ML16295A274: Difference between revisions
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~~ I I I I I I II II///I~ ~~ \\1 I I I I 1I I 1 I I I I I I 11/11/' ~ t ~\\\I I I I 1111I 11 f---.o I---- | ~~ I I I I I I II II///I~ ~~ \\1 I I I I 1I I 1 I I I I I I 11/11/' ~ t ~\\\I I I I 1111I 11 f---.o I---- | ||
I-- | I-- | ||
I-t-I... | I-t-I... | ||
r---.. | r---.. | ||
f=:::: ~ | f=:::: ~ | ||
c -L. | c -L. | ||
| Line 43: | Line 40: | ||
I---- | I---- | ||
-~ | -~ | ||
_I--' -= | _I--' -= | ||
~ | ~ | ||
| Line 50: | Line 46: | ||
t:: t:::: ~ I--- | t:: t:::: ~ I--- | ||
~ | ~ | ||
I-- | I-- | ||
~ t;::: | ~ t;::: | ||
| Line 59: | Line 54: | ||
~ | ~ | ||
rw I'"' | rw I'"' | ||
~I- | ~I- | ||
~ | ~ | ||
- I-t- | - I-t- | ||
| Line 71: | Line 64: | ||
~ ;::::: ~t-r--~ | ~ ;::::: ~t-r--~ | ||
~-- | ~-- | ||
I 0'- | I 0'- | ||
LOCATION PLAN | LOCATION PLAN | ||
| Line 87: | Line 79: | ||
-V | -V | ||
\ \, \ \ | \ \, \ \ | ||
r'-' \ | r'-' \ | ||
1 | 1 E:LEVATI~ ~.~ | ||
E:LEVATI~ ~.~ | |||
\1 \ \ , | \1 \ \ , | ||
\ \ \ | \ \ \ | ||
| Line 105: | Line 94: | ||
lai!l Nuclear Update -1 | lai!l Nuclear Update -1 | ||
-'0°_ | -'0°_ | ||
_ _ _ SO | _ _ _ SO | ||
.------ SECTION I-I TMI Unit-1 7/82 | .------ SECTION I-I TMI Unit-1 7/82 | ||
| Line 120: | Line 108: | ||
572.4 -711.9 K/FT FT-KiFT ' " -130.57 K/FT 45.05 K/FT 150 140 130 120 no | 572.4 -711.9 K/FT FT-KiFT ' " -130.57 K/FT 45.05 K/FT 150 140 130 120 no | ||
~ 100 w | ~ 100 w | ||
W | W LL 9() | ||
LL 9() | |||
~ | ~ | ||
~ | ~ | ||
80 | 80 | ||
~ | ~ | ||
w 70 | w 70 | ||
~ | ~ | ||
| Line 140: | Line 125: | ||
Q 80 | Q 80 | ||
~ | ~ | ||
w 70 w | |||
w 70 | |||
w | |||
'0 SO ...- 166.2 11FT 40 30 20 10 0 521.3 FT-K/FT '-"'_ - 83.4 K/FT -453.7 K/FT MERIDIONAL MOMENTS SHEARS DEFLECTION MERrDlONAL FORCE HOOP FORCE 0i!l Nuclear Update -1 1MI Unit-1 7/82 Final Prestress at Accident Pressure p.5.FIG-8 Fig. 5.2-7 | '0 SO ...- 166.2 11FT 40 30 20 10 0 521.3 FT-K/FT '-"'_ - 83.4 K/FT -453.7 K/FT MERIDIONAL MOMENTS SHEARS DEFLECTION MERrDlONAL FORCE HOOP FORCE 0i!l Nuclear Update -1 1MI Unit-1 7/82 Final Prestress at Accident Pressure p.5.FIG-8 Fig. 5.2-7 | ||
| Line 157: | Line 138: | ||
~ ~ | ~ ~ | ||
IU | IU | ||
~ I--~M ...~ OI-----4~------------+---------------t,.....-..-ot G-O | ~ I--~M ...~ OI-----4~------------+---------------t,.....-..-ot G-O D-Z o Z | ||
* 1-----1" ; 0.246 GRADE 305' | * 1-----1" ; 0.246 GRADE 305' | ||
[[il!l Nuclear Update -1 TMI Unit-1 7/82 Wind Pressure Distribution Around Outside Surface of Reactor Building p.5.FIG-9 Fig. 5.2-8 | [[il!l Nuclear Update -1 TMI Unit-1 7/82 Wind Pressure Distribution Around Outside Surface of Reactor Building p.5.FIG-9 Fig. 5.2-8 | ||
| Line 288: | Line 268: | ||
I | I | ||
! I l.£ NOO 210 260 I | ! I l.£ NOO 210 260 I | ||
k T* | k T* | ||
i*... 220 200 i | i*... 220 200 i | ||
| Line 299: | Line 278: | ||
~ 11 120 SECTION 1-1 T | ~ 11 120 SECTION 1-1 T | ||
