ML052920579
| ML052920579 | |
| Person / Time | |
|---|---|
| Site: | Calvert Cliffs  |
| Issue date: | 09/29/2005 |
| From: | Scott B Hopper & Associates Engineers |
| To: | Office of Nuclear Reactor Regulation |
| References | |
| +kBR1SISP20051115, ES200100180 CA04977, Rev 1 | |
| Download: ML052920579 (892) | |
Text
{{#Wiki_filter:I . - - 14 I:- Enclosure (1) Compact Disk containing CCNPP Calculation No. CA04977, Revision 1, Nutech Horizontal Module System (NUHOMS) 24P ISFSI Dry Shielded Canister (DSC) Structural analysis for DSC Numbers R025 and beyond. (Hopper calc. HABGE-01/99-0745, Rev. 2) Calvert Cliffs Nuclear Power Plant, Inc. September 29, 2005
EN-1-100 Forms Appendix Revision I E:SP No.: lEIS200100180 lSupp No. I000 lRev. No. l00 age 1 of Poo I FORM 19, CALCULATION COVER SHEET INITIATION (Control Doc Type - DCALC) Total Number of Pages (including attachments): 890 DCALC No.: CA04977 Revision No.: 0001 Vendor Calculation (Check one): 0 Yes 5 No Responsible Group: MEU Responsible Engineer: B. H. Scott CALCULATION ENGINEERING 5 Civil Of Instr&Controls 5 NucEngrg I DISCIPLINE: Of Electrical 0 Mechanical ; Diesel Gen Project I 5 Life Cycle Mngmt a Reliability Engrg .5 Nuc Fuel Mngmt 5 Other:
Title:
NUTECH HORIZONTAL MODULE SYSTEM (NUMOMS) 24P ISFSI DRY SHIELDED CANISTER (DSC) STRUCTURAL ANALYSIS FOR DSC NUMBERS R025 AND BEYOND Unit - 0 UNITr1 DUNIT2 OISFSI Proprietary or Safeguards Calculation - YES [ NO Comments: Ti SIS AN OWNER ACCEPTANCE REVIEWOF AN ORIGINAL VENDOR CALCULATION Vendor Calc No.: HABGE-01/99-0745 REvISIONNO.: 2 Vendor Name: HOPPER AND ASSOCIATES ENGINEERS Safety Class (Check one): OSR aAQ 5NSR There are assumptions that require Verification during walkdown: AIT U: NONE This calculation SUPERSEDES: REVIEW AND APPROVAL: Responsible Engineer: Hopper and Associates Engineers Date: 01/19/2001 Owner Acceptance Review: B. H. Scott -,;- I- Date: 02/27/2001 Approval: NA Date:
HOPPER AND ASsOCIATES ENGINEERS California License No.: 20498 FAX: (310) 791-7308 E-MAIL hateng@lx.netcom.com 300 Vista Del Mar Redondo Beach, CA 90277 (310) 373-5573 January 19, 2001 HABGE-01/99-0745, Revision 2 Mr. Robert H. Beall, Senior Engineer
- Nuclear Fuel Management Calvert Cliffs Nuclear Power Plant, Inc.
1650 Calvert Cliffs Parkway Lusby, MD 20657
Subject:
New DSC Design Structural Calculation - Revision 2 Transmittal
Dear Mr. Beall:
We have completed the subject revision and enclose one copy for your records. This revision incorporates comments and issue resolution resulting from Mr. Kaiseruddin's review. Pursuant to our blanket Purchase Order number 400235 Sub Order Release: 1, this letter provides our Certificate of Compliance/ Conformance (C of C) on the subject. The work product meets the requirements of the procurement documents. Very truly yours, Kelley S. Elmore Professional Engineer Enclosure cc: Mr. J. Remeniuk (w/o enclosure), Mr. B. Scott (w/o enclosure) Mr. M. Kalseruddin, Sargent & Lundy (wv/oenclosure)
HOPPER AND ASSOCIATES ENGINEERS HABGE-01/99-0745, Revisiohn2 ,E
- NUTECH HORIZONTAL MODULE SYSTEM (NUHOMS)
'24P ISFSI DRY SHIELDED CANISTER STRUCTURAL ANALYSIS FOR SIXTEEN NEW ASSEMBLIES I
Prepared for: Baltimore Gas &,Electric Company Calvert Cliffs Nuclear Power Plant' 1650 Calvert Cliffs Parkway, Lusby, MD 20657 Prepared by: Hopper and Associates
.300 Vista Del Mar-Redondo Beach, CA 90277.
January 1999 April 1999, Revision I ' I S a2E04 1 Reviionj2 It BGE 042
I - HOPPER AND ASSOCIATES
- ENGINEERS HABGE-01/99-0745, Revision 2T CALCULATION SHEET L1 *TITLE: NEW DSC STRUC AL ANALYSIS DATE: 12I04I98 PAGE: i
SUBJECT:
TABLE OF CONTENTS BY: . .. Z CK: . . ST: i 0o 1 TABLE OF CONTENTS SECTIONS PAGE
1.0 INTRODUCTION
1.1 PROBLEM STATEMENT ............ .. I 1.2 INVESTIGATION APPROACH ........................... 2 1.3 RESULTS
SUMMARY
.................... 3 2.0 SYSTEM DESCRIPTION . . . 4 3.0 ANALYSIS APPROACH 3.1 ASSUMPTIONS AND REQUIREMENTS . .5 3.2 CALCULATION METHOD .. 6
- 3.3 ANALYSIS CRITERIA 3.3.1 DSC LOAD COMBINATIONS ............... ..................................... 8 3.3.2 ALLOWABLE STRESS CRITERIA ............................ ....................... 10 3.3.3 MECHANICAL PROPERTIES OF MATERIALS ................. ..................... 11 3.3.4 DESIGN TEMPERATURES FOR DSC COMPONENTS ..................... 12 3.3.5 COMPUTER ANALYSIS PROGRAM & PROGRAM VERIFICATION .. 13 4.0 ANALYSIS 4.1 DSC SHELL ASSEMBLY ANALYSIS .. 14 4.1.1 ANSYS SHELL ASSEMBLY MODEL .17 4.1.2 DEAD WEIGHT ANALYSIS .29 4.1.3 PRESSURE ANALYSIS .34 4.1.4 THERMAL ANALYSIS. .ANALYSI 55 4.1.5 HANDLING ANALYSIS .67 4.1.6 SEISMIC ANALYSIS .92 4.1.7 ACCIDENTAL DROP ANALYSIS .98 4.2 GUIDESLEEVE EXTRACTION STOP ANALYSIS . .109
HOPPER AND ASSOCIATES ENGINEERS HABGE-01/99-0745, Revisioh2 CALCULATION SHEET TITLE: NEW DSC STRUCTURAL ANAIYSIS DATE: 12/04198 PACE: ii
SUBJECT:
TABLE OF CONTENTS BY: La CK: 5R, SHT: ii OFC@]i SECTIONS PAGE 4.3 SPACER PLATE ANALYSIS .................... 126 4.3.1 COMPONENT DESCRIPTION ...................... ; 127 4.3.2 DEAD WEIGHT ANALYSIS .139 4.3.3 THERMAL ANALYSIS . 143 4.3A SEISMIC ANALYSIS ............. ... ;. 148 4.3.5 HANDLING ANALYSIS ................. 149
* - 4.3.6 ACCIDENTALHORIZONTALDROPANALYSIS ...................................... 154 4.3.7 ACCIDENTAL VERTICAL DROP ANALYSIS .................................... 166 4.4 SUPPORT RODS ANALYSIS 4.4.1 COMPONENT DESCRIPTION . 172 4.4.2 ASSUMPTIONS .......... :;.;.:;.. 1172 4.4.3 CALCULATION METHOD .................... . . . . 173 4.4.4 SUPPORT ROD LOADING ................... 174 4.4.5 CHECK ROD THERMAL EXPANSION .180 4.4.6 BUCKLING CHECK FOR ROD .184 4.4.7 ROD MOMENT-CURVATURE RELATIONSHIP ................... 185 4.4.8 ROD STRESS EVALUATION .187 4.4.9 ROD BENDING DUE TO HORIZONTAL DROP ................... 191 4.4.10 ROD BENDING DUE TO RACKING .192 4.4.11 ROD STABILITY CHECK .197 4.5 GUIDESLEEVE ANALYSIS .. 206 4.6 WELDS ANALYSIS .. 231 4.6.1 DSC SHELL AND COVER PLATE WELDS EVALUATION .231 4.6.2 SPACER PLATE TO SUPPORT ROD WELD EVALUATION .239
I I
- -,e HOPPER AND ASSOCIATES i ENGINEERS HABGE-01/99-0745, ReviSo0 2iHE
-. .. --- J~i.. CALCULATION SHEET
- TME: NEW DSC STRUCTURAL ANALYSIS DATE LI 12104/98 PAGE: i,I!
SUBJECT! TARLE OF CONTENTS RY: :At CK; $t SH iii OF I1 l SECTIONS PAGE 5.0. CONCLUSIONS ................ 245
6.0 REFERENCES
............... 250 APPENDIX A ANSYS PLATE AND ROD ANALYSIS ........................... Al APPENDIX B ANSYS PRESSURE ANALYSIS. BI APPENDIX C ANSYS THERMAL ANALYSIS ............................-.--.-----------------
!------------'---- CI APPENDIX D ANSYS DROP LOAD ANALYSIS ....................... Dl APPENDIX E ANSYS HYDROSTATIC PRESSURE ANALYSIS .El APPENDIX F SPACER PLATE ANSYS INPUT FILES AND MOMENT REACTION OUTPUT..............................,.............................................................................. Fl APPENDIX G ANSYS ROD STABILITY ANALYSIS. GI APPENDIX H LOAD COMBINATION TABLE FOR DSC COMPONENT STRESS INTENSITIES. Hi
HOPPER AND ASSOCIATES ENGINEERS HABGE-01/99-0745, Revision CALCULATION SHEET TITLE: NEW DSC STRUCTURAL ANALYSIS DATE: 12104/98 PACE: iv
SUBJECT:
TABLE OF CONTENTS BY: A-S CK: 5. -SHT: -v OF REVISION 0 PREPARED BY: _ /- z9/7-,, ," I DATE REVIEWED BY:, -
HOPPER AND ASSOCIATES ENGINEERS HABGE-01/99-0745, Revision. 2 CALCUEATION SHEET TITLE: NEWTbrJ S Q C/JAc AV,'s/; DATE: e/O I
-_P- A-l
- I
SUBJECT:
I Jl- 0t f- tOF f I £1/ d'> . . BY: P't I CK: no lZ SHT: V OF Vil I . REVISION I ( Revised for: new Design Temperature of 460 F, weld size changes, and revision of the seismic loading conditions) PREPARED BY: 17ti, ( DATE REVIEWED BY:- AA AA2AA Lil/zOAl'C _ t -rDATE
. -v; HOPPER AND ASSOCIATES
-ENGINEERS Rev issva--
HABGOII9074a Reisiol2: HABGE-01/x9-0745,8t CALCULATION SH5EET TITLE: NEW DSC STRUCTURAL ANALYSIS DATE: 0116101 PAGE: vi (
SUBJECT:
TABLE OF CONTENTS BY: Vt- CK: _ SHT: vi OF -vi REVISION 2 Revised to incorporate comments made during a third party review. -*
\- ---------
l PREPARED BY: /4 0, l1/6LpL 8 ' ~DATE ' REVIEWED BY DATE _
'2 '
. - I -
HOPPER AND ASSOCIATES ENGINEERS HABGE-01/99-0745, Revision i CALCULATION SHEET TITLE: DSC STRCTURALT_____SHEET NE VME: NEW DSC STRUCTURAL ANALYSIS DATE: 12104/98 PAGE: 1
SUBJECT:
1.0 INTRODUCTION
BY: 4YA CK:...*..SHT: I OF 3 1.1 PROBLEM STATEMENT The Transnuclear Dry Shielded Canister (DSC) and Internal Basket Assembly in the Nutech Horizontal Module System (NUHOMS) was designed for temporary storage and transport of radioactive Spent Fuel Assemblies (SFAs) to the Independent Spent Fuel Storage Installation (ISFSI). The purpose of this calculation package is to evaluate the structural integrity of the DSC and Internals design for sixteen new assemblies for the Baltimore Gas and Electric, Calvert Cliffs NUHOMS Project. The new DSC design incorporates changes which include continuous Guide Sleeve longitudinal welding, removal of Guide Sleeve Clip Angles, the addition of Guide Sleeve Extraction Stops and only carbon steel Spacer Plates. Each individual component is investigated under extreme environmental and natural phenomena conditions for compliance with safety criteria specified by the Updated Safety Analysis Report [Ref. 2] and the Safety Evaluation Report [Ref. 21]. I
HOPPER AND ASSOCIATES ENGINEERS - HABGE-01/99*0745, Revision2 CALCULATION SHEET TITLE: NEW DSC STRUCTURAL ANALYSTS DATE: 12104/98 PAGE: 2 i, . O
SUBJECT:
0ENTRODUCTION - - Y: AV( CW: s /
- - -- Z
_SHT: 2 OF 3 1.2 INVESTIGATION APPROACH As part of the design evaluation process on the Dry Shielded Canister, all components are to be analyzed for structural integrity. The maximum stress intensity of each individual element when subjected to normal operating and accident loads will be determined. Previously produced Nutech calculation packages [Ref. 3 & 30] will be referenced as appropriate for some of these analyses. Areas of difference between the Nutech [Ref. 3] and this calculation package will be noted in the appropriate analysis sections and additional issues of concern will also be addressed in this package. The DSC geometry shall be per the Transnuclear West drawings [Ref. 6]. For Service Levels A, B, F and C loads, an elastic analysis will be utilized for Normal Operating Conditions. For Service Level D loads, the components will be analyzed either elastically or plastically where necessary per the ASME Boiler and Pressure Vessel Code Appendix F requirements [Ref. 4].
-- I I_
EN-I-100 Fonns Appendix Revision I LESP No.: I ES200100180 l SUPP No- I000 lRev.No. r°°°° Page I of I l FORM 19, CALCULATION COVER SHEET INITIATION (Control Doc Type - DCALC) Total Number of Pages (including attachments): 890 DCALC No.: CA04977 Revision No.: 0001 Vendor Calculation (Check one): 3 Yes Fl No Responsible Group: MEU Responsible Engineer B. H. Scott CALCULATION ENGiNEERING El Civil El Instr & Controls C] Nuc Engrg DISCIPLINE: M Electrical 0 Mechanical Q Diesel Gen Project E5 Life Cycle Mngmt 5 Reliability Engrg 5 Nuc Fuel Mngmt 5 Other:
Title:
NUTECH HORIZONTAL MODULE SYSTEM (NUHOMS) 24P ISFSI DRY SHIELDED CANISTER (DSC) STRUCTURAL ANALYSIS FOR DSC NUMBERS R025 AND BEYOND Unit E] UNIT I 5 UNIT 2 0 ISFSI Proprietary or Safeguards Calculation El YES E NO Comments: TniS ISAN OVNER ACCEPTANCE REVIEW OF AN ORIGINAL VENDOR CALCULATION Vendor Calc No.: HABGE-01/99-0745 REviSION No.: 2 Vendor Name: HOPPER AND ASSOCIATES ENGINEERS Safety Class (Check one): X SR a AQ El NSR There are assumptions that require Verification during walkdown: AIT #: NONE This calculation SUPERSEDES: REVIEW AND APPROVAL: Responsible Engineer. Hopper and Associates Engineers Date: 01/19/2001 Owner Acceptance Review: B. H. Scott Date: 02/27/2001 Approval: NA Date:
- __:P HOPPER AND ASSOCIATES ENGINEERS HABGE-01/99*0745, Revisioh 2
- - ~CALCULATION SHEET TITLE: NEW DSC STRUCTURAL ANALYSIS - DATE: 12/04198 PACE: - 4
SUBJECT:
-2.0 SYSTEM DESCRIPTION BY: And... CK: SR SHT: I OF 1 2.0 SYSTEM DESCRIPTION The new DSC and Internal Basket Assembly are made up of the following components [Ref. 3]:
- 1. DSC Basket Assembly
- a. Spacer Disks (9)
- b. Support Rods (4)
- c. Guide Sleeves (24) + Guide Sleeve Extraction Stops (48)
- 2. DSC Shell assembly
- a. Right Circular Cylindrical Shell
- b. Bottom Cover Plate
- c. Bottom Shield Plug Assembly (Including Bottom Lead Liner Plate and Lead Casing Shell)
- d. Ram Grapple Ring Assembly.
- e. Drain and Fill Port Assembly'
- ' "f.Top'Shield Plug Support Ring
- g. DSC Lifting Lugs
- h. Top Pressure Plate (Top Cover Plate)
- 3. Top Shield Plug Assembly
- a. Top Shield Plug (Including Top Structural Plate (Inner Cover Plate), Top Casing
- Plate/Leid Liner, and Side Casing Plate)
'b. -'Top Plug Lifting Lugs
- c. Drain and Fill Port Plugs '
Geometries for the above components are from the Transnuclear West drawings [Ref. 6]. 5OcT; r e, Fle r51)
- 4. GRP
!O.-,V rL4
__.CA Top DSC SHCu. AD'j Tow. SwIcIC. PLUG ASeJL4;
I - - - - - - -M-IM" p HOPPER AND ASSOCIATES
- *ENCINEERS HASGE-01/99-0745, Revision 2 ~.a CALCULATION SHEET TITLE NEW DSC STRUCTURAL. ANALYSIS DATE: 12104(98 PACE: 5
SUBJECT:
3.0 ANALYSIS APPROACH BY: &5 CK: 5 SHT: 1 OF 9 3.1 ASSUMPTIONS AND REQUIRMENTS The following assumptions are taken: L. Since the source of flooding is site specific, the flood condition is defined according to the location of the DSC during transfer and storage. The ISFSI location is defined as a dry site [ref.2]; therefore, no flood loads are defined for this site. Furthermore, due to its short term and infrequent use, the NUHOMS-24P transfer cask is not designed for operation during flood conditions, and plant procedures will ensure that the transfer cask is not used for DSC transfer during these precarious conditions [Ref. 1]. Thus, no flood analysis is needed for the DSC and its internal components.
- 2. Since the corner drop is only postulated for the DSC while it is within the Transfer cask, the corner drop stresses for the DSC are bounded by the vertical and horizontal drops [Ref .1.] and need not be analyzed.
- 3. The DSC will be subjected to the environment only during transfer and as such no tornado missile loading need be considered.
- 4. A bounding dead weight and bounding thermal analysis is performed for the DSC Assembly and internal components. These bounding stress values will conservatively be used in design load combinations tables [/Section 5.0], rather than specific dead weight and thermal condition subcategories that appear in the Topical Report [11and in Table 3.1 [Section 3.3].
- 5. The aluminum thermal spray will not significantly alter the temperature distribution.
- 6. Assumptions for individual component analysis are included in the analysis section for each component. -
- 7. Revision I changed the design temperatures. This slightly effected the material properties (ex. lowering E). Where necessary values have been scaled up or down accordingly.
I
HOPPER AND ASSOCIATES ENGINEERS HABGE-01/99-0745, Revision 2 CALCULATION SHEET TITLE: NEW DSC STRUCTURAL ANALYSIS DATE:' 12104/98 PACE: 6
SUBJECT:
3.0 ANALYSIS APPROACH By: AS CK: aZ SHT: 2 OF 9 3.2 CALCULATION METHOD A combination of computer models (using the computer programs ANSYS [7] and STAAD [37]) and hand calculations are used to evaluate DSC Shell and internal components when subjected to normal operating and accident loads.
- 1. The DSC Shell and end plates are evaluated in Section 4.1 for dead weight,: pressure, thermal, handling, seismic, and drop loads.
- 2. The structural adequacy of the Guide Sleeve Extraction Stops will be evaluated in Section 4.2 using hand calculations and finite element models using ANSYS [7]. The acceptability criteria will be based on ASME Code Section III, Subsection NF requirements, as well as deflection criteria which limits the Guide Sleeve inner surface permanent deformations to preclude Guide Sleeve dimpling from affecting fuel retrieval.
- 3. The spacer plates are evaluated in Section 4.3 for dead weight, thermal, handling, seismic, and drop loads. The spacer plates are analyzed for an accidental vertical drop in Section 4.3.7 using an ANSYS computer model. Spacer plate response to increasing load is plotted in stress, rotation, and deflection vs. acceleration curves.
- 4. The support rods are evaluated in Section 4.4. Maximum rod rotations are taken from spacer plate rotation results, and the moments and corresponding stresses are hand calculated. An additional plastic rod ANSYS model considering the effect of Guide Sleeve stiffness is also used to better define the rod rotation and assure rod stability.
- 5. The structural integrity of the Guide Sleeves is evaluated in Section 4.5. This section also includes a fuel misalignment calculation.
- 6. Structural welds for the DSC Assembly and internal components are evaluated in Section 4.6.
li .
,ER AND ASSOCIATES ENGINEERS .
HABGE-01/99-0745, Revision2X CALCULATION SHEET
- TTE: NEW DSC STRUCTURAL ANALYSTS ; DATE' 12/04198 PACE: 7
SUBJECT:
3.0 ANALYSIS APPROACH - BY: A.T$ CK: S( SHT: 3 OF 9 The DSC and internal components are designed to conform to the DSC design and safety criteria according to the NUH-002, USAR, and SER documents [Ref. 1, 2, and 21]. Load combinations, allowable stress criteria, material properties, and design temperatures for the DSC are listed respectively in Tables 3.1, 3.2, 3.3, and 3.4. Since shell and plate components generally have low shear stresses and low stresses in the thickness direction, the use of stress intensities vs. component stresses results in conservative stress intensity values.
-HOPPER AND ASSOCIATES ENGINEERS
. V HABGE-01/99-0745, Revisio 2 .CAILCULATION SHEET TITLE: NEW DSC STRUCTURAL ANALYSIS DATE: ' 12/04198 PAGE: 8
SUBJECT:
3.0 ANALYSIS APPROACH BY: ATS CK.'Sf SHT: 4 OF 9 3.3 ANALYSIS CRITERIA 3.3.1 DSC LOAD COMBINATIONS
'The DSC components are qualified by stress analyses considering individual loading conditions added in combination according to Table 3.2-Sa of the Topical.Report [1], and reproduced below in Table 3.1. Final stress/load combination results are compared to respective Service Level stress allowables in Section 5.0.
Table 3.1- DSC Design Load Combinations Load Case' Normal Operating Off-Normal Emergency and Accident Conditions 2 Conditions Conditions Type I.D. Il 2 l 3 l4 I 3 l 4 I .2 l 3 l 4 l S l 6 I l 2 Deada Empty DSC DSC w/watcr DWI DW2 X X Weight DSC w/fuel DW, X X X X XX X X X X X X X X Insidc HSM: normal Th X X X X Inside Cask: normal T._ X X X X X Th Inside HSM: off-nornal TMo X X ermal Inside Cask: off-norrnal T__ X X Inside HSM: Accident T,. X Inside Cask: Accident T., X Normal Operating P. X X Hydrostatic Ph X Internal Off-nofnal (Blowdown) Pb X X X X Pressure Accident (inner boundary) Pat X X X X X X Accident (outer boundary) P.2 X X Handling Normal DSC Transfer L X X X Loads Off-normal (Jammed DSC) L. _ X X X X X Accident Cask Drop DL X Loads Seismic E X ASME BPVC Service Level A A A A B B l B C C C C C C D D
- 1. The Table has been modified to include hydrostatic and blowdown pressure, to distinguish between accident pressure along the inner boundary (Level C) and outer boundary (Level D), and to delete the flooding accident load for which no analysis is required.
- 2. For emergency and accident load combinations, the DSC shall not be allowed to deform to an extent that would prevent retrieval of spent fuel. For Service Level D, the DSC intemal components need only comply with deformation limits that will allow the retrieval of spent fuel. In addition, both end plug assemblies shall maintain their ability to provide shielding for personnel during DSC handling operations.
IU A- S]> HOPPER AND ASSOCIATES ENGINEERS
,,f HABGE-01/99-0745, Reviseoh 2;E
- ~~~-~#CALCULATION SHEET TIfLE NEW DSC STRUCTURAL ANALYSIS DALTE: 12104198 PACE. 9
SUBJECT:
3.0 ANALYSIS-APPROACH BY: A: M$ Sra SHT: 5 OF 9 The DSC and internal components design loadings are listed in Table 3.2-1 of the Topical Report, under component "Dry Shielded Canister" [Ref. 1]. DSC design loading criteria:
- 1. The DSC thermal loads are given on page 3.11 and 3.47 of Reference 3.
- 2. The DSC handling loads are given on page 3.18 and 3.52 of Reference 3.
- 3. The seismic design loads are given on page 3.31 and 3.51 of Reference 3.
- 4. The three DSC drop accident orientations are:
- a. Top Vertical Drop
- b. Bottom Vertical Drop
- c. Horizontal Side Drop
, -- -P, HOPPER AND ASSOCIATES ENGINEERS .1' HABGE-01/99-0745, Revision 2 . . CA
- . ,CAILCULATION SHEET
,, DSC. T ALS
- Tll TF: NEW DSC STRUCTU RAL ANALYSIS DATE: 12104198 PAGE: 10 is -
SUBJECT:
3.0 ANALYSIS APPROACH BY: Add CK: SOt SHT: 6 OF 9 3.3.2 ALLOWABLE STRESS CRITERIA ' The structural design criteria for the DSC and internals are based on ASME Code Section III, Division 1, Subsection NB, (Class 1) [Ref. 4] as supplemented by Appendix F [Ref. 21] and are given in Table 3.2. Table 3.2 - Allowable Stress Criteria IRef. 1, Table 3.2-6]
. .. .Stress Values" tcm Stress c
Sevc , Servit Service -evelD eB A Level C Elastic Analysis Plastic Analysis General S Membrane Greater of 12 SM orS, Smaller of 2.4 S. or 0.7 S') Greater of 0.7 S. or S, + 1/3 (S. - Sy)' DSC() Local and - Membrane+ I5 S. Greaterof 1.8 S.or 1.5S, 150%ofP..Limit&)09 S,(, Internals Bending
.rimaiy Secondary _ _
3.0_ S,_ _ _ _ _ _ N/A NIA MNA WSC Pimary PrFilletand 0.50 S. Grcater of 0.65(')S. or 0.50 S, .Smaller of 12 S. or 035 S. Partial Penetration Prmr + 0.75 S,. Smaller of 0.9 S. or 0.75SS' Welds() Secondar y NA
- 1. Values of Sy, Sm, and S. versus temperature are given in Table 3-3 of this package.
- 2. Includes full penetration welds.
- 3. An efficiency factor of 0.5 has been applied for nonvolumetric inspected welds based on ASME Section VIII, Div. 1, Table UW-12 No. 5 [Ref. 36].
- 4. Local primary membrane stress, PL. shall not exceed 150 % of the P, limit.
- 5. For elastic analysis, an alternative limit for PL + Pb is that the static or equivalent static loads shall not exceed 90 % of the limit analysis collapse load using a yield stress which is the lesser of 2.3 Sm and 0.7 Su, or 100 %/o of the plastic analysis or test collapse load; for plastic analysis, an alternative to the primary stress intensity limits is that the static or equivalent staticloads shall not exceed 90 % of the limit analysis collapse load using a yield stress which is the lesser of 2.3 Sm and 0.7 SE,, or 100 % of the plastic analysis or test collapse load.
- 6. For 0.5 efficiency factor, 0.6 S. is used for the allowable stress. However, it should be noted that even though an efficiency factor of 0.5 is applied for all nonvolumetric inspected welds, an efficiency factor higher than 0.5 is allowed for any individual welds installed by different methods. 0.65 S. is allowed for welds at Service Level C [Ref. 1, Table 3.2-6].
.- )
HOPPER AND ASSOCIATES ENGINEERS HABGE-01/99-0745, Revision 2:. CALCULATIONSHE SHEET W..DSC .S.T.TT L ANALYSS .TITLE: NEW DSC STRUCTURAL ANALYSIS DATE: 12104198 PACE: 11
SUBJECT:
3.0 ANALYSIS APPROACH BY: A-9 CK:. sN SHT: 7 OF 9 3.3.3 MECHANICAL PROPERTIES OF MATERIALS The mechanical properties of materials for the DSC and internals are listed in Table 3.3. I. Table 3.3 - Mechanical Propertiesof Materials Stress Properties t " Instantaneous Material - Temperature (ksi) Elastic Coefficient (0F)Stress Yield Ultimate Modulus (E)(') Of Thermal Intensity Strength Strength (x 103 ksi) Expansion (S.) (S,) (S.) _(x 10' infin/IF) 70 - 30.0 75.0 28.3 8.46 Stainless 100 20.0 30.0 75.0 - 8.63 Steel ASME 200 20.0 25.0 71.0 27.6 9.08 SA240 300 20.0 22.5 66.0 27.0 9.46 Type 304°3 400 18.7 20.7 64.4 26.5 9.80 460 18.0 . .. 64.0 26.08. ._ 9.8 500 17.5 '19.4- 63.5 25.8 10. 0 SA479 Type 600 16.4 18.2 63.5 25.3 10.38 304 (Rods) 800 15.2 16.8 62.7 24.1 10.79 70 23.3 38.0 70.0 29.5 5.42 Carbon 100 23.3 38.0 70.0 - 5.65 *11 Steel 200 23.1 34.6 70.0 28.8 6.39 ASME 300 22.5 33.7 70.0 28.3 7.04 SA516 400 21.7. 32.6 70.0 27.7 7.60 GR70 46 21.0 3 1.5 70.0 27.5 7.88 (Spacer Disc) 500 20.5 30.7 70.0 27:3 8.07 600 18.7 28.1 70.0 26.7 8.46 Yied .. . . Coefficient Approximate Stregt Tensile Modulus of of Linear Melting Material StrcntiSrngth Elasticity Expansion Point t(ksi) (I XlO psi) (xI'inrjnJF) (OF) Common"' Lead ASTM B9 .. 2.5 2 16.4 621 (Shield Plugs)
- 1. Steel data and thermal expansion coefficients were obtained from Reference 5. Note: Instantaneous thermal expansion coefficients arc larger than average thermal expansion coefficients; thus, using instantaneous values are more conservative.
- 2. Lead data was obtained from CRC Handbook of Tables for Applied Engineering Science, 2nd Edition, pp. 111 and 118. [Ref. 81
- 3. Including the shell, guide sleeve extraction stops, guide sleeves, grapple assembly, support ring, lifting lugs, and all end plates (top cover plate, bottom cover plate, bottom lead casing plates, top lead casing plates).
HOPPER AND ASSOCIATES ENGINEERS II HABGE-01/99-0745, Revisioh 2 ;
-CALCULATION SHEET TMTE:' NEW DSC STRUCTURAL.ANALYSTS DATE: 12104198 PAGE: 12
SUBJECT:
3.0 ANALYSIS APPROACH BY:. Ai-, CK: St- - SHT: 8 OF 9 3.3.4 DESIGN TEMPERATURE FOR DSC COMPONENTS The design temperature for the DSC components are based on the design temperatures used in the SER [Ref 21] and [Ref 3]. .
. Table 3A - Design Temperatures for DSC Components
' :.. -Design -Design Components Temperature( 0 F) Temperature( 0 F),
.__ . . Levels A,+ B Levels C + D DSC Shell 400 460 Top Inner Plate 400 460 Top Outer Plate 400 460 Top Lead Liner 400 460 Bottom Inner Plate 400 460 Bottom Lead Liner 400 460 i Grapple Ring 400 460 Guide Sleeve Extraction Stops 70 (Insertion) 600 (Extraction) i'
- Spacer Disc 400 (Dcsign)** 460 (Design)
(Carbon Steel) 550 (Extraction) 550 (Extraction) Support Rods Guide Sleeves 400 600 (Design) 460 11 700 (Accident)
.1I Welds . 400 460
.-- _ ,._ 16.0 r- *.* Allowable stress for 3060for spacer disc primary + Secondary as per the SER Table 22.3-8 [21] II
; . . . . ... 4 .: .
.17
. -. . .as
ii
. . -'I HOPPER AND ASSOCIATES ENGINEERS HABGE-01/99-0745, Revision 2 CALCULATION SHEET TLE: NEW DSC STRUCTURAL AN)kLYSIS DATE: 12/04/98 PAGE: 13 SC10JECT: 3.0 ANALYSIS APPROACH iBY: A7s CX: s5. SHT: 9 OF 9 3.3.5 COMPUTER ANALYSIS PROGRAM AND PROGRAM VERIFICATION Throughout this calculation package ANSYS [7] and STAAD [37] computer models are used as the .basis for DSC structural evaluation results under various loading conditions. All models, assumptions, boundary conditions, and loading conditions are discussed in the appropriate calculation sections where their results are used, and ANSYS input files are included in the Appendices.
ANSYS, Version 5.2, and STAAD-III have been verified and are currently acceptable for use on nuclear safety related projects [39].
HOPPER AND ASSOCIATES ENGINEERS 0HABGE01/99-0745, Revision 2;
, ,, E. .. .. I. CALCULATION SHEET TITLE: NEW D); SC TRUTYMJR AT.-AMA! LYSIS DATE:. . 12/08198 PAGE . 'LI
SUBJECT:
4.0 ANALYSIS BY: A0rs CK: - SR SHT: V OF TS 4.1 DSC SHELL ASSEMBLY ANALYSIS OBJECTIVE The structural integrity of the DSC Shell Assembly is qualified by stress analyses considering: 0 Dead weight 0 Pressure Loads 0 Thermal Loads 0 Handling Loads 0 Seismic Loads Drop Loads I
-III HOPPER AND ASSOCIATES ENGINEERS HABGE-01/99-0745, Revislon2 4
*. . CALCULATION SHEET TITLE: NEW DSC STRUCURAL ANALYSIS DATE: 4/8/99 PAGE: .15A of D LUBJECT: 4.0 ANALYSIS BY: .- R CK: SHT:.2A. OF 95 CODE ALLOWABLES STAINLESS STEEL SA240 TYPE 304 DSC ASSEMBLY DESIGN TEMPERATURE = 400° F Sm 18.7 KSI Sy = 20.7 KSI Su = 64.4 KSI
- Service Level A Allowable Stresses Primary Membrane Sm = 18.7 ksi Primary Membrane + Bending I.5Sm = 28.0 ksi Primary + Secondary 3.OSm = 56.1 ksi
- Service Level B Allowable Stresscs Primary Membrane Sm = 18.7 ksi Primary Membrane + Bending 1.5S.m = 28.0 ksi Primary + Secondary 3.0Om = 56.1 ksi
- Service Level C Allowable Stresses Primary Membrane 1.2Sm = 22.4 ksi greater of 1.2Sm, =22.4 ksi or I .0S. =20.7 ksi Primary Membrane + Bending 1.8Sm = 33.7 ksi greater of I.8Sm=33.7 ksi or 1.5Sy53 1.05 ksi Primary + Secondary N/A
- Service Level D Allowable Stresses Primary Membrane Elastic 2.4Sm = 44.9 ksi smaller of 2.4Sm=44.9 ksi or 0.7SU=45.1 ksi Primary Membrane + Bending Elastic 1.0S, = 64.4 ksi Primary Membrane + Bending Plastic 0.9Su = 58.0 ksi Primary + Secondary N/A N/A I
HOPPER AND ASSOCIATES I ENGINEERS HABGE-01/99-0745, . Revisioh 2 X
. . .. .. -, . .. .1 .. .. . , I 7.
CALCULATION SHEET TITLE: NEW DSC STRUCURAL ANALYSTS DATE:'- 4/8/99 PACE: - 1SO of D
SUBJECT:
4.0 ANALYSIS BY: AK - CK: aQ a. SHT: OF 95 CODE ALLOWABLES STAINLESS STEEL SA240 TYPE 304 DSC ASSEMBLY DESIGN TEMPERATURE = 4600 F Sm= 18.0 KSI Sy = 19.9 KSI - - Su = 64 KSI
- Service Level A Allowable Stiesses Primary Membrane S, 18.0 ksi Primary Membrane + Bending 1.5Sr 27.0 ksi Primary + Secondary 3.OSm 54.0 ksi
- Service Level B Allowable Stresses Primary Membrane Sm 'I8.0ksi l
Primary Membrane + Bending 1.5SM 27.0 ksi - Primary + Secondary 3.0SM 54.0 ksi
.,, .I
- Service Level C Allowable Stresses Primary Membrane 1.2Sm = 21.6 ksi greater of 1.2Sm =21.6 ksi or l.OSy =19.9 ksi .
Primary Membrane + Bending 1.8S. = 32.4 ksi greater of 1.8Sm=32.4 ksi or l.SSyF,29.8 ksi Primary + Secondary N/A
- Service Level D Allowable Strcsses Primary Membrane Elastic 2.4Sm - 43.2 ksi smaller of 2ASm-43.2 ksi or 0.7SU=44.8 ksi Primary Membrane + Bending Elastic *.,.. 1.0su 64.0 ksi Primary Membrane + Bending Plastic 0.9Su 57.6 ksi Primary + Secondary I N/A N/A I
I - HOPPER AND ASSOCIATES ENGINEERS
. . I HABGE-01/99-0745, Revlsion 2 ..
CALCULATION SHEET _sol W TITLE: NEW DSC STRUCURAL ANALYSIS .DATE: 4/8199 PAGE: ISC. of D
SUBJECT:
4.0 ANALYSIS BY: PR CK: 0 -e. SHT: 2C OF 95 CODE ALLOWABLES CARBON STEEL SA516 GR 70 DSC ASSEMBLY DESIGN TEMPERATURE = 4000 F Sm= 21.7 KS1 Sy = 32.6 KSI S, = 70 KSI
- Service Level A Allowable Stresses Primary Membrane Sm 21.7 ksi Primary Membrane + Bending 1.5Sm 32.6 ksi I Primary + Secondary 3.OSm 65.1 ksi **
I
- Service Level B Allowable Stresses Primary Membrane Sm 21.7 ksi I
Primary Membrane + Bending 1.5Sm 32.6 ksi Primary + Secondary 3.OSm 65.1 ksi
- Service Level C Allowable Stresses i Primary Membrane I
1.0Sy = 32.6 ksi greater of 1.2S. =26.0 ksi or 1OSYS32.6 ksi 1 .5 Sy= I Primary Membrane + Bending 48.9 ksi greater of I.8Sm-39.1 ksi or 1.SSy=48.9 ksi I i Primary + Secondary N/A i
- Service Level D Allowable Stresses Primary Membrane Elastic 0.7Su = 49.0 ksi smaller of 2.4S,..=52.1 ksi or 0.7SU=49 ksi Primary Membrane + Bending Elastic 1.0Su = 70.0 ksi Primary Membrane + Bending Plastic 0.9Su = 63 ksi Primary + Secondary N/A N/A
** Allowable stress 67.5 ksi at 3000 F for spacer disc Primary + Secondary as per the SER Table 2.2.3-8 [21]
1i
.. I HOPPER AND ASSOCIATES ENGINEERS
.. HABGE-01/99-0745, Revisionh2
. .. A >
CALCULATION SHEET IZ. 'V TMET_ :NEW DSC STRUCURAL AT4ALYSIS _AT2 4/8/99 PACE: 15I of D
SUBJECT:
. - :4.0 ANALYSIS BY:-tK CK:.I. SHT:- 20 OF 95 . r CODE ALLOWABLES CARBON STEEL SA516 GR 70 DSC ASSEMBLY DESIGN TEMPERATURE = 4600 F Sm = 21.0 KSI Sy = 31.5 KSI -Su =7OKSI
- Service Level A Allowable Stresses Primary Membrane Sm 21.0 ksi.
- Primary Membrane + Bending 1.5Sm 31.5 ksi Primary + Secondary 3.OSm '63.0 ksi
- Servicc Level B Allowable Stresses Primary Membrane Sn' 21.0 ksi Primary Membrane + Bending 1.5Sm 31.5 ksi Primary + Secondary 3.0Sm 63.0 ksi
- Scrvice Level C Allowable Stresses Primary Membrane 1.0Sy = 31.5 ksi greater of 1.2Sm 25.2 ksi or I .0Sy =31.5 ksi Primary Membrane + Bending 1.5 Sy= 47.3 ksi greater of I.8Sm=37.8 ksi or I.5S=473 ksi Primary + Secondary N/A
- Service Level D Allowable Stresses Primary Membrane Elastic 0.7Su = 49.0 ksi f smaller of 2.4Sm Csi or 0.7S=49 ksi
- Primary Membrane + Bending Elastic 1.0su = 70.0 ksi 1.
Primary Membrane + Bending Plastic 0.9Su = 63.0 ksi Primary + Secondary N/A N/A
-I 6 1
1 HOPPER AND ASSOCIATES 1 ENGINEERS i HABGE-01I99-0745, Revision2 CALCULATION SHEET TITLE: NEW DSC STRUCTURAL ANALYSIS DATE: 12108/98 PAGE: )6 I
SUBJECT:
4.0 ANALYSIS BY:-AS CK: SP SHT: 3 OF 75-TOLERANCES DSC SHELL Small dimensional differences in length (176.5" +1-.12') and outside diameter (66" +1-.15") have an insignificant effect in stress computations, and therefore, nominal dimensions are used. i I The nominal DSC Shell thickness is 0.625" with a block tolerance of +/- .005", but the measured i thickness might be slightly smaller at weld locations. Note 5 on TN West Drawing #ECN j i 0516, Sh. 7, stipulates that "ground weld or base metal shall not be reduced below 0.563 inches. I i I Minimum thickness shall be verified per with TN West fabrication specification;" For i conservatism, in all DSC Shell analyses, the entire Shell wall thickness is assumed to be 0.55". I i i i DSC ASSEMBLY COVER PLATES The analysis herein refers to minimum measured Cover Plate thicknesses (from old design), which I do not encompass tolerances for the new design (i.e. the Bottom Cover Plate was analyzed using a i thickness of 1.68", while the new design minimum thickness is 1.625"). Since stresses were so i i well below the Level D condition accident allowable (34.8 and 65.2 ksi), no re-analysis is necessary. I I i I I i I I I I ii i I i i i i ii I
HOPPER AND ASSOCIATES
*. ENGINEERS HABGE-01/99-0745, Revision 2 ' C
* -- -CALCULATION SHEET
_TITLE: NEW SCS U ANALYSIS DATE: 12/08/98 PACE:
SUBJECT:
4.0 ANALYSIS BY: ASs CK: Sk SHT: IT OF 4.1.1 ANSYS SHELL ASSEMBLY MODEL An ANSYS model of the DSC Shell Assembly is used to calculate internal and external pressure, thermal, and drop stress intensities. A nodal plot of the model is shown in Figure 4.1.1. MODEL The ANSYS model is a complete model of the DSC Shell Assembly including:
- DSC Shell
- Support Ring
- Top and Bottom Cover Plates
- Top and Bottom Lead Shields
- Grapple Ring Assembly DSC Shell stresses are very conservatively based on a wall thickness of 0.55". The actual Shell wall thickness is 0.625 with a block tolerance of+/- 0.015". The minimum required local wall thickness after weld grinding is 0.563".
The general model geometry consists of plane elements with axi-symmetric boundary conditions at the centerline. The structural response of the siphon and vent port cut-out in the Top Shield Plug is not considered due to insignificant moment effects caused by the stiffening of the nozzles. The Cover Plates are fee to displace away from or into the lead liners. In addition, lead liners cannot transfer moment to the plates. With respect to the model mesh resolution, the finite element mesh is sufficient for the intended analyses where fatigue is not an issue. r& fIbgT kjt IS I(OP6DC.
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-HOPPER AND ASSOCIATES ENGINEERS HABGE-01/99-0745, Revision 2 ,;
CALCULATION SHEET NEW... . SRCTRA-A' __,, TI!rLM NEW DSC STRUCTURAL ANALN ISIS DATE: 12/08/98 PAGE: E_ - 1
,: ,,,4
SUBJECT:
4.0 ANALYSIS BY: ATS CC: s- SHT: )6 - OF 7 4.1.2 DEAD WEIGHT ANALYSIS Horizontal Dead Weight: Horizontal dead weight stress intensities are calculated by factoring the A;NSYS 75g horizontal drop results (Section 4.1.7) by 1/75. These stresses are summarized in Table 4.1.1. Maximum DSC Shell stresses are hand calculated assuming the DSC has already been placed into the HSM. Calculations conservatively assume a DSC Shell wall thickness of 0.55". Vertical Dead Weight: Vertical dead weight stress intensities are calculated by factoring the ANSYS 75g vertical drop results (Section 4.1.7) by 1/75. Bottom drop results are used for the DSC top detail, and top drop results are used for the bottom detail. Dead weight stress intensities are summarized in Table 4.1.1.
- lI HOPPER AND ASSOCIATES ENGINEERS HABGE-01/99-0745, Revision 2 SHEET
. .CALCULATION W TITLLE: NFW DSC STRUCIURAL ANALYSIS DATE: 12/08/98 PAGE 30 SUB JECT: 4.0 ANALYSIS BY: A:rS CK: 5sr SHT: 17 OF '75-WT $Rjj4A &~d OO/ Za/A~4z (oe fs/gQfZ 7- ~ N Co& Co/ 7,61 Arc m'Avq' 7?7.2 &7cW . /J)
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- - -n HOPPER AND ASSOCIATES ENGINEERS HABGE-01/99-0745, Revisioh 2,
..... .i-! CALCULATION SHEET 0 TIT'LE: .-- NEW DSC STRUCRAL ANAIlY SIS DATE:_ 12/08/98 PACE: 3/
SUBJECT:
4.0 ANALYSIS BY: AY5 CK: S. SHlT: - 8 OF 5 DSC SHELL LOCAL BENDING Calculate the dead weight load stress intensity of the DSC shell assuming it is supported below by the t-section guide members in the HSM.
-R= 33.55 DSC LENGTH= 172.75 - __
vi= bo--i X ... , 1L 2W COS 0 =DEAD WIGHT 18, PG 193) A WHERE: R=RADIUS T=THICKNESS F3=LOAD/IN a = 1.75 [(33.55) Q.551 (O.55)2 4k4 slI 1-
HOPPER AND ASSOCIATES ENGINEERS HABGE-01/99-0745, RevIsion 2 CALCULATION SHEET TITLE:- NEW DSC STRUCTURAL ANALYSIS DATE: 12/08/98 PAGE: 3 2..
SUBJECT:
4.0 ANALYSIS BY: A_-r CK: SR SHT: OF: DSC HORIZONTAL DEAD WEIGHT STRESS INTENSITIES CALCULATED WI DSC IN HSM -- ' TOTAL WT OF DSC=69150 LBS (I£E5D,32., D TOTAL LENGTH=172.75" - ASSUMING THE CANISTER IS SIMPLY SUPPORTED INTHE HSM @ THREE POINTS (CONSERVATIVE)
*kz ftf.9 M = v\WL28= 187)218= ,IN-LB z S= , (OD4 - ID4 )/OD(32)= n (67.14 -664)67.1 (32) = 1898 S.I.= FB= M/S13I1898=97zSI TOTAL DSC SHELL S.I.
PM+PB = ) L
HOPPER AND ASSOCIATES ENGINEERS HABGEO01/99-0745, Revisioh 2 ;.- b .. ... . ' ; $ CALCULATION SHEET TITLE: NEW DSC STRUCTURAL ANALYSIS DATE: 12/08/98 PACE: 33
SUBJECT:
4.0 ANALYSIS . _ BY: AJS CK: -aR SHT: Zo OF < Table 4.1D.- .; d WtW X Table 4.1.1: Dead Weight Maximum Stress Intensities !.. Maximum Stress Intensity.. Level A Component Stress Type (ksi) Allowable Verticalsl) Horizontal~k 4 PNI0.13 r 18.7 DSC Shell . 0.16 . 6 65 )j 28.0 PL+PB 0.22 28.0. 2. TopPressure PMi 0.13 18.7 (Top Cover) PL+PB
- 0.16 0.19 -28.0 P late__ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
Top Structural PM 0.19 18.7 (Top Inner Cover) PL+PB 0.35 0.21 28.0 P late _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Top PM 18.7 Lead PL+PB 0.30 28.0 Liner Bottom PM 0.13 ' 18.7 Cover PL+PB 0.33 0.19 28.0* P late ___._._._._._._.__ Bottom PM - -. 18.7 Lead PL+PB 0.33 28.0, Liner . . 1
.1 1.Values shown are factored (In) from maxinum of top or bottom drop results (Tables 41. 10 & 4.1.1 1).
- 2. Values shown are factored (in7S) from horizontal drop results (Table 4.1.12).
Values shown are hand calculations which bound computer results.
- - ii HOPPER AND ASSOCIATES ENGINEERS HABGE-01/99-0745, Revision 2 CALCULATION SHEET TMLE: NEW DSC STRUCTURAL ANALYSIS DATE: 12/08/98 PAGE: 3
SUBJECT:
4.0 ANALYSIS BY: 4JY5 CK: St SHT: 2.1 OF 4.1.3 PRESSURE ANALYSIS The DSC Shell Assembly is analyzed for pressure loads using the ANSYS model illustrated in Figure 4.1.1. PRESSURE CONDITIONS The following pressure loads are considered [35]:
- Normal operating conditions Service Level A (10 psig)
- Blowdown conditions Service Level B (40 psig)
- Accident conditions Service Level C (50 psig)
- Re-flood conditions Service Level D (40 psig)
- Hydrostatic conditions Service Level A ANSYS COMPUTER RUNS 16 CAS)
?L-A T
- 1. The inner pressure boundary consists of the Bottom Inside Cover Plate, the DSC Shell wal Top Inside Cover Plate, and the 3/16"s seal weld at the top of the Lead Plug to the DSC Shell. A l 1.0 psig pressure load is applied'alo'ng the inner boundary of the ANSYS model, as illustrated in Figure 4.1.2. The resulting stress intensity contour is color plotted in Figure 4.1.3. See Appendix B for input file. The results from this analysis are used for evaluation of normal, blowdown, accident, and reflood conditions.
2.- The outer pressure boundary assumes failure of the seal weld and consists of the Bottom Inner Cover Plate, the DSC Shell walls, and the Top Cover Plate. A 1.0 psig pressure is applied along the outer pressure boundary, as illustrated in Figure 4.1.4. The resulting stress intensity contour is color plotted in Figure 4.1.5. See Appendix B for input file. This analysis is not required since the seal weld is not expected to fail. Results from this analysis are compared against Level D accident allowables.
- 3. Hydrostsatic conditions: Under this loading condition the DSC is evacuated, and the 3/8" annulus between the DSC Shell and Transfer Cask is filled with water. This is equivalent to an external pressure equal to the hydrostatic pressure of the water (in the annulus) plus an atmospheric pressure of 14.7 psi. Inward pressure loading on the bottom cover plate is
- HOPPER AND ASSOCIATES
; ENGINEERS HABGE-01/99-0745, Revisioh2 CALCULATION SHEET
.E.W D.. ST U T ;AA NALY TITILE: NEWV DSC STRUCTURAL ANALYSIS -
IDATE: 12/08/98 PACE.: 35
SUBJECT:
4.0 ANALYSIS IBY: ADS CK: r.
£s SHT: 2Z OF 95 counteracted by the weight of the fuel and basket bearing on the plate. The loading condition is illustrated in Figure 4.1.6. The resulting stress intensity contour is color plotted in Figure 4.1.7. See Appendix Efor input file.
Ab W ANSYS 5.2 FEB 11 1998 10:27:04 Co. ELEMENTS m 6: TYPE NUM PRES toi zv =1 Ith
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- I. 2, DSC PRESSURE ANALYSIS (INNER BOUNDARY) - 0.55" SHELL THICKNESS
Ah w I ANSYS 5.2 L FEB 11 1998 11:02:51 NODAL SOLUTION STEP-1 I SUB =1
.- TIME=1 SINT (AVG)
DMX =.548E-03 SMN -.400246 SMX =122.822 SMXB=190.18
.400246 14.003 27.605 41.208 54.81 IZl1 68.413 82.015
___ 95.618 109.22 122.822 a)0-1 0
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FEB 11 1998 0 11:28:17 ELEMENTS 0.."
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1. a-a ANSYS 5.2 FEB 11 1998 Ir 11:11:57 m NODAL SOLUTION STEP-1 CD SUB =1 6.D TIMER1 to SINT (AVG) DMX =.006612 SMN =.237643 J-b 0 SMX =1191 SMXB=1535 ._m
.237643
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- 396.998 529.251 661.505 m 793.758 E 926.012 1058 1191 0
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1 w
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9 I'l NZ 0 0 It F1601Z ados DSC HYDROSTATIC PRESSURE ANALYSIS
Ah w I - ANSYS 5.2 1 FEB 15 1998 C) ' 16:37:27 m! NODAL SOLUTION _ I STEP=1 SUB =1 (D: tD i TIME=1 SINT (AVG) DMX =.020215 SMN -6.359 CD ! SMX =3293 SMXB=5054 _, _6.359 "I 371.546 736.733
- 1102
_ 1467 1832 2197 2563 2928 3293
-C f4 0
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'1:
FS6UI 4.J: 7 DSC HYDROSTATIC PRESSURE ANALYSIS
I on" HOPPER AND ASSOCIATES ENGINEERS I-HABGE-01/99-0745, RevisIon 2 !. _._. _.--z. CALCULATION SHEET i . 1rITLE: NEW DSC STRUCTURAL ANALY SIS DATE: 12/08/98 PACE: by_ __
SUBJECT:
4.0 ANALYSIS BY: A37 CK: SRP SHT: 29 OF '7-IIi NORMAL OPERATING PRESSURE (10 psi) Under normal operating conditions, a 10 psig pressure load is expected along the inner pressure boundary. 1 Ii The equivalent stress intensities for an internal pressure of 10 psi are obtained by scaling up the 1.0 psi ANSYS inner boundary run. Stress intensity results at 10 psi are summarized in Table 4.1.2.
- The inner pressure boundary is maintained by a 3/16" groove weld applied to the Top {.11 Shield Plug and DSC Shell. Check to see if this 'weld maintains the pressure boundary.
Weld load / in P (7 d2 ) /4 (7r d)
= 10(66)/4
= 165 lb./in.
Weld Stress = 165 / (3/16)
= 0.88 ksi Level A allowable = 0.5Sm = 0.5,(18.7) = 9.35 ksi Therefore, seal weld maintains the inner pressure boundary. 1
HOPPER AND ASSOCIATES ENGINEERS HABG-0199-045,ReViSiohV2
; HABGE-0199-0745,* Rev n2 :. GCALCULATION SHEET TITLE:- NEW DSC STRUMCURAL ANALYSIS DATE: 12108/98 PACE: _ _3
SUBJECT:
4.0 ANALYSIS BY: AX CK: SR SHT: 30 OF 75
- ANSYS assumes fixed end plate conditions. In actuality, end plates are not clearly fixed or pinned but somewhere in between. ' ... - , I; A conservative upper bound for maximum end plate bending stresses maybe hand calculated
'by assuming pinned end plates. . ' -
From Roark [Ref. 15. Table 24. case 1Oa], the maximum bending stress in a simply supported circular plate with a uniformly distributed pressure load is:
- 6 M /t 2 where, Mc q a 2 (3+ v)/ 16 The maximum stress in the Top Cover Plate, based on a minimum measured thickness of 1.374" [45] (1.5" nominal), is, therefore: -
ma = 6 q a2 (3 + v) /16 t2
*6 (10) (33)2 (3 +.3)/ 16 (1.374)-
7.14 ksi And the maximum stress in the Bottom Cover Plate, based on a minimum measured thickness of 1.68" [443 (1.75" nominal), is-:
<Mx 6 q'a2 (3 + v)16 2t
= 6 (10) (33)2 (3 + .3) /16 (1.68)2
- 4.77ksi However, this method is over-simplified. The above calculations take no credit for the end plates, the lead, and lead casing plates bending as a composite section, and therefore, computed stress results are artificially high.;
HOPPER AND ASSOCIATES ENCINEERS HABGE-01/99 0745, Revision 2 flMD~UII~~JI-$J 1 - -- CALCULATION SHEET TITLE: NEW DSC STRUCTURAL ANALYSIS DATE: 12/08198 PACE: b
SUBJECT:
4.0 ANALYSIS BY: A-dS CK: SR SHT: 3./ OF To better approximate the maximum bending stress, consider the ANSYS evaluations in Section 4.1.7 for pinned end plates under a 75g drop.
> For a simply supported Top Inner Cover (Structural) Plate under a 75g bottom drop ANSYS reports a maximum stress intensity of 26.1 ksi. The load inducing this stress is the weight of the lead, the casing plates, and the self-weight of plate. This converts to an equivalent pressure of:
(8000 lbs.) (75g,s) / ,t(33)2 = 175 psi Taking ratios, the maximum stress intensity for a pressure of 10 psi is, therefore: (10 / 175) (26.1 ksi) = 1.49 ksi. By comparison, the ANSYS model pictured in Figure 4.1.1 (fixed end plates) gives a maximum stress intensity of 0.97 ksi @ node 900.
> For a simply supported Bottom Cover Plate under a 75g top drop ANSYS reports a maximum stress intensity of 25.0 ksi. The total weight of the lead, casing plates, and Cover Plate converts to an equivalent pressure load of:
(9000 lbs.) (75g,s) / 7t(33) 2 = 200 psi Taking ratios, the maximum stress intensity for a pressure of 10 psi is, therefore: (10 / 200) (25.0 ksi) = 1.25 ksi. By comparison, the ANSYS model pictured in Figure 4.1.1 (fixed end plates) gives a maximum stress intensity of 1.08 ksi @ node 37. Bending stresses considering simply supported end plates are critical and will be reported in the stress tables.
HOPPER AND ASSOCIATES ENGINEERS . .
. A.
- HABGE-01/99-0745, Revision 2. CALCULATION SHEET TITLE: NEW DSC STRUCTUJRAL ANALYSIS IDATE: l12i08/98 PAGE: _________
SUBJECT:
4.0 ANALYSIS IBY:,Z. CK: -SI -SHT: 32-OF 7s Table 4.1.2: Normal Operating Pressure (10 psig) Maximum Stress Intensities-
. - .Max. Stress -LevelA Cmoet -Stress Typc Node Intensity Aloae (ksi) ' (ksi)
PM 566/567 0.61 18.7 DSC Shell PL .827/829 0.428.0 PL+PB 827 1.23 28.0 Top Pressure PM 1170/1242 0.34 18.7 (Top Cover) PL+PB 1201 1.07 28..0 Plate. Top Structural PM 757/868 0.35 18.7 (Top Inner Cover) PL+PB 1.49 ()28.0 Plate .. TOP PM 1091/1129 0.10 18.7 LedP+B-1124 0.63 ). L~iner Bottom PM 1/112 0.10 18.7 Cove'r PL+PB ;3 1.25 ()28.0 Plate :. Botto m PM 345/381 0.26 18.7 Lead PL+PB ,382 0.58 .28.0 11 45 Bounding hand calculation.
I.
- - 1>
HOPPER AND ASSOCIATES ENGINEERS HABGE-01/99-0745, Revision 2 CALCULATION SHEET I, N C U 'U . TIT LE., NEW DSC STRUCTURAL ANALYSIS IDATE: 12/08198 PAGE: eG
SUBJECT:
4.0 ANALYSIS BY: A1f CK: Sr SHT: 33 OF 75f BLOWDOWN PRESSURE (40 psi) During blowdown conditions, a 40 psig pressure load is expected along the inner pressure boundary. The DSC is resting in the vertical position, and the Top Cover is removed. The equivalent stress intensities for an internal pressure of 40 psi are obtained by scaling up the 1.0 psi ANSYS inner boundary run (Appendix B). Maximum stress intensity results at 40 psi are listed in Table 4.1.3.
- Check seal weld to see if it maintains the pressure boundary.
Weld load / in = 40 (66)/4
= 660 lb./in.
Weld Stress =. .660/ (3/16) I f. It co%be;
).31hK3I Level B allowable = 0.5Sm = 0.5(18.7) = 9.35 ksi I1 Therefore, seal weld maintains the inner pressure boundary.
- Bending stresses considering simply supported end plates are critical. Blowdown pressure (40 psi) is four times Normal pressure (10 psi), and therefore stress intensities are factored up by four:
Top Cover (Structural) Plate = (1.49) (4) = 5.96 ksi Bottom Cover Plate = (1.25) (4) = 5.0 ksi
HOPPER AND ASSOCIATES ENGINEERS HABGE-01/99-0745, Revision 2 CALCULATION SHEET TITLE: NEW DSC STRUCTURAL ANALYSIS DATE: 12108/98 PACE: :ei
SUBJECT:
4.0 ANALYSIS BY: AS . CK: rL SHT: -OF__ Table 4.1.3: Blowdown Pressure (40 psig) Maximun Stress Intensities Max. Stress Level B Component Strcss Type Node Intensity Allowable
'- .(ksi) (ksi):
PM 566/567 2.4 18.7 DSC Shell PL 827/829 3.0 28.0 . i. 1 ' PL+PB 827 4.9 -28.0 II I t, Top Pressure PM Top Cover-Plate removed during (Top Cover) PL+PB Blowdown conditions Plate Top Structural PM 757/868 1.4 ' 18.7 (Top Inner Cover) PL+PB - 5.96 28.0 Plate . TOP PM 1091/1129 0.40 .18.7 Lead PL+PB 1124 2.5 28.0 Liner Bottom PM 1/112 0.40 18.7 Cover PL+PB - 5.0 28.0 Plate . ,.. . . . 1 Bottom PM DSC rests in the vertical position during Lead PLi+PB Blowdown conditions. Stresses are Liner negligible.
lain L mm
- - -7A HOPPER AND ASSOCIATES ENGINEERS HABGE-01/99-0745, Revision 2 C L S
.. _. J .. .- -CALCULATION SHEET Ib NW TITLE* NEW DSC STRUCTURAL ANALYSIS , DATE: 12/08198 PACE: it_ _
SUBJECT:
4.0 ANALYSIS _BY: AD'S CK: - SHT: 3
- 7-7 ACCIDENT PRESSURE (50 psi)
An accident pressure of 50 psig is expected along the inner pressure boundary. This is a Level C accident condition. Also, consider an accident pressure of 50 psig along the outer pressure boundary, assuming the seal weld has failed. Consider this a Level D condition. The equivalent stress intensities for an internal pressure of 50 psi are obtained by scaling up the 1.0 psi ANSYS runs (Appendix B). Maximum stress intensity results at 50 psi are listed in Tables 4.1.4and4.1.5. Check seal weld to see if it maintains pressure boundary at 50 psi: Weld load / in = 50 (66) / 4 825 lb./in. Weld Stress . 825 / (3/16). .
= , 4.4 ksi
- =. . .0..6
. . 5( 18. . . 11. 7 ks.i Level C allowable =0.65S. = 0.65(18.0) = 11.7 ksi b Therefore the seal weld maintains the pressure boundary.
i:
*. Bending stresses considering simply supported end plates are critical. Accident pressure (50 psi) is five times Normal pressure (10 psi), and therefore stress intensities are factored up by five:
Top Cover (Structural) Plate = (1.49) (5) = 7.45 ksi Bottom Cover Plate = (1.25) (5) = 6.25 ksi
HOPPE AND ASSOCIATES ENGINEERS HABGE-01/99-0745, Revision 2 C U N
---S .CALCULATION SHEET TITLE: NEW DSC STRUCTURAL ANALYSIS MDA TE: 12/08/98 PACE: _b
SUBJECT:
4.0 ANALYSIS DV. p.. AZ CK: St- SHT:. OF
- Outer boundary accident pressure:
-Bending stresses in the Top Cover (Pressure) Plate considering simply' supported edge conditions are critical. From Roark, the maximum stress in a simply supported circular plate with a uniform pressure load is:
Gm= 6qa2 (3+v)/16t 2
= 6 (50) (33)2 (3 +.3) 16 (1.18)2
= 48.4ksi Where t = 1.18", the minimum measured plate thickness for the Top Cover.
By comparison, the ANSYS model pictured in Figure 4.1.1 reports a maximum stress of 25.01 ksi;@ node :1240.
4-
- :)
HOPPER AND ASSOCIATES ENGINEERS HABGE-01/99-0745, Revision 2 C U OS TTE NEW.. . CALCULATION SHEET
. ,7
. TITLE: NEW DSC -STRUCTURAL ANALYSIS IDATE: 12/08/98 PACE: _ _5°
SUBJECT:
4.0 ANALYSIS BY: A-5S CK: S1. SHT: 3 OF 7r Table 4.1.4: Accident Pressure (50 psig inner boundary) Maximum Stress Intensities Max. Stress Level C Component Stress Type Node Intensity Allowable
._.,_ (ksi) (kii)
PM 566/567 3.1 21.6 DSC Shell PL 827/829 3.7 32. 4 PL+PB 827 6.2 32.4 Top Pressure PM 1170/1242 1.7 21.6 (Top Cover) PL+PB 1201 5.35 32.4 Plate Top Structural PM 757/868 1.8 21.6 (Top Inner Cover) PL+PB 7.45 32.4 Plate Top PM 1091/1129 0.5 21.6 II I Lead PL+PB 1124 3.2 32.4 Liner ___ _ _ Bottom PM 1/112 0.50 21.6 Cover PL+PB 6.25 32.4 Plate :_ Bottom Pi 345/381 1.3 21.6 Lead PL+PB 382 2.9 32.4 Liner 11
- -- :O HOPPER AND ASSOCIATES
- I ENGINEERS HABGE-01/99-0745, Revisioh 2 CACULTION SHEET
. TITLE: EW DSC STRUCTURAL ANALYSIS DATE: BY:AnCK: SA-12/08/98 PAGE SH F3 3
SUBJECT:
4.0 ANALYSIS 2. Table 4.1.5: Accident Conditions (50 psig outer boundary) Stress Intensities (this condition assumes that the seal weld fails) Max. Stress Level D Component Stress Type Node Intensity Allowable (ksi) (ksi) PM 566/567 3.1 43.2 DSC Shell PL 1126/1128 -27 -:64.0 Top Pressure PL+PB PM (G) 1167/ ; 15.8 64.0 43.2. L2 (Top Cover) PL+PB 48.4 (2). 64.0 Plate . . . Top Structural PM (Top Inner Cover) PL+PB Not part of the pressure boundary. P late _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Top PM Lead PL+PD Not part of the pressure boundary. Liner Bottom PM . /. 07 43.2 S Cover PL+PB . 6.25 64.0: Plate # l2. Bottom PM Lead PL+PB Not part of the pressure boundary. Liner ;_._. Avrgfnds15, I1128. and 1166. Stress valu6e is conservative since stresses atnds118ad116myb
~considered "Q" estressesperTableNB-321 7 -l,Note Sof the ASME Code. The stress at node 1056 alone is only 2.
lll ii HOPPER AND ASSOCIATES ENCINEERS HASGE-01/99-0745, RevlSlon 2 __ Revision 2:; CALCU~~LATION SHEET.. TITLE: l L< S{ f > DATE: 00 PAGE: _S g
SUBJECT:
4.0 fuoqis75 BY: CK:.jj{o SHT:_ C 'cLc7op - Cs/r/n/LA-
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'I t I
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c WV54C-a /o I t/ f /r
'TO ; cMfjjr, }o (' AL,4U) A P, I
HOPPER AND ASSOCIATES ENGINEERS HABGE-01/99-0745, Revisonl 2 ITLE:_ Tiu tS Afly c DATE:. PACE: </C *iC
SUBJECT:
4,o //Y'^4 BY: 46SHT:3lCOF kWCK: , I pl - .4 0 mp tR, J ocd52 - 5~re .4op' PL t p /2,/ Ir- !Yb7. 2F'eC'P (r-G /Z q 4 P )
* ~b~ I2.I/~ ~ ~ ~(AJOV //6 1
\ i; Jia = 2-'1175- t Zz I/g-Fclt tkof
/ ~~~~DQDP LOAD 9_s~tzS ,) t t.J j~~~~,q0 i~ *s- <- £-&
5,(
-P.f~(f#
<, (.4i4. or £,ocys /0/3 11+
-/
_ APP7 C) W.
/P9, I 8T-7-$: c8eT/ezt aa'w CC>V@/O,6 D2 ( 5' 2 1>2: Pln tT 4 P 4- jL 2 +T t4 -fr , 2S ;
'c4, L .U 1 . k\ Pow T-S (57- AW7 8~~2 L h7 Li I LIo 4VrI0 , M A L 4 0 // f
- &' *- -if.- J- r 3 7*)/ T/ r-C41 f OAJSr.k41 7S. ,
at. L/
- -- A HOPPER AND ASSOCIATES ENGINEERS HABGE-01/99-0745, Revision 2 CALCULATION SHEET
_ TITLE: NEW DSC STRUCTURAL ANALYSIS DAI rE: 12A08/98 PAGE: _ 5__
SUBJECT:
4.0 ANALYSIS BY: AJ3 CK: 5 M- SHT: 3 7 OF 5-REFLOOD PRESSURE (40psi) The Re-flood condition is bounded by the 50 psig inner boundary accident pressure analysis. No firther analysis is necessary.
HOPPER AND-ASSOCIATES
*- - ENGINEERS HABGE-01/99-0745, Revision 2HK CA LCULATION SHEET
_. . .... . ... , . ; .G,, TITLE: NEW DSC STRUCTURAL ANALYSIS ;- DATE. 12ADS/98 PACE: - 53
SUBJECT:
4.0 ANALYSIS _BY: kJn CK: SR SlHT: 'J OF HYDROSTATIC PRESSURE A hydrostatic pressure analysis of the DSC Shell Assembly is performed using the ANSYS axisymetric model pictured in Figure 4.1.1. Under this loading condition the DSC is evacuated, and the 3/8'! annulus between the DSC Shell and Transfer Cask is filled with water. This is equivalent to an external pressure equal to the hydrostatic pressure of the water (in the annulus) plus an atmospheric pressure of 14.7 psi. Inward pressure loading on the bottom cover plate is counteracted by the weight of the fuel and basket bearing on the plate. The loading condition is illustrated below and in Figure 4.1.6. The stress intensity contour is plotted in Figure 4.1.7. The maximum DSC component stress intensities are summarized in Table 4:1.6.
... osrATlC-
- -. 1 HOPPER AND ASSOCIATES ENCINEERS HABGE-01/99-0745, Revisioh 2 CALCULATION SHEET TITLE: NEW DSC STRUCTURAL ANALYSIS DATE: 12108/98 PAGE: 5 It
SUBJECT:
4.0 ANALYSIS BY: A5S CK: JR SHT: 'tI Or- 15 Table 4.1.6: Hydrostatic Pressure Maximum Stress Intensities Max. Stress Level A Component Stress Type Node Intensity Allowablc
. (ksi) (ksi)
PM 450/451 1.28 18.7 DSC Shell PL 1126/1128 1.73 .28.0 PL+PB .1201 3.30 28.0 Top Pressure PM 1167/1239 0.99 18.7 (Top Cover) PL+PB 1239 1.69 28.0 Plate ___ Top Structural PM - (Top Inner Cover) PL+PB Not part of the pressure boundary. Plate Top PM Lead PL+PB Not part of the pressure boundary. Liner Bottom PM 1/112 0.13 18.7'v Cover PL+PB 146 0.89 28.0 Plate 1 Bottom PN{ Lead PL+PB Not part of the pressure booundary. Liner
HOPPER AND ASSOCIATES ENGINEERS HABGE-01/99-0745, Revision 2
*. --.. ;!, CALCULATION SHEET TITLE: NEW DSC STRUCTURAL ANA LYSIS DATE: - 12/08/98 PAGE __5_ _
SUBJECT:
4.0 ANALYSIS BY:.A 4 CK:- 5M SHT:' 2 OF If5 4.1.4 THERMAL ANALYSIS The DSC Shell Assembly is analyzed for thermal loads using the ANSYS model illustrated in Figure 4.1.1. The DSC thermal loads are provided in the original NUTECH calculation package [3]. It is assumed that the DSC is resting within the transfer cask. Wall thicknesses were modified to account for tolerances, and the model was rerun with the same boundary conditions [3]. Two sets of temperatures are provided: a) The maximum temperature occurs at the top of the DSC with a maximum air gap between the DSC and the cask inner liner. b) The minimum temperature occurs at the opposite end, at the point of contact between th'DSC Shell and the cask inner liner.
) E and a corresponding to 400 F were used in the analysis it For Level C+D the temperature is 460 F which will reduce E and increase a slightly. I A_ .o"sa.
0-' C vw?'t , 7
HOPPER AND ASSOCIATES ENGINEERS
- HABGE-01/99-0745, Revislon 2 CALCULATION SHEET
_.Af 0 TITLE: NEW DSC STRUCTURAL ANALYSIS DATE: 12/08/98 PAGE: -S6 %:;I I
SUBJECT:
4.0 ANALYSIS- BY: A-J3 CK: SR. SHT: J13 OF 7-5 The DSC thermal analysis consists of two axisymmetric load steps: I. First ANSYS run - for temperatures at the top of the DSC with a maximum air gap between the DSC and the cask inner liner. The temperature distribution for this load case is illustrated in Figure 4.1.8.
- 2. Second ANSYS run - for temperatures at the point of contact between the DSC shell and inner cask liner. The temperature distribution for this load case is illustrated in Figure 4.1.9.
The final stress intensities are calculated as the average of runs I and 2, and are reported in Table 4.1.7.
1 - _ Ah
-w ANSYS 5.2 FEB 1 1998 a;.
17:43:29 ELEMENTS D TEMPERATURES ooi TMIN=265 m-. I (D TMAX=358 ZV =1 N)
*DIST=96.938 U1 1
*XF =16.813 hii
*YF =-78.125 PRECISE HIDDEN
_265 275.333 I i 285.667
- 296
- 306.333 E1316.667 EI 327 337.333 347.667 358 tDAt I I 19:
rmagr, 4i/. DSC THERMAL ANALYSIS LOADING 1 - DSC WITH AIR GAP
1 ph- - -dk w ANSYS 5.2 FEB 1 1998 X; 18:16:11
; t?-'r ELEMENTS TEMPERATURES I0,
'CD:
T TMIN=191 , CD I1 TMAX=276 ZV =1
*DIST=96.938 ;o
*XF -16.813 CD
*YF =-78.125 VA PRECISE HIDDEN 191 r-j C,
200.444
.209.889 219.333 228.778 g 238.222
__ 247.667 257.111 266.556 276 i.=1Q 971, m I> LA Ip 14 I W_ DSC THERMAL ANALYIS LOADING 2 - DSC RESTING ON CASK 19
HOPPER AND ASSOCIATES ENGINEERS HABGE-01/99-0745, RevIsion 2 . CALCULATION SHEET NE.W..D.. . T U T.... . .A A.. "
- TIT'LE: NEW DSC STRUCTURAL ANALYISIS DATE: - 12/08/98 PACE: b 9 -
SUBJECT:
4.0 ANALYSIS _BY: AO- CK:- -SR SHT: t 6 OF '75 Table 4.1.7: Maximum Thermal Stress Intensities (1) Max. Stress Thermal Component Sfress Type Node Intensity Allowable (ksi) (ksi) PM-- DSC Shell PL - PL+PB PL+PB+Q 1017 30.0 56.1 Top Pressure PM - - (Top Cover) PL+PB - Plate PL+PB+Q 1268 19.9 56.1 Top Structural PM (Top Inner Cover) PL+PB - Plate PL+PB+Q 901 22.2 56.1 Top PM - - Lead PL+PB - - Liner PL+PB+Q 1124 47.0 56.1 Bottom PM , - . - Cover PL+PB . . Plate PL+PB+Q 108 14.0 56.1 Bottom PM, -- Lead PL+PB - - Liner PL+PB+Q 369 42.5 56.1
.k.
