ML16295A274

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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)


Text

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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

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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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                                           ......,j. . . . . .                   -144.3 K/FT 49.8X/FT 150 140 130 120 "0

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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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11) - 21.~ K/FT 13 - (+ )

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

                                                                                                                 <<8 K/FT
                                                                                                       ~--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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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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  • 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"

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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

                                                                                                             ~-l 75.2 K/FT
                                                            - 77.4 K/FT 150 -                                                                                                                                         -497 K/FT
                                 -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
                        . - - 383.7 FT-K/FT         - 3.82 Ktf=T                          6.743 K/FT 150 -

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-_........
                           "...-_             ~-- ~.2  K/FT MERIDIONAL MOMENTS         SHEARS               DEFLECTION MERIDIONAL FORCE                 HOOP FORCE
                                                                                                      ~Nucl . .r                         Update -1 1MI Unit-1                               7/82 Operating Temperature - Winter p.5.FIG-19 Fig. 5.2-18

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EACTOR BUILDING SECTION TMI Unit-l 7/82 T -10.000 SEC. Wall and Buttress - Accident Temperature T = 10,000 aec p.5.FIG-20 Fig. 5.2-19

I r-.17~. --10.31 K/FT t

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10 - 0 93.17 FT-K/FT -5.83 K/FT I.. 72.7 K/FT

                                                                                                           .1         ~             I--    43.2 KlFT MERIDIONAL MOMENTS          SH EARS                      DEFLECTION                 MERIDIONAL FORCE         HOOP FORCE tmmNuclear                             Update -1 TMI Unit-1                                   7/82 Seismic Load - Horizontal Frequency # 1
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
                                                        -.CW7 K/fT 150 -

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
                                                                                                                 *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 ~/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

                                                                           .000308"
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                                      .013 K/FT               .000057"                            ICW7 K/FT 150 -

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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

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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

  • 90-

~ 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 _

     ):20 -
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                                               -2086.7 FT-K/FT                                                                                          -993.4 K/FT t-    no -

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

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W 70 - 50-40 - 30 - 20-10 - ..048"

                                                                                                                                                           *582.2 KIFT 0-   . 1405.5 FT*K/FT                                     z4   200.4 K/FT
  • 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 ..-

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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
                                                                                                                                 + Accident Temperature + 1.25 Earthquake
p. 5.FIG-31 Fig. 5.2-30

413K/FT

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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

n, I 1--..;.;:~:....P_LA_TE~ ....;130~'_-~0* ElEV. 281'-0" .. <I

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                                                              ~tt LINER PLATE ElEV. 279'-0*   I
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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

0.5 0." C)

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GOLDEN GATE NORMALIZED RESP.SPECTR~M

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0.2 0." 0.6 0.8 1.0 PERIOD, T (SEC) BimNuclear Update -1 TMI Unite' 7/82 Ground Response Spectra* Comparison

p. 5.FIG-51 Fig. 5.4-4

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