ML051450609
| ML051450609 | |
| Person / Time | |
|---|---|
| Site: | South Texas  |
| Issue date: | 07/19/2002 |
| From: | Chakrapani Basavaraju Bechtel Corp |
| To: | Office of Nuclear Reactor Regulation |
| References | |
| 0PGP04-ZE-0309, Rev 8, 2343S-300 RC5035-P-200 RD | |
| Download: ML051450609 (138) | |
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OPGPO4-ZE-0309 lRev./Y I Page of Design Change Package Z7 U03 Form 5 Document Change Notice (DCN)
Page 1 of I
DCP No.: 98-19444-2 Supp.: 0 Page of DCN No.: 0000065 Page 1
Of f 3s DOC No.
RC5035 SHT.
REV.
5 ORITY I DOC YES 5 NO [
ESCRIPTION OF CHANGE:
AFFECTED uNrr 0 o a
1 0 2 0 BOTH Bechtel Calculation No Rev RC5035-P-200 1
The existing feedwater line for loop B inside containment has been redesigned & reanalyzed in conjunction with the replacement of steam generator 'B for unit-2.
Supplement the existing calculation 2C1 59RC5035 Rev. 5 with the DCN 0000065, analyzed for the unit-2 system.
,51A Add pages 4' thru l35of this DCN to the existing calculation.
There is only one outstanding amendment (DCN SC00163) against the design calculation RC5035. There is no impact due to this DCN which was issued only to incorporate the current revision of documents.
Additionally, DCN 9800858 directing the use of water hammer results of Calc. # 0006436 Rev. 0 applies to the existing (Pre-SGR) configurations wE~s~
iOP.A..oOU.LO ES-O.oTE RoWE D5AT7/oo DAEREVIEWER DATE ri
DCP No. 98-19444-2 Supp. 0 Page of DCN NO. 0000065 PAGE3 2 Of /3 S!
Calculation No. 2C159RC5035 Rev.
5 Page IA List of Effective Pages 0
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- 435
CALCULATION SHEET PROJECT STP-SGR JOB NO 2343S-300 JECT EVALUATION OF MPW PIPING SYSTEM DUE TO SGR (UNIT 2 LOOP B)
CALC NO RCs035 ORIGINATOR C.BASAVARAJU DATE SHEET NO SHEET REV
.5 DCP# 98-19444-2, SUPP. 0 page of DCN# 0000065 Page 3 of 15St TABLE OF CONTENTS 1.0 OBJECTIVE/SCOPE 2.0 DESZCN INPUT 3.0 METHOD OF ANALYSIS 4.0 SMMARY OF RESULTS 5.0 REFEREES 6.0 ASScJMPTIONS/OPEN ITEMS 7.0 CALCULATIOPJS
- 8. 0 CALCULATION RESULTS AND CONCLUSIONS 9.0 CCIPUTER ANALYSIS PAGE 4
4-5 6
6 7
8 9
10-16 17 ATTACH ENTS
- 1. ME101 INPUT LISTINGS Weight, Thermal, Seismic & SAM runs Water hammer r=n Jet Impingement run LOCA Run
- 2. PIPE SUPPORT LOADS Weight, Thermal, Seismic & SAM runs Water hammer run Jet Impingement run LOCA Run
- 3.
IEWL St-ress Summary
- 4. STRESS XSOMETRICS Design Iso (existing portion) 2C369PFW433 7 AER IJo (existing portion)
Stress ISo (new piping)
- 5. LOCAL STRESS EVALUATIONS FOR IWAs
- 6. EVALUATION OF GENERIC IWA CALCULATION
- 7. FLUEDHEAD PENETRATION LOADINGS AND EVALUATION
- 0.
OTnER INFURMATION
- 9. MICROFICHE FILES LOG File # 1, Computer Output: FZEYJBnLIxY (MFWBSU2.OUT)
File # 2, Computer Output: WATER KAHMER (MFWBIWU2.OUT)
File # 3, Computer Output: JET IMPINGEMENT (MFWBJU2. OUT)
File # 4, Computer Output: LOCA (MFWBLU2.OU7r)
I'S -151 ilo -
115' I I6 III? -Ij21 12-2--134--
135
CALCULATION SHEET PROJECT STP-SGR NO _23438-300 3JECT EVALUATION OF MFW PIPING SYSTE1 DUE TO SGR (UNIT 2 LOOP B)
CALC NO RCS035 ORIGINATOR
- c. BRASAVARAIu DATE SHEET NO SHEET REV
_5_
DCP# 98-19444-2, SUPP. 0 page of MAC# 0000065 Page 4 of 35 1.0 OBJECTIVE/SCOPE The purpose of this attachment iB to review the latest design drawings, all open amendments, piping and support deviations -
especially unit-2 support stiffnesses, and routing change due to the relocation of the steam generator main feedwater nozzle resulting from unit-2 RSG, against unit-I RSG analysis and to reanalyze or reconcile the results for unit-2.
2.0 DESIGN INPUT Most of the input data for unit-BSG In also applicable to unit-2 JRSG and hence is not repeated here for simplicity. Only unit-2 specific pipe support stiffness data is listed here. major design
-input data such as Input LOCA time history functions, response spectra & SAM movements, thermal movements of the RSG nozzle, and Water hammer input forcing functions for unit-2 are the same as for unit-l. (Refer to UI DMN # 9704761)
CALCULATION SHEET PROJECT STP-SGR JOB NO 23438-300 JECT EVALUATION OF MPW PIPINS SYSTEf DUE TO SGR (UNIT 2 LOOP B)
CALC NORC5035 *-
ORIGINATOR C.BASAVAPRAJU DATE SHEET NO _
SHEET REV DCP# 98-19444-2, SUPP. 0 page of DCN# 0000065 Page 5 of 13 5 2.1 PIPE SUPPORr DATA SMMRY 1I Node I Tag#
I Support I DIRECTION COSIzES IStiffness Sup Coap ;
I*** I 2ype I
WIX I W/Y r
W/Z I Kips/in I Wt. (LB) I 1'
l~
1 1
I I
1 D ooi lSMCR cjAcbor1 I
I
- I ll 007 lHL50166 IRigid l 0.927 10.0001-0.3751 1859 l
0 I
11 009 IBLSOZ5 jspring I 0.000 11.0001 0.0001 I
so I
ll 011 IL5014 lRigId 1-1.000 10.0001 0.000l 662 l
902 1
q 011 IHL5014 lRigid 1-0.242 10.0001-0.9701 1470 l
I l 014 IRL5013 IRigid 1-0.975 l 0.0001-0.2231 3208 1133 11 1 014 IJM5013 IRigid 1-0.540 10.0001-0.8421 1444 1
II l 027 IZLS012 ISnubberl-0.469 10.0001-0.8831 757 I
150 I
j 040 ISROOO1 ISpring I 0.000 11.0001 0.0001 120 1
1 042 IHLS009 ISnubberl 0.000 11.0001 0.00°l S98 I
11 1
13 IHLD008 jspring I 0.000 11.0001 0.0001 I
120 11 1 050 IRLSOO1 ISnubberl 1.000 10.0001 0.000° S72 l
900 1
1 055 lIS 002 ISnubberl 0.464 10.0001-0.8821 1148 1
491 11 11 080 IHL5003 ISnubberl 0.000 10.0001 1.000i 1100 I
850 11 ll 085 1HLS006 Rsigid I 0.000 10.9971-0.0731 560 II L 095 I5s0004 Ispring I 0.000 11.0001 0.0001 I
150 11 G 95B IHL5004 IRIgid I 1.000 10.0001 0.0001 SS3 1
11 I
10A 1XL5011 )Rigid I 0.000 10.0001 1.0001 1554 l
250 1
1 110 lPEN *7 IAnchor I
I I
I toI
- I New New New New New New Notes:
- SR CL modeled as rigid anchor (SG center line)
- Fluedhead Penetration M7 modeled an anchor with the following translational & rotational stiffnesses. (Ref. 5.1)
AAu6.4E6 lb/in; AB-6.4E6 lb/In; AC=6.4E6 lb/in ARA-7.45E9 in-lb/rad; AR.B-7.45E9 in-lb/rad; ARC-7.45E9 in-lb/rad
- Prefix for pipe support tag# : FW-2014-
CALCULATION SHEET PROJECT STP-SGR
>0l>
JOB NO 23438-300 BJECT EVALUATION OF MFW PIPING SYSTEM DUE TO SGR (UNIT 2 LOOP B)
_.T SELC NO RC5035 ORIGINATOR
- c. 8ASAVAAY DATE SHEET NO SHEBET REDV
- §:
DCP# 98-19444-2, SUPP. 0 page of DCN# 0000065 Page 6 of /2*'
3.0 METMOD OF ANALYSIS The stress methodology used for unit-2 RSG is the sane as that of unit-l. (Refer to U1 DCN # 9704761) 4.0
SUMMARY
OF RESULTS The rerouted main feedwater piping system due to steam generator replacement was stress analyzed and meets the ASME Code and other requirements and is acceptable.
CALCULATION SHEET PROJECT STP-SGR JOB NO 23438-300 JJECT EVALUATION OF MFW PIPING SYST:Mf DUE TO SGR (UNIT 2 LOOP B)
CALC NO RC5035 ORIGINATOR C. BASAVARAJU DATE SHEET NO SHEET REV 57 DCP# 98-19444-2, SUPP. 0 page of DCN# 0000065 Page 7 of /35 S. 0 REFERENCES 5..1 STRESS ANALYSIS FOR FEEDWATER UP'.W" SYSTEN FROM STEAM GENERATOR 1B THRU FW-1014-GA2 TO PENETRATION M-7, CALC NO. 2C159RC5035 REV. 5 5.2 HDRAULIC TRANSIENT ANALYSIS OF FEEDWATER LINE BREAK IN CONJUNCTION WITH CHECK VALVE SLAM, CALC.# 5S139MC5668 REV. 0 (DCN# 0000071) 5.3 NE0lo Linear Elastic Analysis of Piping--------------
--- VersIon N5 5.4A ASME B&PV CODE, SECTION III, DIV. 1, 1974 INCLUDING W75 ADDENDA 5.4B ASME B&PV CODE,SECTION III, DIV.1, 2980 INCLUDING W81 ADDENDA 5.4C ASME B&PV CODE,SECTION XI, 1980 INCLUDING S83 ADDENDA.
5.5 RE-EVALUATION OF PENETRATIONS MS THRU M8, CALC. NO. 2L469RC9962 REV. 2 5.6 RCQ Digitized Response Spectrum, Bechtel Calc. # RC1425 Rev. 2 5.7 Seismic Analysis of RCB, Brown & Root CalC. # C040-9A 5.8 Westinghouse Input Information a)Feedwater Nozzle Design Loade (MFW nozzle)
Westinghouse Design Specification #414A21 Rev. 0 p.
99 of 273 b)RCS LOOP Bnalysis -Displacements for D.W., Thermal, seismic, LOCA Westinghouse letter
- WP-BEC-SGR-97-051 from S.A.Palm to R. Beck, Dt. June 27, 2997 c)TCX RCZ LOCA Time History Displacements, Westinghouse letter #WP-BEC-SGR-97-067 from S.A.Palm to R. Beck, Dt. July 18, 1997 d)STP2 SGR-Confirmation of Stress Calculation Input; Westinghouse letter (dated June 28,2000)#WP-BEC-STP2-SGR-00-011 from S.A.Palm to R.A.Eeck.
e)Unit 2 RSG Subcompartment Pressurization Analysis, Letter #
ST-NOC-WN-000018, Dt. November 29, 1999 from M.E.Kanavos to S.Palm.
5.9 Bechtel Calc. No. CC06415 Rev. 0, DT. 07/25/97 -
Reconciliation of reactor Building Seismic Analysis Due to Steam Generator Replacement.
5.10 Piping Isometrics (See Att # 4)
Design Iso (existing portion) 2C369PFW433 7 ARR Iso (existing portion)
Stress Iso (new piping) & DCN No. 0001945 (DCP No. 98-19444-2) 5.11 Piping Stress Analysis Criteria, 5ZOlORQ1002 Rev. 8 Guidelines for Pipe Stress Analysis and Support Design, PED-023 Rev. 4
.00 5.12 Unit-l SCR Stress calculation DCN #9704761 S 13 j
N o * °oo34.59, CkLe-MCZZ4 Pv Ao PRO gLt PJO.
W -07
CALCULATION SHEET PROJECT STP-ScR JOB NO 23438-300 3JECT EVALUATION OF MFW PIPING SYSTEM DUE TO SGR (UNIT 2 LOOP B)
CALC NO RC5035 ORIGINATOR C.BASAVARAJU DATE SHEET NO SHEET REV S-DCP# 98-19444-2, SUPP. 0 page of DCY# 0000065 Page 8 of /.3 5 6.0 ASSUMPTIONS IOPEN ITEMS 0
CALCULATION SHEET PROJECT STP-SGR JOB NO 23438-300 J3CT EVALUATION OF MFW PIPING SYST=5 DUE TO SGR (UNIT 2 LOOP B)
CAULC NO RCS035 ORIGINATOR C.BASAVARJU DATE SHEET NO SHEET REV 5
DCP# 98-19444-2, SUPP. 0 page of DcNq# 0000065 Page 9 of /35 7.0 CALCULATZONS 0
CALCULATION SHEET PROJECT STP-SGR
.OB NO 23438-300 3JECT EVALUATION OPFw PIPINc SYSTm DUE To sCR (UNIT 2 LOOP B)
CALC NO RC5035-RIGINATOR C.BASAVARAJ DATE SHEET NO SHEET REV 5
DCP# 98-19444-2, SUPP. V page of DCN# 0000065 Page 10 of /35-
- 8. 0 CALCULATION RESULTS AND CONCLUSIONS 8.1 ME101 Input Listing:
Attachment #1 contains the input listings for the melOl analysis.
8.2 Piping Stresses:
All stresses are within the code allowables. (See Section 8.14).
8.3 Fluedhead Penetration loads:
The revised loadings on fluedhead penetration M-7 are summarized in section 8.15.
These loadings are not significantly different from unit-I SGR results (any increases are less than lot) and hence are judged acceptable without any further evaluation. (Refer to UI DCN # 9704761) 8.4 Equipment Nozzle Loads The loads imposed by the piping on the replacement steam generator 0
feedwater nozzle are summarized and compared with the allowable nozzle loads. (see section 6.16).
These loadings are not significantly different from unit-I SGR results (any increases are less than lot) and hence are judged acceptable without any further evaluation.
The nozzle loadings are submitted to Westinghouse for acceptance.
(See Attachment# 8).
8.5 Floor and Wall penetrations:
The displacaments at floor and wall penetrations are summarized, These displacements are considered to be acceptable as the differences between Unit-l SGR & unit-2 SGR results are not significant(See section 8.18). (Refer to Ul DCN # 9704761) 8.6 Branch connections:
The piping movements for the scall pipe connections are summarized (See section 8.17).
8.7 Valve Acceleration and End Loads:
There are no valves within the boundaries of this stress problem.
CALCULATION SHEET PROJECT STP-SGR 7Eil~rJOB NO 23438-300 JCT EVALUATION OF MPW PIFPG SYSTE M
DUE TO SCR (UNIT 2 LOOP )O CALC NO RC5035 ORIGINATOR C.BASAVARMU DATE SHEET NO SHEET REV 7
7 DCP# 98-19444-2, SUPP. 0 page of DCN# 0000065 Page 11 of '35 6.0 CALCULATION RESULTS AND CONCLUSIONS (cont'd.)
8.8 Support Information:
Pipe support loads and other information were provided to the pipe support group for design, evaluation, and any modification. (Attach.#2) 4 new supports were added on the new section of the pipe (3 rigids, &
1 spring hanger).
8.9 Welded Attachments:
The local stresses at welded attachments are judged acceptable.
The general piping stresses and support loadings at the welded attachments are not significantly different from unit-l SCR results (any increases are less than 10t) and hence are judged acceptable without any further evaluation. (Refer to U1 DCN # 9704761)
Similarly, the impact of revised loads on the generic IWA calculation is judged to be not significant.
8.10 Flanges:
There are no flanges in this st-rese problem.
8.11 RELB Criteria:
The combined eq. 9-B and eq. 10 stresses meet the high energy piping criteria. No intermediate pipe break locations are Identified. (See Attachment #3) 8.12 Functional CapabilSty:
Per reference # 5.11, this system is not an essential system and therefore does not require functional capability evaluation.
8.13 Conclusiont As shown by the stress analysis evaluation, the revised feedwater piping system due to the steam generator replacement is acceptable.
CALCULATION SHEET PROJECT STP-SGR SHEOB NO 23438300 JECT FW-PIP!NG FROM S.G. 2B TO PEN. M-7 CAODC NO RC5035 ORIGINAbTOR C.BASAVAR.AJU DATE SEIEET NO
.SHEET REV 25f DCP# 19444-2, SUPP. 0 page of DCOJ# 0000065 Page 12 of /3 8.14 Ptpe Stress Summnaz' D
STRESS SMMY 1I 1'
'1 NODE POINT STRESS EQUAT 95B EQUATION 8 95B EQUATION 9B 95B EQUATION 9D 008 B EQUATION 9D 95B EQUATION 9D 007 EQUATION 9D 100 B EQUATION 10)
(Ui (Fj (F
(FA (F.
Ili PSET)
UL TED w/S.
UL TD w/w
.ULTED JET,
&ULTED LOC
-FXD: G02108/C01414/C02938 / G02213 ASME-SEC 111-74 CALCULATED ALLOWABLE STRESS STRESS STRESS (PSI)
(PSI)
RATIO 6620.
15000.
.442 8440.
18000.
.469 SE) 9816.
36000.
.273 ut.haner) 35608.
36000.
.989 10417.