W Peak, F loads have not been reported.
I. HOPPER AND ASSOCIATES ENGINEERS HABGE-01/99-0745, Revision 2 CALCULATION SHEET
*t.NAz
- TITrLE: - EWDS TRCTRL AAL SIS DATE: 12/08/98 PAGE: _ _ _
SUBJECT:
4.0 ANALYSIS 13Y: AM2- CK: -SR5 SHT: ' OF 757 LEAD THERMAL EXPANSION The lead shield plug is placed within the cavity at the bottom of the DSC formed by the outer lead casing plate. the DSC inner bottom cover plate, and the lead casing shell. 5 ___ DC This portion of the DSC experiences heat up from the fuel. The coefficients of thermal expansion for lead and stainless steel are listed below: Lead 16.4 x IO- in/in F [8] Stainless steel 9.98 x IO in/in F [5] 11 The difference in thermal expansion between the lead and the stainless steel will result in the lead expanding and imposing forces on the stainless steel. Assume that the bottom lead plug is critical because the top lead plug is completely contained within its own casing. The bottom lead plug is checked for radial expansion, axial expansion, fatigue effects, and lead creep effects.
HOPPER AND ASSOCIATES ENGINEERS HABGE-01/99.0745, Revisioh 2 CALCULATIONSHE SHEET TITLE: NEW DSC SmUCTURAL ANALYSIS DATE: 12/08/98 PAGE:_ _
SUBJECT:
4O0 ANALYSIS BY: AM$ CK: *R. SHT: 8 OFs Radial expansion: Assume the lead has an initial tadius of.33", it coa4!etly fills the insib oithe boaudzy, and has an assumed relaxed temperature of 2000 F, an ambient condition 70° F; and a storage temperature ) of 4600 F. The relaxed temperature stems from the fact that the lead is poured into the cavity in a
-heated molten state. This occurs when the led is above 500 degrees, but in order to be r conservative the relaxed state is taken well below the fabrication temperature. The radial expansion of the le-dis thei.i .; - 1:
AR = A R AT
= (16.4-9.98 x IO) (33) (460-200)
= 0.055"
**(Because the difference between the storage temperature and the relaxed temperature is large&:
than between the ambient temperature andthe relaxed temperature, it is the only one analyzed.) Assume conservatively that the lead is incompressible, and that the lead casing shell must expand to allow this radial increase. The resulting hoop stress can be calculated as follows: Oh = E = (ARR) E
=- (0.055/33)26.08x 103
- 43.53 ksi < 3SS (secondary stress) = 53.94 ksi 1
wnTh HOPPER AND ASSOCIATES ENCINEERS HABGE-01/99-0745, Revision 2 CALCULATION SHEET
- TITLE: NEW DSC STRUCTURAL ANALYSIS DATE: 12/0S/98 PACE: _ _ _
SUBJECT:
4.0 ANALYSIS BY: h CK: 5R SHT: OF an Check Welds The lead shield plug is placed within the cavity at the bottom of the DSC formed by the outer lead casing plate. the DSC inner bottom cover plate. and the lead casing shell. LA;
' -X.54 aI ws
- The pressure load necessary to produce a hoop stress of 43.53 ksi in the lead casing shell is:
P = (ahop) t / r = (43.53) (0.5) / (33) = 660 psi The equivalent force on the lead casing inner surface is: F = (2tr) (d) (p) = (27E 33) (4.25) (660) = 582 kips The total area of welds is: Aweld = (2n) (33) (114) (2 welds) = 103.7 in.2 The weld stress is then: a 5821 103.7 =J5.60 ksi 7 which is well below even Level A weld stress allowable. Therefore, the weld is acceptable.
HOPPER AND ASSOCIATES HABGE-01/99-0745, RevisIon 2 1 ENGINEERS *. I.. CALCULATION SHEET
- 11TLE: NEW DSC STRUCTURAL ANA LYSIS -DATE 12/08/98 PAGE: . 43 -
SUBJECT:
4.0 ANALYSIS
- BY: Af CK:j SV SHT: 5 O OF
-Axial expansion:
Assume that the total depth of the lead is 4.25'". The axial expansion of the lead is then: AL = ac L AT (16.4 - 9.98 x 106) (4.25) (460 - 200)
= 0.007" A.-
As the lead expands the cover plates will see a pressure applied. This pressure will result in deflection of the cover plates that will relieve the pressure from the lead. The minimum thickness , 1 of the bottom casing plate is 0.38" [6]. Assuming fixed edge conditions, the pressure required to produce a center plate deflection of 0.011 " is: q = yc 64D / a4 [Roark, Ref.15, Table 24, Case lOb) where D - Et 3 .!12(1-i 2 )
- '(26.08 E6) <38)3 / 12(1 _.292)
= 1.30205 E5 q = (0.007) (64) (1.30205 E5)Y (33)4 0.05 psi I
which corresponds to a stress of: 6(qa 2 (1+t))/16)it2 6 [(0.05),(33)2 (1 + .3)16)]/ (038)2 lI
= 183 psi A stress this low is hardly significant. Likely, some axial gap exists due to the less than perfect .1 flatness of the lead and cover plates. A gap of 0.01" would be sufficient to accommodate the lead growth.
.11.
HOPPER ANDASSOCIATES HABGE-01/99-0745, Revision 2 i ENGINEERS CALCULATION SHEET A&TITLE: NEW DSC STRUCTRA ANALYSIS DATE: 12/08/98 PACE: 4 W
SUBJECT:
4.0 ANALYSIS _Y:AM CK: SRt SHT: OF 755 Fatigue effects The bottom lead casing shell may experience cyclic loading as the temperature fluctuates from season to season. or even day to day.
-IMp ,
jp) I5ctA6cA- fiL"&TUAb-o45 CY cI c 1-0,4D S >
/
,tl/7/-I;
- st tLs~C 7'E Al V: s^ o oq,; L )
For a very conservative evaluation of this issue, assume that the temperature fluctuates between storage tenypeTature and ambient temperature (4600 E- 70° F). For a maximum lead casing hoop stress of 43.531ksl, I Sait 43.53 ksi /2 = 21.77 ksi From ASME Section III Div. I Appendix I [4], the allowable number of cycles for stainless steel is approximately!5 x I 'which is >> than 100 cycles assuming 2 seasonal temperature changes per year for 50 years, or even 18250 cycles assuming daily temperature changes for 50 years. ii, Therefore, fatigue is not an issue.
HOPPER AND ASSOCIATES HABGE-01/99-0745, Revision...... . 2i ENGINEERS CALCULATION SHEET
- TITLE:- NEW DSC STRUCTURAL ANALYSIS DATE:- 12/08198 _ PAGE: -___i______
SUGJECT: 4.0 ANALYSIS Y.Y: AZ- -CK. S! SHY: 52 OF '5 Lead Creep Effects For the lead creep evaluation. assume that the lead does not completely fill the lead casing, but that there is, say conservatively. a .06" radial gap, and a .015" axial gap. Since the DSC is resting horizontally, the lead may slunp/creep, even at relatively low temperatures. filling the available gap and creating a lack of shielding. wLA Ck- i8 i e-Ad &#~ 5.4PD '4
. 1.
- radC a/l/gais The volume of radial gap is:
V, = [;(66.12' - 66') /4) [4.25] = 52.9-in. 3 The volume of axial gap is: Vr - [n (66.12 2)/4) [0.015] = 51.5 in.3
The total gap volume, VTOT = 104 in.3 'is equal to the circular sigment at the top of the lead plug after lead creep occurs.
ll-HOPPER AND ASSOCIATES HABGE-01/99-0745, Revision 2 ENGINEERS CALCULATION SHEET
- TITLE: NEW DSC STRUCTURAL ANALYSIS DATE: 12/08/98 PAGE:_ __
3
SUBJECT:
4.0 ANALYSIS BY: AM3 CK: _SPR SHT: OF From the properties of a circle the volume of a segment is equal to: VSEG = (R /2) (2a - sin2a) (t) 104 = (332 /2) (2a - sin2a) (4.25)
= (2a - sin2a) = 0.045 a _ 0.332 rad The height of the segment: = 2R sin 2 (2a/4)
= 2(33)sin 2 (2x0.33214)
= 1.8"
, The length of the chord = 2R sin (2cz/2)
= 2(33)sin(2x0.332/2)
- 21.5" If this amount of lead creep were to occur there would be a streaming path at the top edge of the DSC in the shape of an arc 1.8" tall, and 21.5" wide at the base.
This would increase radiation dosage during retrieval operations, but would be manageable given the thin depth of the streaming path and the location high on the HSM.
HOPPER AND ASSOCIATES HABGE-01199-0745, Revision 2 - ENGINEERS; CALCULATION SHEET
- TITLE: NEW DSC STRUCTURAL ANALYSIS DATE: 1208/98 PACE
SUBJECT:
4.0 ANALYSIS BY:.AL CK: S- SHT:_58' OF'by 4.1.5 HANDLING ANALYSIS CASE 1: NORMAL HANDLING - DEFINITION As defined in [3], the DSC normal handling loads (Ln) shall be a force equal to 25% of the weight of the loaded, dry DSC, resulting from loading and retrieving the DSC to and from the HSM using the cask. Normal handling loads do not govern the DSC design. In addition, the orientation of the DSC within they cask is not significant for these loadings. ANALYSIS
* .The handling force stress intensities are critical for the grapple assembly, the bottom plate, and the DSC shell to bottom plate junction.
These critical areas are analyzed using the DSC model illustrated in Figure 4.1.1. The analysis was performed in the original NUTECH calculation package [3].. Results and method of analysis are provided below. APPLIED FORCE @ GRAPPLE
= 0.25 (69150 *) = 17288 LBS
*NOTE: Calculation should use a bounding DSC weight of 80000 lbs., not 69150 lbs. Stress intensity results are factored up by 80/69.
TOP GRAPPLE RING PLATE
_ ILA. I m
. 4 HOPPER AND ASSOCIATES HABGE-01/99-0745, Revision 2? ENGINEERS CALCULATION SHEET TITLE: NEW DSC STRUCTURAL ANALYSIS DATE: 12/08/98 PACE: _ _ _
SUBJECT:
4.0 ANALYSIS BY: - 5 CK: SR SHT: f 5 OF 15
~~f LOADYNG t"farek 4i;: ne t s-rL ISeet ; h W= 17288/ 2=2751 LB/RAD APPLY 2751 LBJRAD @NODE 4 10 (grapple ring free edge)
It is assumed that the grapple force is distributed around the circumference of the grapple ring. The grapple extension load is in reality applied on two sections of the ring (each approximately 6.50" long and extending from the free edge of the ring to about mid-radius of the ring). Applying the 80 kip load as uniform over the entire ring is not quite accurate, but it is reasonable since we expect the unloaded portion of the plate to respond by taking some of the load. In addition, stress intensity results are well below allowables, such that the effect of any un-conservatism in our assumption is minimal. COUPLED NODES COUPLE LEAD TO BOTTOM PLATE Uy & LEAD TO LEAD COVER PLATE Uy BOUNDARY CONDITIONS CONSTRAIN TOP END OF DSC, NODES 1237-1273 Ux& Uy RESULTS Maximum stress intensity results for normal handling conditions are summarized in Table 4.1.8.
- - h o HOPPER AND ASSOCIATES HABGE-01/99O0745, Revision 2 1 ENGINEERS CALCULATION SHEET T[TLE NEW DSC STRUCTURAL ANALYSIS DAI rE: 12V08/98 PAGE: "7
SUBJECT:
4.0 ANALYSIS _ . . A-T-5 CK: 5L SHT- 56 OF' - CASE 2: TRANSPORT HANDLING DEFINITION From [3], during trahsport from the fuel building,'the DSC and cask are postulated t'o be subjected to the following loads (La): a) dead load +/- Ig vertically b) dead load +/- I g axially c) dead load +/- Ig longitudinally d) dead load +/- 1/2g vertically 4' 1/2g axially + 1/2g longitudinally ANALYSIS During transport, the DSC is supported within the cask. The Ig handling loads are negligible. Resulting stresses are all below 1.0 ksi stress intensity [3]. Conservatively, all component stress intensities'are assumed to be 1.0 ksi. This is documented in Table 4.18.
aL
-Ii HOPPER AND ASSOCIATES HABGE-01/99-0745, Revision 2 - ENGINEERS CALCULATION SHEET
. TITLE: NEW DSC STRUCTURAL ANALYSIS DATE: 12/08/98 PAGE: _ _
SUBJECT:
4.0 ANALYSIS BY: A5 CK: *( SHT: 5 7 OF S5 CASE 3: OFF-NORMAL HANDLING DEFrNITION As defined in [3], off-normal handling loads (Lo) shall be a force equal to the weight of the loaded. dry DSC, resulting from the DSC becoming jammed in the cask or the HSM during the transfer operation. COMPUTER ANALYSIS Off- normal handling loads are, therefore, four times as great as normal handling loads. The results from the linear elastic analysis for normal handling loads may be factored up by four to obtain off-normal stress intensities. HAND ANALYSIS The Grapple Ring Assembly, Bottom Cover Plate, and DSC Shell are evaluated individually for off-normal handling loads by hand. Calculations begin on the following pages. The controlling stresses, calculated by hand or computer, will be reported in the handling stress summary in Table 4.1.8.
I. HOPPER AND ASSOCIATES HABGE-01/99 0745, Revision 2 : ENGINEERS
. .: CALCULATION SHEET
. TITLE: NEW DSC STRUCTIURAL ANALYSIS .DATE: 12/08/98 PAGE: -_________ 8
SUBJECT:
4.0 ANALYSIS BY:A 5 CK: 5-- SHT:5 oF Grapple Ring LeAs>O ~pr '! (PLA .VJ~ 5 Lok-> is a 0t4 r-.o -- Cris5 <oF 7-F F_1G ( b5'LOG i -b r I9tcb FT o' i -i-ne 7t Y c ' c66 OF 77Mr P1" ' -r r SV- F Lt"Nt) Aflftb c-Ai-on 6\ Ll FS 7n I 2ruw+z6* ( 0F 776. Dcp) 715; -, A P.e N /r.LuHMPpoWJ < LCJE VTN. 4 -"WbCb PO-70oJ OF ThLq: P7INC% Wv'AIL-L Zy TVl t sOV-' _G OF rW& L c4AX .
HOPPER AND ASSOCIATES HABGE-01/99-0745, Revision 2 . ENGINEERS CALCULATION SHEET TITLE'~__ NEW DSC STRUTURAL ANALYSIS DATE'. 12/08/98 PACE: 92 qLIBjrcTf 4.0 ANALYSIS BY: k:J:S CK: S r: SHT: 51 OF qs
*CIEFOP Y- tAM-EP4,)J VT1ZAcru2 A-r (PArPPl5, PMJQG 7c~
6~F~-~JV'wJ 's.fl-44 JOINT
HOPPER AND ASSOCIATES HABGE-01/99-0745, Revision 2: ENGINEERS CALCULATION SHEET . TITLE: NEW DSC STRUCTURAL ANALYSIS DATE: 12108198 PAGE I +3
SUBJECT:
4.0 ANALYSIS BY: fs CK: -5 SHT: 60 OF q5
- 2- Ib 1 4) i (57(t F-0ry,17vgl-e If. . _ ., ..- . _ .
r 0= 6-, 7o APP1iJ, rA-mJtoa4 D - ql '7.2-- = Cx, 2a5 P- i>us ( D "i n;eG) L_ 5,.0 " = 1Sj5LPb PuvNW5 .. 1 L.O.1 ( ro zj 77
= o. s j o.ao96 4-o o0 - 3 = 0.I s~-
I. _7- - = S1. L~ gL t
.t 2U(A-) J
= .
)i (4.2s)
L )>6I2--V- 1-.4- 2 L. 2" I S}
-,5 - 6,263 + o,3 = oco0o06_
C = L,( - i) t , .(/1 W). I~ S -i t I+ o 3 .- 575 + (1+ 0.3) Is-
- *~eq~e10-< O .,9 C
ItT HOPPER AND ASSOCIATES HABGE-01/99-0745, Revision 2 ENGINEERS CALCULATION SHEET , TITLE: NEW DSC STRUCTURAL ANALYSIS DATE: 12/08198 PACE: 9t
SUBJECT:
4.0 ANALYSIS BY: A-0S CK: SK SHT: cl OF 95
- %=;L
\ b'tI- = 15: kIOH5Wr = Oct (L9 cvL4
-- z-w
- 2. O Or, = (-Zff)0 2g)0,3 $nt6)o,oioF-67 oo 6L6I
,::. I sC
) 0qS(, Z) (O -1
= Iqjq r 4//
C-arnCAA - SeZV-70,4 Ci 0 _ 6 = G) tq. I ( -24). I K; e: (~) crs _ P - - S LO (=rA(~zs)(I )(12 6sa,
)
S x = - 11. 95e s S7 2s~sS lt9jeiSi rr e 4C>4-nc'A 4-5c;) S,:E /.17l-= 1= 21.3 LS I- < I* 3 Ss i.S 1g.o0) 9 Etwaf
.l,[ SJ (IZ 1
HOPPER AND ASSOCIATES HABGE-01/99-0745, Revision 2 ! - ENGINEERS CALCULATION SHEET . TITLE: NEW DSC STRUCTURAL ANALYSIS DATE: 12/08/98 PACE: - --
SUBJECT:
4.0 ANALYSIS BY: -A^S CK: t `SHT: 62.OF 75-Grapple Rin! Shell 2i .
'The W/'" thick grapple ring shell will experience an axial load as the DSC is pulled fromn the HSM.
a =P/A
= 80000/ (ir/4)(16 2 - 14.52)
= 2.23 ksi <G27.0 ksi .eRgo m1P Gratnle Rin? Bottom Plate Assume that bending stresses in the bottom grapple ring plate are negligible, as the 80 kip ram load is transferred to the inner cover plate through bearing. No calculation is necessary.-
l 11. HOPPER AND ASSOCIATES HABGE-01/99-0745, RevisIon 2 i ENGINEERS CALCULATION SHEET TITLE: NEW DSC STRUCTURAL ANALYSIS DATE: 12/08/98 PAGE:
SUBJECT:
4.0 ANALYSIS BY: AYES CK: S.- SHT: 3OF V3O DSC Bottom Cover Plate The 80 kip grapple load (pulling), or 80 kip ram load (pushing), is transmitted to the bottom inner cover plate as a uniform annular line load where the grapple ring shell is attached. From Roark (Table 24, Case 9a), conservatively assuming a simply supported plate, the maximum moment is: M = KMwa
= (0.25) (1670) (33) l
= 14 in.-kip/ in f where, w = P/(7t 2 r0) (r0 is the grapple shell mean radius)
= 80000 / (2n 15.25 / 2)
= 1670 lbs. / in and KM = 0.25, based on (rda) ratio. (ro/ a = (15.25 / 2)/ 33 = 0.23)
Therefore, the maximum stress in the bottom plate from the grapple load, based on a minimum measured plate thickness of 1.68" [441 (1.75" nominal), is: a =6M,/t 2
= 6 (14) / (1.68)2
= 29.7 KSI Level C primary bending allowable stress is I.8S,,n = 32.4 ksi.
. ,. .,, I
HOPPER AND ASSOCIATES HABGE-01/99 0745, Revision 2 ENGINEERS CALCULATION SHEET NEW DSC STRUCTURAL ANALYSIS DATE: 12/08/98 PAGE:
- TITLE:
SUBJECT:
4.0 ANALYSIS ._8Y: B .AJ. CK: SP- _ SHT:6 OF DSC Shell - Jammed Canister 7~ - ~ GU'-ce -- .- ,, V LOCAL SHELL STRESSES The force transmitted to the DSC shell is: (Assume a 10 angle of pinch) F - W SIN(1) = 80000 SIN(l) = 1396 LBS Assuming application of load is a point load, where DSC hits the inner cask wall, then from Roark, [15] case 8a Table 30, a2 =0.4P1T P 12 c2 = 2.4P/T PB 02 = 0.4 (1396)11000 (,55)2 =1.8 ksi G2' = 2.4 (1396)/1000 (.55)2 =1 1.1 ksi
I _ _ _ l KU HOPPER AND ASSOCIATES HABGE-01/99-0745, Revision 2 ENGINEERS
-. CALCULATION SHEET B TITLE: N DSC STRUCTURAL ANALYSIS DAI 'E.: 12108/98 PACE: _ __
SUBJECT:
4.0 ANALYSIS BY. AT5 CK: St SHT: 6-5 OF 5 GLOBAL SHELL STRESSES Assume one corner of the DSC is restrained.
-T1 ie7 ,POOO MMAX = FL=80000 (33.55)1 1000 =2684 K-IN l
0 ay= M/S S = [( /(32 DO)](D 0 4 -D14) [33]
= ( 7r /32 (67.1))(67. 1 4-66.04)= 1898 IN3 a = 2684/1898 = 1.4 KSI
HOPPER AND ASSOCIATES HABGE-01/99-0745, Revision 2 ' ENGINEERS CALCULATION SHEET TITLE: -- NEW DSC STRuTRAT. ANA.YSSRT DATE: 1208/98 PAGE: _9- -_
SUBJECT:
4.0 ANALYSIS BY:- A-.$ --CK: ---SR SHT: 6L-oF 7 CASE 4: PRELIMINARY HANDLING Preliminary handling analysis includes an evaluation of:
- The eyebolts used to lift the Top Plug Assembly and DSC Top Cover Plate
- The lifting lugs used to lift the unloaded DSC from horizontal and vertical positions
- Canister shell stresses during lift
- Bottom Cover Plate stresses during lift
- Bottom Lead Casing Plate during lift Evebolt Evaluation TOP PLUG ASSEMBLY Lead density = 710 #IFTV = .41 1 #fIfN Stainless steel density = 515 #/FT3 = .298 #/IN3 AREA A 7t/4 (Do2-D12 ) L = -n/4 (65.842 - 64.842) 4.75 (.298) =; 145 LBS AREA B n/4 Do2 L = it/4 64.842 (.38) (.298) = 374 LBS AREA C 7T/4 Do2 L = ,t/4 65.842 1.5 (.298) = 1522 LBS AREA D n/4 Do2 L = n/4 64.842 4.37 (.411) = 593 1 LBS 7972 LBS
.. . -~..... ,t 1...
*. I , . I .
f f, Iz-_ I - L . g ', I ! I I
/I
11X EMEMMOM HOPPER AND ASSOCIATES HABGE-01/99-0745, Revision 2 1 ENGINEERS CALCULATION SHEET TITLE: NEW DSC STRUCTURAL ANALYSIS DATE: 12/08/98 PACE: So
SUBJECT:
4.0 ANALYSIS BY: AYS CK: S . SHT: G7 OF ?S 4-3/4" -10 UNC X I" DEEP threaded bolt holes are used, only two at a time, to pick up the Top Plug Assembly. Assume a safety factor of 5, and an allowable stress intensity Of Sm = 18.0 ksi. > Therefore the total load on one pick-up point = 7972 (5) / 2 bolts = 19930 ?I Check Shear: Fg yaPL7-T P(/D o
.t~
l/dollfr0 A = n (Do+D1)/2 L = 7 (.75 +.627)/2 (1.0) = 2.16 rN2 Max. Allowable load on thread -0.6 Sk1 A =(0 6-18.0 (2.16) =23' > 199
- OK 11 Material Handling components should be sized for the intended load.
DSC TOP COVER PLATE The Top Cover Plate weighs 1219 lbs. [32], which is considerably less than the Plug Assembly. Therefore, the Plug Assembly is controlling.
HOPPER AND ASSOCIATES HABGE-01/99-0745, Revision 2 3 ENGINEERS
..: 7 CALCULATION SHEET
. TITLE NEW DSC STRUCTURAL ANALYSIS DATE: 12/08/98 PACE: _____I
SUBJECT:
4.0 ANALYSIS BY: A-TS CK: *& SHT: 6 'OF ;
. 5 ;
Lifting Lue Analysis 41/ "-me=I r
; ' s {~1~~ (~.
- 6) ' .-
i - The lifting lugs are used to lift the DSC into the transfer cask. The lugs are welded to the inside of the DSC Shell by 3/8" fillet welds (2" along the support ring and conservatively 5" along the DSC shell). The lugs are located at 00, 900, 180°, and 2700.
IL
, t HOPPER AND ASSOCIATES HABGE-01/99-0745, Revision 2 . ENGINEERS CALCULATION SHEET
, TITLE: NEW DSC STRI XCTURAL ANALYSIS DATE: 12108/98 PAGE: 63?
SUBJECT:
4.0 ANALYSIS BY: hiS CK: St. SHT: 60 OF 15 LIFTING BRIDLE The DSC is upended and lifted from the vertical position with the bridle shown below. Slings Shackles - 4fL120 ton 20 ton OM17 ton 17ton
*SrtCE-r1 ON
- l. IS ton 15 ton HOk-
HOPPER AND ASSOCIATES HOPPER AND ASSOCIATES HABGE-01199-0745, Revision 2 ENGINEERS
.. CALCULATION SHEET W TITLE: NEW DSC STRUCTURAL ANALYSIS DATE: 12/08198 PACE: 83
SUBJECT:
4.0 ANALYSIS BY:A cK: S . SHT: ° OF 7 UPRIGHTING THE DSC This lift occurs with the bottom edge of the DSC in continuous contact with the ground such that the lifting lugs are not required to support the entire DSC weight for this lift. Two lugs are used for this lift. Prior to the lift (with the DSC in the horizontal orientation), the lugs will be oriented at 3 and 9 o'clock (i.e. horizontally). The lug is attached to the shell by a 3/8" fillet weld 7" long (2's along the support ring, and 5", conservatively estimated, along the shell). The lift occurs with the DSC inner and outer top cover plates, top shield plug, and fuel not yet installed. The weight of the unloaded DSC is 25160 lbs. [3]. Assume that the bottom end DSC components (cover plate and bottom lead shield) are supported entirely by the ground, about 8000 lbs. Assume that the ground additionally takes half the
- remaining load (DSC shell and basket assembly). Therefore, the load carried by each lifting lug is:
P = (25160 - 8000)(1.15) / (2 x 2) = 5000 lbs. A 1.15 factor is included to account for potential handling loads. The four-foot sling is critical. a = 51°,F = 5000 lbs., and Fh = 4049 lbs. fV LIMA,~addl (AS TMO-)
ltl L. Om HOPPER AND ASSOCIATES HABGE-01/99-0745, Revision 2 ENJcINEERS CALCULATION SHEET TITLE: NEW DSC STRUCTURAL ANALYSIS DATE: 12/08/98 PACE:
SUBJECT:
4.0 ANALYSIS BY: ATS CK: StS SHT: 7) OF Shear due to vertical component: P = 5000 lbs. per lug AWELD = (2)(.707)(3/8)(7) = 3.7 in2 a = P/ AWELD = 1.3 5 ksi
- Shear due to eccentric moment produced by vertical component:
M = Pe,= (5000)(2.5) = 12500 in. - lbs. IWELD = bh3 /12 + Ad2
= (2){(7)(.707 x 3/8)3/12 + 2{(7)(.707 x .375)(1/2)2 =0.95 in4 c=.75 in.
a = MC / IWELD = 9.87 ksi
- Tension due to horizontal component:
P = 4049 lbs. per lug AWELD = (2)(.707)(3/8)(7) = 3.7 in2 a = P/ AWELD = 1.09 ksi Weld Stress Intensity:
= {(9,87 +1.09)2 + (1.35 )2)}In 11.0 ksi <.75S.. = 15 ksi (Sm = 20 ksi - ambient temperature since fuel not yet installed)
HOPPER AND ASSOCIATES HABGE-01/99-0745, Revision 2 i ENGINEERS CALCULATION SHEET . TITLE: NEW DSC STRUCTURAL ANALYSIS DATE:* 12109/98 PACE:_ _8.___
SUBJECT:
- 4.0 ANALYSIS BY: 033 CK: _ R. SHT: 12- oF 95 VERTICAL LIFT The DSC is lifted vertically using two lifting lugs. The lift occurs with the DSC inner and outer top cover plates, top shield plug, and fuel riot yet installed.
The weight of the DSC minus the fuel and top end components is 25160 x 1.15 = 28934 lbs. [3] (15% increase to account for potential impact effects). The vertical load per lug is: P = 28934 / 2 = 14467 lbs. The four-foot sling is critical. a= 51°,F = 14467 lbs., and Fh = 11715 lbs.
.. .. I K
- Shear due to vertical component:
a= P/ AWELD = 14467 / (2)(.707)(3/8)(7) = 3.9 ksi
- Shear due to eccentric moment produced by vertical component:
M = Pe = (14467)(2.5) = 36168 in. - lbs. IWELD = bhl/12 = (2){(.707 x 3/8)(7) /12 = 15.12 in'
*c=3.5 in.
a = MC / IWELD = 8.4 ksi
, Tension due to horizontal component:
a P/ AWELD = 11715 /(2)(.707)(3/8)(7)- 3.2 ksi-
- Weld Stress Intensity:
((8.4 + 3.2)2 + (3.9)21 "2.= 12.24 ksi < ;75Sm = 15 ksi (Sm = 20 ksi - ambient temperature since fuel not yet installed)
it t
. , -4z HOPPER AND ASSOCIATES HABGE-O1/99-0745, Revision 2 ENGINEERS CALCULATION SHEET
_*.w TllTLE: NEW DSC STRUCTURAL ANALYSIS _ DA1rE: 12/08/98 PAGE: _ 6_
SUBJECT:
4.0 ANALYSIS BY: k5 A: CK: SRf SHT: -3OF 1.5 SHEAR TEAROUT CRITICAL TEAROUT AREAS L T=3/4" L=1.75 - (1.38/2) = 1.06" AREA= 3/4 (1.06) 2= 1.59 IN2 a =FJA=14467/ 1.59= 9.1 KSI ALLOWABLE SHEAR STRESS = 0.6 SM (REF 4)
=0.608.0)= 10.8 KSI (10.8 KSI >9.1 KSI OK ALL HANDL[NG ANCHOR SHACKLES TO BE RATED FOR A LOAD OF 50% OF THE DSC TOTAL WEIGHT PLUS ADEQUATE SAFETY FACTOR.
EDGE DISTANCES FROM EYE CENTER MEET AISC GUIDE LINES.
HOPPER AND ASSOCIATES HABGE-01/99-0745, Revision 2 ENGINEERS CALCULATION SHEET VTITLE NEW DSC STRUCTURAL ANALYSIS DATE: 12o8/98 PACE:
SUBJECT:
*4.0 ANALYSIS BY: *IS CK: St SHT: J OF :15 Canister Shell Stress During a DSC Lift Local stresses around the lifting lugs are not critical. Critical areas of stress are in the lifting lugs as previously calculated. --
SHELL MEMBRANE STRESS Weight of unloaded DSC = 25160, [31
.a= P/A= 25160 /7r (66.55)0.55=219 psi, OK SHELL BENDING STRESS
.~# '. '-
'I Owl* mp I. - . . ' -
I
HOPPER AND ASSOCIATES HABGE-01/9940745, Revision 2 ENGINEERS CALCULATION SHEET TITLE: NEW DSC STRUCTURAL ANALYSIS DATE 12/08198 PACE:
SUBJECT:
4.0 ANALYSIS BY: A-T CK: S. SHT: Or-Moment from lugs: P = 5000# (from above, Uprighting the DSC) M = P L = 5000 (2.5") = 12500 in-lbs MMAX = KM MO = .5 (12500) = 6250 in-lbs (REF 15, TABLE 17, CASE #3) a= VAR 2 =.015 /(.55) (33.6)2 = 2.4 105 0 B= FEI/GAR 2 = (6/5) 28.3 x 106 (.015)/8.5 x 106 (.55) (33.6)2 1.4 x 10_6 I = T3 /12 (1-v2) = (.55) 3/12 (1-.3 2) =0.015 in4 A = TL =.55 (1")= .55 in2 a =6M/T2=6(5111)/(.55) 2 = 101 ksi This is per inch of length. The lug is 8.5" long. Assume an additional 50% for distribution of the load to the shell. Therefore, c= 101 /12.75 = 8.0 ksi < 1.5S. .1.5 '<18.0 =27.0 ksi OK
.A
- HOPPER AND ASSOCIATES HABGE-01/99-0745, Revision 2 H ERANDASS EN..NEERS CALCULATION SHEET W TITLE: NEW DSC STRUCrURAL ANALYSIS DATE.: 12A08m9 PACE:_________
SUBJECT:
4.0 ANALYSIS BY: JkT CK: St SHT:: 4 (. oF 5S Bottom Cover Plate Stress During DSC Lift During vertical lifting of the DSC, the bottom plate will carry the basket assembly weight, without the fuel. Basket assembly weight 10500 lbs. [3] with 2g handling load = 21000 lbs. Assuming an evenly distributed load: q = 21000 / (33)2 6.14 psi Conservatively assume pinned edges.
- From Roark [Ref. 15, Table 24, case Oa],.
M,=qa 2 (3+v)/16 and a=6M/t 2 ;., The maximum stress in the Bottom Plate, based on a minimum measured thickness of 1.68" [44] (1.75" nominal), is then: Ama = 6qa 2 (3+v)/16t 2 6 (6.14) (33)2 (3 +.3)/ 16 (1.68)2 2.9 ksi This stress is well below the material allowable. Use 6.5 ksi in stress tables. [3]
x
- HOPPER. AND ASSOCIATES HABGE-01/99-0745, Revision 2: ERAND ASS ENCINEERS E CALCULATION SHEET
- TITLE: NEW DSC STRUCTURAL ANALYSIS DATE 12/08/98 PACE: 9 .
SUBJECT:
4.0 ANALYSIS BY:.ACK:3RSHT: 77 OF Bottom Lead Casing Plate Durini DSC Lift The bottom lead shield plug puts deadweight loads on the bottom lead casing plate during vertical lifting of the DSC: (t r2)(t)(p) = (7 332)(4.25)(.41 I) = 5976 lbs. (bottom lead shield plug) (n r2 )(t)(p) = (t 332)(.5)(.283) = 484 lbs. (bottom lead casing plate self weight) say, 7500 lbs. to conservatively account for handling effects. Note that the weight of the 1.75" thick bottom inner cover plate is not included since it is welded to the DSC Shell. Assume conservatively that the bottom lead casing plate is simply supported along the edges, with a uniform distributed pressure load of: q 7500 / (7 332) = 2.19 lb./ in.2 From Roark (Ref. 15, Table 24, Case I Oa), Mma. = qa 2 (3+u)/16
- (2.19) (33)2 (3 +.3)1 16 492 in-lb / in, From the drawings [6], the minimum plate thickness is 0.38". Therefore the maximum stress is:
amax 6 M/t 2
= 6(492) /0.382
= 20.4 ksi < 1.5Sm =.28.0Yksi Allowable is based on Level A primary membrane + bending.
- .-4 HOPPER AND ASSOCIATES HABGE-01/99-0745, Revision 2 I ENGINEERS CALCULATION SHEET TITLE NEW DSC STRUCTURAL ANALYSIS DATE: 12108/98 PAGE: 4 -
SUBJECT:
4.0 ANALYSIS BY: A-Z CK: SP SHT: 78 OF If: Table 4.1.8: Handling Stress Intensity Summary--; .: Level A . Level A I.,Level B . Normal Transport Off-Normal Component Stress Type Handling Handling Handling (ksi) (ksi) (ksi) PM 0.3 1.0 1.8 DSC Shell PL 0.4 1.0 1.8 PL PB 2.5 1.0 12.9 Top Pressure PM - . - . 1.0 (Top Cover) PL+PB 1.0
- Plate - -- -_-:_;_;-
Top Structural PM 1.0 (Top Inner Cover) PL+PB - . 1.0 . - Plate . : -_.._._-.
- Top PM - 1.0 Lead PL+PB . 1.0 .
Liner . -_._. Bottom PM 1.0 Cover PL+PB 3.2 -1.0 6.5 Plate - - Bottom PM 1.0 Leadr PL+PB 1.0 Lbiner .- ;. Grapple PM ;
.......... *. . 2.3-Ring PL+PB ? . 4.9- ; - 21.3 Assembly
- All values are within allowables.
I '_111M MM MN-1
*HOPPER AND ASSOCIATES HABGE-01/99-0745, Revision 2 ENGINEERS
_ :CALCULATION SHEET TITLE: NEW DSC STRUCTURAL ANALYSTS DATE: 128/98 PACE:____
SUBJECT:
4.0 ANALYSIS .BY: -A3 CK: SR. SHT: rOF 4.1.6 SEISMIC ANALYSIS INACCORDANCE WITH REF 3 THE SEISMIC DESIGN LOADS ARE: 1.OG HORIZONTAL 0.68G VERTICAL The seismic analysis is based on an equivalent static-load method. Horizontal and vertical. accelerations are considered-separately. Roll over stability is considered. The seismic stresses are calculated as the absolute sum of the horizontal and vertical stresses.
- The OBE load is not required per the specification identified in the SAR. Also, the seismic loads are much less than the horizontal and vertical drop conditions and therefore, will not govern the design. Even though the seismic loading is considered a LEVEL C loading vs. The drop loads as LEVEL D,the difference in acceleration loads (1g seismic vs. 75g drop loads) results in the drop case being the governing load case.
The seismic loads are much less than the horizontal and vertical drop load conditions and therefore, will not govern the design. The damping value used is considered appropriate and has been included in the design calculations for the DSC and is included in the license basis. The calculation uses scaling of the drop loads for the vertical seismic loads. However, the scaling is adequate for the longitudinal and vertical loadings. The horizontal deadweight calculation is used for determining lateral stresses. All assumptions are adequate.
PER AND ASSOCIATES HABGE-01/99-0745, Revision 2 HOPP ENGINEERS I I CA LCULATION SHEET
- TITLE: NEW DSC STRUCTURAL ANALYSIS -- DATE: 12/08/98 PAGE: 9 -3
SUBJECT:
4.0 ANALYSIS BY: A4j CK: sk SHTT: 8 OFr- 9 VERTICAL SEISMIC The DSC shell component stresses resulting from the I.Og vertical seismic acceleration are equal to the DSC shell component dead weight stresses for the DSC in the horizontal orientation. Vert. Seismic =.68 X(Horiz. DW) 1 The controlling horizontal dead weight stresses may be found in Table 4.1.1. Also, considered is the DSC shell bending stress in the HSM assuming a supported condition similar to the dead weight calculations [Section 4.1.2].
-- r. ,r$s. 2 .oj x /oge. DW.
I I , 1I 14oxia, ,Es. *1 -
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*-' 710T7L (C C?.s hoef?.
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$ Sj.-IC = _1.0- X (YZI.DW
_, t.- 4 Horie. j I; I I.
-in z @ :O HOPPER AND ASSOCIATES HABGE-01/99-0745, Revision 2 ENGINEERS CALCULATION SHEET
- TITLE: NEW DSC STRUCTURAL ANALYSTS DATE: 12/,8/98 PACE: it SUBJECT 4.0 ANALYSIS BY: AJS CK: .5& SHT: 81 Or 5 HORIZONTAL SEISMIC The DSC rests in the horizontal orientation within the HSM. A 1.5g horizontal seismic acceleration may act longitudinally or transversely. For conservatism the horizontal seismic stress is equal to:
Horiz. Seismic = 1.0 X (Vert. DW + Horiz. DW), 11 The controlling horizontal and vertical dead weight stresses may be found in Table 4.1.1. Also consider the following hand calc: AXIAL The DSC is restrained axially in the HSM by two stop plates. This will produce a membrane stress in the DSC shell as calculated below. _ PL DSC WT [Section 4.1.2]
- DSC WT LOADING I1:0) 11 SHELL AREA =rDT= ,r (66.55)(.55) = 115.0 IN2 a 115 4aKSI I1 LATERAL
- (.0(
I ONLY @ PT 'A" WILL THE HORIZONTAL RESISTIVE FORCE BE DEVELOPED. DSC LENGTH= 172.75" RESULTANT @ "A" HORIZONTAL -(1.0) /172.75 = ( LB/IN I .Z-
. * * .4 HOPPER AND ASSOCIATES HABGE-01/99-0745, Revision 2 1 ENGINEERS CALCULATION SHEET
. TITLE NEW DSC STRUCTURAL ANA LYSIS DATE: 12A08/98 PAGE 95
SUBJECT:
4.0 ANALYSIS BY: AJS CK. Se SHT: 9Z OF 9 FROM REF 18 PG 193 a, =0 a2 =0 03 =1.75 (RT)"2 F3 IT 2 WHERE: R=33.55" - . - - T=0.55-L B I: F3 = P/L "i 39,BS/IN 1.s a3= 1.75 [(33;55 (-55)] A l (.55)2 A. SI PB PL. NSI PL+PB= .i-:- - I. 1 I .
_ _-?
- HABGE-01/99-0745, Revision 2' HOPPER ENCINEERS MND ASSOC ATES
;. CALCULATION SHEET
. TITLE: NEW DSC STRUCTURAL ANALYSIS DATE. 12/08/98 PACE: _ _ If _
SUBJECT:
4.0 ANALYSIS ,BY: -ff$ CK: : R SHT: `3 OF 9-STABILITY OF DSC IN HSM
.2; . . .3-C j I
. 631 .
The seismic loadings applied to the DSC which would cause instability are based on the rigid range seismic inputs to the HSM of 0.25g horizontal and 0.17g vertical. The stability analysis is based on showing that the overturning moment of the DSC on the HSM support structure is smaller than the restoring force moment due to gravity. The non-rigid body modes of the DSC do not contribute to overturning so that the use of the rigid body accelerations are appropriate. ASSUME THE FOLLOWING: HORIZONTAL ACCELERATION IS BASED ON SRSS OF 2 HORIZONTAL DIRECTIONS = 0.35G = AH. VERTICAL RESTORING FORCE IS BASED ON GRAVITY LESS THE VERTICAL ACCELERATION = 0.83G = Av. VERTICAL DISTANCE FROM SUPPORT RAIL TO DSC CENTERLINE = 28.6" = D,. HORIZONTAL DISTANCE FROM SUPPORT RAIL TO DSC CENTERLINE = 16.5" = D2. OVERTURNING MOMENT = MO = W (AH) D1 = W (.35) 28.6 = 10 W RESTORING MOMENT = MR = W (Av) D2 = W (.83) 16.5 = 13.7 W THE OVERTURNING MOMENT IS LESS THAN THE RESTORING MOMENT.
HOPPER AND ASSOCIATES
- HABGE-01i99-0745, RevIsIon 2 I ENGINEERS
- CALCULATION SHEET O TITLE: NEW DSC STRUCTURAL ANALYSIS . DATE: 12/08/98 PACE: -
SUBJECT:
4.0 ANALYSIS BY: -fi S CK: 5 . 'SHT:r. OF 1 ' Table 4.1.9: Maximum Seismic Stress Intensities Vertical"'. Horizonta]") Component Stress Type Stress Stress TOTAL intensity . Intel-a PMt. DSC Shell PL PL.+PB L - Top Pressure PM 0 09 0.13 0.22 (Top Cover) PL+PB 0.13 0.35 0.48 P late_ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Top Structural - PM - 0.13 0.19 032 (Top Inner Cover) PL+PB 0.14 0.56 0.7
'Plate Top PM-Lead PL+PB 0. 0.3 Liner Bottom PM 0.09 0.13 0.22 Cover PL+PB 0.13 0.52 0.65 Plate _ _ _ _ _ _ _ _
Bottom PM Lead PL+PB _ 0.33 .33 Liner . . .. I;
- 1. Vertical seismic = .68 X)Horizontal dead weight, (Table 4.1.1).
- 2. Horizontal seismic= 1.OX (Vert. DW + Horiz. DW), (Table 4.1.1).
Bounding hand calculation. 1;
fL HOPPER AND ASSOCIATES
- HABGE-01/99-0745, Revision 2 ' ENGINEERS CALCULATION SHEET
. TITLE NEW DSC STRUCTURAL ANALYSIS DATE 12/08/98 PACE. S 8
SUBJECT:
4.0 ANALYSIS BY: A115 CK: S R( SHT: 1S OF I5 4.1.7 ACCIDENTAL DROP ANALYSIS Four accidental drop orientations are postulated:
- 1. Top Vertical Drop
- 2. Bottom Vertical Drop
- 3. Horizontal Side Drop
- 4. Corner Drop No evaluation is performed for the corner drop. Corner drop stresses are considered bounded by.
the vertical drop stresses [31.
.i (AppC. O) chyye es~A- i (X dF tr Leve I C . 0 ccj- lebc a CopF E Shade (owe V.
HABGE-01/99*0745, Revision 2
- HOPPER AND ASSOCIATES ENGINEERS
- . CALCULATION SHEET TITLE: NEW DSC STRUCTURAL ANALYSIS DATE: 12/08/98 PAGE: _ 7'?
SUBJECT:
. '4.0 ANALYSIS BY: tkM CK: - St SHT: OF" TOP END VERTICAL DROP The DSC Shell Assembly is analyzed for the top end vertical drop using the ANSYS model illustrated in Section 4.1.1., BOUNDARY CONDITIONS
. .. .. . . .. U Y.
The top end of the model is fixed in the axial direction (nodes 1239-1275 constrained in Uy). The top end is also fixed against out of plane motion. LOADING The weight of the Basket and fuele assemblies is idealized as an equivalent pressure load against the Top Pressure Plate. The support rods support their own self weight plus the weight of the nine spacer discs (guide sleeves are self supporting once clip angles fail - 43g's [Section 4.2]): (5400 + 1300) / 4 1675 lbs. The 24 fuel assemblies and guide sleeves rest directly on the Top Pressure Plate inner surface: 1450 + 165 = 1615 lbs. Therefore, it is reasonable to assume that the en-tire Basket weight and fuel weight is spread evenly over the Top Pressure Plate inner surface. 24 guide sleeves (165 lbs. each) = 3960 lbs. 24 fuel assemblies (1450 lbs. each) = 34800 lbs. 9 spacer plates (600 lbs. each) = 5400 lbs. 4 support rods (325 lbs. each) - 1300 lbsi Total DSC Basket Assembly Weight = 45460 lbs. Pcq = 45 46 0 /7! (33)2 = 13.3 psi At maximum 75g acceleration the equivalent pressure becomes: Peq = (75) 13.3 = 997.5 psi, say 1000 psi. RESULTS The maximum stress intensities are given in Appendix D, and summarized in Table 4:1 .10.
HOPPER AND ASSOCIATES HABGE-01/99-074 5, Revision 2 I. ENGINEERS CALCULATION SHEET . TITLE:, NEW DSC STRUCTURAL ANALYSIS DATE: 12108/98 PAGE: l100
SUBJECT:
4.0 ANALYSIS BY: A-5j CK:$JZ SHT: g- OF I Table 4.1.10: Top End Vertical Drop Maximum Stress Intensities Max. Stress Level D Component Stress Type Node Intensity Allowable (ksi) (ksi) PM 730/731 8.75 43.2 DSC Shell PL 1164/1166 10.9 64.0 PL+PB 425 16.5 64.0 Top Pressure PM - 43.2 (Top Cover) PL+PB 1200 6.17 . 64.0 Plate Top Structural P, - 43.2 (Top Inner Cover) PL+PB 757 1.70 64.0 Plate ; I Top PM - 43.2 Lead PL+PB 1131 2.25 64.0 Liner Bottom PM - 43.2 Cover PL+PB 25.0 64.0 ,. Plate Bottom PM - 43.2 Lead PL+PB 25.0 64.0 Liner . _ I
HOPPER AND ASSOCIATES
- HABGE-01/99-0745, Revision 2 i ENGINEERS CALCULATION SHEET
. TITLE' NEW DSC STRUURAL ANALYSIS DATE: 12/08198 PACE: _ lt _
SUBJECT:
4.0 ANALYSIS BY: A7s CK: <& SAT: 88 OF 9) Bottom Cover Plate (confirmatory analysis) During a 75g top end drop, the Bottom Cover Plate supports the weight of the bottom lead shielding. Evaluate separately the Bottom Cover Plate using minimum measured tolerances and,' simply supported edge conditions. ANSYS MODEL The model below is an axisymmetric, plane'element model of the Bottom Cover Plate, bottom lead shielding, and the associated lead casing plates. The lead nodes are coupled to the Bottom Cover Plate and bottom lead casing plate in the Uy direction. The edge of the plate is pin supported, and a 75g acceleration load is applied. This is a plastic run.
.5 &Sucr SIDE CASING n PtAres.
AYk - .9.25 LEAb. 58YAETRIC AOUT T B0Tro A¶ covet- pLATE RESULTS A stress intensity contour is color plotted on the following page. Maximum stresses in the Bottom Cover Plate occur near midspan along the outermost fibers, as the plate bends downward under the lead load. 'The maximum stress in the Bottom Cover Plate, is 25 ksi. yrpimTable 3.2, the code allowable stress for a Level D plastic analysis is .9S" = .9 64O0)
-57.6 ks.
The maximum inward deflection of the'Botom Cover Plate is 0.46".'. (Thic deflection has
- fibeen scaled up due to Alowe'r -at 460I)
- 1.
1 ANSYS 5.2 W I X APR 30 1998 > 16:01:44 co NODAL SOLUTION rpm STEP- a-. SUB 10 TIME=1 SINT (AVG) DMX =.444356 SMW =390.855 SM =28076 04 _ 390.855 a 3467 o " _ 6543 z 9619 9 j 12695 15771 18848 21924 28076 25000 fr BottomShieldPlug stress contour (75g
. HOPPER AND ASSOCIATES HABGE-01/99-0745, Revision 2 ENGINEERS
-. CALCULATION SHEET TITLE: NEW DSC STRUCURAL ANALYSIS DATE: 12/0a/98 PAGE: /03
SUBJECT:
4.0 ANALYSIS BY: ATS CK: t SHT: 'D OF BOTTOM END VERTICAL DROP The DSC Shell Assembly is analyzed for the bottom end vertical drop using the ANSYS model illustrated in Section 4.1.1;-
,BOUNDARY CONDITIONS' The bottom end of the model is fixed in the axial direction (nodes 381-407 constrained in Uy)
The bottom end is fixed against out of plane motion. LOADING An equivalent internal pressure of 1000 psi is applied to the Bottom Cover Plate, assuming the fuel and DSC Basket Assembly weight is spread evenly across the plate inner surface.- 24 - guide sleeves (165 lbs. each) = 3960 lbs. 24 fuel assemblies (1450 lbs. each) = 34800 lbs. 9 spacer plates (600 lbs. each) = 5400 lbs. 4 - support rods (325 lbs. each) = 1300 lbs. Total DSC Basket Assembly Weight = 45460 lbs.
*Pcq=45460/7 (33)2 13.3 psi At maximum 75g acceleration the equivalent pressure becomes:
Pcq = (75) 13.3 = 997.5 psi, say 1000 psi RESULTS The maximum stress intensities are given in Appendix D, and summarized in Table 4.1.11.
9.
- R o HOPPER AND ASSOCIATES HABGE-01199-0745, Revision 2 :.' ENGINEERS CALCULATION SHEET
. TITLE: NEW DSC STRUCTURAL ANALYSIS I DATE: 12/08198 PACE: jo
SUBJECT:
4.0 ANALYSIS BY: A4 CK: £R. SHT: q? OF 5 Table 4.1.11: Bottom End Vertical Drop Maximum Stress Intensities Max. Stress Level D Component Stress Type Node Intensity Allowable (ksi) (ksi) PM 440/442 9.63 43.2 DSC Shell PL 1126/1128 12.0 64.0 PL+PB 1164 15.8 64.0 Top Pressure PM - 43.2 (Top Cover) PL+PB 1242 11.9 64.0 Plate _ _____ Top Structural PM - 43.2 (Top Inner Cover) PL+PB 26.1 64.0 Plate Top PM - 43.2 Lead PL+P3 22.8 64.0 Liner Bottom PM . 43.2 Cover PL+PD 9 3.60 64.0> Plate Bottom PM - ,43.2 Lead PL+PB 404 3.27 64.0 Liner _
HOPPER AND ASSOCIATES HABGE-01/99-0745, Revision 2, ENGINEERS CALCULATION SHEET _ TITLE: NEW DSC STRUCTURAL ANALYSIS DATE: 12/08/98 PAGE Jog
SUBJECT:
4.0 ANALYSIS BY: haS CK: P K SHT: OF 9S Top Inside Cover Plate (confirmatory analysis) During a 75g bottom end drop, the Top Inside Cover Plate supports the weight of the Top Lead Shield Plug. Evaluate separately the Top Cover Plate using minimum measured tolerances and - simply supported edge conditions. ANSYS MODEL The model below is an axisymmetric, plane element model of the Top Shield Plug Assembly. The lead nodes are coupled to the Top Cover Plate and top lead casing plate in the Uy direction. The edge of the plate is pin supported, and a 75g acceleration load is applied. This is a plastic run.
-38" TOP sti I.s Sca BAcl8rG eAR 0 00 * $ / // ////////_103 COEDAI O4/E 1.3 ,'^l&
-TOPz.
PLATE~ cg5
... 5, Rt RESULTS A stress intensity contour is color'plotted on the following page.
Stresses of about 20 ksi occur near midspan of the Top Inside Cover Plate along the outermost fibers, as the plate bends downward under the lead load. A maximum stress intensity of 29 ksi occurs near the side Asing plate connection. From Table 3.2, the code allowable stress for a Level D plastic analysis is .9Su = .9(64.0) 57.6 ksi. h m.- a y The maximum inward deflection of the Top Inside Cover Plate is0.45". (The deflection has been scaled up due to a lower E'at 460 F). The YerticaI clearance between the Bottom Cover Plate-and fuel rod assemblie'sis 0.5".
ANSYS 5.2 i APR 30 1998 15:03:48 C) NODAL SOLUTION I STEP°1 SUB. =10 TIME=1 SINT (AVG;) DNX =.43931 SzMX SKM -29273
=240.203 CD 3466 0
_ 66923 13144 16370 19596 Em 22822 _ 26047 29273 I' 1w 1 TopLeadShield Plug Stress Contour
* .. HOPPER AND ASSOCIATES HABGE-01/99-0745, Revision 2 ENGINEERS CALCULATION SHEET W ITLE NEW DSC STRUCTURAL ANALYSIS DATE: 12A08/98 PAGE: IC>:?
SUBJECT:
4.0 ANALYSIS BY: ,955 CK: fL SHT: eiOF '7 HORIZONTAL SIDE DROP The DSC Shell Assembly has been analyzed in the original NUTECH calculation package [3), and updated in [30], for increased fuel rod weights. The stress intensities are summarized in Table 4.1.12. The results in [30] come from side drop results for a different DSC design. The Basket Assembly loads are distributed over one more spacer disc for our design, which will result in lower stresses. Therefore, the side drop stresses reported in [3] bound the side drop results for this analysis. Side drop stress intensities are less than vertical drop stress intensities, and will not control the load combinations.
I. HOPPER AND ASSOCIATES HABGE-01/99-074 5 , RevisIon 2 i ENCINEERS CALCULATION SHEET . TITLE: . _ NEW DSC STRUCTURAL ANALYSIS DATE: 12/08I98 PAGE: 1° 6
SUBJECT:
4.0 ANALYSIS BY: A$S CK: 6R. SHT:I7 OF 95
- k. .-
Table 4.1.12: Side Drop Maximum Stress Intensities [3] Max. Stress Lcvel D Component Stress Type Node Intensity Allowable (ksi) (ksi) PM - 9.2 43.2 DSC Shell PL _ 64.0, PL+PB - 12.4 64.0 Top Pressure PM - 9.5 43.2 (Top Cover) PL+PB - 14.6 64.0 Plate Top Structural PM - 14.0 432 (Top Inner Cover) PL+PB - 15.9 64.0 Plate Top PM - - 43.2 Lead PL+PB - - 64.0 Liner Bottom PM - 9.5 43.2 Cover PL+PB - 14.6 64.0 Plate Bottom PM - - 43.2 Lead PL+PB - 64.0 Liner 1
HOPPER AND ASSOCIATES HASGE-01/99 0745, Revision 2 ENGINERS CALCULATION SHEET TITL - NEW DSC STRUCTURAL ANALYSIS DATE: 12111M8 PACE:
SUBJECT:
4.0 ANALYSIS BY: A tS CK: 5R ST: OF / 4.2 GUIDE SLEEVE EXTRACTION STOP ANALYSIS This section will evaluate Guide Sleeve Extraction Stop structural adequacy using hand calculations and finite element models using ANSYS [7]. The purpose of the Extraction Stops is to ensure that the Guide Sleeves remain in the DSC during Fuel Assembly removal. The loading cases considered will be top and bottom drops, Guide Sleeve insertion, and fuel retrieval. Extraction Stop (Clip) and Guide Sleeve stresses and deformnation will be checked during insertion into the DSC. A Clip deformation vs. loading during extraction curve will be generated.
"Dimpling" of the Guide Sleeves during extraction will also be evaluated. Acceptance criteria will be based on ASME Code Sect. III, Subs. NF requirements, as well as deflection criteria which limits Guide Sleeve inner surface permanent deformations to preclude Guide Sleeve dimpling from affecting fuel retrieval. Clip dimensions and location are shown in Figures 4.2.1 and 4.2.2 respectively.
ASSUMPTIONS AND REQUIREMENTS
- 1. Tangent modulus is 5% of Young's modulus.
- 2. Guide Sleeve insertion temperature is 700 F.
- 3. - Guide Sleeve extraction temperature is 6000 F.'-
, A.
I film-HOPPER AND ASSOCIATES HABGEOI1/99-0745, Revision 2 ENGINEERS CALCULATION SHEET TITLE: h S<- SrTPTLu A ,A-t ssj DATE: I 8 PACE: 10
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,A HOPPER AND ASSOCIATES HABGE-01/9 9-074 5, Revision 2 ENCINEERS CALCULATION SHEET
_*TITLE: N - t L At- Af4Al.rYl-S DATE: .//5/1 PAGE: 11 2
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HOPPER AND ASSOCIATES 7 4 5, ENGINEERS HABGE-1/99-0 Revision 2 CALCULATION SHEET TITLE: Ds iDSC- s L4uIALU L AWLA'-YI- DATE: I //0/? 8 PAGE: I 13
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HOPPER AND ASSOCIATES HABGE-01/99-0745, Revision 2 ENGINEERS
. CALCULATION' SHEET TITLE: N(5w'- IbC. m1*C 41AL/A-'rI DATE:jI PACE: )%
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- -CALCULATION SHEET TITLE: $ -7P-S u5=C..FL Ai4A M-YS- DATE: /58_PAGE. 1
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HOPPER AND ASSOCIATES HABGE-01/99-0 74 5 , ReVislon 2 ENGINEERS CALCULATION SHEET 1 TITLE:-_-V sc- S7rUTWRAL.- 4AL'r/5S DATE: PACE: - q
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. . HOPPER AND ASSOCIATES 99 -07 45 , Revision 2 HABGE-G1 ENGINEERS
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lass HOPPER AND ASSOCIATES HABGE-01/99-0745, Revision 2 ENGINEERS CALCULATION SHEET TITLE.: NEW DSC STRUCTURAL ANALYSIS DATE: 01/07/99 PAGE: IZ G
SUBJECT:
4.0 ANALYSIS BY:. _ CK. 5 P SHT: 9 OF a6 4.3 SPACER PLATE ANALYSIS OBJECTIVE The structural integrity of the DSC spacer plate is qualified by stress analyses considering:
- Dead weight
- Thermal loads
- Seismic loads
- Handling loads
- Loads induced by an accidental horizontal drop
- Loads induced by an accidental vertical drop
HABGE-1/99-0745, Revision 2 HOPPER AND ASSOCIATES
*- Revision 2 CAL ENGINEERS CALCULATION SHEET
- sft
' TITLM NEW DSC STRUCTURAL ANALYSIS _DATE: 01t07/99 _PAGE: I'2 t
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HOPPER AND ASSOCIATES HABGE-01/99-0745, Revision 2 . ENGINEERS I -4 CALCULATION SHEET
- TITLE:. - NEW DSC STRUCTURAL ANALYSIS DATE: 01/07/99 PACE: I2 z
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. HOPPER AND ASSOCIATES HABGE-01/99-0745, Revision 2 . ENGINEERS CALCULATION SHEET
. TITLE:. NEW DSC STRUCTURAL ANALYSIS DATE: 01/07/99 PACE: 13 c
SUBJECT:
4.0 ANALYSIS BY: A4SK CK: 9. SHT: -- OF L Effect of Corner Radii The effect of the corner radii locally reduces the spacer plate ligament widths. Corner radii measure 0.20 +1-.01" and centered .152 +o .005" from the edges in both directions. Therefore, the maximum ligament width reduction is 2 x (0.21-0.147)=0.126".
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I I h -1 .. IZr4'A*K Compare section properties for a 1" ligament (ligament thickness, t=1.5"): No reduction reduction (b=1V) (b'=.874") Vertical direction (S=bt2 /6) S = .375" St = .328" (13%) Horizontal direction (S=tb2 16) S = .250" S' = .191" (24%) Therefore, the reduced ligament widths theoretically result in increased stress values of 13% for bending in the vertical direction, and 24% for bending in the horizontal direction, at these very localized regions. Spacer plate computed maximum stress intensities are well within the acceptable limit (38 ksi, 38 ksi < .9Su = 43 ksi) such that it is reasonable to omit corner radii from finite element modeling.
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HRHOPPER AND ASSOCIATES HABGE-01/99-0745, ReViSIOn 2, . ENGINEERS CALCULATION'SHEET . TITLE: NEW DSC STRUCTURAL ANALYSIS - DATE: 01J0il99 PACE: - 131 SUBJEcT: 4.0 ANALYSIS -- ; BY: A:gS CK: -516 -SHT: 6 OF I 1/22 SPAC-EI PLIATE Tlt£ TOP SPACE-R Pl-ATE H4z *S 7A:D, golEs5 F0R EYf15OLTVS TO j.DPTr THE BAskE7 issEWcBY. ?r1E &y- ao ARE )F.qfovcD AFTCR 7/)E AASker As5uMfB3VY Is PMA4D ttro THE CAms151 E9 7TH6Lt-P hAC ALSo fiAS TWo O.;
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HABGE-01/99-0745, Revision 2 HOPPEREANND ASSOCIATES
*
- CALCULATION SHEET
- TITLE.: NEW DSC STRUCTURAL ANALYSIS VAT*E: 01/07199 PAGE: 13 '
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4.0 ANALYSIS RV
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- TITLEL- NEW DSC STRUCTURAL ANALYSIS DATE:, 01/07/99 PACE: 3__
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HABGE-01/99- 0 7 4 5, ReVIsIon 2 HOPPER AND ASSOCIATES ENGINEERS CALCULATION SHEET TITLE: NEW DSC STRUCTURAL ANALYSIS DATE: 1/11199 PACE: 13 2
SUBJECT:
-- 4.0 ANALYSIS - E BY: A-S CK: SK SHT: tOF 4.3.2 DEAD WEIGHT ANALYSIS Vertical Dead Weight Vertical dead weight loading of the spacer plate is due to self weight only. The stresses in the spacer plate due to vertical dead weight loading are obtained by scaling the accidental vertical drop stresses at 75g',$calculated in Section 4.3.7, by a factor bf 1/75.
This provides the stresses at 1g. Scaling of stresses is acceptable because the vertical drop analysis is an elastic analysis, so stresses are linearly related to load. The maximum vertical dead weight'stress intensity on the spacer plate is 0.32 ksi, at node 391.
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Eml I HOPPER AND ASSOCIATES HABGE-01199-0745, Revision 2 ENGINEERS CALCULATION SHEET
- TITLE NEW DSC STRUCTURAL ANALYSIS DAT'E: 01/07/99 PAGE I If 0 SUBJECT. 4.0 ANALYSIS BY: :A CK: . st SHT: 1S OF H4 Yotx &Ovq4L br-,-D -- kjELr"y-r VJ-ElI r4E 05C IS 1A TrME 4 IH O4rATIL ?OIT!OAJ 7tE sPAcz g ialstS CAkAY r716 °oY5'fSED 40AC'A'0. of 7/YE FqeL ZaOS AND &~UJ of_ -%LE wS.
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- TITLE: NEW DSC STRUCTURAL ANALYSIS DATE: 01107199 PACE: - f
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. TITLE: NEW DSC STRUCTURAL ANALYSIS DATE: 01107199 PACE PAEZ
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4.0 ANALYSIS BY: A2: CKI SR SHT: - L7 OF iLJ PL + %B - XA)(1,qV B&VI W6, i5V~5 (AASU ,Aq IO F-xWED -FJ19Cp. BEAsl)
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**NOTE The values that appear in the table are calculated dead weight stress intensities increased by 10% to account for minimum ligarnent widths and spacer plate thickness.
i* BEAKIJr, -tRtS5 0T ?LA-T lAIM$T 1fWK S eLL IS LoFI A A-,0 WILL 13 G 1CtJokO-O. S)PPOtEM0,w L 6A-W Y Atr rYG fWCiPEt
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HOPPER AND ASSOCIATES HABGE-01/99-0745, Revision 2' - ENGINEERS CALCULATION SHEET l TITLE: NEW DSC STRUCTURAL ANALYSIS .'DATE: 01/07/99 PAGE: I 3
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SUBJECT:
4.0 ANALYSIS BY: ADS CK: :NIS -SHT: /8 OF ;6 4.3.3 THERMAL ANALYSIS Thermal stresses are calculated using the ANSYS model illustrated in Figure 4.3.6. Thermal loads are based on the spacer plate temperature distribution illustrated in Figure 4.3.5.
- 1. . . .
Stress intensity contours for elastic and plastic material properties are color plotted in Figure 4.3.8 and 4.3.9. The elastic analysis forms the basis for final results. ELASTIC RESULTS. -
.. . . , 0 Spacer Disc Ligaments: . - !) I. -
The maximum thermal stress in a ligament is 31.778 ksi.
- Perforation Cell Comer:
The maximum thermal stress at a cell corner is 44.202 ksi.
- Un-perforated Solid Rim:
The maximum thermal stress in the plate rim is 56.626 ksi. NOTE: The Spacer Plate analytical models in this section were developed and analyzed based on a stainless steel (SA 240, Type 304) material. The Spacer Plate material given in the drawings [6] is carbon steel (SA 516, Gr. 70). However, the reduction in E (26.5 E6 vs. 27.7 E6) and the increase in the coefficient of thermal expansion (9.80 E-6 vs. 7.60 E-6) in this analysis result in higher stresses. Therefore, the analysis performed is conservative.
* -. .----------------------------------------'.. I -
I. HOPPER AND ASSOCIATES HABGE-01/99 0745, Revision 2 ENGINEERS
'+
CALCULATION SHEET A Tnne NEW DSC STRUIcT*RAr ANAJI.vRI DATE: 01107199 PACE: / adW NW
SUBJECT:
4.0 ANALYSIS BY: .4Ts CK: St SHT: Jj OF %. ALLOWABLE STRESS The supporting ligaments are the principal strength elements, requiring design qualification for primary and secondary stresses. The perforation comers and the solid rim plate edge are exposed to local secondary peak stresses, which need to be analyzed only for suitability to cyclic operation [5], which is not required/expected in the service life. In accordance with ASME Code design procedure, the structural integrity qualification of the spacer disc is performed for the supporting ligaments only, neglecting the effects of the perforation comer discontinuities. 31.8 ksi <3SM=3 1. 65. I :A s7Y;)=: (4000I design temperature) h 31.831.8ks ' ksi~< 3S,,, = 3(I S,3(117. )- G6k I- Z.
=9.
=B8
-E5;) ,", (550° accident temperature)
Local peak stresses at the comers are only evaluated to provide information of their magnitude.
l .a
@1 ":"I 1 -
ANSYS 5.2 FEB 11 1998,. 09:20:31 NODAL SOLUTION STEP=1 SUB =1 TIME-1 SINT (AVG) TOP DMX =.108076 SMN =717.834, SMX =56626 SMXB-63930 - _ 717.834
- 6930 13142 19354 25566 H 31778
__37990 B 50414 56626
.I .. .
IE I F16Ug6-- !,3.2 :
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- - b%=jaRmoAJ ,
I,(LA ~'rlc)~ . 10
-9
-,t
-~~
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~
01 SPACER DISK ELASTIC THERMAL ANALYSIS '-Li
I1 w ANSYS 5.2 FEB 11 1998 0 09:43: 19 I, coI NODAL SOLUTION 0 STEP=1 SUB =1 CD (0 TIME=1 SINT (AVG) On TOP 6 DMX -. 055907 ;a SMN =1935 SMX =23458
=3
_ 1935 .0
- 4327 618 Al9110 I 11501 13893
= 16284 B 18676 21067 23458 Flaeu 6 44,3.'? -
(PL AS-L sas "M N4 P15Z IBtT~d vi.. IR8.tC ON I' SPACER DISC PLASTIC THERMAL ANALYSIS e'
HOPPER AND ASSOCIATES HABGE-01/99-0745, Revision 2 ENCINEERS CALCULATION SHEET
- TITLE: NEW DSC STRUCTURAL ANA' LYSIS DATE: -0107/99 PAGE: 1 *7
SUBJECT:
4.0 ANALYSIS ; , .. , BY: AYs CK: 6 K SFHT: t;2 oF& 6 Nmr PPACrR 7 k L. &Rd7uf'
-l.:
.* tIWETTeR -, 6 -
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t fo C4N. CAt ;- Mc 6,9 I...
- .- I
-. AC . - D I- 2-b.- - LCSS .7HAA/
Tt Yz- 6,iAAP j ovtoE-b £Trfr4Cev 7uth- P rc qd/i O& -t-Co 5sj C ,t'iVA r3e I AVC ct/rIov O.) /s " 'AC. A,5 car Sfrcr o( Th7 ep .~c. EAtP A ov4 'cs~O (Z.) ,r 'is F (.4' jr- A~ 50Xo $ M7E. SPA-C & D/St r7eLeL &eO K.p . St < Lw~' c es D~c*Cc / eC { £A If-C/C M r, o T O rg o cd 7,r-f Afzec / tC- r .5*-V l CA P. LeF. --r-
______ __________-.-------------- ii
. - X Ze HOPPER AND ASSOCIATES HABGE-01/99-0745, Revision 2 ENGINEERS CALCULATION SHEET
. TITLE: NEW DSC STRUJCTUtRAL ANALYSIS DATE: 01107/99 PACE: 1) f
SUBJECT:
4.0 ANALYSIS BY: -A3 CK:- t SHT: 23 oF i 4.3.4 SEISMIC ANALYSIS The total spacer plate seismic stresses are calculated as the absolute sum of the vertical and horizontal stresses per the topical report [3, (page 3.51)]. The seismic design loads are: 1.0 g vertical 1.5 g horizontal Stresses due to a vertical seismic loading are equal to horizontal deadweight stresses. Stresses due to a horizontal seismic loading are conservatively equal to: 1.5 x (Vert. DW + Horiz. DW) Maximum Seismic Stress Intensities Stress Intensity (ksi) Stress Type _ Horizontal Vertical Total PM 0.86 0.57 1.43 PL + PB I . .3q 1.24 3.63 The Spacer Plate analytical models in this section were developed and analyzed based on a stainless steel (SA 240, Type 304) material.. The Spacer Plate material given in the drawings [6] is carbon steel (SA 516, Gr. 70). However, the reduction in E (26.5 E6 vs. 27.7 E6) and the increase in the coefficient of thermal expansion (9.80 E-6 vs. 7.60 E-6) in this analysis result in higher stresses. Therefore, the analysis performed is conservative. The seismic load used in this analysis is more conservative than the load used on pg. 92 of this calculation. 1
-- - - - - -S HOPPER AND ASSOCIATES HABGE011990 74 5 , Revision 2 ENGINEERS
*CALCULATION SHEET STITLE: NEW DSC STRUCTURAL ANALYSIS DATE: 01107199 PAGE. / 9q W
SUBJECT:
4.0 ANALYSIS . _ . BY: A2r CK: £K SHT: _5 Or.f o 4.3.5 HANDLING ANALYSIS The spacer plate is rnot loaded during normal or off-normalAHSM transfer operations. Therefore, the only loads t6 consider are during transport. Maximum Handling Stress Intensities Stress Intensity (ksi) Stress Type Case I Case2 Case3 Case4 lg Vert. lg Axial Ig Long. *1/2g Vert. J1/2g Axial l1 ___ ' 'i /12gLong. PM b0.57 0 - 1.14 - : 0.86 PL +PB .- 1.24 +/-O.3s. .2.48 _
. I-g vertical stress equivalent to the deadweight stress for DSC oriented horizontally l-g axial stress equivalent to the deadweight stress for DSC'oriented vertically I -g longitudinal stress equivalent to the deadweight stress for DSC oriented horizontally multiplied by a factor of 2.0 to account for the DSC resisted by one rail
I -
- HE un iiL L-HABGE-01/99-0745, Revision 2 HOPPER AND ASSOCIATES
- ,i
. TITLE:
SUBJECT:
NEW DSC STRUCTURAL ANALYSIS 4.0 ANALYSIS
%orjLCULATION SHEET DATE
-.- 01/07/99 PAGE: I 97 I BY: AT5 CK: Si SHT: 7SOF !LL.
L OZa JTh(b l& L U s w1V pto 5 t.e _ 5 %.. 1:5 rs l61JCD Wfrh A 0-. ' C-A P Ca7tJ FV T7*7 strfoecr AoPS 4AW4 lw5F a7raw"or1. I7-vP/gAL LOADgM6 ( OK OElStiCNOPEMAL TPANSPoRT) -AY y RSULT. Mo 0IFP EAR7r1AL DJIspM CEHfE$Tr of THF " PPoR r eb) 7HAT CLOS6s 7HJ GAP, (SCE FIA. 1.3.10) 0CFo0pmw6 Thi jt'us . EVA LUA.!ON
- /$tP4OS7 A O.S OfSPLACE4EWT O" OiVE ST T VAObJACEvT F
SU/P,-0iT Ral WH"I /1HOL/OAl 77T" Or -eif 7JO ru OOS PIXFo.
- As 5ug;
.AAJ FatlV4h A LUEJT TAuCk'SS rOt A S / s0p -Zot A7T&O SPCEc:? PLEtE.
YVSOLD = fo (4/ )) _ .2q(9.1)7t = io 073- 3 (S C L t WI.S) tet _ 'S / r ( d/z)
- 2. Th-E I CTA OVCsWAi -posZT/4 Of dPLiTE 6r'JV E(- .
Suwrfo.T roDI (P7.1' x zJ7.3 ') SE'AVEES AS A FlSel - (U4IeD 5CAM.
^ HOPPER AND ASSOCIATES HABGE-01/99-0745, Revision 2 H ERANDASS CALCULATION SHEET
- Tr rLE: NEW DSC STRUCTURAL ANALYIS hAl .E 01/07/99 PACE:. I -
Su BJECT: 4.0 ANALYSIS, - BY: A:`5 -CK: - 5 SHT: ?k OF it I '. 0.5;0 1 GTAIP 01
. i ri I1 r3Ieoft As go )5,0 0
-r ' 1
_ . 8crroI . _ I , I-I4! . _ U L r V. -_-_-_ i - . . . - I . I:.
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. I
- . __i
- ' ... .f. C-ur- '.1t: -S5PA.E 7 -.o-0'I., C(- H L.OA DINC, VcItePT IC I. F*ktFp- cnupec BE'Aw C, C sE . I od. CAS D.
