ML20339A015

From kanterella
Jump to navigation Jump to search
9 to Updated Final Safety Analysis Report, Chapter 3, Appendix B, Figures
ML20339A015
Person / Time
Site: Ginna Constellation icon.png
Issue date: 11/20/2020
From:
Exelon Generation Co
To:
Office of Nuclear Reactor Regulation
Shared Package
ML20339A309 List: ... further results
References
Download: ML20339A015 (31)
v • d • e


Text

Figure 1 GINNA/UFSAR Appendix 3B DESIGN OF LARGE OPENING REINFORCEMENTS FOR CONTAINMENT VESSEL Revision 29 11/2020 10 UOIUI

/

./

i

/

?.

I I

I

,/' '--".'.,,,....

MIDOL( s uti:,.t.CI I

Lr"'.'. v~

I_

L. 1- *

~ t*-* --l~

OUTUt.......

    • - ---j H- !

--t-1.0 A-S. lot

  • Ova. /Jt>t (capped cylinder),,
  • 0.3 I

.. I I

I I 04.ITU.,,,,.,.. /Ml0OLl

!.---V v ' v I

J_....,

v--

l.,.-,-<"J..--t'""" + ff" su*,.e*

-t-1 I

.I 1.0 l2

,.. µ.

C - S. for * */4 *** /Jt>t (capped cylinder),, - 0.3 NOT*

111:Cll'tllllll:NCll: "'ITATII O Ii' ITIIIIICII IN A CtflllCU L.Alllll CVL.INOIIIIIIC,'-L IHCL..L.. W1TM A c1.-CUL.A.,it MOL.a.** W'l[L.OING llllltlCAfll:CM COUNCIL.

8 ULLllTIN tOI. 1M I.

  • . I-+--+-+-...... -+ t*-

... 1--+--+-l 1.0 E -S. for * */2 vs. /Jt>t (capped cylinder),,

  • 0.3
10.

/

tllllN(JI

~

... - v

/

--~ *-** - --

_v

/

~,,,-*uoo1., su11ncc

//

~

I""" --

ourr*

I L..,::: ~---

1.0

,.. µ.

8-S. for - */8 vs, /Jt>t (capped cylinder),, - 0.3

~

I OUTE:ft I

V I i 0

~~,11,C[

I I i----

I I

INNl(fll: ----

i I i

---+-

1.0 l2 1,4 #l o-s. for - 3 */8 vs. /Jt>t (capped cylinder),, - 0.3 F-S. at* * /2forCue II (extenaion case )vs..,,,.,,.o.l 1.

~ :* :~+-H

-+...,"!--=:+-HI-*,. _..:...J.._:

+-+--+---+--+-1-;-'-'

,.o

µ.

G-S. at - O for Cue Ill (internal preuYre),,

  • 0.3 Qu.,a&aT ANOClATU, DIC*

FIGURI! 1

Figure 2 GINNA/UFSAR Appendix 3B DESIGN OF LARGE OPENING REINFORCEMENTS FOR CONTAINMENT VESSEL Revision 29 11/2020 Table 3-SlrHa Conuntratlon r adOr Variation* for Dlflerant

{J,. at Varlou* Angiff-Cappff Cylinder 0..30 (J,.

(:S.)uppu

s.

(S,Jlowu 0

0.14142 2.75054

2. 84709 2.54365 0.21213 2.9-4174 2.81900 2.69625 0.28284 3. 13290 3.03670 2.!M060 0.35355 3.30842 3.28570
3. 26297 0.42426 3.45933 3.~67 3.66001 0.49-497 3.58032 3.83486 4.08940 0.56568 3.66795
4. 11911 4.57027 0.63639
3. 72044 4.40201 5.08357 0. 70710
3. 73666

-4.67874 5.62091 0.84862 3.66013

5. 20121
6. 74228 0.98994 3.44158 5.66483 7.88789 1.13Ia7 3.09080
6. 06690 9.02300 1.27279 2.61996 6.37120 10.12243

.-/ 8 0.14142 2.48986 2.33179

-2. 19372 0.21213 2.66925 2.47978 2.29030 0.28284 2.87266 2.67011 2.46758 0.35366 3.06813 2.89212

2. 71611

. 0.42426 3.25013 3.13783 3.02563 0.49497 3.41623 3.40126 3.38629

0. 116668 3.66689 3.67806
3. 79024 0.63639 3.69959 3.96609 4. 23059 0.70710 3.81810
4. 25958 4. 70107 0.84852 4. 01561 4.86482 5.71403 0.98994 4. 16962
5. 48212 6. 79472
1. 13137 4.29120 6. 10374.