36000.
.289 A.):
11583.
36000.
.322 19839.
22500.
.882 REMARKS O.K.
O.K.
O.K.
O.K.
O.K.
O.K.
O.K.
CALCULATION SHEET FFW-PIPING FROM S.G. 2B TO PEN. M-7 PROJECT STP-SGR JOB NO 23438300 ORIGINATOR C.BASAVARAJU DATE CALC NO RC5035 SHEET NO SHEET REV 5
DCP# 98-29444-2, SUPP. 0 page of DCN# 0000065 Page 13 of /35 8.15 Penetration Load Summary III ll SECTION 8.15 PENETRATION LOAD
SUMMARY
11 I _
NODE NU:ER: 110 EQUXPNEWT ID: PEN M-7
- COSAX, COsax,
- Coscx, COSAY,
- COSBY, COSCY, COSAZ:
COSBZ:
COSCz:
1.000 0.000 0.000 0.000 2.000 0.000
- 0. 000 0.000 2.000 tLOAD I
NOZZLE FORCE (LBS) l NOZZLE MOMENT (Fr-LBS)
J llCASE I
FA I
FB I
FC I
m I
MB I
MCII
- 1.
I I
- I I
I I
IITRM2 llwTw 11mm IITHRIV II TIMM4 l1 TmRs IMMr
-~a I TmIRN ISAM1 I SAM2 l SSISAI r-tSE nSA2 1I2'XMBX D=T ILOCA i
i i
447-1
-39185.1
-281634
-229484
-3657r1
-40608ri
-254 82..-
2472..]
18509,.
247.2,,I
-40608.]
33724 6045..
267124 4816e1 259184,-I 3143..l 985.J
-228a0<j 1094.t 127. 1
-1208-4
-2024-4 12229
-1084e
-2562 I
-806.,
1219(1
-2562.4 S8-I 108(1 2220-.1 3271.]
8282 -
98..
423,!
18A 91954 rj 13793-1 6393.-I 1873.
19846r]
12488.1
-11084
-5531. 1 19846.1
-1102oh 3034.r 5223.-r 654-1 1233,1 18765..
310,1 S04,!
208341
- 6508..
-12026-.0
-272664
-21085-ri
-5928.
-1212224
-23594.]
-7400,I 0.1
-235$4. 1 867 1771-1 4268r 1 8278,4 78992.
1 023--1 3842.1 -50469 -
-35853-.
-15677(1
-3354 -e
-52355-
-322974 4774.]
-2287,I 4774_ I
-52355.. 1 24110.]
41359.4 992I 18654 33663...
8221 815...8IE
-5053.4
' 212094 238731 3745,il
-2441-rl 22156-11 22088.4
-6521 4
-14412,1 2215,. I
-652A-t 824 ri 215154 22484c-32929 4 59819341
.145.1 2838.11
=
CALCULTION SHEET PROJECT sPsGR JOB NO 23438300 JECT 1W-PIPING FROM S.G. 2B CALC NO RC5035 ORIGINMTOR C.BASAVARAJU DATE SHEET NO SHEET REV DCP# 98-19444-2, SUPP. 0 page of DCN# 0000065 Page 14 of /35 rr r
1l ll SECTION 8.16 EQUIPIMT NOZZLE LOAD SMMARY II Itl_
NODE NUBER 1N02 EQUIPMENT ID.:
FW NOZZLE COSAX, COSAY, COSAZ :
-0.875 COSBX, COSBY, COS3Z :
0.000 COSCX, COSCY, COSCZ : -0.485 0.000
-1.000 0.000
-0.485
- 0. 000 0.875 a
ELOAD I
NOZZLE FORCE (LBS)
I NOZZLE MOMENT (FT-LBS)
If nICASE1 FAI FBI PC l
I MB mcf C I
I _
I I_ _11_
bl I
I jjN~Tl ll TmzmP 1 C5 I C6
. 1 TIM1 IOJET LOCA iIIIIIII 47.
9433.1 0.1 4101.1 6498.1 19721.!
153.!
135981 118. i 0.
-4949. I 6218.1 12329.1 142282.1 325.
18831.
-55.
0.
-13563.
5724.
9117.
21646.
159.
23699.
-178.1 432.1 1461.jj 0.!
49462.1 0.11
-108710.1
-11371.1 -116580.11 29297.1 27733.1 28591.11 46693.1 44249.1 52941.11 45948.1 99584.1 478088.11 203.1 696.!
1244.-
21574.1 82764.!
52616.0 I
I I
d iJ llLOAD l ALLOWABLE FORCE (LBS) l ALLOWABLE MOMENT (FT-LBS) ll llCASE FA l
FB l
FC MA lI MCf1 1'
I-I I
II I -I UWT1 I
6000.1 16800.!
16800.!
30000.I 57000.i 57000.U THRRMP I 11000.1 50000.1 14000.1 325000.1 159083fl 291667.4 0D7M I 11000.!
50000.1 14000.1 125000.1 159083,.!
291667,0 UCS 1
48000.1 36000.1 36000.1 110000.1 144000.1 144000.D HC6 1
92400.1 84000.1 84000.1 170000.1 200000.1 200000.D PTIM21 I 506000.1 358000.1 358000.1 1094000.1 644900.1 644900.l ORUPTURE 35000.1 26000.1 44000.!
118750.1 298417.I 298417.!
r_
II I
a--
=
=
LOADI FORCE RATIOS I
MOH T RATIOS I
I I CASEI PA I
PB I
FC I
I MB I
MC IR)NaR'Sn I
jWT1. i ll Tmw I
11 1M ICs5 1
IC6 1
D0TIE1!l
!RUPTURE 0
0.008 0.858 0.000 0.085 0.070 0.039 0.393 iIIIIII 0.007
- 0. 000
- 0. 099 0.173 0.147 0.397 0.737 iIIIIII 0.003 0.000 0.969 0.159 0.109 0.060 0.542 0.006 0.000 0.870 0.266 0.275 0.042 0.183 iIIIIII 0.008 0.312 0.071 0.193 0.221 0.154 0.280 0.026 0.000 0.400 0.199 0.265 0.741 0.180 OK OK OK OK OK OK ii1I 1I IIIIIII!
LYQbh5: CS -
SRSSb OP UBEI
& OUBkEW;A GO -
SR5S OF VSSEI VSSESAM TIREI -
WATER KA*MR ; RUPTURE - JET+rocA
CALCULATION SHEET PROJECT STP-SGR JOB NO 23438300 UECT PW-PIPING FRoM S.G. 21B V
CALC NO RC5035-RIGIXNATOR C.BASAVARAJU DATE SHEET NO RCS035 SHEET REV 5
DcP# 98-19444-2, SOPP. 0 page of DCN# 0000065 Page 15 of /35 l SECTION 8.17 MOVENTS FOR SMALL PIPE COBNECTIONS & PENETRATIO0JS 11 to NODE IOAD ISO. NO.
NO.
CASE 060A WT1 060A THRMP 060A TRRKN 060A C5 060A C6 065 WTI 065 THRPMP 065 TERM 065 C5 065 C6 070 WT1 070 TIRMP 070 TXRMN 070 C5 070 C6 086A lT1 086A TBRRPP 086A TRRMN 086A CS 086A C6 087 WTI 087 2IRMP
_007 TERMN 087 Cs 087 C6 090 B WVT1 090 B TRRMP 090 B TRRMY 090 B Cs 090 B C6 035 WT1 035 TJRRP 035 THRP" 035 CS 035 C6 BRANCR NO./
DX PSNET. NO.
(IN)
-0.007 0.000
-0.234 0.052 0.093 SLEZVE#245
-0.007 SLE=E#245 0.000 SLFXVE#245
-0.262 SLEEnV#245 0.052 SLBEAE#245 0.093
-0.007 0.000
-0.461 0.052 0.093
-0.007 0.000
-0.853 0.052 0.093 SZEEVE#243
-0.007 SLEEVE#243 0.000 SLEZVE#243
-0.903 SLEEVE#243 0.052 SLEVZE#243 0.093
-0.007 0.000
-0.936 0.052 0.093
- 1. SFW1073CA2 0.010 1.5FW1073GA2 0.421 1.SFW1073GA2 0.000 1.5FW1073GA2 0.028 1.5FW1073GA2 0.054 DY (IN)
-0. 009
- 0. 617
-0.038 0.064 0.126
-0. 009 0.579
-0.036 0.060 0.120
-0. 010 0.310
-0.039 0.035
- 0. 070
-0. 005.
0.000
-0.154 0.023 0.045
-0. 005 0.000
-0.204 0.030 0.059
-0.004
- 0. 000
-0.237 0.035 0.068
-0.001 1.744
-0.351 0.025 0.051 DZ (IN) 0.005 0.147
-0.769 0.029 0.057 0.005 0.144
-0.789 0.027 0 053 0.002 0.120
-0.920 0.013 0.025
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CALCULATION SHEET PROJECT STP-SGR JOB NO 23438300 wJECT Fw-PrPING FRoY S. C. 2B CALC NO RC5035 ORIGINATOR C.BASAVARAJU DATE MSEET NO SHEET REV 5
DCP# 98-19444-2, SUPP. 0 page of DCN# 0000065 Page 16 of /35 i SECTION 8.17 MOVEMENTS FOR SMALL PIPE CONNECTIONS & PEZETRATIONS -U ni MODE LOAD ISO. N10.
NVO.
CASE 60A-070 TIME1 086-0OOBTIMEX SOA-070 LOCA 086- 090BLOCA BRANCH NO./
PENET. 'NO.
SLV#245 SLV#243 SLV#245 SLV#243 DX (IN) 0.264 0.264 0.014
- 0. 024 DY (IN) 0.852 0.622 0.051 0.030 DZ (IN) 0.484 0.109 0.029 0.004 0
CALCULATION SHEET PROJECT STP-SGR JOB NO 23438-300 JECT EALUATION OF MFW PIPING SYSTM DUE TO SGR (UNIT 2 LOOP B)
CALC NORCS035 ORIGINATOR C.BASAVAIA DATE SHEET NO SHEET REV T
DCP# 98-19444-2, SUPP. 0 page of DCN# 0000065 Page 17 of 1 3 5 9.0 COMPDTER ANALYSIS MEloz Computer program Version N5 / PC Version was utilized.
The results of ME1O1 are fully verified against the results of bench mark problems. Xn addition, the results are also benchmarked with the existing analysis (ref 5.1) results.
The MlO1 PC Program software Is fully controlled by an authorization code and security key for an assigned PC machine.
p rl lPrograml File Name I RD lRun Datel UYITI I I
I
--I I LO I
iMIMX01 l XVBW.FOR l
I l
2/B l
l I 7632B14.MFI -
I l
I 7632B15.M
_I I 7632B12.MFLI -
I I
I MFWBSU2.INPI-l l MFr1BFWU2. INP I
I lI l IMF BJ. INP l l
lIMFWBLU2.INPI-I I
I l
I MlPhBSU2. OUTr GO22081 10/16/00l l
I I
MWU2. Our I G014141210/16/001 I MFWBJ2. O0Tr G029381 10/16/0100 NFWBLU2.0UTlG02213l10/16/00I 1
I I
I Note: Computer input and forcing function files are provided In the attached diskettes. The water hammer (MFWBW.FOR) and ZOCA (7632BK4.MFL, 7632B154.FL, 7632B12.BFL) time history input functions are the same as those used for unit-l SGR work.
MFDWSU2: File for unlt-2 feedwater w/ load cases weight, thezmal, Sam, & seismic.
MFWBWU2: File for unit-2 feedwater wu load cases weight, & water hammer.
MhBJU2: File for unIt-2 feedwater w/ load cases weight,&jet impingement force.
MFWBLU2: File for unit-2 feedwater w/ load cases weight, & LOCA 90
CALCULATION SHEET PROJECT STP-SGR JOB NO 23438300
. IJECT FW-PIPING FIcm S.c. 2B W
CALC NO RC5035 ORIGINATOR C.BASAVARAJU DATE SHEET NO SHEET REV j.
DCP# 90-19444-2, SUPP.
0 page of DCN# 0000065 Page 18 atof /3s A7TACEZMET 1. 0 PIPE STRESS NEI0 COMPUTER IMAGE WEIGHTI 2E'RMAL/SEIsmIC/SAm WATER HANMER PAGES 34 JET LoCA
ISNDTRD SMAGIS
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RUN LDCAER-TRRNM2 (5..7).
rUN LDCAS-TNRN3 (C.N.71 RUN LDCASRSYXNRS(lDN.71.
RUN LDCAsR-TsRM5E (s..7)
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- SC7 020133
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- PAUATED 033111a50 MODE
- 103 DROKIR TRIAMAL IAUITRD O ATING MOOS
- 456 DaOlRl TEIRMAL MINIMUM TEMPERATURE
- 32 DEGREE POST LOCA TORRMAL ANALYSIS (D0S30N RASR AeCIDENT ANALYRIS)
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2II1UT4 D IKAGES
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CALCULATION SHEET PROJECT STP-SGR JOB NO 23438300
_ ECT FW-PIPZNG FROW S.G. 2B CALC NO RCS035 ORIGINATOR C.BASAVARALTU DATE SHEET NO SHEET REV zq zz DCP# 98-19444-2, SUPP. 0 page of DCN# 0000065 Page F2-of /3%t ATTACIDENT 2. 0 PIPE SUPPORT LOADS PAGES 5 9 WEIGFIT/ THERMA/SEISMIC/SAM WATER HAMR JET LOCA Load Case Names:
WTX WTJx TRRumoc -
TIMMx SAx SBEISAX -
D 0
Dead weight analysis Static Jet Impingement analysis Thermal expansion/anchor movement analysis.
Time history analysis Seismic anchor movement analysis Seismic inertia analysis Design Basis Accident Normal Positive T1n+fI4 1Ti i5 :
EL. /P ArVLaTwZ Normal Negaeti ve Upset Positive X
iZ/vs V~pset Negative L/'PSG7F Faulted Positive UPSGFD FHBn4/FAvLTo Faulted Negative fMH44 a> SA QtC T..-L o cA)
NORMP NORMN UPSETP -
UPSE1N -
FAVLTP -
FAULTX -
Support Types:
RAD RAR SPR/SPD SNB ANC
- Rigid translational restraint
- RJgid rotational restraint
- Spring hanger
- Snubber
- Anchor (may be specified as RAD and RAR in each of the three translational and rotational directions).
Co-ordinates:
North -
-X (Global)
Note: Spring settings are based on Normal operating (TRRM2) case and verified for topping or bottoming out due to movements from all other load cases. Snubbers are set so that thermal movements are not restricted and reserve travel checked for max thermal movements.
T404ML-L CASG eamfU12w LO-f U
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WT.TH-WT.TH.
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6m 7900 31523 SW7 3182 2979 48410 e-AA-A
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Pos 2
7 a
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- T TLlo ss 3 T O A 054 (002105) 10/16/00 002108 FACE 9 121STRAIRT LOAD Sumuty TITLS I S1SDWATER *?W S6YSTH -
2SC 23 TO H?
PROJECT BOMBER i 23438001 PROBLEM 303581 A 2CISIRC3SOI OV6X I PARI LOAD CAS, 00A9 GLOBAL FORcES 11)
DATA ITYP LOAD TITLI VX IT PT CLOSAL NOM:nTS fT-LU)
VT NI RI HZ2 DI8PLACBMI;T (ZVI DS Dl 0t1 ABC 111221302013 0611 24.
TRANI 5s3o.
sHILK2 268s.
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8 1rsAl 1433.
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6340.
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V.'
XCISIRC93 x
10/D5 PRSE/034 (OO210s) 10f16100 002108 WAGE 0
- XSTRAIXT LOAD
SUMMARY
TITLE
, PEEDIAlSI -?W-SYSTEM -
ISO 23 TO M7 PROJECT NUMBER s 23430091 PROBLEM BOKSER s 2C100RCS025 LOAD CASE I
x 7
DDj
~0, DL 0LOBAL VOICES (LB)
FE WI GLOBAL MOMENTS iT-LBI)
VZ Hz My MZ DISPLACEMENT (1I)
DX Dr DATA TYPE LOAD TITLE PT o1l SLID ELSO14 WTI WURK4 THIM7 DNA BEZIAI 531312 SAM2 oil RAD ELS014 WTI TSXNI THRM3 SRX"3 TXaK4 TURNS
- TURN, TUIX7 Dra
- BxSAI SE13M2 T01M7 SAN1 014 SAD ELS01O 5T1 SR2N1 THRM4 TNSM TURN4 TUIMS 3AM 1 SAMI 7.PT
_ 7 1 s s.
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.1224.
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.7619.
-111
-2.4 012.
1127.
4720.
7471.
0.:
0.
0 23.
.2 010.
.2506.
_ 2 1 1.
.1041.
. 2 2
.2201.
20.
712.
124.
30.
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6.
0 0.
0.
0.
0.
0.
0.
0.
0.
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0.
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-11240.
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7320.
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0.0122 a.0.0
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. 001i 0.00o1 0.001e e0.007
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.0.004 1.235 e0.004
- 1. 67
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.o 0.00 1.374
.0.004 2.004
.0.001 0.011 0.000 0.047 0.001 0.001 0.002 0.027 0.003 0.0s7 0.005
-0.001 0.0 0 1.022
-0.006 1.305
-0.004
- 1. 67
-0.002 1.036
.0.002 0.015
.0.006 1.374
.0.004 2.04
.0.001
.011 0o.000 0.047 0.001 0.0as 0.002 0.027 0.003 0.0S7 0.001
-0.001
.0.001 0.410
-.024 0.040
.0.0 1 1.40$6 0.0 12 1.a1
-0.007 0.3S1
.0.024 0.077
.0.017 2.124
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C0 0I 46.
26 726.
