ML21125A299

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5 to Updated Final Safety Analysis Report, Chapter 5, Figures
ML21125A299
Person / Time
Site: Palisades Entergy icon.png
Issue date: 04/14/2021
From:
Entergy Nuclear Operations
To:
Office of Nuclear Reactor Regulation
Shared Package
ML21125A344 List: ... further results
References
PNP 2021-008
Download: ML21125A299 (66)
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Text

FSAR CHAPTER 5 - DESIGN OF STRUCTURES, SYSTEMS AND COMPONENTS FIGURE 5.7-1 Revision 21 OBE HORIZONTAL DESIGN GROUND RESPONSE SPECTRUM (HOUSNER) 100 10 (I) -

z
  • I DAMPING 0.00/o o:s%

1%

FSAR CHAPTER 5 - DESIGN OF STRUCTURES, SYSTEMS AND COMPONENTS FIGURE 5.7-2 Revision 21 TAFT GROUND RESPONSE SPECTRUM VERSUS HOUSNER GROUND RESPONSE SPECTRUM (SSE) 4% DAMPING Cl) -

z: -

1-y 9

I.I.I 10 I

FREQUENCY (Hz) 10 100

FSAR CHAPTER 5 - DESIGN OF STRUCTURES, SYSTEMS AND COMPONENTS FIGURE 5.7-3 Revision 21 TAFT GROUND RESPONSE SPECTRUM VERSUS HOUSNER GROUND RESPONSE SPECTRUM (SSE) 72% DAMPING Cl) -

z -

10

  • 01
  • I I

FREQUENCY (Hz) 10 iOO

FSAR CHAPTER 5 - DESIGN OF STRUCTURES, SYSTEMS AND COMPONENTS FIGURE 5.7-4 Revision 21 CONTAINMENT BUILDING DYNAMIC MODEL ELEVATIONS:

765' 9

721 '-~"

683'-9" 7

608' -9 11 NOTES:

I. CI RC LES REPRESENT LUMPED MASS LOCATIONS CONTAINMENT SHELL ELEVATIONS:

CONTAINMENT INTERNALS

FSAR CHAPTER 5 - DESIGN OF STRUCTURES, SYSTEMS AND COMPONENTS FIGURE 5.7-5 Revision 21 CONTAINMENT SHELL MAXIMUM SEISMIC RESPONSES (OBE)

COMPARISON OF RESPONSES FOR FIXED BASE AND COUPLED MODELS 765' 52uv I

3~33 I

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I 721 1.

~506 '--, -

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SHEAR (kips)

FIXED BASE MODEL (FIRST MODEL)

--- SOIL-SHELL-INTERNALS MODEL (FINAL MODEL)

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227,000 150Jeo

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MOMENT (ft-kips)

NOTE: MASS POINT ELEVATIONS SHOWN TO NEAREST FOOT I. 099. 000

FSAR CHAPTER 5 - DESIGN OF STRUCTURES, SYSTEMS AND COMPONENTS FIGURE 5.7-6 Revision 21 AUXILIARY BUILDING N-S MATHEMATICAL MODEL NOTES:

ELEVATIONS:

695' -8" 689 1-10" 681P 679' 6711-'-6" 669' 6611-'

659' 6511-'

611-9' 6211-'

610' 601' sss*r t

STEEL FRAMING

-+-

REINFORCED

~-~: >----1 CONCRETE i

/ ~OIL SPRINGS i------- 100: -----~

I

  • CI RC LES REPRESENT LUMPED MASS LOCATIONS.

FSAR CHAPTER 5 - DESIGN OF STRUCTURES, SYSTEMS AND COMPONENTS FIGURE 5.7-7 Revision 21 AUXILIARY BUILDING E-W MATHEMATICAL MODEL NOTES:

ELEVATIONS:

695' -8" 668 I -6 11 61.j.9' 61.j.0' 621.j.'

610 1 601 I t

STEEL FRAMING I

REINFORCED CONCRETE 589',=4

~

l

,i~SOIL SPRINGS jlll~t-------158 '---------'l..

i.+I I. CIRCLES REPRESENT LUMPED MASS LOCATIONS.

FSAR CHAPTER 5 - DESIGN OF STRUCTURES, SYSTEMS AND COMPONENTS FIGURE 5.7-8 Revision 21 ELECTRICAL PENETRATION ENCLOSURE N-S & E-W DYNAMIC MODELS AND MAXIMUM SEISMIC RESPONSES (OBE)

ELEVATIONS:

635 1 Q 3 625' 2

607 1 -6" 590' MODEL 3

635 1 625 1 2

607 1 -6" 590 1

~

MODEL NOTES:

,------

  • 195 16.3 39.7

.10 ACCELERATION (G's}

SHEAR (kips)

NORTH-SOUTH DIRECTION (NOTE: FUNDAMENTAL FREQUENCY =18.99 Hz)

  • -----.187 15.6

.10 5~.5 ACCELERATION (G's}

SHEAR (kips)

EAST-WEST DIRECTION (NOTE: FUNDAMENTAL FREQUENCY = 16. 0~ Hz)

I.CIRCLES REPRESENT LUMPED MASS LOCATIONS

FSAR CHAPTER 5 - DESIGN OF STRUCTURES, SYSTEMS AND COMPONENTS FIGURE 5.7-9 Revision 21 TURBINE BUILDING E-W DYNAMIC MODELS ELEVATIONS:

676' -9" 659' -5" RESTRAINT TO TURBINE GENERATOR PEDESTAL CASE 111 ONLY L:)

605' -------...

588' 27' -3" NOTES:

I. SMALL CIRCLES REPRESENT PINNED CONNECTIONS 51 '-6" RESTRAINT TO AUX I LI ARY BUILDING CASE I ONLY

FSAR CHAPTER 5 - DESIGN OF STRUCTURES, SYSTEMS AND COMPONENTS FIGURE 5.7-10 Revision 21 TURBINE BUILDING E-W FUNDAMENTAL MODESHAPES, OUTSIDE WALLS Cl) z 0 -.....