HABGE-01/99-0745, HABG-O1/9-075Revision Rv~sin 22ENGINEERS HOPPER AND ASSOCIATES 5 CALCULATION SHEET . TITLE: NEW DSC STRUCTURAL ANALYSIS ,DATE: 01/07/99 PAGE: -2) SZ
SUBJECT:
4.0 ANALYSIS ,BY: A-s CK: .R SHT: 2 7 OF Lt
- SOLUTION Ftom R0AA ANo Yo4 (7A LE 3, CAS ZI ) L15 I FOrMq4L4S FOe A FeXEo - Culmco p4^f gL ,ZIee:
Y - Wy EI y= KELiTl"C DISPLACCME1Ar OF Tjia -- PtoPF1r Ro°P5.
/A ar /3I J At '~X1- HOMChU fOET 10DINCZ M/ THE PLT7 E 0- = /S ) a - AfA X1IUM B t4D/#G 5 rR65S 1N Trkte PLAI C 7u4 FViLUAto.v3 A/E PPr0.o,0fED B.1SO 0,o TitU e-0r/&S(AA7'T0^5 W I &OLRC 9. 3.10- c (.
Aw/ r^,e B E-oc PROV1cES riee JCES9LT.t. Item Case I Case 2 (Figure 4.3. -c) (Figure 4.3. A) plate length (in.) 47.90 27.34 teq (in.) 0.62 0.62 E (1oW psi) 27.0 27.0 I (in 4 ) 0.54 0.95 y (in.) - 0.50 0.50 w (lb / in) 33.2 551 M (Ib-in.) 25,418 137,262 S (in3 ) 1.75 . 3.07 a (ksi) 14.5 44.7 Level D allowable stress (ksi) 70 70
/0 1t
HOPPER AND ASSOCIATES HABGE-01/99-0 74 5 , Revision 2 ENGINEERS CAI LCULATION SHEET TITLE-- NEW DSC STRUCTURAL ANALYSIS DATE: 01107/99 - - PAGE: - 153
SUBJECT:
4.0 ANALYSIS BY: A55K Cl:(--st "SfHT:28 6o0)A rhe -ACTU4L 'L~OADlu~ - ') }:IsttE~ D -o PP~Ovc (-E.
~
DtS ~ ~ ' PAT ME Sar:*f' P -? wQ , q eIAccc t'siAs W 4.-. ,? APX2 P~ovJbL~ID SM r^ gLE
'=
- 135 53q as
.. . , . I . ,
I I .'P:. COPJStE (.lf~r aF 7as Bs iEr 4qQJ FUELE J5 20, coo000 /.s, eA1U £.0AtpP/JT c-0 B, pg0O,UC,fib~UAJDEQ SC 15H"C oR lo AJA - 7RA S PC Rr
't'OiTr0NS 5 22 }o! /60000 14s. Foa c.z f 0.5" P)SPACE-Ir"TA C4 BE IE , DU 7rf a
^rR ES S J< CdELL C 7so<~,~ trz 7fR 0.S BCW 74EJo7. *ELL Cf' 9 aA-D,, -V D 7c 5-r ress Lit" ALS0 C JLL. aCLD'W A.LL.'V'WAP-L-
. :- t. , -
C..oAk;L4CSJo T7Y/=LaI4/6DTLLtb;-AL/, j~triso;)S,: i,4 A Ss 7jE CIEJ HD ..vOJA('L 7-A A's PO'.e .t.0Es 1oA/Lt .D vO7 /4O N, r C,41A.ir" L .
- NOTF.:
The Spacer Plate analysis performed above was developed based on a stainless steel (SA 240, Type 304) material. The Spacer Plate material given in the drawings (6] is carbon steel (SA 516, Or. 70). However, the reduction in E (26.5 E6 vs. 27.7 E6) and the increase in the coefficient of thermal expansion (9.80 E-6 vs. 7.60 E-6) in this analysis result in higher stesses. Therefore, the .0 - analysis performed is conservative.
- ---------------.M.5
- m.-
HOPPER AND ASSOCIATES HABGE-01/99-0745, ReviSion 2 ENGINEERS
-. CALCULATION SHEET
_ TITLE: NEW DSC STRUCTURAL, ANALYSIS DATE: 01/07199 PACE: I ft
SUBJECT:
4.0 ANALYSIS BY: Aa.S CK: S SHT:..5 OF O 4.3.6 ACCIDENTAL HORIZONTAL DROP ANALYSIS The Spacer Plates have been analyzed for a 75g side drop in Appendix D of the original NUT'ECH calculation package [3]. The plates were analyzed using the ANSYS finite element program. Results and method.of analysis are provided below. MODEL When the DSC is oriented in the horizontal position, the spacer plate carries the fuel rods and guide sleeves (193 lbs. per cell -Section 4.3.2). The resultant stress intensities in the spacer disc are dependent on the contact area, or bearing of the plate edge on the DSC shell inner surface. The plate rests inside the DSC shell, which rests inside the transfer cask shell as shown below. S SPACES pScG CiSC.
- 1. D o.D. =GS
'= 49.
C.A<4 lI.P. =4. 0 LI AJ E l
/ /z* ,7 /; .' . ~ HS K NOTE:
The Spacer Plate analytical models in this section were developed and analyzed based on a stainless steel (SA 240, Type 304) material. The Spacer Plate material given in the drawings [6] is carbon steel (SA 516, Gr. 70). However, the reduction in E (26.5 E6 vs. 27.7 E6) and the increase a in the coefficient of thermal expansion (9.80 E-6 vs. 7.60 E-6) in this analysis result in higher stresses. Therefore, the analysis performed is conservative.
.. ,HABGE-199-0745, Revision 2 HOPPER AND ASSOCIATES CALCULATION SHEET W TITLE: NEW DSC STRUCTURAL ANALYSIS DATE: O1I07/99 PACE: 1 9
SUBJECT:
4.0 ANALYSIS BY:-' AS CK: SK SHT: 30 oF to
- The vertical displacements of the spacer disk, DSC and transfer cask are dependent on the stiffness of the loaded structural components.
It is assumed that the 4" thick transfer cask lead liner will control vertical deflection. This is a reasonable assumption since lead has a stiffness of ten times "softer" (E 2E6 psi) than steel. With this assumption the plate is effectively modeled using spring and gap elements. See following page for an illustration of the ANSYS model. SPACER DISC
'The spacer disc mesh is the same as that used for our dead weight and thermal analyses, and is
- illustrated in Figure qi.3. II. The nodal mesh resolution effectively produces anticipated results.
The plate is pinned at the rod locations. Bi-linear material properties at reference temperature of 450T and 5% tangent modulus is used.
- LEAD SPRING ELEMENTS The 4" thic~k transfer cask lead liner is idealized as a spring. Spring elements, having equivalent lead stiffnesses, are located in the pattern of nodes along the spacer disk outer bottom edge.
The lead stiffness (k = EA I L) is dependent on the effective area of each lead spring/node. E 2.0 x E6,.L - 4" (depth of led liner), and A = t x I, where t = the plate thickness (1.5") and .1= the effective width based on appropriate chord lengths between each spacer plate node. GAP ELEMENTS A double gap condition exists between the spacer plate, DSC shell,'and cask shell. The gap element is conservatively calciulated assuming the DSC shell has deflected to the inner liner of the cask. See NUTECH calculation package (3]. Gap calculations utilize nominal dimensions of the components to determine the-gaps, which is an adequate assumption for the spacer disc evaluation.
1111 Ii
-. 1)
HABGE-01/99-0745, Revision 2 HOPPER AND ASSOCIATES ENGINEERS DAME* PA2E P57 . / 5.. DOCK: SHT:L_ A! 3 OX FIGURE f Horizontal Drop ANSYS Model This is a close-up cut of the spacer disc. Node location, lead spring location, and value of each lead spring constant can be seen. 1 ib~Sc~oo I
HOPPER AND ASSOCIATES HABGE-01/99-0745, Revision 2 ENGINEERS CALCULATION SHEET TITLIE: _ NEW DSC STRUCTURAL ANALYSTS ' DATE: - 01/07199 PAGE: : 5 L -
SUBJECT:
4.0 ANALYSIS BY: AJ- cS R. SHT: FOF RESULTS The critical stress intensities for a 75g horizontal drop based on the plastic ANSYS analysis just described are [Appendix D of Ref. 3]:
.. ~ .. .,. I . . ;
supporting ligaments 'PL + P13 41.1 ksi -(node 45) Plate cell corners ' PL + P _ 37.9 ksi (node 70)
- plate solid rim ' PLi PE - 42.5 ksi (node 4) -
- -The numbers reported in thistable have beenfactored up by25% for the following two reasons:
I. The analysis was performed based on afuel rod weight of1300 lbs. per assembly plus the weight of the guide sleeves. The actual fuel weight is1450 lbs 'per assembly, which represents a .12% load increase.- To account for the load increase, the reported disc stresses shall be factored up by 12%. Although the drop model includes gaps and elastic-plastic material properties, linearly scaling up the stresses is likely to be conservative because the
' 'gapbetween the spacer disc and DSC shell would close with increasing load, thus
' increasing the bering area. ' -
- ' ~-2. -The analysis is based on a DSCflat surface'drop with spacer discs oriented at 00. An
- --- ~--evaluation considering a DSC side drop on one rail and 'n evaluation considering disc
'orientation, prov'ided on the following pages, indicate that stresses are alpproximately 10%
greater than computed stresses for a flat side drop with the spacer disc oirierited at 00.
;Therefore, the reported stress intensities should be factored up by 10% to account for a drop on one rail and worst case drop orientation. .-
The allowable stress for a Level D plastic analysis is equal to: 0.9Su 0.9(7o.o ksi) =63.0 ksi (460° F design temperature) II
......... ,s.. . .. .... , ,,, ,,,
. . 1I .
I NO=" ii HABGE-01199'0745, Revision 2 HOPPER AND ASSOCIATES
.TITLFL'
SUBJECT:
NEW DSC STRUCTURAL ANALYSIS 4.0 ANALYSIS CALCULATION SHEET DATE: BY: 01107/99 5A- CKK. t PAGE: 1 X8 sHr: 33 OF If. SIDE DROP ON ONE RAIL The drop on a single cask rail results in a point impact that may result in a more severe spacer disc structural response. An evaluation has been performed comparing spacer disc response to a drop on a single cask rail ( 180) to response to a drop on a flat surface (00). The drop models include the spacer plate, DSC shell, cask liner, and lead shielding. The study demonstrates that the use of the cask rail in the model produces only a marginal impact on the overall spacer disc structural response:
- 1. The overall response of the disc under the two drop loads, show stress intensity magnitudes that are similar for the majority of the disc.
Location Drop on Rail Drop on a flat surface (approx. stress, ksi) (approx. stress, ksi) Contact Point 60 52 Ligament thru V row 30 30 Ligament thru 2" row 30 30 Ligament thru 3r row 30 27 Ligament thru 4 row 25 22 Ligament thru 54 row 20 15 At 900 edge 15 10 At 27 0 ° edge 15 10
- 2. The maximum stress intensity is higher for the drop on a single rail; however this increase is a very localized stress only.
- 3. The stress distribution at the impact area is slightly higher for the drop on the single cask rail by approximately 10%.
- 4. The location of maximum stress intensity across a section is at the bottom of the disc below the 1V row of holes in both cases and the results are very comparable with averages of 30 ksi and bending across the ligament of 20 ksi(at the hole) to 50 ksi (at the disc edge).
The above evaluation has been performed using a similar 2" thick 24P spacer disc [46]. The evaluation demonstrates that the use of the cask rail in the model produces a marginal impact on the overall spacer disc structural response. Therefore, the assumption of excluding the single cask rail drop is reasonable as it produces only a marginal stress intensity increase in the spacer disc.
HABGE-O1/99-0745, Revision 2 HOPPR AND ASSOCIATES
. CALCULATION SHEET TITLE: NEW DSC STRUCTURAL ANALYSIS DATE: 01107/99 - PACE: J1q
SUBJECT:
4.0 ANALYSTS _BY: A7S CKR 'SH-T:3, oFA FIGUREVt 3-1Z 146) Stress Intensity Plot for Spacer Disc Drop on One Rail
. . .I.
ANSYS 5 ;3 i1. i I FEB 27 1998 i 15:40:21 i PLOT NO. 1 I NODAL SOLUTION i II STEP2 i SUB e1 II I TIME=2 I (AVG) I SINT i i TOP, A DMX =1 .154 SHN =288.786 SMX =64158 A =3837 B =10934 C =18030 I -25127
-=32223
-39320
=46416
-53513
=60610 i
iI II I II I V. .' I iII I-I I 18.-5 Degree sDrop Oh Cask Rails - i t~ad Step 2 - 24P 75g - 18.5 Degree Drop Of Cask Rails DSC - 759 . ad Step 2 - 24P DSC - -
HOPPER AND ASSOCIATES HABGE-O1/99-0745, Revislon 2 ENGINEERS CALCULATION SHEET NEW DSC STRUCTURAL ANALYSIS DATE: 01107/99 PAGE: /Jk2 TITLE: 4.0 ANALYSIS BY:AJ5 CK: .4 SHT: 35 OF 4(0
SUBJECT:
FIGURE 4.3.13 [461 Stress Intensity Plot for Spacer Disc Drop on Smooth Cask Surface ANSYS 5.3 FEB 27 1998 12lX ! 15:15:59 I PLOT NO. NODAL SOLUTION
- STEP-2.
jSUB =1 TIME=2 SINT (AVG) TOP DHY -1.044 SMN\=25.433 C =15404 F -233857 G ?-4'0009
'H =46160 JL S.
AdStep 2- 24P DSC 759 0 Degree Drop On Cask Rails
HOPPER AND ASSOCIATES . ,:: z I .I HABGE-01/99-0745, Revision 2 ENGINEERS CALCULATION SHEET . TrTLE: . _
-NEWDSC STRUCTLURAL ANALYSIS , DATE: 01/07/99 PAM - -/(> - ;
SUBJECT:
- 4.0 ANALYSIS - sy: A.Ts cKZ- ~. *SHT:'3 6 DOF'jtGo e .r, ; r .
- JiI _- -, . ,. '.
DROP ORIENTATION This summary provides a discussion of the effects of spacer disc orientation during a side drop. The purpose of this discussion is to describe the significance of the drop orientation on the structural response and qualification of the spacer disc. The discussion presented here utilizes the evaluation of a similar' 1.25" thick 24P spacer disc [47]. - The spacer disc dimensions are:
' Diameter= 65.5" Thickness = 1.25"
- Material SA-537, Class 2 The basket assembly has the same 24P fuel grid, but it contains more discs. The geometry of the disc is basically the same. Drop loads'at 00, 18, and 450 spacer disc orientations were looked at. The drop orientations are shown in the attached figures. The applied loading was a 75g equivalent static loading using an elastic analysis of the spacer disc. The results of the different drop ases are:
drop orientation PM PL + PB 0° ' 50.4 ksi 70.6 ksi
. 1° ' ,- Be 40.5 ksi ; - 76.2 s
; 450 - 36.6 ksi 78.3 ksi ji Based on the study performed for the 1;25"i spacer discs, the following conclusions can be ;
drawn relative to 'the impact of dr6p orientation on the structuiral response of the 1.5" spacer discs:
- 1. The maximuim membrane stress intensity occurs for the 00 drop orientation.' All other drop orientations are enveloped by this orientation.
- 2. The maximum membrane + bending stress intensity occurs at the 45° drop orientation.
However, all other orientations are within 10% of this maximum result. v
- t} j ti 'I s - >
tls
' .. * ')-
HABGE-Q199 0745, Revislon HABG-01/9-075, 2 HOPPER AND ASSOCIATES evison 2-..ENGINEERS CALCULATION SHEET
- TITLE: NEW DSC STRUCTURAL ANALYSIS DATE: 01/07199 PAGE: I ,Z
SUBJECT:
4.0 ANALYSIS BY: A3s CK: 5R SHT: 3? OF ' Therefore, the drop orientation does have an effect on the spacer disc results. Based on this study, the qualification for the spacer disc can be demonstrated by using the membrane stress intensity results obtained in 00 drop case, and by using the membrane + bending stress intensity results obtained in 0° drop case factored up by 10%. FIGURE I. 3- I't [47] Spacer Disc Flat Side Drop Pressure and Boundary Conditions (0°) tNSYS L) 5. 0 A I WPR 26 1995 18 :26: 16 LOT NO . 1 ELEEMS MYPE NUH PRES ZV a1 DIST=36.058 EDGE FC-DSC SPACER DISC 8* FIAT SIDE 0 DEG. DROP ANNLYSIS (10C'F721
I -HOPPER AND ASSOCIATESI HABGE-01/99-0745, Revision 2 - ENGNEERS. CALCULATION SHEET - . TITLE: ,-NEW DSC STRUCTURAL ANALYSIS DATE:- 0107/99 :PAGE: 1L3 ;. SUBJECTf: 4.0ANALYISU BY: kTS CK: SR SlHT: 38 OF 4I .. 6 . FIGURE 1 .3.1S147] .,1 I, Spacer Disc Flat Side brop Pressure and Boundary Conditions (18°)
.. ANSYS 5.0 A 1 APR 2S 1995 07:37 :23 PLOT NO. I.
ELMDENTS TYPE NM U PRES Z.V al1 DIS?=36 .058 EDGE
/
i SPACER DISC 80' CORNER 18 *DE=.DROP MAES (10CFR72-
I~ HOPPER AND ASSOCIATES HABGE-01/99-0745, Revision 2 ENGINEERS CALCULATION SHEET
- -T rLE NEWDSCSTRUCTURALANALYSIS naT rE. 01107199 PACE: / (W SUOJECT: 4.0 ANALYSIS BY: A7$S CK: 4R SHT: 34 OF #L FIGURE 't.3.16[47]
Spacer Disc Flat Side Drop Pressure and Boundary Conditions (450) 1 ANSYS 5.0 A APR 26 1995 19:30:38 PLOT NO. IL
-ELEM8NTS TYPE NUm U
PRES ZV at DIST=36.OSS EDGE FC-DSC SPACER DISC 80' CORNER 45 DEG. DROP STALYSIS j1OCFR72) __
HOPPER AND ASSOCIATES HABGE-01/99-0745, Revision 2 ENGINEERS CALCULATION SHEET
- TILE NEW DSC STRUCTURAI, ANA LYSTS DATE: 01107199 PACE: / 6*
SUBJECT:
4.0 ANALYSIS BY: Ars CK: s. SHT: e OF PLATE BUCKLING I,: rF I.' In plane and out of plane buckling of the spacer plate supporting ligaments was checked on page 3.71 of the NUTECH calculation package [3]. These calculations were revised in (30] to account for an increased fuel assembly weight The in plane buckling safety factor is 1O.4'well above the,!.5 required, and out of plane buckling resistance is adequate. --: - - '
. ' , , , . . , : ' I I 1, I PUNCHING SHEAR . .
The DSC shell is backed by the cask body in -a drop event; Therefore, the potential for punching shear in the shell due to the spacer-disc is not a realistic failure mode. The shell will experience bearing'stresses; however, there is a geoimetric constraint to prevent a punching shear failure.
- I .'
* - . :. i -. ; .
., !, ' a
fIlm HABGE-01/99-07 4 5, Revision 2 HOPPER ENGINEERS AND ASSOCIATES CALCULATION SHEET TITLE: NEW DSC STRUCTURAL ANALYSIS DATE: 1111199 PACE: ) '
SUBJECT:
4.0 ANALYSIS BY: AiSN CK: StL SHT: _jLOF 4.3.7 ACCIDFNTAL VERTICAL DROP ANALYSIS A coupled ANSYS finite element model of the spacer disc and the support rod was used to analyze the spacer disc vertical drop. The model consists of a one quarter symmetric portion of the bottom spacer disc and one of four support rods modeled from the bottom of the rod up to the second spacer disc from the bottom. The spacer disc is modeled with elastic 3D shell elements and the support rod with 3D brick elements. The model was analyzed for a 75g vertical drop. The only load acting on all nine spacer discs during the vertical drop is the 75g deceleration of the disc self weight. Therefore the results of the analysis are applicable to all nine discs. A plot of the model with boundary conditions is shown in Figure 4.3.17. The support rod is fixed at the location of the second spacer disc and appropriate symmetry boundary conditions are applied at the disc cut edges. The model is decelerated at 75g's in the positive Z direction, which represents a top drop condition (bottom drop loading is the same but in the opposite direction, so only the top drop is analyzed). The somewhat coarse meshing of the solid rod is acceptable because this model is not used to evaluate rod stresses; the rod is included in the model only to represent rod stiffness as the disc and rod deform during the drop loading. The analysis is performed with carbon steel (SA516 Gr. 70) disc material properties at 4501F and stainless steel (SA479 Type 304) rod material properties at4000F. The ANSYS input file is provided in Appendix A. An elastic analysis was performed and the results of the analysis are shown in Figures 4.3.18 through 4.3.20. Figure 4.3.18 shows the stress contour at 75g's. The maximum stress intensity on the spacer disc is 24.3 ksi at node 391 (see stress output listing in Appendix A). A somewhat higher stress (30.9 ksi) appears in the contour plot, but this stress occurs on the support rod, which is not being evaluated in this analysis. A close-up of the maximum stress location is
. .31, HABGE-01/99-0745, ReVision 2 HOPPER AND ASSOCIATES ENGINEERS CALCULATION SHEET TITLE: NEW DSC STRUCTURAL ANALYSIS Di TE: 1/1199 PACE: - ib L
SUBJECT:
4.0 ANALYSIS BBY:ASS C-L &r SHT: _2 OF 46 shown in Figure 4.3.19. Note that the stresses throughout the plate are below yield. The peak.., stress in the rod is above yield, but only at two highly .localized points. Therefore, it is reasonable to conclude that the rod maintains primarily elastic behavior and the elastic analysis-approach is acceptable.}f -- - Because the spacer disc and rod maintain primarily elastic behavior during the vertical drop, the spacer disc deformation is minimal. A contour plot of inward (X direction) spacer disc deflection is shown in Figure 4.3.20. The plot indicates that the maximum inward deflection is 0.0013". This deflection is far too small to cause pinching of the guide sleeves during an accidental drop, so no fuel retrieval difficulties will occur due to spacer disc deformation. Code Check (conservatively use max. stress intensity for membrane and membrane plus bending): Pm= 24.3 ksi < 0.7 Su 49 ksi Pm + Pb =24.3 ksi < 0.9 Su 63 ksi Therefore the spacer disc stresses meet code requirements for the accidental vertical drop load condition.
*. Changing the Design temperature to 460 will reduce the E of ihe materials slightly, but not enough to warrant or require a new ANSYS run.
I1 or- : VRTriCL. bitoP !me7es iwmmEn6es. Mec eor ap.CIT1CAL. SIDF TWop SPess lsm-tsjrl Ae C-P6iAMPZ A-I4b M7flF°& .GOVM 77te Logb C0)48)JA,-jot sm -s WM S1 oiaw D fbPb 7MS . GeseZAL H'sAN-I _(,PM), hAi- b~BA DU,, @w G (Pit P,).
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. D M
1 - * - -_ANSYS 5.2 JAN 6 1999 . 10:46:31 NODAL SOLUTION STEP=l SUB =1 C
; TIME-1 8K SINT (AVG)
TOP ~1 _ DMX =.246188 SMN =15.985 SMX =30876 W SMXB=55171 0 XV =1 % YV =2 ZV =3
*DIST=18.586
*XF =15.49
*YF =16.33
*ZF- =5.025 PRECISE- HIDDEN
, - ; 15.985E_
684-
- 10303
- .13732
- 17160 27447 30876
, ;. ' _ ~a_ <
llcavR_ q3/8 - S7rlers3 CcWlc'rUR SPACER DISC AND ROD MODEL - 75g VERTICAL DROP - I
ANSYS 5.2 JAN 8 1999 14:55:35 NODAL SOLUTION STEP=1 SUB =1 TIME=1 SINT (AVG) TOP DMX =.246188 SMN =15.985 SMX =30876 SMXB=55171 XV =1 YV =2 ZV =3
- DIST=3.248
- XF =22.505 5
- YF =13.573
- ZF =4.504 'A PRECISE HIDDEN 15.985 3445
- 6874 I -
10303 t . _ 13732 . __17160 mi- 20589
°~ 24018 27447 30876 'A 412 G6s
1'J_...-EW-. ...5.2 ANSYS = I JAN 11 19 99 .>: __14:38:19 ' O
- NODAL SOLUTION' M
- l TIME=1
__l ,s ,>"s'
,ss ,RSYS-0 m j_*X-
, ,sDMX s =.246188 CD B J__ __ / \>o ot /^>SEPC=22.999 o o ,' o SMN =-.001286 o t t tt 8 -- : -SMX =.784E-05 =
E *XF =15.705 _ tt*@ , ,*ZF =4.782 M El PRECISE HIDDEN-',!
; H <4l , _ '- 00012846
, _4-4 ' -. 711E-03, g 0 l E2 _136E-03i F llllnixi;!Vt ,, ,'tj'~w~o~s{., 784E-05
_.E~~~~~~4 '-'-Eij - -
. W - - -- t ;4-4 SPCE DIS AN ROD MOE INAR AT 'ELC - ' '-ls
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, " -:b HABGE-01/99-0745, Revision 2 HOPPER AND ASSOCIATES ENGINEERS
- . CALCULATION SHEET
- TITLE: NEW DSC STRUCTURAL ANALYSIS DAl rE: 12117/98 PACE: -I Z
SUBJECT:
4.0 ANALYSIS BY: 'AZ CK: SR SHT: 1 OF 3Yt 4.4 SUPPORT ROD ANALYSIS 4.
4.1 DESCRIPTION
OF COMPONENT The DSC Basket System includes 4 - 3.0" diameter Rods which are welded to and provide support for the nine (9) 1.5" thick Spacer Plates. Each Support Rod is 158.13" in length [6]. 4.4.2 ASSUMPTIONS
- 1. Materials:
The ASME (Ref [5], Table NF-2) material densities for the following component materials are shown below: Density Component Code Designation (lb/in3) Rods ASME SA-479, Type 304 (ss) 0.290 Spacer Plates ASME SA-516, Gr. 70 (cs) 0.279
- 2. The Design Temperature of the Support Rods is 460TF (Section 3.3.4, Table 3.4)
- 3. Rod material allowables atk46o0F are:
Sy 19 .9 Su= 64 Sm 18.0 -' 1
HABGE-01/99-0745, ReVIsion 2 HOPPER AND ASSOCIATES ENGINEERS CALCULATION SHEET TITLE: NFW DSC STRUCTURAJL ANALYSIS DAl rE: 12117/98 PAGE: / ?s3 A. S . . .I . . . ,.
SUBJECT:
- 4.0 ANALYSTS - BY:: AJ.S CK-~ SIC SHT: _ OF a
- 4. For the beam-column buckling analysis, the Support Rod is assumed to be pinned-fixed at the Spacer Plate locations (see Section 4.4.7).
- 5. Beam-column differential equations used in the elastic model are derived with non-linear, large rotation effects and specialized to linear small strain and small rotation theory (see Section 4.4.7).;
4.4.3 CALCULATION METHOD Support Rod axial stress for a 75g drop is calculated by hand in Section 4.6.4. Support Rod dead weight is determined by scaling the 75g drop stress to lg.-' Handling stress is also determined by scaling the 75g drop stress result. 'Rod bending stress is determined from an ANSYS [7] analysis based on the Spacer Plate model found in Section 4.3. The analysis was performed in order to incorporate the effect of the additional bending stresses due to' bending moments transferred by the Spacer Piates. For purely illustrative purposes, the moment-curvature relationship is determined based on an elastic beam-column with pinned-fixed ends (Section 4.4.7). Rod stress levels are shown in Section 4.4.8.
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HOPPER AND ASSOCIATES - HABGE-01/99-0745, Revision 2 ENGINEERS CALCULATION SHEET TITLE: WJ-w DSC. 5 AdJLY515 DATE:-J2JJ9/98 PACE:_______
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. . CALCULATION SHEET I TITI LE: M D'b5C- S uc-rvA L "At^YS) DAT: 1 LPC PAGE: )?
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- . ' CALCULATION SHEET O
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*. CALCULATION SHEET O TITLE: H 5 IEYC4z'rL. I4-?tLYS1 DATE:_I_____i_ PACE: I 8Z
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. HOPPER AND ASSOCIATES
'. ENGINEERS CALCULATION SHEET !I TITLE: $J- '- eJ72 irupAt-. AijALjS ,S DATE: I I
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. CALCULATION SHEET TITLE: N15-' >Sc- 'U. TU2A A-i4ALr/ I DATE: J/ If f PACE: l 83
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- bb HOPPER AND ASSOCIATES HABGE-01/99-0 7 45 , Revision 2 ENGINEERS
.* CALCULATION SHEET TITLE: : 6 D>c- 4 1TPeTlyA-C : AjtA-sl s -_DATE:__ _/______ _ _ PAGE: / 5-
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. TITLE:
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MC- DS oSr.- PLO - s, 2 L.-WRAt. 4Le CALCULATION SHEET A-trAt-Y-5tS DATE: _BY: A-7r l/5/lt CK: Lf PACE: I's 6 SHT: 1_-OF3i 6JX-(le)- = = I--7z-r3 As;"<te- scyAc ,_ G) = : A s,, Acl
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HOPPER AND ASSOCIATES HABGE-01/99-0 745 , Revision 2 ENGINEERS CALCULATION SHEET TITLE: ' > -Sc, e-7-1TC.T'U;A AW.AL-r$ss S DATE:. $8/ PACE: l 8?
SUBJECT:
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w 1.-W ANSYS 5.2 :r JAN 7 1999 D 09:26:22 0 I1 ELEMENTS 0 Ih MAT NUM U CD ROT 6 XV =1 .4 YV =2 z ZV =3 !a
;a
*DIST=18.586
*XF =15.528 0
*YE =16.233
*ZF =5.057 PRECISE HIDDEN pen tfi . I U
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HOPPER AND ASSOCIATES HABGE-01/99-0745, Revision 2 -ENGINEERS CALCULATION SHEET TITLE: "6-- >sc- s7Tu1ciuPAL. M4ALYSIS DATE: I PAGE: 2JE
SUBJECT:
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4 HOPPER AND. ASSOCIATES HABGE-01/99-0 74 5 , Revision 2 ENGINEERS' CALCULATION SHEET TITLE: S o cw Tjuc3AL r ArWALY'SItZ DATE: / ,, PACE* - I I
SUBJECT:
'.Q AmAursts _ . A4ks BY: . T _ _CK:_ .
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HOPPER AND ASSOCIATES ENGINEERS HABGE-01i9 9 07 4 5 , Revision 2 CALCULATION SHEET . TITLE: tj c~-, De. 751 4~-T-A(.
- A-w4AtSlJ DATE: _______ PACE: I/q) .I SUBJEECT: A- t6A Y'S . _ BY: - CK-. R, ISHT :..OF...L
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IL I,- HOPPER AND ASSOCIATES HAEGE-01/99-0 7 4 5 , Revision 2 ENGINEERS
. TITLE: M(5- D 57UVCJ-V9AL.
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SUBJECT:
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'Jo HOPPER AND ASSOCIATES ENCINEERS HABGE-01/ 9 9-0 7 45 , Revision 2
. TITLE: DS: D.c.r CALCULATION SHEET AJALY9/I-
- DATE: 2/./.. PAGE:.' l?
SUBJECT:
',+0 -14,&LY5/5 _BY: AYS CK: SR SHT: Z3 OF .q
*V S T A A D - III Revision 22.0W *%
Proprietary Program of Research Engineers, Inc. Date= FEB 13, 1998
. Time= 11:21:27
- USER ID: HOPPER AND ASSOCIATES
**-*********-*-t*t-**t****t** *****-***********4 *4*
- 1. STAAD PLANE DSC RACKING
- 2. UNIT IN KIP
- 3. JOINT COORDINATES
- 4. 1 0 0
- 5. 2 0 47.9
- 6. 3 17.36 47.9
- 7. 4 17.36 0
- 8. *
- 9. MEMBER INCIDENCE
- 10. 1 1 2
- 11. 2 3 4
- 12. 3 2 3
- 13. 7r D 14 . MEMBER PROPERTIES
- 15. 1 2 PRIS AX 3.375 IZ 0.633 IY 0.369
- 16. 3 PRIS AX 7.069 IZ 3.976 IY 3.976 I
- 17. . Pr 1 ;
- 18. CONSTANTS
- 19. E 26500 ALL FLJ* n
- 20. DENSITY 0.000290 MEMB 3
- 21. DENSITY 0.000279 MEMB 1 2 22.
- 23. BETA 0 ALL 24 . Dsc-RrP~:P£
- 25. SUPPORTS
- 26. 1 4 FIXED
- 27. 2 FIXED BUT FY FZ MX MY MZ 28.
- 29. LOADING 1 RACKING EFFECT
- 30. SUPPORT DISPL
- 31. 2 FX -0.69
- 32. .
- 33. PERFORM ANALYSIS
HOPPER AND ASSOCIATES 9-0 7 4 5 , ENGINEERS HABGE-01/9 Revision 2 CALCULATION SHEET TITLE: V_ n5.- L AL ALYS(I <: DATE: E5/* PAGE:_____
SUBJECT:
4ALr4a.S 11 BY: AG *CK: - SHT:Z .OF P R O B L EM S T A T I ST I C S NUMBER OF JOINTS/MEMBER+ELEMENTS/SUPPORTS , 4/ 3/ ,3 ORIGINAL/FINAL BAND-WIDTH = 1/ 1 TOTAL PRIMARY LOAD CASES = 1, TOTAL DEG] REES OF FREEDOM = 5 SIZE OF STIFFNESS MATRIX
- 25 DOUBLE PIREC. WORDS REQRD/AVAIL. DISK SPACE
- 12.00/ 194.8 MB I EXMEM = 47.5 MB Processing Element Stiffness Matrix. 11:21:27 ELF Processing Global Stiffness Matrix. 11:21:27
+4 Processing Triangular Factorization. 11:21:27 Calculating Joint Displacements. 11:21:27 Calculating Member Forces. 11:21:27
- 34. PRINT SUPPORT REACTIONS SUPPORT REACTIONS -UNIT KIP IN STRUCTURE TYPE - PLANE JOINT LOAD FORCE-X FORCE-Y FORCE-Z MOM-X. . MOM-Y MOM Z 1 1 1.22 -3.33 0.00 0.00 0.01 -29.57 4 1 1.22 -3.33 0.00 0.00 0.01D -29.56 2 1 -2.44 0.00 0.00 0.00 0. 0 0.00
**'*********4* END OF LATEST ANALYSIS RESULT ********--
- 35. PRINT MEMBER FORCES
01 HOPPER AND ASSOCIATES 745 , ENGINEERS HABGE-01199-0 Revision 2 II CALCULATION. SHEET TITLE: tI4C- n7VC.,- TU A AJ1.. - I $5 DATE: _/__ _ PACE: 1 69
SUBJECT:
,)t1f A14#L-'a S _ BY: AaS CK: SV SHT: 2-5OFr3 MEMBER END FORCES STRUCTURE TYPE
- PLANE ALL UNITS ARE -- KIpP IN MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z 1 1 3.33 -1.22 0.00 0.00 0.00 -29.57 2 -3.33 1.22 0.00 0.00 0.00 -28.87 2 1 3 -3.33 -1.22 0.00 0.00 0.00 -28.87 4 3.33 1.22 0.00 0.00 0.00 -29.56 3 1 2 -1.22 3.33 0.00 0.00 0.00 28.87 -a--'
3 1.22 -'3.33 0.00 0.00 0.00 28.87
*-*.*..***t*** END OF LATEST ANALYSIS RESULT
- 36.
- 37. FINISH END OF STAAD-I1 * *
**-* DATE- FEB 13,1998 TIME- 11:21:27 ****
*****-***t********-**t******h************* *******f*********
- For questions on STAAD-1II, contact: *
- Research Engineers, Inc at *
- West Coast: Ph- (714) 974-2500 Fax- (714) 921-2543 *
- East Coast: Ph- (508) 688-3626 Fax- (508) 685-7230 *
**************.*.***.** ***t****.*.**..****..*******t********
*s 'HOPPER AND ASSOCIATES NABGE-O1/99'0745, Revision 2 ENGINEERS CALCULATION SHEET
- TITLE: NEW DSC STRUCTURAL ANALYSIS DATE: 01/11199 PAGE:. i
SUBJECT:
'4.0 ANALYSIS BY: A CK cS SR-SHT: 24 OF3 4.4.11 ROD STABILITY CHECK The four (4) Support Rods that position and support the Spacer Discs in the DSC Basket Assembly were analyzed previously for the vertical drop condition. To gainfiurther understanding of Rod plastic behavior during a vertical drop accident condition, a 3-D solid finite element model of the Rod will be constructed and a plastic analysis will be performed.
; The purpose of the analysis is to verify stability of the Ro'cl during a vertical drop. ANSYS
- load and property data are given in Appendix G.
ANALYSIS APPROACH The Rod will be modeled using ANSYS [7] finite element software.. Axial and bending loads due to selfweight and the Spacer Disc will be applied to the Rod for a top drop condition. Bending loads due to Disc rotation will be obtained from the Spacer Disc finite element model (Section 4.4.8). Appropriate boundary conditions will be applied and a plastic analysis will be performed to evaluate Rod stresses' 'and stability. To verify that a 50% collapse load margin exists, the Rod will be loaded to 1.5 x 75g = 112.5g. A bounding analysis idealization was selected to ensure that no Rod failure mechanisms are possible other than evaluated in the previous calculations. The idealization utilizes maximum possible Spacer Disc moments as the appropriate boundary conditions representing Rod flexural effects. With this approach it is ensured that a collapse mechanism does not form by limiting stresses. This analysis approach clearly identifies any mechanism formation risk. RESULTS
SUMMARY
Rod stability has been verified for the worst case 75g top end drop condition with a 50% margin against collapse. At this load level, no c6liapse mechanism is observed. Local stresses and strains are well below ultimate values. Code requirements for collapse load evaluation of components based on a plastic analysis are satisfied. Because the Rod remains stable under a I 12.5g load, it has been shown that at least a 50% margin against plastic collapse is available.
-ii
. ooooooooooooooooooooooooooooooooooooooooooooooo i99-0745, Revision 2 HOPPER AND ASSOCIATES HABGE-01 1/990745 Revsion2 'ENCINEERS CALCULATION SHEET TITLE: NEW DSC STRUCTURAL ANALYSIS 0 ATE. 1111/99 C PACE: 19 S
SUBJECT:
4.(0 ANALYSIS BY: AV5 I1 CK-:MAt SHT: 27 OFZ EVALUATION CONDITIONS
- 1. A 50% collapse load margin is imposed on the drop acceleration of 75g's:
1.5 x 75 = 112.5g
- 2. The top and bottom drop cause essentially the same rod loading. However, both the column span length between spacer discs and the length from the last disc to the end of the rod are larger at the top end, so the top end drop will be analyzed for buckling.
- 3. The bending moment applied to the support rod by the spacer disc is calculated using the same method as in Section 4.4.8. In Section 4.4.8, an ANSYS finite element model of the spacer disc with rotational restraints at the rod/disc interface was used to calculate the bending moment applied to the rod at 75g's. For the rod stability evaluation, this model was re-analyzed at 112.5g's. The output reactions are in Appendix F. The bending moments are:
Mx = 53824 in-lb My= 83821 in-lb M = (Mx 2 + My 2)"n = 99614 in-lb The same moment occurs at each spacer disc/rod interface.
- 4. An axial load of 112.5g's is also applied to the model.
- 5. To represent the plastic behavior of the material, a' tangent modulus of 2% of the elastic modulus will be used.
HOPPER AND ASSOCIATES HABGE-01/99-074 5 , Revision 2 ENGINEERS CALCULATION SHEET TITLE: NEW DSC STRUCTURAL ANALYSTS DIATE: 1/111/99 PACE: -- I 9
SUBJECT:
4.0 ANALYSIS - EBY: ar CK: -es - m- 28 o' MODEL DESCRIPTION The support rod is modeled with 3D elastic-plastic solid elements (Solid45). The mass of the spacer discs and the portion of the rod not included in the model are added using lumped mass elements (Mass2l). The axial and bending loads are applied simultaneously and are ramped up together to the 1 12.5g level. The portion of the rod included in the model is from the top end down to the fourth spacer disc from the top. The boundary conditions are summarized below:
./ -"/p r,
- k. -,/ X -,
X fZ-1 :57AA.L7 kr4L /lz.Yj X/ - DISc, I (70P pist-) D13C- 2Z Drin X I.S C If. I-~ ~ 6. - . .. P41co /Af ,Y 0 2. -.
)I HOPPER AND ASSOCIATES HABGE-01/99-07 45 , Revision 2 ENGINEERS CALCULATION SHEET TITLE: NEW DSC STRUCTURAL ANALYSIS DATE: 1111/99 PAGE 200
SUBJECT:
4.0 ANALYSIS . BY: S SHT: OF The 0.2" imposed displacement at the Disc 4 location represents the total clearance between the spacer disc cutout holes and the guide sleeves. After this gap is closed, the guide sleeves provide resistance to further lateral rod movement. This gap is included in the model to account for any eccentricity effects it may cause. The moments M due to disc rotation are applied as force couples: c a q6/6q t h- I A e cA disc p : 4°RCog CovPLL )=c _ ' F: 9q6/9= 11070 Ij 3 . 3h oge.,5 4,le (@ eac, Rwde) The masses used at each disc location are calculated below: Mass 1 1/4 x 1 spacer disc weight = I/4 (589) = 147.25 Lb The Mass 1 weight is distributed to 24 nodes around the rod circumference at each spacer disc location, or 147.25/24 = 6.14 Lb per node. Mass 2 accounts for the weights of the remaining spacer discs and rod above Disc 4. Mass 2 = 1/4x 6 spacer discs = /4(6)(589) = 883.5 Lb
+ rod weight above disc 4 = 186 Lb Total = 1069.5 Lb The Mass 2 weight is distributed to 121 nodes across the rod cross-section at the Disc 4 location, or 1069.5/121 = 8.84 Lb per node.
HABGE-01/s9HABG-O1/9~O75, 0745, Revision Rvisin 22ENGINEERSHOPPER AND ASSOCIATES CALCULATION SHEET 0 , TITLE: NEW DSC STRUCTURAL ANALYSIS DATE: 1111/99 PAGE: 204 /
SUBJECT:
4.0 ANALYSIS EBY: Altl5 CK: S5 SHT: 3o OFw ANALYSIS An elastic-plastic analysis of the rod model is performed up to 112.5g's. The results of the analysis are shown in Figures 4.4.2 through 4.4.4. The converged analysis with no failure mechanisms forming at 112.5g's verifies that the rod remains stable at 75g's and at least a 50% margin against plastic collapse is available. Figure 4.4.2 shows stress contours and an exaggerated deformed shape at 112.5g's. Note that stresses remain below ultimate levels and no collapse mechanism occurs. Figure 4.4.3 shows a close-up of exaggerated deflection of the rod near the top at the location of maximum lateral deflection. This maximum lateral deflection as a function of increasing acceleration is plotted in Figure 4.4.4. The plot indicates that deflection is remains linear as a function of acceleration even as the load approaches I12.5g's. This provides further evidence of considerable additional margin against plastic collapse.
1 _ANSYS W 5.2 JAN 8 1999 13:48:38 0 NODAL SOLUTION X STEP31 v SUB =12 t TIME=112.5 6 SINT (AVG) p DMX -. 492739 al SMN z1279 SMX =47978 YV =1 0.
*DIST=38.073
*XF =2.464
*ZF =23.479 PRECISE HIDDEN 1279 7117 12954 18791 24629 30466 36304 42141 47978 IV
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- 1
-I-
- ANSYS 5.2 I JAN 8 1999 14:02:41 03 O
DISPLACEMENT T C) STEP=1 SUB =12 ID TIHE=112.5 6 RSYS=O DMX =.492739 P M7R,4L bscZPc72rW *DSCA-3 .C YV =1 0 lMork: -RfZS POZIF b4Alb,7-TIOA1 - -~ *DIST-10.547 6i
%3 Ts DpJE o0 LAer DRE *XF =.390517 r%
*ZF --1.281 LOL)NDOY RESlTAZA/ PRECISE HIDDEN
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(0 0.08 6 CD 0.07 < 0.06 . 0.05 . ' 0.04 - 0.03 0.02 0.00 0 20 40 60 s0 100 120 ACCELERATION (g) MAXIMUM LATERAL DEFLECTION VERSUS ACCELERATION 4'lo
... I..
HOPPER AND ASSOCIATES HABGE-01/99-074 5 , Revision 2 ENGINEERS CALCULATION SHEET T TE: _ NEW DSC STRUCTURAL ANALYSIS DATE: - 01111199 PACE: ;- $5
SUBJECT:
, 4.0 ANALYSIS BY: ,43S CK: At, SHT: .3 L.OF M3L CONCLUSIONS - No Rod failure mechanisms are possible other than those originally considered. The Rods withstand maximum possible axial and concomitant flexural loads.' At all Rod locations, stresses remain below ultimate levels. The ASME Code [4] allows acceptance criteria for components based on the collapse load (F-1341.3). This section requires that loads do not exceed 100% of the plastic analysis collapse load. An additional requirement for components under compression (F-1331.5) is thatthe load does not exceed 2/3 of the buckling load, or in other words, there is a S0% margin for buckling. -Both requirements are met because the Rod is stable at 112.5g. -
-i I .1 . .~:
. 10 HOPPER AND ASSOCIATES HABGE-01/99- 0 745, Revision 2 ENGINEERS CALCULATION SHEET TTE: NEW DSC STRUCTURAL ANALYSIS DATE: 01113199 PAGE: O6
SUBJECT:
4.0 ANALYSIS BY: A21- CK: 6 . SH:.L.OF Z* 4.5 GUIDE SLEEVE ANALYSIS The following issues are to be addressed:
- 1. Fuel pinching may result from Guide Sleeve dimpling and can cause difficulty in fuel retrieval.
- 2. Local buckling at the bottom end of the guide sleeve adjacent to the cut outs.
- 3. Since seismic loading is a Service Level C condition, a load of ig in the horizontal direction and 0.68 g's in the vertical direction are used for seismic analysis. Since the drop loading condition uses 75 g's for analysis, which is considerably higher than that used for seismic, the drop loading criteria governs the critical load for the Guide Sleeves.
- 4. Local Bending on the Guide Sleeves occurs due to Spacer Plate and Fuel End Plate
-misalignment.
TheMaximnum Stress Intensities for the Guide Sleeves are [Ref. 3, Section 3.4]: Bending Stress (ab) 320 psi. << Allowable SI for drop accident. Shear Stress (a,) - 585 psi. Although the DSC Design calls for a Guide Sleeve with continuous longitudinal welding, both the misalignment analysis and the weld checks which appear in this section assume a Guide Sleeve design with intermittent (stitch) welding (2" @ 6" centerline). This analysis serves as a bounding case for fuel retrievability, the risk of Guide Sleeve wall piercing by the Fuel End Plate, and weld stress levels since the actual Guide Sleeve stress state and deformation will be lower than that determined by this analysis.
- FUEL PINCHING / RETRIEVAL CHECK Based on reasonable extraction loads (i.e. 900 lbs. or less), "dimpling" of the Guide Sleeve is small and will not affect fuel retrieval (see Section 4.2).
HOPPER AND ASSOCIATES HABGE-01/99 074 5 , Revision 2 ENGINEERS CALCULATION SHEET TMiLE: NEW DSC STRUCTURAL ANALYSIS DATE: 01113199 L7-
- PAGE:
SUBJECT:
4.0 ANALYSIS BY:ATS -CK: .St. SH: Z OFZS
- GUIDE SLEEVE BUCKLING ANALYSIS A buckling load analysis-will be performed. The resulting critic~A buckling load will then be compared to the actual compressive load, which is equal to the Guide Sleeve self-weight x 75g's.
Guide Sleeve stress due to a 75g drop will then be calculated. The analysis will be based on the idealized square tube subjected to a uniform compressive pressure.
.I 30.4 -,N c 1,II ,
-I -
HOPPER AND ASSOCIATES HABGE01/99-07 4 5 , Revision 2 ENGINEERS CALCULATION SHEET
- TITLE: NEW DSC STRUCTURAL ANALYSIS DAI TE 01/13199 PAGE., 2o -
SUBJECT:
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-. - CALCULATION SHEET
. TITLE: NEW DSC STRUCTURAL ANALYSTS DATE: 01M13t99 PACE: 20 9
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- TITLE: hEA-- D 5T% . AIJAcXS DATEL _//q9 PAE; IDA of C A
SUBJECT:
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HABGE-01/99 07 4 5 , RevisiOn 2 HOPPER AND ASSOCIATES ENGINEERS
.*IT LE:E FSC AJ 5K1UM&A CALC ULATION SHEET,
- IL ANAtLY5SATE: 3//9 PAGE: ifj10° fC (I
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- I -- I HOPPER AND ASSOCIATES HABGE-01/99-0 745, Revision 2 ENGINEERS CALCULATION SHEET
- TITLE: It7X 0$ C sL.4t YtIY DAT: 3//t PAGE: 0gO C %
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I HOPPER AND ASSOCIATES HASGE-01/99-0745, Revision 2 ENGINEERS CALCULATION SHEET TITLE: NEW DSC STRUCTURAL ANALYSIS DATE: 01113/99 PAGE: lI
SUBJECT:
4.0 ANALYSIS -Y: AYS CK: £9 -SHT: 6 OF 2S
- SPACER PLATE / FUEL END PLATE MISALIGNMENT ANALYSIS In the Dry Shielded Canister (DSC), the Fuel Assembly End Plate can be offset from the Spacer Plate Number 9 by varying distances. During the horizontal drop case', the Guide Sleeve will be deformed and possibly pierced by the Fuel End Plate. This misalignment between Spacer Grids and Spacer Plates was identified in Issue Reports IR3-007-'609 and IR3-007-61 1 [49]. The purpose of this analysis is to address the above Issue Reports by determining the stress state and
*;deformation imposed on the Guide Sleeve from Fuel Assemblies lD,'E, F, G. H, and J and 2A, B, C, D, E,F, G. and H during a horizontal drop.
Approach The system will be analyzed under 1 g, 31 g's, and 75 g's. The Guide Sleeve will be modeled as a simply supported beam. The deflections for the above loadings as well as the loads required to yield and pierce the Guide Sleeve will be calculated. The amount of offset between the Fuel _ Assembly End Plate and Spacer Plate Number 9 is 0.5992" for Unit I Batches D, E, F, G, H, and J as well as Unit 2 Batches A, B, C, D, E, F, G, and H [43]. However, since the maximum offset for any Fuel Assembly is 0.9742 [43], the analysis in this section will be performed based on this maximum value. Further, the offset will be varied from O.l"to 2.0" (worst case for Guide Sleeve bending between longitudinal stitch welds) so that a deflection versus offset curve can be drawn. The computer analysis program ANSYS [7] will be used to backup the hand calculations. As long as the Guide Sleeve is not pierced, the Fuel Assembly is assumed to remain retrievable. The Fuel Grid directly above the End Plate,' despite its degree of match or mismatch with the number 9 Spacer Plate, will be ignored. Due to the End Plate's greater size and stiffness, it will be assumed that the End Plate carries all the tributary load to the Guide Sleeve. Although the DSC Design calls for a'Guide Sleeve with continuous longitudinal welding, the misalignment analysis described above assumes a Guide Sleeve'design with-intermittent (stitch) welding (2" @ 6" centerline). This a.nlysis srves as a bounding case forifuel retrievability and the risk of Guide Sleeve wall piercing by the Fuel End Plate since the actual Guide Sleeve stress state and deformation will he lower than thnt de'terrninnrd hy 1his gnn1vkiz
I-
-I HOPPER AND ASSOCIATES HABGE-01199-07 4 5, Revision 2 ENGINEERS CALCULATION SHEET TTLE:. NEW DSC STRUCTURAL ANALYSIS DATE: 01113/99 PAGEC ?L?
SUBJECT:
4.0 ANALYSIS BY: A-.5 CK: ORk SHT:. 7 OF System DescriDtion The DSC Internal Basket Assembly is made of the following components: a) Spacer Plate (9) b) Support Rods (4) c) Guide Sleeves (24) The Guide Sleeves run through the Spacer Plates and remain in the DSC during Fuel Assembly removal by means of Guide Sleeve Extraction Stops (see Section 4.2). The Fuel Assemblies with Grids and End Plates are slid into the Guide Sleeves (see Figures 4.5.1, 4.5.2, and 4.5.3 on the following page). 0 1.1 tL .7 - I I I %) SPACAT:PLAT: PLAN 'JLES'
HABGE-01/99-0745, Revision 2 HOPPER AND ASSOCIATES ENGINEERS-CALCULATION SHEET TITLE: --NEWDSC STRUCTURALANALYSIS DATE: 01113/99 PACE: 213
SUBJECT:
4.0 ANALYSIS - BY: Mrs CK: .R: SHT- j OF 2S o' 10o1f4aIO.O "0 I.I .... 1/
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- RHOPPER AND ASSOCIATES HASGE-01/99-0745,ReVsn2 GENGINEERS' CALCULATION SHEET
. TITlE: NEW DSC STRUCTURAL ANALYSIS IDATE: BY: AZ5 01/13/99 CK: !S PACE: 2I HT..__.._OF e 2*
SUBJECT:
4.0 ANALYSIS MAr-iAL5 :
.Spacer Plats. Carbon Steel ASME
. SA516 GR70 Type 30A Guide Sleeves Stainless Steel ASME SA240 Type 304 Gr id Plt 2IInconel
HOPPER AND ASSOCIATES HABGE-01199-0745, Revision 2 ENCINEERS CALCULATION SHEET
- TITLEI NEW nC STRUCTURAI, ANA LYSIS DATE:--' 01113199 PACE: s/ $
SUBJECT:
- 4.0 ANALYSIS __BY: AO5CK: si sr.ST: 0F 2 5
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. ENIER CALCULATION SHEET
- TITIm E NEW DSC STRUCTURAL ANALYSIS DAT FE: 01/13199 PACE: i?/ 4,
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HOPPER AND ASSOCIATES HABGE-01/99-074 5 , Revision 2 ENGINEERS CALCULATION SHEET . TITLE: :NEW DSC STRUCTURAL ANA LYSIS DATE: 01/13/99 PAGE: - 21 --
SUBJECT:
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4.0 ANALYSIS BY:.AJ CK: Sg. SHT: 13 OF 2 S Cq-1,4rCK DEfLEC.LTCtJ - 1'O6 t-4O!NC, ANAL.IC/IS PA 31 A W- 3.f7 x3I = 2%8c..5-Z Lbs J-2236-.Ba Lbs Thl5 qxl,5ts ome, Q wie&Ad sk3.e ;te side Is CavvlinAjD l 1 _D s" pporteJ
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)3 HOPPER AND ASSOCIATES HABGE-01/99-0745, Revision 2 ENGINEERS CALCULATION SHEET O Tr1rLE: I NEW DSC STRUCTURAL ANAlYSIS - DAl rE: 011M3199 PAGE: - Z
SUBJECT:
4.0 ANALYSIS, -- - BY: :43 CK: 5R- SHT: e OF Z2
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1-; HOPPER AND ASSOCIATES HABGE-01/99-0745, Revision 2 ENGINEERS , CALCULATION SHEET.
- TITLE: ._
NEW DSC STRUCTURAL ANALYSIS DATE; 01/1399 PAGE _ Z___ - -
SUBJECT:
4.0 ANALYSIS BY: AJS CK: 5ST SHT: /5 OF 5 lnrqre tIENe;GY 4 a,(. I , H I ; I 1-1 3. 0.ZSf - 'I. 1"- 3.02S8 a .i
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HOPPER AND ASSOCIATES HABGE-01/99-0745, Revision 2 ENGINEERS CALCULATION SHEET
- TlTLE: I NEW DSC STRUCTURAL Al NALYSIS DATE: 01M3/99 PACE: -2___
__-_ 1
SUBJECT:
. 4.0 ANALYSIS -- BY: AJS CK: S SSHT:K 4OF 21O At Y,c-LD,,
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HOPPER AND ASSOCIATES HABGE-01/990745, Revision 2 - ENCINEERS-CALCULATION SHEET 0 TTiT LE: NEW DSC STRUCTURAL ANALYSIS DATTE: 01M3199 PACE: 2% 2 SulBJECT: 4.0 ANALYSIS _._- - BY: :Aly5 CKi Sf- S)IT: I -OF 2-t ANSYS R'LNN Thec coryvpkutcy proyran 4A_5SS e. WE be rurn to vcriyj thie Kanr ca c-Qkabons, The rnr we~e be- basei on tpe Lpteefevxce 'ti'] aatao ie .o. c oys t
'tJA 75gr x 7Z-S = 541) e&s.
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'-4.Z, KS(-< c X 63.S = 57. IS kS l 0. K.
HOPPER AND ASSOCIATES HABGE-01/99-0745, Revision 2 ENGINEERS CALCULATION SHEET TITLE NEW DSC STRUCTURALANALYSIS DATE: 0113199 PAGCE :23
SUBJECT:
4.0 ANALYSIS -BY: AJ5 CK: SR- SHT:ij. OF 25
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/COM.ANSYS
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1g1X HOPPER AND ASSOCIATES HABGE-01/99 0745, Revision 2 ENGINEERS . CALCULATION SHEET . TIEE NEW DSC STRUCTURAL ANALYSIS DATE 01113199 PACE: _ 2_ _
SUBJECT:
4.0 ANALYSIS BY:__ __ CK: Siz. SHT: I J OF 2Z ameshall save Isel.s.fine..1,3.2 allsel,belowline dall,all ailsel Isel,sline,,5,7,2 allsel.below.line d,all,all ailsel save fini Imenu,off 1solu antype.static NLGEOM.ON AUTQTSON Isels,sine,,2 allsel.below,line fall,fz,430 allsel TIME,1.0 DELTIM,.0I,.Q01,.05 NEQIT,50 c-CNVTOLU,,.O1 c"'CNVTOL,F,,.O1 OUTRES,ALLALL OUTPR,ALL.ALL PRED,ON SSTIFON solve fini Ipastl set pins.epto,int
a& a ANSYS .. MAY 5 1998 3ti I' 10:23:40 PLOT NO. I O C)I I NODAL SOLUTION (0 i i STE:I?=1 (I is :: I
! , -. SUB =23-TIfMl1 CD I SINT (AVG) ; l Ie TOP
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,. I I
i . - SMX =47274
- 883.109 6038 11192 i- 16347' l - 21501' j,, 26656 -
,,, 36965 47274 i
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- - --- WT lily
'a H HOPPER AND ASSOCIATES HABGE-01/99-0745, Revision 2 ENCINEERS
- CALCULATION SHEET
. TITLE: NEW DSC STRUCTURAL ANALYSTS DATE: 01M3199 PACE: , S' 26AS
SUBJECT:
4.0 ANALYSIS BY: Ass5 CK: 5R SHT: 2yA oF 2i
'-I Conclusion The analysis to determine the deformation and stress of the guide sleeve due to an offset of the bottom fuel end plate during the horizontal drop case has been performed. The results of the analysis are shown in Table ALSO. The deflection as a function of the offset is plotted on Figure 4.5.4. The acceleration required to yield and pierce the guide sleeve wall are shown in Table 4-.2. With acceleration required to pierce the guide sleeve greater than 75 g's, the fuel assemblies will remain retrievable.
Table 4s. 1 Load Guide Sleeve Deformation (LBS) (in) 0.5992 offset 0.9742 offset l g s 73.77 *N/A N/A 31 g's 2287 0.066 O-lIZ 75 g's 5333 0.160 6-7 Table 4.-52. 0.5992" -0.9742" Offset Offset Acceleration to yield guide sleeve .62 g's.. 43 g's Acceleration to pierce guide sleeve 224 g's 154 g's
HABGE-01/99-0745, Revision 2 HOPPER AND ASSOCIATES
'ENGINEERS
* .CALCULATION . SHI -=ET Il
. TITLE. A osc rTOcM9z&41vhcys;5 DATE: _Z3li I PAGE.: e0 l'9L
SUBJECT:
_-f 0 AAiWYSI$ BY: . J CK: lo te 6 OF ;_ SHTJJIa (jUIDE SLEEVE/SPACEK DISC INTERhFEKENCE CHECK I
. S .
a ss - 10.38 x 104 in/in 'F @I600 °F a cs,= 7.88 x 1O6in/inoF @ 460 oF Spacer Disc Hole Opens: . (9.055) (460-70)(7.88 x 10)
. .028 "
New Spacer Disc Hole = 9.055 + 0.028
= 9.083" G.S. expands: = (9.04) (600-70)(10.38 x 104j.
= .0497 "
New Spacer Disc Hole = 9.045 + 0.0497
= 9.0897" 9.083" < 9.0897"
.007" interference
-Without Thermal Growth:;
9.055-9.04 = .015 i Fixing fabrication. Tolerance issue will fix thermal expansion interference of .007" SPACER DISC MINIMUM HOLE SIZE
. ." i 9.1 '0.015 - . 2(.015) = .9.055 nominal .Fabrication Alurminum Spray size I tolerance coating GUIDE SLEEVE MAXIMUM SIZE 8.7 + 0.12 + 2(.105 + .005) = 9.04 Inner Dirn. Fabrication Wall Thickness Tolerance and Tolerance I
c0 -4 4-Guidesleeve Deflecfion vs. End Plate Offset m w . 0 z (0 0.5 (0 Z.. Z Max. YJL + 10% M to , 0.45 C,, C) 0 I la. Reported Wttqz CA
- e
- 0.4 z
-i 0.35
. K 0 0.3 75 g.'s / r- m C,
q 0.25 22 0.2 : ~Max. - - VW + I UMI 0 w n 0.15 F3 // s 1.5 U) K
* -I max Reore _v. .
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HOPPER AND ASSOCIATES HABGE-01/99-0745, Revision 2 ENCINEERS CALCULATION SHEET TMTLE: NEW DSC STRUCTURAL ANALYSIS -DATE: 01M13199 PACE: 2.2s
SUBJECT:
4.0 ANALYSIS - BY: 4-T CK: -S SHT: 23 OF2 C,#9Zk, 1VVAZ^Ir7s~l- -sv s cSo '..* YZ NZ o iF 3 I /v.4 S - 7;
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HOPPER AND ASSOCIATES HABGE-01199-0745, Revision 2
- ENGINEERS CALCULATION SHEET
. TITLE: NEW DSC STRUCTURAL ANALYSIS DATE: 01113199 PAGE: ________
SUBJECT:
4.0 ANALYSIS BY: A3-- C: 5 SHT: 2 OF5 L %"44,k' 5#e,4- F04 fiE *-6Vs.5 I i" Ce0 -rJ4uouS' A-I Ed r.. tD= S7"
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HOPPER AND ASSOCIATES HABGE-01199-0745, Revision 2 :ENGINEERS CALCULATION SHEET TITLE: _ NEW DSC STRUCTURAL ANALYSIS .DATE:, -01/13/99 PACE: Z 3 0o
SUBJECT:
4.0 ANAIYSIS 8Y: AZ CK: 5k ST: 25 OF :2 i-CKEW WELD FOV- M15AL1CNMzr-T COY SIT.Q
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, (.. 1,Z., 16.,
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ER AND ASSOCIATES HABGE01/99-0745, RevisIon 2 v ENGINEERS CAILCULATION SHEET
- TILE: NEW DSC STRUCTURAL ANALYSIS DATE: - 01113199 PACE: 2 3 1
SUBJECT:
4.0 ANALYSIS _BY: AZ CKi SP= SHT: I OFr.-L 4.6 WELDS ANALYSIS This section evaluates the DSC Shell and Cover Plate welds and evaluates the Spacer Plate to Support Rod welds. For the Guide Sleeve weld evaluation, see Section 4.5. An efficiency factor of 50% for the welds was used by the allowable stress criteria. According to ii Reference 4, Table UW-12, this efficiency factor used is very conservative and satisfies the welds design criteria per the Topical Report [Ref. 1]. 4.6.1 DSC SHELL AND COVER PLATE WELDS EVALUATION DSC SHELL WELDS: The DSC shell is manufactured from pieces of cylindrical plates. These shell pieces are welded together by Full Penetration weld seams both longitudinally and circumferencially. By definition, Full Penetration welds are as strong as the base metal material. Therefore, the DSC shell is treated as a single piece of element, and no weld analysis is done for these welds.
"Full Penetration" Weld Seams DSC Shell
HOPPER -AND ASSOCIATES HABGE-01/99-07 4 5, Revision 2 ENGINEERS CALCULATION SHEET
- TITLE: NEW DSC STRUCTURAL ANAIYSIS DATE . 01113199 PAGE: '1 3 Z:
SUBJECT:
.4.0 ANALYSIS - BY:, A5S CK; SR SHT: . OF i f....
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HOPPER AND ASSOCIATES HABGE-01/99-074 5 , ReVision 2 ENGINEERS LCULATION SHEET TITLE: NEW DSC STRUCTURAL ANALYSIS DATEF 01/13199 PAGE: 2 3-3
SUBJECT:
4.0 ANALYSIS aBY: .A . CK: sr SHT: 3 OF 1A 77C- St.4Pfbg7S 7~E5 were. hr or- 77;s 7"op S 4 Sp&t Pt.ud A sssmei.y ,4 aot4r Soc°u s , Tr7e supmer ?-t)W iS Is A" A 3 oo (4:. 77W I CkRIt"L> L0A bJAJ(~6 eO PrIl77O?- OCc-CR-S DWZIN6 A y ve7rA r9P , P p -~ 7 , 30 = 2- t lf r- = 6 22-s5 x {,5/)= _AI 23,t4y plk 2 Or-= .- = - t 2 7/( 2. -7S ( Y. 4 ?o7 ( 4e))= ° 7 4S/=L-
" V2sSS Q Ž/
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- _33__ _ = ctt24 oc
= 2 rr '3 ? (,+ (0 6,,L - -)
5tI - @4 j- - cU; " 1::T 1,-
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HOPPER AND ASSOCIATES HABGE-01/99-0745, Revision 2 ENGINEERS CALCULATION SHEET
- TITEr NEW DSC STRUCTURAL ANALYSIS DATE: 01113/99 PAGE" 2 3 5t°{P SUBJECT. 4.0 ANALYSIS - BY: kLs CK: S SkT:jf.4 OFrL.
~ *eLA 1~Lb PLV(~ VCb
. p .o .
Tl-he rutdr 7op PL. Pos-.7 - J A-p~s LoA,>'s6c Ojq.y PtV6 A -ftr.~~J ALL,- 071--? 4V2~ C1AG~l wo
.7Vp 51- PLI6 AS~r-3L..Y 15S A-tcokq- 0c2no
; 4b , -. '.1 a S r-ej ,7 S Jr4 86 .- e v A ,J A-, ._
HABGE-01/99-0745, Revision 2 HOPPER ANND ESSOCIATES CALCULATION SHEET TITLE: HVIS D SE S UC7(i(4 4,Y5/S DATE: /r/7 2 PAGE:.z :?R e
SUBJECT:
1 stat" BY: CK: Ax w SHT: Y17 OF /
'F4'V&75 9~4Mis~t [Sec. 91/
_(-s< 1 0
HOPPER AND ASSOCIATES HABGE-01/99-0745, Revision 2 ENGINEERS CALCULATION SHEET TiTLE: - NEW DSC STRUCTURAL. ANALYSIS DATE: 01113199 PACE: .2 3 S : airItT-. -A a~k. - A ANAT V.YR v --r. - s By. __Ts CK: 0A SHT: 5- OF SHT....
,7oSf gcXe- Wcb VICb
-- Is qs4'EL8 74 AA 1A.6 AtAAI .S C5rC,7/ 9'. / 3 g Z.z qS-4 S,(E£}D ¢EJ Botoma caStsn gcptss welds ts toZ4/" I 4-qA3e~r ..
. . _ . . ~ ~. ..........
Bottom lead casing plate welds '~'
- The bottom lead casing plate is welded to the lead casing shell plate by a 1/4" groove weld. The shearing load on this weld is equalto the dead weight of the bottom shield plug and bottom casing plate, say conservatively ?SOO lbs., when the DSC is lifted into the transfer cask. The weld shearing stress isaPlAwE,,=7500 wel /(.25X27c 33) = 0.14 ksi -
is wiell within'theiallowable. '-, , .,;,; ,:
'The lead casing shell is welded to the bottom cover plate bya %" groove weld on the outside, and a 118" fillet weld on the inside. These welds carry virtually the same loads as the 'A" groove weld between the lead casing plate and lead casing shell and are O.K. by inspection.
5 5116" bdttom weld applied to the plug post and bottom cover plate interface (not pictured) is a non-structural weld and need not be analyzed. LIAT CA IJC.,- . bC ' .' " L&% C(A A4 StM PLAT (Y"' Trmtv' Y 'II Ir a
I HOPPER AND ASSOCIATES HABGE-01/99-745, ReViSion 2 ENGINEERS CALCULATION SHEET TTL t . NErWur L=;Y rcf' q-rDTTI'1TY) AT
- .**A
- '-VI_- -
AVNAT VL 1'S DATE: 01/13/99 PAGE.' 2 3 6
SUBJECT:
4.0 ANALYSIS ,Y: A---d CK: at Set;: G OF a i. i:'1-. Fapg eW*LUA'T10N OF cASJSL-I 51 p S
'6,= Y- Pi Is S SS nIf
'i.
1 11.
- 3. C .APPLE ??I-JG Ar-SS M LY W
- The grapple ring is welded to the grapple ring shell by'a fMll penetration groove weld. Full penetration welds need not be evaluated.
- The grapple ring plate is welded to the grapple ring shell on the inside by a 3/8" groove weld with a 1/8" fillet weld cover, and on the outside by a 1/4" fillet weld. These welds carry some of the lead shield during a vertical lift. Since the 1/4" groove weld around the bottom lead cover plate is adequate under this loading condition (sze.e; previous sk Aet ), this weld is adequate by inspection.
- The grapple ring shell is welded to the inner cover plate by a fuill penetration weld with a 1/8" fillet cover weld. Full penetration welds need-not be evaluated.
- a. 1/8" cover fillet over a fill penetration groove weld applied to grapple shell ring plate and bottom cover plate interface.
ajn Ar$L 4, ly Nez-essA12. Tras IS A -UP $72ucURAL IWT7GeI-rr Fop C APne 5S4 RJIH6 PLtAeF IS. I-%AlMTAItJ Be 7he APPLIEb Gad COD. This weld sees a maximum load of 80 kips as the DSC is pulled by the grapple assembly. The total stress on the weld is:
=P / AWELD 80 / (n 16) (3/4) = 2.1 ksi which is less than 0.5Sm - 9.35 ksi for Level A primary stresses. Therefore the weld is acceptable.
)
HOPPER AND ASSOCIATES HABGE-01/99-0745, Revision 2 ENGINEERS CALCULATION SHEET TITLE. - NEW DSC STRI XCTURAL ANALYSIS DATE: 01113/99 PAGE. 23 Z T:
SUBJECT:
4.0 ANALYSIS . BY: A-7l CK: 4 -SHT: e OF L '
- b. 1/8" cover fillet over 3/8" groove weld applied to outside of grapple shell ring plate and lead casing plate interface.
So AWALYSIS Y 7Ihs is A WAKCEU4 P SOULD. s Cru-AL I762, Fok
-,ippLM SH- aW 'PLAAT 15 'rnAlWM1g BY -Nm ,A-pP4 ,I . G 200V e41Ec4: 62ve; c wVCp,...
This weld sees a maximum load of 80 kips as the DSC is pushed by the grapple assembly ram. The total stress on the weld is: a = P AwL 80 /.(n 14.5) (R =4.7 ksi which is less than 0.5Sm- 9.35 ksi for Level A primary stresses. Therefore the weld is acceptable. 1 A, Vf4.r1 A-v-Ab SITHF>O P0r- cHvcovO ure- t The vent and siphon port cover plates form part of the pressure boundary. The plates ar.e 1.95" in diameter and are welded to the drain and fill port by 3/16" groove welds L>]. Under worst case conditions the plates will carry a pressure of 50 psi. weld stress: a = P/ AWED - (50 psiX7z 1.952/4)1 (3/16Xin 1.95 ) =0.13 ksi.
I .-
)1 HOPPER AND ASSOCIATES HABGEQ01/99-0 7 4 5 , Revision 2 ENGINEERS CALCULATION SHEET
. TITLE: NEW DSC STRUCTURAL ANALYSIS DATE: 01113199 PAGE; Z 38
SUBJECT:
4.0 ANALYSIS BY:_ A.5 CK: R SHT 8 OF /
!7-, V;FA/Wp gP, it5;41 BoutwqcA 2 ty The vent/siph~on block makes up part of the pressure boundary. The vent/siphon port is welded to the DSC shell by 3/16" groove welds in two places and 5/16" fillet welds in four places, and to the support ring by 3/16" groove welds in two places.
. *.,; jo. .
Conservatively the vent/siphon block is 15" x 5". Therefore the welds see a maximum pressure loading of:
- P = (50 psi)(15 x 5) = 3750 lbs.
Assuming that the 1/4" groove weld between the block and the shell takes all the load, the maximum shearing stress is approximately: a = P/ AWELD 3750 1(3/16)(15) =1.33 ksi. l
HABGE-01i99O745, Revision 2 HOPPER AND ASSOCIATES ENGINEERS CALCULATION SHEET
- TITLE: NEW DSC STRUCTURAL ANALYSIS DATE: 01M13i99 PACE -23 -
SUBJECT:
`4.0 ANALYSIS BY: A:S7 cK CK ' SHT: OF 4.6.2 SPACER PLATE TO SUPPORT ROD WELD EVALUATION During a vertical drop of the Dry Shielded Canister (DSC), the welds between the Support Rod and the Spacer Plate will experience loading from the selfweight of the Spacer Plates.
The following calculation will evaluate the weld using a combination of hand calculations and using the moment acting on the Support Rod/Spacer Plate weld calculated previously by means of an ANSYS finite element model (see Section 4.4.8).' ANALYSIS APPROACH eThe stresses in the welds will be calculated first by finding the loads acting on the Support Rod based on a 75g drop acceleration. The loads (axial and bending) transmitted from the Spacer Plate to the Support Rod will then be used to evaluate the weld stresses and compared to the allowable stresses. RESULTS
SUMMARY
The welds between the Support Rods and the Spacer Plates have been evaluated and are found to be adequate. The maximum weld stress is 13.4 ksi, which is within the allowable stress of 21.6 ksi. . SYSTEM DESCRIPTION The welds being evaluated are located within the DSC Basket Assembly. The DSC Basket Assembly is composed of nine (9) Spacer Plates, four (4) Support Rods, and twenty-four (24) Guide Sleeves. Geometries for the above components are from the drawings [6].
'-'U-HOPPER AND ASSOCIATES HABGE-01/99 0745, RevIslon 2 ENGINEERS CALCULATION SHEET
. TITLE:. - NEW DSC STRUCTURAL ANALYSIS DATE: 01/13199 PAGE: -NOD
SUBJECT:
4.0 ANALYSIS BY: AJS CK: 6K SHT: 1D OF J ASSUMPTIONS AND REQUIREMENTS All assumptions are stated in the calculation portion of this section. CALCULATION METHOD A combination of computer models and hand calculations will be used to evaluate the welds. Hand calculations will be used to check weld stresses. Hand calculations and a computer model will be used to check weld strain. ANALYSIS CRITERIA
- Loading: The DSC Basket Assembly will be subjected to vertical accelerations of 75g's.
- Allowable Stresses: Allowable stresses are taken from Section 3.3.
