QA Record JY~ee' - NRC: Home Page › docs › ML0802 › ML080280321.pdfAPPI-CABLE OESIGN DOCUMENT(S) O C OO1 1OO i8 9iO118 255 A- RX190380003 R)BS 91 07 f 255tt SAR SECTIONiSi

QA RecordTVA 10697 (ONE-6-86)

THIS SHEET AUUU bY v. -. A,

DNE CALCULATIONS

TITLE 7o poa7 e460Z, ,# 7-V 0. / - P- 2-53 8 PLANT/UNIT

. . . -I -T I' 4 I

PREPARING ORGANIZATION

Iv 1/- o?,45eKEY NOUNS (Consult RIMS DESCRIPTORS LIST)

suIoorS, /(A/6OS, 0#9 7W419

IF BRANCH/PROJECT IDENTIFIERS Each time these calculations are issued, preparers must ensure that the original (RO) RIMS accessionnumber is filled in.

Rev (for RIMS' use) RIMS accession number

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APPLICABLE DESIGN DOCUMENT(S) vR4 'J UL719 IB18 '2 0 1 1[GgD-- // JUL 2 7 1999 8 1 92 O07 14 3 19

R _

SAR SECTION(S) UNID SYSTEM(S)

A11 9 4/, R_

Revision 0 - R it R2 R3 Safety-related? Yes g No C

ECN No. (or indicate Not Applicable)

/t/. Statement of Problem

Prepared r fvee

Checked S koeJoso s5

Reviewed -Fly6 4i < , ~~ft9, eo+ L~LL o/56>v'c2~e~r 61s W5~

ApprovedC 9 +^ //C/ c>

2a- I IList all pages added c oZed . se 5

t by this revision. 1_ 9kf ____

List all pages deleted_ q - by this revision. ,

I List all pages changed ORI G I N A Lby this revision.

Abstract * R z r- Si I f j~eV/o c-

These calculations contain an unverified assumption(s)that must be verified later. Yes O No g

/ 24t 17/5 Jo//ON 76 / (4wd44r'01Y /5 To CvAcrI tAOAWg'a$ , A6PCNC V6&5, A4ND AfasA1C kFFvSe

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9305280303 930522PDR AD0CA 05000390A PDR

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cc: RIMS. SL 26 C-K

JY~ee"' XAP

TVA 10697 (ONE-6 -86) QA Read c)NE CALCULATIONS Sheet 1 of I' zaP! _zIf

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ITLECAL LLAloi F& CA8L - su /Vc,'- q PLANT/UNIT

LR y CD T. l-1 WBNP/UNT- II PREPARING ORGANIZATION

rkNCH/PROJECT IDENTIFIERS

WC<c- - I- 44::?

InoA@v 'S

KEY NOUNS (Consult RIMS DESiIF lPUHOS LIST)5tC/oPpcR!s-HAA¼rR, CAZBLE 77i'AYS

Each time these calculations are issued. preparers must ensure that the original MROI RIMS accession/number is filled in.

Rev (for RIMS' use)

Iq/6/1K366o/RIMS accession.number

LB 18 910102 252APPI-CABLE OESIGN DOCUMENT(S) C O OO1 1OO i8 9iO118 255

A- RX190380003 R)BS 91 07 f 255ttSAR SECTIONiSi UNIO SYSTEMiS) |O1

IUA ~JA "s ~I RUL~91102 U00 1 B18 910930 281Revision 0

ECN No. (or indicate Not Applicaole(

ILA

R1 R3

Prepared \.4 L4-W, l4& - I Ps FAFL

Checked /vetriif UBdOAlB P S F L

Reviewed w ,fl-kAN 41, AA16L cpf7e;vC-

Appro d _ _ CJ

Oate - c |i-i l |

Zi ,Co I rtr --q - I

| List all pages added, by this revision.

List all pages deletedWrl' by this revision.

,5 2 List all pages changedby this revision.

*

-ŽZEL- 6

Satety-related? Yes @ No aStatement of Problem

1/115 CALCULA-/r9Ai 500AID.5

7/-H WkoRCST CA4sE CoAlo_1TioAl

o- scdP0ofR- .DET-. M"5 4A/2

*-ILL /3E •SE'D 7ro QUALIFr

TfG05 IS NFPo RA

1*h

O R 1 GUJA L

Abstract

rnese calculations contain an unverified assumptionts)that must be verified later. Yes a No E

<HliS CAL COtJLAT/ 101 SH-tO5 f-HE CA51LE 7-RAY SLu)O 7 'S

A4E ST)ULI7UR,4LLY A1D • ANg' P49ET ALL 7Hg

A FFPL/CA1L DE5/c~W cRin5P'1A.

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Revi5iofl DESCRIPNo.

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TION OF REVISION

ORIGUIIRAL IS=

CHA-4 ED P.?AJCH/PR OJCT 19 Oa 5HETe E 1,2Z. G

TIRLJ Iq YABLE of cot- J-ETS OF A-TTAeh'MENT A&

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SHEET 3 Or _-_

CALCULATION DESIGN VERIFICATION (INDEPENDENT FzVTEW2. F'B

wclC;- (- GH0RANCH/?ROJ-CT LD ,Calculation No. Revision

Xethod oc desitn verification (independent review) used (check method used):

1. Desigfn Review

2. Alternate Calculation3. Qualification Test

Justificationf (xplaia below):

Method 1:

Le thod 2:

* XNKR.NR.

In the dasign'raview method, justify the technicil adequacy of the

calculation and explain how the adequacy was verifled (calculation is

similar to another, based on accepted handbook methods, appropciate

sensititity studies included for confidence, etc.). .

In the alternate calculation method, Identiry the pages where the

alternate calculation has been included in' the calculation packag

and explain why this method is adequate.

Method 3:. In the qualification test mIethod, Identify the QAdocumented

source(s) where tasting adequately demonstrates the adequacy of this

calculasion and explain.

DESIGN REVIEW IS APPLICXBLE To THIS CALCULATION, SINCE IT IS BASED ON

ST AL Rn ENGrNEERING RuiDBOOK IETHODS.

THIS SHEET At'E>,Y P.E V-. ODataL)'Alllit f- i

Design Verifiec(Indepandeoc Rev iewpo)

CALC.

C,-; 'C'

*VcW -/- G254

BRANCE/FPROILECT IDh/Calculation No.

BY3 F ?3 SHEET 3A0F 2>

CALCULATION DESIGN VERIFICATION (INDEPENDENT REVIEW) FORM

c0Revision

Method of design verificstion (independent review) used (check method used):

1. Design Review2. Alternate Calculation3. Qualification Test

Ng.K

Justification (explain below):

iethod 1: In the design review method, justify the technicsil adequacy of the

calculation and Gxplain how the adequacy was verified (calculation is

similar to another, based on accepted handbook methods, appropriate

sensitivity studies included for confidence. etc.). .

Method 2: In the alternate calculation method, identify the pages where the

alternate calculation ba3 been included in the calculation package


Method 3:. In the qualification test method, Identify the QA. documented

sourcs(s) where testing adequately demonst-ates the adequacy of this

calculation and explain.

DESIGN REVIEW IS APPLICABLE TO THIS CALCULATION, SINCE IT IS BASED ON

ST[ANDAiD ENGINEERING RIANDBOOK IXETHODS.

'1.

C 5rm-EL I FPsrJ r1 7/3 1q I

Design Verifiec(Independent Reviewer)

THIS SHEET ADDED 2Y REV. 0

Da r-

REV. Cask,'.

CALC. BY up 91Pfn|

CHECKED BYI! 9lt9

SHET haVr 4

R3 23P/ 7[4


WC6 - /- C40BRANC/PROJEC TIDVCalculation No.

Revision

Method of design verification (independent review) used (check method used):

Design ReviewAlternate Calculation

Qualification Test


BNqthed 1: In the design review method, justify the technical adequacy of the

calculation and explain how the adequacy was verified (calculation is

similar to another, based.-on accepted handbook methods, appropriate

sensitivity studies included for confidence, etc.).

In the alternate calculation method, identify the pages where the

alternate calculation has been included in the calculation package


In the qualification test method, identify the QA documented

source(s) where testing adequately. demonstrates the adequacy of this



STANDAr ENGINEERING HANDBOOU 1ETHODS.

i X4& t)6 ed I. f- ;- tL'-'Design Verifier

(Independent Reviewer)

//6' /9// Date

THIS SHEET ADDED BY RE-V. /

1.2.3.

Method 2:

Method 3:

X

REV. SHE-3eFT 4

CALC. BY p2 l 3 f1of-O

CHECKED BY - .C P 7f3


/ C- -ruq- 2 'a/6

BRNCH/1ROJECT ID/Calculation No.

HeiS f


DesignReviewAlternate CalculatiOnQualification Test


Method 1: In the design review method. justify the technical adequacy of the


similar to another, based. -n accepted handbook methods, appropriate

sensitivity studies included for confidence, etc.).

Method 2:

Method 3:


alternate calculation has been included in the calculation package


In the qualification test method, identify the QA documented

source(s) where testing adequately:demonstrates the adequacy of this



STANDAR~D ENGINEERING RANDBOOK METHODS.

Design Verifier(Independent Reviewer)

' Date

1.2.3.

X

SHEET 3DOF .2-0

THIS SHEET ADDED BY REV. $


WCG- /- PR C * NBRANCH/PROJECT ID/9ALCULATION NO.

4REVISION


1. Design Review2. Alternate Calculation

3. Qualification Test


XNRNR

In the design review method, Justify the technical adequacy of the


similar to another, based on accepted handbook methods, appropriate

sensitivity studies included for confidence, ect.).


alternate calculation has been included in the calculation package and

explain why this method is adequate.

In the qualification test method, identify the QA documented source(s)

where testing adequately demonstrates the adequacy of this calculation

and explain.

