Text

4 to Updated Final Safety Analysis Report, Chapter 5, Figures (Redacted)
	ML19067A051
Person / Time
Site:	Crane
Issue date:	04/06/2018
From:	; Exelon Generation Co
To:	; Office of Nuclear Reactor Regulation
	Poole J, NRR/DORL/LPLI, 301-415-2048
References
	TMI-18-047
	Download: ML19067A051 (50)
	v • d • e

(b) (5)

TMI UFSAR Figure 5.2-2 Deleted

/\\

11 I I I.. I l I I r l I I I.

I I 11111 f /////

I 111111//////

~> I I I I I I 11111/I I I I --~

I I l 7 I I I I I I/Ill//

I I I I I I 11/////

I I I I I I Ill/I//

~-

1 I I I I I 11///// /

~~ I I I I I I II///// I~

I I I I I 1111111*

~

I L.

~

1 i l

~

c

~

i---

t--,_

r--. r-...

I"--

~.....

t:: -

~

r--.

~--

.... ~ - ~ ----

r-- -

i------~=-----=

I

\\

'\\

\\ \\ \\

I I

\\

Y

\\ \\ \\

\\

I T

'\\

\\ \\ \\

\\

'£

'\\

\\ \\

\\

I l

\\

\\ \\

\\

I I

\\ \\ \\ \\

II

\\

I v

I ELEVATKW A-A

/

I I f

.Jo* -

PLAN C-C

p. 5.FIG-4

-L A

\\ I I I I I I I I I l

\\ \\ I I I I I I I I I

\\ I

\\ \\

\\\\

/

\\\\

~~ \\\\I

~,\\\\I

~

=-I. ---

I I

I 1

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 ---

~ -

~

A v

E:LEVATI~ ~-~

~/

____,o PLAN D-D

'1

=

O'-

LOCATION PLAN

~

~~wel,._,.,

u*.. *** **EMT v* ;~

SECTI°"' 2 -Z SECTION 1-1

~Nuclear TMI Unit-1 Update -1 7/82 Personnel and Equipment Access Opening Details Fig. 5.2-3

54.4 FT-K/FT 150 140 130 110 110 100 90 8'1 70 60 -

50 40 30 20 10

~.8 FT-t</FT 0

-68. 3 FT-K/FT MERIDIONAL MOMENTS

p. 5.FIG-5

(-)

- 1.37 K/FT

.0146" SH EA.RS DEFLECTION MERIDIONAL FORC~

21. 1 K/FT

lt1.8 K,.1=T MOOP FORCE l?i ijJ I Nuclear TMI Unit-1 Dead Load 23.7 t<;1=T Update -1 7/82 Fig. 5.2-4

MERIDIONAL MOMENTS SH EARS DEFLECTION MERIDIONAL fORCE

p. 5.FIG-6 HOOP FORCE l<l ijl I Nuclear TMI Unit-1 Initial Prestress Update -1 7/82 fig. 5.2-5

572.4 FT*K/FT

-1050.6 150 FT*KIFT 140 130 120 110

~ 100 w

w 9-0 I

~

~ 80 70 w

~

w 60 50 40 30 20 10 0

471.6 FT-K/FT MERIDIONAL MOMENTS

p. 5.FIG-7

""'*130.57 K/FT

1.186" 45.05 K/FT

. 399*

79.95 KlfT

.C lCU& K/FT SHEARS OEELECTION MER1t>IONAL fORCf

711.9 K/FT

710.9 K/FT

783.7 KIFT HOOP FORCE Id ijl I Nuclear TMI Unit-1 Final Prestress at Operating Condition Update -1 7/82 Fig. 5.2-6

150 uo 130 120 110 I-100 w

w LL 90 Z.

Q 80 I-<

70 w _,

w 60 so 40 30 2-0 10 0

p. 5.FIG-8

1.311"

.... -*Ml" 521.3 FT *K/FT

-~53.7 K/FT MERIDIONAL MOMENTS SHEARS DEFLECTION MERrDIONAL FORCE

-786.8 K/fT

..,._ 166.2 I/FT HOOP FORCE

~Nuclear TMI Unit-1 Final Prestress at Accident Pressure Update -1 7/82 Fig. 5.2-7

GRADE 305'

~

D.

~

N 0

II IU t--~N vt vt IU t-----.M D.

Q

z.

p. 5.FIG-9

~ 0.2~6 IU

vt 01------1-------------------------+--------------------------,..----t Ill

L Q

z

0.246 180° I

300° 360° Id ijl I Nuclear TMI Unit-1 Update -1 7/82 Wind Pressure Distribution Around Outside Surface of Reactor Building Fig. 5.2-8

15>

1<<>

13> -

120 -

no -

100 -

90 80 70 60 -

20 10 0

12--'53 F T-K/f T e.ae J./FT

t........ -

2.2H FT*K/FT 20.0 FT-K/Fl ME RI DION AL MOM EN TS SHE A RS

p. 5.FIG-10

---~ 0.0238 *.

