ML20148F145
| ML20148F145 | |
| Person / Time | |
|---|---|
| Site: | Three Mile Island  |
| Issue date: | 09/01/1993 |
| From: | Augustine R, Ramden S GENERAL PUBLIC UTILITIES CORP. |
| To: | |
| Shared Package | |
| ML20148F000 | List: |
| References | |
| NS-T-0001, NS-T-0001-R00, NS-T-1, NS-T-1-R, NUDOCS 9706040114 | |
| Download: ML20148F145 (18) | |
Text
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- Oh ,15 -B*l 09 : 06 ': 5 7 f70413 GPU NUCLEAR B/A No. 128108
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W/O No. 95-552A-52108 SEISKIC QUAL $FICATION No. SQ - T1 - D$ -T *-C)co l REVISION 0
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COMPONENT: A/S' 7= bob I ~-
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SUBCOMPONENT(S)*
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i EVALUATED BY2
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EVALUATED BY: da A- DATE - N 8*
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1 t COMPONENT TAG NUMBER' 88-P ## / ~.
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- DOCUMENTS NUMBERS / STATUS sews V GMS 2 (TECHNICAL FUNCTONS DATA SURVEY) ,
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i PHYSICAL DRAWING / ASSEMBLY DRAWN 3 If~$~?h~7 {O7IE2 _
W VENDOR CATALOG / DATA /NSTRUCTON MANUAL -
.NSTAllATION SPECFICATON i
SEISMIC ANALYSIS / TEST REPORTS /CALCS CONCRETE OR PAD DRAWN 33, SPECS, BLOCK WAL13 EMBEDDED STEEL DRAWNGS -
ANCHORAGE DRAWING / DETAILS / AIDS f" f I9 FIELD CHANGE DOCS /MNCR'S o
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- GENERIC ISSUES POTENTIAL OUTUFR BASE PLATE PLUG WELDS
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- DsSPOSITION NEED MORE DATA KNOWN OUTLIER, SDSMC DATA ACCEPTABLE CONRMATON WALXDOWN ONLY ANCHORAGE CALCULATONS: _ EXIST _ PERFORM N FIELD COMMENTS Ak, f* /N S& U G- .b /-Pr> 8ASG. htL6cr ML*./LtM/ON FDL 7AA e
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( READY FOR SOUG WALKDOWN
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SCREENING EVALUATION WORK SHEET (SEWS) Sheet 1 of 2 f Equip. ID No.
.- NS-T-0001 Equip. Class 21 - Tanks and Heat Exchangers Equipment Description NUC SERV CLOSED COOLING WATER SURGE TANK Location: Bldg. FHB Floor El. 348 Room, Row / Col W 0F SFP A -
Manufacturer, Model, Etc. (optional) AgrpAw' re,vAs . W / e s r/z e u s u s r:ar t z.
SHELL CAPACITY VS DEMAND Buckling capacity of shell of large, flat-bottom, vertical. tank is equal to or greater than demand: Y N U ANCHOR BOLTS AND EMBEDM MI, capacity of anchor bolts and their embedments is equal to or greater than demand:
flry x 8,v ca n A iA tro,e Evn uor'oW hN U N/A '
CONNECTION BETWEEN ANCHOR BOLTS AND SHELL Capacity of connections between the ancho'r bolts and the tank shell is equal to or greater than the demand: Y N U N/A Arr,4 ce mwr a fb,e. ' ocu r t- W 7'e d FLEXIBILITY OF ATTACHED PIPING Attached piping has adequate flexibility to accommodate -
motion of large, flat-bottom, vertical tank: Y N U /
TANK FOUNDATION Ring-type foundation is not used to support la~rge, flat-bottom, vertical tank: Y N U IS EOUIPMENT SEISMICALLY ADE0VATE? N U' L.
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.05-1,5-97,09:06:57 SCREENING EVALUATION WORK SHEET (SEWS)' Sheet 2 of 2
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- c. Equip. ID No. NS-T-0001 Equip. Class 21 - Tanks and Heat Exchangers
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Equipment Description NUC SERV CLOSED COOLING WATER SURGE TANK COMMENTS
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i CAPACITY REDUC. Tiott FACTORS FOR CAST IN.P..L_AC. E .B.O..LT.S .a!
i WITH NUTS OR. HEADED STUDS _.
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. > . . . . -.......* - . . . ._ a Bolt Dia. (D) inches- f.000 ConcreteStrength fc(psi) = _ 3,000
~ReqUi'reEEade DiiiC(EEilnJ. inches -~8.75N. A'ctualEdgebiE(5)'inciiesi~$~'
Regi.,iM OniMn,MTLin;n);nG-r-- ----ActualEmbedment-(L-) inches-" 12" - - - ~ ~
} ._ . Required.Specing4Smin$latham .. .12.825 .. . ActualSpecing (S) inches -. 42.75. .-- -- .
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Note: if actual embedment,specing, or edge distance exceeds minimum required ,. 'i
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~~-~~-' ' use' minimum Varuosi f6fcalculation o' f reduction factors.' l L= 10 ..mches- '
4= -dtE25 - inches -E-= 5-~ inches.
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2 THETA (edge dist.) =; 2 cos.1-(2E/(2L+D))
=
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. ;2;11 rad =
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1QS .
. THETA (spacing) = h.4Sl(2L*D)) .. . . .
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- i s =
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. .. . . .E_ =... - -.5. 0 . >=4D, but not > Emin, pullout reduction factor must be appl.ie..d . . .. 1 2'
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- REs = - Shear Capecity Reduction Factor = 0.0131*(E/D)^2
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, * ~ ~'CoriEriite' ster'ijtN450'd jiilVut >s 2'500 psf. StEngth reduction factor tsquired. ~ ~ " ~ ~ ~ ~ ~ ' ~ ~ -"
. . . . _ ~ . . . . . . . _ , _ ... _ _ .. . _ . . _ . . . .. . . . . .... .
. . . . . .. ...Reductiortfactor4 rep).=.(REs).=. SQRT.(fc13500) ... . . . . . . . . d ..
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- D= . ' f.QQ . ._ .
L >= 100, no reduction factor required, f
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2*D= .Z.Q2 . . - . .
- . . . ...w..........s..... . . . . . . .
.( Actual spacing equals or exceeds required spacing, no pullout reduction factor required.
. . . - . .. i 3
l Shear capacity reductrort factor for clQ i.piscaicast.in-place anchor bolts = RSs:
RSs = 1.QQ . f.o.r.ac.t.u.al s. pacing (S) >= 2
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.. - -Redsed-Allowable loeds-- --- . - - - - - . - - ' . .--...:------------. '
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H .From Table C.31 of the=.G1P, the subject bolt has the following full allowable loads- .
2f ,
[* - - . .
Forum 7 T'00(T-~1ruttes,The attowabte punout capacityTFu-h the-anowable-shear capacity.(Vu'F. 43 35^ LM. -- ---
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The revised pulloutload = Pu m Pu'
- rep
- RFp
- RLp
- RSp :
u '
o =..-20 W ik --
The revised shear load = Vu = Vu'
- REs
- RFs
- RLs
- RSs .
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