DESIGN REVIEW IS APPLICABLE TO THIS CALCULATION

STANDARD ENGINEERING HANDBOOK METHODS.. SINCE IT IS BASED ON

Design Verifier(Independent Reviewer)

I'

Method 1:

Method 2:

Method 3:

Date

EBASCO SERVICES INCORPORATED -

SHEET 4 OF -#-

BRANCH/PROJECT ID: L - e 3 - /e: -/-G 4o /

BY: __ _ _ _ _ _ _ DATE: ___9_____ DEPT NO.: NA

CHECIED BY: ' I.#6<IK DATE: /• A - OFS NO.: NA

CLIENT: TVA

PBOJRECT: WBP/UNIT - I

SUBJECT: c 4"5~7~A Z 4W ~YSP'E#/-c, 1 p ~ /8(~r w)

:.,---S.. A TABLE OF CO!TENTS -

t , i .Y fESCR 3/9SZ,7,rtvl>r.2 1t' SCI&TION

COVER SHEET

REVISION LOG

CALC DESIGN VERIFICATION (INDEPENDENT REVIEW) FORM Rn

TABLE OF CONTENTS 9/; / k

PURPOSE

CRITERIA

APPLICABLE CODES AMD STANDARDS

ASSUMPTIONS, LITERATURE SEARCHES AID OTHER

APPLICABLE DATA

REFERENCES

DESIGN INPUT DATA

CALCULATIONS 70- lI-p'- ,Ž<L',li 4 7A

S1MMARY OF CALCULATION RESULTS Io

CONCLUSION

ATTACWMENTS

SUPERSEDED PAGES: f { f '*<

PAGE NO. OFNO, PAGES

1 <Z_

2 1

3 ,3A3e3, 3c

4

5

5

5

6

6

6 -1 9

'I' ri e 7h•L. t -~

40 4

14 -

94- -jI I,

i{2. ___.-4< TOTAL PAGES lj<-Iz i

THIS CALCULATION PACKAGE CONTAINS f - TOTAL PAGES.

;*r,-I ', X

1

2

3.-

4

5

6

7

8

9

10

11

12.

13

14

1

Ibi

I P4

1

17

~R/ 2

/~6V. I

1R2

-

J?. - - ,

EBASCO SERVICES INCORPORATEDBRANCH/PROJECT ID.: /-

SHEET 5 OF ZE:DEPT.

BY f. Leas DATE OFS NO. Affe NO.A19CHKD. BY DATE 7 /i/CLIENT TVAPROJECT WBNP - Unit-/SUBJECT

5. PURPOSE:

7X cx/IA-/rf- c2486 1 4 7 5/04y7 Jp4/0f 7 Z5 A 4wz5 BeC;Z',TI c4L CZ4Sg

6. APPLICABLE CRITERIA (MARKED 'X"):Aid. 1. DS-Cl.7.1 R4 General Anchorage to Concreteil 2. WB-DC-20-21 R6 Misc. Steel Component for Category I Structures'J/ 3. WB-DC-20-1.1 R8 Add. Diesel Gen. Bldg. & New Cat. I StructuresX 4. WB-DC-20-21.1 RcG Category I Cable Tray SupportsrJR. 5. WB-DC-40-31.8 R6 Seismically Qualifying Round and Rectangular DuctsAI/R 6. WB-DC-40-31.9 R10 Pipe Support and Supplementary Steel Design Criteria/,f 7. WB-DC-40-31.10 R4 Seismically Qualifying Conduit SupportsX 8. QIR-CEB-WBN-89-361 RO Auxiliary-Control and Reactor Buildings -,v K Acceleration & Response Spectra

9. WCG-1-370 RO Generation of OBE 4% Damping ARS for Unit 1 ICS, SCV, k4and. SB

10. WCG-1-377 RO Auxiliary Control Building 4% Damping Curvies and SeismicForces

____ . DS-Cl.6.9 RO Design of Clamp and Channel/Strut Components for ConduitPkI2. DS-Cl.6.14 RO Design of Unistrut & B-Line Clamps for Piping and Tubing

K 13. (Specify): 2.pEej A.i. & - /

7. APPLICABLE CODES AND STANDARDS (MARKED "X"):X I. AISC Manual of Steel Construction, 7th Edition

N R 2. AISC Manual of Steel Construction, 8th Edition. 3. ASTM -4. ANSI/AWS D.1.1-83, 1983, Structural Welding Code - Steel

___ 5. ANSI B31.16. ACI 318-77 Building Code Requirements for Reinforced Concrete

.4 7. (Specify):

'THi U-S 3 SH =EEHT A ADDI 2 ,-- EV- 2

EBASCO SERVICES INCORPORATED

BRANCH/PROJECT ID.: _G_-/- G _ _4__2_

SHEET . OF 2c>DEPT.

DATE OFS NO. -4 NO. ___

m.D. BY Lp~Lp L-. DATE 73f.4g .-IENT 1VAPROJECT WBNP - U

SUBJECT (:d'? .

8. ASSU PTIONS, LITERATURE SEARCHES AND OTHER APPLICABLE BACKGROUND DATA:

RE-V._ _ _

CAI-C _ y KQ_ 9(23CHECKED E.

9. APPLICABLE REFERENCES (MARKED "X"):

l X 1. Design of welded structures by O.W. Blodgett 1966

2. Formulas for stress aTnd strain by R.J. Roark & W.C. Young, 5th Edition

3. Unistrut Catalog No.: 11 1988

| 1'[l. Bergen Paterson Catalog No.:< ' Structural Drawing No.:

_ 6. WBNP-PSDTM (Watts Bar Nuclpar Plant Pipe Support Design Manual)

Vol. 1 Rev.2

X _ 7. AISC Manual of Steel Construction, 8th Edition

8. (Specify) "7s-iv A oS e AJ171,4TzYS4 ,1R4 AJC/ 5 4AA

X( 16. Pod Wl6> XC , -- 6.-: j o w f !

C-r/2/ f S:Op/ 2 7 4 I-CTp 293282:

_I k 1 I //c. D5 - / )RA

10. APPLICABLE DESIGN INPUT DATA:- -1 C-;'2f . fari Chr2LJ

A. 7,r- 9&~ s ,aj. '. ic8 //G5c4 - /0 (eE/ /) /o //0504-Z 6Z

S /e j'dAJ~A PA 7/?4 -56AŽ xŽ. 47g #'5 9 - a

THIS SHEET ADDED BY REV.


BY DATE B/24f BRANCH/PROJECT 1D ma 4-/- SHEET--OF O

CHKD. BY DATE OFS NO. A DENO.PT. LIENT 74

PROJECT 4,i-1Z d•AL,G,/t ;- /

SUBJECT c2AL . a Sage SO . /-Ca- 293- / A' ( -

11) CALCULATION

INDEX

OBJECTIVE

SUPPORT SKETCH

DEAD LOAD (D)

LIVE LOAD (L)

THERMAL LOADS

SYSTEM FREQUENCY

SEISMIC DESIGN 'G' VALUES

DESIGN LOADS

LOADING COMBINATIONS

QUALIFICATION OF L 6 X 3 1/2 X 3/8

WELD QUALIFICATION

QUALIFICATION OF TRAY CLIP BOLTS

SHEET NO.

8

9

10

10

11

12

13

14

15

16,17

1 8, {9-&A 6- .S)

2-0G I i

THIS SHEET ADDED BY R'EV. °2

11. 1

11.2

11. 3

11.4

11.5

11. 6

11. 7

11.8

11.9

11. 10

11.11

11. 12

Ro - ./

I'' Lf n ae(

---I


BY C_- \ DATE 6/ BRANCH/PROJECT 10 / SHEET __ OF 20BY D DEPT.

CHKD. By OM4DATE /OFS NO. A4NO.--AX

I ITh N 7I

PROJECT 14-',L5,.'p 11,A./A'7 - /

SUBJECT c24L 96E 2?4y sslleazq:IA- g Iz.- . 93 - /5 62--=Z M5)

REV. .aIL

CALC. BYP 4 _ 9(

CHECKED I 1z t/11.1) OBJECTIVE

THE OBJECTIVE OF THIS CALCULATION IS TO DEMONSTRATE THE

STRUCTURAL ADEQUACY OF THE BOUNDING CASE FOR THE TYPICAL CABLETRAY SUPPORTS (DETAIL M5) ATTACHED TO THE STEEL CONTAINMENT

VESSEL AND STIFFENER PLATES.BY REVIEWING THE WALKTHROUGH DATA(CONFIRMED BY WALKDOWN ATTA B)THE FOLLOWING BOUNDING ATTRIBUTES ,THAT PRODUCE MAX. STRESSES,WILL BE CONSIDERED IN THE DESIGN:

1) MIN WELD PROPERTIES: FILLET -Q-625 " * lg= 2.25

2) TRAY LOCATION(ELEVATION & AZIMUTH) TO PRODUCE MAX 'G' VALUES

3) MAX AS-BUILT TRAY SPAN = 5.5 ft !_____4) LARGEST CABLE TRAY SIZE = 4"x18" - OFJ']

CALCULATION NO WCG-1-409 REV.0 (OVERWEIGHT CABLE TRAYDATA) WILL BE REVIEWED TO DETERMINE TRAY OVERWEIGHT.

SUPPORT NO. 1-CTSP-293-0158, ATTACHED TO HORIZONTAL STIFFENER

AND CONSISTS OF TWO L 6 X 3 1/2 X 3/8 AT TRAY ELEV. 773.25',

WILL BE USED AS CRITICAL CASE FOR QUALIFICATION OF SUPPORTS

IN THIS GROUP.

THE EVALUATION PROCESS WILL FOLLOW STEPS IN ATTACHMENT C.

cJppo-T [--CTS- 9-Z4( !-,-- FrL Lt£ , -LL p f 121Cr-, C.' Af, (z

I SINCE WELD FOR SUPPORT 1-CTSP-292-539.,IS INACCESSABLE,

CONSIDER IT AS-3 lb" -6. ( -I CiL QTW.LL z7 s

TE-f OLLOWItsG 4UPPOR5 A0.R T'(PIOcAL. DF-rvUL v5_ FO UiDEDC

I Y CALC-

1-CTSP-293-0152 M5 773.00 .1.00

1-CTSP-293-0153 -M5 773.00 5.50

1-CTSP-293-0154 1M5 773.00 12.00

1-CTSP-293-0155 .M5 773.00 17.50

1-CTSP-293-0156 1M5 773.00 23.00

1-CTSP-293-0157 M5 773.00 27.00

1-CTSP-293-0158 M5 773.00 32.50

1-CTSP-293-0521 M5 77 3.50 336.001--CTSP-293-0536 -M5 773.50 .00

1-CTSP-293-0539 1M5 773.5

1-CTSP-293-0541 M5 773.50 351.00

1-CTSP-293-0542 M5 773.50

TH!S SHEET ADDED BY REV b

--.. I


BY 4' s OATE CDI/24..SLBRANCH/PROJECT 11) W<H-/-EG SHEETbOF2%

7ATE 4L5LqL DEPT.CHKD. BY L if 4 DATE OFS NO. NO.. A6 •L

LIENT Ad

PROJECT 1-i-SAeI /eJ,4- / -

SUBJECT CA6ce44T 44. 7h s o So ' J-Ca- 293 - /"4 Az 5,)

11.2) SUPPORT SKETCH

REF.

