ML16295A274

From kanterella
Revision as of 06:19, 16 September 2018 by StriderTol (talk | contribs) (Created page by program invented by StriderTol)
(diff) ← Older revision | Latest revision (diff) | Newer revision → (diff)
Jump to navigation Jump to search
010-05 Containment System and Other Special Structures-Figures - Redacted
ML16295A274
Person / Time
Site: Three Mile Island Constellation icon.png
Issue date: 10/21/2016
From:
Exelon Generation Co
To: Justin Poole
Plant Licensing Branch 1
Poole J , NRR/DORL/LPLI-2, 415-2048
Shared Package
ML16127A520 List: ... further results
References
Download: ML16295A274 (50)
v • d • e


Text

{{#Wiki_filter:TMI UFSAR

Figure 5.2-2 Deleted Update-1 7/82 Personnel and Equipment Access Opening Details lai!l Nuclear TMI Unit-1 2-Z LOCATION PLANu*..****. SECTION I-IPLAN 0-0.------___SO---A\II1I I 11II 1\\!IIIIIIII""\\I[71 I IIII"I/1IIII1\\1IIII1 II1III1111I 11-L.LJIl---L---_I--'-=L---l---l-----::....... I---I----l---I----t:: t::::I---I---....-=....J-_I--r w....-I I , 0'-I f">I I I A A-V--_._----//f-'0°_PLAN C-C A rIT Y I1I l IV 1 1 I/I'1111111'1////11111111/1// /I 11111111//// III-I-+-I/j I II 111111///IIIII 11/1////I1III I 1111///1I 1 I 1 I 1111////I I III I IIIIIII I 11/11/'t f---.o""-I----r---..c I---I-t-'"-I...r=:::::I--f=:::: I---I-t-t;:::-I...I'"'-I-t--r--r-.::I---::::::: r--.!"------1--1-----.....;:::::rw-\\\,\\\\r'"-\"\\\\\r'-'\1 ,\,\\\1 , ,\\\T\,\\'I'"""\\\\V I ELEVATIl*A-A p.5.FIG-4 Fig.5.2-3 21.1 K/FT 23.71<11=T.....-.-4034 K/FT.-1H.8 kl1=T 54.4 FT-K/FT 150 140 130 110 110 100 90 8()70 60-50 (e)40 30 20-1.37 K/FT.0146" 10:E.8 FT-K/fT 0-68.3 FT.K/FT MERIDIONAL MOMENTS SH EARS DEFLECTION MfAIDIONAL FORei HOOP FORCE la:im Nuclear TMI Unit-1 Update-1 7/82 p.5.FIG-5 Dead Load Fig.5.2-4 MERIDIONAL MOMENTS p.5.FIG-6 SHEARS DEFLECTION MERIDIONAL fORCE HOOP FORCE Em!J Nuclear TMI Unit-1 Initial Prestress Update-1 7/82 Fig.5.2-5 572.4'"-130.57 K/FT-711.9 K/FT FT-KiFT 150 45.05 K/FT 140 130 120 no100 w W LL 9(),80>70 ww 60 50*783.7 KlFT 40*.399-30 20 to D 471.6 FT-K/FT*79.95 KIfT*410..48 K/FT MERIDIONAL MOMENTS SHEARS DE.fl Eel ION MER1t>IONAl fORef HOOP FORCE la]1]Nuclear TMI Unit-1 Update-1 7/82 Final Prestress at Operating Condition p.5.FIG-7 Fig.5.2-& ...