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32076.
2602.
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2CISASScl
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3181114 -
1t0 23 TO 47 P1.lT30411 2
3 000 PROBLEM UNUIMBR 2C1551CS037 LoD CiAANI LOAD CAIR DI Ds DATA tTSS LOAD SITLB PT 014 RAD HLS013 WT1 TERSR THlRt2 TRKI3 THRN4 TRIM 4 THIN$
TURX7 DBA 831SA1 SAtU SAM2 OLOBAL VOICEs ILD) rx iT 010GLONL MOM:RTg (FT-LU 11 MI Mtt I
DIIPLACRX03T tlHI Ms DX VT
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SAKI 4061.
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2CISSICVSS 10L.1/Cfi AT T ARtV/054 (0021012 10/10/00 002100 PAGE 9 XXISTRAIN LOAD
SUMMARY
TITLI S 111D31TE1 -F1 SYMNR 300 23 TO Ml PROJNCT NUNRER a 23438001 FRO8LSH WNMIER a 20131RC0035 3813 I PAN!
LOAD CASR x
DX DY D
GLOBAL FORCED (LS)
DATA 7T11 LOAD TITL FZ FT PT GXLOBAL MOMEOTS (FT-LIM)
Ts KIIY M
IDA LAD F150143L501 371 THRM2 SHRHS TERMS SHIRM7 DRA S~lSA2 110 AXe PBX H-7 1T1 TRHMI
.35 TXRM2
.21 TSRM3
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-1 TIRNIS
-4 TSRiX
-21 TRAM?
DNA 12 S11311 8S1312 4
SAKI JAM2 6
027 s81 F0i1ol4LS012 WT1 TvRMI SHRMZ TSRMH THRM4 TSRHS SYRHC DOA JsNIAI JYISA21 SAKI SAM2 0.
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a 2COSSRCSfl0 RESTRAINT LOAD
SUMMARY
-xviol/pS rRlv/QSo 10021081 10/14/0o 002108 PACE
'7 TITLE V3DUATIR
- EW-SYSTEN ISO 25 TO 137 IROJICT 303x(33
- 23436001
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GLOBAL rOICXS (0LB)
GLOBAL 34033S7S I??-L.)
DISPLACEMENT (25)
DATA TYPE LOAD TITLE FE FT Fs Xi my WE D
DX VT DZ PT 042 85 T0302431500C W1T 0.011 0.003 0.009 T03341
.0.027
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M DISPLACSMRsT (IN) oX DY DS DATA TYPI LOAD TITLI PT OSO 3on FUSOI4KLAOQI WITI TsIMS THIA2 TRHIM TSRM4 TIRMS THRIM TRRM7 DOA BSSSAI 8SISMA EAIL SAff 0
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- CIA01/1TA SM 3/Q94 40021661 10/25/00 002100 PAGE 9 RESTRX211T SOAD JVHHA Y TITL9
, PSRDlATSR
- "V SYSTSH -
RSO 23 TO W7 PROJECT XrEENR l 22416061 PROBLEM NJDKNR s 3CI59CSOS 0751 I JARI LOAD CAS2 LOCAL rORCES fit LOCAL MORMETS ITT-Li)
DZRRCT20 COSINES DATA TYPE LOAD TITLZ PA PT 001 ARC 111225S02013 TIl
.47 TRAMI
-S145 TSRH2
-0033 TURNM
-3765 TURI4
-II7, TSRMS
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- ZsS 12 22 6163
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-74 I3 441 176 E'54 170 I5114 304010 7504 I7 0 71 60 I10
- 67) 0 SID 2722 57441 2070s 42732 2 1 7 0 4137J 076 34774 74000 126443 141727 S20738 2)20 14047 2011 62011 121202 007 RAD L50018 KTI TRRIM TRAI)
THRK3 SRRH4 TNRHS DRA SIlUM SSISAI SAH1 000 SPoD Lsols WTI TSRIM TSRH1 TERM)
THRM4 TSRIS TURIM TNRM7 TRISAI SSISAI SAM?
SAH2 070.0040.01.60 6.0 4.4 0.0:0.
-151277-0.87 0.00-0.48 0.00 1.00 0.00 0.43 0.000.67
.131025-0.07 0.0:.4 0.00 1.00 6.00 0.46 0.00-0.67
.12825-0.67 0.00-0.:4 0.00 1.50 0.00 0.46 0.00.67
-120061-0.47 0.0-.46 O.00 1.00 0.00 0.46 0.00-0.67
-1630)0-0.67 0.00-0.4I 0.00 1.00 0.00 0.48 0.00-0.67
-1452is-0.67 0.00-0.4 0.00 10.00 0.00 0.40 0.00-0.67
-124S6S10.87 0.00-0.48 0.00 1.00 0.OD 0.48 0.00-.67 c000-0.67 0.:0-0.40 0.00 1.00 0.00 0.46 0.00-0.3?
0)521-0.17 0.00-0.41 0.00 1.0o 0.00 0.40 0.00-0.87 161005-.6.7 0.60-0. 46 6.00 1.0
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0.46 0.08.0.:::'
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0 0.02 0.00-0.37 0 o.033 0.00-0.37 0 0.0) 0.00-0.37 0 8.90 0.00-0.27 0 0.02 0.00-0.37 0 0.93 0.00-0.37 0 0.03 0.00.0.27 o 0.03 0.00-0.27 0 0.03 0.00.0.27
- 0.9) 0.00.0.377 128
-4440 104$
7076 11228
-5173 2404 1041I 1102 1600 2049 10G1s 17283
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2CsSRAc RESTRAINT LOAD MUNNART TITLE a VEIUWATRR -*V-DITERI iSO 25 TO M7 VROI CT NOMBSR.
234200*1 ItsIL"N NUMBER a 2C150RCS035 "SI0 R PAN LOAD ca.z a
LOCAL NORCS (LB)
- h0oa/oas VRIO/0S4 C00210$) 10/13/00 002101 PAOS 9 LOCAL HONMETS IrT-LD)
D1RICT!OK COSS0S DATA TYPE LOAD TITLX rT rA PR IC MA Ka MC Cog COS COB Cog COS COS COS COS COS AX AY Az ax or OZ CZ CT CZ I 0
0 En T
011 RAD NLS014 WTI THIMI THRN2 THRHN THI4N THRNS TRIM THIM7 DDA SEISAl S33152 SAni SA111 o0l RWD NLSOXO WTI TSRH1 TIIR2 THIN THRM4 THRHS THIN$
TSRH7 DAp.
AsEZAl 81IA2 SANI 3AM2 014 RAD NLSO1l WT1 TNRN1 THRH2 TNRN TMRMI TURNS THREN THR>57 DNA INIBAI SAM2 IAN2A
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- 747, 12477 11165 10201 "Oso 2158 12375 0114 3110 t102
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LOCAL OMOWrTS (P?-LO?
DIRSCTSOY COSINES DATA TYPr LOAD TITLE PT 014 RAD RLS013 WTI ThANX I
TURN3 THINS2 DIA SUZSAI as~hIa SAM SAM2 040 Sri F00014010002.
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0 0
e O0 I
0 o 0.00 1.00 0.00 0 0.00 a.00 0.00 0 0.00 1.0.0 0 0.00 1.00 0.00 0 0.00 1.00 0.00 0 0.00 1.000 0 0.00 1.00 0.00 o 0.00 1.0 0o.00 0 0.00 1.00 0.00 0 0.00 1.00 0.00 0 0.00 I.a00 0.0 a,
u 0
C3 tvs
2c100"Cas 0
.10/113s 710/054 (0021061 10/0/00 002108 PAOZ 0 XXXTRAIST LOAD COMMAOT TITLZ I FINDVATIR *XR BYSTSH -
RSO 2B TO HI VRDJIC? UUM2NR
, 23436001 PSOSLIM XUMSXR 2CI59LCSO3s USR I PAXN LOAD CABI 8
LOCAL FORCZB(La)
LOCAL MCI3WTS
[FT-LI)
DIRBCT2OW eOSINES DATA TsPs LOAD TITLZ PA PT 080 RAD S10014NL5000 WTI
-3600 THIN%
3425 THXM2 4407 SURX3 call TUXNM4 617 THIMS 3432 TURNS 4S00 THIO7 7530 VIA 1437 SKISAI 2001 SR1SA2 3407 SAMI 470 SAM2 004 s 7 PC NA M,
NC Cox CoS Cos Cos COS Cos COS COS COS AX AY AZ ex bT 00 CS CY CZ
'0 a0 0
0 Ds$
SIR 7390014S0004 11TI THRHN THRM3 THIHI4 TRAMS THIM7 VIBA SIZZIl SSIBA2 SAHI SAKI 003 lAD V*90142LS004 WTI THANI 7HIM2 THUNI THRMIl THINS 7HRM7 VIA OKISAI SAM L SAM2 0
0 0.00 1.00-0.07 00.00 I.00.0.07 0 0.00 1.00-0.07 0 0.00 2100.0.07 0 0.00 2.00-0.07 0 0.00 1.00-0.07 0 0.00 1.00.0.07 00.00 1.00.0.07 0 0.00 I.00-0.07 0 0.00 1.00-0.07 0 0.00 I.00. 0.07 0 0.00 1.00-0.07 0 0.o0 1.0o.0.07 0 0.o00
.00 0.00 o 0.00 1.00 0.00 0 0.0 1.0 0.00oe 0 0.001.0.0 0 0.00 1.000.00 0 0.00 1.00 0.00 0 0.00 1.000 0 0.00 1.000.0 0 0.00 1
0.00 0 0.00 1.00 0.00 0 0.00 1.00 0.00 0 0.00 1.00 0.00 0 0.0 1.0 0.00eo 0ft 01 0
0 0
0 0
0 00 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
.*37
'34 L7040
^0401 02007 LI 043 0074 0173 73 13 0
0 0
0 0
0 0
0 0
a 0
01 a
0 I
a 1.000000 1.00 0.00 0.00 1:.00 0.00* 0.00 1.00 0.00
.0 1.00 0.00.0 1.00 0.00 0.00 1.00: 0.00 0.00 I1.00 0.00 0.00 1.00 0.00 0.00 a00
-0
2CjS9RC Q A S*101/hS PAIU/054 (602106) 10/16/00 002100 PAOE RESTRAINT LOAD SUMM~ARY TITLI s YBBDIATSR
- rN PIOJ2CT SMUNDI a 23430001 PROBLtM SGM10X a 2C1S5RCs030 US5R PANr LOAD CASE I
DATA TYP2 LOAD TITLE PT lOA RAD F19014ELS011 W(TI TURSI
.10:
7RIN2
.-4 THRNt3
't THRM4 1:
TURNS
-10t 722146
- .S1 TRIK7 31 DNA s
ShSCAl 31 SCISA2 S'
SAtl 3'
SAKS S
SYSTEM -
RSO 29 TO N?
LOCAL ORCESX(LS)
LOCAL MOMENTS (FT-LO)
DaIECTION COS*I1 PA Fs FC MA Ka NC Cos Cos COS Cos Cos COS CoS CoS Co, AX Ar AZ ex ST St Cr.
CT CZ
-I o
o O
oa4 0.08 0.00 1.0o a
0.00 0.0 1.00
° 77 0.00 0.0 1.00 00 0 7 I'l 037 071 047 e° 0
0 0
0I O0 O0 0
0I O0 O0 0
0 0 0.00 0.00 1.00 0 0.00 0.00 1:.00 0 0.00 0.00 I1.00 0 0.00 0.00
.0oo 0 0.00 0.00 I.00 PI tic ANC PIN ".I TURN 1 TURNS TERX3 STORN URtNS TRANS DBA SZISAI StISA2 CADII SANS 4 47
.2 0 103
-12343
-4000o0
-20$462 2472 16503 2071 3372 50405
-22I0 137
-2054 1210
-"I
- of iso I25c2 15 7 1507 124363
-11004 I2031 2053
-11026 i.2 620 740
- 22 7 6270 1771 1771
-30603
-3 1
I.::
3
-15077
.3314
-413S0
-33307 4774 2367
'S 100e 24110 5033 1.00 0.e0 e.00 0.00 1.00 0.0.0e 0.0o 0.00 1.
21206 1.00 0.00 4.00 0.00 1.00 0.00 o.00 0.00 1.00 13873 2.00 O.0o 0.00 0.00 2.00 0.00 o.0o 0.00 3.00 3740 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 1.00
-2441 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 1.00 22154 1.02..00 0
0.0 1.0
.0000
.0 2.00:
1206 1.00 0.00 0.0o 0.00 1.00 0.00 0.00 0.00 1.00
-0 03 oo1 1.00 o
0.00 0.00 0 1.0 0.00 0.00 0.00 1.00 Z
14412 1.0 00 00o.
00
- 0.
0.00 o100 22404 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 1.00 32t20 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 1.0 114 1.0 0.000O.010
.000 0.010 1s1s 1 o.00 0.0' 0 0.00.0 'O 12.00 0.00:
0.00, 0.00 1:00 027 apR PY9014ULS012 TURN 1 TRIM S TURKS TURN?
bOAl SEISA2 ORMl BAM2 1432 361 029 0
00 0
O0 0
0 e
0 0.0.47 :.::.0:::
0.0.47 0.00-0.00 0-0.4? 0.00-0.0l 0-..47 0.00-0.ss
'A\\
0~
-U.
7C1i55C S S
ST5AXS LOAD SUNKARY TITLE XSROWATS, 'Yo JSSSXM - ISO 3D TO M7 PROJRCT 3V133R e 234)6001 PROBRS X1NMBER IXClSSRCS035 VSOA CAAS 20AD CARJ
- nlo/2r FRZIx/05 gOOt2OSI 10/10/00 01o ol PAcS 9 I
%0
?0 LOCAL lORlCIILS) 11 ED 2OCAL wO1rvT8 f(r-Lu)
D2RSCTSOW COSINES PC VA H6 me COs COS COs CoS COs COS COS COs Cos AX Al At lx BY Ns Cs CT CS Da7A TsPs PT LOAD TITLE 042 END 11901I435000
- rs 3::11 2 TUHIM T111164 TURUS DSA SAM2 1130 3250 0
00 e
0 0
0 0
0 0.00 1.00 0.00 0 0.00 1.00 0.00 0 0.00 1.00 0.00 0 0.00 1.00 0.00 a
050 Ss 19014H1L5s00Q 11TI SHRMI THR9N THINS DBA 81,AM1 SRISA2 JA106 81062 2701
.1211 2004 0
0 0
00 0
0 00 0
0 1.00 0.00 0.00 0 1.00 0.00 0.00 o 1.00 0.e0 0.00 0 1.00 0.00 0.00 I
0z XI 055 SUB TV90149L0003 NLT 1HR-I THRIMS Ds A JsIJAI aSZISA2 SAMI S2A10 1710 77' 1300 0
e 0
0e D
0 0 0.47 0.00-0.)
o 0.47 o0e.00-0.
0 0.47 0.00-0.8O VN 0
2ClI RCA XZSTRAINS LOAD
SUMMARY
TITLX
. YB30VATER -T BYSTrSI -
R0 23 TO 347 MaRoILIN BOUNNIE a 22C::03CSO535 UDIN I PANI LOAD CASt I
- "z101/X5
- xzve PA10021011 70114/00 002108 PAOSI LOCAL 5oxC30 ILB)
.OCAL MOMENT$ ErT-LS)
PA 1p S
PC "A
MD DATA TPS L OAD TITIB PT 030 sms rt90141LS03 WIIS TXRM2 THIN 2 THXK4 TURNS DBE BZIvAI 1313A2 BAK%
SAKI DIRZCTION COSINES NC COS CO:
COS CO COS COS COS COS COS A.
A7 AS 3Z
- S aZ CX CT CZ 10 o o.oo o.00 1.00 00.00 0.00 1.00 e
0 0.00 0.00 1.00 2430 24 56 00 00 a
0 00 0
0 0
I Ov.
0 0
-a
2Cl1SRCS A2SSTAXST LOAD
SUMMARY
TITLS PXEDXSATIR
- V*
sYSTEM RSO 23 TO N7 PAD.IECT SUNDRt 2433:001 RO:LUM anMBER 2
0C3I5CSO2S USR PANI LOAD CAIN
- ^slox...
/004 (voo0021081 10/14/00 002108 FAGS 9 I0 3j8 OS OLOBAL FORCES (L3)
Ft 1'
COWJAL MOmsNTA (FT-LB)
Ps xi mT Hz DISPLACMBNT frTX)
DX DY DATA TYPE LOAD TITLI FT 0ox ANC 111220302013 NORM?
S03S.
303Mg
.3058s.
UPlETP 14477.
UPSETS
-13040.
FAULT?
1*543.
WAULTS
-14' 1.
0.
-5441.
222.
_11100.
-18022.
13201.
0.
22404.
-7021.
2740
-11182.
- 0.
112713.
-171IS.
0.
81071.
246716.
.243121.
-84101.
120072.
213887.
-203810.
-133212.
14s871.
0.000 1.071 0.000
-80314.
-0.827 0.000
-1.05s 2217SS.
0.22V 1.000 0.2S2
.141877.
-0.688
-0.017
.2.208 317120.
0.35S 2.022 0.40c
.218855.
-0.008
-0.052
-2.382 0
007 RAD RLS01S ouInt UPSIET UPISrE rAULT?
PAVLTS O0a S*D
- LS015 NORM?
WORMS 0383T?
UPSETS VAULTS VAULTS 011 RAD RLS01 NORMS UPSZTP OPEETv VAULT?
FAULTS 01l RAD KLS014 NORM?
NORMS UPBSTP UPSETS FAULT?
VAULTS 014 SAD UiLs02.2 NORMA UPWSET Orssss VAULTP FAULTS 12342.3
@4"~
-4140...