HOPPER AND ASSOCIATES HABGE-01/99-0745, Revision 2 ENGINEERS CALCULATION SHEET . TITLE:__ NFW DSC STRUCTURAL ANALYSIS DATE: 01/13/99 PAGE: 2 e I. $,: SU1JJECT: 4.0 ANALYSTS BY. ATS CK: SK SHT: J OFJ ff
,_-2CPti-MT O W. 4-o u~se joint
.10 Z '. 3+
,I U
.Tcb-§ uW,]Z SUfPPOg7- Rob/ 4CC - PLaI OL-I e qFlG U4AflOI toE6tA1Ob 6
* - I :_
_ . , I
ii I) HABGE-01/99-0745, Revision 2 ERAINEERS CALCULATION SHEET 0 nTI LE: NEW DSC STRUCTURAL ANALYSIS _ - DATTE 01/13/99 PAGE ____ __Z_ Sul BJECT: 4.0 ANALYSIS BY: l CK: VL SHT: 12. oF N 3 vt t cotnnevon btweevi tk-e *od cavcl tike ct~.elr 8A 1sk ,t coxn be coss'-nieI {V4At tlke- wee1 neec-s to -- favisiec ovie tVie sh1ieac , ART-e EC:S. vjk~Iee-inck l9 1,trlnsferrecA -,iroul b-cv% kviem-y fOc od Vc spock-er ctsk. even . tve dbd ncs not exts+/- dJV reslsa~ice woJe\J be pye seYt Ft~e) ewYe vitc1eo~te- volweQ9 WCtteRYQ~~tCWeSAbY%58jey-ly: s r bevigivlq
-Z"Dq ~ 4 Xcx~1;re,( t(r-~O %AQ\j1 WeLOveecz-.
HOPPER AND ASSOCIATES HABGE-01/99-0745, Revision 2 ENCINEERS-CALCULATION SHEET TITLE: NEW DSC STRUCTURAL ANA LYSIS DATE: 01/13/99 PAGE: 2 t3
SUBJECT:
_ 4.0 ANALYSIS - BY: -AS CK:AH JHT: OFr )J vjeck 8i-envcss,
. r-..
I '.-' 1 t-Eyfectwbe -Tkicjgt -. 1
+Z5t-.17S J .,1'.5 ' ' "
4k(CeCS 7 TT RM t
- R m 3 + 3.25- -_ S.sl -I Nfet=Z1(~as)(-S - '3.,B in,/ee I . o-3 wel-d
., (, BVS,.S7S )(.7S-
- Z f -- (i S c t S5)i s 2 Y
(.9s3S .ItS.*
- - - - 0.64Z. IY Lock As ye= 1 II9 - I ohA /4ps
'If O2, mory-ecvjt 1s5 foptd i5rom 5ecjoiu q.I t . 8
, = 66,, At k ip - .n~
i HOPPER AND ASSOCIATES HABGE-01/99'0 7 4 5, Revision 2 ENGINEERS CALCULATION SHI 'ET . TITLE: byW 1:SCc 57ZuWrLPAL 1 iAU rsSi DATE: 13 PACE :
SUBJECT:
4,O APAIurKS/S BY: Az5 CK: Sk SHT: }5 O16 i i i CA CV- L.,4r s s 4 a..'la I . VA = djt,k, L / 1-0tq
/, 2 ks; 2 a
- 2. '-
0- 66 Jtq I-,33 Xs,' 6 g1, __----- ~ 2 vdx qu 2 Y . ,2 x 3.8
) > _\//3.33t 4- }112 tc- Lo+,& b Mtw- W
. I Jk;<. (.} s,0A ) - B/ Y- L.5 '
=~/ 3. At/ 0, 1,.
HOPPER AND ASSOCIATES HASGE-01/99-0745, Revision 2 ENCINEERS CALCULATION SHEET TITLE. -- NEW DSC STRUCTURAL ANALYSIS DATE:; '01114199 ~: PACE: ____________ SUB3JECT:
5.0 CONCLUSION
S BY, AJ.S CK: SP- SHT: I OF 5s
5.0 CONCLUSION
S The governing stress intensities for each DSC component are summarized in Table 5.1 below:. 1, . . -.. I Table 5.1 - Maximum Stress Intensity .t . , ,, -' .. . 1. I jComponent SDr=s GOVERNING STRESS INTENSITY
SUMMARY
(KSI) Type _ _ _ _ _ _ _ _ _ _ _ __ _ _ Dead Pressure ____Handling
.Wih
- omlHydro Blowdown Accident Accident ThfnlNormal Off- Drop Sebisic (DW~) A A B C D), Normal DSC PM 0.13 0.61 1.28 2.4 3.1 3.1 -1.0 '1.8 9.63 0.
Shell FL [.65. 0.74 1.73. 3.0 3.7 - -1.0 - 1.8 12.0 PL~ a~ Ji2 3.30 4.9 6.2 - 2.5 12.9 1635
* .. .* - 30.0 - -
Ti13 0.34 0.99 1.7 15.8 1.0 -. 2 Pressur Plate PL+PD`. 0.19. 1.07
. 1.69
-5.35 48.4 -
19.9 A1.0 14.6 0.48 I Top - ,. 0.19; 13A - , 14.0 0.3 Structural PL+-PB 0.35' A9 - 5.96 7.45 . - . l.0 26.1 0.7 plate Q. - 22.2 Top - PM . 0.10 OA0.4 0.50 - 1.0 Lead. PL+PB 0.30 0.63 - 2-5t 3.2 - 1.0 - 22.8 0.30 liner , Q -,47.0 -- Bottom - Pu 0.13 0.10 0.13 0.40 0.50 1.07 - 1.0 .- 9.5 0.22 Cover, PL4P8 0.33 1.25 0.89 5.0 6.25 6.25 - '32 6.5 25.0 0.65 Plate Q - - --- -14.0 -- Bottom - PM 0.26 - - 1.0- - L1-ad, PL4PB. 0.33 0.58 - 1.0 - 25.0 *033 Q . er -42.5 -
---- Pu . 0.57 - . 1.14 41.1 1.43 Spacer PL+Pn D 1.24 --..- 2.48 -i 41.1 3.63' Disk Q - , -. -. - 31.8 .
Pu 0.23 - .-- .6 .- 17.0 Support PL+PB 0 42.0 () Rod Q - . - - .. - ---- Pu - . . - . - -. - 133 Guide PL+Pa8 Sleeve Q -- -.-
- 1. Handling loads envelope seismic loads, use handling loads for seismic load combinations.
HOPPER AND ASSOCIATES HABGE-01i99-0 74 5, Revision 2 ENGINEERS CALCULATION SHEET . TITLE:. NEW DSC STRUCTURAL ANALYSIS DATE: 01M14199 PAGE: 2 q 6
SUBJECT:
5.0 CONCLUSION
S BY:S CK: SE. - SHT: 2 OF s a% The maximum stress combinations for ASME Service Levels A, B, C, and D are added algebraically and shown in the tables below: The calculated component stress intensities have the capability to withstand all the design loading combinations, in compliance with the requirements of ASME B + PV Code, Section III, Subsection NB. Table 5.2 - Load Combinations Level A i Load Combinations Level A (ksi) (I) . Component Stress Type A 2 A3 A4 Allowablc _DW+T+Pk DW+T+PNt+Lm DW+T+PN+LN S.). PM 141 1.4._ _18.7 DSC P. (8391 10.7 , 28.0 Shell PL+P8 t 02 110.6l 143 18.0 Q - _02 ,lt}.t56. Top Pressure PM PL+P8 1.2 1.88
.7 2.26
.3 1.19*
87 28.0 I. Plate Q 21.8 22.2 21.1 56.1 Top PM 0.19 1.54 2.59 18.7 Structural PL+PB 035 2.84 731 28.0 Plate Q 22.6 25.0 29.5 56.1 Top PM - 1.10 .4 18.7 Lead PL+PB 030 1.93 3.80 28.0 Liner Q 47.3 48.9 50.8 56.1 Bottom PM 026 1.23 1.53 18.7 2 Cover PL+Pa 1.22 4.78 8.53 28.0 Plate Q 15.2 18.8 22.5 56.1 Bottom PM - 1.26 1.0 18.7 Lead PL+P, 0.33 1.91 1.33 28.0 Liner Q 42.8 44.4 43.8 56.1 PM 0.57 1.71 1.71 21.7 Spacer Pt.+P" 1.24 3.72 3.72 326 Disk Q 33.0 35.5 35.5 67.5 PM 0.23 0.69 0.69 18.7 Support IL+PB - 28.0 Rod Q - 56.1 1
- 1. Load combination AI from Table 3.1 is bounded by load combinations A2, A3, and M.
HOPPER AND ASSOCIATES HABGE-01/99-0745, Revision 2 ENGINEERS CALCULATION SHEET
- mILE: NEW DSC STRUCTURAI LANA' LYSIS DATE: 01M4I99 PAGE:
SUBJECT:
5.0 CONCLUSION
S BY: AZS -C -: - P -SHT: 3 OF 5 Table 5.3-Load Combinations level B
.Load Combinations Level B(ksi) (I)
Component Stress _ .. . . Type 1 -- - B2 . Allowable
. DW+T+Ps+L - DW+T+P,+l- - - S.l
- 2. 4. . 18.7 DSC I PL. 9.19 11.5 28.0 Shell PL+PB 210 ' 24.7 ' 28.0 I Q: . l. 1-* - .54 ,6.1
.PM7 0.1. .18.7 2*
Top Pressure PL+PB 1.26 0.19 28.0 r -Plate. Q.. 21.2 20.1 _ .56.1 Top 0.54 1.59 18.7 Structural !PL+PB . 1.84 631 28.0
- Plate ... Q . 24.0 28.5 _- _-6.1 Top .- P 0.10 0.40 18.7 Lead PL+PB 093 2.8 28.0
-Uner .. Q .. 47.9 _ 49.8 _ .56.1 Bottom PM 0.23 . - 0.53 18.7 Cover PL+P3 8.08 11.8 28.0
-Plate. Q 22.1 ... ; .25.8 - 56.1 Bottom PM 0.26 18.7 18-Lead PL+PB 0.91 0.33 28.0
- Liner -- .Q 43.4 - - 42.8 - - -56.1 PuM 0.57 0.57 21.7 I Spacer PL+PB 1.24 1.24 . 32.6 i
- Disk -Q .33.0 - - 33.0 -65.1 II Support ..
PU PL+PB .. 0.23 023
. .28.0 18.7 i Rod Q 56.1 1I 3
III
- 1. Load combinations B3 and B4 from Table 3.1 are bounded by load combination B2.
-- iiiiin HABGE-01/99-0745, Revision 2 HOPPER AND ASSOCIATES ENGINEERS CALCULATION SHEET TITLE: NEW DSC STRUCTL MRAL ANALYSIS l . DATE: 01M/T:99 PAEE: 211 :
SUBJECT:
5.0 CONCLUSION
S
,Y: A73 CK: 5f SHT: 4 OF 5 Table 5.4 - Load Combinations Level. C Load Combinations Level C (ksi) (1)
Component Stress Type CI C2 CS Allowable DW+l +l',,+E DW+-r+P,+LK DW+T+Pd+L. S.l. PM 4.0143 DSC 21.71 1PL4 . 32.4 Shell PL+PI 30. ° 6m 32.4 PM 2.05 - 2.83 . 1.84 21.6 IL Top Pressure PL+PB 6.02 . 6.54 5.54 32.4 Plate Top PM 2.31 2.99 1.99 ' 1.6 Structural PL+P9 8.5 8.80 7.80 j2.4 Plate Top PM 0.50 1.50 0.50 21.6 Lead PL+PR 3.8 4.50 3.50 32A Liner Bottom PM 0.85 .1.63 0.63 Cover PL+Pa 7.23 9.78 13.1 32.4 Plate Bottom PM 1.0 21.6 Lead PL+PH 0.66 1.33 0.33 32.4 Liner _ _ _ _ _ _ _ _ _ Spacer PM 2.0 1.71 0.57 Disk PL+PB 4.87 3.72 1.24 47.3 Support PM 0.69 0.69 0.23 21.6 Rod PL+PB . 32.4 I I. Load combinations C3, C4, and C6 from Table 3.lare bounded by load combination CS.
- 2. "Q" loads do not contribute to Level C stresses [4].
HOPPER AND ASSOCIATES HABGE-01/99-07 4 5, Revision 2 ENGINEERS CALCULATION SHEET TIE:. NEW DSC STRUCTURAL ANALYSIS DATE: 014iM499 PAGE: -_____ SUBJEC5T: r 5(.0 CONLUTIN . .I ' BY: &Ad5 - CK:.-- SP 5. SHT..-.
- S OF 5
.- - - -Table 5.5 - Load Combinations Level D 4.
Load Combinations Level D (ksi) (1) Component Stress
. Type D2 DW+ T+Pa+DL Allowable
.__ .__ S.. -
PM 12.9 43.2
*DSC PL.2 64 Shell PL+Pz 59.6 J64 I1 Pu 25.4 43.2 Top Pressure PL+PB 63.2 . 64 Plate Top Pu 14.2 43.2 Structural PL+Px 26.5 64 Plate . ,. - . :
Top Pla . - 43.2 - Lead PL+rP 23.1 64 Liner Bottom PM 10.7 43.2 Cover PL+PB 31.6 64 Plate . .. . . *. . . . Bottom PM 432 Lead PL+P8 25.3 64 Liner Spacer Pu . 41.1 : r . . . . 49 Disk (2) PL+PB 41.1 70 PM 17.0 43.2 Support PL+PB 42.0 64 Rods2) 2 .' I PM 13.5 600 F Guide Sleeve PL+PB _ 1t,
., I., .... . , , . . - .~,^ , , '.. ' . : - . . ,- ,
- 1. Load combination Dl from Table 3.1 is bounded by load combination D2.
- 2. Drop load for spacer disc and support rod includes dead weight.
- 3. "Q" loads do not contribute to Level D stresses [4].
HOPPER AND ASSOCIATES HABGE-01/99-0745, Revision 2 ENGINEERS . TITLE:
SUBJECT:
NEW DSC STRUCTURAL ANALYSIS
6.0 REFERENCES
CALCULATION SHEET DATE: BY: 12108/98 A4S CK: St PACE: ____ SHT: I OF 5
6.0 REFERENCES
- 1. Nutech Document, "Topical Report for the Nutech Horizontal Modular Storage System for Irradiated Nuclear Fuel", Nutech Document No. NUH-002, Revision 1A.
- 2. USAR, "Updated Safety Analysis Report", Calvert Cliffs Nuclear Power Plant ISFSI, Rev. 4.
- 3. Nutech Calculation Package, "Dry Shielded Canister (DSC) Structural Analysis", Nutech File No. BGE001.0203.
- 4. American Society of Mechanical Engineers, "ASME Boiler and Pressure Vessel Code",
Section III, Division 1, Subsections NB, NC, and Appendices, 1983 Edition.
- 5. American Society of Mechanical Engineers, "ASME Boiler and Pressure Vessel Code",
Section II, Part D, Subpart 2, 1992 Edition.
- 6. Transnuclear West Drawing i ECN-98-0516, Shts. 7 thru 14, Preliminary, 11/18/98.
- 7. ANSYS Inc, ANSYS Version 5.2, Houston, PA 1996.
- 8. CRC Handbook of Tables for Applied Engineering Science, 2 nd Edition, 1973.
- 9. Simitses, G. J., "An Introduction to the Elastic Stability of Structures", Prentice-Hall, Inc.,
1976.
- 10. Not Used l*. Not Used
-HOPPER AND ASSOCIATES HABGE-01/99-0745, ReViSion 2 ENGINEERS CALCULATION SHEET
- TITLE: NEW DSC STRUCTURAL ANALYSIS DATE: 12/08198 PAGE: .
SUBJECT:
6.0 REFERENCES
- BY: A3 CK: !t - SHT: 0 OF'
- 12. Not Used
- 13. Not Used -
- 14. BGE CMTR Material Properties Data, e-mail from Ingles to H&A, 10:43 AM, 12/17/97.
- 15. Roark, R. J. and Young, W. C., "Formula's for Stress and Strain", McGraw-Hill Book Company, Inc., 5th Edition, 1975.
- 16. Not Used
- 17. Nutech Calculation Package, "HEATING6 Data Reduction", Nutech File No. BGE001.0404.
- 18. Bednar, "Pressure Vessel Design Handbook", Van Nostrand Reinhold Company Inc., 1986.
- 19. American Society of Mechanical Engineers, "ASME Boiler and Pressure Vessel Code",
Section VIII, Division 2: Alternative Rules, 1992 Edition.
- 20. Not Used .-
- 21. SER, "Safety Evaluation Report", BGE001.002412, November 1992.
- 22. Fax, J. Remeniuk to P. Hasrouni, "Dimensional Tolerances", January 22, 1998.
- 23. American Society for Testing and Materials, Annual Book of ASTM Standards, Volume 1.03, 1984. - -
@ 24. E-mail, Usama Farradj of Transnuclear to Hopper and Associates, January 27, 1998.
U. p. HABGE-01199-0745, Revision 2 HOPPER AND ASSOCIATES ENGINEERS CALCULATION SHEET
- TITLE: NEW DSC STRUCTURAL ANALYSIS DATE: 12108198 PAGE :
SUBJECT:
6.0 REFERENCES
BY: Ax-SccaC j SHT: 3 OF->
- 25. BGE Letter from R H. Beall to M. J. Gahan,
Subject:
DSC Guide Sleeve to Fuel Assembly Gap Size, January 23, 1998. (NFM 98-026)
- 26. Baumeister, Avallone & Baumeister, "Marks' Standard Handbook for Mechanical Engineers",
Eighth Edition, McGraw-Hill Book Company, Inc., 1978.
- 27. Not Used
- 28. Not Used
- 29. Not Used
- 30. Nutech Calculation Package, "Supplemental Dry Shielded Canister Structural Analysis",
Nutech File No. BGE001.0203A.
- 31. Not Used
- 32. Nutech Calculation Package, "Preliminary Weight Calculation for NUHOMS-24P DSC /
Transfer Cask System", Nutech File No. BGE001.0201, Rev. 0.
- 33. AISC, "Manual of Steel Construction", Ninth Edition, 1989.
- 34. Blodgett, "Design of \Welded Structures", 1966.
- 35. Fax, Baltimore Gas & Electric Company to P. Hasrouni, "ISFSI Dry Shielded Canister
__ Internal Pressure Loads", February 12, 1998.
J.
'HOPPER-AND ASSOCIATES HABOE-01199-0745, Revision 2 ENGINEERS CALCULATION SHEET 0
TITLE: NEW DSC STRUCTURAL ANALYSIS DATE: 12/08198 PACE:' 2-53
SUBJECT:
6.0 REFERENCES
BY: AZ5 CK:.-LR - SHT. 9 OF 5
- 36. American Society of Mechanical Engineers, "ASME Boiler and Pressure Vessel Code",
Section VIII, Division 1, 1992 Edition.
- 37. Research Engineering, Inc., "STAAD-III Structural Analysis and Design Software", Release
- .22.0w, 1996. ; ;- -
- 38. Juvinall, "Fundamentals of Machine Component Design", John Wiley & Sons, 1983.
- 39. Hopper and Associates Memorandum to the Staff, "Verified Computer Programs", 10/3/98.
- 40. American Society of Mechanical Engineers, "ASME Boiler and Pressure Vessel Code",
Section II, Materials, Part C, 1992 Edition.
- 41. Email Penney File (BGE) to Hopper and Associates; data from John E.*Baum (E), 3/10/98.
- 42. Email Penney File (BGE) to Hopper and Associates; data from John E. Baum (CE), 3/13/98.
- 43. Fax Penney File (BGE) to Dave Hopper (H&A), 3/19/98.
- 44. Email, W. Bak (T.N.) to W. Brown (H & A); re: Canister Bottom Covcr'Plate Thickness, Feb. 18, 1998. - -. .
- 45. VECTRA Calculation Package: "BG&E DSC Evaluation for Reflood Event Press-ure",
BGE 001.0225, Rev. 0. . . -. - .
- 46. Fax, W.Bak (T.N.) to P. Hasrouni (H & A), 2/3/98.
- 47. Fax, W.Bak (T.N.) to P. Hasrouni (H & A), "Spacer Disc Drop Orientation", 2/27/98.
flml HOPPER AND ASSOCIATES HABGE-01/99-0 7 4 5 , Revision 2 ENGINEERS CALCULATION SHEET
- TITLE: NEW DSC STRUCTURAL ANALYSIS DATE: 12108198 PACE: 2 5
SUBJECT:
6.0 REFERENCES
BY: Ad CKZ 9t- SHT: 5 OF S
- 48. Hopper and Associates Calculation Package, "Final Weight Calculation of NUHOMS - 24 DSC/Transfer Cask System", May 1998.
- 49. Issue Report Nos. IR3-007-609 & 611, re: Misalignment of fuel spacer grids to DSC spacer discs, dated 3/10/98 & 3/24/98 respectively.
- 50. Hopper and Associates Calculation Package, "Modified Guidesleeve Extraction Stop Evaluation", HATNW-08/98-014, Revision 1, August 1998.
- 51. Fax, U. Farradj (T.N.) to D. Hopper / P. Hasrouni (H & A), 815/98.
- 52. Timoshenko and Gere, "Theory of Elastic Stability", McGraw-Hill Book Company, Inc., 2nd Edition, 1961.
- 53. Dowling, "Mechanical Behavior of Materials", Prentice Hall, Inc.,1993.
- 54. Hopper and Associates letter from Kenneth L. Saunders to J. Todd Conner,
Subject:
New DSC Design Review Comments Response, March 22, 1999. (HABGE-03/99-0766). 55: BGE memo from J. T. Conner,
Subject:
Final Comments on ISFSI ECN 98-0516, March 4, 1999
- 56. TNW letter (BGE02-99-023) from Usama Farradj to Robert Beall,
Subject:
Resolution of Guidesleeve/Spacer Disc Thermal Growth Issue, March 23, 1999.
- 57. TNW Fabrication Specification for NUHOMS-24P System, January 1999. (BGE-02-107).
/5A a 1')-Z.1L J657J 14I06PS//A1 r fVI6cJ oF R
<-or 1AsP. E&6C-rC CcL.-y&r cLIcFs5 I/ q;oM "r RZc A/.
01owl 3 - co0ve -ooe 12e l 1, C)lfye _
HABGE-01/990745, Revision 2 HOPPER AND ASSOCIATES ENGINEERS
. C. .LC A O S-.. .E.
CALCULATION SHEET
- flL:_ NEW DSC STRUCTURAL ANALYSIS DATE: 01/14/99 PACE.' Al -
SUJEucT:. APPENDIX A BY: A23 CK. St- SWT: I OF 41 APPENDIX A ANSYS PLATE AND ROD ANALYSIS
. )1. 1:
,. . S I . I
- o : -
_______________________________1V 11!1Z U. HASGEO11990745, Revision 2 At /COM ANSYS PLATE Atb ROD COUPLED MODEL FOR PLATE VERTICAL DROP ANALYSIS /COM,ANSYS REVISION 5.2 UP020996 16:08:16 - 01/14/1999 /PREP7 /NOPR /TITLE, ANTYPE, 0
- IF, CDRDOFF,EQ,1,THEN Uf solid model was read in CDRDOFF= !reset flag, numoffs already performed
-ELSE !offset database for the following FE model NUMOFF,NODE, 2233 NUMOFF,ELEM, 3307 NUMOFF,MAT , 2 NUMOFF,REAL, 1 NUMOFF,TYPE, 4
- ENDIF ET, 1, 63 ET, 2, 4 ET, 3, 21 KEYOP, 3, 3, 2 ET, 4, 45 KEYOP, 4, 1, 1 KEYOP, 4, 6, 3 DOF,UX ,UY ,UZ ,ROTX,ROTY,ROTZ, R,R5.0, 1,LOC, 1, 1.50000000 f TYPE, 4 REAL, 2 N,R5.1,LOC, 1, 0, 23.9500000 13.6700000 N,RS.1,LOC, 2, 0, 23.9500000 13.6700000 1.09500000 N,R5.1,LOC, 3, 0, 23.9500000 13.6700000 2.19000000 N,RS.1,LOC, 4, 0, 23.9500000 13.6700000 3.28500000 N,RS.1,LOC, N,R5.1,LOC,-
5S 6, 0, 23.9500000 0, 23.9500000 13.6700000 13.6700000 I 4.38000000 5.37461538 N,R5.1,LOC, 7, 0, 23.9500000 13.6700000 6.36923077 N,R5.1,LOC, 8, 0, 23.9500000 13.6700000 7.36384615 N,R5.1,LOC, 9, 0, 23.9500000 13.6700000 8.35846154 N,R5.1,LOC, N,R5.1,LOC, 10, 11, 0, 23.9500000 0, 23.9500000 13.6700000 13.6700000 I 9.35307692 10.3476923 N,RS.1,LOC, 12, 0, 23.9500000 13.6700000 11.3423077 N,RS.1,LOC, 13, 0, 23.9500000 13.6700000 12.3369231 N,RS.1,LOC, 14, 0, 23.9500000 13.6700000 13.3315385 N,R5.1,LOC, 15, 0, .000000000 .750000000 4.38000000 N,RS.1,LOC, 16, 0, .750000000 .750000000 i, 4.38000000 N,RS.1,LOC, 17, 0, .750000000 .000000000 4.38000000 N,RS.1,LOC, 18, 0, .000000000 .000000000 4.38000000 N,R5.1,LOC, N,R5.1,LOC, 19, 20, 0, 9.85000000 0, 1.66000000
.750000000
.750000000 I 4.38000000 4.38000000 N,RS.1,LOC, 21, 0, 2.57000000 .750000000 4.38000000 N,R5.1,LOC, N,R5.1,LOC, 22, 23, 0, 3.48000000 0, 4.39000000
.750000000
.750000000 I 4.38000000 4.38000000 N,RS.1,LOC, 24, 0, 5.30000000 .750000000 4.38000000 N,R5.1,LOC, 25, 0, 6.21000000 .750000000 4.38000000 N,RS.1,LOC, 26, 0, 7.12000000 .750000000 4.38000000 N,R5.1,LOC, N,R5.1,LOC, 27, 28, 0, 8.03000000 0, 8.94000000
.750000000
.750000000 I 4.38000000 4.38000000 N,RS.1,LOC, 29, 0, 9.85000000 .000000000 4.38000000 N,RS.1,LOC, 30, 0, 1.66000000 .000000000 I 4.38000000 N,R5.1,LOC, 31, 0, 2.57000000 .000000000 I 4.38000000 N,RS.1,LOC, N,RS.1,LOC, 32, 33, 0, 3.48000000 0, 4.39000000
.000000000
.000000000 I 4.38000000 4.38000000 N,R5.1,LOC, 34, 0, 5.30000000 .000000000 4.38000000 N,R5.1,LOC, 35, 0, 6.21000000 .000000000 4.38000000 N,R5.1,LOC, 36, 0, 7.12000000 .000000000 4.38000000 N,R5.1,LOC, 37, 0, 8.03000000 .000000000 4.38000000 N,RS.1,LOC, 38, 0, 8.94000000 .000000000 4.38000000 N,RS.1,LOC, 39, 0, 11. 1000000 .750000000 4.38000000 N,R5.1,LOC, 40, 0, 10.4750000 .750000000 4.38000000 N,R5.1,LOC, 41, 0, li.1000000 .000000000 4.38000000 N,R5.1,LOC, 42, 0, 10.4750000 .000000000 4.38000000 N,R5.1,LOC, 43, 0, 20.2000000 .750000000 4.38000000 N,RS.1,LOC, 44, 0, 12.0100000 .750000000 4.38000000 N,R5.1,LOC, 45, 0, 12.9200000 .750000000 4.38000000 N,R5.1,LOC, 46, 0, 13.8300000 .750000000 4.38000000 N,R5.1,LOC, N,RS.1,LOC, 47, 48, 0, 14.7400000 0, 15.6500000
.750000000
.750000000 I 4.38000000 4.38000000
HABGE-01/990745, Revislon 2 43 N,RS.1,LOC, 49, 0, 16.5600000 .750000000 4.38000000 N,R5.1,LOC, 50, 0, 17.4700000 .750000000 4.38000000 N,R5.1,LOC, 51, 0, 18.3860000 .750000000 4.38000000 N,RS.1,LOC, 52, 0, 19.2900000 .750000000 4.38000000 N,R5.1,LOC, 53, 0, 20.2000000 .000000000 4.38000000 N,R5.1,LOC, 54, 0, 12.0100000 .000000000 4.38000000 N,R5.1,LOC, 55, 0, 12.9200000 .000000000 4.38000000 N,R5.5,LOC, 56, 0, 13.8300000 .000000000 4.38000000 N,R5.1,LOC, 57, 0, 14.7400000 .000000000 4.38000000 N,RS.1,LOC, 58, 0, 15.6500000 .000000000 4.38000000 N,R5.1,LOC, 59, 0, 16.5600000 .000000000 4.38000000 . . . . N,R5.1,LOC, 60, 0, 17.4700000 .000000000 -4.38000000 N, RS. 1,LOC, 61, 0, 18.3800000 '.000000000 4.38000000 : . . N, R5..1,LOC, 62, 0, 19.2900000 .000000000 4.38000000 .: N,RS.S1,LOC, 63, 0, 21.2000000 .750000000 4.38000000 . . NR.S .1, LOC, 64, 0, 21.2000000 .000000000 4.38000000 .. N,RS.1,LOC, 65, 0, 30.3000000 .750000000 4.38000000 . . N,R5.1,LOC, 66, 0, 22.1100000 .750000000 4.38000000 N,RS.1,LOC, 67, 0, 23.0200000 .750000000 4.38000000 N,RS.1,LOC, 68, 0, 23.9300000 '.750000000 4.38000000 . . . .. . . N,RS.1,LOC, 69, 0, 24.8400000 .750000000 4.38000000 . . .. N,R5.1,LOC, 70, 0, 25.7500000 .750000000 4.38000000 .. N,R5.1,LOC, 71, 0, 26.6600000 .750000000 4.38000000 . N,RS.1,LOC, 72, 0, 27.5700000 ,.750000000 4.38000000 N,RS.1,LOC, 73, 0, 28.4800000 .750000000 4.38000000 N,RS.1,LOC, 74, 0, 29.3900000 .750000000 *4.38000000 N, R. 1,LOC, 75, 0, 30.3000000 .000000000 4.38000000 N.RS.1,LOC, 76, 0, 22.1100000 A000000000 4.38000000 N,R5.1,LOC, 77, 0, 23.0200000 .000000000 4.38000000 N,RS.1,LOC, 78, 0, 23.9300000 .000000000 4.38000000 N,R5.1,LOC, 79, 0, 24.8400000 .000000000 4.38000000 N,R5.1,LOC, 80, 0, 25.7500000 .000000000 4.38000000 N,RS.1,LOC, 81, 0, 26.6600000 .0000000000 4.38000000 N,RS.1,LOC, 82, 0, 27.5700000 .000000000 4.38000000 N,RS.1,LOC, 83, 0, 28.4800000 O '.000000000 4.38000000 N,R5.1,LOC, 84, 0, -:29.3900000 O 000000000 4.38000000 N,RS.1,LOC, 85, 0, .000000000 9.85000000 4.38000000 N,RS.1,LOC, 86, 0, .750000000 9.85000000 4.38000000 N,R5.1,LOC, 87, 0, .750000000 1.66000000 4.38000000 N,R5.1,LOC, 88, 0, .750000000 2.57000000 O4.38000000 N,RS.1,LOC, 89, 0, .750000000 3.48000000 -4.38000000 N,RS.1,LOC, 90, 0, .750000000 4.39000000 4.38000000 NR5.1,LOC, 91, 0, .750000000 5.30000000 4.38000000 N,RS.1,LOC, 92, 0, .750000000 6.21000000 4.380000000 N,RS.1,LOC, 93, 0, .750000000 7.12000000 4.38000000 N,R5.1,LOC, 94, 0, .750000000 8.03000000 4.38000000 N,RS.1,LOC, 95, 0, .75D000000 8.94000000 4.38000000 ll,R5.1,LOC, 96, 0, .000000000 O1.66000000 -4.38000000 N,RS.1,LOC, 97, 0, '.000000000 2.57000000 4.38000000 N,R5.1,LOC, 98, 0, .0000000000 3'48000000 4.38000000 N,R5.1,LOC, 99, 0, .000000000 4.39000000 4.38000000 N,R5.1,LOC, 100, 0,..000000000. .5.30000000 4.38000000 N,R5.1,LOC, 101, 0,. .000000000 ,-6.21000000 "4.38000000 N,R5.1,LOC, 102, 0, .000000000 *7;12000000 4.38000000 N,RS. 1,LOC, 103, 0, .000000000 8.03000000 :4.38000000 N,R5.1,LOC, 104, 0O. .000000000. 8.94000000 4.38000000 N,RS.1,LOC, 105, 0, 9.85000000 9.85000000 4.38000000 N,R5.1,LOC, 106, O,. 11.1000000 9.85000000 4.38000000 N,RS.1,LOC, 107, 0, 10.4750000. 9.85000000 4.38000000 N,R5.1,LOC, 1D8, O, 11.1000000 .66000000. 4.38000000 N,R5.1,LOC, 109, O, 11.1000000 '257000000 4.38000000 N,R5.1,LOC, 110, 0, 11.1000000 3.48000000 4.38000000-N,RS.1,LOC, 111, O,. 11.1000000 4;39000000 44.38000000. N,R5.1,LOC, 112, 0, 11.1000000. .5.30000000 4.38000000.- N,R5.1,LOC, 113, 0, 11.1000000. .6.21000000. 4.38000000 N,R5.1,LOC, 114, 0, 11.1000000, ,.7.12000000 4.38000000." N,RS.1,LOC, 115, 0,. 11.1000000, :8.03000000. 4.38000000 N,RS.1,LOC, 116, 0, 11.1000000, '8.94000000 4.38000000 N,R5.1,LOC, 117, 0, 9.85000000. '1.66000000 4.38000000.' N,R5.1,LOC, 118, 0, 9.85000000, 2.57000000 4.38000000 N,R5.1,LOC, 119, .0, 9.85000000 ,.3.48000000. 4.38000000 N,R5.1,LOC, 120, 0, .9.85000000 4.39000000 4.38000000 N,RS.1,LOC, 121, 0, 9.85000000 l5.30000000 4.38000000 N,R5.1,LOC, 122, 0, 9.85000000
- 6.21000000 4.38000000
Ii Aif HABGE-01/99-0745, Revision 2 A# N,R5.1,LOC, 123, 0, 9.85000000 7.12000000 4.38000000 N,R5.1,LOC, 124, 0, 9.85000000 8.03000000 4.38000000 N,RS.1,LOC, 125, 0, 9.85000000 8.94000000 4.38000000 N,R5.1,LOC, 126, 10.4750000 8.94000000 4.38000000 N,RS.1,LOC, 127, 10.4750000 8.03000000 4.38000000 N,RS.1,LOC, 128, 0, 10.4750000 7.12000000 4.38000000 N,RS.1,LOC, 129, 0, 10.4750000 6.21000000 4.38000000 tJ,RS.1,LOC, 130, 0, 10.4750000 5.30000000 4.38000000 N,RS.1,LOC, 131, 0, 10.4750000 4.39000000 4.38000000 N,RS.1,LOC, 132, 0, 10.4750000 3.48000000 4.38000000 N,R5.1,LOC, 133, 0, 10.4750000 2.57000000 4.38000000 N,R5.1,LOC, 134, 0, 10.4750000 1.66000000 4.38000000 N,R5.1,LOC, 135, 0, 20.2000000 9.85000000 4.38000000 N,R5.1,LOC, 136, 0, 21.2000000 9.85000000 4.38000000 N,R5.1,LOC, 137, 0, 21.2000000 1.66000000 4.38000000 N,R5.1,LOC, 138, 0, 21.2000000 2.57000000 4.38000000 N,R5.1,LOC, 139, 0, 21.2000000 3.48000000 4.38000000 N,R5.1,LOC, 140, 0, 21.2000000 4.39000000 4.38000000 N,R5.1,LOC, 141, 0, 21.2000000 5.30000000 4.38000000 N,R5.1,LOC, 142, 0, 21.2000000 6.21000000 4.38000000 N,RS.1,LOC, 143, 0, 21.2000000 7.12000000 4.38000000 1N,R5.1,LOC, 144, 0, 21.2000000 8.03000000 4.38000000 N,RS.1,LOC, 145, 0, 21.2000000 8.94000000 4.38000000 N.,RS.1,LOC, 146, 0, 20.2000000 1.66000000 4.38000000 N,RS.1,LOC, 147, 0, 20.2000000 2.57000000 4.38000000 14,RS.1,LOC, 148, 0, 20.2000000 3.48000000 4.38000000 N,RS.1,LOC, 149, 0, 20.2000000 4.39000000 4.38000000 N,RS.1,LOC, 150, 0, 20.2000000 5.30000000 4.38000000 NRS.1,LOC, 151, 0, 20.2000000 6.21000000 4.38000000 14,R5.1,LOC, 152, 0, 20.2000000 7.12000000 4.38000000 N,R5.1,LOC, 153, 0, 20.2000000 8.03000000 4.38000000 N,RS.1,LOC, 154, 0, 20.2000000 8.94000000 4.38000000 N,R5.1,LOC, 155, 0, .000000000 11.1000000 4.38000000 N,R5.1,LOC, 156, 0, .750000000 11.1000000 4.38000000 N,R5.1,LOC, 157, 0, .750000000 10.4750000 4.38000000 N,R5.1,LOC, 158, 0, .000000000 10.4750000 4.38000000 N,R5.1,LOC, 159, 0, 9.85000000 11.1000000 4.38000000 N,RS.1,LOC, 160, 0, 1.66000000 11.1000000 4.38000000 N,RS.1,LOC, 161, 0, 2.57000000 11.1000000 4.38000000 N,RS.1,LOC, 162, 0, 3.48000000 11.1000000 4.38000000 N,RS.1,LOC, 163, 0, 4.39000000 11.1000000 4.38000000 N,RS.1,LOC, 164, 0, 5.30000000 11.1000000 4.38000000 N,RS.1,LOC, 165, 0, 6.21000000 11.1000000 4.38000000 N,RS.1,LOC, 166, 0, 7.12000000 11.1000000 4.38000000 N,RS.1,LOC, 167, 0, 8.03000000 11.1000000 4.38000000 168, 0, 8.94000000 11.1000000 4.38000000 N,R5.1,LOC, 0, 9.85000000 N,R. 1, LOC, 169, 10.4750000 4.38000000 IJ,R5.1,LOC, 170, 0, 1.66000000 9.85000000 4.38000000 N,RS.1,LOC, 171, 0, 2.57000000 9.85000000 4.38000000 N,RS.1,LOC, 172, 0, 3.48000000 9.85000000 4.38000000 N,R5.1,LOC, 173, 0, 4.39000000 .9.85000000 4.38000000 N,RS.1,LOC, 174, 0, 5.30000000 9.85000000 4.38000000 N,RS.1,LOC, 175, 0, 6.21000000 9.85000000 4.38000000 N,RS.1,LOC, 176, 0, 7.12000000 9.85000000 4.38000000 N,R5.1,LOC, 177, 0, 8.03000000 9.85000000 4.38000000 N,RS.1,LOC, 178, 0, 8.94000000 9.85000000 4.38000000 N,R5.1,LOC, 179, 0, 1.66000000 10.4750000 4.38000000 N,R5.1,LOC, 180, 0, 2.57000000 10.4750000 4.38000000 NR5.1,LOC, 181, 0, 3.48000000 10.4750000 4.38000000 N,R5.1,LOC, 182, 0, 4.39000000 10.4750000 4.38000000 N,R5.1,LOC, 183, 0, 5.30000000 10.4750000 4.38000000 N,R5.1,LOC, 184, 0, 6.21000000 10.4750000 4.38000000 N,R5.1,LOC, 185, 0, 7.12000000 10.4750000 4.38000000 N,RS.1,LOC, 186, 0, 8.03000000 10.4750000 4.38000000 N,R5.1,LOC, 187, 0, 8.94000000 10.4750000 4.38000000 N,R5.1,LOC, 188, 0, 11.1000000 11.1000000 4.38000000 N,R5.1,LOC, 189, 0, 10.4750000 11.1000000 4.38000000 N,RS.1,LOC, 190, 0, 11.1000000 10.4750000 4.38000000 N,RS.1,LOC, 191, 0, 10.4750000 10.4750000 4.38000000 N,RS.1,LOC, 192, 0, 20.2000000 11.1000000 4.38000000 N.R5.1,LOC, 193, 0, 12.0100000 11.1000000 4.38000000 N,RS.1,LOC, 194, 0, 12.9200000 11.1000000 4.38000000 N,RS.1,LOC, 195, 13.8300000 11.1000000 4.38000000 N,RS.1,LOC, 196, 0, 14.7400000 11.1000000 4.38000000
HABGE-01199-0745, Revision 2 N,RS.1,LOC, 197, 0, 15.6500000 '11.1000000 4.38000000 N,RS.1,LOC, 198, 0, 16.5S00000 ,11.1000000 4.38000000
. N,RS.1,LOC, N,RS.1,LOC, N,RS. 1,LOC, 199, 200, 201, 0, 17.4760000 0, ; 18.3800000 0, 19.2900000
' 11;1000000 11.1000000
,11.1000000 4:38000000 4.38000000 4.38000000 N,RS.1,LOC, 202, 0, 20.2000000 -10.4750000 4.38000000, N,RS.1,LOC, 203, 0, 12.0100000 ,. '9.85000000 4.38000000 N,RS.1,LOC, 204, 0, 12.9200000 , 9.;85000000 4.38000000 N,RS.1,LOC, 205, 0, .13.8300000 985000000,
,- ,4.38000000 N,RS.1,LOC, 206, 0, 14.7400000 ,t9.85000000 4.38000000 N,R5.1,LOC, 207, 0, -:15.6500000 , 9.85000000 4.38000000 tPRS.1,LOC, 208, 0, 16.5600000 9.85000000, 4.38000000 N,R5.1,LOC, 209, 0,- 17.4700000 .- 9.85000000 .4.38000000 N,RS.1,LOC, 210, 0, 18.3800000 ',!9.85000000 4.38000000 N,RS.1,LOC, 211, 0,:- 19.2900000 ,'-9;85000000 4.38000000.
N,RS.1,LOC, 212, 0, :12.0100000 ,10.4750000 , 4.38000000 N,RS.1,LOC, 213, 0,: 12;9200000 ,10.4750000 4.38000000 N,RS.1,LOC, 214, 0, .13.8300000 ,:10.4750000 4.38000000 N,RS.1,LOC, 215, 0, 14.7400000 , 10.4750000 ,4.38000000 N,RS.1,LOC, 216, 0, ':15.6500000 , 10.4750000. 4.38000000 N,RS.1,LOC, 217, 0,. 16.5600000 ,-10.4750000 4.38000000 N,RS.1,LOC, 218, 0, 17.4700000 10.4750000 4.38000000 N,RS.1,LOC, 219, 0, 18.3800000 10.4750000 4.38000000 N,RS.1,LOC, 220, 0, 19.2900000 10.4750000, 4.38000000, N,RS.1,LOC, 221, 0,' .000000000 , -20.2000000 4.38000000..- N,RS.1,LOC, 222, 0, .750000000 ,.-20.2000000 ,4.38000000.- N,RS.1,LOC, 223, 0, .750000000 ,: 12.0100000 ,.-4.38000000.: N,RS. 1,LOC, 224, 0, .750000000 ,; 12.9200000 , 4.38000000 N,RS.1,LOC, 225, 0, .750000000 ,-;13.8300000. ,- 4.38000000 N,RS.1,LOC, 226, 0, .750000000 ,"'14.7400000 4.38000000, N,RS.1,LOC, 227, 0, .750000000 ,-15.6500000 ,4.38000000 , N,RS.1,LOC, 228, 0, -. 750000000 16.5600000 4.38000000,, N,RS.1,LOC, 229, 0, .750000000 '17.4700000 ,, 4.38000000 N,RS.1,LOC, 230, 0,. .750000000 ,.:18.3800000 ,4.38000000 N,RS.1,LOC, 231, 0, .750000000 , 19.2900000 4.38000000 N,RS.1,LOC, 232, 0, .000000000 , -12.0100000, 4.38000000,, O9i N,RS.1,LOC, N,RS.1,LOC, N,RS.1,LOC, 233, 234, 235, 0,. .000000000 0, .000000000 0, .000000000 12.9200000
,o,13.8300000
, 14.7400000
,-4.38000000, 4.38000000 4.38000000, N,RS.1,LOC, 236, 0, .000000000 15.6500000 ,-4;38000000,'
N,RS.1,LOC, 237, 0, .000000000 ,-,16.5600000, ,.4.38000000,. N,RS.1,LOC, 238, 0. . .000000000 ,.17.4700000
- 4.38000000 N,RS.1,LOC, 239, 0,' .000000000 ,-18.3800000, 4.38000000,-
N,R5.1,LOC, 240, 0, '.000000000 .19.2900000 , 4.38000000, N,RS.1,LOC, 241, 0, 9.85000000 ,, 20.2000000 4.38000000., N,R5.1,LOC, 242, 0., 11.1000000 ,-20.2000000 4.38000000 N, RS. 1, LOC, 243, 0,-. 10.4750000 , 20.2000000 ,4.38000000 N,RS.1,LOC, 244, o,. 11.1000000 ,t^12.0100000 :4.38000000,: N,RS.1,LOC, 245, 0, 11.1000000 12.9200000' ,. 4.38000000 N,RS.1,LOC, 246, 0, 11.1000000, , -13.8300000 ,-4.38000000,: N,RS.1,LOC, 247, 0, 11.1000000 ,;14.7400000, 4.38000000: N,RS.1,LOC, 248, 0. 11.1000000 ,-15.6500000 ,, 4.38000000 N,R5.1,LOC, 249, 0,: 11.1000000 16.5600000 4.38000000,. N,RS.1,LOC, 250, 0, -11.1000000 17.4700000, 4.38000000,. N,ES.1,LOC, 251, 0, 11.1000000 18.3800000 .7-4.38000000 N,RUS.1,LOC, 252, , ... 11.1000000. 19.2900000 4.38000000 N,RS.1,LOC, 253, 0. 9.85000000 , 12.0100000 ,4.38000000 . N,RS.1,LOC, 254, 0, 9.85000000 ,. 12.9200000 ,- 4.38000000:' N,RUS.1,LOC, 255, 0, 9.85000000 13.8300000 4.38000000, N,RS.1,LOC, 256, 0, 9.85000000 ,-: 14.7400000 -4.38000000, N,RS.1,LOC, 257, 0, 9.85000000 ,' 15.6500000 ,4.38000000 N,RS.1,LOC, 258, 0, .9.85000000 -;16.5600000 4.38000000 N,RS.1,LOC, 259, 0, 9.85000000 , 17.4700000 ,, 4.38000000 I N,RS.1,LOC, 260, 0, ,9.85000000 ,; 18.3800000 ,-4.38000000 N,R5.1,LOC, 261, 0, 9.85000000 ,-,9.2900000 -4.38000000 N,RS.1,LOC, 262, 0, 10.4750000 ,_19.2900000 4.38000000 N,R5.1,LOc, 263, 0,i:10.4750000 I18.3800000 , 4.38000000 N,RS.1,LOC, 264, 0, 10.4750000 , 317.4700000 , 4.38000000 N,R5. 1,LOC, 265, 0,- 10.4750000 ,- ,16.5600000 4.38000000 N,RS.1,LOC, 266, 0, ..10.4750000 , 15.6500000 4.38000000 N,RU.I,LOC, 267, 0, ,10.4750000 , ,14.7400000 4.38000000 N,RS.1,LOC, 268, 0, 10.4750000 ,- ,13.8300000 4.38000000 URS.1,LOC, 269, 0, 10.4750000 12.9200000 4.38000000 N,RS.1,LOC, 270, 0, ,10.4750000 ,12.0100000 ,4.38000000.
It!m Ai. HABGE-01/99-0745, Revision 2 A f, N,RS.1,LOC, 271, 0, .000000000 21.2000000 4.38000000 N,RS.1,LOC, 272, 0, .750000000 21.2000000 4.38000000 N,R5.1,LOC, 273, 0, 9.85000000 21.2000000 4.38000000 N,RS.1,LOC, 274, 0, 1.66000000 21.2000000 4.38000000 N,R5.1,LOC, 275, 0, 2.57000000 21.2000000 4.38000000 N,R5.1,LOC, 276, 0, 3.48000000 21.2000000 4.38000000 N,R5.1,LOC, 277, 0, 4.39000000 21.2000000 4.38000000 N,RS.1,LOC, 278, 0, 5.30000000 21.2000000 4.38000000 N,RS.1,LOC, 279, 0, 6.21000000 21.2000000 4.38000000 N,RS.1,LOC, 280, 0, 7.12000000 21.2000000 4.38000000 II,RS.1,LOC, 281, 0, 8.03000000 21.2000000 4.38000000 N,RS.1,LOC, 282, 0, 8.94000000 21.2000000 4.38000000 N,RS.1,LOC, 283, 0, 1.66000000 20.2000000 4.38000000 N,R5.1,LOC, 284, 0, 2.57000000 20.2000000 4.38000000 N,R5.1,LOC, 285, 0, 3.48000000 20.2000000 4.38000000 N,R5.1,LOC, 286, 0, 4.39000000 20.2000000 4.38000000 N,RS.1,LOC, 287, 0, 5.30000000 20.2000000 4.38000000 N,R5.1,LOC, 288, 0, 6.21000000 20.2000000 4.38000000 N,RS.1,LOC, 289, 0, 7.12000000 20.2000000 4.38000000 N,RS.1,LOC, 290, 0, 8.03000000 20.2000000 4.38000000 N,R5.1,LOC, 291, 0, 8.94000000 20.2000000 4.38000000 N,RS.1,LOC, 292, 0, .000000000 30.3000000 4.38000000 N,R5.1,LOC, 293, 0, .750000000 30.3000000 4.38000000 N,RS.1,LOC, 294, 0, .750000000 22.1100000 4.38000000 N,RS.1,LOC, 295, 0, .750000000 23.0200000 4.38000000 N,RS.1,LOC, 296, 0, .750000000 23.9300000 4.38000000 N,RS.1,LOC, 297, 0, .750000000 24.8400000 4.38000000 N,RS.1,LOC, 298, 0, .750000000 25.77500000 4.38000000 N,RS.1,LOC, 299, 0, .7SO000000 26.6600000 4.38000000 N,RS.1,LOC, 300, 0, .750000000 27.5700000 4.38000000 N,R5.1,LOC, 301, 0, .750000000 28.4800000 4.38000000 N,R5.1,LOC, 302, 0, .750000000 29.3900000 4.38000000 N,R5.1,LOC, 303, 0, .000000000 22.1100000 4.38000000 N,RS.1,LOC, 304, 0, .000000000 23.0200000 4.38000000 N,RS.1,LOC, 305, 0, .000000000 23.9300000 4.38000000 N,R5.1,LOC, 306, 0. .000000000 24.8400000 4.38000000 N,R5.1,LOC, 307, 0, .000000000 25.7500000 4.38000000 N,R5.1,LOC, 308, 0, .000000000 26.6600000 4.38000000 N,RS.1,LOC, 309, 0, .000000000 27.5700000 4.38000000 N,R5.1,LOC, 310, 0, .000000000 28.4800000 4.38000000 N,RS.1,LOC, 311, 0, .000000000 29.3900000 4.38000000 N,RS.1,LOC, 312, 0, 30.3000000 9.85000000 4.38000000 N,RS.1,LOC, 313, 0, 31.1471009 10.1203066 4.38000000 N,RS.1,LOC, 314, 0, 32.7500000 .000000000 4.38000000 N,RS.1,LOC, 315, 0, 32.7170229 1.46932319 4.38000000 N,RS.1,LOC, 316, 0, 32.6181581 2.93568737 4.38000000 N,R5.1,LOC, 317, 0, 32.4536047 4.39613946 4.38000000 N,RS.1,LOC, 318, 0, 32.2236940 5.84773830 4.38000000 N,RS.1,LOC, 319, 0, 31.9288891 7.28756059 4.38000000 N,RS.1,LOC, 320, 0, 31.5691837 8.71270669 4.38000000 N,RS.1,LOC, 321, 0, 31.5250000 .000000000 4.38000000 N,RS.1,LOC, 322, 0, 30.3000000 2.05000000 4.38000000 N,RS.1,LOC, 323, 0, 30.3000000 3.35000000 4.38000000 N,RS.1,LOC, 324, 0, 30.3000000 4.6S000000 4.38000000 N,RS.1,LOC, 325, 0, 30.3000000 5.95000000 4.38000000 N,RS.1,LOC, 326, 0, 30.3000000 7.25000000 4.38000000 N,R5.1,LOC, 327, 0, 30.3000000 8.55000000 4.38000000 N,RS.1,LOC, 328, 0, 31.3063468 4.71601566 4.38000000 N,RS.1,LOC, 329, 0, 31.4995417 1.22819008 4.38000000 N,RS.1,LOC, 330, 0, 31.3801874 3.76137073 4.38000000 N,RS.1,LOC, 331, 0, 31.4494718 2.49381204 4.38000000 N,RS.1,LOC, 332, 0, 27.7735751 17.3548559 4.38000000 N,R5.1,LOC, 333, 0, 24.9058938 14.5912140 4.38000000 N,RS.1,LOC, 334, 0, 25.8617876 15.5124280 4.38000000 N,RS.1,LOC, 335, 0, 26.8176814 16.4336419 4.38000000 N,RS.1,LOC, 336, 0, 30.7092472 11.3800104 4.38000000 N,RS.1,LOC, 337, 0, 30.2204701 12.6208435 4.38000000 N,R5.1,LOC, 338, 0, 29.6815800 13.8407481 4.38000000 N,RS.1,LOC, 339, 0, 29.0934707 15.0377013 4.38000000 N,R5.1,LOC, 340, 0, 28.4571173 16.2097185 4.38000000 N,RS.1,LOC, 341, 0, 22.50000OO 9.85000000 4.38000000 N,RS.1,LOC, 342, 0, 23.8000000 9.85000000 4.38000000 N,RS.1,LOC, 343, 0, 25.1000000 9.85000000 4.38000000 N,RS.1,LOC, 344, 0, 26.4000000 9.85000000 4.38000000
.,. *. .. . e HABGE-01/99-0745, Revision 2
; f I:
N,R5.1,LOC, 345, 0, 27.7000000 9.85000000 4.38000000 N4,R5.1,LOC, 346, 0,- 29.0000000 ,9.85000000 4.38000000. N,R5.1,LOC, 347, 0,. 21.1375000 11.7425000 4.38000000 . ,RS.1,LOC, 348, 0, 22.0750000 , 12.3850000 4.38000000 N,RS.1,LOC, 349, 0, 22.9000000 12.9000000 4.38000000 1N,RS.1,LOC, 350, 0, 25.3000000 , 13.3000000 4.38000000 S,RS.1,LOC, 351, 0, 264i3O4893, , -12.2868476 438000000 4: N,RS.1,LOC, 352, 0, 27.0656162. , 14.6074215 4.38000000 N,R5.1,LOC, 353, 0, 24.7166325 t 11.9598889 -4.38000000. N,R5.1,LOC, 354, 0,- 27.8995479 , 13.2153703 4.38000000. N,RS.1,LOC, 355, 0,' 28.7205059 12.1264640. 4.38000000 N,R5.1,LOC, 356, 0,. 29.4817044. -11.0474058 4.38000000, N,RS.1,LOC, 357, 0, .28.3594653, ,- 10.7436817 4.38000000 N,R5.1,LOC, 358, 0, 26.7169450 10.7491909. 4.38000000 N,R5.1,LOC, 359, 0, 25.4902215 , 10.9975280 4.38000000 N, P.5.1, LOC, 360, 0, 24.1872297 11;.0854271 4.38000000 N,R5.1,LOC, 361, 0, 22.8093959 ,11.3414773, 4.38000000 N,RS.1,LOC, 362, 0, 21.3486566 .10.8685435 .4.38000000 N, RS . 1,LOC, 363, 0, 24.1000000 12.4000000 :4.38000000 N,RS.1,LOC, 364, 0, 27.4665129 , 11.4855410, ,.4.38000000 N4,RS. 1,LOC, 365, 0,- 27.5921368 -10.4476242. 4.38000000 N,RS.1,LOC, 366, 0, 27.4468050 ,15.7502606 4.38000000 4,.RS.1,LOC, 367, 0, 20.2000000 20.2000000 -4.38000000 N,RS.1,LOC, 368, 0, 23.1577471 23.1577471 4.38000000 NR5.1,LOC, 369, 0, 21.1859157 21;1859157. 4.38000000 N,R5.1,LOC, 370, 0, 22.1718314 ,- 22.1718314. 4.38000000 N,RP.1,LOC, 371, 0, 26.9577161 18.5968827 4.38000000, NR5.1,LOC, 372, 0, 26.0863548 ,- 19.8006210, 4.38000000 N,R5.1,LOC, 373, 0, 25.1612854 20.9635927, 4.38000000 N,R5.1,LOC, 374, 0, 24.1844124 22.0834032 -4.38000000 N,R5.1,LOC, 375, 0, 20.2000000 12.4000000 4.38000000 14,RS. 1,LOC, 376, 0, -20.2000000 13.7000000 4.38000000 11,R5.1,LOC, 377, 0, 20.2000000 , 15.0000000 4.38000000 KPS.1,LOC, 378, 0,- 20.2000000 ,16.3000000 4.38000000 N,R5.1,LOC, 379, 0, 20.2000000 ,17.6000000 4.38000000
,RP.S.1,LOC, 380, 0, 20.2000000 18.9000000 4.38000000 14,RS.1,LOC, 381, 0, 21.2580731 19.6667001 4.38000000 N,RS.1,LOC, 382, 0, 22.0477497 - 20.2087350 4.38000000 1N,RS.1,LOC, 383, 0,- 23.1055065 -21.0234845 4.38000000 N,R5.1,LOC, 384, 0, 23.9576568 19.6879108 4.38000000 N,RS.1,LOC, 385, 0, 24.7633127 17.9707728 4.38000000 N,RS.1,LOC, 386, 0 21.4139156 18.7235910 4.38000000 1,R.5.1,LOC, 387, 0, 22.6415033 :18.9588397 4.38000000 14,RS.1,LOC, 388, 0, 25.9982865 ,17.2509116 4.38000000.
N,RS.1,LOC, 389, 0, 24.5287911 ,15.9874191 .4.38000000: N,RS.1,LOC, 390, 0, 23.3000000 14.9000000 ,.4.38000000 N,R5.1,LOC, 391, o,. 22.3100000 , 13.9500000 :4.38000000 N,R5.1,LOC, 392, 0, 20.9561953 13.8439703 4.38000000-NRS.1,LOC, 393, 0, 21.2623220 14.6314627 4.38000000 N,R5.1,LOC, 394, 0,':21.5241135 '15.-8786416 4.38000000 N,RS.1,LOC, 395, 0,'. 21.5560861 17.3688242 4.38000000 N,R5.1,LOC, 396, 0, 23.0341374 ;I 17.3473476 -4.38000000 N,RS.2,LOC, 397, 0, 25.4359817 ;:16.2324518 :4.38000000 N,RS.1,LOC, 398, Oi .21.4062640 j:13.2004482 4.38000000 N,RS.1,LOC, 399, 0, 9.85000000 ,t:30.3000000 4.38000000 N,R5.1,LOC, 400, 0, .10.1203066 ,.31.1471009 4.38000000-1N,RS.1,LOC, 401, 0,. 22.1447280 ,, 24.1282723 4.38000000 N,RS.1,LOC, 402, 0,i 21.0910738 , 25.0545226 4.38000000 N,RS.1,LOC, 403, 0, -19.9987181 ,.:25.9347986 4;38000000 N,RS.1,LOC, 404, 0, 18.8696651 26.7674847 4;38000000 N,RS.1,LOC, 405, 0, 17.7059868 , -:27.5510532 '4.38000000 V,RP5.1,LOC, 406, o,.' 16.5098184 ,:28.2840661 '4.38000000 N,RP.1,LOC, 407, 0, 15.2833548 28.9651785 '4.38000000 N,RS.1,LOC, 408, 0, 14.0288467 ;29.5931404 4.38000000: N,R5.1,LOC, 409, 0, .12.7485960 ,'-30.1667996 4.38000000 N,RS.1,LOC, 410, 0,: 11.4449519 -30.6851035 ,4.38000000 N,R5.1,LOC, 411, O, 12.4000000 j- 20.2000000 4.38000000. N,RS.1,LOC, 412, 0,'> 13.7000000 20.2000000 4.38000000. 14,RP.1,LOC, 413, 0, 15.0000000 , 20.2000000 ' 4.38000000 N,RS.1,LOC, 414, 0,: 16.3000000 ,20.2000000 ,_ 4.38000000, N,RS.1, LOC, 415, 0,,.17.6000000 20.2000000 4.38000000 N,R5.1,LOC, 416, 0, 18.9000000 , 20.2000000 '4.38000000 N,R5.1,LOC, 417, O,. 9.85000000 , 22.5000000 :~4.38000000 N,RS.1,LOC, 418, 0, 9.85000000 23.8000000 '4.38000000
-- f l HABGE-01/99-0745, Revision 2 '48K.
N,R5.1,LOC, 419, 9.85000000 25.1000000 4.38000000 N,R5.1,LOC, 420, 9.85000000 26.4000000 4.38000000 N,RS.1,LOC, 421, 9.85000000 27.7000000 4.38000000 O N,RS.1,LOC, N,R5.1,LOC, N,RS.1,LOC, 422, 423, 424, 9.85000000 11.2454691 12.6985468 29.0000000 29.5295806 28.7661821 4.38000000 4.38000000 4.38000000 N,R5.1,LOC, 425, 13.7460390 28.7852963 4.38000000 N,R5.1,LOC, 426, 14.6330072 28.1460988 4.38000000 N,R5.1,LOC, 427, 15.6728082 27.3153541 4.38000000 N,R5.1, LOC, 428, 17.8883250 25.6518117 4.38000000 N,RS.1,LOC, 429, 18.9441343 24.7920463 4.38000000 N,R5.1,LOC, 430, 19.1499428 22.9756886 4.38000000 N,RS.1,LOC, 431, 21.1034301 23.0988946 4.38000000 N,RS.1,LOC, 432, 19.3092331 21.4014830 4.38000000 N,R5.1,LOC, 433, 18.2461489 22.0582367 4.38000000 N,R5.1,LOC, 434, 17.7592655 21.1331148 4.38000000 N,R5.1,LOC, 435, 16.5309806 21.3409347 4.38000000 N,RP.1,LOC, 436, 15.2131961 21.3368414 4.38000000 N,R5.1,LOC, 437, 13.9734353 21.3099780 4.38000000 N,R.51,LOC, 438, 17.9493295 23.7363105 4.38000000 N,R5.1,LOC, 439, 16.8401616 22.6285162 4.38000000 N,RS.1,LOC, 440, 15.3992910 22.3452315 4.38000000 N,R5.1,LOC, 441, 14.2823314 22.4254694 4.38000000 N,R5.1,LOC, 442, 11.9603487 22.5979528 4.38000000 N,R5.1,LOC, 443, 11.6718796 21.3658332 4.38000000 N,R5.1,LOC, 444, 10.7506150 21.3742676 4.38000000 N,R5.1,LOC, 445, 10.9455668 22.5758916 4.38000000 N,R5.1,LOC, 446, 10.9599131 23.8455506 4.38000000 N,RS.1,LOC, 447, 10.9873879 25.1360674 4.38000000 N,R5.1,LOC, 448, 11.7936743 26.3959436 4.38000000 N,R.51,LOC, 449, 11.5072594 27.2236580 4.38000000 N,R5.1,LOC, 450, 11.9508588 27.8093243 4.38000000 N,R5.1,LOC, 451, 13.7119196 27.5191099 4.38000000 N,R5.1,LOC, 452, 14.7156245 26.3904951 4.38000000 N,R5.1,LOC, 453, 15.8700403 25.4252827 4.38000000 N,P.5.1,LOC, 454, 16.9359984 24.5948903 4.38000000 . N,R5.1,LOC, NP,R5.1,LOC, N,R.S. 1,LOC, 455, 456, 457, 16.0440966 14.5165804 12.0952338 23.6389908 23.3850138 23.8598050 4.38000000 4.38000000 4.38000000 N,R5.1,LOC, 458, 13.3215594 23.7140831 4.38000000 N,R5.1,LOC, 459, 12.1197123 25.1337982 4.38000000 N,R5.1,LOC, 460, 12.7503083 26.7138615 4.38000000 N,R5.1,LOC, 461, 13.6077297 25.3022337 4.38000000 N,RS.1,LOC, 462, 15.0207850 24.4072743 4.38000000 N, R.5.1, LOC, 463, 20.0800730 23.9523476 4.38000000 N,R5.1,LOC, 464, 18.6599325 20.9332880 4.38000000 N,R5.1,LOC, 465, 10.8491313 26.3757367 4.38000000 N,RS.1,LOC, 466, 10.7772451 27.4657063 4.38000000 N,RS.1,LOC, 467, 10.9663040 28.4153503 4.38000000 N,RS.1,LOC, 468, 20.1903366 22.1794820 4.38000000 N,RS.1,LOC, 469, 15.3199893 23.1230787 4.38000000 N,R5.1,LOC, 470, 12.7627273 21.3435422 4.38000000 N,RS.1,LOC, 471, 13.0860245 22.5388111 4.38000000 N,R5.1,LOC, 472, 16.8035021 26.4528254 4.38000000 N,RS.1,LOC, 473, .000000000 32.7500000 4.38000000 N,R5.1,LOC, 474, .000000000 31.5250000 4.38000000 N,R5.1,LOC, 475, 8.71270669 31.5697837 4.38000000 N,R5.1,LOC, 476, 7.28756059 31.9288891 4.38000000 N,R5.1,LOC, 477, 5.84773830 32.2236940 4.38000000 N,R5.1,LOC, 478, 4.39613946 32.4536047 4.38000000 N,RS.1,LOC, 479, 2.93568737 32.6181581 4.38000000 N,RS.1,LOC, 480, 1.46932319 32.7170229 4.38000000 N,R5.1,LOC, 481, 2.05000000 30.3000000 4.38000000 N,R5.1,LOC, 482, 3.35000000 30.3000000 4.38000000 N,RS.1,LOC, 483, 4.65000000 30.3000000 4.38000000 N,RS.1,LOC, 484, 5.95000000 30.3000000 4.38000000 N,RS.1,LOC, 485, 7.225000000 30.3000000 4.38000000 N,R5.1,LOC, 486, 8.55000000 30.3000000 4.38000000 N,RS.1,LOC, 487, 1.20402319 31.5050881 4.38000000 N,RS.1,LOC, 488, 2.49396470 31.4474730 4.38000000 N,R5.1,LOC, 489, 4.76129552 31.2967799 4.38000000 N,R5.1,LOC, 490, 3.71686914 31.4245539 4.38000000 N,RS.1,LOC, 2003, 23.99500000 13.6700000 17. 3100000 N,R5.1,LOC, 2005, 23.6015372 14.3293988 4.38000000
J*. ,1.
, II HABGE-01199-0745, Revision 2 Aq N,R5.1,LOC, 2006, 0, 23.1373704 13.8087416 4.38000000 N,R5.1,LOC, 2008, 0, .23.3000000 14.9000000 17.3100000 N,RS.1,LOC, 2009, 0, 23.6015372 .14.3293988 17.3100000 N,RS.1,LOC, 2010, 0, 23.1373704 13.8087416 17.3100000 N,R5.1,LOC, 2011, 0, 22.3100000 13.9500000 17.3100000 N,R5.1,LOC, 2012, 0, 23.6015372 14.3293988 5.;37461538 N,R5.1,LOC, 2013, 0, 23.6015372 14.3293988 6. 36923077 N,RS.1,LOC, 2014, 0, 23.6015372 14.3293988 7.36384615 N,RS.1,LOC, 2015, 0, 23.6015372 -14.3293988 ,-8.35846154 N,RS.1,LOC, 2016, 0, -23.6015372 14.3293988 r9.35307692 N,RS.1,LOC, 2017, 0, 23.6015372 14.3293988 '10.3476923 N,R5.1,LOC, 2018, 0, 23.6015372 .'14.3293988 21'.3423077 *'
N,R5.1,LOC, 2019, 0, 23.6015372 14.3293988 12.G3369231, N,RS.1,LOC, 2020, 0, 23.6015372 14.3293988 ,'13.3315385 N,R5.1,LOC, 2021, 0, 23.6015372 14.3293988 14.3261538 N,R5.1,LOC, 2022, 0, 23.6015372 14.3293988 '15.3207692 N,R5.1,LOC, 2023, 0, 23.6015372 14.3293988 ,16.3153846 ,c N,RS.1,LOC, 2024, 0, 23.3000000 14.9000000 5.37461538 N,R5.1,LOC, 2025, 0, 23.3000000 14.9000000 6.36923077 N,R5.1,LOC, 2026, 0, 23.3000000 .:14.9000000 7.36384615 N,RS.1,LOC, 2027, 0, 23.3000000 . 14.9000000 8 e35846154 N,RS.1,LOC, 2028, 0, 23.3000000 :14.9000000 9. 35307692 N,R5.1,LOC, 2029, 0, 23.3000000 14.9000000 10.3476923 N,R5.1,LOC, 2030, 0, 23.3000000 14.9000000 11.3423077 N,RS.1,LOC, 2031, 0, 23.3000000 14.9000000 12.3369231 N,R5.1,LOC, 2032, 0, 23.3000000 -14.9000000 13.3315385 14,R5.1,LOC, 2033, 0, 23.3000000 14.9000000 14.3261538 , N,R5.1,LOC, 2034, 0, -23.3000000 14.9000000 - 15.3207692 N,RS.1,LOC, 2035, 0, 23.3000000 144.9000000 16.3153846 , N,RS.1,LOC, 2036, 0, 23.1373704 13.8087416 5.37461538 > IJ,R5.1,LOC, 2037, 0, 23.1373704 , 13.8087416 .. 6.36923077 N,R5.1,LOC, 2038, 0, 23.1373704 - 13.8087416 7.36384615 N,R5.1,LOC, 2039, 0, 23.1373704 13.8087416 8.35846154 N,RS.1,LOC, 2040, 0, 23.1373704 ;_13.8087416 9.35307692 O N,RS.1,LOC, 2041, 0, 23.1373704 -13.8087416 10.3476923 N,RS.1,LOC, 2042, 0, 23.1373704 ,13.8087416 11.3423077,, N,R5.1,LOC, 2043, 0, 23.1373704 13.8087416 .12.3369231 N,RS.1,LOC, 2044, 0,- 23.1373704 13.8087416 .13.3315385, N,RS.1,LOC, 2045, 0, 23.1373704 '213.8087416 :14.3261538, N,R5.1,LOC, 2046, 0,; 23.1373704 13.8087416 15.3201692 N,R5.1,LOC, 2047, 0,:' 23.1373704 ,:.13.8087416 -16.3153846 N,RS.1,LOC, 2048, 0, 22.3100000 'M139500000 5.37461538 N,R5.1,LOC, 2049, 0, 22.3100000 ,M13.9500000 6;36923077 N,R5.1,LOC, 2050, 0, 22.3100000 13 9500000, 7.36384615 ,t N,RS.1,LOC, 2051, 0, 22.3100000 ,:13.9500000 8.35846154, N,RS.1,LOC, 2052, 0, 22.3100000 13.9500000 9.35307692 - N,RS.1,LOC, 2053, 0, 22.3100000 :13.9500000 10.3476923 N,R5.1,LOC, 2054, 0, 22.3100000. , 13.9500000 .11.3423077, N,R5.1,LOC, 2055, 0, 22.3100000 13.9500000 12.3369231,; N,RS.1,LOC, 2056, 0,: 22.3100000 w.13.9500000 - 13.3315385 c N,RS.1,LOC, 2057, 0, 22.3100000. 13.9500000, 14.3261538k. N,RS.1,LOC, 2058, 0, -.22;3100000,
- 13.9500000. 15.3207692 N,RS.1,LOC, 2059, 0,: 22.3100000. 13.9500000, 16.3153846.
N,RS.1,LOC, 2060, 0,' 24.4696284, 14;1707763 4.38000000 N,RS.1,LOC, 2062, 0, 24.4696284. , -14.1707763, 17. 3100000,^ N,R5.1,LOC, 2063, 0, 24.9058938 14.5912140 17.3100000, N,RS.1,LOC, 2064, 0, '24.4696284. 14.1707763, 5; 37461538 N,RS.1,LOC, 2065, 0, 24.4696284. 14 . 1707763 6.36923077-N,RS.1,LOC, 2066, 0, .24;4696284, ,-.14 ;1707763
- 7.36384615.,
N,RS.1,LOC, 2067, 0, 24.4696284. -14.1707763 8.35846154. N,R5.1,LOC, 2068, 0, 24.4696284- .14.1707763 - 9.35307692 I N,RS.1,LOC, 2069, 0, 24.4696284 * :14.1707763 -- 0.3476923 N,R5.1,LOC, 2070, 0, 24.4696284, .14.1707763,
- 11.3423077 N,RS.1,LOC, 2071, 0, 24.4696284, P 14.1707763, 12.3369231 N,R5.1,LOC, 2072, 0,- 24.4696284 ,141707763, 13.3315385 N,R5.1,LOC, 2073, 0, :24.4696284 ,14.1707763, 14.3261538, N,R5.1,LOC, 2074, 0,.- 24.4696284 14.1707763, 15.3207692 N,RKS.1,LOC, 2075, 0, 24.4696284, -14.1707763 16.3153846 N,RS.1,LOC, 2076, 0, 24.9058938 14.5912140 5.37461538,:.
