ML20236L909
| ML20236L909 | |
| Person / Time | |
|---|---|
| Site: | Comanche Peak  |
| Issue date: | 02/19/1987 |
| From: | Dalal N, Matta G STONE & WEBSTER, INC. |
| To: | |
| Shared Package | |
| ML20236L742 | List: |
| References | |
| FOIA-87-684 NUDOCS 8711110114 | |
| Download: ML20236L909 (66) | |
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7, CALCULATION TITLE PAGE
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CLIENT & PROJECT Texas Utilities Generating Co./ Comanche PAGEi0Fjsl f
Peak SES - Unit No. 1 Total No. of Pages. /r C A L CUL ATION TITLE (tanicesive of the Objective)6 l
PIPE SUPPORT CALCULATION Function h<rA/ Q - {U C L,E A Support Marx No. : cT -t -IM -701 -52 G R p
Pipe Stress Problem No.:.
1-c :2, 4.
No d e P t. J,3,of,,
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CCNT An! ME.tJT' Mt2 AN O - NO N - N u C L E A a
$AFETY REL ATED Buildinct c /.rr c u M O C A LC U L AT ION 10EN TI FIC ATION NO.d 5ER CURRENT OmON AL WOm J. O. O R w. O. N O.
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TABLE OF CONTENTS 1
l l
' PAGE NO.
1 TITLE PAGE l
2 TABLE OF CONTENT 3
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3 REVISION STATUS TABLE OBJECTIVE 4
S-1 ASSUMPTIONS 4'
MITHOD SOURCE OF DATA 4
4 CONCLUSIONS 6
ik. ~
DESIGN INPUT
~
FORMATION OF LCAD CONDITICNS 7
2...
8 SUPPCRT DRAWING 9
REFERENCES 10 RESULTS
SUMMARY
11 COMPUI'IR LOG R
12 - i f ANALYSIS
~1 STRUC"' URAL ATTACHMENT LOADING SCHEDULE N,- # 9 c e W ure.R Wu f.D ATA.............
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PAGE 4 l
15454
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OBJEC*IVI OF CALCULATION I
1 To substantiate the acceptance of design change (s) noted in change docu=ent...
Rev.
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k 10C - Fko + c 90 CALCULATION MI""40D This suppcrt will be designed in acecrdance with ASMI III, SUBSIC"'ICH N?
and is based en LINEAR ELASTIC THICRY. Loads on the support will be cbtained frc= the supper: su==ary and used to for= the appropriate lead cc=binatiens. Me=ber stress levels will be deter =.:.ned and cc= pared to the allewable stresses. If applicable, cc=penent part 1 cads will be deter =ined and cc= pared to the allowable leads. All welds associated n
with the support will be siced based en strength require =ents and g'd
=ini=u= weld sice require =ents based en thickness of parts joined.
If applicable, local stresses en the run pipe will be deter =ined and cc= pared to the allowable stresses. Pipe support structural attach =ent loads (reactions) will be deter =ined.
SCURCIS OF DATA Pipe Stress Calculation No.15454-NP(-)
-(J-f- o0 '2 Rev.1 Pipe suppcet detail Drawing No. GT tv -bl - $ M'R Rev. 1 _.
t bG
- G(,-3-2M. o (fb 6 i-y -i)lation. roc - grco y og Fcr ref erences see page 9 cf this calcu sad e.mmes som C.O. NCLUSICNS The design change (s) as noted in the change docu=ent have been evaluated i
and have been determined to be acceptable.
FIPE SUPPCET DET AIL. DWG WILL F.E REvlSE"D AS SWcVN CN P AGp. c.
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' DESIGN INPUT Stress Problem No. l-OW2 le t>. I
.Line Designa' tion:
10"- GX - l'6 J -3elit - 5 Run Pipe Material: 6A'M1 Y EO Pipe O.D.:
IO.r5 zN.
Wall Thickness:
O.% 6 IN.
Pipe Insulation:
nod b-IN..
Ib The following should be ce=pleted only for supports which involve an integral attachment or run pipe bearing line load.
- Operating Presstrre:
'2IO p s14.
I 3 '2 I psig.
Design Pressure:
Operating Temperature:
[N
- F 3N
- F Design Temperature:
Sc =
/
psi.
Sh =
[
psi.
G SECT.-
Pipe'suceert Mee er Desien Temperature 4.22.1 7
V 125'F (Support located outside of reacter contaL'u: lent) 300*F (Support located inside of reactor containment)
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6 !. 3 LOAD FORMATION:
SUPPORT HAAK NO. CT I-\\M ~461 -6DR
-s SUPPORT FUNCTION 75KN
.NORTE DIRECTION = blOMb j
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REFERDICES
. @' Division 1, J974. Edition vith Winter 1974 Addendum.ASM
~
s e
2.
ITT Crinnell Corporation - Catalog PH79.
3.
ITT Crinnell Corporation " Design Report Summaries (DRS) and Load I
Capacity Data Sheets (LCDS) " Rev. 12, dated May 5, 1984.
h CP-NPS Catalog-NPSI component Catalog for Comsache Peak Project.
'O h NPS Industries, Inc. " Component Support Certified Design Report in Summary" LCDS/CDRS.
@ Design Criteria for Pipe Stress and Pipe Supports CPPP-7, Rev.'2, dated 4/25L8cu, tac.L2Da.t1 M.t 2xo.1EC2 MfMQAdHB4 M PSD WDSM
\\
/*d4'.PcAJ6CT P4eCeDOR&f ' $ZMU$. DMdD.
'/> 412 'I
, h Pipe Stress / Support Requalification Procedure CPPP-6, Rev. 2 l
67 dated 4/18/86.
)
(
" Manual of Steel Construction," 7th Ed., AISC 1970.
8' 9.
" Manual of Steel Construction," 8th Ed., AISC 1980.
(For Tube Steel Properties Only) is 10.
Blodgett, 0.W.:
" Design of Welded Structures,"
The James F. Lincoln Arc Welding Foundation,'1976.
i
'ss
}
to
- 11. Roark, R.J. and Young W.C.:
" Formulas for Stress and Strain "
5th Ed., McGraw-Hill Book Company,,1975.
at h'(a) Gibbs & Bill Specification 2323-MS-46A, dated June 26, 1984.
i l
3' (b) Gibbs & Hill Specification 2323-MS-46B, dated April 15, 1983.
3' (A
h Pipe Stress Calculation No.15454-NP(g)-Cr O?? Tev.1 se h For computer programs used see ' Computer Log.'
l ss se CPSES Pipeline Designation list (Unit 1 and common) Rey (D Date N9 S5 37 16\\
Ceneric C41c.15454-NZ(C)-Genx-073 Rev. 0 (6-3-86) Evaluation of NPSI Rear
'i Bracket dimensions for Design Calculations filed in Job Book No. 14.5.1 se h Generic Calc. NO. 15454-NZ(T)-GENX-087. Rev.0, dated July 2,1986.
" Calculator Programs to determine weld sizes for use On the Tektronix Model 31 Progranr.able Calculator",
m ei s $$ st df% 42d MP k)vWEL h${CM6L cpIFfu gS$ y p y y ;, 9 ;,
n Lw. 5 on 6-o s-E n 19x 2 (1 - rcy)
NOTE:
Reference numbers circled are used in this calculation.
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OlVISION & GROUP CALCULATION NO.
PAGE l O'.
15454
-NZ(R)-
6T-t N - h - M c A o
RESULTS SinfMARY The results of this calculation as shown below are a comparison of the calculated loads, $ tresses, weld sizes, and interactions to the appropriate allowables. The maximum ratio shown is the worst case for all occurences in the calculation of each item listed below.