FIXED ,-TRAY DRWG. NOEND X 48W970-4 REV.4- 6 2-0'

-HOR.STIFF.- 48W970-5 REV.llZ Ls- a

ELEVATION

Lt LENGTH OF PARTICIPATING TRAY SPAN, in

L OVERALL LENGTH OF SUPPORT MEMBER, in

Ls SUPPORT CANTILEVER LENGTH, FROM LOAD TO CL OF WELD, in

P TOTAL WEIGHT ON SUPPORT MEMBER, lb I

E MODULUS OF ELASTICITY OF SUPPORT MEMBER & TRAY, psi

It MOMENT OF INERTIA OF TRAY, in4

Is MOMENT OF INERTIA OF SUPPORT MEMBER, in4

Wt WEIGHT DUE TO TRAY SPAN, lb

wt UNIT WEIGHT OF TRAY, lb/ft

Ws WEIGHT DUE TO SUPPORT, lb

ws UNIT WEGHT OF SUPPORT MEMBER, lb/ft

F tray TRAY FREQUENCY, hz

F supp SUPPORT FREQUENCY, hz

F sys SYSTEM FREQUENCY, hz

THIS SHHEET ADDED BY REV. °


BY DATE • 4ZAL4 n |BRANCH/PROJECT 1D Wc-/64 SHEET /° OF 7.

CHKD. 7 DE 7 DEPT.CHD YfajDATE IOFS NO. A4 NO.A4

LIENT 71-0

PROJ ECT i1Zd5L/' /C/A-/2 r- /

SUBJECT A/- - Ay 29 3- /-W (2 A-7.5)

,' , .'.._,,.,"- .Ss-Rpw (::?t?REAV .)

11.3) DEAD LOAD (D)CHECIKW-D .l uX i q 2I 1ih

,- CONSIDER TRAY SPAN OF LtON BOTH SIDES OF SUPPORT

Etr:'zj%" I fh'IVN eELJtJ

2-CLIP ANGLES LENGTH, L =WEIGHT/FT, ws (L6x3 1/2x3/8)=SUPPORT WEIGHT, Ws = L(ws) =

5.5 ft

811.77.8

inlb/ftlb

WEIGHT OF TRAY/FT, wt = 47 lb/ftPARTICIPATING MASS OF TRAY, Wt= wt(Lt) =

258.5 lb

TOTAL PARTICIPATING MASS, W = Wt + Ws =266.3 lb

11.4) LIVE LOAD (L)

USE 30 lb/ft TO ACCOUNT FOR PERSONNEL

LIVE LOAD, lb = 30(Lt) =

CTSP - 2 3 a - o ( CL

- ' '

REF.WB-DC-20-21.1REV.6 PG.2

(TRAJ SuF- 4' 1 S )

165 lb

;: L 7 7^ - if -

- ~) - !-w --- t -~ rP b F

I ,, , - -- C


T oz F .- !%j ..


BY DATE d 2 4 /91 BRANCH/PROJECT 10. , /- SHEET // OF

CHKD. BY .G)1 DATE 7/3/l OFS NO NO.L DEPT.

ZLIENT a

PROJECT k,5,o Z '/K /Z/;T- /

SUBJECT cz4L c /47 at STOP AA- .i-Can z9 - / ( D A45)

REV. 03

CALC. BY 2P?4 5F3f5

CHECKED m'Y 1 f6 1611.5) THERMAL LOADS

DUE TO THE NATURE OF CABLE TRAY CONNECTIONS, THE THERMAL LOADS

ARE CONSIDERED TO BE SELF-RELIEVING. SINCE TRAY SEGMENTS ARE

CONNECTED TO EACH OTHER WITH BOLTS AT SPLICE PLATES AND

ATTACHED AT SUPPORT WITH HOLD-DOWN CLIP ANGLES THERE WILL BE

ENOUGH CLEARANCE AT BOLT HOLES TO ABSORB ANY THERMAL EXPANSION

IN THE TRAY SYSTEMS. HENCE, NO THERMAL LOAD WILL BE CONSIDERED

THE DESIGN OF SUPPORTS.

Pat ",jf ~REFTEMPERATURE DIFF,t degree= 133.7-70= 63.7 DWG.47E235-44

| 4(A.(<.gA r~rlt3 of marsh T TE#1REV.'3 1,e, STEEL COEFFICIENT OF THERMAL EXPANSION= AISC 7th ED

10.00065/ 613CHANGE OF TRAY LENGTH= e(t)(Lt)/100 0 l 6

(.00065)(63.7/100)(8'x12)= .0397 in < 1/16 in

1/16 in IS AVAILABLE FOR THERMAL EXPANSION AT BOLT HOLES OF

CLIP ANGLE CONNECTION WITH THE SUPPORT

To= 0 f -i/I

Ta= 0

THIS SHEET ADDEQ 5Y RZ' °t


BY 9~ con DATE C{2L |491 BRANCH/PROJECT I. Ad:-/- SHEET.JLZ OF..2

CHKD. BY ___ __ DATE 7/ 3/1I OFS NO. A OEPT. <

V LIENT 7a1d

"PROJ ECT i- A I/P , 4 .4'AZ7 -- /

SUBJECT :7-4LCZ/4< c5 t7 S t So, /-Coo Z -293 - /Ae7 M'5)

11.6) SYSTEM FREQUENCY

CONSIDER CABLE TRAY SPANSIMPLY SUPPORTED BEAM, Lt 5.5 ft

TRAY FREQUENCY:

TRAY FREQUENCY(FIRST MODE),F tray= (3.14/2(k)t SQRT(E(It)/wt'E= 29000000 psiIt= 1.2788 1n4ws= 47 lb/ftFtray= 21.81185 hz

SUPPORT FREQUENCY:

DEFLECTION= P(L)A3/(3E(Is)) /P= W/2 = 133.15 lbLstangle leg = / 4.5 inCONSIDER ANGLE AS PLATE:I angle leg = b(t),3/l2 =

b = 4 /int = 0.37 in

I angle leg = / 0.017578 in4DEF.= P(L)A3/03EIsO.007933 in

SUPPORT FREQUENC , Fsupp= [SQRT(386.4/D]

Fsupp.= 35.12329 hz

SYSTEM FREQUENCY:

(1/Fsys 2 = (1/F tray)A2 + (1/F supp)A2sys. 18.52958 hz

LEGEND:XA2=X, X)

THIS SHE

"FORMULAS FORNATURAL FREQ.AND MODE SHAPES"BY:R.D.BLEVINS

CL WELD TO CL BOLT

EF) ]/(3.14(2))

VIBRATION THEORY&APPLICATIONS BY:THOMSON 1965 ED.PG.5

WB-DC-20-21.1REV.6SECT. 5.2.4.9

ET ADDED BYRv. °V

I

I

BRANCH/PROJECT ID: WC Q -_ C 6 4EBASCO SERVICES INCORPORATED

BY F2TC DATE 9/ 3/flCHKD. BY a1 DATE lV6 I 8 I

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DEPT.OFS NO. 17 R.O 0R

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SUBJECTC4LcULATITPrj F-OR CABILE FRAy sUPgoRf s4 O-CTS P- 293- 5?(Drr Mrt2)

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L IENT

PROJECT 14ZAI/' / - J

SUBJECT <f < 4e&77 7- S 7 -' IO7.s/- - .93 - / (D M)

11.7) SEISMIC DESIGN 'G' VALUES //USE ACTUAL 'G' VALUES FOR OBE, SSE& DBA CONDITIONS/

REF: WCG-1-370 REV.0, QIR-CEB-WBN-89-361 REV.0 &CEB-WBN-85-50-C REV.1. /

,

---------------------------------------------------------------

DIRECTION HORIZONTAL, N-S/E-W VERTICALX OR Z, Gh YI$,' Gy

------------------------------------------------ ,-------

OBE, EL. 792' 0.5 0.474% DAMPING

- - - - - - - - - -- - - - - - - - ---------------- - - - -. SSE, EL. 792' 0.71 0.677% DAMPING

-------------------------------------------------------------

DBA, EL. 773' 2.445 N-S, AZ. 315' 0.3972 AZ. 3157% DAMPING 1.4815 E-W, AZ. 315

3.9265 ABS.SUM-------------------------------------------------------------

/ TH1S ~SHEE=T ADDED BY R-EV a

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ELTID J CG - - 0L(BRANCH/pPROJEcTlW a 4EBASCO SERVICES INCORPORATED

BY -DATE -

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SHEET tJQ OF 2. 0o - DEPT. R NOE~. r-4RNO.141

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SU8JECT .'c ~ 4C X4>- A 6S- - 12 .-c - 293-/ ,5

11.8) DESIGN LOADS

-------------------------------------------- - - - - ----- - -- /

DIRECTIONLOAD HORIZONTAL N-S VERTICAL

X OR Z, lb E-W Y, lb--------------------------- -----------------------

D 0 266.3 /-------------------------- ----------------------------

L 0--------------------------------------------------- 7----------

E W(1.2Gh)= W(1.2Gy)=OBE 159.78 150,.1932

-------------------------------------------- ,-------------

E' W(1.2Gh)= W"(1.2Gy)=SSE 226.8876 /214.1052

------------------------------------- ------------------

k Pa W(1.2Gh)= / W(1.2Gy)=DBA 1254.752 // 126.9292

----------------------------------------------------------

To 0 / 0------------------------------------- ,I------------------------

Ta 0/ 0-------------------------------------------------------------

s --- / THIS SHEET ADDED BY REV.°

BRANCH/PROJEC I IU: WC I 4


BY e5-Hl DATE 9 f 3/9 I SHEET IOF 20~ tiI~tDEPT.

