ML20203J315 - kanterella (2024)

{{#Wiki_filter:- - - - - - - - - _ATTACHMENT A to 3F1297-24 FLORIDA POWER CORPORATION CRYSTAL RIVER UNIT 3 DOCKFT NUMBER 50-302/ LICENSE NUMBER DPR-72 h 4. CALCULATION S97-0541, REV. 0 (Confirmatory Study of Selected Safe Shutdown ,Equipment Anchorage for USI A-46) t af 0 0 y _ PDR q,

 ~ - Elorida INTEROFFICE CORRESPONDENCE -. 4 Power A -c -To ~

NT60 1503 s Nuclear Engineering Of fice MAC Telephone

SUBJECT:

Crystal River Unit 3 lQuality Records Transmittal Analysis / Calculation l T O. Records Management NR2A The following analysis / calculation package is suomitted as the OA Record copy:DOCNO 48 PC DocVMENT IDtNisFICATION NUMetR Rtv Sv5 TIM'51 TOTAL PAGES TRANSMiTTfD S97-0541 0 MT, ER, AC, DP,). ES,AH /7h TrTtt Confirmatory Study of Selected Safe Shutdown Equipment Anchorage for USl A46 lj uwDS 110tutiPV ElvwoRDS FoR LAf tR RETRitVAd l. Seismic, SQUG, USl A46, Anchorage i! l DxRtp tREFERENCES OR Pitts LIST PR' MARY FILE FIRST#l VEND IVENDOR NAME: vtNDoR DOCUMENT HuMatR IDxREFl l SUPERSEDED DOCUMENTS (DyRIF) l Stevenson & Associates n/a ln/a i! MTMC 18 l MTSW 3F cgyE-/A l VBTR 1 A VBil 1E l MTXS-1 l ACDP 51 ER1 Through ER8 l MTSW-2C l DPDP-6A MTMC-12 l ACDP-68-T l ESCC 1 AHCP-4 l DPDP 1B l MTMC-21

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COMM(NTS (USAGE RISTRICTIONS. PHOPMitT ARY. (TC 1 This calculation is being issued for reference only as an independent study 'o address anchorage of selected equipment. This calculation is provide a bounding calculation.4

 ""This calculation is not a design basis calculation for any of the above tag numbers.**"

NOTE:Use Tag number only for valid tag numbers (i.e., RCV 8, SWV 44, DCH.99), otherwise; use Part number

field (i.e. CSC14599, AC1459). If more space is required, write "See Attachment" and list on separate sheet.

 "FOR RECORDS MANAGEMENT USE ONLY '

Quality Record Transmittal received and information entered into SEEK.Entered by: Date (Return copy of Quality Document Transmittal to NOE Support Specialist.)l De nATt vtminic ArioN ENcinetR DATE , ..DATE l d bscNENGR/ n44 fift(&+ Ithlhi kvisc .Nu t[AR Elt l2 ~ G c.cw w mr cc: Nuclear Projects (if MAR /CGWR!PEERE c www Calculation Review form Part lit actions req 6lred Yes @No Return to Service Related) Yes @ No (if Yes. send copy of the form to Nuclear Regulatory urance and a

, Supervisor. Conhg. Mgt. Info. copy of the Calculatrn to the ResDonsible Organization (s) identified in j Mgr., Nucl. Operations Eng. lOnginoO wlattach Part til on the Calculation Review form.)

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(gN_./CALCULATION REVIEW cxchevenu Page 1 of 2 -C4CWATON NO /htV.S97 0541, Reviston 0 PART I - DESIGN ASSUMPTION / INPUT REVIEW: APPLICABLE Yes No The following organi;ations have reviewed and concur with the design assumptions and inputs identified for this calculation:Nuclear Plant Technical Support s.ea.ie.,o.=System Engr 1Nuclear Plant Operations o,,,,13, s.oa.w.+..s.ea.w.c..6.en.w.m.=PART ll - RESULTS REVIEW: APPLICABLE Yes @ No The following organizations have reviewed and concur with the results of this calculation and understand the actions which the organizations mu::t take to implement the results.Nuclear Plant Technical Surport System _Engr Nuclear Plant Operations s.ea.w.m..Nuclear Plant Maintenance s.va.w.<o.=Nuclear Licensed Operator Training s.aa.w.o..Manager, Site Nuclear Services s.va.w.o..Sr.' Radiation Protection Engineer son.w.e =OTHERS:- s.,a.w..o..Sga.w.to.i.R.w 817

