUNE 2001 REVISION11 ........

SSE LUMPEDMASSMODEL HORIZONTAL COMPONENTN-S FREQUENCY= 10.4 CPS PARTICIPATION FACTOR = -14.848 EL180'-- [ 0

/

i I

I ELtGO' m [ 0 I

I l

I EL 140' _

I I

EL 120" _ O[ ]

I I

EL 100' __ (_ ]

I I

EL 74' ,,_ _"1 ':

MODE SHAPE 2 PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR CONTROL BUILDING MODE SHAPES FIGURE 3.7-22 Sheet 4 of 12 UNE 2001 REVISION 14 ..........

OBE LUMPED MASS MODEL HORIZONTAL COMPONENT E-W FREQUENCY = 4.4 CP$

PARTICIPATION FACTOR= 26.53 EL 180' _ (_

/

1 I

I EL 160' _ Q

/

I I

I EL 140' _ (_

I I

m i

EL 120' _

I I

EL 100" _ "]

I I

/

EL 74' _ _)

MODE SHAPE 1 I IIIII I II PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR CONTROL BUILDING MODE SHAPES FIGURE 3.7-22 Sheet 5 of 12 JUNE 2001 REVISION 11

0BE LUMPEDMASS MODEL HORIZONTAL COMPONENT E-W FREQUENCY = 12.2 CPS PARTICIPATION FACTOR= 14.385 EL180" __ (_

I I

EL 180' _ (_[

EL 140' __

i

\

EL 120' _

/

i I

t EL 100' -- 0 i

i I

EL 74: -- 0 MODE SHAPE 2 ill i III , I i i PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR CONTROL BUILDING MODE SHAFES FIGURE 3.7-22 Sheet 6 of 12 JUNE 2001 REVISION 11 .......

SSE LUMPEDMASS MODEL HORIZONTAL COMPONENT E-W FREQUENCY = 4.0 CPS PARTICIPATION FACTOR = 26.906 EL 180' _ 9

/

I I

i I

EL 160' _ 0 t

I I

EL 140' _ 9 I

I I

EL 120' _ (_

I I

I EL 100' _ 9 I

I EL 74" _

MODE SHAPE 1 iiiiii II I II ii i

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR CONTROL BUILDING MODE SHAPES FIGURE 3.7-22 Sheet 7 of 12 JUNE 2001 REVISION 11

SSE LUMPE9 MASSMODEL HORIZONTAL COMPONENT E-W FREQUENCY = 10.9 CPS PARTICIPATION FACTOR=-13.886 EL180' _ /

I I

EL160'_ ](_

/

I I

I

/

EL 140' __ L

/

I EL 120' _ O [

I I

/

I I

EL10o'__ 0 "1 I

f I

I EL 74' _ -t

_ J MODE SHAPE 2

.... =

PALOVERDE NUCLEARGENERATING STATION UPDATED FSAR CONTROL BUILDING MODE SHAPES FIGURE3.7-22 Sheet 8 of 12 JUNE 2001 REVISION 11

OBE LUMPEDMASS MODEL VERTICAL COMPONENT FREQUENCY = 7.1 CPS PARTICIPATION FACTOR=-26.89 I !

I I

{I .'i I I i I SL14o' r ! I I j I I EL 120' -- [ + _ .J I

sl"icK MODE, SHIFTED I'. I_" FOR CLARn"_

I I I! ! '12_

EL,O0' -- _ (_).j,,

I I

! I I I MODE SHAPE 1 I m EL74" _ (_)_ ,_'t.... _ II I II I II I ml = ,, ...,..

I

==<'"

"<= e

_il_[_ PALO VERDECONTROL NUCLEARuPDATED GENERATINGFsAR BUILDING STATION MODE SHAPES FIGURE 3.7-22 Sheet 9 of 12 JUNE 2001 REVISION 11

OBE LUMPED MASS MODEL VERTICAL COMPONENT FREQUENCY= 10.3 CPS

_.._ PARTICIPATION FACTOR= 13.92 q

EL_8o'-- :](:;:) ...!

I I !

J I EL160' __ ] I I

, ?-

I !

I I EL 140' _ ] I I O-I I t I

! ! 3 J= I.

I- ' STICK MODEL SHIFTED I I FOR CLARITY I I EL 100'_ ?

I I I I I I

! I MODE SHAPE 2 EL74' i.r_ (_)

..a Z I= o'J _ :_ i i j PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR CONTROL BUILDING MODE SHAPES FIGURE 3.7-22 Sheet 10 of 12 JUNE 2001 REVISIOIkL--1q_-......

SSE LUMPED MASS MODEL VERTICAL COMPONENT FREQUENCY = 6.5 CPS PARTICIPATION FACTOR = 28.60 I

I I I I EL120"_ ,

(_

I

! I

- l= , STICK MODEL SHIFTED I I ,O FO. CLA.,T'r El.1Qo, _ 0 O-f !

I I I I MoDE SHAPE 1 1 I EL 74" -:--

1 t° PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR CONTROL BUILDING MODE SHAPES FIGURE 3.7-22 Sheet 11 of 12 JUNE 2001 REVISION 11

SSE LUMPED MASSMODEL VERTICAL COMPOMENT FREQUENCY = 10.0 CPS PARTICIPATION FACTOR = 10.15 t

I

¢',-J 0 EL 180'_

I J I I 'l?

I EL 160" _ ,

O I i I I I EL 140' _ O I i I I

! c?

? l

],= !:- " STICK MODEL SHIFTED I FOR CLARITY EL 1O(' _ (_

I l ] MODE SHAPE 2 I i i I

, , I I , .......

EL 74' _ ....

,o oil PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR CONTROL BUILDING MODE SHAPES FIGURE 3,7-22 Sheet 12 of 12 JUNE2001 REVISION 11

ORE LUMPEDMASSMODEL REPRESENTSA WATER HORIZONTALCOMPONENT N-S EQUIVALENTSPRINGCONSTANT FREQUENCY = 0.26CPS PARTtCIPATiON FACTDR=4..38 MODE SHAPE 1 (FLUID OSCILLATION MODE)

I I i I

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR FUEL BUILDING MODE SHAPES FIGURE 3.7-23 Sheet 1 of 22 JUNE 2001 REVISION 11

0BE LUMPED MASSMODEL REPRESENTSA WATER HORlZONTAL COMPONENTN-S EQUIVALENT SPRING CONSTANT FRED.UENCY= 2,77 CPS PARTICIPATION FACTOR=-31.559

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PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR FUEL BUILDING MODE SHAPES FIGURE 3.7-23 Sheet 2 of 22 JUNE 2001 REVISION 11

0BE REPRESENTSA WATER LUMPEDMASSMODEL EQUIVALENTSPRINGCONSTANT HORIZONTALCOMPONENT N-S FREQUENCY= 4.81CPS PARTICIPATIONFACTOR=-8.632 Lj y _J _y"

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I MODE SHAPfi 3 I I I PALOVERDE NUCLEAR GENERATINGSTATION UPDATED FSAR FUEL BUILDING MODE SHAPES FIGURE3.7-23 Sheet 3 of 22 JUNE 2001 REVISION 11

0BE REPRESENTSA WATER LUMPEDMASSMODEL

EQUIVALENTSPRINGCONSTANT HORIZONTALCOMPONENT N-S FREQUENCY = 5.42CPS PARTICIPATIONFACTOR= -1.599 I X/ I I / \ I I /

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MODE SHAPE4 PALOVERDE NUCLEAR GENERATING STATION UPDATED FSAR FUEL BUILDING MODE SHAPES FIGURE 3.7-23 Sheet 4 of 22 JUNE 2001 REVISION 11

ORE REPRESENTSA WATER LUMPED MASSMODEL EQUIVALENT SPRING CONSTANT HORIZONTAL COMPONENTN-S r

FREQUENCY= 5.77 CPS PARTICIPATION FACTOR= 8.47 MODE SHAPE 5 I I ii = m,, ,

PALOVERDE NUCLEAR GENERATINGSTATION UPDATED FSAR FUEL BUILDING MODE SHAPES FIGURE3.7-23 Sheet 5 of 22 JUNE 2001 REVISION

REPRESENTSA WATER SSE EQUIVALENT SPRING CONSTANT- LUMPED MASSMODEL HORIZONTAL COMPONENTN-S FREQUENCY= 0.26 CPS PARTICIPATION FACTOR = 4.388

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I Ul I I I i PALOVERDE NUCLEAR GENERATINGSTATION UPDATED FSAR FUEL BUILDING MODE SHAPES FIGURE 3.7-23 Sheet 6 of 22 JUNE 2001 REVISION 11

SSE

-_ REPRESENTSA WATER LUMPEOMASS MODEL EQUIVALENT SPRING CONSTANT HORIZONTAL COMPONENTN-S FREQUENCY= 2.52 CPS PARTICIPATION FACTOR= -31.889 _

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SSE REPRESENTSA WATER LUMPED MASS MODEL EQUIVALENT SPRINGCONSTANT HORIZONTAL COMPONENTN-S FREQUENCY = 4.36 CPS PARTICIPATION FACTOR = -7.376 j_

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SSE

_./"Y"k- REPRESENTSA WATER LUMPED MASS MODEL EQUIVALENT SPRING CONSTANT HORIZONTAL COMPONENTN-S FREQUENCY = 5,38 CPS PARTICIPATION FACTOR =-7,525 °

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REPRESENTSA WATER SSE EQUIVALENTSPRINGCONSTANT LUMPEDMASSMODEL HORIZONTALCOMPONENT N-S FREQUENCY = 5.51CPS PARTICIPATIONFACTOR= -11,86

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PALO VERDE NUC'LEAR GENERATINGSTATION UPDATED FSAR FUEL BUILDING MODE SHAPES FIGURE 3.7-23 Sheet 10 of 22 JUNE 2001 REVISION 11 ..... -- -

0BE LUMPED MASSMQOEL REPRESENTSAWATER HORIZONTAL COMPONENTE-W EQUIVALENT SPRING CONSTANT FREQUENCY= 0.26 CPS PARTICIPATION FACTOR= 4.69 MODE SHAPE 1 (FLUID OSCILLATION MODE)

I II , III "

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR FUEL BUILDING MODE SHAPES FIGURE 3.7-23 Sheet 11 of 22 JUNE 2001 REVISION 11 ......

OBE LUMPED MASS MODEL REPRESENTSA WATER HORIZONTAL COMPONENTE-W EQUIVALENT SPRING CONSTANT FREQUENCY= 2.73 CPS

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0BE LUMPED MASS MODEL REPRESENTSA WATER HORIZONTAL COMPONENT E-W EQUIVALENT SPRING CONSTANT FREQUENCY= 3.46 CPS PARTICIPATION FACTOR = 19.40

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_ I PALOVERDE NUCLEARGENERATING STATION UPDATED FSAR FUEL BUILDING MODE SHAPES FIGURE 3.7-23 Sheet 13 of 22 JUNE 2001 REVISION 11 __- =--

0BE LUMPED MASSMODEL REPRESENTSA WATER HORIZONTAL COMPONENTE-W EQUIVALENT SPRING CONSTANT FREQUENCY = 5.47 CPS PARTICIPATION FACTOR= 6.435 MODE SHAPE 4

IIII i II I II ill ii II j i PALOVERDE NUCLEAR GENERATINGSTATION UPDATED FSAR FUEL BUILDING MODE SHAPES FIGURE 3.7-23 Sheet 14 of 22 JUNE 2001 REVISION 11

OBE REPRESENTSA WATER LUMPED MASSMODEL EQUIVALENT SPRING CONSTANT HORIZONTAL FREQUENCY= COMPONENTE-W 5.60 CPS.

PARTICIPATION FACTOR= 3.688 MODE SHAPE 5

IH I PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR FUEL BUILDING MODE SHAPES FIGURE 3.7-23 Sheet 15 of 22 JUNE 2001 REVISION 11

SSE REPRESENTSA WATER LUMPED MASSMODEL EQUIVALENT SPRING CONSTANT HORIZONTAL COMPONENTE-W FREQUENCY= 0.26 CPS PARTICIPATION FACTOR = 4.694

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PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR FUEL BUILDING MODE SHAPES FIGURE 3.7-23 Sheet 16 of 22 JUNE 2001 REVISION 11

SSE LUMPED MASSMODEL

_._ REPRESENTSAWATER HORIZONTAL COMPONENTE-W EQUIVALENT SPRING CONSTANT FREQUENCY = 2.59 CPS PARTICIPATION FACTOR=-29,963

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I PALO VERDE NUCLEAR GENERATING STATION U PDATED FSAR FUEL BUILDING MODE SHAPES FIGURE 3.7-23 Sheet 17 of 22 JUNE 2001 REVISION 11

SSE LUMPED MASSMODEL REPRESENTSA WATER HORlZDNTAL COMPONENT E-W EQUIVALENT SPRING CONSTANT FREQUENCY = 3.36 CPS PARTICIPATION FACTOR-- 14.912 MODE SHAPE 3 I IIIIIII PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR FUEL BUILDING MODE SHAPES FIGURE 3.7-23 Sheet 18 of 22 JUNE 2001 REVISION 11 ..

SSE REPRESENTSA WATER LUMPEDMASS MODEL EQUIVALENT SPRING CONSTANT HORIZONTAL COMPONENTE-W FREQUENCY= 4..97CPS PARTICIPATION FACTOR= 2.065 MODE SHAPE 4 PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR FUEL BUILDING MODE SHAPES FIGURE 3.7-23 Sheet 19 of 22 JUNE 2001 REVISION 11

SSE REPRESENTSA WATER LUMPED MASSMODEL EQUIVALENTSPRING CONSTANT - HORIZONTAL COMPONENTE-W FREQUENCY= 5.4 CPS PARTICIPATION FACTOR = -11.571 MODE SHAPE 5 I

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR FUEL BUILDING MODE SHAPES FIGURE 3.7-23 Sheet 20 of 22 JUNE 2001 REVISION 11

OBE LUMPEDMASSMODEL VERTICALCOMPONENT FREQUENCY=4.61CPS PARTICIPATION FACTOR= 36.49 9

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6 MODE SHAPE 1 PALE)VERDE NUCLEARGENERATINGSTATION UPDATED FSAR FUEL BUILDING MODE SHAPES FIGURE3.7-23 Sheet 21 of 22 JUNE 2001 REVISION 11

SSE LUMPED MASS MODEL VERTICAL COMPONENT FREQUENCY = 3.87CPS PARTICIPATION FACTOR = 31].49

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"*_-_,,n, FIGURE 3.7-26 JUNE 2001 ...... REVISION 11

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CONTAINMENT DOME FIGURE 3.7-31 BA-72 5/71_

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, I _* 1 1,2

I .... l Ir * * :- ]

_,-,.qL I I 1 _ . l

I'k - .-_ .i. k ........ l

.J I 1 /,-'- I ! I J , k J _.,. ,_ l I

0.8 l,r I * .1 m _IIL* 1

J %, - I I q

I 1

. Y ' 4,:4. I 0.4 _ '_,, I

.... [ _ r'" I

_'q lh..-- I

. li l

0

01 .10 1.00 1_.00 PERIOD (SEC)

FROM LUMPED-MASS ANALYSIS (SMOOTHED)

I II Ill lllI ll IIIII FROM LUSH ANALYSIS (SMOOTHED)

PALOVERDE NUCLEARGENERATINGSTATION 2% DAMPING UPDATED FSAR COMPARISONOF ACC. RESPONSE SPECTRA AUXILIARY BUILDING SSE VERTICAL FIGURE3.7-39

"'-'" """ JUNE 2001 REVISION 11

I

[Q II EXTENSION SHAFT HOLD DOWN RING__ _,...

CEA--------.

_ , UGS SHROUD

_._ ASSEMBLY STRUCTURE tl BARREL UPPERGUIDE t , ' 1 ASSEMBLY- 1 .,o e12 1113 I

e16

]171 18"e19 tll

'I l

22 -FUELASSEMBLY ACTIVE

25 IESUPPORT CORE BARRELASSEMBLY LENGTH t261 l

28 11 291 I " I_CORE e34 SHROUD SNUBBER J LOWER SUPPORT

/ STRUCTURE CORESTOP_ / INSTRUMi_IT_TION FLOW SKIRT_ i ASSEMBLY "IN-CORE PALOVERDE NUCLEAR GENERATINGSTATION INSTRUMENTATION UPDATED FSAR NOZZLES REACTOR INTERNALS HORIZONTAL SEISMIC MODEL FIGURE 3.7.40-1 FIGURE 3.7.40-1 JUNE 2003 REVISION 12 Rev. 12

48 UGS "////z/_':'_////?/)"

SUPPORT BARREL--,

CEA .

SHROUDS 3 ( 4( 5 6 PRESSURE VESSEL

( 8( 9 i0 CORE Ii ( SUPPORT CONTROL BARREL --_

ELEMENT SHROUD/ 12 13 IUSES F.A.P.

14 l 15 16 37 49(

38 17( 18 19 39 C.S.

40 20( 21 22 FUEL 23 24 25 42 43 26 2/ 28 44 29 30 31 45 46 ;NUBBER'C

[32 < 33 (¢¢ 34 LOWER 35 SUPPORT ._ 36 STRUCTURE PALOVERDE NUCLEAR GENERATING STATION UPDATED FSAR REACTOR INTERNALS LINEAR HORIZONTAL SEISMIC MODEL FIGURE 3.7.40-2 JUNE 2003 REVISION 12 F I GURE 3.7.40-2 Rev. 12

39 I REACIOR VESSEL 4o_--7 FLANGE CEA SHROUDS._.___.___/ -__b-_ 41 (UGS PACKAGE) 38 9_..] 177L_

UGS SUPPORT BARREL_ 8 37 36 35 i ROL 7

. ELEMENT I_ SHROUD J TUBES 34 6 33 32_ 18 315 FUELASSEMBLIES -30 _ 17 5 SUPPORT

-81 "--CORE 27 _ 16 CORE BARREL 26 15 25 ISHROU I 4 24 14 23 21li 13 3 19

22 Ii _b 20-_, 12t 2 LOWER - Y" ._

SUPPORT_ 43 _ I STRUCTURE 10

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR REACTOR INTERNALS LINEAR VERTICAL SEISMIC MODEL FIGURE 3.7.40-3 IUNE 20:03 REVISION 12 FIGURE 3.7.40-3 Rev. 12

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR REACTOR INTERNALS NONLINEAR HORIZONTAL SEISMIC MODEL FIGURE 3.7.40-4 JUNE 2011 REVISION 16

3 4 5 6 B 9 10 C

"/SLJPPORT ,,,..PRESSURE BARREL VESSEL SHEET 11 12 13 TUBE-_

RE,ON FAP 14- ,_ J w"VSr-//-I I / / 7/ r / / / / h'/-'_/V'- 15 16 (17) Z07) (17) 17 -JVb-/_'35 40 45 -//-"V_v'-'_17 18 19 20 --_F _' 36 41= 46 h//_, 20 ,21 22 CORE'7 .,..---

FUEL ,.--FUEL--,.