CHKD. BY lS-'L DATE '9 I L i OFS NO. __ __ _ NO__ _

LIENT TvY APROJECT Clt 1 /A P PO 0 I r T

suBJEcTC/4LCUL4TION FOR CAf3LE FRAy 5UPPOWFr .4o-l-CTs- 293~-I54D~r Ns)

ft)1PD ft$S (ir4 LoA-O5 1

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BYDATE /q RANCHq/PROJECT O: kEn / SHEET. /J OFBY DEPT.

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LIENT 7144

PROJECT S5./P/C/, 7- /

SUBJECT L44/o</A2,g C4g5 7y ° ./ . /--.3-,,- 2 - 5 (ie As)

11.9) LOADING COMBINATIONS

- - -----------------------------------------------------------.

DIRECTION ALLOW HORIZONTAL VERTICALLOAD CASE STRESS X OR Z, lb Y, lb /

------------------------------------------------------

I D+L AISC 0 431.3/-------------------------------------------------------------

IA D+E AISC 159.78 416.4932

IB D+E+To 1.5xAISC 159.78 416.A4932- - - - - - - - - - - - - - - - - - - - - - - --- ----------------

II D+E' 1.5xAISC 226.8876 480.4052---------------------------------------------- ---------------

IIA D+E'+To 1.5xAISC 226.8876 /480.4052A--------------------------------------------- /-----------

III D+E'+Pa+TL.5xAISC 1481.639 / 607.3344--------------------------------------- -------------------

GOVERNING DESIGN LOADS:

FIND RATIO OF LOADS FROM SE III TO LOADS FROM CASECOMPARE THAT RATIO TO ALLOWABLE RATIO.

HORIZ. DIRECTION: Ph(LWAD CASE III)/Ph(LOAD CASE IA)=9.273 >1.5

Ph= 14,41.639 lb

VERT. DIRECTION: Py(LOAD CASE III/Py(LOAD CASE IA)== 1.458209 <1.5 Py=1.5xLOAD CASE IA

Py= / 624.7398 lb

I'r gf ' V

I

THIS SHEET ADDED BY

'S.-F B:E RENI C, F

W&-DC-10-21.I

Rev 6 5ECr. 4.3

IA,

I.\'t , .

BRANCH/PROJEU;I IU: x UGi I G 4EBASCO SERVICES INCORPORATED

BY f S______ DATE 9(-i3 (CHKD. BY J DATE 91 I 9 Irw IFNIT Tv A

SHEET ( 2 CkOF 2- 0

DEPT.OFS NO. H N. R

PROJECT f3t4 P / ) ( r -

SUBJEcTCA4LCULATION pOR CABLE FRAy sUPPOT- 0, I -CTSP- 293- I(5?D~r ( T-)

, !A i ;0 A rJ

1r' - TVy (b .

, AWL 0 416. 3

A. 'Dt. A-( . ._ __

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581 2 .3


BY ZAI DATE -CS4191 BRANCH/PROJECTID: SHEET PT. OF

CHKD. BY1POZIQ DATE 242t47/ OFS NO. NEP NO.AL

LIENT -

PROJECT /w. --

SUBJECT CQ46 11- *-',- ' .- cysy3'fW 62gff(-: A4,5)

,.1

11.10) QUALIFICATION OF L 6 x 3 1/2 x 3/8:

CONSIDER THE ANGLE AS PLATE 3/8 X 4 LONGFIXED AT WELD SIDE AND FREE AT BOLT LOCATION.

FORCES AND MOMENTS AT WELD:

X

Fx= Ph/2 =Fy= Py/2 =Fz= Ph/2 =

740.8199 lb312.3699 lb740.8199 lb

Mx= Fz.y'= 3333.689 in.lb

My= Fz.x'= 1296.434 in.lb

Mz= Fx.y'+ Fy.x'=CONSIDER Mz

3880.337 in.1b0 BECAUSE ANGLE CAN ROTATE ABOUT Z-AXIS.

, t

.KI,

THIS SHEET ADDORD BY RMV. °

BOLT1.75 in4.5 in

0 in


BY 0 DATE Z '2 ID: SHEET 1 OF 0

CHKD. BY -4/Ž DATE 9_/____ OFS NO. DET R NO._

CLIENT T APROJECT ('f'JP \ F JN ( T-ISUBJECT CALC UL.A-7((N .O CzLFA 7RA:~4 TR t uRPaRF N&o. (- cTSP-z-93-l(g r iiSj

-- $4- RT _ _F __t_____-

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--------- THIS -SHEET AfDD&E~iD 59~' <-v. 0 .---------------------- "U-- - - ---

I I 2-88 I

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___ ___c '5 £C G1 -S s--a t Y l1 ____

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DATE ff74z91 BRANCH/PROJECT ID ,-4-c SHEET./ ZOF z'A_ __ __ DEPT.

CHKD. BYWPAZ DATE 7 OFS NO. NO.

LIENT

PROJ ECT -VSAe lA/P ; r/<tw- /

SUBJECT 74L4 z g 7y k A .J I- cs- 293 - vm ' -7

4,.4

QUALIFICATION OF L 6 x3 1/2 x 3/8 (CONT): 7SECTIONAL PROPERTIES OF PLATE (3/8" X 4" LG)

b= 4 int= 0.375 in /A=b.t= 1.5 in2Sx=t(b)^2/6= 1 in3 /Sz=b(t)^2/6= 0.09375 in3

Fa=Fb=0.6x36000xl.5 = 32400 psi,Fv=0.52x36000 = 18720 psi/

fa=Fy/A = 208.2466 bsifvx=Fx/A = 493.8799/psifvz=Fz/A = 493.87919 psifr=(fvx^2 + fvz^2)^1/2 = 698.4527 psi < Fv, OK

fb= Mx/Sx + Mz/Sz = 333s/3.689 psifa/Fa + fb/Fb = 0,109319 < 1.0, OK

*s / t

THIS SHEtT ADDED 8Y RE\.l<V.

BRANCH/PROJECT ID: C Gi I G 4EBASCO SERVICES INCORPORATED

BYI. 2{ DATE _ / 3 9 (

CHKD. BY DATE li'L / 1kLCII ' I d I I

PROJECT kUf3t4P I/ U I T- I

SUBJECTCALCULOTLOg4 FOR CA63LE TRAy 5UsPPORT o..I -CTS '- 295-IS5(D)Er Ms)

i Ar1F( AtmJ OF L 6 1372 (C;6r Ai

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-3-31

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7TBSEE DE BYE.-7- ____

58 273S

SHEET '7 OF Z' °

DEPT.

-tr i/A V


1DATE 91 BRANCH/PROJECT ID IVC --/4c SHEET 12 OF Z0DEPT.

CHKD. BY PY?1 O DATE 7 OFS NO. NO.

LIENT -11'0PROJECT i /

SUBJECT c4CC7Cj/r, J 7X4y o ' I--s-i"- 293- /54 /2. A5)

11.11) WELD QUALIFICATION

L6x3 1/2x3/8 &SCV STIFFENERPARALLEL WELD

F1,z ---

FORCES AND MOMENTS AT CENTER OF WELD:

F1=F2=F3=M1=M2=M3=

Fz=Fy=Fx=Mz=My=Mx=

WELD PROPERTIES

A=2a =Sl=a(a)/3 =S3=a(b) =C1=a/2 =C3=b/2 =J/C1=[3 (b)b+a(aJ/C3=a[3(b)b+a(

740.8199 lb /312.3699 lb 8740.8199 lb /

0 in.lb1296.434 in.lb3333.689 in.lb /

,: a= 2./25 inb= / 4 in

/4.5 in.6875 in2

9 in21.125 in

2 in)]/3 = 17.6875 in2(a)]/3b 9.949218 in2

- --- - 1-

REF.DESIGN OF WELDEDSTRUCTURES BYBLODGETT, PG 7.4-7

' 1

1" ;v

/ '--

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,Atv

As(,S

THIS SHEET ArDDED BY REV. O

WELD BETWEEN:

/

-f

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BRANCH/PROJE(; I Il: tAW I G L4o


BY f 5 P:3 DATE 9 -2 r3/91

CHKD. BY W l-72 DATE 4l f 91CLIENT TVA

SHEET i i OF - 0DEPT.

OFS NO. H KN4- P

PROJECT U r3 4 P / U M I T - ISUBJECT CA LCULAT/ gO PO R C4r3LE rR Ay 5UPPO 5r .4Q I-C TS - 293- I5?(DEr r1 N)

(pJEUL [email protected] LG>'{ 2 7 w3{S- 6 V STFFAJE-&G rrUJ "L ir 0 A-L I F- fX A

Pe r= L a i fetPT W S'CL/

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7TH HFEET ADDED BY REV. _______.

581 2-28

BRANCH/PROJECT ID: UjC - I G 4


BY DATE 9____lv_

CHKD. BY Dokf DATE 51 At6 8 )CLIENT TV A

PROJECT Lk) `3 P I c u I - I-

SUBJECT0C4LCULATION FOR Ci

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SHEET'it k OF 2-0

OFS NO. r4R DEPT.

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BY '&q5\ 3 DATE C13 24 BRANCH/PROJECT ID kec4-/-_ 4o SHEET / 9 OF' \j %JDEPT.

CHKD. BY&t2A i DATE 7/3/ O OFS NO.ET

|CLIENT 71-4

PROJECT Z14A/ /C/A.4 r- /

SUBJECT 44'/Y! .s ' Uo .- cz -,. .z9 - i (X M5'.)

WELD QUALIFICATION(CONT): /

FORCES ON WELD: /F=[(F2/A + Ml/S1 + M3/S3)^2 + (Fl/A + M2(C1/J))^2/

(F3/A + M2(C3/J))^2]A1/2 /

F= 385.2412 lb/in

REQUIRED WELD SIZE: REF./0 WB-DC-20-21.1

Sw= 0.3(70000)1.5= 31500 psi WELD REV.671 TABLE 4.3-1

Sm= .52(36000)= 18720 psi BASE METAL

Wr= F/(Sm)= 0.020579 in

AS-BUILT WELD SIZE 0.0625 in /AS-BUILT WELD > REQUIRED, OK

,/

//

Fas2-1 S A

/ /

7 THIS SHEET ADDED BY REV.-__

)

RAINCH/PROJECT ID: wCci-I-GLEBASCO SERVICES INCORPORATED

BY fS -DATE 9/2-7) tSHEET_____DEPT.