-14200.
21803.
-20040.
0.
0.:
0.
37.
-13830.
'Ia.
-10862.
-22000 22.
-2019.
3 1142.
-4142.
0.
20033.
-04 6.
0.
0.
0.
e.
0.
0.
-11330.:
-13330.
-13330.
0.
0.
0.0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
6.
0.
.1 :73
-so7 I.
1872
-3087.
340.
0.
- 1219
.3 0.
0.
0.
0.
6.
0.
0.
0.
0.
0.
0.
2.
-12108.
3837.
-14417.
I I.
Ios Il 7430.
5171.
-733.
01
-12363.
0.
0.
0.:
0 0.
0.
0.
0.
0.
0.:
0.:
0.
0.
0.:
0.
0.
- 0.
0.001l 1.14 0.002
- 0.
-0.543 0.000
-a.32
- 0.
0.012 1.322 0.120
- 0.
I.504
-0.029
-1.483
- 0.
8.003 1.016 0.207
- 0.
-0.s82
-0.084
-1.334
- 0.
0.003 1.370 0.003 O.
-0.030 0.000
-o0.22
- 0.
0.0 2.00 0.04
- 0.
-0.072
-0.030
-0.273
- 0.
0.04" 2.100 0.008
- 0.
-0.033
-0.032
-0.304
- 8.
0.000 1.028 0.000
- 0.
-0.021
-0.008
-0.008
- 0.
0.007 2.142 0.003
- 0.
-D.010
-0.042
.0.005
- 0.
0.012 2.103 0.000
- 0.
-0.034
-0.117
-0.011
- 0.
0.000 1.03 0.000
- 0.
-0.021
-0.002
-0.00t S.
0.007 1.142 0.003
- 0.
.0.020
.0.s1
-0.Os
- 0.
0.012 2.198 0.003
- 0.
-0.024
-0.117
-0.011
- e.
0.018 1.841 0.000
- 0.
0.000
-0.007
-0.034
- 0.
0.010 2.102 0.003 O.
-0.002
-0.042
-0.027
- 0.
0.030 2.230 0.005
- 0.
.0.003
-0.118
-0.020 0
0 c2 I
IA I%
0
2CIIRCSRC JXSTRAINT LOAD
SUMMARY
TITLE SSSDWA3RR
- rF 31 SYSTEM
- ISO 2S TO H7 PXOJSCT NUMBER a 23438001 3103S1.
VUMS31.
C1cS92CS035 USR3 A PAN%
LOAD CAS I
- 24101135 133u01s4 0oo0oso0 10,11100 002203 FAIS 9
%O DISPLACSN:ST (IN)
DX v7 D
OLODAL FORCES (LIt FE rT CLOSAL MOMENTS jrT-LS) 71 tmy 241 DATA Tysr LOAD TITLE 014 lAD tlL5013 D01K7 VO36 CP0ST?
-9200.
1 312.
.10012.
213.
-ll2..
e.
0.
0.
0.
e.
e.
040 Bpi F39014350001 VORMY NORMS UPgSTP FAULT r FAULTS 13 SR FW90141LS NORNP NORMS 0933T?
UPSETS FAULSTP FAULTS ot1 AOD Y090143L5006 ORMP NORMS UPS5TP 013573 VAULTP FAULTS 003 SAD VYSOO4SLSOOO 301BI 245 14U*0 FORMP NORMS7 UP03TP UPar.7M PAULTP VAULTS 0.
0.
0.
O.
0.
0.
0.
0.
0.
0.
0.
0.
0.
O.
0.
0.
0.
0.
1.
.1.
1.
-I:
1.I 0.
.14}3).
Oe.
3377.
I.
e.
e.
0.
0.
0.
0.
0.
0.
0.
6.
OI3.
-420.
O41.
.535.
0.
0.0.
0.
0.
0.
0.
0.
0.
0.
e.
e.
- 0.
0.016 1.831 0.000
- 0.
0.0o0
-0.007
.0.024
- e.
0.010 3.12
- 0. 00)
- e.
.e0.02
.0.0c2
.0.027
- 0.
0.020 2.230 0.005
- 0.
.0.0e
-0.110
-0.020
- 0.
0.29 1.37 0.057
- 0.
0.0e0
-0.231 0.3023
- 0.
0.474 1.643 0.027
- 0.
.0.324
.0.310
- 0.
0.571 1.001 0.100
- 0.
-0.113 0.44
.0.401
- 0.
0.420 0.34 0.ole
- 0.
.0.236 3.0.2 2.0 s
- 0.
0.55 1.133 0.043
- 6.
-0.243
-0.571
-0.277
- 0.
0.740 1.171 0.217
- 0.
-0.430
-0.046
.0.459
- 0.
0.00o 0.e07 0.0o0 0.
-0.070
-0.073
-0.93)
- 0.
0.053 0.017 0.0I0 0.
-0.721
.0.076
- .0.00
- 0.
0.307 0.0)1 0.302
- 0.
-1.0 O4
.0.04
-1.234
- 0.
.0 0.0 0.000
- 0.
-9.014
-0.124 9.500
- 0.
0.011 0.031 0.016
- 0.
-0.210
-0.2141
-0.16
- 0.
0.03 0.010 0.000
- 0.
- o0.02
-0.11.
.0.:47
- 0.
0.037 0.002 0.030
- 0.
-0.01C
.0.130
-0.470
- 0.
0.0s4
- 0. 10 0.12
- 0.
-0.032
-0.273
- 0.572 00 0
ft 0.
0.
0.
0.
.6120
.27s0 0.
5850.
-s300.
7209.
-7361.
0 0.
0.
0.
0.
953 RAD 1090145LS000 3013P 20204.
30133
.2 126.
093119 31641.
0933T1
-13003.
FAULT?
43403.
FAULTS
-21865.
e.
0.
0.
0.
e.
e.
0.
0.
0.
0.
0.
0.
6tI S
0 QI
2ClSSRCS RESTRAINT LOAD EUMKA6T TITSL I VEEDWATI
- ?V-SYSTEK -
ISO S2 TO %I PROJICSS(DJI R 23432001 PETQLEM PUIDER : 2C15SXC503S USSS PADI LOAD CACO I
- E0/X5 rREu/OO4 (0021011 10/16/00 002101 PAOG E
OLODAL VOICEs ILD)
CLOSAL MOMENTS IT-LJ)
VE IT PS XX MT MS DISPLACXHEDT (IX)
DX D7 DS DATA TYPS LOA" TITLJ PT lIA RAP V10149L,011, NO0R3 W0 mX upsETr UPBS T VAULT P FAULTS 0.
0.
0.
0.
0.
0.
0.
O.
0.
0.
O.
O.
1212.
-10101.
759S.
-14 120.
1124 0.
-*I 1a.
11L72.
O.
2221.
-4194.
2131S.
-6621.
O.
0.
0.:
2 eti.
-21176.
.29976.
0.:
0.
0.
-30497.
-74627.
46147.
-12780.
110 ANC PER X47 UOXt vOXmrN UPNSET UPSETR VAUULT PAULIS 4 47-
-3118.
I' 721..
-4230.':
21421.
-5S870.
1894.
-4284.
-7862.
2212.
-3115.
e27 AND P5S1l4RLS012 ORK?
1101Mg UPS.T UPSSTN FAULT?
FAULTS 711
-711.
1317
-1237.
0.
0.
0.
O.
1228.
12 1.
e.
0.
0.
e.
0.
O.
- 0.
0.487 0.00e 0.001
- 0.
e.000
-0.801
-0.007
- 8.
6.11 0.021 0.00O
- 8.
-0.026
-0.05
-*.010
- o.
0.767 0.203 0.007
- 0.
-0.264
-0.270
-0.011 21209.
0.032 0.000 0.008
-7414.
0.000
-0.662 0.000 28651.
a.186 0.002 0.043
-24072.
-0.026
-0.086
.0o.0S s0007.
0.305 0.235 0.068
-44537.
-0.266
-0.213
-0.051 0.38 1.514 0.004 0.000
-0.245
-0.231
- 0.
0.446 1.346 0.023
- 0.
-*.026
-0.276
-0.22S
- 0.
0.016 1.877 0.070
- 0.
-8.06?
-0.377
-0.322 0.412 1.141 0.001
-0.037
-0.431
-0.283
- 0.
0.510 1.427 0.033
- 0.
-0.04t
-0.434
-0.218
- 0.
0.643 1.474 8.131
- 0.
-0.111
-0.548
-0.421 0.216 0.433 0.012
.0.371
-0.427
-0.303
- 8.
0.811 0.s80 0.080
- 0.
-0.368
-0.413
-0.321
- 0.
0.657 0.151 0.31,
- 0.
-0.a88
-0.612
-0.34 8.180 0.642 0.026
-0.289
-0.311
-8.321
- 6.
6.200 0.e31 0.107
- 0.
-0.307
-0.321
-0.311
- 0.
8.026 0.144 0.324
- 0.
-0.571
-0.s00
-0.673 En I
0 042 BIE P50014I1L5001 NORMP MOXN UPSETP UPSSTU VAULY P VAULTS OSO AND VRwIo4ELSOO1 0.
0.
e.
0.
5631.
6321.
11t3 I
-X1182).
0.
0.
0.
`S:"?
UPSETX VAULTP tAULTSX 5385.
-6281.
0.
0.
0.
0.
e8.
0.
0.
0.
0.
0.
0 00 0
oe7r S0 6x85 V51014916002 "ON.P UPSET?
UPSETX VAULTP VAuLTX 814.
-374 1828.
-2128.
0.
O.
8.
e.
1662.
-1662.
3476.
-3476.
0.
O.
0.
3C100RC 9 E RESTRAINT LOAD EUKKARY TITLE IS PDWATRR *F3' ST2TEN -
RSO 23 TO M7 PTET NNE 23602 PID0ILNH EUNDEK: I 22253RC2~1035 USIR
- PANT LOAD CAmE
- uKoIbI/S P139IO54 (0021001 lat1iloo 002101 PAGE I9 ULoIAL roRcIs tLa)
WI Ty GLOSAL 2OKN7TS (FT-LB:
1z NX KT IDZIPLACENENT (IN)
Hz DX CT Ds DATA TYPR LOAD TITLE PT COM rs9s NORKN UPSET?
UPSETS PAULTV TAULT1 I
0.
0.
O.
O.
0.
0.
O.
O.
3333.
6323.
0.
0.
e.
0.
O.
0.
0.
0.
0.
0.
0.
O.
e.ooo 0. osa e.s1.
.7 en 0 *074 0.a 074 0.03)
-0.006 0.000
-0.970 0.096
.0 27}
0.220
-2.133 PI f0
2CIS5 RC 9
RZSTRAINT LOAD
SUMMARY
TITSLR PEEOEATES
- '?N SYSTEM RSO 21 TO 1l PROJRCT NUMBER 73471001 PROBLBM NUMBER i 2C15SRC5035 USZR e PANX LOAD CASE a
0 lMe /NS ZVBuIos4 6002100) 20/15/00 002100 PAGE LOCAL PORCSS Mb)
LOCAL MOMENTS IFT-L,)
DIRSCTION COSINES DATA TYPE LOAD TITLE PT 00l AUC 2RI22ESO2O1B NORM?
NOXMN UPSZTP UPSST I
FAULTP PAULTS PA Ps rC KA Ns NC COS CON COs Cos COS COS COS COS COS As AT Az ox my BE CX CT CZ
-9M1b 4108 1330 1675 1s2 01, a
6 222
-11017 110
-13a02
-12201 5723
.10242 22 72 134 104&14 133114
-2 I206
-4 514
.@s 1 1
-311 213637a
-12)10 007 RAD M1SS10 NORMS UPSSTP UPsts FAULTP VAULTS 000 SPD ELMSOI RORXX UPSE9T UPS 2T
- AUL 0.
FAULYS oil RAD IOLSO14 NORMP NORM UPSETS FAULT?
FAULTS 011 RAD XL5014 NORMP NORMS UVSSTr UPSXTS VAULTP FAULTS 014 RAD RLS013 NORMP UPSETP UPSTSN FAULT?
PAULTS 12527
-4405 27050
-5401
-22584
.12 SE
.1211Ss
.122 53
.12131 123351
.7304 124 77
-08 150It
-27820 171223
-4720
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112L 3R033
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-0.007 0.000
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-0.500
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.0.700
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-0.012 0
- 0.
.0.40
-0.6 7
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- 0.
0.204 0. 0 0.044
- 0.
0.200 0.071 0.044
- 0.
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-0.120 0.7 44 I
00 0
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4 94.
43004.
4s001.
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2CISIROC5 250 00LABs M*Du/604
£0014.40 10/18/00 001414 PAGE03 RESTRAINTs LOAD
SUMMARY
TITLE WEIDWAT0R *-?-
SYOSTE ISO 20 TO N7 PROJECT NUMBERo 23438001 P1OBLXZ INUME i 21C19C0S035 vSIA I
PANI LOAD CASE I
%0 D1 I
GLOSAL rVOCES 1L13 Vx 1Y PLOBAL MOM::TS (YT-L&I VI 041 Ml MI DISPLACEMENT fIX)
Di MY DATA TYPE LOAD TITLE PT 090 8PR V00014000044 WTI TRANS TERM)
TYRNS TIMES FAVL3T FAULTS 0.
0.
0.
0.
0.
0.
0.
0.
e.0.
0.
e.
0.
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0.
0.
0.
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0.
0.
0.
- 0.
-0.001 0.011 0.00
- 0.
.0.071
-0.061
-0.261
- 0.
-0.040
-0.103
-.0.16
- 0.
-0.060
-0.073
-0.327
- 0.
0.006 0.100 0.101
- 0.
0.064 4.10e G.%&1
- 0.
.0.123
-0.287
-0.512 CA I
fS3 SAD V610143L0004 WT1
. 37.
TRIN3 17043.
721aM) 0f66.
TURN$
10042.
TIMSX 44426.
PAULTP 40627.
PAULIN
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- 0.
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-0.401 U0 110 ANC PIN M-7 WTI TURNS TRNS TORIM$
TIMIS rAULTP FAULTS 447.
.25408.
-20004.
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-2200.
127.
.21200 23.
610.
-11170.
.1012.
0.0oo 0.000 0.000 12e72.
0.020
-0.042 0.007 3745.
0.037
-0.062 0.00 22003.
0.02 70.02 0.007 00e310 0.040 0.001 0.042 60631.
0.070 0.001 0.010
-. 4572.
-0.040
-0.044
-0.003 027 SZE PYUO14RLSO12 00 I
V%
VTI TRAM2 TIMIES VAULTV FAULTS 0.009
-0.0 02 0.I0 03 0.250 0.302
-0.217 0.323 1.0I4
-0.2,2 0.272 0.434
-0.270
- e.
- 0.
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0.734 2 0.43 0.220
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. 422 0e.
00 1470
.1 701.
- 0.
27344
- 0.
27 344.
- 0.
-23 4.
2clsoRt 3ES0C1/3S flE/S4 (001414) 10/18/00 001414 PAGE RESTRAINT LOAD
SUMMARY
TITLE
- PEEDVAEX -ru* SYSTEM -
ISO 27 TO 8(7 PROJEC? NUMBER e 23438001 PREOLEM SUMER3 t 2C159RC5073 USER 8 PAIl LOAD CASE I
x
¶0 DISPLACINXST fix)
DX Dy D1 OOOA31 VOTES 1L,)
- X
- Y OLO5AL MOMETVS (VT-LI)
VI MI MI MI DATA TYPI LOAD TITLS PT 042 sUE VRW0141L5080 WTI Tm1"3 TREM3 TURNS TINZI rAULT?
VAULT?
8so ass rV8014RLS008 e.011 e0.08 0.230 O.132
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- 0.
- 0.
0.312
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- 0.
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- 0.
-8.301 0
-64810.
T11 SYRY2 VAUL~T VAULT?
43308.
4s2308.
-43200.