* 10.000 SEC. | * 10.000 SEC. | ||
VJJ | VJJ | ||
~j V/ .' | ~j V/ .' | ||
vr 100 10 1;"'''' j | vr 100 10 1;"'''' j 60 | ||
60 | |||
",'" I~ i 7* 7* 7* 7* ,. 7* .'."' | ",'" I~ i 7* 7* 7* 7* ,. 7* .'."' | ||
(I~ | (I~ | ||
| Line 336: | Line 306: | ||
~o-30 - (+) | ~o-30 - (+) | ||
1.20 K/FT 20 - | 1.20 K/FT 20 - | ||
10 - | 10 - | ||
0 93.17 FT-K/FT -5.83 K/FT I.. 72.7 K/FT | 0 93.17 FT-K/FT -5.83 K/FT I.. 72.7 K/FT | ||
| Line 345: | Line 314: | ||
-9.9 KlFT 13.87 FT-KIFT 14.9 KlFT | -9.9 KlFT 13.87 FT-KIFT 14.9 KlFT | ||
- - -.....- - - .62 K/FT 150-140 - | - - -.....- - - .62 K/FT 150-140 - | ||
130- | 130-121 - | ||
121 - | |||
110 - .75 FT-K/FT 1.- | 110 - .75 FT-K/FT 1.- | ||
90-(-) | 90-(-) | ||
| Line 389: | Line 356: | ||
30 - | 30 - | ||
20 - | 20 - | ||
-.0000098" ~ .020 K/FT 10 | -.0000098" ~ .020 K/FT 10 | ||
.~+) | .~+) | ||
0 .042 KlfT ME RIDIONAL MOMENTS SH EARS DE FLECTION MERIDIONAL FORCE HOOP FORCE 8imNucl~r Update -1 TMI Unit-l 7/82 p.5.FIG-25 Seismic load - Vertical Frequency # 2 Fig. 5.2-24 | 0 .042 KlfT ME RIDIONAL MOMENTS SH EARS DE FLECTION MERIDIONAL FORCE HOOP FORCE 8imNucl~r Update -1 TMI Unit-l 7/82 p.5.FIG-25 Seismic load - Vertical Frequency # 2 Fig. 5.2-24 | ||
~ *.3 ~2 ** ,.X9"(6.S.) ';0 Rl | ~ *.3 ~2 ** ,.X9"(6.S.) ';0 Rl E) | ||
<£ STIFFENER F!.(B.S. | <£ STIFFENER F!.(B.S. | ||
I II 3'- * | I II 3'- * | ||
| Line 425: | Line 389: | ||
* 90- | * 90- | ||
~ 80. | ~ 80. | ||
~ - ,,333- | ~ - ,,333-w | ||
w | |||
..J 7G-W 60-51- ....--*786.0 t</FT 40 - | ..J 7G-W 60-51- ....--*786.0 t</FT 40 - | ||
30-20-10 - 435.4 FT..K/FT -37.5K/FT 0- -441..3 K/fT ~-- .276.7 KIFT MERIDIONAl. fORCE HOOP FORCE MERIDIONAL MOMENTS SHEARS DEFLECTION 0imNuclear Update -1 1MI Unit-1 7/82 Dead Load + Earthquake + Final Prestress At Operation + Operating Temperature p.5.FIG-28 Fig. 5.2-27 | 30-20-10 - 435.4 FT..K/FT -37.5K/FT 0- -441..3 K/fT ~-- .276.7 KIFT MERIDIONAl. fORCE HOOP FORCE MERIDIONAL MOMENTS SHEARS DEFLECTION 0imNuclear Update -1 1MI Unit-1 7/82 Dead Load + Earthquake + Final Prestress At Operation + Operating Temperature p.5.FIG-28 Fig. 5.2-27 | ||
| Line 442: | Line 404: | ||
Q | Q | ||
~ | ~ | ||
.c( 80- | .c( 80-w | ||
w | |||
..J UJ 7' - | ..J UJ 7' - | ||
60-50-40 - | 60-50-40 - | ||
| Line 455: | Line 415: | ||
130 _ | 130 _ | ||
):20 - | ):20 - | ||
-2086.7 FT-K/FT -993.4 K/FT t- no - | -2086.7 FT-K/FT -993.4 K/FT t- no - | ||
w w | w w | ||
....I 100 - | ....I 100 - | ||
Z g 90-t- | Z g 90-t- | ||
~ 495.7 FT*K/FT | ~ 495.7 FT*K/FT w IG- | ||
..J W | |||
w IG- | 70 - | ||
..J | |||
50-40 - | 50-40 - | ||
30 - | 30 - | ||
| Line 484: | Line 440: | ||
100 - | 100 - | ||
za 90-Q | za 90-Q | ||
~ | ~ | ||
505.0 FT-KIFT | 505.0 FT-KIFT | ||
| Line 505: | Line 460: | ||
~ | ~ | ||
w 100 - | w 100 - | ||
w | w I 90-Z 0 | ||
I 90-Z 0 | |||
~ 80 - | ~ 80 - | ||
~ | ~ | ||
w | w | ||
-J 70 - | -J 70 - | ||
| Line 527: | Line 479: | ||