-166.2 11FT-786.8 K/FT-453.7 K/FT'-"'_-83.4 K/FT......,j.......:J:I........... '"-144.3 K/FT 49.8X/FT 521.3 FT-K/FT 150 140 130 120"0100 w w u.90*z Q 80<>70 w-'w'0 SO 40 30 20 10 0 MERIDIONAL MOMENTS SHEARS DEFLECTION MERrDlONAL FORCE HOOP FORCE 0i!l Nuclear 1MI Unit-1 Update-1 7/82 Final Prestress at Accident Pressure p.5.FIG-8 Fig.5.2-7 GRADE 305'D-N 1---" o II IU1---"IU G-O Z*1-----1": 0.246 IU ...*D-o Z;0.246[[il!l Nuclear TMI Unit-1 Update-1 7/82 p.5.FIG-9 Wind Pressure Distribution Around Outside Surface of Reactor Building Fig.5.2-8 KlfT 3.81 lIfT-2.21 liFT e.88 12.453 FT-K/FT---......---.2.274 FT*K/fT 1SO 1<<>1])-120no100-....-...-0.0238'0 (.)..-...----7*21 k/PT 90 80.-......-*\." KlfT 6*90 KIFT 5.96 liFT.--........-...._t------1.77 K 1FT 20.4)fT-K!Fl 70 60 20 10 o ME RIDIONAL MOMEN TS SH EARS DEFLECTION MERIDIONAL. HOOP FORCE BimNuclear TMI Unit-1 Update-1 7/82 Wind Load p.5.FIG-IO Fig.5.2-9 0.00914" ElEV..25'*0" 0.02385" ELEV.97'-6'" 0.01326" ElEV.157'-0" p.5.FIG-l1 Bir!lNuclear TMI Unit-1 Wind Load-Radial Deflections Update-1 7/82 Fig.5.2-10 1SO-1<<)-11)-13--5.5 K/FTK/FT (+)110100- -7.55 FT-K/FT"'--0.0692" (-)-.......... --10.1 K/FT....-27.0 K/FT 33.7 K:/FT-.....-1.19 K/FT....._O.J)K/FT 32.3 FT-K/FTJ)-o 10-40-70-5)-80-MERIDIONAL SHEARS DEFLECTION (INCLUDES GUST FACTOR=1.3)MERIDONAL FORCE HOOP FORCE B:im Nuclear 1MI Unit-1 Update-1 7/82 Tornado Loading-300 MPH Wind&3 PSI Vacuum p.5.FIG-12 Fig.5.2-11 TORNADO LOAD*RADIAL DEFLECTIONS (JOO MPIf WIND&3 PSI VACUUM)ON5 0.05'4.0331 p.5.FIG-13 ELEV.25'-O* ELEV. ELEV.157'-0*BiI!l Nuclear TMI Unit-1 Tornado Load-Radial Deflections Update-1 7/82 Fig.5.2-12 573 K/FT t<<8 K/FT 51.6,K/FT ISO-1..0--1286.6 FT-K/FT 130-120-257 K/FT 0.175" 110-100-90-(+)5141(/PT 10-70-60-50-..0-30-20-10-0 (.)-647,9 FT-K/FT 113.9 K/FT HOOP FORCE MERIDIONAL MOMENTS SH fA AS DEFLECTION MERIDIONAL FORCE lai!l Nuclear 1MI Unit-1 Update-1 7/82 Internal Pressure 55 psi p.5.FIG-14 Fig.5.2-13 t 516 K/FT