DEFLECTION J.28 K/f T

- 2.21 K/FT J.81 K/FT

.-...---

7-21 k/PT S.96 K/f 't

....,___ * \\." K/fT MERIDIONAL FO~CE HOOP FORCE

~Nuclear TMI Unit-1 Wind Load 6-90 K/FT Update -1 7/82 Fig. 5.2-9

0.00914" 0.02385" 0.01326" ELEV.. 25 '* 0,.

ELEV. 97'*6*"

p. 5.FIG-11 ELEV. 157 '* 0" l?j ijl I Nuclear TMI Unit-1 Wind Load - Radial Deflections Update -1 7/82 Fig.5.2-10

1.50 -

1<<> -

lJ) -

13 -

110 -

100 -

90 -

80 -

70 -

60-

~-

40-l>-

J>-

10 -

0

+

*1.55 FT*K/FT 32.3 FT*K/FT MERIDIONAL MCMENTS SHEARS

p. 5.FIG-12

..--0.0692" DEFLECTION (INCLUDES GUST FACTOR= 1.3)

~-

10.1 K/FT

(+)

33.7 K/FT MERIDONAL FORCE 21., K/FT

(+)

-....- 27.0 K/FT HOOP FORCE 18 ijJ I Nuclear TMI Unit-1 Tornado Loading - 300 MPH Wind & 3 PSI Vacuum Update -1 7/82 Fig. 5.2-11

TORNADO LOAD* RADIAL DEFLECTIONS (JOO MPH WIND & 3 PSI VACUUM)

ONS o.osu ELEV. 97'*6~

ELEV. 25'-o*

p. 5.FIG-13

.0331 ELEV. 157 1*0*

1au11 Nuclear TMI Unit-1 Tornado Load - Radial Deflections Update -1 7/82 Fig. 5.2-12

51.6 _K/FT 150 -

t*O -

1286.6 FT*K/FT 130 -

120 -

110 -

100 -

90 -

IO-70-60 -

SO-40-30-20-10-0

647, 9 FT *K/FT 113.9 KIFT MERIDIONAL MOMENTS SH EA RS

p. 5.FIG-14 0.175" 257 K/FT OE FL ECT ION MERIDIONAL FORCE

.US K/FT

~_1

(+)

51.f K/PT HOOP FORCE Id ijJ I Nuclear TMI Unit-1 Internal Pressure 5 5 psi

(+)

573 K/FT Update -1 7/82 Fig. 5.2-13

150 -

140 -

1479.6 FT *K/FT 130 -

120 *-

110 -

100 -

90 -

IO-7 60 -

so -

40 -

30-20-10*-

0

745. 1 FT *K/FT MERIDIONAL MOMENlS

p. 5.FIG-15

59.4 K/FT o.201n 131.1 K/FT DEFLECTIC>tl 516 K/FT 295 K/FT

(+)

591 KIH HOOP FORCE MER1010NAL FoRce Id ijlJ Nuclear TMI Unit-1 Internal Pressure 63 psi

(+)

Update -1 7/82 Fig. 5.2-14

..-..-- *64.5 K/FT 150 -

140 -

1608 3 FT* K /f T 130 -

120 -

110 -

100 -

90-80 -

70-60 -

so -

40 -

30-20-10 -

0

809.9 FT*K/FT MERIDIONAL MOMENTS SH lARS

p. 5.FIG-16 0.879"

.._, __ 321 K/FT DEFLECTION MERIDIONAL FORCE 560 K/FT

____ _J_

t+)

4t5 K/fT

(+)

.,... __ 642K/fT HOOP FORCE 11 4J I Nuclear TMI Unit-1 Internal Pressure 68. 75 psi Update -1 7/82 Fig. 5.2-15

150 -

1929.9 FT*K/FT 1,0 -

130 -

'10 -

110 -

100 -

90-IO-70-60-SO-

'0-30-20-10-0

971.9 FT*K/FT ME RI DION AL MOMENTS

p. 5.FIG-17 75.2 K/FT

77.4 K/FT 0.262" 385 K/FT 170.8 K/FT SHEARS DEFLECTION MERIDIONAL FORCE t

672 K/FT

_____ -1

(+)

HOOP FORCE

(?1 ijl I Nuclear TMI Unit-1 Internal Pressure 82.5 psi 710 K/ff

(+)

Update -1 7/82 Fig. 5.2-16

SECTION 1-l

_lU:!l':O" L_ ________________

'~*i1Q'g°

p. 5.FIG-18 Sim Nuclear TMI Unit-1 Wall and Buttress - Normal Operation Temperature Winter Upd~te -1 7/82 Fig. 5.2-17