" I ~" .' " ** " ' ** , " ." 6' | " I ~" .' " ** " ' ** , " ." 6' | ||
* I * * ~ " | * I * * ~ " | ||
. . . . ,- ...... r * | . . . . ,- ...... r * | ||
* .,~'i':'., .... *'r " 'r | * .,~'i':'., .... *'r " 'r | ||
* b: t. : ~ " f> ,C>, * | * b: t. : ~ " f> ,C>, * | ||
,"I>' | ,"I>' | ||
.** V'" h:'" | .** V'" h:'" | ||
lai!l Nuclear Update -1 TMI Unit-1 7/82 p.5.FIG-34 Anchor Loads Fig,5.2-33 | lai!l Nuclear Update -1 TMI Unit-1 7/82 p.5.FIG-34 Anchor Loads Fig,5.2-33 | ||
| Line 550: | Line 497: | ||
Cl. | Cl. | ||
I < | I < | ||
<I I I | <I I I | ||
I CONCRETE FLOOR I | I CONCRETE FLOOR I | ||
b | b I | ||
b I | |||
I | ELEV. 281'-0" I | ||
.<1 | .<1 | ||
* <I I | * <I I | ||
SELF-EXPANDING CORK MAil EXPANSION JOINT FILLER TEST CHANNEL CODE 4324 (W.R. GRACE CO.) | SELF-EXPANDING CORK MAil EXPANSION JOINT FILLER TEST CHANNEL CODE 4324 (W.R. GRACE CO.) | ||
| Line 564: | Line 508: | ||
* <I .. | * <I .. | ||
I | I | ||
.. 4 | .. 4 a | ||
SEE BOTTOM JOINT DETAIL | |||
~tt LINER PLATE ElEV. 279'-0* I | ~tt LINER PLATE ElEV. 279'-0* I | ||
<I 2'-0* | |||
<I | |||
2'-0* | |||
. ST 4 WF (BY OTHERS) | . ST 4 WF (BY OTHERS) | ||
*" LINER PLATE SEE DETAIL "A" SEE DWG. E-521-006 SECTION B-B (E-521-030) | *" LINER PLATE SEE DETAIL "A" SEE DWG. E-521-006 SECTION B-B (E-521-030) | ||
| Line 584: | Line 524: | ||
LAST STAGE WHEEL MISilLES FRAGMENT wEIGHT IMPACT AREA (FT2) FINAL FINAL DEPTH OF PENETRATION ANGLE (POUNDS) SIDE ON ENDOH ENERGY VELOCITY SIDE ON END ON 90° IS-** 10' 4458 6.83 3.17 (fT* I) ~.O 5.~5" 11.8" | LAST STAGE WHEEL MISilLES FRAGMENT wEIGHT IMPACT AREA (FT2) FINAL FINAL DEPTH OF PENETRATION ANGLE (POUNDS) SIDE ON ENDOH ENERGY VELOCITY SIDE ON END ON 90° IS-** 10' 4458 6.83 3.17 (fT* I) ~.O 5.~5" 11.8" | ||
"'0 VI 20.5. 10' 120° 5944 1.37 3.66 447.3 5.6" 12.8" | "'0 VI 20.5. 10' 120° 5944 1.37 3.66 447.3 5.6" 12.8" | ||
'i'1 (FT* I) | 'i'1 (FT* I) a I leoo 1916 9.66 ~.83 17.2. 10' 351.0 5.0~" 10.1 " | ||
a I leoo 1916 9.66 ~.83 17.2. 10' 351.0 5.0~" 10.1 " | |||
~ (FT* ,) | ~ (FT* ,) | ||
\C | \C | ||
!m | !m | ||
~ ~ | ~ ~ | ||
| Line 595: | Line 532: | ||
;i" 0 I" END~ | ;i" 0 I" END~ | ||
m | m | ||
"'0 | "'0 | ||
-4 | -4 | ||
""D C :I: | ""D C :I: | ||
* :. Z ,.. | * :. Z ,.. | ||
0 1&- | 0 1&- | ||
:I | :I | ||
| Line 614: | Line 547: | ||
~ | ~ | ||
-4 6 | -4 6 | ||
0 ~~ SIDE ON | 0 ~~ SIDE ON | ||
~ | ~ | ||
Z z | Z z | ||
| Line 626: | Line 557: | ||
: a. o | : a. o | ||
~. | ~. | ||
c.n | c.n f>> ~5 90 FRAGMENT ANGLE (DEGREES) 135 180 | ||
~ | ~ | ||
N | N GO N ... | ||
I | I | ||
REACTOR BUILDING INTERIOR CONCRETE: | REACTOR BUILDING INTERIOR CONCRETE: | ||
2" STRUCTURAL O.MPING E = 576,000 I(/FT 2 0.5" EQUIPMENT DAMPING II = 0.25 ELEV.365'-6"-- --ms = 50.8 I( SEC2/FT Ax = 1057 FT2 | 2" STRUCTURAL O.MPING E = 576,000 I(/FT 2 0.5" EQUIPMENT DAMPING II = 0.25 ELEV.365'-6"-- --ms = 50.8 I( SEC2/FT Ax = 1057 FT2 | ||
,. =528 | ,. =528 5 FT2 I = 35\800 FT4 ELEV. 3.t6'-0 " - - | ||
