ML19067A051

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Revision 24 to Updated Final Safety Analysis Report, Chapter 5, Figures (Redacted)
ML19067A051
Person / Time
Site: Three Mile Island Constellation icon.png
Issue date: 04/06/2018
From:
Exelon Generation Co
To:
Office of Nuclear Reactor Regulation
Poole J C, NRR/DORL/LPLI, 301-415-2048
References
TMI-18-047
Download: ML19067A051 (50)
v • d • e


Text

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 ' 1111111* I L. 1 i l c --'-..... ::-:::::: :::::: ::---;::: -.........::

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,._,., u* .. *** **EMT v* SECTI°"' 2 -Z SECTION 1-1 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 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

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 K/FT MERIDIONAL MOMENTS SHEARS DEFLECTION MERrDIONAL FORCE -786.8 K/fT ..,._ 166.2 I/FT HOOP FORCE TMI Unit-1 Final Prestress at Accident Pressure Update -1 7/82 Fig. 5.2-7 GRADE 305' D. N .,..__.,.

0 II IU *

> vt vt IU
  • t-----.M D. Q ::z . .....__ ... p. 5.FIG-9 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 HOOP FORCE 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) 110 -100 80 60-40-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.

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 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 (+) 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 IO-7-0 so 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 80 60 -so 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 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_ ________________ ,
p. 5.FIG-18 Sim Nuclear TMI Unit-1 Wall and Buttress -Normal Operation Temperature Winter

-1 7/82 Fig. 5.2-17 150-MO -130 -120 -110 -100 IO 60 -30 10 -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

_1* ___ __ p. 5.FIG-20 REACTOR BUILDING SECTION Y. I0.000 SEC. SECTION 1-1 T

  • 10,000 SEC. T*100 °°° ll¥lOO ; ,,,; ;"' ,,,,, ;"' ;"' ,,"' ;"' ,. ,. ,. .,. ,. ..

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 '0 -130-120 -110 -lQO-90-80-70-ilO-50-.. o 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
  1. 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

  1. 3 Update -1 7/82 fig. 5.2-22 4.29 FT*K/FT 150 -140 -130 -120 -110 -100 ao 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 SH EARS DEFLECTION MERIDIONAL FORCE
  • l.82 K/FT -l',96 K/FT .509 K/FT HOOP FORCE TMI Unit-1 Seismic Load -Vertical Frequency
  1. 1 Update -1 7/82 Fig. 5.2-23

.071 FT *K/FT lSO -.013 K/FT 140 -130 -120 -110 -100 80 60 40 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
  1. 2 Update -1 7/82 Fig. 5.2-24

--* 3., .. z 1o*x 2*x ..

  • 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 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 TCNOON p. 5.FIG-27 *e,* END TUBE 7*0.o.x . .rz5 WA.LL,qAJ..V.

SEAL W£LD TRANSITION .OS 98* WALJ.,G>J.V.

11 DRE:SSE:R*

SPLICE.

R'GID .O<OS"

\/. 202"SQ. BEARING Pl.A.Tt. TYP. £A. END '?\ENP BE.FORE. STRESSING ABOVE: 4:,.-

STRCSS\NG .BELOW <l 170W NUT; INSTA.LL AF"TER HEADING *s" END 170W 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 40 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 -.....

-lL. I 90 -z Q ..... 80 --< > w .J 71 -UJ 60 -50 40 20 10 *BS&.9 FT*K/FT MERIDIONAL 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 --130 -120 -.... 110 -w w 100 -.... I z 90 -Q .... < IG -> w ..J w 70 -.. 40 20 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 '° ,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
  • 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 30 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

+ 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 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. 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

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 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<IFT 2 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< sEc 2 1FT A = 1615 FT 2 / =807.5 FT 2 'I I = 906,200 FT4 * --m 3 = 156.8 K SEC2/FT A = 1725 FT2
  • Ay: 862.5 FT 2 I : 187,800 FT 4 * --m 2= 119.1 K SEC 2/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
  • 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"' I' ... -, . ..._ .08 0.1 PERIOD, T (SEC) i.. ""' lo *

,,. 4 Loi '4 " GOLDEN GATE NORMALIZED RESP. "" !"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 . u u _, It: u w e; 2.0 ""t 1.0 0 .01 l l I I 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.; ,. ... ....... "'"

""'"' .... ... . t....-'"" "'

  • r. .. l...o !lo """ ... -. ... 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 RESP. SPECTRUM, REACTOR BLDG. r . . MASS POINTS 3 EL 321 '-0 * ,. 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 TMI Unit-1 Update -1 7/82 Floor Response of Mass Point 4 -Comparison Fig. 5.4-8 10.o ...........

I I 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

.,, . 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 I I 11 I I I I 11 I 11 I I I EL CENTRO RESP. SPECTRUM AT MASS s ......... -.... ' ""'"' ... ... .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 .fill P1rt* QUCU!!. Lill. , I Ill ( MHlllUAll l 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**

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  • H 0 q" ll Jill (/) z 76000 u , p 0 . ' w 75000 w 74000 r <[ 73000 :L t---4 72000 r \ I ' I. ' " I \ 0 f \ I , )' , I 1
  • _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' ,
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  • 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

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