UJ

...J UJ 676' -9" 659' -5~

625' 605' 588'

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WEST WALL

( :NTAKE STRUCTURE SIDE)

CASE I CASE Il I

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.50 I

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.99~ I.0 EAST WALL (AUXILIARY BUILDING SIDE)

FSAR CHAPTER 5 - DESIGN OF STRUCTURES, SYSTEMS AND COMPONENTS FIGURE 5.7-11 Revision 21 TURBINE BUILDING E-W DIRECTION, MAXIMUM SEISMIC RESPONSES (SSE) 676 I -9"

.39/

. 51 2,76 2.78

9. 5/

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605 1 1/.so I I 588' ACCELERATION (G's)

DISPLACEMENT ( in)

CASE 1 CASE Il CASE ill

FSAR CHAPTER 5 - DESIGN OF STRUCTURES, SYSTEMS AND COMPONENTS FIGURE 5.7-12 Revision 21 AUXILIARY BUILDING RADWASTE ADDITION DYNAMIC MODELS ELEVATIONS:

665 1 6

6~9 1 5

NOTES:

I.8=38' -6" N-S MODEL B :I 25 1 - O" E -w MODEL 2,CIRCLES REPRESENT LUMPED MASS LOCATIONS

FSAR CHAPTER 5 - DESIGN OF STRUCTURES, SYSTEMS AND COMPONENTS FIGURE 5.7-13 Revision 21 AUXILIARY BUILDING TSC/EER ADDITION DYNAMIC MODEL VERTICAL FLOOR FLEXIBILITY (TYP)

TSC (TECHNICAL SUPPORT CENTER}

EER (ELECTRICAL EQUIPMENT ROOM)

WGDTR (WASTE GAS DECAY TANK ROOM}

NOTES:

I.CORNER MEMBERS NOT SHOWN FOR CLARITY

===== RIGID MEMBER FLEXIBLE MEMBER LUMPED MASS MASS POI NT ELEVATIONS 6 0.O.F. SOIL SPRING

FSAR CHAPTER 5 - DESIGN OF STRUCTURES, SYSTEMS AND COMPONENTS FIGURE 5.7-14 Revision 21 AUXILIARY BUILDING TSC/EER ADDITION MAXIMUM SEISMIC RESPONSES (OBE)

. 225,.229

. ' 4-5

. 225 /

l

~ 625 I 1-

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--- WALLS ACTING INDIVIDUALLY IN TORSION (ANALYSIS I)

WALLS ACTING TOGETHER IN TORSION (ANALYSIS 2)

RIGID FLOORS

FLEXIBLE FLOORS

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FSAR CHAPTER 5 - DESIGN OF STRUCTURES, SYSTEMS AND COMPONENTS FIGURE 5.8-1, SHT 1 Revision 21 CONTAINMENT STRUCTURE TYPICAL CROSS SECTION l,

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FSAR CHAPTER 5 - DESIGN OF STRUCTURES, SYSTEMS AND COMPONENTS FIGURE 5.8-1, SHT 2 Revision 21 CONTAINMENT STRUCTURE TYPICAL CROSS SECTION I

FSAR CHAPTER 5 - DESIGN OF STRUCTURES, SYSTEMS AND COMPONENTS FIGURE 5.8-2 Revision 21 CONTAINMENT STRUCTURE TYPICAL PIPING PENETRATIONS

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FSAR CHAPTER 5 - DESIGN OF STRUCTURES, SYSTEMS AND COMPONENTS FIGURE 5.8-3 Revision 21 CONTAINMENT STRUCTURE TYPICAL ELECTRICAL PENETRATIONS

- t--

.:j. SECT1 QNA.L ELEVATION i::0,.-T.t.0.1.. ;S :-40 v.-~~*..:.Jt. .::. "-.:.;-r.c.:;,1,.:.. P::..,.... *::. "T.t.A..,.,oN 1

FSAR CHAPTER 5 - DESIGN OF STRUCTURES, SYSTEMS AND COMPONENTS FIGURE 5.8-4 Revision 21 CONTAINMENT STRUCTURE REINFORCING AND TENDON PLAN ADJACENT TO EQUIPMENT HATCH j f -~ .,J Q

FSAR CHAPTER 5 - DESIGN OF STRUCTURES, SYSTEMS AND COMPONENTS FIGURE 5.8-5, SHT 1 Revision 21 CONTAINMENT STRUCTURE TENDON HARDWARE ASSEMBLY, HORIZONTAL AND DOME TENDONS, SHOP BUTTONHEADED END 7Ylt" 7'.11" EL~ _ _vATtON A-A ANCHOR HEAD_ GREASE CAP 4-1"P'COIL NUTS WELDED TC, BASE ~ ii ii ~.. 5'-3" PASS THAU ANCHOR HEAD -+-*.:-::.*1===> I I 1: I I I I I I I l\\'t --!-f--1c----, TRUMPLATE & SHEATHING IN PLACE SECTION 1-1 2** l TAUMPLA~! / / ! fix\\) ~.,.... I *.. i l~\\S\\l o I/ T_g_NDON IN STRESSED POSITION BEARING PLATE) TRUMPLATE TRUMPET

FSAR CHAPTER 5 - DESIGN OF STRUCTURES, SYSTEMS AND COMPONENTS FIGURE 5.8-5, SHT 2 Revision 21 CONTAINMENT STRUCTURE TENDON HARDWARE ASSEMBLY, HORIZONTAL AND DOME TENDONS, FIELD BUTTONHEADED END 1'-Sl"li'" ~ ~ ELEVATION A-A liA.B.Jlili. ~ 0 0 ~.. 1'-8" TRUMPLATE &-SHEATING AS PLACED SECTION lc=f TENDON IN STRESSED POSITION COUPLER Q.f!.LV__LASSEMBLY -!Al:.!S., !-----------~----- 5'*10K"BEFORE STRESSING STRESSING EQUIPMENT ASSEMBLY SO -~*W.J!!..U BEARING PLATE] TRUMPET TRUMP LATE J_AC~ CHAlR