A = 1615 FT 2 AX =807.5 FT 2 I = 906,200 FT4 ELEV.321'-0"-- | |||
5 FT2 I = 35\800 FT4 | A = 1725 FT 2 A.., =862.5 FT 2 I = 187,800 FT 4 ELEV.309'-0"-- | ||
A = 1615 FT 2 AX =807.5 FT 2 | |||
I = 906,200 FT4 ELEV.321'-0"-- | |||
A = 1725 FT 2 | |||
FT 2 A | FT 2 A | ||
* = 1725 A" =862.5 FT2 I = 887,800 FT" | * = 1725 A" =862.5 FT2 I = 887,800 FT" ELEV. 3~'-6"-- --m = 1.c2.3 K SEC 2/FT 1 | ||
2 A | 2 A | ||
* = 19Q3 FT A.., ='51.5 FT 2 I =735,700 fT" | * = 19Q3 FT A.., ='51.5 FT 2 I =735,700 fT" ELEV. 279 '_0 " - ..,.,.,.~"""~ | ||
ROeI' BimNuclear Update -1 1MI Unit-1 7/82 Lumped Mass Model of Reactor Building p.5.FIG-50 Fig. 5.4-3 | ROeI' BimNuclear Update -1 1MI Unit-1 7/82 Lumped Mass Model of Reactor Building p.5.FIG-50 Fig. 5.4-3 | ||
| Line 659: | Line 576: | ||
C) | C) | ||
.. 0.3 ...... ~ | .. 0.3 ...... ~ | ||
GOLDEN GATE NORMALIZED RESP.SPECTR~M | GOLDEN GATE NORMALIZED RESP.SPECTR~M 1'' ' ' | ||
1'' ' ' | |||
u "'" | u "'" | ||
u II ~ | u II ~ | ||
| Line 668: | Line 583: | ||
J j"lll | J j"lll | ||
~ CRITERIA RESP. I+HfH | ~ CRITERIA RESP. I+HfH | ||
~ | ~ | ||
U | U | ||
| Line 675: | Line 589: | ||
Itt.. | Itt.. | ||
" ~ | " ~ | ||
CURVE) ...... | CURVE) ...... | ||
IIJ L | IIJ L | ||
en 0.2 , .J ", liII lill III' ~~ "'" iIIl II" I'I\. | en 0.2 , .J ", liII lill III' ~~ "'" iIIl II" I'I\. | ||
. 1\ | . 1\ | ||
II ~ '1 | II ~ '1 Ill.. | ||
Ill.. | |||
I.Il IJ 1\ | I.Il IJ 1\ | ||
iolll " EL CENTRO NORMALI ZED 0.1 '. L",l 1\ | iolll " EL CENTRO NORMALI ZED 0.1 '. L",l 1\ | ||
| Line 696: | Line 607: | ||
5.0 IllIIIIIrrIlllJlT I I I I I I 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 | 5.0 IllIIIIIrrIlllJlT I I I I I I 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 | ||
~3.0 U | ~3.0 U | ||
U | U | ||
~ I | ~ I | ||
~ | ~ | ||
Ol: | Ol: | ||
| Line 708: | Line 617: | ||
I | I | ||
, Il | , Il | ||
"- GOLDEN GATE RESP. SPECTRUM AT MASS .1, | "- GOLDEN GATE RESP. SPECTRUM AT MASS .1, | ||
~ L..- | ~ L..- | ||
JIl....IIII'" I I IT I I III IIIIIIIIIII 1.0 I I...iiI Tl T I I I I I I ITTTTTT IIII Iii" ~ | JIl....IIII'" I I IT I I III IIIIIIIIIII 1.0 I I...iiI Tl T I I I I I I ITTTTTT IIII Iii" ~ | ||
EL CENTRO RESP. SPECTRUM AT MASS 1 | |||
.~ | .~ | ||
'" Il.. Lo Lo | '" Il.. Lo Lo | ||
| Line 733: | Line 641: | ||
5.0 I I I I I I I I I I 1 1 I "I I I I I 11 11111111111111111111111111111111111 I I I J J J 1111 I I I I I I I IIIIIIIIIIIUIIIIIIIIIIIIIIIIIIIIIIIIIII | 5.0 I I I I I I I I I I 1 1 I "I I I I I 11 11111111111111111111111111111111111 I I I J J J 1111 I I I I I I I IIIIIIIIIIIUIIIIIIIIIIIIIIIIIIIIIIIIIII | ||
~, RESPONSE SPECTRUM BY THE METHOD OF BIGGS AND ROESSET WITH UNSMOOTHED GOLDEN GATE PARK GROUND SPECTRUM AS INPUT 4.0 | ~, RESPONSE SPECTRUM BY THE METHOD OF BIGGS AND ROESSET WITH UNSMOOTHED GOLDEN GATE PARK GROUND SPECTRUM AS INPUT 4.0 U | ||
3-0 u | |||
~ | ~ | ||
-I | -I | ||
| Line 746: | Line 653: | ||