  • 59.4 K/FT 150-*382 K/FT 140-1479.6 FT*K/FT 130-120.-295 K/FT 0.201" 110-100-90-10-(+)591 KIM"]-()-60-50-40-30-20-10*-0 131.1 K/FT*745.1 FT*K/FT HOOP FORCE MERIDIONAL MOMENTS DEFLECTlott MERIDIONAL FORCE B:iI!]Nuclea, TMI Unit-1 Update-1 7/82 Internal Pressure 63 psi p.5.FIG-15 Fig.5.2-14

-4'5 K/fT"'-1'---642 K/fT (+)HOOP FORCE f 560 K/FT_____-.1.---321 K/FT 0.879"..----64.5 K/FT-16083FT-K IF T (.)--..... K/FT-809.9 FT-K/FT so-40-30-70-20-60-10o 80-90-130-150-140-100-120-110-MERIDIONAL MOMENTS SH lARS DEFLECTtON MERIDIONAL fORCE[aENuclear 1MI Unit-1 Update-1 7/82 Internal Pressure 68.75 psi p.5.FIG-16 Fig.5.2-15 t 672 K/fT 75.2 K/FT-77.4 K/FT 150--497 K/FT-1929.9 FT-K/FT-130-0.262" 385 K/FT'10-110-100-90-(+)7J1O KIF'10-70-60-50-40-30-20-10-0 170.8 K/FT-971.9 FT-KIFT MERIDIONAL MOMENTS SHEARS DEFLECTION MERIDIONAL FORCE HOOP FORCE mil!l Nuclear TMI Unit-l Update-1 7/82 Internal Pressure 82.5 psi p.5.FIG-17 Fig.5.2-16 p.5.FIG-18.u.....1<<).-iUJl:O'80" tp" 10*Id SECTION 1-1 B:imNuclea, TMI Unit-1 Wall and Buttress-Normal Operation Temperature Winter -1 7/82 Fig.5.2-17 6.743 K/FT-3.82 Ktf=T.--383.7 FT-K/FT 150wo130-120110lao-10-7050- K/FT.---164.6 K/FT-136.0 FT-K/FT-_........"...-_40-100-30-MERIDIONAL MOMENTS SHEARS DEFLECTION MERIDIONAL FORCE HOOP FORCE ..r 1MI Unit-1 Update-1 7/82 p.5.FIG-19 Operating Temperature -Winter Fig.5.2-18 Update-1 7/82 0]!]Nuclear TMI Unit-l Wall and Buttress-Accident Temperature T=10,000 aec 210 200 220 20 110 260 100 140 120 60 10 T*NOO 6 oS*3 TYPICAL WALL I VAa..TtOIot Of TE",,'EIATUIE WITH TIME.T IN SECONOS I!I I l.£I!i*...k i I t*11 vr V/.'VJJ",'"",'" 1;"'j.-","," ,,'"",'"",'"",'"i 7*7*7*7*,.7*'"'..I:: '...I'..I!!.*!!,'.'*. tl OIl(.,.7 SECTION 1-1T*10.000 SEC. EACTOR BUILDING SECTION T-10.000 SEC.p.5.FIG-20 Fig.5.2-19 I --10.31 K/FT tK/FT**152* K/FT 150--130-120-110-lao-90-80-6.8 K/FT 70-50-30-1.20 K/FT (+)20-10-0..93.17 FT-K/FT-5.83 K/FT I...1I--43.2 KlFT 72.7 K/FT MERIDIONAL MOMENTS SH EARS DEFLECTION MERIDIONAL FORCE HOOP FORCE tmmNuclear TMI Unit-1 Update-1 7/82 Seismic Load-Horizontal Frequency#1 p.5.FIG-21 Fig.5.2-20 -1.6 KlFT t-9.9 KlFT 14.9 KlFT---.....----7.0 K/FT 13.1 K/FT (-)3.80 KIF---.....---.62 K/FT 13.87 FT-KIFT 150-140-130-121-110-...75 FT-K/FT 1.-90-80-70-60-50-AO-30-20-10-0 HOC P FORCE MERIDIONAL MOMENTS SH EARS DE FL EC T ION MERIDIONAL FORCE£a:im Nuclear TMI Unit-l Update-1 7/82 Seismic Load-Horizontal Frequency#2 p.5.FIG-22 Fig.5.2-21 150-140-130-120-110-100-90-80-70-60-50-40-20-10-o-.669FT-KIF T..-.-.473 FT-KIFT-.CW7 K/fT-.029 K/FT-.000252".218 KlFT (+) .348 KlFT-.41 KlFT MERIDIONAL MOMENTS p.5.FIG-23 SH EARS DEfLECTION MERIDIONAL FOfKE HOOP FORCE Ia:im Nuclear 1MI Unit-1 Seismic Load-Horizontal Frequency#3 Update-1 7/82 Fig.5.2-22