CHKD. BY rrlt-' DATE (? I'I I' OFS NO. H -- NO._-_______

~-LIENT TV APROJECT U.j r3tP / U ( IT-I

SUBJECT ~-~L C ULATtoA Po R C 4 6L E TR A SU PPO R 7f 0, 4O- C T'S- I 95- /5 ?4 DE E 15)

I I H A J ~ ~ U 4 L , C ,4--T l O C . y T _ _ _ _ _ _ _

V (-i-c- (O DUC T J (,\ 'C4? IT I(ETtA ?Eir-c-S ____

-LOA ' -P3\ C2' -JA-Ti UJ

LLV2~.~ o~ _ _TcFf

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C-A-L c-tvccG,- (-6L(L

(77_-_

-17TSSHET ADDED BYRE-V.Sj____

I

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BY 9 .w DATE•44 BRANCH/PROJECT tD keWa-/-c SHEET OFCHK. BY DEPT.

CH-KD. BY PY.Lt4 DATE L,23X1LO0FS NO. Ac-NO. _A6•

LIENT 74

PROJ ECT 1-V./P /L ./7 r- /

SUBJECT / c4g&1 2Uy C AGs j /-C-sy-S- 2SD - /-A' (vZ A725)

11.12) QUALIFICATION OF TRAY CLIP BOLT

4-3/8 0 A307 BOLTS:A=3.14(DIA.)^2/4= IFyt=Fyv=

TENSION/BOLT=Fx/2=370.4099 :Fy/BOLT= Fy/2= 156.1849 :Fz/BOLT= Fz/2= 370.4099 :SHEAR/BOLT=(Fy^2+Fz^2)^1/2=

BOLT ALLOWABLES:TENSION=A.Fyt=SHEAR= A.Fyv=

0.1104462700013500

lblblb

2982.058 lb1491.029 lb

12) SUMMARY OF CALCULATION RESULTS

3/8 BOLTS: SHEAR, lbTENSION, lb

L5x3xl/4:

/

SHEAR, psi /COMBINED STRESS RATIO

./

FILLET WELD SIZE, in: /

13) CONCLUSION /

IS /REF. /

in2 WB-DC-20-li.1psi REV.6psi

220.8788/bII

> Actual tension,> Aciual tension,

OxOK

/ACTUAL ALLOW.220.8788 1491.029370.4099 2982.058

698.4517 187200.109319 1

AS-BUILT REQUIRED0.0625 0.020579

IALL CABLE TRAY SUPPORTS AS PER DETAIL M5 (SHOWN IN DWG

48W970-4 REV.4*/& 48W970-5 REV.11) ARE STRUCTURALLY ADEQUATE

AS CONSTRUCTED AND MEET ALL APPLICABLE DESIGN CRITERIA.

THUS NO FURTHER CALCULATIONS ARE REQUIRED.

* /

X THIS SHEET ADDED BY' REV. 5 L~

:1

I

BRANCH/PROJECT ID: C - I G L


BY f y Of q DATE 9f L L.(9 f

CHKD. BY (lL. DATE It lb l 8 I

SHEET 2 OOOF -2DEPT.

OFS NO. HR. NO-J0j .

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PROJECT s (3 t4 P / 0 t I r -SUBJEcTC4LCULATlo F-OR CAl3 e F RAy 5UPPORT o.(- ICTe'P- 293-15 (DEr T- M5)

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TABLE OF CONTENTS

Table of Contents of Attachment(s)

Attachment "A" Verification Work Sheet

4?AC-A'. B AL2- 9477

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Psk No.

Document No. L CTS ' -Z I3 i

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Title: CALc<ULA-oT >O-R cOA I ,=UE,1

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OUFSTTOiIS TO lIE ADDRES�W

I1

2

4

5

7

10

12

13

14

15

16

17

Were the inputs correctly selected at the correct revision level, and

Are the assumptions necessary to perform the design .activity

adequately described and reasonable? Where necessary, are assullptiotis

identified for subsequent reverification after the detailed design

activities are _____________-

Are the aporoori7ate oi,-li Y row~~rpet .- ei~d

Are the aooronri ate quality qssurance r~pti relnent' coecif;i ?

Are the applicable codes, standards,. and regulatory requirements

including issue and addenda properly identified, and are their

Have applicable construction and operating experience been

consi dered'?

Are the specified parts, equipment, and processes suitable for thif

required application? Are all applicable construction specification.'

Are the specified materials compatible with each other and with

the design enviroomiental conditions to which the materials will be

r- Posd?

av c dea12Da 77.

Are accessibility and other design provisions adequate for performing

Has adequate accessibility been provided to perform the inser-'ice

inspectionnepetdt erulrd(trnthslnlf?

Has the design properly considered radiation exposure to the public

Is the acceptance criteria incorporated in the design document

sufficient to allow verification that design requirements have been

Have adequate preoperational and subsequent periodic test requirements

been aopr e V?

Axe adequate handling, storage, cleaning and shipping requirwments

Anecified?. , -- - p f - - - - - ~ - - - 0 4 A

IS Are adnt r'.c~lacn rot .elL5> / l

19 Are requirements for record preparation review, approval, retention,

-tr- - adgpnintely s ified?

'or Calculations, only questions 1, 2, 4, 6, 7, 8 and 15 are considered

Ipplicable.

Independent Verifier _' 0 " 1 - D t- e -Date-

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Title: CALCULrTIC(t hO/i cAF3L La TRi I

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THIS SHEET ADDED BY REV. b"OQIFS TOTNS TO 7 E AP ESSED

We-re the inauts correctly selected at the correct revision level, and

I co~~ noted~~

Are the assumpticns necessar7 to perform the design .activit7

adequately described and reasonable? Where necessar7, are assumptions

identified for subsequent reverification after the detailed design

na th ;^e sop'oor; : o"-i qz tvt requi-ments ssecif ed?

h~~t t -e< o > rnor~re pilta;r assursnc0 vesu'rements sO~;~

a Are the apolicable codes, standards,. and regulatory requirements

Including issue and addenda properly identified, and are their

l- re1'1 rorn ts Eor ries-z rnt?

|5 Eave arolicable construction and operating ex-ezience been

7 1 2S -r'rorat des;r mehnod I!sed

3 1 ts e a'itoegt repsnnh1 e caogad to 4r.,itg?

9 Are the soecified carts, equipment, and processes suitable for the

required avolication? Are all aoolicable const--ce-oa specifications

l -=e oned o .hed~awngfc)?

LO Are the specified materials comoatible with each other and with

the design envirommental conditions to which the mater-als w iI be

1 'Yro nd main toannco Featers and a-eou4 emets e :d?

12 | Are accessibility and other design provisions adequate for performing

13 | as adequate accessibility been provided to perform the inser-rice

I inoect'on eD°Cted to he reqU~red durtr¾z the yoanttle?

i4 |as the desiga properly considered radiation exrosure to the public

I arCa vlr oersornell

Is the accectance criteria incorporated in the design document

s-- -cient to allow rerification that design requirements have been

x- stcor~lv 2ci-mtghed?

'6 Ha|ae adequate preoperational and subsequent periodic test requirements

!-1n ooorntr 1 e e 4 :d?

17 Aze adequate handling, storage, cleaning and shipping requirements

19 iAre oecuirernents for record preparatisona riewr, approval, retent:on,

For Calcu-a:cins, onl7 questions 1, 2, L, 5, 7, 3 and 15 are ccnsidere d

acu-1caO e. ble.

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APPENDIX G

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Appendix D (Yes or No)

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CABLE TRAY SUPPORT NO. -GAGE 1- OF 2

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WAT.KDOWN PACTAGE COVERSITEET

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ENGINEERING WAI =ROUGH

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8RANCH/PROJECT ID,;w -cc - I- Gq O EBASCO SERVICES INCORPORATED

BY C2 DATE Ca4/9CHKD. BY~i 8 DATE 7 1 L 3 /1LCLIENT ' T\ A

ATTACHMENT 2

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SHEET L OF- LfODEPT. S

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zA)4LlwPACKAGE NO

CT- -- ------CT-SB-I-008CT-SB-I-008CT-SB-I-008CT-SB-I-008CT-SB-I-008

HGR NO------

1-CTSP-293-02201-CTSP-293-02201-CTSP-293-02201-CTSP-293-0220I-CTSP-293-0220

CALC NO- ----- -

WCG-1-641R0WCG-1-641R0WCG-1-641R0WCG-1-64lR0WCG-1-64lRO

MARK NO

J5J5 -J5J5J5

ELEV I

712.50710.50708.83707.33705.33

AZIMUTH

4.50

4.504.504. 50

CT-SBI-008 --UCTSP-29-22U WCG-L-b41.KU J -714.50 4.50CT-SB-I-009 1-CTSP-293-0221 WCG-1-641R0 35 714.50 9.50CT-SB-I-009 1-CTSP-293-0221 WCG-1-641R0 J5 712.50 9.50CT-SB-I-009 1-CTSP-293-0221 WCG-1-641R0 J5 710.50 9.50CT-SB-I-009 1-CTSP-293-0221 WCG-1-641R0 J5 . 708.83 9.50CT-SB-I-009 1-CTSP-293-0221 WCG-1-641R0 J5 707.33 .9.50CT-SB-I-009 1-CTSP-293-0221 WCG-1-641R0 J5 705.33 9.50CT-SB-I-010 1-CTSP-293-0222 WCG-1-641R0 J5 714.50 14.50CT-SB-I-010CT-SB-I-010CT-SB-I-010b-SB-I-010

-- SB-I-010W- -SB-I-011CT-SB-I-011CT-SB-I-011CT-SB-I-011CT-SB-I-011CT-SB-I-Ol

1-CTSP-293-02221-CTSP-293-02221-CTSP-293-02221-CTSP-293-02221-CTSP-293-02221-CTSP-293-02231-CTSP-293-02231-CTSP-293-02231-CTSP-293-02231-CTSP-293-02231-CTSP-293-0223