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CALCULATION REVIEW

 ~ Page 2 of 2

_ l cuewanow no mev S97 0541, Revision 0 PART lli CONFIGURATION CONTROL: APPLICABLE Yes @ No The following is a list of Plant procedures / lesson plans /other documeMs and Nuclear Engineering calcu!ations which require updating based on calculation results review:Document Date Recuired Resoonsible Oraanization fUp:n completion, forward a copy to the Manager, Nuclear Regulatory Assuranoe Group for tracking of actions if any items are identitled in Part 111. If calculations are listed, a copy shall be sent to the original file and the calculation log updated to reflect this impact.PARTIV - NUCLEAR ENGINEERING DOCUMENTATION REVIEW The responsible Design Engineer must thoroughly review the below listed docurrients to assess if the calculation requires revision to these documents. If "Yes," the change authorizations must be listed below and issued concurrently with the calculation.

 'V0"*

Ethance.J Design Basis Document ]Yes@No"C* Vendor Quahhcation Package Yes@No Topical Design Basis Doc. "C" FSAR

 ] Yes @ No "'"*'* No ]Yes@ "C" improved Tech. Speci#'ation ]Yes x No "*""* E/SOPM No ]Yes.

L Other Documents reviewed:improved Tech. Spec. Bates

 ] Yes x No *"**

Conbg. Mgmt, Info. System Yes Yes @ No(com icm acac ann ca Analysis Basis Document O Ya' S No"C" QYes]ww ooc. un=,.co Ossign Basis Document Yes@No"C# Yes]w w.m -n .Appendot R Fire Study Yes

 ] Yes @ No"C" ic-wa occ annu.co Firu Hazardous Analysis nce y,,

Yes @ No (cM8ea coC MFEREmeggj aces y,,NFPA Code Conformance Document ] ies @ No m a ooc ann cn PART V - PLANT REVIEWS / APPROVALS FOR INSTRUMENT SETPOINT CHANGE PRC/DNPO approvalis required if a se', point is to be physically changed in the plant through the NEP 213 process.PRC Review Required Yes X No PRC Chairman /Date DNPO Review Required Yes

 @ No DNPO /Date Ot54GN t GNt17404Tt otS&GN (NGINE(R PRINTEQ NAMg N / $$ f how e17

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 /j g.. . .. . .CALCULATION ... VERIFICATION REPORT Cryst:1 Riv:r Unit 3 CALvtRRP PRM Page 1 of 1 CM. Cut AtON NutiaSt M S97 0541 VaGJS C11tl1Lr Confirmatory Study of Selected Safe Shutdown Equipment Anchorage for USl A46 YtB- NO N/A 1, g Are inputs, including codes, standards, ogulatory requirt.ments, procedures, data, and Eng.neering methodology correctly selected and applied?

2. X Have assumptions been identified? Are they reasonable and justified? (See NEP 101, V.c, for discussion on references).

Are references properly identified, correct, and complete? (See NEP 101, V.c., for

3. @

discussion on assumptions and justification.)

4. @ Have applicable construction and operating experiences been considered?

5. g Was an appropriate Design Analysis / Calculation method used?

6. In cases where computer software was used, has the program been verified or reverified in accordance with NEP 135 for safety related design applications and/or are inputs, formulas, and outputs associated with spreadsheets accurate? (SEE NOTE 1)

7. @ ] is the output reasonable compared to inputs?

8. @ Has technical design information provided via letter, REA, IOC or telecon by other disciplines or programs been verified by that discipline or program?

9. @ Has technical desigt. .aformation provided via letter c telecon from an external Engineering Organization or vendor been confirmed and accepted by FPC?

10. @ @ Do the calculation results indicate a non conforming condition exists? If "Yes,"

immediately notify the responsible Supervisor.

11. Do the results require a change to other Engineering documents 1 If "Yes," have these documents been identified for revision on the Calculation Review Form?

I have performed a verification on the subject calculation package and find the results acceptable. ,vt.#tCATON ENaeettR QATE 5VPf * "50R. NUCLE A '#GINE S AING QATE 8e*# 8AAS4 L THoanPM N It/n/O w lt /q D.,i ,, -NOTE: This calculation uses computer software that has not been verified to FPC's Procedure NEP 135.This calculation is to provide resolution to USl A46. This caletalation is not to be used for the design basis analysis of any of the listed equipment. Therefore, consider this acceptable for this limited application.i

 - Re, s 31 +

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SUMMARY

A U, Ol5CIPUNE CONTROL NO. AtVi$l0N LEVEL DOCUMENT IDENTIFICATION NUMBER S -97 0541 0 Tritt CLAS$2PICATION (CHECK ONt)Safety Related