~ 2.0 i | ~ 2.0 i | ||
\ | \ | ||
~ | ~ | ||
, GOLDEN GATE RESP. SPECTRUM AT MASS 2 1.0 [~~ | , GOLDEN GATE RESP. SPECTRUM AT MASS 2 1.0 [~~ | ||
Ittt+tt | Ittt+tt | ||
~ II II I I II I I I 111111111 | ~ II II I I II I I I 111111111 | ||
~ ."Ill II I 1IIII I I I I I I I I I I I II I " I1III1I1 Iilo. | ~ ."Ill II I 1IIII I I I I I I I I I I I II I " I1III1I1 Iilo. | ||
., ~ | ., ~ | ||
Ill. ~ | Ill. ~ | ||
~ | ~ | ||
EL CENTRO RE~P. SPECTRUM AT MASS 2 | EL CENTRO RE~P. SPECTRUM AT MASS 2 1IlIlII .... | ||
1IlIlII .... | |||
~~ | ~~ | ||
~ | ~ | ||
| Line 767: | Line 667: | ||
I'll | I'll | ||
!'IlI._ .... | !'IlI._ .... | ||
1-'1'" ~ | 1-'1'" ~ | ||
o I-1111 r"""- " 1""' . . | o I-1111 r"""- " 1""' . . | ||
I III | I III | ||
| Line 782: | Line 680: | ||
,..- ~FLOOR RESP. SPECTRUM, REACTOR BLDG. | ,..- ~FLOOR RESP. SPECTRUM, REACTOR BLDG. | ||
MASS POINTS 3 EL 321'-0* | MASS POINTS 3 EL 321'-0* | ||
U u | U u | ||
~ | ~ | ||
..... 1'4~ ..' | ..... 1'4~ ..' | ||
~ | ~ | ||
U III a..2.0 1 | |||
1\ | |||
U III a..2.0 | |||
~ ", ~ GOLDEN GATE RESP. SPECTRUM AT MASS 3 | ~ ", ~ GOLDEN GATE RESP. SPECTRUM AT MASS 3 | ||
",. l..lIo'" ... | ",. l..lIo'" ... | ||
1.0 ~ | 1.0 ~ | ||
1- | 1- | ||
!~ | !~ | ||
1""'IlIIilo.. | 1""'IlIIilo.. | ||
| Line 808: | Line 701: | ||
~ | ~ | ||
Il. | Il. | ||
" It | " It III"" I""""~- | ||
III"" I""""~- | |||
I", ..... | I", ..... | ||
"" .... 11""" | "" .... 11""" | ||
| Line 844: | Line 735: | ||
10.0 111111111 r ( II i 11 (( ill ili!!JJlrl l ll,jII11/111111l/!.mmmi II 1111\ ( I IIIIII1IIII11 1~lIlll1i!!II!III!lllilil | 10.0 111111111 r ( II i 11 (( ill ili!!JJlrl l ll,jII11/111111l/!.mmmi II 1111\ ( I IIIIII1IIII11 1~lIlll1i!!II!III!lllilil | ||
'"II-RESPONSE SPECTRUM BY THE METHOD OF BIGGS AND ROE SSET WITH UNSMOOTHED GOLDEN GATE PARK GROUND SPECTRUM AS INPUT 8.0 | |||
'"II-RESPONSE SPECTRUM BY THE METHOD OF BIGGS AND ROE SSET WITH | |||
UNSMOOTHED GOLDEN GATE PARK GROUND SPECTRUM AS INPUT | |||
8.0 | |||
... ~""'" | ... ~""'" | ||
'-- FLOOR RESPONSE SPECTRUM, REACTOR BLDG* | '-- FLOOR RESPONSE SPECTRUM, REACTOR BLDG* | ||
| Line 857: | Line 743: | ||
u u | u u | ||
~ | ~ | ||
~ | ~ | ||
II' I | II' I | ||
| Line 868: | Line 753: | ||
I I | I I | ||
I II II I I III I I I I I II I III 1111111 I 111111111 | I II II I I III I I I I I II I III 1111111 I 111111111 | ||
~ :", EL CENTRO RESP. SPECTRUM AT MASS 5 | ~ :", EL CENTRO RESP. SPECTRUM AT MASS 5 ill | ||
ill | |||
~ ~ ~ ~ | ~ ~ ~ ~ | ||
1_ _ | 1_ _ | ||
;ilIIl"'" | ;ilIIl"'" | ||
~ | ~ | ||
" IliI | " IliI o ~ | ||
o ~ | |||
.01 .02 .04 .06 .08 0.1 0.2 0.4 0.6 0.1 1.0 PERIOD, T (SEC.) | .01 .02 .04 .06 .08 0.1 0.2 0.4 0.6 0.1 1.0 PERIOD, T (SEC.) | ||
Bil!l Nuclear Update -1 TMI Unit-1 7/82 Floor Response of Mass Point 5 - Comparison p.5.FIG-56 Fig. 5.4-9 | Bil!l Nuclear Update -1 TMI Unit-1 7/82 Floor Response of Mass Point 5 - Comparison p.5.FIG-56 Fig. 5.4-9 | ||
