ML20237G246
| ML20237G246 | |
| Person / Time | |
|---|---|
| Site: | Summer  |
| Issue date: | 08/18/1987 |
| From: | Nauman D SOUTH CAROLINA ELECTRIC & GAS CO. |
| To: | Hopkins J NRC, NRC OFFICE OF ADMINISTRATION & RESOURCES MANAGEMENT (ARM) |
| References | |
| TAC-62803, NUDOCS 8708240019 | |
| Download: ML20237G246 (152) | |
Text
_ - _ - _ _ _ _ _ _ _ _ _ _
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- gthggna Electric & Gas Company Dan A. n Nuclear Operatons gugig29218-SCE&G
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August 18, 1987
]
1 Document Control Desk
.U.- S. Nuclear Regulatory Commission 1 Washington, DC 20555 l ATTN: Mr. Jon B. Hopkins
SUBJECT:
Virgil C. Summer Nuclear Station Docket No. 50/395 Operating License No. NPF-12.
" Containment Structural Integrity" L Surveillance Requirements REF: NRC Letter from J. B. Hopkins to D. A. Nauman, " Containment Structural Integrity". TAC No. 62803, June 29, 1987
Dear Mr. Hopkins:
Enclosed ' is the additional information requested in the referenced letter in response _ to the South Carolina Electric & Gas Company proposed Technical Specifications amendment regarding containment structural integrity.
The requested information is provided herein as Enclosures I, II, and III, where each of the enclosures corresponds to the three items listed in Attachment I.
If you should have any additional questions, please advise.
ry trt ly '9s ,
. . .NU uma RJB: DAN /bjh Attachment pc: 0. W. Dixon, Jr./T. C. Nichols, Jr. R. M. Campbell, Jr.
E. C. Roberts C. L. Ligon (NSRC)
- 0. S. Bradham K. E. Nodland D. R. Moore J. C. Snelson W. A. Williams, Jr. G. O. Percival T. E. Murley R. L. Prevatte J. Nelson Grace J. B. Knotts, Jr.
Group Managers INP0 Records Center W. R. Baehr Marsh & McLennan C. A. Price RTS R. B. Clary NPCF W. R. Higgins File 8709240019 870919 h00\
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,' ' ' ATTACHMENT I 1'
'$}ructuralandGeosciencesBranch Request for Information
! , ' Changes to Technical Specification '
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Virgil C. Summer Nuclear Station L r Docket No. 50-395 4
li, It is indicated that the minimum required tendon force is revised from 1195. kips to 1160 kips vertical tendons, from 1115 kips to 1065 kips for
' dome tendons and from 1181 kips to 1000 kips for hoop tendons. Provide the detailed calculations together with supporting data in obtaining the original as-well as the revised values.
- 2. For the prestress loss methodology, mentioned in special report 85-021, it
. is. indicated that there are two methods to account for the prestress loss:
the interaction and the non-interaction approach. Provide sample calculations to-illustrate the differences between the two approaches for
'the hoop, axial'and dome tendons, respectively. The calculations should cover the prestress losses at one year, three year and five year surveillance. Indicate why the normalizing factors for the two approaches still remain the same. ,
- 3. For each. tendon-surveillance, provide more information with respect to its detensioning and retensioning, specifically the hydraulic jack gauge pressure reading, the jacking force and tendon elongation recorded respectively at lift-off, at 0.8f's and at 1 kip / wire or at other equivalent conditions together with the number of effective wires in a tendon and the length of the tendon. The information as presented in special report 85-021.is not sufficiently detailed for the staff to assess the acceptability.of the required technical specification changes. The information being requested should contain all.the pertinent data ranging from the initial tendon installation to the most recent surveillance.
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+ G' " .'*., Enclosure 1 Page lof 2
- V. C. SUMMER UNIT 1 I; MINIMUM REQUIRED AVERAGE TENDON FORCES .
SPECIFIED VALUES I
I fi ORIGINAL -
Calculations 1:18.2, pages;l through 41, are for the purpose of determining the
[ . original set of" minimum required average tendon forces": 1195 kips for vertical is tendons,1115 kips for dome tendons, and 1181 kips for hoop' tendons. These l
calculations conservatively neglect the tendon elongation,,and corresponding
? -increase in tendon force, associated with the membrane tensile strains in the p concrete that are produced under the different load combinations. This effect was
[ considered later when the average tendon forces were revised, as described below. .
, REVISED
[ . Hooo Tendons 1 . -
Calculations 1:18.2.1, pages 1 through 45, and calculations 1:18.4, page 243, are for
[ the purpose of determining the revised " minimum required average tendon force" for the hoop tendon group. The first set of calculations (1:18.2.1) include STRUDL
[ .J i
! analyses to determine the membrane compressive forces in the containment wall p caused by the varying forces along the length of the hoop tendons. This analysis eliminated a previous conservatism, which is explained on pages 4 through 6 of the
.l calculations, and . allowed the specified value for minimum required average hoop i tendon force to be reduced from 1181 kips to 1078 kips. The other set of calculations (1:18.4) determine the tendon elongation and increase in tendon force associated
{ with radial expansion of the containment wall under the different load combinations. Rather than determine the wall growth for each load combination
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i' separately to select the controlling value, the hoop tendon elongation and corresponding increase in hoop tendon force are based on complete removal cf the ,
4 1 membrane loop compression stresses. Considering this effect, the specified value for O
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Page 2 of 2 l
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minimum required average hoop tendon for was reduced from 1078 kips to 1000 kips, the revised value.
1 .
.VerticalTendons ,
The increase in force in the vertical tendons due to complete removal of the vertical j prestress was determined similar to that for the hoop tendons. This allowed the
. specified value for minimum required average vertical tendon force to be reduced p ' from 1195 kips to 1160 kips, the revised value. Calculations 1:18.4, page 242,
- contains this information.
7 Dome Tendons 4
j The determination of the average increase in tendon force for the dome tendons j - generally follows the approach used for the vertical and hoop tendons. But the i calculations are more complex because the membrane prestress compression stresses
~
i in the dome vary significantly and also because the profiles of the dome tendons do not line-up with the meridional and hoop coordinate' system of the dome or the' i principal stress directions. Calculations 1:18.2.3, pages 1 through 31, determine the l average increase in dome tendon force, and the specified value of minimum required- !
average tendon force was reduced from the original value of 1115 kips to 1065 kips,
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the revised value.
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V. C. SUMMER NCULEAR STATION j
UNIT #1 i APPROVAL OF VERIFIER AND SCOPE OF VERIFICATION i
(
To: Department Head i
From: Structural Projeb.c' Engineer
Subject:
Approval of Verifier and Scope of Verification In accordance with DCP 4.2.1 and DP-0414-8. I request your approval of the.
assigned Verifier to complete the design verification described below.
Project: V. C. Summer Nuclear Station Unit 1 Design Task: Tendon Surveillance: Required Minimum Average Tendon Force for Technical Specification, 4.G.I.7 Originator: J. F. Fulton J
K. H. Murray j l f'\; - Verifier:
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I Description of Verification to be Performed: /
- 1. Verify the calculational procedures and values for the " Required Minimum Average Tendon Forces" for the Vertical, hoop and dome tendons'.
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- 2. Verify input and interpretation.of results f6r computer analysis "KSHEL" and "S010".
- 3. Calculation pages 1:18.2 - 1 thru 1:18.2,-42 apply
- 4. Inryco calculations (included as cales. 1:18.1) are for reference only j and verification is not required within this scope. l y
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- Y-2f fl - - 4'50'0l gructuralProjMtEngineer-Dato Approved By
- f/18/g j l; Revicwcr - Wace Department !! cad-Date j lt f4 I L
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, jGilbert Associates,inc. Req ([CTMinimum Avarign Tendon Forca fo r
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Tcchnicel Spacificttion , 4. A .1. 7 (shts. 1-42
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AN A L Y 5t 5.'C ALCUL A TION V.C. Summer Nuclear Station Unit 1 04-4461-043 nots l / QEP ARTMENT NyWBCR DEP ARTMENT N AME t
g ,/; 0414 Structural Engineering COVER PAGE AND DESIGH VERIFICATION RECORD -
REYlSION NUMBER 3 2 1 0 ORIGINATOR (lNITIALS AND SURNAME) J.F. Fulton DATE COMPLETED 4/13/81 THIS ANALYSIS / CALCULATION ,
CONTAfNS ASSUMPTIONS REQUIRING .
No LATER CONFIRMATION (YES OR NO)
VERIFIER (lNITIALS AND SURNAME) K.H. Murra'y DATE VERIFIED ~
W7/Pf THE DE5tGN ANALYSl5/ CALCULATION NA5 BE EN REVIEWED BY ME AGAINST 4
THE AITLICABLE DE51GH REVIEW
- (v OUESTIONS (RE FER ENCE AN58 Nd5.2.ll).
ANY FIMDING5 UNCOVERED DURING MY REVIEW NAVE BEEN DIRECTED TO THE ORIGINATOR AND RESOLVED. _
(VE RIFIER*5 5tGNATUREI a x n m THE DESIGN REVIEW OF THE g g g g ANALY5tS/CALCULA TION INCLUDED $ $ $ b- $
EVALUATION AGAINST THE 5 5 5 5 FOLLOWING OUESTIONS: .
wERE INPUTS, INCLUDING CODES, ST ANDARDS, AND REGULATORY {
R EOUllEMENTS, COR R ECTLY ,
b SELECTED AND APPLIED?
ARE A55UMPTIONS ACEOUATELY '
DESCRIBED AND RE ASONABLE?
ARE ASSUMPTIONS REQUIRING REVERIFIC ATION ADEOUAT ELY IDENTIFIED' H AVE APPLIC ABLE CONSTRUCTION AND OPE R ATING E X PERIENCES . 7j E
BEEN CON 5tDERED'
) wAS AN APPROPRI AT E AN ALYSI5/
V CALCULATION METHOD USED? YE f 15 THE OUT PUT RE A50NABLE [
l COMPARED TD INPUT 5?
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15 PTEM 7=COS (PHI) +S IN (THET R) +COS (T HETR) 16 PTEM8=COS (PHI) +S IN (3 0+T HETR) *COS (3 0.+THETH)#.