6s5 Sul YR014BLS002 TIl TEEM 6 TIN9l VAULTP FAULTS
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8.040
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?'80140L500S T11 TIEM3 THRN2 TINMI1 FAULTS 110103 0.0406 e.ooe
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2CSIRSc!s SAA101INS PR2IV0S4 1001414) 10/36/00 001614 PAGO RYISTRAIRT LOAD S00"A2T TITLX a
EREDEATS *13-S7TSEN
- 300 23 TO N7 lROJSCT 30)631 i 23430001 R1o013 MUNB51
- 2C159RCS035 USER a PANl LOAD CASt I
LOCAL POICSSSLI)
LOCAL O3NT8 (FT-LA)
DIRYCSION COSIYS DATA TYIS LOAD TITLR PT t01 ALC 16122J30201B W1T T13124 FAULTO 1
0o7 RAD ULSOOI 7112 TINE?
rAULTS rAU&TV 3211
-2 T3102 TRRIMS FAULTP
-1 FAULTY
.2 THEN3 2
TINS1 031 SAD 3S1014 WTI TSBRI4 TURNS 2
TRAS1 3
FPAULSP I
PAULTN
-3 PA 7I C
KitA KD NC COS COs COs Cos Cos COS COs Cos COo AX At AS DX YT EX Cz cr ci
.47
-3780
.6310
.1543
.747
.4773
.4050 142095 141502
-140200
-11
-4571
-10104
-74 53 21a01 21747
-32051 17A a0114 Of53S 87105 4 003 143010
-4 525 175 123442 314353 441313
-313416
.5000-0.07 0.00-0.48 0.00 1.50 0.00 0.40 0.00-0.07
-101520-0.57 0.00.0.4 0.0o 1.00 5.ooe00.40 0.00-0.07
-132111-0.87 0.00-0.46 0.0o 1.e0 0.00 0.46 0.05e.5.7
-103530-0.57 0.00-0.40 0.00 1.00 0.50 0.40 0.00-0.07 1137470.0.87 0.00.0.4# 0.00 1.00 0.00 0.46 0.00-0.37 115414-0.07 0.00.0.48 0.00 1.00 0.00 0.45 0.00-0.07
-2044401-0.67 0.00.0.48 0.00 1.00 0.00 0.48 0.00-0.07 0 0.53 0.0.e0.37 0 0.03 0.00.0.37 0 0.13 0.00.0.31 0 0.53 Q.00-0.5 0 0.93 0.00.0.37 0 0.o3 0.0-0.37 0 0.o3 0.00.0.37 eC 10 Ca 01
-a 135 loss 2404 340 12331 1.33 0
0 0
0 0
0 e
0 0
S S
0 0
0 0
0 A0 O0 a
133SI e 0.o4 1.00 0.0e 13308
-;31 5700 L2204 0103s 231 03412
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5 0
0 0.00 1.000.0 0
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D2
2CISORCS033 TITLE PR0JXCT SUMSI1 P:OBLON 3)0R3a DSXR LOAD CAll
- E I1/uS 7R5u/0s4 (001,4141 10/11/00 oo04L4 lAO i
RESTRAITO LOAD
SUMMARY
- PIED:aTER *VMW SYSTM - 1SO 21 TO N7
LOCAL NOXNWfS IPT-LB)
DIsResTOa COSsINS DATA TYPE LOAD TITLE PT 014 RAD HLS013
'TI TRRN2 THIM3 TINS 1 VAULTP VAULTH 014 RAP 0015013 WTIME FAULTP rAULTM VA Vs PC MA we MC CoS CoS Cos CDS CoS CoS Cos Cos Cos Al AT AZ BE my 32 CX CY CX
.476
-274 10
.2101 41007 44530 112 12104 7111 11402 47174
.3104 0
01 0
a 01 0
0 01 0
0 0
0 00 0
0 0
a 0
01 0
01-0
- 7 0-0. 17 0-0.07 0-0.01 0-0.07 0-0.04:,
0 -0.54 0 -0. 54 a0-0.
04 0.0 0-0.22 0.0 0-0.22 0.00o-e.22 0.0 0-0.22 o.oO.0.22 e.e0-e
.22 0.0 0.0.22 4.00 -0.84 0.00C.0.4
- 0. 0 0-0.3a4 0.0O0
-a.
.04
- 0. 0 0 -9. a04 ft10 440 LIR.
PWMO14S5RO01 WTI TURMI VAULTSP FAULTN 13 SPR 5S0014NLS001 WTI TNRX2 TS1N3 TSRN4 TINEX VAULT?
FAULTS 0
0 0.00 1.00 0.00 0
0 0
0.00 1.00 0.00 0
I 1
0 01 0
0 0
4e e
4 0
0 01 0
0 0:.0 e 0.00 0 0.0o 0 0.0 o 0.00 o 0.00 1.0o 0. 0 1.0a 4.00
.e00 0 00
.00 0. 0o 1.0 0.0o 1 0
- 0. 0o 1.0 0.00 045 AAD rV5014LS5004 TIT
.3800 TRHM7 4417 TEH3.
- 023 TURIN 4M0e TImzX 42011 rAULTP 4S207 FAULTSN
.4720 I
?I
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0 0
0 e
0 0
41 0
0 0
0 0
0 0
01 0
00 0 0.00 0
0.0 0 0.0 0 I::ee I.,7 1.a 0-0.07 1.0e-0.07 1.0 0.4 0.07' I.00-o.07 1I oo-e.01
3CISSIAS OA1 IOX/S Y1XXV054 10014151 10/1/100 001414 PAOI 0
RZSTRAINT LOAD fVMARr TITLX IISIDATIAR
.?0 S11803 130 21 TO 47 PROJACT X0303K.
23430001 PRUOLIN XN3033 s 2ClI5lC503S Vi5l l PAND LOAD CASS LOCAL 1OC15 ILB)
DATA TYPI LOAD TITLS PA PD PC PT 09s Spa P901480Ho*04 1TI 0
0 0
TH012 0
0 0
TSI1MI 0
0 0
THIM6 a
0 0
TI73I a
0 0
FAULTP 0
0 0
PAUL??
0 0
a LOCAL MOMNsTS IFT-Lo)
DOIICYTON COSIASS
$il XAD 7000149.L5004 WTI SNXXl i
STKIN I
TlNXI 4
PACK.T?
4 VAULT.
.4 I.:"
.0637 17043 5005 15042
- 4526*
0 0
0 0
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e 0
0 0
0 O0 e
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O0 0
eOA RAD rVS.0142L5011 llI
.0a TRON2
.0707 73IJ3
.1R53 7T313
.5852 T2X31 04491 PAULTV 66450 rAULTS.
.13283 110 AIC PIN 7
0 0
01 01 OI 01 OS 36S 0
0 0.00 1.00 0.0 0 0.e0 1.00 0.00 0 0.00 1.00 0.00 0 5.00 1.00 0.00 0 0.00 1.00 0.00 0 0.0:
1.o00 0.0 0 1.00 0.00 0.5o 0 l.00 0.00 0.50 0 1.00 0.O0 0.oo 0 1.00 5
.00 5 0 0 1.00 0.00 0.00 0 o.00 0.00 0.00 0 o.00 0.00 0.00 0 0.00 0.00 1.00 0 0.00 0.00 1.00 0 0.o0 0.00 1.00 0 0.00 0.00 1.00
-0453 1.00 0.00 0.00 0.e0 1.00 0.00 0.00. 0.05 I.0 13373 1.00 0.05 0.50 0.00 1.00 0.0 0e.50 0.00 1.00 3740 1.00 0.00 0.00 0.00 1.00 0.0 0.05 0.50 1.00 1l303 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.05 1.00 50515} 1.05 5.00 0.00 0,05 1.50 0.00 0.00 0.00 1.00
'S C0 I
0 0
-S T7I "I'll2 131503 P0.ULTP FAULTS 447
.12163
.12940
.35002 255104 25850D
-2 200 1I7
.1206:
.10 a 252
.11770 15 13703 4303 12400 10705 32575
.17047 2063
.1720 0
.12122
.04170 027 SRI 1S.0140L5012 WST1 TNT" PAULSP 31511 312528
.3152 0
0 0e e
00.47 0.00-0.00 a
0 0
0 0.0.47 0.00.0.80 0
0 O
0 0.0.47 0.00.0.30
2CISORCM35 RESTRAINT LOAD RUMXARK TT:L T.
?RIDWl:ATRR *E MSYTEM -
RCS 23 O k7 PROJECT NUMBER.
S234001 PROELUN NMuEzR
- 2C110RC5025 VSZE I PANI LOAD CASRE
- Elo/a8I/NS rive/014 (001414) lo/14/00 001414 FAGS LOCAL PoIC38tL,)
LOCAL MOMENTS (FT-LU)
VIERCTIOW COEZEES VH
'C DATA TYPE LOAD TITLE PT t4r BEE IN9OI4mLsoof pa tS PC MA Xs WC COs COS Cos COS Cos COs COS COs COs Ax AT AZ eX BY YZ CX CY CZ 111 TEM TSRRN23 w~T..
$ * @01 FAULTY
-84801 0
Pi0 ULS
? a w0X^L001 UTZ TIELS 42298 VlLULTp 422886 FAULTY
-42251 8s0s E
TWOO14ELSO8I WTI THRI1 TERN 8 TINSl 32144 PAULTSV 12144 VAULTS
-32144 Ole SEE FIM01IELS0OJ WIt THIM2 TINtS 82500 FAULTP I2S 0
PAULTI
-820.
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0 0
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0
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0 8 1.00 0.00 0.00
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a 0
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8 0
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2C1SIRC503S RISTRAIST LOAD SUWMARY TITLE a ?305;A7:X *tg*
BSUTEM RAO 23 TO MT BRoisCT 303331 a 2330001 ptO3LBx UNDEulR.
2C153RCsO52 LOAD CASX I
f "lit/Ns FIEU/054 10020202 10/16/00 002030 PAGO DS f
CLONAL FORCES JLB3
- 1 TY GLOBAL KOKENTS (FT-LS)
I1 Mt NY NS DISPLACEMXET 11s)
D1 Dl DATA TYPE LOAD TITLE PT 001 ABC 2R122p003313 Irl FAD iT P FAULTS 007 RAD RLsold TIT TRINI JKAX FAULT?
FAULTS 00 800 ELSOXO 31 WTI TRAII VAULTS FAULTS 011 XAD 2LS014 WTIl FAUL~T 01 AD L501 ollRA gN ol JKAX imINA
.7315 FAULTV FAULTS 014 RAD iLSO1 W71 TRAIH J.A.
Jill",
.AIIOA FAULTY FAULTS 14.
5033.
211.
0.
8173.
-2192.
.747.
470a.
0.
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0.
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10424.
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- 0.
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.C
2ClJ9ACO L A1/vs YraZv/54 4002030) 10o10I00 002136 PAOX 9
- RSTRAIXS1 LOAD SUAAT TITLE s VSRDVATIR *I-0 SYSTEM -
ISO 23 TO 147 lrOJICT NUMBEX.
2)408001 PROBLSM 3004835i 2CISOICS03S USXR
' FANI LOAD CASE I0 DS
.t GLOBAL TOICIS tLW)
- S JY GLOBAL MOMINTS ITT-LB) it xI U'
Hz DISPLACINE"N fix)
Di DT DATA TYTV LOAD TZTLS WTI THXIM1
.70413 FAULTV FAULTS
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10014SE0001 3"T THEM aMAl JHIX FAULIT IAULT3 13 srx Y30U14ELSOOO JNAZ FAULTV WAU7LTS 001 SAD 1390141LS006 WTI JKAX FAULTY PAULIN~
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2ClSSRCS RESTRAINT LOAD
SUMMARY
TITLE a VEEDEATER *VrS SYSTUM -
XS0 28 TO X7 MROJTCS XUM8R 23438401 PROnLIg NUMIER 2C15JRC5OJ5 USER a PAXI LOAD CaS2 A
- E1O1/80 F*RU/O54 (002S938 10/10/00 002838 PA03 I
DISPLACXMIRT (I)
A DX Dy DS f
CLOBAL FORCE. ILE)
FX VY OLOSAL MONMETS IFT-LI)
Ps HX MY Hz DATA TYPE LOAD TITLE PT ICA lAD 751551 WTI TRIM I JKAS J.7m PAOLTP FAULTW O.
O.0.
0.
O.
0.
0.
0.
0.
0.
%11 ANC VPN K-7 JKAX JNIE rAULTP FAULTS
.10223.S 20.
.32 1.
0.
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1a.
18104.
1300.
-210.
13 52.
0.
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e.
e.
0.
2002.
-0507.
1004.
-1023.
0.
.8447.
0.
0.
0.
0.
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0.
.20.
-50408.
02.
e.
e.
-50487.
447.
. 3, Is.
1.94s.
O.
-41814.
70.
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.1284.
027 8D 10 S5010YLS012
- T!
JOXAX PAULTP PAULTS
.26
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0.
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202.
-182.
-sex2.
0.
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0.
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0.487
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-0.013 0.080
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0.008
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.e0.07 0.4)1
.203
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.0.447
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.0.208
-0.212
.0.280
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UTI TEEMI
.TIAS VAULTP PAULSII 5742.
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oI 1A I-s O3 055 RAD f8O814OLS002 WTI1 TRXMI JMAX
.imi TAOLTP VAULTS
- 2.
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2C100RC 9
RXSTRAIST LOaD SUPHARY SITu
.Z TDVLT *1w araSiN -
RR0 2Z TO #I PROJ CST...
a 2 3426001 PIOBLIX MNSIR a 2C10tRC103S LnOt
.O Ias LOAD CASS I
- 4 101/a0 RIzU/004 6002920) 10/1/00.
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9 aLOSAL rORCKS (ULl Ir PI T1 OLOSAL NOo:WTS (FT-LU I NI Ml MZ DISPLACtRHNT (TX)
DZ DY Ds Dasa ?its LOAD STILI PT 0so MAD W10014ELS042 WT1 T2IHI JXAX JKim FAULTr FAULTM
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I I3 PIQ
2C1SVIA RESTRAINT LOAD SVMMARY TITLE ERZDUATZX
- V3-SYSTXK - rEG 2R 7o K7
?ROJ.CT 30)S3 i 23436001 IrOXIAM P8111SR.
3C1SRCS035 USSR t
PANX LOAD CASS a
- 3101/mS PR3/os4 M002M28I 101140/ 002836 VAOt 4 LOCAL S0RCRSELRI LOCAL MOMENTS (PT-LI)
DIRECTION CO6XRXS D7A1. 2SIS LOAD TITLE PT 001 ANC 11122N302013 3T1 T1 38(13 VAULTP tAULTS 007 RAD ULS014 WT1
.78AX VAULTP FAULTS 001 BID 515815s 71 PAULTP FAULTS 011 RAD 2LS014 vT1 J"AX 371" tAULTP tAULTS 011 AAD 8(1014 TURNI1 JmX PAULT?
FAULTN 014 RAD 1LS013 TRRIM JKAX FAULTM
-92
. I
-2}
-44
-2
-41
-132
-122 7;
.4 31 224 120
.4
-226 20
-16
.3468 rA FS PC 1A us NC COS Cos COs COS AX AT Ar BX
- 47
.747
-Ss 178 376
.5000-0.87 0.00-0.46 0.00
.49 4703
.4460 74022 34774
-161710-0.67 0.80.0.46 0.0o 1
17o 0-6.67 0.08-0.46 0e0
.5
-322 0
-201
.S74
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0 6
78604 36820 0-0.07 0.06.0.46 0.00 44
-5780
-452 1
-171236-6.67 0.08-0.4 0.00 1.0 0
6 6
00 0
o 0.00.o.31 0
0 0
e 6
0 6.2 0.00.0.a7 o2 0
0 6
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o 0
0 0
0 0.93 0.00-0.27 00s 0
0 e
0 0 0.82 o.0o-0.37 s55 0
0 o
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0 0o o 0.08 a.00 O.00 01 0
0 000 0.00210 60 i
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0 o
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0 o0 0
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0 O
0 0-0.87 0.88-0.22 22 0
0 0
0-8.87 0.00-0.22 10 0
0 0
0 0-0.07 0.00-0.22 34 a
0 8
0 0-0.87 0.80-0.22 0
0 0
0-0.87 0.03-0.22 33 0
0 0
0 0-0.97 0.00-0.22 COs COs COs Cos COS my BE CX CT CZ 1.00 0.o0 0.41 0.0o-0.o7 1.40 6.00 0.48 0.00-0.87 1.00 0.08 0.48 0.00.0.87 1.00 0.00 0.40 0.00-0.87 1.80 0.00 0.41 4.00-0.87 1.00 0.00 0.41 0.00-0.17 V0 0;
0
-g 00 0
-b
-s
aClssie TSTLS LoaDCT 3A01 LOAD CAST
- 31o1/aoo 1338/004 (002030) 10/19008 002020 FAOE 9 I
RETSTRINT LOAD SV"ARY IsDNATER *rR-lSTEX -SfD 230 2
C N7 10410001 aC cSICSo35 PANT LOCAL VOICS SLIN) rA Fs LOCAL MO3S7 lIT-LB)
VIRRCTZOV COSIZsI DATA TYPI LOAD T7tLt PT 014
&AD ELOL3 YSI TUANII JXAX JMIR FAULTM 040 SYR
~W9014tHO041 THRMI 17 rr itllSH00 TRAULT 37M1 7P131 330AD 1
704LS0 WTI 7ttAX 7AULIF FA L'TP 340 811 FXOO14EIOO41 WTI THAMI JMAX FAULTI PAULTR WTI301 THRAZ
.7301 VAimis FAULT?
rAULTNO PC "A
NB NC COt Cos C0o COS COs COs COs COS COs Al AY AZ ax IT aS CS CY CZ V
¶0 0
512 534
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-0.34 0.00-0.34 0-3.34 0.00-3.34 00.00 1.03 0.00 0:0.3 1:.00 3.007 0 0.01.0 0.0 0 0.00 1.00 0.00 3 0.33 I.00 0.00 0 0.00 1.00 0.00 a 0.00 I.00 3.00 0 0.00 1.00 0.00 0 0.00 1.00 0.00 0
0o.0o0 120.oe 0 0.00 100.0 e.0 0
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0.0 1.00.0.00 30.00 1.000 0.0 0 0.00 1.00-0.00 0 1.00 0.04-3.00 0
0 1.030.00 0.0 0 1.0 00.000 0.0 0 1.00 0.00 0.00 0 1.00 0.00 0.00
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2ClBSSICS ROSTRAIT LOAD SBUMARY TITlES m ?XRDVALTRR -VW-SYSTEM T IS0 TO MI POOJNC? NUMSSR.