150-MO -

130 -

120 -

110 -

100 -

90 -

IO -

70 -

60 -

50 -

~o -

30 -

20 -

10 -

0-

-136.0 FT*K/FT---..,.,.......__

MERIDIONAL MOMENTS

p. 5.FIG-19

3.82 Ktf=T 6.7.Cl K/FT

~-- 40.2 K/FT SHEARS DEFLECTlON MERIDIONAL FORCE

-- -16.C.6 K/FT HOOP FORCE EUl?]Nuclear TMI Unit-1 Operating Temperature - Winter Update -1 7/82 Fig. 5.2-18

~::..r-* _1* ___ __

p. 5.FIG-20 REACTOR BUILDING SECTION Y. I0.000 SEC.

SECTION 1-1 T

10,000 SEC.

T*100

°°° ll¥lOO

~:*I 6

5 4

3 TYPICAL WALL t VAat;t.TIOlol Of TEMPEIATUllE WITH TIMI, T IN 51CONOS I JOO"f 210 260 140 220 200 llO 160 140 120 100 IO 60 40 JO Id wJ J Nuclear TMI Unit-1 Update -1 7/82 Wall and Buttress - Accident Temperature T = 10,000 aec Fig. 5.2-19

- 152" 150 -

1-'0 -

130-120 -

110 -

lQO-90-80-70-ilO-50-

.. o -

30-1.20 K/FT 20-10 -

0 93.17 FT *K/FT

-5.83 K/FT 1-MERIDIONAL MOMENTS SHE A RS DEFLECTION

p. 5.FIG-21 r-*176"

(+)

72.7 K/FT.1 MERIDIONAL FORCE

_J0.31 IC/FT t

-3U K/FT 6.8 K/FT

~ 1-- 43.2 IC/FT HOOP FORCE

(?1 ijl I Nuclear TMI Unit-1 Seismic Load - Horizontal Frequency# 1 t

-3.-' K/FT Update -1 7/82 Fig. 5.2-20

150-140-uo-120-110-1*-

90-80-70-60-50-AO-30-20-10 -

0 13.87 FT*K/FT 3.80 KIF

.36 K/PT MERIDIONAL MOMENTS SHEARS

p. 5.FIG-22 OE FL EC TION

1.6 K/FT a.---. 13.1 K/FT

--1 J--- -5.3 IC/FT MERIDIONAL FORCE

....,---7.0 K/FT

--1 1-- 15.8 IC/FT HOOP FORCE Id ijl I Nuclear TMI Unit-1 Seismic Load - Horizontal Frequency # 2 t

9.9 KIFT Update -1 7/82 Fig. 5.2-21

.669 FT *KIF T

.047 K/fT 150 -

1.40 -

130-120-llO -

100-90-80-70-60-50-

-'0-30-20-10-0

-- *.473 FT*KIFT

-.029 K/FT MERIDIONAL MOMENTS SH EARS

p. 5.FIG-23

.218 K/FT

-.000252"

(+)

-~.._ __

..,..._..._.348 K/FT DEFLECTION MERIDIONAL FORCE

.41 KIFT HOOP FORCE Id ijl I Nuclear TMI Unit-1 Seismic Load - Horizontal frequency #3 Update -1 7/82 fig. 5.2-22

4.29 FT*K/FT 150 -

140 -

130 -

120 -

110 -

100 -

90 -

ao -

70 -

60 so 40 30 20 10 1.2-1 FT*KIFT 0

MERIDIONAL MOMENTS

p. 5.FIG-24

.20 K/FT

.00061"

.00617"

.10 K/FT

-2.79 ~/FT SH EARS DEFLECTION MERIDIONAL FORCE

l.82 K/FT

- l',96 K/FT

.509 K/FT HOOP FORCE

~Nuclear TMI Unit-1 Seismic Load - Vertical Frequency # 1 Update -1 7/82 Fig. 5.2-23

.071 FT *K/FT lSO -

.013 K/FT 140 -

130 -

120 -

110 -

100 -

90 -

80 -

70 -

60 -

50 -

40 -

30 -

20 -

10 0

MERIDIONAL MOMENTS SHE AR5

p. 5.FIG-25

.000308"

192 K/FT

.000057"

.0..7 K/FT

-.0000098"

.,+)

.042 KIFT OE FLECTION MERIDIONAL FORCE

~.020 K/FT HOOP FORCE ldullNuclear TMI Unit-1 Seismic load - Vertical Frequency # 2 Update -1 7/82 Fig. 5.2-24

3., ~..

z e.1~s xix~-s 1o*x 2*x z~o..

CTYP)----.~-~.....;""-...,..._._--~'D 3'-

I 11 CRAN£ RAIL SUPPORT

{32 REQ'o) l?J ijl I Nuclear TMI Unit-1

p. 5.FIG-26 Typical Crane Bracket Detail

~-.3~2*.1*x s*ce.s.> ';0 RI E) ct STIFFENER Ft<B.S.