  • 1.82 K/FT-L96 K/FT 4.29 FT-K/FT.20 K/FT.00061".00617" 150-140-130-120-110-100-90-80-70-60 50 40 30 20.509 K/FT 10 1.2*1 FT-KIFT 0-.10 KlFT-2.79 MERIDIONAL MOMENTS SH EARS DEFLECTiON MERIDIONAL FORCE HOOP FORCE lai[I Nuclear 1MI Unit-1 Update-1 7/82 p.5.FIG-24 Seismic Load-Vertical Frequency#1 Fig.5.2-23 0071 FT-K/FT.000308"-192 KlFT.013 K/FT.000057" ICW7 K/FT 150-140-130-120-110-100-90-80-70-60-50-40--30-20--.0000098" ,.020 K/FT 100.042 KlfT ME RIDIONAL MOMENTS SH EARS DE FLECTION MERIDIONAL FORCE HOOP FORCE TMI Unit-l Update-1 7/82 p.5.FIG-25 Seismic load-Vertical Frequency#2 Fig.5.2-24 E)<£STIFFENER F!.(B.S.*.3**,.X 9" (6.S.)';0 Rl I II 3'-**......-CRANE RAIL SUPPORT (32 REO'O)la:im Nuclear TMI Unit-'Update-, 7/82 p.5.FIG-26 Typical Crane Bracket Detail Fig.5.2-25 170W SHOP INSTA.LL.170W NUT;INSTA.LL AF'TER FltLD HEADING liB" END TUBE 7*0.0.x..T25 SEAL W£LD TRANSITION l='\JNNEl..OS 98 11 WALL,GAL\I.-DRESSER-SPLICE R'GID CONOUlT---"".0lOS" v.202"SQ.BEA.RING TYP.END'70 W COMPOS ITE.WASHER l="\(.LD ItJSTALL AFTER TeNDON BE:FORE.ST RESSING ABOVE: 4:..-STR£SS'NG.BELOW<t

..r T_.Unit-1 Update-1 7/82 Typical Tendon Assembly p.5.FIG-27 Fig.5.2-2& ....--*786.0 t</FT.276.7 KIFT-734.7 KIFT-441..3 K/fT-1.290" ISO-140-130-120-111-101-w W LL 90-*z Q 80.-,,333->w 7G-..J W 60-51-40-30-20-10-435.4 FT..K/FT-37.5K/FT 0-MERIDIONAL MOMENTS SHEARS DEFLECTION MERIDIONAl. fORCE HOOP FORCE 0imNuclear 1MI Unit-1 Update-1 7/82 Dead Load+Earthquake +Final Prestress At Operation+Operating Temperature p.5.FIG-28 Fig.5.2-27 ,so ,--164.7 K/FT 377.1 K/FT-900.1 K/FT-2258.3 FT-K/FT 140-130-120-110-lL I 90-z Q80-.c(>w..J 7'-UJ 60-50-40-30--.093" 20-10-0--316.4 K/FT-85&.9 85.9 K/FT-262.4 K/FT FT-K/FT MER IDIONAL SHEARS DEFLECTION MERIDIONAL FORCE HOOP FORCE ..r 1MI Unit-1 Update-1 7/82 Dead Load+Prestress+1.15 Accident Pressure p.5.FIG-29 Fig.5.2-28 150-""-267.8 K/FT--2086.7 FT-K/FT-993.4 K/FT 130_):20-t-no-w w 100-....I Z 90-g t-IG-495.7 FT*K/FT>w..J W 70-..-50-40-30-20-10-..048" 0-.1405.5 FT*K/FT 200.4 K/FT*582.2 KIFT z4*180.0 K/FT MERIDIONAL MOMENTS SHEARS DEFLECTION MERIDIONAL FORCE HOOP FORCE TMI Unit-1 Update-1 7/82 p.5.FIG-30 Dead Load+Prestress+1.5 Accident Pressure+Accident Temperature Fig.5.2-29 414.8 KIFT ISO--168.0 KIFT-1847.8 FT-K/FT-.332.4 K/FT-897.3 KIFT 130-\20-110-..-w 100-W L&-a z 90-Q..-505.0FT-KIFT80->w..J 70-wSO- 30-20-.0'0" 10 0-*1052.9*497.1 KIfT ,.170.0 K/FT*227.2 K/FT FT*K/FT MERIDIONAL MOMENTS SHEARS DEFLECTION MERIDM>NAL FORCE HOOP FORCE Iml!J Nuclea, 1MI Unit-1 Update-1 7/82 Dead Load+Prestress+1.25 Accident Pressure+Accident Temperature +1.25 Earthquake p.5.FIG-31 Fig.5.2-30 413K/FT-.363" 150--2951 FT-K/FT-162 K/FT-405 K/FT-912 K/FT 140-130-120-110-100-w w"-90-I Z 080->w 70--J W 60-50-40-30-20-10--453 K/FT 0-97 K/FT-.022"-137K/FT MERIDIONAL MOMENTS SHEARS DEFLECTION MERIDIONAL FORCE HOOP FORCE ra:im Nuclear 1MI Unit-1 Update-1 7/82 Dead Load+Prestress+1.0 Accident Pressure+2.0 +Accident Temperature p.5.FIG-32 Fig.5.2-31 p.5.FIG-33 N,=ajr ITIIJ tai!l Nuclear TMI Unit-1 Critical Buckling Stresses Update-1 7/82 Fig.5.2-32 "I.'"**"'**,"." 6'*I**.............-***".,...,,,,-,......r*....*'r"'r*b: t.:" f>,C>,*,"I>" h:'".**V', ,,..,..-.,'lai!l Nuclear TMI Unit-1 Update-1 7/82 p.5.FIG-34 Anchor Loads Fig,5.2-33 TMI UFSAR