23430001 PRomLlN XUMNII a 2CX3O1CSO3S USSR I PAXI LOAD CABS LOCAL POSCSBILD)
. DI/Ps ARIU/104 f007329 102/1/00 002138 PAOU S
LOCAL NO1NNTI (FT-LB)
DIRSCTIOI COSISBS DATA TIPZ LOAD TITLE VA FT loA TAD
?N)0141L5311 WTI
-SS 1Sg"l
-30323 JIAZ 232
.7(1
.3381 FAULTP 0
TAULTT
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0 0
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0 0.0co 0.0 0 0.e0 0.0o e o.:Q e eo o o.oo *.eo 0 0.0e 0.00 190 0.00 0.00 0 1.30 0.00 21200 1.00 0.00 143 1.00 0.00 s0X 1.00 0.00 1.00 1.00 WTI T0RX1
.3 JHAT
.7AI FACLTF FAuLtN
-4 027 RAD P02014HL,012 LTXAX imly riLULTV FALT 042 RAD FN01I4vLO008 WT1 STRNI JXAS VAULTP FAULTi 05S0 AD TV7014ULS000 NTI 18081 T3811411 J..X FAULTP rAuLTx 0ss SAD
?If001434iS002 WTI FAULTT PAULTR 4I",
13S1 1 4
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2033
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01214 0
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0 2010
'3010 2010 2010 0743Z 0740 5703 234 130 4 18a00 0
01 01 aa 0-0.47 0.00-e.83 0-0.47 0.00.0.30 0-0.47 0.00-0.83 0-0.47 0.00-0.8o 0 0.00 1.00 0.00 0 0.00 1.0o 0.00 0 0.30 1.00 0.00 a 0.00 1.00 0.00 0 1.00 0.00 0.00 0 1.00 0.00 0.00 0 1.00 0.00 o.00 0 1.00 0.00 0.00 0 0.47 0.00.0.88 0 0.47 0.00-0.es 0 0.47 0.30-0.89 0 0.47 0.00-0.3, 0
0
°na
2CIs"Cot RESTRAINT LOAD
SUMMARY
TITLE e PSIDSATS1 1NW SYSTIEM IGO 21 TO N?
PROJECT VNDM1, s 23438001 PROILUX NBSI. 2C1SORCIOIO USES
, IARI LOAD CASE I
- EI1OtlNS 1142/494 (002s21) llIXI,0O 002313 PAGE '
LOCAL POIC24WI rA Is LOCAL WOMINTS IPT-Lb)
DIRECTION COIXRys rC MA MP MC Cos Cos Cos Cos CD3 COs Cos Cos COS AZ AY AZ ex DY DI CZ CT CE
'4 f
DATA TYPE LOAD TITLE TI 080 *AD PSpoI4atLS@03
'hSl JKXX PAULI rAOVI,X
- 440 4490
- 4400
'4,110.
0 e
0 0
I 0
0 c
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04 0
"11
2C151ACes ESZ101/95 FItNO/S4 (0022122 10116/00 002213 PA03 9 RSTR5AINT LOAD EMAAY TITLE
, PRSDEATIR *F-W SYSTEM 30C 23D TO 07 PROJECT NUMBER l 234)001 PROOLIN YU3B3R
, 2C1511C5015 UStR I PAiI LOAD CASE I
OIEPLACt:MT (1V)
DI DATA TYPE PT LOAD TITLE 3LOBAL
.OICES 0130 tS tY GLOBAL KOKNTOS (FT-LB)
FS WE NY NS 001 ABC 11122W302015 WTI TINELI TIM91,2 TII83L2 LOCA
- 14.
-747.
71.
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978.
4292.
0.000 0.000 0.000 0.021 0.02$
0.027 0.032 0.0)1 0.020 0.031 0.030 0.027 0.032 0.031 0.026 cm 607 BAD SLS01S WTI TIMELl TINEL2 LOCA 000 sPo SLSO0S WTI TINELI TISXL2 TI6IL3 LOCA 011 BAD SLS014 "T1 TIHZLI TIKUL2 TIN EL)
LOCA 011 0AD ULSO14 WTI TINELI TIMIL2 TINE?.)
LOCA 014 RAD IILS011 TINT TIMILI TIMIL2 TISEL3 LOCA 1218.
26120.
24290.
2 a080.
2406 0.
0.
0.
0.
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864 10427.
10427.
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0
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3 21444.
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21177 21505.
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0.032 0.034 0.006 0.013 0.015 0.000 0.000
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T110WXSS3
-1?
- 212W" RJO 1A TO 347 PROJECT NUMBER e 23436501 PROBLEM 1034331, 2CLR0CS035 2S3R 8 PANT LOAD CASE DZ v
GLOBAL roRcls ILB)
FP PY GLOSAL no0s3T2 (FT-LU TZ RX NY 2J DI8PLACZNENT (IN)
RZ DX DY DATA TYPE LOAD TITLE PT 024 LAD Lso513 TINSLI TIN3L2 TrXIL3 LOCA 040 SPR 131014S30000 5211 WTINSL TINSL2 TI KSL3 LOCA 13 SPE 1190141LS0S1 TZ10L2 TIMIL3 LOCA ass Rho
?19016LS0o0 TINL TIMILI TINSL2 TIMML3 LOCA 0ss0 BpA F3W50IR0004 WTI TINSLI TIMSL2 TIN 13 LOCA 003 RAD 7510143L0004 W71 TINSLI TINSL2 TIHXL3 LOCA
.277.
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-0.507
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- 0.
0.014 0.00
- 0.
0.014
- ,0.03 0
0.012
- 0. 003 0.010 0.025
.012 0.034 0.011 0.031 0.012 0.034
- 0.
0.002 0.400 0.0
- 0.
0.003 0..53 0..04
- 0.
0.003 0.003 0.oo0 0.010 0.03 3 0.031 0.0 I 0.031 0.001 0.001 o0.001
- 0.
.0.001 0.010 0.000
- 0.
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- 0.
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- 0.
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8 I
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2cissact O.,IVE/AS IRV LOD0 (002213) 10/16/00 002213 PAGI 9 R16TRAINT LOAD
SUMMARY
TITLE PRIDNATIR.FW-RSTSSE 380 2R TO 17 P10RJCT NUMS3E u 2)360601
?ROBLEN NUNOEX r 2CI59RCS03S USRR I FAVI LOAD CASE I
x I0%O OLOPAL FORCES (0.3 FE FT OLONAL MOMEONTS iT-LB)
FE ME ItI rz DSPILACIHMET (IN)
DX DY DE DATA TYPE LOAD TITLE PT ICA BAD R1001HqL5011 TII TIHXL1 TIMELI
O.
0.
0.
O.
0.
O.
0.
0.
O.
2207.
2207.
0.
6.
O.
0.
0.
0.
0.
.26.
B1g.
060.
S61.
447.
4.
,05.
I0 0.
.22 60.
42.
402.
407.
423.
- 10.
2083.
307.
2006.
504.
3642.
372.
2311.
S04.
3642.
- 0.
0.000
.0.001 0.000
- 0.
e.00o 6.061 0.0OS01
- 0.
e.0eo 6.006 0.001 O
- 0.
o.ooO 0.006 0.007
- 0.
0.600 0.00C6
° 0.0
-1013.
0.000 0.000 0.000
- 74.
0.000
.00 0.00 2017.
0.000 0.000 0.000 2030.
0.000 0.000 0.000 2026.
0.60e 0.000 0.0o0 0.000 0.000 0.000
- 6.
6.020 0.026 0.627
- 0.
0.032 0.031 0.030
- 0.
0.031 0.030 0.037 O.
0.0)2 0.021 0.010 WTI SS 4SL3 TIMELI LOCA 001 RAD CRENER SO WTI TSNRL2 TSSXL2 TISHZL3 LOCA 001 RAD CZTRER 80 ITI TIMIOLI TXHIL2 SSHIL3 LOCA 001 OAR CENTEO
- 0 ETI lOWELl 1261312 TIMEL)
LOCA 23004.
234I 23011.
21600.
0.
O.
O.
0.
0.
0 0.
0.
0.
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0 0e O.
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0.
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3S744.
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0.
107400.
104402.
110640.
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O.
0.
0.
0.
01.
0 0.000 0.000 0.000
- 0.
0.020 0.620 0.027 0
0.032 0.031 0.020 O.
0.631 0.0)0 0.017
- 0.
0.032 6.031 0.628 0.0o0
- .00O 0.000
- 0.
0.026 6.020 0.027
- 0.
0.023 0.031 0.020
- 0.
0.011 0.020 0.027
- 0.
0.032 0.031 0.026
- 0.
0.030 0.02 0.027
- 0.
0.032 0.031 0.020
- 0.
0.031 0.0)0 0.027
- 0.
0.032 0.031 0.026 CI 0
n92:
2CIS91CA RESTRAINT LOAD SUNNARY TITLE m FVXDWATU1
-tN-SYSN7D
- sa0 2s TO N7 IROJNOT "o"N"3, 2
1343000Q~1 gaouivo Swoola 2 IJCl SCSOlS 0811
, tPAZ!
LOAD CAIE I
£101/tstl/gs Yu/e0 qool21i 1oOI/ou 002211 1101 6 OLODAL XORCXS ILB)
Tx Vr OLODA0. MO43NNS (VT-LB) rz Ml MY KZ DATA TYPE LOAD TITLE 00x RKR CURTZR 30 WTI TIMILI TZMIL2 T0SLt 3 LOCA 001 BAR CXETER gg WTI TIM2Ll TIHIL2 TIMIL3 LOCA DISPLACZEXWT CIE)
D1 DS D1 0.000 0.000 0.000 0.026 0.021 0.027 0.022 0.021 0.020 0.031 0.e 0 0.027 0.032 0.031 0.020 0.
0.
0.
0.
O.
0.
0.
0.
0.
e0.
42;2S2.
"14 241.
427223.
0.
0.0.
0.
0 00 aOQ 027 359 V89014NL5012 WTI TIM1LI TIMEL2 TIML33 LOCA
,,s2 0tiO.
1752.
0.
0.
0.
0.
0.
0.
0.
e.
0.
0.
0.
0.
7004.
4101.
0077.
7064.
0.
0.
a.
0.
0.0.
0.000 0.000 207725.
0.020 0.020 203126.
0.022 0.012 213740.
0.031 0.030 213749.
0.022 0.031 0.000 0.0:2' 7'
O0.027 O0.020 0.0117 0.014 0.010 0.0lS 0
0.
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TIMBI TIMEl OCA 000 SEE tWTI TINSI TIMRI TINSN LOCA FP90142LS009
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.2 3237.
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e.04 0.0s4 0.004 0.010 0.0 12 0.014 0.01S 0.010 e0.OlS o0s BUD rUP014ML0002 2671 TIMIL1 TINSL2 TIMILL LOCA 1920.
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-4
2CISROCI RESTRAINT LOAD SUNARY TITLE
, FEIDWATER *P*
SYSTEM - RS2 2S To M7 PADJCT Run:S:
- 3430001 PEOLI gmNUNDEK acC5 RC5035 USER I PAN!
LOAD CASE M....
/S RVeU/0e4 1002213) 20/14/CO 002213 PACE 9 DATA TYPE LOAD TITLE PT too SNS 792014ULS003 WTI TrSNLI TIMKL2 TIMEL3 LOCA OLOShL VOICES ItL)
FX Ty PZ OLOBAL MOMENTS IFT-LB)
UX My N
IDISPLACEMENT (1N1 4S DX DY DZ x
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O.
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0.
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I i
0
aC1Z5RCo 1XBTRAIXT LOAD SVUMMAIT T1TLR P IRID"ATA 'Fl 115113 SO 23 70 37
... OSLIM NUMBER3 t 2CIZOOCS02O USER
, IPAl LOAD CASE I
- 0Z101/ys Fagg/054 (002213) 10/^1/00 002213 PAGE 9
LOCAL YORCIStLDI PA WI LOCAL MON rc MA DATA TIPS LOAD TITLL PT 001 AwC 1R122WS02015 WI1T TIMXLI SIMSL2 TISML3 LOCA 007 RAD L35014 WTI TIM2LI 1TH3L2.2 TIMXL3 LOCA 00J IWO X15011 WTI TIMILI SSYXL2 T1S213 LOCA 011 XAD YLS014 WTI TIMILI S12342.2 1T2SL7.
LOCK 011 RAD V15014 WTI TIMZLI I
123412 I
1T2ILI 2
LOCA 2
014 RAD 3.L5013 WTI TXMNLI TIMSL2 STIML3 3
LOCA I
INTO (T7-LB)
DIRECTION COSINXS MD NC COs COS COS COS COS COS COS COS COS AX AY AZ aX TY SZ CX CT CZ 17 4202 1.00 0.0o 0.00 0.00 1.00 0.00 0.00 0.00 1.00 VOAf 14
-747 71
. 2 0 120 27012 17094 27834 L3358 37 11444 11177
-9S
.2 0 94
.2700
,2*13
.476
.10 0
.00a 0
.0797
.1090 0:0.0 0.00.0.37 0
0.00.0.37 0 0.92 0.000.37 0 0.32 0.00.0.37 0 0.13 0.00_0.37 0 0.00 1.00 0.00 0-1.00 0.00 0.00 0.1.00 0.00 0.00 0.1.00 0.00 0.97 0.0.24 0.00.0.27 0.0.24 0.0.0-.17 0-0.97 0.00-0.22 0-0.97 0.00.0.22 0.07 0.00.0.a 2
0b.0.7 0.00l.0.2 0
-I I
0 0\\I
S 2CISS1CSOI RESTRAINT LOAD
SUMMARY
STTLE VIrD:AITR
- rN* 13371T. -
I.C 1C TO "7 PRo.IC? ri 22 242001 PROELNK 302411 2C!190C5035 CJJR I PAN!
LOAD CAST
- H310a/a5 FR1a /054 (0022123 10/11/00 002213 PAGR 9
LOI DATA TYPS LOAD TITLR FA PT 014 RAD NLS011 WTI S12 TINSLI 11120 TINSL2 11401 T11213 11170 LOCA 11520 040 CPR 781014800001 TI 0
TIXMLI TIMIL2 7IM1L3 LOCA
- 3 CPR P28014RLC00S 371 0
TINILI a
7181L2 a
T718L3 0
LOcA 0
0C5 lAD rW9014RLS006 WI3
-3200 SINSL3 1349 71Xt1,2 1165 T1832L 1451 LOCA 1401 C015 SPA I'914S8O004 ST1 0
TIMIL1 0
TIN2L2 0
TINJL7 a
LOCA 0
MS BAD
?301401LS000 WTI
-827 T18211 1311 T113L2 110 71813 1704 LOCA 1706
- AL POICSS(LI)
F9 LOCAL M0N80T3 (VT-L)
- C MA 8m 0
0 0
0 0
0 0
0 0
0 0
0 DINECTIOM COIsul*
NC COs COs COs Cos COs Cos COs Cos Cos AX AY AZ ox IT Cs CX CY Ca 0-0.14 0.00.0.14 0-0.54 0.00-0.84 0-0.04 0.00.0.14 0-.0.4 0.00.0.14 0-0.14 0.00-0.84 O 0.00 1.00 0.00 Io
'0 C
0 0
0 0
01 0
0 0
0 0
0 0 0.00 1.00 0.00 0 0.00 1.00o 0.0 0 0.00 2.00 0.00 0 0.00 1.00 0.00 0 0.00 1.00-0.0o a 0.00 1.00-0.07 0 0.00 1.00-0.07 0 0.00 1.00_0.07 0 0.00 1.00-0.07 0.
10 0.00 0 0.00 1.00 0.00 0 0.00 1.00 0.00 0 0.00 1.00 0.00 0 0.00 1.00 0.00 0 1.00 0.00 o.0O 0 1.00 00 0.e00o 0 1.00 0.00 0.00 0
.0 0e.00 0.00 0 1.0 0o.00 0.00 I
I 40 0
-a nS
'4
7C159RC530S RISTRAINT LOAD l14XAIT SITLX a PEEDWAT3R *7rw STETN -
A0G 22 O 0(7 PROJECT NONIER a 2 348001 PRODLlN SONDER, 2C159XC5015 LOAD CASE P
jq3o1 /xs FREU/054 18022131 10/14/00 G00223 PAGE 9 DATA TYPE LOAD TITLE PT ICA RAD P119014IL5011 WTIEL TINELI LOCA 110 ANC PER M-7 WlT TIHXLl TINEL2 TINREL3 LOCA 01 RAO CERTER 30 WTI TINILl TX IML2 TIM4RL3 LOCA 001 MAD CENTER SO WTI TINELI TZNEL2 TIIOZL3 LOCA 001 RAD CENTER s0 WIl TIi4RLIi TIMIL3 LOCA 001 RAI CENTER SO WTINEL TI ML2 TIi LI LOCA 1
I2 2
3 LI1 10 IS:
I I
LOCAL ORCIS (LBI)
PA PR
.85 0
668 0
207 0
a95 0
207 0
447
-2280 904 423 gsI 4 02 509 407 905 423 004 0
408 0
oil 0
400 0
43S 0
137 0
016 0
01i 0
744 0
440 0
GI5 0
7744 0
o 0
0 0
0 0
0 0
LOCAL MOMENTS (rT-LB)
DIRtCTION COSISEE PC 0
0 0
0 0
10 1"7 004 372 504 0
0 0
0 0
0 0
00 a
a 0
MA HE3 NC COX COS COS COs COs COg Cog COg COG AX AT Az GE RY GE CZ CT CZ 0
0 0
0 O0 2002 3054 2842 I3121 3 042 0
0 0
O0 0
0 0
O0 O0 1 064 107e40 104402 12 0 (4 110640 0
02 10 I0 0
0 0
O 0.ee 0.00 1.00 o o o.oo 0.5.00 0 0.0o 0.00 1.00 o 0.00 0.00 1.00 0 0.00 0.00 0.00
-5003 2.000
.000
.000
.000 2117 1.0
.000
.010
.006
.010 2838 1.0 0.000000 10
.5
.00.010 2038 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 1.00.
a 1.00 o
0.0o o i.oo 0.0 0o.00 0 1.00 0.0 0e.00 0 1.0 0.0 0.00oo 00.00 1.00 0.e0 0 0.00 1.00 0.00 e 0.0 1.o 0o
.00 e 0.0 1.0 0e
.00 o 0.00 0.00 2.00
- 0.00 0.00 1.00 0 0.00 0.00 1.00 0 1.00 0.00 0.00 0 1.00 0.00 0.00 o i.oo o.00 0.00
2C103s9CO0S RO8TRAINT LOAD DOMMART TR:TLN NV3BSR 3A 2
3
- 0f2o7 1133 033a 2CISIKC5035 LOAD CASI I
LOCAL FOaCs (LDI Ms 101/NS rREO/054 10022131 10/16/00..