MAXIMUM RATIO 8 70
- 1. C:cponent part Actual Load to Allowable Load d.fh
'N I k
- 3. Run pipe Actual Stress / Load to Allowable Stress / Load; due to Bear:.ng Line Load Ohf
- 4. Run pipe Actual Stress / Load to A11cwable Stress / Load; due 4
to Integral Attach =ent 8Nf
,ad^
Used 40
- 6. Non-integral Me$.ber Actual Stress to Allowabis Stress:
fLA fG (lftM v 7 )
y' c C N O %c tuts,S fp $crug %u coxSJ
- 9I Normal Stress: Member Load -Cond.
est Shear Stress : Hecber,yevuumu Load Cond.
n a2f
- 7. Non-integral Member Required Weld Size to Actual Wald Size Used; f/6 Member %'//N N A/ Joint 70 ///< (ifE71a '))
6O
- 8. Base Plate Actual Stress to Allowable Stress
/>f36
- 9. Anchor Bolt Interaction
- 10. Richmond Inserts N
Insert Interaction N 4' Bolt Interaction 4
I f
1 NOS: Under Maximum Ratio, write "N/A" where not applicable.
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38 80RCf h wfLD PER UNIT L1NGiu 4: F:
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r.. ........ 3 c.... ..... 3 '8 " Y,jaNk A '2 a s/C s l I ff. . p .2 I. 3..H..o.f.3 c.2..M...o. ... p (. F 7 Nl 1 // J 10p j 7 .s F = . r w as.:xN. t .s e ..____.__m_
g.j.e,[ g 't t ' f =: ,lE o ,~ c <,.;,. n... ,s CALC'JLATION SHEET 1 f\\- FSo (li 25 8 6)-PG. z e,p + C ALCUL AT10N IDENTIFICATION NUWtlER f, '.i. 0. O R w.0. N o. DIVISION C. GROUP J CALCUL ATION No. OPTIONAL TASK CODE PAGE I, ~ i c& uz& . wlIG.7p%rl .>f> suu av. CASE l'
- M /O 2/3 - (,C O NT'D )
O c ....s. O f 3 4
- ATTACM, 7
F.: fist ptsu et 0 ,1,0 90: 3 .d.2-3 trumatema attacasd with 0.1 1 03 95' l m ,.netista u==14a. *** o.2 1,. s,o, I,9,,0 6 ~... . s.n. w o.6 3.18 ii g - 0.3 1.23 124' s e.6 1.27 f3) - j ng 0.67 1.31 ggg l 9 _q /* ] 'l d ' o, n2 ~ P1 Pee,*de.*f, lata I4
- 0, 5 f. **
is e.ed ter calculattag W,g ia lies of matag Table 2.6.1. e4 eg h U l] 1 g FORCE ON WELD PER UNIT L(NCTH ,3 9 4.. /Q-O O LBS./IN. g3 F = f {"} CASE 1 d /De > 2/3 / .m,>- n a t 1 ..sg i-i. .ttu t.,,io,,,.,,,,,, m%., attles =14 al ar=.4, Do= diameter of rtta pipe or pad, _ o / Yi */ d /' 1 +,;,, 'wELc peoprnT1ts : (TarATED A$ LINE) g i .s1 f .dd. IN. m '83 c1 VN x u w o =" - = " "a - "a-L 3 l . e : cosa(24/.3do) ,t< I IN. s = ATde 2d,g J A ,s (U - 20 + Sin 29) 3 4.....................'........................... 1N. ' 23 g,.. s a 2, 30 3 3 l 2 3. d..o....(.n... 2.e. s.i.n. 2 9.).............................. 1s. 3, 8 4 ) 32 l 'd- ~ J/C=dj[Q-Oh 2 / E(C%.S 'f 3' = g N, C i:: 3 2. u ] a-l 34 eCROE ON w(LO PER UNIT L(NCTH p 38 2 -fir,i. ir/ in.i 2 2 > ~ F = i.n ir,i e, in,i *3 c in,i ~
- TTi-l r*
1, 2, 40 .i.ng/n.......................>: i..............., i M, .81.,.h. F
- \\.
1 e$ 46 l
~ - 'l' \\ '., S ' r J.t l j p_,..1 ms @0E k~124 f;.., f,,. ' n l _I. . ?[I ! .+ s .i H
- 4. '.,
l f z j. C%a ! CALC UL ATIONE S HE ET-1' Q ' ' 2 n,o u P so ( ff25% Y-PG 4 4 F ' '.A l E C ALCUL ATION 10ENTIFICATION NUMBER - .PAGE ' g .. i~ a*i ' - J. O. O R W.O. NO. - - DIVISION E, GROUP CALCUL ATION NO. OPTIONAL TASK CODE -) f k 15454" N2tf (T e j,'l') },,)o f, [d bI* ALLOwASLE'.$Mt AR STRESS r $$ = 0.6 5H ap P11. FOR ASME 111,CL.2 4 3 FIPING. _p g,; 1 OSg
- C.8 SM LPSI. FOR 531.1. GM.!CL.5' p! PING.
1 2[' 'm-i t 3 ' p3T i f yjggy,ygif .] 3 - O 's ' = 1.f_,5ylCo.(t/2)'. 0 s s ~ g (21 kai nas) l L* af1ACN.. 42 - Sy - Yield stress of base metal at design temperature l h -Sh. Allowable stress at e*saw, temperature for weaker of metals N.*' l g ,jetaed. 1 I i? REFERENCE FILLET.wtLD : l" \\ waREr.). u........... .. &.. '.?o' F e .gpg:N. u, 9~ q 5) 0.707 Xg g .j -(0.707 X: REQUIRED wtLD $12E r 4 - ji 'si FOR Cast 1.' 'l FILLIT. WELD 4 ,3 r pf!N. is 'We'e w(REF.)'X K WMERE X
- .g.
-9 x . i.o ' ,oAeastz.4 j 1 - IN. ' )f WR og N j w MIN s' .IN. f. WP (WELD PRCVIDED) CPARTIAL ENETRATION wtLD 1, t. ] ig 88 47 q ' W4p 1 JM Ss = 04 Sv : Psi 2. (21 lai. mas) y 2:
- d. q t / q s *Il '
- l
.ss ,7 lss Ty ' 1 ~ h l te .0.70T X w(REF.) . ER - ~ 'IN. l =- .1 ' 38 >p ER
- IN.
to E MIN. IN,' .E ACTUAL. 3. g/qg *.- !N. tr
- LD sKTWtIH - THICX RE!NFCRCING D40 ANC THE RUN 919t 20
.q. 3, . REQUIRED FILLIT wtLD t l 30 wa(pac). IN. C s!! CALC cN'escg; I l C CONSERVAT VELY TAKEN 5AME AS A50VE WR, SINCE:THE j 31 32 wtLD DeCP ERT115 CF,,,,,,' I RfC*A W LAR pac l I t ARE uuCM MfGMta Twth.tLa pacptaT !$ OF ~
- 33 O!AMETra TeUNN!CN.