7.91827 l.27279 4.39120 6. 72431 9.05741

.-/ 4 0.14142

1. 793!M 1.58884
1. 34374
0. 21213 2.01190 l.65385 l.29580
0. 28284
2. 23906 1.76710 l. 29514 0.36355 2.48G09
l. 90438 l.33966
0. 42426
2. 70142 2.06304 1.42466
0. 49497 2.93776 2.24160 l.541>44 0.56668
3. 18071 2.439<<

1.69816 0.63639 3.43312 2.66648 1.87983

0. 70710 3.69754 2.89277 2.08800 0.84852
4. 27107 3.42439 2.57771 0.98994 4.91382
4. 03512 3.15642 1.13137 5. 63074
4. 72359 3.81843
1. 27279 6.42C60 5.48675 4.55090
  • 3.-/8 0.14142 1. 12040 0.80340 0.48/UO 0. 21213
1. 35527 0.81807 0.28087 0.28284
1. 59750 0.83819 0.07888 0.35355 1.84227 0.86252

-0.11723 0.42426 2.081146 0.88996

-0.3095-4 0.49497 2.34032 0.91983

-0.50065 0.56568 2.59629 0.95182

-0. 69263 0.63639 2.85862 0.98593

-0.88675 0. 70710

3. 12823 1.02243

-1.08337 0.84852 3.69078 1.10414

- 1. 48249 0.98994

4. 28578 1.20142

-1. 88293 1.13137

4. 91210
1. 31959

-2. 27291 1.27279 5.56731 1.46418

-2.63894

.-/ 2

0. 21213 1.08342 0.46892

-0. 14557 0.28284 1.32929 0.44570

-0.43787 0.35355

1. 57420
0. 41483

-0. 7445-4 0.42426 1.81691 0.37473

- 1.06744 0.49497 2.06720 0.32403

-1.40912 0.56668 2.29480 0.26158

-1. 77184 0.63639 2.52926 0.18654

-2.15617

0. 70710 2.75997 0.09861

-2.56273 0.84852

3. 20626

-0.11635

-3.43897 0.98994 3.62829

-0.38079

- 4.38988 1.13137 4.02201

-0.68968

-5.40137 1.27279 4.38777

-1.03524

-6.45827 Table J*Contlnwed S, (M iddu Surfac, only)

{J,.

  • 0

.-/10

.-/5 3.-/ 10 2.-/ 5 l.4U2 6.6163 7.1556 7.2307 4.7269 0.8424

1. 5909 6. 7936 7. 7349 8. 3542 5. 6384 0. 6623 1.7677 6.9059 8.4207 9.5285 6.6467 0.7164

.-/ 2

-1.4030

-1.8994

'-2.4293 Th*,,,.mbran* llr*n concentration factor Sc ~nd the total 1tren concentration factor Sc ore, respect ively, defin.d by (middle surface) r..

largest of ( a 1, a 2 )

Sc

  • largest of ( a 10, a 2°) (for fixed r, ¢)

where N1°, ~ Oare the nomina l principal stress resultants and a 10, a20 ore the nominal flexural streues for the, hell under th,, a.,. loading but without the hole. Ni and N2 denote the principal streu re1ultant1, a1 and a2 the principal 1tres1es respectively. Th* str*u concentration factor is colculat.d 0 1 a function of <f,.

NOT..

...,.._IIIIIINCS: "'ITATI: O JI' ST111... S a IN A C l,-CVLAIIII C Y L.INDfll:IC &1..