Update -1 7/82 fig. 5.2-25

now COMPOSITE WASHER l='°\\£.LD lt-JSTALL A.FTE.R PL~CING TCNOON

p. 5.FIG-27

e,* END TRUMPL~TE TUBE 7*0.o.x..rz5 WA.LL,qAJ..V.

SEAL W£LD TRANSITION "F'UNNE~

.OS 98* WALJ.,G>J.V.

11DRE:SSE:R* SPLICE.

4~--o.o. R'GID CONDUIT---

.O<OS" W1'LL,~~L. \\/.

202"SQ. BEARING Pl.A.Tt.

TYP. £A. END

'?\\ENP BE.FORE. STRESSING ABOVE: 4:,.-

AF"T~ STRCSS\\NG.BELOW <l 170W WASl4E~ NUT; INSTA.LL AF"TER Fl~LD HEADING *s" END 170W W~\\-\\£R; SHOP tNST/i'...LL l?j ijl I Nuclear Tiii Unit-1 Typical Tendon Assembly Update -1 7/82 fig. 5.2-26

150 -

140 -

130 -

120 -

111 -

100 -

w w

u..

90 -

z Q

80

w 7G -

...J w

60 -

51 -

40 -

30 -

20 10 o-

1.290"

,333*

435.4 FT.. K/F T

37.SK/FT MERIDIONAL MOMENTS SHEARS DEFLECTION MERIDIONAt. FORCE

p. 5.FIG-28

734.7 K/FT

'41..3 K/FT HOOP FORCE Id ijl I Nuclear TMI Unit-1

.,.. __

786,0 K/FT Update -1 7/82 Dead Load+ Earthquake+ Final Prestress At Operation + Operating Temperature Fig. 5.2-27

uo -

2258.3 FT *K/FT 140 -

130 -

120 -

110 -

~\\DO -

lL.

I 90 -

z Q

80 -

w

.J 71 -

UJ 60 -

50 40 -

30 -

20 10 -

0-

~

BS&.9 FT*K/FT MERIDIONAL MOME~TS SHEARS

p. 5.FIG-29 416.2 K/fl

~

377.1 K/FT

164.7 K/FT

-093" 85.9 K/FT

262.4 K/FT DEFLECTION MERIDIONAL FORCE HOOP FORCE 8il!]Nuclear TMI Unit-1

-900.1 K/FT

316.4 K/FT Update -1 7/82 Dead Load + Prestress + 1.15 Accident Pressure Fig. 5.2-28

150 -

I~ -

130 -

120 -

110 -

w w

100 -

I z 90 -

Q IG -

w

..J w

70 -.. -

50 -

40 -

30 -

20 -

10 -

0-

~

2086.7 FT-K/FT 495.7 FT *K/FT

. 048"

1405.5 FT*K/fT z4 200.4 K/FT MERIDIONAL MOMENTS SHEARS DEFLECTION

p. 5.FIG-30 MERIDIONAL FORCE

267.8 K/FT

180.0 K/FT HOOP FORCE ld CJl J Nuclear TMI Unit-1

993.4 K/FT

582.2 KIFT Update -1 7/82 Dead load + Prestress + 1.5 Accident Pressure

+ Accident Temperature fig. 5.2-29

1.SO -

1'0 -

130 -

120 -

110 -

w 100 -

w LL

z 90 -

Q

~

80 -

w

..J 70 -

w

'° -

50 -

,0 30 -

20 10 0-414.8 K/FT

1847.8 FT *K/FT

168.0 K/FT 505.0 FT-K/FT

-1052.9 170.0 K/FT FT-K/FT MERIDIONAL MOMENTS SHEARS

p. 5.FIG-31

O'O" DEFLECTION MERIDtONAL FORCE

-332.4 K/FT

-897.3 K/FT

~7.1 KJ1=T

227.2 K/FT HOOP FORCE Bil!] Nuclear TMI Unit-1 Update -1 7/82 Dead Load + Prestress + 1.25 Accident Pressure

+Accident Temperature+ 1.25 Earthquake Fig. 5.2-30

150 -

140 -

130 -

120 -

110 -

I-100 -

w w....