.SHROUD 23 _-'V_v--//- ' 37 42 47, h/F-'%%-" _23 D24 25 26, _P ' 38 43 48, _//-"VV_ _26 ' 27 28 29, _,,-'//-,39 44, 49,_/_29 m_ 31 ELEMENT r :////'///// ,'//'// 34 IMPACT/ _//" 32 / / / / ,,I,A ._./_

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR REACTOR INTERNALS AND FUEL NON-LINEAR HORIZONTAL MODEL FOR SEISMIC ANALYSIS FIGURE 3.7.40-4A JUNE 2005 REVISION 13

I'

\

',-L._"" j <:::L._..... I PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR CORE SUPPOT BARREL UPPER FLANGE FINITE-ELEMENT MODEL FIGURE 3.7.40-6 JUNE 2003 REVISION 12 FIGURE 3,7,40-6 Rev, 12

LOWER SUPPORT STRUCTURE TOP VIEW BOTTOM X2 PLATE

/ \ \.

p i i

,x3 \\ xl

? ,, /\\

I / \

..... / 1 t PROJECTION ON XI-X2 PLANE PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR LOWER SUPPORT STRUCTURE FINITE-ELEMENT MODEL FIGURE 3.7.40-7 JUNE2003 REVISION12 F "1GURE 3.7.40- 7 Rev. 12

UGS UPPER 2 EXPANSION FLANGE RING.,__ COMPENSATING 3 pj/_ RING UGS 13 'CSSUPPEF-:-- '- RE

_ ;,_,-_ t ',, // _ / /77 (MOTIONS

_; & Urr_M _ 5 CSB UPPER PRESCRIBED}

,, _ FLANGE FLANGE RING UGSPLATE it LEGEND FAP PLATE-_ 115 _ CYLINDER 6

&LOWER _ RIGtDLINK

1_16 q_4,--- UPPER END FLANGE 7 f LINEAR SPRING

_ _ FITTING T 46 _,. NONLINEAR 31 32 __18 17 ._

coRE147 i X SPRING COI_,;PRESSIQN 34 _ 20 48 NONLINEAR 35 _ i_ GUIDE _ 9 TENSION AND.

FUEL _ 36 .----_ 4 22 TUBES I 49 COMPRESSION SPRING RODS 37 ---_;_--_ 23 _ --_-- FRICTION 38 ._._--..--.I 24 I 50 10 .1 ELEMENT 39 "--_'-_ 25 _. GAP ELEMENT 40 --S_; ' 26 51 II 42 --_--; 2s

\ 52 \ //_

_.,.,-..... 7, 29 LOWER .1I /_

FITTING 53 _ RV = =RUPPER UGS E OR GUIDE VESSEL STRUCTURE 3/ CSB =CORE SUPPORT BARREL 54

LSS LSS = LOWER SUPPORT STRUCTURE FAP = FUEL ALIGNt.IENT PLATE PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR REACTOR INTERNALS NONLINEAR VERTICAL SEISMIC MODEL FIGURE 3.7.40-8 JUNE 2003 REVISION 12 F I CURE 3.7.40- 8 Rev. 12

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR REACTOR INTERNALS AND FUEL NON-LINER VERTICAL MODLE FOR SEISMIC ANALYSIS FIGURE 3.7.40-8A

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR TENDON END ANCHORS FIGURE 3.8-1 JUNE 2009 REVISION 15

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR ARRANGEMENT OF HORIZONTAL WALL TENDONS FIGURE 3.8-2 JUNE 2009 REVISION 15

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR STRESS ANALYSIS RESULTS: LOCATION OF STRESS, STRAINS, AND DISPLACEMENTS FIGURE 3.8-3 JUNE 2009 REVISION 15

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR POLAR CRANE SEISMIC RETAINER BRACKET FIGURE 3.8-4 JUNE 2009 REVISION 15

ENVELOPE OF

¢/J

¢/}

I,M rP t..-

,,, I I

_---- 9,03 KS!MINIMUM l I

]0,67 KSiMINIMUM I NO PERMANENTSET TEMPERATURE 200°F TO 400°F ALLOWED BELOW5.0 KSI CRUSHVELOCITY: 0 TO 21 IN/SEC MINIMUM I STRAIN I 0.431 IN/IN_

i i I I _ I O .I 2 .3 .4 STRAIN (IN/IN)

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR REACTOR VESSEL LOWER KEY LOAD LIMITER REQUIREMENTS AND TEST RESULTS FIGURE 3.9-1 JUNE 2001 REVISION 11

[ [ HYDRAULICLOAD_

DETERMINISTIC LOADS RANDOMLOAD (PUMPINDUCED) (FLOWTURBULENCE)

[ !

CALCULATE ANNULUS CALCULATE PSD MODESA_D FREQUENCIES OFTURBULENCE I I FORCED RESPONSE ONSTRUCTURE FOR i (DPVIB CODE)

CALCULATE FLUID FLOW OUTPUT CONDITION RMSPRESSURE I

OUTPUT MODALLOADS ONTHESTRUCTURE I . i i j sr u luRA,. R S ONSE MET.ODO,_O0'.' I I I DE_RMINISTICRESPONSE] RANDOMRESPONSE 1

! ,,I CALCULATE CALCULATE MODESANDFREQUENCIES MODESANDFREQUENCIES I i INPUTMODALLOADS INPUTRMSPRESSURE LOAD

] i .......

CALCULATE DETERMINI STIC RESPONSE OUTPUTRMSDISPLACEMENT 1 I OUTPUT MAXIMUMSTRESS INTENSITIES OUTPUTRMSSTRESS PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR

SUMMARY

OF ANALYTICAL METHODOLOGY FIGURE 3.9.2-1 JUNE2003 REVISION12 FIGURE 3.9.2- 1 Rev. 12

NODE/LOCATION 112.0 DETAIL B _, ,)

(__.. \ -_ ,o/2o.o

°__ DETAIL B 20/60.0 301100,0 40/140.0 50/180.0 591216.0 61/220.0 71/260.0 81/300.0 91/339.25 102/376.6 DETAIL A ( i ETAIL A ,_

.,t "" "_

j 112/383.7 PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR ASHSD FINITE ELEMENT MODEL OF THE CSB SYSTEM FIGURE 3.9.2-2 UNE 2003 REVISION 12 F I GURE 3.9.2-2 Rev. 12

X3 SURROUNDINGPLATE STIFFNESS REPRESENTATION

\

FUELALIGNMENT PLATE I

k P

URROUNDING t STIFFNESS ONLY

' _ TUBESFOR f

1 I '

' 2._

X2 _._ _ xt SUPPORTPLATE PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR CONTROL ELEMENT SHROUD TUBE FINITE ELEMENT MODEL FIGURE 3.9.2-3 JUNE 2003 REVISION 12 FIGURE 3.9.2-3 Rev. 12

X3 j ICI TUBES INSTRUMENT NOZZLE KEWED SUPPORT BEAMS PLA" Xl

/

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR LOWER SUPPORT STRUCTURE INSTUMENT NOZZEL ASSEMBLY FINITE ELEMENT MODEL FIGURE 3.9.2-4 JUNE2003 REVISION12 F f GURE 3.9.2- 4 Rev, 12

.\ ----_ y

\

\ LOWER j_.z

\ SUPPORT

\ STRUCTURE II \

11 \

II \\ I IiEt X//

ll It

!1 It il I 1 II

_ SUPPORT PLATE r

x PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR ICI SUPPORT TUBE; OUTER POSITION FINITE ELEMENT MODEL FIGURE 3.9.2-5 FTGURE 3,9,2-5 JUNE 2003 REVISION 12 Rev o 12

o f\_\\\\\\\.\_ \\\\\\\\_ _\\l PALO VERDE NUCLEAR GENERATINGSTATION UPDATED FSAR SKEWED BEAM SUPPORTCOLUMS FINITE ELEMENT MODEL FIGURE 3.9.2-6 JUNE2003 REVISION12 FIGURE 3.9.2-6 Rev. 12

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR PVMP INTERNALSASSEMBLY FIGURE 3.9.2-7 JUNE 2003 REVISION 12 FIGURE 3,9,2-7 Rev. 12

\

STRAINGAGE CORE SUPPORT BARRELFLANGE ._ !

-w...... -.';- _ '

_,.>.- i -'."

f BARREL STRAIN CYLINDER GAGE i; i-I

'_ " BARREL

,_'--- CYLINDER

-_ _ RESSURE TRANSDUCER i

I

' I VESSELICSB

iNUBBER ACCELEROMETER In Ill PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR CORE SUPPORT BARREL ASSEMBLY TYPICAL PVMP INSTRUMENTATION FIGURE 3.9.2-8 JUNE2003 REVISION 12 I F ! GURE Rev. 3.9.2-12 8

UPPER GUIDE STRUCTURE TYPICAL PVMP INSTRUMENTATION FIGURE 3.9.2-9 F I CURE 3.9.2- 9 JUNE 2003 REVISION 12 Rev. 1 2

NODE/LOCATION DETAIL B .; ) lJ0.0

"'-. _ 1/14.5 10/66.4 DETAIL B 15/108.2 20/150.1 25/191.1 28/217.0 301234.5 35/278.1 40/321.8 42/339.3 I" _ 47/375.9 DETAIL A ( l

\ 491383.7 DETAI L A PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR SAMMSOR/DYNASOR FINITE ELELMENT MODEL OF CSB FIGURE 3.9.2-10 JUNE 2003 REVISION 12 F 1"GURE 3.9.2- 10 Rev, 12

LEGEND LEGEND ROTATIONAL UGS UPPERPACKAGE --.-.//--.. FRICTION II GAP / SNUBBERS -- H_ HYSTERISIE

/ii NONLINEAF

_jr'L GAP TIE RODS ,_/ ...jr'L-.=[.L-

/ UGS,/,/UPPERFLANGE UPPERGUIDE jL_LINDER _____./H_.._ / r PLATE -__)o I __BUPPER/ i _ I FUEL ALIGNMENT_, k - I FLANGE ' I """ I

/ I_ ELEMENT I I

,, $ _ ASSEMBLV .[ .!

,_ i ]/ OUTLE_

GUlDELUGs%C__.._ j, ] l / TUBES l l

-41"-- --12 _ .--41-- --41---,

1 / "'_ __l_rL _ NOZZL S

"-41"--IF'- , "-IF- -'41-"

CORE SHROUD i

._ '---tl,---_-IF-- , --'11--- -"!}---' REACTO,

. CORE ¢"" VESSEL

--II-" -I I---- , ----II--- --ii--' SUPPORT BARREL

--II.- -IF- , -4t-- --IF---

-IF- .1 , 115 NODEE FUEL _ _ --'11"-- ' ---tl--- --'11---- TOTAL

--IF- --IF- _ --IF- -iI---

--!1"- --II-- ,' ---IF- --IF-

--II-- - , --IF- --IF-

.--IF- - , ---!1-- '--ll--

L i

LOWER SUPPORT _ _b_-CORE SUPPORT BERS STRUCTURE l ,

PLATE _ CSBLOWER FLANGE PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR DETAILED LATERAL INTERNALS CESHOCK MODEL FIGURE 3.9.2-11 F [ 0URE 3.9 . 2- 1 1 JUNE 2003 REVISION 12 Rev, 12

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR REACTOR INTERNALS AND FUEL NON-LINER HORIZONTAL MODEL FOR BLPB ANALYSIS FIGURE 3.9.2-11A JUNE 2005 REVISION 13

UGS FLANGE

[. ' " L"t f/REACTORLEDGE VESSEL

.;/- EXP. RING J.

i r Ii CYLINDER FLANGE UPPER GUIDE ]'uu_" ,'_ T_..

STRUCTURE (UGS) :_ UPPER UGS ! CS8 PLATE _ ! PACKAGE UGS

._ LOWER CONTROL ELEMEN T_ _"_" FLANGE, TOTAL 53 NODES ASSEMBLY TUBES _l - J

-)

UPPER END -_'_--'-' _FUEL ALIGNr.4ENT FITTING - PLATE "1 f " CORE SUPPORT

__..___//L_--- COR E_ I BARREL (CSB) LEGEND

__.-_/_

COMPRESSION ONLY

"" ? SPRING

" SHROUD TUBES [ I FUEL NON,LINEAR SPRING RODS J.q'/__. --//--- FRICTION ELEMENT

_/-----_ 1 RIGID CONNECTION

___/ :_

/ FLANGE II LOWER END FITTING LOWER SUPPORT STRUCTURE PALOVERDENUCLEARGENERATINGSTATION UPDATEDFSAR DETAILED VERTICAL INTERNALS CESHOCK MODEL FIGURE3.9.2-12 F I GURE 3,9,2- 12 JUNE 2003 REVISION 12 Rev, 12

--t T

UGS 23 NODES CYL. TOTAL UGS UPPER PACKAGE UPPER GUIDE STRUCTURE (UGS)

PLATE ALIGNMENT "_ ASSEMBLY TUBES PLATE _ NOZZLE OUTLET SUPPORT BARREL

.=....-REACTOR

- CORE VESSEL FUEL _._CORE SHROUD I] NONLINEAR COUPLING m

LOWER _T "_-'--'I)

SUPPORT I_ SNUBBERS STRUCTURE PALOVERDE NUCLEARGENERATING STATION UPDATED FSAR REDUCED INTERNALS MODEL FIGURE 3.9.2-13 JUNE 2003 REVISION 12 F I GURE 3.9.2- 13 Rev. 12

/ \

\

I

\ !

lJ

\ //

ORIGINAL SHAPE DEFORMED SHAPE EXAOGERAT_D BY A FACTOR OF 5

,, 1 SUCTION ELBOW TO_AL DISPo AT MIDDLE S_CTION 13 PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR DEFORMATION DUE TO A MOMENT OF 60;2x 10E6 IN-LB ON RCS HOT LEG ELBOW FIGURE 3L9.3-1 JUNE 2003 REVISION 12 FIGURE 5o9o3-1 Revo 12

REEDSWITCH SHAFT ACTUATING MA_

UPPER_T COIL CONDUIT IPPER UPPER LATCH LATCHE-_ COIL DRIVE SHA_ LIFT COIL

)WER LATCH LOWER COIL LATCHES

{ESSURE HOUSING REACTOR NOZZLE CONNECI PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR CONTROL ELEMENT DRIVE MECHANISM (MAGNETIC JACK)

FIGURE 3.9.4-1 JUNE 2001 REVISION 11

+i_ + VESSEL FLOVV SKIRT ,_i_= "_'COE STOP LOWER SUPPORT "'"

STRUCTURE _ IN-CORE INSTRUIVENTATI Oi NOZZLE PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR REACTOR VERTICAL ARRANGEMENT FIGURE 3.9.5-1 JUNE 2001 REVISION 11

(

CORE---"111 ., °_

ASSEMBLY " _ t" SHROUD I i E OUTLET SUPPORT NOZZLES BARREL SNUBBERS

RSUPPORT LOWER -. STRUCTUREAND SUPPORT INSTRUME_ ASSEMBLY STRUCTURE PALO VERDE NUCLEAR GENERATING STATION UPDATEDFSAR CORESUPPORTBARRELASSEMBLY FIGURE 3.9.5-2 JUNE 2001 REVISION 11

CORE SUPPORT BARREL C LOWERSECIION CORESUPPORT----..- _-_

BARRELLUG HARDFACE---.-.._

LUG SURFACE ----'- _"_

, Io CORE STABLIZING

' o LUG

a. (SNUBBER) _

o

"_ * (4 REQ'D) f VESSEL

' "__<_ (4 REQ'D)

REACTOR o! _ CAP SCREW PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR REACTORVESSEL CORE SUPPORT BARREL SNUBBERASSEMBLY FIGURE 3.9.5'3 JUNE 2001 REVISION 11

ICI NOZZLE SUPPORT PLATE J

INSTRUMENTATION IN-CORE NOZZLES PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR IN-CORE INSTRUMENT SUPPORT STRUCTURE FIGURE 3.9.5-4 JUNE 2001 REVISION 11

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR CORE SHROUD ASSEMBLY FIGURE 3.9.5-5 JUNE 2001 REVISION 11

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR UPPER GUIDE STRUCTURE ASSEMBLY FIGURE 3.9.5-6 JUNE 2001 REVISION 11

I Sr_AL TABLE ' '."

INSTRUMENT

_,o GUIDETUBES

":+' ,':: (TYPICAL)

PALO VERDE NUCLEAR GENERATINGSTATION UPDATED FSAR IN-CORE INSTRUMNET SYSTEM FIGURE 3.9.5-7 JUNE 2001 REVISION 11

Y2=2 (Icos-n" t)

_ I:0.460 E:30x 1N4 106LB/IN 2

I A : 19.35 IN2 U ,,_ L,,3001N I P-" 0.3LBIIN 3 I

f I

0

_"1" 4_2 c0s'rr t SOLUTIONTOTMCALC RESPONSE THEORETI CAL TMC ALC u 4.8000 IN 4.8002 IN 15.2000 INISEC 15.2037 INISEC 67.1132INISEC 2 67.1172 INISEC2 PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR EXAMPLE PROBLEM FOR TMCALC PROGRAM FIGURE 3.9A-1 JUNE 2003 REVISION 12 FIGURE 3.9A-1 Rev. 12

Y Y40 R30 T

° TI '"' "

_- 432" -

STRUCTURALPROPERTIES AX - 311IN2 AY - 155IN2 IZ = 42,687 IN4 27x 106LBIIN E --- z p--108LBIIN MASS AND SUPPORT POINTMOTIONS t Y15 Y20 Y25 Y30 O.O0 -0. 10 O.05 O.27 O.31 0.01 -0.16 -0.21 0.47 0.54 0.02 -O.28 0,02 0.36 0.21 0.03 0.19 0.31 -0.17 -0.29 STRUDLAND FORCE RESULTS LOAD STRUDL i i FORCE R10 3,105,000 3, 105,000 MIO ]39,600,000 139, (gO, 000 R30 -I,g06,_ -i, 906,000

_0 75,990,000 75,990,000 V40 890,400 890,000 M40 32,540,000 32,540,000 PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR EXAMPLE PROBLEM FOR FORCE PROGRAM FIGURE 3.9A-2 JUNE 2003 REVISION 12 F I GURE 3.9A-2

, Rev. 12

= _/.////////././/. //./

_ = S'.S'./,S'.S/ Y/'. ,s'._/'./ /

=/._////SY.///Z/.