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1:18.2.1 I' SYSTEMS DIVl510N READlHG SUBJECT Revised Required Min. Average Hoop Tendon Force l(/^) l M DESIGN INPUT RECORD DE PT./5EC TloN Structural Eng./Str. Spec. - 0412 NI I 0# 3 0 1 2 3 j REVISION ITEM (S) REYlSED . ORIGINATOR %.hg DATE h.,/.A. } PROJECT ENGINEER REVIEW [hh4 , DATE # M/gg E l I SECTION MANAGER APPROVAL [gh - DATE [Yd//rY ? FUTURE CONFIRMATION REQUIRED? No MICROFILMED /DATE ] _ INSTRUCTIONS: USE "N/A" FOR ITEMS NOT APPLICABLE. IDENTIFY ITEMS REQUIRING FUTURE CONFIRMATION BY CIRCLE OR CLOUD. IDENTIFY REVISED INFORMATION BY VERTICAL LINE IN RIGHT MARGIN AND REVi$10H NUMBER. USE ADDITIONAL SHEETS AS NECESSARY. {. r'~x 1. SCOPE OF THIS DIR; BASIC FUNCTIONS OF SYSTEM, STRUCTURE, OR COMPONENT: 5 SCOPE: Perform' calculations to determine the Required Minimum Average Hoop Tendon ; Force. Reevaluate the 1181 kip val,ue obtained previously using a less con-servative, but more realistic, approach. g 3 STRUCTURE: Containment Building -j l CONTINUED PAGE , 2. CLASSIFICATION; DESIGN CODE (S) AND STANDARD (S): ; CLASSIFICATION: Nuclear Safety Related I j CODES AND STANDARDS: None ' CONTINUED PAGE < 3. PERFORMANCE REQUIREMENTS AND SOURCE: PERFORMANCE REQUIREMENTS: The average force in the hoop tendons shall produce an external pressure of at least 11,535 PSF which corresponds to a 750 kips per i ft. hoop stress resultant.in the wall everywhere except the lower 10', where one-I half these values are required. SOURCE: FSAR 3.8.1.3.1.2. CONTINUED PAGE _
- Pf,0 JECT r.0. IDENTIFIER l POWER AND INDUSTRIAL V.C. Summer 04-5262-148 -
N/A
- 4. DESIGN MARGINS OR SAFETY FACTORS:
g. q CONTINUED P AGE 6 - ] Gilb.rt/ Common.. alm THIS IS A PERMANENT DESIGN RECORD DO NOT DE5 TROY ,,,, ) - - - _ - - - - - . . _ _ . _ _ _ _ _ _ _.._______m._____c_ ____ -.n . .a :. . - . - - . .J.--.. s.- - o..-..--~. - a.--- --- l 4 -- 4DENTIFIER 1:18.2.1 j DESIGN INPUT RECORD Pace 2 or 3 _. i,) s- 5. DESIGN CONDITIONS AND SOURCE: 4 ) j Same as for Item 3. , 4 CONTINUED P AGE , j (
- I q '
N/A i l CONTINUED P AG E - l 7. AMBIENT CONDITIONS AND SOURCE: l N/A CONTINUED PAGE
- 6. OPERATING CONDITIONS AND SOURCE:
, Tendon Wires: ASTM A421-65, Type BA, 1/4 inch diameter BBRV. ! 170 wires per tendon. CONTINUED PAGE l 9. OTHER REQUIREMENTS: 1 - None l l 1 CONTINUED PAGE .
- 8. MATERIAL (S)
- 10.
REFERENCES:
I
- 1. Calculations 1:18.2 j
- 2. V.C. Summer Technical Specifications 3.6.1.6/4.6.1.6, as of April 1984. j
- 3. SP-228, " Surveillance of Reactor Bldg. Post Tensioning System", Rev. 6.) 4. SP-207, " Fabrication and Installation of Reactor Bldg. Post Tensioning System l Rev. XII (7/11/79). i 5. V. C. Summer FSAR. CONTINUED P AGE _3 1 6. INRYC0 drawings 675-series (CAI 1M. #04-series). DISTRIBUTION RECORD REY. DISCIPLINE ENGINEERS OTHERS B5VC CHEM ELEC I/C LO/ MOD MECH PIPING ST RUC RECORDS PM REym. REVIEW X 0 X
- Q# 1 x a 2 x [(-DI)).]l 2. s Gilbert / Commonwealth
; THIS IS A PERMANENT DESIGN RECORD DOypT DESTROY i- ___ _ __--_-. _ - _ - - - _ _ - _ . . _ . . _ _ _ _._ .D a,.ha a! n .. u.w aas ' = - .
~ w. a- ..-. .~ - .. . .a i ~l PAGE 3 or J l l-.., [ ) DE$1GN INPUT RECORD REVISION: ; t
% V. C. Summer (W.O. 04-5262-148) OATE: 4/23/84 i l-W DESIGN INPUT FOR:Revised Required Min. Average Hoop Identifier: , l Campones Tendon Force 1:18.2.1 , l 1 I~ ! i
- 10.
REFERENCES:
(Cont'd) b
~
- 7. GAI Report 2465. "First Tendon Surveillance" (4/29/83).
- 8. Inryco Report 320. "Three Year Physical Tendon Surveillance of the j
V. C. Summer Nuclear Station Unit #1", Rev. 1 (3/16/84). f- !, - l 4 1 l i 4 4 i - {
\4 e i i t 1 i t i l l l 1 o.
- 1. r% .
t a IU - i i t. =... '.. jj 9 .I Gilbert / Commonwealth gal ess s-77 POWER ENGINEERING READING
-- - - - = - .. . ~ . - . . - . _ . . . - _ . . .. w - . _ _ . . . _ _ _j POWER AND lHDUSTRIAL SYSTEMS DIVl5lON - READING PAGE I OF 45 DE5tGN VERIFICATION RECORD FILING j }' A. PROJECT: V. C, Su:mner CODE 1:18.2.1 l j , f ..., 1
.. .i (W j SU BJ ECT: W.O. 04-5262-148 I Revised Required Min. Average Hoop Tendon Force SECTION NAME AND HUMBER Specialty Structures - 0412 , - Lt {Y Y $* t$ned ORIGIN ATOR PROJECT E(GINEER THIS DOCUMENT CONTAINS PRELIMINARY DATA / ASSUMPTIONS:NO I YE5 P AGE (5) A COMPUTER PROGRAM WAS: i .I A USED (CERTIFIED PER COMPUTER APPLICATIONS MANUAL) NOT USED USED (NOT CERTIFIED BUT VERIFIED PER CAM) In-Houre STRUDL (S110) REVl5lON: 3 COMPUTER CODE: VERIFICATION PACK AGE (IDENTIFY EACH ITEM OR GROUP OF ITEMS): d DOCUMENTS TO BE VERIFIED
! (i) J .I.R. 1:18.2.1 , R EV.(2) Calculations 1:18.2.1. Danes 2 through 45 , R E V.
; (3) Computer Outout 1:18.2.1: (1) J84A. (2) J83A. , R E V.(4) ('O .T194A. (4) .T101 A , R E V.
,REV. ) (5) j , R E V. _(6) 4 _ I SUPPORTING DOCUMENTS
' , R EY.(1)
, R E V.(2)
,REV.(3)
. R E V.(4)
' , ,R E V.(5)
, R E V.(6) Wnu hhwlk A'.33~S4 DATE h ORIGIN ATOR'S SIGN ATURE B. NO VERIFICATION REQUIRED PER DCP 2.05, PARAGRAPH 2.2: PREVIOUSLY VERIFIED DESIGN: # FILING CODE: DATE OF VERIFICATION: l VERIFICATION REQUIRED (CNECK METHOD (5)): DESIGN REVIEW X ALTERN ATE CALCUL ATION QUALIFICATION TESTING
' J. E. Regec IDENTIFICATION OF VERIFIER / VERIFICATION TEAM: * - nd $/ $ $hl StG N A T U R E # # ~IATE C { ([L -j[/ PROJECT ENGINEE~ GA? M -ea ] h - --~ <--ee - _ _ _ , _ + - . ~ . _ . ,_ ,e , ,
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' ' PAGE 2 OF 45 C. CONCURRENCE WITH SELECTION OF VERIFIER (S):ll l sectiod u Aw Acca s siona,uar / Y/W
/ caf e \D. EXTENT OF VERIFICATION: 6 Verify Design 7Anut and Approach. Verify Calculations and Computer Outout oerformed to arrive at Conclusion that the Reauired Minimum Averace Hoon Tendon Force can properly be reduced from the current 1181 kip value to.1100 kips. Verify Conclusion ! for reasonableness based on calculations. i l RESULTS OF VERIFICATION: b AY7) h0Mwff AAW k&SOLrs APAG4R %fAC70AW. 06 l0 T)k#U v fl Uef #finxn Gwner- Gu 7Npa Met baseu Vasina.
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/ ,MICROFILMED /DATE A INSTRUCTIONS: USE "N/A" FOR ITEMS NOT A P B E. IDENTIFY ITEM 5 REQUIRING FUTURE CONFIRMATION BY CIRCLE OR CLOUD. IDENTIFY D INFORMATION BY YERTICAL LINE IN j RIGHT MARGIN AND REVl510N NUMBER. USE ADDITIONAL SHEETS A5 NECESSARY. I 4 j( l. SCOPE OF THIS DIR; BASIC FUNCTIONS OF SYSTEM, STRUCTURE, OR COMPONENT: P Asn mhwe seman um tawns sy 1 DNS'b AI6 0W/A495/Vd. 67 Min.) Dus. fD 72WDod 750.M'!^.]G kIHo/ Mu+r 8s 0ytecavs j&voeg prggyt.s .9sst dayxoss. CONTINUED P AGE i
- 2. Qp,~ OSSIFICATION; DESIGN CODE (5) AND STANDARD (S):
NI/ch%4 $9Mry AdtArdh
,9. -aus knee war ns senoa /aws wm wn em 16of 6wsa2> dmV7'; /Mr7f 7zwfx /SJLS
% R6 sees Gwcars aesrs-S /?ss 75 g.poe, mr,yv$g69s ggguc79, ,fwgy95 ,s /Jic
- 3. PERFORMANCE REQUIREMENTS AND SOURCE: dOp65, 57/k/dyffp$, h8V64/ ,4//pgprJ5, 44 f.a?h (kwrAx8 ,:aM. A/Lc4ss+f,tf Ozw4 AM.6f Sem do?ssikM Noy". 5
- O'#
CONTINUED P AGE
- 4. DESIGN MARGINS OR SAFETY FACTORS:
1 .I Q Yk. ' f$OAl/h lAl kO.$.
