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~ I--~M ...~ OI-----4~------------+---------------t,.....-..-ot G-O D-Z o Z | ~ 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 | |||
~.28 KlfT | ~.28 KlfT |
Latest revision as of 23:41, 18 March 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
(b) (5)
TMI UFSAR Figure 5.2-2 Deleted
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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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70 60 -
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- 1. 37 K/FT .0146 " -~ .....- . - 4034 K/FT.
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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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-786.8 K/FT
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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<<>
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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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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..0 - -1286.6 FT-K/FT 130 -
120 - 257 K/FT 0.175" 110 -
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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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f 560 K/FT
_____ -.1 0.879"
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-4'5 K/fT 140 -
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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
t 672 K/fT
~-l 75.2 K/FT
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~Nucl . .r Update -1 1MI Unit-1 7/82 Operating Temperature - Winter p.5.FIG-19 Fig. 5.2-18
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Wall and Buttress - Accident Temperature T = 10,000 aec p.5.FIG-20 Fig. 5.2-19
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.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
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120 -
110-100 -
90-80-70-60- .218 KlFT 50- -.000252" -.41 KlFT 40-30-20-(+)
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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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0071 FT-K/FT
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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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-900.1 K/FT
,so ,- -164.7 K/FT 377.1 K/FT
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120 -
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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
150 - -267.8 K/FT 1~ -
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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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120 -
110 -
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- p. 5.FIG-32 Fig. 5.2-31
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- p. 5.FIG-33 Fig. 5.2-32
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- p. 5.FIG-52 Fig. 5.4-5
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~Nuclear Update -1 IMI Unit-1 7/82 Floor Response of Mass Point 2 - Comparison p.5.FIG-53 Fig. 5.4-6
5.0 I I I I I I II II II III I I I I I I I I I I I I II II II 1111 1111111111 III111II111I111I1111lB 111111111 I1I1 II RESPONSE SPECTRU~4 BY THE METHOD OF BIGGS AND ROESSET WITH I 11111111111111111I1I1I"""IIIIIIIIIII I
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