 % Non Safety Related C:nfirmatory Study of Selected Safe Shutdown Equipment Anchorage for USl A46 "^^'5 * *'""E"8NUM8E" VirdDOR DOCUMENT NUM9th APPROVAL PRINTED SIG,NATilRES NAME Design Engineer [h (( C. Glenn Pugh D:ts /g/,7ly; Verification Engineer //[/M Mark L. Thompson D:ta sp/g [q)

Supervisor( h_ C.m., h_ _ ,y _Dan Jopling Date l t ~ l L,,4 ireua mevmo Original Issue 79%%I

SUMMARY

The purpose of this calculation is to document anchorage calculations done to address USI A46.Mibu(IS

SUMMARY

Specific results and conclusions are shown'in the various attachments to this calculation a1 n , est ;l

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 ,( y "" * """ . DESIGN ANALYSIS /CALCdLATION Crystal River Unit 3 otsachu Page l of 3 DOCUMENT IDENT*nCAh0N No- - Revision ~

S97 0541 0-SECTION l PURPOSE:-The purpose of this calculation is to place into the CR3 files a copy of the attached evaluation.This anchorage study is to provide additional assu:ance that FPC's USl A46 position on anchorage is a valid position. The P! ant Specific Procedure (PSP) for Resolution of Unresolved Safety issue (USl) A46 states that the judgment and experience of well trained engineers is adequate to d:t:rmine the adequacy of equipment anchorage.This calculation is not meant to be the Design Basis calculation for any of the listed equipment tag numbers. Some of the listed equipment is safety related, others are non safety related. Since this calculation is intended to be more of a " study" than a design basis calculation - unverified software was allowed to be used.This study takes a subset of the equipment contained on the USl A46 SSEL and performs a bounding calculation. The intent of this bounding calculation is to envelope the equipment at CR3 and to ensure equipment anchorage adequacy. This study included the following sc,uipment categories:Equipment Class 1, Motor Control Centers Equipment Class 2, Low Voltage Switchgear Equipment Class 3, Medium Voltage Switchgear Equioment Class 4, Transformers Equipment Class 14, Distribution Panels Equipment Class 16, Battery Chargers and Inverters Equipment Class 20, Instrument and Control panels and cabinets.From this list of equipment categories, a sample list has been prepared. This list is further comprised of three categories.First, the NRC Staff had a specific question on the adequacy of the anchorage for the following tag numbers. The calculation contained in these Attechments are to address specific concuns on the anchorage of these items.MTMC-18, Class -1, Auxiliary Bldg, El. 95, Resolved in Attachment "A"

 , MTMC-21, Class 1, Auxiliary Bldg, El.119, Resolved in Attachment "O" DPDP-1 B, Class 14, Control Complex, El.108, Resolved in Attachment "N" VBIT-1 E, -Class id, Control Complex, El 108, Resolved in Attachment "B" AHCP-4, Class 20, Control Complex, El.164, Resolved in Attachment "M" S:cond; a sort was madedf the SSEL to determine the highest elevation for each class of cquipment. From this sort a sample of equipment from the above subset of equipment

Rev C/M RET: Lete si piaat PtsP feucwas Engin**'*ne

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(/ " " " " ' "DESIGN ANALYSIS / CALCULATION Crystal River Unit 3 Df EA C PRM Page 2 of 3 00CVWNT DENhriCAh0N N0 mtv'SiON -S97 0541 0 categories is chosen The intent of this list is that the equipment category is enveloped. The calculations to be done here will bound, or, envelope, the anchorage for similar equipment.MTSW-3F, Class 2, Control Complex, El.145, Resolved.in Attachment "E" MTXS-1, Class 2, Control Complex, El.145, Resolved in Attachment "F" MTSW 2C, Class 3, Control Complex, El 108,~ Resolved in At' chment "G" ACDP 68 T, Cla,ss 4, Control Complex, El.124, Resolved in Attachment "H" 1 VBTR 1 A, Class 4, Control Complex, El.124, Resolved in Attachment "l" ACDP-51, Class 14, Control Complex. El.145, Resolved in Attachment "J" DPDP 6A, Class 14, Diesel Building, El.119, Resolved in Attachment "K"

 ~ ESCC-1, Class 20, Control Complex, El.145, Resolved in Attachment "L" ,

Third, the list of equipment that follows has been declared outliers per the PSP. The purpose of these calculations is to verify that this equipment will remain in place without anchorage present. These components have been declared outliers and have been screened to be post-restart oudiers. The intent of these calculations is to show this equipmtnt will remain in place if

 *he equipment is lef t unanchored until a modification can be done.