Figure 5.2-34 Deleted

X o 0:::: Cl.Cl.<a ,..."A" CONCRETE FLOOR DETAIL..4 I I I I I I I I I SELF-EXPANDING CORK MAil EXPANSION JOINT FILLER CODE 4324 (W.R.GRACE CO.)ATTACH TO LINER PLATES AS SPECIFIED BY MFG.I ElEV.281'-0" ElEV.279'-0*I SEE BOTTOM JOINT DETAIL ELEV.281'-0" b I b*<I...<I TEST CHANNEL LINER PLATE.ST 4 WF (BY OTHERS)SEE DWG.E-521-006 SECTION B-B (E-521-030) TRANSITION DETAIL NOT TO SCALE%tt LINER PLATE L @1'-6"..2'-0*..*" LINER PLATE SEE DETAIL"A"*<I.....<1 n, I ....<I....>...c.n.........*GO I*N...N o 90 FRAGMENT ANGLE (DEGREES)135 180 REACTOR BUILDING INTERIOR CONCRETE: 2" STRUCTURAL O.MPINGE=576,000 I(/FT 2 0.5" EQUIPMENT DAMPING II=0.25 ELEV.365'-6"-- ELEV.3.t6'-0"--ELEV.321'-0"-- --ms=50.8 I(SEC2/FT A=1057 FT2 x ,.=528 5 FT2".I=35\800 FT4*A=1615 FT 2 AX=807.5 FT 2"I=906,200 FT4*A=1725 FT 2*A..,=862.5 FT 2 I=187,800 FT 4*A=1725 FT 2*A"=862.5 FT2I=887,800 FT"*--m 1=1.c2.3 K SEC 2/FT A=19Q3 FT 2*A..,='51.5 FT 2 I=735,700 fT"*ELEV.309'-0"-- E LEV.279'_0"- ELEV. ROeI'BimNuclear 1MI Unit-1 Update-1 7/82 Lumped Mass Model of Reactor Building p.5.FIG-50 Fig.5.4-3 -GOLDEN GATE NORMALIZED ...... 1'"'" II ItTHREE MILE ISLAND-UNIT NO.1 ICRITERIA RESP.J j"lll I+HfH l'""$PECTRUM (2" J , 1'\,,-Itt..!"'" CURVE)......J" lill"'" ,., liII III'iIIl II" I'I\..1\II'1....., I.Il Ill..IJ 1\" EL CENTRO NORMALI ZED iolll RESP.SPECTRUM'.L",l 1\1\""'l-i'" I.'" o.I'rlllt1l.' 0.5 0." C)0.3..u u..J..-U IIJ 0.2 L en 0.1 o 0.01 p.5.FIG-51.02....06.08 0.1 PERIOD, T (SEC)0.2 0." 0.6 0.8 1.0 BimNuclear TMI Unite'Ground Response Spectra*Comparison Update-1 7/82 Fig.5.4-4 IllIIIIIrrIlllJlTIIIIII 1111" II II 1I11111IIIIIIIIIIIIIIffiIm I I 1TTTTll TlI I II 1IIIIIIllIIlTlIIIIIlIIIIIIIIIIIII tjl£RESPONSE SPECTRUM BY THE METHOD OF BIGGS AND RO ESSET WITH UNSMOOTHED GOLDEN GATE PARK GROUND SPECTRUM AS INPUT I!I I...FLOOR RESPONSE, REACTOR BLDG.h fIII'fIII' MASS POINT 1 EL'-6*Il"'" T I , Il ,"-GOLDEN GATE RESP.SPECTRUM AT MASS.1,L..-JIl....IIII'"II IT I I III IIIIIIIIIII I I...iiI Tl T I I IIII ITTTTTT IIII Iii"EL CENTRO RESP.SPECTRUM AT MASS 1'" Lo Il..Lo L.i""'" L.i ,...*101 r*....1:"...........:..".Iil'" 1..-..': ":';;iIlilol'......l'"111ITmTlll IITTl I 5.0.U U-'Ol:U w e.2.0 1.0 o.01.02.08 0.1 0.20.6 0.8 1.0 PERIOD, T (SEC.)lai!I Nuclear TMI Unit-1 Updllte-1 7/82 p.5.FIG-52 Floor Response of Mass Point1-Comparison Fig.5.4-5 IIIIIIIIII11I"IIII I 11 11111111111111111111111111111111111IIIJJJ 1111IIIIIII IIIIIIIIIIIUIIIIIIIIIIIIIIIIIIIIIIIIIII RESPONSE SPECTRUM BY THE METHOD OF BIGGS AND ROESSET WITH UNSMOOTHED 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....."II IIII II I I I 111111111 Ittt+tt.."."Ill II I 1IIIIIIIIIIIIIII III" I1III1I1 Iilo.EL CENTRO SPECTRUM AT MASS 2 Ill..,1IlIlII....!'IlI._....1-'1'"..I'll",.,-,-,","_....1""'..r"""-I-1111 I III 5.0 4.0" 3-0..U u-I*<<...u w2.0 1.0 o.01.02.04.08 0.1 PERIOD, T (SEC.)0.2 0.4 0.6 0.8 1.0 IMI Unit-1 Update-1 7/82 p.5.FIG-53 Floor Response of Mass Point2-Comparison Fig.5.4-6 IIIIII II II II IIIIIIIIIII III I II II II 1111 1111111111 III111II111I111I1111lB I 111111111 I1I1 II I 11111111111111111I1I1I"""IIIIIIIIIII