0 S//

1//fl/ MODELA PALO VERDE NUCLEARGENERATING STATION UPDATED FSAR EXAMPLE AXEL CASE MODELS INTERNAL PRESSUREON THICK SHELL FIGURE 3.9A-3 JUNE 2003 REVISION 12 F ]:GURE 3.9A-3 Rev. 12

100°F 200 300 400 500 INCREMENT - 50°FPERSECTION IOO°F 200 300 400 5oo PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR EXAMPLE AXEL CASE MODELS OUTLINE 100°F/INCH THERMAL GRADIENT FIGURE 3.9A-4 JUNE 2003 REVISION 12 F I GURE 3.9A-4 Rev. 12

MODELC MODELD X

I,R PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR EXAMPLE AXEL CASE MODELS DEFLECTED THERMAL MESH SHAPE FIGURE 3.9A-5 F TGURE 3.9A-5 JUNE 2003 REVISION 12 Rev° 12

M : 0.3158x I0-4 LB-SEC211N KI --0.5 LBIIN K2 = 0.622LBIIN d :21N Fo = I. 0 LB X " DISPLACEMENT R = REACTION PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR SDOF- RIGID STOP FIGURE 3.9A-6 JUNE 2003 REVISION 12 FIGURE 3.9A-6 Rev. 12

EL_

,11,

(..'.>-o_-,,,__

" L.

_ _ 5-,z _

C_

1.1,,I Z "J PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR MULTI-STOP STRUCTURE FIGURE 3.9A-7 JUNE 2003 REVISION 12 F I GURE Rev. 3.9A-7 12

HORIZONTAL 2103 _

X STeM Z HORIZONTAL GENERATOR PUMP PUMP COLUMNS STOP 4 PLACES B=. 125IN,(GLOBAL X)() 2101

257 2053 2567 VERTICAL PUMP COLUMNS 4 PLACES MASS JOINTS... DEGREESOFFREEDOM '--IGA'P L

JOINTS 2585 2597 X Y Z 2740 X Z 2101 X Z 2749 Y 2103 X,Y, z 2750 X,Y,Z PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR THREE DIMENSIONAL SPACE FRAME MODEL REACTOR COOLANT SYSTEM COLD LEG AND LOCA PUMP FIGURE 3,9A-8 FIGURE3.9A-8 Rev. 12 JUNE 2003 REVISION 12

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR SOIL PROFILE FIGURE 3A-1 I

,JUNE 2001 REVISION 11 t

G/GMAX

_ r ! I I

I 1_ :P 1 i °_" °\. J_

_, I , -'r, _::o 3:,, J , J * , _:

li_ =-_ I..,=-, / / o

,____,.,__...__,_,__, ..... a

- , m !

.: i, L DAMPING RATIO (%)

P,_LOVERDENUCLEARGENERATINGSTATION UPDATEDFSAR VARIATIONOF SHEARMODULUS AND DAMPINGWITH SHEARSTRAIN FIGURE3A-2 JUNE2001 REVISION11

This Figure has been redacted.

FRONT VIEW SECTION 1

f BLOCKWALL

/

I 2

r" TYP. ORILL THRU A.B. ATTACHMENT TO BLOCK WALL.

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR TYPICAL ATTACHMENT DETAILS FOR MASONRY WALLS FIGURE 3A-7 JUNE 2001 REVISION 11

This Figure has been redacted.

Z "_ 16 " ,

- "-15

-- "14

-- --13

- -12

- -11

-- -10 Z

I

NOTE:

-- -- 9 A CLOSED CYLINDER SUBJECTED TO

_ INTERNAL PRESSURE p. ONE, HALF

-- OF THE CYLINDER IS ANALYZED.

" " 8 o

_. NODE POINT 1 IS AT THE MIDDLE OF THE CYLINDER.

u3 roB= 7

6

---5

-m4

-"3

-'--2 i!

.... i . i i BOUNOARY CONqlTIONS, NODE 1: NUMERICAL DATA Z DISPL = 0 MATERIAL: CONCRETE e DISPL = 0 E = 4.030508 X 106 p_d ROTATION IN R-Z PLANE=0 t = 36 IN. (THICKNESS)

R = 900 IN. (RADIUS)

BOUNDARY CONDITIONS, NODE 16: V = 0.17 (POtSSON'S RATIO) p = 60 psi (INTERNAL PRESSURE)

DISPL = 0 L = 1800 IN. (LENGTH OF CYLINDER)

N = 27000 LB/IN. (AN EQUIVALENT NODE LOAD APPLIED AT NODE 16}.

I il PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR FINITE-ELEMENT MODEL, SINGLELAYER SHELL THICKNESS (ASHSD EXAMPLE 1)

FIGURE 3B.2-1 JUNE 2001 REVISION 11

IF 12 IN. Ii 18 IN. 6tN Z i -'_'_" ""

i 115 (14 I

l I__

II"

[

r _ --

NOTE:

A CLOSED CYLINDER SUBJECTED TO OF THE CYLINDER IS ANALYZED.

- NODE POINT 1 IS AT THE MIDDLE 1_ INTERNAL OF THE CYLINDER.

PRESSURE, p. ONE-HALF I

.... ""ls iT I _

I ELEMENT NUMBER _ I 4 R

1 BOUNDARY CONDITIONS NODE 1:

Z DISPL = 0 NUMERICAL DATA 0 DISPL = 0 MATERIAL CONCFL_TE ROTATION IN R,Z PLANE = 0 E = 4.030508 X 10v I:)sl t = 36 IN. (THICKNESS) ,

BOUNDARY CONDITIONS NODE 18: R - 900 IN. (RADIUSI v = 0.17 (POISSON'S RATIO}

DISPL = 0 p = 60 psi (INTERNAL PRESSURE)

L = 1800IN, (LENGTH OF CYLINDER)

N = 27000 FT/IN. (AN EQUIVALENT NODE LOAD APPLIED AT NODE 16) i PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR FINITE-ELEMENT MODEL, THREELAYER SHELL THICKNESS (ASHSD EXAMPLE 1)

FIGURE 3B.2-2 JUNE 2001 REVISION 11

-- - 21 Z

_, D 20 19

- 18

-- 17

- 16

-. B 15 14 NOTE:

- 13 HALF OF THE CYLINDER IS CONSIDERED.

LENGTH OF CYLINDER = 1800 iN. (NODE 1 Z -- 12 IS IN THE MIDDLE OF THE CYLINDER; o i.e. LINE OF SYMMETRY)

O_

II

-- 11 z

u

-- n t0 o _ 9

- 8 am,. 7

mm_ S

- 4

- 3

- 2

,..-- R (R=9001N. ANDL/R=2) t BOUNDARY CONDITIONS, NODE 1: NUMERICAL DATA Z DISPL = 0 MATERIAL- CONCRETE DISPL = 0 E = 4030508 ps=

ROTATIONINR-ZPLANE=0 t = 361N.

R = 900 IN.

BOUNDARY CONDITIONS, NODE 21: 1) = 0.17 R DISPL = 0 p =60 ps=

8 DISPL = 0 III __ II=.L,I .... ,, "_"

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR FINITE-ELEMENT MODEL, SIMPLY SUPPORTED CYLINDER (ASHSD EXAMPLE 2)

FIGURE 3B.2-4 JUNE 2001 REVISION 11

0.3 L_

02 IE]

o.1 0.0_ _ . ,

20 T9 18 17 16 t5 14 t3 12 1I 10 9 " 8 7 6 5 4 3 2 1 RADI AL DISPLACEMENT (NODE POI NT NUMBER)

Q ASHSD ANALYTICAL. PER THEORY OF PLATES AND SHELLS l2}

LEGEND: 1 PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR COMPARISON OF ASHSD RADIAL AND ANALYTICALLY OBTAINED DISPLACEMENTS (ASHSD EXAMPLE 2)

FIGURE 3B.2-5 JUNE 2001 _ REVISION 11

2,0 _

1,5 Cjt --

1.0 -.,

0,5 _ , ,

-0.5 I 21 20 19 18 17 16 15 14 13 12 11 I0 9 8 7 6 5 4 3 2 1 LONGtTUI_INAL MOMENT (NODE POINT NUMBER)

LEGEND:

C) ASHSD ANALYTICAL, PER THEORY OF PLATES AND SHELLS(2)

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR COMPARISON OF ASHSD LONGITUDINAL ANALYTICALLY OBTAINED MOMENTS (ASHSD EXAMPLE 2) , , _ -...,,

FIGURE 3B.2-6 JUNE 2001 REVISION 11

Z 19 18 17 14 .

13 12 11 4

-2

, r R 1

BOUNDARY CONDITIONS, NODE I: NUMERICAL DATA Z D!SPL = 0 MATERIAL. CONCRETE E = 4030508 p=

t = 361N.

R = 720 IN.

BOUNDARY CONDITIONS, NODE 19: V = 0.17 R DISPL = 0 SPECIFIC WEIGHT OF CONCRETE = 150 LB/FT 3 MASS DENSITY OF CONCRETE.

ROTATION IN R-Z PLANE = 0 150 386.4 X 1728 2.246 X 10-4 LB SEC2 mill inuun in PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR FINITE-ELEMENT MODEL, SPHERICAL DOME, DEAD LOAD ANALYSIS (ASHSD EXAMPLE 3)

FIGURE 3B.2-8 JUNE 2001 REVISION 11

o ,i.-

Z O] z 0 _ o oo

_ _o I-- C)

--w _ W rr" O) i-- 0 0 _CC

-J i1_ a m

_z r7 I_ X w I "" _

_ _ _ w _,,,r73o:

_. <Oi_

_ o02 ,,_ oo<

Z _ Z W--_

_ W 0 z P n oo_

W <0 o 7 0 0 c_

O- W (NIISdlNl :_01:I0=I IVNIQrtllON01

2 ,,,,

&o

=,. 1 _) _

¢.,1

=

o UL

° (

O 0 ....

o t),

t_

_2 , , i i i 0 I0 20 30 40 _ _0 50 60 70 80 90 ANGLE IN DEGREES LEGEND:

Q ASHSD

_ANALYTICAL, PER APPLIED ELASTICITY (3}

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR COMPARISONOF ASHSD AND ANALYTICALLY OBTAINED CIRCUMFERENTIALFORCES (ASHSD EXAMPLE 3)

FIGURE 3B.2-10 JUNE 2001 REVISION--1-1-.............

' I If Ill I If II ....

/

I _----z //

'_ T = 150F

/

NUMERICAL DATA MATERIAL- CONCRETE E = 4030508 ps, V = 0,17 Q = 55 X 10"7/°F t = 30 IN.

R = 600 IN.

L = 1200 IN.

p = 60psi T = 150F R/t = 20 uR _j R/t = 20 PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR PRESSURIZED, UNIFORMLY HEATED, CIRCULAR CYLINDRICAL SHELL WITH CLAMPED ENDS (ASHSD EXAMPLE 4)

FIGURE 3B.2-11 JUNE 2001 REVISION 11

25 z ;_

24 _ -

23 -

22 20 "_ ,

-19

-18 16 NOTE" NODE 1 IS IN THE MIDDLE 15 z OF THE CYLINDER 1,= ,_

12 g 11 © 10 9

8 7

6 z

5 -

4 m z 3 o i ii _ R 1

BOUI_DARY CONDITIONS, NODE 1:

Z DISPL = 0 DISPL = 0 ROTATION tN R-Z PLANE = 0 BOUNDARY CONDITIONS, NODE 26:

R OISPL = 0 Z DtSPL = 0 DISPL = 0 ROTATION IN R-Z PLANE = 0 i , ,,

_ II I I I PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR FINITE-ELEMENT MODEL (ASHSD EXAMPLE 4)

FIGURE 3B.2-12 UNE 2001 REVISION 11

0.4 * ,

f_

0.2 J _J r

42 (1

_,., -0.4 _, . .....

_ -0.6 ......

IE

, '[

,0.8 ! .................

-I.0 ..............

r 4.2 ) . I 1.0 0.9 0,8 0.7 0.6 0.5 0,4 0.3 0.2 0.1 O

[Z/R)IlU2R)

IJ"= 3(1-U R2T2 2))1/2

" LEGEND:

Q ASHSD Dx = _12 (1 _v2) m ANALYTICAL PER THIN ELASTIC SHELLS l4)

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR COMPARISON OF ASHSD LONGITUDINAL MOMENTS AND ANALYTICALLY OBTAIN ED SOLUTIONS (ASHSD EXAMPLE 4)

FIGURE 3B.2-13 JUNE 2001 REVISION 11

Z T-O z

_- 0 oO (D W Z rr rr

-- uJ

- n," _LU_

U]_ -J -J _-

>- O_ N, zc_

IIILL o_

. e]o uJ_co cog z E_

1.1_1 m D

cr u.I

> T-o

© o

--I 13_ Z

Z 27 25 _ Z 24 ,': o_

23 _ a 19 18 17 l

14 12 11 10 9

8 7

6 z u_ Z 5 ,g --

4 0 !

3 _

2

, ill i 1 "-

NUMERfCAL DATA MATERIAL: STEEL E = 29x _o6_

t = 1.25 IN.

R = 80.0 IN.

V = 0.3 L = 60,0 IN.

I.JR = 1 R/t = 48 M_ =_t- 2 IUUtl " _--t t =. 497939.66 LB- IN,/INo I IIII I _ I _ -

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR FINITE-ELEMENT MODEL; SHORT, WIDE CYLINDER (ASHSD EXAMPLE 5)

FIGURE 3B.2-15 JUNE 2001 REVISION 11

0.8 Mx W

t 0,4

-o.2 - [ , I I I o o._ 0.2 o._ o., o.s 06 0.7 0.8 o.g _.o Z/L LEGEND:

(_ ASHSO (RADIAL DISPLACEMENT W)

/_ ASHSD (LONGITUDINAL MOMENT Mx )

=mBANALYTICAL. PER NUMERICAL ANALYSIS OF UNSYMMETRIC BENDING OF SHELLS (SI I II - --

PALO VERDE NUCLEARGENERATING STATION

U PDATED FSAR LONGITUDINAL BENDING MOMENTAND RADIAL DISPLACEMENT, HARMONICn = 0 (ASHSD EXAMPLE5)

FIGURE 3B.2-16 JUNE 2001 REVISION 11

0.8

_._ I o o., 0.2 o._ o., o.s o._ o., o._ o.9 _.o Z/L LEGEND:

(_) ASHSD (RADIAL DISPLACEMENT W)

_ ASHSD (LONGITUDINAL MOMENT M x)

=mmANALYTICAL.'PER NUMERICAL ANALYSIS OF UNSYMMETRIC BENDING OF SHELLS (5l PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR LONGITUDINAL BENDING MOMENT AND RADIAL DISPLACEMENT, HARMONIC n = 2 (ASHSD EXAMPLE 5)

FIGURE 3B.2-17 JUNE 2001 REVISION 11

0.8 w

't 0.6 Mo 0.4 0.2 o(

LEGEND:

C) ASHSD (RADIAL DISPLACEMENT W)

ASHSD (LONGITUDINAL MOMENT M x}

mmBANALYTICAL, PER NUMERICAL ANALYSIS OF UNSYMMETRIC BENDING OF SHELLS (5}

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR LONGITUDINAL BENDING MOMENT AND RADIAL DISPLACEMENT, HARMONIC n = 5 (ASHSD EXAMPLE 5)

FIGURE 3B.2-18 JUNE 2001 REVISION 11

0.8 Mo 1.O _

0 0.4 W " j/!

°'i

-0.2 0 0.I 0.2 0.3 0.4 0.5 0.6 0.7 O.B 0.9 1.0 Z/L LEGEND:

C_ ASHSD (RADIAL DISPLACEMENT W)

ASHSD (LONGITUDINAL MOMENT M x) mANALYTICAL, PER NUMERICAL ANALYSIS OF UNSYMMETRIC BENDING OF SHELLS (51

_ -- I m,,=l i ,

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR LONGITUDINAL BENDING MOMENT AND RADIAL DISPLACEMENT, HARMONIC n = .20 (ASHSD EXAMPLE 5)

FIGURE 3B.2-19 UNE 2001 REVISION 11 i

(1) 1 _2 3 4 S 6 7 8 9 10

' 100 PSi 12 13 14 15 16 i llhl" 17 18 19 20 21 22

, I ,,,1 l I l ,1 y 10 12 14 16 18 20 R

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR FINITE-ELEMENT MODEL AND APPLIED LOAD (ASHSD EXAMPLE 6)

FIGURE 3B.2-20 UNE 2001 REVISION 11

8 APPROXIMATE SOLUTION FINE GRID 6

2

!RIES SOLUTION LEGEND:

FINITE.ELEMENT SOLUTION, FINE GRID, PER SAP PROGRAM O FINITE-ELEMENTSOLUTION, COARSE GRID, PER SAP PROGRAM NOTE:

SEE FIGURE 38.3-5 FOR BENDING MOMENT SIGN CONVENTION I II I II _ _ -- ill__ == u PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR VALUES OF Mx ALONG THE LINE x = 0.8 (SAP EXAMPLE 1)

FIGURE 3B.3-2 JUNE 2001 REVISION 11

2_m 0.2 0.4 0.6 0.8 0 t .... I ....

I I Y

APPROXIMATE SOLUTION,

,I -" FINE GRID o

o 4- " I I i I LUTION LEGEND:

F NITE-ELEMENT SOLUTION, PER SAP PROGRAM NOTE:

SEE FIGURE 3B,3-5 FOR BENOING MOMENT SIGN CONVENTION I II -- II PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR VALUES OF Mxy ALONG THE LINE x = 0.35 (SAP EXAMPLE 1)

FIGURE 3B.3-3 JUNE 2001 REVISION 11

APPROXIMATE SOLUTION 4 COARSE GRID SERI ES 8

o 2

q==

APPROXIMATE SOLUTION FINE GRID 0 - I I. I t 0 0.2 0.4 0,6 0.8 LEGEND:

FINITE-ELEMENT SOLUTION, FINE GRID. PER SAP PROGRAM

FINITE-ELEMENT SOLUTION, COARSE GRID.