ER1, Class 20, Control Complex, El.145, Resolved in Attachment "C" MTMC-12, Class 1, Turbine Bldg, EF 119, Resolvad in Attachment "D" (Note: MTMC-12 actually has anchorage that was identified on SEWS as poor)The results of this anchorage review is attached, SECTl?N 11 RESULTSICONCLUSIONS:The attached reviews show rt.sults and conclusion for each of the listed equipment items. With the exceptions noted above, this selection of equipment is intended to bound, or envelope, equipment in the same USl A46 Equipment Class.1 DECTION til DESIGN INPUTS:S:e individual Attachments.SECTION IV- ASSUMPTIONS:Since this is intended to be an enveloping, or bounding, type cal'culation, any assumptions used

are to provide a worst case answer. This implies all assumptions should be conservative. There are no assumptions that require later confirmation.

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OtSA-C FRM Page h of _00CVutNT tDENTF4ATION No. PEVISION S97 0541 0 EECIlON V

REFERENCES:

Sn individual Attachments.SECTION VI DETAILED CALCULATIONS:See individual Attachments.SECTION Vil ATTACHMENTS:Attachment Tag Number Pages A MTMC-18 6 9 VBIT-1 E 6 C ER1 through ER8 12 D MTMC-12 7 E MTSW-3F 14 F MTXS-1 6 G MTSW-2C 6 H ACDP-68-T 7 I VBTR 1 A 6 J ACDP-51 7 K DPDP 6A 7 L ESCC 1 ,5 M AHCP-4 6 N DPDP-1 B 7.O MTMC-21 4 T CHHE-1 A 3 P "The Behavior of Inverted Pendulum Structures During Earthquakes"- 16 pages Q ATC-10-1, " Critical Aspects of Earthquake Ground Motion and Building Damage Potential"-11 pages R Stevenson & Associates Letter' dated 11/26/97,

Subject:

" Confirmatory USI A46 Evaluation of Selected Safe Shutdown Equipment at CR3"- 14 pages S' SSEL ltem sort, by class, building and elevation - 18 pages Rev C/MS MT Lde of mont fESP Nucket 8%erW

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l REV 1 0.0850 0.03M 0.0723 0.1355 0.0052 0.06T7 i 0.1700 0.0773 0.0723 0.0052 O.3400 20.7M3 9.7311 4.5551 94.6937 s 0.$100 45.0156 14.M80 4.3839 197.3449 l 0.6400 69.2815 16.2154 3.7912 262.M03 O.8600 93.5088 17.$087 3.2783 306.ll42 a 1.0200 105.2940 16.4295 12.143, 2.5636 269.9275 g = g kr 1: (4) dc

 -i.3800 10%.2940 1.4005 147.4451 1.6100 103.1302 10.1948 1.0078 103.934$ 'i.7270 101.8550 9.3ke 0.M50 88.1091 t [* *'/J e t !

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2.3800 112.1719 .2.5100 115.95M I.2374 0.4117 12 3 801 ; p; h, , , ..,, ,, t - [ < h 2.7200 122.7206 7.1807 9.4202 51.$429 (I: h r 'I*' }2.8900 134.8150 7.4244 0.4089 55.1215- )3.0600 3.2300 1'*.4982

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 '.4100 295.7892 7.3100 0.1807. $3.4359 s.lT43 270.4413 6.5470 0.11.15 42.463$

T.8200 270.4413 5.5041 0.1120 30.295*8.0500 267.0797 5.2004 0.1044 27.8424 8.2800 241.3454 4.6390 0.0892 21.$200 8.5100 217.6205 4,0700 0.0761 16.5646 '8.7400 201.6235 3.67 6 0.0669 13.4803 8.9743 187.9450 3.3? 0.0592 11.1203 9.2000 175.2324 3.0314 0.0524 9.1895 9.4300 164.1427 2.7703 0.0468 7.6747 ;9.M00 154.5600 2.$465 0.0620 6.4846 .9.8900 146.4842 2.3573 0.0379 l.5569 10.1200 139.6063 2,1956 0.0345 4.8205 10.3500 133.8103 2.0576 0.0316 4.2339 10.5800 128.6/12 1.9356 0.0291 3.7466 10.8100 124.1117 1.8273 0.0269 5.3390 11.0400 120.0545 1.7307 0.0250 ~2.9954 11.2700 114.3837 1.6436 0.0232 2.7013 11.5000 112.M*' 1.5610 0.0216 2.4366 -11.G00 1*~ hv8 1.4842 0.0201- 2.202v