WCG-1-641R0WCG-1-64lROWCG-1-641R0WCG-1-64lROWCG-1-64l4ROWCG-1-641R0WCG-1-64lROWCG-1-641R0WCG-1-64lROWCG-1-641R0WCG-1-64lRO

J5J5J5J5J5J5J5J5J5J5J5

712.50710.50708.83707.33705.33714.50712.50710. 50708.83707.33705.33

14.5014. 5014.5014 . 5014. 5020.5020.5020.5020.5020.5020.50

CT-SB-I-012 1-CTSP-293-0224 WCG-1-641R0 J5 714.50 24.50CT-SB-I-012 1-CTSP-293-0224 WCG-1-641R0 3J5 710.50 24.50CT-SB-I-012 1-CTSP-293-0224 WCG-1-641R0 J5 708.83 24.50CT-SB-I-012 1-CTSP-293-0224 WCG-1-641R0 J5 707.33 24.50CT-SB-I-012 1-CTSP-293-0224 WCG-1-641R0 J5 705.33 24.50CT-SB-I-013 1-CTSP-293-0225 WCG-1-641R0 J5 714.50 29.50CT-SB-I-013 1-CTSP-293-0225 WCG-1-641R0 J5 710.50 29.50CT-SB-I-013 1-CTSP-293-0225 WCG-1-641R0 J5 708.83 29.50CT-SB-I-013 1-CTSP-293-0225 WCG-1-641R0 J5 707.33 29.50CT-SB-I-013 1-CTSP-293-0225 WCG-1-641R0 J5 705.33 29.50CT-SB-I-014 1-CTSP-293-0226 WCG-1-641R0 J5 714.50 34.50CT-SB-I-014 1-CTSP-293-0226 WCG-1-641R0 J5 710.50 34.50CT-SB-I-014 1-CTSP-293-0226 WCG-1-641R0 J5 708.00 34.50CT-SB-I-014 1-CTSP-293-0226 WCG-1-641R0 J5 705.33 34.50CT-SB-I-015 1-CT P-293-02 WCG-1-641R0l5 708.00 39.50--CT-SB-I-015 1-CTSP-293-0227 WCG-1-641R0 J5 705.33 39.50CT-SB-I-016 1-CTSP-293-0228 WCG-1-641R0 J5 710.00 44.50CT-SB-I-016 1-CTSP-293-0228 WCG-1-641R0 J5 708.00 44.50CT-SB-I-016 1-CTSP-293-0228 WCG-1-641R0 J5 705.33 44.50UT-1)0-1-ul /

CT-SB-I-017l -SB-I-017

CT -SB-I-018

CT-SB-I-018

1-CTSP-293-02291-CTSP-293-02291-CTSP-293-02291-CTSP-293-02301-CTSP-293-02301-CTSP-293-0230

WCG-1-641ROWCG-1-641R0WCG-1-64lROWCG-1-641R0WCG-1-641R0WCG-1-64lRO

THIS SHEET ADDED BY MEl. 3-5.81 2-38

PROJECT (pJ r3P/ u iTr- I

SUJECT D VATA.

J5J5J5J5J5J5

710.50708.00705.33711.50710.00708.00

49. 5049.5049.5054.5054. 5054-50

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-BRANCHPROJECT ID;WCG C- (- G 4(O .EBASCO SERVICES INCORPORATED

BY DATE ATTACHMENT D

CHKD. BY -aADATE :7 |SHET -- OF- / I.I S HIErr OVA

SHEET 2 OF HOFS NO DEPTNOFS NO.NO' N R

PROJECT WL (3 r.P/ U4 I IT- ISUBJECT CA-TA BASE D SUPPORTS ATTACE"D Tt scv

6 L4LkTI 1 oc/PACKAGE NO

-----------CT-SB-I-019CT-SB-I-019CT-SB-I-019

CT-SB-I-020CT-SB-I-020CT-SB-I-021CT-SB-I-021CT-SB-I-021

-CT-SB-I-022-CT-SB-I-022CT-SB-I-022CT-SB-I-023CT-SB-I-023CT-SB-I-023CT-SB-I-024

wT-SB-I-024

W1RSB-I024o.&-SB-I-025-T-SB-I-025CT-SB-I-025CT-SB-I-026CT-SB-I-026CT-SB-I-026CT-SB-I-027

CT-SB-I-028CT-SB-I-029CT-SB-I-030CT-SB-I-031CT-SB-I-032CT-SB-I-032CT-SB-I-032CT-SB-I-032CT-SB-I-032CT-SB-I-032CT-SB-I-033CT-SB-I-033CT-SB-I-033CT-SB-I-033CT-SB-I-033CT-SB-I-033CT-SB-I-034CT-SB-I-034CT-SB-1-034rT-SB-I-034- SB-I-034

-SB-I-034"Or-SB-I-035

CT-SB-I-035

HGR NO

1-CTSP-293-023 11-CTSP-293-02311-CTSP-293-0231

1-CTSP-293-02321-CTSP-293-02321-CTSP-293-02331-CTSP-293-02331-CTSP-293-02331-CTSP-293-02341-CTSP-293-02341-CTSP-293-02341-CTSP-293-02351-CTSP-293-02351-CTSP-293-02351-CTSP-293-02361-CTSP-293-02361-CTSP-293-02361-CTSP-293-02371-CTSP-293-02371-CTSP-293-02371-CTSP-293-02381-CTSP-293-02381-CTSP-293-02381-CTSP-293-02391 -CTSPD-293-0239)

1-CTSP-293-02401-CTSP-293-02411-CTSP-293 -02421-CTSP-293-02431-CTSP-293-02791-CTSP-293-02791-CTSP-293-02791-CTSP-293-02791-CTSP-293-02791-CTSP-293-02791-CTSP-293-02781-CTSP-293-02781-CTSP-293-02781-CTSP-293-02781-CTSP-293-02781-CTSP-293-02781-CTSP-293-02771-CTSP-293-02771-CTSP-293-02771-CTSP-293-02771-CTSP-293-02771-CTSP-293-02771-CTSP-293-02811-CTSP-293-0281

s5 up P 'rMARK NO ELEV

------- -----

CALC NO

WCG-1-64 1ROWCG-1-641R0WCG-1-641ROWCG-1-64lRPWCG-1-641R0WCG-1-641R0WCG-1-641R0WCG-1-641RPWCG-1-64lROWCG-1-641R0WCG-1-641R0WCG-1-641R0WCG-1-641R0WCG-1-64lRO0WCG-1-64lROWCG-1-641R0WCG-1-641RPWCG-1-641R0WCG-1-641ROWCG-1-641RPWCG-1-64lROWCG-1-64lROWCG-1-64lROWCG-1-641RPWCG-1-641R0WCG-1-641RPWCG-1-64lROWCG-1-641R0WCG-1-641R0WCG-1-641R0WCG-1-641R0WCG-1-641RPWCG-1-641RPWCG-1-64lROWCG-1-641RPWCG-1-641R0WCG-1-641R0WCG-1-641R0WCG-1-641R0WCG-1-641R0WCG-1-641RPWCG-1-641R0WCG-1-641R0WCG-1-641RPWCG-1-641R0WCG-1-64lROWCG-1-641RPWCG-1-641R0WCG-1-641R0WCG-1-64lR0

THIS SHEET ADDED Y R E'. oI581 2-S8

-

J5J5J5-J5J5J5J5J5J5J5J5J5J5J5J5J5J5J5J5J5J5J5J5J5J5J5J5J5J5J5J5J5J5J5J5J5J5J5J5J5J5J5J5J5J5JSJ5J5JSJS

.

711.50710.00708. 00710.00708.00705.33710.00708.00705.33710.00708.00705.33710.00708.00705.33710.00708. 00705.33710.00708.00705. 33710. 00708.00705.33708.007 05.3 37 05.3 37 05.33-705.37 05.3 3714.50712.50710. 50708 .83707. 33705. 33714.50712.50710.50708.83707.33705.33714.50712 .50710, 50708.83707.33705.33714. 50712.50

AZIMUTH

-59.5059.50

) 59.5064.3064.30)64.3069.30

) 69.3069.30

P 74.3074.30Q74.30

) 79.30) 79.30

79.3084.50-84.5084.5089.5089.5089.5094.5094.5094.50099.50

199.503104.50329.50

---114.5119.50329.50329.50329.50329.50329.50329.50334.50334.50334.50334.50334.50334.50339.50339.50339.50339.50339.50

1339.50325.00325.00

. . . . . . . - . . - I .

BRANCHJPROJECT ID:UQ,vcG-(- GLfo

BY C3R DATE q/ 4

CHKD. BY F Lf DATE 7/17q

,LICN I'I I R Tx /A


_ _ATTACHMENTD_| SHEET .2. OFL

/ SHEET 3 OF 4 | OFS NO. NO._ ___ R__

PROJECT %A a3K P t J ,JV Ir-

SUBJECT ILIA f5>AS OS- OF OP ( ASU I ACr 70 .-

>,,A! e,- 9UGrPACKAGE NO

-----------

CT-SB-I-035CT-SB-I-035CT-SB-I-035CT-SB-I-035CT-SB-I-035CT-SB-I-035

HGR NO------

1-CTSP-293-02811-CTSP-293-02811-CTSP-293-02811-CTSP-293-02811-CTSP-293-02811-CTSP-293-0281

CALC NO

WCG-1-64lROWCG-1-64lROWCG-1-641R0WCG-1-64lROWCG-1-641R0WCG-1-64lR0

CT-SB-1-035CT-SB-I-035CT-SB-I-035CT-SB-I-036CT-SB-I-036CT-SB-I-036CT-SB-I-036CT-SB-I-036CT-SB-I-036iT-SB-I-037-- SB-I-037..- SB-I-037CT-SB-I-037CT-SB-I-037CT-SB-I-037CT-SB-I-038CT-SB-I-038CT-SB-I-038CT-SB-I-038CT-SB-I-038CT-SB-I-038CT-SB-I-039CT-SB-I-039CT-SB-I-039CT-SB-I-039CT-SB-I-039CT-SB-I-039CT-SB-I-040CT-SB-I-040CT-SB-I-040CT-SB-I-040CT-SB-I-040CT-SB-I-040CT-SB-I-040CT-SB-I-040CT-SB-I-040