PER SAP PROGRAM NOTE:

SEE FIGURE 38.3.-5 FOR BENDING MOMENT SIGN CONVENTION PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR DISPLACEMENTS ALONG THE LINE y = 0.4 (SAP EXAMPLE 1)

FIGURE 3B.3-4 JUNE 2001 REVISION 11

Y

_q_ _

O il i nmnu i,

l 1

r My Mx w-- X NOTE:

SENDING MOMENT SIGN CONVENTION APPLIES TO FIGURES 3B.3.-2 THROUGH 3B,3-4 I I II -- i n, PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR BENDING MOMENT SIGN CONVENTION (SAP EXAMPLE 1)

FIGURE 3B.3-5 JUNE 2001 REVISION 11

Y I

X t

I

' "7' o

J NUMERICAL DATA h : 3IN.

S " 106 PS_

_1:% - o R " 90IN.

V : 1/8 g3 " 1.0 PSi cs -o PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR CLAMPED SPERICAL SHELL GEOMETRY (SAP EXAMPLE 2)

FIGURE 3B.3-6 JUNE 2001 REVISION 11

4O 20 ....

z Z

¢0

.J 10 _

-10 -

1 0.75 0.5 0.25 0 X/A LEGEND:

i.m, EXACT SOLUTION, PER THEORY OF PLATES AND SHELLS (5)

O FINITE-ELEMENT SOLUTION. PER THE ANALYSIS OF THIN SHELLS BY A FINITE-ELEMENT PROCEDURE l6)

CURVILINEAR FINITE-ELEMENT FORMULATION. PER A MIXED FINITE-ELEMENT O METHOD OF THIN SHELL ANALYSIS 17)

/_ CARTESIAN FINITE-ELEMEN.T__ORMULATION, PER MIXED FINITE-ELEMENT METHOD

_ FOR THIN SHELL ANALYSIS (7/ .

/

FINITE-ELEMENT SOLUTION, PER :SAPPROGRAM , :

II _Jlll I w p

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR MERIDIONAL STRESS COUPLE (y = 0)

(SAP EXAMPLE 2)

FIGURE 3B.3-7 JUNE 2001 REVISION 11

' I 2_ I z

2o /

ri tI 1 i

10 _ i I

° 1

, r I

0.75 j

0.5 I

0.25 0

X/A LEGEND:

EXACT SOLUTION. PER THEORY OF PLATES AND SHELLS (5)

[_ FINITE-ELEMENT SOLUTION, PER THE ANALYSIS OF THIN SHELLS BY A FINITE-ELEMENT PROCEDURE (7)

O CURVILlNEAR F_NITE-ELEMENT FORMULATION, PER A MIXED FINITE-ELEMENT METHOD FOR THIN-SHELL ANALYSIS (7)

CARTESIAN FINITE-ELEMENT FORMULATION. PER A MIXED FINITE-ELEMENT METHOD FOR THIN-SHELL ANALYSIS (7)

FINITE-ELEMENT SOLUTION, PER SAP PROGRAM PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR HOOP STRESS RESULTANT (y = 0)

(SAP EXAMPLE 2)

FIGURE 3B.3-8 JUNE 2001 REVISION 11

2 i t !

=_ ! j J

z 1

= ,,L I o i J 0.75 0.5 0.25 X/A LEGEND.

==I== CURVILINEAR FINITE-ELEMENT FORMULATION. PER A MIXED FINITE-ELEMENT METHOD FOR THIN-SHELL ANALYSIS (7)

CARTESIAN FINITE-ELEMENT FORMULATION. PER A MIXED FINITE-ELEMENT METHOD FOR THIN.SHELL ANALYSIS (7)

FINITE-ELEMENT SOLUTION, PER SAP PROGRAM I I I I _ III PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR NORMAL DEFLECTION ON A MERIDIAN (y = 0) (SAP EXAMPLE 2)

FIGURE 3B.3-9 JUNE 2001 REVISION 11

60 l

I I

I t

z i 20 ,,, _

l " i I

i I I

1 I

i 1 t 0

l 0.75 0,5 0.25 0 xIA LEGEND.

CURVILINEAR FINITE-ELEMENT FORMULATION. PER A MIXED FINITE-ELEMENT METHOD FOR THIN-SHELL A,NALYSIS (7)

CARTESIAN FINITE-ELEMENT FORMULATION. PER A MIXED FINiTE.ELEMENT METHOD FOR THIN-SHELL ANALYSIS (7)

FINITE,ELEMENT SOLUTION. PER SAP PROGRAM II II PAL© VERDE NUCLEAR GENERATING STATION UPDATED FSAR MERIDIONAL STRESS RESULTANT (y = 0) (SAP EXAMPLE 2)

FIGURE 3B.3-10 JUNE 2001 REVISION 11

Z 87,4 FT --_

.... I 60 FT i 270 FT

J _ 84FT t = 0.5833 FT WHERE a = 84 FT b = 209,661 FT MATERIAL PROPERTIES.

E = 4.32 X 108 LBIFT 2 Y = 0.15 II I ---- I Ul PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR COOLING TOWER GEOMETRY (SAP EXAMPLE 3)

FIGURE 3B.3-11 JUNE 2001 REVISION 11

150 -

M PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR CIRCUMFERENTIAL WIND PRESSURE DISTRIBUTION ON COOLING TOWER (SAP EXAMPLE 3)

FIGURE 3B.3-12 JUNE 2001 REVISION 11

! I !

0 0.1 0.2 FT J SCALE OF DISPLACEMENTS LEGEND:

==== SOLUTION PER THE ANALYSIS OF COOLING TOWERS BY THE MATRIX FINITE-ELEMENT METHOD/8)

. III II I II I I I I __ I II O SOLUTION PER PRESSURE VESSEL AND PIPING 1972 COMPUTER PROGRAMS.

VERIFICATION (ASKAPROGRAM} (4] PALO VERDE NUCLEAR GENERATING STATION

+ FINITE-ELEMENT SOLUTION PER SAP UPDATED FSAR PROGRAM HORIZONTAL DEFLECTION AT TOP OF CONTROL TOWER (SAP EXAMPLE 3)

FIGURE 3B.3-13 JUNE 2001 REVISION 11

52 51 54 56 60 59 PALO VERDE NUCLEAR ( ....... I UPDATEL ......

THREE-DIMENSIONAL FINITE-ELEMENT MODEL (SAP EXAMPLE 4)

FIGURE 3B.3-14 JUNE 2001 REVISION 11

Z=O PALO VERDE NUCLEAR GENERATINC UPDATED FSAR FORCEAND MOMENT CONVENTION (SAP EXAMPLE4)

FIGURE 3B.3-15 JUNE 2001 REVISION 11

6G Z _ SAP AND ANALYTICAL SOLUTION

-_ 4G 5

Q.

0 l , ,

J t I l,. P

! 2 3 4 5 6 _po A. _) = _1.25o 6(3 SAP PROGRAM SOLUTION_

--4o \ _' " 0 .....0-------"6-(2. // _ ANA LYTICAL SOLUTION Z 20 0 L, , .I I ,, [ * !_P 0 1 2 3 4 5 6 ppo B. {_ - 7B.75o LEGEND:

0 ANALYTICAL SOLUTION

,_ SAP PROGRAM SOLUTION PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR RADIAL MEMBRANE FORCE (Np)

(SAP EXAMPLE 4)

FIGURE 3B.3-16 JUNE 2001 REVISION 11

140 120 1(}0 z 8o

_-_ k_ SAP pROGRAM SOLUTION Z 60 ANALYTICAL SOLUTION f _ "O"_------

4O

" 20 Q P

{3 r I I l" I I _

0 1 2 3 4 5 6 A. _)_ 11.25 ° 60 ¸ ANALYTICAL SOLUTION

_z 40-

_=

_:. - "_--- C>'--- -- -- --_

20 " SAP PROGRAM SOLUTION 0 p I z 1 t _ I rDO 0 1 2 3 4 5 6 B, _ = 78.75 ° LEGEND:

ANALYTICAL SOLUTION SAP PROGRAM SOLUTION PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR CIRCUMFERENTIAL MEMBRANE FORCE (N)

(SAP EXAMPLE 4)

FIGURE 3B.3-17 JUNE 2001 REVISION 11

6O 40--

-": 20 -- F ANALYTIC/_L SOLUTION

!o '9, "+ .., / , ..+ ..ET

.40 _.,. ,,_ ....._ ..... _.._" _ "_"

-,60 -- + _ SAPPROGRAM SOLUTION

a. @ = 11.75 ° 4O 20 -///---"-

z z P

__ t ,X_'_=-_-__Z_-_ _ SAP PROGRAM SOLUT'O_

(P" I P

o. _ 2/ 3 4 _._ s 6 ANALYTICAL SOLUTION -'_

- b. _b :" 78.75 ° LEGEND:

0 ANALYTICAL SOLUTION SAP PROGRAM SOLUTION PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR RADIAL MOMENT (Mp)

(SAP EXAMPLE 4)

FIGURE 3B.3-18 JUNE 2001 REVISION 11

o 40- "_ ,,ANALYTICAL SOLUTION 20-z z 3 4 5 6 p

/,

SAPPROGRAM _,

SOLUTION A. (_= 11.25 ° 160-140 -

\

120-z z

,..: 100- SAP PROGRAM SOLUTION

.- \

80-60- %..,_.

/ _

40- SOLUTION ANALYTICAL % %

20-0 0 1l II 2 3l 4I 5I 6 _ pO B. _= 78.75 ° LEGEND:

O ANALYTICAL SOLUTION SAP PROGRAM SOLUTION PALO VERDE NUCLEARGENERATINGSTATION UPDATED FSAR CIRCUMFERENTIALMOMENT(Mo)

(SAP EXAMPLE4)

FIGURE3B.3-19 JUNE 2001 REVISION 11

.z_,..... _ Design Application: ASME Service

_ T f' = -4.5 ksi A' = 1.25in: _ J C Load Criteria s

45" f = 60 ksi Y

4gT' _ _ n - Ec'-_--

7.58 i A s = 2.75in; Es = 29,I06 psi

_PTC_N Model AT : 0 Td = 0 TL'O" M = (see table) F_ "-_

Pdi = 0

\ ---b V MT.=O P = (_ee table) 1 Real Thermal Gradient Thermal Difference Liner Plate or Thermal Moment or Thermal Axial Temperature Load

_PTCBN Loading Load Tabll LOAD CASE P (KIPS) M (FT-K)

I l -921 165 2 - 560 420 3 14.6 255 4 96 i 125 PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR ASME SERVICE LOAD CRITERIA OPTCON MODULE EXAMPLE 1-CE201VEROP1 FIGURE 3B.4-1 SHEET 1 OF 2 JUNE 2001 REVISION 11

PALO VERDE NUCLEAR GENERATINGSTATION UPDATED FSAR ASME SERVICE LOAD CRITERIA OPTCON MODULE EXAMPLE 1-CE2OIVEROP1 FIGURE 3B.4-1 SHEET 2 OF 2 JUNE 2001 REVISION 11

I . Design Appllcatlon" ASMEFactored

-.I_-__

--/ ..... _ Load Crlter]a A'

S = 1.25in_ f = 60 ks_

Y E 48" 25" n = =-Es= 7.58 E = 29,106 psi i _s = 2"75in_ s i

12" --_

_PTC_N Model AT 0 Td : O TL : 0

\ ____,

_" -#--:table_/ Pd.1= 0

== M = (see table) _ i=O --

Real ThermaI Gradient Temperature L iner PIate or Thermal Moment Difference or Temperature Thermal Axial Load

_PTC_N Loading Load Table LOAD CASE P (KIPS) M (FT-K) l -I733 ]80 2 -1175 6_5 3 37 440 4 173 225 PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR ASME FACTORED LOAD CRITERIA OPTCON MODULE EXAMPLE 2-CE201VEROP2 FIGURE 3B.4-2 SHEET 1 OF 2 JUNE 2001 REVISION 11

PALO VERDE NUCLEAR GENERATING S UPDATED FSAR ASME FACTORED LOAD CRITERIA OPTCON MODULE EXAMPLE 2-CE2OIVEROP2 FIGURE 3B.4-2 SHEET 2 OF 2 JUNE 2001 REVISION 11

_0 Deslgn Appllcatlon: ACI 318-71 Criteria

_'

_ 2

= 1,25in f, = -4 . 5 ksl S "'""" -J_ C Ultimate Strength 45" f = 60 ksi 48"

_ ___ nEcYE-_S S= = 7.58 I As = 2.75in 2 E = 29_I0 _ psi 12" --a

_PTC_N ModeI AT = 0 Td = 0 T = 0 P = (se Pd. = 0

==_ table) i = 0 ,! 1

= M: (seee__t.able) __M.l.l-_._

ReaI ThermaI Gradient Temperature L]ner PIate or Thermal Moment Difference or Temperature Thermal Axial Load

__ _PTC_}NLoading Load Table LOAD CASE P (KIPS) M (FT-K)

I .....

1 -1417 340 2 -565 995 L,,

3 157 670 i,,

4 173 230 PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR ACI 318-71 ULTIMATE STRENGTH CRITERIA OPTCON MODULE EXAMPLE 3-CE201VEROP3 FIGURE 3B.4-3 SHEET 1 OF 2 JUNE 2001 REVISION 11

PALO VERDE NUCLEAR GENERATING UPDATED FSAR ACI 318-71 ULTIMATESTRENGTHCRITERIA OPTCON MODULE EXAMPLE3=CE201VEROP3 FIGURE 3B.4-3 SHEET2 OF 2 JUNE 2001 REVISION 11

_.L Design App]" *_

1_a_,on ASME Service T _ I0"_ Load Criteria f' = -4.5 ksi _ = 5.5xI0-6 in/in/oF II"-I 4B" /

S = 1,25in t _5" n-Y

60 ksi Es r- - 7,5_

_ = 5.5.10-6 in/inloF s

E = 29xI0a psi

_PTCON Model aT : 50° Td : 0 TL = 0

_:_ M = 415 ft-k i !

P = -56 -_--o.

==

_=z o_'_" i =0 i Pdi = 0 Real Thermal Gradient Temperature Liner Plate or Thermal Moment Difference or T_perature Thermal Axial Load BPTC_N Loading Com)arison Of Typical Results OPTC_N HAND CALCULATIONS fc (ks_) -2.41 -2.47 f' (ksi) -13.75 -13,75 is , l fs (ksi) 3.75 3.72 C (in) 37.54 37.54 i

MT (ft-k) ISI.80 151.00 PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR ASME SERVICE LOAD CRITERIA OPTCON MODULE EXAMPLE 4-CE2OlVEROP4 FIGURE 3B.4-4 SHEET 1 OF 2 JUNE 2001 REVISION 11

PALO VERDE NUCLEAR GENERATINGSTATION UPDATED FSAR ASME SERVICE LOAD CRITERIA OPTCON MODULE EXAMPLE4-CE2OIVEROP4 FIGURE3B.4-4 SHEET 2 OF 2 JUNE 2001 REVISION 11

0 Design Application: ASME Factored

_ Load Crlter_a As = I. f = 50 ksi _ = 5.5_]O_ in/inOF E s n - s - 7.58 E_ : 29x106 psi 48" I i Ec Ju, i , .

_-'- ] Z" --'_

_PTC_N Model M = 670 ft-k

_'_ _ _ =0 P = -Il IPdi

_AT =MTi:O 50" J T;LTI TL..._._.:

0 Real Thermal Gradient Temperature Liner P]ate or Thermal Moment Difference or TemperaCure Thermal Axial Load

_IPTC_NLoading Hand

_pTC_]N Calculations f (ksi) -3.56 -3.56 C

f's (ks_) -33,07 -33.09 fs (ksi) .28 .2g C (in) 44.71 44.70 (ft-k) 123.32 123.96 Comparison Of TypicaT Results PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR ASME FACTORED LOAD CRITERIA OPTCON MODULE EXAMPLE 5-CE2OIVEROP5 FIGURE 38.4-5 SHEET 1 OF 2 JUNE 2001 REVISION 11

PALO VERDE NUCLEAR GENERATING 5 UPDATED FSAR ASME FACTORED LOAD CRITERIA OPTCON MODULE EXAMPLE 5-CE201VEROP5 FIGURE 3B.4-5 SHEET 2 OF 2 JUNE 2001 REVISION 11

.... _.,_ Service Load Crlteria

_ C C

_0 _ Analysis Application: ASME A' = 2.0 in2 ff' = = 60i0 ksi ksi a =

es = 6xlO"6 6xlO-6 in/in/fF in/in/OF s 40" Y E

= S 42" n _-= I0 E. = 29_I0B psi

_- ] 2" ---_

OPTCI_NModeI T = (see table) Td = 0 T: = 0

_:z M = (see tab]e) /

P = (see Pdi = 0

table)'/ : 0 1

Real Thermal Gradient or Temperature Difference Liner Plate Thermal Moment or Thermal Axial Load Temperature

_PTCON Loading LOAD CASE AT(°F) P (KIPS) M (FT-K)I a lO0 ......... !

b 1O0 -lDO ..... !

ii ....... j c I00 I00 ..... _ i d 50 .... 132.3 !

e -50 -I00 .....

J Load Table PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR ASME SERVICE LOAD CRITERIA OPTCON MODULE EXAMPLE 6-CE2OIVEROP6 FIGURE 3B.4-6 SHEET 1 OF 2 JUNE 2001 REVISION 11

COMPARISON OF TYPICAL RESULTS QPTCQN m._Jnu CASE fc(ksi) fs(ksi) fs(ksi) kd(in) M.F(ft-k) a i -.38 -2.92 12.82 9.06 79.47 t

b i -.84 -7.59 8.14 20.33 169.04 c .... 17.13 32.87 ..... 49.85 d -.81 -6.33 27.75 9.05 39.73 o

e -.58 2.58 -5.34 27.64 -117.21 HAND CALCULATIONS LOAD CASE I fc(ks_)

) f's(ksi) fs(ksi) kd(in) MT(ft-k) a -.38 -2.92 ]2.82 9.05 80.25 b

, t

-.84 -7.59 8.15 20.32 168.88 C I .... 17.13 32.87 ..... 49.84 t j i L d l

-.80 -6.30 27.72 9.04 40 50 e -.57 2.55 -5.33 27.71 -116.14 r

PALO VERDE NUCLEAR GENERATII UPDATED FSAR ASME SERVICE LOAD CRITERIA OPTCON MODULE EXAMPLE6-CE201VEROP6 FIGURE 3B.4-6 SHEET 2 OF 2 JUNE 2001 REVISION 11

_0 A * -- f'Analysis

-I0 ksi _ = 6xlO "6 in/in/OF

=.....