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 .9000 91.2677 0.4858 0.0026 0.2360 30.1100 90.0698 0.4758 0.0025 0.2264 .30.5900 87.8674 0.4572 0.0024 0.2090 30.8200 86.9400 0.4490 0.0023 0.2016 31.0500 J5. 9740 0.4407 0.0023 0.1942 31.2600 85.0453 0.4332 0.0022 0.18T/

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.13.7700 129.5986 1.4979 0.0173 2.2437 13.9400 133.0762 1.5193 0.0173 2.3084

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 '#000 85.5490 0.4554 0.0024 0.2074 .. 1300 84.5057 0.4464 0.0024 0.1993 30.3600 83.5783 0.4381 0.0023 0.1920 30.5900 82.5350 0.4294 0.0022 0.1844 30.8200 81.8782 0.4228 0.0022 0.1788 31.0500 81.1440 0.4159 0.0021 0.1730 31.3800 80.4098 0.4091 0.0021 0.1674

_31.5100 79.7916 0.4030 0.0020 0.1624 31.7400 79.1347 0.3968 0.0020 0.1575 ;31.9700 78.5551 0.3911 0.0019 0.1529

 ~32.2000 78.0142 0.3856 0.0019 0.1487 32.4300 77.4T32 0.3802 0.0019 0.1446 ;

1 32.M00 77.0095 0.3753 0.0018 0.1408 '32.8900 75.7730 0.3667 0.0018 0.1344 33.1200 76.1208 0.3658 0.0018 0.1338 i.9 ili

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M DESIGN ANALYSIS / CALCULATION Crystel River Unit 3 33,,, t g ,, ,,g4,_m . . . ,,,c m , . ... m. ., v .i ~, ,a S -9 P c 541 o N/A ANCHOR analysis for MTSW 3F, EajhjlitE k.g1 Response Spectrum: User Frequency: User 0.00 Percent Damping: User 0.00 Spectrat Values:praction Acceleration (g's)North South 0 39 East - West 0 38 Vertical _0.25 An0 l e (N S Direction makes with the X Axis): 0.00 Combination Crittna: SRSS Weicht,s_,1 Number of Weights: 3 No Weight X Y Z 1 400.00 9.000 45.000 29.000 2 6675 00 57.000 45 000 29 000 3 5814.00 132 000 45.000 34.500 Forens J Number of External Forces: 0 Momente:Number of External Moments: 0 Allowables:_ Anchor:Number of Anchor types: 2 Tenston Shear Ultimate Ultimate Inter Inter Saf No. Dia Manufact Product Tension Shear Coetf Coeff Fact 1 1/2 Other Unknown 1500.00 6000.00 1.00 0.30 1.00 Expansion Anchor 2 3/4 Other Unknown 2640.00 3900.00 1.00 0.30 1.00 Expansion Anchor QQO.01210 Ultimate Stress: 3000.00 psi.Reduction Factor: 0.85 lt l = - .n l

l MDESIGN ANALYSIS / CALCULATION Orystal River Unit 3 I4 sheet E 7 of m voiwi oe.n ,.c.r.o. vo.in .. ..o. nemw .imni s-cn- o s4l o N/s we Allowablo S'ross: 30600 psi.Eltrinces:Number of Surfaces: 1 Surfaco Orientation Direction Direction Direction Comp Comp Comp Ne Nx Ny NZ 1 0 000 1 000 0.000 Anchor Pattern for Surface # 1(('V5 O!/&f7& t-9-99-99-4 99 S S G G 99 4-09-99-9 X--Legend for Anchor Patterns Anchor Dolts:Concreto Lines:{~]Concrete Points: ' _ _ _ , I m.___ _ J Weld Lines: [ ]Geometry:UKhE Number of Anchors: 20 W 900 871

M DESIGN ANALYSIS / CALCULATION Crystal River Unit 3 ne.i E. S og 14-u-i.o a,ni, w,o .. . ., u .....~,u S 0 5 4l O 'UA Anct, X Y Z Gurf No ld Coord Coord Coord Id 1 1 4 000 0 000 2.000 1 2 1 14.000 0 000 2.000 1 3 1 100 000 0 000 7.000 1 4 1 110 000 0 000 7.000 1 5 1 124.000 0 000 -7.000 1 0 1 140 000 0 000 7.000 1 7 1 148.000 0.000 7.000 1 8 1 164 000 0.000 7.000 1_0 1 4.000 0.000 56.000 1 10 1 14 000 0.000 56 000 1 11 1 100 000 0 000 56.000 1 12 1 116.000 0.000 56 000 1, 13 1 124.000 0 000 56.000 1 14 1 140 000 0 000 56 000 1 15 1 148.000 0.000 56.000 1 16 1 164 000 0.000 56 000 1 17 2 36 000 0 000 17.000 1 18.__ 2 78 000 0.000 17.000 1 19 2 30 000 0 000 41.000 1 20 2 78.000 0.000 41.000 1 fLoncrete Lines:

# of elements per line: 4 Number of Concrete Lines: 6 Start Start Start End End End Sf Line No X Coord Y Coord Z-Coord X-Coord Y.Coord Z Coord Id Width 1 0 000 0 000 0 000 18 000 0 000 0 000 1 1.000 2 18 000 0 000 18 000 96000 0 000 18 000 1 1 000 3 D6000 0 000 7 000 108 000 0 000 7 000 1 1.000 4 0 000 0 000 50 000 18 000 ___0 000 56 000 1 1 000 5 18 000 0 000 40 000 96 000 0 000 40 000 1 1.000 0 90 000 0 000 56 000 168 000 0 000 56 000 1 , 1.000 Concrete PointL; Number of Concrete Points: 0 Weld tingjt;# of elements per line: 4 Number of Wold Lines: 0 1 9 f ~*-1 '

M DESIGN ANALYSIS / CALCULATION Crystal River Unit 3 I4 Sheet b b of u,wi=,notar w no .... ar m.o., . .w ww.mu 5 o g 4i O N /A 1Determination of Redifglion Factors:Reduction Factor input for Anchor # 1 l 1No input . Reduction f ctors needing user input are not used.Reduction Factor input for Anchor # 2 No input . Reduction ' actors needing user input are not used.Reduction Factor input for Anchor # 3 No input - Reduction factors needing user input are not used.Reduction Factor input for Anchor # 4 No input . Reduction factors needing user ir put are not used.Reduction Factor input for Anchor # 5 No input Reduction factors needing user input are not used.Reduction Factor inc;t for Anchor # 6 No input Reduction factors needing user inpt are not used.Reduction Factor Input for Anchor # 7 No input Reduction factors needing user input are not used.Reduction Factor input for Anchor # 8 No input Reduction ' actors needing user input are not used.Reduction Factor input for Anchor # 9 No input Reduction factors needing usnr input are not used.Reduction factor input for Anchor # 10 No input Reduction factors needing user input are not used.Reduction Factor input for Anchor # 11 No input . Reduction factors needing user input are not used.Reduction Factor input for Anchor # 12 No input Reduction factors needing user input are not used, Reduction Factor input for Anchor # 13

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M DESIGN ANALYSIS / CALCULATION Crystal River Unit 3 n .i . Em g _ M eutut awtwicatow uvwata navisen atvue avwetwa 5-o-os4i o N /A No input Reduction factors needing user input are not used.Reduction Factor input for Anchor # 14 No input Reduction factors needing user input are not used.R: duction Factor input for Anchor # 15 No input Reduction factors needing user input are not used R: duction Factor input for Anchor # 16 No input Reduction factors needing user input are not used.R: duction Factor input for Anchor # 17 No input - Reduction factors needing user input are not used.R: duction Factor input for Anchor # 18 No Input Reduction factors needing user input are not used.R: duction Factor input for Anchor # 10 No input Reduction factors needing user input are not used.Reduction Factor Input for Anchor # 20 No input Reduction factors needing user input are not used.Reduction Factors Data Current: Yes Anc PalU Paltri No Id Vall Vater RT RN RL RG RS RE RF RC RR RP RB RM i 1 1500 00 N/A X X X X X X X X X X X X 6000 00 N/A X X X X X X X X X X X X 2 1 1500 00 N/A X X X X X X X X X X X X 6000 00 N/A X X X X X X X X X X X X 3 1 1500 00 N/A X X X X X X X X X X X X

 , 6000 00 N'A X X X X X X X X X X X X 4 1 1600 00 N/A X X X X X X X X X X X X 6000 00 N/A X X X X X X X X X X X X $ 1 1500 00 N/A X X X X X 'X X X X X X X 60o0 00 N/A X X X X X X X X X X X X 6 1 1500 00 N/A X X X X X X X X X X X X 6000 00 N/A X X X X X X X X X X X X 7 1 1500 00 N/A X X X X X X X X X X X X 6000 00 N/A X X_ . X X X X X X X .X X X 8 1 1500 00 N/A X X ~ X X X X X 'X X X X 6000 00 X N/A X X X X X X X ~