FSAR CHAPTER 5 - DESIGN OF STRUCTURES, SYSTEMS AND COMPONENTS FIGURE 5.8-5, SHT 3 Revision 21 CONTAINMENT STRUCTURE TENDON HARDWARE ASSEMBLY, VERTICAL TENDONS, SHOP BUTTONHEADED END TENDON BEFORE STRESSING I \\ TEltPON AFTER SI8ESSING ELONGATION BEAR I NG PLATE \\ TRUMPET \\ i I I I i ANCHOR HEAD BUSHING 90-f'* WIRES BEAR I NG PLATE} TRUMPLATE TRUMPET

FSAR CHAPTER 5 - DESIGN OF STRUCTURES, SYSTEMS AND COMPONENTS FIGURE 5.8-5, SHT 4 Revision 21 CONTAINMENT STRUCTURE TENDON HARDWARE ASSEMBLY, VERTICAL TENDONS, FIELD BUTTONHEADED END BEARING PLATE TENDON IN PLACE BEFORE STRESSING SECTION t-1 90-14" WIRES TENDON Al'_TER STRESSIN_!;_ 90-14° WIRES B_EAF.IING PLATE ~ 71, 11'-o-* t*-sw* BEA.Rm_g_fJ,,.ATE ELEVATION A-A BEARING PLATE } TRUMPLATE TRUMPET

FSAR CHAPTER 5 - DESIGN OF STRUCTURES, SYSTEMS AND COMPONENTS FIGURE 5.8-6 Revision 21 CONTAINMENT STRUCTURE PERSONNEL AIR LOCK IP-"" REACTOR~ OPERATING AND INTERLOCKING MECHANI VIEW PORT c:ce~:,, PLAN VIEW C!> z: z: I.LI 0.. 0 " 'f ON-OFF SWITCH ~ FOR INTER I OR ~ I LIGHTS INDICATING LIGHTS & PUSH BUTTON END VIEW REACTOR END OF LOCK ELEVATION ON-OFF SWITCH FOR INTERIOR LIGHTS SECT I ON "A.,; EQUALIIZ I NG VALVE OUTLET END VIEW OUTSIDE END OF LOCK

FSAR CHAPTER 5 - DESIGN OF STRUCTURES, SYSTEMS AND COMPONENTS FIGURE 5.8-7 Revision 21 CONTAINMENT STRUCTURE ESCAPE AIR LOCK ~ I I I I t I 'i!,?=,.. d r** 1'1-1>>1 Vl&w ~ ~~ lXlU"'-e ~IOI( .----=~=-=--~~~~ ~~..:~~~ II l.,oADtN&. ooc:R """NeM,,,.......... ~~,..ON~ -,TANU.'S.5 'S'Teli'.I., ..... t..1"'1o4.l..1P ~) A ~~~~~~~~ \\~ fe"S~,q.. IIQ,OC,\\~R\\~ ~= ~ CQJ~~ \\ J rP l I Cd,_ ' i J g -...

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FSAR CHAPTER 5 - DESIGN OF STRUCTURES, SYSTEMS AND COMPONENTS FIGURE 5.8-8 Revision 21 CONTAINMENT STRUCTURE EQUIPMENT HATCH DOOR I J -:-:,-.. -~.;..:r_...

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FSAR CHAPTER 5 - DESIGN OF STRUCTURES, SYSTEMS AND COMPONENTS FIGURE 5.8-9 Revision 21 CONTAINMENT STRUCTURE FINITE ELEMENT MESH \\* "'7 7 ~ I ~,::- -j .J ~ kn~ I ,J - w "" l:j ll \\

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FSAR CHAPTER 5 - DESIGN OF STRUCTURES, SYSTEMS AND COMPONENTS FIGURE 5.8-10 Revision 21 CONTAINMENT STRUCTURE DBA THERMAL GRADIENTS ACROSS CONTAINMENT WALL, NO INSULATION T-1*200 SEC T-2:1,000 SEC T-3*3,000 SEC T-IJ=5.000 SEC T-5*10,000 SEC T-6*0UTSIDE AMBIENT DESIGN TRANSIENT LL * - UJ a:: 300 Tl T2 250 T3 200 ~ 150 ~ a:: UJ A.. ai I-100 50 0 0 10 20 DISTANCE IN CONC.(IN) 30 T-6 OUTSIDE OF CONC. WALL ) I.JO

FSAR CHAPTER 5 - DESIGN OF STRUCTURES, SYSTEMS AND COMPONENTS FIGURE 5.8-11, SHT 1 Revision 21 CONTAINMENT STRUCTURE ISOSTRESS PLOT, DOME AND WALL D + Fi '. ~ ~-j____+- I I

FSAR CHAPTER 5 - DESIGN OF STRUCTURES, SYSTEMS AND COMPONENTS FIGURE 5.8-11, SHT 2 Revision 21 CONTAINMENT STRUCTURE ISOSTRESS PLOT, DOME AND WALL D + Ff + 1.15P

FSAR CHAPTER 5 - DESIGN OF STRUCTURES, SYSTEMS AND COMPONENTS FIGURE 5.8-11, SHT 3 Revision 21 CONTAINMENT STRUCTURE ISOSTRESS PLOT, DOME AND WALL D + Ff + 1.5P + Ta ~- - -=~::::~w j ll !,I :. I . -,./2 : Tr--~

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FSAR CHAPTER 5 - DESIGN OF STRUCTURES, SYSTEMS AND COMPONENTS FIGURE 5.8-11, SHT 4 Revision 21 CONTAINMENT STRUCTURE ISOSTRESS PLOT, DOME AND WALL D + Ff + Ta )