| Line 913: | Line 789: | ||
,*z I.lllt". | ,*z I.lllt". | ||
Ii i ...e". *i I - , , - l ,.UIIIIE (t.L. I) * | Ii i ...e". *i I - , , - l ,.UIIIIE (t.L. I) * | ||
'U'LIM ItIl. J, * | 'U'LIM ItIl. J, | ||
* PlUS6IIE (CIt.. II | |||
PlUS6IIE (CIt.. II | |||
* IU. | * IU. | ||
flUIISIOll "IlUS | flUIISIOll "IlUS | ||
\PSII (PSI) | \PSII (PSI) | ||
IlIEC" ** | IlIEC" ** | ||
Mcn .U ... - IISeMHI u .... | Mcn .U ... - IISeMHI u .... | ||
| Line 933: | Line 807: | ||
* 1.121 2. a. | * 1.121 2. a. | ||
* J._ 21 I .... *..*n 11 ....1 1* 2**J 27.171 11._ | * J._ 21 I .... *..*n 11 ....1 1* 2**J 27.171 11._ | ||
1--'- | 1--'- | ||
.-M . , . STUI*'. snAi | .-M . , . STUI*'. snAi | ||
***u.*a, TI *****U .....1 " ....J II. | ***u.*a, TI *****U .....1 " ....J II. | ||
* 1-III-1~1 wa-lD-3 I.J21 UI (2.) I 1.111 I I. JII | * 1-III-1~1 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.... | ||
1 I." 1 J.I. II."J 11.... , II. J'J 12,111 11.... | |||
.... . . . SlUl n. SUAi | .... . . . SlUl n. SUAi | ||
***u.**. TI **** WALL .....1 " ....J Wa-la-2 1-H2-H2.... I.J2I 12. (.) I 2.211 1 2.2.. I ..111 1 | ***u.**. TI **** WALL .....1 " ....J Wa-la-2 1-H2-H2.... I.J2I 12. (.) I 2.211 1 2.2.. I ..111 1 | ||
**** '.- 1I.1IJ , II* | **** '.- 1I.1IJ , II* | ||
* 22." 11.- | * 22." 11.- | ||
II. * | II. * | ||
.- ~ -- - | .- ~ -- - | ||
~- | ~- | ||
.-11 | .-11 MufiUliiiiKa | ||
...... ' . "._IC-:"I Mal." Cl._ CYCU GU. *'11 1.' | |||
MufiUliiiiKa | |||
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69000 68000 a 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 BimNuclear Update* 1 TMI Unit 1 7/82 Cadweld Tensile Strengths Fig. 5.5-1 p.5. FIG-58 | 69000 68000 a 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 BimNuclear Update* 1 TMI Unit 1 7/82 Cadweld Tensile Strengths Fig. 5.5-1 p.5. FIG-58 | ||
~Nucl. .r Update -1 TM. Unit-1 7/82 | ~Nucl. .r Update -1 TM. Unit-1 7/82 Contammen t Vessel Details p.5. FIG-59 Fig. 5.6-1 | ||
Contammen t Vessel Details p.5. FIG-59 Fig. 5.6-1 | |||
TMI UFSAR Figure 5.6-2 Deleted}} | TMI UFSAR Figure 5.6-2 Deleted}} | ||
Revision as of 23:44, 4 February 2020
| ML16295A274 | |
| Person / Time | |
|---|---|
| Site: | Three Mile Island  |
| 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:
|
| References | |
| Download: ML16295A274 (50) | |
Text
{{#Wiki_filter:(b) (5) TMI UFSAR Figure 5.2-2 Deleted
A ~1 r I T I 1 I l IV 1 1 I / I' Y 1111111'1// / / 11111111/1// / ~> I 11111111//// I I I -I-+- I / j A I II 111111/// \ I I 1I I 11 I I 1 I I I I I 11/1//// \ \ ! II I I I I I I "" I 1 II I I 1111/// ~- \\ I [71 I I I I I 1 I 1 I 1 I 1111/// / " I / 1 I I I I 1 ~~ I I I I I I II II///I~ ~~ \\1 I I I I 1I I 1 I I I I I I 11/11/' ~ t ~\\\I I I I 1111I 11 f---.o I---- I-- I-t-I... r---.. f=:::: ~ c -L. LJI
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--_._---- Personnel and Equipment Access Opening PLAN C-C PLAN 0-0 Details p.5.FIG-4 Fig. 5.2-3
