'Sys:74 Calculations for Pipe Support:47A437-1-7.'

1 DNE CALCULATIONSTITLE- System: 7+ Calculations for pipe support : 4-7A437/ - 7 Bechtel Job 20652 KEY NOUNS (Consult RIMS DESCRIPTORS LIST)Pie nO trr ._ Uarcb r;,;1 r, 1 *n --~.I" KecordPLANT/UNITI WBNW /TTh1I/ --r- rr^ * ^~ssi= ^ L lv L-:a I 1711 1 A nBRANCH/PROJECT IDENTIFIERS Ench time thes Calculations are issud. preparers must ensure that the original (RO) RIMS accessionnumber Is filled (for RIMS' use) RIMS accession number47SA 70l. 7 .., 0 c RO 8 'O 2 O 27co 6S S 'B 2 0 4I13 3 o2 APPLICABLE DESIGN DOCUMENT(S) R 2 0 4 -- bIWc Woo -, B18 90 0314 0 8 5 RSEL M(S) R_ sC 0033 B-18 '90 050 1 080 SAR SECTION(S) UNIDDSYSTES N/A __R _6_73_/__O? B18 '90 0703 00P4 RevisionO --I I -17 R .1 .- No. (or indicate Not Applicable)or DCN No. iq, -- ___ /a --Checked .-Reviewed TApproved TV!) -q 4f~tDate 3 -12 ^ l Ar? sList all pages addedr- by this all pages deletedbv this all pages changedby this Calculations contain Yes 0unverified assumption(s) No S) SEE-J L6 CYes SNo Dbarety -related ?

2 Yes g No UStatement of ProblemDocument design calculationsfor pipe support referencedin Calculations calculation verifiespipe structural adequacy of the subjectLegibil8 Wcity evaluated and, peydfor aUe9305280306 930522 PDR ADOCK 05000390 Signaturep A PDRC Microfilm and store Calculations in RIMS Service Center. :J, -0 Microfilm and return Calculations to: 7t TL FLOORM icrofilm and destroy. C /i-/Address: : RIMS, SL 26 C-K1/5/90 DOC. CON(i H-I PRFPARiIN- flRUANII7 ATINA ' IAbstractVI|~ e- L) '~f zeYesz| Yes ONo 0 No ED., ..I- ---_IrsEN DES "2U reOjZ1r CAL C5- FORzING ORGANIZATIONX-W 5tcy Ac//. #4 APPLICABLE DESIGN BRANCH/PROJECTDOCUMEN'TS IDENTIFIERSLO&-t p- 4-0- to)wm~3 ,0 o7F137 PoJoo?ROI ' (FOR MEDS USE)82 042 8E O 0 6 5 '* %UNIDSYSTEM(S)FoRl pipe 5$c9-rLlt rEOr A 60ovIFoL) u4 To10697 (ENDES-7-78) *Use revisjon log (form TVA 1if more room is required . Ac;rQvA-refO -4-A4351 1---I (Q -l,3 REVISIOSYSTEM: 74 Title: Calculations FOR pipe support : 47A37olo67 Sheet NRevision DESCRIPTION OF REQUALIFIED PER HAAUPCALCULATION REPLACED IN ITS ENTIRETYTHIS calculation SUPPORTS DCN # 7-0 571/.

3 Rev- O -o F 0^/I t G ;J*'I* 7l , aNAME (PRINT)A N I- --AU MI~\. O AV "<".'kA -a r jy/c4-Lj,& rV-I A .A LA'/ SIGNATURE / INMALS/ / a,/ /.i f)'- k' /- I,/ I? 4 / 4,9I OPPc'RT RGO UALIFIELD PEPR A N UPRCUi SDD XAC T0 o KL A UoAOftki6 PALLJLATIW SUPPORTs tx, M _7IA,kEVISED NTS HiMi __ __3r-PLACE-D Ht-1. AlA 2 11M PE0. ;Sfi- 1,/ - 4t- I u2I I/I-Z? or NAME (PRINT) / SIGNATURE / INITIALS.,~f- b gTA 57aK' / -f .-t TrIcUamF-2 MC-H IA / C _ / C4--__ __ __ / '_ _ _ /__TVA 10534 (EN DES-4-78)IF",. , .-I I I I 1 IITitle:moma24_~oRevison DESCRIPTION OF REVISION ApprovedSUPPORT REQUALIFIED PER HAAUPADDED:_____ at f Awe /2AA/'-JT4>J}g> AT74M,V '"DELETED:THIS calculation SUPPORTS DCN# P-c57n /INAME .PRINT) / SIGNATURE / / S4/41-1I/ _ _ _ _ _ _ _ _ / _ _ _ _/ / --2/ -6 1Q3 (EN OES- )<rzteIVA 10534 (EN DES-4 78).REVISION LOGS heet No. : i4 - Calculations FOR- pipe support : //w4g7 / 7A,ORIGINATOR DATE CHECKED DATEP2 /23/"94 5 o /A --2 /24/VF-0 REV. '121314 ATTACHMENT :DESCRIPTIONLoad Data SheetsPipe support Configuration DataUnverified CalculationAssumption FormHAAUP Open Item Transmittalcivai "lc/C/.