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FSAR CHAPTER 5 - DESIGN OF STRUCTURES, SYSTEMS AND COMPONENTS FIGURE 5.8-12, SHT 1 Revision 21 CONTAINMENT STRUCTURE ISOSTRESS PLOT, WALL AND BASE SLAB D + Fi MAX.- STRESS [fif j Ii ll j I l I !I ! i 79 I I E i

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FSAR CHAPTER 5 - DESIGN OF STRUCTURES, SYSTEMS AND COMPONENTS FIGURE 5.8-12, SHT 2 Revision 21 CONTAINMENT STRUCTURE ISOSTRESS PLOT, WALL AND BASE SLAB D + Ff + 1.15P MAX. - STRE5~ .L =:.::::::::.=.~ DIRECTION OF MAYAN[) MIN. STRE_S;i(_S

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FSAR CHAPTER 5 - DESIGN OF STRUCTURES, SYSTEMS AND COMPONENTS FIGURE 5.8-12, SHT 3 Revision 22 CONTAINMENT STRUCTURE ISOSTRESS PLOT, WALL AND BASE SLAB D + Ff + 1.5 P + Ta MAX.- STRESS =~=: :.~==~ \\ I r-r rr r rr 17-r rrTT rr 1 1 1 1 1 ri !!iiilf f :.:.::*: * *.

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TM[ INTERVAL 0, JMc. ~STRE" PLOn 11 :SO PSI *

  • i. Sl>>at..16 OF T'Mf COORblNAn SRID K.50 11rt.1. 1!.A.CM WAV,

-5. THE ~STRE~ CURVES SHOW TME -- 5"tU5(.S IN TM'IE. CONCR£i'. ONLY, "'Olf. 0UU!:CT1ON 0,- F'RINCIML sn:tf.~E!o COM~ID£~!t THE LIMiA P\\.A,T£. A.L~- ,4, lrt4A)(.- STRf.~~ i.TA.t.Jt>t ~ TM£ MORI. ~NSII.I. o, li-4E TWO ~IMG.t""'- m~n llrol THlt IJ!.JtTICA.L PLAN£, MIN.-~Tlltf.H STANO, FO" TME. MCl~i COM PR(.~~I~ Pft.l NC.IM.I.. STAS.VI,. -, I, I -I I I I I C ',---. ~

  • * * * *. I
~~.-::,

l !fl , I .1 !I j I

  • ¥..

FSAR CHAPTER 5 - DESIGN OF STRUCTURES, SYSTEMS AND COMPONENTS FIGURE 5.8-12, SHT 4 Revision 21 CONTAINMENT STRUCTURE ISOSTRESS PLOT, WALL AND BASE SLAB D + Ff + Ta ~ ~=:=~ HOOP-STRESS - ~ i:- 'TWE INTERVAi.. OF TMii:. ISO-STIie.Mo ..,._O'TS 1* 50 PSI. 111¥.CIMCI 0111" TH& COQIIOINATS. &ltlC, IS SO IN, a.t,.CM WA."'* ,a. TNE 1'90*STlll:IH CURVEt. 6HOW TM& 91'1'fi.S&£$ IN TH£ CONCR~T& OMI..Y, --- TWlt 0U'6CTt0M OF "'IMCIPAL. ITfllt(IIM,S CONSI~ TMi. UN£R P\\.ATE. A.1..IG, - MA.JC',-ITP!.U*.T...._M D. l"OR TMI, MOfH, --- TE.N~II..E. OF TMI. TWO PI\\INCIPAL --.-nu,ftU IN TM& VE.RTICAL. PU.N&, MUrl,-STR:C.U *TAND* P"Olll TMC. MORC. CQN,.111,U.IVE. PftlNC.IP,t,,L &TllltLM- .j MAX.-STRESS - i ~ DIRECTION OF MAX. AND MIN. STRESSE5

  • Wtfil

--r j

  • 1
  • MIN.-STRESS I

I I

I !UJ I

+-*,r-;I i, l-- - l~R*

-*n** I 1*.:;.. ~.... I
    • I

-r** 1.----... ~* ~-;-~+::1 .r:-:L:p 1-*_1'-1*-:fi1 .. \\f--:1 1'. I !* f I r ,,, ~; T *1 I Ill'.,' ii -i"mr I 'Iii .~ I - I ,ljj ~,: 11 w

FSAR CHAPTER 5 - DESIGN OF STRUCTURES, SYSTEMS AND COMPONENTS FIGURE 5.8-13, SHT 1 Revision 21 CONTAINMENT STRUCTURE STRESS RESULTANTS, DEAD LOAD (D) 200 190-iso-= 170 - 160 - -;:;- 150-= 1110-= "' 130-=

5

"'... 120- "'... 110- ..., 100-0 "' 90 -*- 80 _:: z... 70-I-"' 60-= Q .so-110-- 30-20-10-O* -279 -115 ~111 MERIDIONAL HOOP". MERIDIONAL MOMENT MOMENT.. (ft-kips) (ft-kips) ft ft GENERAL NOTES FOR SHEETS 1-11: I. POSITIVE MOMENTS ARE SHOWN ON THE TENSION SIDE OF THE SHELL.