90 -

I z Q

I-

~ 80 -

w 70 -

_J w

60 -

so -

40 -

30 -

20-10 -

o-MERIDIONAL MOMENTS

p. 5.FIG-32 413 K/FT

-.363"

-2951 FT-K/FT

-162 K/FT 97 K/FT

-.022" St-+EARS DEFLECTION

-405 K/FT

-912 K/FT

-453 K/FT

-137 K/FT MERIDIONAL FORCE HOOP FORCE Id ijJ I Nuclear TMI Unit-1 Update -1 7/82 Dead Load + Prestress + 1.0 Accident Pressure

+ 2.0 Earthquak~ + Accident Temperature Fig. 5.2-31

p. 5.FIG-33 N,=(Jjr f f f f t I ~~~ I

~

Id ijl I Nuclear TMI Unit-1 Critical Buckling Stresses Update -1 7/82 Fig. 5.2-32

p. 5.FIG-34 1?1 ijl J Nuclear TMI Unit-1 Anchor Loads Update -1 7/82 Fig. 5.2-33

TMI UFSAR Figure 5.2-34 Deleted

%" LINER PLATE L 3x2xY.t @ 1 '-6"

., 4 2*-0*

" LINER PLATE SEE DETAIL "A"

p. 5.FIG-39 TEST CHANNEL

}4" LINER PLATE

ST 4 WF (BY OTHERS)

SEE DWG. E-521-006 SECTION B-B (E-521-030)

TRANSITION DETAIL NOT TO SCALE

'b I

b ELEV. 281'-0" SEE BOTTOM JOINT DETAIL ELEV. 281 '-0" I

I I

CONCRETE FLOOR I

I I

I SELF-EXPANDING CORK MAIL EXPANSION JOINT FILLER CODE 4324 (W.R. GRACE CO.)

A TI ACH TO LINER PLATES AS SPECIFIED BY MFG.

I ELEV. 279' -o*

DETAIL "A" AmerGen TMI -

UNIT 1

~

x 0

0::::

Cl.

c(

UPDATE -

15 4/00 BASE-CYLINDER JUCTION LINER DETAIL CAD FILE: 6709R15.DWG Fig. 5.2-35

TMI UFSAR Figure 5.2-36 Deleted

TMI UFSAR Figures 5.3-1 through 5.3-5 Deleted

(b) (5)

LA5T n AGE WHEEL MISMLH FRAGMENT WEIGHT IMPACT AREA (FT2)

FINAL FINAL DEPTH OF PENETRATION ANGLE (POUNDS)

SIDE ON END OH ENERGY VELOCITY SIDE ON END ON 900 4458 6.83 3.17 1S.I

10'

.uM.0 S.4'S" 11.8" (FT-I) 120° 5944 1.37 3.66 20.S

10' 447.3 S.6" 12.8" (FT. f) 180° 1916 9.66 4'.83 17.2. 10' 351.0 S.O~"

10.1" (FT* f) i: !m 12 0

m "V

-4

""D c

x:

=* z 0

I *.. &

I_

"V m

z I

m

I

-4

~ 6

~

-4 0

SIDE ON z

z 2 m

~

c

~

"Cl

~*

a.

f>>..

~

GO I

I N

N...

0 90 FRAGMENT ANGLE (DEGREES) 135 180

REACTOR BUILDING INTERIOR CONCRETE:

p. 5.FIG-50 2" STRUCTURAL D*MPING E = 576,000 l<IFT2 0.5" EQUIPMENT DAMPING II = 0.25 ELEV. 365 1-6"--

--m5=50.8 I( SEC21FT ELEV. 3"6 1-0 "--

ELEV. 321 1-0"--

ELEV. 309 1-0"--

ELEV. J<M'-6"--

ROCiC A = 1057 FT2 A = 528 5 FT2

'I I = 35\\800 FT4

__,.4 = 201.6 1< sEc21FT A = 1615 FT 2

/

=807.5 FT2

'I I = 906,200 FT4

--m3 = 156.8 K SEC2/FT A = 1725 FT2 Ay: 862.5 FT 2 I : 187,800 FT4

--m2= 119.1 K SEC2/FT A = 1725 FT2 A'/= 862.5 FT2 I = 817,800 FT4

--m 1 = u2.J K SEc21FT A = 19Q3 FT2 Ay = 951.5 FT2 I = 735,700 fT4

~Nuclear TMI Unit-1 Lumped Mass Model of Reactor Building Update -1 7/82 Fig. 5.4-3

u u < _,

~

t-u..,

IL.,,

0.5 o...

0.3 0.2 0.1 0

0.01 I

THREE MILE ISLAND - UNIT NO. 1 CRITERIA RESP.

I

$PECTRUM (2" CURVE)...._

~

.02

.06

p. 5.FIG-51 P'I' I

',IOI I

J J

~

tltllll i..r"'

1~

I'... -

.08 0.1 PERIOD, T (SEC) i..

lo

,~IOI 4

Loi

'4 I~

GOLDEN GATE NORMALIZED RESP. SPECTR~~ ~

!"Iii

~""'

Iii

~.

\\

~

l"I EL CENTRO NORMALIZED RESP. SPECTRUM

~.

0.2 o...