4 RE-QPUCr7 M,9F,.F, pps o11 77 -rm s-o)SHEET 4-112-14513-,q/-I -/ zF1- F/0F// -Io1 IAP o U7P4'C(?R g/dP-RO63 Total numbers of sheets in this calculation to bemicrofilmed including attachments -7 G 5 -N) -I I ~R ORIGIATOR DATE CHECKER DATE REV. O. ORIGINATOR DATE CHECKER DA6'A 4 J ?1 0 N '1. C2,SECTION DESCRIPTION SHEET SheetRevision Sheets -iL3 Table of Contents Purpose Assumptions Sources of Data/References 2-34, , Calculations Conclusion _____1 7is1920212223242526272B303132343536a&.VW Rw. WiCALCULATION ,. oo7I I a SHEET /,EC20 Rev ./A .E -JOB NO. CALC. NO. REV. NO. SHEET 47A 43 7 7* ORIGINATOR DATE CHECKED ..M h-4r e23 SECTION : PURPOSE4 The purpose of this calculation is to establish the adequacy of thepipe support configuration at the Watts Bar Project per currentdesign : ASSUMPTIONS12 Assumptions are as noted below and/or as noted in the body of the13 Coefficient of friction (i) = (steel on steel) (UNO)2. Concrete strength (f'c) = 3000 PSI (UNO)17 3.

5 All carbon steel items (including tube) material properties18 are as follows:19A. Yield stress of steel:20 Fy = KSI (UNO)21 B. Modulus of elasticity of steel:22 E = 29,000 KSI (UNO)23 C. Shear modulus of elasticity of steel:24 G = 11,000 KSI (UNO)252627282930313435-36Ji~~iRiG NNATOR I DATE F CH-ECKER IDATE 1 JOB 90652 RIGINATOR )W of a r / SqVlkSECTION SOURCES OF {23GA-2706 Rev. 918945678910111213141 71819202122232425262728293031'343536l er n aX 1. Load data sheets per Attachmint A-. I l 5/ 1 oX 2. pipe support configuration data per attachment 3. Piping Analysis Caic. No. \J2 2- -024 , No. L 15X 4. , Rev. 10, "Criteria for Design of PipingSupports and Supplemental Steel in Category I Structures".X 5. WBEP , Rev. 3, and , Rev. 0, "Procedure for Designof Supports for Category I Piping".X 6. Watts Bar pipe support Design Manual, Vol. 1 & 2, Rev..l\2X 7. pipe support Load Capacity Data Sheets Manual Revision 2.(RIMS No. B26 '89 1228 103)/ 8. TVA Civil Design Standard , Rev.}

6 4, "GeneralAnchorage to Concrete"./_ 9. TVA General Construction Spec. G-32, Rev. 13, "Bolt AnchorsSet in Hardened Concrete".X 10. TVA Specific construction Spec. N3C-912, Rev. 5, " support andInstallation of Piping Systems in Category I Structures".8/A 11. Civil Design Standard , Rev. 0, "Design of Unistrutand B-Line Clamps for Piping and Tubing."X 12. AISC Manual, 7th Edition, Feb. 1969 with Supplements 1, 2,and 13. AISC Manual, 8th Edition, (for member dimensions andproperties only).N/A 14. 47A053-10 pipe Strap calculation Rev. 3(RIMS No. B41 '88 0427 803)./A 15. AWS 16. Blodgett, "Design of Welded Structures", 17. WBEP , , "'Reconciliation of HAAUP Walkdown Data". calculation SHH[CALC. NO. REV. NO. SHEET 0107 2 DATE CHECKED _R. 0. ORIGINATOR DATECHECKER ;. 437olo07 DATE2 -2' -REV. NO. SHEET 3-I.'--I/ CHECKEDI IDATE2/12 4/,?o2/2 q/ SECTION :X 18. C!omputer Programs-BASEPLATE II, Version5< IAP, Version ICONAN, Version -% ME150, FAPPS, Version q2K 19.]

7 ,> 13!ORIGNATOR 'DATE CCKER DA E;I I L>4 ;567B8910I11 QIR-CEB-WBN-89- 25 /"Footprint Load Transmittal"Other------- ~.- ,Based on a review of DCDTS, report #6140, dated -L-e Ye -, are there 3any open documents (ECN, DCN, etc.) applicable to this calculation ?X Yes (See heet for listing)No NMv ,, ,o hOAer -O deeps r there any non-generic HAAUP Open Items ( , CAQR's, PIR's, NCR's,SCN's, SCR's) against this support ? (Exclude Construction Open Items)-Yes (See next sheet for listing)X NoNote: For the resolution of generic open documents associated with theHAAUP program and related stress problem, see Block #8 of the DCNpackage cover Rev. 9/ JOb I UKI -A. i234ME035, BASEPLATE, Version --Other (Specify)QIR CEB-WBN-88-002 R4 (RIMS No. B26 89 0922 101)Building Seismic Response Spectra and DBA Spectra for PAIDD ocumentsQualification for Use of E70 Electrode for Welds at WBNP(Ref. RIMS No. B26 881109021)Civil Design Guide, , Rev. 0, "Design of SteelMembers for Local Stresses".