}U l CONTINUED P AGE Gilbert / Commonwealth THIS IS A PERMANENT DESIGN RECORD DO NOT DESTROY k
=- . - - - - m,e,,.- ~ ,y --4 , w-. - w e- . , _ _ _- NN N.A A-~;... - - . . . . . - a.. - . - . . . .a---. - - - - - . . - . ~ . + - ~ . - - . ~ .. , , IDENTIFIER DESIGN INPUT RECORD ~ /:/6 2~B PAGE 2 OF 8.f
!, 3) 5. DESIGN CONDITIONS AND SOURCE:CavMFA Q/7F07~ St.sto/_4. %W6. /ksist:65 if/^OWenist. /c.9ps l RR .p = 0; Mow ds wira e gg A g gg (774 ) = ggg.g y , *l t na ceu. nie z (Rw rawim sygm ao m M'suc..rm 1 MJ =0 kNA-lASSFAS46h AkIb ASC (Zh , ///6 2, /A66 2'7 & Mut1 FM l
- 6. OPERATING CONDITIONS AND SO'URCE:
hl. /Y. IA)6 h $0.8-CONTINUED P AGE _ ) l 7. AMBIENT CONDITIONS AND SOURCE: } Nk. h, ad/Aldi //U $ E-j CONTINUED PAGE -
- 8. MATERIAL (S):
l 56s. AeA (i)$(C
.'~') 9. OTHER REOuiREuENTS: I i N4 Of if64SOM/AW /Al A/o,2.CONTINU ED P A",E
- 10.
REFERENCES:
. in \/.G.% Mux DLS/w Cucs.) Aucar Autwq kit _ gig ky,;,g-0147~ 20F 9 j /:/3, (z) Vd SwwA ks&' Ofics Bict 2-3t2j '75%D Swb/Stakcs -i A'acnt 6mS.; /s/&/, /: 2, / '/81/ . (9) /NtAWD- A/6esthJ t%3 64Z-1MS-64-05/ (A4YA M-/#6S!MSSAI6 StS \ DISTRIBUTION RECORD l R EV. DISCIPLINE ENGINEERS OTHERS
, B5VC CHEM ELEC t/C LO/ MOD MECH PIPlNG STRUC RECORDS PM RE{M. j REVIEW 'x ] O 10 ' 2 x o G, 3 THIS IS A PERMANENT DESIGN RECORD o m .,,,C. _ _ ..,,s x DO NOT DESTROY (v Ml j I l i _ _ _ _ _ _ ._ ___ _ _ _ _ .._ _ _ __ -_ - J
.a~.~: - :. - . .w.._. - -_.:.t- . -.._.-.-. .. . , . . . . . - . . -POWER AND INDUSTRI Al. SYSTEMS DIVI $l!N - READING j 'g 1 [ -) DESIGN VERIFICATION RECORD .
/;g ,g g lp PROJECTS Qe, V e. % trM 6 e SU BJECT: j MA:. %dOA/S sECTION NAME ANO NUMSER W.O. H~%W"G76 l 67)fdCst/A/h' < l041'4 . ) I J.f.R6's;a. ORIGIN ATOM el E. /isawPROJECT t.t(GlHEER l l THIS DOCUMENT CONTAINS PRELIMINARY DATA / ASSUMPTIONS: NO Y YE5 PAGE(5) t 9 A COMPUTER PROGRAM WAS: NOT USED USED (CERTIFIED PER CAM) USED (NOT CERTIFIED.TO BE YERIFIED WITH CALCULATION) j R E V. R E V. i PROGR AM 5YSTEM NAME I j (1) (4) (2) (5) (3) (6) .. { 3 i VERIFICATION PACK AGE (IDENTIFY EACH ITEM) REV. R E V. 1 DOCUMENTS TO BE VERIFIED l
'q (1) /I/b,I,h . 8 (4)(2) (5) 1 l (3) (6) 1 R E V. R EV.
. SUPPORTING DOCUMENTS()) 3.12 /./2 2. 3 o (1) (2) (8) (3) (9) (4) (10) (5) _ (11) (12) ] (6) b . . QA s24 , '7llfl66 g origin 2 tor s sigTuRE / oATE V
.' .Bl NO VERIFICATION REQUIRED PEk-6CP 2.05:REASON: 1-VERIFICATION REQUIRED (CNECK METHOD ($1): 3 DE5tGN REVIEW ALTERNATE CALCULATION QUALIFICATION TESTING EI
]h' ll IDENTIFICATION OF VERIFIER / VERIFICATION TEAM:
, g/) QM} }&m //ROJECT ENGINE $1G N ATUR E Ok/sf DATE G A1 468 5 44 i__.___ ---r,- ..s_... . , . . . . ._. - L.-_.....: . . - - . . . . . --. -- -. ~- -- -- - -- PAGE 2 or S/ l C. CONCURRENCE WITH SELECTION OF VE -R(S): l t >
/ 7//3%Yb M AN A(Eh5,,$1G N ATURE '/, [DATE . 1 l D. EXTENT OF VERIFICATION:e 6's&sesnt/c owuur71.J1 //swss rer c/sW4 coMesorst M tus wry ht,vi,5 ~ 00Aswmr unds A'/usru/s & mil. . i A2/ Ass.A3 M cA* v122 As wsu ss & cir>w , j i Atrt/3 cJAm curiour at#3 JMr' CeVcxM / tor 7D 411W/ ,4AoAf,$ \ 7 l /dMr- 4's3 Gvfd n //AArse rw' cxel . I RESULTS OF VERIFICATION ) atewstro, tr s.it sova er 84 roostsre / wxter , i 1 . i ) l I i ! 4 l 1 ) ( I it l l
) \I i 1 l l l l l t ATTESTATION: l THIS DE5fGN VERIFICATION WAS PERFORM i A RDANCE WITH DCP 2.05. 1 ~~' /7-5$ VERIFIER *$ $ URE DATE j E l il I . COMPLETION OF VERIFICATION: l ' j ww _7)7/JS' y R~Ec, E .,.Ey$,. A, RE ~ A, E t
.m :. i . .;. a._;. . ~ s < :--- -e -- - ciuo .
**o suaJacT y g b W- DMS or t-T-v Gilbert Associates,Inc.arv.l j j j l s D
~ ~wenoruso M PA CALCULATION onio,,,,o, q g gj DATE g(($[ . i i
- 1. PURPOSE /0BJECTIVE
~7ML flMA;56 GF TM6SL Oecuar70 sis /S 70 Aho'q 7Md- Mirin/M l bWd /k6S7/6SS A640/26D Anne 40 f6'MS . f6 000sM^.k5 TN6 MAlf" Of WNW.WVL W/h) $$Af .7E'000k) MS/M/A6 l- It/Hol MUS7' As oisefous 6dree96. AW .?sesa Com /aro L h*Aserrov.
- 2. DESIGN INPUTS f
kM& bbS& /Ab/d7"~ kdCWA'.b . l y - 3.- COMPUTER CODES l h 706 l'E S * $ l1l/fS bbinSO $ NA/'8I f/ W /S '/O k. O, &arnws decaeaug. 1 [ , e
- 4. ASSUMPTIONS
(/) Nf Wd f6 hA)S/OdA'd?O (kwNS W I46D 70 f$lD 9X69s jr &nsk p: i bME 7M M 4s). '
.' (2) kMC A' $rRSSS d Av64%E /S 6%D ) 5. IDENTIFICATION OF END RESULTS l /?/+//wM kW4sl Zwd 74/iw) A34bl Of /OG6k /b)S fwJ NrfANwsb. 7M/S /S 69seh On 6%ws0 dacum77 ads Nyiejf .svou) , h kVW WW AN bl&~0f W $$b". hYN!W 0020(6 . . . .1 MHsa in kas /s t#auw.> Mon its Maims awauas
- 6. REVIEW AND APPROVAL Mp/7/OM @ f fffgg gg/gg.g.g/gg g ,
1 [1. SEE ATTACHED DESIGN VERIFICATION RECORD FORM l'O-1 4 PROPRIET ARY INFORMAfl0N OF CILSERT ASSOCI ATES,INC. FOR INTERNAL USE ONLY r , j . .
. u. . ... c 2. 2&. ;-_.: . . . _ , _ l 1._ El T , , . , su:nEcr y,g,gggfA io:N MIER l' A G E f Gabert/Commeowealth ## ' ' 'r i l X ,,,.M, - - ""l MICROFILMED LaJ ( 3W .=.J > I J/
/ CALCULATION oRio,,,ron g &gy[lY]O osse 6thl6([ a e
- Y ,
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@) 6dr /b! M NE S7RASS (Av4. AraGvrER) - Sp& 4 69M&/} 1 f @) & <Nkidb 7EvDo0S, Sivmrs. kro A/A&x/Mw/ '?o i St4Me475 AaW4 7Kw20^) JND D672W/4/6 /?tm)S
- CoGeD//t/anSS AlcW6 StdM607~5 /kfo Dsitatialf. ANw6
'W, Dor) AWD Ab'>b/4N.E67Wla!h) 666Mek)7 h/Nf6 /Not6 ] (4) 27E4@tdrs awn /ds AM176e.Auf Srtsss6s (MMMMrl'a /^) 4 (@ A60v6) 7D 66r frE6556s Ar 12WDos) &cA'awarns. (5) ZF16eM/AI6. SYR4/s/S fiewt Srtsss&S th) (4)- i (6) b% /%YA'S &Attc Ai?< Si:ct/N 7D CAM /^/ S~rxe/^l ' AtauS 7H6 7hOsA) (09/4S dicits N 8.)) 4744%' Seuasor. i I j e (/) GB7??id 7D78/- Grx4/d Alon4S 7AE 75v24.. (8) d*Rxart /9660/7744 /%/MA) 9r~R695 2kct'6 Ks. .h'l- @ l 7H)G 948/^J AND flor fct Al/.- 7ENkuJS 6/fctsb. 1 (9) US'46 7NL flc77Eb 0xV4 fn b 77/E A rddA6 L iGel 1 DicAew& N fML- 7EdbcOS BNb doAf65/oNDirU ///Natw/ . ? Avs<M6 Zats- 7ENM f426-O. GAI-446 7-84 PROPRIETARY INFORMATION OF GILBERT / COMMONWEALTH - FOR INTERNAL USE ONLY THIS IS A PERMANENT RECORD 20 NOT DESTROY l ,
. a. - - _ . - .- a_ _ _ _ _ _ _ . ~ _ -- zJ-- .;_, _ ..-- i,_-_-_---_.---.--_-..~.--------=------- ~ '---- ~ -]-~ '- ~ ~ ' ))] } IUEAECT 'DINTIFIER PAGE h, V. 0. hNllVlY kpfMbc/JS o
' [' } for ngy,l -( J ' MICROFILMED _\ CALCULATION ORIGWATON hV . l J, osrE cMont. /) j
, i i gg,gYZ 27z.% +tzt'A - /6 S@. O EL/ /,, ~ as.9s' # = ; y c g >i'
-- w h 'Dg- Rg .Nc \g % s.% - ! gr .. ..._ _ M_. _O N3 N l $6=: /WMD-AftRSM l" .za - n<m a ms.w { D%. 64C fMS = Z80"> N , ,( W ,
- 435/ fgas,e g,q x i.A 7 wm'i
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?4 4 h* = = e l AnD/M Szpr7ciJ l /6 A
% yA Ag ',t?6.5 99,;75- + 0.26(ggi.,94 +/8.0 9$ l , 50 % e. I2.60* m. (Claru Ci Sveu , No7-s '4 ' 1; xx k 6
#3 ste%Ia - 55.oo' _ y . l 1
' "'T g .; 30.O ' % / i= %o +0,25 s Mo = F78,26 "
- o. .