0.6 o.a 1.0 l?j ijJ I Nuclear TMI Unit* 1 Ground Response Spectra - Comparison Update -1 7/82 Fig. 5.4-4

5.0

.C.0

~3.0 u

u

~

It:

~

u w e; 2.0 ""t 1.0 0

.01 l

l I

I I

I I I I l I I I 11 l 11 1 I 11 I I I I I II l II 11111111:IIHmmlJ l l I I I I I 1111 1111 I I I I I I I I l I I I I I II I I l I I I I II I I I I Ill l l I I I Ill I II

~ r RESPONSE SPECTRUM BY THE METHOD OF BIGGS AND RO ESSET WITH UNSMOOTHED GOLDEN GATE PARK GROUND SPECTRUM A SINPUT I

I

.uMol

- FLOOR RESPONSE, REACTOR BLDG.

MASS POINT 1 EL 30* '-6 *

" ' I' GOLDEN GATE RESP. SPECTRUM AT MASS 1 Iii

. ~

li

.... ~

I I I I

I I 1 11 1111 I

!..ii I I I

I I I 111111

~

EL CENTRO RESP. SPECTRUM AT MASS 1 I"'..

~"'

L;I

~

I.;

~

~lo"'

.~

~

"~.

t....-

r. ~.. l...o

!lo i"'~

~

.~...

111111 1111111111111 I

.02

°'

.08 0.1 0.2 o...

PERIOD, T (SEC.)

p. 5.FIG-52 0.6 0.1 1.0 18 ijl I Nuclear TMI Unit-1 Updnte -1 7/82 Floor Response of Mass Point 1 - Comparison Fig. 5.4-5

5.0

... o 3..0

... u u

.-( _, *

t-u w

9i 2.0 1.0 0

.01 I

11 11 I I I I I 1111 I If I 1111111111111111111111 I

I 11111 I I

I I I 11111 I IU 111111111111111111 11111

~* RESPONSE SPECTRUM BY THE METHOD OF BIGGS AND ROESSET WITH UHSMOOTHED GOLDEN GATE PARK GROUND SPECTRUM AS INPUT

.... FLOOR RESPONSE, REACTOR BLDG *

-- MASS POINT 2 EL 309 '-0" i

' ' '\\.

GOLDEN GATE RESP. SPECTRUM AT MASS 2 l'°H*"'

I" t

I I

11 1111 I I"

I I

I 11 I

1111 I

_ EL CENTRO RE'SP. SPECTRUM AT MASS 2

..o"'

IOI

-~

11111

~

i.o*

~

11111

~~ *'

'Ill 11111 c....

~-

11111

.02

.o.c

.08 0.1 0.2 o..c PERIOD, T (SEC.)

p. 5.FIG-53 mm 0.6 0.8 1.0 18 ijl I Nuclear TMI Unit-1 Update -1 7/82 Floor Response of Mass Point 2 - Comparison Fig. 5.4-6

5.0

... o 0

u 4(

...J 4(

u II.I A.2.0 1.0 0

.01 I

11 11 J

I fl lllllllllllllllllllllll llllllllll.

11 111 11 I

II 11111111111111111111111 1111111111 Ii.

RESPONSE SPECTRUt4 BY THE METHOD OF BIGGS AND ROESSET WITH UNSMOOTHED GOLDEN GATE PARK GROUND SPECTRUM AS INPUT

~FLOOR RESP. SPECTRUM, REACTOR BLDG.

r

~..

~'

MASS POINTS 3 EL 321 '-0

1*~,. Iii.:

.MUM I,

\\

"" GOLDEN GATE RESP. SPECTRUM AT MASS 3 1

- EL CENTRO RESP. SPECTRUM AT MASS 3 Iii

'!I

~

I' lllo I

~-

r-... _

1.

...~

"II"'"

II 1.1

.02

.06

.08 0.1 0.2 o...

PERIOD, T (SEC.)

p. 5.FIG-54 I

0.6 0.1 1.0 Bir!) Nuclear TMI Unit-1 Update -1 7/82 Floor Response of Mass Point 3 - Comparison Fig. 5.4-7

p. 5.FIG-55 10.0 8.0 6.0

.. u u c

..J c

a:...

u

~ 4.0 2.0 0

.01 11111 I

I I I llll llllllllllllrn111111111 11 I II II I I

I I

I I 11111111111111111111111111111 RESPONSE SPECTRUM BY THE METHOD OF BIGGS AND ROESS ET WITH UNSMOOTHED GOLDEN GATE PARK GROUND SPECTRUM AS IN PUT FLOOR RESP. SPECTRUM, REACTOR BLDG.

MASS POINT.. EL U6 '-0 *

,,,, GOLDEN GATE RESP. SPECTRUM AT MASS 4 l

1..o1""

111 II I I I I

I 111 II

.J....

11 II I

I I

II

\\...