8 Civil pipe support calculation N3-PS-002, Analysis forConcrete Bearing Stress check. RIMS # B26'89 0913 (foIlf Irows)I -D liy -t-A t1- .-ADIDlKlATnD rv^sr3435 calculation SHEET'Owtn10234567a910I111 21314 DOES TOTAL GAP IN ANY RESTRAINED DIRECTION EXCEED N3C-912 REQUIREMENTS-YES (SEE COMMENTS BELOW) -- NO (THEREFORE OK) calculation ANALYSIS APPROACH (SEE BELOW): NAiPPLICABLE-N/AFAULTED LOADS OR LOADS GREATER THAN FAULTED LOADS WILL BE USED WITHNORMAL CONDITION ALLOWABLES (CONSERVATIVE) UNLESS OTHERWISE : IIGA-2706 P.". 9189 Section : (continued)STRESS ANALYSIS LOADS AND MOVEMENTS: (* REF. NO. 1)* FORCES (LBS) CALC DESIGN *MOVEMENTS (IN)DIR LOADS (LBS)NORMAL UPSET EMERG. FAULTED THER MAXX+ \/ 12 o 293x~~~~0- B so1o383_____ _ +__ __ -__ -(OYrl A//Id -2 6 7 I 3Y-17 29/-q -~ -oJ 0o 8o )+ c Og27z-~~~ ----0030 COMMENTS: 77-/lf ; A 's Wv00 OCONSIDER FRICTION LOADING: (REF#_4 ) -YES (SEE BELOW) V-N/A ( SICONIDR .WE.(REF#j15): Y ES (SEE BELOW) -NO (SEE COMMENTS)X = m- 7 y = Acu, pSO /- 73 Z = 2 6 7 if Tab Fi.)

9 8+2 Fat Jcr cc~'i. BLD>) {' Based on Lh Peak Acceleration dDt- Actual AccelerationlCHECK GAPS (REF. # 10 ): -YES (SEE BELOW) '-~N/A ( 3P~o/A4'A4 fc t ) SHEETSUPPORT LOAD COMPARISON SHEET The purpose of this sheet-is to documentthe acceptance of previously performed calc's (per attached sheets) basedon revised LOAD COMPARISON BETWEENRESTR. OPER. DESIGN REVISE LOADTYPE & COND. LOAD LOAD RATIO REMARKDIR. (LB) (LB) (REV/DES)NORM. -I29 I7M W AraX -o sNOWi UPSET AS oL D fgov 'FAULT // bj '(6L1 DoNORM. M/UPSET \ , : Load Increase (Continuation Sht. Req'd.)ev Load Decrease (OK)B. MOVEMENT EVALUATION FOR REVISED HANGER FRICTION2. GAPS3. SWING ANGLE4. SPRINGS/SNUBBERSETTINGSNot Applicable-_ Applicable (Explain)_d Not Applicable Acceptable-Not Applicable / AcceptableNot Applicable Y AcceptableREVIEW/COMPARISON RESULT: Revision It of the stress hanger guidancehas been reviewed and found to be acceptable. Previous pipe supportcalculation as shown on succeeding sheets need not be revised toincorporate the revised loads and movements since sufficient 11 213iA17181920212223242526272829303134353 6 calculation SHEETSECTION : (Continued) Lo&Z tVariaTbl 6 Spr fRi CltVCB 9uAL3Pn 8sdoepi Ig)Variable Spring calculation (Based on one Spring)S912,& 8 (Nve74 t-yff)When Mvt.}

10 Is up:_- ApplicableCheck Spring Working Range:Hot Load (HL) = DL + WL -89 ' o Load (CL) = HL + (K x Mvt.) = -9// Spring Total Range (Top-Out or Bottom-Out) Load = CL -[K x (- A Max)] = -_ -2 Load = CL -[K x (+ A Max)] = 558 Applicablep- R F-F -4 -sD -c '/ CoLD -rE7'r7i/'a0o3*i is!. U'D /o/When Mvt. is down:v- Appllicable-Not ApplicableCheck Spring Working Range:Hot Load (HL) = DL + WL = a _ _ I Load (CL) = HL -(K x Mvt.) = 834 Spring Total Range (Top-Out or Bottom-Out):Max. Load = CL -[K x (- A Max))= 'Si 39 + Load = CL -[K x (+. L Max)]= 5ss Spring VariabilityConclusion:Spring Variability < 25%Spring Within Working RangeSpring Within Total RangeComments:V Yes (OK)Yes (OK)-1f Yes (OK)-No ( )'- No (See Below) A-No ( ): -CHj -j CI) MA)x. La,1 /) C-L -Fk x -A = -o -<To8 x-o'117J -9 3S 1 LbrY, i4. Lo 1=C-L. X+ =o3-F3 Axo o3z7 =5 5 4 .A -5rpzi.'Ui xc&E: s ''X 8 2 clz I Avna a 2K211_34567B9I-Spring Part No V i-5 , Size-_j Spring Rate(K) = 3 08 X/in.]