CT-SB-I-043CT-SB-I-042

-SB-I-044P -SB-I-044CT-SB-I-044C T-SB - I-044

1-CTSP-293-02811-CTSP-293-02811-CTSP-293-02811-CTSP-293-02761-CTSP-293-02761-CTSP-293-02761-CTSP-293-02761-CTSP-293-02761-CTSP-293-02761-CTSP-293-02751-CTSP-293-02751-CTSP-293-02751-CTSP-293-02751-CTSP-293-02751-CTSP-293-02751-CTSP-293-02841-CTSP-293-02841-CTSP-293-02841-CTSP-293-02841-CTSP-293-02841-CTSP-293-02841-CTSP-293-02831-CTSP-293-02831-CTSP-293-02831-CTSP-293-02831-CTSP-293-02831-CTSP-293-02831-CTSP-293-02821-CTSP-293-02821-CTSP-293-02821-CTSP-293-02821-CTSP-293-02821-CTSP-293-02821-CTSP-293-02821-CTSP-293-02821-CTSP-293-02821-CTSP-293-03121-CTSP-293-03151-CTSP-293-03161-CTSP-293-03401-CTSP-293-03401-CTSP-293-03401-CTSP-293-0340

WCG-1-64lROWCG-1-642R0WCG-1-645R0WCG-1-641R0WCG-1-64lROWCG-1-641R0WCG-1-64lROWCG-1-641R0WCG-1-641R0WCG-1-641R0WCG-1-641R0WCG-1-64lROWCG-1-641R0WCG-1-64lROWCG-1-64lROWCG-1-64lROWCG-1-641R0WCG-1-641R0WCG-1-64lROWCG-1-64lROWCG-1-64lROWCG-1-641R0WCG-1-641R0WCG-1-64lROWCG-1-64lROWCG-1-641R0WCG-1-641R0WCG-1-64lROWCG-1-64lROWCG-1-64lROWCG-1-641R0WCG-1-646ROWCG-1-646R0WCG-1-646R0WCG-1-642R0WCG-1-642R0WCG-1-64lROWCG-1-641R0WCG-1-641R0WCG-1-646R0WCG-1-646R0WCG-1-646R0WCG-1-644R0

J5 70Q53L; :9.5 .MK19 713.00 319.50MK17 710.83 319.50J5 714.50 344.50J5 712.50 344.50J5 710.50 344.50J5 708.83 344.50J5 707.33 344.50J5 705.33 344.50J5 714.50 349.50J5 712.50 349.50J5 710.50 349.50J5 708.83 349.50J5 707.33 349.50J5 705.33 349.50J5 714.50 354.50J5 712.50 354.50J5 710.50 354.50J5 708.83 354.50J5 707.33 354.50J5 705.33 354.50J5 714.50 359.50J5 712.50 359.50J5 710.50 359.50J5 708.83 359.50J5 707.33 359.50J5 705.33 359.50J5 708.83 314.50J5 707.33 314.50J5 705.33 314.50J5 705.33 309.50MK13 713.00 314.50MK13 711.17 314.50MK16 707.42 314.50MK18 713.00 309.50MK18 709.67 309.50J5 705.33 304.50,iS 7 -05.33 298.00J5 705.33 294.50MK20 716.00 254.50MK11 711.75 254.50MK12 706.92 254.50K5 71000Q 249.50

THIS SHE=T ,ODimY o 3581 2-88

N/

MARK NO

J5J5J5J5J5J5

ELEV

710.50708.83707.33705.33708.83707.33

AZIMUTH

325.00325.00325.00325.00319.50319.50

-

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BRANCH/PROJECT ID:w C G-I- -L 40

BY ! DATE

CHKD. BY PS Paod DATE 2, 3/


| ATTACHMENTD | SHEET 4 OF q

ZL. SHE-r 4 Lf OFS NO. N NO__ DEPT _ __

CLIENT TV APROJECT lJ !r? rq P u tJ T-| I

SUBJECT VDArTA 34SE OF SoPpoRl ATTAcHF -I> To ScV

PACKAGE NO HGR NO----------- ------CT-SB-I-044 1-CTSP-293-0340CT-SB-I-044 1-CTSP-293-0340CT-SB-I-045 1-CTSP-293-0341CT-SB-I-045 1-CTSP-293-0341CT-SB-I-045 1-CTSP-293-0341CT-SB-I-046 1-CTSP-293-0342CT-SB-I-046 1-CTSP-293-0342CT-SB-I-047 1-CTSP-293-0356CT-SB-I-048 1-CTSP-293-0358CT-SB-I-049 1-CTSP-293-0359CT-SB-I-050 1-CTSP-293-0360CT-SB-I-051 1-CTSP-293-0361CT-SB-I-052 1-CTSP-293-0362CT-SB-I-053 1-CTSP-293-0363CT-SB-I-054 1-CTSP-293-0100CT-SB-I-055 1-CTSP-293-0107

-iCSB-I-056 1-CTSP-293-0119-SB-I-057 1-CTSP-293-0120

CT-SB-I-059 1-CTSP-293-0213CT-SB-H-060 1-CTSP-293-0152CT-SB-H-061 1-CTSP-293-0153CT-SB-H-061 1-CTSP-293-0154CT-SB-H-063 1-CTSP-293-0155CT-SB-H-064 1-CTSP-293-0156CT-SB-H-065 1-CTSP-293-0157CT-SB-H-066 1-CTSP-293-0158rTQ7..s..H.067 1-CTSP-293-0i59fCT-SB-H-068 1-CTSP-293-0521

f--§ SB-H69 - -1-CTSP-293-0536CT-SB-H-070 1-CTSP-293-0539CT-SB-H-071 1-CTSP-293-0541CT-SB-H-072 1-CTSP-293-0542

CALC NO

WCG-1-644R-WCG-1-644ROWCG-1-644ROWCG-1-644ROWCG-1-644ROWCG-1-644ROWCG-1-644ROWCG-1-644ROWCG-1-644ROWCG-1-644ROWCG1-5644WCG-1-644RO

WCG-1-644R0WCG-1-644ROWCG-1-644ROWCG-1-646ROWCG-1-646ROWCG-1-643ROWCG-1-643ROWCG-1-646ROWCG-1-646R0WCG-1-64OROWCG-1-64OR1WCG-1-64OR1WCG-1-64OR1WCG-1-64OR1WCG-1-64OR1WCG-1-64OR1WCG-1-640R1WCG-1-643ORWCG-1-64OR1WCG-1-64OR1WCG-1-64OR1WCG-1-64 OR].

MARK NO---- -- -

K5K5 -K5K5COND.K51(K5K5K5K5K5K51(5K5MK13MK13L5L5MK1441MK15M5M5M5M5M5M5M5

N-5-

M5M5

M5

ELEV AZIMUTH-- - -- - --- ---

709.00 249.50705.33 249.50710.00 245.50709.00 245.50705.33 245.50710.00 239.50709.00 239.50709.00 234.00709.00 229.50709.00 224.50709.00 219.50709.00 214.50709.00 210.50709.00 204.50712.30 99.50710.30 104.50733.50 112.00733.50 116.00712.33 39.50711.25 44.50773.00 1.00773.00 5.50773.00 12.00773.00 17.50773.00 23.00773.00 27.00773.00 32.50773.50 38.00773.50 336.00773.50 341.00773.50 346.75773.50 351.00773.50 355.50

THIS SHEET ADDED BY REV. °2

- - - - - - - - . - - . --- _ _ __ _ _

-

EBASCO SERVICES INCORBPORATED V 61BRANCH/PROJECT ID.: L / 1

-lf SHEET 5. OF .

WC~5/-c~4e, ~/~'DEPT.BY -: . DATE OFS NO. NA NO. NACHIKD. BY .d* ATE JS- 2 9CLIENT TVAPROJECT WBNP - Unit-ISUBJECT [C !-0o4o gSuPP0Rr# i-CrSP-2s -/58 6 LI5)

5. PURPOSE:

RO Q,:JA I /gY cAL62A'4)Y -SUPP~ 7S~ .44A AJR-Or sr. dS/

,Pce ~. C£'/77C4L . CAS., -

6. APPLICABLE CRITERIA (MARKD '2"): /

1. DS-C1.7.1 R4 General Anchorage to Concrete /2. WB-DC-20-21 R6 Misc. Steel Component for Category 1 Structures3. WB-DC-20-1.1 R9 Add. Diesel Gen. Bldg. & New Cat.-I Structures

X 4. WB-DC-2O-Zl.1 R5 Category I Cable Tray Supports.5. WB-DC-40-31.8 R7 Seismically Qualifying Round and Rectangular Ducts6. WB-DC-40-31.9 Rll 5wP0 LeTXL :r5^ EEL IN r- 5UT-tuR =

7. WB-DC-40-31.10 R4 Seismically Qualifying Conduit SupportsX 8. QIR-CEB-WBN--89-361 RO Auxiliary-Control and Reactor Buildings -

Acceleration & Response SpectraV 9. WCG-1-370 RO Generation of OBE 40 Damping ARS for Unit 1 ICS, SCV7,

and SB10. WCG-1-377 Ri Auxiliary Control Building 4Z-Damping Curves and Seismic

Forces.11. DS-Cl.6.9 RO Design of Clamp and Channel/Strut Components for Conduit12. DS-Cl.6.14 RO Design of Unistrut & B-Line Clamps for Piping and Tubing1.3-. (Specify): X . A Y&F9B-6---C c /

7. APPLICABLE CODES AND STANDARDS (MARKED '2"):1. AISC Manual of Steel Construction, 7th Edition

X Z. AISC Manual of Steel Construction, 8th Edition3. AS __4. ANSI/AWS D.1.1-83, 1983, Structural Welding Code - Steel5. ANSI B31.16. ACI 318-77 Building Code Requirements for Reinforced Concrete7. (Specify):

EBASCO SERVICES INCORPORATED LA6 tIL19JBRANCH/PROJECT ID.: Ic: 0 i3 /ZM3

PVCC7 SHEET 6 OF 29e/nl cgi DEPT.