RESPONSE

BY THE METHOD OF BIGGS AND ROESSET WITH UNSMOOTHED GOLDEN GATE PARK GROUND SPECTRUM AS INPUT ItIHtII HHIfI RESP.SPECTRUM, REACTOR BLDG.,..*I'" ,..-MASS POINTS 3 EL 321'-0*..', , 1 1\GOLDEN GATE RESP.SPECTRUM AT MASS 3", l..lIo'"",........-EL CENTRO RESP.SPECTRUM AT MASS 3 1""'IlIIilo.. , PiIilr'IIiIl i.ol"-1-1\,....011I"" ......Il." It.........""i.olI"III"" I.... "" I",.........11""" 5.0..U u.....*...U III a..2.0..1.0 o.01.02.06.08 0.1 PERIOD, T (SEC.)0.20.6 0.1 1.0 Bir!I Nuclear TMI Unit-1 Update-1 7/82 p.5.FIG-54 Floor Response of Mass Point3-Comparison Fig.5.4-7 II1I1 11111111111IIII III 11/1111 III I'll II 1111111111111111111111111111111111111111 RESPONSE SPECTRUM BY THE METHOD OF BIGGS AND RO ESSET WITH UNSMOOTHED GOLDEN GATE PARK GROUND SPECTRUM A SINPUT FLOOR RESP.SPECTRUM, REACTOR BLDG.-MASS POINT of EL 346'-0*GOLDEN GATE RESP.SPECTRUM AT MASS 4 , i.olll IfIIII III Jill J I JIIIIII JII 111111111111.ll""'"II 1111 11II11111 J 11I11111\..EL CENTRO RESP.SPECTRUM AT MASS 4 I'.L..oI""....ilI"""'" 1 II 1I"Il"-.IIII"lll...II I1-**_.III III 10.0 1.0 ()6.0..U u-JIll:U In 2.0 o.01.02.06.08 0.1 PERIOD, T (SEC)0.2 0.4 0.6 0.8 1.0 ..r TMI Unit-1 Update-1 7/82 p.5.FIG-55 Floor Response of Mass Point4-Comparison Fig.5.4-8 111111111r(II i 11 ((ill ili!!JJlrl l ll,jII11/111111l/!.mmmi II 1111\(I IIIIII1IIII11 "....RESPONSE SPECTRUM BY THE METHOD OF BIGGS AND ROE SSET WITH'"II-UNSMOOTHED GOLDEN GATE PARK GROUND SPECTRUM AS INPUT ,'--FLOOR RESPONSE SPECTRUM, REACTOR BLDG*... MASS POINT5EL 365'-6*I I ,., GOLDEN GATE RESP.SPECTRUM AT MASS 5 ,."",-I 11111 I II I 111111111 IIIIIIIIIIIII III 1111111 1\,III IIIII II I 111111111 ,EL CENTRO RESP.SPECTRUM AT MASS 5 ill:",....;ilIIl"'""....".....-1__'"....IliI.....10.0 8.0 Co:>6.0..u u....II'U4.0 vt 2.0 o.01.02.04.06.08 0.1 PERIOD, T (SEC.)0.2 0.4 0.6 0.1 1.0 Bil!l Nuclear TMI Unit-1 Update-1 7/82 p.5.FIG-56 Floor Response of Mass Point5-Comparison Fig.5.4-9 COl Cil 11I11 2 COl COl._4 COlllllI 5 COl_6 CIlIllIl J COl.**C....C****tlL_.1 ClLlIIIl 12 COll.1I I j ca.I.t Jl!lWII1 U ,.,e IJllSI S_'**S....$ElSlle STIE SS.!!!!.!lIL }J.U!!IU.AlL.AIlE ill.m..!!..(*.'IIUI_I PI IIA1!mum l.!!L rip!-pi Ae!'.: l.LU.."'...EM'llIlU41I) (....WAUl......1!.!!I....!!!.U!!!!! l.!!!!!!!PI,.":1(IAIIS:.....U.'