2. POSITIVE MERIDIONAL FORCES AND POSITIVES HOOP FORCES INDICATE TENSION.

3 RADIAL SHEAR CONYENTION :* f"1++V CYLINDER +V--t..> kfv DOME +V II. DEFLECT! ON CONVENTION-: CYLINDER-HORIZONTAL DOME - VERTICAL FORCE ' (kips) ft HOOP RADIAL DEFLECT I OM FORCE; SHEAR {inches) (kips) (kips) ft ft

FSAR CHAPTER 5 - DESIGN OF STRUCTURES, SYSTEMS AND COMPONENTS FIGURE 5.8-13, SHT 2 Revision 21 CONTAINMENT STRUCTURE STRESS RESULTANTS, FINAL PRESTRESS (Ff) 200 ~ 190-180 - 170 - 160- ~150-f.J110-= "" 130-

5

"' 120-UJ "'110- ~ ...., 100 - ~ 90 - ..... so-c.., ?:i 70 - I- "' 60-C 50- ~o - 30 - 20 -

  • .10-

. 0.----------- 186 81 MERIDIONAL HOOP MOMENT MOMENT (ft-kips) (ft-kips) ft ft .31 -293 -307 -.72. .7 J,tER ID I ONI.L HOOP RADIAL DEFLECTION FORCE ' FORCE SHEAR

  • (inches)

'WE) (~) (kips) ft ft ft

FSAR CHAPTER 5 - DESIGN OF STRUCTURES, SYSTEMS AND COMPONENTS FIGURE 5.8-13, SHT 3 Revision 21 CONTAINMENT STRUCTURE STRESS RESULTANTS, DBA PRESSURE (P) 200 ~ ~ ~

  • I

~ llll ~ \\~ ~~ 190-- 180-170 - - 160-- 150 - ""lijO- -~ m 130-

5

"'120- ~ 110-= "'100- ~ 90 ~ m ... 80-11 I I Im.I I ij76 I I --11-.1.0 z 70-I-"' 60-C 50 -

  • ijO-30 -

20-- 10-- o* -165

  • 138

-873 MERIDIONAL HOOP MERIDIONAL HOOP RAD JAL DEFLECTION MOMENT MOMENT FORCE FORCE SHEAR (inches) ( ft-k I ps I (ft-kips) (kw) (~) ( !5.ill_) ft ft ft ft

FSAR CHAPTER 5 - DESIGN OF STRUCTURES, SYSTEMS AND COMPONENTS FIGURE 5.8-13, SHT 4 Revision 22 CONTAINMENT STRUCTURE STRESS RESULTANTS, DBA TEMPERATURE (Ta)* 200 ~ 190-180 - 170 - 160- ~150- .::: 1110 -= "" 130 -

5

"' 120 - "'1 10- ~ ...,100- ~ 90 - .... 80-u 10--= z... t-60 --= Cl) C so -= 110 - 30-= 20 -*- 10-0,

  • The thermal gradient is based upon the DBA temperature inside the shell and the winter extreme temperature outside the shell.

729 MERIDIONAL MOMENT * (ft-kip~) ft 1182 . 73 HOOP MERIDIONAL MOMENT FORCE (ft-kip2 ) (!J.P.!) ft ft I 15 IIOOP FORCE (UPJ l ft RADIAL SHEAR (~P.!l ft 0 .03 .Oil .03 DEFLECTIO~ (inches)

FSAR CHAPTER 5 - DESIGN OF STRUCTURES, SYSTEMS AND COMPONENTS FIGURE 5.8-14 Revision 21 CONTAINMENT STRUCTURE FINITE ELEMENT MESH FOR BUTTRESS, PLANE STRAIN ANALYSIS

FSAR CHAPTER 5 - DESIGN OF STRUCTURES, SYSTEMS AND COMPONENTS FIGURE 5.8-15, SHT 1 Revision 21 CONTAINMENT STRUCTURE BUTTRESS ISOSTRESS PLOT, MAXIMUM COMPRESSIVE STRESSES

FSAR CHAPTER 5 - DESIGN OF STRUCTURES, SYSTEMS AND COMPONENTS FIGURE 5.8-15, SHT 2 Revision 21 CONTAINMENT STRUCTURE BUTTRESS ISOSTRESS PLOT, MINIMUM COMPRESSIVE OR MAXIMUM TENSILE STRESSES 700.0 500.0 0 0. 0. 0 8 8 in ~oo.o U) 300.0 200.0

FSAR CHAPTER 5 - DESIGN OF STRUCTURES, SYSTEMS AND COMPONENTS FIGURE 5.8-16, SHT 1 Revision 21 CONTAINMENT STRUCTURE MODEL FOR LINER PLATE ANALYSIS '\\ LINER PLATE 4 N. RES I ST I NG FORCE OF INFINITELY STIFF ANCHOR 2 DISPLACEMENT DUE TO CONTAINMENT INWARD MOVEMENT

FSAR CHAPTER 5 - DESIGN OF STRUCTURES, SYSTEMS AND COMPONENTS FIGURE 5.8-16, SHT 2 Revision 21 CONTAINMENT STRUCTURE MODEL FOR LINER PLATE ANALYSIS DISPLACEMENT DUE TO MOVEMENT OF ANCHOR 2 DISPLACEMENT OF ANCHOR I I 2* ~ DISPLACEMENT OF ANCHOR 2

2.

FSAR CHAPTER 5 - DESIGN OF STRUCTURES, SYSTEMS AND COMPONENTS FIGURE 5.8-17 Revision 21 CONTAINMENT STRUCTURE RESULTS FROM TESTS ON LINER PLATE ANCHORS SIMULATED I / 1f' LINER BEFORE LOAD WELD ULTIMATE CONFIGURATION GAP (IN) LOAD ( K/ IN) / 3/16 ~ 0 '"* 95 / 3/16 ~ 5/8 5.56

t.