1 MULTIPLY wetpAC) w Tw aa? Sg(NF) /56(NC/NO) 3 8CR 'C = 3* Casts. l D-' g t 33 IN. ( wa(Pac)(wtLD *Rev!:tD) tN. 'wa(Pao) = 3,
- N.
l
- N. >,weieie) 3, t eso - i/is.
l 7..................,.............................y 3. l 6...............g....C.1sNotACCEPTAaLt Twt weLo
- s l
........................e 3, .e. d' i jfM i .l ' h,1, f ' at .y i .,.e e3 I 4. l t ,g i t' [*6 I S,G =L _a__
.O STONE & WEBSTER ENGINEERING CORPORATION .,1 CALCULATION SHEET 4-A 5010 65 CALCULATION IDENTIFICATION NUMBER - FN J. O. O R W. O. N O. DIVISION & GROUP CALCUL ATION NO. OPTIONAL ASK CODE PAGE M 15454~ NZ (ti) ' 6+1N-7'ldidI i i. (
- AEr, SW-2 WELDED CONNECTION - RECTANGULAR OR. -
l' SW-2 l I? PARALLEL [(, (4 sides ' all around) WELD.C0 tit 1ECT1011 RECTRNG/PRRRLLEL s . SIZE A = $ $ 1n.B= 3 in. (4 SIDES) allowabic.Jeld stress S = 3f M '## psi REU.0 11/25/85 3 /ZAC BOWET ToPfkTEF(;&f W = (HI2 Al UNITS LBrINCH member joint s t MEMBER FORCES & M0MENTS RLW.UELD STRESS (maximum absolute values, joint similar 1aa19 pu n 1% if RECTANG.S15k R.iB 1. axial F2= /4617(03[//v-/gt @ < /4 2 3 3 $ .,e '2 2. shear F3= o MEhce?" FORC:<' is 3. shear Fl= /44 2 7 54 M,ggnj" 3 3 7a cf> FWIRL F2 i. 4. torsion M2= o 5. moment-14233. M3= 3 7'/ 2_ x 3y6 : //fq/ w,M SHERE Y F3 is 6. moment Ml= o i6 . l.. i, j SHERR 2 F1 3372. is MOMENTS: TORcIGH M2 20 iff si 6 I 6 MOMENT Y M3 11591. f), __F2 - 3H1 3M3 - (10 MENT Z h! + 2(A+B) 2 2 A +3AB B +3AB D' 4 f2 = 'F1/2(A+B) + 3M2A/(A+B)3 FORCE r'. f3 = F3/2(A+B) + 3M2B/(A+B)3 ,y 2f 1 + f22 + f32' 2, f = 30 e. / 6 WEL D REQUIREMENT (Min. fl6 ") W=f/ 707S UECTOP CUh f,Q5.C j 3 ,, W'2' Jun =- Q " 7 Ju.s. : qf " -.x -3 REQ. FILLET UELD 55 r3Jy .146 35 / MS .37 L 39 M1 "O L h A '.,/a. ' . "#.3 y d4 X MZ ~F2
- B
~
- f
= c.. .,1 STONE 2.T!EBSTER ENGINEERING CORPOR ATION CALCULATION SHEET m CALCUL ATION IDENTIFICATION NUMBER / )g. J. O. O R W,0. N O. OlVISION & GROUP - CALCUL ATlON NO. OPTIONAL TASK CODE PAGE 7 15454 NZ(ff) GT'l'I'll~/ol-5WA 90 i n \\ SW-2 WELDED CONNECTION - RECTANGULAR OR - 6W-2 3 17 PARALLEL WELD. CONNECTION (6 (4 sides - all around) RECTANG/ PARALLEL SIZE A = TVin.B= 3 _in. (.4 SIDES) REV.0 11/25/85 allowable weld stress S = M N r "' psi ( W $/lu tG r TD fh1Pft M 5 '#SW' ::::l1911RI UHIT?:LBsIHCH s mem5er joint MEMBER FORCES & MOMENTS ALU. WELD STRESS
- 19912, (maximum absolute values, joint similar.
RECTANG. SIZE A;B j P/2eH 96 t}F2=/4/2 / (* 7/z 7)== H&4 9 tg ]3 ,m 1. axia) 2. shear F3= o f1 EMBER FORCES: is 3. shear Fl= / 44 2 7(# 21",t ##7/I')y,:- f/0 M R.'4IAL F2 i. 4. torsion M2= 0
- 11449, is
- 5.. moment M3= f l e 3 x Fft, 5 f / 2 9 c _,y,g SHEAR Y F3 6.
moment M1= 0 0. Il SHEAR Z F1 's 9103. MOMENTS: J ,ie . M,,ho TORSIGN Mo w,, 0. MOMENT Y M3 31292. F2 3M1 3M3 110 MENT 2 M! 1 23 fl = + + 2(A+B) 2 2 0' k A +3 AB B +3AB es f2 = F1/2(A+B) + 3M2A/(A+B)3 FORCES 1,2,3 3370,19 { f3 = F3/2( A+B) + 3M2B/(A+B)3 728.21 f f 1 + f22, f32, 2 f = g, 30 / 5l VECTOR SUM 0 WELD REQUIREMENT (Min. k6 ") W=f/.707S 3 3447.97 l Ss Ufbp hi pWgo. s#p " 3. REQ FILLET WELD 3$ Fd Y .244 e ns s 37 38 31 N1 d' _L h A l$$. Fi / / i .., g 43 p 44 N UI -
- 5 f2
~.B es _,~ l
, -., j, ' STONE B. WEBSTER ENGINEERING CORPOR ATION CALCULATION SHEET a im a { CALCUL ATlON IDENTIFICAT10N NUMBER J. O. O R W.O. N O DIVISION D GROUP CALCUL ATION NO. OPTIONAL TASK CODE PAGE ' 9'
- ,5454
-NZ(k) Of'l ll') /Jol-5 d 2'B .i j A E /.' ' SW-3 CIRCULAR WELD FOR STRUCTURAL MEMBERS' 3 I7 Pipe outside Dia.
- 0. D. + dl 2C "
'~ ' allowable weld stress S =/4x2//n/w' 4 o g h kE MdM 1) oint,14'Vdded a 1992 su-3 s member MEMBER FORCES & F0MENTS rg/ CIRCULAR UELD FOR STRUCT.MSR'S (maximum absolute values, Joint similar). s WM M 2 6 REV.0.11/25/85 s 1. axial F2 = /4 23.3 L6 2. shear F3 = 0 io UHITS:LB3IHCH 3. shear F1= 3372, LS ALW.UELD STRESS 4. torsion M2 = o
- 1g292,
- 5.. moment M3 = //f9 / /N. 6 FIFE O.D.
o 6. moment M1 = 0 6.625 i. MEMEER FORCES S is RXIRL F2 14233. SHERR-Y F3 1 ie O. t, SHEAR Z F1 h::; 2e 9 2 2 3372 - f = F2/ TTD + 4 M3' + M1 /n D MOMENTS: us to t f = 2M2/ TTD2+ F32 + F12 TORSIGH M2 8' /Tr0 0. s 22 ff 2+ 2 MOMENT Y M3 I. f, = r. t s 11551. ,3 MOMENT Z M1 ( 0. [ WELD REQUIREMENT (Min..rj/f ) W=f/.7075 FORCES FT,FS 2' 3 Mft.z Wn * '/i' vg a ptf .. sz 3, 162.01 i ~*' FJJ VECTOR SUM 1032.88 33 t>' M3 3,, 33 RE?. FILLET WELD 3, .069 57 n)M1 Sa E= D .o 42 43 x F2 j 4. 4S I i 44
3... g 1 STONE & WEBSTER ENCINEEKING CORPORATION .) p' "i' CALCULATION SHEET I g . F2Y0/088G)/o g \\ e a wo u '( g C ALCUL ATION IDENTIFICATION NUMBER l J. 0. O R W.O. N O. ' DIVISION & GROUP CALCUL ATION.NO. OPTIONAL TASK CODE PAGE 'l 15454 NZ(N) -M'$0 l 4 d f s REF. j i BASE PLATE AND ANCHOR BOLTS ANALYSIS i l~ 3 (Using Computer Program 'BAP', ST-383U,-V01 LOO' s plate 313,: ' ]6ff "xf f[""x l " (Haterial: O -%-515GR65, g SA-36) I .a Anchor Bolts: C( Hilti-Kvik (Friction Type) K=.25E6 lbs/in 0( ) " Nelson Studs K=2.5E6 lbs/in v OC ) "Hilti Maxi Bolts (Bearing Type) X= lbs/in Q 4 / " ft/fEk,,tilL-f > h i l K:.116 Gy/ Attachment Size: f .ai lat ' } "g > t0 d ~
- BAP '
~ r-ra a. m CO.WUTER 871 ~ p M 5, M-A 4 PROGRAM a.> f d h ,3 h 16 a' .17 4 i is 7 (.j.f A TTA CHrEr/ T* - x 2// ' e' b b bb/ E T u 2/.$
- s b'"'A n n) y
- s
' ss 27 4)[' N 'l %[ $ C p GT A3 p g 80 i __ f G 3 bI26" 2 l f X D.iv, 32 ^ 3S $J16 I h% P[ 2 3 37 38 C -~ NJ) ) N.(E) 3' L~, (y 4i h@g. Notte.
