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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--_._---- Personnel and Equipment Access Opening PLAN C-C PLAN 0-0 Details p.5.FIG-4 Fig. 5.2-3

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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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((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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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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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

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

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p. 5.FIG-21 Fig. 5.2-20

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

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p. 5.FIG-23 Fig. 5.2-22
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TMI Unit-' 7/82 Typical Crane Bracket Detail p.5.FIG-26 Fig. 5.2-25

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p.5.FIG-27

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~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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~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

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+ 2.0 Earthquak~ + Accident Temperature

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

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A = 1615 FT 2 AX =807.5 FT 2 I = 906,200 FT4 ELEV.321'-0"--

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FT 2 A

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2 A

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BimNuclear Update -1 TMI Unite' 7/82 Ground Response Spectra* Comparison

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

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p. 5.FIG-52 Fig. 5.4-5

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