IHC L.L W1'TM

  • Clfll:CVI..A flt HOLC." Wll: LOING fll:11:I CAfll:CH C O UNC I L
  • uLL. a.TIN, oa. I H&.

au,a&a T AUOCIATU, DIC, FIGURE 2

Figure 3 GINNA/UFSAR Appendix 3B DESIGN OF LARGE OPENING REINFORCEMENTS FOR CONTAINMENT VESSEL Revision 29 11/2020

o.

8 I-6 I-STRESS DISTRIBUTION AROUND OPENINGS IN CYLINDRICAL SHELLS Sc 25 20 15 10 s

0 OUTER 1.0 2.0

µ.

o.

t.O 2.0 (Al EXTENSION CASE (Bl PURE TORSION CASE I

I

---0--

0

~

0.1 0.2 LIKERKKEKER (1 t)

ERINGEN, NAGHDI AND THIEL (9)

LUR1E (1)

SHEVLIAKOV AND ZIEGEL' (11)

I l

I I

HOUGHTON AND ROTHWELL (21)

DURCLLI 1ET AL1 (19)

ERINGEN 1ET AL1 (9)

FIRL FINITE*ELEMENT IN~ I/

i.,.,

__,,,, i..,'

-_,,,-,tl

~

\\

Po2 Sc

  • 2.5 ( 1+0.04 Rt 1 0.3 o.~

o.s 0.6 0.7 o.s 0.9 1.0 (Cl CAPPED CYLINDER UNDER INT ERNAL PRESSURE OILBIUIT AAOCIATZI, INC,

µ.

.,,,/

FIGURE 3

Figure 4 GINNA/UFSAR Appendix 3B DESIGN OF LARGE OPENING REINFORCEMENTS FOR CONTAINMENT VESSEL Revision 29 11/2020 i..,

I*

/J ZS GRID FOR FINITE ELEMENT ANALYSIS OF THE STRESSES AROUND OPENINGS

.... ~t.

2 0

0

[iJ..

0 OJ

@ "*'*' P.-t --~-

0 "'--J,,.,,...,,,

ffi],,.,,,,.,,.,..,,_......

Cll,.&E.RT ASSOClATl:S, IJtC.

FIGURE 4

-"""""' ---~

i! i i:

I

Figure 5 GINNA/UFSAR Appendix 3B DESIGN OF LARGE OPENING REINFORCEMENTS FOR CONTAINMENT VESSEL Revision 29 11/2020 MEMBRANE STRESS AROUND OPENING EDGE (VESSEL SUBJECT TO INTERNAL PRESSURE)

EXPERIMENTAL (REF. 19)

THEORETICAL VAN DICKE, ERINGEN 1ET AL 1 FINITE ELEMENT SOLUTION I

©'

I d. 2r 2

3 C:ILBERT ASSOCIATES, INC.

2 FIGURE 5

Figure 6 GINNA/UFSAR Appendix 3B DESIGN OF LARGE OPENING REINFORCEMENTS FOR CONTAINMENT VESSEL Revision 29 11/2020 SURFACE STRESSES AROUND-OPENING EDGE (VESSEL SUBJECT TO INTERNAL PRESSURE)

EXPER IMENTAL (REF. 19)

THEORETICAL:

VAN DICKE, ERINGEN, 'ET AL' (REF. 9)

FINITE ELEMENT SOLUTION l

I d = 2 r Inner surface -

5 CILBERT ASSOCIATES, INC.

FIGURE 6

Figure 7 GINNA/UFSAR Appendix 3B DESIGN OF LARGE OPENING REINFORCEMENTS FOR CONTAINMENT VESSEL Revision 29 11/2020 4

3 2

0 o;

HOOP STRESSES ALONG LONGITUDINAL AX IS (VESSEL SUBJECT TO INTERNAL PRESSURE)

EX PERIMENTAL (REF. 19) PHOTOELASTICITY HUGGENBERGER TENSOMET ER o FINIT E ELEMENT SOLUTION 2r

--f-?;,-J,.

-- _e

<T...