WW .1 j m
\1O> . ,. gal-446 7-a4 PROPRIETARY INFORMATiON OF GILBERT / COMMONWEALTH - FOR INTERNAL USE ONLY THIS IS A PERMANENT RECORD DO NOT DESTROY w a_ ___- i m , : . __ _ __
a__ pwe m .SiMhm *.%. Wh"4.gg eq&ie +a W 44 1=' **M EMa h h + de + Wl h &A- . - A . $w T+h k n e s
., . SU3 JECT ggggjgg IDENTIFIER PAGE ##' 8 3 g'! asib.es/c....n .ith h6N*M oh I f( 3 CALCULATION S,c ,,u.Eo o,,oiwa reg ,rby fM) ..o k
.i cATE 6 /f 8 4 /i -i < t .I TM ' k, = 1 (9947Sy -(286)* = 95663"
+l biuckts. STMrs 39'58' fRC4 7DP II I
-i eso, 1 f Y l@$$A7y -(26df = 57+.85 i /g 9*43" .\ f*7 4= 63.008
- i
$>'~ Qu 6 e N
- H
., f" = sS' .992
- i V --
i A-A (") j, & n D E M rs /8 S/us $ l.96' (SM%") Alb usr GM Ar /.M2* - i i,
/m } -ld /h @l=MO.055'9/Ma 6terses i , /1. i [
- e /
l K gr
/I RADIAL 1
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- ATk
- f t/,,# 4k*
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$ = he% /R Atl. k678 = ,-f- + kg FOR INTERNAL USE ONLY gal-446 7-64 PROPRIETARY INFORMATION OF GILBERT / COMMONWEALTH .THIS IS A PERMANENT RECORD, DO NOT DESTROY
a _, _ .a_.. : .. . .w 2 ..2 ..__.:_m...
- PAGg IDENTIFIEn j
su: Ject K C,gygg Gilbopt/ Commonwealth M^M ' ' l' A U "# CALCULAT10H u en rit.ieo h pao G gy o,,c,,,70,g oATe (,/f4 d W, /)
.* i< .1 *)7/f iklC4b^)6 $29tM77CA)S /Af6 SVM&f7db $7 V4Cf6 h/bCfffb ,] wim 7Ns aws /-2-3 pitw*. $sers Ms Reovius aJ t % a.0wiMS PA66S. m W/N!??66 h) Mll 24%)E n O'$* N S;4 es
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%\ ' ,: pg Eg ~e 4 k w sg.xm ; }w.ss - k i a-A 1 26
- /fo.055' cx = G& = 6+on
- GM7 p, e , (y 99y,y, (gy,y')
p=tu.8w a= ~ zeyae.9s = 6sw = e +3s " s - (xe.ie-sr.ss')/, (c7n') Ov V ""'
" ~~ * "*"* ***""~GAI-446 7-84 PROPRIETARY INFORMATION OF GILBERT / COMMONWEALTH - FOR INTERNAL USE ONLY THIS IS A PERMANENT RECORD. DO NOT DESTROY _-_ :- -. . ~ - - - - - - . - - - - - - - - - . - .- 1
. , c.w_ ~ . -w -- w _ - ~ =~~ - -~ - ~ /I/8,38 h ME/d= 288.88 RMOD = 954.53 PH1' SUM PH1' 188-PH1' SUM PH1' x 1 ALPHA PHI KALN!NS ARC LENSTH (RAD) (DEB) C00RD 8.886 288.088 0.888 16.348 163.652 1.958 - 1.958 178.858 0.8348 32.488 281.878 6.617 16.461 163.539 32.486
- 1.958 - 3.910 176.188 0.8681 64.923 287.428 13.054 16.795 163.205 32.486 1.958 5.858 174.158 8.1021 97.290 296.421 19.161 17.337 162.663 32.486 1.958 7.800 172.208 1.1361 129.545 388.515 24.828 18.868 161.932 32.486 i 1.958 9.758 - 178.250 0.1782 161.649 323.312 29.999 18.967 161.033 32.486 1.958 11.788 168.388 8.2842 193.567 348.394 34.656 28.818 159.998 32.486 13.658 166.358 1.2382
) 1.%51 225.268 359.363 38.817 21.178 158.822 32.486 4 1.9M 15.680 164.488 1.2723 256.692 379.856 42.513 '22.449 157.551 32.486 ( !.958 17.558 162.450 f.3863 287.827 481.552 45.798 23.888 156.192 32.406 1.950 19,588 168.588 I.3443 318.629 424.175. 48.692 25.240 154.768 32.486 1.958 21.458 158.558 8.3744 349.061 - 447.486 51.265 26.734 153.266 32.486 1.950 23.488 156.608 I.4884 379.898 471.284 53.550 28.279 151.721 32.486 1.958 25.358 154.658 I.4424 488.679 495.397 55.584 29.869 158.131 32.486 { 1.958 27.380 152.700 f.4765 437.795 519.677 57.398 31.495 148.585 32.486 1.958 29.251 150.758 8.5105 466.484 543.997 59.822 33.152 146.848 32.486 i) 1.958 31.288 148.800 8.5445 494.472 568.245 68.479 34.837 145.163 32.486 s 1.958 33.158 146.858 8.5786 521.968 592.327 61.790 36.545 143.455 32.486 1.958 35.188 144.908 8.6126 548.868 616.155, 62.972 38.273 141.727 32.486 T. I 1.892 36.992 143.008 8.6456
~574.344 638.961 64.018 39.966 148.834 31.528
, knuckle area 65 255 133.817 43.435 q knuckle area 66.266 127.600 42.765}
}
- l. -
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'ID3NTIFIER PAGE ,,. , EU:J2CT g g, gggg mjm_m DdA/S } % th?)f N S'E'5 e, i ~. cm FILasED PAG CALCULATION on,a,,,yo g 4 g f.! ~ oATc 6 / 4 78 4 t) i - d u
= So~ ) [g} % ~ ((en.7s)'-(aof = st2.is " , 1 f*/ jk } ,/ < ggj v1 f t .n i T .
/ } (6%A7)* -(9c.00)' = 507 7/i 0,' BLIS ' }\
/, p ,g 107 7) _ez2.is
,$i gg,pg,o s,,,2/477,?