N,RS.1,LOC, 2077, 0, 24.9058938 ;,-14.5912140 - 6.36923077 N,RS.1,LOC, 2078, 0, 24.9058938, 14.5912140 .7.36384615 N,RS.1,LOC, 2079, 0,-, 24.90S8938 14.5912140
- 8.35846154 N,RS.1,LOC, 2080, 0, ,24.9058938 - 14.5912140 -9.35307692 N,R. 1,LOC, 2081, 0,, 24.9058938 .14.@5912140
- 10.3476923;
l 1:I HABGE-01/99-0745, Revision 2 N,RS.1,LOC, 2082, 0, 24.9058938 14.5912140 11.3423077 N,RS.1,LOC, 2083, 0, 24.9058938 14.5912140 12.3369231 N,R5.1,LOC, 2084, 0, 24.9058938 14.5912140 13.3315385 N,RS.1,LOC, 2085, 0, 24.9058938 14.5912140 14.3261538 N,R5.1,LOC, 2086, 0, 24.9058938 14.5912140 15.3207692 N,R5.1,LOC, 2087, 0, 24.9058938 14.5912140 16.3153846 N,R5.1,LOC, 2089, 0, 24.6672232 13.4734277 4.38000000 N,RS.1,LOC, 2090, 0, 25.3000000 13.3000000 17.3100000 N,RS.1,LOC, 2091, 0, 24.6672232 13.4734277 17.3100000 N,RS.1,LOC, 2092, 0, 25.3000000 13.3000000 5.37461538 N,RS.1,LOC, 2093, 0, 25.3000000 13.3000000 6.36923077 N,RS.1,LOC, 2094, 0, 25.3000000 13.3000000 7.36384615 N,RS.1,LOC, 2095, 0, 25.3000000 13.3000000 8.35846154 N,R5.1,LOC, 2096, 0, '25.3000000 13.3000000 9.35307692 N,R5.1,LOC, 2097, 0, O 25.3000000 13.3000000 10.3476923 N,R5.1,LOC, 2098, 0, 25.3000000 13.3000000 11.3423077 N,RS.1,LOC, 2099, 0, 25.3000000 13.3000000 12.3369231 N,RS.1,LOC, 2100, 0, 25.3000000 13.3000000 13.3315385 N,R5.1,LOC, 2101, 0, 25.3000000 13.3000000 14.3261538 N,RS.1,LOC, 2102, 0, 25.3000000 13.3000000 15.3207692 N,RS.1,LOC, 2103, 0, 25.3000000 13.3000000 16.3153846 N,R5.1,LOC, 2104, 0, 24.6672232 13.4734277 5.37461538 N,R5.1,LOC, 2105, 0, 24.6672232 13.4734277 6.36923077 N,RS.1,LOC, 2106, 0, 24.6672232 13.4734277 7.36384615 N,RS.1,LOC, 2107, 0, 24.6672232 13.4734277 8.35846154 N,RS.1,LOC, 2108, 0, 24.6672232 13.4734277 9.35307692 N,RS.1,LOC, 2109, 0, 24.6672232 13.4734277 10.3476923 N,RS.1,LOC, 2110, 0, 24.6672232 13.4734277 11.3423077 N,R5.1,LOC, 2111, 0, 24.6672232 13.4734277 12.3369231 N,RS.1,LOC, 2112, 0, 24.6672232 13.4734277 13.3315385 N,RS.1,LOC, 2113, 0, 24.6672232 13.4734277 14.3261538 N,RS.1,LOC, 2114, 0, 24.6672232 13.4734277 15.3207692 N,RS.1,LOC, 2115, 0, 24.6672232 13.4734277 16.3153846 N,RS.1,LOC, 2116, 0, 24.0232967 13.0494213 4.38000000 N,RS.1,LOC, 2118, 0, 24.0232967 13.0494213 17.3100000 N,RS.1,LOC, 2119, 0, 24.1000000 12.4000000 17.3100000 N,RS.1,LOC, 2120, 0, 24.0232967 13.0494213 5.37461538 N,RS.1,LOC, 2121, 0, 24.0232967 13.0494213 6.36923077 N,RS.1,LOC, 2122, 0, 24.0232967 13.0494213 7.36384615 N,R5.1,LOC, 2123, 0, 24.0232967 13.0494213 8.35846154 N,R5.1,LOC, 2124, 0, 24.0232967 13.0494213 9.35307692 N,RS.1,LOC, 2125, 0, 24.0232967 13.0494213 10.3476923 N,RS.1,LOC, 2126, 0, 24.0232967 13.0494213 11.3423077 N,R5.1,LOC, 2127, 0, 24.0232967 13.0494213 12.3369231 N,RS.1,LOC, 2128, 0, 24.0232967 13.0494213 13.3315385 N,RS.1,LOC, 2129, 0, 24.0232967 13.0494213 14.3261538 N,R5.1,LOC, 2130, 0, 24.0232967 13.0494213 15.3207692 N,R5.1,LOC, 2131, 0, 24.0232967 13.0494213 16.3153846 N,R5.1,LOC, 2132, 0, 24.1000000 12.4000000 5.37461538 N,RS.1,LOC, 2133, 0, 24.1000000 12.4000000 6.36923077 N,RS.1,LOC, 2134, 0, 24.1000000 12.4000000 7.36384615 N,R5.1,LOC, 2135, 0, 24.1000000 12.4000000 B.35846154 N,R5.1,LOC, 2136, 0, 24.1000000 12.4000000 9.35307692 N,RS.1,LOC, 2137, 0, 24.1000000 12.4000000 10.3476923 N,RS.1,LOC, 2138, 0, 24.1000000 12.4000000 11.3423077 N,RS.1,LOC, 2139, 0, 24.1000000 12.4000000 12.3369231 N,R5.1,LOC, 2140, 0, 24.1000000 12.4000000 13.3315385 N,R5.1,LOC, 2141, 0, 24.1000000 12.4000000 14.3261538 N,R5.1,LOC, 2142, 0, 24.1000000 12.4000000 15.3207692 N,RS.1,LOC, 2143, 0, 24.1000000 12.4000000 16.3153846 N,R5.1,LOC, 2145, 0, 23.3500000 13.2100000 4.38000000 N,RS.1,LOC, 2146, 0, 22.9000000 12.9000000 17.3100000 N,RS.1,LOC, 2147, 0, 23.3500000 13.2100000 17.3100000 N,RS.1,LOC, 2148, 0, 23.3500000 13.2100000 5.37461538 N,RS.1,LOC, 2149, 0, 23.3500000 13.2100000 6.36923077 N,RS.1,LOC, 2150, 0, 23.3500000 13.2100000 7.36384615 N,R5.1,LOC, 2151, 0, -23.3500000 13.2100000 8.35846154 N,RS.1,LOC, 2152, 0, 23.3500000 13.2100000 9.35307692 N,R5.1,LOC, 2153, 0, 23.3500000 13.2100000 10.3476923 N,RS.1,LOC, 2154, 0, 23.3500000 13.2100000 11.3423077 N,R5.1,LOC, 2155, 0, 23.3500000 13.2100000 12.3369231 N,R5.1,LOC, 2156, 0, 23.3500000 13.2100000 13.3315385 N,R5.1,LOC, 2157, 0, 23.3500000 13.2100000 14.326iS38 N,RS.1,LOC, 2158, 0, 23.3500000 13.2100000 15.3207692
HABGE-01/990745, Revision 2 A It
)
N,RS.1,LOC, 2159, 0, 23.3500000 13.2100000 16.315384 6 N,R5.1,LOC, 2160, 0, .22.9000000 12.9000000 5.37461538 N,R5.1,LOC, N,RS.1,LOC, 2161, 2162, 0, 22.9000000 0, 22.9000000 12.9000000 1229000000 I 6.36923077 7.36384615 N,R5.1,LOC, 2163, 0, 22.9q00000 12.9000000 8.35846154' N,R5.1,LOC, 2164, 0, 22:.9000000 12.9000000 9.35307692 N,RS.1,LOC, 2165, 0, 22.9000000 12.9000000' 10.3476923. N,RS.1,LOC, 2166, 0, 22.'9000000 12.'9000000 11.3423077 N,R5.1,LOC, N,RS.l,LOC, 2167, 2168, 0, 22.9000000 0 '22.9000000 12.9000000 12.9000000 I 12.3369231 13.3315385 1N,R5.1,LOC, 2169, 0, 22.9000000 12.9000000 14.3261538 . ... .. . N,RS.1,LOC, 2170, 0, 22.9000000 12.9000000 15.3207692 ,: 8 N,RS.1,LOC, 2171, 0, 22.9000000 12.9000000 16.3153846 , N,RS.1,LOC, 2183, 0, '23.9500000- 13.6700000 14.3261538 8 - N,RS.1,LOC, 2184, 0, 23.9500000 13.6700000 15.3207692 N,RS.1,LOC, 2185, 0, 23.9500000 13.6700000 16.3153846 . . N,R5.1,LOC, 2186, 0, 23.3000000 14.9000000 . . N,RS.1,LOC, 2187, 0, 23.6015372 14.3293988 . . . . N,RS.1,LOC, 2188, 0, 23.1373704 13.8087416 . . . . N,RS.1,LOC, 2189, 0, 22.3100000 13.9500000 ,: :. :: N,RS.1,LOC, 2190, 0, 23.6015372 14.3293988 3.28500000 k N,R5.1,LOC, 2191, 0, '23.6015372 14;3293988 2.19000000 . . N,RS.1,LOC, 2192, 0, 23.6015372 14.3293988 1.09500000 N,R5.1,LOC, 2193, 0, .23.3000000 14;9000000 3.28500000 N,R5.1,LOC, 2194, 0, 23.3000000 14.9000000 2. 19000000 N,RS.1,LOC, 2195, 0, '23.3000000 14.9000000 1.09500000 N,R5.1,LOC, 2196, 0, 23.1373704 13.8087416 3.28500000 N,RS.1,LOC, 2197, 0, 23.1373704' 13.8087416 2.19000000 N,RS.1,LOC, 2198, 0, 23.1373704 13.8087416 1.09500000 N,RS.1,LOC, 2199, 0, 22.3100000 13.9500000 3.28500000 N,RS.1,LOC, 2200, 0, 22.3100000 13.9500000 2.19000000 N,R5.1,LOC, 2201, 0, 22.3100000 13.9500000 1.09500000 N,RS.1,LOC, N,RS.1,LOC, 2202, 2203, 0, 24.4696284 0, '24.9058938 14.1707763 14.5912140 I N,RS.1,LOC, 2204, 0, 24.4696284 14.1707763 3.28500000 N,RS.1,LOC, 2205, 0, 24.4696284 14.1707763 2.19000000 N,RS.1,LOC, 2206, 0, 24.4696284 14.1707763 1. 09500000 N,RS.1,LOC, 2207, 0, -24.9058938 14.5912140 3.28500000 N,R5.1,LOC, 2208, 0, 24.9058938 14.5912140 2 19000000 N,R5.1,LOC, 2209, 0, '24.9058938 14.5912140 1.09500000 N,R5.1,LOC, 2210, 0, 25.3000000 13.3000000 N,RS.1,LOC, 2211, 0, 24.6672232 13.4734277 N,R5.1,LOC, 2212, 0, 25.3000000 13.3000000 3.28500000 N,R5.1,LOC, 2213, 0,. 25.3000000 13.3000000 2.19000000 N,RS.1,LOC, 2214, 0, 25.3000000 13.3000000 1.09500000 N,R5.1,LOC, 2215, 0, '24.6672232 13.4734277 3.28500000 . I'.", NRS.1,LOC, 2216, 0, 24.6672232 13.4734277 .2.19000000 N,R5.1,LOC, 2217, 0, 24.6672232 13.4734277 1.09500000 N,R5.1,LOC, 2218, 0, 24.0232967 13.0494213 N,R5.1,LOC, 2219, 0, '24.1000000 12.4000000 N,R5.1,LOC, 2220, 0, 24.0232967 13.0494213 .3.28500000 N4,R5.1,LOC, 2221, 0, 24.0232967 13.0494213 ,2.19000000 N,R5.1,LOC, 2222, 0, 24.0232967 13.0494213 1.09500000 N,RS.1,LOC, 2223, 0, 24.1000000 12.4000000 3.28500000 N,R5.1,LOC, 2224, 0, 24.1000000 12.4000000 2.19000000 N,R5.1,LOC, N,R5.1,LOC, 2225, 2226, 0,. 24.1000000 0, 22.9000000 12.4000000 12.9000000 8 .1.09500000 N,RS.1,LOC, 2227, '0, 23.3500000 13.2100000 N,R5.1,LOC, 2228, 0, 23.3500000 13.2100000 .3.28500000 N,R5.1,LOC, 2229, 0, 23.3500000 13.2100000 2.19000000 N,R5.1,LOC, 2230, 0, 23.3500000 13.2100000 1.09500000 N,R5.1,LOC, N,R5.1,LOC, 2231, 2232, 0, 22.9000000 0, 22.9000000 12.9000000 12.9000000 I 3.28500000 2.19000000 N,R5.1,LOC, 2233, 0, 22.9000000 12.9000000 1.09500000 NRS.1,LOC, -1, . . k , , EN,RS.1,ATTR, 4, 1, ." 1, 1,. 159,., O0, 0, 0, 0 EN,RS.1,NODE, 15, 16, 17, 18, EN,R5.1,ATTR, 4, 1, . 1, 1, 160, 0, 0, 0, 0 EN,RS.1,NODE, 16, 20, 30, 17, EN,R5.1,ATTR, 4, 1,, . 1, 1, .161,- 0,, 0, 0,O' 0 EN,RS.1,NODE, 20, 21, 31, 30, EN,RS.1,ATTR, 4, 1,. 1, 1, 162, 0, 0, 0, 0 EN,R5.1,NODE, 21, 22, 32, 31, EN,RS.1,ATTR, 4, 1, . 1, 1, ( 163, 0, I 0,l.0, 0
.I. I HABGE-01/99-0745, Revision 2 A 12, EN,R5.1,NODE, 22, 23, 33, 32, EN,,RS.1,ATTR, 4, 1, 1, 1, 164, 0, 0, 0, 0 EN,R5.1,NODE, 23, 24, 34, 33, EN,R5.1,ATTR, 4, 1, 1, 1, 165, 0, 0, 0, 0 EN,RS.1,NODE, 24, 25, 35, 34, EN,R5.1,ATTR, 4, 1, 1, 1, 166, 0, 0, 0, 0 EN,RS.1,NO0E, 25, 26, 36, 35, EN,RS.1,ATTR, 4, 1, 1, 1, 167, 0, 0, 0, 0 EN,RS.1,NODE, 26, 27, 37, 36, EN,RS.1,ATTR, 4, 1, 1, 1, 168, 0, 0, 0, 0 EN,R5.1,NODE, 27, 28, 38, 37, EN,R5.1,ATTR, 4, 1, 1, 1, 169, 0, 0, 0, 0 EN,RS.1,NODE, 28, 19, 29, 38, EN,RS.1,ATTR, 4, 1, 1, 1, 170, 0, 0, 0, 0 EN,R5.1,NODE, 19, 40, 42, 29, EN,RS.1,ATTR, 4, 1, 1, 1, 171, 0, 0, 0, 0 EN,RS.1,NODE, 40, 39, 41, 42, EN,R5.1,ATTR, 4, 1, 1, 1, 172, 0, 0, 0, 0 EN,RS.1,NODE, 39, 44, 54, 41, EN,R5.1,ATTR, 4, 1, 1, 1, 173, 0, 0O 0, 0 EN,R5.1,NODE, 44, 45, SS, 54, EN,RS.1,ATTR, 4, 1, 1, 1, 174, 0, 0, 0, 0 EN,RS.1,NODE, 45, 46, 56, 55, EN,RS.1,ATTR, 4, 1, 1, 1, 175, 0, 0, 0, 0 EN,RS.1,NODE, 46, 47, 57, 56, EN,RS.1,ATTR, 4, 1, 1, 1, 176, 0, 0, 0, 0 EN,R5.1,NODE, 47, 48, 58, 57, EN,,R5.1,ATTR, 4, 1, 1, 1, 177, 0, 0, 0, 0 EN,R5.1,NODE, 48, 49, 59, Ss, EN,RS.1,ATTR, 4, 1, 1, 1, 178, 0, 0, 0, 0 EIJ,R5.1,NODE, 49, SO, 60, 59, EIJ,RS.1,ATTR, 4, 1,, 1, 1, 179, 0, 0, 0, 0 EN,R5.1,NODE, 50, 51, 61, 60, EN,RS.1,ATTR, 4, 1, 1, 1, 180, 0, 0, 0, 0 EN,R5.1,NODE, S1, 52, 62, 61, EN,R5.1,ATTR, 4, 1, 1, 1, 181, 0, 0, 0, 0 EN,RS.1,NODE, 52, 43, 53, 62, EN,RS.1,ATTR, 4, 1, 1, 1, 182, 0, 0, 0, 0 EN,RS.1,NODE, 43, 63, 64, 53, EN,R5.1,ATTR, 4, 1, 1, 1, 183, 0, 0, 0, 0 EN,RS.1,NODS, 63, 66, 76, 64, EN,RS.1,ATTR, 4, 1, 1, 1, 184, 0, 0, 0, 0 EN,RS.1,NODE, 66, 67, 77, 76, EN,RS.1,ATTR, 4, 1, 1, 1, 185, 0, 0, 0, 0 EN,R5.1,NODE, 67, 68, 78, 77, EN,RS.1,ATTR, 4, 1, 1, 1, 186, 0, 0, 0, 0 EN,RS.1,NODE, 68, 69, 79, 78, EN,RS.1,ATTR, 4, 1, 1, 1, 187, 0, 0, 0, 0 EN,RS.1,NODE, 69, 70, 80, 79, EN,R5.1,ATTR, 4, 1, 1, 1, 1B8, 0, 0, 0, 0 EN,R5.1,NODE, 70, 71, 81, 80, EN,R5.1,ATTR, 4, 1, 1, 1, 189, 0, 0, 0, 0 EN,RS.1,NODE, 71, 72, 82, 81, EN,R5.1,ATTR, 4, 1, 1, 1, 190, 0, 0, 0, 0 EN,R5.1,NODE, 72, 73, 83, 82, EN,R5.1,ATTR, 4, 1, 1, 1, 191, 0, 0, 0, 0 EN,RS.1,NODE, 73, 74, 84, 83, EN,R5.1,ATTR, 4, 1, 1, 1, 192, 0, 0, 0, 0 EN,RS.1,NODE, 74, 65, 75, 84, EN,RS.1,ATTR, 4, 1, 1, 1, 193, 0, 0, 0, 0 EN,R5.1,NODE, 85, 86, 95, 104, EN,R5.1,ATTR, 4, 1, 1, 1, 194, 0, 0, 0, 0 EN,R5.1,NODE, 104, 95, 94, 103, EN,RS.1,ATTR, 4, 1, 1, 1, 195, 0, 0, 0, 0 EN,R5.1,NODE, 103, 94, 93, 102, EN,R5.1,ATTR, 4, 1, 1, 1, 196, 0, 0, 0, 0 EN,R5.1,NODE, 102, 93, 92, 101, EN,R5.1,ATTR, 4, 1, 1, 1, 197, 0, 0, 0, 0 EN,R5.1,NODE, 101, 92, 91, 100, EN,RS.1,ATTR, 4, 1 1, 1, 198, 0, 0, 0, 0 EN,RS.1,NODE, 100, 91, 90, 99, EN,R5.1,ATTR, 4, 1, 1, 1, 199, 0, 0, 0, 0 EN,RS.1,NODE, 99, 90, 89, 98, EN,R5.1,ATTR, 4, 1, 1, 1, 200, 0, 0, 0, 0
HABGE-01/99-0745, Revision 2 A13 EN,R5.1,NODE, 98, 89, 88, 97, EN,R5.1,ATTR, 4, 1, 1, 1,. 201, I 0, 0, 0 EN,R5.1,NODE, 97, S8, 87, 96, .. :' O. EN,R5.1,ATTR, 4, 1, 1, 1, 202, 0, I 0, 0, 0 EN,RS.1,NODE, 96, 87, 26, 15, EN,R5.1,ATTR, 4, 1, x 1, 1, ' 203, I 0, 0, 0 EN,R5.1,NODE, 105, 107, 126, 125, EN,RS.1,ATTR, 4, 1, .' 1, -1, '204, , .0, 0,. 0, 0
. 0, EN,R5.1,NODE, 107, 106, 216, 126, EN, R. 1,ATTR, 4, 1, 1, .. 1, 205, . 0, 0,: 0 EN,R5.1,NODE, 125, 126, 127, 124, I- 0, EN,RS.1,ATTR, 4, 1, 1, 1, -206, ; .0, ENR5.lNODE,
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HABGE-01/99-0745, Revision 2 A 1S
)
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HABGEOI1/99-0745, ReviSion 2 Ai'q
)
EN,RS 1,NODE, 339, 338, 354, 352, O EN,R5.1,ATTR, EN, RS. 1,NODE, EN,RES.1, ATTR, 4,I 337, 4,I 355, 1, 354, 338, 351, 352, 0, 0, 0 0, 0,I
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ttl - HABGE-01/99-0745, Revision 2 A18
)
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HABGEI01/99-0745, Revision 2 AZ2Z EN,RS.1,NODE, 2166, 2138, 2126, 2154, 2167, 2139, 2127, 2155 EN,R5.1,ATTR, 8, 2, 4, 2, 3215,
- 0, 0, 0, 0 EN,RS.1,NODE, 2167, 2139, 2127, 2155, 2168, 2140, 2128, 2156 EN,RS.1,ATTR, 8, 2, 4, 2, 3216, 0, O0 O0 0 EN,R5.1,NODE, 2168, 2140, 2128, 2156, 2169, 2141, 2129, 2157 EN,RS.1,ATTR, 8, 2, 4, 2, 3217, 0, 0, 0, 0 EN,RS.1,NODE, 2169, 2141, 2129, 2157, 2170, 2142, 2130, 2158 EN,RS.1,ATTR, 8, 2, 4, 2, 3218, 0, 0, 0, 0 EN,RS.1,NODE, 2170, 2142, 2130, 2158, 2171, 2143, 2131, 2159 EN,R5.1,ATTR, 8, 2, 4, 2, 3219, o0 0, 0, 0 EN,RS.1,NODE, 2171, 2143, 2131, 2159, 2146, 2119, 2118, 2147 EN,RS.1,ATTR, 8, 2, 4, 2, 3220, 0, O0 O0 0 EN,RS.1,NODE, 391, 349, 2145, 2006, 2048, 2160, 2148, 2036 EN,RS.1,ATTR, 8, 2, 4, 2, 3221, 0, 0, 0, 0 EN,RS.1,NODE, 2048, 2160, 2148, 2036, 2049, 2161, 2149, 2037 EN,R5.1,ATTR, 8, 2, 4, 2, 3222, 0, O0 O0 0 EN,R5.1,NODE, 2049, 2161, 2149, 2037, 2050, 2162, 2150, 2038 EN,RS.1,ATTR, 8, 2, 4, 2, 3223, 0, 0, 0, 0 EN,R5.1,NODE, 2050, 2162, 2150, 2038, 2051, 2163, 2151, 2039 EN,RS.1,ATTR, 8, 2, 4, 2, 3224, 0, 0, 0, 0 EN,RS.1,NODE, 2051, 2163, 2151, 2039, 2052, 2164, 2152, 2040 EN,RS.1,ATTR, 8, 2, 4, 2, 3225, 0, 0, 0, 0 EN,RS.1,NODE, 2052, 2164, 2152, 2040, 2053, 2165, 2153, 2041 EN,RS.1,ATTR, 8, 2, 4, 2, 3226, 0, 0, 0, 0 EN,RS.1,NODE, 2053, 2165, 2153, 2041, 2054, 2166, 2154, 2042 EN,RS.1,ATTR, 8, 2, 4, 2, 3227, O0 0, 0, 0 EN,RS.1,NODE, 2054, 2166, 2154, 2042, 2055, 2167, 2155, 2043 EN,R5.1,ATTR, 8, 2, 4, 2, 3228, O0 0, 0, 0 EN,RS.1,NODE, 2055, 2167, 2155, 2043, 2056, 2168, 2156, 2044 EN,R5.1,ATTR, 8, 2, 4, 2, 3229, O0 0, 0, 0 EN,RS.1,NODE, 2056, 2168, 2156, 2044, 2057, 2169, 2157, 2045 EN,R5.1,ATTR, 8, 2, 4, 2, 3230, 0, O0 O 0 EN,R5.1,NODE, 2057, 2169, 2157, 2045, 2058, 2170, 2158, 2046 EN,RS.1,ATTR, 8, 2, 4, 2, 3231, 0, 0, 0, 0 EN,R5.1,NODE, 2058, 2170, 2158, 2046, 2059, 2171, 2159, 2047 EN,R5.1,ATTR, 8, 2, 4, 2, 3232, o0 0, 0, 0 EN,R5.1,NODE, 2059, 2171, 2159, 2047, 2011, 2146, 2147, 2010 EN,RS.1,ATTR, 8, 2, 4, 2, 3233, O0 0, 0, 0 EN,R5.1,NODE, 2006, 5, 2060, 2005, 2036, 6, 2064, 2012 EN,R5.1,ATTR, 8, 2, 4, 2, 3234, 0, 0, 0, 0 EN,RS.1,NODE, 2036, 6, 2064, 2012, 2037, 7, 2065, 2013 EN,R5.1,ATTR, 8, 2, 4, 2, 3235, O0 0, 0, 0 EN,R5.1,NODE, 2037, 7, 2065, 2013, 2038, 8, 2066, 2014 EN,RS.1,ATTR, 8, 2, 4, 2, 3236, O0 0. o DI EN,R5.1,NODE, 2038, 8, 2066, 2014, 2039, 9, 2067, 2015 EN,RS.1,ATTR, 8, 2, 4, 2, 3237, o0 0, 0, 0 EN,R5.1,NODE, 2039, 9, 2067, 2015, 2040, 10, 2068, 2016 EN,RS.1,ATTR, 8, 2, 4, 2, 3238, 0, 0, 0, 0 EN,R5.1,NODE, 2040, 10, 2068, 2016, 2041, 11, 2069, 2017 EN,R5.1,ATTR, 8, 2, 4, 2, 3239, 0, 0, 0,0 EN,R5.1,NODE, 2041, 11, 2069, 2017, 2042, 12, 2070, 2018 EN,RS.1,ATTR, 8, 2, 4, 2, 3240, 0, 0, 0, 0 EN,RS.1,NODE, 2042, 12, 2070, 2018, 2043, 13, 2071, 2019 EN,RS.1,ATTR, 8, 2, 4, 2, 3241, 0, 0, 0,0 EN,RS.1,NODE, 2043, 13, 2071, 2019, 2044, 14, 2072, 2020 EN,R5.1,ATTR, 8, 2, 4, 2, 3242, 0, 0, 0, 0 EN,RS.1,NODE, 2044, 14, 2072, 2020, 2045, 2183, 2073, 2021 EN,RS.1,ATTR, 8, 2, 4, 2, 3243, 0, O0 O0 0 EN,R5.1,NODE, 2045, 2183, 2073, 2021, 2046, 2184, 2074, 2022 EN,RS.1,ATTR, 8, 2, 4, 2, 3244, 0, 0, 0,0 EN,R5.1,NODE, 2046, 2184, 2074, 2022, 2047, 2185, 2075, 2023 EN,RS.1,ATTR, 8, 2, 4, 2, 3245, 0, 0, 0, 0 EN,RS.1,N0DE, 2047, 2185, 2075, 2023, 2010, 2003, 2062, 2009 EN,RS.1,ATTR, 8, 2, 4, 2, 3246, 0, 0, 0, 0 EN,RS.1,NODE, 2006, 2145, 2116, 5, 2036, 2148, 2120, 6 EN,R5.1,ATTR, 8, 2, 4, 2, 3247, O0 0, 0, 0 EN,RS.1,NODE, 2036, 2148, 2120, 6, 2037, 2149, 2121, 7 EN,R5.1,ATTR, 8, 2, 4, 2, 3248, 0, 0, 0,0 EN,R5.1,NODE, 2037, 2149, 2121, 7, 2038, 2150, 2122, 8 EN,RS.1,ATTR, 8, 2, 4, 2, 3249, 0, 0, 0, 0 EN,R5.1,NODE, 2038, 2150, 2122, 8, 2039, 2151, 2123, 9 EN,RS.1,ATTR, 8, 2, 4, 2, 3250, O0 0, 0, 0 EN,RS.1,NODE, 2039, 2151, 2123, 9, 2040, 2152, 2124, 10 EN,RS.1,ATTR, 8, 2, 4, 2, 3251, 0, 0, 0, 0
HABGE01/99-0745, Revision 2 AZ3 EN,RS.1,NODE, 2040, 2152, .2124, 10, 2041, 2153, .2125, 11 ENRS.1,ATTR, 8, 2, C, 4, 2, 3252, 1 0, . 0, 0,.0 EN,R5.1,NODE, 2041, 2153, .2125, 11, 2042, 2154, 2126, 12 ENR5.1,ATTR, 8, 2, 4, - 2, .3253, ' 0, 0, 0, 0 EN,RS.1,NODE, 2042, 2154, 2126, 12, 2043, 2155, .2127, 13 EN,RS.1,ATTR, 8, 2, .' 4, 2, .3254,
- 0, .' 0, 0,.0 I I- L, EN,RS.1,NODE, 2043, 2155, 2127, , 13, .2044, 2156, 2128, . :14 EN,RS.1,ATTR, 8. -2, 4, 2, 3255, 0, . 0. 0, 0 ENRS.1,NODE, 2044, 2156, 2128, 14, .2045, 2157, 2129, 2183 EN,R5.1,ATTR, 8, .2,' 4, ' 2, .3256, , 0, .' 0, 0, 0 I
ENRS.1,NODE, 2045, 2157, 2129, 2183, .2046, .2158, 2130, 2184 I i . . ENR5.1,ATTR, 8, 2, 4, : 2, .3257, . 0, ,. 0, 0,0 EN,RS.1,NODE, 2046, 2158, 2130, 2184, .2047, .2159, 2131, 2185 ENR5.1,ATTR, 8, 2, 4, 2, .3258, 0. 0, 0, 0 EN,RS.1,N0DE, 2047, 2159, .2131, 2185, .2010, .2147, 2118, .2003 EN,RS.1,ATTR, 8, .2, . 4, t '2, .3259, 0, . 0, 0, 0 ENRS.1,NODE, 5, 2116, .2089, 2060, . '6, .2120, 2104, .2064 EN,R5.1,ATTR, 8, 2, - 4, . 2, .3260, ' 0, 0 0, 0,.0 EN,R5.1,NODE, 6, 2120, .2104, 2064, . '-7, 2121, 2105, 2065 EN,R5.1,ATTR, 8, 2, 4, 2, 3261, . 0, .. 0, 0,-0 EUR5.1,NODE, 7, '2121, 2105, 2065, ' 8, 2122, 2106, .2066 EN,R5.1,ATTR, 8, 2, 4,' 2, 3262, 0, 0, 0,0 EN1R5.1,NODE, 8, 2122, .2106, 2066, , 9, 2123, 2107, 2067 ENR5.1,ATTR, 8, 2, - 4, 2, 3263, 0, 0, 0, 0 EN,R5.1,NODE, 9, 2123, 2107, 2067, -- 10, .2124, 2108, 2068 ENR5.1,ATTR, 8, 2, 4, 2, *3264, , 0, 0, 0,-0 ENRS.1,NODE, 10, 2124, 2108, 2068, 11, .2125, 2109, .2069 EN,RS.1,ATTR, 8, 2, 4, 2, .3265, 0, 0, 0, 0 ENR5.1,NODE, 11, '2125, 2109, 2069, '.12, 2126, 2110, 2070 .1. ENR5.1,ATTR, 8, 2, 4, ': 2, ,'3266, . 0, 0 0,'0 EN,R5.1,NODE, 122, 2126, 2110, 2070, .'.13, .2127, 2111, .2071 ZNR5.1,ATTR, 8, - 2, 4,I 2,I 3267, , 0, 0, 0, 0 EN,R5.1,NODE, 13, '2127, 2111, 2071, . 14, .2126, 2112, , 2072 EN,R5.1,ATTR, 8, 2, . 4, 2, .3268, . 0,I 0, 0,- 0 EN,R5.1,NODE, 14, 2128, 2112, 2072, '2183, .2129, 2113, .2073 ENRS.1,ATTR, 8, 2, ' 4, 2, 3269, 0, .0, 0, 0 EN,RS.1,NODE, 2183, '2129, '2113, 2073, 2184, ,2130, 2114, 2074 EN,R5.1,ATTR, 8, 2, ' 4, 2, . 3270, - 0, 0, 0,- 0 EN,R5.1,NODE, 2184, 2130, 2114, .2074, -2185, 2131, 2115, , 2075 EN,R5.1,ATTR, 8, 2, 4, 2, 3271, 0, 0, 0, 0 EN,RS.1,NODE, 2185, 2131, 2115, 2075, 2003,. 2118, 2091, - 2062 EN,R5.1,ATTR, 8, 2, 4, 2, -3272, 0, 0,- 0, 0 ENR5.1,NODE, 390, 2005, 2006, 391, 2193, 2190, 2196,.' 2199 EN,R5.1,ATTR, 8, 2, 4, 2, 3273, 0, 0, 0, 0 EN,R5.1,NODE, 2193, 2190, 2196, 2199, ;2194, 2191, 2197, - 2200 EN,R5.1,ATTR, 8, 2, 4, 2, 3274, .0, - 0, 0,:0 EN,R5.1,NODE, 2194, 2191, 2197, 2200, 2195,' 2192, 2198, . 2201 EN,RS.18ATTR, e, 2, 4,. . .:2, :3275, 0, .0, 0, 0. ENRS.1,NODE, 2195, 2192, 2198, .2201,> 2186, 2187, 2188, . 2189 EN,RS.1,ATTR, 8, 2, 4, 2, 3276,' . 0, , 0, 0,'0 EN,R5.1,NODE, 390, 333, 2060, 2005, 2193,- 2207,- 2204, - 2190 EN,RS.1,ATTR, 8, 2, 4, )..2, :.3277, 0, . 0, .0,0 EN,R5.1,NODE, 2193, 2207, 2204, 2190,-<K-2194, 2208, .2205,. 2191 ENR5.1,ATTR, 8, 2, 4,' 2, .3278, . ' .0, 0,:0, .0 EN,R5.1,N0DE, 2194, 2208, 2205, '-2191, .2195; 2209,. 2206, 2192 ENRS.1,ATTR, 8, ' 2, 4I ' 2,. . 3279, L 0, '.0, 0, 0 EN,RS.1,NODE, 2195, 2209, 2206, 2192, 2186, 2203, .:2202,. 2187 ENR5.1,ATTR, 8, 2, 4, ' .'2, .3280,' 0, . 0,L 00 EN,RS.1,NODE, 2060, 333, 350, 2089, 2204, 2207,. 2212, 2215' EN,R5.1,ATTR, 8, . 2, 4, -2,:'3281, 0, ' 0, 0,,0 EN,R5.1,NODE, 2204, (2207, 2212, 2215, -2205, 2208, 2213, 2216 EN,R5.1,ATTR, 8, 2, 4,'.8-:. 2, 3282,. . . 0, . 0,-0, 0 g EN,R5.1,NODE, 2205, 2208, 2213, 2216, 2206,.. .2209, 2214, .-.2217 EN,R5.1,ATTR, 8, - 2, 4,I 2, 3283, 0, -'0, 0,0 EN,RS.1,NODE, 2206, r2209, 2214, 2217, 2202, 2203, 2210,. 2211 ENR5.1,ATTR, 8, 2, 4, .:..'2, t3284, : 0, 0, 0,-0. ENRS.1,NODE, 2116, 2089, 350,' - 363, .2220, .2215,' 2212, . 2223 EN,R5.1,ATTR, 8, - 2, 44, - 2 3285, 0, . 0, 0( 0 EN,R5.1,NODE, 2220, 2215, .- 2212, 2223,> 2221, 2216,2213, ' 2224 ENR5.1,ATTR, 8, 2, 4, -2, 3286,' 0,' 0, 0, 0 EN,R5.1,NODE, 2221, 2216, 2213, 2224, 2222, 2217, 2214, 2225 ENRS.1,ATTR, 86 . 2, 4, " '2, 3287, 0,. - 0, 0, .0 ENR5.140DE, 2222, 2217, 2214, '2225, 2218, 2211, 2210,, - 2219 EN,R5.1,ATTR, 8, 2, 4, 2, 3288, 0, 0, 0, 0
. ...... "']P HABGE-01/99-0745, Revision 2 4A2 EN,RS.1,NODE, 349, 2145, 2116, 363, 2231, 2228, 2220, 2223 EN,RS.1,ATTR, 8, 2, 4, 2, 3289, 0, 0, 0, 0 EN,R5.1,NODE, 2231, 2228, 2220, 2223, 2232, 2229, 2221, 2224 EN,R5.1,ATTR, 8, 2, 4, 2, 3290, 0, 0, 0, 0 EN,RS.1,NODE, 2232, 2229, 2221, 2224, 2233, 2230, 2222, 2225 EN,RS.1,ATTR, 8, 2, 4, 2, 3291, 0. 0, 0, 0 EN,R5.1,NODE, 2233, 2230, 2222, 2225, 2226, 2227, 2218, 2219 EN,R5.1,ATTR, 8, 2, 4, 2, 3292, 0, 0, 0, 0 EN,R5.1,NODE, 391, 2006, 2145, .349, 2199, 2196, 2228, 2231 EN,R5.1,ATTR, 8, 2, 4, 2, 3293, 0, 0, 0, 0 EN,R5.1,NODE, 2199, 2196, 2228, 2231, 2200, 2197, 2229, 2232 EN,R5.1,ATTR, 8, 2, 4, 2, 3294, 0, 0, 0, 0 EN,R5.1,NODE, 2200, 2197, 2229, 2232, 2201, 2198, 2230, 2233 EN,R5.1,ATTR, 8, 2, 4, 2, 3295, 0, 0, 0, 0 EN,RS.1,NODE, 2201, 2198, 2230, 2233, 2189, 2188, 2227, 2226 EN,R5.1,ATTR, 8, 2, 4, 2, 3296, 0, 0, 0, 0 EN,R5.1,NODE, 2006, 2005, 2060, 5, 2196, 2190, 2204, 4 EN,RS.1,ATTR, 8, 2, 4, 2, 3297, 0, 0, 0, 0 EN,R5.1,NODE, 2196, 2190, 2204, 4, 2197, 2191, 2205, 3 EN,RS.1,ATTR, 8, 2, 4, 2, 3298, 0, 0, 0, 0 EN,RS.1,NODE, 2197, 2191, 2205, 3, 2198, 2192, 2206, 2 EU,R5.1,ATTR, 8, 2, 4, 2, 3299, 0, 0, 0, 0 EN,R5.1,NODE, 2198, 2192, 2206, 2, 2188, 2187, 2202, 1 EN,R5.1,ATTR, 8, 2, 4, 2, 3300, 0, 0, 0, 0 EN,R5.1,NODE, 2006, 5, 2116, 2245, 2196, 4, 2220, 2228 EN,RS.1,ATTR, 8, 2, 4, 2, 3301, 0, 0, 0, 0 EN,R5.1,NODE, 2196, 4, 2220, 2228, 2197, 3, 2221, 2229 EN,RS.1,ATTR, 8, 2, 4, 2, 3302, 0, 0, 0, 0 EN,R5.1,NODE, 2197, 3, 2221, 2229, 2198, 2, 2222, 2230 EN,RS.1,ATTR, 8, 2, 4, 2, 3303, 0, 0, 0, 0 EN,R5.1,NODE, 2198, 2, 2222, 2230, 2188, 1, 2218, 2227 EN,RS.1,ATTR, 8, 2, 4, 2, 3304, 0, 0, 0, 0 EN,R5.1,NODE, 5, 2060, 2089, 2116, 4, 2204, 2215, 2220 EN,R5.1,ATTR, 8, 2, 4, 2, 3305, 0, 0, 0, 0 ER,R5.1,NODE, 4, 2204, 2215, 2220, 3, 2205, 2216, 2221 EN,R5.1,ATTR, 8, 2, 4, 2, 3306, 0, 0, 0, 0 EN*,R5.1,NODE, 3, 2205, 2216, 2221, 2, 2206, 2217, 2222 EN,RS.1,ATTR, 8, 2, 4, 2, 3307, 0, 0, 0, 0 EN,R5.1,NODE, 2, 2206, 2217, 2222, 1, 2202, 2211, 2218 EN,R5.1,ATTR, -1, CM, CDWNODE,N0DE ! get list of users selected nodes CM, CDWELEM,ELEM ! get list of users selected elements NSEL,S,NODE,, 1, 1,1 NSEL,A,NODE,, 5, 5,1 CM,RODNODES,NI!OD users rnode component definition CMSEL,S,_CDWNODE ! restore u.sers selected nodes CMSEL,S, CDWELEM ! restore u-sers selected elements CMDELE, CDWNODE ! remove ternporary node component definition CMDELE, CDWELFM ! remove ternporary element component definition MPTEMP,RS.0, 6, 1, 70.0000000 200.000000 300.000000 MPTEMP,RS.0, 6, 4, 400.000000 500.000000 600.000000 MPDATA,R5.0, 6,EX , 1, 1, 27500000.0 27500000.0 27500000.0 MPDATA,R5.0, 6,EX , 1, 4, 27500000.0 27500000.0 27500000.0 MPTEMP,R5.0, 6, 1, 70.0000000 200.000000 300.000000 MPTEMP,R5.0, 6, 4, 400.000000 500.000000 600.000000 MPDATA,R5.0, 6,NUXY, 1, 1, .300000000 .300000000 .300000000 MPDATA,R5.0, 6,NUXY, 1, 4, .300000000 .300000000 .300000000 NPTEMP,R5.0, 6, 1, 70.0000000 200.000000 300.000000 MPTEMP,R5.0, 6, 4, 400.000000 500.000000 600.000000 MPDATA,R5.0, 6,DENS, 1, 1, .279000000 .279000000 .279000000 MPDATA,R5.0, 6,DENS, 1, 4, .279000000 .279000000 .279000000 MPTEMP,R5.0, 6, 1, 70.0000000 200.000000 300.000000 MPTEMP,R5.0, 6, 4, 400.000000 500.000000 600.000000 MPDATA,R5.0, 6,EX , 2, 1, 26500000.0 26500000.0 26500000.0 MPDATA,R5.0, 6,EX , 2, 4, 26500000.0 26500000.0 26500000.0 MPTEMP,R5.0, 6, 1, 70.0000000 200.000000 300.000000 MPTEMP,RS.0, 6, 4, 400.000000 500.000000 600.000000 MPDATA,R5.0, 6,NUXY, 2, 1, .290000000 .290000000 .290000000 MPDATA,R5.0, 6,NUXY, 2, 4, .290000000 .290000000 .290000000 MPTEMP,R5.0, 6, 1, 70.0000000 200.000000 300.000000 MPTEMP,R5.0, 6, 4, 400.000000 500.000000 600.000000 MPDATA,RS.0, 6,DENS, 2, 1, .285300000 .285300000 .285300000 MPDATA,R5.0, 6,DENS, 2, 4, .285300000 .285300000 .285300000 BFUNIF,TEMP, 450.00000
HABGEOI/990745, Revision 2 A44l 3 AUTOTS, OFF 1, . .1,OFF
. WSUBST, BC,
_ USE, 0 0 1, - TIME, 1.00000000 D.OFF awn-nnnnnn
HABGE-01199-0745, Revision 2 Az, D, 42,UY , .000000000 , .000000000 D, 42,ROTX, .000000000 , .000000000 D, 42,ROTZ, .000000000 , .000000000 D, 53,UY , .000000000 , .000000000 D, 53,ROTX, .000000000 , .000000000 D, 53,ROTZ, .000000000 , .000000000 D, 54,UY , .000000000 , .000000000 D, 54,ROTX, .000000000 , .000000000 D, 54,ROTZ, .000000000 , .000000000 D, 55,UY , .000000000 , .000000000 D, 55,ROTX, .000000000 , .000000000 D, 55,ROTZ, .000000000 , .000000000 D, 56,UY , .000000000 , .000000000 D, 56,ROTX, .000000000 , .000000000 D, 56,ROTZ, .000000000 , .000000000 D, 57,UY , .000000000 I .000000000 D, 57,ROTX, .000000000 , .000000000 D, 57,ROTZ, .000000000 , .000000000 D, 58,UY , .000000000 I .000000000 D, 58,ROTX, .000000000 , .000000000 D, 58,ROTZ, .000000000 , .000000000 D, 59,UY , .000000000 , .000000000 D, 59,ROTX, .000000000 , .000000000 D, 59,ROTZ, .000000000 , .000000000 D, 60,UY , .000000000 , .000000000 D, 60,ROTX, .000000000 , .000000000 D, 60,ROTZ, .000000000 , .000000000 D, 61,UY , .000000000 , .000000000 0, 61,ROTX, .000000000 , .000000000 0, 61,ROTZ, .000000000 , .000000000 D, 62,UY , .000000000 , .000000000 D, 62,ROTX, .000000000 , .000000000 D, 62,ROTZ, .000000000 , .000000000 D, 64,UY , .000000000 , .000000000 D, 64,ROTX, .000000000 , .000000000 D, 64,ROTZ, .000000000 , .000000000 D, 75,UY , .000000000 , .000000000 D, 75,ROTX, .000000000 , .000000000 D, 75,ROTZ, .000000000 , .000000000 D, 76,UY , .000000000 , .000000000 D, 76,ROTX, .000000000 , .000000000 D, 76,ROTZ, .000000000 , .000000000 D, 77,UY , .000000000 , .000000000 D, 77,ROTX, .000000000 , .000000000 D, 77,ROTZ, .000000000 , .000000000 D, 78,UY , .000000000 , .000000000 D, 78,ROTX, .000000000 , .000000000 D, 78,ROTZ, .000000000 , .000000000 D, 79,UY , .000000000 , .000000000 O, 79,ROTX, .000000000 , .000000000 D, 79,ROTZ, .000000000 , .000000000 D, 80,UrY , .000000000 , .000000000 D, 80,ROTX, .000000000 , .000000000 D, 80,ROTZ, .000000000 , .000000000 DI 81,UY , .000000000 , .000000000 D, 81,ROTX, .000000000 , .000000000 D, 81,ROTZ, .000000000 , .000000000 D, 82,UY , .000000000 , .000000000 D, 82,ROTX, .000000000 I .000000000 D, 82,ROTZ, .000000000 , .000000000 D, 83,UY , .000000000 , .000000000 D, 83,ROTX, .000000000 , .000000000 D, 83,ROTZ, .000000000 , .000000000 D, 84,UY , .000000000 , .000000000 D, 84,ROTX, .000000000 , .000000000 0, 84,ROTZ, .000000000 , .000000000 D, 85,UX , .000000000 , .000000000 D, 85,ROTY, .000000000 , .000000000 D, 85,ROTZ, .000000000 , .000000000 D, 96,UX , .000000000 , .000000000 D, 96,ROTY, .000000000 , .000000000 D, 96,ROTz, .000000000 , .000000000 D, 97,UX I .000000000 , .000000000 D, 97,ROTY, .000000000 , .000000000
I. HABGE-01/99-07 4 5, Revision 2 AZ7. D, 97,ROTZ, .000000000 .000000000 D, 98,UX , .000000000 .000000000 D, 98,ROTY, .000000000 .000000000 D, 98,ROTZ, .000000000 .000000000 D, 99,UX , .000000000 .000000000 D, 99,ROTY, .000000000 ;000000000 '-' D, 99,ROTZ, .000000000 .000000000 D, l00,UX , .000000000 .000000000 D, 100,ROTY, .000000000 .000000000 D, 100,ROTZ, .000000000 .000000000 D, 101,UX , .000000000 .000000000 D, 101,ROTY, .000000000 .000000000 D, 101,ROTZ, .000000000 .000000000 D, 102,UX , .000000000 .000000000 D, 102,ROTY, .000000000 .000000000 D, 102,ROTZ, .000000000 .000000000 D, 103,UX , .000000000 .000000000 D, 103,ROTY, .000000000 .000000000 D, 103,ROTZ, .000000000 .000000000 D, 104,UX , .000000000 .000000000 D, 104,ROTY, .000000000 .000000000 D, 104,ROTZ, .000000000 .000000000 D, l5S,tUX , .000000000 .000000000 D, 155,ROTY, .000000000 .000000000 D, 155,ROTZ, .000000000 ,.000000000 D, 158,UX , .000000000 .000000000 D, 158,ROTY, .000000000 .000000000 D, 158,ROTZ, .000000000 .000000000 D, 221,UX I .000000000 .000000000 D, 221,ROTY, .000000000 .000000000 D, 221,ROTZ, .000000000 .000000000 D, 232,UX , .000000000 .000000000 D, 232,ROTY, .000000000 .000000000 D, 232,ROTZ, .000000000 .000000000 D, 233,VX I .000000000 .000000000 D, 233,ROTY, .000000000 .000000000 D, 233,ROTZ, .000000000 .000000000 D, 234,UX , .000000000 .000000000 D, 234,ROSY, .000000000 .000000000 D, 234,ROTZ, .000000000 .000000000 D, 235,UX , .000000000 .000000000 D, 235,ROTY, .000000000 .000000000 D, 235,ROTZ, .000000000 .000000000 D, 236,UX I .000000000 .000000000 D, 236,ROTY, .000000000 .000000000 D, 236,ROTZ, .000000000 .000000000 D, 237,UX , .000000000 .000000000 D, 237,ROTY, .000000000 .000000000 D, 237,ROTZ, .000000000 .000000000 D, 238,UX , .000000000 .000000000 D, 238,ROTY, .O00000000 .000000000 D, 238,ROTZ, .000000D00 .000000000 D, 239,UX , .000000000 .000000000 D, 239,ROTY, .000000000 .000000000 D, 239,ROTZ, .000000000 .000000000 D, 240,UX , .000000000 .000000000 D, 240,ROTY, .000000000 .000000000 D, 240,ROTZ, .000000000 .000000000 D, 271,UX , .000000000 .000000000 D, 271,ROTY, .000000000 .000000000 D, 271,ROTZ, .000000000 .000000000 D, 292,UX , .000000000 .000000000 D, 292,ROTY, .000000000 .000000000 D, 292,ROTZ, .000000000 .000000000 D, 303,UX , .000000000 .000000000 D, 303,ROTY, .000000000 .000000000 D, 303,ROTZ, .000000000 .000000000 D, 304,UX , .000000000 .000000000 D, 304,ROTY, .000000000 .000000000 D, 304,ROTZ, .000000000 .000000000 0. D, 305,UX *, .000000000 .000000000 D, 305,ROTY, o000000000
.000000000 D, 305,ROTZ, .000000000 .000000000 306,UX , .000000000 .000000000
Itim HABGE-01/990745, Revision 2
) 4Zg D, 306,ROTY, .000000000 .000000000 D, 306,ROTZ, .000000000 .000000000 D, 307,UX , .000000000 .000000000 D, 307,ROTY, .000000000 .000000000 D, 307,RoTZ, .000000000 .000000000 D, 308,UX , .000000000 .000000000 D, 308,ROTY, .000000000 .000000000 D, 308,ROTZ, .000000000 .000000000 D, 309,UX , .000000000 .000000000 D, 309,ROTY, .000000000 .000000000 D, 309,ROTZ, .000000000 .000000000 D, 310,UX , .000000000 .000000000 0,
D, 310,ROTY, .000000000 .000000000 0, D, 310,ROTZ, .000000000 .000000000 D, D, 311,UX , .000000000 .000000000 311,ROTY, .000000000 .000000000 D, 311,ROTZ, .000000000 .000000000 D, 314,UY , .000000000 .000000000 0, 0, 314,ROTX, .000000000 .000000000 0, 314,ROTZ, .000000000 .000000000 321,UY , .000000000 .000000000 D, 321,ROTX, .000000000 .000000000 0, 321,ROTZ, .000000000 .000000000 D, 473,UX , .000000000 .000000000 473,ROTY, .000000000 .000000000 D, 473,ROTZ, .000000000 * .000000000 474,UX , .000000000 .000000000 D, 474,ROTY, .000000000 .000000000 474,ROTZ, .000000000 .000000000 D, 2003,UX , .000000000 .000000000 D, 2003,UY , .000000000 .000000000 D, 2003,UZ , .000000000 .000000000 D, 2003,ROTX, .000000000 .000000000 D, 2003,ROTY, .000000000 .000000000 D, 2003,ROTZ, .000000000 .000000000 D, 2008,UX , .000000000 .000000000 D, 2008,UY , .000000000 .000000000 D, 2008,UZ , .000000000 .000000000 D, 2008,ROTX, .000000000 * .000000000 D, 2008,ROTY, .000000000 .000000000 D, 2008,ROTZ, .000000000 * .000000000 D, 2009,UX , .000000000 .000000000 D, 2009,UY , .000000000 *.000000000 D, 2009,UZ , .000000000 .000000000 D, 2009,ROTX, .000000000 *.000000000 D, 2009,ROTY, .000000000 *.000000000 D, 2009,ROTZ, .000000000 .000000000 D, 2010,UX , .000000000 .000000000 D, 2010,UY , .000000000 D, 2010,UZ , .000000000
.000000000 D, 2010,ROTX, .000000000 .000000000 D, 2010,ROTY, .000000000 .000000000 D, 2010,ROTZ, .000000000 .000000000 D, 2011,UX , .000000000 .000000000 D, 2011,UY , .000000000 .,.000000000 D, 2011,UZ , .000000000 .000000000 D, 2011,ROTX, .000000000 .000000000 D, 2011,ROTY, .000000000 .000000000 D, 2011,ROTZ, .000000000 .000000000 D, 2062,UX , .000000000 *.000000000 D,
D, 2062,UY , .000000000 .000000000 D, D, 2062,UZ , .000000000 .000000000 D, D, 2062,ROTX, .000000000 .000000000 D, D, 2062,ROTY, .000000000 .000000000 D, D, 2062,ROTZ, .000000000 *.000000000 2063,UX , .000000000 .000000000 D, D, 2063,UY , .000000000 .000000000 D, 2063,UZ , .000000000 ,.000000000 2063,ROTX, .000000000 ,.000000000 D, 2063,ROTY, .000000000 ,.000000000 2063,ROTZ, .000000000 ,.000000000 2090,UX , .000000000 *.000000000 2090,UY , .000000000 ,.000000000 2090,UZ , .000000000 F.000000000
HABGE-O1/99-0745, Revision 2 AZI 1 D, 2090,ROTX, .000000000 .000000000 D, 2090,ROTY, .000000000 .000000000 D, 2090,ROTZ, .000000000 .000000000 D, 2091,UX , .000000000 .000000000 D, 2091,UY , .000000000 .000000000 D, 2091,UZ , .000000000 .000000000 D, 2091,ROTX, .000000000 .000000000 D, 2091,ROTY, .000000000 .000000000 D, 2091,ROTZ, .000000000 .000000000 D, 2118,UX , .000000000 .000000000 D, 2118,UY , .000000000 .000000000 D, 2118,UZ , .000000000 .000000000 D, 2118,ROTX, .000000000 .000000000 D, 2118,ROTY, .000000000 .000000000 D, 2118,ROTZ, .000000000 .000000000 D, 2119,UX , .000000000 .000000000 D, 2119,UY , .000000000 .000000000 D, 2119,UZ , .000000000 .000000000 D, 2119,ROTX, .000000000 .000000000 D, 2119,ROTY, .000000000 .000000000 D, 2119,ROTZ, .000000000 .000000000 D, 2146,UX , .000000000 .000000000 D, 2146,UY , .000000000 .000000000 D, 2146,UZ , .000000000 .000000000 D, 2146,ROTX, .000000000 .000000000 D, 2146,ROTY, .000000000 .000000000 D, 2146,ROTZ, .000000000 .000000000 D, 2147,UX , .000000000 .000000000 D, 2147,UY , .000000000 .000000000 D, 2147,UZ , .000000000 .000000000 D, 2147,ROTX, .000000000 .000000000 D, 2147,ROTY, .000000000 .000000000 D, 2147,ROTZ, .000000000 .000000000
/GO FINISH
film HABGE-01/99-0745, Revision 2 A3o STRESS OUTPUT - SPACER DISC AND ROD MODEL AT 759gs
)
PRINT S NODAL SOLUTION PER NODE
***** POSTI NODAL STRESS LISTING *****
LOAD STEP- 1 SUBSTEP- 1 TIME- 1.0000 LOAD CASI . 0 SHELL NODAL RESULTS ARE AT TOP NODS Si S2 S3 SINT SEQV 1 19.587 2. 8592 -7.1779 26.765 23.419 2 -.46518 -10.721 -33.743 33.278 29.518 3 136.86 -99.222 -122.93 259.79 248.78 4 850.34 -48.928 -327.33 1177.7 1066.1 5 624.57 -38.049 -744.22 1368.8 1185.6 6 1606.1 -598.75 -2026.1 3632.3 3169.6 7 2064.2 -565.04 -1894.3 3958.6 3489.3 8 1718.4 -600.93 -1865.2 3583. 6 3148.0 9 1534.0 -566.58 -2013.3 3547.2 3089.3 10 1351.0 -467.16 -2203.4 3554.4 3078.5 11 1170.4 -354.56 -2419.6 3590.0 3120.7 12 995.49 -232.04 -2650.8 3646.3 3213.5 13 831.11 -110.69 -2891.7 3722.8 3352.6 14 689.40 -1.2707 -3131.5 3820.9 3526.7 15 2868.7 .00000 -7607.5 10476. 9376.9 16 3544.2 .00000 -12102. 15646. 14209. 17 2892.7 .00000 -11593. 14486. 13278. 18 1185.6 .00000 -8796.3 9981.9 9445.1 19 1550.6 .00000 -6820.4 8370.9 7713.4 20 .00000 -288.56 -15030. 15030. 14888. 21 207.93 .00000 -14995. 15203. 15101. 22 42. 377 .00000 -14511. 14554. 14532. 23 .00000 -.58920 -13868. 13868. 13867. 24 .00000 -8.5273 -13160. 13160. 13156. 25 .00000 -6:1890 -12390. 12390. 12387. 26 12.859 .00000 -11548. 11561. 11554. 27 75. 678 .00000 -10591. 10667. 10629. 28 .00000 -271.77 -9332.6 9332.6 9199.8 29 1252.7 .00000 -6058.8 7311.4 6772.6 30 1402.4 .00000 -16441. 17843. 17185. 31 94.308 .00000 -15268. 15362. 15315. 32 .00000 -9.3159 -14527. 14527. 14522. 33 .00000 -17.040 -13858. 13858. 13849. 34 .00000 -15.553 -13150. 13150. 13142. 35 .00000 -15. 950 -12379. 12379. 12371. 36 .00000 -9. 9413 -11557. 11557. 11552. 37 46.759 .00000 -10719. 10766. 10743. 38 629.69 .00000 -9989.9 10620. 10319.
**'** POSTI NODAL STRESS LISTING *****
LOAD STEP= 1 SUBSTEP= 1 TIME- 1.0000 LOAD CASE- 0 SHELL NODAL RESULTS ARE AT TOP NODE Si S2 S3 SINT SEQV 39 1164.7 .00000 -1369.2 2533.9 2196.8 40 1481.6 .00000 -2771.3 4252.9 3739.1 41 537.67 .00000 -2076.7 2614.3 2391.3 42 539.01 .00000 -3332.5 3871.5 3632.1 43 6146.6 .00000 -3946.2 10093. 8809.6 44 .00000 -25.428 -1131.8 1131.8 1119.3 45 86. 401 .00000 -374.46 460.87 424.31 46 645.14 .00000 -70.027 715.17 682.85 47 1513.2 .00000 -44. 493 1557.7 1535.9 48 2484.2 .00000 -36.759 2520.9 2502.7 49 3532.2 .00000 -44 .509 3576.7 3554.7 50 4674.3 .00000 -86.047 4760.3 4717.9 51 5786.0 .00000 -299.12 6085.1 5941.2 52 6967.8 .00000 -53.892 7021.7 6994.9 53 4884.6 .00000 -2451.0 7335.6 6468.3 54 .00000 -53.145 -1032.9 1032.9 1007.3 55 .00000 -7.9038 -249.93 249.93 246.07
HABGE-O1/99-0745, Revision 2 56 575.95 .00000 -12.734 588.69 582.42 57 1492.8 .00000 -16.434 1509.2 1501.0 58 2469.6 .00000 -14.234 2483.6 247 6.7, 59 3522.3 .00000 -13.581 3535.8 3529.1 60 4663.3 .00000 -13.457 4676.8 4 670.0 61 6060.1 .00000 -97.194 6157.3 6109.3 62 8107.2 .00000 -1563.9 9671.1 8991.7 63 5190.3 .00000 -2841.6 8031.9 7054.3 64 4529.5 .00000 -1664.4 6194.0- 5552.1 65 1110.6 .00000 -670. 16 1780.7 1557.8 66 6054.6 .00000 -99.746 6154.4 6105.1 67 5274.4 .00000 -265.67 5540.1 5412.2 68 4679.0 .00000 -63.860 4742.9 4711.3 69 4033.5 .00000 -30.395 4063.9 4048.8 70 3484.8 .00000 -19.413 3504.2 3494.5 71 3008.8 .00000 -16.563 3025.4 3017.1 72 2591.3 .00000 -23.049 2614.3 2602.9 73 2288.8 .00000 -7.5845 2296.4 2292.6 74 1894.4 104.21 .00000 1894.4 1844.5 75 1247.6 .00000 -665.97 1913.6 1682.6 76 6987.3 .00000 -1394.3 8381.6 7778.7 t-**- POSTI NODAL STRESS LISTING t**** LOAD STEP= 1 SUBSTEP- 1 TIME- 1.0000 LOAD CASE- 0 SHELL NODAL RESULTS ARE AT TOP NODE Si S2 53 SINT SEQV 77 5564.6 .00000 -86.255 5650.8 5608.2 78 4666.5 .00000 -8.6848 4675.2 4670.9 79 4037.4 .00000 -14.033 4051.4 4044.4 80 3486.8 .00000 -13. 928 3500.7 3493.8 81 3010.6 .00000 -13.509 3024.1 3017.3 82 2616.1 .00000 -21.442 2637.5 2626.9 83 2241.0 .00000 -16.027 2257.0 2249.0 84 2030.7 .00000 -15.874 2046.6 2038.7 8s 3482.7 .00000 -8869.4 12352. 11031. 86 3651.5 .00000 -14369. 18021. 16501. 87 6212.5 .00000 -842.92 7055.5 6674.0 88 5056.0 .00000 -636.05 5692.0 5402.1 89 4903.0 .00000 -138.70 5041.7 4973.8 90 4766.2 .00000 -37.924 4804.2 4785.3 91 4733.7 .00000 -21.981 4755.7 4744.7 92 4794.5 .00000 -38.326 4832.8 4813.7 93 4 951. 4 .00000 -153.09 5104.5 5029.7 94 5175.2 .00000 -683.46 5858.7 5548.6 95 6500.2 .00000 -942.28 7442.5 7019.0 96 7346.6 .00000 -2623.6 9970.3 8951.6 97 5466.8 .00000 -122.37 5589.1 5529.0 98 4926.2 .00000 -8.2622 4934.5 4930.3 99 4765.8 .00000 -7.1422 4772.9 4769.3 100 4735.5 .00000 -11.018 4746.5 4741.0 101 4790.7 .00000 -5.3223 4796.0 4793.3 102 4991.4 .00000 -11.407 5002.8 4997.1 103 5548.5 .00000 -122.16 5670.6 5610.6 104 7569.5 .00000 -2655.1 10225. 9189.4 105 6858.3 .00000 -6422.4 .13281. 11504. 106 5014.0 .00000 -7950.3 12964. 11323. 107 6507.5 .00000 -S265.9 11773. 10215. 108 3091.0 .00000 -839.04 3930.1 3585.0 109 3700.5 .00000 -908.14 4608.7 4228.4 110 4111.3 .00000 -813.68 4924.9 4572.7 111 4519.8 .00000 -746.65 5266.5 4935.7 112 4995..4 .00000 -687.24 5682.7 5372.1 113 5553.8 .00000 -630.89 6184.7 5894.6 114 6195.6 .00000 -624.33 6819.9 6530.2
*-tt- POSTI NODAL STRESS LISTING ***a*
LOAD STEP= 1 SUBSTEP= 2 TIME- 1.0000 LOAD CASE= 0 SHELL NODAL RESULTS ARE AT TOP
Iil HABGE01/99-0745, Revision 2
.43,?
NODE Si S2 S3 SINT SEQV 115 6960.4 .00000 -836.14 7796.6 7414.0 116 8267.3 .00000 -807.35 9074.7 8699.2 0 117 118 119 3950.8 3297.4 3701.2
.00000
.00000
.00000
-1259.4
-1035.7
-735.73 5210.2 4333.1 4436.9 4708.5 3919.3 4118.6 120 4215.4 .00000 -618.04 4833.5 4556.0 121 4828.6 .00000 -530.51 5359.1 5114.5 122 5535.4 .00000 -457.34 5992.8 5777.7 123 6309.0 .00000 -419.77 6728.7 6529.0 124 7147.0 .00000 -504.84 7651.8 7412.3 125 7779.9 186.40 .00000 7779.9 7688.4 126 8903.3 .00000 -1319.9 10223. 9631.3 127 7179.0 .00000 -428.72 7607.7 7402.7 128 6268.4 .00000 -468.69 6737.1 6515.4 129 5535.8 .00000 -533.34 6069.2 5820.8 130 4914.9 .00000 -605.21 5520.1 5243.7 131 4368.2 .00000 -677.39 5045.6 4743.3 132 3908.0 .00000 -749.58 4657.6 4331.7 133 3581.8 .00000 -807.92 4389.7 4046.7 134 3498.2 .00000 -1222.0 4720.1 4243.2 135 12684. 7909.8 .00000 12684. 11096.
136 15514. 6585.4 .00000 15514. 13487. 137 390.40 .00000 -4803.8 5194.2 5010.5 138 42. 438 .00000 -2466.3 2508.8 2487.8 139 157.18 .00000 -717.81 874.99 807.95 140 1395.2 .00000 -92.820 1488.0 1443.9 141 3277.2 .00000 -43. 604 3320.8 3299.2 142 5258.8 .00000 -33.317 5292.1 5275.5 143 7292.9 .23269 .00000 7292.9 7292.8 144 9205.8 4. 5288 .00000 9205.8 9203. 6 145 9962.6 512.31 .00000 9962.6 9716.6 146 366.55 .00000 -6129.7 6496.3 6321.0 147 313.62 .00000 -3460.8 3774.5 3627.8 148 552.71 .00000 -1664.7 2217.4 1999.2 149 1568.3 .00000 -607.47 2175.8 1944.5 0 150 3386.7 .00000 -293.87 3680.6 3542.8 151 5478.8 .00000 -193.05 5671.8 5577.8 152 7667.8 .00000 -121.22 7789.0 7729.1
*** POST1 NODAL STRESS LISTING *****
LOAD STEP- 1 SUBSTEP= 1 TIME- 1.0000 LOAD CASE- 0 SHELL NODAL RESULTS ARE AT TOP NODE Si S2 S3 SINT SEQV 153 9731.4 .00000 -83. 448 9814.8 9773.4 154 10316. 451.31 .00000 10316. 10098. 155 4830.5 .00000 -9608.1 14439. 12730. 156 5659.7 .00000 -14908. 20567. 18402. 157 3916.1 .00000 -14699. 18615. 16999. 158 2224.2 .00000 -9880.7 12105. 11160. 159 6409.7 .00000 -8437.8 14847. 12898. 160 .00000 -313.62 -19486. 19486. 19331. 161 304.91 .00000 -19085. 19389. 19239. 162 93. 691 .00000 -18301. 18395. 18348. 163 69.335 .00000 -17368. 17437. 17403. 164 69.746 .00000 -16387. 16456. 16421. 165 80.110 .00000 -15350. 15430. 15390. 166 116.06 .00000 -14253. 14369. 14311. 167 312.45 .00000 -13052. 13364. 13211. 168 .00000 -306.14 -11670. 11670. 11520. 169 4789.0 .00000 -8370.2 13159. 11536. 170 .00000 -202.62 -18855. 18855. 18754. 171 232.22 .00000 -18842. 19074. 18959. 172 55.380 .00000 -18144. 18200. 18172. 173 29.989 .00000 -17265. 17295. 17280. 174 25.568 .00000 -16330. 16356. 16343. 175 29.980 .00000 -15340. 15370. 15355. 176 66.511 .00000 -14292. 14359. 14326. 177 313.38 .00000 -13162. 13476. 13322. 178 97.086 .00000 -12106. 12203. 12155. 179 1455.1 .00000 -20935. 22390. 21699.
HABGE-01/99-0745, Revision 2 A33 160 92.933 .00000 -19245. 19338.
) 19292.
181 23.138 .00000 -18211. 18234. 18223. 182 37.026 .00000 -17305. 17342. 17324. 183 42.048 .00000 -16351. 16393. 16372. 184 41.967 .00000 -15328. 15370. 15349. 185 36.074 .00000 -14264. 14301. 14283. 186 70.686 .00000 -13286. 13356. 13321. 187 1168.9 .00000 -12984. 14153. 13606. 188 9803.4 .00000 -6340.8 16144. 14088. 189 8189.6 .00000 -5492.4 13682. 11925. 190 5513.6 .00000 -6981.8 12495. 10846.
- POSTi NODAL STRESS LISTING ....
- LOAD STEP- 1 SUBSTEP= 1 TIME= 1.0000 LOAD CASE- 0 SHELL NODAL RESULTS ARE AT TOP NODE Si S2 S3 SINT SEQV 191 5210.6 .00000 -5544.3 10755. 9315.5 192 21355. 3436.3 .00000 21355. 19861.
193 1575.5 .00000 -9321.3 10897. 10201. 194 1878.1 .00000 -5861.9 7739.9 6992.7 195 2405.8 .00000 -3662.0 6067.9 5292.3 196 4013.5 .00000 -2170.2 6183.7 5434.0 197 6394.5 .00000 -1378.4 7772.9 7183.6 198 9216.9 .00000 -968.73 10186. 9737.5 199 12275. .00000 -698.11 12973. 12639. 200 15409. .00000 -259.30 15668. 15540. 201 17281. 616.57 .00000 17281. 16981. 202 16027. 4224.8 .00000 16027. 14388. 203 37.801 .00000 -7178.6 7216.4 7197.5 204 729.88 .00000 -4787.6 5517.5 5191.1 205 1212.5 .00000 -2412.7 3625.2 3196.3 206 2966.1 .00000 -990.25 3956.3 3565.9 207 5740.8 .00000 -512.1S 6252.9 6013.2 208 8869.5 .00000 -329.63 9199.2 9038.9 209 12150. .00000 -224.16 12374. 12264. 210 15442. 34.312 .00000 15442. 15425. 211 17736. .00000 -1159.5 18896. 18343. 212 1853.1 .00000 -9094.2 10947. 10148. 213 988.16 .00000 -5519.6 6507.8 6074.3 214 1773.6 .00000 -3043.7 4817.2 4219.9 215 3479.5 .00000 -1570.2 .5049.7 4476.1 216 6034.5 .00000 -910.50 6945.0 6537.5 217 9021.7 .00000 -617.92 9639.6 9346.0 218 12194. .00000 -474.73 12668. 12438. 219 15406. .00000 -429.20 .15835. 15625. 220 18173. 84.736 .00000 18173. 18131. 221 1824.6 .00000 -7827.1 9651.7 8881.1 222 3754.8 .00000 -13214. 16969. 15438. 223 8902.5 .00000 -692.31 9594.8 9268.1 224 7611.5 .00000 -724.70 8336.2 7998.5 225 7151.3 .00000 -168.06 7319.3 7236.7 226 6733.7 .00000 -42.013 .6775.7 6754.8 227 6412.2 .00000 -23.512 6435.7 6424.0 228 6185.6 .00000 -39.566 6225.1 6205.4
- '*** POST1 NODAL STRESS LISTING *****
LOAD STEP- 1 SUBSTEP- 1 TIME- 1.0000 LOAD CASE- 0 SHELL NODAL RESULTS ARE AT TOP NODE S1 S2 S3 SINT SEQV 229 6057.0 .00000 -148.02 6205.0 6132.4 230 5926.1 .00000 -663.97 6590.0 6284.4 231 6966.7 .00000 -500.78 .7467.5 7230.1 232 10492. .00000 -3015.2 :13507. 12281. 233 8049.0 .00000 -150.96 8200.0 8125.6 234 7198.6 .00000 -14.445 '7213.0 7205.8 235 6728.8 .00000 -4.8242 6733.6 6731.2 236 6412.9 .00000 -10.790 6423.7 6418.3 237 6184.2 .00000 -6.2651 6190.4 6187.3
HABGE-01/99-0745, Revision 2 238 6096.5 .00000 -12.828 6109.3
), 6102.9 239 6392.0 .00000 -141.26 6533.2 6463.8 240 8104.3 .00000 -3013.9 11118. 9959.4 241 4952.4 .00000 -7218.6 12171. 10601.
242 8126.1 .00000 -4389.7 12516. 10999. 243 6388.3 .00000 -4228.8 10617. 9257.8 244 10660. 399.98 .00000 10660. 10466. 245 10617. .00000 -254.71 10872. 10747. 246 10408. .00000 -61.734 10470. 10439. 247 10272. .00000 -25.987 10298. 10285. 248 10208. .00000 -24.897 10233. 10221. 249 10230. .00000 -27.380 10257. 10244. 250 10330. .00000 -61.965 10392. 10361. 251 10493. .00000 -219.34 10713. 10605. 252 10543. 302.04 .00000 10543. 10395. 253 11534. .00000 -44.227 11578. 11556. 254 11066. .00000 -334.61 11401. 11237. 255 10669. .00000 -76.515 10746. 10708. 256 10337. .00000 -31.043 10368. 10352. 257 10076. .00000 -28.299 10105. 10091. 258 9901.1 .00000 -29.797 9930.9 9916.1 259 9798.1 .00000 -58. 841 9856.9 9827.7 260 9722.9 .00000 -277.66 10001. 9864.7 261 9731.5 226.46 .00000 9731.5 9620.3 262 11284. .00000 -1191.3 12476. 11925. 263 10286. .00000 -43.925 10330. 10308. 264 10075. .00000 -14.416 10089. 10082. 265 10062. .00000 -19.809 10082. 10072. 266 10147. .00000 -24. 152 10171. 10159.