6

~

--- I I

\\

\\

---1 \\

\\

I I \\

\\

---t~

I \\

\\

I

\\

\\

-t--"

I OUTER SURFACE 2

3 4

5 GILBERT ASSOCIATES, INC, 6

s / r FIGURE 7

Figure 8 GINNA/UFSAR Appendix 3B DESIGN OF LARGE OPENING REINFORCEMENTS FOR CONTAINMENT VESSEL Revision 29 11/2020 AXIAL STRESSES ALONG TRANSVERSE AXIS (VESSEL SUBJECT TO INTERNAL PRESSURE)

EXPERIMENTAL (REF.19) PHOTOE LASTICITY HUGGENBERGER TENSOMETER o FINITE ELEMENT SOLUTION --- --- ---

2.0 1 I I '

ii' f

OUTER SURFACE

...J w z <

Cl.

LL.

0 0 z w

INNER SURFACE OILBl:RT AUOCIATES. INC.

FIGURE 8

Figure 9 GINNA/UFSAR Appendix 3B DESIGN OF LARGE OPENING REINFORCEMENTS FOR CONTAINMENT VESSEL Revision 29 11/2020 HOOP STRESS-RESULTANT Ne ALONG SYMMETRY AXES

{TEST PROBLEM)

~-------,----7

.:.; ~

~

., ~ %

0

~ :; !

z z

u 2 ;:.,

.. e

~

I I I I I

GILBERT ASSOCtATICS, INC, I

I I

I I

I I

I I

I I

I I

I I

I I I.

I I

I I

I I

I I

I I

I I

I I

I FIGURE 9

Figure 10 GINNA/UFSAR Appendix 3B DESIGN OF LARGE OPENING REINFORCEMENTS FOR CONTAINMENT VESSEL Revision 29 11/2020 LAYER THICKNESSES AND DESIGNATION TYPICAL SHELL RE INFORCED SHELL GILBERT ASSOCIATES, INC.

28.34 2.00 7.12 1.99 26.55 0.375 FIGURE 10

Figure 11 GINNA/UFSAR Appendix 3B DESIGN OF LARGE OPENING REINFORCEMENTS FOR CONTAINMENT VESSEL Revision 29 11/2020 NODAL FORCES DUE TO CURVATURE OF TENDONS IN NEIGHBORHOOD OF OPENING 53 I 54 50 65 66 0

77 78 89 101 LE GENO

-- TENDON NODAL FORCE (LBS.)

80 NODAL POINT e PANEL NUMBER GILBERT ASSOCIATES, INC, G

58 69 SCALE:

L'10*: 10,000 LBS.

8 59 FIGURE 11

Figure 12 GINNA/UFSAR Appendix 3B DESIGN OF LARGE OPENING REINFORCEMENTS FOR CONTAINMENT VESSEL Revision 29 11/2020 0

L a 83 °F 16 24 L:2 73°F 40 48 S6 INSIDE 64

+ 120 ° F 72 80 88 L 6 55" F 104 112 0

8 STRESS DISTRIBUTION AROUND OPENINGS (THERMAL GRADIENT NEAR EQUIPMENT OPENING)

+ 120° F 16 24 32 56 64 120..1;;;;a.. ____.....JL-----...L.----'----.J.--_,J STEEL LINER (.375")

OILB&RT AHOCIATll:I, INC.

3/4" STEEL!

32 ' F.

t t

25" F t

t t

9°F OUTSIDE

-. 10° F FIGURE 12

Figure 13 Steady State Temperature Distributions - Winter Gradient GINNA/UFSAR Appendix 3B DESIGN OF LARGE OPENING REINFORCEMENTS FOR CONTAINMENT VESSEL Revision 29 11/2020 Ncdol P~,Rt,1,,,.;,.,.

0 l'~R* f"<;~I;

[ill Po,..J lyj.. n..-1,,,._

C.ll.llE"RT AS:SOClATES, I NC.

FICUIH I :?

Figure 14 GINNA/UFSAR Appendix 3B DESIGN OF LARGE OPENING REINFORCEMENTS FOR CONTAINMENT VESSEL Revision 29 11/2020 0

s 0

STRESS DISTRIBUTION AROUND OPENINGS (EFFECT OF BOND FAILURE ALONG TERMINATED REBARS)

RING RE INFORCEMENT REGION dT LOAC TRANSFERRED BY BOND*.- (~d) -=-

ds

......... REBAR LOAD BEFORE BOND FAILURE T (s)

  • 'REBAR LOAD AWAY FROM OPENING, REBAR LOAD AFTER POSTULATED BCNC* FAILURE 0

I 2 r max (nd L)

T l- :-::

NOTE:

T,,

L T

FORCES ON SHELL ARE APPLIED ON NODAL POINT NUMBERS 100-104, 109-113, and 118-122.