- 1) Input loads are in local coordinates.
r 2)Meis t critical loading conditions are considered. (0 OR P /A/ 91E'S OF ATI~/iU/Myjf Q c ( );, y {t& / 45 '4s __lm_-___m_i__.1_______
P
- 7.. a
.,:l. r STONE P. WE85Td R' ENGINE E RING CORPOR ATI,0N.- ,,q ,c, L. i, -CALCULATION ~ SHEET A - a mo u .. /Y. F CALCUL ATION IDENTIFICATION NUMBER 1 J.O. O R W.O. N O.- DIVISION D GROUP C ALCUL A TION 'NO.- OPTIONAL TASK CODE 'PAGE' ~ IlM*lf N2 (Yi ): CGf'13'l-201-(d. 8 3 a' f' AN(ifdL $0L.y $1EE k(fv/tt if(cfl ) X l2,/'LoN(:r! ~ ' I ATT4 4 - } [y 'f MIA/. eM8ep M6^1T fp>0/4 6?/f" Fre!AL EM6@MeuT = Vf l = % = l7y)' e ) Sh5Ep 6M [3 " EM S, 4 @ p GAlcRET I ( i* yp s' GyJg:n ) ?sSThnc G .b 'o a I t 's: Mlbl. Gil57*th(g fou[ tioL6 6966 96TPNLE-c 2, 7 fMWREc'D i . or, Mi^l 6st-f SfActslQ KE&ut2ED = lO f> 56 pj f l' MirJ GNriMr 60cT st' ctas, to mio sjz A
==- 'a p '( fa j Web,f lJC1h W O C WATIO'Y wy hs Ti!E Ssevf is P!:ECTL)' m/ c t'E: Q l- ~ 23 f . CdWSt.DCK Ep tb gs L => n Iht' 29 30 Si y
- b t l
33 [ ' 3.. I-' 3S /.. 36 3r 38 i n [khh. l; ,: 43 j; 4 j [ 1x_.1 o
L ...i! cg 1. ' "e $,....;* , STONE E. WEBSTER ENGINEERING CORPOR ATION 7 l h ( 5..' ' CALCUL ATION SHEET' a 'lA 5010 65 . C ALCUL ATION IDENTIFICATION N!JMBER j ,PAGE k ) [N" . J.o. O R W.O. N O. ' DIVISION 0 GROUP. CALCUL ATION NO. OPTIONAL TASK CODE ' h "19494 yg c g) ci. ). t31-1 ol. 62.9 R. Z O' l 3 1 .l m .i a l "'u.. i. i. L' S EF. ~ a g;p ATTACK. EvAt u ATrotJ oF E ESV t j
- s
.g 5 ( Fod sesv 4 lls 5 F0E su ff r. I 'H-l-oc>q. ool-62.2.R. f g;, g - z . +. .__J 1! io 4 f.- ~,, - @1, - .-__ 8 /8"' or9/4"$HK&. - 9 is 3 E ("4" H K&. Q\\Q,4 pac.ld C. g g [ p,. 8 A " '5 t 0 L .E, 6 M" s -GuffT # CT l-l?1-101 6EGC 2 '7 (7419 Gurrr.) is 6 X 14 TIM G GFt.c.idG .$ kg;" 0% .to FO R ' E E 6 \\/ N 0 3 /1- 't 22 co x " ' .24. J: {"a 4K& N ts , f,r I'* T-'i 'f l/c 4 X 9'/[ HK&. I (Uul.+T<ur - IAl674UU$UT currT.) l'J se . M lW. 4 PAC llJG R.5G'9.. 7 Y '[ l l _yL S g,, _j f c> A r, 7. s " l CkilN)CXt97pJG fi.P4dlMS
- 9 /f" 7
' Gu PPT.1 cr.1 15,1-101-42.9 R (THI9 6dPPT.) .'.u+crn w xer u T m eiac cessv 6 A 36 6> R c N c 710 tJ FACTmt. ( ACTU AL WAC.lMG)* (R %'P. 6 Fact %)1- ,&, f (5. G15]2 ,, (,s l 5 (c (1 9); ffa)
- 1. Tw. e.FGrt) =
GiuGs74i) = es/A 'M 4= 45 5
- . 4532 lbs. (so usucnod) 3 45 46 2_________.
7 t sp - .,;.c,1.'*0T,i. 3 ~ - STONE & WEBSTER ENGl.4EERING CORPORATION n ./ 4 c... CALCUL~ATION SHEET f' um.e FH(e/0884) ps9 ~ .d '"? ~ CALCULATION IDENTIFICATION NUWBER. s .. t J. 0,' O R W. 0. N 0. Dividl0N C, GROUP CALCUL AY)ON NO.. OPTIONAL TASK CODE PAGE '7 p ~ w 15454-WZ h'h ~ A Jl'llb 2#b $d N i arr.. .g i 3 CECK ANCHOR BOLTS: 'BAP-Computer.Out'ut(RunRJ0f( jJob#:u Datei P/p/ p a 'BAP' From.'BAP1 Output: i y ' COMPUTER PROGRAM $ max = 9 3bQ Lb s. (MSul YS PAGM a RPfu eu 1 DEDA!c) r lFROM '8AP 2'007P127 : rmax
- syjnas.('es4c7/oM ases, max @ J7. i
) Lci lSmax?B' qTALL ^ ) 'Tmax f3 x j,o qSm.t ~ i is ] ?3dy k: + ( 3.r3y iS4 = s' m + s. s oy = av 1.0 ss y Wst /: ( fJfy / (/f,cc/V). JA8 7-) CECK PI. ATE ' EDGING STRESSIS: p.. + :. U< m 2. S Y = ji yv ' P SI @ l g *F Fe2 ' Sk - } [ M4 TL.. l 23 Mar nam PrinciFal Stresses :((tTD psi 10.75Sy 7hr0 PS/ (Sig.1 or S432 at elem.g ) ] 3.. na 4 Mari== Equi,ralent Stresses spj-1 psi 10.75Sy - dp g F.5[ 'f '(Sise-ateles.g) 29 -30 s: Base _ Plate // ff "x/4),"x [ " ~ 0.I. 3: Anchor Bolts ( c.) ["f eg _0.K. j 3, 34 } i 33 i 36 37 30 39 1 40 4 ,41 43' 7 +.,. 8 '43 m'. 45 ~ j z l +0
l STONE & WEDSTER ENGINEERING CORPORATION CALCULATION SHEET A 5010 65 ALCUL ATION 10ENTIFICATION NUMBER - J. O. O R W.O. N O. OlVISION O GROUP CALCUL ATION NO. OPTIONAL TASK CODE PAGE I 1fy9y NMH) C1 I d')-7 1. N1R TS l f ~ friFrrK66 C M.,(. U (J6l0 rJ I a REF. 3 4 L-fi Y Y K (OI 4($U Qr d l C q i8 _fcAL (RA ct'E'T : l . fe% 04 Q r.: (0. 51 x t o t Fj'ut l i.1,l d 9&f4L 45 = 10,1 t vio i f fMePtinE : p
- i. t w c.