- '* POSTI NODAL STRESS LISTING t**'*
LOAD STEP- 1 SUBSTEP= 1 TIME= 1.0000 LOAD CASI E= 0 SHELL NODAL RESULTS ARE AT TOP NODE Si S2 S3 SINT SEQV 267 10298. .00000 -17.942 10316. 10307. 268 10556. .00000 -12.986 10569. 10563. 269 11023. .00000 -45.778 11069. 11046. 270 12456. .00000 -1283.2 13740. 13145. 271 507.60 .00000 -7117.6 7625.2 7384.5 272 1666.2 .00000 -12814. 14480. 13123. 273 5136.2 .00000 -7432.1 12568. 10945. 274 454.22 .00000 -19348. 19802. 19579. 275 4 6.947 .00000 -18731. 18778. 18754. 276 65.089 .00000 -18111. 18176. 18143. 277 58.260 .00000 -17448. 17507. 17478. 278 59. 695 .00000 -16718. 16778. 16748. 279 62.604 .00000 -15921. 15983. 159S2. 280 59.068 00000 -15062. 15121. 15092. 281 100.02 .00000 -14185. 14285. 14235. 282 .00000 -12.431 -13768. 13768. 13762. 283 .00000 -236.68 -19197. 19197. 19080. 284 97.005 .00000 -18522. 18619. 18571. 285 76.722 .00000 -17962. 18039. 18000. 286 88. 930 .00000 -17334. 17423. 17379. 287 94.622 .00000 -16640. 16735. 16688. 288 102.79 .00000 -15879. 15982. 15931. 289 115.17 .00000 -15056. 15171. 15114. 290 137.76 .00000 -14221. 14359. 14291. 291 458.11 .00000 -13688. 14146. 13923. 292 .00000 -220.51 -7249.5 7249.5 7141.8 293 942.72 .00000 -11401. 12344. 11900. 294 4053.1 .00000 -1195.2 5248.3 4764.5 295 1979.2 .00000 -684.52 2663.7 2395.9 296 1712.3 .00000 -146.54 1858.9 1790.1 297 1522.2 .00000 -37. 620 1559.8 1541.4 298 1434.4 .00000 -21.872 1456.2 1445.4 299 1439.5 .00000 -40.096 1479.6 1460.0 300 1561.3 .00000 -148.57 1709.9 1640.7 301 1724.9 .00000 -747.87 2472.8 2196.5 302 3628.7 .00000 -1628.2 5256.8 4661.1 303 4194.3 .00000 -2662.3 6856.6 5987.2
- - HABGE-01/99-0745, Revision 2 Af3!;
304 2303.6 .00000 -109.66 2413.3 . 2360.4
***** POSTI NODAL STRESS LISTING ****
0 LOAD STEP= TIME= 1.0000 1 SUBSTEP- _ LOAD CASEI- 0 SHELL NODAL RESULTS ARE AT TOP NODE Si S2 S3 SINT SEQV 305 1739.3 .00000 -11. 909 1751.2 1745.3 306 1519.5 .00000 -6.4906 1526.0 1522.7 307 1436.4 .00000 -10.983 1447.4 1441.9 308 1439.5 .00000 -7.3729 1446.9 1443.2 309 1571.0 .00000 -5.5416 1576.6 1573.8 310 2128.8 .00000 -131.56 2260.4 2197.6 311 4064.8 .00000 -2848.9 6913.7 6018.3 312 7580.6 .00000 -367.68 7948.3 7771.0 313 3491.4 .00000 -148.50 3639.9 3568.0 314 1293.7 63.285 .00000 1293.7 1263.3 315 1218.3 40.715 .00000 1218.3 1198.4 316 1202.6 35. 629 .00000 1202.6 1185.1 317 1465.5 48.169 .00000 1465.5 1442.0 318 1768.8 .00000 -.98432 1769.8 1769.3 319 2841.8 .00000 -78.415 2920.2 2881.8 320 4764.0 .00000 -792.44 5556.4 5205.7 321 390.38 294.88 .00000 390.38 352.47 322 76.374 .00000 -894.83 971.20 935.36 323 271.35 .00000 -452.53 723.88 633.41 324 666.69 .00000 -115.50 782.19 731.31 325 1784.4 .00000 -106.38 1890.8 1839.9 326 3054.1 49.829 .00000 3054.1 3029.5 327 5189.0 407.41 .00000 5189.0 4997.8 328 1090.6 .00000 -269.84 1360.4 1247.6 329 384.51 179.61 .00000 384.51 333.24 330 708.28 .00000 -79.362 787.64 751.11 331 456.50 .00000 -31.446 487.94 473.01 332 10428. .00000 -166.86 10595. 10512. 333 7521.7 2114.9 -3361.8 10884. 9425.5 334 11022. .00000 -1430.1 12452. 11802. 335 11037. .00000 -597.81 11635. 11347. 336 3294.1 .00000 -430.38 3724.5 3529.0 337 3211.0 .00000 -94.819 3305.8 3259.5 338 4121.0 .00000 -181.88 4302.9 4214.9 339 5109.4 .00000 -178.20 5287.6 5200.8 340 8158.6 .00000 -927.94 9086.5 8659.9 341 8648.5 .00000 -411.43 9059.9 8861.3 342 5489.3 1114.4 .00000 5489.3 5025.7
***** POSTI NODAL STRESS LISTING **'**
LOAD STEP; 1 SUBSTEP- I TIME- 1.0000 LOAD CASE- 0 SHELL NODAL RESULTS ARE AT TOP NODE S1 S2 S3 -SILT - SEQV 343 1830.4 716.90 .00000 1830.4 1597.5 344 1246.6 .00000 -581.46 1828.1 1617.7 345 1905.1 .00000 -1308.8 3213.9 2799.2 346 2031.2 .00000 -2622.5 4653.6 4041.0 347 9069.0 6179.4 .00000 9069.0 8024.4 348 12076. 7592.7 .00000 '12076. 10573. 349 5166.4 -330.85 -3073.6 '8239.9 7267.7 350 11213. 3706.2 -931.90 ,12145. 10615.- 351 1987.1 .00000 -1374.4 3361.5 2927.2 352 9362.5 .00000 -492.16 9854.7 9618.0 353 .00000 -524.94 -2569.7 2569.7 2351.6 354 3639.7 315.47 .00000 3639.7 3492.7 355 2982.2 .00000 -277.17 3259.4 3130.0 356 3565.1 .00000 -173.23 3738.3 3654.8 357 2522.7 .00000 -1315.6 3838.3 3378.4 358 1031.0 .00000 -885.84 1916.9 1661.6 359 1099. 0 251.36 .00000 1099.0 997.36 360 4024.5 203.80 .00000 4024.5 3926.6 361 10324. 2986.4 .00000 10324. 9201.6
--- 1 HABGE-01/99-0745, Revision 2 362 12281. 4908.0 .00000 12281. 10707.
363 6922.5 4444.5 -1034.5 7957.1 7052.5 364 2408.1 .00000 -1215.3 3623.4 3194.1 365 1360.3 .00000 -1563.9 2924.2 2534.5 366 9915.3 1139.6 .00000 9915.3 9397.5 367 21841. 1343.5 .00000 21841. 21201. 368 10951. .00000 -448.41 11399. 11181. 369 11590. .00000 -1444.4 13034. 12376. 370 11220. .00000 -422.03 11642. 11437. 371 11865. .00000 -453.22 12318. 12098. 372 12630. .00000 -509.01 13139. 12892. 373 12871. .00000 -575.44 13446. 13168. 374 12122. .00000 -470.94 12593. 12364. 375 15135. .00000 -227.69 15362. 15250. 376 23490. .00000 -849.21 24340. 23926. 377 21969. 1315.5 .00000 21969. 21342. 378 19598. 704.30 .00000 19598. 19255. 379 17645. .00000 -821.14 18466. 18069. 380 15769. .00000 -6837.8 22607. 20081.
**'** POST1 NODAL STRESS LISTING
- LOAD STEP= 1 SUBSTEP- 1 TIME= 1.0000 LOAD CASE- 0 SHELL NODAL RESULTS ARZ AT TOP NODE Si S2 S3 SINT SEQV 381 16058. 2225.5 .00000 16058. 15069.
382 14192. .00000 -918.48 15110. 14673. 383 12807. .00000 -509.20 13316. 13069. 384 13559. 325.87 .00000 13559. 13399. 385 14396. 339.66 .00000 14396. 14230. 386 14229. .00000 -1027.2 15256. 14769. 387 14033. 242.76 .00000 14033. 13913. 388 12869. .00000 -641.32 13510. 13201. 389 18972. 1469.7 .00000 18972. 18282. 390 11294. 5474.3 -9771.0 21065. 18841.
--- 391 12572. 5596.0 -11775. 24346. 21716.
392 22633. 3865.8 .00000 22633. 20970. 393 22615. 1727.9 .00000 22615. 21802. 394 17293. 7026.2 .00000 17293. 15064. 395 15093. 2547.6 .00000 15093. 13994. 396 13207. 1039.7 .00000 13207. 12719. 397 14629. .00000 -1222.6 15852. 15277. 398 20797. 4215.1 .00000 20797. 19042. 399 262.67 .00000 -16462. 16725. 16595. 400 286.75 .00000 -11946. 12233. 12092. 401 9207.7 .00000 -246.18 9453.9 9333.2 402 7063.3 76.633 .00000 7063.3 7025.3 403 4960.6 149.80 .00000 4960.6 4887.5 404 3156.4 93.943 .00000 3156.4 3110.5 405 1903.1 .00000 -265.49 2168.5 2048.7 406 1250.2 .00000 -923.16 2173.4 1889.3 407 950.07 .00000 -1781.0 2731.0 2401.4 408 639.16 .00000 -2806.9 3446.1 3175.1 409 291.26 .00000 -4557.8 4849.1 4710.2 410 495.19 .00000 -7487.4 7982.6 7746.9 411 1301.2 .00000 -5001.7 6302.9 5763.5 412 1823.6 .00000 -2506.7 4330.3 3765.7 413 1987.4 .00000 -1099.5 3086.9 2709.9 414 2908.2 .00000 -209.76 3117.9 3018.5 415 5250.7 538.27 .00000 5250.7 5003.3 416 8822.3 .00000 -1004.1 9826.4 9364.8 417 4205.5 .00000 -96.334 4301.9 4254.5 418 2198.1 .00000 -501.66 2699.8 2487.2
*** POSTi NODAL STRESS LISTING
- LOAD STEP- 1 SUBSTEP= 1 TIME- 1.0000 LOAD CASE- 0 SHELL NODAL RESULTS ARE AT TOP NODE S1 S2 S3 SINT SEQV 419 1452.2 r~ .....
.00000 Pr
-391.88 1844.1 1682.7
.vv
HASGE-01/99-0 7 45, Revision 2 A3? 420 1295.1 .00000 -805.15 2100.3 1835.3 421 1846.4 .00000 -1888.1 3734.5 3234.2 422 4672.8 .00000 -2200.3 6873.1 6079.3 423 .00000 -78. 417 -5243.3 5243.3 5204.5 424 749.02 .00000 -2930.1 3679.2 3367.7 425 765.40 .00000 -2512.2 3277.6 2969.8 426 785.52 .00000 -1720.1 250S.6 2219.7 427 992.99 .00000 -864.69 1857.7 1610.1 428 2467.0 469.85 .00000 2467.0 2268.9 429 4313.8 607.50 .00000 4313.8 4044.4 430 6295.6 955.67 .00000 6295.6 5876.4 431 9423.6 .00000 -229.69 9653.3 9540.5 432 9929.1 359.36 .00000 9929.1 9754.4 433 5098.4 764.31 .00000 5098.4 4762.5 434 4918.9 296.37 .00000 4918.9 4777.6 435 2660.7 597.72 .00000 2660.7 2417.9 436 1705.5 .00000 -412.32 2117.8 1944.8 437 1583.7 .00000 -1672.9 3256.6 2820.7 438 3600.9 1120.8 .00000 3600.9 3191.6 439 2309.8 1081.6 .00000 2309.8 2001.7 440 1463.3 179.00 .00000 1463.3 1382.6 441 1591.8 .00000 -887.32 2479.1 2175.7 442 2568.2 .00000 -1729.7 4297.9 3745.6 443 3444.9 .00000 -2477.9 5922.8 5152.1 444 3435.0 .00000 -3426.8 6861.8 5942.5 445 3637.6 .00000 -1576.4 5214.0 4631.6 446 2257.0 .00000 -730.54 2987.5 2697.5 447 1640.1 .00000 -735.52 2375.6 2106.5 448 1277.5 .00000 -1466.5 2744.0 2378.3 449 1293.1 .00000 -1918.8 3212.0 2799.2 450 981.09 .00000 -2625.3 3606.4 3229.6 451 925.01 * .00000 -1820.9 2745.9 2419.9 452 1047.6 .00000 -948.73 1996.3 1729.6 453 1161.3 86.704 .00000 1161.3 1120.5 454 1682.7 956.54 .00000 1682.7 1461.8 455 1031.2 774.05 .00000 1031.2 929.73 456 1421.8 .00000 -555.46 1977.2 1766.3
- POSTI NODAL STRESS LISTING -****
LOAD STEP- 1 SUBSTEP- 1 TIME= 1.0000 LOAD CASE- 0 SHELL NODAL RESULTS ARE AT TOP NODE S1 S2 S3 SINT SEQW 457 2002.8 .00000 -1169.5 3172.4 2778.7 458 1743.2 .00000 -1093.5 2836.7 2478.0 459 1580.1 .00000 -1145.7 .2725.8 2370.6 460 1018.4 .00000 -1785.4 :2803.7 2458.2 461 1294.0 .00000 -1099.0 42393.0 2074.7 462 1217.1 .00000 -234.79 :1451.9 1349.9 463 6742.4 448.64 .00000 -6742.4 6529.6 464 5743.0 .00000 -816.15 '6559.2 6191.6 465 1444.6 .00000 -1005.6 '2450.2 2133.2 466 1667.7 .00000 -1650.5 3318.2 2873.6 467 1983.9 .00000 -3422.8 5406.7 4737.3 468 10394. 387.19 .00000 10394. 10206.- 469 1045.3 .00000 -220.95 1266.2 1171.5 470 2250.9 .00000 -2937.2 5188.1 4506.1. 471 2035.6 .00000 -1592.4 3628.1 3149.8 472 1424.5 .00000 -12.307 1436.8 1430.7 473 149.74 .00000 -11896. 12046. 11972. 474 .00000 -694.38 -10906. 10906. 10576. 475 1403.1 .00000 -16975. 18378. 17718. 476 310.56 .00000 -14378. 14688. 14536. 477 99.355 .00000 -13383. 13482. -13433. 478 54.024 .00000 -12952. 13006. 12979. 479 148.58 .00000 -12607. 12755. 12682. 480 86. 116 .00000 -11972. 12058. 12015. 481 .00000 -197.36 -12532. 12532. 12435. 482 11. 909 .00000 -12662. 12674. 12668. 483 .00000 -107.36 -13035. 13035. 12981. 484 .00000 -35.627 -14074. 14074. 14056. 485 .00000 -124.20 -15191. 15191. 15129.
- u.
HABGE-01/99-0745, Revision 2 A3g 1 486 .00000 -962.15 -16419. 16419. 15960. 487 580.28 .00000 -12021. 12601. 12321. 488 152.39 .00000 -12749. 12902. 12826. 489 246.50 .00000 -13022. 13268. 13147. 490 43.127 .00000 -12865. 12908. 12887. 2003 413.25 -1525.9 -5615.1 6088.3 5387.2 2005 2082.5 -2268.1 -11535. 13617. 12046. 2006 -900.77 -2725. 6 -9350.6 8449.9 7701.3 2008 11951. 4328.2 2973.6 8977. 6 8382.8
***** POSTi NODAL STRESS LISTING *****
LOAD STEP- 1 SUBSTEP- 1 TIME= 1.0000 LOAD CASE- 0 SHELL NODAL RESULTS ARE AT TOP NODE Si S2 S3 SINT SEQV 2009 5035.7 1206.8 -874.48 5910.2 5192.4 2010 4982.8 1204.4 -829.76 5812.6 5108.9 2011 13310. 4884.4 3533.0 9777.0 9176.2 2012 3911.0 -439.99 -10980. 14891. 13262. 2013 1975.8 -1511.6 -13547. 15523. 14106. 2014 1814.7 -1271.5 -11480. 13295. 12052. 2015 1523.2 -1007.9 -9961.4 11485. 10452. 2016 1223.8 -757.56 -8492.1 9715.8 8892.3 2017 922.40 -492.78 -7023.4 7945.8 7341.3 2018 626.18 -217.62 -5571.2 6197.4 5821.5 2019 354.02 64.096 -4148.1 4502.1 4364.4 2020 487.16 1. 4244 -2790.1 3277.3 3063.4 2021 963.77 -263.92 -1596.2 2560.0 2217.6 2022 1857.5 -191.40 -789.00 2646.5 2404.1 2023 2417.6 -131.70 -1453.2 3870.8 3407.9 2024 -1476.8 -5423.3 -31757. 30281. 28513. 2025 -1899.2 -4238.9 -25716. 23817. 22737. 2026 -1207.0 -3430.8 -22099. 20892. 19874. 2027 -1104.1 -2902.1 -18845. 17741. 16914. 2028 -852.71 -2274.8 -15519. 14666. 14010. 0 2029 2030 2031
-640.80
-417. 67
-197.78
-1663.2
-1032.1
-372.85
-12222.
-8924.4
-5661.4 11581.
8506.7 5463.7 11105. 8216.8 5378.3 2032 412.30 27.403 -2513.7 2926.0 2753.8 2033 1910.0 224.32 -101.26 2011.3 1869.9 2034 4812.4 1034.7 564.03 4248.3 4033.6 2035 7318.2 1297.5 -67.643 7385.8 6806.7 2036 1259.5 -2073.8 -12150. 13410. 12093. 2037 10. 990 -1947.9 -14421. 14432. 13560. 2038 -125.83 -1940.3 -12787. 12661. 11858. 2039 -41.303 -1533.5 -11008. 10966. 10302. 2040 -7.9987 -1223.2 -9355.3 9347.3 8802.8 2041 42.520 -896.97 -7691.2 7733.8 7309.4 2042 108.54 -574.45 -6045.3 6153.8 5842.3 2043 217.95 -262.67 -4427.6 4645.5 4424.8 2044 444.42 -8.0523 -2886.4 3330.8 3129.2 2045 919.45 206.88 -1525.6 2445.1 2178.0 2046 1908.3 531.86 -598.57 2506.9 2174.5
***** POST1 NODAL STRESS LISTING *****
LOAD STEP- 1 SUBSTEP- 1 TIME- 1.0000 LOAD CASE- 0 SHELL NODAL RESULTS ARE AT TOP NODE S1 S2 S3 SINT SEQV 2047 2645.3 561.70 -775.26 3420.6 2985.8 2048 -2224.2 -4833.1 -33100. 30876. 29658. 2049 -2749.7 -4181.1 -28849. 26100. 25414. 2050 -2115.5 -3472.8 -25025. 22910. 22262. 2051 -1861.8 -2963.6 -21367. 19505. 18978. 2052 -1469.3 -2351.4 -17576. 16107. 15685. 2053 -1102.6 -1757.4 -13806. 12703. 12389. 2054 -726.78 -1155.2 -10035. 9308.2 9101.5 2055 -345.70 -551.68 -6282.1 5936.4 5836.1 2056 168.64 -5.1768 -2585.2 2753.8 2671.2 2057 1714.1 447.71 130.87 1583.2 1451.0
HABGE-01/99-0745, Revision 2
) A3' 2058 5312.1 1190.3 808.46 4503.6 4325.4 2059 8304.9 1221.5 224.78 8080.1 7630.7 2060 1942.7 431.43 -800.95 2743.7 2380.2 2062 35.238 -1779.5 -6171.6 6206.9 5527.6 2063 -1020.9 -2230.3 -6669.9 5649.1 5151.9 2064 2603.5 199.76 -1944.0 4547.5 3940.4 2065 2782.5 386.35 -803.21 3585.7 3163.4 2066 2302.2 128.98 -984.54 3286.8 2895.3 2067 1917.0 -37.271 -1126.9 3043.9 2671.3 2068 1631.8 -91.222 -1385.3 3017.1 2621.7 2069 1358.0 -90.717 -1719.8 3077.8 2667.0 2070 1106.0 -62.196 -2105.9 3211.9 2815.8 2071 875.78 -24.047 -2524.1 3399.9 3051.2 2072 675.88 3.4 656 -2961.1 3636.9 3351.7 2073 523.00 -3.9129 -3424.9 3947.9 3712.6 2074 482.09 -78.333 -3933.7 4415.8 4164.0 2075 70S.87 62.086 -4033.2 4739.1 4452.2 2076 5349.4 2156.1 -761.40 6110.8 5293.9 2077 3742.2 1144.2 -792.34 4534.5 3940.9 2078 2885.8 702.89 -950.44 3836.2 3332.8 2079 2351.4 417.56 -917.91 3269.4 2847.1 2080 1906.3 177.18 -1023.4 2929.7 2550.9 2081 1514.2 45.043 -1282.7 2796.9 2423.2 2082 1169.8 6.0336 -1699.6 2869.3 2499.6 2083 877.78 15.430 -2215.0 3092.8 2764.4 2084 641.65 12.023 -2797.1 3438.7 3171.2 2085 530.50 -26.846 -3400.3 3930.8 3683.9 ***t* POST1 NODAL STRESS LISTING t****
LOAD STEP- 1 SUBSTEP= 1 TIME- 1.0000 LOAD CASE= 0 SHELL NODAL RESULTS ARE AT TOP NODE Si S2 53 SIFT SEQV 2086 545.17 -208.50 -3947.7 4492.9 4167.5 2087 801.89 -6.0725 -3922.1 4724.0 4376.3 2089 9885.4 2408.9 -34.450 9919.9 8951.9 2090 -6287.7 -7769.9 -20505. 14217. 13537. 2091 -2890.2 -4290.6 -119.05. 9014.9 8402.7 2092 29163. 5198.4 1435.0 27728. 26051. 2093 24777. 4722.3 2128.0 22649. 21470. 2094 20933. 3980.7 1594.8 19338. 18262. 2095 17057. 3351.3 1412.8 15644. 14770. 2096 13124. 2654.4 1101.2 12023. 11326. 2097 9228.9 1981.6 828.22 8400.7 7887.5 2098 5339.7 1293.4 542.61 4797.1 4469.2 2099 1579.3 531.62 216.62 1362.7- 1235.7 2100 42.173 -6.2030 -2600.9 2643.0 2619.2 2101 -228.93 -642.40 -6445.9 6217.0 6020.9 2102 -696.16 -1374.3 -10337. 9640.9 9320.4 2103 446.76 -1189.6 -13270. 13717. 12976. 2104 11014. 1207.2 -2805.6 13820. 12314. 0 2105 2106 2107 2108 12559. 10123. 8027.8 5974.1 1984.9 1726.6 1384.3 1099.6
-1289.8
-1175.3
-1005.9 13849.
-11298.
9033;6 6803.6 12536. 10163. 8207.3
-829.50 6073.4 2109 3934.7 796.27 -673.58 4608.3 4077.2 2110 1997.0 468.99 -591.55 2588.5 p2253.9 2111 621.06 123.90 -1053.6 1674.6 1489.6 2112 218.85 5.6350 -2718.4 :2937.2 -2836.7 2113 304.82 -267.44 -4684.8 '4989.6 4729.5 2114 357.73 -560.84 -7010.4 7368.1 6954.5 2115 1447.2 -368.39 -7870.8 9318.0 8555.9 2116 5175.5 1814.1
- 664.29 4511.2 4060.3 2118 -1860.3 -3367.7 -9752.4 7892.1 7256.8 2119 -4723.3 -6066.0 -16194. :11471. 10862.
2120 7315.8 1571.0 -1476.0 8791.8 7732.5 2121 8135.0 1434.6 -549.59 8684.5 7882.1 2122 6836.4 1300.3 -355.06 7191.4 6523.2 2123 5357.1 919.67 -325.46 5682.6 5173.6 2124 3974.7 563.24 -283.16 4257.9 3904.1 2125 2693.9 145.41 -310.78 3004.7 2804.5
i HABGE-01/990745, Revision 2 AqO
****' POST1 NODAL STRESS LISTING **** . LOAD STEP-TIME= 1.0000 1 SUBSTEP- I LOAD CASIZ- 0 - SHELL NODAL RESULTS ARE AT TOP NODE S1 S2 S3 SINT SEQV 2126 1654.6 -50.485 -797.43 2452.1 2176.9 2127 937.25 -39.011 -1814.4 2751.7 2416.3 2128 464.07 -9.3305 -3086.5 3550.6 3339.2 2129 166.35 -55.310 -4484.6 4651.0 4544.2 2130 113.31 -294.60 -6102.9 6216.3 6022.7 2131 848.59 -252.47 -6649.7 7498.3 7012.9 2132 17315. 2235.8 -229.32 17544. 16451.
2133 16887. 2754.6 966.39 15920. 15106. 2134 14575. 2445.3 848.40 13727. 13002. 2135 11750. 2026.8 765.61 10984. 10411. 2136 8866.4 1541.7 584.51 8281.9 7847.2 2137 6050.7 1048.5 432.41 5618.3 5337.0 2138 3342.4 446.08 271.40 3071.0 2987.5 2139 1211.8 125.58 -740.20 1952.0 1694.1 2140 241.55 -43. 934 -3103.7 3345.2 3212.0 2141 -152.57 -293.93 -5831.3 5678.7 5609.4 2142 -428.97 -809.17 -8591.9 8163.0 7979.7 2143 641.12 -538.38 -10401. 11042. 10502. 2145 -45.370 -624.33 -2035.9 1990.6 1773.4 2146 1525.4 -344.03 -2711.7 4237.1 3677. 9 2147 1148.8 -985.15 -4545.9 5694.7 4983.1 2148 2462.5 -536.11 -2834.6 5297.1 4600.8 2149 2098.2 -231.53 -3674.8 5772.9 5030.4 2150 1887.1 -189.25 -3794.7 5681.8 4979.6 2151 1564.0 -98.094 -3713.8 5277.8 4673.9 2152 1299.9 .74379 -3605.9 4905.8 4402.4 2153 1036.8 89.540 -3504.4 4541.3 4149.5 2154 801.56 153.99 -3406.1 4207.7 3924.2 2155 641.28 145.49 -3310.3 3951.6 3728.5 2156 612.13 4.5602 -3218.4 3830.5 3565.7 2157 676.13 -214.95 -3133.6 3809.7 3451.6 2158 782.78 -444.23 -3035.0 3817.8 3375.9 2159 862.66 -638.81 -2967.2 3829.9 3342.4 2160 1200.9 -748.49 -4966.4 6167.3 5460.2 2161 425.12 -928.14 -6471.4 6896.5 6329.3 2162 379.39 -937.26 -6525.7 6905.1 6350.0 2163 299.69 -769.46 -5991.1 6290.8 5830.2 2164 295.96 -566.16 -5391.0 5687.0 5308.7
***** POSTI NODAL STRESS LISTING *****
LOAD STEP- 1 SUBSTEP= 1 TIME- 1.0000 LOAD CASE- 0 SHELL NODAL RESULTS ARE AT TOP NODE S1 S2 S3 SINT SEQV 2165 288.75 -379.28 -4826.4 5115.1 4816.0 2166 304.80 -209.72 -4272.5 4577.3 4342.9 2167 368.55 -79.256 -3728.6 4097.1 3892.6 2168 499.17 -7.2374 -3201.2 3700.4 3475.0 2169 702.65 34.75 4 -2685.2 3387.9 3108.2 2170 939.57 57. 607 -2169.5 3109.1 2775.3 2171 786.86 61.023 -1215.9 2002.8 1756.2 2183 573.19 34.430 -3418.8 3992.0 3751.7 2184 688.90 66.852 -3707.2 4396.1 4120.5 2185 824.46 92.030 -3753.4 4577.8 4259.1 2186 21.090 14.008 -11.741 32.831 29. 925 2187 -.83227 -16.960 -37.886 37.054 32. 179 2188 -3. 9261 -26.087 -41.428 37.502 32. 656 2189 23.844 6.0497 -3. 6919 27.536 24.184 2190. -508.07 -963.01 -2443.5 1935.4 1752.8 2191 338.18 7.0825 -47.136 385.32 361.27 2192 25.796 16.224 -7.5396 33.336 29.729 0 2193 2194 2195 3873.4 222.20
-41.728 1453.5 77.293
-52.513 999.78 16.932
-82.162 2873.6 205.27 40.434 2675.8 182.73 36.265 2196 253.20 -791.74 -2787.6 3040.8 2676.0
HABGE-01/990745, ReVIsion 2 14 -.
- 4. .
2197 -83.393 -211.91 -231.84 148.45 139.55 2198 57.261 41.442 25.953 31.309 27.115 2199 1659.3 1307.0 615.77 1043.5 919.48 2200 -29.545 -65.094 -247.83 218.28 202.86 2201 -37.000 -51.528 -88.226 51.226 45.727 2202 15.532 5.3142 -9.8600 25.392 22.129 - 2203 8.5332 3.2277 -9.1036 17.637 15.673 2204 790.08 282.51 -45.897 -835.98 729.50. 2205 1.8104 -79.013 -276.12 277.93 247.62 2206 -4.1197 -21.389 -40.387 36.268 31.421 2207 -392.00 -655.01 -2133.1 1741.1 1625.6 2208 -46.799 -132.56 -267.42 220.62 192.63 2209 25.117 8.1757 -13.217 38.335 33.273 2210 -16.063 -26.695 -47.394 31.331 27.597 2211 20.556 16.103 4.5713 15.985 14.288 2212 -314.97 -813.16 -1550.7 1235.8 1076.9 2213 111.38 53. 672 -60.571 171.95 151.57
***** POST1 NODAL STRESS LISTING *****
LOAD STEP= 1 SUB! 3TEP- 1 TIME- 1.0000 LOAD CASE 0 SHELL NODAL RESULTS Al?E AT TOP NODE Si 52 S3 SINT SEQV 2214 20.614 2.6496 -38.937 59.550 52.907 2215 2126.2 706.38 167.19 '1959.0 1752.8 2216 106.56 23.283 -209.53 -316.09 283.77 2217 -19. 673 39.183 -58.587 38.914 33.700 2218 17.775 8.0253 1.1989 16.576 14.430 2219 -20.269 30.543 -63.870 43. 601 39.479 2220 1733.4 448.63 -12.070 1745.5 1566.8 2221 259.54 137.00 31.742 227.80 197.47 2222 -11.503 43.816 -54.623 43.120 38. 861 2223 1943.0 522.21 214.92 1728.1 1596.8 2224 468.83 226.64 120.54 348.29 309.21 2225 11.254 14.226 -62.195 73. 449 64.595 2226 34.602 18.789 10.740 23.862 21.027 2227 12.408 .51976 -4.3977 16.806 14.966 2228 704.38 13.399 -996.98 1701.4 1482.0 2229 -10.547 137.92 -298.99 288.44 250.36 2230 .25600 12.300 -30.300 30.556 26. 602 2231 -63.580 457.90 -2029.6 1966.1 1801.6 2232 -83.452 183.16 -522.15 438.70 398.32 2233 8.4187 21.490 -18.829 27.247 24.420 MINIMUM VALUES NODE 2090 2090 2048 2211 2211 VALUE -6287.7 -7 769.9 -33100. 15. 985 14.288 MAXIMUM VALUES NODE 2092 135 2011 2048 2048 VALUE 29163. 7 909.8 3533.0 30876. 29658. t*ttt POST1 NODAL STRESS LISTING ***** LOAD STEP- I SUBSTEP- 1 TIME- 1.0000 LOAD CASE= 0 SHELL NODAL RESULTS ARE AT TOP NODE Si S2 S3 SINT SEQV
***** ESTIMATED BOUNDS CONSIDERING THE EFFECT OF DISCRETIZATION ERROR t*t**
MINIMUM VALUES NODE 2024 2024 2048 I 1 VALUE -26368. -30314. -56887. .00000 .00000 MAXIMUM VALUES NODE 2092 391 2076 2024 2048 VALUE 49497. 32092. 22092. 55171. 53445. 0
_ _ _ _ _ _ _ _ _ -- I HABGE-1/990745, Revision 2 HOPPER AND AssoCIATES ENGINEERS iC CALCULATION SHEET 0--' III - ALt: w on XFMI1t' IN a~ d CMT e-TT('TV Al ANALT.';SIS
.- _. _._ DATE: 01/14/99 PACE: BI
SUBJECT:
APPENDTX B BY: ALa Ci s x SHT: I OF 162 APPENDIX B ANSYS PRESSURE ANALYSIS 0D
HABGE-01/99 0745, RevIslon 2 /filnam,pres2B /PREP7 /TITLE,DSC STRUCTURAL ANALYSIS MODEL KAN,0 ET,1,42,,,1 C*** STAINLESS STEEL EX,1,26.5E6 NUXY,1,0.3 DENS,1,0.283 ALPX,1,9.8E-6 C*** CHEMICAL LEAD EX,2,3.0E6 NUXY,2,0.4 DENS,2,0.411 ALPX,2,16.4E-6 c*** KTEMP,-1 C*** NODAL INPUT C*** BOTTOM DETAIL N,1,0.0,0.0 N,7,6.0,0.0 FILL N, 8,6.625, 0.0 N, 9,7.25, 0.0 N, 10, 8.0, 0.0 N, 35, 33. 0,0.0 FILL N,36,33.275,0.0 N,37,33.55,0.0 NGEN,3,37,1,37,1,0.0,0.5 NGEN,2,37,75,109,1,0.0,0.75 N,147,33.125,1.75 N,148,33.55,1.75 NGEN,2,37,112,145 N,183,33.125,1.75 NGEN,2,35,149,157,1,0.0,1.0 N,193,7.25,2.75 N,194,8.0,2.75 NGEN,2,37,158,183,1,0.0,1.0 N,221,33.125,2.75 N,222,33.55,2.75 NGEN,3;39,184,222,1,0.0,1.0 NGEN,2,39,2627270,1,0.0,1.0 N, 310, 8.0, 6.0 N,335,33.125,6.0 FILL NGEN,2,35,301,335,1,0.0,0.0 N,371,33.55,6.0 NGEN,2,36, 336;344,1,0.0,0.75 NGEN,2,36,345,371,1,0.0,0.5 N,408,7.25,7.75 N,409,8.0,7.75 N,410,5.0,9.0 N,411,6.125,9.0 N,412,7.25,9.0 N,413,8.0,9.0 NGEN,2,4,410,413,1,0.0,1.0
HABGSE-1/99 0745, Revision 2 f3 C*** ELEMENT GENERATION C*** BOTTOM DETAIL E,1,2,39,38 EGEN, 36,1,-1 E,38, 39, 76, 75 EGEN, 36, 1,-1 E,75,76, 113, 112 EGEN, 36, 1,-1 MAT,2 E,149,150,185,184 EGEN,8,1,-l MAT,1 E,120,121,194,193 MAT,2 E,158,159,196,195 EGEN,24,1,-i E,182,183,220,219 MAT,1 E,147, 148,222,221 MAT,2 E,184,185,224,223 EGEN,8,1,-i MAT,3 E, 193, 194, 233, 232 MAT,2 . E,195,196,235,234 EGEN, 25, 1,-1 MAT,1 E,221,222,261,260 MAT,2 E,223,224,263,262 EGEN,8,1,-1 MAT,1 E,232,233,272,271 MAT,2 E,234,235,274,273 EGEN,25,1,-i MAT,1 E,260,261,300,299 MAT,2 E,262,263,302,301 EGEN,8,1,-1 - MAT,1 2,271,272,345,344 MAT,2 E,273,274,311,310 EGEN, 25,1,-1 MAT,1 E,,299,300,371,370 E,336,337,373,372 EGEN, 35,1,-1 E,380,381,409,408 . E,408,409,413,412 E,412,413,417,416 E,411,412,416,415 E,410,411,415,414
HABGE-01/99-0745, Revlsion 2
) ,
- *** DSC SHELL NODES N,425,33.0,-0.75 N, 426,33.275,-0.75 N,427,33. 55,-0.75 NGEN,5,3,425,427,1,0.0,-1.0 N,440,33.0,-5.75 N,441,33.55,-5.75 NGEN,148,2,440,441,1,0.0,-1.0 N,736,33.0,-153.75 N,737,33.275,-153.75 N,738,33.55,-153.75 NGEN,6,3,736,738,1,0.0,-1.0 C*** DSC SHELL ELEMENTS E,425,426,36,35 E,426,427,37,36 E,428,429,426,425 E,429,430,427,426 EGEN,4,3,291,292 E, 440, 438, 437 E,440,441,438 E,441,439,438 E,442,443,441,440 EGEN,147,2,-i E,736,737,734 E,737,735,734 E,736,738,735 E,739,740,737,736 E,740,741,738,737 EGEN,5,3,452,453,1 C*** BOTTOM DETAIL NODAL INPUT LOCAL,11,0,0.0,-166,0.0 N, 754, 32.25, 9.25 N, 755,32.25,8.25 N,756,32.25,7.25 N,757,0.0,7.25 N,789,32.0,7.25 FILL N,757,0.0,7.25 FILL, 757,789 N,790,32.25,7.25 N, 791,33.0,7.25 NGEN,2,35,757,789,1,0.0,-0.5 N, 825,32.5,6.75 N,826,33.0,6.75 N, 827,33.0,6.75 N, 828, 33.275, 6.75 N, 829,33.55, 6.75 NGEN,3,38,792,829,1,0.0,-0.5 NGEN,3,38,868,901,1 NGEN,2,34,906,939,1,0.0,-i.0 N, 974, 32. 5, 4. 75 N,975,33.0,4.75 N, 976,33.0,4.75 N,977,33.275,4.75 N,978,33.55,4.75
II.- 0 HABGE01/99-0745, Revision 2
) S5 NGEN,3,39,940,978,1,0.0,-1.0 NGEN,2,39,1018,1051,1,0.0,-1.5 NGEN,2,34,1057,1090,1 N,1125,33.0,1.25 N, 1126,33.0, 1.25 N,1127,33.275,1.25 N,1128,33.55,1.25 NGEN,2,38,1091,1128,1,0.0,-0.25 NGEN,2,38,1129,1163,1 N, 1202, 0.0, 0. 375 N,1234,32.0,0.375 FILL N, 1235,32.5,0.375 N,1236,33.0,0.375 N,1237,33.275,0.375 N,1238, 33.55,0.375 NGEN,2,37,1202,1238,1,0.0,-0.625 C*** BOTTOM DETAIL ELEMENT GENERATION E,755,748,745,754 E,756,751,748,755 E,792,793,758,757 EGEN, 33,1,-I E,825,826,791,790 E,827,828,752,751 E,828,829,753,752 E,830,831,793,792 EGEN, 34,1, -1 E,865,866,828,827 E,866,867,829,828 E,868,869,831,830 EGEN,34,1,-1 E,903,904,866,865 E,904,905,867,866 MAT,2 E,940,941,907,906 EGEN, 33, 1,-1 MAT, 1 E,974,975,902,901 E,976,977,904,903 E, 977, 978, 905, 904 MAT,2 E, 979, 980, 941, 940 EGEN, 33, 1,-1 MAT,1 E,1013, 1014, 975, 974 E,1015,1016,977,971 E, 1016, 1017, 978, 97, MAT,2 E, 1018, 1019, 980, 97!
EGEN, 33,1,-1 MAT,1 E,1052,1053,1014,lt E,1054, 1055, 1016,14 E, 1055, 1056, 1017, 1i MAT,2 E,1057,1058,1019,14
HABGE01199-0745, Revision 2 EGEN,33,1,-1 MAT,1 E,1124,1125,1053,1052- - E,1126,1127,1055,1054 E,1127,1128,1056,1055 E,1129,1130,1092,1091 EGEN, 34,1,-1 E,1164,1165,1127,1126 E,1165,1166,1128,1127 E,1202,1203,1168,1167 EGEN, 34, 1,-1 E,1236,1237,1165,1164 E,1237,1238,1166,1165 E,1239,1240,1203,1202 EGEN,36,1,-i WSORT,Y C*** AXISYMETRIC BOUNDARY CONDITIONS c*** SYMBC,,,0.0 ********************************** csys, O nsel, sI 1,0x, 0 dsym, symmx, 0 . c*** SYMBC,11,,0.0 c***csys, 11 c***nsel,s,loc,y,0. c***dsym,symm,x,ll allsel C*** CONSTANT COUPLED NODES
- CP, 1, UX, 120, 157...
CP, 2,UX, 121, 158 CP, 3,UX, 192,193 CP,4,UX,194,195 CP,5,UX,231,232.- CP, 6,UX, 233, 234 CP,7,UX,270,271 CP, 8,UX,272, 273 CP, 9,UX, 309,344 CP, 10,UX, 310,345 CP, 12, UX, 183,147 CP, 13,UX, 220, 221 CP,14,UX,259,260 CP,15,UX,298,299 CP,16,UX,335,370 CP, 17, UX, 751,791 CP, 18,UX, 826, 827 CP, 19, UX, 864,865 CP, 20, UX, 902, 903 CP, 21, UX, 901, 939 CP, 22, UX, 97 3, 97 4. -* . . CP, 23,UX, 975,976 CP,24,UX,1012,1013 CP,25,UX,1014,1015 CP, 26, UX, 1051, 1052 . CP,27,UX,1053,1054 CEP,28,UX,1090,1124 CCP, 29, UX, 1125, 1126 CP,30,UX,1164,1201 C*** LOADING CONDITIONS
I1: ills HABGE-01/99-0745, Revision 2 CP, 31, UY, 112,149 CPSGEN, 34, 1,-1 CP,65,UY,147,183 CP, 66, UY, 868, 906 CPSGEN, 34,1,-I1 CP, 100, UY, 1057,1091 CPSGEN,34,1,-l CP, 134, UY, 1129, 1167 CPSGEN, 34,1,-1 CP, 168, UY, 301, 336 CPSGEN, 35, 1,-1 C*** BOUNDARY CONDITIONS D,37,UX D,1275,UY C*** C***PRESSURE LOADING ESEL,S,ELEM,,1,34,1 SFE, ALL, 1,PRES, ,1.0 ALLSEL ESEL,S,ELEM,,289,297,2 SFE,ALL,4,PRES,,1.0 ALLSEL SFE, 299,4, PRES, ,1.0 ESEL,S,ELEM,,302,448,1 SFE,ALL,4,PRES,,1.0 . ALLSEL SFE,449,4,PRES,,1.0 ESEL,S,ELEM,,452,460,2 SEE, ALL, 4,PRES, ,1.0 ALLSEL SFE,462,3,PRES,,1.0 SFE,462,4,PRES,,1.0 SFE, 463,4, PRES,, 1.0 ESEL,S,ELEM,,464,496,1 SFE,ALL,3,PRES,,1.0 ALLSEL SAVE
/SOLU ANTYPE,STATIC SOLVE SAVE FINI /POST1 ALLSEL /OUT,PRESTR2B,OUT PRNSTR,ALL /OUT . /title,DSC PRESSURE ANALYSIS (INNER BOUNDARY) - 0.551 SHELL THICKNESS PLNSOL,S,INT
PRINT S NODAL SOLUTION PER NODE CP- 5233.350 TIME= 10:19:15
- WARNING"***
The selected element set contains mixed materials. This could invalidate error estimation.
***** POST1 NODAL STRESS LISTING ""
LOAD STEP- 1 SUBSTEPO, 1 . TIME= 1.0000 LOAD CASE- 0
. AE I THE FOLLOWING X,'f,Z VALUES ARE IN GLOBAL COORDINATES SXz Si S2 S3 SINT SY Sz SXY SYZ NODE SX SEQV -. 4 1945 -18.899 -18.899 18.480
-18.899 .00000 .00000 .00000 1 -18.899 -.41945 18.480' -1.4256 -18.775 -18. 878 17.452
-18.775 1.1886 .00000 .00000 2 -18.797 -1.5069 17.401
. 00000 .00000 -. 71810 -18.303 -18.374 17 . 656
-18.'178 -.91354 -18.303 1.8473 3
17J620 I:-oo i7.204
.00000 .oo00. -.921'12 -17.846 -18. 125 4 -17.767 -1. 0010 -1B.125 1.1598 17.066 .00000 -1.-0346 -17.729 -17. 987 16. 952
-1. 0850 -17. 987 .91598 .00000 5 -17.'679 16.825 .00000 -. 91763 -17.581 -17. 861 1....943.
-.94762 -17.861 .70626 .00000 6 -17.551 16.805 .00000 -17. 692 -17.805 16. 869
-17.805 .76607 -.93526 7 -17.657 -.97035
.00000 16.81'4 .00000 -2. 5662 -19. 4 60 -21.618 19.051 8 -21.'326 -2.8579 -19.4 60 2.3390
.00000.
18.069 .00000 -22.856 -32.204 30.498
-22.856 4 .7711 -1.7056 9 -31.438 -2.4712
.00000 27.063 .00000 -28.,8 64 -48.'561 48.752
-28.864 5.2708 .19090 10 -47.984 -.38577
.00000 42.419 .00000 -36.487 -62.091 62. 798 3.0257 .70656 11 -61.945 .5604 4 -36.487
.00000 54.693 .00000 -41. 4 98 -65. 669 65. 233
-.44 609 -41. 498 .84 330 .00000. -.43519 12 -65.658
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- POSTI NODAL STRESS LISTING i****
LOAD STEPS I SUBSTEP- 1 TIME; 1.0000 LOAD,CASE- 0. THE FOLLOWING X,\(,Z VALUES ARE IN GLOBAL COORDINATES NODE SX SY Sz SXY SYZ Sxz S1 S2 S3 SINT SEQV 19 -31.454 -.95882 -37.806 -.83862 .00000 .00000 -. 93578 -31. 477 -37. 806 36. 870 34.149 20 -25.697 -.95601 -35. 480 -.94988 .00000 .00000 -.91960 -25. 734 -35. 480 34.560 30.864 21 -19.767 -.95409 -32.896 -1. 0607 .00000 .00000 -.89448 -19.827 -32. 896 32.002 27.869 22 -13.636 -.95286 -30.073 -1. 1705 .00000 .00000 -.84574 -13.743 -30.073 29. 227 25.370 23 -7.2863 _.95237 -27.022 -1.2785 .00000 .00000 -.70403 -7.5346 -27. 022 26. 318 23.655 24 -.70797 -.95262 -23.757 -1. 3838 .00000 .00000 .55891 -2.2195 -23. 757 24.316 23.053 25 6.1008 -.9534 1 -20.288 -1. 4855 .00000 .00000 6.4008 -1.2535 -20.288 26. 689 23.804 26 13.136 _.95454 -16. 627 -1.5830 .00000 .00000 13. 311 -1.1302 -16. 627 29.938 M 25.933 27 20.392 _.95524 -12.782 -1. 6773 .00000 .00000 20. 523 -1.0862 -12.782 33. 305 C 29.266 28 27.878 _.95053 -8.7571 -1.7731 .00000 .00000 27.986 -1.0592 -8.7571 36.743 :CD 33.563 29 35.617 -.94766 -4.5523 -1.8766 .00000 .00000 35. 714 -1.04 37 -4.5523 40.26e ° 38.631 30 43.756 -.91807 -.11914 -2.0162 .00000 .00000 43.847 -.11914 -1.0089 44.85t 44.418 31 52.349 -.85606 4.5655 -2. 1966 .00000 .00000 52. 440 4.5655 -.94659 53.38t( 50.855 0 32 62.992 -.94671 9.9266 -2.7290 .00000 .00000 63. 108 9.9266 -1.0630 64.171 X 59.443 33 70.649 .22504 14. 958 -1. 9516 .00000 .00000 70.703 14.958 .17100 70.532 64 .424 34 92.860 -7.8162 21. 593 -6.4621 .00000 .00000 93.273 21 .593 -8.2293 101.50 90.361
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- 47. 213
- POSTI NODAL STRESS LISTING 1 SUBSTEP= 1 LOAD STEP=
1.0000 LOAD CASE= 0 TIME= V 4 ARE IN GLOBAL COORDINATES THE FOLLOWING X,Y,',Z VALUES S2 S3 SINT SYZ Sxz Si
.SZ SXY NODE SX . SY 108.48
- 68. 566 8.4007 -39.913 SEQV .00000 .00000
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.00000 -. 69269 -17.014
.)J 7..!947 -. 8U4U4 -1/. 014 -1.7860
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- 15.661 15.195
- POST1 NODAL STRESS LISTING *****
LOAD STEP- 1 SUBSTEP= 1 TIME= 1.0000 LOAD CASE= 0 THE FOLLOWING X,Y ,Z VALUES.ARE IN GLOBAL COORDINATES NODE SX SY Sz SXY SYZ Sxz S1 S2 S3 SINT SEQV 55 -12.836 -.90287 -15.478 -1.9626 .00000 .00000 -.58837 -13. 151 -15. 478 14. 890 13.873 56 -10.513 -.90224 -14.520 -2.0425 .00000 .00000 -.48617 -10. 929 -14. 520 14.034 12.627 57 -8.1164 -. 90051 -13.454 -2.1258 .00000 .00000 -.32080 -8.6961 -13. 454 13.134 11.517 58 -5.6341 -.89927 -12.289 -2.2129 .00000 .00000 -. 26087E-01 -6.5073 -12.289 12. 263 10.626 59 -3.0572 -.8 9874 -11.029 -2.3025 .00000 .00000 .56490 -4. 5209 -11. 029 11. 594 10.066 60 -.37979 -.89905 -9.6794 -2.3931 .00000 .00000 1.7677 -3.0466 -9.67 94 11. 447 9.9551 61 2.4010 -.90027 -8.2436 -2.4830 .00000 .00000 3.7320 -2.2312 -8.24 36 11. 976 10.371 62 5.2850 -.90235 -6.7255 -2.5705 .00000 .00000 6.2135 -.1.8309 -6.7255 12.939 11.316 63 8.2704 -.904 69 -5.1286 -2.6546 .00000 .00000 8.9831 -1. 6174 -5.1286 14. 112 12.725 U3 0 64 11.355 -.90692 -3.4562 -2.7367 .00000 .00000 11.938 -1.4900 -3.4562 15. 395 14.512 T 65 14.541 -. 90018 -1. 7075 -2.8227 .00000 .00000 15.041 -1.4000 -1.7075 16. 749 16.597 to (D 0 66 17.862 -.89706 .12220 -2.9287 .00000 .00000 18.309 .12220 -1.34 37 19. 653 U} 18.962 67 21.298 -. 83745 2. 0448 -3.0701 .00000 .00000 21.716 2.0448 -1.2554 22. 972 21.512 CD 68 25.271 -.86373 4. 1423 -3.3716 .00000 .00000 25. 699 4. 1423 -1.2917 26. 991 _.c No 24.725 :3 69 28.614 -.35191 6.2734 -3.7157 .00000 .00000 29.083 6.2734 -.82095 29. 90-. 27.064 70 36.606 -1.2039 9.3858 -4.2577 .00000 .00000 37. 080 9.3858 -1.6774 38.75i 34.579 71 35.142 -2. 9158 9.7612 -5.7081 .00000' .00000 35.979 9.7612 -3.7535 39.731 34 .991
"I-.
21.370 12.546 1.7271 . 000* .00000 22. 126 17.423 12. 54 6 . 9.5794 72 1t 9 8.2'S D
- POST1 NODAL STRESS LISTING *****
LOAD STEP - - I SUBSTEP- . 1 TIME= 1.0000 LOAD CASE= 0 THE FOLLOWING X,Y, Z VALUES ARE IN GLOBAL COORDINATES NODE SX SY Sz SXY SYZ Sxz S1 S2 S3 SINT SEQV
..73353 16.301 5.7333 7.7705 .00000 .00000 19.516 5.7333 -2.4812 21. 997 73 19.252 74 -8.8103 -25.922 -9.8971 5.5060 .00000 .00000 -7. 1918 -9.8971 -27. 540 20. 349 19.140 75 -3.9152 -.75844 -3.9152 .00000 .00000 .00000 -.7584 4 -3.9152 -3.9152 3. 1567 3.1567, 76 -3.9512 -.90050 -3. 912 -.42801 .00000 .00000 -.84158 -3.8912 -4.0101 3.1685 3.1108 77 -3.9508 -.86660 -3.9129 -.72122 .00000 .00000 -.70629 -3.9129 -4.1111 3.4049 3.3102 -
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12.-
- ^** POSTI NODAL STRESS LISTING '****
LOAD STEP= 1 SUBSTEP= 1 TIME= 1.0000 LOAD CASE= 0 THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES NODE SX SY . Sz, SXY SYZ Sxz Si S2 S3 SINT SEQV 91 12.263 -.79803 8.8322 -2.2257 .00000 .00000 12. 632 8.8322 -1.1669 13.799 12.346. 92 11.279 -.80257 8.7842 -2.3029 .00000 .00000 11. 703 8.7842 -1.2266 12. 930 11.746 93 10.313 -.80046 8.6584 -2.3790 .00000 .00000 10. 801 8.6584 -1.2883 12.089 11.173 94 9.3528 -.79737 8.4 661 -2.4593 .00000 .00000 9.9173 8.4661 -1.3619 11.279 10.628 95 8.3893 _.79500 8.2154 -2. 5442 .00000 .00000 9.0470 8.2154 -1.4527 10. 500 10.110 96 7.4142 _.79400 7.9128 -2. 6324 .00000 .00000 8.1859 7. 9128 -1.5657 9.7516 9.6180 97 6.4218 -.79455 7. 5634 -2.7222 .00000 .00000 7.5634 7.3335 -1.7063 9.2697 9.1569 98 5.4084 -.79680 7. 1714 -2.8116 . 00000 .00000 7. 1714 6.4928 -1.8812 9.0527 8.7332 99 4.3718 -.80066 6.7404 -2.8988 .00000 .00000 6.7404 5.6704 -2.0993 8.8397 8.3562 100 3.3109 -.80549 6.2737 -2.9829 .00000 .00000 6.2737 4.8768 -2.37 14 8.6451 8.0382-101 2.2251 -.80820 5.7748 -3.0650 .00000 .00000 5.7748 4.1281 -2.7113 8.4861 7.7943 102 1.1132 -.80365 5.2472 *-3.1518 .00000 .00000 5.2472 3.44 91 -3.1395 8.3868 7.6479 103 -. 46736E-01 _.77474 4.6911 -3.2612 .00000 .00000 4.6911 2.8707 -3.6922 8.383' 7.6376 104 -1.1811 -.73476 4. 1248 -3.4189 .00000 .00000 4.1248 2.4683 -4.3842 8.508S 7.8135 105 -2.7184 _.59934 3.4505 -3.7123 .00000 .00000 3.4505 2.2016 -5.5194 8.969 8.4152 106 -3.5982 -.94330E-01 3.0370 -4.0623 .00000 .00000 3.0370 2. 5777 -6.2703 9. 307 9.0863 107 -6.1788 -1.3409 1.6283 -5.3124 .00000 .00000 2.0773 1.6283 -9.5971 11. 674 11.456 108 -5.8794 1.7792 2. 2401 -4 .4200 .00000 .00000 3.7980 2.2401 -7.8981 11.69c
- 11. 000
0 , POST1 NODAL STRESS LISTING ***** it LOAD STEP= 1 SUBSTEP=' 1 TIME- 1.0000 LOAD CASE= 0 THE FOLLOWING XY,,Z VALUES ARE IN GLOBAL COORDINATES NODE SXj SY Sz SXY SYZ Sxz Si S2 S3 SINT SEQV 109 .7.0489 6.1135 7. 1229 4.374i .00000 .00000 10.981 7. 1229 2.1816 8.7992 7.6395 110. 7.7622 4.2194 6.8351 11.965 .00000 .00000 18.087 6.8351 -6. 1049 24.191 20.967 111 -.39876 24.287 10.405 8.6159 .00000 .0000'6 26. 997 10. 405 -3.1085 30. 105 26.117 112 7.3462 -.76114 7. 3462 .00000 .00000 .00000 7.34 62 7.34 62 -. 76114 8.1073 8.1073 113 7.1774 -.71716 7.2852 -.70954E-01 .00000 .00000 7.2852 7.1780 -.71780 8.0030 7.9500 114 "6.8044 -.81214 6.9933 -.23384E-01 .00000 .00000 6.9933 6.8045 -. 81221 7.8055 7.7128` 115 6.3812 -.97748 6.6814 .43640E-01 .00000 .00000 6.6814 6.3815 -. 97774' 7. 6591 7.5137 116 6;1210 -1. 2147 6.4101 .69979E-01 .00000 .00000 6.4101 6.1217 -1. 2153 77.6255 7.'4854 - 117 6.5258 -1.0605 6.4939 .27621 .00000 .00000 6.5359 6.4939 -1. 0705 746064. 7.5855 118 7.8003 -1.87 69 6.7489 .62393 .00000 .00000 7.8404 6.7489 -1. 9170 9.7574 9.2600 119 5'.5409 .33700 6.7685 -1.3720 .00000 .00000 6.7685 5'. 8804 -. 25670E-02 6 7710 6.3736 120 10.-476 -18.999 2.6629 -5.1897 .00000 .00000 11. 363 2.6629 -19.886 31.24U 27.934 121 -41.428 8.1318 21.022 -4.4673 .00000 .00000 42. 016 21. 022 7 .5428 34 .474 30.091 122 86.794 -.85835E-01 40. 204 .14325 .00000 .00000 86. 794 40. 204 - 86071E-01 86. 880 75.307 123 78.574 .51943 43.212 1.3926 .00000 . 00000 70. 599 43.212 .49460 78. 104 67.739 124 75.815 -.26726 46. 228 .42281 .00000 .00000 75. 818 46.228 -. 26961 76. 08'1 66.434 125 70.776 -.36600 47. 674 .87766E-01 .00000 .00000 70. 777 47. 674 -.36611 71. 14 62.860 126 65.118 -.59410 47.998 -.38331 .00000 65. 120 47. 998 -.59634 65.711 59.048
.11.
,.f
***** POS'I
- DA STRESS LISTING ***.**
0 49 LOAD STEP= 1 SUBSTEP= 1 TIME- 1.0000 LOAD CASE; 0 THE FOLLOWING X, Y,Z VALUES ARE IN GLOBAL COORDINATES NODE SX SY Sz SXY SYZ Sxz S1 S2 S3 SINT SEQV 127 59.288 -.67824 47.606 -.5874 1 .00000 .00000 59. 294 47. 606 -.68399 59. 978 55.072 128 53.440 -.70935 46. 666 -.75240 .00000 .00000 53. 450 46.666 -.71980 54.170 51.117 129 47.575 -.72011 45. 282 -.89988 .00000 .00000 47. 592 45. 282 -.73688 48. 329 47.216 130 41.668 -.72120 43.526 -1.0437 .00000 .00000 43. 526 41. 694 -.74 688 44.272 43.386 131 35.668 -.72007 41. 443 -1.1872 .00000 .00000 41.443 35.707 -.75877 42. 201 39.646 132 29.532 -.71917 39.065 -1.3308 .00000 .00000 39. 065 29. 590 -.77761 39. 843 36.052 133 23.225 -.71949 36. 4 17 -1.4737 .00000 .00000 36. 417 23. 315 -.80984 37.227 32.707 134 16.724 -.72141 33. 517 -1. 6145 .00000 .00000 33. 517 16. 872 -.86957 34.387 29.785 135 10.015 -.72526 30. 381 -1.7521 .00000 .00000 30. 381 10. 293 -1.0039 31.385 27.534 136 3.0921 -.73088 27. 025 -1.885i .00000 .00000 27. 025 3.8653 -1.5041 2,8. 529 26.259 137 -4.0440 -.73810 23. 461 -2.0131 .00000 .00000 23. 461 .21370 -4.9958 28. 457 26.243 138 -11.391 _.74070 19.703 -2.1370 .00000 .00000 19.703 -.32792 -11. 804 31. 507 27.619 139 -18.961 -.74100 15. 757 -2.2624 .00000 .00000 15.757 -.46427 -19. 237 34.994 30.332 140 -26.778 -.68782 11.635 -2. 4001 .00000 .00000 11.635 -.46887 -26. 997 38.633 34.225 141 -35.046 -.69297 7.2514 -2.5982 .00000 .00000 7.2514 -.49758 -35. 24 1 42.49 :i 39.197 142 -43.628 -.32494 2.7 638 -2.7890 .00000 .00000 2.7 638 -.14605 -43.807 46. 571 45.186 143 -53.862 -.36025 -2. 44 61 -3.3519 .00000 .00000 -.15107 -2.4461 -54.071 53. 921i 52.810 144 -65.400 -.17108 -8. 1731 -4.0399 .00000 .00000 .78180E-01 -8. 1731 -65. 649 65. 72 J 62.014 &A. .- I J:;'II I J()DA I. :;,lI,(-; :i:; I .l:;'lIlNG a'a.
LOAD STEP- 1 SUBSTEP= 1 TIME- 1.0000 LOAD CASE- 0 THE FOLLOWING X,Y,,Z VALUES ARE IN GLOBAL COORDINATES NODE -X SY Sz SXY SYZ Sx z IS1 S2 S3 SINT SEQV 145 -78. 643 1.9756 -13.986 -3.8463 .00000 .00000 2. 1587 -13.986 -78.826 80. 984 74.240 146 -94.311 3.9044 -20.937 -3.9082 .006000 .00000 4.0597 -20. 937 -94. 466 98. 526
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15.824 "**^*-POSTI NODAL STRESS LISTING *h***
LOAD STEP= SUBSTEP= LOAD CASE= 1 0 0i-
'TIME= 1.'R00 THE FOLLOWING X,YC,Z VALUES ARE IN GLOBAL COORDINATES NODE SX SY Sz SXY SYZ Sxz Si S2 S3 SINT SEQV 163 -16.231 _.47773 -12. 869 -.23622 .00000 .00000 -.47418 -12.869 -16.234 15. 760 14.376 164 -14.577 -.57177, -12.524 -.29776 .00000 .00000 -.56545 -12. 524 -14. 583 14.017 13.110 165 -12.941 -.60297 -12.025 -.37117 .00000 .00000 -.59182 -12.025 -12. 952 12.360 11.923 166 -11.285 -. 60804 -11.401 -.44802 .00000 .00000 -.58927 -11. 304 -11. 401 10.812 10.763 167 -9.5880 -.60374 -10.670 -.52442 .00000 .00000 -.57323 -9.6185 -10. 670 10.097 9.6144 168 -7.8379 _.59785 -9.8451 _.5994 3 .00000 .00000 -.54855 -7.8872 -9.84 51 9.2965 8.4887 169 -6.0270 _.59341 -8. 9340 -.67287 .00000 .00000 -.51132 -6.1091 -8.9340 8.4226 7.4248 170 -4.1495 -.59135 -7. 9426 -.74486 .00000 .00000 -.44172 -4.2992 -7.9426 7.5009 6.4969 171 -2.2013 -.59198 -6. 8754 -.81563 .00000 .00000 -.25090 -2.5424 -6.8754 6.6245 5.8271 172 -.17896 _.59547 -5.7358 -.88542 .00000 .00000 .52237 -1.2968 -5.7358 6.2581 5.5757 173 1.9204 -.60179 -4.5260 _.9544 5 .00000 .00000 2.2409 -.92226 -4.5260 6-.76 9 5.8645 174 4.0987 -.60962 -3. 2479 -1.0227 .00000 .00000 4.3113 -.82218 -3.2479 7.5592 =
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. 0 LOAD CASE- 0 4.
TIME= COORDINATES VALUES ARE IN GLOBAL S3 SINT THE-FOLLOWING XiY,Z Sxz Si S2 SXY SYZ SY Sz 21.457 NODE SX 8.3164 .82547
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-.64967 .46083 1.7677 186 .56996 .53803 -. 91293
.00000 .85478 1.2724 -.44918 .00000
-.79029 .53803 2.2517 187 '.73213 .65097 -4.1418
.00000 1.1098 1.6325 -.53053 .00000
-1. 0090 .65097 2.6997 188 .97700 .80113 -1.3306
.00000 1.3691 2.0609' -.63621 .00000
-1. 1713 .80113 2.6941 189 '1.2097 .92581 -1.303i
.00000 1.3908 2.4653 -.83061 .00000
-1.0168 .92581 1.977 5.
190 '1.1042 .85139 -1.0358
.00000 .94173 2.4943' -.93696 .00000
-.36293 .85139 2. 1525 191 .26884 .904 63 -. 88330
.00000 1.2692 1'.'9340 -.85437 .00000
.84742 .90463 i7.'287 >
192 -.46154 .3624 3 -15.518
.00000 1.7693 CM i.9953 -5.3522 .00000
-1.7126 1.7693 14.354 v 193 -13:443 -5. 0808 -16.'097
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-7.9810 -1.7423 10.023 t 194 -13.196 -4.387i -11. 179
.00000 -1. 1560 13.010 -1.7148 .0o0oo
-1.4585 -4.3871 11.733 *b 195 -10.877 -4 .4822 -10.'898
.00000 .834 87 8.8611 -1.5598 .00000
.62372 -4. 4822 11.829 CD 196 -10.687 -5.4236 -10.976
.00000 .85296 10.176 -1.3618 .00000
.69406 -5.4236
-9. 7 964 10.06, o 197 -10.818 .26682 -5. 8087 10.251 .00000 .00000
-5.8087 -1.1920
.12359 198 -9.6531 8.7773 LISTING *****
POST1 NODAL STI'ESS I I LOAD STEP= ' 1 SUBSTEP-LOAD CASE- 0 TIME- 1.0000
THE FOLLOWI XY VALUES ARE IN GLOBAL COORDINATES 0
'NODE SX SY Sz SXY SYZ Sxz Si S2 S3 SINT SEQV 199 -8.5089 -.22878 -5.8781 -1.1189 .00000 .00000 -.80234E-01 -5.8781 -8.6574 8.5772
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9.2812
- '** POST1 NODAL STRESS LISTING '****
LOAD STEP- 1 SUBSTEP- 1 TIME= 1.0000 LOAD CASE= 0
THE FOLLOWi1, Y. Z VALUES ARE IN GLOBAL COORDINATES SYZ Sxz S1 S2 S3 SINT NODE SX SY Sz SXY SEQV .23322 11.465 4.2549 -2. 0041 .00000 .00000 11.232 4.2549 - 217 10.870 .12852 10.007 .20166 11.842 5.0665 -2. 04 82 .00000 .00000 12. 044 5.0665 218 ' 11.678 ' .56722 10.310 8.8603
-2.1953 .00000 .00000 10. 171 5.0380 1.3103 219 9.5884 1.8924 5.0380 7.7053 6.4317'
-2. 2061 .00000 .00000 7. 9563 4.3819 1.5246 220 7.0802 2.4007 4.3819 5.5815 9.6152 19.742
- 16. 616 -4.8236 .0*0000 .00000 29.357 16. 616 221 10.874 28.098 17.336 29. 116 3.3104 -4.7628 .00000 .00000 11.841 3 3104 -17.275 222 11.040 -16.474 25.926 -.26852 2'. 5323 2.2638 .00000 .00000 .00000 2.2638 2.2638 223 2.2638 -. 26852 2.5323 .28228 2.5535 2.2609 -. 16064 .00000 .00000 2.2713 2.2609 -
224 2.2611 -. 27214 2.5484 -' 2.7165
- 2. 1789 -. 36629 .00000 .00000 2.3037 2.1789 -. ;41284 225 2.2534 -. 36252 2.6563 .63158 2.9784
- 2. 1303 -. 58467 .00000 .00000 2.34 68 2. 1303 -
226 2.2272 -. 51201
- 2.8763' 2. 1083 -.8§9097 3.3007
-. 72430 2.1083 -. 72274 .00000 .00000 2. 4098 227 2.2431 3.1608' -i. 14 11' 34941.
- 2. 0431 -. 78075 .00000 .00000 2.3530 2.0431 228 2.1689 _.95693
" :3.3499 -1.0549 2.9716
_.93007 1.9166 -. 59329 .00000 .00000 1. 9166 1. 8892 229 1.7643
- 2. 9579 48010 2.3292
- 1. 8491 -. 17558 .00000 .00.00 1.84 91 1.3015 -. 8 230 1.2840 -. 4 6263 cl
- 2.1094' -. 90279 2.447t g
-. 90091 1. 5448 .61906E-01 .00000 .00000 1. 5448 1.1411 231 1.1392
- 2.2728i . 00000 4.2912 .00000 13. 606 5.9116 -2.74i9 16.3488t 232 2.1381 1. 0317 13. 606 6
- 14. 166' 9.3817 3.8513 .00000 .00000 9.3817 4 .4222 -11. 622 21.003 233 3.'4372 -10.637 19.015 1.7974 (b 2.0834 -. 55661 .00000 .00000 2.08 34 1. 6294 .28597 234 .58166 1. 3337 I .. I S.~
1.6189
4 , )
- 'POST1 NODAL STRESS LISTING LOAD STEP= lI SUBSTEP= I TIME- 1.0000 LOAD CASEo 0
'I' L FO).c: uLW:;
':,,Y VAi.tJI::;
AL. A1RE' IN GLOflBAI. .:OUOI)INATES
NODE SX SY Sz SXY SYZe Sxz Si S2 S3 O SINT SEQV 235 .68337 .94920 1.7623 -1.2001 .00000 .00000 2.0238 1.7623 -.39119 2.4149 2.2954 236 .63605 .65690 1.4886 -1. 8080 .00000 .00000 2. 4545 1.4886 -1.1616 3.6161 3.2429 237 .69418 .60392E-01 1.1780 -1. 6863 .00000 .00000 2.0931 1.1780 -1.3385 3.4317 3.0779 238 .85139 -. 17791 1.10.63 -1.5242 .00000 .00000 1.9455 1.1063 -1.2720 3.2176 2.8908 239 .92500 -.28441 1.0723 -1.4 989 .00000 .00000 1.9366 1.0723 -1.2960 3.2325 2.8987-240 .99264 -. 33607 1.0676 -1. 5522 .00000 .00000 2.0167 1.0676 -1.3601 3.3768 3.0164 241 1.0706 -. 35624 1.0865 -1. 6370 .00000 .00000 2.1429 1.0865 -1.4285 3.5713 3.1777 242 1.1567 -. 35978 1.1205 -1. 7317 .00000 .00000 2.2889 1.1205 -1.4920 3.7809 3.3530 243 1.2496 -. 35713 1.1639 -1.8287 .00000 .00000 2. 4437 1.1639 -1.5511 3.9948 3.5332 244 1.3488 -. 35350 1.2138 -1. 9253 .00000 .00000 2.6027 1.2138 -1.6074 4.2101 3.7157 1.4535 -.35085 1.2688 -2.0211 .00000 .00000 2.7647 1.2688 -1.6620 4.4267 245 3.9002 246 1.5632 -.34 978 1.3282 -2. 1166 .00000 .00000 2.9294 1.3282 -1.7 159 4.6453 4.0871 247 1.6778 _.35045 1.3915 -2.2124 .00000 .00000 3.0974 1.3915 -1.7701 4.8674 4.2777 248 1.7975 -.35306 1.4586 -2.3093 .00000 .00000 3.2696 1.4586 -1.8251 5.0947 -m 4.4732 m 249 1.9232 _.35767 1.5298 -2.4081 .00000 .00000 3.4472 1.5298 -1.88 1-7 5.3289 in 4.6750 9
-2.5090 .00000 .00000 3.6316 1.6056 -1.9393 5.5708 !
250 2.0560 -.36366 1. 6056 2; m 4.8839 2.1975 -.36838 1.6877 -2.6110 .00000 .00000 3.8237 1.6877 -1.9946 5.8183 -5 251 5.0977 Z' 252 2.3477 -.36507 1.7787 -2.7104 .00000 .00000 4.0222 1.7787 -2.0395 6.0617 x 5.3083 CD mo
- *A* POSTI NODAL STRESS LISTING *****
LOAD STEPS 1 SUBSTEP= 1 TIME= 1.0000 LOAD CASE- 0 THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES
S3 SINT Sxz Si S2 SXY SYL 0 SY Sz 6.2767 NODE A 1.8827 -2.0565 4.2203 S m -2.7987 .00000
-. 33816 1.8827 6.4281 253 2.5020 2.0044 -2.0207
.00000 4 .4073 5.4945 -2.8668 .00000
- .25985 2.0044 6.4634 254 2.6465. 2. 1516 -1.8936
.00000 4.5698
'- 5.6257 -2.8936 .00000
. 10094 2. 1516 6.2792 255 - 2.7772 4 .6288 2.3015 -1.6504 5.6563 .00000 .00000 2.3015 -2.8222 256 2.8649 .11351 -1.2357 5.0472
- 3. 8115 2.1666 5.4983 .00000 .00000 2.1666 -2.3201 257 2.2806 .29518 .26750 1.7567
.00000 2.0242 2.0183 4.4584' -. 84 458 .00000 1.3730 2. 0242 1.1898 258 .91272 .34210 -.71781E-02
.00000 1. 1826 1.7537 .17464 .00000
.16797 1.1826 25.980 259 .16695 .00000 15.027 -3.1209
.00000 22. 860 1.0593 5.7313 .00000 21.527 15.027 18.233 260 -1.7882 5. 4287 1.2099 -12.804 23.083 5.6584 .00000 .00000
-9.9302 5. 4287 4.3187 261 .6642 4.1608 -.15786 16.532 .00000 .00000 4.1608 4.1'608 .00000 262 4.1608 -. 15786 4.2054 4.1650 4 .1311 -.40385E-01 4.3187 .00000 .00000 4.1650 -. 11461 263 ' 4.1279 -. 37233E-01 4.1215
;3.9688 -.96673E-01 4'. 1885' .00000 .00000 4.0248 3.9688 - .29423 4.0037 - .75559E-01 44,0764 264 3.7767 -. 27324 4.0938 .00000
.00000 3.8032 3.7767 -. 48550 265 3.7445 -.21457 4.0840
- 3. 5851 3. 5725 -.49895 4.0632 .00000 .00000
.40925 3.5851 -'.59763 3.4828 - 4.2957 m 266 3.3578 -.87196 co 4.0777 .00000 .00000 3. 4 237
-. 63117 C)
-. 77713 3.3578 267 3.3289 -1.1928 4.9109 0D
.00000 3.7180 3.3615 4.2631 -. 45672 .00000 to
-1. 1500 3.3615 268 3.6752 -1.4818 6.0716
.00000 4.5898 3.6919 4.7427' -. 19600 . 00000
-1. 4 754 3. 6919 269 4.5834 -. 27114 5.5253 0
. I
.00000 5. 2547 '4.5724 5.6761 -. 69542E-01 to
-. 27027 4.5724 C)'
270 5.2538 . I . 5.2182 CD
- POSTI NODAL STRESS LISTING
' 1 SUBSTEPm, 1 LOAD STEP= 0 1.0000 LOAD CASE-TIME= Z V.
ARE IN GLOBAL COORDINATES SNT THE FOLLOWING' X, Y,,Z VALUES s S2 SS'S' 3 ISXZ Si SXY SYZI SY SZ NODE SX
271 6.27 -17.219 19.705 -.4 1999 .00000 .00000 19.705 6.27 92 -17.227 p 36.931
- 32.378 272 7.9384 6.0085 25.271 -.13853 .00000 .00000 25. 271 7.9483 5.9986 19.272 18.375 273 11.048 3. 1266 7.9927 -1.0941 .00000 .00000 11. 197 7.9927 2.9783 8.2185
- 7. 1748 274 11.074 2.2312 8.0871 -1.4352 .00000 .00000 11.301 8.0871 2.0041 9.2966
- 8. 1779 275 11.665 .30678 8.07,73 -1. 6607 .00000 .00000 11.903 8.0773 .68937E-01 11.834 10.460 276 11.062 -.39108E-01 8. 1639 -1.4155 .00000 .00000 11. 240 8.1639 -.21676 11.457 10.270 277 10.104 -.10960 8.0526 -1.2593 .00000 .00000 10. 257 8.0526 -.26259 10.520 9.6092 278 9.3207 -.13904 7. 9194 -1.2445 .00000 .00000 9.4817 7.9194 -.30003 9.7817 9.1017 279 8.6236 -.16421 7.7487 -1.2857 .00000 .00000 8.8078 7.7487 -.34845 9.1562 8.6753 280 7.9486 -. 17387 7.5379 -1.3456 .00000 .00000 8.1657 7.5379 -.39099 8.5567 8.2607 281 7.2676 -.17518 7. 2839 -1. 4122 .00000 .00000 7.5265 7.2839 -.43411 7.9607 7.8422 282 6.5704 -.17333 6.9885 -1.4802 .00000 .00000 6.9885 6.8809 -.48391 7.4724 7.4 192 283 5.8511 -.17117 6.6539 -1.5477 .00000 .00000 6.6539 6.2255 -.54563 7.1995 6.9952 284 5.1063 -.16965 6.2828 -1.6146 .00000 .00000 6.2828 5.5612 -.62452 6.9074 6.5763 285 4.3337 -.16902 5. 8775 -1. 6813 .00000 .00000 5.8775 4.8922 -.72753 6.6050 6.1717 w 286 3.5315 -.16935 5.4397 -1.7486 .00000 .00000 5.4397 4.2270 -.86484 6.3045 c) 5.7942 287 2.6981 -.17074 4. 9707 -1.8173 .00000 .00000 4 .9707 3.5789 -1.0515 6.0222 O AD 5.4610 288 1.8323 -.17331 4.4716 -1.8881 .00000 .00000 4.4716 2.9674 -1.3084 5.78000 5.1939 POSTi NODAL STRESS LISTING ***** CD LOAD STEP= 1 SUBSTEP= 1
- 3 TIME= 1.0000 LOAD CASE= 0 THE FOLLOWING XY,Z VALUES ARE IN GLOBAL COORDINATES NODE SX SY SZ SXY SYZ Sxz Si S2 S3 SINT j
- SEQV
289 -. 17686 3.9434 -1.9615 .000@ .00000 3. 9434 2. 4 167 -1.6604
- 5.6037 290 .11027E- 02 -. 18018 3.3875 -2.0370 .00000 .00000 3.3875 1.9495 -2.1286 5.5160 4.9561 291 -. 96193 -. 18029 2.8069 -2.1110 .00000 .00000 2.8069 1.5758 -2.7180 5.5249 5.0238.