LOADS APPLIED IN FINITE ELEMENT ANALYSIS GILBERT ASSOCIATES, l?<C.

FIGURE 14

Figure 15 GINNA/UFSAR Appendix 3B DESIGN OF LARGE OPENING REINFORCEMENTS FOR CONTAINMENT VESSEL Revision 29 11/2020 HOOP STRESS RESULT ANTS ALONG HORIZONTAL AND VERTICAL SYMMETRY AXES (INTERNAL PR ESSURE = 69 PSI 0

~---.------.----..-----------.-----7 I

I

-~

I t--liilliolGLi~

z ' "'

i 0

z

_j

~

~ ~

V

~

~ ~

~

~

~

0

§ 0

~

0

~

V

~

z

~

V V

V I I I l I

OILBll:RT ASIOCIATES. u,c.

FIGURE 15

Figure 16 GINNA/UFSAR Appendix 3B DESIGN OF LARGE OPENING REINFORCEMENTS FOR CONTAINMENT VESSEL Revision 29 11/2020 SHELL DISPLACEMENTS (FINAL VERTICAL PRESTRESS)

W3 CRACKED

.013

.0097 W3

..L--

UNCRACKED SCALE FOR IN*PLANE DISPLACEMENTS:

1/ 10" =.006

<lll.BltRT ASSOCIATltS, INC.

NORMAL DISPLACEMENT

\\

CRACKED 2

FIGURE 16

Figure 17 GINNA/UFSAR Appendix 3B DESIGN OF LARGE OPENING REINFORCEMENTS FOR CONTAINMENT VESSEL Revision 29 11/2020 SHELL DISPLACEMENTS (69 PSI INTERNAL PRESSURE)

.507

.116 SCALE FOR IN-PLANE DISPLACEMENTS:

1/10" =.006

,--,*1.-20 __

  • ...,50_9_.,_ NORMAL DISPLACEMENT GILBERT AIISOCtATl!:S, INC, I

I PKED I

I

~

I UNCRACKED t-or---t-f--

1 I

.0097

_J' 2

FIGURE 17

Figure 18 GINNA/UFSAR Appendix 3B DESIGN OF LARGE OPENING REINFORCEMENTS FOR CONTAINMENT VESSEL Revision 29 11/2020 INTERACTION DIAGRAM FOR AXIAL COMPRESSION/TENSION ANO BENDING P (Compression) 1*

REINFORCED..;.-.....,....--,r,-____..,,..._,..._-.,l-CONCRETE MEMBER Po Po-,---,.

Pb II I I

/ I

-,l-+.--

1 I

I 1.........-

.,....4 I

Mo Mo Mb INTERACTION DIAGRAM

. COMPRESSION AND BENDING Pb Diagram (P {tension)

-- Po INTERACTION DIAGRAM TENSION AND BENDING

\\~:

As1 As2

t 1

'.:~:.c1:~ I ~r.t,-,.1-I I

d STRAIN ly DIAGRAM Es l=-

E*

I*

Plostic rCeniroid I

C I

I c,2 I

  • EsJ

'H

~

M I

EsJ~ly d:J Tl= As l*fy I I I '

0 T2= A 2-fs2 C-2 SIMPLE BENDING DIAGRAM 0 b= k1°cb 0 b-o M

+ Mo GILBERT AaSOCJATES, INC.

E c=Q.003 0

I CsJ=A~j fy Cc 0 85 f~

a 0.85 I~

FIGURE 18

Figure 19 GINNA/UFSAR Appendix 3B DESIGN OF LARGE OPENING REINFORCEMENTS FOR CONTAINMENT VESSEL Revision 29 11/2020 X u z 8

N I

a: "'

"'u

"'u..

Q'.- ~

.J"'

.J...