.AlE)'I.,m SlWISSES:1 ClttRIPliDfI Of.l!ill.I!L. SiP;f A IUOlO40 klASls: I..,.Ull'.IIA1I1 .!!!ill.IYHII!!!U..!!!I SHC.fill fllll CODt'AllA.!!!!!!IiI-, Ii ,*z Ii I-,*,-l ,.UIIIIE (t.L.I)*PlUS6IIE (CIt..II*flUIISIOll \PSII (PSI)i i i i IU."IlUS'MI....$ElUte 11232(1,'IIK"**I.lllt"....e".IlIEC"**'U'LIM ItIl.J,*.UIL'" (til.J).'SlIISS SlIESS Mlllit IIIUS (CIIl.'DI" IPSI)SA (2)1.2 III...., SUIIIC!TlISI (C**'1 sEt.I A_UIS AIiAL YSI S...(PSI,...IPSI)...I'SIl...Irsl)1"11 crSl1 (PSI)('SI)...*.-3 Mcn.U...-IISeMHI 3.2 u....IS-Ia-lll 11-312-111-1 1.111 I***(II)*1.121 2.a.*J._21 I....*..*n 11....1 1*2**J 27.171 11._nPlI..------1--'-.,.STUI*'.snAi"....J wa-lD-3 I.J21 UI (2.)I 1.111 I I.JII 1 I." 1 J.I.II."J 11...., II.J'J 12,111 11.....-M***u.*a, TI*****U.....1 II.*--.......SlUl n.SUAi.....1"....J Wa-la-2 1-H2-H2....I.J2I 12.(.)I 2.211 1 2.2..I..111 1****'.-1I.1IJ , II**22." 11.-***u.**.TI****WALL II.*._----_..-----...MufiUliiiiKa AU-lJ.,..*.-11---.--.1.'***L....E wa-l..',ut I.m (2.)2.I.'" II 1.112 2.J._II'.1"'.I.J 12._'....'caa.1 am.*aJ......._..._--f--._------ 1---._- _._----_.- ..lit--......Mal." Cl._CYCU GU.*'11 111-'AI....1..11-312....*2***(I')21'.11.I'.....21 I**U**....'.JIt'**1*'....ICAU'PPl'UaE 11**'."._IC-:"I......II-Cil***lift., caa.1..-j-._.._-----_.---I***'....... AI....J l1-3a-IM-1 ls-sa-l....2.....2.MJ (21)II**11I 21 1,11I 21'.-21 11.12'II....n,_21 nl 22.11I 11....iII-a........._Tt...***_.__.._---_.---_._----I'NI;'."'ffl NIl.,.*...,""'J 11-I....., ls-sa-115-2 .....1.111 (II)JI**121 II 2.111 I.21'It**122 u.n*11.-2t*22.1" 11**.,......,**lIEl***:----_.-._._-----.-JI....IN".IIIW wa...,.c-aa...l.III'.211 (11)11 2.31'*I.11**JII*1.1".....**m**.'12 21.111 11._-,.....nPi J"..-Mac,.Mill'.IIW t-III....wa.......1.IM (II)11'.12'11 1.11'II I....11 2.J" I**J.I.'"*..-21.'11 11....*-J'SPlAY***12"PI I.."....1...,.,_U....CU.,.,.,...,., WII-IJ2 1.12'2." (II)..***n II 4.'" II 11.114 II.....11....n.llt 11**.'0"."'" II**'PPlICAIU""-leMU lPft.ICAaE -- lit.,....J In" I.P**lIln**,.PI.II' 2._2**(2)12...12 II'12'..12'.112..*: J.a.11....,....,.1112 II*****...nPi J"'PPlICAIU'....ICAILE'PPl'U.I-.**'lTiL ACTIlL.:.,**I_lIES II(".11I auc,.CIaAII L.""....alII*.n.******11._1**J.J..1.111 J._J....II.J",,:: 22....2***..PS...aee-,.".I.J-fAll ,.......CI.AI**.C--**mil'U_ILI ee.,**I_a IS u, ,..ps,*acc.1.TI 111.J I.USAS (lIlSl)131.........J COlE f.PlUS.t'1"11I.2 fl.NU."2.:J.2