EL CENTRO RESP. SPECTRUM AT MASS 4

!"ii..

L..11""

L*o l"I -

I" I'll

.02

.06

.08 0.1 0.2 0.4 PERIOD, T (SEC) 0.6 0.8 1.0

~Nuclear TMI Unit-1 Update -1 7/82 Floor Response of Mass Point 4 - Comparison Fig. 5.4-8

10.o........... """"'""""",..,..~1l"'l"'P~""""'"""""1~"'"""'"""""""""~1~...,..~,"""'"l"!"!r~~i~:1~1'~~1i~'r~1.~il~r1~m,,~111m11~."llffil'~*"""

I I

I I ' I.111111 i 1111'IIII:11 ii r

_ _ RESPONSE SPECTRUM BY THE METHOD OF BIGGS AND ROESSET WITH t-+-+-+i_._I+

ai--+--+-+--+-+-UNSMOOTHED GOLDEN GATE PARK GROUND SPECTRUM AS INPUT I

-- FLOOR RESPONSE SPECTRUM, REACTOR BLDG. HTTlllUITI

~

=-+-+-+-+-+-+ MASS POINT 5 EL 365 '-6 *

.. u u

c _.

c Ge...

u

~,.o,..,...,...,""'1"""1r-t-1t-t"1"'t"t'1'"Hi""t"t"ttt-t'-t"'-t-1-Ht-t-it-H-t-+++1+++++++++++1i+++<H++-~~Ht++

p. 5.FIG-56 I

l

-+-*>-+-+-+-1H.. -+GOLDEN GATE RESP. SPECTRUM AT MASS S*

I I II I

I I I

I I

llllll i'

~

l"'lr' 11 I

I I

I 11 I

I I I 11 I 11 I I I

-1""".....-T1c'1'~~~ EL CENTRO RESP. SPECTRUM AT MASS s ~~t+++~i++-

~.........

~ -.... '

.08 0.1 0.2 o.,

0.6 PERIOD, T (SEC.)

o.a 1.0 Id ijJ I Nuclear TMI Unit-1 Update -1 7/82 Floor Response of Mass Point 5 - Comparison Fig. 5.4-9

COl tll 111111 2 COl COi.* 4 COl.11111 5 COl.Ulll I CM.I.ell 1 Clll* I I

J

~

l!lilll1 m.mJ.JL

~

UIWlC STIUS

~1

1

.fill P1rt* QUCU!!.

Lill.

!~

, I Ill ( MHlllUAll l

~I Cl:.UtPll!I!! Of l!ll!J!l Sl1Pf l RflllLOAO

'"'l L 1*

\\Sfl SHC.

fM flla CODt PAil Ii I

W Ii

' - l i

r TMllM.

Sl ISllC 1123hll llliCf 111 l!llCrt*

smss smss AMAi. YS! S Allll '51 S

<PSI I l PS I J.

(PSI I -

t'll)

en **,... - llSCllHCI 3.... Z u....

SS-HZ-IM 11-311-111-1

-3 TYPI Jl4 J,111 1,411 (II)

UH 21 124 Mii STUI* r* STUI u-...1

....... ~.

I-HZ-ID-I l,JZI UI (24)

I J.111 1

1.111

-M lllll&T** A, Tl I.I. *U 111-1

&a. I

..... Mii S'IUI AW SllY WIZ-111-Z MIZ-112-4 I, JZI 124 (I)

I 2,Zll I

2,214

- Mlll*I, Tl I.I. l&ll

&a. I

ai'9Uiliir1a AU-11

-u ----**

&PPLICULE w12-1*

1,UI 1,m <H>

21 1,141 11 1,112

-II KCH *&T Cl-CTCU IU. IUll 111-1

&1-...1 Ill 11-312-111 l,4M (31) 21 l.J14 II.....

,.... _!-:f'll

c..a IMIA

- I AlfllCUU i

&1-...1 11-311-114-1 SS-312-114-Z 4,111 1.au

H ZI 1.111

..a......... _.Tl...

..... ** I i

...... "NL** a1w1 mK. f.t.

-.1 ll.... 1 ss-a12--.1 IS-311-111-2 4,MI 1,111 (H)

H 4,UI II 2,HI

,_ ltlCIUIE Tl *AKI

. I

~lt-Z Ul2-lil C-312-111 C-312-111 1,231 (II)

II 2,371 4

1*

TYf'lH4 KAC1* *Hll*

~lt-Z U12-14 t-Hil-121 w12..a1 l,JM (11) 11 1,121 II 1,311

-11 SPIAYtl*ft TYPI 114

LIM ** CU. I. f..