/ r I. ' 4' , / Eww_. /N70 /6 9sc4s @ /./5' Aib -6-6 6% .9+cs Ar I.279 ' (/6.50:~) 1 Ar f = /*1o55' Siws Cens.s 1 (fir +1 d= Sad Akib Ay,,= 822./5" THE /.'cws /S'o6Anits l WAS AN .x6 %c/NS &&vs Avb Eggvens /ksweusty . i pseivso. ssuers Aes.Ikonstb h) fracaixis, S466rs. 4 a [i Q. 1 1 PROPRIETARY INFORMATION O Gl RT/COM NWULTH FOR INTERNAL USE ONLY gal-446 7 84
a -.:-.=. .- _ . - - - - -
^ . *Y' /:/8.2 5 22 oc 3/i i t k ISUOR D1MTR STMIN DETUglINRT!tti E ISE = 5.040E+48 W= 0.170 I H19ER X $1HI M S M TA M IAER I 91HI M STHETA M SIMI e I SMTA B I 'l ene aBe j 100.000 -1.7270E+05' -1.76278E4 * ) 170.000 170.000 -1.7270E405 -1.7627E 4 170.000 -1.7278E+45 -1.76270E+45 -1.7270E+05 -1.76270E+05 i l 1 E 000 1 E 400 -1.7402E+05 -1.7490E+05 175.900 -1.7419E+05 -1.74700E+45 -1.7410E+95 -1.7470E+05 ! I 174.000 174.460 -1.7456E+G5 -1.7429E445 173.950 -1.747E+05 -1.7413E485 -1.7462E+05 -1.74151E+05 172.000 172.430 -1.7500E445 -1.7360E405 171.930 -1.7511E+05 -1.7340EW -1.50NE+05 -1.73431E+05 f 170.000 170.410 -1.75407E+05 -1.727 TIE *G5 169.900 -1.7562E+05 -1.72422E405 -1.75l196E+05 -1.72477E+05 l a 160.000 168.300 -1. 76ME+45 -1.7145E4 167.000 -1.7619E465 -1.71000E+05 -1.7615E+05 -1.71171E+05
) 166.000 166.360 -1.76630E+05 -1.697M+45 165.050 -1.M7E+G5 -1.6WW+G5 -1.M73E445 -1.697 E 445 164.000 164.330 -1.77230E445 -1.6741E+05 163.830 -1.77387E445 -1.66720E445 -1.77336E+45 -1.66956E+45 j 162.000 162.310 -1.7783E+05 -1.6429E+45 161.000 -1.77970E+05 ~ -1.6337E+05 , -1.7791E+05 -1.6373E+05 j 160.000 168.200 -1.7037E+45 -1.601 E +05 159.700 -1.704E405 1.50N E+05 -1.7043E+05 -1.59507E+05 j 150.000 150.260 -1.70003E+05 ' -1.5406E+05 157.750 -1.700 E 6 -1.5332E+05 -1.70044E+05 -1.54079E+05
- j 156.000 156.230 -1.7905E445 -1.4813E4 155.730 -1.7957E+05 -1.4621E+05 -1.7906E+05 -1.47250E+05 q 154.000 154.210 -1.7!15E+05 -1.39020E+05 153.700 -1.7901E+05 -1.37400E+05 -1.7983E 4 -1.30056E+05 y 152.000 152.100 -1.7071E+05 -1.2902E+05 151.600 -1.70620E+05 -1.2706E405 -1.787EE+05 -1.2003E+45
'i 15.000 150.160 H. N GE+95 11.18171E+05 149.650 -1.7783E+05 -1.15016E*05 -1.77996E+t5 -1.17181E+05
' 148.000 140.130 <1.7692E+e5 -1.05071E 4 '147.630 -1.765 E +05 -1.01624E+05 -1.7602E+05 -1.M175+45 1 14.000 14.110 -1.75210E+05 -9.192 W +44 145.600 -1.749E+05 -8.7459E+04 -1.799E+05 -9. 0255E+04 y* 144.000 14.000 -1.72090E+05 -7.69870E+04 143.500 -1.7219E+05 -7.3500E+44. -1.72706E+45 -7.63632E+44 i 142.000 142.060 -1.690M+05 -6.44340E+04 141.550 -1.6090E+05 4.1215E+44 -1.6973E 4 -6.37024E+44 l 14033 140.540 -1.67106E+05 -5.6275E+44 140.030 -1,66254E 4 -5.4220E+9A -1.6625E+05 -5.4232E404] 135.033 135.090 -1.5051SE+05 4.6952E+44 134.510 -1. 420E+45 .-4.5M E +04 -1.58340E+05 -4.609ME+04
! 131.633 131.740 -1.32424E+05 -4.23760E+04 130.360 -1.24252E+05 -4.0796E+04 -1.31790E+05 -4.2253E+44 j 127.600 127.600 -1.10366E+05 -3.0045E+44 127.600 -1.10366E+05 -3.0M5K+44 -1.10366E+45 -3.0M E +04 ie assuesd the saas as no output exists hem. N l l
+I e
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. . - . . - -. . . - - - . . . - ~ . . . - . . - -i* . 23cf El
? /s/s.2.5 ij I ISUOR DIKTER STMIN DETEMINRTIm ((DfPD) 1 X STMIN MC LDEiTH AYE SIMIN EUMRTICII i (in) (in/in) (in) 1 100.000 -2.4302E44
' 178.000 -2.44302E-04 34.723 4443I2E-94 440291E-43 i 176.000 4 4713 1 -04 34.723 -2.4571E4 '453206E-03 ! 174.000 44813E-44 34.723 -2.47632E 4 459052E-03 172.005 44908E-04 34.723 -L40606E44 ' 463236E-43 ll 170.000 4 50214E-04 34.723 '-2.49649E-04 46685E43 168.000 4 51550E-04 34.723 4 5It02E-04 47113E43 166.000 -2.52962E44 34.723 452256E-04 47590E 43 164.000 454796E-44 34.723 453079E-04 48154E43 i 162.000 4 5721 44 34.723 455760E44 4 0007 5 43 u 168.000 -2.50840E44 34.723 -2.57706E44 49511E-03 J 158.000 -2.61115 44 34.723 ' 459984E-04 402742E-83 3 1 5 .000 463400E-04 34.723 -2.6230E-04 -9.1978E-03
; 154.008 465001E-04 34.723 4640E-44 41905E-43 152.000 46022E44 34.723 46755E4 427287E-43 l 150.000 -2.7039E-04 34.723 -2.69311E-04 43513E-43 l 148.000 472174E44 34.723 -2.71206E-04 4 41906E-43 , 1%.000 4 73271 44 34.723 4 7272 1 -04 4%97E43 (O'd 144.0I0 -2.73356E44 142.000 471026E44 34.723 34.723
-2.73314E-04 -9.4983IE-43 -2.72591E-04 44517E43 144.833 -2.60628E-04 34.145 -2.70227E44 -9.22690E-43. .! 135.833 -2.43531E-44 27.727 -2.5600EE-04 -7.19832E43
- ! 131.633 -2.13150E44 27.727 -2.2834E-04 -6.3312E43
- 127.600 -1.77725E-04 26.625 -1.95430E44 -5.28352E43$ 7/5%l su m n7t m -1.9a609E-01 M. Twtcp 97 psia = -l Agss96-on/775.9ct = - z.56oM-on a f
&f EA :(29 */O')(-2.6LO/O'+)(/ 053) = 78/9 pl , h Mxn/vem7aa fiv-mat fM hk.wr>S Ava - Sts.Ve.SwMLt .NS/6/ d+tcs, &zw 2 -SG, 72WM^)
, 94Wiudarl -RfAcrM duf., I:/8.2, fAS6 27 If . ea M l J j l- .
; . - . .a . _ . _ a. _.o . . _ _ . . , . 2.f O' 31 /48.2.5 il I 'f3
/ T0006 AT 200" (FFET E LED = 5.8400E+08 Ill = 0.17 .! I HIRER I SPHI E STrETA M LOERI SIMI M STETA E SlHI $ I- STETA 0 I I' CODAD COORD I ! 16 1 652 163.83 ~1.77387E+05 -1.6672EE+05 163.32 -1.77535E+05 -1.65970E+05 -1.77439E+05 -1.66458E+05 163.539 163.03 -1.77387E+05 -1.66720E+05 163.32 -1.7753E+05 --1.65971E+05 -1.77471E+05 -lJ6292E+85 l l 163.205 163.32 -1.7753E+05 -1.6597EE+05 162.81 -1.7768E+05 -1.6515E+05 -1.7756E+05 -1.65787E+05 16L663 162.81 -1.77683E+05 -1.6515E+05 162.31 -1.77830E+05 -1.64295E+05 -1.77726E+45 -1.64904E+05 l
?- 161.932 162.31 -1.7783EE+05 -1.6429E+05 161.80 -1.77970E+05 -1.63370E+45 -1.77934E+05 -1.63609E+05 L 161.033 161.29 -1.7811E+05 -1.6237E+45 160.79 -1.7E4E+45 -1.6131E+05 -1.7817E+05 -1.61830E+05 i 159.990 168.28 -1.78370E+45 -1.6018E+05 159.78 -1.78493E+05 -1.58975E+05 -1.78441E+05 -1.59482E+05 l 158.822 159.27 -1.78600E+05 -1.5768E+05 158.76 -1.7870E+05 -1.56318E+05 -1.78696E+05 -1.56484E+05 157.551 157.75 -1.78883E+05 -1.53325E+05 157.24 -1.78953E+05 -1.51685E+05 -1.7891E+05 -1.52685E+05 - 156.192 156.23 -1.79050E+05 -1.48135E+45 155.73 -1.7907E+05 -1.4621eE+05 -1.79052E+05 -1.47989E+45.i 154.760 155.22 -1.79008E+05 -1.4418E+05 154.71 -1.7908IE+05 -1.42053E+05 -1.79081E+05 -1.42262E+05 j 153.266 153.70 -1.79013E+05 -1.37480E+05 153.20 -1.78948E+45 -1.3503E+05 -1.78957E+05 -1.35358E+05 151.721 152.18 -1.78753E+05 -1.29825E+05 151.68 -1.78620E+05 -1.27060E+05 -1.78631E+05 -1.27287E+05
- e. 150.131 150.16 -1.78070E+45 -1.18171E+05 149.65 -1.7783E+05 -1.15016E+45 -1.78057E+05 -1.17992E+05 i 148.500 148.64 -1.77257E+05 -1.0840E+05 148,13 -1.7692EE+05 -1.0$071E+05 -1.77168E+45 -1.07563E+05 j 14.848 147.12 -1.76130E+05 -9.81230E+04 1 4 .61 -1.7569E+05 -9.45880E+04 -1.75901E+05 -9.62377E+44 145.163 145.60 -1.749E+05 -8.74590E+44 145.10 -1.74140E+05 -8.39063E+04 -1.7421E+05 -6.43539E+44
, 143.455 '141 58 -1.72195E+05 -7.35083E+04 143.07 -1.7145E+05 -7.02100E+04 -1.7201E+05 -7.27001E+44 b- 141.727 142.06 -1.69840E+05 -6.40340E+04 141.55 -1.68901E+05 -6.1215IE+44 -1.69278E+05 -6.21934E+44 140.034 140.54 -1.67186E+05 -5.62750E+04 140.03 -1.66254E+05 -5.42200E+44 -1.66261E+05 -5.42369E+44 j 133.817 134.51 -1.46283E+05 -4.54483E+44 133.13 -1.41685605 -4.42003E+44 -1.43934E+05 -4.48216E+44 j 127.600 127.60 -1.10366E+05 -3.80453E+44 127.60 -1.10366E+45 -3.80453E+44 -1.19366E+05 -3.80453E+44' 1t i q y . e 1 I i l O M i _- =h_ _ _
- = . _~~i_._.1.__1 - - .- pig,g.3 26cp 5/ i j