/3116v 6-12 0 7.65 h /3t16V 6-12 5/8 2,93 h /3/ 16 V "-12 0 6.67 ta An&V 11..1, 5/8

2. lk; 1-
z L&J
E L&J c.>
5 ULTIMATE SI MU LATED '6N) t WELD DURING LOAD DISPLACEMENT LOCATION OF FA I LURE (IN)
  • I "

LINER PLATE .68 ANCHOR WELD

  • l 8 ANCHOR WELD

, 60 ANCHOR WELD I 18 ANCHOR WELD .30 ANCHOR WELD

FSAR CHAPTER 5 - DESIGN OF STRUCTURES, SYSTEMS AND COMPONENTS FIGURE 5.8-18 Revision 21 CONTAINMENT STRUCTURE THERMAL GRADIENT AT MAIN STEAM PENETRATION . '..o* F __ _L __ IIO"F . ~------~- ~ ~~ I *t(l6MOR.EO ttJJt..'-IALYSIS)

  • _
  • _-~:*::

...,so... ATIOM MAlC. TNu:twAC:..- 2 8T\\J*I.. /HA.~ .:;..:..:.:. ~' e ~INSIDE COMTAIN"'E.l,IT e

FSAR CHAPTER 5 - DESIGN OF STRUCTURES, SYSTEMS AND COMPONENTS FIGURE 5.8-19 Revision 21 CONTAINMENT STRUCTURE LOADS ON PIPE PENETRATIONS LOADS VIA CONCRETE: DEAD LOAD, PRESTRESS, OPERATING TEMPERATURE, OBA PRESSURE, OBA TEMPERATURE,OBE FORCES: AXIAL, SHEAR,MOMENT EXTERNAL PRESSURE DBA PRESSURE AXIS OF SYMMET~ r -_-_ ____., \\---- THERMAL LOADS VIA CONTAINMENT ATMOSPHERE AND PROCESS PIPE PIPE RUPTURE REACTIONS FORCES: THRUST. SHEAR. MOMENT,TORQUE.

FSAR CHAPTER 5 - DESIGN OF STRUCTURES, SYSTEMS AND COMPONENTS FIGURE 5.8-20 Revision 21 CONTAINMENT STRUCTURE STRESS CONCENTRATIONS AT EQUIPMENT HATCH OPENING

~

\\--------.- ~ -* ~~ r-c Q .i!JudJ:UM. Suuus COl'tl'tlr*.e Our/lfJr .Sr1t.eSSt$ FRot-t Sr*l!SSES

  • r,""'""'"',.

r,,,EQ.ETtCltL. ELAff'l~1.rr ~

r.

/b,: 'r,,,"u o, el'

FSAR CHAPTER 5 - DESIGN OF STRUCTURES, SYSTEMS AND COMPONENTS FIGURE 5.8-21 Revision 21 CONTAINMENT STRUCTURE LINER PLATE, WELD CRACKING AT BACKING STRIP DISCONTINUITIES = ('I) ...I

7,-----

1 CRACK ,(,', : '1~:Gurd(* u*,H,1,N,*1,ar:11.,..... q -~ '\\\\:Y'tl'it' ~I} h)' II ___ _JL ____ _ HORZONTAL BACKING STRIP DISCONTINUITY TYPE I I " l"--~------ 1 DISCONTINUITY TYPE 2

L HORIZONTAL

FSAR CHAPTER 5 - DESIGN OF STRUCTURES, SYSTEMS AND COMPONENTS FIGURE 5.8-22, SHT 1 Revision 21 CONTAINMENT STRUCTURE LINER PLATE TEST SAMPLE, ELEVATION 600'-0", AZIMUTH 113° .... ____________ 2~* ------------, 3HL5 3HR7 l CHEM TRANS. TRANS. .3T TENSILE h'ENS I LE + WELD CHEM )HR5 .3HR9.3HRU FACE ROOT FREE 3HL7 J3 SAVED BEND BEND BEND WELD TENS I LE ,v, FACE 25" BEND 3V5 ROOT BEND )V7 FREE BEND )V9 MACRO WELD

  • CHEM

)VU TRANSVERSE TENSILE 3V13 SAVED CHEM 3V15 CHEM )BL TRANSVERSE 3B TENSILE

FSAR CHAPTER 5 - DESIGN OF STRUCTURES, SYSTEMS AND COMPONENTS FIGURE 5.8-22, SHT 2 Revision 21 CONTAINMENT STRUCTURE LINER PLATE TEST SAMPLE, ELEVATION 600'-0", AZIMUTH 275° 27" ________________ _. r 5HL7 TEST: 5..lLl CHEM PLATE & WELD I CHEM 5HR17 TRANS. MACRO. HORIZONTAL ST TRANS. TENSILE SEAM. TENS I LE SJ MACRO, HORIZONTAL PREVIOUS REPAIR., & VERTICAL SEAMS. FACE --'~~ 5HR6 5HR8 BEND ROOT FREE .., 1Roor, ,0 BEND BEND I II:

z:

in *BENDt in SHRU 5HR1i ..,.,. I I WELD TENS

  • WELD in_, " ---. -...

J... MACRO en II: +CHEM ,n in II: 5V5 FACE BEND 5V7 ROOT BEND 5V9 FREE BEND 5V12 TRANSVERSE TENSILE 5V15 FACE (CHEM BEND 58

FSAR CHAPTER 5 - DESIGN OF STRUCTURES, SYSTEMS AND COMPONENTS FIGURE 5.8-23, SHT 1 Revision 21 CONTAINMENT STRUCTURE LINER PLATE, INSPECTION AND METHOD OF REPAIR, ELEVATION 583'-6" ...,-f--------1 2 0 !

  • "*-+----I

~ j , II i1 ~tr:, Ui !i :'f i i I (i a '~i z(\\li I ~h~ill ~ .*-'--~ ii., i l J j '!I ID 2 0 i= 0 w., a: 0 0 ~

FSAR CHAPTER 5 - DESIGN OF STRUCTURES, SYSTEMS AND COMPONENTS FIGURE 5.8-23, SHT 2 Revision 21 CONTAINMENT STRUCTURE LINER PLATE, INSPECTION AND METHOD OF REPAIR, ELEVATION 588'-6"

FSAR CHAPTER 5 - DESIGN OF STRUCTURES, SYSTEMS AND COMPONENTS FIGURE 5.8-23, SHT 3 Revision 21 CONTAINMENT STRUCTURE LINER PLATE, INSPECTION AND METHOD OF REPAIR, ELEVATION 590'-0" I I . I I -; I I tL J I ' 7 I I I I w -b..j--