X X X X X 9 1 1500 00 N/A X X X X X X X X X X X X N . .000 871

M DESIGN ANALYSIS / CALCULATION Crystal River Unit 3 mum 1.~,.,w~g,g g f; g g

 . .. . . . .=.m,u S -cn - 054l o bl/A 6000 00 N/A X X X X X X X X X X X X 10 1 1500 00 N/A X X X X X X X X X X X X S000 00 N/A X X X X X X X X X X X X 11 1 1500 00 N/A X ,X. X X X X X X X X X X 6000 00 N,A X X X X X X X X X X X X 12 1 1500 00 N/A X X X X X X X X X Y X X 6000 00 N/A X X X X X X X X X X X X 13 1 1600 00 N'A X X X X X X X X X X X X 6000 00 N/A X X X X X X X X X X X X 14 1 1500 00 N/A X X X X X X X X X X X X 6000 00 N/A X X X X X X X X X X X X 15 1' 1$00 00 N/A X X X X X X X X X X X X 6000 00 N/A X X X X X X X X X X X X 16 1 1500 00 N/A X X X X X X X X X X X X 6000 00 N/A X X X X X X X X X X X X 17 2 2640 00 N/A X X X X X X X X X X X X 3900 00 N!A X X X X X X X X X X X X 18 2 2640 00 N/A X X X X X X X X X X X X 3900 00 N/A X X v X X X X X X X X X 19 2 2640 00 N/A X X X X X X X X X X X X 3900 00 NA X X X X X X X X X X X X 20 2 2640 00 N/A X X X X X X X X X X X X 3900 00 N rA X X X X X_ X X X X X X X tonend-N/A = Not Applicable Pr!I = Allowable Pull without Reduced Inspection Vril = Allowable Shear without Reduced inspection Prllr = Allowable Pull with Reduced Inspection Vrilr = Allowable Shear with Reduced inspection = Outlier X = Reduction Factor Not Used RT = Reduction Factor for Type of Anchorage RN = Reduction Factor for Installation Adequacy RL = Reduction Factor for Embedment RG = Reduction Factor for Gap at Anchors '

RS a Reduction Factor for Spacing RE = Reduction Factor for Edge Distance RF = Reduction Factor for Concrete Strength RC = Reduction Fe.ctor for Concrete Cracks RR = Reduction Factor for Essential Relays RP = Reduction Factor for Base Stiffness and Prying Action RB = Reduction Factor for Base Strength and Load Path RM

 = Reduction Factor for Embed. Steel and Pads Analysis Results:

An: lysis Performed: Ye, ou 900 871

M DESIGN ANALYSIS / CALCULATION Crystal River Unit 3 SheetI -$ of I4

o N/A Type of Analysis: Regular Spectral Accolorations (G's)No NS E-W Vertical Safety f actor 1 0.380 0.152 0.100 0.944_2 0.380 0152 0.100 15.768 3 0.380 0.152 0.100 7.533 4 0.380 -0.152 -0.100 10.523 5 0.380 0.152 0.100 18.060 0 -0.380 0.152 -0.100 3.709 7 0.380 0,152 -0.100 4.372 8 0.380 0.152 0.100 18.361 0 0.152 0.380 0.100 4.470 10 0.152 -0380 -0.100 42.433 11 0.152 0.380 0.100 46.907 12 0.152 0.380 -0.100 2.196 13 0.152 0.380 0.100 4.137 14 0.152 -0.380 -0.100 42.624 15 0.152 0.380 -0.100 2.308 16 -0.152 -0.380 0.100 46.907 17 0.152 0.152 0.250 8.258__18 0.152 -0.152 -0.250 6.064 19 0.152 0.152 0.250 2.558 20 -0.152 -0152 0.250 16.440 21 -0.152 0.152 0 250 8.258 22 0.152 -0.152 -0.250 8.219 23 0.152 -0.152 0.250 16 440 24 -0.152 0.152 0.250 2.421 Minimum Safety Factor: 2.190 The Anchorage Capacityis 2.100 times greater than the Demand

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Tyr. BI:ll.\Ylolt ol' INVl'.ltTl:1) PI':N Dlfl.t'.\l S Titt'C Tl*lli:8 DllitlNG l 1 l'..\llTilQL*.\1<!:8 l.liv Gunna; W. llotuut i AllsTit At *T ;Duong ihe Chibuni cartheinate a of Slav. Inun. a tunnin r n( lall leniter .iruvinn = auitived i the ground

q4e. i. mn m pri.ing.INTuonet rtos iINring the Chilean cattlupiake of .\tay, I!W), neveral golf balbon a tee types of l ' elevated water tani, . orvived the gremnl shaking despite the appearance of in.