  • CGlE F.PlUSlIlll ,,,,11I.J.f.WllUES*"sn fAILES&-,..A-Z Of till'II ,.SS.EIlK.4.SEE'M'tilE fill PIUS.'I"a Bil!l Nuclear TMI Unit-1 Update-1 7/82 p.5.FIG-57 Summary Tabulation of the Piping Stresses for Seismic Class 1 Piping Fig.5.4-10 0 4.., 4-0.,...\4**U*J 1/0\)-U 41..\\.,L....no.., j-I I*-I.*u J*, , ,*I**\*I\t.\J J\'I...I/\u rI I\)*U, I , ,.).uvJ II**J'I 0 IIU*U 87000 86000 85000"-84000 1Il 83000 0..'-/82000 I81000 LJ Z 80000 W79000 (/)78000 W-.J 77000........(/)Z 76000 W75000 W 74000<[73000:L........72000-.J:::J 71000 70000 69000 68000 a 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 p.5.FIG-58 BimNuclear TMI Unit 1 Cadweld Tensile Strengths Update*1 7/82 Fig.5.5-1

.t Vessel Details Contammen Fig.5.6-1 Update-1 7/82 ..r TM.Unit-1 5 FIG-59 p.. TMI UFSAR

Figure 5.6-2 Deleted}}

Retrieved from "https://kanterella.com/w/index.php?title=ML16295A274&oldid=1043133"