FSAR CHAPTER 5 - DESIGN OF STRUCTURES, SYSTEMS AND COMPONENTS FIGURE 5.8-24 Revision 21 CONTAINMENT STRUCTURE LOCATION AND IDENTIFICATION OF ELEVEN SURVEILLANCE TENDONS FOR ONE-AND THREE-YEAR SURVEILLANCES A 85° I B 25° I l I I I I ELEV.74-0'-11-1/16" BF-651-I I I I I I C 325° I D 265° I I --. I I ELEV. 705 I 1 /4-" i I I Bp-22+ I I I I I E 205° I + [ F I I I I ELEV. I I I I I. I I 628' 5/8" I I - I I I I I I I TOP OF BASE SLAB ELEV. 588 -6 HOOP TENDONS DEVELOPED ELEVATION. II/ I 205° VERTICAL TENDONS PLAN + NINE PRESELECTED SURVEILLANCE TENDONS

  • TWO ADDITIONAL SURVEILLANCE TENDONS ADDED AT THE ONE YEAR SURVEILLANCE t

GROUP 3 a, 145° DOME TENDONS PLAN DIMENSIONS MEASURED AT FACE OF RING GIRDER

FSAR CHAPTER 5 - DESIGN OF STRUCTURES, SYSTEMS AND COMPONENTS FIGURE 5.8-25, SHT 1 Revision 21 CONTAINMENT STRUCTURE STRUCTURAL INTEGRITY TEST INSIDE HOOP STRAIN PROFILES TYPICAL SECTION I ? I ~ J +100 *- A o., I II +,o -~..., -50 :!9--e-~ ol9---e._~ -100 -150 l ---- -200 I> .,1 I.., ..,, r --.-.&-VZ7A I r \\ 1i ~;~; I =1. [ *. -!l iilii~: 0 -50 ~1.00 I \\ I 1 ~

t

., I SC1.-1-02u I I I I O

  • l l n.,o,*~*

~ I I I ~ I

A!!!T
i*:

~ ' 1 SGl-1-02JA -+ 7!-;t I : '

i f-' -

r:

  • \\ t ---~.. I i

I I I I SCl-1-019A SCl-1-017A

  • 50r

~ SCl.-1-010 o -e-ir +5:T------

. : =~=....

O O _.....t w+ y 'l YT'i't ~ l l l J I.15 PRESSURE =., *.,.,., PREllRESS I I I I I l I I I I .!'R.fSTRES.S.-+ I.15 PRESSURE &E,ERAL NOTES EL.669* * (1) Predicted strain iRClicated )ya dash" line which arpears on the outside o the structure centerline to ShO!i tensile strain and on the-inside to lndicite n.os*-,* compressive strain. The i,er.endicular distance fr011 the structure center I ine to the dashed line indicates

  • the shain aagnitude.

EL.601 -o*,. (2) Strain gage locations are EL.595'-10* aar'ked0 EL.588'-t* (3) Measured strain values are 111arkea & (II) Whens. Is near*,* is often Ollitted

FSAR CHAPTER 5 - DESIGN OF STRUCTURES, SYSTEMS AND COMPONENTS FIGURE 5.8-25, SHT 2 Revision 21 CONTAINMENT STRUCTURE STRUCTURAL INTEGRITY TEST OUTSIDE MERIDIONAL STRAIN PROFILES TYPICAL SECTION I-

  • i 1

~ 150 ~ I f ~ ~

  • n*._ l I'

.. = -** ~ =:=. ~ --*~* 1 ~ =rs: r -~------ u.161*--- -2.. -- NL-l::t,61 EL.760'-10"

  • JIO

.al-4-Atla. El..JIJ*-10* L746** EL.J112*-,* n.,,.._.. \\ I f l I I I I I SCL-1-42'1 I 11 ,------- EL,10,*-9* II I t 69WLffla oosio,g* I oooc*

lit (I) Predlc.ted str~ln ind.Jca. ted
  • ':'I. =:

S':' '.,.: Ta

  • by a daslled I 1ne which

, 1.. ', 1 * + *-1-0:z.1 I 1... + ---------L-------.6!9.,_ _______ EL,169'"'" appears on the oatsidt of t VM.L I the structure center! 1ne to show tensile strain and 1 th& inside to Indicate I 1' coapresslve strain. l The perpendicular distance 11 I frca the 1tructure center-

  • "'1-0221

, 1 n.1,s*~~ I lne to tlle dashed l lne 1 lndl~tes the strain aagnltude. I {2} Strain gage locations are 1 : 1 aarkeoe / (3} Measured strain values are

  • -1-0201 EL.001*-4*

aarked a sca.-1-0111 11**1*-1*"(1) When a Is neare,a Is often sa-1*-o* -so;:::::;;:::;::;;;~-:~t~*"'l*--------*t.:.:.:.:.;;:~;:::;;;if;-:::_FJ-------n.sea*-e* mltted

  • i
  • ~

'J +s! /

  • M

= ;_ ; ~ i1M,.. -, ____, +ae +ue 1 '1', ~ I : I l 1.15 PRESSURE PRESTRESS + I.15 PRESSURE PRESTRESS

FSAR CHAPTER 5 - DESIGN OF STRUCTURES, SYSTEMS AND COMPONENTS FIGURE 5.8-26 Revision 21 CONTAINMENT STRUCTURE PRESSURE TEST DISPLACEMENT PROFILES A A A A A rt.. I l A A A D MEASURED WALL RAD I AL & DOME VERTICAL DISPLACEMENT t176° A EL.739 EL.711 EL.688 EL.675 EL.638 EL.618 EL.600 I HA EL.739 I I~ A El.711 I I J I t: EL.688 ( EL.675 I I I! A EL.635 I I It I 11 MEASURED BUTTRESS HORIZONTAL DISPLACEMENTSSt85" A /Ji.. EL.618 I EL.600 I AVERAGE OF WALL &,BUTTRESS MEASUREMENT RADIAL DISPLACEM~NTS _a RADIAL DISPLACEMENTS COMPUTED FROM MEASURED STRAINS _o '\\ EL.739 \\i,\\ \\\\ I ~ I\\ EL.711

y.