/~'N t > ^V TB0016 AT 280' (FFSET (C1MT'D) x PHI STMIN T)ETR ST MIN ALPHR STEIN fLONG AVE STMIN IN All: ELDGATI(M l- tears tx 0x mii nMM Mc m eta un)! (in/in) (in/in) (in) L ! 163.652 -2.55116E-04 433140E-84 8.000 -2.33140E-44 0.00000E+00 f ! 163.539 -2.55220E-04 -2.328%E-44 6.617 -2.331 E -04 433142E-04 32.486 -7.57384E-83 l ! 163.205 4 55533E-04 -2.31954E-94 13.054 -2.33157E-44 433150E-04 32.486 -7.57411E-43 j 162,663- -2.5606E-44 -2.3039E-64 19.161 -2.33163E-84 -2.33160E-44 32.486 -7.57441-43 j l 161.932 4 56791E-04 -2.28123E-04 24.828 -2.3317E-64 433170E-84 32.486 -7.57477E-83 J j 161.033 457727E-04 -2.25008E-64 29.999 -2.33187E-04 4 33182E-04 32.486 -7.57517E-43 )
, 159.990 -2.58860E-04 -2.20916E-44 34.65 -2.3318E-04 -2.33186E-04 32.486 -7.57529E-83 q 158.822 -2.60167E44 -2.15711-44 38.817 -2.33180E-64 -2.33183E-44 32.486 -7.57517E-43 1 l157.551 -2.61638E-44 -2.09152E-04 42.513 -2.33120E-44 4 33150E-04 32.486 -7.57411E-43 { i
/156.192 4 63247E-04 4 81077E-94 45.790 -2.33019E-64 -2.33070E-04 32.486 -7.57150E-43 i 154.768 -2.64%1E -1.9127K-44 48.692 -2.32852E-04 -2.32936E-44 32.486 -7.5715E-83 j 153.266 -2.66756E-04 -1.79499E-94 51.265 -2.32593E-44 -2.32723E-04 32.486 -7.56423E-03 I 151.721' -2.685%E-04 -1.657ME-44 53.550 -2.3227E-44 -2.32434E-04 32.486 -7.55084E-83
-2.70267E-44 -1.50055E-04 55.584 -2.3186E-44 -2.32t?IE-04 32.486 -7.53902E-43 j 150.131 f 148.505 -2.71779E-04 -1.32474E-44 57.398 -2.31330E-04 -2.31602E-04 32.486 -7.52381E-83 1%.648 -2.7298E-04 -1.13470E-04 59.822 - -2.30667E'44 -2.31002E-44 32.486 -7.58434E-43 l1 145.163 -2.7349E-44 -9.36337E-45 68.479 -2.29806E-04 -2.30iuGE-44 32.486 -7.47945E-43 )
. O: 143.455 -2.73100E-44 -7. 4337E-05 61.790 420686E-44 -2.292%E-04 -2.27953E-04 32.486 32.486 -7.44729E-43 -7.48529E-43 i 'I l 141.727 -2.71477E-44 -5.71605E-45 62.972 -2.27220E-04 j 144.034 -2.68630E-64 -4.44278E-45 64.010 425576E-04 -2.26390E-44 31.520 -7.13607E-43 ) ! 133.817 -2.33176E-44 -3.48149E-05 65.255 -1.98421E-94 -2.11990E-04 43.435 -9.20815E-43 j C 127.600 -1.77725E44 -3.29851E-05 66.266 -1.54278E-44 -1.76349E-04 42.765 -7.54158E-83 {l
! 702. % 8 -1.59632E-41 !i l avl 7heas) $7xe,0 = -/696926-01 702.f68 = -2.27246-O+ % o; = -e.z724 w+(zpio')(/.oss) = -@M pi l [ i l s 1 . i
! I r ' . hJ,(M i l l l L._ _ _ . - _ . _ .._ _ _ ~ J
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/:/f.L3 26 QC 5/l o 7 BIOS AT 50' (FFET I E ISB = 5.840EE+08 lij = 0.17 l I H19Et I SlH1 M SMTR M last X SM M S M TA M 91H10 I SMTA I I ixne caan i
! 145.740 1 4 .11 -1.75210E+05 4 102 5 +04 145.68 -1.749E+05 47459E+44 -1.74836E+05 44437E+04 J 145.723 14.!! -1.752M+G5 -9.1E E +94 145.60 -1.749E+05 4 7459E+44 -1.7481E+05 48318E+44[ 145.672 14.11 -1.7521E+05 -9.102 E +44 145.60 -1.7%9E+C5 47453E+44 -1.7476E+05 4 79624E+04 j' 1WI.587 145.60 -1.749E+45 4 7459EE+44 145.18 -1.74140E+05 4 3906 E+04 -1.7481E+05 473666E+44 i 145.470 145.60' -1.749E+45 47459E+44 145.18 -1.741 E +05 -8.39E E +44 -1.7 6 1E+05 46535E+44 145.319 145.60 -1.749E+05 4 7459EE+04 145.10 -1.7414E+05 4390E+44 -1.7438E+05 45%24E+04 145.135 145.68 -1.749E+05 4 7459EE+44 145.10 -1.7414E+45 4390E404 -1.7417E+45 44155IE+04 1 4 .919 145.10 -1.74140E+45 4390E+44 1M.59 -1.7354E+45 40381E+44 -1.7392E+05 4 26552E+44 14.672 145.10 -1.74140E+05 43916E+44 144.59 -1.735 E +05 48381E+44 -1.73641E+05 40947E+44 1 4 .394 1 4.59 -1.735E+05 48381E+04 1 4 .05 -1.7209E+05 -7.6987E+44 -1.73296E+05 -7.9045E+44 4 1 4 .016 1 4 .59 -1.735 5 5 40381E+44 1 4.08 -1.7209E+05 -7.69N E+44 -1.729 IGE +05 -7.69 M 404 L 143.748 1 4 .08 -1.7209E+05 -7.6987EE+04 143.58 -1.7219E+05 -7.350 E +04 -1.72431E+45 -7.45BE+44 L 143.302 143.58 -1.72195E+05 -7.35B E +04 143.07 -1.7145E+05 -7.0210E+44 -1.71987E+05 -7.22281E+04
} 142.908 143.07 -1.7145E+05 -7.E10E+44 142.5 -L7066E+05 4 79 M +04 -1.71326E+05 .-6.97014E404 j 142.568 143.07 -1.7145E+45 -7.02100E+44 142.5 -1.7066E+05 470M+44 -1.79677E+05 4 7992 E+04 +142.121 142. 5 a.706EE+05 479M+04 142.06 -1.69840E+G5 4483E+44 -1.69941E+05 444011E+44 I 141.650 142.06 -1.69840E+05 4 40340E+44 141.35 -1.6090E4 -6.1215E404 -1.691 E +45 417677E+44
. 141.154 141.55 -1.60901E+05 4 1215EE+44 141.05 -1.68094E+45 -5.8617E*04 -1.6827E+45 -5.91500C+44 ~"] 144.636 141.05 -1.68094E+05 -5.8617E404 140.54 -1.67186E 4 -5.6275IE+44 -1.67357E+05 -5.67160E+44 ' j 148.833 140.54 -1.6710GE+05 -5.6275IE+44 144.03 -1.66254E+45 -5.4220E464 -1.6625E+05 -5.42329E+44
) 138.100 138.65 -1.6445E+05 -5.1383E404~ 137.27 -1.55240E W -4.0083E+44 -1.58377E+05 -5.8339E+04 136.350 137.27 -1.55240E+45 -4.88150E+04 135.89 -1.5151E+45 -4.695EE+44 -1.52092E+05 -4.75969E404 134.600 135.09 -1.5051E+45 -4.6952E+04 134.51 -1. 42OE+05 -4.5448E+04 -1.%464E+45 -4.5544E+44 1132.850 133.13 -1.4160E+05 -4.4200E+44 131.74 -1.32 M +05 -4.2376E+44 -1.3981E+05 -4.38320E+44 I 131.100 131.74 -1.32424E+05 -4.23760E+44 130.36 -1.24252E+45 -4.87960E+44 -1.28634E+05 -4.16432E+44 , 129.350 138.36 -1.24252E+45 -4.07960E+44 128.98 -1.1695E+05 49378E+44 -1.18911E+05 -3.97586E+44 .j 127.608 127.60 .-1.10366E+05 -3.8045E+04 127.64 .-1.18366E+05 -3.8045E+44 -1.18366E+05 , -3.86453E+44 q M
!03i )
- t. - - m __ _ _2 _ _ _ _ , . _ _ _ _ _ _ _ _ _ ,a
. ._. ~ . - - -. - . - - . n.-.. . , _-: -~ ..-.m g,2.5 27pf3l 3 (J":h ~ w TBENMi AT 560' (FFEET (CWT'D) I PHI STRAIN . M TR STRR!N IUWI STRAIN ILIIS MESTMININ AE E1Delf1(Si 8I eI (dog) TDEDI All: 125fH LSEDI (in) i (in/in) (in/in). (in) I
- 145.740 47335E4 -1.0043X-04 8.000 -1.0 M 37E 4 8.IIIIIE+00 145.723 47335E-44 -1.0023E-44 1.688 -1.0030E 94 -1.0041E 4 ILMt -1.657IIE43 l*
- 145.672 4 733 M 46 -9.964 W -45 3.372 -1.802 W 4 -1.00317E4 16.502 -1.655E43 l 145.587 47339E4 486502E-45 5.M9 -1.IIIME-M -1.00124E-94 16.512 -1.6522E-43 l 145.479 -2.7341X-94 -9.7266E-85 6.715 4 ?6744E-95 -9.98391E-85 16.512 - -1.64754E-43 ! 145.319 4 73442E-44 -9.54794E-85 8.368 4'.e40E-85 49E15-05 IL5It -1.64131E-43
, 145.135 -2.73471-04 -9.33It4E-05 10.003 4873ME-45 48993E-05 16.512 -1.6335E-43 144.919 -2.73482E-44 -9.0009E-05 11.618' -9.8218IE 4 4 M702E 4 16.502 -1.6250E-83 li 1 4 .672 4734GE-04 -8.7972E-05 13.210 4 76606E-45 47939E-85 16.512 -1.6161 5 -43 3 144.394 473449E44 448196E-05 14.776 4 70091E-05 -9.737E-95 165I2 -1.6068dE-83 14.006 -2.73391E44 -8.13M4E-45 16.315 464997E-05 467944E-95 16.512 -1.59730E-43 j 4 143.748 -2.7324E-44 -7.75521E 4 17.823 -9.500 5 -05 461926E-05 IL5It -1. 273 E 43 l 143.382 47305E4 -7.3561 5 -45 19.3I0 -9.5354E4 -9.51WE45 16.5R -1.57792E-43 l 142.988 -2.727W E 4 -6.94081E-45 20.744 -9.4923E-05 45130E45 1L5R -1.599E-03 I 142.568 4 724 5 44 -6.51340E-85 . 22.153 4 411X-05 443992E4
-9.4767 E 4 -9.4515E4 16.512 -1.56306E-43 -1.5595E-43 1' 142.121 4 71968E-44 4.0744E-05 23.526 16.512 141.650 -2.71375-44 -5.64702E-05 24.864 4 44642E-05 -9.431K45 1L502 -1.55831E-43 l Q['141.154 140.636
-2.706 M 4 - -5.22592E-45 46978E-04 -4.8349E45 26.164 27.427 44720E4 -9.53311E 4 -9.499 5 45 45025E-45 1L5It IL5E -1.56096E43 1.56812E43 j 140.833 46862E-04 -4.44214E-05 28.787 -9.6413E-45 4 272545 18.353 -1.7595E-43 S 13L100 -2.56276E44 -4.00544E-85 30.301 4 50964E-05 457551E4 21.255 -2.83527E43 ,. 136.350 44632E44 -3.71901E-85 31.543 -9.442 E -05 44768E-95 18. 5 1 -1.73MEE43
- 134.600 43732K-94 -3.53131E 4 32.681 44212IE-05 4 43181E 4 17.458 -1.64661E43 132.850 4 26425-64 -3.43201E-45 33.725 -9.3537E-85 43874K-85 16.761 -1.573E43
$ 131.100 40792E-04 43827E-05 34.687 4I212E4 41875EE-45 16.149 -1.48369E-43 129.350 -1.9185-64 -3.34307E-85 35.574 -B.70440E-45 4862ME-45 15.609 -1.38348E43 127.600 -1'.7772 E 4 429051E-05 36.393 -8.39379E-45 -8,5491E-05 15.130 -1.29348E43 436.912 -4.178 5 -02 1Avt 72wnd srmw = -4179&SE-02/4%ot2 = - 9 68936-06 % eq = (-958% x/cr')(29 &)(/.055) = -2927 pi a . 1 O2 M h l\ .