II12 lAO! 9 LOCAL MOME0NS (7T-LRJ DIRECTIOx CORsIuo DATA TYPR LOAD TITLE 1?1
@01 BRA COMIER 80 WTI TINNLX TIMIL2 TIMNL3 LOCA
@01 RAR CRENTR SO WTI TIMELI TINEL2 TIMBLI LOCA 027 s33 730014Lt5012 TII TIMILI TINOL2 TIMIL3 LOCA 042 033 111pa4lantsoa WTI TKRIL2 TINBL3 LOCA 000 839 YN9914MLS901 WTI TlNSLI 7hIMIL2 TIMEL3 LOCA 055 003 133014RL5002 TIl TINSLI LOCA e5 S
M2aRDI.L3 0
llS L3 LockL PA VD PC MA 043 NC COS COo COS COs Cos Cos Cos Cos Cos AX AY AZ ax By DS CX CY el
'0l I0 I
I C11 0
70 761:7 0.7 7000 307 7,"7 30101 7067 3270 7667 a
0 0
0 0
0 0
00 0
0 0
0 0
0 0
0 0
0 0
0 0
427202 414241 427253 207725 213743 21374 0
0 0
0 0
0 0 0.00 1.00 0.00 0 0.00 2.00 0.00 0 0.00 1.00 e.00 0 0.00 1.00 4.00 0 0.00 0.o0 1.00 0 0.00 0.00 1.00 0 0.00 0.00 1.00 0 0.00 0.00 1.00 0-0.47 0.00-0.40 0-0.47 0.00.0.oo 0-0.47 0.00-0.01 4-o.g7 0.90-..ss 0 0.00 1.00 0.00 o 0.00 1.00 0.00 0 0.00 1.00 0.00 a 0.00 1.00 0.00 0 1.00 0.00 0.00 0 2.00 0.00 0.00 0 1.00 0.00 0.00 0 2.00 0.00 0.00 0 0.47 0.00-0.03 0 0.47 4.00.0.00 0 0.47 0.00.0.01 0 0.47 0.00-0.0O 00 0
0 0
00 0
0 01 0
0 0
0 I
IE 000 0
0 i0
-a~
0 2C1SR1CS03S 13STRAINT LOAD SUMMAIT SSTLt sP ERID1ATR *-IW ST1RUM - 50 270 TO H7 PROJECT IINUNSX. 22426061 RO5LEM RVHJZX 2C150IC505 L3A A
,VAN LOAD CARt 2101/N$s YRN/054 4002212) 20/10/00 002223 PAGE O
LOCAL FOICtS (SIT rI FE LOCAL MOMENTS (FT-LD)
DIRICTIOx COSZNRS PC "A
we NC COt COs COs COS COs COs COs COS COs Al AY AZ sx By Is cx CY CZ DATA TYPE LOAD TITLE o0e two F900141L5003 5111 TZMIL2 LOCA x
~0 so leo 2243 2551 2132 2551 0
0 001 00 0
0 0
0 0
e 0 0.0e 0.00 1.00 0 0.00 0.00 1.00 0 0.00 0.00 1.00 0
I 0
0 0
ka
'I
,C S
CALCULATXON SHEET Am PROJECT STP-SCR 2fl JOB NO 23438300 OIICT Ow-PR PVnG FROM S.SG.
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H BELB STRESS SMffJARY TOTAL NO OF SHEETS 4
2C155CeS ALL p1is BDuAl LOCATIONS STZILIC
- 7::R:AT3 *r-?
S3T83
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PROOLN 30031 201003CS030 us3 2iPANX LOAD CAEN ALL CODE SCJW7S. CLASS 2 ONIZOI/MS F113/054 tOO21081 10/1(/00 002133 PAoS S
I En BLIXRUT TO TITZL 002 TROT 001 00O2 TROT 003 0103 TOOT OSA 02A TrOT 202 3012 TOOT eI.
BRRD 00S4 S"
00I TOOT COA TROT 007 007 TROT 007A
.007A TROT 003 a 00S
- 3330 003 8 008 C 3B30 003 3 SXC51D5D ALLOWAIL!
gON 9 30 10 PSI PSI 23 17 is 20 go" 0.10 ALLOW MS PS!
30 46003 40 241 1430 1401 43600 231 1400 1031 742 40444 546 7076 14307 223 0 48000 7070 21700 20370 7075 21700 20270 4e0o0 2211 17004 10217 05a4 2
2S70 30110 25400 0031 21270 27203 20408 000j 1t142 24235 026 MI3 100006 22400 0038 S
11 12132X4° 0020 6013 12153 32400 0208 210:
0220 10420 0200 20230 14433 22400 0218 6442 12000 0213 442 12440 33400 03 1 52 1200 4970 14070 21053 32400 700a0 2517 22321 7004 5117 22212 72400 6004 15133 22123 0
0 I
0
2C157ACM ASL 0
3*L1/Oos razv/es4 10021081 20/u/co 002100 PAOR PIPE LX6AX LOCATIONS CODo tc2r7,S CLASS 2 RELEMET FROW TYPE TO TIT..
.003 TROT
- ID StSLS 0os TROT 010 H 010 it TNOT 0le11 IIA 211 TROT 1IkA.
llAA TXTR 012 0112 TROT 031 012A TROT 013A TROT 014 014 TXOT 015 015 TROT 014 TROT 010 TXOT 02a 028 TROT 021 SOA S0A S
LDA 10 2-10 1.1100 p1s PSI PSI FE2 4310 40 12719 32400 4204 s 41 12540 33400 5772 1400 2032 22400 4232 144 214 421 142340
- 2123 22400 7561 15711 2323
- 404 4478 12321 32400
- 410 0073 144s3 ISt*
0072 140) 12e000 4433 7402 1323 0433 7482 1322S 32400 4132 7142 13222 4132 7142 13322 22400 4020 7370 1240 3
4028 7270 12405 12400 4020 7409 13725 4020 7400 1732S 22400 4103 0772 14932 0153 0772 24322 22400 0344 10223 16007 0364 10323 10437 32400 4141 0110 14253 4141 0110 14253 22400 41359 102831 100; 43 32400 52" 4001 10520 5027 4431 10320 32400 5307 42S 1222 6S07 42*5 10132 22400 00 40 3327 En 00 10 0
I a
00 40 EXCEEDED ALLOWASBL
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?.LL PIPE RIZA U LOCATIONS M3S101(N5 V USU0S4 Io0z108l 20f16160 go:1ga FAUN Co*SC357S. CLASS 2 USON TYPEz SUN TO TI.LE Igo g
lol 10 0.10 ALLOW PSI PSI PSI psi 021 TUOT s53t 4031 0027 32400 022 5l00 3154 0754 022 TROT1 0
31 01 3240S0V 02s a 5 7 3 40
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6 1 2 4 1 0 12 0
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6036 1 00 77 16 46 32400 020 22 47 56 11 077 0 0 TROT 622 475 11077 32405 0 25 63 6 4 7 60 1111 025 TUG?
63:64 4740 11115:
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6623 4775 11]00 32400 040o.
6514 4507 11641 70 T OT831 4 170 11066 3
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6 016 000 12014 3 24 0 0 64s a SlU G 67 61 11S4 6 13 0 3 34 00 040 M 6402 11226 I7I24 040 N
S UD S640 1122 177724 32400 a
2 IXQ 707IS719*
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r 6624 00020 1 10776 oo eis s
sv llas a7zs0 EXCELDRD ALLOWABLE
2ClSsRCSt!
ALL lEYE *ISAY LOCATIONS S101IIpS flwoe5O4 (003130) 10/16100 002101 PACE CODO sCiv7s, CLASS 2 "Re",
TYPE TO TITLS SQl I
son 10 3,10 ALLOW PSI PaS PSI pSa 030:
61 558 1614 050 T
56 1S564 32 400 OSO SIOA 26 328 3754 OSIA TWO?
63 C6l 3313 3754 3240Do aSS 6333 2274 6606 o
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2274 668 32400 860 a s33o 239 6713 "I6 S EN3D
'622 4245 10072 12400 060 N 6487 si01 13281 060 N 3SID 6687 61 13286 32400 0ce 3 6716 7161 14123 oc a
Sllicse es lees4oo 0
0 a TWO?
66361 4261 10461 32400 C::A 632 4346 10760 0C0A TSCT 6632 4324 10780 3400 0CS 443 4447 10674 065 TWO?
642 4447 10576 32400 070 6503 3362 16163 070 TNOT 6S2 5312 145:3 32400 063 6 0 14613 21332 00 TO663 14121
!2333 32400 085 260 7276 12347#
0 TNO 61263 7276 13347 32400 06 04 7613 13657 0oc TSO4 761 13657 12 3400 0845 4018 114 14163 oI:A "160 4T55 6114 14160 32400 067 6107 8S07 14654 087 TNOT 6167 6S67 14649 32400 030 3 6155 8337 151SC6 038 3 5330 6266 16368 23760i 32400 0
0S0 n 6457 17000 32327 O
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2CIS13C1 ALL Pips BIAZA &OCATIOXE Xtl*1/W5
,IWU/054 (002108) 20/14/00 002106 FAUX CODAS C3W75. CLASS 2 TO T7T71 SON V
BOA t0 5.10 ALLOW-019 N13 0457 2.7:00 23527 2 2460 0103 671 i552 2 15 A6 TWOT 41.46 552*
%4675 324600L "OSO 6433 40 1274 OIOA TWO?
145 42*
22746 32400 05 71;3; 42 11621 3
0
- Is TWOT 7210 44:2 6
1121 24
,Ss 6440 0140 20605
- 905, TWO?
- 440
- 14:
14405 22450 100 A 640 03 120 100 5 BRAD 6727 2.1045 1272 3224 00 10 20 16005 24220 140 2:0 N
BRAD 420 16I 42 20 zoo a 4234 168326 24073 100 I TWO?
0040 2.07 24243 A2400 I00A
- 12.
1041 141 200?.
TWO?
6114 10414 24521 224600 2bA 6247 345 1412 10?.
TWO?
0247 9345 24152 22400 20?.T?.
4210 4405 226923 0
IOAR 4414 2122 10227 lOAD TWO?
9442.
122 1022 22400 ICAC 4600 134 04*
'ICAC TWO?
6560 1843 0424 2A 324 00 100 7553 0011 15563 205 TWO?
7652 011 1553 32400 II*0 1773 1406 1720 0 51C30030 ?.LLONABLI VI'
CALCDLATION SHEET PROJECT STP-SGR JOB NO 23438300 J3CT FW-PIPXNG FROB S.G. 2B CALC NO RC5035 ORIGINATOR C.BASAVARAJU DATE SHBEET NO SHEET REV DCP# 98-19444-2, SUPP. 0 page of DCN# 0000065 Page I10 oC 5:5 ATTACHM T 4.0 SASS ISOMETRICS ToTAL 2mo OF SHES 6 0
DESIGN CHANGE PACKAGE FORM 5 DOCUMENT CHANGE NOTICE (DCN)
OCP NO.
98-1c9444-2 SUPP.
0 PAGE OF-DCN NO.
0001l_945 PAGE 2 OF 9
"BEFORE" SG "B3" L
STPOCNS.DON
r CCp 4f a
J 4-ZS
/.0, 0 ooooozs Por/13 DESIGN CHANGE PACKAGE FORM 5 DOCUMENT CHANGE NOTICE (DCN)
OCP NO.
98-19444-2 SUPP 0
PAGE OF DCN NO.
0001945 PAGE 7 OF 9
"AFTER" SG "B" 3UNIT 2 THIS DCN Ia, 4
L STPDCNS. DGN
CALCULATION SHEET PROJECT STP-SGR JOB NO 23438300 JCT FW-PIPINS FRom S.G. 2B CALC NO RC5035 ORIGINATOR C.BASAVARAJU DATE SHEET NO SHEET REV 5
DCP# 98-19444-2, SUPP. 0 page of DCN# 0000065 Page it6 ofl3 5 ATTACIQNT 5. 0 LOCAL STRSSS £VALUATIONS FOR IWAs Based on unit-1, there are 5 welded attachments (nodes 1OA; 027, 050; 080; & 009)
No separate evaluation is considered necessary for unit-2 as unit-l local stress evaluations (see Ref.5.12) showed large margins while the stress and load changes for unit-2 are realtively small. Therefore, unit-2 welded attachments are acceptable ln ccrparison with unit-1.
9
CALCULATXON SHEET
- PROJECT STP-SGR JOB NO 23438300 3JECT FW-PIPINQ FROM S.C. 2B CALC NO RCS035 ORIGINATOR C.EASAVARAJU DATE SHEET NO SHEET REV
.5 DCP# 98-19444-2, SEPP. 0 page of DCN# 0000065 Page II?-of /5 S ABTACKIENT 6.0 EVALUATION OF GENERIC IWA CALCULATION Eased on unit-1, there are 5 welded attachments (nodes 10A; 027, 050; 080; & 009)
No separate evaluation Is considered necessary for unit-2 an unit-l local stress evaluations (see Ref.5.12) showed large margins while the stress and load changes for unit-2 are realtively small. Therefore, unit-2 welded attachments are acceptable in comparison with unit-l.
~CALCUL~ATION SHIEET CT PROJECT STP-SCR JOB NO 23439300 J3CT Pw-PZPrXG FRcO
- s...
2B CALC NO RcS0355 ORIGINATOR C.BASAVARAU DATE SHEET NO SHEET REV DCP# 98-19444-2, SUPP. 0 page of DCN# 0000065 Page 119 of1/5%
A7TACMMVT 7. 0 FZtEDREAD PENETMTION LOADINGS AND EVALUATION TOTAL NO OF SNEETS 4
0*
PENETRATION LOAD
SUMMARY
PENETRATION No. M-7 10/23/2000 CP %F 9-94q4+2,-OPP, c Def-14 00000 w/1,1 t /557 0
S LOADING OUTSIDE CTMT LOADS
_ LB LB LB T LB FT LB FT LB OW
-32
-1219 0
8883 1
4652 TE +
4466 122 49 0
798 0
TE-
-431 0
-17 0
-438
-3649 OBEI 12895 4110 1959 9185 11705 24056 SSEI 25568 5703 3700 18786 22619 33427 OBESAM 124 637 1355 0
19640 8204 BLD SETL 512 1995 898 0
26953 59538 WAT HAM 39838 5307 2693 2810 11608 27948 DBA 0
0 0
0 0
0 LOCA 0
0 0
0 0
0 MND 899 101 5
0 90 1095 JET 0
0 0
0 0
0 RUPTURE 220200 43288 43268 151400 222917 222917 INSIDE CTW LOADS FA FB FC MA MB MC
_ LB LB LB FTLB FT LB FrLB DW 447
-2280 18 2083
-28
-5053 TE +
2472 1219 19846 0
4774 22156 TE-
-40608
-2562
.1108
-23594
-52355
-6521 OBEI 2671 2220 854 4288 992 22484 SSEI 4816 3271 1233 8278 1865 32929 OBE SAM 3372 58 3034 887 24110 814 BLD SETL 0
0 0
0 0
0__
NAT HAM 259184 8282 18765 78992 33663 59819 DBA 15509 0
31 7400 2287 14412 LOCA 985 423 504 3842 815 2838 MND 0
0 0
0 0
0 JET 3143 98 310 1023 822 145 RUPTURE 0
0 0
0 0
0
_ INSIDE+OUTSIDE LOADS 1 FA FB FC MA MB MC V
MBR LB LB LB FTLB FTLB FT LB LB FT LB DW 415
-3499 18 10946
-27
-401 3499 402 TE +
6938 1341 19895 0
5572 22156 19940 22846 TE-
-41039
-2562
-1125
-23594
-52793
-10170 2798 53784 OBEI 1556 630 2613 13453 12697 46540 6848 48241 SSEI 30384 8974 4933 27064 24484 66356 10240 70729 OBE SAM 3496 695 4389 867 43750 9018 4444 44670 OLD SETL 512 1995 898 0
26953 59538 2188 65355 WAT HAM 299022 13589 21458 81802 45271 87767 25399 98755 DBA 18509 806 5531 7400 2287 14412 5589 14592 LOCA 985 423 504 3842 815 2838 658 2953 MWND 899 101 5
0 90 1095 101 1099 JET 3143 98 310 1023 822 145 325 835 I
' SEE JUSTIFICATION FOR EXCEEDANCES
PENETRATION LOAD
SUMMARY
PENETRATION No. M-7 10123/2000 2-,
PPP.C a
Pit D
0ooooo65 P Ia 1,2 1 /57 DPr-gf ~1e9,t:74 4.