21.1 K/FT 23.71<11=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 " -~ .....- . - 4034 K/FT.
10 :E.8 FT-K/fT 0 - 68. 3 FT.K/FT - 1H.8 kl1=T MERIDIONAL MOMENTS SH EARS DEFLECTION MfAIDIONAL FORei HOOP FORCE la:im Nuclear Update -1 TMI Unit-1 7/82 Dead Load p.5.FIG-5 Fig. 5.2-4
MERIDIONAL MOMENTS SHEARS DEFLECTION MERIDIONAL fORCE HOOP FORCE Em!J Nuclear Update -1 TMI Unit-1 7/82 Initial Prestress p.5.FIG-6 Fig. 5.2-5
572.4 -711.9 K/FT FT-KiFT ' " -130.57 K/FT 45.05 K/FT 150 140 130 120 no ~ 100 w W LL 9() ~ ~ 80 ~ w 70 ~ w 60 50 *783.7 KlFT 40 *.399-30 20 to 471.6 D 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 Update -1 TMI Unit-1 7/82 Final Prestress at Operating Condition p.5.FIG-7 Fig. 5.2-&
-786.8 K/FT
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......,j. . . . . . -144.3 K/FT 49.8X/FT 150 140 130 120 "0
~ 100 w w
- u. 90 z*
Q 80 ~ w 70 w
'0 SO ...- 166.2 11FT 40 30 20 10 0 521.3 FT-K/FT '-"'_ - 83.4 K/FT -453.7 K/FT MERIDIONAL MOMENTS SHEARS DEFLECTION MERrDlONAL FORCE HOOP FORCE 0i!l Nuclear Update -1 1MI Unit-1 7/82 Final Prestress at Accident Pressure p.5.FIG-8 Fig. 5.2-7
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[[il!l Nuclear Update -1 TMI Unit-1 7/82 Wind Pressure Distribution Around Outside Surface of Reactor Building p.5.FIG-9 Fig. 5.2-8
~.28 KlfT
- 2.21 liFT 12.453 FT-K/FT 3.81 lIfT e.88 ~/fT 1SO 1<<>
1]) - - - -......- - - . 2.274 FT*K/fT 120 - no - 100 - ....-...- 0.0238 '0 (. ) ..-...--- - 7*21 k/PT 90 80 70 60 5.96 liFT.
