Revision as of 13:53, 30 October 2019

Text

010-05 Containment System and Other Special Structures-Figures - Redacted
	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: ML16127A469; ML16127A471; ML16127A474; ML16127A476; ML16127A477; ML16127A479; ML16127A480; ML16127A481; ML16127A483; ML16127A484; ML16127A485; ML16127A486; ML16127A491; ML16127A492; ML16127A493; ML16127A494; ML16127A495; ML16127A496; ML16127A498; ML16127A499; ML16127A500; ML16127A501; ML16127A502; ML16127A503; ML16127A504; ML16127A506; ML16127A507; ML16127A508; ML16127A510; ML16127A511; ML16127A512; ML16127A513; ML16127A514; ML16127A516; ML16127A517; ML16127A518; ML16127A519; ML16127A521; ML16130A150; ML16130A151; ML16130A152; ML16130A153; ML16130A154; ML16130A155; ML16130A156; ML16130A157; ML16130A158; ML16130A159; ML16130A161; ML16130A162; ... further results
References
	Download: ML16295A274 (50)
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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

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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-&

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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

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                                                                                                                                                     - 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.

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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

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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)-

10 - o 32.3 FT-K/FT ~ ~ _....._O.J) K/FT 33.7 K:/FT ....- 27.0 K/FT MERIDIONAL M~ENTS SHEARS DEFLECTION MERIDONAL FORCE HOOP FORCE (INCLUDES GUST FACTOR = 1.3) B:im Nuclear Update -1 1MI Unit-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 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 -

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                         - 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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382 K/FT 140 - 1479.6 FT*K/FT 130 -

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 -
                                                                                                                                                -4'5 K/fT 140 -
                              - 1608 3 F T- KIF T 130 -

120 - . - - - 321 K/FT 110 - 100 - 90-80 - (+) "'-1'--- 642 K/fT 70 - 60 - so - 40 - 30 - 20 - 10 - (. ) o - -.....-~~-142.4 K/FT

                     - 809.9 FT-K/FT HOOP         FORCE MERIDIONAL MOMENTS                   SH lARS                 DEFLECTtON

[aENuclear Update -1 MERIDIONAL fORCE 1MI Unit-1 7/82 Internal Pressure 68.75 psi p.5.FIG-16 Fig. 5.2-15

t 672 K/fT

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                                 -1929.9 FT-K/FT 1~0  -

130 - 385 K/FT '10 - 0.262" 110 - 100 - 90-(+) 7J1O KIF' 10-70 - 60-50-40 - 30-20 - 10 - 170.8 K/FT 0

                       - 971.9 FT-KIFT MERIDIONAL MOMENTS                   SHEARS                 DEFLECTION   MERIDIONAL FORCE                    HOOP FORCE mil!l Nuclear                         Update -1 TMI Unit-l                                7/82 Internal Pressure 82.5 psi p.5.FIG-17                                                                                                                                  Fig. 5.2-16

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p. 5.FIG-18 Fig. 5.2-17

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wo - 130 - 120 - 110 - lao - 90-10-70 - 60-50-40 - 30-20- ~--.078" 10 -

                                                                                                                           . - - -164.6 K/FT 0-  -136.0 FT-K/FT-_........
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p. 5.FIG-21 Fig. 5.2-20

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0 HOC P FORCE MERIDIONAL MOMENTS SH EARS DE FL EC TION MERIDIONAL FORCE

                                                                                                              £a:im Nuclear                          Update -1 TMI Unit-l                                   7/82 Seismic Load - Horizontal Frequency # 2 p.5.FIG-22                                                                                                                                       Fig. 5.2-21

                                  - .669 FT-KIFT
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140-130 - 120 - 110-100 - 90-80-70-60- .218 KlFT 50- -.000252" -.41 KlFT 40-30-20-(+) 10 - o ..-.- .473 FT-KIFT -.029 K/FT -""~""'--""'---.348 KlFT MERIDIONAL MOMENTS SH EARS DEfLECTION MERIDIONAL FOfKE HOOP FORCE Ia:im Nuclear Update -1 1MI Unit-1 7/82 Seismic Load - Horizontal Frequency #3

p. 5.FIG-23 Fig. 5.2-22

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                                                    .20 K/FT          .00061 "
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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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p.5.FIG-27

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140 - 130 - 120 - 111 - ~ w 101 - W LL z Q

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~ 80. ~ - ,,333- > w ..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

                                                                                                                                                          -900.1 K/FT
   ,so ,-                                                        -164.7 K/FT                                    377.1 K/FT
                                          -2258.3 FT-K/FT 140 -

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

150 - -267.8 K/FT 1~ - 130 _

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w w ....I 100 - Z g 90-t-

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180.0 K/FT DEFLECTION MERIDIONAL FORCE HOOP FORCE MERIDIONAL MOMENTS SHEARS

                                                                                                                          ~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

                                            -1847.8 FT-K/FT 1~0 -                                                                                                           .332.4 K/FT
                                                                                                                                                             -897.3 KIFT 130 -
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110 - ..-w W L&- 100 - za 90-Q ..-

505.0 FT-KIFT

>    80-w
..J w     70 -
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                                                                                                                                                             *497.1 KIfT 0-           *1052.9                                      ,. 170.0 K/FT                                          *227.2 K/FT FT*K/FT MERIDIONAL MOMENTS                 SHEARS                DEFLECTION       MERIDM>NAL FORCE                        HOOP FORCE Iml!J Nuclea,                        Update -1 1MI Unit-1                                 7/82 Dead Load + Prestress + 1.25 Accident Pressure
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p. 5.FIG-31 Fig. 5.2-30

413K/FT

                                                                            -.363"
                                                  -162 K/FT                                           -405 K/FT                                 -912 K/FT 150 -                        -2951 FT-K/FT 140 -

130 - 120 - 110 - ~ w 100 - w "- I 90-Z 0 ~ 80 - ~ > w -J 70 - W 60 - 50-40 - 30 - 20-

                                                                                                                                             -453 K/FT 10 -

0- 97 K/FT -.022 " -137 K/FT MERIDIONAL MOMENTS SHEARS DEFLECTION MERIDIONAL FORCE HOOP FORCE ra:im Nuclear Update -1 1MI Unit-1 7/82 Dead Load + Prestress + 1.0 Accident Pressure

                                                                                                           + 2.0 Earthquak~ + Accident Temperature

p. 5.FIG-32 Fig. 5.2-31

N,=ajr ITIIJ tai!l Nuclear Update -1 TMI Unit-1 7/82 Critical Buckling Stresses

p. 5.FIG-33 Fig. 5.2-32

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TMI UFSAR Figure 5.2-34 Deleted

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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 " - ..,.,.,.~"""~
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TMI UFSAR Figure 5.6-2 Deleted}}

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