BY DATE 4 * OFS NO. NA NO. NA

CHKD. Bt i[L 7 DATE /E K 4- 9ICLIENT TVAPROJECT WBNP - Unit -

SUBJECT C4LCL1L-47-7OAJ fGa2 CABL..6 7-'AR SdPf te7- -/-C,-gq3- , dy

8. ASSUMPTIONS, LITERATURE SEARCHES AND OTHER APPLICABLE BACKGROUND DATA:

9. APPLICABLE REFERENCES (MARKED "I'N):

X 1. Design of welded structures by O.W. Blodgett 1966

2. Formulas for stress and strain by R.J. Roark & W.C. Yo g, 5th Edition

3. Unistrut Catalog No.: 11 1988

4. Bergen Paterson Catalog No.:

5. Structural Drawing No.:

6. WBNP-PSDM (Watts Bar Nuclear Plant Pipe Support Design Manual)

Vol. 1 Rev.2/X 7. AISC Manual of Steel Construction, 8th Edition

X~ 8. (Specify): "'F1AUt.As gOR ,ArURAL Fqf~IC-'Er AAlD

MODE 5,fAPE " -5^ L I /45, le?7-7 FtZ, -

14. fS

,.;/

10. APPLICABLE DESIGN INPUT DATA:

A) -r,4-,e r 2l-4AJ D/0j J. o8 W/0 504 /0 -(/:

i?)~~~~~~j .. <Si.Q.4gO° 5 6Z/

c) zjVz J 4k 87,0 - S ( /,)

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EBASCO SERVICES INCORPORATED,, 1

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SUBJECT C9LCULA77Ca / °F 2469L 74 5JA /-rSP- z.''-5 (7

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L. 77. 25-

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PLAN :;(t"':\ L5-L5

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. CABLE TRAY- ,-L.223x2rx3 YARIES(AWC)

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SUBJECT -' / A/ 4S 6T?4 /-cT6P-2S3-/•AorM;I I I I I I I .1

WELD CALCULATION:WELD BETWEEN:

-f, L GX22X 31 e

LOADING CASE:

I I I l I I .1 iPARALLEL WELD

./13,g ,

E ENVELOPE2 LOAD CONDITION I1I

FORCES AND MOOENTS AT CEDTER OF WELD:

I I*.I I 11.14 -j //1 14/ t .-~~ / 13

F 3.6 =

F1 = FX = ° LB.

F2 r 54d LB.

F = F7 = 2o, 4 LB.3

M1 = 14 X= /_ 3c::3• IN.-LB.

M2 = M = ZeC IN.LB.m3 = M = IN.T-LB.3

iWELD PROPERTIES: a IN. b = T6 I

A 2a g IN.

1 33 IN.' Z3 =ab= /4 IN.2

1 2 3 =2

J = (3b 2 + a2) - / J 2 a(3b- ± a2 )1 3~ 3b = &:'E IN.

l

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FORCE ON W'JLD ~ F- -

IF21 IM1!I m3I 2 iF11 1M21 2 IF31 I{21 2-+z z

1 3 +3

+c 4 1 )2 ,c2 2

F = Z____ LB./IN.

REQUIRED WELD SIZE Ss = o jSv

R 0.707 S 77( ) = / 7IN-ACTUAL IN.S

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ATTACHMENTS

TABLE OF CONTENTS

NO. OF PAGES

Table of Contents of Attachment(s)

Attachment "A" Verification Work Sheet

Lcaad Ai-chmed7 t-[B --

4>0,\

k \_,V

f',a CT ,

TOTAL NO. OF PAGES -e-44 J RIE~V.I1vCT 1~11

14.

OF IDEPT.

NO. NA

,

f aoFpr;n&

1

1, iA I I1

I ,)Iq

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-1 .......- - 4

- :: -

ATTACHMENTSHEET I OF 1

ATTACHMMT AVERIFICATION WORKSHEET

FOR CALCULATIONS AND DRAWINGS

Task No. A//4

7p Document No. /C75P 029 /156

Title: 'CAL;C4/L,471/OAJ,2C4&E 7;4t

/- R cEPZ,93-/i 50ck52

1

2

Revision O BRANCH/PROJECT ID:

OUESTTONS TO BP ADDRESSED

Were the inputs correctly selected at the correct revision level,incorporated into the desirn?

Are the assumptions necessary to perform the design activity

adequately described and reasonable? Where necessary, are as

identified for subsequent reverification after the detailed/"aet'-vities are com leted?/

3a Are the approrlate gual4 ty requirements specified? /

4 Are the applicable codes, standards, and regulatory requirementsincluding issue and addenda properly identified, and/are their

__ requirements for design met?

5 Have applicable construction and operating experience been

! consi dered? /

5 Have the design interface requirements been satisfied?

7 Was an apprnpriate design method used?8j TS the output reasonable comparedt to inputs?

9 Are the specified parts, equipment, and processes suitable for the

required application? Are all applicable construction specifications

referenced on the drawing(s)?

10 Are the specified materials compatible with each other and withthe design environmental conditions to which the materials will be

exposed?11 -Have adequate maintenance features and -oQuirements been specified?

12 Are accessibility and, other design provisions adequate for performing

needed maintenance and repair?13 Has adequate accessibility been provided to perform the inservice

inspection expected to be required durIng the 2lantlife?

14 Has the design properly considered radiation exposure to the public.____ and plant pe'sonnel?

15 Is the acceptance criteria incorporated in the design documentsufficient to allow verification that design requirements have been

. _ satisfactorily accomplished?16 Have adequate preoperational and subsequent periodic test requirements

been appropriately specrf 4 ed?

17 Are adequate handling, storage, cleaning and shipping requirements

specified?18 Are adequate identification requirrements specified?

19 Are requirements for record preparation review, approval, retention,etc".. adequately specified?

For Calcu'lations, only questions 1, 2, 4, 6, 7, 8 and 15 are considered

applicable.

Independent VerifierPrint/Sign

I2-/ l 1/9 D

Date

I

f

A- USAL - - _---4 ---;1 je n +'- qtc nc lrse 'rf-grV14'F0M0-nt- CZs-Pe fiePd?.Aark

ATTACHMENT ASHEET 1AOF 1

ATTACBMENT AVERIFICATION WORKSHEET

FOR CALCULATIONS AND DRAWINGS

Task No..

Document No.

Revision

NIA/WC - /- G40

l

Title: CALCULAT/ON PO9 CAt3ETRAY SUPPOKRT #/- C TS P - 29.3 -158 (DIET

1.

2

OUFSTTONS TO 1 ADlDRESSED

Were the inputs correctly selected at the correct revision level4-ornorated into the des-qig?

Are the assumptions necessary to perform the design activity ,-'

adequately described and reasonable? Where necessary, are assumptions

identified for subsequent reverification after the detailed/design. . -In

Iact!sities are (comsnLarea!3a Are the appropriate tualitv requirements spec4fiedT

.b Ar- the ;;VprnnrAte gquality assirance requirements spe•fied?

4 Are the applicable codes, standards, and regulatory requirementsincluding issue and addenda properly identified, and are theirrequiPements for design met? /

5 Have applicable construction and. operating experience- been

6 wRave the design interface -eui-eents been satisfied?

7 --Wag an appropriate degi-n method ivsed?8 Ts the output reasonable compared to inputs?

9 Are the specified parts, equipment, and processes suitable for the

required application? Are all applicable construction specificationsr-efrenced on the drawing(s)?

10 Are the specified materials compatible with each other and with

the design environmental conditions to which the materials will be-e xcosed?

11 wnve adegutat ma 4-ntenanr featurres and -uirements been specified?

12 Are accessibility and other design provisions adequate for performingneeded maintenancne and repair?

13 Has adequate accessibility been provided to perform the inserviceinspection ex=ected to be required during the plantl4fe?

14 Has the design properly considered radiation exposure to the publicand slant 'seo nel? -

15 Is the acceptance criteria incorporated in the design documentsufficient to allow verification that design requirements have beensatigfactorily accomplihed?

16 Have adequate preoperational and subsequent periodic test requirementsbe-n- appropriately speeif'ed?

17 Are adequate handling, storage, cleaning and shipping requirementsspec if; ed?

2..... Ar adorrte denifietin rquiemets pecified?19 Are requisements for record preparation review, approval, retention,

e tn. . adeouintely snerified?

For Calculations, only questions 1, 2, 4, 6, 7, 8 and 15 are considered

applicable.

Independent Verifier U - G H-A DP/APrint/Sign L

D -/a-te

Date

I

Af V

DCN NO. -4. .1

___ ,~RANWPFOJCT lop.FOR HE USE ONLY RANCH/PO /

SEET / OF L.

STRUCTURAL ATTACHMENT LOAD TRANSMITTAL FORM

cares 1.5. ,, /./xSupport Mark No. /- CrsP-2q5 -/68 O -

('Q57 Ak15) Z_21lX/

Support Dwg. No. 4P9S 7LQ- 5 Rev. /II

Documents Attached g-1 e o- 7t BndDo 4 o d 6 Z V S P77'" /2

Load Case DW + OBE D I S- - -

Footprint loads reported below represent reactions from thee'governing pipe support

load case (Normal, upset or faulted).

Footprint loads reported below were generated by envyeoping worst case supports and

may be reduced through more exact analysis (Y/N) (,4U

Movements at attachment point are requested (Y/ -'N .

Civil/structural steel at the pipe support a g*t I t point has been assumed rigid.CSG verification is requested (Y/N) : 6

Support attachment point loads: (Attach. Pts. and *oord. as marked on attachedsketch)

Attachment |Attachment Fx Fy. Fz i b My MzPt I (Code) I lbs bslbs in-lbs in-lbs in-lbs

;|+12 3 2 ± ± +-

_ _ _ _ .,

2 ~SSE 3c54-90 gZ /4

Date: ,///e/'90 Ext. /Oc2

Date: / _- --_l9c

/2 4 ±-/4@

Attachment

Comments: -

Prepared By

Checked By:

//

Codes: Bldg4 Steel (BS), Concrete (C), Embedded Plate (EP),Steel Containment Vessel (SCV), Valve or Equipment (V or E),HVAC Support (EVAC), Cable Tray Support (CTS),/Pipewhip Restraint (PR), Other (0) - specify

'ScX L '~ A.::7- ,4~j'- A 724A ;A=2< ~~I~,--4aooAC r1CASEJ/

-'

0980d

a-