. -......- * \." KlfT 20.4) fT-K!Fl 20 10 o --........- ...._t----- - 1.77 K1FT 6*90 KIFT ME RIDIONAL MOMEN TS SH EARS DEFLECTION MERIDIONAL. FO~CE HOOP FORCE BimNuclear Update -1 TMI Unit-1 7/82 Wind Load
- p. 5.FIG-IO Fig. 5.2-9
0.00914" 0.02385" 0.01326 " ElEV.. 25'*0" ELEV.97'-6'" ElEV. 157 '- 0" Bir!lNuclear Update -1 TMI Unit-1 7/82 Wind Load - Radial Deflections
- p. 5.FIG-l1 Fig. 5.2-10
-5.5 K/FT 1SO -
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110 - (- ) 100 - -~4-- -7.55 FT-K/FT "'--0.0692" - ..........- -10.1 K/FT 90-80 - 70 - 60-5)- 40-3)-
- ..... 1I~- -1. 19 K/FT J)-
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TORNADO LOAD* RADIAL DEFLECTIONS (JOO MPIf WIND & 3 PSI VACUUM) ON5 0.05'4 .0331 ELEV. 91'*6~ ELEV. 157'-0* ELEV.25'-O* BiI!l Nuclear Update -1 TMI Unit-1 7/82
- p. 5.FIG-13 Tornado Load - Radial Deflections Fig. 5.2-12
t
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~--1 573 K/FT 51.6,K/FT ISO -
1..0 - -1286.6 FT-K/FT 130 - 120 - 257 K/FT 0.175" 110 - 100 - 90 - 10- (+) 5141(/PT 70 - 60 - 50 -
..0 -
30-20 - 10 - 0 (. ) 113.9 K/FT
- 647,9 FT-K/FT HOOP FORCE MERIDIONAL MOMENTS SH fA AS DEFLECTION MERIDIONAL FORCE lai!l Nuclear Update -1 1MI Unit-1 7/82 Internal Pressure 55 psi p.5.FIG-14 Fig. 5.2-13
t 516 K/FT
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120 .- 295 K/FT 0.201 " 110 - 100 - 90 - 10- (+) 591 KIM"
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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, Update -1 TMI Unit-1 7/82 Internal Pressure 63 psi p.5.FIG-15 Fig. 5.2-14
f 560 K/FT _____ -.1 0.879"
. . - - - -64.5 K/FT 150 -
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- p. 5.FIG-18 Fig. 5.2-17
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- p. 5.FIG-21 Fig. 5.2-20
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130-121 - 110 - .75 FT-K/FT 1.- 90-(-) 80-70- ...-~-. 13.1 K/FT 60-
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0 HOC P FORCE MERIDIONAL MOMENTS SH EARS DE FL EC TION MERIDIONAL FORCE
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- p. 5.FIG-23 Fig. 5.2-22
*1.82 K/FT - L96 K/FT 4.29 FT-K/FT
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.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 ~/FT MERIDIONAL MOMENTS SH EARS DEFLECTiON MERIDIONAL FORCE HOOP FORCE lai[I Nuclear Update -1 1MI Unit-1 7/82 Seismic Load - Vertical Frequency # 1 p.5.FIG-24 Fig. 5.2-23
0071 FT-K/FT
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140 - 130 - 120 - 110 - 100-90-80 - 70 - 60-50-40 -- 30 - 20 -
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p.5.FIG-27
ISO - -734.7 KIFT
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140 - 130 - 120 - 111 - ~ w 101 - W LL z Q
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-900.1 K/FT
,so ,- -164.7 K/FT 377.1 K/FT
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130 - 120 - 110 - ~ ~lDO-lL I z 90 - Q ~ .c( 80-w ..J UJ 7' - 60-50-40 - 30 - -.093" 20 - 10 - 0- ~ -85&.9 85.9 K/FT - 262.4 K/FT -316.4 K/FT FT-K/FT DEFLECTION MERIDIONAL FORCE HOOP FORCE MER IDIONAL MOME~TS SHEARS
~Nucl ..r Update -1 1MI Unit-1 7/82 Dead Load + Prestress + 1.15 Accident Pressure p.5.FIG-29 Fig. 5.2-28
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w w ....I 100 - Z g 90-t-
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~Nuclear Update -1 TMI Unit-1 7/82 Dead Load + Prestress + 1.5 Accident Pressure
+ Accident Temperature
- p. 5.FIG-30 Fig. 5.2-29
414.8 KIFT ISO - -168.0 KIFT
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+ Accident Temperature + 1.25 Earthquake
- p. 5.FIG-31 Fig. 5.2-30
413K/FT
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-453 K/FT 10 -
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+ 2.0 Earthquak~ + Accident Temperature
- p. 5.FIG-32 Fig. 5.2-31
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- p. 5.FIG-33 Fig. 5.2-32
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> ~5 90 FRAGMENT ANGLE (DEGREES) 135 180
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REACTOR BUILDING INTERIOR CONCRETE: 2" STRUCTURAL O.MPING E = 576,000 I(/FT 2 0.5" EQUIPMENT DAMPING II = 0.25 ELEV.365'-6"-- --ms = 50.8 I( SEC2/FT Ax = 1057 FT2
,. =528 5 FT2 I = 35\800 FT4 ELEV. 3.t6'-0 " - -
A = 1615 FT 2 AX =807.5 FT 2 I = 906,200 FT4 ELEV.321'-0"-- A = 1725 FT 2 A.., =862.5 FT 2 I = 187,800 FT 4 ELEV.309'-0"-- FT 2 A
* = 1725 A" =862.5 FT2 I = 887,800 FT" ELEV. 3~'-6"-- --m = 1.c2.3 K SEC 2/FT 1
2 A
* = 19Q3 FT A.., ='51.5 FT 2 I =735,700 fT" ELEV. 279 '_0 " - ..,.,.,.~"""~
ROeI' BimNuclear Update -1 1MI Unit-1 7/82 Lumped Mass Model of Reactor Building p.5.FIG-50 Fig. 5.4-3
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