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~.. - . ~ ~ l.i i E~~ T- ] * *V ' '2B W 3/ ' i fI IO, , .f ' , 70006 AT 420' (FFET { j EE= 5.8%81E+48 lel= 0.17 .j 1 l
- i X HIMRX SI M M STETA M 1.MR X SlHI E STICA M SlHI e X S M TA 0 X 3 COORD COORD i
!t I j 155.N5 1 5 .22 -1.79088E+05 -1.44185E+05 154.71 -1.7900E+05 -1.4285E+05 -1.7900E+05 -1.43370E+05 j 154.971 155.22 -1.7900E+05 -1. 418E+05 154.71 -1.79081E+05 -1.4205E+05 -1.79084E+05 -1.431HE+05 , j 154.810 155.22- -1.79088E+05 -1.4418E+05 154.71 -1.79It0E+05 -1. 4205E+05 -1.79082E+05 -1.42471E+05 J j 154.543 154.71 -1.79000E+05 -1. 4205E+45 154.21 -1.79058E+05 -1.39020E+05 -1,7907X+05 -1.41307E+05 l 154.174 154.21 -1.79050E+05 -1.3982EE+05 153.70 -1.7901E+05 1.3748IE+05 -1.79055E+05 -1.39655E 45 ] L 153.707 154.21 -1.7905E+45 -1.39020E+45 153.70 -1.7901E+05 -1.3748IE+05 -1.79014E+05 -1.37512E+45
! 153.147 153.20 -1.78948E+05 -1.35035E+05 152.69 -1.7886E+05 -1.32481E+05 -1.7893 0 05 -1.34769E+05 ; 152.500 152.69 -1.7886E+55 -1.32481E+05 152.18 -1.7875E+05 -1.2982E+05 -1.78822E+45 -1.31491E+05 ! , 151.773 152.18 -1.78753E+45 -1.29025E+45 151.68 -1.78620E+05 -1.2706E+45 -1.786 E +05 -1.27574E+45 f
- 150.970 151.17 -1.7843E+45 -1.24195E+05 150.66 -1.70280E+45 -1.2122 9 05 -1.78391E+05 -1.23032E+45 i I . 150.099 150.16 -1.78070E+05 -1.18171E+05 149.65 -1.7783E+05 *1.15016E+45 ' -1.78942E+05 -1.17794E+05 j 149.164 149.65 -1.7783X+05 -1.15016E+45 149.15 -1.7756E+05 -1.11779E+45 -1.7756E+05 -1.11870E+05 .
- 148.173 148.64 -1.77257E45 -1.0840E+05 148.13 -1.76920E+05 -1.05071E+05 -1.76948E+05 -1.05357E+45 4 147.129 147.63 -1.765 E +45 -1.01624E+05 167.12 -1.7613E+05 -9.'81230E+44 -1.761 E +45 -9.81848E+04 I 1%.038 14.11 -1.75210E+05 4102E+44 145.60 -1.7495E405 -8.7459E+44 -1.75137E+05 -9.05211E+44 5 144.904 145.10 -1.74140E+05 -8.39063E+44 1 4 .59 -1.73545E+05 -8.03 ale +44 -1.73911E+45 -8.25515E+44 3
143.731 144.08 -1.72890E+05 -7.6907EE+44 143.58 -1.72195E+05 -7.350 E +44 -1.72407E+05 -7.45347E+44 j k 3 142.524 ,142.56 -1.7066E+05 -4.78428E+44 142.06 -1.69840E+05 4.40340E+44 -1.70606E+45 -6.68262E+44 141.204 141.55 -1.6890E+05 -6.12150E+44 141.05 -1.68094E+05 -5.86178E+44 -1.68509E+05 -5.98333E+44-j 140.033 140.54 -1.67186E+05 462750E+44 140.03 -1.66254E+05 -5.42200E+44 -1.66259E+45 -5.42329E+44
- 137.600 '138.65 -1.60455E+05 -5.1303E+04 137.27 -1.55240E+05 -4.88858E+44 -1.56487E+05 -4.9439E+44 135.100 135.89 -1.50518E+05 -4.6952E+44 134.51 -1.4620E+05 -4.5 4 E +44 -1.48048E+45 -4.60914E+44 132.600 133.13 -1.41685E+05 -4.42003E+44 131.74 -1.32424E+45 -4.2376EE+44 -1.38154E+45 -4.35047E+44 l 130.100 130.36 -1.24252E+05 -4.07961E+44 128.98 -1.16955E+05 -3.'93785E+44 -1.22877E+05 -4.05289E+44 l 127.600 127.60 -1.10366E+05 -3.8045K+44 127.60 -1.10366E+05 -3.80453E+44 -1.10366E+05 -3.80453E+44
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; 15.500 -2.67651E-44 -1.72924E-04 23.800 -1.88ME4 -1.8905E-44 5.755 -5.85815 43 ! 151.773 -2.68486E44 -1.66276E44 5.787 -1.8783E44 -1.87741E-04 5.755 -5.82302E43 . 150.970 4 69374E-04' -1.50579E44 29.533 -1.05499E-04 -1.8657E-04 26.755 -4.98358E43 i 150.999 -2.7E9E44 -1.4972E-04 32.117 -1.83012E 4 -1.8451E 4 26.755 -4.94833E43 j 149.164 -2.71211E-44 -1.39725E + 34.542 -1.8199E-04 -1.82900E + 26.75 -4.89349E43 -148.173 -2.7204 5 -44 -1.28764E44 36.810 -1.8MI2E44 -1.8110E-04 26.755 -4.84532E43 4 147.129 4 7275X-04 -1.16730E44 38.930 -1.78337E-04 -1.79269E-04 5.75 " -4.79635E 146.838 -2.73262E-04 -1.03911-04 40.906 -1.76520E 4 -1.77431-04 5.755 -4.74721E-83 144.904 -2.73482E-04 -9.0637 1 -05 42.747 -1.74877E44 -1.757tE-44 5.755 -4.70092E-43 ]4 143.731 4 73241E-04 -7.73614E-45 M.62 -1.73 42E-04 -l.74169E 4 26.755 -4.6599EE43 ! O, 142.524. -2.724eIE-04 -6.E99145 46.057 -1.72381E-04 -1.72921E-44 5.755 . -4.62651E43
-2.7084E-44 -5.33471 45 47.542 -1.71734E 4 -1.72057E + 26.755' -4.'60339E-43]4 V'? . 141.284 148.833 468620E-44 -4.44214E-45 48,905 -1.71750E-04 -1.71746E + 5.393 -4.53289E43 137.600 45329E-04 -3.9105E-45 49.826 -1.6415E-44 -1.6795E-44 19.15 -3.21237E43 135.100 43904E-44 -3.5798K-45 50.692 -1.5795E-04 -1.6105E-44 19.259 410179E43
. 132.600 .-2.23671E-04 -3.42432E-05 51.483 -1.5020E-44 -1.54002E44 . 18.906 -2.91307E43 130.100 -1.9848E-04 -3.3595 1 -45 52.2M -1.36503 44- -1.43358E-44 18.588 46647E43{ 127.600 -1.7772E44 42905tE-05 52.863 -1.2497E-44 -1.30739E-04 18.303 . -2.39291E43 642.165 -1.07517E41 j avs. wma % = -t,07sr7&ot/602.tw = -i.76Ss2 -o+ % 5 0; *(-/.1856x/ORQr/O')(/,058) = -5+5Bfd 1 1-
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*1 -i ee RND AvdA%G. 7EN.%J M6SS GJfAskSG-. i f78/9 + 2(~7??S) + 2(7750) + 2('?iWS) + 2(7S75) +2(7%5b)
+2(73/S) + 2(7/30) + 2(4154) + 2(4668) + 2(65/5) + 2(59ac) ,J. +2(6+ss) + 2(MSB) + 2(4590) + 2(1720) + 2(2127)] + 55 i = 6293 psi n 8.ff55 - 6e 6 k 1- ) { (44w & W -f*M D.Z Ref(z), /'/8./-i+ AMs & )
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> VD@@ 0% & PRR_C%MMNV @MCQR@. DOROT QESTRO1- --~ ~___ _ _. .Lu .