~

INTERACTION DIAGRAM RING STEEL DIRECTION ELEMENTS NO. 73 & 74

-:Ii

I ClLBltltT AUOCIATltS, !NC.

8 g 0

0 0

+

8 0

z

~

0

~

z... z w

w

Ii w

w

.J w *

~

... z w

l w..,

w 0

0 FIGURE 19

Figure 20 GINNA/UFSAR Appendix 3B DESIGN OF LARGE OPENING REINFORCEMENTS FOR CONTAINMENT VESSEL Revision 29 11/2020 SHELL REFERENCE SURFACE LEGEND

  • ELEMENT 97 ELEMENT 100
  • ELEMENT 101

-900

-600 INTERACTION DIAGRAM ELEMENTS NO. 97, 100 & 101 70 K/IN 30 20

  • 10

-300

+ 300 Gll.BKJtT AUOCIATKI, l?<C::.

Mv,Me

+ 900 K*IN/ IN FIGURE 20

Figure 21 GINNA/UFSAR Appendix 3B DESIGN OF LARGE OPENING REINFORCEMENTS FOR CONTAINMENT VESSEL Revision 29 11/2020 t

i

E

+

1 i

0.

+

l:

u z ' "

~

1 I

0.

IU u

IU 0< IU 1U U IU LL

_, a

.J IU l:.,,

INTERACTION DIAGRAM ELEMENTS NO, 97, 100 & 101

~

I CiILB&RT AIIOClATU, INC.

t i

E 8 !

+

0,::

M

+

0 0

?

+

0

~

+

0

~

I 0...

0-0

? ~

z,_,_,_

0 z z z 8

IU w w IU M

E ::E ::E I

w w w w

.J.J.J

.J w w "'

0 8...

I FIGURE 21

Figure 22 GINNA/UFSAR Appendix 3B DESIGN OF LARGE OPENING REINFORCEMENTS FOR CONTAINMENT VESSEL Revision 29 11/2020

z: '

8

z: ;...
z:,...
I INTERACTION DIAGRAM EL EMENTS NO. 33, 55, 66 & n
  • I * *
  • **t4. \\

~

~

w u

-c...

QC

=>...

w u

z:

w w...

w OILJIIIH.UIOCIATH, JNC.

z:
I j

~

§

+

~

+

I-I-

z: :z:

w w

I :I w w

..J..J w w 0 **

z:

w Cl w

..J..,.,,

M V,

0 I-I-

~

z :z:

w w

I :I w w

..J..J w w FIGURE 22

Figure 23 GINNA/UFSAR Appendix 3B DESIGN OF LARGE OPENING REINFORCEMENTS FOR CONTAINMENT VESSEL Revision 29 11/2020

-e.

~

z,....

INTERACTION DIAGRAM

. ELEMENT NO. n w

~

w 0: w w u IL <

W IL 0: 0:

..J.,,

..J w

z:..

Qn,.e&aT AISOClATU, INC*

-e.

l,.
l z :::

~

8

+

g

+

8

"' I FIGURE 23

Figure 24 GINNA/UFSAR Appendix 3B DESIGN OF LARGE OPENING REINFORCEMENTS FOR CONTAINMENT VESSEL Revision 29 11/2020

-s z

0..

z 0..

INTERACTION DIAGRAM ELEMENT NO. 55 011.BIIRT AHOCIATU. INC.

~

~

z '

z 0

0

+

g

+

0

~

I FIGURE 2-'

Drawings GINNA/UFSAR Appendix 3B DESIGN OF LARGE OPENING REINFORCEMENTS FOR CONTAINMENT VESSEL Revision 29 11/2020 APPENDI X 3B D R A W I N G S

'-- ---------------- G l l 8 £ R T A 5 SOC 1 A T £ S. I NC. ------------- ----~

3B-69

Figure Drawing 1Reactor Containment Vessel - Equipment/Personnel Access Reinforcement -

Enlarged Sections GINNA/UFSAR Appendix 3B DESIGN OF LARGE OPENING REINFORCEMENTS FOR CONTAINMENT VESSEL Revision 29 11/2020 Figure Deleted Refer to Drawing 0421-0024 Rev. 006

