'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?

2 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 ?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.

3 :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.

4 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/-, .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.

5 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.

6 : 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/. 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 ?

7 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.

8 Concrete strength (f'c) = 3000 PSI (UNO)17 3. 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.}

9 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. 4, "GeneralAnchorage to Concrete".

10 /_ 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).