292 -1.9505 -. 16802 2.2080 -2. 1745 .00000 .00000 2. 2080 1.2908 -3.4092 5.6173
- 5.2194 293 'A2.9704 -. 12677 1.5958 -2.2099 .00000 .00000 1.5958 1.0792 -4.1764 5.7722
- 5. 5320 294 -4.0185 - 45372E-02 .99481 -2.2099 .00000 .00000 .994 81 .98128 -4.9952 5.9900 5.9833 295 -5.0518 .11865 .37905 -2.1321 .00000 .00000 .88443 .37905 -5.8176 6.7020 6.4641 296 -5.2581 .86334E-02 -. 67069E-02 -1.6832 .*0000 .00000 .50059 -. 67069E-02 -5.7501 6.2507 6.0131 297 -3.3372 -1.1782 .85169E-01 -. 68758 .00000 .00000 .85169E-01 -. 97785 -3.5376 3.6228
- 3.2254 298 -1.5342 1.2875 1.6554 .44191E-01 .00000 .00000 1. 6554 1.2882 -1.5349 3.1903
- 3. 0235 299 -4.2333 -16.975 9.3426 .32314 .00000 .00000 9. 3426 -4.2251 -16.983 26.325 22.802 300 -4.0403 28.408 22.681 .31811 .00000 .00000 28. 411 22. 681 -4;0434 32.455 30.003' .0000 301 6.2631 -. 11886 6.2631 .00000 .00000 .00000 6. 2631 6.2631 - .11886 6.3820 6.3820 302 6.2168 .58476E-01 6.2714 -. 32939E-Ol 00000 .00000 6. 2714 6.2170 .58300E-01 6_2131.
6.1861 303 6.0399 .51429E-01 6.0214 .38394 .00000 .00000 6. 0644 6.0214 .26914E-01 6.0375 6.0161 304 5.6483 -. 79362E-01 5.7548 .61864 .00000 .00000 5. 7548 5.7144 -. 14542 5.9002 xIDo aX 5.8801 Cp 305 5.0421 -. 25973 5.3897 .24 634 .00000 .S. 5.3897 5.0535 -. 27115 5.6609 CZ% 5.5005 306 4.1178 -. 63539 4.7396 - .20831E-01 .00000 .00000 4.7396 4.1179 -. 63548 5.3751 to 5.0928: 6
- ** POST1 NODAL STRESS LISTING
.00000 ;v
!Z LOAD STEP-, 1 SUBSTEP- 1 LOAD CASE=
in~ TIME= 1.0000 0 .00000 0 THlE FOLLOWING X,YZ VALUES ARE IN GLOBAL COORDINATES co
. .l NODE SX. SY Sz SXY sYZ -S1 S2 S319 SINT M SEQV 307 2.8632 -1.3093 3.7950 - .20189 .00000 3.7950 2.8730 -l1.3191 5.1141
.As 308 41. 7 -1. 6509 2. 9209 -.32483 .000c .00000 2.9209 1.4239 -1.6931 0 4 .6140 4.0771 309 .50299 -.46744 2. 7913 -.33216 .00000 .00000 2.7913 .60579 -.57024 3.3615 2.9546 310 32.719 3.3131 17.090 -.30307 .00000 .00000 32.722 17.090 3.3100 29. 412 25.488 311 30.479 2.8932 18.401 -.39131 .00000 .00000 30. 484 18. 401 2. 8877 27. 596 23.961 312 26.105 .30982 17. 146 - .30782 .00000 .00000 26.109 17.146 .30615 25. 803 22.690 313 23.277 -.86926E-01 16.870 -.33479E-01 .00000 .00000 23. 277 16. 870 -.86974E-01 23. 364 20.910 314 21.446 -. 47184E-01 16.822 -.93998E-02 .00000 .00000 21.446 16. 822 - .47188E-01 21. 493 19.595 315 19.826 -. 55584E-01 16.610 -.85458E-01 .00000 .00000 19.827 16. 610 -.55952E-01 19.883 18.485 316 18.243 -.70958E-01 16.242 -.18654 .00000 .00000 18. 245 16. 242 -.72858E-01 18. 318 17.403 317 16.642 -.78944E-01 15.740 - .29100 .00000 .00000 16. 647 15.740 - .84007E-01 16. 731 16.297 318 15.002 -.81000E-01 15.121 -.39524 .00000 .00000 15.121 15. 013 -.91350E-01 15. 212 15.158 319 13.308 -.81070E-01 14.394 -.49650 .00000 .00000 14. 394 13.327 -.99456E-01 14.493 13.990 320 11.553 -.80764E-01 13.569 -.59392 .00000 .00000 13. 569 11. 583 -. 11101 13. 680 12.803 321 9.7319 -.80669E-01 12.655 -.68775 .00000 .00000 12. 655 9.7799 -.12864 12.784 11.616 322 7.8415 -.80921E-01 11.659 -.77872 .00000 .00000 11. 659 7. 9174 -.15674 11. 815 m 10.459 02 323 5.8785 -.81579E-01 10.584 -.86768 .00000 .00000 10. 584 6.0023 -.20533 10.789 m 9.3788 324 3.8389 -.82740E-01 9. 4333 -. 9554 9 .00000 .00000 9.4333 4.0593 -.30315 9.7364 x 8.4471 6
-4
- ~*** POSTI NODAL STRESS LISTING *****
-C U'
LOAD STEP= 1 SUBSTEP- 1 TIME= 1.0000 LOAD CASE= 0 THIE FOLLOWING X,Y, Z VALUES ARE IN GLOBAL COORDINATES NODE SX SY Sz SXY SYZ Sxz Si S2 S3 SINT? SEQV L7 1 325 1.7V178 -.U4!j34E-01 8.2094 -1.0430 .00000 .00000 U.2094 2.1950 -. 56179 8.7712
- I. /*.lu~f
-.86929E-01 6.9126 -1.1310 .000w .00000 6.9126 .86015 -1.4377
- 8.3503 326 -. 4 . .o 7.47 .00000 5.5427 .37948 -3.2612 8.8039
-.89500E-01 5.5427 -1.2196 .00000 327 -2.7922
- 7. 6623 .00000 4.1007 .224 61 -5.5050 9.6058
-.90622E-01 4 .1007 -1.3064 .00000 328 -5.1898 8.3703 .00000 2.5924 .15729 -7.9202 10.513
-.87462E-01 2. 5924 -1.3846 .00000 329 -7.6755
' 9.5313 .00000 1.04 67 .13793 -10.398 11.444
-.60849E-01 1.0467 -1.4334 .00000 330 -10.199
- 11.018' .00000 .19034 -.49738 -12.872 13.063
.26606E-01 -.49738 -1.4533 .00000 331 -12.709 12.733 .00000 .33224 -1.9910 -15.238 15.570
.20065 -1.9910 -1.4253 .00000 332 -15.106 14.548 .00000 - .25660 -3.8758 -17.817 17.560
-.36462 -3.8758 -1.3730 .00000 333 -17 i69
.0 0.0 16.059. .00000 -2.024 3 -6.6335 -21.402 19.378
-2.1205 -6. 6335 -1.3620 .00000.
334 -21.306 17.534 .00000 1.7 103 -6.6806 -23.495 25.205
- 1. 6645 -6. 6806 -1.0734 .00000 335 -23.449 22.231 .00000 29.800 29.800 .33864 29.462
.33864 29.800 .00000 .00000 336 29.800
.000I0
- 29462 .00000 29.586 29.488 -.37894 29.965'
-.37894 29.586 .35654E-02 .00000 337 29. 88 29.'916 .00000 29.555 29.259 1.0003 28.555' 1.2679 29.259 -2.7514 .00000 338 29.287 28.408 .00000 29. 934 28.723 -.92507 3Q,859.
-.23383 28.723 -4.5665 .00000 339 29.243 30.272 .00000 30. 284 29. 247- -. 46507 30.749
-.58178E-01 29.247 -3.5137 .00000 340 29.877 I I
30.244 33.008 30. 325 -.62833 *' 33.636 > I 30.325 -3.3151 .00000 .00000 C1 341 j2.678 -.29836
- 32. 378
-3.7544 .00000 39. 4 47 32. 953 -1.3567 40.804 zi I
342 39.099 -1.0082 32.953
*37.976
' * ' POSTI NODAL STRESS LISTING "**** tp m LOAD STEP= 1 SUBSTEP= 1 TIME- 1.0000 LOAD CASE= 0 0 THE FOLLOWING X,Y, Z VALUES ARE IN GLOBAL COORDINATES :3 S2 S3 SINT SY Sz SxY SYZ SXZ Si NODE SX
-SEQV 49.141' 37.388 .30133 48.83.o N
.71134 37.388 -4.4561 .00000 .00000 343 48.731 i 44.152- 32.490 30.531 -12.573 45.'061 30.531 -1.2401 .00000 .00000 344 32.455 -12.539
44*5 345 3. 9 8.1711 27.467 -2.4391 .0009 .00000 27.467 9.2403 2.6067 W 24.860 22.296 346 -15.716 -. 73551 11.709 -3.8573 .00000 .00000 11. 709 .19938 -16. 651 28.359 24.705 347 5.1092 .23703 16.606 -.66272 .00000 .00000 16. 606 5. 1977 .14849 16.4 58 14.603 348 5.0316 -.16838 15. 154 -.48403 .00000 .00000 15. 154 5.0762 -.21305 15. 367
- 13. 522 349 5.2535 -.21067E-01 14.149 -.614 18 .00000 .00000 14. 149 5. 3241 -.91638E-01 14.241
- 12. 450 350 6.7809 - .28717E-01 13.773 -.61702 .00000 .00000 13.773 6.8364 -.84174E-01 13. 857
- 12. 001 351 8.5024 -.22451E-01 13.707 -.58504 .00000 .00000 13. 707 8.5423 -.62414E-01 13.769 12.048 352 10.199 -.20502E-01 13.823 -.56109 .00000 .00000 13.823 10.230 -.51214E-01 13. 874
- 12. 472 353 11.915 -.17794E-01 14.096 -.54234 .00000 .00000 14.096 11. 939 -.42394E-01 14 .138 13.193 354 13.664 -.15787E-01 14.503 -.52637 .00000 .00000 14.503 13. 684 -.36012E-01 14.539
- 14. 147 355 15.450 -.14253E-01 15. 025 -.51256 .00000 .00000 15. 467 15.025 -.31224E-01 15. 498 15.282 356 17.274 -.13095E-01 15.645 -.50083 .00000 .00000 17. 289 15. 645 - .27592E-01 17. 317 16.556 357 19.143 -.12222E-01 16. 354 -.4 9104 .00000 .00000 19. 156 16. 354 -.24801E-01 19.181
- 17. 945 358 21.061 -.11565E-01 17. 143 -.48307 .00000 .00000 21. 072 17.143 -.22633E-01 19.431 359 23.035 -.11128E-01 18. 006 -.47682 .00000 .00000 23. 045 18. 006 -.20990E-01 23.066 I 21.005 m
360 25.073 -.10837E-01 18. 94i -.47236 .00000 .00000 25. 081 18. 941 -.19729E-01 25.101 n
- 22. 664 m t:l to POST1 NODAL STRESS LISTING ***** 6 1
LOAD STEP= 1 SUBSTEP- 1 TIME= 1.0000 LOAD CASE= 0 TIHE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES NODE -SX SY Sz SXY SYZ Sxz Si S2 S3 S INT SEQV 361 27.185 -.11065E-01 19.945 -.46994 .00000 .00000 27. 193 19.945 -.19183E-01 27. 21N
- 24. 409 362 29.389 -.10739E-01 21.020 -.47002 .00000 .00000 29. 397 21.020 -.18251E-01 29.41
- 26. 249
- 22. 173 -.21117* 31.743
.00000 31.722
-.47428 .00*
-.14029E-01 22. 173 34.231 363
- is 23. 421 -.16077E-01
.00000 34.215 28.208 -.48355 .00000
-.92449E-02 23.421 36.927-'
364 34.208 24.757 -.39008E-01
.00000 36.888
- 30. 311 -.49161 .00000
-.32462E-01 24.757 .00000 39.124 365 36.881 26.062 64111E-01
.00000 39. 188
- 32. 600 -.40907 .00000
.68389E-01 26.062 40.340 366 39.184 26. 968 -.26639E-01
.00000 40. 314 34.488 -.28199 .00000
-.24667E-01 26. 968 44.547 367 40.312 28. 874 .11231
.00000 44.659 35.596 -.93471 .00000
.13193 28.'874 67. 648
-368 44.640 34.772 -2.9133
.00000 64.735
.-39.121' -2.9134 .00000
-2.7876 34.772 33.510 369 64.609 25.316 -4.4003
.00000 .00000 29. 110 58.712. -2.74 13
-4.1746 25. 316 20.064 370 28.884 14.069 2.6323
.00000 .00000 22. 696 31.783 -2.0258 13.698 22.696 41. 520 371 3.0032 41. 858 .33864
.00000 .00000 41.858 17.432 .00000
.33864 41. 858 42.442 372 ' 41.858 41. 999 41. 794 -.44253 41.520 .00000 .00000 41.794 .14704 373 41.999 -.44202 1.1i98 41.436 42.556 42.083 42.340 .00000 .00000 42.083 2.7552 374. '42.372 1.3038 , i I
-. 67538 43. 075 42.399 41.501
- 41. 201 .00000 .00000 41.501 4.4775 375 41.929 -.20480 -.25655' 41..74.3
- 41. 486 41. 394
- 42. 633 .00000 .00000
- 41. 486 3.2142 376 -41.144 -.70152E-02 40.664
- 38. 407 -.22181 41.697 .00000 .00000 40. 442 40.442 2.04 02 377 38.299 -.11375 38.444 37.4 96 31.828 -.94 630
- 39. 686 .76216 .00000
-.92857 37. 496 378 31.811 35.945 LISTING *****
- **POSTi NODAL STRESS Pi 6
.t 1 SUBSTEP - 1 LOAD STEP- 0 1.0000 LOAD CASE- Up TIME-ARE IN GLOBAL COORDINATES THE FOLLOWING XY,Z VALUES S2 S3 SINI o SYZ Sxz Si Sz SXY NODE SX SY 33.i1t
- 22. 214 .90441 SEQV .00000 .00000 34.069
.91487 34.069 -. 47184 379 22.203 :.00
-14.236 40.7.' 0(
- 26. 488 16. 164 29.108 -1.3072 .00000 .00000 16.107 -14.179 26.488 27.23 380 36.450 11.388 -
36.668 . 00000 .00000 38.624 11.693 38.624 -2.7520 381 36.144
26S. 382 58.649 .60167 45.800 -2.2079 .00000 .00000 58.733 45.800 .51780 - 58.215
- 52. 947 383 39.196 .27887 39.749 .74862 .00000 .00000 39. 749 39. 210 .264 47 39. 485 39.218 384 40.307 -.16629 39.915 .77244 .00000 .00000 40. 322 39. 915 -.18102 40. 503
- 40. 301 385 40.865 .24960E-01 40.245 .51974 .00000 .00000 40. 872 40.245 .18347E-01 40. 854
- 40. 544 386 39.950 .165Z2E-01 40.005 .41757 .00000 .00000 40. 005 39. 955 .12157E-01 39. 993
- 39. 968 387 38.714 .13613E-01 39.588 .36639 .00000 .00000 39. 588 38. 7 18 .10144E-01 39. 578 39.150 388 37.409 .94872E-02 39.081 .31997 .00000 .00000 39.081 37.4 12 .67499E-02 39.074 38.267 389 36.015 .79056E-02 38.489 .27833 .00000 .00000 38. 489 36. 017 .57543E-02 38. 483 37.308 390 34.531 .65854E-02 37.816 .24187 .00000 .00000 37.816 34.533 .48910E-02 37.811
- 36. 281 391 32.969 .54748E-02 37.072 .20972 .00000 .00000 37.072 32. 970 .41406E-02 37.068
- 35. 197 392 31.332 .45439E-02 36. 263 .18081 .00000 .00000 36.263 31. 333 .35004E-02 36. 260
- 34. 064 393 29.625 .37745E-02 35.394 .15437 .00000 .00000 35. 394 29. 626 .29699E-02 35. 391
- 32. 888 394 27.845 .31462E-02 34.467 .12986 .00000 . 00000 34.467 27. 846 .25405E-02 34. 464 31.677 395 25.992 .25901E-02 33. 404 .10679 .00000 .00000 33.484 25. 992 .21513E-02 33. 481 30.435 396 24.059 .21462E-02 32.445 .84669E-01 .00000 .00000 32. 445 24.059 .18482E-02 32.443>
29.169 C'g POST1 NODAL STRESS LISTING ***** co Vl LOAD STEP- 1 SUBSTEP= 1 TIME- 1.0000 LOAD CASE- 0 SITCD THE FOLLOWING X,Y, Z VALUES ARE IN GLOBAL COORDINATES NODE SX SY Sz SXY SYZ Sxz Si S2 S3
-SEQV 397 22.038 .14352E-02 31.349 .62860E-01 .00000 .00000 31.349 22.039 .12559E-02 31.34 l9 27.884 398 19.916 .15497E-02 30.192 .40598E-01 .00000 .00000 30. 192 19. 916 .14670E-02 30.1"t s 26.586 399 17.662 -.15297E-02 28.965 .15960E-01 .00000 .00000 28. 965 17. 662 -.15441E-02 28.91 25.287
400 1 3' .39082E-02 27:657 -. 12118E-01 . 00u0 .00000 27. 657 15.233 .38986L 27 . 653
- 23.989 401 12.617 -. 18965E-01 26.250 -. 37493E-01 .00000 .00000 26.250 12. 617 -. 19076E-01 26.269 22.755 402 10.366 .72652E-01 24.950 .29001E-01 .00000 24. 950 10.366 .72570E-01 24.877 21.651 } ,2. .6 ' '.-
403 9.2856 -. 32828-01 23.938 .14116 .00000 .00000 23. 938 9.2877 - .34966E-01 23'.973
, 20.932 404 5.0029 .18966 22.099 - .52857 .00000 22. 099' 5. 0602 .13229 21. 967 19.964 .0ooo0 405 -14.959 -2.5475 14.501 -2.5160 .00000 .00000'
.00000 14.501 -2. 0569 -15.450 29. 951
'.:' 25.986 406 -16.597 .82969 13.382 -1. 4426 .00000 .00000 13.382 .94829 -16. 716 30.098 26.196 407 -1.5659 '".85083 17.591 .824 98 .00000 .00000 17. 591 1. 1056 -1. 8207 19.412 18.126 408 -5.2891 '-10.719 13.855 -1.8833 .00000 .00000 13.855 -4. 6999 -11. 308 25. 163 22.596 409 -4;.'2982 10.373 17.840 -1.6565 .00000 .00000 17. 840 10. 558 -4.4829 22.323 19.718 410 1'.1706 .58351 8.2012 -. 42055E-01 .00000 .00000 8.2012 1. 1736 .58052 7. 6207 7-.3421' 411 1.'1578 -. 27655 6.3025 - .39202E-01 .00000 .00000 6..3025 1. 1588 -. 27762 6. 5801 5.9924; .00000 .00000 412 1.4'959 .22771 5.5793 .72601E-01 .00000 5.5793 1. 5000 .22357 5. 3557 4.8452' .00000 413 2.2611 -. 39613 5.1631 .15410 .00000 5.1631 2.2700 -. 40504 5..5682 4.8234 .00000 414 -1.1575 -. 33914 -7.0857 .42055E-01 .00000 -. 33699 -1. 1597 -7.0857 6. 74 87 6.3773 w
- POST1 NODAL STRESS LISTING .... 4 .
tO LOADWSTEP= 1 SUBSTEP=- 1 TIME= 1.0000 LOAD CASE- 0 THE FOLLOWING X,Y, Z VALUES ARE IN GLOBAL COORDINATES NODE SX SY Sz SXY SYZ Sxz Si S2 S3 ' SINT CT SEQV 415 -. 98134 -. 10855 -5.5265 .39202E-01 .00000 .00000 -. 10679 -. 98310 -5.5265 5.419 0 5.0390 416 -1.2998 .68763 -4.6028 .23702 .00000 .00000 .71551 -1.3276 -4.6028 5.318 K3 44.6468 th3 417 -1.1329 -. 98035 -4.6433 .39867 .00000 '.00000 - .65072 - 1.4625' -4 . 6433 3.99k'l I0
- 3. 6550- , 0 2T 4 2'. - 15..4 P) 91, 10'? 24.9'49 -6.1944 .00000 .00000 97I.048 24.949' -15'.776 . 112. b;
'I,.
426 -9 36.392 0 26. 911 4.0868 -4.3334 00. .00000 27. 364 4.0868 -14.573 4 41. 937 427 -12.935 -30. 816 -12. 964 -2.5024 .00000 .00000 -12.592 -12. 964 -31.160 18. 568 18.384 428 2.3675 55.883 24.908 -2.4028 .00000 .00000 55. 991 24 . 908 2.2598 53. 731 4 6. 723 429 1.9977 31. 302 17. 197 -2.9349 .00000 .00000 31. 593 17. 197 1.7067 29. 886 25.888 430 1.5393 .82397 7.7750 -3. 4577 .00000 .00000 7.7750 4.6578 -2.2945 10.070
- 8. 9288 431 -.53003 32.126 26. 624 -2. 1370 .00000 .00000 32.265 26. 624 -. 66928 32.935 30.508 432 -.42141 28. 668 25.353 -1.7732 .00000 .00000 28.776 25.353 -.52909 29.305 27.752 433 -.32698 29.559 25. 391 -1.4150 .00000 .00000 29. 626 25. 391 -.39383 30.019 28.142 434 -.65327 15.272 31.269 -.73081 .00000 .00000 31.269 15.306 -.68674 31. 956 27.675 435 -. 91532 30.471 35.371 -.88507 .00000 .00000 35. 371 30. 496 -.94026 36. 312 34.136 436 -1.1639 42.642 38.526 -1.0366 .00000 .00000 42. 667 38. 526 -1.1884 43. 855 41.939 437 -.87201 17.834 40.088 .82115 .00000 .00000 40. 088 17.870 -.90799 40. 996 35.545 438 -1.4334 28. 143 42.553 .11151 .00000 .00000 42. 553 28. 143 -1.4338 43.986 38.841 439 -. 98075 40. 860 46.037 1.0183 .00000 .00000 4 6.037 40. 885 -1.0055 47.043 44.690 POST1 NODAL STRESS LISTING ***** a:
m LOAD STEP- .1 SUBSTEP= 1 TIME= 1.0000 LOAD CASE- 0 THE FOLLOWING X, Y,Z VALUES ARE IN GLOBAL COORDINATES Jto NODE SX SY Sz SXY SYZ Sxz S1 S2 S3 SIN.', SEQV 0 440 1.3642 22.698 49.169 .47718 .00000 .00000 49. 169 22. 709 1.3536 47.81 41.488 a 441 .59230 39.397 52.873 .12760 .00000 .00000 52. 873 39. 397 .59188 52. 2ts
- 47. 015 442 -1.0501 10.379 50.484 .33640 .00000 .00000 50. 484 10. 389 -1.0600 51.5-1 As 46.880 443 -.13426 49.019 61.139 .33145 .00000 .00000 61.139 49.021 -.13650 61 .21 56.205
4944 -, I. 1 14.196 55,.281 .40417 . 0000 .00000 55. 281 14 .207 -.98817 56. 269 50.419 445 .25636E-02 45.223 63. 595 .39790 .00000 .00000 63. 595 45. 226 -.93731E-03 63.596 56.689 446 -1.0189 18.371 58.586 .38699 .00000 .00000 58.586 18. 378 -1.0266 59. 613 52.664 . .0.0 447 -.26111E-02 41.071 64.369 .38082 .00000 .00000 64.369 41.075 -.61418E-02 64.376 56.456 448 -1.0174 22.182 60. 662 .3258 9 .00000 .00000 60. 662 22. 187 -1.0220 61. 684 53.962 I 449 .16996E-01 37.281 64.150 .32062 .00000 .00000 64 .150 37.283 .14238E-01 64. 136 55.786 450 -1.0194 25.285 61.776 .24878 .00000 61.776 25.287 -1.0218 62.798 54.623 .00000 451 .20252E-01 34.195 63.406 .24 470 .00000 63. 406 34.197 .18SOOE-01 63. 387 54.951' .00000 452 -1.0158 27.584 62.218 .17323 .00000 62.218 27. 585 -1.0169, 63.235 54.846 3 .00000 453 .2142iE-01-'31.908 62.476 .17035 .00000 62.476 31. 909 .20514E-01 62.455 54.092 .00000 454, -1'.0116 29.135 62. 230 .10863 .00000 .00000
.00000 62. 230 29. 135 -1.0120 63.242 54.,789'` .' .- ..:
455 .19336E-01 30.366 61.568 .10679 .00000 .00000 61.568 30. 366 .18960E-01 61.549 53.305 30.068 62.005 .58667E-01 .00000 .00000 62.005 30'.068 -1.0072 63.012 456, -1.0070 54.572 457 .16264E-01 29.438 60.793 .57646E-01 .00000 60.793 29. 438 .16151E-01 60 .7-77 52.643 POST1 NODAL STRESS LISTING ***' C LOAD STEP= 1 SUBSTEP- 1 TIME= 1.0000 LOAD CASE= 0 6 THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES to NODE SX' SY SZ SXY SYZ sxz Si S2 S3 SINT h
.. .. I ...
SEQV 458 -1.0031 30.538 61.681 .23421E-01 .00000 .00000 61.681 30. 538 -1.0031 62.68 0 U' 54.286 459 .12923E-01 28.971 60.195 .22985E-01 .00000 .00000 60.195 28. 971 .12904E-01 60.1U 0
- N 52.132' -
30.690 61.345 .95765E-03 .00000 .00000 61.345 30. 690 -.99994 62. 34 ' 460 -.99994
- 53. 995! .-T1 59.775 .90130E-03 .00000 '.00000 59.*I'5 28.819 .99177E-02 59.7toi N 461 .99178E-02 28.819 51.769 462 -.99766 30.648 61.048 -. 11f491E-01 .00000 .00000 61.048 30.648 -.9'9i67' - 62.04!
t F
,1 .\.
.0009 9 463 . 94E-02 28.861 59. 507 -.11332E-01 .00000 59. 507 28.861 .74850E 59. 500 51.536; 464 -.99617 30.506 60.811 -.16782E-01 .00000 .00000 60. 811 30. 506 -. 99618 61.808 53.530 465 .57046E-02 29.003 59. 359 -.16526E-01 .00000 .00000 59. 359 29.003 .56952E-02 59. 354 51.406 466 -.99531 30.326 60. 640 -.17439E-01 .00000 .00000 60. 640 30. 326 -. 99532 61. 636 53.380 467 .45107E-02 29.181 59.297 -.17164E-01 .00000 .00000 59.297 29. 181 .45006E-02 59.293 51.351 468 -.99490 30.151 60.528 -.15468E-01 .00000 .00000 60. 528 30. 151 -.99491 61. 522 53.281 469 .38008E-02 29. 355 59.290 -.15220E-01 .00000 .00000 59. 290 29.355 .37929E-02 59.286 51.344 470 -.99481 30.002 60. 462 -.12319E-01 .00000 .00000 60. 462 30.002 -.99481 61. 457 53.224 471 .34511E-02 29.503 59. 314 -.12118E-01 .00000 .00000 59. 314 29. 503 .34462E-02 59.311 51.365 472 -.99489 29. 887 60. 431 -.89439E-02 .00000 .00000 60. 431 29. 887 -.99489 61. 426 53.197 473 .33459E-02 29. 618 59.353 -.87960E-02 .00000 .00000 59. 353 29. 618 .33433E-02 59.349 51.398 474 -.99506 29.805 60.423 -.58970E-02 .00000 .00000 60. 423 29. 805 -. 99506 61. 419 53.190 475 .33888E-02 29. 699 59.393 -.57980E-02 .00000 .00000 59. 393 29. 699 .33876E-02 59. 390 51.433
- POST1 NODAL STRESS LISTING *****
LOAD STEP= 1 SUBSTEP- 1 TIME= 1.0000 LOAD CASE= 0 THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES NODE SX SY Sz SXY SYZ sxz S1 S2 S3 SINT SEQV 476 -.99526 29.754 60.429 -. 34373E-02 .00000 .00000 60. 429 29.754 -.99526 61.42 53.195 477 .35071E-02 29.750 59.430 -. 33783E-02 .00000 .00000 59.430 29. 750 .35067E-02 59.42 51.465 478 -.99545 29.725 60.442 -. 16286E-02 .00000 .00000 60.442 29. 725 -.99545 61. 43. 53.207 479 -.36511E-02 29.779 59.459 -. 15995E-02 .00000 .00000 59. 459 29. 779 .36510E-02 59. 45 51.490-480 -.99560 29.713 60.457 -.41878E-03 .00000 .00000 60.457 29. 713 -. 99560 61.45: 53.219
481 .*8E-02 29. 791 59. 481 -. 40993E-03 . 0Iu
.00000 59. 481 29. 791 .37898 l 59.477
- 51. 509 .00000 482 -.99571 29.712 60.471 .30075E-03 .00000 60. 471 29. 712 -.99571 61.466 I 1, I .
- 53. 231 .00000 483 .39071E-02 29.792 59.495 .29730E-03 .00000 .00000 59. 495 29. 792 .39071E-02 59. 491
.. . I..
51.521 484 _.99579 29. 716 60. 482 .65517E-03 .00000 .00000 60.482 29. 716 -.99579 61. 478 53.242 485 .39970E-02 29. 788 59. 504 .64544E-03 .00000 .00000 59. 504 29.788 .39970E-02 59.500 51.528 1 486 -.99584 29. 724 ,60.491 .76194E-03 .00000 .00000 60. 491 29.724 -.99584 61. 487 53.249 487 .40598E-02 29.780 59.508 .75007E-03 .00000 .00000 59. 508 29. 780 .40598E-02 59. 504 51.532 488 -.99587 29.731 60.497 .71862E-03 .00000 .00000 60. 497 29.731 -. 99587 61.493 53.254 489 . 40994E-02 29.773 59.509 .70716E-03 .00000 .00000 59. 509 29.773 .40993E-02 59.505 51.533 490 -.99588 29. 738 60.501 .59876E-03 .00000 .00000 60. 501 29.738 -.99588 61. 496 53.257 491 .41209E-02 29.766 59'. 509 .58906E-03 .00000 .00000 59.509 29.766 .41209E-02 59. 505 51.532 492 -.99588 29.744 60. 502 .45295E-03 .00000 .00000 60. 502 29.744 -.99588 61. 498
.44 :E-
- 53. 259 ' .00000 493 .41297E-02 29.760 59.507 .44551E-03 .00000 59. 507 29.760 .41296E-02 59. 503 51.531 POST1 NODAL S'TRESS LISTING LOAD STEPa 1 SiUBSTEP- I TIME- - 1.0000 LOAD CASE= 0 THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES
* =
NODE SX SY . SZ SXY SYZ sxz Si S2 S3 SINT (D SEQV _.
- 3, 494 -.99587 29.748 60.503 .31242E-03 .00000 .00000 60.503 29. 748 -.99587 61.4 9, k 6.'* °S 53.260 495 .41302E-02 29.756 59.505 .30721E-03 .00000 .00000 59.505 59.50 SNN ;oCD
- 29. 756 .41302E-02 U,
51.530 496 -.99586 29.751 60.503 .19356E-03 .00000 .00000 60. 503 29.751 -.99586 53.260 in 497 .41263E-02 29.753' 59.504 .19027E-03 .00000 .00000 59. 504 29. 753 .41263E-02 59.501' 51.528 .00000 498 -.99585 29.753 60.503 .10248E-03 .00000 *.00000 60. 503 29.753 -.99585 61.49
- 6. 4, t. 0 53.259 499 .41203E-02 29. 751 59.502 .10069E-03 .00000' .00000 59. 502 29.751 .41203E-02 59.4's
.998
- 51. 0 500 _.99585 29. 754 60. 502 .38830E-04 .00000 .00000 60. 502 29.754 -.99585 - 61.4 98 53.259 501 .41141E-02 29.751 59. 501 .38098E-04 .00000 .00000 59. 501 29. 751 .41141E-02 59. 497 51.526 502 -. 99584 29.754 60.501 -. 12753E-05 .00000 .00000 60.501 29. 754 -. 99584 61.497 53.258 503 .41085E-02 29.750 59. 500 -. 13286E-05 .00000 .00000 59.500 29.750 .41085E-02 59. 4 96 51.525 504 -. 99584 29. 754 60.501 -. 23101E-04 .00000 .00000 60. 501 29.754 -. 99584 61. 4 97 53.258 505 .41041E-02 29.750 59.500 -. 22775E-04 .00000 .00000 59. 500 29.750 .41041E-02 59. 496 51.525 506 _.99583 29.753 60.501 -. 31982E-04 .00000 .00000 60.501 29.753 -. 99583 61. 496 53.257 507 .41008EV02 29.751 59.500 -. 31492E-04 .00000 .00000 59. 500 29. 751 .41008E-02 59. 496 51.525 508 -.99583 29.753 60.500 -.32577E-04 .00000 .00000 60. 500 29.753 -.99583 61.496 53.257 509 .40987E-02 29.751 59.500 -.32062E-04 .00000 .00000 59.500 29.751 .40987E-02 59.496 51.525 510 -. 99583 29.753 60.500 -.28547E-04 .00000 .00000 60. 500 29. 753 -.99583 61. 496 53.257 511 .40974E-02 29.751 59.500 -.28087E-04 .00000 .00000 59.500 29. 751 .40974E-02 59. 4 96 51.525
***POSTi NODAL S'j ,RESS LISTING *****
LOAD STEP- 1 StJBSTEP= 1 TIME- 1.0000 LOAD CASE- 0 D THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES co NODE SX SY Sz SXY SYZ Sxz Si S2 S3 SINT SEQV 512 -.99583 29.753 60.500 -.22519E-04 .00000 .00000 60.500 29. 753 -. 99583 61.49, 53.257 513 .40968E-02 29.752 59.500 -.22151E-04 .00000 .00000 59.500 29.752 .40968E-02 59.49 to3 51.525 514 -.99583 29.752 60.500 -.16202E-04 .00000 .00000 60.500 29. 752 -.99583 61 .49 0 53.257 U' 515 .40967E-02 29.752 59.500 -.15933E-04 .00000 .00000 59. 500 29. 752 .40967E-02 59. 49, 51.525 516 -.99583 29.752 60.500 -.10570E-04 .00000 .00000 60. 500 29.752 -.99583 61.4 ,I 53.257 I']*/ .409bUI:-02 29.152 59.500 -.10393E-04 .00000 .00000 59.500 29.752 .40968E-02 59. 4'I*
'.I . '.;!',
518 _.3 29.752 60.500 -. 60682E-05 .000 .00000 60.500 29. 752 -.99583
- 61.496
. 500 . 66,00 519 .40970E-02 29. `752 59.500 - .59638E-05 .00000 .00000 59.500 29.752 .40970E-02 59. 4 96 51.525 520 -.99583 29.752 - .27875E-05 .00000 0ooobo 60.500 29;752 -.99583. 61. 496 53.257, 521 .40973E-02 29. 752 60.500
- 59. 500 - .27373E-05 .00000 59. 500 29.'752 -.'409735-02 59. 496 51.-525:
522 -.99583 29.752 60.500 -. 61537E-06 .00000 60. 500 29.752 -.99583 61. 4 96 53.257, 523 ; .40975E-02 29. 752 59.500 -. 60164E-06 .00000 .00000 59.500 29.'752 .40975E-02 59. 496 51.525; - 524 -.99583 29. 752 60.500 .65824E-06 .00000 .ooo.o 60.5'00 29. 752 -.99583 61.496 53.257 525 .40977E-02 29. 752 59.500 .65015E-06 .00000 .00000 59. 500 29.752 .40977E-02 59. 496 51.'525 29. 752 526 -.99583 29. 752 59.500 .12688E-05 .00000 .00000 60.500 29.752 -.99583 -61.496 53.257 - : 527 .40979E-02 29.752 60.500 . 12498E-05 .00000 .00000 59.500 29.752 .40979E-02 59. 496
- 51. 525
'528. _.99583 ' .14339E-05 .00000 .00000 60.500 29.752 -.99583 61. 496 53.257 529 '.'40980E-02' 29.I752 - 59.500 .14115E-05 .00000 59.500 29.752 .40980E-02 59. 496 51.525
- POST1 1NODAL -STRESS,LISTING **,*'*
LOAD STEP- 1 SUBSTEP- 1 TIME- 1.0000 LOAD CASE= 0 THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES NODE SX' SY Sz SxY SYZ' Sxz S1 II' S2 S3 SINT
'SEQV 530 -.99583 29.752 60.500 .13328E-05 .00000 .00000 60.500 29. 752 -. 99583 61'.49 53.257 .ooodo 531 .40981E-02 29.752 59.500 .13115E-05 .00000 59. 500 29.752 .40981E-02 59.49 51.525 - 29.72 .6,:-.5
.00000 532 -.99583 29.752 59.500 .10991E-05 .00000 .00000 60'. 500 29.'752 -.99583 61.49 53.257 533 .40981E-02 29.752 59.500 .10812E-05 .00000 59. 500 29 752 -.40981E-02 59.49 51.525 534 -.99583 29.752 60.500 .82394E-06 .00006 .06000' 60.500 29.752 -.99583 61.49 53.257 535 .40981E-02 29.752 60.500 .81038E-06 .00000 .00000 59. 500 29.'752 .40981E-02 59.49-51.525, 536 -. 99583 .00000 .00000'. .060000 60. 500 29.'752 -. 99583 - 61 .49i.
I
537 .4-81E-02 29.752 59.500 . 00000 .000 .00000 59. 500 29. 752 .409810 59.496
- 51. 525 538 -. 99583 29.752 60.500 .00000 .00000 .00000 60.500 29. 752 -.99583 61. 496 53.257 539 .40981E-02 29.752 59.'500 .00000 .00000 .00000 59.500 29. 752 .40981E-02 59. 496
- 51. 525.
540 -. 99583 29.752 60.500 .00000 .00000 .00000 60. 500 29. 752 -.99583 61.496 53.257 541 .40981E-02 29.752 59.500 .00000 .00000 .00000 59.500 29. 752 .40981E-02 59. 496 51.525 542 -. 99583 29.752 60.500 .00000 .00000 .00000 60.500 29.752 -.99583 61.496 53.257 543 .40981E-02 29.752 59.500 .00000 .00000 .00000 59. 500 29.752 .40981E-02 59. 496 51.525 544 -. 99583 29.752 60.500 .00000 .00000 .00000 60.500 29.752 -.99583 61. 496 53.257 545 .40981E-02 29.752 59.500 .00000 .00000 .00000 59.500 29. 752 .40981E-02 59. 496
- 51. 525 546 -.99583 29.752 60.500 .00000 .00000 .00000 60.500 29. 752 -.99583 61.4 96 53.257 547 .40981E-02 29.752 59.500 .00000 .00000 .00000 59. 500 29.752 .40981E-02 59. 496 51.525 L**A* POSTi NODAL STRESS LISTING ***k*
LOAD STEP= 1 SUBSTEP- 1 TIME= 1.0000 LOAD CASE 0 THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES NODE SX SY Sz SXY SYZ Sxz Si S2 S3 SINT SEQV 548 -.99583 29.752 60.500 .00000 .00000 .00000 60.500 29.752 -.99583 61.49' 53.257 549 .40981E-02 29.752 59.500 .00000 .00000 .00000 59. 500 29.752 .40981E-02 59.4 9 51.525 550 -. 99583 29.752 60.500 .00000 .00000 .00000 60.500 29. 752 -.99583 61.49 53.257 551 .40981E-02 29.752 59.500 .00000 .00000 .00000 59. 500 29. 7 52 .40981E-02 59.49 51.525 552 -.99583 29.752 60.500 .00000 .00000 .00000 60. 500 29. 752 -. 99583 61 .4e 53.257: 553 .40981E-02 29.752 59.500 .00000 .00000 .00000 59.500 29.752 .40981E-02 59.4 s 51.525 554 -. 99583 29.752 60.500 .00000 .00000 .00000 60. 500 29. 752 -. 99583 61 .4 . S3.257
59.500 29.7 52 .40981t . 59.496 29.752 59.500 .00000 .00* .00000 629 .I 1E- 02 51.25 .00000 60.500 29.752 -.99583 61.496 29.752 60.500 .00000 .00000 630 -. 99583 53.257. 2. 752 59. 500 29.752 .40981E-02 59. 496 29.752 59.500 .00000 .00000 ;00000 631 .40981E-02 51.525, .00000 60. 500 29.752 -.99583 61. 496
- 29. 752 60. 500 .00000 .00000 632 -.99583 53.257. .00000 59. 500 29.752 .40981E-02 59. 496 29.752 59.500 .00000 .00000 633 .40981E-02 51.525 .00000 60.500 29. 752 -.99583 61. 496 29.752 60.500 .00000 .00000 634 -. 99583 53.257 . .00000 59. 500 29.752 .40981E-02 59. 496 29.752 59.500 .00000 .00000 635 .40981E-02 51.525 .00000 60.500 29.752 -.99583 61. 496 29.752 60.500 .00000 .00000 636 -.99583 53.257 .00000 59.500 29.752 .40981E-02 59. 496 29.752 59.500 .00000 .00000 637 .40981E-02 51.525 ..
- I** POSTI NODAL S TRESS LISTING LOAD STEP= 1 S UBSTEP- 1 TIME- U1.0000.. LOADCASE- 0 THE FOLLOWINGX, Y, Z VALUES ARE IN GLOBAL COORDINATES Si S2 S3 _SINT.
Sz SXY SYZ Sxz NODE SX SY SEQV- .00000 60.500 29. 752 -.99583 61.496
- 29. 752 60. 500 -.66013E-06 .00000 638 -.99583 53.257. .00000 59.500 29.752 .40981E-02 59.496 w 29.752 59. 500 -.64921E-06 .00000 639 .40981E-02 .. . 7' .
51.525. 60.500 29.752 -.99583 61.49t 60.500 -.90969E-06 .00000 .00000 640 -.99583 29.752 53.257 29. 752 .40981E-02 59.49 b 59.500 -.89485E-06 .00000 .00000 59.500 64i .40981E-02 29.752 -.4 51.525 29.752 -.99583 61.49 I 29.752 60.500 -.11429E-05 .00000 .00000 60.500 642 -.99583 53.257- 29.752 .40981E-02 59.49 C 29.752 59.5s0 -.1124SE-05 .00000 .00000 59. 500 643 .40981E-02 51.525 60.500 29. 752 -.99583 61.49 O 29.752 60. 500 -.12895E-05 .00000 .00000 644 -.99583 53.257 29.752 .40981E-02 59.49( 59.500 -.12691E-05 .00000 .00000 59.500 645 .40981E-02 29.75. 51.525 29. 752 -.99583 61.4,i N
-.12423E-05 .00000 :00000 60.500 646 -. 99 5 83 29.752 60.500 53.257.. 59.500 29.752 .40980E-02 59.4'}
59.500 -.12234E-05 .00000. .00000 64 7 .40980E-02 29.752'
555
- 1E-02 29.752 59. 500 .00000 . 004 00000 59.500 29.752 40981L
- 59.4 96 51.525 556 -. 99583 29.752 60.500 .00000 .00000 .00000 60.500 29.7 52 -.99583 61. 496 53.257 557 .40981E-02 29.752 59.500 .00000 .00000 .00000 59.500 29.752 .40981E-02 59. 496 51.525 558 -. 99583 29.752 60. 500 .00000 .00000 .00000 60. 500 29.752 -. 99583 61. 496 53.257 559 .40981E-02 29.752 59.500 .00000 .00000 .00000 59. 500 29. 752 .40981E-02 59. 496 51.525 560 -.99583 29.752 60.500 .00000 .00000 .00000 60.500 29.752 -.99583 61. 496 53.257 561 .40981E-02 29.752 59.500 .00000 .00000 .00000 59.500 29.752 .40981E-02 59. 496 51.525 562 -. 99583 29.752 60.500 .00000 .00000 .00000 60. 500 29.752 -.99583 61. 496 53.257 563 .40981E-02 29.752 59.500 .00000 .00000 .00000 59. 500 29. 752 .40981E-02 59. 496 51.525 564 -. 99583 29.752 60.500 .00000 .00000 .00000 60.500 29.752 -.99583 61. 4 96 53.257 565 .40981E-02 29. 752 59.500 .00000 .00000 .00000 59.500 29.752 40981E-02 59. 496 51.525
- POSTi NODAL STRESS LISTING *****
LOAD STEP= 1 SUBSTEP= 1 TIME 1.0000 LOAD CASE.- 0 ...... THE FOLLOWING X,YZ VALUES ARE IN GLOBAL COORDINATES NODE SX SY Sz SXY SYZ Sxz S1 S2 S3 SINT SEQV 566 -.99583 29.752 60.500 .00000 .00000 .00000 60.500 29. 752 -.99583 61.496 53.257 567 .40981E-02 29.752 59.500 .00000 .00000 .00000 59. 500 29. 752 .4098lE-02 59.49i 51.525 568 -.99583 29.752 60.500 .00000 .00000 .00000 60. 500 29.752 -.99583 61.49' 53.257 569 .40981E-02 29.752 59.500 .00000 .00000 .00000 59. 500 29.752 .40981E-02 59. 49i 51.525 570 -.99583 29.752 60.500 .00000 .00000 .00000 60.500 29. 752 -.99583 61.49i 53.257 571 .40981E-02 29.752 59.500 .00000 .00000 .00000 59.500 29.752 .40981E-02 59.4'1 51.525 572 -. 99583 29.752 60.500 .00000 .00000 *.00000 60. 500 29. 752 -.99583 61 .42"
- 53.257.
573 .40981E-02 29.752 59.500 .00000 .00000 .00000 59.500 29. 752 .4098lE-02 59.4'i)
I0 51S) ' 60. 500 29.752 -.99583 61.496 60.500 .00000 .00000 .00000 574 -. 99583 29. 752 00 .00 53.257 59. 500 29. 752 .40981E-02 59. 4 96 29.752 59.500 .00000 .00000 .00000 575 .40981E-02
- 51. 525 60..500 29.752 -. 99583 61.496 576 _.99583. 29.752 60.500 .00000 .00000
.00000 53.257 59. 500 29. 752 .40981E-02 59. 4 96 29.752 59.500 .00000 .00000 577 .40981E-02 . A .~ ,
.00000 51.525 60.500 29. 52 -.99583 61.496 29.752 60.500 .00000 .00000 578 -.99583
.00000 53.257' 59.500 29.752 .40981E-02 59. 496
- 29. 752 59.500 .00000 .00000 579 .40981E-02
.00000
- 51. 525 60. 500 29. 752 -.99583 61.496 580 -. 99583 29.752 60.500 .00000 .00000
.00000
.00000 53.257 59.500 29. 752 .40981E-02 59. 496 29.752 59.500 .00000 .00000 .00000 581 ;40981E-02 51.525 60.500 29.752 -.99583 61.496 29.752 60.500 .00000 .00000 .00000 582 -.99583 53.257 .00000
.00000 59. 500 29.752 .40981E-02 59.496 583 ,.40981E-02 29.752
,.'.I ,.
59.500 51.525
- POST1 NODAL STRESS LISTING *****
LOAD STEP= 1 SUBSTEP= 1 TIMEE - 1.0000 - LOAD CASE= - 0 THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES SYZ Sxz Si S2 S3 SINT I NODE SX SY Sz SXY 3, SEQV 29. 752 -.99583 61. 496 a 29.752 60.500 .00000 .00000 .00000 60.500 584 -.99583 53.257 .40981E-02 59.49f 2 59.500 .00000 .00000 .00000 59.500 29.752 585 .40981E-02 29.752 29. .752' to
- 59. .
51.525 -.99583 61.49t 0 29.752 60.500 .00000 .00000 .00000 60.500 29.752 586 -999583 ~n 53.257 .4098IE-02 59.49t m 29.752 59.500 .00000 .00000 .00000 59.500 29.752 587 . 40981E-02 c 51.525 . ,
-.99583 61.49,91U 29.752 60.500 .00000 .00000 .00000 60. 500 29.752 0 588 -.99583 53.257 .40981E-02 59.4'i to 29.752 59.500 .00000 .00000 .00000 59. 500 29.752 589 .40981E-02 29.752 51.525 -.99583 61.49't tt, 29.752 60.500 .00000 60. 500 29.752 590 -.99583 53.257 - 29.752
.40981E-02 59.4y9i 'Z 59.500 . 00000 .00000 .00000 59. 500 29. 752 591 .4098E-02 !
.. . I
592 _. , I 29. 752 60. 500 .00000 .00* .00000 60.500 29. 752 -.99583 1 0-0
.4098 61.496 .593 .40981E-02 29.752 59.500 .00000 .00000 .00000 59. 500 29. 752 .40981E-02 59. 496
- 51. 525 594 -.99583 29. 752 60.500 .00000 .00000 .00000 60. 500 29. 752 -.99583 61. 496 53.257 595 .40981E-02 29. 752 59.500 .00000 .00000 .00000 59. 500 29. 752 .40981E-02 59. 496 51.525 596 -.99583 29.752 60. 500 .00000 .00000 .00000 60.500 29. 752 -.99583 61.496 53.257 597 .40981E-02 29.752
- 59.500 .00000 .00000 .00000 59. 500 29. 752 .40981E-02 59. 496 51.525 598 -.99583 29.752 60. 500 .00000 .00000 .00000 60.500 29. 752 -.99583 61.496 53.257
.40981E-02 29. 752 59.500 .00000 . 00000 .00000 59.500 29. 752 .40981E-02 59. 496 599 51.525 600 -.99583 29.752 60.500 .00000 .00000 .00000 60.500 29.752 -.99583 61. 496 53.257 601 .40981E-02 29.752 59.500 .00000 .00000 .00000 59.500 29. 752 .40981E-02 59. 496 51.525
- A** POSTI NODAL STRESS LISTING *****
LOAD STEP- 1 SUBSTEP= 1 TIME= 1.0000 LOAD CASE- 0 THE FOLLOWING XY,Z VALUES ARE IN GLOBAL COORDINATES NODE SX SY Sz SXY SYZ Sxz Si S2 S3 SINT SEQV 3:D 602 -.99583 29. 752 60.500 .00000 .00000 .00000 60.500 29.752 -.99583 61.496 w C) m 53.257 rp1 603 .40981E-02 29.752 59.500 .00000 .00000 .00000 59.500 29. 752 .40981E-02 59.49t 0 51.525 to 604 -. 99583 29.752 60.500 .00000 .00000 .00000 60.500 29. 752 -.99583 61.49 04 53.257 605 .40981E-02 29.752 59.500 .00000 .00000 .00000 59. 500 29. 752 .40981E-02 59.49 Ul 51.525 ;a 606 -.99583 29.752 60.500 .00000 .00000 .00000 60.500 29. 752 -.99583 61.49 D 53.257 607 .40981E-02 29.752 59.500 .00000 .00000 .00000 59. 500 29. 752 .40981E-02 59.49! r}. 51.525 608 -. 99583 29.752 60.500 .00000 .00000 .00000 60. 500 29. 752 -.99583 61.4'. 53.257 609 .40981E-02 29.752 59.500 .00000 .00000 .00000 59. 500 29. 752 .40981E-02 59.4's 51.525 610 -. 99583 29. 752 60.500 .00000 .00000 .00000 60. 500 29. 752 -.99583 61.4')
53@ 611 .40981E-02 29.752 59.500 .00000 .000wo .00000 59. 500 29. 752 .4098 1E 59.496
- 51. 525 612 _.99583 29.752 60.500 .00000 .00000 .00000 60. 500 29.752 -. 99583 61.496 53.257 613 .40981E-02 29.752 59;.500 .00000 .00000 .00000 59. 500 29. 752 .409B1E-02 59. 496 51.525 29. 752 614 -. 99583 29.752 60.500 .00000 .00000 .00000 60. 500 29.752 -.99583 61.496 53.257 615 . 40981E-'02 29.752 59.500 .00000 .00000 .00000 59. 500 29. 752 .40981E-02 59.496 51.525 616 -. 99583 29.752 60.500 .00000 .00000 .00000 60. 500 29.752 -.99583 61.496 53.257 617 .40981E-02 29.752 59. 500 .00000 .00000 .00000 59. 500 29.752 .40981E-02 59.4 96 51.525 618 -. 99583 29.752 60.50b .00000 . 00000 .00000 60.500 29.752 -. 99583 61.496 53.257 619 - .40981E-02 29.752 59. 500 .00000 .00000 .00000 59.500 29.752 .40981l-02 59. 496 51.525
- .'POST1 NODAL STRESS LISTING *****
LOAD STEP- 1 SUBSTEP- 1 TIME= 1.0000 LOAD CASE- 0 THE FOLLOWING X, Y, Z. VALUES ARE IN GLOBAL COORDINATES NODE SX SY Sz SXY SYZ Sxz Si S2 S3 SINT SEQV 620 -. 99583 29.752 60.500 .00000 .00000 .00000 60.500 29. 752 -. 99583 61.496 > 53.257, 621 .40981E-02 29. 752 59.500 .00000 .00000 .00000 59.500 29.752 .40981E-02 59.496 c 51.525 a 29.752 .00000 .00000 .00000 60.500 29.752 -. 99583 61.49.. .c< 622 -. 99583 60. 500 (I 53.257 623 ..40981E-02 29.752 59.500 .00000 .00000 .00000 59.500 29.752 .40981E-02 61.49f f : tD 51.525 c 624 - .99583 29.752 60. 500 .00000 .00000 .00000 60.500 29.752 -. 99583 53.257 625 .40981E-02 29.752 59.500 .00000 .00000 .00000 59. 500 29.752 .4098 lE-02 59. 4 9 61.49" N 51.525 It 626 -. 99583 29.752 60.500 .00000 .00000 .00000 60.500 29.752 - .99583 53.257 627 .40981E-02 29.752 59.500 .00000*. .00000 .00000 59. 500 29. 752 .40981E-02 51.525 6211 - .99503 29. 752 60. 500 .00000 .00000 .00000 60. 500 29.752 -. 99583 61.4'J9
, D 53.257
- 51. 0 648 -.99583 29. 752 60.500 -. 85347E-06 .00000 .00000 60. 500 29. 752 -.99583 - 61.496 53.257 649 .40978E-1 29.752 59. 500 -.84163E-06 .00000 .00000 59. 500 29.752 .40978E-02 59. 496 51.525 650 -.99583 29.752 60.500 .00000 .00000 .00000 60. 500 29. 752 -.99583 61.496 53.257 651 .40977E-( 29.752 59.500 .00000 .00000 .00000 59. 500 29.752 .40977E-02 59. 496 51.525 652 -.99583 29.752 60.500 .17202E-05 .00000 .00000 60.500 29.752 -.99583 61. 496 53.257 653 .40974E-( 29.752 59.500 .16882E-05 .00000 .00000 59. 500 29.752 .40974E-02 59. 496 51.525 654 -.99583 29.752 60.500 .43211E-05 .00000 .00000 60.500 29. 752 -.99583 61. 496 53.257 655 .40972E-( 29.752 59.500 .42459E-05 .00000 .00000 59. 500 29.752 .40972E-02 59.496 51.525
- POST1 NODAL STRESS LISTING *****
LOAD STEP= 1 SUBSTEP= 1 TIME= 1.0000 LOAD CASE- 0 THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES NODE SX SY Sz SXY SYZ Sxz Si S2 S3 SINT SEQV 656 -.99583 29.752 60.500 .80099E-05 .00000 .00000 60.500 29.752 -.99583 61. 496 53.257 657 .40970E-02 29.752 59.500 .78742E-05 .00000 .00000 59.500 29.752 .40970E-02 59.496 51.525 658 -. 99583 29.752 60.500 .12782E-04 .00000 .00000 60.500 29.752 -.99583 61.49b 53.257 659 .40968E-02 29.752 59.500 .12570E-04 .00000 .00000 59.500 29.752 .40968E-02 59. 49F 51.525 660 -. 99583 29.752 60.500 .18368E-04 .00000 .00000 60. 500 29.752 -.99583 61.49 53.257 661 .40969E-02 29.752 59.500 .18066E-04 .00000 .00000 59. 500 29. 752 .40969E-02 59.49 51.525 662 -.99583 29.753 60.500 .24073E-04 .00000 .00000 60.500 29.753 -.99583 61.49 53.257 663 .40972E-02 29.752 59.500 .23683E-04 .00000 .00000 59. 500 29.752 .40972E-02 59.4'J 51.525 664 -.99583 29.753 60.500 .28605E-04 .00000 .00000 60. 500 29.753 -.99583 61.49 I 53.257 I.A C6'. .40981E-02 29.751 59.500 .28150E-04 .00000 .00000 59. 50( 29.751 .40981E-02 59.4', 51.525
666 -. 0 3 29. 753 60.500 .29895E-04 . OLOD .00000 60.500 29.753 -.99583 0 61. 496 53.257 667 .40998E-02 29.,751 59.500 .29431E-04 .00000 .00000 59. 500 29.751 .40998E-02 59.4 96 51.525 z . .. 668 -. 99584 29.753 60.501 .24958E-04 .00000 60.501 29.753 -. 99584 61. 497 53.258' 669. .4i023E-02 29. 751 59.500 . 24591E-04 .00000 .00000 59.500 29.751 .41023E-02 59. 496
. ; I .. I 51.525 670 -.99584 29.754 60.501 .98719E-05 .00000 .00000 60.501 29.754 -.99584 6i. 497 53.258 .0000 671 .41060E-02 29.750 59.500 .97703E-05 .00000 .00000 59.500 29. 750 .41060E-02 59..4 96
- 51. 525-672 -.99584 29. 754 60.502 -.20042E-04 . "' .00000 60.502 29.754 -. 99584 61.498 53.258 673 .41107E-02 29.751 59.501 -.19633E-04 .00000 .00000 59.501 29.751 .41107E-02 59. 497 51.526
- ' POST1 NODAL SI'RESS'LISTING *****
LOAD STEP= 1 SLltZ~cv>D- 1 UD. TIME- 1'.0000 LOAD CASE- 0 THE FOLLOWING XY,ZVPLLUES ARE IN GLOBAL COORDINATES NODE SX SY ' SZ SXY SYZ Sxz Si ' S2 S3 SINT SEQV 674 -.99585 29.753 60.502 -. 69696E-04 .00000 .00000 60.502 29.753 -. 99585 61.498 53.259' 675 .41162E-02 2 9.751 59.502 -. 68457E-04 .00000 .00000 59.502 29.751 .41162E-02 59.4 98 51.526 x 676 -.99586 I29.752 60.503 -. 14324E-03 .00000 .00000 60.503 29.752 -.99586 61.499 > 53.259 0 677 .41218E-02 29.752 59.503 -.14078E-03 .00000 .00000 59.503 29.752 .41218E-02 59.499 T 51.527 678 -.99586 29.750 60.503 -.24240E-03 .00000 .00000 60.503 29.750 -.99586- 61.49'-
. 9. 'd 53.260 . .
679 .41263E-02 2 9.754 59.504 -. 23833E-03 .00000 .00000 59. 504 29. 754 .41263E-02 59.50i 51.529 680 -.99587 2 9.746 60.503 -. 36409E-03 .00000 .00000 60.503 29'.746 -.99587 61.49; m 53.259 .o .o o . , - :. . 2 681 .41276E-02 29.758 59.506 -. 35808E-03 .00000 .00000 59.506 29.758 .41276E-02 59.50; : 51.530 . 4, - I, I00 682 -.99587 29.742 60.501 -. 49721E-03 .00000 .00000 60. 501 29'.1742 -. 99587 61. iJ 53.258 -.00000 683 .741227E-02 29.762 59.507 -. 4891iE-03 .00000 59. 507' 29. 7 62 .41227E-02 59.501 .N
'I.531 . II . I 684 - :99587 2' 9.736 60.499 -. 61869E-03 .00000 .00000 ' 60.4e)9 29. 736 -.99587 61 .4' -
5 6 685 .91078E-02 29. 7 68 59. 508 -.60876E-03 .00* .00000 59.508 29.7 68 .41078k6 59. 504 51.532. - 686 -.99585 29.729 60.494 -.68933E-03 .00000 .00000 60. 494 29. 729 -. 99585 61.490
- 53. 252 687 .40783E-02 29.775 59. 508 -.67849E-03 .00000 .00000 59. 508 29.775 .40783E-02 59. 504 51.532 688 -.99582 29.722 60.487 -.65007E-03 .00000 .00000 60. 487 29.722 -. 99582 61. 483 53.246 689 .40293E-02 29.7a2 59. 505 -.64020E-03 .00000 .00000 59. 505 29.782 .40293E-02 59. 501 51.530 690 -.99575 29.716 60. 477 -.42000E-03 .00000 .00000 60. 477 29.716 -.99575 61. 473 53.237 691 .39568E-02 29.788 59. 499 -.41430E-03 .00000 .00000 59.499 29.788 .39567E-02 59.495 51.524
- POST1 NODAL SITRESS LISTING *****
LOAD STEP- 1 StUBSTEP- 1 TIME- 1.0000 LOAD CAS E- 0 THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES NODE SX SY Sz SXY SYZ Sxz Si S2 S3 SINT SEQV 692 -.99566 29.715 60.466 .10190E-03 .00000 .00000 60. 466 29.715 -.99566 61. 461 53.227 693 .38589E-02 29.789 59.488 .98582E-04 .00000 .00000 59. 488 29. 789 .38589E-02 59. 484 51.515 694 -. 99553 29.722 60.452 .10286E-02 .00000 .00000 60. 452 29.722 -.99553 61. 448 53.215 695 .37388E-02 29.782 59.471 .10097E-02 .00000 .00000 59. 471 29.782 .37387E-02 59.4t 1 51.500 696 -.99538 29.742 60.440 .24674E-02 .00000 .00000 60.440 29.742 -.99538 61.43.3 53.204 697 .36074E-02 29.762
- 59.447 .24246E-02 .00000 .00000 59.447 29.762 .36072E-02 59.44 51.479 698 -.99520 29.781 60.431 .44892E-02 .00000 .00000 60. 431 29.781 -.99520 61.42 53.197 699 .34874E-02 29.723 59.415 .44134E-02 .00000 .00000 59.4 15 29. 723 .34868E-02 59.41 51.452 700 -.99503 29.845 60.433 .70810E-02 .00000 .00000 60. 4 33 29. 845 -.99503 61.42&
53.199 701 .34176E-02 29. 660 59.379 .69633E-02 .00000 .00000 59.379 29. 660 .34160E-02 59. 3/ 51.421 702 -. 99492 29. 938 60. 453 .10080E-01 .00000 .00000 60.453 29. 938 -.99492 61.44 .. z 53.215 : Lh
.0 .00000 59. 343 29. 567 .345299 59. 340 703 62E-02 29.567 59.343 .99148E-02 5Mt90 .00000 60. 499 30.063 _.99494 61. 494 30.063 60.499 .13090E-01 .00000 .704 -.99493 .0 0 :- ,' ._
53.257 ' ' .36775E-02 59. 311
.12879E-01 .00000 .00000 59.315 29. 443 705 .36832E-02 29.443 59.315 51.366 60.585 30.215 -. 99519 61. 580 30.215 60.585 .15388E-01 .00000 .00000 706 -.99519 . . -
53.332 - 59.305
.00000 .00000 59.309 29.292 .41903E-02 707 .41981E-02 29.292 59.309 .15143E-01 1 I I 51.361 60.721 30.379 -.99581 61. 716 60.721 .15824E-01 .00000 .00000 708 -.99580 30.379 53.451- 59.345 29.128 .51042E-02 59.340 29.128 59.345 .1S579E-01. .00000 709 .51125E-02 51.393
- POST1 NODAL STRESS LISTING "*"
LOAD STEP- 1 SUBSTEP' 1 TIME= 1.0000 LOAD CASE= 0 THE. FOLLOWING X,Y,,Z VALUES ARE IN GLOBAL COORDINATES Sxz S1 S2 S3 SINT SX SY Sz SXY SYZ NODE
- : T ' ..
- SEQV 30.526 .99694 61.'911 60.914 .12762E-01 .00000 .00000 60.914 710 -.99694 30.526 53.619 28.982 .65272E-02 59. 441
- 59. 448 .12576E-01 .00000 .00000 59. 448 711 .65327E-02 28. 982 51.483 30.605 -.99874 62.164
- 61. 165 .40679E-02 .00000 .00000 61. 165 712 -.99874 30. 605 71'53.838 59. 648 28. 904 .85265E-02 59.64C >
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- POSTI NODAL SITRESS LISTING *****
LOAD STEP- 1 StJBSTEP- 1 TIME- 1.0000 LOAD CASE- 0 THlE FOLLOWING X,YZ VALUES ARE IN GLOBAL COORDINATES NODE SX SY Sz SXY SYZ Sxz S1 S2 S3 SINT SEQV 728 -1.0331 16.989 56.965 -. 36782 .00000 .00000 56. 965 16. 996 -1.0406 58.006 51.417 729 -. 37887E-01 42. 445 63. 594 -.36204 .00000 .00000 63.594 42. 448 -.40972E-01 63. 635 56.133 730 -.87622 13.305 53.162 -.33950 .00000 .00000 53. 162 13. 313 -.88434 54. 047 48.531 I 731 .73965E-01 46.109 62.042 -.33438 .00000 .00000 62.042 46.112 .71536E-01 61.971 > w c) 55.740 0 732 -1.3515 10. 606 47.806 -.20221 .00000 .00000 47.806 10.609 -1.3549 49.lbI m 44.405 733 -. 48508 48.793 58.362 -.19952 .00000 .00000 58.362 48. 794 -.48589 58.84X - (0 54.695 a 734 1.4296 20. 883 45.224 -.54965 .00000 .00000 45.224 20.899 1.4 141 43.81( h U' p 38.017 735 .65274 33.828 47. 895 .19842 .00000 .00000 47.895 33.830 .65155 47.24 m CD 42.015 736 -1.1100 20.408 36.828 -. 84143E-01 .00000 .00000. 36.828 20.408 -1. 1104' 37.931 __ 0 32.954 737 -.94467 24.891 37.836 .41800 .00000 .00000 37.836 24.898 -. 95143 38.78 1W 34.206 738 -.58293 33.307 40.055 .96378 .00000 .00000 40. 055 33. 334 -.61031 40. 6o.! 37.756 739 .67325 22. 108 29.741 .92446 .00000 .00000 29. 741 22.148 .63346 29.10- -l
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Wi..
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- POST1 NODAL STRESS
'1 S LUBSTEP= 1 LOAD STEP- 0 TIME= 1;.0000 LOAD 4:ASE-VALUES ARE IN GLOBAL COORDINATES SINT THE FOLLOWING X,YZ S1 S2 S3 SYZ Sxz Sz SXY
, SX SY 5.4107 17. 135 NODE 22.546 13. 948
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- 57. 434
- POST1 NODAL STRESS LISTING *****
LOAD STEP- I SUBSTEP= 1 TIME: 1.0000 LOAD CASE- 0 THE FOLLOWING X,Y, Z VALUES ARE IN GLOBAL COORDINATES NODE SX SY - Sz SXY SYZ Sxz S1 S2 S3 SINT SEQV 764 -55.902 -. 96172 -58.386 -1.1384 .00000 .00000 -.93814 -55. 926 -58. 386 57. 448 56.258 765 -54.192 -. 96227 -57.392 -. 87326 .00000 .00000 -.94794 -54.206 -57. 392 56.444 54.920 766 -52.257 -. 96300 -56.269 -.65431 .00000 .00000 -.95465 -52. 265 -56. 269 55. 314 53.425 767 -50.101 -. 96309 -55.018 -.46737 .00000 .00000 -.95864 -50. 105 -55. 018 54.060 51.778 768 -47.726 -. 96306 -53. 641 -. 30320 .00000 .00000 -.96110 -47.728 -53. 641 52.680 49.986 769 -45.130 -. 96295 -52.137 -. 15584 .00000 .00000 -.96240 -45.131 -52. 137 51. 1'7 0a, 48.056 0 770 -42.313 -. 96280 -50.506 -. 21231E-01 .00000 .00000 -.96279 -42. 313 -50. 506 49.546 45.998 771 -39.273 -. 96265 -48. 748 .10346 .00000 .00000 -. 96237 -39.273 -48.748 47.78' to 43.823 U' 772 -36.007 -. 96252 -4 6.860 .22028 .00000 .00000 -.96113 -36. 009 -46.860 45.89' 41.550 773 -32.516 -.96244 -44.844 .33070 .00000 .00000 -.95897 -32. 519 -44.844 43.81! V; 39.204 Ey 774 -28.797 -. 96250 -42. 698 .43567 .00000 0a
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. . .. I 25.771. .00ooo
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- POST1 NODAL STRESS LISTING
- LOAD STEP-, SUBSTEP= 1 TIME= -1.0000 LOAD CASE- 0 THE FOLLOWING X,Y, Z VALUES ARE IN GLOBAL COORDINATES SXY sYz Sxz S1 S2 S3 SINT' NODE SX- SY Sz SEQV
- 8. 4489 -1.0892 -21. 147 29. 596 782 8.3189 _. 9592 5 -21. 147 1.1058 .00000 .00000
(; 26.165-.
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rp
,;44.896 53. 8bbi 0
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I... 2@2 2 796 -26.446 -.93935 -26. 745 1.3933 .000t0 .00000 -.86347 -26.522 -26. 745 25. 882 25.771 797 -26.108 -.92564 -26.553 1.2266 .00000 .00000 -.86604 -26. 168 -26. 553 25. 687 25.496 798 -25.693 -.92620 -26.314 1.1509 .00000 .00000 -.87284 -25. 746 -26. 314 25. 441 25.162 799 -25.201 -.92641 -26.029 1.1191 .00000 .00000 -.87493 -25.252 -26.029 25. 154 24.775 I I ~**** POSTI NODAL STRESS LISTING ***** LOAD STEP- 1 SUBSTEP- 1 TIME= 1.0000 LOAD CASE- 0 THE FOLLOWING X,Y, Z VALUES ARE IN GLOBAL COORDINATES NODE SX SY Sz SXY SYZ Sxz S1 S2 S3 SINT SEQV 800 -24.632 -.92791 -25.701 1.1121 .00000 .00000 -.87586 -24. 684 -25.701 24.825 24.333 801 -23.988 -. 92872 -25. 328 1.1208 .00000 .00000 -.87437 -24.043 -25. 328 24. 453 23.837 802 -23.271 -. 92891 -24.912 1.1410 .00000 .00000 -.87079 -23. 329 -24. 912 24.041 23.290 803 -22.479 -.92888 -24.453 1.1701 .00000 .00000 -.86553 -22. 543 -24 .453 23. 588 22.693 804 -21.615 -. 92870 -23. 952 1.2063 .00000 .00000 -.85860 -21. 685 -23. 952 23. 094 22.048 805 -20.676 -.92849 -23.409 1.2480 .00000 .00000 -.84993 -20. 754 -23. 409 22.559 X 21.356 ca] 806 -19.663 -.92825 -22.823 1.2941 .00000 .00000 -.83928 -19.752 -22. 823 21.98i 20.620 0 0 807 -18.574 -. 92802 -22. 194 1.3439 .00000 .00000 -.82625 -18. 676 -22. 194 21.36i' aD 19.844 CD 808 -17.410 -.92787 -21.522 1.3967 .00000 .00000 -.81036 -17.528 -21 .522 20.71 6 19.031 ul Cb 809 -16.171 -.92793 -20.807 1.4516 .00000 .00000 -.7 9093 -16. 308 -20. 807 20.01 18.189 me 0 SL 810 -14.857 -.92843 -20.049 1.5076 .00000 .00000 -.76712 -15.018 -20. 049 19.2u. 17.323 ao 811 -13.469 -.92967 -19.248 1.5633 .00000 .00000 -.7 3770 -13. 661 -19.248 18.51i 16.445 812 -12.011 -.93190 -18.406 1.6171 .00000 .00000 -.70069 -12.242 -18. 406 17. 70i 15.567. 01.3 -10.48/ -.9 3507 -17.525 1.6670 .00000 .00000 -.65247 -10. 769 -17.525 16.8-/; W
- 14. l108 (11
.4 4
814 -@ 022 -. 93843 -16. 606 1.7124 .0* .00000 -.58581 -9.2548 *-16. 60* 16.020 ' 13.889 815 -7.2619 -.94016 -15. 650 1.7552 .00000 .00000 -.48555 -7.7165 -15. 650- 15.164 13.137 816 -5.5646 -.93662 -14.657 1.8021 .00000 .00000 -.31766 -6.1836 -14 . 657 14 . 339 12.486 817 -3.7955 -.924 13 -13. 621 1. 8670 .00000 .00000 -.46171E-02 -4.7150 -13. 621 13.616
. . I I 11.977 l
- POST1 NODAL STRESS LISTING *****
LOAD STEP= - 1 SUBSTEP= 1 TIME= 1.0000 - LOAD CASE- 0 THE FOLLOWING X,Y ,Z VALUES ARE IN GLOBAL COORDINATES NODE SX., SY'.,. Sz SXY SYZ Sxz Si S2 S3 SINT SEQV 818 -1.9244 -.89876 -12.532 1.9689 .00000 .00000 .62299 -3.44 61 -12.532 13. 155 11.666 819 .10918 -.86380 -11.372 2.1295 .00000 .00000 1.8071 -2.5617 -11'. 372 13. 179 11.627 820 2.3451 -.81474 -10.122 2.3480 .00000 .00000 3.5952 -2.0649 -10.122 13. 717 11.939 821 4.9890 -.85815 -8.7483 2.6328 .00000 .00000 5.9998 -1.8689 -8.7483 14.748 12.782 822 7.6145 -.59771 -7.2470 3.0434 .00000 .00000 8. 6194 -1.6026 -7. 24 70 15.866 13.930 823 11.715 -. 47789 -5.3300 3.4226 .00000 .00000 12. 610 -1. 3729 -5.3300 17.940 16.325 824 13.206 -2.1185 -4.5677 1.9816 .00000 .00000 13.458 -2.3706 -4. 5677 18.02(6 l 17.034
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827 -12.996 103.86 19.532 -18.908 .00000 .00000 106.84 19. 532 -15. 979 122. 8 109.48 828 -4.8951 25.315 -- 1;.8097 -17.100 .00000 .00000 33.026 -1.8097 -12. 606 45.63 < 41.306 0 829 3.1482 -40.031 -18.851 -15.320 .00000 .00000 8.0316 -18. 851 -44 .914 52.94 ° 45.854 830 7.4109 -1.2335 7.4109 .00000 .00000 .00000 7. 4 109 7.4109 -1.2335 8.6444 ;. 8.6444 831 7.3627 -.89769 7.3322 1.3951 .00000 00000 7.5919 7.3322 -1. 1270 8.71u 8.5920 832 7.1505 -.59160 7.2640 2.4212 .00000 .00000 7. 84 54 7.2640 -1.2864 9.131;
.1I
854 833 6.9966 -.95714 7.0937 1.7424 .00000 .00000 7 .3615 7.0937 -1.3221 8.6836 8.5529 834 6.6987 -. 87520 6. 9777 1.3868 .00000 .00000 6.9777 6.9446 -1.1211 8.0989 8.0824 835 6.3381 -.86656 6.7733 1.2281 .00000 .00000 6.7733 6.54 17 -1.0702 7.8435 7.7303
- POSTi NODAL STRESS LISTING *****
LOAD STEP= 1 SUBSTEP- 1 TIME= 1.0000 LOAD CASE- 0 THE FOLLOWING X,Y,,Z VALUES ARE IN GLOBAL COORDINATES NODE SX SY Sz SXY SYZ Sxz S1 S2 S3 SINT SEQV 836 5.9252 -.86315 6.5328 1.1508 .00000 .00000 6.5328 6.1150 -1.0529 7.5858 7.3857 837 5.4312 -.86408 6.2459 1.1191 .00000 .00000 6.2459 5.6243 -1.0571 7.3030 7.0129 838 4.8611 -.86681 5.9151 1.1121 .00000 .00000 5. 9151 5.0695 -1.0752 6.9903 6.6081 839 4.2156 -.86794 5. 5415 1.1208 .00000 .00000 5.54 15 4.4517 -1. 1041 6.64 56 6.1732 840 3.4964 -.86835 5. 1254 1.14 10 .00000 .00000 5. 1254 3.7767 -1. 1486 6.274 1 5.7202 841 2.7041 -.86828 4.6671 1.1701 .00000 .00000 4.6671 3.0533 -1.2174 5.8846 5.2665 842 1.8384 -.86802 4 .1665 1.2063 .00000 .00000 4.1665 2.2980 -1. 3276 5.4941 4.8385 843 .89893 -.86767 3.6234 1.2479 .00000 .00000 3. 6234 1.5445 -1. 5133 5.130 4.4754 844 -.11499 -.86728 3.0376 1.2941 .00000 .00000 3. 0376 .85654 -1.8388 4.876'
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5.3971 849 -6.3107 -.86953 -.53747 1.5633 .00000 .00000 -. 45234 -.53747 -6. 7279 6.27'o 6.2334 850 -7.7693 -.87324 -1.3808 1.6171 .00000 .00000 -. 51287 -1.3808 -8.1297. 7.61 to 7.2221 U'1 w~
851 -' 37 -. 87860 -2.2645 1.6671 .0@ .00000 -. 56037 -2.264 5 -9.611
- 9.0516 8 83
-. 88450 -3.1861 1.7125 .00000 00000 -. 59919 -3.1861 -11. 163 10.564 1 852 -10.878
.- 9.5376 1.7553 .00000 .00000 -.62857 -4 . 1427 -12. 777 i2.149 853 -12.518 -. 88771 -4.1427 10.828 . , ; . I I'l .