2.0 in-" _ c Application:

c ASME 40,, f = 60 ksi c = 6xlO -6 in/in/OF

2"T ] ,s Y E Factored s Load Criteria n rc s

= _ : I0 E = 29xI0& psi I As : 2.0 in _

_'- 12"--.*

_PTCI_NModel AT = l O0° Td = 0 T = 0 M=O _ -'_ .-------

P = Pdi : 0 V MTi : 0 Real Thermal Gradient or Temperature Difference Liner Plate Thermal Moment or Thermal Axial Load Temperature IBPTC_NLoading HAND BPTC_N CALCULATIONS I fc (ksi) O* O*

i f' s (ksi) Sl 51.01 MT (ft-k) 9.5 9.5 I fs (ksi) 54** 54**

Fully cracked section

- Reinforcing yielding Comparison Of Results PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR ASME FACTORED LOAD CRITERIA OPTCON MODULE EXAMPLE 7-CE201VEROP7 FIGURE 3B.4-7 JUNE 2001 REVISION 11

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR ASME FACTORED LOAD CRITERIA OPTCON MODULE EXAMPLE 8-CE201VEROP8 FIGURE 3B.4-8 JUNE 2009 REVISION 15

0 Analysis Application: ASMEService

"' ,r--'-_'_- : _ Load Criterla t

T i-i 2" f' = -I0 ksi _c : oxlO _ in/in/of il -- "E" c A' : 2.0 in 2 f = 60 ksi =s : 6xi0-6 in/in/°F s Y E 42" 40"

n- s -lO "_ :

_s 29x106 psi I Ec l--

L As = 2.0 in2 12" BPTC_N Model

,",T

= (see Tab/e) Td = (see table) TL = 0 M=O

_ _ \ _ __,,.

P:O i Pd.=

I 1

= / MTi = (see Table)L.- (see table)

Real Then_al Gradientor Temperature Difference Liner Plate Thermal Moment or Thermal Axial Load Temperature

@PTC_N Loading Load Table THERMAL LOAD INPUT FLAGS i CASE Pdi(kips) MTi(ft.k) Td(°F) aT(°F) ITEMP I JTEMP l, , .,, , lO0,.. I 0 0

)

2 255.78 l 0 3 10 lO0 0 -2 4 ....... lO lO0,, ,0 -I 5 I0 1O0 0 0 6 87. 696 I00 0 1 7 87. 096 1O0 0 2 PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR ASME SERVICE LOAD CRITERIA OPTCON MODULE EXAMPLE 9-CE201VEROP9 FIGURE 3B.4-9 SHEET 1 OF 2 JUNE 2001 REVISION 11

f Analysis Application: ASME Service

_. i,2" f' c : -I0 ksl _c : 6xlOG in/in/QF

iAi_ £i_I "

T,, J. fy Load=E60 ksl Criteria a s = 6.10a in/In/OF S

aO" n = _--: lO E : Z9.I0b psi 42" _c s

.__ I L As = 2.0 in2

_}PTCONModel aT = (see table) Td = 0 TL = 0

== table) i = O J

_ P M::(see(See'm'_table) _MTF-'T='7_ -'I__!_-

D,":I Pdi = O Rea] Thermal Gradient or Temperature Difference Liner Plate Thermal Moment or Thermal Axial Load Temperature

_PTC_N Loadlng I Input Option r.LOAD

!CASE P(ksi) S(ksi)* AT(°F) NOPTN(I) NOPTN(2)! NOPTN(3)

_'-Ioo so i o L I I o I

2 50 - 50 0 1 i 1 I 'I 3 -lOO IOO 1o i r 2 4 --ioo 5o lOO r l l o I o

S = Tangential shear force NOPTN(3) = 0 - axial load = ($2+P2) _

l - axial load : !SI + JpJ 2 - axial load = P Load Case PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR ASME SERVICE LOAD CRITERIA OPTCON MODULE EXAMPLE 10-CE201VEROP10 FIGURE 3B.4-10 SHEET 1 OF 2 JUNE 2001 REVISION 11

AXIAL LOAD..,

'Pa(k)' I UNIFORM STRAIN c(in/in)

LOAD HAND HAND CASE BPTC(_N CALCULATION ]BPTCIBN CALCULATION

] ll].803 ]l1.803 -.0009638* -.0009638

,L, L 2 100.0 lO0.O -.0008621 -.000862]

3 -lO0.O -]00.0 .0000639 .0000638 4 ! Ill.803 t

1li.803 Skipped Skipped Note: Negative sign impliestensile strains.

Comparison Of Typical Results PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR ASME SERVICE LOAD CRITERIA OPTCON MODULE EXAMPLE 10-CE201VEROP10 FIGURE 3B.4-10 SHEET 2 OF 2 JUNE 2001 REVISION 11

AnalysisAppIicatlon'ASME

_ 0 *..... ', _ Service Load Crlteria

-- I C T A' = 2.0 in2 T12" T f f' == 60-lOksi ksi :s = 6x10-6

(_c= in/in/°F 6xi0-6in/In/OF s Y E S = I0 Es = 2g_lOG ps_

42" ,tO" n = EC OPTC_)NModel

._T= (seetable) Td : 0 = 0 M : (seetable)

. _. _._ MTi = 0 ---_-

Real

= (see table) .J ThermalGradientor Thermal.Moment Pdi = 0 TemperatureDiFferenceL}nerPlate or ThermalAxlalLoad Temperature

_PTCONLoadlng MINIMbM _mXIMUM%

LOADCASE P(T) e_T(F) M_(T-m) A & A' A & A' i _ S _ S l 90.70 lO0 .l* .2 I

i 2 90.70 I 7.o78 2.0-l Notes: * = percentage; ** = area (In2); T : tons; m = meter Sca]efactorsfor bothloadcaseswere:

SFFAF=0.5 for realaxialloadsand thermaltemperaturedifferences.

SFFM= 2.0 for realbendingmomentsand thermalgradlentsor moments.

Load Table PALO VERDE NUCLEAR GENERATINGSTATION UPDATED FSAR ASME SERVICE LOADCRITERIA OPTCON MODULE EXAMPLE 11-CE2OIVEROP11 FIGURE3B.4-11 SHEET 1 OF 2 JUNE 2001 REVISION 11

! (_PTCIB_IHAND CALCULATION p KIPS 99.98 ,, lOO

,,, TONS ¢5.35 45.35

°F I00 I00 AT Lili _i ill oF 723.30*

i 1oo i KIPS 99.98 lO0 p , ,i ii , i[

"TONS 45.35 45.35

-- , i ii __

FT- K 255.73 255.78

="

i,l i I T-M 35.36 35.36 u a' (KSI) 17.14 17.13

..... S .......

o

-- os i, .L, (KSI) 32.85 32.87 MT (F-K) 49.76 49.84 cracked

.... ii ! i Note: *Discrepancy in thermal gradient conversion from metric to Encjlishunits.

ComparisonOf Typical Results i

PALO VERDE NUCLEAR GENERAT UPDATED FSAR ASME SERVICE LOAD CRITERIA OPTCON MODULE EXAMPLE 11-CE201VEROP11 FIGURE 3B 4-11SHEET 2 OF 2 JUNE 2001 REVISION 11

___" _._....... _ Analysis Application: ASME Factored Load Crlteria TI.

40" As : 2.0 in 40" f : 60 ksi n

y

= 60 ksi

= s=lO a = 6x10-6 in/in/°F S

= 6xlO-6 in/in F I -- __ fyL E aL E. = 2gxlO6 psi As = 2.0 in; rcc EL = 29"106 psi 12" ---_

_PTC(DNModel AT = 0 Td = 0 T = (see table)

P = lO0 _d. = 0 1

=== M=O _)

...._. 1 m Real Thermal Gradient or Temperature Difference Liner Plate Thermal Moment or Thermal Axial Load Temperature (JPTC_NLoading LOAD CASE P(K) LINER ON LINER TEMPERATURE (°F)

] lO0 Yes 0

, ,,,i,,

2 lO0 Yes 300 i

3 lO0 No ---

Load Table PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR ASME FACTORED LOAD CRITERIA OPTCON MODULE EXAMPLE 12-CE201VEROP12 FIGURE 3B.4-12 SHEET 1 OF 2 JUNE 2001 REVISION 11

HAND

(_PTC_N CALCULATIONS I"

I Load l fs (ksi) 25.78 l

25.78 i

i Case No. ] f_ (ksi) ]0.21 ]0.2l l I ii i.

TL = O° fL (ksi) 9.34 9.34 Load _fs (ksi) 24.15 l i i j 24.14 II Case No. 2 fs (ksi)

Ill 41.09 L l 41.09 TL = 300° fL (ksi) -10.16 -10.16

....... ,i Load f (ksi) 25.00 25.00 S

Case No. 3 f' s (ksi) 25.00 ' 125.00 No Liner fL (ksi) I -_ .... '-

Comparison Of Typical Results PALO VERDE NUCLEAR GENERATINGS1 UPDATED FSAR ASME FACTOREDLOAD CRITERIA OPTCON MODULE EXAMPLE 12-CE201VEROP12 FIGURE 3B.4-12 SHEET 2 OF 2 JUNE2001 REVISION 11

_" Analysis Application: ASMEFactore_

--_ _11 # J J I ] _ A Load Criteria

@ -- T ! c c

I 2" T f' = -IO ksi cl = 6xlO-6 in/in/OF As 2"0in2 "

40" fY = 60 ksi as 6xlO"6 in/in/OF 42" I fyL = 60 E ksi aL : 6x]O-6 in/in/ F

{ n _ s _ 70 EL = 29xi06 psi

Es = 29x706 psi I As = 2.0in2 _ Ec 12" --_

_PTCBN Model AT = 0 Td = 0 TL : (see tabTe)

=

_zz M* = (see tab]e) "---'7 P = lO0 MTi : 0 Pdi = 0 Real Thermal Gradient or Temperature Difference Liner PTate Thermal Moment or Thermal Axial Load T_mperature "Moment required to slmuTate zero curvature change during loading.

_PTC_N Loading

{LOAD CASE P(K) M*(FT-K) TL(OF) l 700 .75.45 0 2 lO0 82.09 300 Load Table PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR ASME FACTORED LOAD CRITERIA OPTCON MODULE EXAMPLE 13-CE201VEROP13 FIGURE 3B.4-13 SHEET 1 OF 2 JUNE 2001 REVISION 11

HAND OPTCON CALCULATIONS fs (ksi) 14.29 14.29

_o f' (ksi) 14.29 14.29

.¢r_

9_'_ fL (ksi) 14.29 14.Z9 fs (ksi) 36.66 36.66

_ f' (ksi) 36.66 36.66

_ ,, s

-J fL (ksi) -15.54 -15.54 ComparisonOf Typical Results PALOVERDE NUCLEARGENERATINGSTATION UPDATED FSAR ASME FACTOREDLOAD CRITEnl^

OPTCON MODULE EXAMPLE 13-CE FIGURE 3B.4-13SHEET 2 OI- 2 JUNE 2001 REVISION 11

1 i!

" Analysis Application: ASME Factored

,'; .... 1I' Load Criteria T

t2" A'

s = 2.0 in2 T 40" f' = -I0 ksi c

fy = 60 ksi

_ = 6xlO-6 inlin/°F c.

s = 6xlO-S in/in/°F I n fyL = 60 ksi _L = 6xi0"6 in/in/ F Es = 29xlO6 psi I As = 2.0 in2 Es lO EL 29xlO6 psi I_PTCINModel AT = 200° Td = 0 TL = see table)

M=O * :

P = 100 MTi = 0 Pdi = 0 Real Thermal Gradient or Temperature Difference Liner I?]ate Thermal Moment or Thermal Axial Load Temperature

_PTC_N Loading LOAD I ....

CASE P(K) LINER ON TL(°F) AT(°F)

] lO0 Yes 0 200 i ,i J , ,,

2 ]00 Yes 300 200 3 100 No --- 200 Load Table PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR ASME FACTORED LOAD CRITERIA OPTCON MODULE EXAMPLE 14-CE201VEROP14 FIGURE 3B.4-14 SHEET 1 OF 2 JUNE 2001 REVISION 11

STRESSES HAND (KSI) i_PTC(_N CALCULATIONS oc -.]4 -.02 o oL -.63 -.64

° ' 2.O] I.99 "0 Q._ tl i_ (7 s O _I .-_ I"- ' ' '

-J_- <3 os 49.09 49.04 i,

o_ o OL -20.16 -20.15 688 "

"_ ='_

_ II o_

11 Os

___ 32.85 32.86 0 ri_ _J_.,

-_u_- _ os 47.39 47.39 0

LO z _ _II "C_ O_ -i_ Os 9.26 g.26 o_o_- o' 40.7¢ 40.75

.-J_Z <3 S IJ ComparisonOf Typical Results I

PALO VERDE NUCLEAR GENERATIr..........

UPDATED FSAR ASME FACTOREDLOAD CRITERIA OPTCON MODULE F MPLE 14-CE201VEROP14 FIGURE 3B.4-14 SHEET 2 OF 2 JUNE 2001 REVISION 11

.__" _ _ Analysis Factored Application:

Load Criteria ASME I A' =

_

2.01n2 T 2" [

I c f' = 60

-10ksi ksi c

(_

s f = s := 6xlO-6 c_ in/in/°F 6xlO-6 in/in/°F 40" Y

= 60 ksi _L = 6xI0-6 in/in/°F n = _ss= 10 EL = 29xi06 psi 42" 1 fYL E

- Es = ZgxlO6 psi As = 2.0in_ Ec

_--- 12"--_

@PTC_N Model aT = 200° Td : 0 TL : (see table)

M* = (see table)

P : I00 ._J Pdi = O

=: Ti=O Real Thermal Gradient or Temperature Difference Liner Plate Thermal Moment or Thermal Axial Load Temperature

_1omentrequired to simulate zero curvature change during loading.

_PTC_N Loading LOAD CASE P(K) M*(FT-K) TL(°F) 4T(°F) l 100 -75.45 0 200 2 1O0 82.09 300 200 Load Table PALO VERDE NUCLEAR GENERATINGSTATION UPDATED FSAR ASME FACTOREDLOAD CRITERIA OPTCON MODULE EXAMPLE 15-CE201VEROP15 FIGURE 3B.4-15 SHEET 1 OF2 JUNE 2001 REVISION 11

STRESS HAND (KSI) _PTC_N CALCULATIONS o 37.53 37.53 S

I i il -

' 6.04 6.05

°S z _ _.c 4.28 4.29 o: _= fC 0 0

.J ¢.._b---

MT(ft-k) 152.53 152.48 Os 54.00" 54.00" llll i

O' 30.78 30.78 S

o oc -23.18 -23 18 0(_ ,,

_ " fc 0 0

_u_ MT(ft-k) I13.89 I13.86 I

Note: *Reinforcing yielded ComparisonOf Typical Results PALO VERDE NUCLEAR GENERAT ........ I UPDATED FSAR ASME FACTORED LOAD CRITERIA OPTCON MODULE EXAMPLE 15-CE201VEROP15 FIGURE 3B.4-15 SHEET 2 OF 2 JUNE 2001 REVISION 11

--_x..} ._.I_i_}_

- - _ Design Appllcation: AS,,_E._

Load Criteria Service t ---IT i f'c =-_.5 ksx _c = 55x1°-6 lnlin/°F 4_" 45" fy = 60 ksi _s : 5"5"10-6 Inlinl'°F fL L As = .25in n - Ec I__ : 60 ks_ Es = 29_106

_, 5.5x]0-6psi in/in/°F I ,,,,, l Y Es = 7.58 EL : 29xlO6 psi

-12"-'_

_PTCON Model AT : 50% Td.__O TL_= 200=

M = 415 ft-k

-li" / .... Im, P = -560k i i = 0 Pdi = 0

= L Real Thermal Gradient or TemperatureDifference Liner Plate Thermal Moment or Thermal Axial Load Temperature PTC_N Loading PRIMARY LOADING PRIMARY+SECONDARYLOADING HAND HAND

_PTCBN CALCULATION QPTCQN CALCULATION I kd (in) .......... 40.60 4].29

( . !.

I f' (kS,)i -7.54 -7.54 S , , i

-9.68 -9.58

, ,, =

fs (ksi) }

=l"i -2.64 I -7.64 1.04

, ,., 1.14 ifL (ksi) -40.86 -40.86 -44,68 -44.58 Comparison Of Results PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR ASME SERVICE LOAD CRITERIA OPTCON MODULE EXAMPLE 16-CE201VEROP16 FIGURE 3B.4-16 JUNE 2001 REVISION 11

Design Appl_cation: ASME Factored

"_" d Load Criteria T

48" A' = m S

1.25in_

_I0" T

T 45" fc -4.5 ksi f = 60 ksi y

fyL E

60 ksi

_c

_L s

S'5xlO'G in/in/°F

= 5.5xIO'S inli_/OF

= 5.5x10-& in/in/:g n Ec Es : 29xi06 psi I _ s . 7.58 L As = 2.75in_

, l 12" "-_

OPTC_N ,Model

_T: so° _: o _oo° M = 225 ft-k P = 173kj MT.

I = 0 Pdi = 0 Real Thermal Gradient or Temperature Difference Liner Plate Thermal Moment or Thermal Axial Load Temperature

_PTCBNLoading PRIMARY LOADING I PRIMARY+SECONDARYLOADING!

HAND 41 HAND !