 - stability, as described in a companion paper by W li Clmul On the other hand, much more stable appearing reinforced concrete, elevated water tanks were e-verely damaged as described in a co.npanion paper by 10 Y. Steinhengge and Ib flores. It is clear that,in thir case, the concepi of sepnweniing the cliert of an carth-quake by a certain tatic lateral force (pment u design) may be spiite misleading.

It i* not uncononon for hnibling endes to . pecily that elevated w ater tanks 3honhl be de igned for 10 per cent g and, judged from this point of view, the goH ball tank appeai3 to be in danger ftom eartlupmkes w hercan the strength and proportions of the concrete tank unnld be reasuring n to it.< ability to survive carthipmkes.Other unstable types of atructures have also survived strong earthipmkes. During l the Arvin Tehachapi carthipmke in California (.hdy *.!!,1%.') a tunnher of tall, slender, petroleum cracking towers atretched their anchor bolt and rocked back tmd furth on their loundation .' in onu Indian cities. hee ntanding stone v ohnuns that anpported heavy *taine remained standing ahhnugh at the end of the earth-

 'pt they woie surrounded by heap, of debris that had been more stable ,struc-l tm.7 Tall, rh.nder tone pillars in graveyard have also -mvived trong ground j tuntion . On the other hand,it ha mnetime, happened that hos like electric poaci i

transformer.* have rocked and overturned. Some light is t'mnvn on thin anomatons behavior by an arwly is ni the dj namics cf a ngid bloi k that is resting upon n rigid, horizontal ha. c and i* cxcited into rocking motion. It u ill be cen that the vibrational characterbtics of thi4 type of <tructure are nmikedly ditierent from tho e of a lin-e arly cletic structme.l'ut:n Ylutl \TioS.-4 h Ilgid hlock ehown in hg I will q.<cillate about the s enters of r'dation 0 and

 # " hen it i.4 *ct to rocking.11 i asumed that the coefheient of frictum is -nth-U"ntly large so that then* nill be no Shding between the block and the hac. The '36:niheant propertic.< of t he block are ite, weight, li'. its moment of inertia l. , about , ~~~~--- , ' linusn. r. C. W., "1.inut Dr ign of $tt ut tutes in llenist t.' art hquaken." l'rurrohne of fl..

II nd.l 4%nference on f:sselhquqL e Enyisittring, Nor tk unir 7 Engoitru tug is'etevela l u s ts'lu le .

 ?

I REV O SHEET 3-OF lb l t404 st1.tri x or int artsuotoolcat. soc cry of AMtRICA PtHAVH l ithe point 0, and the location of the center of gravity a distance A above the base ' tion. The block will falli i j and a distance b from the side of the block, As shown in fig,1, the radial distance

block from the vertical is measured b> the angle P. or {l! - I I 'b t b n l -i

 . 5 j hl 6* 1 I

I, t , 4 !9 l l; i w ,3 ,h d [ IWLR i411 l!l s V \9'W 2 lf, 9 n . I Iyta.1. A rocktrig block. l iI lWhen the block is rotated through an angle e, the weight of the block will exert l a restoring moment II'R sin (a - 0). The equation of motion is then o

 .p ;l I. = -ll'R sin (a - 0) (1) ;

ric. 2' .I For tall, slender blocks having the angle a less than about 20* the sine of the angle i ji may be approximated by the angle and equation (1) may be written '

 < uation (3) expresses il ' ~

ll 1. 6 - li'R0 = ~ 11'Ra l This equation describes the free vibcation of the block. Setting li'R/1. = p', the

 # - pts - ps , endent upon the am;;

{

4 This equation, subject to the conditions a = e. and i = 0 at t = 0 which represent g g g the block released from rest with initial displacement 0. , has the solution:j ,5 the block impacted l 0 = o-(a - e.) cash pc (2) innerement decreas i ^'!

! ehalf cycle would b<

! $- Equation (2) describes the rotation of the block about the point 0 as it falls back ,- ed to be inelastic (no j I into the vertical position. The block will then tilt about the point O': and if there is nd the moment of n j j f ne'gligible energy loss during impact, the block will rotate through an angle 8 ty during impact h i 4

 -8. , The bleek will then f all back again to the vertical position and will rise about l 4 point 0 until e is again equal to 8. . At this instant, one complete eyele will have been . ,