. . - . _ . - _ - _ -_ _ ._ _ T-~IDENTIFIER PAGE SU JECT {} j n l Gilbert / Commonwealth
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- 8. 3 V.ri,e = 78. 7 kys i
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} . .fain = /016 " - 78 " = tooo k &s l i GAI-446 7-84 PROPRIETARY INFORMATION OF GILBERT / COMMONWEALTH - FOR INTERNAL USE ONLY 'I VN98 OS A PM@eM1M7 RfCORD_ D0307 DEILROJ
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? ! ENCLOSURE 2( 1 l i l t 1 i i i i i i i 1
) -1 i l 41 i l 1 I
f . _ _.._ _ ._. _ . _ _._ -.- . - . - . - . _ l . ! 's r , 1 PO"!!ER AND INDUSTRI AL SYSTEMS DIV1510N - READING '# ' ' b [ PROJECT: DESIGN VERIFICATION RECORD 4 V. c . Su m m e e 3rn rio n
$UBJ ECTs (Ql') 72000as SECTION NAME AND NUMBER 57~Ruc.r uit A L JR6 1At fo. XEc00 es r o4 /4-W.O.04-Sfo50 - 3e8-Y. EUl onioiwaren TO Al E l/3A/f V enoncT cucineen f I l l THIS DOCUMENT CONTAINS PRELIMINARY DATA / ASSUMPTIONS. ; NO YES P A GE(5) l , i A COMPUTER PROGRAM WAS: NOT USED USED (CERTIFIED PER CAM) USED (NOT CERTIFIED-TO BE VERIFIED WITH CALCULATION)
! PROGRAM SYSTEM NAME R E V. REV.(1) (4) (2) (5) f (3) (6) VERIFICATION PACK AGE (IDENTIFY EACH ITEM) R E V, R E V. DOCUMENTS TO BE VERIFIED _ (1) bdl2. /d /$ . S ~__ O (4) l (2) (5) j / (3) (6) SUPPORTING DOCUMENTS R E Y. Ry (1) [z/a. /,// # __
# (7)(2) bd- [ww<//me4 m /f (8) (3) _ (9) (4) (10) (5) (11) . - (6) (12) hrt . _ , 7l2E/A7 dave y onioin Aron s siong, _B_] NO VERIFICATION REQUIRED PER DCP 2.05: R E ASON: A//N i VERIFICATION REQUIRED (CNECK METHOD (5)): l ' DE51GN REVIEW X ALTERNATE CALCULATION QUALIFICATION TESTING IDENTIFICATION OF VERIFIER /ViniFiCATiGW TE' #M 1
; ,,p een ONom o,-n., ,4n e 7/27/e7 - are L - -o A. . .. '* . _ - _ . _ _ - - - . . . . . _ ., _ _ . .._n,-- . ____3____
r j . s < C. CONCURRENCE WITH SELECTION OF VERIFIER (5): 7/zp/8'? ion u AKAcen s sion A,.;ne > oA,e D. EXTENT OF VERIFICATION- * , I lke?L, ahorsu / e9ua b o As . cle d.,,'hoJ.s . resee >r ee s. { // / '
/ /i 1 i
= ! RESULTS OF VERIFICATION: , & feofalrEns 6 /' o LL ll t n a r*ofe r- aee .St)I e:L klt -fu & ,6fe-doJ oo<x,,se 2% 8,<-L L . Hese eJc.,/aL hh'F4'. Ge of e Yetfe Y FL % $ L m e fe r $ QI f NS$ /H}' resAce to esse s Ms . ' 7 /a A le u /a K s do it, !ce ked 'ue f: a:, .s e f twie a la f,as oi>wra4/sJ kiKGd kv/o's.sL s.c useH e8 som a /oi%e < >ni72<,/
/A2Ce4Ku 4 bA $6 H Y fa fke Wh*Cb6 1.\ \ l 1 _ l i b i I 1 l j ATTESTATION: j THl5 DE$lGN VERIFICATIOrg WAS PgRFORMED IN ACCORDANCE WITH DCP 2.05.
.hlJAj$A>>n '7b8 87 6A,e ~3 ve'nirien s sion A,une / .I J p II I E. COMPLETION OF VERIFICATION: M Y/2Bf87 p ..o...,. o, .... a A, ..
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; V{ PROPRIETARY INFORMATION OF GILBERT / COMMONWEALTH . FOR INTERNAL USE ONLY r.AI 446 7-84 i VNOS 03 a P22mMENT afcomo .Do K07D25720X ,
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. , , . _. _ _ .a _ _. .a_ _ . _ . _Z _ ~ Z- - 7 1 - ja 1 i i 9 s 3o '. C. SUMER TENDON FORCE PREDICT 10N / NON INTERACTION LDSSES / DATE 194n s5 RLE . CODE I* 1 8 4 4}i :
..S...........E....S.. ..... ....S... .....S.82.......E.S.... 3...z................................E.............I fENDON D 187 !NITIAL CONC. STRESSIPSI) **** 1628
. DRIGINAL FORCES (KIPS) SHOP 1481 FIELD 1461 AVERAGE 1431 i STRESS SEGUENCE 11 0F 33 TOTAL ELAS. SHORT. LOSS 96.01 4 .s..s.....s.as.................s.................................as..z............a...........................a......l INDIVIDUAL LOSSES (FORCES IN KIPS) ) . . . . . . . . . . . . . . - . . . . . . - . . . _ _ _ _ _ . . _ . . . PREDICTED FORCES (KIPS) l STRESS RELA!. CREEP SHRINKAGE TOTAL T O T AL ------------------- ] INSPECT. ELAS. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - FORCE PERCENT BASE 951 BASE 981 BASE
- j. PERIOD SHORT. I FORCE SP. CR. FORCE a in/in FORCE LDSS LDSS
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- 1. 1 e5.3 5.451 78.8 0.893 36.5 18 2.4 182.2 12.73% 1249 1196 1124 l'
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}* 28 e5.3 7.781 118.2 0.178 69.B 24.5 5.9 251.2 17.56% 1188 1121 1862 25 65.3 7.98% 113.8 0.165 72.5 26 6.3 257.2 17.97I 1174 1115 1856 38 65.3 a.851 115.2 8.193 75.7 27.5 6.7 262.9 18.371 1168 1118 1851 ) -5 65.3 0.281 117.3 0.2 78.4 28.5 6.9 269.8 18.731 1163 1185 1847 1 48 e5.3 B.35% 119.5 8,2837 79.9- 29.5 7.1 271.8 18.881 1159 1101 1843] -. l I _ k e p h $ 5
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]NDIVIDUAL LDSSES(FORCESIN KIPS){ ' PREDICTED FORCES (K!PS) j STRESS RELA!. ' CREEP SHRINKAGE TOTAL T OT AL ----------------------
! INSPECT. ELAS. ---------------- ---------------- - - - - - - - - - - - - - -FORCE PERCENT BASE 951 8ASE 911 BASE PERIOD SHORT. I FORCE SP. CR. FORCE e in/in FORCE LOSS LDSS j assassansan33............. : ......... 333 :: ................................. 333 .................. .... ..... i 1 73.8 5.451 79.3 8.1 39.4 5.5 1.3 193.1 13.271 1262 !!99 1136 j 3 73.1 6.881 67.3 a.122 48.1 8 1.9 218.3 14.451 1:45 1182 1128 j 5 73.8 6.35% 92.4 B.139 54.8 18 2.4 222.6 15.381 1232 1171 1189
? 10 73.8 6.951 181.1 8.161 63.5 13.5 3.3 240.8 16.55% 1214 1153 1993 i 15 73.8 7.33% 116.2 3.184 72.5 16 3.9 255.6 17.571 1199 !!39 1879 20 73.8 7.731 112.8 8.2 78.8 17.5 4.2 268.1 18.42% 1187 1128 1668 , 25 Ua 7.991 114.9 a.212 83.6 19 4.6 276.1 18.971 '1179 1128 1861 l, 36 73.9 8.351 !!7.1 3.222 87.5 28 4.8 282.4 19.411 1173 1114 1955 L/ ~5 U.3 8.281 119.3 8.231 91.1 21 5.1 288.4 19.821 1167 1188 1354 ! 48 ' 73.8 8.35% 121.5 B.2394 94.4 22 5.3 2'4.2 20.221 1161 1193 1t35 I l a[/cf [.f- 0.l1,
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TENDON V 22 IN171AL CONC. STRESS (PSI) e+++ 658 i [ ORIGINAL FORCES (KIPS) ,Sh0P 1461 FIELD 1461 AVERA6E- 1461 I j STRESS SEBUENCE 1 0F 39 : TOTAL ELAS. SHORT. LDSS 39.81 i .............................................. ... ..... .........................................................
$ INDIV100AL LDSSES(FORCESINKIPS) i . .. ...... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - -PRED1CTED FORCE!-(K1PS) STRESS RELAI. CREEP SHRINKAGE TOTAL T OT AL ----------------------- j INSPECT. ELAS. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - FORCE PERCENT BASE 951 BASF 911 BASE j PERIOD SHORT. I FORCE SP. CR. FORCE ain/in FORCE LOSS LOSS i 1 38.8 5.451 79.6 0.134 21.3 5.5 1.3 141.1 9.661 1320 1254 1188 3 30.8 6.831 87.7 8.163 26.8 8 1.9 154.3 10.561 1307 1241 1176
) 5 38.8 6.351 92.8 8.186 29.6 19 2.4 163.6 11.281 1297 1233 1168 j 18 38.8 6.951 181.5 0.215 34.2 13.5 3.3 . 177.8 12.171 1283 1219 1155 l 15 38.8 7.331 106.7 8.245 39.0 16 3.9 188.3 12.891 1273 1289 1145 28 38.8 7.781 112.5 8.267 42.5 17.5 4.2 198.5 13.551 1263 1288 1137 I 25 38.8 7.981 115.4. 9.282 44.9 19 4,6 213.7 13.941 1257 1194 1132 8.051 117.6( 38 38.8 1.297 47.3 20 4.8 298.5 14.271 1252 1198 1127
\ 35 38.8 8.201 119.8 8.399 49.2 21 5.1 212.9 14.571 1248 1186 1123 44 38.8 6.351 122.8 3.319 56.8 22 5.3 216.9 14.851 1244 '1182 1120 ; I I ihefit./ l[ 02/ A p f es h B
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] .l 4o 1 ENCLOSURE 3 ( 'O4
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.u axma.w.r. : - .=- ; . ., ,. ._b /* ENCLOSURE 3 if L Page 1 of 2 , Question 3: I For each tendon surveillance, provide more information with respect to its
- i detensioning and retensioning, specifically the hydraulicjack gauge pressure ,
j reading, the j,acking force and tendon elongation recorded respectively at lift-t off, at 0.8 f's and at 1 kip / wire or at other equivalent conditions together with the number of effective wires in a tendon and the length of the tendon. The
- information as presented in special report 85-021 is not sufficiently detailed
} forthe staff to assess the acceptability 6f the requested technical specification
- . changes. The information being requested should contain all the pertinent
;. data ranging from the initial tendon installation to the most recent .j surveillance. L i
Response
9 Page 2 of Enclosure 3 presents the' data in tabular form in response to Question 3. The tables present the original stressing as well as the 9 retensioning data for all tendons that were detensioned during the first three i 1 tendon surveillance.
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