OPTCON CALCULATIONS! OPTCON CALCULATIONS ,J

....... I I i fc (ksi) 0 0* ,,, , 0 0 , ,,

,,, I a I (ksi) -3.90 -3.90 -5.70 -5.70 I as (ksi) 51.99 51.99 54.00* 54.00* 1 o' (ksi) 33.38 33.38 j 33.2; 33.27 J

..,s ,, J I t Note: "Reinforcingyielding Comparison Of Typical Results PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR ASME FACTORED LOAD CRITERIA OPTCON MODULE EXAMPLE 17-CE201VEROP17 FIGURE 3B.4-17 JUNE 2001 REVISION 11

_esi_n Application: ASME Factored

_ 0 I Load Criteria 10" f' =--4.5 ksi

_ m c A'$ = 1.25]n 2 f = 60 ksi Y E 25" a8" n = _ : 7.58 E = 29_I06 psi L As = 2.75in 2 s

] 2" --_

OPTC_NModel AT = 0 T = 0 TL=O M = (see tab]e) table) MTi = 0 Pdi = 0 Rea] Thermal Gradient or Temperature Difference Liner Plate Thermal Moment or Thermal Axial Load Temperature

_PTC_N Loading OAD ASE P(KIPS) M(FT-K) I CE2OIVEROP2 REFI:RPEFl=.5% CE2OIVEROPI8 REFI=RPEFI=5%I 1 -1733 180 Number Of Cycles l 6 2 "

To Optimize 2 -I175 675 --,

...... Comparison Of Results 3 37 440 4 173 225 Load Table PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR ASME FACTORED LOAD CRITERIA OPTCON MODULE EXAMPLE 18-CE201VEROP18 FIGURE 3B.4-18 JUNE 2001 REVISION 11

I

_,,, ,>, _., _ Des]gn Application: ASME Servlce 10" _ Load Criteria

_ T / f' = -4.5 ksi A' : 1.25in_ c s

45" f = 60 ksi Y E 48" l n - EcS_ 7.58 o I As = 2.75in_ Es : 29x]06 psi

_---12" -'>

_PTC_IWMode]

_T = 0 Td = 0 TL=O

_._J =0 ] Pdi = O P : (see table)

Real Therma] Gradient Thermal Difference Liner Plate or Thermal Moment or Thermal Axial Temperature Load

_PTC_N Loading

Same as CE2OIVEROPI except SET OUTPUT Load Table equal to'(0) and (2)

LOAD CASE P (KIPS) M (FT-K) 1 -921 165 2 -560 420 ii 3 14.6 255 4 96 125 PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR ASME SERVICE LOAD CRITERIA OPTCON MODULE EXAMPLE 19-CE201VEROP19 FIGURE 3B.4-19 JUNE 2001 REVISION 11

_0 ....... _ DesignApplication: ASME Service And FactoredLoad Criteria

_ f_ -4.5 ksi A;:1.251n T f = 60 ksi 48" 45" Y E n =--s = 7.5B As = 2.75in2

__ - Es = 29x106psi 12" "-_

QPTC_NModel AT : 0 Td : 0 TL : 0 "D" ----Ira, P = (se , Pdi = 0

_ M : (Seee__table) table)" _jM_ Ti : 0 _!

J Pea ThermalGradientor TemperatureDifference LinerPlate ThermalMoment or ThermalAxial Load Temperature

_PTC_ Loading THIS TEST CASE ASME ASME APPENDIX APPENDIX FACTORED SERVICE OPl OP2 SUPPRESSED SUPPRESSED P(K) -g21 -I133 -921 -I133 M(FT-K) 155 175 165 175 I ,, i As(IN2) 2.75 2.75 2.75 2.75 I A_(IN2) ,H m, , 1.25 1.25 1.25 1.25 UtilizationFactor(%) 97.68 98.64 97.68 98.64 ComparisonOf TypicalR.... _-

PALO VERDE NUCLEAR GENERATINGSTATION UPDATED FSAR ASME SERVICE AND FACTOREDLOAD CRITERIA OPTCON MODULE EXAMPLE20-CE201VEROP20 FIGURE 3B.4-20 JUNE 2001 REVISION 11

AnalysisApplication: ASME Service

-J_ v_-7_--_-v--r-}- _ Load Criteria s f = 60 ksi ms = 6xlO-6 in/in/°F 40" Y Es :

42" n = --= IO Es 29xi06psi I Ec 1 As = 2o'0in___.21 _

12" "-_

_PTC(_NModel aT = 100° Td = 0 TL = O M=O P = (se I

_ table) J / i, MT. = 0 Pdi = 0 Real ThermalGradientor TemperatureDifference Liner Plate ThermalMoment or ThermalAxial Load Temperature

_PTC_NLoading THIS CE2OIVEROP6 THIS CE2OIVEROP6 TEST CASE LOADCASE A TEST CASE LOADCASEB OFF THERMAL

.,,. ,',-" J i i i KK__KK i

12 5 i INPUT _ P(K) -I00 I -1OO ACURVE(KKK=I)..___ 36xi0"a -18xlO-B .....-..-..AT° _ I00 I00 FINAL CUR___V.V1429x10 "a 304xl0 "a FINAL P(K) -100 -IN]

i . I J I

"s (Ksil i i 12.82 i ii 2.72 J MT(rr-K) 169.0,l i i i i ,

_s (KSI) i _

-2.92

-.S2 J ac (KSI) -.38 -,08 MT(FT-K) 79.47 179.47 ComparisonOf TypicalResults PALO VERDE NUCLEAR GENERATINGSTATION UPDATED FSAR ASME SERVICE LOAD CRITERIA OPTCON MODULE EXAMPLE 21-CE201VEROP21 FIGURE 3B.4-21 JUNE 2001 REVISION 11

4 °

_..._.i_ _ . Analysis Application: ASME Service P- f' = -I0 ksi _ = 6xlO-6 in/in/oF I _ =cOl !oT 0 " Load C Criteria C I Ps =(see n = _ : I0 : 29xI06 psi

_PTC(_NModel aT:O T :0 T :0 d ,__.__

=z M= 0 I /

P=O _ ---m-MTi = 255.78 Pd i = 0

==_ ft-k Real Thermal Gradient or T_perature Difference Liner Plate Thermal Moment or Thermal Axial Load Temperature

_PTC_N Loading HAND I HAND HAND I QPTC@N CALCULATION _PTC@N CALCULATION _PTC_N CALCULATION Ps °c(KSl) _c(KSI) as(KSl) as(KSi) Mc(FT'K) Mc(FT-K)

.5 -.45 -.45 12.10 12.1D 88.04 88.04 i i i i i i 1.0 -.59 -.59 10.64 10.64 149.83 149.24 i

1.5 -,69 -.69 9.65 9.65 199.26 199.24

.w 2.0 -.78 -.77 8.89 8.90 240.64 240.61 I I i i 2.5 -.83 -.83 8.29 8.29 276.19 276.1,6 3.0 -.88 -.88 7.78 7.78 307.29 307.26 3.5 ".92 -.92 7.34 7.35 334.85 334.81 Comparison Of Typical R=:,,_*:

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR ASME SERVICE LOAD CRITERIA OPTCON MODULE EXAMPLE 22-CE201VEROP22 FIGURE 3B.4-22 JUNE 2001 REVISION 11

__ Analysisapplication: ASME service

_/ .... ._ _ load criteria T

42" A'

_

s T

40" f'c = -4.5 ksi f = 6(]ksi Y E

_c = 6xlO-6 _n/in/°F

=

s

6xlO"6 in/in/°F n Ec s i _ s _ lO E : Z9xlO_ psi I._Z_.As

_-_

12" --_ _PTC_NModel az: M = (seetable) aT=(seetable) Td = 0 TL = 0

= -

x P:(see )

table)J _

--i : (seetable ---" Pdi : 0 Real ThermalGradientOr TemperatureDifference Liner Plate ThermalMoment Or ThermalAxial Load Temperature QPTCBNLoading LOAD I OPTCONLOADINGINPUT CASES BSAP (TAPE27) I CARDS l 1(Primary)&2(Secondary) --

2 l(Primary)&2 (Secondary) --

i, ,, ,, , , = ,.. .

3 1(Primary) 2(SeCondary)

,,. , w-,,

4 3(Primary) --

4(Primary), .-

Note: *Used stressreferenceplane (BSAP) and S angle (_PTC_N)

I

'ALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR ASME SERVICE LOAD CRITERIA OPTCON MODULE EXAMPLE23-CE201VEROP23 FIGURE 3B.4-23 SHEET 1 OF 2 JUNE 2001 REVISION 11

Comparison Of Typical Results BPTCBN Input Loads From BSAP Tape 27 PRIMARY LOADING P(KIPS) M(FT-K)

_PTC_N _ HAND HAND LOAD CASE I _PTC_N CALCULATION _)PTC_)N CALCULATION 1 Component 1 ! 60 60 0 0 Component 2 -120 -]20 O 0

. ..... l , ..

2 Component l 60 60 O 0 Component 2 -120 -120 O 0 3 Component l 60 60 0 0 Component 2 -120 * -]20 O 0 4 Component l 60 60 311 311 5 Component I 60 60 311 311 SECONDARY LOADING P(K) OR T(°F) M(FT-K) OR AT(°F)

_PTC_N HAND HAND LOAD CASE {_PTC_N CALCUtIATION (_PTC_}N CALCULATION l Component l 0 0 311 311 Component 2 O 0 3)) 31]

2 Component I 0 0 311 311

,._J ,.. ,,,

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PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR ASME SERVICE LOAD CRITERIA OPTCON MODULE EXAMPLE23-CE201VEROP23 FIGURE3B.4-23 SHEET 2 OF 2 JUNE 2001 REVISION 11

MODEL

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' 1 1 140 100,000 13 5 2,130 920 380,000

) 3 a LUMPED MASS AT POINT .

b MASS MOMENT OF INERTIA AT POINT i c LENGTH OF ELEMENT =

d. CROSS-SECTION AREAOF ELEMENT_

e SHEAR AREA OF ELEMENT I f MOMENT OF INERTIA OF ELEMENT 1

iI I

i1111111 IIIIIII PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR LUMPED-MASS MODEL (SUPER SMIS EXAMPLE 1 AND 2)

FIGURE 3B,6-1 JUNE 2001 REVISION 11

,y 37 -42 _ --2o----_

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'// / I PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR EIGENVALUE ANALYSIS MODEL (SUPER SMIS EXAMPLE 3)

FIGURE 3B.6-2 JUNE 2001 REVISION 11

i r

DURATION r_ w, NUMERICAL DATA PULSE DURATION t = 5.00 SECONDS TIME INTERVAL At = 0.05 SECOND PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR TYPICAL UNDAMPED SYSTEM (SPECTRA VERIFICATION)

FIGURE 3B.7-1 JUNE 2001 REVISION 11

2 r

/

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LEGEND: i 1 PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR RESPONSE SPECTRA COMPARISON (SPECTRA EXAMPLE 1)

FIGURE 3B.7-2 JUNE 2001 REVISION 11

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FIGURE 3B.7-3 JUNE 2001 REVISION 11

_ F oJ_t i_l __ Hi.l PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR DESCRIPTION OF THE MODEL LUCON CE970 FIGURE 3B.8-1 JUNE 2001 REVISION 11

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FIGURE 3B.8-3 JUNE 2001 REVISION 11

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PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR VERTICAL IMPEDANCE FUNCTIONS FOR A HYSTERETICALLY DAMPED HALF-SPACE (sigma = 1/3)

FIGURE 3B.8-4 JUNE 2001 REVISION 11

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FIGURE 3B.8-5 JUNE 2001 REVISION 11

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JUNE 2001 REVISION 11

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JUNE 2001 REVISION 11

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FIGURE 3B.8-8 JUNE 2001 REVISION 11

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR HORIZONTAL IMPEDANCE FUNCTIONS FOR A VISCOELASTIC HALF-SPACE (sigma = 1/3)

FIGURE 3B.8-9 JUNE 2001 REVISION 11

k_ (%)

p p o p

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%v(ao) w PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR VERTICAL IMPEDANCE FUNCTIONS FOR A vrSCOELASTIC HALF-SPACE (sigma = 1/3)

FIGURE 3B.8-10 JUNE 2001 REVISION 11

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR ROCKING IMPEDANCE FUNCTIONS FOR AN ELASTIC AND A VISCOELASTIC TWO-LAYERED MEDIUM (CASES 8 AND 9)

FIGURE 3B.8-11 JUNE 2001 REVISION 11

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR HORIZONTAL IMPEDANCE FUNCTIONS FOR AN ELASTIC AND A VISCOELASTIC TWO-LAYERED MEDIUM (CASES 8 AND 9)

FIGURE 3B.8-12 JUNE 2001 REVISION 11

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I PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR VERTICAL IMPEDANCE FUNCTIONS FOR AN ELASTIC AND A VISCOELASTIC TWO-LAYERED MEDIUM (CASES B AND 9)

FIGURE 3B.8-13 JUNE 2001 REVISION 11

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR ROCKING IMPEDANCE FUNCTIONS FOR AN ELASTIC AND A VISCOELASTIC TWO-LAYERED MEDIUM (CASES 10 AND 11)

FIGURE 3B,8-14 JUNE 2001 REVISION 11

(Oe)FJH_

PALO VERDE NUCLEAR GENERATINGSTATION UPDATEDFSAR HORIZONTAL IMPEDANCEFUNCTIONSFOR AN ELASTICAND A VISCOELASTIC "I'WO-LAYEREDMEDIUM (CASES 10 AND 11)

FIGURE 3B.8-15 JUNE 2001 REVISION 11

8 O L

0 0 0 PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR VERTICAL IMPEDANCE FUNCTIONS FOR AN ELASTIC AND A VISCOELASTIC TWO-LAYERED MEDIUM (CASES 10 AND 11)

FIGURE 3B,8-16 JUNE 2001 REVISION 11

] .....

2 0 i. 0 in z Re_nforced Concrete Beam CECAP Concrete Element Model CECAP Hand Cal&ulation _ Error fS 13,150 psi 13,790 psi 5.9 FC -331 psi -318 psi 4.1 kd 7.55 in 7.42 in 1.8 M T 43,760 in-lb/in &3,680 in-lb/in 0.2 Comparison Of Results PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR THERMAL MOMENT CECAP EXAMPLE 1-CECAPVER1 FIGURE 3B.9-1 JUNE 2001 REVISION 11

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" 40"

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, . 1.o i_2 l

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CECAF Concrete Element Model CECAP Hand Calculations Z Error fs 8,154 psi 8,320 psi 2.0 f -932 psi -882 psi 5.7 C

kd 20.4 in 20.6 in 1.0 MT 143,000 in-lb in 141,600 in-lb in 1.0 Comparison Of Results PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR THERMAL MOMENT AND REAL AXIAL LOAD CECAP EXAMPLE 2-CECAPVER2 FIGURE 3B.9-2 JUNE 2001 REV_!S.I_QN_._ll

3,,52ooio,b T -f I,

J __ 4 I "-2 I. 0 in 2 Reinforced Concrete Beam 12" I i,"_'-.J _ _'_I--,.

l _iI P'."--I[_

CECAP Concrete Element Model CECAP Hand Calculations % Error i, J, fs 79,170 psi 84,570 psi 6._

fC -1,845 psi -1,913 psi 3.6 kd 7.6 in 7.4 in 2.7 Comparison Of Kesults PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR CECAP EXAMPLE 3-CECAPVER3 FIGURE 3B.9-3 JUNE 2001 REVISION 11

3,175,200 In-lb 42" &0" 1 _ _ ,I l.oin2 Reinforced Concrete Beam 12"

"_ . _ 8,417 Ib/in 2- \

J !it i-'--_-'-_ _

-_ r CECAP Concrete Element Model CECAP ]{and Calculations % Error

£ 41,620 psi 41,320 psi 0.7 fs -1,908 psl -1,922 psi 0.7 c

kd 12.2 in 12.7 in 3.9 i,

Comparison Of Results P

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR REAL MOMENT AND REAL AXIAL LOAD CECAP EXAMPLE 4-CECAPVER4 FIGURE 3B.9-4 JUNE 2001 REV!B_I.O+.N__I_

1_

31,52oo,oib /_T1oooF _ -[

_- Thermal olo-o Gradient

,0!___

," re 4,_/"- r l 12" Reinforced Concrete Beam 17 i5/in (Real) 26_,600 in-lb/in (Real)

_" ___ ' -- ---- 264,600 in-lb/in (Thermal Oncracke_,

"-._ _ 2,_.. _.

CECAP Concrete Element Model CECAP Hand Calculations % Error J

fs 64,160 psi 61,230 psi 4.8 fc -2,509 psi -2,406 psi 4.3 kd II,0 in ii.2 in 1.8 MT 70,860 in-lb/in 66,050 in-lb/in 7.3 Comparison Of Results PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR THERMAL MOMENT, REAL MOMENT AND REAL AXIAL LOAD CECAP EXAMPLE 5-CECAPVER5 FIGURE 3B.9-5 JUNE 2001 REVISION 11

J, _L T 8"

- ' " 100k 42" 5.0 in'

, . ('---f-

-F ReinforcedConcreteMember 12" CECAP _and Calculations % Error fs 10,310 psi i0,000 psi 3.1 fr 0 0 0.0 ComparisonOf Results PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR UNIAXIAL TENSION CECAP EXAMPLE 6-CECAPVER6 FIGURE 3B.9-6 JUNE 2001 REVISION 11

"_ _ lOOk o,,__"-_

42"_ -.

4-- 12" "_

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.:=_-_--__-_ _ _,,

CECAF Concrete Element Model CECAF Hand Calculations % Error l

fsx 10,300 psi i0,000 psi 3.0 fsy 10,200 psi 10,000 psi 2.0 f 0 0 0.0 C

Comparison Of Kesults PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR BIAXIAL TENSION CECAP EXAMPLE 7-CECAPVER7 FIGURE 3B.9-7 JUNE 2001 REVISION 11

A

"_k _ '_ I i" lOOk

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"_,_"_8333 ib I t [I T 42"_,,. " i" CECAP Concrete Elemenz Model CECAP Hand Calculations % Error fsx 19,890 psi 20,000 psi 0.6 f 19,490 psi 20,000 psi 2.6 sy Comparison Of Results PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR BIAXIAL TENSION WITH SHEAR CECAP EXAMPLE 8-CECAPVER8 FIGURE 3B.9-8 JUNE 2001 REVISION 11

i__,, liner plate T 8" 2.0o---f-In 2 5.0 in 2 i .... -_ -" _ 42" I e---/-

2 S"

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fL 7,9_3 psl 8,177 psl 3.4 fSI 8.798 psl 8,960 psi 1.8 fSO Ii,710, psi ii,510 psl 1.7 m

Compar16on Of Results PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR UNIAXIAL TENSION WITH LINER CECAP EXAMPLE 9-CECAPVER9 FIGURE 3B.9-9 JUNE 2001 REVISION 1:!