I b I I I I EL.688 D* If D, EL.675 1*,o \\\\ J. 14 t EL.636.5 It j EL.618 /J I lJ EL,600 GENERAL NOTE REFERENCE POINTS ALL CASES

FSAR CHAPTER 5 - DESIGN OF STRUCTURES, SYSTEMS AND COMPONENTS FIGURE 5.8-27, SHT 1 Revision 21 CONTAINMENT STRUCTURE PRESSURE TEST TENDON LOAD CHANGE START PRESSURE TEST +50 l +4-0 +30 +20 _/ \\..., r--.....,,""'\\ I *"" \\ 0 ~- -10 -20 23 Mar 1969 i \\ I w 25 COMPLETE PRESSURE TEST l HOOP TENDON 6~BF(25°) \\ ,.,...,,*.,_t,"v", I '~,J lf'Y' I , r,...,/ I I ; I 27 29 31 DATE (2 DAY DIVISIONS) Cl 6.3.,3 - 55 en

a.

-28 a:

i 20 Ill

=--!' 10 en 0 a:

a.

2 Apr 1969

FSAR CHAPTER 5 - DESIGN OF STRUCTURES, SYSTEMS AND COMPONENTS FIGURE 5.8-27, SHT 2 Revision 21 CONTAINMENT STRUCTURE PRESSURE TEST TENDON LOAD CHANGE START PRESSURE TEST ~50 1 1-30 +20 J 0 I ' -10 -20 23 Mar 1969 25 ~-, COMPLETE PRESSURE TEST l DOME TENDON D3T28 {SOUTH) V 63-3 55 \\ -28 \\_. -20 =-,-10 0 ,'\\ I \\ ,..., -- I \\,, ' I <:J -.,, ~ a: a: ~ V I r _, ' I I '- ~ ~J 27 29 DATE (2 DAY DIVISIONS) 31 2 Apr 1969

FSAR CHAPTER 5 - DESIGN OF STRUCTURES, SYSTEMS AND COMPONENTS FIGURE 5.8-28 Revision 21 CONTAINMENT STRUCTURE END ANCHORAGE SURVEILLANCE PROGRAM CRACK SURVEILLANCE LOCATIONS I Lt') CN ('I) I 1.t, Lt') Lt') 1.t, c.o 0 =- CN CN 00 -El -- 748 I _,:;n -= -753'-31/2 I 728 I -6 ff,(: l:l I* -- 708 1-6" -c 01--~ I-688 I -6" -C: o,--~ I - ('I) I 653'-6" a; -C: rJ I: 625'-2" -c e:i I-- 1596, -6 ~ ~ ~ -598' -6" I ~ SURVEILLANCE LOCATION DEVELOPED ELEVATION TYPICAL BUTTRESS DETAIL I RING GIRDER bl Lt') CN }- L--- BUTTRESS '--* I B, SE SLAB

FSAR CHAPTER 5 - DESIGN OF STRUCTURES, SYSTEMS AND COMPONENTS FIGURE 5.8-29 Revision 21 CONSTRUCTION OPENING PLAN, ELEVATION AND SECTIONS 1

  • fl I

I I I 1/2** ' 4 ii I I C I

FSAR CHAPTER 5 - DESIGN OF STRUCTURES, SYSTEMS AND COMPONENTS FIGURE 5.8-30 Revision 21 CONSTRUCTION OPENING TENDON DETENSIONING AND POST TENSIONING SEQUENCE ~ I o> 0 A! i I I L. J !1 I I f,; I I. 111 ~ I I I

i!d ~ 1!~ "i!I !, !.tjl,; i i i G I !: Pi I I

!7; tij

  • I

! i1 h i I I i'

    • i I I

i

  • i
  • *1 I.:.

s;:i. 1 if i, if-1 i! l1b1 11. 1 i.; 1 ;;, 3il i * !!i~ i ~1 51 i "I I r t: r ' 11*

  • 1 t i b 11 i

i= ~~~ i*;I* Ii :j*I-.,* i ii ii 1i I I I! ~i !.I ! Ii! i a I H 11 I !I I :1... ~f ~I : i p~~f il!le,rn111~~~' Iii I ii;;~ I 1,J i ! "" *r $ if l I I r 'i s: i~ Ii i ,;th h f 1d till it *., * *I.I

  • i 1!1 d lh !ii!

~II fl 4., * *. I I ! 8 II a 11111 ******.. ********** **********ll**** 111111 '

  • UHIUH
  • I I

1*11 !1 I.. llllltlllllllllltlllttlllltllllllllllll~II 111111 ********11 a **

ha rt!

!iii I......................... *.... d,1 !* u IIUIH 01111111111111 !Ill 1111111,1,111,r,r,111111111,1,111,1,1

      • .............. ~~c*~*c*c****~*~******** ***1911.-orru,11 aa***ll'.11 1******

FSAR CHAPTER 5 - DESIGN OF STRUCTURES, SYSTEMS AND COMPONENTS FIGURE 5.8-31 Revision 32 MISCELLANEOUS GAS SUPPLY SYSTEMS 8 7 H G F E D L P NITROGEN STATION 7 C B REFERE NCE DRAW INGS, >EN -f1-J10 S H. 3630<1! NrnH< PHIETllA T! ON ))::0,,~/n,~~,,~ ,m SOJT~"'EST FENETR~TJON wiJ\\ ~,.'l"i1cWs1N11.J.ltrn1c A e 5 5 4 3 p 0 ~

  • 0 6

2 T PIPING & INSTRUMENT OlAGRAM MJSCELLANEOUS G/:IS SUPPLY SYSTEMS H E D C B

FSAR CHAPTER 5 - DESIGN OF STRUCTURES, SYSTEMS AND COMPONENTS FIGURE 5.9-1 Revision 21 CONTAINMENT STRUCTURE INTERIOR CONSTRUCTION}}

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