Thator) : 6:p(it.rtr)rinr u / I 3 is -s.V' I If. g Q l is 6-p irl-s. ,2.g .Q" e i m. ze b ( I [. f )/ /O 4 [ fg s M /S.12 5 )' 23 [C1/1 Tint) h.?9LI'( 1 es 26 6-M /[ f 7 f - ~ { g] 21 (3 -(, 3 / S./ LJ' (if 28 2 7 o v to ' ") LE/'fD ric \\ \\ Qgx = 30 f 0 ?{4 7"l(??) hh6 L/ ? b '" b _ lO T b 2 5 ~ S g' }(I ~ 3 ~ i 9. Sz,1 ( oy. 5t 33
- 2 70 v10 i'J Ll,l(/D R&, 5 l (1, r,i j 36 37 38
- f N f).
V 4t 42 43 44 4$
v. )* STONE E WEBSTER ENGINEERING CORPORATION CALCUL ATION SHEET i l i soio ns 'rfAg C ALCUL ATION IDENTIFICATION NUMBER l h J.O. O R W.O. NO. DIVISION O GROUP C ALCUL ATiON NO. OPTIONAL TASK CODE PAGE i 7V9 4 N 1(H ) C4J if 7 7.idwR of i REF. R%hhotJ fLV&* (1151 A 1) # Cett BC} c c ET kSS?/s.-Y d / d /Ifi 4,15 i 5 ( ) ( ) ,? O O O O q o. is I l L,, l 3J%.,$;_-. ' ' ytL-P
- l..l '
~l Io i.. [ } hr f se Ma'pEL ry)R Atu L'/5 g '8 ./cruAL cc#Fh/kr10/J IS I [Gh l hO lC6T (f th T&LL 69 A6 A 5 fllE V)lDi Eu vater A 4 : A 20 (CullV/,LEf3T T R>k. ('AfL Si}(GT ^* T l l ^ er r IWr l rt, L, __y_._ 3 b 1. l 0. W K w GQ = /> t-r I t.r i. 1 24 l = /6 4 o e-- l 4 ", u e. 3 (11.1 i w0 Tr = g o.'j2 v ro ~~ 4 ~ 1 ' 7. H V 6 n r"cb I re p,. {, 7 7, %) 29 30 50 f'g wf tL TihtI' DES A 4 51 2' t 32 Q O. h /JU 34
- } 7[
Ir-E21 37
- 4,1 h
] 9 .~~ L i 9 6, r \\
- lU1,
\\ h 3l2-y 9, f, f.6 2 i/2., l a 's 43 l l [5C8FI Plbl 3, C 5 O. 3 O ) WC'V Pili ", 9 = O'Olb
-d ,.c V STONE & ' WEBSTER ENGINEE RING'CORPOR ATION ' 7 CALCULATION SHEET "'r
- a. ;,
A 5010 65 , C ALCUL ATION IDENTIFIC ATION NUMBER j y != ' ~ J 0, O R W.O. NO. = DIVISION 0 GROUP CALCUL ATION NO. OPTIONAL TASK CODE PAGE 'l jqytp LtJ2 (H ) Of A IJ7-7op s gf
- rfj
'-j a '~ t REF. .Qggjg,3fg 4g4$ 3 1 I ETp -c 3 6 gE # W if gz ( m 3 a. p. 7p.' 5 M,11100 (40. 9 ) t 5 Q30 6 2 5) ' ( o,5 24 130626'/'+0.of2'(Orh ~ /;/d'tf 110 L 6/us. \\ 6 = e 1.i i l f ll hh , 13 6 Nn $Yt Ni i Y gf . Ay( Xy: f ' d-y h 'lly; Y)/5h3 ^ c,=-g"ll cn nur irm 4)
- j' y
N.jh ' i, d
- 7. f o o e i 3 Awn P6 9 ^
.b$ f = j, 3- ,1 = g, go g;, y, . 2 it N 4 f, y gf y 7 p g,,,, g j g , ~., . 22 7 -23 dyz"-=
- 0. 5/ ^x to 0 ' L B///j (F92.,Qff_f(/Udi~}]
i+ E gf,3 cra w as,ca) 27 { r#& ['?lt'O I
- =
-t 7 0 7 g t o i u"lq &6ir 30 {0, A Y IO l. It) 33 34 is. ,3b 36 37 18 39 - 42 .43 '44 . 4$ 'l N
e* STONE E WEBSTER ENGINEERING CORPOR ATION f CALCULATION SHEET 4 seio 63 t- ) C ALCUL ATION 10ENTIFIC ATION NUMBER J. O. O R W. O. N O. DIVISION E. GROUP CALCUL ATION NO. OPTIONAL TASK CODE PAGE ') l l n4 ^!2 G1) n'a?)20I-Svri 9 43 l 4 REF. g gg gg fg.ggp .i 3 FD2CE Gi tMM) M f'L.M ^1U T~ Thq LAcev v k* ? N/fffd N /M LOCkl
- M LOCAL N6Td7 toocp (oo e.Tp ( m')
M c c o,J-(<a) 8 @(YI f f X /0 iM l, o'/F x;o [,07yxth E to l4I'(,. Wttf D1?blSIi lo /M
- 0 ]lt ]
Th.1lK - V ' '+ l / 0 ' A 0 Y; ? Q 7f:.7
== 1. I d v u o*5
- c. ? 97A (od VMiv)
== i3 d e, lc.11<'O lCCCi)t,7]2] h'22."lXKS E..h b a l b o.6 Wf i v f.l$f'y iOT Y, l I LL rd
- $ G. ft
= = - (6 ${'b('fil'18 Ksr = Y. \\ lo o' I M y 0.1f ;] d2kW I 5* h 5 0O 1 I.'orw6 m 'e = gj Q = 1. s 3 r * < D '
== ..?] is ?fl> i I$ / C1/ s uN '< C ~; r ~ [gg y c 2}c go \\ @ to.200Y z t b yg 75 5 ? =- 79 2-
- 1. c o ? g io**
c 22 (;$ys'270tro /cro y C,3* 7El vif Qf s Ifllky y' Ti3<*v~,01~7!I /. %'n m ) [q/1 / L3 x go r e .=.