1/4" Liner Plate

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Thermal Gradient i _

6----

12" Reinforced Concrete Beam CECAP Concrete Element Model CECAP Hand Calculations Z Error fs 14110 psi 14800 psi 4.7 fL -2296 psi -2340 psl 1.9 fc -221 psl -234 psi 5.6 kd 4.64 in 5.46 in 15.0 MT _6400 in-lb/in 47790 in-lb/£n 2.9 Comparison Of Results PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR REINFORCED BEAM WITH LINER SUBJECTED TO A THERMAL MOMENT CECAP EXAMPLE 10-CECAPVER10 FIGURE 3B.9-10 JUNE 2001 REVISION 11

I

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[L_ 12" in 2 H

Reinforced Concrete Beam CECAP Concrete Element Model CECAP Hand Calculatlons % Error fS 13510 psi 14180 psi 4.7

£' -2018 psi -2100 psi 3.9 S

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PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR ACCELERATION (t) INPUT MOTION FOR THE FOSIN MODEL FOSIN EXAMPLE 2 FIGURE 3B.10-7 JUNE 2001 REVISION 11

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11.30 -3J_

S.TO NOTE: 'THE ABSOLUTE MODE SHAPES FOUNO BY FDSIN WERE MULTIPLIED IIY A CON_TANT SUCH THAT THE DISPLACl-MENTS AT M1 CORRESPONDED TO THE RESULTS FOUND 8Y THE EXAC_r SOLUTION.

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DAMPING - .0100 6.

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR RESPONSE SPECTRA OF THE INPUT MOTION FOR THE THREE-DOF MODEL BECHTEL HOR TIME-HISTORY H1 FOSIN EXAMPLE 2 FIGURE 3B.10-10 JUNE 2001 REVISION 11

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COMPLETE 10-MASS MODEL FOSIN EXAMPLE 3 FIGURE 3B.10-13 JUNE 2001 REVISION 11

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'q 30 IN ......... _ "1 31 IN

/ SE A'.,.IN_ RING BASE PLATE PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR LONGITUDINAL SECTION OF THE PCRV (FINEL EXAMPLE 1)

FIGURE 3B.13-1 JUNE 2001 REVISION 11

149 I_

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR FINITE-ELEMENT IDEALIZATION OF PCRV (FINEL EXAMPLE 1)

FIGURE 3B.13-2 JUNE 2001 REVISION 11

FtNEL REF 3 LEGEND' ZONES

_r R A C _

....L OF RAOIA OF L CRACKING 5OO L_/IN. 2

' L_

CIRCUMFERENTIAL CRACKS

/

L 575 LB/IN. 2 L_

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR REGIONS OF CRACKING (FINEL EXAMPLE 1)

FIGURE 3B.13-3 SHEET 1 OF 3 JUNE 2001 REVISION 11

F[NEL REF 3 LEGEND E25 LB/IN :Z

_ZONESOF RADIAL CRACKING TRACE" OF" CIRCUMFERENTIAL CRACKS 675 LBIIN. 2 PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR REGIONS OF CRACKING (FINEL EXAMPLE 1)

FIGURE 3B.13-3 SHEET 2 OF 3 JUNE 2001 REVISION 11

FINEL

//

/j

///,,

/Pts-725 LBIIN. 2 LEGEND-

_ ZONES OF RADIAL CRACKING TRACE OF CIRCUMFERENTIAL CRACKS PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR REGIONS OF CRACKING (FINEL EXAMPLE 1)

FIGURE 3B.13-3 SHEET 3 OF 3 JUNE 2001 REVISION 11

800 I

DEF LECTION 2

w 2

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR LOAD-DEFORMATION CURVES FROM FINEL VERIFICATION USING A PCRV (FINEL EXAMPLE 1)

FIGURE 3B.13-4 JUNE 2001 REVISION 11

P

_t_ A----

I l iRE Ii II - INFORC_NG 'III ii ii STEEL . ri 20 IN

_'"ql_ '_'_ -

-1 I '_'" -'F-_,N

-I 20__ REINFORCING STEEL. A_'IEA - 1 58 IN "2 CROSS-SECTION A-A PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR EXPERIMENTAL BEAM DIMENSIONS (FINEL EXAMPLE 2)

FIGURE 3B.13-5 JUNE 2001 REVISION 11

r.

z z

k ° W

@ zm eg N rr _

_ N 'N

LEGEND" BOUNDARY O_C_ACKEDREGION, REF 3 CRACKED REGION. FINEL i ii ,

-1

/ ill j FINEL - 8 7 KIPS REF 3 - 8 0 KIPS FINEL AND REF 3 - 28.0 KIPS (NO CRACKING IN FINEL BELOW 8 7 KIPSI FINEL AND REF 3 - 20 0 KiPS FINEL AND REF 3 - 3'_ '2 KIPS PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR REGIONS OF CRACKING (FINEL EXAMPLE 2)

FIGURE 3B.13-7 JUNE 2001 REVISION 11

50 LEGEND. m ,,=_,_ ,r,,=,m REF 4 (EXPERIMENTAL}

=m,w== ,==,=.,.,,._ !REF 3 (ANA.LYTICALI

..... FINEL 40 --

io

/

o I I i I 0 01 02 03 04 0 DISPLACEMENT UNDER LOAD (INCHES)

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR LOAD-DISPLACEMENT CURVES FROM FINEL VERIFICATION USING A SIMPLY - SUPPORTED BEAM (FINEL EXAMPLE 2)

FIGURE 3B.13-8 JUNE 2001 REVISION 11

160 3 IN. = 48 IN. _._r--

i 6021N' 25 !2 r r _? e8 _(_ -lz_N.

..... i .....

X X X

! i -

X X X X X 1

I a

I b

I e

I d

I I f

I 9

I h

TiP LO_O!NG I , !_ 0.952 KII_ NUMERICAL OATA

= _ _ 5333 E = 30,000 K/IN 8.762 POISSON'$ RATIO

_, 9.906 _. o 25 MOMENT OF INERTIA 8.762 1 = 144 IN 4 ELASr,C MOOU_US I, 5,33_1 A = 1'2 IN, 2 TOTAL = 40.0 KIPS PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR BEAM GEOMETRY AND FINITE-ELEMENT MESH (FINEL EXAMPLE 3)

FIGURE 3B.13-9 JUNE 2001 REVISION 11

NUMERICAL DATA:

ELASTIC MODULUS E " 4 32 y. 10_KtF1 _2 POIS$ON'S RATIO

¢,' =025

,2 4 6 20 22 lo N _ ri i " "1I

= 1.o_s,_ --_ , ,

""_ (_ (_) (_ J I(_

I 0 _ L. _. i _J 0 1 ' 3 5 19 21 INNER RADIUS (a = 65 0 FT)

I I

OUTER RADlUS tb : 68.75 FT) r tFT)

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR FINITE-ELEMENT MODEL (FINEL EXAMPLE 4)

FIGURE 3B.13-10 JUNE 2001 REVISION 11

NUMERICAL DATA ELASTIC MODULUS E - 4 32 x 105 K/FT 2 POtSSON'S RATIO v=025 COEFFICIENT OF THERMAL EXPANSION u = 6 x 10 .6 FTIFT/°F P" 2 4 5 8 20 22 o 0 0

INNER RADIUS (a = 65,0 FT) j loi;1011 3 5 7 h[ iL; 19 21 OUTER RADIUS (b : 68.75 FT}

r (FT)

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR FINITE-ELEMENT MODEL (FINEL EXAMPLE 5)

FIGURE 3B.13-11 JUNE 2001 REVISION 11

Ta = 125 F TREF = 100 F _.,_ Tb = 75 F

--u. 10C F 50, r_a r=b r lET)

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR TEMPERATURE DISTRIBUTION (FINEL EXAMPLE 5)

FIGURE 3B.13-12 JUNE 2001 REVISION 11

NUMERICAL DATA.

ELASTIC MODULUS E =432x 105K/FT 2 POISSON'S RATIO

_=025 COEFFICIENT OF THERMAL EXPANSION

£t.= 6 x 10-6 FT/FT/°F

,, 2 4 6 20 22

INNER RADIUS (a = 65 0 FT) --_

/

OUTER RAOIUS Q-,- 68 75 FTt r (FT)

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR FINITE-ELEMENT MODEL (FINEL EXAMPLE 6)

FIGURE 3B.13-13 JUNE 2001 REVISION 11

220 F 2OO 150 hh.

I00 1-50 _ _

30F 0 ,, , , [, , ,

r = 65 FT r = 65.844 FT r = 68.75 FT r[FT)

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR BILINEAR TEMPERATURE GRADIENT (FINEL EXAMPLE 6)

FIGURE 3B.13-14 JUNE 2001 REVISION 11

,"_.-" p = IOO KIlN 61 ' 66 55

[

NUMERICAL DATA' ELASTIC MODULUS E =3 x 104 POISSON'S K/IN 2 RATIO l,, =030 MATERIAL THICKNESS 1:= 1 INCH a = 10 IN 13 18 17 .... "12

1 6 2 3 4 5

_[_,'_ 4p=400K/,N I" a/2 = 5 IN

-- I PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR DEEP ELASTIC PANEL LAYOUT (FINEL EXAMPLE 7)

FIGURE 3B.13-15 JUNE 2001 REVISION 11

FINEL RESULTS PLATE ELEMENT (STRESS K/IN 2)

V 3(" -1.19 52 _ 34 -_ 86

_ EXTRAPOLATED 46 -40 15 vA,oE =NOO ,,

19 -12 03

(_1 13 -1238 7 35 51

(_- ! 106 48 5 EXTRAPOLATED E 1 1460 *-

I I 1 I I I I l l l I I I. 1 I I L. I -, 1 SO 3_ -_)0 -10 0 I(} 2(} 30 40 _ 60 20 _ 90 100 110 120 130 140 150 STRESS (KIPS)

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR EXTRAPOLATIONS FOR CORNER STRESSES (FINEL EXAMPLE 7)

FIGURE 3B.13-16 JUNE 2001 REVISION 11

230 19 @ 229

/,'=03 a = 10 IN G MATERIAL THICKNESS I = 1 INCH G

2b 22 4.3 64 85 106 127 148 169 190 211

_ R

_ 2 a=si N --I

_ I PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR DEEP ELASTIC PANEL LAYOUT (FINEL EXAMPLE 8)

FIGURE 3B.13-17 JUNE 2001 REVISION 11

I,.-X kx - 5.20x 106KIP/FT cx - 9.70x 104KIP-SEC/FT k_ " 1.80 x 1010 KtP-FTIRA,O c_ - 8.15 x 107 KIP-FT-SEC/RAD PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR COMDAM TEST MODEL FIGURE 3B.15-1 JUNE 2001 REVISION 11

MODE NO. 1 Z 3 4 5 l FIXEDBASE 6

/ ,,.,

I /

I I ti Ii '_ I,1 "

INTERACTION i i !._

I I I / /

I I /

I I /_

I i I / _ I BASE ROTATIONS 1.12x10"4 4.90x.10-5 "

2.44x10-4 1.95x10-4 2.88x10-4 1.01x10-4 PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR SYSTEM MODAL SHAPES OF MODEL FIGURE 3B.15-2 JUNE 2001 REVISION 11

B E -. .-

I = 4000 in4 m R I_ 2o'-o" I I ' ___J E = 30000 ksi I

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR EXAMPLE FRAME FOR PIPSYS STATIC ANALYSIS FIGURE 3B.17-1 JUNE 2001 REVISION 11

FIG 201 PIPINGSYSTEM PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR PIPING SYSTEM FOR COMBINED STRESS ANALYSIS (PIPSYS)

FIGURE 3B.17-2 JUNE 2001 REVISION 11

(_ Y

\ z x LUMPEDMASS PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR STRUCTURAL MODEL OF PIPING SYSTEM (PIPSYS)

FIGURE 3B.17-3 JUNE 2001 REVISION 11

I I .I I I I / I

.04 .08 .12 .16 .20 .24 .28 .32 .36 TIME (SEC)

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR LOAD TIME HISTORY (PIPSYS)

FIGURE 3B.17-4 JUNE 2001 REVISION 11

NASTRAN

.28 --

_,_ DYNAL

.26 -- PIPSYS

.24 --

.22 --

.20 --

A

_o.

v" .18 --

uJ o

0c O

u. .16 --

I

.14 --

I I

.12 --

.10 -

.08 -

I I I I I 1 I I

.04 .08 .12 .16 .20 .24 .28 .32 .36 TIME (SEC)

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR DISPI_/kCEMENTVS. TIME, JOINT 8, Z DIRECTION (PIPSYS)

FIGURE 3B.17-5 JUNE 2001 REVISION 11 _ -

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR RESPONSE CHART FOR RECTANGULAR PULSE LOADS ON SINGLE DEGREE OF FREEDOM (DOF)

ELASTO-PLASTIC SYSTEMS FIGURE 3C.2-1 JUNE 2001 REVISION 11

j,

_ ,. , ,

RESISTANCE - AVAILABLE STRAIN AVAILABLE _"TRAIN MEPONSE DISPLACEMENT ENERGY WITHOVT E_ERQY tNtTt_

FUNCTION OTHER LOADING OTHER LOADING

_*'---J t M1 ELASTIC O R o kx R i _o

X/W _O :m

---'--_ F" ..... i _\\\\_

ELASTO-PLASTtC _" R " kx Ry R r R I o I' . 'L__, L, R

me X# X_ #O IO K_11 1

m xm Rf X0 Jrfl mf SHADED AREA lSTRAIN ENERGY) MUST EQUAL EI PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR RESISTANCE-DISPLACEMENT FUNCTIONS WITH ASSOCIATED STRUCTURAL RESPONSE WITH AND WITHOUT THE EFFECT OF OTHER LOADS FIGURE 3C.2-2 JUNE 2001 REVISION 11 ---_- - -

RESPONSE CHART FOR TRIANGULAR PULSE LOAD ON SINGLE DOF ELASTO-PLASTIC SYSTEM FIGURE 3C.2-3 JUNE 2001 REVISION 11

1.0 t = F bd 3 548

¢r 10-2 10"2 10-1 RATIO pn As A's Es p = _ p" = _ n =

bd bd Ec

+ pn (1oK) 2 + {Pn)p (K-d) 2 F = 3 K3 _2_1) P* d*

d' 2n-..__..I

= 1.9, _ _0.10, K =-m + (m2 + 2{:1)1/2 n d m=pn(1 + 1.9 P'), cl=pnl1+0.19 p')

g D L

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR COEFFICIENTS FOR MOMENT OF INERTIA OF CRACKED SECTIONS FIGURE 3C.3-1 JUNE 2001 REVISION 11

Pb, Mb

,_,o I I

i

/ t I

O Mu MO Pc ,Ul MOMENT ALLOWABLE DUCTILITY RATIO (A) REINFORCED CONCRETE INTERACTION (B) ALLOWABLE DUCTILITY RATIO p.VS P DIAGRAM (P VS Ml PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR MAXIMUM ALLOWABLE DUCTILITY RATIO FOR REINFORCED CONCRETE SECTION WITH BEAM-COLUMN ACTION FIGURE 3C.3-2 JUNE 2001 REVISION 11

2:8 24 DAMPING, 0

.01 .10 1.00 10.00 PERIOD (SEC)

PALOVERDE NUCLEAR GENERATINGSTATION UPDATED FSAR AUXILIARY BUILDING SSE VERTICAL ACCELERATION RESPONSESPECTRA EL 140'- 0" FIGURE 3D-1 JUNE 2001 REVISION 11

4O Z

O I,-

,,_ 2 ILl

,,,J ill 0

01 10 1 00 10 00 PERIOD (SEC)

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR AUXILIARY BUILDING SSE HORIZONTAL ACCELERATION RESPONSE SPECTRA EL 40' - 0" FIGURE 3D-2 JUNE 2001 REVISION 11

"'_ l

, , ,..=1 [ - J I

L il 56 i----" "_ I

_ _ DAMPING

. * " ., J1 _ _ -,' Y'_ i

= I __.q¢ : 1 l ,,.

..... j J 1 [

48 l..." - I

1% [

..... I /'; t

. " 1 l r

_I ._

.., l

"- i I 11 I ,_, l: t 40 * ' II i\ I ,2% I

! ] ,II / I I II "oz 32 " "

II \_I I I l_i I

_ t, I!

rl" " tI I!1! ll__ -, _ ,1 j "1 I I, _l ,_

o 24 r "-_ ! I ./'_ I kl

< '=_ ...... "" I ! Il 10%

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! il I " ' "_ _ '" ' i III I i \\ \_ J i .... \_ _,\\

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_,_ "__ ,'I I

...... _ _ _._- "_ _ I I

...... _"___ -_'_.L_ _ I

.... :-"_ _ ___ _ l 0 7"_"

.01 10 1.00 10.00 PERIOD (SEC)

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR AUXILIARY BUILDING SSE HORIZONTAL ACCELERATION RESPONSE SPECTRA EL 156'- 0", ROOF FIGURE 3D-3 JUNE 2001 REVISION 11

t_

v z

o F- 4 r,-

w

,.=1 ILl t,..)

0 01 10 1 00 10 00 PERIOD (SEC)

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR CONTROL BUILDING SSE VERTICAL ACCELERATION RESPONSE SPECTRA EL 140' - 0" FIGURE 3D-4 JUNE 2001 REVISION 11

4 _03b , !

i IL II I

01 10 1 .OO 10.OO PERIOD (SEC)

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR CONTROL BUILDING SSE HORIZONTAL ACCELERATION RESPONSE SPECTRA EL 74' - 0", BASEMAT FIGURE 3D-5 JUNE 2001 REVISION 11 -

Z O

m I-.

uJ 4 0

01 10 1.00 10.00 PERIOD (SEC)

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR CONTROL BUILDING SSE HORIZONTAL ACCELERATION RESPONSE SPECTRA EL 180'-0", ROOF FIGURE 3D-6 JUNE 2001 REVISION 11

0

.01 .10 1,00 10.00 PERIOD (SEC/

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR CONTAINMENT BUILDING SSE HORIZ (E-W) ACC. RESPONSE SPECTRA EL. 143.5 FT, STEAM GENERATOR SNUBBERS FIGURE 3D-7 JUNE 2001 REVISION 11 -

I

_o Jill I '

llll , '

IIII I! II

,o 'i,11_

II1' Ii _ ,

I

!i _il I II I 1.4 I I'1 [I l

' III /I 11 I

_ 1.2 tltL.......' ....