.,..., &1-...1 1-Hl-U2 1,JJI Z,4tl<H>

H 1,111

...... !Bf UCIYlllS Tl P9I

a. I ll'ft.IC&lll 11.- *.r. 1111a~11* r1ro*

11511-:

Ul2-14 Ill WIZ-lil4-2 2.*

z.* <2>

12 IZ Ill 19-.tl,.. Pl*I. n12 Tl I.I ** cm."

TYPE 314 Al'ft.IC&lll IUCl* Cl9Mll l* PIP1*

I" Hll *. 11 I I 11 111 1J,tll J,JM 1,111

-IATA F.. I.I I. Cl.

&1* *. c

p. 5.FIG-57 Ck*I HI.IC UIUI 11.lllE*lllllHll

(-1 UUE II I... ll Ii I. I Ii

' - r i **cu*

i llHCllll IPSO -

<PS1 l

J,*

H.....

I....

I 1.1*

I 4,111 I

4.4*

H J **

II 1,114 n

11,111 JI 1.111 n

II, 121 II 1.111

4,n2 II *.111 4

1.1*

II.....

II 2.1*

H 11.114 u

1...

u 1.111 Ck* 11 CILlllll 11 CllUlll 12 SllllM...!.!!!..!

.l!lL-.i!.

.!!!.!!Ill.

rll!l!I! IIIUIU P111&n smms

!.!!f!!!!U!!!!!

tUllS: I.... Ullin&IEJ

~IASIS: 1.121 UITllllllAI( 1 NUSlllE !CIL. I>

ptUWI( ! Cll.. I l *

!IPAllSIOll Ill.

STIUS IHllllil 1Cll. 71

IUILIAll !CIL. 11 *'

llllllC S*SS (Clll 11 POllT 1PSI l SEIUIC mus (Cll. 11 Sf (4 l lPSIJ (fSI I 1 *. 1n 11~111 14 z.*1 11,141 13,111 I

11, JIJ II, 111 I

11,Jll -

1,141 12.*

&Pft.ICA&E 1.111 14,1*

&Pft. ICAILI n.*

n DI 11,HI 11...

n Ill a.m I

4,IU 1,111 1.1*

I 4,211 11,114 11,111

&f'PllCMU Ill l,DI

&Pft.iCAILE 11.1...,::

ZZ,4*

21...

IHTES.

I, USAS (Mllll Ul.1.'-1111 COil F* PlfSS*\\ PIPllC.

Z fl* PMA.!12.J.2

CGIE FM PIEISYlf P!PllC.

COlUlll I J c** **

~ilil!lil.

ALL*&lll Jl!!ll&L

!!!ill STHSS 1PS1 I (PSI) 5,,21 1.2 S11 21,111 11.*

11,HI 11,111 21...

11...

am..-i....

111 APPLICARE

, 11.*

n.*

11...

n.1*

11...

11.111 11.*

11,111 Al'Pl IC&ILE 11.*

APPLICA*f 11,111

M T11Al ACTl&l tml*I 111ESSES.. 41,111 l'l... &eeml* 11 ISl.J

- mu ALl*U c**** ITIHI II 12,1* PSI

ACCml* Tl 111.1 J.,. uun * -.su llllU a-1 um 1-z Of 1:111 flll,.ss*l """*

4, SJl PMA, ltl.1.4 11 l:tll fll PlfSSUIE Plfllll 1'1 ijl I Nuclear TMI Unit-1 Update -1 7/82 Summary Tabulation of the Piping Stresses for Seismic Class 1 Piping Fig. 5.4-10

87000 0

86000 85000 84000 0

lll 83000 0..

'-/

82000 I

I.

0 r

81000

~

0 z

80000 w

~

r 79000

(/)

78000 w

_J 77000 t---4

,.. \\

I ~

I I I

0

\\ ).

H 0

q ll Jill

(/)

z 76000 u

~,

p 0

~

w

~ 75000 w

74000 r

<[

73000

L t---4 72000 r

\\

I I. '

I~

I \\

0 f \\

I,

)',

I 1

I~-

_J

J 71000 70000 69000 68000 0

5 10 15 20 25 30 35 40 p.5. FIG-58 0

J 1f I,

0 J

\\

I I j'

~ J

\\ ' I 0

j I~

I I

0 1*

~

I V'

I 0

o.*,

45 50 55 60 65 70 I I j

.--1 1t J

I

I 75 80 I ~

I. '

0 I *

"~

0 85 90 95 Id tJ) I Nuclear TMI Unit 1 Cadweld Tensile Strengths Update - 1 7/82 Fig. 5.5-1

j i

p. 5.FIG-59

.~.. "'.

~

i1 TYP. S CTION THRU W LL & DOME llllllT llllll SECTION 1-1 DETAIL A 0

....rfNO.I Id ijl I Nuclear Tiii Unit-1 Containment Vessel Details Update -1 7/82 Fig. 5.6-1

TMI UFSAR Figure 5.6-2 Deleted

ML19067A051

Text

Navigation menu

Search