- s
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j g y,i.J' <,l; -; E ?' V' STONE an WEBSTER ENGINEERING COATORAT10N l} M. . CALCULATION SHEET ' 8 ' ;' Ni ', CALCULATION IDENTIFICATION NUMBER - JO. OR WO. NO. DIVISICN & GROUP CALCULATION NO.- PAGE $ 15454 -NZ(f})- c 7.,g. ~g p g q q - y i a .+ STRUC" URAL ACACEMENT LOADING SCHEDULZ STRESS PROBLD4 NO. G T # 3 '2.- ' NODE Pr. IOO5 SUPPORT NO, dT-W 13Y -h 1 - 6'Z 61 BRH DWG. REV. M YL 4 f/d #./'ff 7'/ BRHL- /'T -- l - 4 B - CDS REV. l . /A CAT. Q UM @ ' V BUILDING 6 /tFF G1) F W b
- ,i North Direction d>l.D 3 %
tl6TL_ i 30WORf' AfI A4N LD To f0' A' P 5 ~E C ov d 'AfIA4d,TFr_.C00f_i MAX!MLH ABSOLU"I VALUES .o LCAD , JOINT NO., SUFFORT REAC*ICNS - ORIENTATION COND. o Fx Fy Fz Mx_ My M: ~ ( 1bs ) ' (1bs) (1bs) (ft-lbs) Ift-lbs) (ft-lbs) a j- ~ i is- ?& t h j tr y s si 2?10 1 66nt O o.s. e-l 5 I l 'j i j i I i i I ( ,l .I i I 1 ...a-l l l l i i j l l
- LCADING CONDIT!CNS
? I 1.' NORMAL (DL + THER ) 2. UPSC (DL + THIR 2 SRSS(CBC,0CCU)) 3. UPSC (DL + THER 2 SRSS(CBET,0CCU)+SL) 4. EMERGENCY (DL + THIR t CCCE) 5. FAULTED (DL + THER 2 SRSS(SSC,0CCF))[WDC67GI5E) t 6. HYDRCTEST-7. SPRING SC (COLD) ,s7c7
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l.. .n act 6wy - sc(0-un in-701-nrL fk16I .;"/7RI3 51 AKl~ JOB ~ ~13,81825 A.K WONG ' e'HS'GL'EV EL =T,M SGCTA5 5= 5, T YPRDtTi CL P Y . JOB 2R / C J00P ARM R E G IOff= 80K, T IM E= 1, UR I V E S= 0,RE S T AR T = Y, X= 22 5 FORM S= 6001 3
- 0UTPUT.XX DES T= ( TR, SW ),C = ( S ', F ), F= (X 336,6001) i
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- F1 C~h E ~~~C UP 1 E S =1-~ ~ ~" ~ - -
~ ~~ ~ - ~ ~ /0 FICHE CCP I E S TU =' S. ELK ELI SH/ PI P E SUPP OR T EN GIN E ER ING T R/13 (J 154 5418 /* FI C HE. T IT L E1=' SPR T.NU. C T-t- 13 7-701-52 5R, P ROB #1 -032,NP.1805' /WFTC'He i 11 L b2~=' C PS ESTI /TUGCO',P ITR'IFETME;-2T1 V00 E017FICTiEW TT70P A ' // EXEC P I TR I F E,PRIN T =' ( S,, XX ) ', T IM E=1 // SYS IN 00 * ' t ~~~ TEX Ar~JTI L~IT MEN E K4 T ING~ COMP ANY -~~~ ~~ 'PS E Sil 15454 05 C 77 90P A A. K n0NG 8 I S4 5 4-N Z ( H )-C T-1-13 7-701-52 5R, PITRIFE ME-211.' ' FROU;~#1~-034 IP;I 8 0 5T-i 18600. 18580.0 2 2 2 10.75 0.365-
- 6. 62 5 O.432 325.0
. @L 848. -671. O. 2834. O. 12J80. O.
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' ~ " - ~ ' ~ ST-383 V01 LOO ~ ~ ~ ~ ' ~ ~ ~ ' - ~ ~ ~ ^ ~ ~ ' ~~~~~~l //* STORE CT 113 / 791525Ral:100 3 ; AN Y; AN Y //o -s ..-.. * * * * * * * * * * * * * * * * * * * * * * =.. * * * * *, * *. *... * * * * * *. ' *.. ' *. *. .. -. ~ /*HJUTE PR INT TR -//c /* FICHE ORIGS=3~' - ~ ~ ~ ~ ~' -~ /
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ChlGTU=1 ' R E C Ch D P E TE N T I CN C EN TE R,4') 1/ 5 ' ./oFICHE-u R I GT J=2 'S. ELKEL ISH/P I PE S UP PORT E NGI NEERI NG. TR/13( J15 454 ) ' ~~ ~ ~ ~
- /
- F I C HE CCPIES=1
/+ FICHE CCP I E S TO = ' S. ELKELISH/ PIPE SUP PORT E AGI NEE RI NG, TR/13 ( J15454 )' /* FI C HE T IT LE1=' SPR T.NO. CT-1-1 J 7-701-5 2 5R ' , PROB IJ 1-032 NP.180S8 ~ /* FICHE T I T L E 2 =' C PS E S# 1/ T Uv t.0, S T-3 8.$ V01 L9 0, FI CHE No. 7 7 9d 8c ' // EXEC B AP, PRINT =' ( S,, X X) 8 T ITL E 15 4 54-NZ ( H) -CT-1-l'3 T-70'l-52 5R ' ANAL YS T A. KWONG ' TH ICKNE SS 1.0 K ANCH 500J00 G A PA '- 0. 5 E -6
- FO R A LL A NC HORS *
~EX 27.dE6 BOX 1 1 N1 2. 3 -N2 2 2 N3 32 DUTATE AT TACH 1 -21. 73 D EG C G AT 11.5 6.25 J jlV 1'1,2.v' led.0 1,3.0 1,1,125 1, 2. 0 i t# IV-1 1.2.25 ' 1,2.375 1i3.25 1,4.375 1,2.3125 ~ ~ ~ ~ L A NL H 1 Al 1 1 A2 1 4 A3 4 1 A4 44 i PM OVE 1,1 0.0,-0.25 PMGVE 1,4 0.0.0.3125 PMOVE 4,4 -0.25,0.0 PMOVE 3,4 -0.25,0.0 PMCVE 4,3 0.5,-0.675 ' -~ ~~ ~ ~ ~ ^ - ~ ~ ~ ~ ~~ ~-~~ ~~~~~ ~ PMOVE+4.2 0.5 -0.675 ALLOW 5364. 4532. 1.67 TLLAD 1 J ALOA0 1 1 11449. 11584. 29068. 0.0 8456. -3370. RUN SHEAR YE S Rd N ' AN5 Y 5 ~ YE S-END /* ) . w.e -gse.-- e.. .m. --.eo... s,s. .-ee .+ -.... 'k ' ... -.i W b
1 '*h * ,I 4 m +, w .. ~ w 9 _. 1( L ATTACSCENT14 % pag ,,i i i 1 I "r-1 ~Page 1 of 6 CALC. 'NO.15454 - NZP. Cr-t ppr_y _ q
- ).
! %J
- DETAILID PIPE SUPPORT @lYS'.S CHICKI.IST
'( Qf.4jj Ag y d 3,,y ' 'i l LA= Acceptable l AR = Acceptable as' Revised -- +
- g..
A RR = Rework Required N/A = Not Applicable. i t s Item Status Remarks A' AR RR N/A Function' Check s 1. ISupportperNrmsits M i i intended. function T m 2.: . Correct' relationship between pla'at. north. and global direction as indicated on' stress isemetrics Frsces: A ~AR RR N/A m, 1. Member si:es and materials' ,;g'y. agree with drawing (material substitutions: noted). 'l 2. k' eld sizes, types, and !j lengths agree with- [l s draving. 3 3. As-built frace< geometry is equal to.or within the envelope of the f designed frame geometry j! + 4. Additional attachment i loads such'as conduits, etc. have been con-sidered. 1 ~. Support stiffness is i provided for Class i j l support v f 6. Frictf.on Forces /vith proper direction / considered l { r i l 0113-1545405-HC4 ,1
1 k.,, n.; m. ~
- ~
. '. g - w s i i ATTACHMENT NO, t PAGE 1, 2. ) 1 CALC. NO.' 15454 -NZ"}l"-' cr-N39-70 imp .Fage 2 of 6 e k i $.f '%e' .7. JLocal. stresses hue to bearing,. cinched ?I U-bolt, and pipe' l i expansion have'been- )) evaluated . q A 8. ' Support weight self-j excitation bas'been lj evaluatid-JJ l,] 9. Input orientation of-i computer model (if applicable) has been-properly evaluated i i (i.e., member.and S angle, etc.) 10. Support loads have been properly combined. 11. Frame clearance eval-4 uation (in acrestraint direction)_ considers pipe movements.due to-
- l jf#
. deadweight, ther nal,- Dc/;. and dynamic. loads (such 'i ~ .as seismic / fluid transients)- Serine' Haneers: t 1. Spring sine aad associated ' component sizes agree with- / drawing. c 2. Hot-load and cold load reflect as-built loads and working range of spring is consistent / with stress report. 'L Spring hanger meets all j ICDS requirement limi-tation 4 Veld sine, type, and length agree with / drawing. s, il! o. i 0112-1545a05-HCa 4 e
y e4 .7 -g a; i. 9 ' <,; a N /J5ACEZENT 7'U,' l PAGE I.3-i s sc y f L CALC. NO.' 15454-NZ"ll'- C'-I-137 - 90t-5sr l Uigi. Page 3 of 6. i k.If Piping displacements-5. (due t.o desc/-4ght, thermal, seismic, and, fluid transients, etc)' -M i t r ' considered. f I 6. Variability of spring / hanger is within the ') ' limit-
- I 7.