!1 Ill II

_ DAMPING I

I1

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= II 11 !_il " sz 1

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. !I ,,,

It_" _.-"/_/2Z / Il

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_ I III / //1 ,il _,

' IIII/ /! t _,i \

II IF / / I _iTM, \

I_1/ I I I _, \

.4 IAIY" ...__r I _ \ \

/IlA'V I "_ \ \

.2 t I -'"- . 1"111 I \ \ !k I o III.I I .... -'_'4 01 .10 1.00 1U O0 PERIOD(SEC)

PALO VERDE NUCLEAR GENERATING STATIQN UPDATED FSAR CONTAINMENT BUILDING OBE HORIZ (E-W) ACC. RESPONSE SPECTRA EL. 143.5 FT, STEAM GENERATOR SNUBBERS FIGURE 3D-8 JUNE 2001 REVISION 11

2.8 0

.01 . 10 1.00 10.00 PERIOD (SECJ PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR CONTAINMENT BUILDING SSE HORIZ (E-W)

ACC. RESPONSE SPECTRA EL 119.5 FT, R.C. PUMP UPPER HORIZ SUPPORTS FIGURE 3D-9 JUNE 2001 REVISION 11

I i I v /

I!-_ I I

1.2 "

II _ _ I III _ _ I III _ I II _ _! I

,.o Ii _ _ I

_. I llr--_ I 1 i111 _ _ 1 8 Iil i _ I

_- II! lk I I

/ l! _i_ [ DAMPING l 0<_._ // I

, / !1 k _ 57. 1

.4_. r,r i I _ _,,_ 1

._" ," I _{ \ \ I

._ o._9_ ._,_'_" I "_-"_-_, I I "_--_,. I I "_i,. I I ""_. 1 0 I

.01 .10 1.00 10.00 PERIOD (SEC)

PALO VERDE NUCLEARGENERATING STATION UPDATED FSAR CONTAINMENTBUILDING OBE HORIZ (E,W)

ACC. RESPONSE SPECTRAEL 119.5FT, R.C. PUMP UPPER HORIZ SUPPORTS FIGURE 3D-10 JUNE 2001 REVISION 11

I 28L ...... II P

I I 1 2.4 . ' lI i II

! I 2.0 ...... I J

-- I I ! l l t_ 1

ll I, I

. I J

! 1 1.6 _l_i DAMPING l z .... / Ill I

° P I!'I _ _1% '

,,, 2i ! I -

....I i P"' II ]

i. _ I l 1 _._2%

l I It I

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I, r ./ i" t

t I r..... I,/I i //, / w , "L\,,'il.

L,_II_IL

_. -'J l I

.4 _., _'_ _.,a/ \ __ _

F'- 0.31 "tl _-_'1 _" L l "" -_ ....

"_'_ 1 r'_ "_

.01 .10 1.00 10.00 PERIOD (SEC)

PALO VERDE NUCLEAR GENERATINGSTATION UPDATED FSAR CONTAINMENTBUILDING SSE HORIZ (E-W)

ACC. RESPONSESPECTRA EL 97.7 FT, R.C. PUMP LOWER HORIZ SUPPORTS FIGURE 3D-11 JUNE 2001 REVISION 11

i I 1.4 - -, I j-1.2 "--_ -- I X + i "X '_ r I 1.0 L. '_ _ , J

'Xt+ I F +\'X I

_+ * + X I

=

0 .8 / ' _X I r- / I-"_ _t I o ,,.

.... 1 _ _ _L :_

DAMPING Il

< .6 f

.. _ ----' I,I , [1

\C _ i

"" 1:,_' ' _ _ I

/,_,r '. \\

o.18 _ _ -\\\

.01 .10 1.00 10.00 PERIOD (SEC)

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR CONTAINMENT BUILDING OBE HORIZ (E-W)

ACC. RESPONSE SPECTRA EL 97.7 FT, R.C. PUMP LOWER HORIZ SUPPORTS FIGURE 3D-12 JUNE 2001 REVISION 11

28 2.0

.8 0

.01 .10 1.00 10.00 PERIOD (SEC}

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR CONTAINMENT BUILDING SSE HORIZ (E-W)

ACC. RESPONSE SPECTRA EL 97.6 FT, R.V. COL. UPPER HORIZ GUIDES FIGURE 3D-13 JUNE 2001 REVISION 11

14

.4 0

.01 10 1.00 10.00 PERIOD (SEC)

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR CONTAINMENT BUILDING OBE HORIZ (E-W)

ACC. RESPONSE SPECTRA EL 97.6 FT, R.V. COL. UPPER HORIZ GUIDES FIGURE 3D-14 JUNE 2001 REVISION 11 t

.4 0

.01 lO 1.o0 10.o0 PERIOD (SEC)

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR CONTAINMENT BUILDING SSE HORIZ (E-W)

ACC. RESPONSE SPECTRA EL 78.0 FT, R.V. COL. BASES & LOWER KEYS FIGURE 3D-15 JUNE 2001 REVISION 11

L . I '

1, l

1.4 , t 1.2 -"

I

' " I 1.0 "

r"-_ ! \

=- ..... / I _ DAMeTNG _

z

= / \ _i / .,sT.

t l

.4 il f _i;\ '=

_'/,# _,i%\

'/,f/ _ X\

zZ/ _ \\

o.18-. .__" _ \\

0

.01 .10 1,00 10.00 PERIOD (SEC)

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR CONTAINMENT BUILDING OBE HORIZ (E-W)

ACC. RESPONSE SPECTRA EL 78.0 FT, R.V. COL. BASES & LOWER KEYS FIGURE 3D-16 JUNE 2001 REVISION 11

.4

.2 o

.Ol .lO 1.oo lO oo PERIOD(SEC)

PALO VERDE NUCLEAR GENERATINGSTATION UPDATED FSAR CONTAINMENTBUILDINGSSE VERTICAL ACC. RESPONSE SPECTRA EL 78.0 FT, R.V. COLUMN BASES FIGURE 3D-17 JUNE 2001 REVISION 11

0

.01 .10 1,00 10.00 PERIOD (SEC)

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR CONTAINMENT BUILDING SSE HORIZ (N-S)

ACC. RESPONSE SPECTRA EL 150.9 FT, STEAM GENERATOR UPPER KEYS FIGURE 3D-18 JUNE 2001 REVISION 11

20 [ I 1'_

I 1 I 1.8 _ '

_ II I 1

" II _ I I

I. 1 1.6 !1 I I I IV 'I I 1.4 1 Ii _ I l I II] _ 1 li I 1.2 z I II _ _ I r- III I _ _ DAMPING I

,,- 10 I !1 _ I I I II _ I

°< .8 III I _-" 2% I IIIII IIIll

_J_

_ II IIII I _ / 5= 1_

, ,,/

-.-"" -_rL/

IlLI _ "-\\

.2 ' , f _'\\.%_ "

0 I

01 .I0 1._ 10.00 PERIOD (SEC)

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR CONTAINMENT BUILDING OBE HORIZ (N-S)

ACC. RESPONSE SPECTRA EL 150.9 FT, STEAM GENERATOR UPPER KEYS FIGURE 3D-19 JUNE 2001 REVISION 11

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR CONTAINMENT BUILDING SSE VERTICAL ACC. RESPONSE SPECTRA EL 96.7 FT, STEAM GENERATOR BASES FIGURE 3D-20 JUNE2001 REVISION11

14 o

.ol .10' 1.00 10.00 PERIOD (SEC)

PALO VERDE NUCLEAR GENERATINGSTATION UPDATED FSAR CONTAINMENTBUILDING SSE VERTICAL ACC, RESPONSESPECTRA, CONTAINMENT SHELLAND INTERIORSTRUCTURE FIGURE 3D-21 JUNE 2001 REVISION 11

.6

.5

.1 0

.01 .10 1.00 10.00 PERIOD lSEC)

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR CONTAINMENT BUILDING OBE VERTICAL ACC. RESPONSE SPECTRA, CONTAINMENT SHELL AND INTERIOR STRUCTURE FIGURE 3D-22 JUNE 2001 REVISION 11

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR CONTAINMENT BUILDING SSE HORIZONTAL ACCELERATION RESPONSE SPECTRA EL 73.5 FT, BASEMAT FIGURE 3D-23 JUNE 2001 REVISION 11

14 12 10

.8 z

o w

i-n,,.

.,.i i.u U .6

.4 0

.01 .10 1.00 10.00 PERIOD (SEC)

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR CONTAINMENT BUILDING OBE HORIZONTAL ACCELERATION RESPONSE SPECTRA EL 73.5 FT, BASEMAT FIGURE 3D-24 JUNE 2001 REVISION 11

0 01 .10 1.00 10 O0 PERIOD (SEC)

PALO VERDE NUCLEAR GENERATINGSTATION UPDATEDFSAR CONTAINMENTBUILDINGSSE HORIZONTAL ACC. RESPONSESPECTRA EL 213.5 FT, CONTAINMENTSHELL FIGURE 3D-25 JUNE 2001 REVISION 11

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR CONTAINMENT BUILDING OBE HORIZONTAL ACC. RESPONSE SPECTRA EL 213.5 FT, CONTAINMENT SHELL FIGURE 3D-26 JUNE 2001 REVISION 11

4O 0

.01 10 1 O0 10.00 PERIOn (SEC)

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR CONTAINMENT BUILDING SSE HORIZONTAL ACC. RESPONSE SPECTRA EL 155.0 FT, INTERIOR STRUCTURE FIGURE 3D-27 JUNE 2001 REVISION 11

2.0 I ..... I

' ' t_V-_ .... Il

_'8 I/ I

..... ! I

,., ': I rI-'I_ I

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o 1.2 -//1 '\

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.2 -- 0'23-- J -- I _XX ' ' I I 0 k,,

.01 .10 1,00 10.00 PERIOD (SEC)

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR CONTAINMENT BUILDING OBE HORIZONTAL ACC. RESPONSE SPECTRA EL 155.0 FT, INTERIOR STRUCTURE FIGURE 3D-28 JUNE 2001 REVISION 11

3,2 2,8 2.4 2,0 Z

_o 1.e I,,,.

<c

(%:

-,I LkJ u

,,_ 1.2 0,8 0.4 0.0 0.01 0.10 1.0 10.00 PERIOD (SEC)

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR FUEL BUILDING SSE VERTICAL ACCELERATION RESPONSE SPECTRA FIGURE 3D-29 JUNE 2001 REVISION 11

2.4

.I L

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PALO VERDE NUCLEAR GENERATINGSTATION UPDATED FSAR FUEL BUILDINGSSE HORIZONTAL ACCELERATION RESPONSESPECTRA EL 105' - 0", FUEL TRANSER TUBE FIGURE 3D-30 JUNE 2001 REVISION 11

1.

0.65G O° 0,.01 0.10 1,0' 5.0 PERIOD (SECJ' PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR I

FUEL BUILDING SSE HORIZONTAL (N-S)

ACCELERATION RESPONSE SPECTRA EL 193.67 FT FIGURE 3D-31 JUNE 2001 REVISION 11

DAMP ING

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PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR DIESEL GENERATOR BUILDING SSE VERTICAL ACCELERATION RESPONSE SPECTRA FIGURE 3D-32 JUNE2001 REVISION11

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PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR DIESEL GENERATOR BUILDING SSE HORIZONTAL ACCELERATION RESPONSE SPECTRA EL 100'- 0", BASEMAT FIGURE 3D-33 JUNE 2001 REVISION 11

zl.O 1.0

.01 ,10 1.00 10.00 PERIOD (SEC) i PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR DIESEL GENERATOR BUILDING SSE HORIZONTAL ACCELERATION RESPONSE SPECTRA EL 146' - 0", ROOF FIGURE 3D-34 JUNE 2001 REVISION 11

PALOVERDE NUCLEAR GENERATINGSTATION UPDATED FSAR MAIN STEAM SUPPORT STRUCTURE SSE VERTICAL ACCELERATION RESPONSE SPECTRA FIGURE 3D-35 JUNE 2001 REVISION 11

PALO VERDE NUCLEARGENERATINGSTATION UPDATED FSAR MAIN STEAM SUPPORT STRUCTURE SSE HORIZONTAL(E-W)ACCELERATION RESPONSE SPECTRAEL81'-0",BASEMAT FIGURE 3D-36 JUNE 2001 REVISION 11

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR MAIN STEAM SUPPORT STRUCTURE SSE HORIZONTAL (E-W) ACCELERATION RESPONSE SPECTRA EL 164' - 0", ROOF FIGURE 3D-37 JUNE 2001 REVISION 11

_.....VOIRECTI0NOF WAVEPROPAGATION

,_pSIN_

AP _ X (PIPEAXIS)

Ap COS8 (a) COMPRESSIONAL WAVE DIRECTIONOFWAVEPROPAGATION AsSIN8 As_

j -= X (PIPEAXIS)

(b) SHEARWAVE Z

ARp. ECTIONOFWAVEPROPAGATION

..... = X (PIPEAXIS)

J 'ARp COS0

(,) SURFACEWAVE PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR AMPLITUDES OF COMPRESSIONAL, SHEAR AND SURFACE WAVES FIGURE 3G-1 JUNE 2001 REVISION 11

AXIAL AXIAL FORCE STRAIN (h) f_m SHORTELEMENT

/__

AXIAL AXIAL FORCE STRAIN (a)

LONGELEMENT PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR AXIAL FORCE AND STRAIN IN A STRAIGHT ELEMENT FIGURE 3G-2 JUNE 2001 REVISION 11

P TRANSVERSE LEG

-J- c"""

\

LONGITUDINAL l LEG j

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Lp ..... l

[P , _'P £e /

"]--iJ i FMAX (8) (b) ,

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR ELEMENT WITH BEND AND DEFORMATIONS AT A BEND FIGURE 3G-3 JUNE 2001 REVISION 11

TRANSVERSELEG LONG SHORT FIXED PINNED FREE P

P K=--

TENSION z_ ,,.'_ _...-" ,, ,,.

ONLY __ , ,, , ,,,

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-' I I=: _,.,_ .... _, ..,- --y j LONG _' ¢... (.t ,,_-

I iI I I z e I I I 1

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PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR BEND CONFIGURATIONS FIGURE 3G-4 JUNE 2001 REVISION 11

EFFECTAT BEND(B) LONGSECTION(Lv) aa = 1,170PSI oa = 2,820PSi FREE-FIELDSTRESSES.

ob = 14,000PSI ob = 5,770PSI % = 13,100PSI 7- = 5,640PSI "r = 2,340PSi % = 60PSI

_NS = 0.16" (RESTRAINED) &EW= 0.39" (RESTRAINED)

ANS = 0.05" (FREE) _EW = 0.64" (FREE)

_2 = 0.01DEG. _1 = 0.03DEG. 'j_

A BUILDINGI L2 _,_ L1 CONNECTION(C) _ C SHORTSECTION(L2) CONNECTION (A) oa = 7,600PSI FREE-FIELDSTRESSES: aa = 11,600PSI

¢2 = 0.01DEG. BUILDING aa = 2,700PSI 0 1 = 0.03DEG.

IF FIXED: IF FIXED:

% = 35,100PSI % = 35,100PSI "r = 9,500PSI T = 9,500PSI IF HINGED: IF HINGED:

ab = 11,300PSI ob = 11,300PSI

'T = 4,800PSI "r = 4,800PSI IF FREE: IF FREE:

ANS= 0.50+0.05=0.55" AEW = 0.50+0.64= 1.14" PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR DESIGN EXAMPLE FIGURE 3G-5 JUNE 2001 REVISION 11

q = SURCHARGE PRESSURE(PSF) b = WIDTHOFSURCHARGE (FT) _b

= AVERAGEUNIFORMHORIZONTAL l PRESSUREDUETOSURCHARGE (PSF) I='_AT

= DEPTHOF WALLBELOW ADJACENT q _.';"_

\ \\ ,

1 "'°%.

0.8 " _" _'- , . ...--..-_=:-.:,i

' . ",_-.,-...'=., ;., "o._..,..

I _ b loo "_ _ x',"

q 0.4

_. b=40 ,

0.2 0 20 40 60 80 H

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR AVERAGE LATERAL PRESSURE DUE TO ADJACENT SURCHARGE FOR RIGID RETAINING WALL FIGURE 3H-1 JUNE 2001 REVISION 11

PRESSUREDUE TO SURCHARGE (PSF) q = SURCHARGEPRESSURE(PSF)

H = HEIGHT OF WALL(FT)

Ar = RATIO OF ACTIVE EARTH PRESSURE CAUSEDBY SURCHARGEOF FINITE WIDTH T-f- l H :._._ 0s = Ar (q) (K a)

TO SURCHARGEOF INFINITE WIDTH 1,0.

0.8 ......

0.6 Ar 0.4 ........

O.2 / "

0 0 0.2 0.4 0.6 0.8 1.0 b/H PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR AVERAGE LATERAL PRESSURE DUE TO ADJACENT SURCHARGE FOR RETAINING WALL FREE TO ROTATE FIGURE 3H-2 JUNE 2001 REVISION 11

LEVEL BACKFILL CONDITION 0.3 114-kv) kh'YtH2 H

-- _ kvKA"/'tH2 PAE = 0.5 kvKA3'tH2 + 0.3 (1 + k v) kh'YtH2 WHERE: PAE = DYNAMIC LATERAL FORCE INCREMENTDUE TO SEISMIC EFFECTS(LB)

KA = 0.28, COEFFICIENT OF ACTIVE LATERAL EARTH PRESSURE.

kh = kv = 0.25 UNDER SSECONDITIONS,AND 0.13 UNDER 0BE CONDITIONS H = WALL HEIGHT (FT) 9't = TOTAL UNIT WEIGHT (129 LB/FT3)

SURCHARGE EFFECT Ii11111 H l '

I I

_ PAES = qH[kvKA + 0'6kh(l+kv)J l I,WHERE: PAES = DYNAMIC LATERAL FORCEINCREMENT DUE TO ADJACENTSURCHARGELOADING (LB) q = SURCHARGEPRESSURE(PSF)

H = DEPTH OFWALLBELOWADJACENTSURCHARGE(FT)

KA = 0.28 kh = kv = 0.25 UNDER SSECONDITIONS,AN(]

0.13 UNDER OBECONDITIONS PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR DYNAMIC LATERAL FORCE INCREMENT DUE TO SEISMIC EFFECTS FIGURE 3H-3 JUNE 2001 REVISION 11

ML17193A051

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