Figure Drawing 2Reactor Containment Vessel - Equipment Access Opening Reinforcement -

Stretch-out & Sections GINNA/UFSAR Appendix 3B DESIGN OF LARGE OPENING REINFORCEMENTS FOR CONTAINMENT VESSEL Revision 29 11/2020 Figure Deleted Refer to Drawing 0421-0022 Rev. 007

Figure I Comparison of H.H. & GAI Results Hoop Stress Resultants Along Horizontal and Vertical Symmetry Axes (Internal Pressure = 69 PSI)

GINNA/UFSAR Appendix 3B DESIGN OF LARGE OPENING REINFORCEMENTS FOR CONTAINMENT VESSEL Revision 29 11/2020 COMPARISON OF HH & BAND GAi RESULTS HOOP STRESS RESULTANTS ALONG HORIZONTAL AND VERTICAL SYMMETRY AXES (INTERNAL PRESSURE = 69 PSI)

""'_....__ ________ ~______,,-----7

<)

ii:

q:,

OILB&RT AAOCIATU, INC.

0 0

q:,

I I

I FIGURE I

Figure Drawing 1Reactor Containment Vessel - Equipment/Personnel Access Reinforcement -

Enlarged Sections GINNA/UFSAR Appendix 3B DESIGN OF LARGE OPENING REINFORCEMENTS FOR CONTAINMENT VESSEL Revision 29 11/2020 Figure Deleted Refer to Drawing 0421-0024 Rev. 006

Figure Drawing 2Reactor Containment Vessel - Equipment Access Opening Reinforcement -

Stretch-out & Sections GINNA/UFSAR Appendix 3B DESIGN OF LARGE OPENING REINFORCEMENTS FOR CONTAINMENT VESSEL Revision 29 11/2020 Figure Deleted Refer to Drawing 0421-0022 Rev. 007

Figure Drawing 3 Large Openings - Pour Schedule GINNA/UFSAR Appendix 3B DESIGN OF LARGE OPENING REINFORCEMENTS FOR CONTAINMENT VESSEL Revision 29 11/2020

~

~

j

.,, :s Oc

0.....
0. ~

(!)...,,

z"'

g iii ii

  • J{J'I'

£).-J

  • JJl'6"
  • .m<r

-J17!* (JIIV'EI! &NT)

E,H

-p,,,

a-4

- - - - - - - -...:-:::-~*:.. - -

EJ.-7

o r,,,,,*

EN EA*I l11'"-

£A-J

- - - - - - - - ~~1,,* - -.

EA-I

__,,.-Hi's1/4' I

E4111P-"Fm ka.J1 l(,lr,N WESTINGHOUSE ELECrRIC CORPORATION ATOMIC POWER DIVISION ROCHESTER GAS & ELECTRIC CORPORATIOH MfC~r tMCTT CIHHA HOCJ,.{JA,-011'£,lt HAT,CW,.UHJrHO. '

LHQe Openi n~s-Pour Schedu le J/j!('

11/*J

~VR

>>z'.c*

I.la fA*I lA*l lll*l lA*J

.U!'t>"

a-,

EA*5

  • $If'~ (JIIJPi() ~)

Fi-I

£1*7 o,1.9 IH El-9 (V4I(

lf/~M 9z II}

il SJ

&J I!,.,

.JS?

Jl'I

..::-!!.-i:

TDTA/ JS1 Ill-I 1

41*1 rt't

.41*4 l',/-J IJ

_ ~195'.1*

.M-1.JJ

!1/,5 it$

l'J-7

~ 18

-- -- -- a,, *.

/JI-I 1'1-1

-.,c-:::-!_80_:_6:_

M1

$8 111-4 J5jo Al-I t1 lflUJIJI Al*.S

- - - - - -~m,,*

.c!!!.,clCIA.<fl AcuJS

!14T(N_

GILBERT ASSOCIATES, INC, OIQIN Hllt$ AND CONSULTANTS H.. PIIIC.,.UN.a, 11155- !13 I SS-ijQ0-659

Retrieved from "https://kanterella.com/w/index.php?title=ML20339A015&oldid=3828329"