Support l'eads'have been properly.com - r j q -binded. n ) . 8. . Swing angle and' ~ movements'are within. /., -j g j allowable. 9. Pipe properly guided- -l against. lateral move-J. ] ments'with respect to l trape:e spring hanger r 10.. . Local stresses,due to a bearing, cinched U-3 1 v M. d ,,) bolt, and' pipe'expan-0
- p
/ sion have been _ _, 4 -i evaluated 1 i Saubl5 irs /Etr'ut$ J. # x f 1. Snubtrer/s trut s ize. 1 j < j o agrees with drawing. e v 3 2. Sadber/stru[ direction 4 'M j of restraint agrees j with drawing./f ,y,7 _ 3. Shubbfr/s6 rut end.. bracket wcld size, ty;e, and length agree wi n ' drawing. ( 4 Soubber/ strut meet.5:'11 i ~ a l [ LCDs requirement:5 and . / '1 ) ' i limitations. >b7' 1 .y -] a 5. . Support leads have been properly combined. l / cubber settings reflect [ ' $6. S an-built movements from t / J' stress calculation, in-cluding' travel margins. _ l f f O'113-1545405-HC4 ' r 1 J </ l = - +
0: ! I.'.* l gg qr d- ..' Trracte rar neti _ pacz t a CALC.' NO.15454-NZ"H- cr b l37 COMER page 4 of 6 '7. Swing; angle is within allowable.- o l-g. Pipe movementss (due to - deadweight, thermal, seismic, and fluid _l transients, etc) considcEed. 9. -Local. stresses due, tc:aring,-cinched q .. )- U-bolt, and. pipe expansion have been' evaluated i 1 Inteeral Attachments: 1. Trunnion /padfhg size agrees with drawing. 2. Trunnion /p2dttug meet' size criteria 3. Weld si:es, types, and ?p lengths.agr e with 4 2p ' drawing \\ '~ ~
- 4. -' Support loads bsve been properly combined.
I 'TwE Aucwet.c Lct.o nas eaw AEovcac Tc Ac.cs.wr ace pigg spT. ./ =: l 6. Local st'ress has been f-properly addressed. f Base plates /M tMets 1 1., Base plate size and { bolt type and size agree 1 with drawing. O r 2. For base plate designs, bolt and attachment locations are within tolerance and m2.c mum / edge distance was s/ l maintained. j I 3.< Richmond inserts and threaded rod have / been evaluated.
- ~,
ff - 0113-1545405-HCL -
7, y ),. j g. iPig,.,N, y i# 4 M T:n ;..s H y' y AITACHMENT; No, 1 PAGE )m m o :.7 [ CALC.~ NO.15454 NZH- cr 33.b\\-525R '8' 4 l 4. Bolt - spa cingsl and X. j L K eabedment~ lengths l t'
- are considered in i.
I? f
- detemining bolt
') e allowables. j L g :{J ,LS. Bolts separation . violation (EISV) l U-with adjacent supports _have been considered- .-Bolted Joint Connections 1 1. . Bolted joint con-nections have been + U evaluated. 2. Bolt' torque require- / 'ments have been'evalu- ~y atedi 4 l .3. Locking devices-provided /. 9; . '. s Calculation Documentation:
- "s,v
- 1. Support category (nuclear or non-nuclear safety-1 ,related) is clearly defined 2. Input data / Output data clearly identified / . distributed 3. Consistency between the stress calculation / support calculation hK LUD") h 4. Consistency between support drawing / support
- g c, gg go 2 010 [N m' f) '
calculation 5. Latest outstanding change'on support / incorporated 6. All items in analysis section include proper
- - f references and, refer-3,y ernees are up to date Oll2-1545405-HC4 l
e i_:__z______._______.___
i y n, :-- ~ PAGE-LA I, A7"ACEMER No, I CALC. NO.' 15454 - NZ"H"-dT-l-137 -70). 525t Page-6 of 6 ! o,. s a g M}h ' I y
- 1 7.
' All' acceptable computer runs are properly ~ p; ' documented on' computer - log 8'. ' Summary of.results 1 satisfies objectives. ,+ Reviwer's. Evaluation: $0WoTT-M h T@YM j g h: 1 Pi { i-1 .j l . @h.. .n " 1 1 1 i 1 ( i i ..g- -] l l Jf t ) l .j ) 16 f f .J-- 7 5,h MS, -) 'tC)q. .e 1 0113-1545405-HC4 4
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\\ stoNc a cressTrn rNsiNetRiNo comronAttow L CALCULATION SHEET e; g - C ALCUL ATION IDENTIFICATION NUMBER ' (-' el. 0. 0 R w. 0. h o. DivislON C, sROUP CAL CUL ATION NO. OPTIONAL TASK CODE PAGE H 15454 NZ (4 ) 07-1. IM -W -hst c-9, e r 2,3 I g a 8 4 . s I l e - e se A?tACIDiENT No. 2 I 88 TITLE: SUPPORT (s). LOADING BUywARy j es 1 -44 q it 1 iD to t$.) ~. ~ e 22 f3 J ) 2t 84 ] 89 3e e 34 31 54 e 85 e $0 1 .gy l 84 39 l 40 /* 4I II.~ ', t8 /,.,> d 3 4e en.