0 RUPTURE 220200 43268 43268 151400 222917 222917 61190 315252 D
415
-3499 18 10946
-27
-401 3499 402 D+TEP+BS 7865
-163 20811 10946 32495 81293 20812 87548 D+TEN+BS
-40112
-4066
-209
-12648
-25867 48967 4071 55379 D+OI+WND 16880 9930 2636 24399 12814 48036 10274 49716 D+OI+WND 24330 6594 23429 24399 45285 128928 24339 136650 D+OI+WND 56577 10497 2827 26101 38654 96602 10871 104048 D+SI+WN 353357 25878 32759 132077 73742 172212 41747 187336 D+SI+R 2509991 55741 48219 189410 247428 289674 73703 380961 PENETRATION ALLOWABLES FM
800 6962 7447 42130 D+TEP+BS 41846 409761 18263 260446 D+TEN+BS 41846 40976
.18263 280440 D+OI+WND 8517 28295 20458 178058 D+OI+WNI 64839 63829 34615 406829 D.l+WND 64839 63829 34615 406829 D+SI+WN 488016 786831 496685 946739 D+SI+R 488016 7888311 496685 9739
_ ACTUAL TO ALLOWABLES RATIO JFAIFAM MA.M VNA MBRIMBA D
0.692 1.572 0.470 0.010 D+TEP+BS 0.188 026_
l
- 8 1.140 0.336 D+TEN+BS 0.959 0.309 0.223 0.213 D+OI+WN 1.982 0.8621 0.S02 0.279 D+OI+WND 0.375 0.382 0.703 0.336 D+OI+WND 0.873 A
0.409 0.314 0.256 D+SI+WN 0.724 0.168 0.084 0.198 D+SI+R 0.514 0.241 0.148 0.402
- SEE JUSTIFICATION FOR EXCEEDANCES
CAfLCULATION SHEET PROLTECT smP-sCRz JOB NO 23438300 JCT w-PIPIxG FRcm8 S.G. 2B CAhC NO RC5035-ORIGINATOR C.BASAVARAJU DATE SHEET NO SHEET REV DCP# 98-19444-2, SUPP. 0 page of DCN# 0000065 Page 121 of /37 ASSESSMENT OF IMPACT OF SCR MODIFICATION ON FLUED HEAD PENETATION LOADS:
FLUED HEAD PMWETRATION (K-7): (LOOP -B)
CASES UERE ALLOWABLES ARS EXCEEDED ARE SMMARZED BELOW WITH JUSTIFICATIXO.
PREVIOUSLYi Ca =
I IACTUAL/ I JUSTIFIED l l
l AW"OWABLE lE:=PED l
l l LOADIMS l
111 I
I II 1I l(NORMAL PRlM)
I I
lIFA LB l 415;600 l
725 IOX l
lIV LB I 34999f7447 1
6302.
I n
JIMA FT LBI 10946/6962* l 15311.
1 JIM FT LBI 402/42130 125871.
1 I
(NOmR PRI+SEC I
i fFA LB l '7865/41846 131298 l
OX II IV LB 120812218263* 123609.
1 11 JIMA FT LB110946040976 146230.
I II UIMB FT LB1875487260446 1185309.
1U L
Ij(UPSET PRIM) l I
I NFA LB l 16880/8517*
1 16660*** l Ox JIV LB 10274120458 1768 JIM FT LBt 24399(28295 l 30408 I
L lIMB FT LBI 4 9 7 1f/1 7 8 0 5 81 63763 II I,
I n
- EXCEEDED COMPONENT
- RESULTS ACCEPTABILITY BASED ON ENVELOPED LOADINGS USED IN CALC# 2L469RC9962 REV. 2
CALCULIATION SHEXET PROJECT STP-SGR JOB NO 23438300 3JCT FW-PIPXBG FROM S.G. 2B CALC NO RC5035*
ORIGINATOR C.BASAVARAYU DATE SHEET NO I
SNEET REV DCP# 98-29444-2, SUPP. 0 page of DCN# 0000065 Page )Z2-of /3I9 ATTACMMVT 8.0 OTHR InORMTTIO TOTAL MO OF SITS ) 3
- , cp#
S1f9 4 4 2, sP.
No Pa7 DEXSIGN 6?ClA1ODTATLU be'--JO 000006S-P-
/23 1 a3 WXSJGHOUSFEL!
ECAC COW hIX32AU INU SCT WESTINGHOUSE PROPRWARY CLASS 2C TABLE B-2 (CONT i)
STEAM AND FEEDWATE NO7ZZE DESIGN LOADS FEEDWATER N E DESIGN LOADS MAIN FEEDWATERNOZZLE WADING THERMAL PRESSURE WEIGHT(3)
SEISMIC OBE (3)
SEIMIC S (3)
LOCA FM)D LNE BREAK (FIX) (2)
US) 77 33 506 Fy 50 so0 14 30 70 26 358 Pz 14k '
0 14 30 70 358 Mx smo 0
300 1100 1700 1425 13.133 My IIN-KIPSW 1909 0
50 1440 20W 3581 7739 Mz 350 0
570 1440 2000 3511 77m9 (2) NOES:
(1)
AU value ae+/- unlen Evaluation of adequacy of sbll Junctiom is
)
euitd.
O3 edwih n scismcloast b cea 0
y x
ZByRHR S
OLH 5MWfACfTlH MM-41mm 1 PAGE AM Oo 2M UATE L2190 VONt
//
DC "j*
V0o°ob 9 /
t Jar Nudear Servies Division De-p4 67t_1q4-_D2, SPP.
- 0. pY Westinghouse Electric Company LLC Boa355 PMsbury'i. Pennsylvaiia 152300355 j:
JUN 28 2090 ;,
.jU; WP-BEC-STP2-SGR-01 I Bechtel Job: 23438-SC-00l(U2)
W File: 27.1.3,29.1.8 & 29.3.1 June 28, 2000 Mr. Ron Beck STP SGR Project Manager Bechtel Energy Corporation 5275 Westview Drive Frederick, MD 21703-8388 SOUTH TEXAS PROJECT ELECTIC GENERATING STATION UNIT 2 STEAM GENERATOR REPLACEMENT PROJECT Confirmation of Stress Calculation Innut Ref. I.: BW-00-015, dated June 2,2000 Ref. 2.: W Calculation CN-SMT-00-056, dated June 21, 2000 WO-I!oGi;A.t-well In response to your request for confirmation of select stress calculation input, reference 1, Westinghouse provides the following:
Reference 1. Enclosure 1. Items I & 2 Westinghouse has completed the evaluation of the applicability of the reactor coolant loop analyses performed for the South Texas Unit I Steam Generator Replacement Program (SGRP) for use in the South Texas Unit 2 SGRP. Westinghouse has concluded that the results of the Unit I SGRP reactor coolant loop piping stress analyses are applicable for the Unit 2 SGRP. The evaluation is documented in Reference 2.
Therefore, Westinghouse confirms that the analysis data defined in Reference I (Enclosure I Items I & 2) are applicable for use in the Unit 2 SGRP. Specifically:
Reference 1. Enclosure 1. Item 1 - The South Texas Unit I SGRP reactor coolant system thermal and seismic movements documented in Westinghouse Calculation W-SMT-97-027-14 and Westinghouse Letter WP-BEC-SGR-97-051 (June 27,1997) are applicable to the South Texas Unit 2 SGRP.
- Reference 1. Enclosure 1. Item 2 -The South Texas Unit I SGRP time history LOCA analysis displacements documented in Westinghouse Calculation W-SMT-97-027-030, Revision 1, and Westinghouse Letters WP-BEC-SGR-98-056 (May 18, 1998) and WP-BEC-SGR-98-060 (May 20, 1998) are applicable to the South Texas Unit 2 SGRP. (Note that data provided in Westinghouse Letters WP-BEC-SGR-98-046 (April 21, 1998) and WP-BEC-SGR-98-055 (May S 1998) were superceded by Westinghouse Letters WP-BEC-SGR-98-056 and WP-BEC-SGR-98-060.)
s Page I of 2
!DcP:#f 58
.-92.
SDUPJO p
{a 7
4CAJ46 oo S-oo6r AI
/25 J£ /Y WP-BEC-S1T2-SGR-00-01 I Bechtel Job: 23438-SC-001(U2)
June 28, 2000 Reference 1. Enclosue 1. Item 3 Westinghouse confirms that the allowable nozzle loads provided in Tables B3-I, B-2 and B-3 of Design Specification 413A42, revision 2, STP Unit I Model Delta 94 Replacement Steam Generator, are applicable to the ST? Unit 2 replacement steam generators. The SiT Unit 2 replacement steam generator allowable nozzle loads are provided in Design Specification 414A21, revision 0. An information copy of Design Specification 41 4A2 1 is enclosed for your use.
Reference 1. Enclosure 1. Item 4 Regarding your request for confirmation of a twenty percent margin for potential future increases in the nozzle loads submitted (Enclosure 2 to reference 1), Westinghouse notes that specific evaluations of nozzle loads beyond those specified in Design Specification 414A21 will be required to confirin acceptability.
Reference 1. Enclosure 2 Westinghouse has performed an evaluation of the nozzle loads provided and fmds them to be acceptable. The evaluation is documented in Westinghouse calculation CN-NEE-00-073, revision 0, "Evaluation of South Texas 2 RSG Main/Auxiliary Feedwater Nozzle Loads", June 2000.
Please contact Dave Dominicis (412-374-6741) ornme (412-374-6452) if you have any questions on this transmittal.
Action Summary: None Sincerely, S. A. Palm Project Manager SGR installation
Enclosure:
Design Specification 414A21, revision O, Si? Unit 2 Delta 94 Replacement Steam Generator cc:
R. Slover (Bechtel ST? Site) IL, IE B. Bizzak (E) IL J. Liddy (Bechtel SWT Site) IL C. Pringle (
I iL K. Plasket (Bechtel Frederick) IL, IE Page 2 of 2
Aux-21-91 12:l1Z FraitC L EBERV CRO tII9?Z4C45 7-05 P.C2/0 F-168 t'cp41 9q-(94
--2, *'uJP.cO, L
f
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BteIte Gaf,wm g MyAnd 2DBZ835 (30?) 41T-3000 November 11. 1999 Mi. David Ston"atet STSB16-NOC-03 Ptoject Mansgez Steam Gtenouor Replaremet STI Number 30990523 South Texas Project Nuclear Operating Company STP File NamberM MtB8O 8 711as Wot of Wadsworth on FM 521 Matagorda Coany Was worth. TX 7743 Somh Tomas Pect Nuclw Operaft Company ldti2 Sw=GC nenwcReplaecmutProjoct Bechtel Job Number 23438 Bechtel File Numbes M2A T0730, T0735, T0740 Subect:
Unit 2 -2tE)07 Wallkdown R hts -RISG Sccondanj SyLtem Pinlrn Dear Mr. Stonesweet.
Bechtel end Westingh onuir'eering teao completed walkdownas during 2RE07 assocated with tmrouting of rplacment em eneraw secny side piping system Inside the biological shield walls. Based on results of theba walkdowns we Uve been *bc to confi= that the prpoased Unit 2 ipift r tes and tupport locadoes O s foa MLIn Fedwater, Axillty Feedwe and Blowd n sysems willbe similar to Design Chage Packhg d
pipe routinp and support locatous, fr Unit 1.
The diffmces; betwen the Uit I pipf iind support designs and thetJuMtconuplced Unk 2 2RP-7 walkdowns for each of these thre ppin ytems arc assoiated vith the location of exsting pipe supots, and potential intrfece betsauen propood wsuppot design. based on Urnt 1. and cxisting Unit 2 plnt ca ditles. In loops A and n
in Unit 2 vertical png eroutes have to bo adjusted to accomiodate for te fiact thu the Unit 2 RSGs *i theso cubicles ar witin tk i sh allado tole for pluomb (verticality). In all cumes UnIt 2 piping and suppoe will be dkesi D ing Unit I as-bullts a the strrng point to resolve Interfercuees identified by the 2RE07 walkiowns. At prsnt, we do not anticipato Unit 2 pipe support locations to be Caer tha one pipe dlantecr frm tde orsponding UnIc I support location.
he inlbnation In tu lettr is provded (or your se it completing STPNOC4s subconpatment pressurilation nalys. Based M the eults of our Unit pipizg stmss analyses and the similusity of pmbable Teroates for Unit
- 2. we do n= anclpate any Intermate beaks will result from the Unit 2 pping anlyses. We cannot cofinhn Wkis assunmtion until STPNOC has oompIttd its Unit 2 subcoupanment pressurization analyses and we have completed our Unit 2 pping stre aalyse. Should our Unit 2 piping stress analYses detlernlc the iood for cocsideaton of itmediato breaks, we will Ifonn you by ier of of se results.
If you have any questions pleas contact R. Parnisi at 361/972-4041.
B rpw~y Corpmllon
M2115 WM:6P Ff trtB l
OM CNEW 261IcZ4041
-CS I
.:43J^Q F-tE
'~~~11211TCt P.03/Ca FgS-liE~,-? ^<0to6r223 Mr.. David Stoestreet November 11, 1999
_ST-E6OC-990093 Acton Sn
- 1. STPDED is requested to revew W USd thl5s infmfaibn to eotplete the analyses for the Unit 2 SubcoupsrtjiPmsurizadon Analyses d provide the results to Bechtel and Westbou as soon u theso results am available.
- 2.
cbtkal is to advise STPNOC via Umr If latwmedhic pipe brvaks mwt be considered for UM 2 maIn feedwarw, nin steam, or anxiliay foedwater PIPin& by Decmber 31.
2000.
Sinctrely, ProjectMa
'er
_ LUB tb EnelcSUMe None cc:
T. IL Ciongeg, weo
.LW. Wlls, wto IX Ricbads. wlo S. E Thom. Wlo M. B.
E U.
K vw, w/o D. M. Ciamberlala, wlo STP-RMSwlo K. CMM e
/C.
k R. Siover, w#do J.K. Awell, wlo R. Permisi, w~o
- 3. Liddy. wo/
- 03. Ciiu!, W/o S. Pow. w/o SLCone ~
Nu-POper ny P
I 5'UPP 0. Pae PJ DeH ooooo6g P--<
128 7 15gs ST-NOC-WN-000018 November 29, 1999 PFN:
M18.5.4, M33.02 Sn:
31001820 Mr. Steve Palm Manager, Replacement Steam Generator Project Westinghouse Electric Corporation P. O. Box 355 Pittsburgh, PA 15230-0355 Attention:
Mr. David P. Dominicus
Subject:
UIrit 2 RSG Subcomnartmeent Pressurization Analysis
Dear Mr. Dominicus:
This letter provides information for your use in completing the Unit 2 A94 Steam Generator loop compartment analysis. Based on Unit 2 walkdown results summarized in letter ST-B6-NOC-990093, the proposed Unit 2 piping reroutes and support locations for main feedwater, auxiliary feedwater, and SG blowdown systems will be similar to those of Unit 1.
Bechtel is currently performing the Unit 2 piping stress analyses. The difference between Unit I and Unit 2 piping reroutes are negligible for the purpose of subcompartment pressure/tamperature analyses.
Therefore, if no new break locations aic identified during Bechtel's analyses, then the results for Unit 1 t94 SG loop compartment analyses may be applied to Unit 2.
If you need further information on this subject, please contact Safdar Hafeez at 361-972-8906.
Best Regards, Mark E. Kanavos Project Manager Stearn Generator Replacement Project
/sh 1T11 (w)
C~OwWovd~R5 a~o&ubcnpPTdo p.1 11MM09~
5o*h T=sPa /d Nudc/rOpsllgy CoifnpvY D2PCrf q8-74-44-2-, SuPP. o.
P.iy ST-NOC-WN-000018
?
z..c IVWf- £000O6!;F P
,ar
./9 2-J3~-
- cc:
J1.. Sheppard T. H. Cloninger FL L. Beck R. Pernisi D. W. Stonestreet D. A. Leazar C. R. Albury S. Hafeez R M. Attar A. C. Mcintyre U. S. Patil D. M. Chamberlain STP RMS/SRC N5005 N5009 Bechtel Bechtel NTASo N3010 N3010 N3010 N3009 N3009 N3009 N3001 N2002
.W rg 610
.-I
-0 hrpcwn) C:\\doto\\omc.9 ocwvnenfRxS 25ubcompw1ien1 PTIer.doC p.2 11129/1"9
21 a t011 114t June 2. 2000 BW-O015 Mr. Steve Palm Manager, SG Replacement Projects Westinghouse Electric Corporation Energy Center Site 4350 Northern Pike Monroeville, PA 15146-2886 South Texas Project Electric Generating Station Unit 2 Steam Generator Replacement Project Bechtel Job Number 23438 Bechtel File Numbers 0650/SC-00, T0620
Subject:
Stress Calculatop Trnput
Dear Mr. Palm:
In order to finalize our stress calculations for Unit 2 SGRP, please confirm that the Unit I SGRP information on Enclosure I is applicable for use on Unit 2. If the Unit 1 information is not applicable to Unit 2, please either provide the appropriate information or inform us as to when this information will be available.
If you have any questions, please contact Mr. John Atwell at 301-228-6566 or Mr. Jan McCombie at 301-228-6504.
Action SumroalX:
Provide letter verifying the applicability of the input documents used on Unit I for use on Unit 2 SORP by June 30.2000.
Si~n
/
Project Manager JAM:jam
Enclosure:
- 1. Stress Calculation Input (I sheet)
- 2. Preliminary Equipment Nozzle Load Summary Sheets (4 sheets) cc:
R. Slover, wfall
- 1. Liddy. wlo T. V. Sarma. w/o P. Kelly. wto J. A. McCombie. wlall A. Papadopoulos. whall DECIITEL POWER CORPORATION Mi (301) 417.3000 BECHTEL POWER CORPORATION S325 Spetarum Drive Frodq,*k. MD 21703 830a UIA t-0 (301) 417-3000
pPI ig -/9e-74+-2.,
SIP o.po-r pc'c
-- O00o o
/s ha PC1 5 /3-Enclosure I STRESS CALCULATION INPUT
- 1. Thermal and seismic movements from Westinghouse Calculation W-SMT-97-027-14 & Westinghouse Letter WP-BEC-SGR-97.05 1.
- 2. Westinghouse TGX time history displacement from Westinghouse Calculation W-SMT-97-027-030, Revision 1 and Westinghouse Letters WP-BEC-SGR-98-046, WP-BEC-SGR-98-055, and WP-BEC-SGR 056.
- 3. Allowable nozzle loads from Westinghouse Design Specification 413A42, Revision 0.
- 4. Twenty percent allowable nozzle load increase on the submitted loads (see Enclosure 2) as a future margin for any future modifications.
7
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