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l STONE 8, CEBSTER ENGINEERING CORPORATION
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. CALCULATION SHEE1 4.. t l C ALCUL ATION IDENTIFICATION NUW8f R . J.O. O R W.O. N O. OlVISION 0 SROUP CALCUL AT40N No. OPTIONAL TASK CODE PACE b*I ( 15454 NZ ( H) ~ 51-137-bk%5 E ~2 4 or 2,.G - 1' 8 Ie e s .1 4 ? e e ATTACEMENT No. 3 It . it TITLE: MCPEAL 444 O (P5H-;-39Q IS .i6 I? l[ ([h k kIb b h'I}h'h6 ! 's k *. j -) l4 [ / 'l ' $ I L ' < # l ' .se r h((,k "h l'?f**0(I I b 0. h (_ 30 .Kl D 2. ' &ls,j it 23 e ea 88 ia 37 88 t,. t9 30 ] ] .i 38 83 34 37 30 l l' 39 e0 I . / ei l ,g af '..I e3 +' 44 48 ) e6 I y t ...i _1.-----_L_
DESITIN CHA,NGE PACKAGE-(DCP) AUTHORIZATION FORM ATT, 3 T%6 E '3.'2 f','
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>Jo, 154 54- (@ - ci-n -131 - 7ol -625R DCPNO.b_3rr(br REY. O DATE: .( SUBSYSTEM N0. 4 80 A SU W RY: THIS SUPPORT REVISED PER StJEC BRH NO. OT-l- 139-90l-S E)Q ANALYSIS - hEFERENCE -kS[T)-l //h #7 7 BRH REY. C.W.0. h0. 1 I j DESIGN CALCS WILL REQUIRE FUTURE CONFIR-MTION BY SWEC RISK / FINAL ENG'R. BASIS IF THIS SUPPORT IS REMOVED FOR THIS MODIFICATION, PROVIDE SYSTEMS OPERABILITY: TEMPORARY DEAD WEIGHT SUPPORT. j APPROVAL: Date Project Disciplina Supervisor-PSE APPROVAL: Date Tech. Support Engineer Rep. (TSER) i START WORK AUTHORIZATION:' Date ITF/WG Supervisor PHYSICAL WORK COMPLETE: Date ITF/WG Supervisor POST WORK TESTING COMPLETE: Date ITF/WG Supervisor CWO/DCP CLOSE00T: Date ITF/WG Supervisor
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f f i f- . cn no, s% - pun-cm rh3 -w-se . M, e> paw se l F ' INTEROFFICE MEMONANDUM (o. g0. 15454.05 PSM- [-79 7 g, COMANCHE PEAK STEAM ELECTRIC STATION DATE /dj/gg ) (g - SUBJECT PIPE SUPPORT MODIFICATIONS REQUEST FOR SWEC-SEO ACTION MF FROM R. R. Wrucke 4 CC See below S. M. Feldman - 1/All Reference As-Built Stress Problem No. /- 0 3 2. 1 As a result of the headquarters requalification effort, it has been determined that further action by SWEC-SEO is required. These actions include design qualification completion and. issuance of appropriate drawings, or change documents, to qualify the supports listed on Table 1, _a tached. i are aise attached. Original calculations. TUGC0 or SWEC (if gene :ted), These calculations document the extent of the e,;.:ification efforts a; ready j completed at headquarters for these supports and provide ccre specific details on the items requiring SWEC-SEO action. Attached are applicable documents f or proposed modifications (per CFFF-7, Rev. 2): 7/ /bb l)() Support summary sheet 4 b 2 380 /T [# C C 0 2' / // {} Piping isometric (work sketch) .M () Basic piping analytical data sum =ary [] Attachment M d i y,t-.a. Prucke RRW:bjf attachments cc: R. P. Klause - 1/M C. A. Fonseca - 1/M B. S. Moscow - 1/M ,ID OCT. 2 01980 e e. a.a r A. Kamdar '- 1/M+T B. W. Porter - 1/M J. Burgess - 1/M+T R. Normandeau - 1/M+T ) R. Gustafson - 1/M+T / J. Ryan - 1/M+T A. Leonard - 1/M
- 0. Love
- 1/M+T Lead Supts - 1/M+7 J 4Ad [ A. W. Chan - 1/M'T J D. Parika - 1/M+T Il Job Book R2.1.2 - 1/M Job Eook R4.1.1 - 1/M+T R. R. Wrucke - 1/M+T ) ) COMPK5-27:1 \\ 2__ _ - i
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- e, r1660 Pa6PostDMODIFICATION' REPORT Supt. ?!k.0 CT-1-137-701-S(/fa -
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7 NUPIPE RUN: R$a 000). ' s 7. Job #' 6007 Co=cnshe Peak I /dUnit 1 I-JUnic 2 ' N CC-89 4 LProj ect:. Date 6.24 ~~ 1 ~ Con:iintnent Sprav Sys tern. Statenent ofLCendition: .i. % Over Allowable l 1 Pipe Overstressed % Over Allowable .Suppor:. Overloaded,i .m hver Allowable No::'e Overicaded' % Over Allowable.- 'Other' . Details: Ancher bolts fail, t t l x. Syste= Para:e:ers: Stress Allevable-Te:ptra:cre Suppor: Allowable Pressure
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Others: [ihl.-: Transient Data: . Attachments Calculation.# Ref. Duss: '3RP 71ov Disgram # EFJ!L - BRE CT-1-137 001-552R Fev.1 Others CE'd
- Project Sugges:ed Solution:
To be modified bv fie2d ac necessarv o b' in // / / [ ' 22-W_ ' EC Reco::.er.da: ion: Responsible Eng:neer Prcpec _Ingineer y A h(* $. ?w-dkw Df C f F v i & D __ A.) C 7 l2 C"~60 IB G~-D / .a h?C. DIG / G AT t.Y, h EM S)L e nf A 7 ' W#' NC7lficcNer. 'v i c, ?SA~ l ' ? $ ? T 'ld F,4id 4. n k - / fc e/ C .5' s - s w f / ~ - / !~ ^ ^ ' _ . ' ~ '.. - - D < nr i % q '-] -i i.- .,,/- i a w~~~ vt w t si/ Opt : en Review Cc:nsi;t e c Date
n; ^; \\, ,I,.],ftf,, MD'. hkk -' 9 3(h -CT.- } - IM -IrOl -d,- $R [7 3 f[*iGf.3 7, ;' C INTEROFFICE : MEMORANDUM 'so g, 15454.05 ' HOC-894' 1 g ~ PIPE SUPPORT-U "i.
- SUBJECT '
PROPOSED MODIFICATION REPORT "7 G c PIPE STRESS PROBLEM 1 032 FROM. RJBelang er - l COMANCHE PEAK UNIT 1 t TO' .RRWrucke NYOC/36 CC WJBenson v/o attach.: o. BJExcell NYOC/36;w/o attach. JWKuhlmann:dls'w/o attach.: ESMoscow NYOC/36 w/o attach.. I EASweeney.v/o attach. 7 Job Book R2.1.9 m Job Book R2.1.16 .i Job ~ Book R4.3 Job Book'R10.9 The' proposed Modification' Reports-(total cf 4) dated July 22,,1986, for the pipe supports (t6 cal'of-6) contained within the boundaries'of Stress Problem s 1-032'and associated original TUGC0 and;SWEC calculations are attached for. your review and recommendation.. 3 Note that'the original SWEC pipe support calculation for supports (Tal-013-009-522K, CT-1-013-011-S22R and Cr-1-137-701-SS2R' vere based on CPPP-7,. Revision.1 pipe stress londs.f'OiIr review of CPPP-7, Revision".C - , pipe stress loads indicates'that these supports vill remain overstressed. M- . Note that support. numbers CT-1-013-023-S42K and CT-1-017-046-S25A ar: , currently "on hold'? awaiting. receipt of loads. The need for possible required modification of these supports vill-be identified upon receipt of loads.. ) i .M_. R. . Belanger Attachments 4 I1655 l c T-l - Ol 3 - 001 - s 4 2 R I I656 l. CT 013 - 008 - 5 22 K 16 5 ; ) CT-I - 013 -022-5 42 K l 16 5 8 - l CT 013 - 009 - 5 21 K ) LL6ssI c T - l - 013 - 0 l l - 5 22. R Il660 l C T - I - 13'7 - 701 - 5 2 S R
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7 -- l 3- !t .... e. STONE & CE85TER ENGINEERING C0A703Atl0N 'CALCUL ATION SHEET 1 a neio u - CALCULATION IDENTIFICATION NUW8ER ,f [k J. O. O R W,0, N O. DIVISION G $ROUP. CALCUL ATION No. OPT 104AL TASK C00E PAGE 5,1, ,(: 15454' NZ (M CTi \\ - l'b i-%!c"I ' ;;? _ or. ,g I p-l> g 4 'i s i - 4 r > 1 e ' ATTACEMINT NO. 6 44 'IE T5 5I f- }f+$$Yb 13 i la -it es of it 'I ,}: ,ftl$ *- . \\'[f., IO tt " - 2t I q 3g o i n t9 .j S0 l $.1 3# 33 a4 i es l L 88 8? i 84 89 40 .. /
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REFERENCE:
CP-EP-4.3 - ATTACHMENT 6 ' ' ~ ' & %s c, e .e .x. 4., t.u.c.. w.15454.N WH). CT^ ~ @ ~ ~W ". ~ :.. .- 5 2 r, R: - r eJ ~ J:REV. NO; 1 ~' ~ ~' 6 S_H 6.2-i ATTACHMENT e.- \\ (- f 4 a-e. k
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REFERENCE:
CP-EP-4.3 - ATTACHMENT 5 4 , M... 1 f) cat.c. 09.154 54 N E (HT. 47-'N '" l -62GR-zW pgy, NO__ L ATTACHMENT A 3-SH 5 3 .s 3_
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