POSTI NODAL S'TRESS LISTING ***** ' LOAD STEP=- 1 SikJBSTEP9 1 , TIME= .1.0000 LOAD CASE- 0 I I THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES SY Sz SXY SYZ sxz S1 S2 S3 SINT NODE SX SEQV
-14.215 -.88290 -5.1327 1.8022 .00000 .00000 .64358 -5. 1327 -14.454 13.811 854 1 . .
12.202
-.86167 -6.1578 1.8670 .00000 .00000 63457 -6.1578 -16.211 15. 576 855 -15.984 13.678
-.82197 -7.2271 1.9691 .00000 .00000 -. 59726 -7.2271 -18.078 17. 481 856 -17.853
' 15. 285
-.75665 -8.3612 2. 1274 .00000 .00000 -.52301 -8. 3612 -20. 127 19. 604 857 -19.893 17.091'
-22.126 -.69235 -9.5797 2.3503 ..00000 .00000 .43764 -9. 5797 -22. 380 21.943 858 19.091
-.71268 -10.951 2.6494 .00000 .00000 .42345 -10. 951 -24.981 24. 557 859 -24.692 21.339
-. 34766 -12.369 2. 9458 .00000 .00000 .33531E-01 -12. 369 -27. 972 27. 938 860 -27.657 x 24.250
-. 64604 -14.168 3. 6543 .00000 .00000 -.21338 -14. 168 -31.511 31.297 861 -31.078 27.157 0
-. 47804 -13.4 63 4.5315 .00000 .00000 .29066 -13. 4 63 -27.192 27. 482 862 -26.423 (D
23.800
-8.2134 -14.269 .52284E-01 .00000 .00000 -8.2132 -14.269 -20. 952 12.73' 863 -20.952 11.037 2.5962 -11.526 -4.6564 .00000 .00000 3.4470 -11. 526 -22.888 26.33' 864 -22.037 0 22.878 N) 27.230 .11214 -8.8804 .00000 .00000 29. 350 .11214 -9. 9701 39.32' 865 --7.8502 35.373 31.020 .95416 -9.3706 .00000 .00000 33. 129 .954 16 -10. 610 43.73 866 -8.5012 39.256 24.394 -1.3742 -9.8523 .00000 .00000 27. 066 -1.3742 -11. 937 39.0('
867 -9.2654 34.940 3. 4.'
-1.5926 41. 833 .00000 .00000 '00000 1. 833 41. 833 -1.5926 868 41.833 43.426 2 .7. -'
-. 43600 41.710 -2.1508 .00 000 .00000 42.J399 41.710 -. 54450 427{- t 869 '42.091
- .fl 4 81.
870 658 -.48807 41. 710 -3.1174 .009 .00000 41. 887 41. 710 -. 71741@ 42. 605 42.516. 871 40.822 -.96071 41. 282 -1. 8660 .00000 .00000 41. 282 40. 905 -1.04 39 42. 326 42.139.
- POSTI NODAL STRESS LISTING *****
LOAD STEP= 1 SUBSTEPz 1 TIME= 1.0000 LOAD, CASE- 0. THE FOLLOWING X,'YZ VALUES ARE IN GLOBAL COORDINATES NODE SX*, SY sz SXY SYZ Sxz S1 S2 S3 SINT SEQV 872 39.884 -.83296 40. 809 -1.2997 .00000 .00000 40.809 39. 926 -.87440 41. 684 41.249 873 38.868 -.83751 40.203 -.91567 .00000 .00000 40. 203 38. 890 -.85862 41. 061 40.421 874 37.613 -.82688 39. 468 -. 64319 .00000 .00000 39. 4 68 37.624 -.837 64 40. 306 39.416 875 36.133 -.82939 38. 603 -.42823 .00000 .00000 38. 603 36. 138 -.83435 39. 437 38.264 876 34.420 -.83234 37.607 -.25246 .00000 .00000 37. 607 34.422 -.834 15 38. 441 36.952 877 32.483 -.83367 36. 483 -.10303 .00000 .00000 36. 483 32. 484 -.83399 37.317 35.487 878 30.327 -.83418 35.232 .28523E-01 .00000 .00000 35.232 30.327 -.83421 36.066 33.881 879 27.950 -.83409 33.855 .14741 .00000 .00000 33.855 27. 951 -.83485 34.690 32.147 880 25.354 -.83378 32. 352 .25708 .00000 .00000 32.352 25. 357 -.83630 33. 18i 30.302 881 22.536 -.83335 30.721 .35982 .00000 .00000 30.721 22. 542 -.83889 31.56( 28.369 882 19.495 -.83288 28. 963 .45722 .00000 .00000 28. 963 19. 506 -.84316 29.80i 26.381 883 16.229 -.83241 27.076 .55039 .00000 .00000 27.076 16.247 -.85014 27.92. 24.387 884 12.737 -.83207 25.060 .64013 .00000 .00000 25.060 12. 767 -.8 6220 25. 92. 22.;459 885 9.0184 -.83213 22. 914 .72686 .00000 .00000 22. 914 9.0718 -.8854 7 23.7'j 20.702 886 5.0741 -.83307 20. 639 .81063 .00000 .00000 20. 639 5.1833 -.94229 21.51 19.263 887 .90838 -.83550 18.235 .89107 .00000 00000 18.235 1.2832 -1.2103 19. 44! 18.326
'2..
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- 18. 667
- POSTI NODAL STRESS LISTING -
LOAD STEP- 1 SUBSTEP= 1 . TIME- 1.0000 LOAD CASE= 0 THE FOLLOWING X,Y,,Z VALUES ARE IN GLOBAL COORDINATES NODE SX SY Sz SXY SYZ Sxz Si S2 S3 SINT SEQV 890 -12.805 -.85376 10.291 1.1046 .00000 .00000 10.291 -.75251 -12. 906 23. 197 20.097 891 -17.728 -.85782 7. 4208 1.1667 .00000 .00000 7. 4208 -. 77751 -17. 808 25.229 22.290 892 -22.816 -.85237 4.4476 1.2299 .00000 .00000 4.4476 -.78372 -22. 885 27.332 25.128 893 -28.106 -.82720 1.3649 1.3037 .00000 .00000 1.3649 -. 76503 -28. 168 29. 533 28.528 894 -33.696 -.77865 1A.873 1.4036 .00000 . 000'0 -.71891 -1.'8573 -33.756 33.037 32.483
.,I . .
.ooo .00000 -. 64045 .2668 -39.7 92 39.151 895 -39.731 -.70096 -5.2668 1.5380 37.055 896 -46.469 -.62390 -8.9S596 1.7313 .00000 .00000 -.55862 -8.9596 -4 6. 534 45.976 42.404 897 -54.108 -.63985 -13. 04 1 1.9597 .00000 .00000 -. 56812 -13.041 -54. 180 53. 611 48.591 898 -62.616 -.13028 -17.339 2.1723 .00000 .0oooo -.54846E-01 -17.339 -62. 691 62.63i D 56.031 .00000 899 -73.318 -1.3O61 -22. 914 2.7894 -1. i983 -22. 914 -73.426 72.228 64.187 900 -93.423 2.6150 -30. 030 7.0229 .00000 .00000 3.1258 -30.0o0 -93. 934 97.06( to 85.451 901 -46.017 -20. 765 -24.134 6.8604 .00000 .00000 -19.021 -24 . 134 -47.760 28.73' .
26.554 902 -15.358 1.2082 -8. 3916 4.8940 .00000 .00000 2. 54 60 -8.3916 -16. 695 19.24 w 16.715 903 -6.3981 -15.827 -1.3537 1.1333 .00000 .00000 15. 885 -1.3537 -6. 4 557 22.341 0 20.277 .00000 904 -4.6390 27.836 2. 7115 1.2881 .00000 .00000 27. 887 2.7115 -4.6900 32.57 ' 29.579 905 -2.8864 42. 010 7. 4056 1.4400 :00000 42. 056 7. 4056 -2.9326 44. 98! 4(3.111 4
'9l6 -. I 92 3)5' ... -./l -20'.352 .00000 .00000 .00000 -. 71692 -20.352 -20.352 19.63'
1 5 907 -2*278 -.92989 -20.354 .21580E-01 .00O .00000 -.92986 -20.278 -20.3540 19.424
- 19. 386
- POST1 NODAL STRESS LISTING *****
LOAD STEP= 1 SUBSTEP= 1 TIME- 1.0000 LOAD CASE= 0 THE FOLLOWING X,'f,Z VALUESARE IN GLOBAL COORDINATES NODE SX SY Sz SXY SYZ Sxz S1 S2 S3 SINT SEQV 908 -20.128 -1.24 46 -19.940 -1.4470 .00000 .00000 -1. 1343 -19. 940 -20.238 19.104 18.957 909 -19.702 -.77986 -19.542 -2. 4612 .00000 .00000 -.46496 -19.542 -20.017 19. 552 19.319 910 -19.352 -.76823 -19.487 -1.7525 .00000 .00000 -.60442 -19.487 -19.516 18. 911 18.897 911 -18.952 -.73726 -19.284 -1.3049 .00000 .00000 -.64426 -19. 045 -19.284 18.640 18.521 912 -18.481 -.73165 -19.009 -.98430 .00000 .00000 -.67723 -18. 535 -19.009 18. 332 18.100 913 -17.926 -.73814 -18.669 -.74199 .00000 .00000 -.70616 -17. 958 -18.669 17. 963 17.618 914 -17.283 -.74 168 -18.264 -. 54851 .00000 .00000 -.72351 -17.301 -18.264 17. 540 17.079 915 -16.556 -.74380 -17.799 -. 38623 .00000 .00000 -.73437 -16.566 -17.799 17. 064 16.483 916 -15.745 _.74443 -17.277 -.24582 .00000 .00000 -.74040 -15.749 -17.277 16. 536 15.828 917 -14.850 -.74435 -16. 698 -.12127 .00000 .00000 -.74331 -14.851 -16. 698 15. 95b 15.116 918 -13.869 -.74393 -16.063 -. 85968E-02 .00000 .00000 -.74393 -13.869 -16. 063 15.321 14.349 919 -12.804 -.74337 -15.37 4 .94946E-01 .00000 .00000 -.74263 -12. 804 -15.374 14.63 13.531 920 -11.653 -.74275 -14.628 .19133 .00000 .00000 -.73940 -11. 656 -14. 628 13.88' 12.667 921 -10.417 -.74213 -13.828 .28200 .00000 .00000 -.73392 -10.425 -13. 828 13.09. 11.768 922 -9.0953 -.74 171 -12. 972 .36804 .00000 .00000 -.72552 -9. 1115 -12.972 12. 24 10.845 923 -7.6884 -.74 185 -12.061 .45023 .00000 .00000 -.71279 -7.7175 -12.061 11.34' 9.9179 924 -6.1962 -. 74321 -11.096 .52915 .00000 .00000 -.69233 -6.24 71 -11. 096 10.4(0. n 9.0167
925 92 -.74663 -10.076 .60519 . 00 .00000 -.65426 -4.7116 -10.07 ' 9.4220 _8.'58
- POST1 I NODAL STRESS LISTING **"*'
LOAD STEP-' SUBSTEP- 1 TIME- 1.0000 LOAD CASE- 0
. VG THE FOLLOWING XY.,z VALUES ARE IN GLOBAL COORDINATES SXY SYZ Sxz Si S2 S3 SINT NODE SX SY Sz SEQV 8.4422
-9.0030 .67857 ;00000 .00000 -.56079 -3.1504 -9.0030 926 -2.9584 -.75284 7.4910 7.6712
-7.8767 .74 940 .00000 .00000 -.20554 -1.77 14 -7.8767 927 -1.2151 -.76183 7.0205 7. 6862
-6. 6975 .81786 .00000 .00000 .98871 -1. 1516 -6.6975 928 . .60871 -.77156 6.8708 8.1984
-5.4640 .88444 .00000 .00000 2.7344 -.99955 -5.4640 929 2.5116 _.77677 7.1094 8.8335
-4 .1723 .95062 .00000 .00000 4.6612 -. 93392 -4.1723 930 4.'4948 -.76745
.00 7.7402 9.5200
-2.8145 1.0197 .00000 .00000 6.7054 -.87054 -2.8145 931 6.5656 -.73071 8.7122
-1. 3779 1.0981 .00000 .00000 8.8714 -.78058 -1.3779 10. 249 932 8.74i8 -.65399
!! -, . I 9.9641' 11.854
-.54079 .15185 1.1953 .00000 .00000 11. 192 .15185 66255 933 '11.070 1'i.469 1.7895 1.3200 .00000 .00000 13. 723 1.7895 .54029 14.263 934 13'.599 -.41706 13.252 3.5321 1.4552 .00000 .00000 16. 486 3.5321 -.45567 16.94 2 935 16.360 -.32975 15.342 5.3613 1.5472 .00000 .00000 19. 441 S.3613 -.42536 A19.8 b'.
936 19.320 -.304 13 17.698' 7.8071 1.8627 .00000 .00000 23.475 7.80'71 -.53470E-02 23.48' 937 23.326 .14336 3. 4'7' 20.710' 1.0263 10.855 2.4702 .00000 .00000 28. 430 10. 855 .80365 27.62 938 28.207 24.219
- 5. 6188 14.044 2.7885 .00000 .00000 30. 921 14.044 5.3115 25.61 939 30.614 22.550'
-11.290 .00000 .00000 .00000 -. 68910 -11. 290 -11.290 10.60 940 -11.290 -. 68910
, 10.601
-11.281 .18196 .00000 .00000 -.81216 -11. 221 -11.281 10.4,.
941 -11.217 8-.18534 10.439 .00000 10. 1* -
-.96099 -10.931 .62507 .00000 -.92253 .-10. 931 -11.121 942 -11.082 10.105 (I,
-10.740 .93553 .00000 .00000 -. 66981 -10.740 -10.945' 10.2/ CA 943 -10.860 - 75570
1 *5
- i** POSTi NODAL STRESS LISTING *****
LOAD STEP= 1 SUBSTEP= 1 TIME= 1.0000 LOAD CASES 0 THE FOLLOWING X,Y,,Z VALUES ARE IN GLOBAL COORDINATES SX SY . Sz, SXY SYZ SxZ S1 S2 S3 SINT NODE SEQV 944 -10.663 -.69381 -10.709 .81099 .00000 .00000 -. 62827 -10.709 -10.729 10.101 10.091 945 -10.445 -.65887 -10. 606 .77476 .00000 .00000 -. 59791 -10.506 -10. 606 10.008 9.9588 946 -10.186 -. 66452 -10.467 .77572 .00000 .00000 -. 60174 -10.248 -10.467 9.8652 9.7578 947 -9.8741 -. 66857 -10.281 .79128 .00000 .00000 -. 60105 -9. 9416 -10. 281 9. 6797 9.5147 948 -9.5195 -.67261 -10.060 .81892 .00000 .00000 -. 59744 -9.5947 -10.060 9.4624 9.2386 949 -9.'1181 -.67449 -9. 8045 .85538 .00000 .00000 -. 58871 -9.2039 -9. 8045 9.2158 8.9307 950 -8.6696 -.67513 -9. 5166 .89810 .00000 .00000 -. 57548 -8.7692 -9.5166 8.9411 8.5919 951 -8.1735 -.67505 -9.1968 .94534 .00000 .00000 -. 55771 -8.2909 -9. 1968 8. 6391 8.2236 952 -7.6299 -.67465 -8.8456 .99595 .00000 .00000 -. 53484 -7.7697 -8.8456 8.3108 7.8285 953 -7.0387 -.67410 -8.4633 1.0492 .00000 .00000 -.50561 -7.2072 -8. 4 633 7. 9577 I 7.4099 C 954 -6.4000 -. 67347 -8.0501 1.1044 .00000 .00000 -. 46786 -6. 6056 -8.0501 7.5822 m 6.9731 en CD 955 -5.7139 -.67285 -7. 6060 1. 1613 .00000 .00000 -. 4 1819 -5. 9685 -7.6060 7.181" 6.5250 0 956 -4.9804 -.67240 -7. 1313 1.2195 .00000 .00000 -. 35113 -5. 3017 -7.1313 6.780. 6.0756 U3 957 -4.1996 -.67253 -6. 6261 1.2789 .00000 .00000 -. 257 63 -4. 6145 -6. 6261 6. 368 05 5.6385 958 -3.3713 -.67389 -6. 0907 1. 3391 .00000 .00000 -. 12202 -3.9232 -6.0907 5.96ti 5.2331 959 -2.4956 -.67735 -5.5253 1. 4000 .00000 .00000 .82803E-01 -3.2557 -5.5253 5. 60ts 4.8,861 960 -1.5722 -.68371 -4.9301 1.4612 .00000 .00000 .39934 -2.6552 -4 .9301 5.32'. 4.6319, 961 -.60085 -. 69295 -4.3050 1.5226 .00000 .00000 .87636 -2.1702 -4.3050 5.181 VI 4 .5103
POST1 NODAL STRESS LISTING &**** 0 LOAD STEP= 1 SUBSTEP- 1 TIME= 1.0000 LOAD CASE- 0 THE FOLLOWING XY, Z VALUES ARE IN GLOBAL COORDINATES NODE SX- SY Sz SXY SYZ Sxz Si S2 S3 SINT
.SEQV 962 -.41853 -.70316 -3.64 91 1.5837 .00000 .00000 1.5377 -i.8224
-3.64 91 5.1868 4.5569 963 1.4861 -. 70871 -2.9601 1.6446 .00000 .00000 2.3659 -1.5885 -2.9601 5.3260 4.7898 964 2.6018' -.69937 -2.2342 1.7066 .00000 .00000 3.3254 -1. 4230 -2.2342 5.5596 5.2017 965 3.7667 -.66002 -1.4653 1.7733 .00000 .00000 4.3895 -1.2828 -1.4653 5.8548 5.7657 966 4.9842 -.57650 -. 64718 1.8531 .00000 .00000 5. 54 52 -.64718 -1.1375 6.6827 6.4515 967 6:2677 -.44531 .22634 1.9607 .00000 .00000 6.7985 .22634 -.97605 7.774 5 7.2485 968 7.6372 -.29458 1.1524 2.1111 .00000 .00000 8.1641 1.1524 -.82145 8.9855 8.1792 969 :9.1248 -. 18290 2.1218 2.2902 .00000 .00000 9.6578 2. 1218 -.71589 10. 374 9.2859 970 10.629 -. 20662 3.0605 2.3768 .00000 .00000 11.127 3.0605 -.70508 10.470 971 11.092 -.17152 3. 6207 2.2001 .00000 .00000 11. 506 3.6207 -.58600 12.092 10.633 972 9.7847 .95966 3. 8564 1.6789 .00000 .00000 10.093 3.8564 .65164 9.4423 a 8.3166 m 973 8.7446 1.7699 3.8758 1.3359 .00000 .00000 8. 9917 3.8758 1.5228 7.4688 6.6141-974 15.337 -8. 9037 -1.1027 2.9640 .00000 .00000 15. 694 -1. 1027 -9.2608 24.95 22.039 975 15.292 -25. 947 -5.8563 2.9197 .00000 .00000 15. 498 -5.8563 -26. 153 41.65 S1 36.074 976 3.4629 39.293 10.163 2. 44 52 .00000 .00000 39.4 60 10. 163 3.2968 36.16 2 33'265 _.
977 3.3838 28. 615 6.8777 2.4740 .00000 .00000 28. 855 6.8777 3.1435 25.7i ° 24.063-978 3.3013 17.262 3. 4260 2.5017 .00000 .00000 17. 697 3. 4260 2.8666 14.8-5 14.559 979 -2.2170 -.54065 -2.2170 .00000
.00000 .00000 -.54065 -2.2170 -2.2170 1.67b c 1.6763
***** POSTI S DAL STRESS LISTING *****
LOAD STEP= I1 SUBSTEP= 1 TIME- 1.0000 LOAD CASE= 0 THE FOLLOWING X,Y,,Z VALUES ARE IN GLOBAL COORDINATES NODE SX SY Sz SXY SYZ Sxz S1 S2 S3 SINT SEQV 980 -2.2665 -. 549Z6 -2.2375 .22293 .00000 .00000 -.52079 -2.2375 -2.2950 1.7742 1.7462 981 -2.2598 -.35645 -2.1870 .72926 .00000 .00000 -.10916 -2. 1870 -2.5071 2.3979 2.2550 982 -2.1250 -.73812 -2.2263 1.0229 .00000 .00000 -.19580 -2.2263 -2.6673 2.4715 2.2832 983 -2.1428 -.47478 -2.1230 .92459 .00000 .00000 -. 63622E-01 -2. 1230 -2.5539 2.4903 2.3052 984 -2.0998 -.49126 -2.1238 .93901 .00000 .00000 -. 59176E-01 -2. 1238 -2.5319 2.4727 2.2961 985 -2.0330 -.49587 -2.0908 .97095 .00000 .00000 -.26113E-01 -2.0908 -2.5028 2.4767 2.2985 986 -1.9729 -.50130 -2.0559 1.0196 .00000 .00000 .20285E-01 -2.0559 -2.4945 2.5148 2.3267 987 -1.9049 -.50497 -2.0137 1.0813 .00000 .00000 .83134E-01 -2.0137 -2.4 930 2.5761 2.3731 988 -1.8274 -.50665 -1. 9642 1. 1519 .00000 .00000 .16074 -1.9642 -2.4948 2.6555 2.4340 989 -1.7398 -.50732 -1.9079 1.2288 .00000 .00000 .25107 -1.9079 -2.4982 .74 12 2.5068 990 -1.6420 -.50727 -1.8447 1.3100 .00000 .00000 .35295 -1. 8447 -2.5023 2.8552 X 2.5898 991 -1.5344 -.50695 -1.7751 1.3945 .00000 .00000 .46547 -1.7751 -2.5068 2.9722 0 2.6823 992 -1.4168 -.50645 -1. 6990 1.4815 .00000 .00000 .58818 -1. 6990 -2.5115 3.099E ' 2.7838 993 -1.2897 -.50588 -1.6167 1.5703 .00000 .00000 .7207 4 -1.6167 -2.5163 3.231 X 2.8941 994 -1.1530 -.50528 -1.5282 1.6608 .00000 .00000 .86295 -1.5282 -2.5212 3.384 3.0130 995 -1.0068 -.50482 -1.4336 1.7525 .00000 .00000 1.0146 -1.4 336 -2.52 62 3.540 - 3.1404 996 -.85122 -.50491 -1.3332 1.8454 .00000 .00000 1.1754 -1 .3332 -2.5315 3.70th bi 3.2765 997 -.68606 -.50619 -1.2269 1.9392 .00000 .00000 1.3452 -1.2269 -2.5374 3.88:- 3.4211 . > A* A
&
- A 1AJ; l I NlODAL :;TI ::;:; 1.1 si IrX NC ^ ' ' ' A
LOAD STEP= i SUBSTEP- 1 TIME- 1.00c)o LOAD CASE- 0 THE FOLLOWING X,Y,Z VALUES' ARE IN GLOBAL COORDINATES SXY SYz. Sxz Si S2 S3 SINT NODE SX ' SY : SZ ' SEQV -2.5443 4.0680
-1. 1152 2.0340 .00000 .00000 1.5237 -1.1152 998 -. 51096 -.50959 3.5745 -. 99778 -2.5523 4.2635
- .51592 -. 99778 2. 1296 .00000 .00000 1.7112 999 - .32523 3.73j71 -2.5613 4. 4 693
-. 87444 2.2258 .00000 .00000 1.9079 -. 87444 1000 -. 1'2795 -. 52547 3.9091 -. 74375 -2.5697 4.6852
- .53612 -. 74375 2.3221 .00000 .00000 2.1155 1001 .81911E-01 4.0903 -2.5742 4.9100
-. 60356 2.4182 .00000 ,.00000 2.3359 -. 60356 1002 .3'0452 --.'54282
'4.2797 -2.5679 5.1411
-. 44969 2.5140 .00000 .00000 2.5731 -. 44969 1003 -. 53853 - .53330 4.'4752 -2.5447 5.3760
-. 27859 2.6119 .00000 00000 2.8313 -. 27859 1004 -. '77822 *.49166 A I .. ' 5 4.6748 -. 85330E-01 -2.4993 5.6196
_'.'39325 -. 85330E-01 2.7202 .00000 .00000 3. 1203 1005 1.'0143 4.8828 -2.4487 5.8983
.23057 ,.12526 2.8571 .00000 .00000 3.4496 .12526 1006 '1.'2314 -
5.1218 -2.4245 6¶ 27Oa' 1.4288 -. 77657E-02 .34896 3.0516 .00000 .00000 3. 84 55 .34896 1007
'5.4420 -2.4969 6.7856
'.16007 -. 54960 3.3120 .00000 .00000 4.2887 .54960 1008 1.6318 5.8867 -2.5859 7.2682
- .11408 .72319 3.5120 .00000 .00000 4.6823 .72319 1009 1'.9823
*6.3029 -2.4293 6.514b
-. 64993 .61660 2.9027 .00000 .00000 4.0852 .61660 1010 2.3059 5.6457 3.9307E
-. 37203 1.0636 .00000 .00000 2.3857 .37203 -1.5450 1011 2.0731 -1 ;2323 3.4044 J1
-1.0568 .34 864 -. 93945E-01 .00000 .00000 1.7598 .34864 -1.0599 2.819 1012 1.7566 .00000 2.4420 _.
-2. 2342 -3.2262 .00000 .00000 2. 1847 -2.2342 -11.417 13.60; 1013 i.'3707 -10.'603 12.'018 26.28/ 0
°
-24.257 -6;2560 -3.1772 .00000 .00000 1. 6405 -6.2560 -24.646 1014 1.2507 23.362 .00000
-3.7455 .00000 32. 951 10.851 .96302 31. 98i 1015 - 1.4078 ' 32.'506 10.851
.T 28.367
'i* lpOST1 NODAL, STRESS LISTING "**"
LOAD STEP- @1 TIME- 1.0000 SUBSTEP-LOAD CASE= 1 0 0 THE FOLLOWING XY,,Z VALUES ARE IN GLOBAL COORDINATES NODE SX SY Sz SXY SYZ Sxz S1 S2 S3 SINT SEQV 1016 1.6725 27.870 9.4542 -3.8209 .00000 .00000 28.4 16 9.4542 1.1266 27.289 24.224 1017 1.9529 25.45,7 *8.7476 -3.8942 .00000 .00000 26.085 8.7476 1. 3245 24. 760 22.009 1018 6.7404 -. 33558 6.7404 .00000 .00000 .00000 6.74 04 6.7404 -.33558 7.0760 7.0760 1019 6.6990 -.26784 6.7342 .10767 .00000 .00000 6.7342 6.7006 -. 26950 7.0037 6.9869 1020 6.6156 -. 11043E-01 6.6952 .15831 .00000 .00000 6.6952 6. 6194 -. 14823E-01 6.7101 6.6725 1021 6.5433 -.19267 6.3968 .79716 .00000 .00000 6.6363 6.3968 -. 28573 6.9220 6.8055 1022 6.3795 -. 26948 6.2749 1.3836 .00000 .00000 6.6559 6.2749 -. 54590 7. 2018 7.0191 1023 6.2360 -.29845 6.2602 1.2689 .00000 .00000 6. 4737 6.2602 -. 53620 7.0099 6.9056 1024 6.0722 -. 30319 6.1980 1.2012 .00000 .00000 6.2910 6.1980 -. 52199 6. 8130 6.7670 1025 5.8831 -.31010 6.0981 1.1744 .00000 .00000 6.0983 6.0981 -.52533 6. 6236 6.6235 1026 5.6680 -.31229 5.9731 1. 1740 .00000 .00000 5.9731 5.8903 -. 53450 6.5076 6.4666 1027 5.4255 -.31407 5.8248 1.1913 .00000 .00000 5.8248 5.6630 -.55152 6.3763 > 6.2970 1028 5.1554 -. 31451 5.6559 1.2208 .00000 .00000 5.6559 5. 4155 -.57461 6.230b 6.1139 1029 4.8572 -.31463 5.4669 1.2591 .00000 .00000 5.4669 5. 1474 -.60487 6.0718 5.9185 1030 4.5308 -.31438 5.2586 1.3039 .00000 .00000 5. 2586 4.8594 -.64298 5.90155 5.7124 1031 4.1760 -.31403 5.0310 1.3536 .00000 .00000 5.0310 4.5525 -. 69055 5.721 x 5.4980 c1. 1032 3.7929 -.31356 4.7846 1.4073 .00000 .00000 4.7846 4.2289 -.74955 5.2783 1033 3.3813 -.31303 4.5194 1.4641 .00000 .00000 4. 5194 3.8911 -.82289 5.3421. ,.. 5.0575
^ POSTI NODAL STRESS LISTING *****
LOAD ST'tP- 1 SUB STEP- 1
I i I I. TIME= 1*0 LOAD CASE= 0 I TltE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES Sz SXY SYZ Sxz Si S2 S3 SINT NODE SX SY SEQV 4.2355 1.5234 .00000 .00000 4.2355 3.5431 -.91454 5.1500 1034 2.9411 -.31260 4.8411 3.9327 1.5850 .00000 .00000 3.9327 3.1897 -1.0299 4.9626 1035 2.4724 -.31259 4.6360 3.6109 1.6486 .00000 .00000 3.6109 2.8377 -1. 1761 4.7870 1036 1.9752 -.31367 4.4511 3.2699 1. 7141 .00000 00000 3.2699 2. 4948 -1.3618 4.6317 1037 1.4496 -.31660 4.2969 2.9096 1.7816 .00000 .00000 2.9096 2.1697 -1.5961 4.5058 1038 .89605 -.3224 9 4.1851 2.5304 1.8509 .00000 .00000 2.5304 1.8709 -1.8869 4.4173 1039 .31527 -.33132. 4.1273 -2.2388 4 .37 4.3718 1
-.34234 2.1330 1.9215 .00000 .00000 2.1330 1.6046 1040 -.29179 4.1330 1.7205 1.9926 .00000 .00000 1.7205 1.3766 -2.6499 4.3704 1041 -.92404 -.34925 4.2090 1.2962 2.0624 .00000 .00000 1.2962 1. 1909 -3. 1160 4 .4122 1042 -1.5820, -.34311 4.3605
.86774 2.1300 .00000 .00000 1.0618 .86774 -3.6312 4.6929 1043 -2.2691 -.30024-4.5990 5 x20
.43671 2.1966 .00000 .00000 1.0044 .43671 -4.2037 ¶.r.
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' 7.2260'
-1.5763 2.8777 .00000 .00000 1.54 66 -1.5763 -7.6499 9.1966 t 1048 -6.6381 , .53485 8.1000.
_.39914 -1.9424 3.0084 .00000 .00000 .90770 -1.9424 -7.3248 8.232! J 1049 -6.0180. 7.2411
-2.5125 2.0921 .00000 .00000 -1.5525 -2.5125 -5.9988 4.446 6 1050 -3.'0236 -4.5277.
4.0525
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- ' POST1 NODAL ST RESS LISTING'*****
LOAD STEP= 1 SU:BSTEP 1 TIME- 1.0000 LOAD CASE= 0
- 1
0.* THE FOLLOWING X,] VALUES ARE IN GLOBAL COORDINATES NODE SX SY SZ SXY SYZ Sxz Si S2 S3 SINT SEQV 1052 -4.1605 -34.033 -6.3931 -. 90476 .00000 .00000 -4. 1331 -6.3931 -34.060 29. 927 28.864 1053 -4.1016 -.94547 3.4976 -.89108 .00000 .00000 3.4976 -.71126 -4.3358 7.8333 6.7901 1054 2.0665 11.68.3 9.0786 -1.0965 .00000 .00000 11. 806 9.0786 1.9430 9. 8634
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16.696 1068 14.763 -.21834 16. 606 -.11384 .00000 .00000 16. 606 14.764 -. 21921 16.82,X 15.984 1069 13.784 -.21807 15. 976 .34313E-01 .00000 .00000 15. 976 13. 784 -. 21816 16. 194 - 15.217 0
***POSTi NODAL STRESS LISTING ****
LOAD STEP= 1 SUBSTEP- 1 TIME= 1.0000 LOAD CASE- 0
GLOBAL COORDINATES THE FOLLOW*, YZ VALUES ARE IN Si S2 S3 SINT SXY SYZ Sxz SX SY Sz NODE SEQV 15.289 12. 722 -. 22005 15.509
.17075 .00000 .00000 1070 12.719 -. 21780 15. 289 14.398: 14.546 11.577 -.224 89 14.771
.29794 .00000 .00000 211.570 -. 21737 14.546 1071 13.533! 13.748 10.351 -. 23339 13.982
.41772 .00000 .00000 10.335 - .21688 13.748 1072 12.631' 12.895 9.0456 -. 24698 13. 142
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.84774 .00000 .00000
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- 1. 1433 .00000 .00000
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-. 20381 2.6911 X 1082 -6.7888 2. 61I 8.7638- .13091 -9.2021 10.521 8
- 1. 4885 .00000 .00000 1. 3192
-8.9583 -11287 1.3192 m 1083 9.9803 -. 42169E-01 -11. 382 11.698 6
- 1. 5604 .00000 .00000 .31662 1084 -11.170 ' .10465 , -. 42169E-01
,0'0000 14.182' 11.523 .00000 .56907 -1.4207 -13. 613
-1.4207 1.6423 .00000 1085 -13.421 .37628 13.300' -2. 8155 -15. 992 16.98: b 1.8059 .00000 .00000 .99179 1086 -15.797 .79755 -2.8155 15.436 -4. 6238 -18.894 19.865 c
- 2. 1505 .00000 .9698 9
-18.658 .73428 -4.6238 1087 0
17.741 POST1 NODAL STRESS LISTING ***** I SUBSTEP- 1 .I LOAD STEP= 1.0000 LOAD CASE= 0 TIME= THI'l F.01.1.1,WlII(;-x,Y, 'Z VAL.UEJS ARt IN GLOBlAL COORDINATES
.)
S.I 14 -77.788 -.79428 -62. 980 .34058 .00000 .00000 -.79277 -62. 980 -77.789 76.996 70.764 15 -72.915 -.96224 -62.871 .25432E-01 .00000 .00000 -.96223 -62. 871 -72. 915 71.953 67.494 16 -67.541 -. 95053 -62.003 -.16236 .00000 .00000 -.95013 -62.003 -67.54 1 66. 591 64.002 17 -62.069 -.96479 -60.675 -.31318 .00000 .00000 -.96318 -60. 675 -62.070 61. 107 60.422 18 -56.518 -.96132 -58.964 -. 44706 .00000 .00000 -.95772 -56.522 -58.964 58.006 56.825
- POSTI NODAL STRESS LISTING *****
LOAD STEP= 1 SUBSTEP- 1 TIME- 1.0000 LOAD CASE= 0 THE FOLLOWING X,Y, Z VALUES ARE IN GLOBAL COORDINATES NODE SX SY Sz SXY SYZ Sxz Si S2 S3 SINT SEQV 19 -50.875 -.95922 -56. 935 -.57488 .00000 .00000 -.95260 -50.882 -56.935 55. 983 53.215 20 -45.099 -.95611 -54 . 623 _.70041 .00000 .00000 -.94500 -45.110 -54.623 53. 678 49.611 21 -39.151 _.95370 -52.052 -.82474 .00000 .00000 -.93590 -39.169 -52.052 46.047 22 -33.000 -.95176 -49.236 _.94797 .00000 .00000 -.92374 -33.028 -49.236 48.313 23 24 42.588
-26.620 39.340
-19.993 36.455
_.95034 _.94967
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-1.1899
.00000
.00000
.00000
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-.90583
-.87560
-26.664
-20.067
-46.189
-42. 918 45.28i c 4 2.04R ci
'I
- D 25 -13.111 _.95035 -39.433 -1.3065 .00000 .00000 -.81156 -13.250 -39.433 38.621 dD 34.146 S
26 -5.9821 -.95360 -35.746 -1.4159 .00000 .00000 -.58233 -6.3534 -35. 746 35.16: s n 32.662 a 27 1.3584 -.96221 -31.876 -1.5111 .00000 .00000 2.1033 -1.7071 -31. 876 33.97, a 32.243 28 8.8345 -.974 54 -27.855 -1.5818 .00000 .00000 9.0833 -1.2233 -27. 855 36.9it C3 33.014 29 16.287 -1.0043 -23. 745 -1.6091 .00000 .00000 16. 4 36 -1.1528 -23. 745 40.1Ii 34.887
.01 ast
0 l5 t
-1. 5875 .00000 .00000 23. 653 -1.1316 -19. 605 43.258 30 23.550 -1.0295 -19. 605 37.595
-15.616 -1. 4503 .00000 .00000 30. 141 -1.1079 -15.616 45. 757
- 31. 30.073 -1.0404 40.501
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-. 61884 .00000 .00000 40. 264 . 5894 6 -7.8835 48.148 33 40.255 .59912 -7. 8835 44.520.
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LOAD STEP.=, SUBSTEP- 1 TIMES i'1.0000 LOAD CASE- 0
.1 ,..
THE FOLLOWING XY. ,Z VALUES ARE IN GLOBAL COORDINATES Si , .
. Sz. ' SXY SYZ, Sxz S2 S3 SINT NODE SX SY '
SEQV
-72.678 -34.382 6.9496 .00000 .00000 12. 007 -34.382 -73. 249 37 11.437 73.929
.00000 .00000 -. 16699 -27.610 -27.610 27.4433 38 -27.610 -. 16699 -27. 610 ;.00000 27.443
-27 443 -. 51828 .00000 .00000 -1. 8391 -27.443 -27.718 25.879 39 -27.707 -1.8495 25.743
-27. 053 .78751 .00000 .00000 -. 77573 -27.053 -27.236 26.4611 40 -27.213 -. 79919 - (C 26.'369
-1. 0234 -27.165 -. 53436 .00000 .00000 -1. 0124 -27. 048 -27. 165 26.15; 41 -27.037 26.094
-1. 1244 -27. 132 - .29872 .00000 .00000 -1. 1209 -26. 926 -27. 132 26.011 42 -26.922
- 25.908
-1.0913 -27.180 -. 60279E-01 .00000 .00000 -1.0911 -27. 180 -27.27 1 26.1i m 43 -27.271 26.134
-. 89237 I27.335 .21878 .00000 .00000 -. 89058 -27.335 -27. 627 26.73t :
44 -27.625 26.591
-3. 7051 -28.288 1.9483 .00000 .00000 -3. 5502 -28.209 -28.288 24.7:i 45 -28.054 24.699
NODE SX SY sz SXY SYZ 0 Sxz Si S2 S3 SINT SEQV 1088 -23.331 .49437E-01 -7.4520 3.0662 .00000 .00000 .44487 -7.4520 -23.726 24. 171 21.348 1089 -29.165 -5.7123 -12.832 3. 4910 .00000 .00000 -5.2037 -12.832 -29.674 24.470 21.686 1090 -31.960 -10. 624 -16.283 3.2506 .00000 .00000 -10.140 -16.283 -32.444 22. 304 19.955 1091 1.0925 -.14023 1.0.925 .00000 .00000 .00000 1.0925 1.0925 -.14023 1.2327 1.2327 1092 1.4381 -.16009 1. 1750 .48752 .00000 .00000 1.5751 1.1750 -.29706 1.8722 1.7076 1093 1.5551 .62049 1.6926 .62918 .00000 .00000 1.8715 1.6926 .30406 1.5675 1.4861 1094 1.2030 -.98540 1.0202 .43757 .00000 .00000 1.2872 1.0202 -1.0696 2.3569 2.2353 1095 1.5845 .19445 1.5375 .33478 .00000 .00000 1.6610 1.5375 .11802 1.5429 1.485,1 1096 1.8248 -.15749 1.5683 .25378 .00000 .00000 1.8567 1.5683 -.18946 2.04 62 1.91 83 1097 1.9959 -.10981 1.6872 .2264 5 .00000 .00000 2.0200 1.6872 -.13389 2.1539 2.0083 1098 2.2844 -. 11400 1.8535 .18943 .00000 .00000 2.2993 1.8535 -. 12887 2.4282 2.2388 1099 2.5494 -.12178 2.0109 .17311 .00000 .00000 2.5606 2.0109 -. 13295 2.6936 2.4651 1100 2.8801 -.11817 2.2050 .15517 .00000 .00000 2.8881 2.2050 -. 12618 2.7374 1101 3.2324 -.12144 2.4109 .14423 .00000 .00000 3.2386 2.4 109 -.12763 3.3662 3.0381 1102 3.6294 -.12009 2.6423 .13412 .00000 .00000 3.6342 2. 6423 -.12488 3.7591 3.3743 1103 4.0602 -.12082 2.8925 .12682 .00000 .00000 4.0640 2.8925 -.12467 4.1887 3.7430 1104 4.5300 -.12026 3.1650 .12051 .00000 .00000 4.5332 3. 1650 -.12338 4.656' 4.1454 1105 5.0363 -.12012 3. 4582 .11562 .00000 .00000 5.0389 3.4582 -.12271 5.1611 4.5806
- ** POST1 NODAL STRESS LISTING *****
LOAD STEP= 1 SUBSTEP' 1 TIME= 1.0000 LOAD CASE- 0 04 i0% THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES .-- 4) I
S2 S3 SINT SXY SY% sxz Si sX SY. Sz, NODE' 5.7039 SEQV .00000 5.5820 3.1728 12190 3.7728 .11145 .00000 1106 5.5798 -. 11972 ,; 6.1622 4. 1085 12108 6.2833
- 5. 0486 .10820 .00000 .00000 1107 6.1603 - .11922 4. 1085
- 6. 7784 4.4650 12099 6.8994 5.5492 .10529 .00000 .00000 1108 6.7768 -. 11939 4.4650
- 7. 4327 4.8429 12085 7.5535 6.0821. .10336 .00000 .00000 7.4312 -. 11944 4.8429 1109 8.2454 6.6484 .00000 8. 1215 5.2406 12389 5.2406 .10108 .00000 1110 8.1203 .12265 8.8542 5. 6615 12630 8.9805
- 7. 2479 .00000 .00000
.12517 5. 6615 .10074 1111 8.8531 .0 .0.0 7.8848 9.6196 6. 1006 13741 9.7570
.98177E-01 .00000 .00000 1112 9.6186 .13642 6.1006 8.5585 10. 449 6. 5710 14028 10.589
.10114 .00000 .00000 1113: 10.448. .13931 6. 5710
- 11. 300 7.0555 16128 11.461 9.2794 .95378E-01 .00000 .00000 1114 11.299 -,16049. 7. 0555 10.036 12.266 7. 5968 13465 12.400
.10695 .00000 .00000 1115; 12.265' -.13372 7.5968
- 8. 1279 14611' 13.320' 10.848,
.86748E-01 .00000 .00000 13. 174 1116 13.173 .14554., 8. 1279 11.648 14. 307 8. 7829 32505E-01 14.275'
.12314 .00000 .00000 1117 14.306 -. 33567E-Oi 8.7829 12.4 67: 15.017 9.2977 67381E-01 lV 9 5O-
.47683E-01 .00000 .00000 1118 15.017 .67533E-01 9.2977 13.065 16.237 10.116 71961 15.517
.16464 .00000 .00000 1119 16.235 .72136 10.116, m 13.538 15.738 10.213 48688 15.251 0
.10185 .00000 .00000 1120 15.737, .48756 10.213
.00000 2 .2586 14.88U; 13.374 .00000 .00000 17. 147 11.335 2.2657 11.335 .32511 1121~ 17.140, 12.997, 9.0172 -2 .0569 14.56!.
-. 62472 .00000 .00000 12.508 1122 12.482 -2.0301- 9.0172 13.171 20. 954 2 .9531 44.81i ';
8.2659 .00000 47.771 1123 46.190 4.5333 20. 954 CD 39.063 05, POSTI NODAL STRESS LISTING ***** ta 1 SUBSTEP= 1 LOAD STEP-TIME= 1.0000 LOAD CASE- 0 THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES S2 S3 SIN'!. SYZ Sxz S.1 SX . SY SZ SXY NODE .1
;-, 6 1124 1874 -44.398 -.67220 2. 0565 .00'009 .00000 18. 441 -. 67220 -44.465 4 62. 906
- 55. 858 1125 -16.537 10.327 5.1041 -6.1289 .00000 .00000 11. 659 5.1041 -17.869 29. 528 26.857 1126 -16.454 45.709 15. 652 19.230 .00000 .00000 .51. 176 15.652 -21. 922 73. 098 63.313 1127 -14.559 32.617 11. 924 17.886 .00000 .00000 38.631 11. 924 -20.573 59.204
- 51. 354 1128 -12.674 2.9566 3.3280 16.562 .00000 .00000 13. 4 55 3.3280 -23.172 36. 627 32.759 1129 18.877 -. 14023 18.877 .00000 .00000 .00000 18.877 18. 877 -.14023 19. 017
- 19. 017 1130 18.526 -. 63033E-01 18.729 -.34818 .00000 .00000 18.729 18.533 -.69552E-01 18.799
- 18. 701 1131 18.447 .50097 18.503 -.69896 .00000 .00000 18.503 18.474 .47379 18.029 18.015 1132 18.716 -.94464 18.366 -.40999 .00000 .00000 18. 725 18.366 -.95318 19. 678 19.501 1133 18.296 .21542 18.598 -.29629 .00000 .00000 18. 598 18. 301 .21056 18. 388 18.241 1134 18.087 -.16537 18. 319 - .25028 .00000 .00000 18. 319 18.090 -.16880 18. 487 18.374 1135 17.913 -. 99883E-01 18.238 -.19134 .00000 .00000 18.238 17. 915 -. 10191 18. 340
- 18. 181 1136 17.627 .11325 18.065 -.16811 .00000 .00000 18. 065 17. 628 -.11485 18. 180 17.966 1137 17.362 .11684 17. 905 -.13932 .00000 .00000 17. 905 17. 364 -.11795 18.:02I 17.758 1138 17.032 .11498 17.712 -.12231 .00000 .00000 17.712 17.033 -.11586 17.828 M 17.498 W 1139 16.680 .11737 17.504 -.10534 .00000 .00000 17.504 16. 681 -.11803 17.622 C 17.226 1140 16.284 .11636 17.274 -.92665E-01 .00000 .00000 17. 274 16.284 -.11688 17.391 16.918 CD 1141 15.853 .11688 17.023 -.80999E-01 .00000 .00000 17.023 15.854 -.11729 17.140 X 16.587 Up POSTi NODAL STRESS LISTING ***** C v}
LOAD STEP= 1 SUBSTEP= 1 0 TIME= 1.0000 LOAD CASE- 0 THE FOLLOWING X,YZ VALUES ARE IN GLOBAL COORDINATES NODE SX
- SY SZ SXY SYZ Sxz S1 S2 S3 SI NTI- '1 SEQV
1142 1 -. 11639 16.751 -. 71271E-01 .00'Jb, .00000 16.751 15.384 -.11672 16.868 16.)22 1143 14.877 -.11619 16. 458 -. 62430E-01 .00000 .00000 16.458 14.878 -. 11645 16.574 15.843 1144 14.334 -.11582 16.143 -. 54706E-01 .00000 .00000 16.143 14.334 -. 11603 16.259
- 15. 435 1145 13.754 -.11528 15. 808 -.47546E-01 .00000 .00000 15.808 13. 754 -.11544 15.923
- 15. 002.
'1146 13.137 .11551 15. 451 -.41275E-01 .00000 .00000 15. 451 13. 137 -.11564 15.567 0 .
14.549 1147 12.483 -.11546 15.073 -.35051E-01 .00000 .00000 15.073 12. 483 -.11556 15.189 14.074 1148 11.794 -. 11884 14. 673 -. 30025E-01 .00000 .00000 14 .673 11. 794 -.11891 14.792
- 13. 584 1149 11.061 -. 12101 14.251 -. 237BOE-01 .00000 .00000 14.251 11. 061 -.12106 14.372 13.073 1150 10.295 -.13271 13.805 -. 20388E-01 . 00000 .00000 13.805 10. 295 -.13275 13.938 12.557 1151 '9.4655 -.13454 13.334 -.12002E-01 .00000 .00000 13.334 9.4655 -.13456 13.469 12'. 011-1152 8'. 61'40 -.15718 12.837 -.12826E-01 .00000 .00000 12.837 8. 6140 -.15719 12.994
- 11'. 481i .00000 1153 7'.6477 -.12735 12. 313 32445E-02 .00000 .00000 12.313
- 7.6477 -.12735 12.441
-10.886; 1154 6.7386 -.14430 11.774 -. 1294SE-Ol .00000 .00000 11. 774 6.7386 -:14433 11;918
- 10. 363' 1155 5'.6077 .43531E-Ol 11.227 .27015E-Ol .00000 .00000 11.227 5.6078 -.43400E-01 11;184 9.6857 - .00000 1156 4.9002 .59866E-01 10.725 -. 45474E-01 .00000 .00000 10.725 -4.9006 .5943BE-01 10.665 9.2493 .00000
.b. ....
1157 ' 3.6932 .74013 10.296 .74124E-01 .00000
. 00000 .0oooo 10.296 3. 6951 '.73827 9.5575 >
' 8.4752: w 1158 4.2036 .44903 10.029 -.19044 .000 .00000 10. 029 4.2133 .43939 9.589.
8.3669 1159 2.8322 2.3179 9.9686 .24015 ooo
, 9.9606 2.9269 2.2232 7.7454 3 to 7.4186
- POST1 NODAL STRESS LISTING *****
(D LOAD STEP= 1 SUBSTEP=- 1 TIME= 1.0000 LOAD CASE= 0
; , C THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES
- .. 2. .~, .'
NODE -; SX. SY SZ SXY SYZ *Sxz-"r 'Si S2i S3 SINT'.
,SEQV.
1160 -7.4868 -2. 1684 9.6563 -.70676 .00000 .600600 9'. 6563 7.5382 -2.2199 , 11.8
1161 -26.185 4. 8896 1.7560 8.2069 .00009 .00000 6. 9239 1.7560 -28.219 @ 35.143 32.865 1162 -50.017 -47.829 -22.196 2.6321 .00000 .00000 -22. 196 -46.073 -51. 774 29.577
- 27. 179 1163 -31.085 17. 475 2.6617 -13.114 .00000 .00000 20.790 2.6617 -34.400 55. 190 48.725 1164 45.791 111.59 52. 981 17.822 .00000 .00000 116.11 52. 981 41. 275 74.836
- 69. 724 1165 34.254 23.42Z4 23.183 15.052 .00000 .00000 44.835 23. 183 12.843 31.992 28.278 1166 22.582 -43. 905 -.31941 12.326 .00000 .00000 24 .794 -.3194 1 -46.117 70.911 62.275 1167 -29.235 .37531 -29.235 .00000 .00000 .00000 -.37531 -29.235 -29.235 28.860 28.860 1168 -29.034 .71099E-01 -29.093 .64152E-01 .00000 .00000 .71240E-01 -29.035 -29.093 29. 164 29.135 1169 -29.011 .90290E-01 -28. 912 .54472 .00000 .00000 .10048 -28.912 -29. 021 29.121 29.067 1170 -28.930 .52141 -29. 102 .68216 .00000 .00000 -. 50504 -28. 946 -29.102 28. 597 28.520 1171 -28.015 .49057E-01 -28.568 .31127 .00000 .00000 .52509E-01 -28.019 -28.568 28.620 28.350 1172 -26.883 -.72925E-01 -28. 018 .18914 .00000 .00000 -.71590E-01 -26.885 -28. 018 27.947 27.397 1173 -25.787 .94667E-01 -27. 382 .57451E-01 .00000 .00000 -. 94539E-01 -25.787 -27.382 27.288 26.526
, ... 6'f' 1174 -24.525 .71969E-01 -26. 633 .51010E-01 .00000 .00000 -. 71863E-01 -24.525 -26. 633 25.573 1175 -23.104 .87341E-01 -25.801 .14743 .00000 .00000 -. 86397E-01 -23. 105 -25.801 25.715 x 24.478 m 1176 -21.503 .80714E-01 -24.861 .23642 .00000 .00000 -. 78105E-01 -21. 505 -24.861 24.783 Q 23.287 1177 -19.717 84722E-01 -23.820 .31833 .00000 .00000 -. 79562E-01 -19.722 -23.820 23.741 '
21.980 POST1 NODAL STRESS LISTING ***** LOAD STEP= 1 SUBSTEP= 1 Ur TIME- 1.0000 LOAD CASE- 0 aco 0 THlE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES NODE SX SY Sz SXY SYZ Sxz S1 S2 S3 SIN'r SEQV ' to~ 11711 - 1./4., -. tS1024E-01 -22.673 .39611 .00000 .00000 -. 14145E-01 -17.754 -22. 673 22.59 -b
. u.
;!J.) . w
. OOU*o .00000 -.69699E-01 -15.601 -21 421
- 21.351 1179 -15.9 -.83932E-01 -21.421 .46993
- 19. 118 -20.062 20.001
-. 83400E-01 -20.062 .54098 .00000 .00000 -.61194E-01 -13.263 1180 -13.241 17.615 -18.597 18.549
.60954 .00000 .00000 -. 48542E-01 -10.744 1181 -10.709 -. 83393E-01 -18. 597 16.126 -17.026 17.000
.67614 .00000 .00000 -.25776E-01 -0.0500 1182 -7.9926 -.83159E-01 -17.026 14.731 -15.349 15.374
.74098 .00000 .00000 .24582E-01 -5.1992 1183 -5.0918. -.82729E-01 -15.349 13.540 -2.2998 -13.567 13.776
.804 61 .00000 .00000 .20901 1184 -2.0077 -.83043E-01 -13.567 12.709.-' -.50810 -11.679 13.364
.86743 .00000 .00000 1.6858 1185 1.2603 -.82596E-01 -11. 679 12.414 -.25955 -9.6841 14.575
.93091 .00000 .00000 4.8904 1186 4.7162 -.85392E-01 -9.6841 12.802 -7.5789 16.063
.99587 .00000 .00000 8.4843 -.20116 1187 8.3686 -854 31E-01 -7.5789 13.927 -5.3605 17.687 1.0657 .00000 .00000 12.327 -.18673 1188 12;235 .95301E-01 -5.3605 15.751 -.17083 -3.0139 19.431
-.92171E-01 -3.0139 1.1396 .00000 .00000 16.417 1189 16.338 18.177 -.53985 21.318
-.53985 1.2217 .00000 .00000 20.779 -.18676 1190 20.707 .,.11533i 21.144 2.0898 -.14806 25.557
-.82038E-01 2.0898 1.2973 .00000 .00000 25.409 1191 25.343 24.515 -.18415 3 .
4.8271 1.3647 .00000 .00000 30.274 4.8271 1192 30.212 -.12288 28.287 -.68387E-02 35.172
- 7. 6953 1.3576 .00000 .00000 35.165 7.6953 1193 35.113 .45640E-01 32.023
- 10. 437 1.2681 .00000 .00000 39.729 10.437 -.79512E-01 39.808 2 1194 39.688 -.39073E-01 35.730 42.576 13.051 .90470 .00000 .00000 43.109 13.051 .53302 1195 43.090 .55225 37.901
' POSTI NODAL S1rRESS LISTING i**** LOAD STEP= 1 StJBSTEP= 1 TIME- .1.0000 LOAD CASE- 0 0 THE FOLLOWING X,Y,Z VALUSS ARE IN GLOBAL COORDINATES SYZ sxz Si S2 S3 SIN'I-NODE SX SY, Sz SXY SEQV .10189 44.414
.10588 14.725 .42098 .00000 '.00000 44.515 14.725 1196 44.511 39.204 40.411,
-.60157 .00000 .00000 42.279 15.836 1.7978 1197 42.270 1.8067 15.836
0.i
- 35*
0 1198 38.403 -2.0771 14.572 .50511 .00000 .00000 38. 409 14.572 -2.0834 40.493
- 35. 251 1199 36.127 5.6157 17.038 -1.2374 .00000 .00000 36. 177 17.038 5.5656 30. 611 26.786 1200 51.939 -24.681 13.141 9.6450 .00000 .00000 53. 134 13. 141 -25. 877 79.011
- 68. 427 1201 68.707 -29.069 17.887 21.767 .00000 .00000 73. 334 17. 887 -33. 696 107.03 92.711 1202 13.985 -. 11523 13.985 .00000 .00000 .00000 13. 985 13. 985 -. 11523 14. 101 14.101 1203 13.869 -. 10002 13.951 .13894E-01 .00000 .00000 13. 951 13. 869 -.10004 14.051 14.010 1204 13.846 .51689 13.846 1.3182 .00000 .00000 13. 975 13. 846 .38778 13. 587
- 13. 523 1205 13.871 -. 4384 6 13. 610 2.4060 .00000 .00000 14.264 13. 610 -.83220 15.096 14.780 1206 13.803 .44952E-01 13.816 1.9420 .00000 .00000 14.072 13. 816 -.22391 14.296 14 . 169 1207 13.788 -. 47482E-01 13. 784 1.5815 .00000 .00000 13. 966 13.784 -.22596 14. 192
- 14. 102 1208 13.808 -. 66910E-01 13.797 1.3753 .00000 .00000 13.943 13. 797 - .20192 14.145 14.072 1209 13.799 -. 51190E-01 13.803 1.2462 .00000 .00000 13. 910 13.803 -.16243 14.073 14.019 1210 13.801 -. 61350E-01 13.803 1. 1594 .00000 .00000 13. 897 13.803 -.15764 14.055
- 14. 008 1211 13.801 -. 57423E-01 13. 806 1. 1026 .00000 .00000 13. 889 13. 806 -.14459 14. 033
- 13. 992 1212 13.802 -. 59725E-01 13.806 1.0651 .00000 .00000 13. 883 13.806 -.14108 14.024 X
- 13. 986 .00000 w 1213 13.802 -. 58790E-01 13.807 1.0420 .00000 13. 880 13.807 -. 13669 14.01- C)
- 13. 980 to
- *** POST1 NODAL STRESS LISTING ***** to LOAD STEP- 1 SUBSTEP- 1 TIME= 1.0000 LOAD CASE- 0 (0 UM THE FOLLOWING X,YZ VALUES ARE IN GLOBAL COORDINATES 0
NODE SX SY SZ SXY SYZ Sxz S1 S2 S3 SINT £ SEQV 1214 13.803 -. 59242E-01 13.807 1.0293 .00000 .00000 13.879 13.807 -.13525 14.011 13.978 1215 13.803 -. 58914E-01 13.807 1.0245 .00000 .00000 13.878 13.807 -.13422 14.01 Lt
- 13. 977
.. . ... . . . . .... _I
1216 i3' -. 58852E-01 13. 808 1.0257 .00000 .00000 13.879 13. 808 -.13434
- 14.013 " '
- 13. 978 .00000 1217 1i .804 -. 58658E-01 13. 808 1.0318 .00000 13.880 13. 808 -.13503 14.015 13.979 1218 13.804 -. 58377E-01 13. 808 1.04 16 .00000 .00000 13. 882 13.808 -.13620 14.018
- 13.981 .000 1219 13.804 -.58524E-01 13. 808 1.0547 .00000 .00000 13.884 13. 808 -.13831 14.022
' 13.984 1220 13.804 -. 58430E-01 13.808 1.0709 .00000 .00000 13.887 13. 808 -.14066 14.027 13.988 1221 13.804 -. 60250E-01 13.807 1.0907 .00000 .00000 13.890 13. 807 -.14553 14.035 13.994 1222 13.805 -'.61093E-01 13.807 1. 1149 .00000 .00000 13.894 13.807 -.15017 14.044 14.001 1223 13.804 -A 67417E-01 13.805 1. 14 58 .00000 .00000 13.898 13. 805 -.16143 14.060 14.013 1224 13.805 -. 67481E-01 13. 806 1. 1833 .00000 .00000 13. 905 13.806 -.16768 14.073 14.023 1225 '13.804 -.80451E-01 13.802 1.2289 .00000 .00000 13. 912 13.802 -.18838 14.101 14 . 046 -
1226 '13.808 -. 62604E-01 13. 808 1.2718 .00000 .00000 13. 923 13.808 -.17825 14.102
- 14.044 1227 13.805 -.76396E-01 13.804 1.3027 .00000 .00000 13. 926 13.804 -.19758 14.124
- 14.063 1228 13.815 .25919E-01 13.836 1.2693 .00000 .00000 13.931 13.836 -.89939E-01 14.021 13.974' .00000 1229 13.801 .24029E-01 13.831 1.1390 .00000 13.894 13.831 -.69511E-01 13-9 '
- 13. 932 .00000 1230 13.845 .364 54 13. 942 .77523 .00000 13. 942 13.890 .32010 13.622 I
13.596 .00000 1231 13.711 .27086 13.873 .21350 . . .00000 13.873 13.715 .26747 13.606 Ca 13.527 (0
- POSTi NODAL S'TRESS LISTING *****."
LOAD STEP- 1 SiLUBSTEP= i *.- I TIME= 1.0000 LOAD CASE= 0 THE FOLLOWING XY,Z VALUES ARE IN GLOBAL COORDINATES Si S3 SINT 0 NODE SX' SY SZ SXY SYZ Sxz S2 SEQV 1232 14.011 1.0130 14.165 -.65559 .00000 .00000 14. 165 14 .044- .98006 13. 18! 13.125-1233 13.239 -.82330 13.406 -.93277 .00000 .00000 13.406 13.301 -.884 90 14.29 14.239 1234 11.441 2.5729 13.803 -1.1393 .00000 .00000 13. 803 11. 585 2 4289 1i'.37'.
1235 1.At# -14.129 5.8027 5. 6011 .000w .00000 5.8027 3.2997 -15.929 M 21.731 20.594 1236 -11.662 27.083 13. 932 7. 1114 .00000 .00000 28. 347 13. 932 -12.926 41.274 36.282 1237 -9.1721 17. 098 11.233 -1.3906 .00'000 .00000 17. 171 11. 233 -9.24 55 26. 417 24.005 1238 -3.2036 -40.226 -4.2624 -4.3320 .00000 .00000 -2. 7035 -4.2624 -40. 726 38.023 37.268 1239 56.748 .144a5 56.748 .00000 .00000 .00000 56. 748 56. 748 .14485 56. 603 56.603 1240 56.767 -.33419 56. 686 - .89218E-01 .00000 .00000 56. 768 56. 686 -.33433 57.102 57.061 1241 56.971 1.0074 56.822 -2.2911 .00000 .00000 57.064 56.822 .91379 56. 151 56.030 1242 56.501 -.36126 56.281 -3.6134 .00000 .00000 56. 729 56. 281 -.58996 57.319 57.097 1243 55.612 .30040E-01 56. 167 -2.5115 .00000 .00000 56. 167 55. 725 -.83216E-01 56.250 56.030 1244 54.516 -. 15382E-01 55. 616 -1. 9195 .00000 .00000 55. 616 54.584 -.82868E-01 55. 699 55.190 1245 53.374 -.41056E-01 54.965 -1.5085 .00000 .00000 54.965 53. 416 -.83623E-01 55.04 9 54.291 1246 52.129 -. 30175E-01 54.242 -1. 1871 .00000 .00000 54.242 52.156 -.57176E-01 54.299 53.287 1247 50.705 -. 35310E-01 53. 407 - .93508 .00000 .00000 53. 407 50.723 -.52536E-01 53. 460 52.169 1248 49.105 -.34192E-01 52. 472 - .72545 .00000 .00000 52. 472 49. 116 -.44899E-01 50.922 1249 47.321 -. 34697E-01 51.432 -.54660 .00000 .00000 51. 432 47.327 -.41006E-01 51.473 I 49.548
- *** POSTI1 NODAL STRESS LISTING ***** C}
o LOAD STEP= 1 SUBSTEP- 1 th TIME- 1.0000 LOAD CASE- 0 THE FOLLOWING X,Y.,Z VALUES ARE IN GLOBAL COORDINATES 47.1 i NODE SX SY SZ SXY SYZ Sxz Si S2 S3 SIN1' v SEQV 0 1250 45.350 -.34572E-01 50.287 -. 39006 .00000 .00000 50. 287 45.353 -. 37924E-01 50.3. e 48.048 1251 43.192 -.34544E-01 49.035 -. 25041 .00000 .00000 49.035 43. 193 -. 35995E-01 49.0'/ 46.427 47 .1 1252 40.847 -.34432E-01 47.677 -. 12384 .00000 .00000 47. 677 40. 847 -. 34807E-01 44.690
1253 3b@ 6 -.34308E-01 46.:213 -. 76485E-02 . OOC~t@ .00000 46. 213 38. 316 -.34310E- s46.247 42.848 1254 35.600 -.34160E-01 44. 642 .10016 - .00000 .. 00000 44 . 642 35. 600 -.34441E-01 44.676 40.912 1255 32.700 -. 34022-01 42.965 .20109 .00000 -. 00000 42. 965 32.701 -.35258E-01 43.000 38.898 1256 29.616 -.34012E-01 41.183 .29649 .00000 .00000 41. 183 29. 619 -.36976E-01 41.220 36.826 1257 26.348 -.34258E-01 39.295 .38767 .00000 .00000 39.295 26.354 -.39953E-01 39.334 34.723 1 1258 22.893 -.35122E-01 37.299 .47629 .00000 .00000 37.299 22.903 -.45012E-01 37.344 32.622 1259 19.241 -.36732E-01 35 193 .56433 .00000 .00000 35.193 19.257 -.53238E-01 35.247 30.571 1260 15.375 -.39572E-01 32.971 .65427 .00000 .00000 32.971 15. 403 -.67293E-01 33.039
- 28. 632 1261 11.270 -.42711E-01 30. 625 .74791 .00000 .00000 30. 625 11. 320 -.91941E-01 30.716 26.892 1262 :6.9027 -.45686E-01 28. 143 .84539 .00000 .00000 28. 143 7.004 1 -.li706 28.290 25.479 1263 2.2601 -.42923E-01 25.523 .94009 .00000 .00000 25. 523 2.5951 -.37793 25.901 24.550 1264 -2.6038 -.30268E-01 22.778 1.0157 .00000 .00000 22. 778 .32232 -2.9563 25.735 24.262 1265 -7.5228 .69349E-02 19.966 1.0329 .00000 .00000 19. 966 .14607 -7.6619 27.628 24.668 1266 -12.065 .85782E-01 17.228 .93268 .00000 .00000 17.228 .15696 -12.136 2f 38
25.542 1267 -15.545 .17969 14.792 .62694 .00000 .00000 14.792 .204 65 -15.570 30.362 X 26.301 rp uJ C) POST1 NODAL STRESS LISTING ***** LOAD STEP= 1 SUBSTEP- 1 'I-. TIME- 1.0000 LOAD CASE- 0 o THE FOLLOWING X,Y,,Z VALUES ARE IN GLOBAL COORDINATES C. NODE SX SY, ,SZ SXY SYZ sxz Si S2 S3 SINT 3 SEQV 1268 -16.684 .42809 13.127 .28811E-01 .00000
. 1., .: ., .1
. .000600 13.127 .42813 -i6.685 29. Ole 25.912 ocD 1269 -15.013 .23719 12.298 -.67586 .00000 .00000 12.298 .26708 -i5. 043 27. 34t 23.734 bo
-1.3316 .56139 -9. 7798 22.64. 4:Q 1270 -9.6054 .38699 12.866 .00000 ..
00000 12. 866 I 2*I - ,., -.4ttI b) 13. . 97 -1.0536 .00000 .00000 13. 597 -.14827 -4.0039 17. 60t' 1.
lb.*' B .000(JO 13.502 .774 62 -4.2248 17.727 1272 .27531 -3.7255 13.502 1.4990 .00001 15.831, 1273 6.2698 -2.0956 15.599 3.1701 .00000 .0001 15.599 7.3354 -3.1612 18. 760 16.285 3.1954 22.248 21.777 -1.1469 .00000 .000t 22.317 21.777 3.1266 19.190 1274 18.926 1275 -3.7888 -29.366 3.8915 -5.1523 .00000 .000( 3.8915 -2.7899 -30.365 34.256 31.453 IINIMUM VALUES 4ODE 146 753 757 827 1 1L 1162 757 146 152 152 IALUE -94.311 -53.959 -61.994 -18.908 .00000 .0000( -22. 196 -61. 994 -94.4 66 .40025
.34835 4AXIMUM VALUES 34 1164 447 1201 1 1 1164 35 1164 827 qODE 827 92.860 111.59 64.369 21.767 .00000 .0000cI 116.11 58. 132 41. 275 122.82 JALUE 109.48 POST1 NODAL STRESS LISTING
- LOAD STEP= 1 SUBSTEP= 1 TIME- 1.0000 LOAD CASE= 0 c*F n THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES SY SZ SXY SYZ SXZ Si S2 S3 SINT X NODE SX SEQV w a
k**** ESTIMATED BOUNDS CONSIDERING THE EFFECT OF DISCRETIZATION ERROR
- m 9INIMUM VALUES
,4ODE 900 1162 1162 827 1164 1164 1162 1162 900 35 ED 35
-138.01 -103.47 -77.836 -86.266 .00000 .00000 -77.836 -101.71 -138.52 .ac10000 b VALUE
.00000 ;u qAXIMUM VALUES 1164 1164 1164 1164 1164 1164 1164 1164 1164 827 o NODE 827 on =s 130.82 196.62 138.01 102.85 .00000 .00000 201.14 138.01 126.30 19 Iu. It VALUE 176.83
HABGE-01/99-0745, Revision 2 ego V /filnam,pres2c
/PREP7 /TITLE,DSC STRUCTURAL ANALYSIS MODEL KAN,0 r, I ..
ET,1,42,,, 1 II . .. C*
- STAINLESS STEEL ( . I' .
EX,1,26.5E6 NUXY,1,0.3 DENS,1,0.283 ALPX, 1, 9.8E-6 C*** CHEMICAL LEAD EX,2,3.OE6 I NUXY,2,0.4 DENS, 2,0.411 ALPX, 2, 16.4E-6 c*** KTEMP,-1 c** NODAL INPUT C*** BOTTOM DETAIL N,1,0.0,0.0 N,7,.6.0, 0.0 FILL N,8, 6.625, 0.0 N, 9,7.25, 0.0 N,10,8.0,0.0 N,35,33.0,0.0 FILL N,36,33.275,0.0 N,37,33.55,0.0 NGEN,3,37,1,37,1,0.0,0.5 NGEN,2,37,75,109,1,0.0,0.75 N,147,33.125,1.75 N,148,33.55,1.75 NGEN,2,37,112,145 N,183,33.125,1.75 NGEN,2,35,149,157,1,0.0,1.0 N,193,7.25,2.75 N, 194, 8. 0, 2.75 NGEN,2,37,158,183,1,0.0,1.0 N,221,33.125,2.75 N,222,33.55,2.75 NGEN,3,39,184,222,1,0.0,1.0 NGEN,2,39,262,270,1,0.0,1.0 N, 310, 8.0, 6.0 N,335,33.125,6.0 FILL NGEN,2,35,301,335,1,0.0,0.0 N,371,33.55,6.0 NGEN,2,36,336;344,1,0.0,0. 7 5 NGEN,2,36,345,371,1,0.0,0.5 N,408,7.25,7.75 N,409,8.0,7.75 N, 410,5.0, 9.0 N,411,6.125,9.0 N,412,7.25,9.0
- o N,413,8.0,9.0 NGEN,2,4,410,413,1,0.0,1.0
HABGE-01/99-0745, Revislon 2 W C*** ELEMENT GENERATION C*** BOTTOM DETAIL E,1,2,39,38 EGEN,36,1,-. E,38,39,76,75 EGEN, 36,1,-1 E,75,76, 113,112 EGEN,36,1,-1 MAT,2 E,149,150,185,184 EGEN,8,1,-i MAT,1 E,120,121,194,193 MAT,2 E,158,159,196,195 EGEN,24,1,-i E, 182, 183,220,219 MAT,1 B,147,148,222,221 MAT,2 E,184, 185, 224,223 EGEN,8,1,-i MAT,1 E,193,194,233,232 MAT,2 O E,195,196,235,234 EGEN,25,1,-1 MAT,1 E,221,222,261,260 MAT,2 E,223,224,263,262 EGEN,8,1,-i MATI E,232,233,272,271 MAT,2 E,234,235,274,273 EGEN,25,1,-1 MAT,1 E,260,261,300,299 MAT,2 E,262,263,302,301 EGEN,8,1,-i - MAT,1 E,271, 272, 345,344 MAT,2 E,273,274,311,310 EGEN,25,1,-1 MAT,1 E,299, 300, 371, 370 E,336, 337, 373, 372 EGEN,35,1,-1 E,380,381,409,408 O E,408,409,413,412 E,412,413,417,416 BE,411,412,416,415 E,410,411,415,414
HABCE-01/99-0745, Revision 2 C+** DSC SHELL NODES N,425,33.0,-0.75 N,426,33.275,-0.7 5 N,427,33.55,-0.75 . I NGEN,5,3,425,427 ,1,0.0,-2.0 N,440,33.0,-5.7 5 N,441,33.55,-5.75 NGEN,148,2,440,441,1,0.0,-1.0 N,736,33.0,-1 5 3 .7 5 N,737,33.275,-153.75 N,738,33.55,-153.75 NGEN,6,3,736,738,1,0.0,-1.0 C*** DSC SHELL ELEMENTS E, 425, 426, 36,35 E,426,427,37,36 E,428,429,426,425 E,429,430,427,426 EGEN,4,3,291,292 E,440, 438,437 E,440,441,438 I :, - . . E,441,439,438 E,442,443,441,440 EGEN, 147,2, -1 E,736,737,734 E,737,735,734
. E,736,738,735 E,739,740,737 ,736 E,740,741,738,737 EGEN,5,3,452,453,1 C*** BOTTOM DETAIL NODAL INPUT LOCAL,11,0,0.0,-166,0.0 N,754,32.25,9.25 N,755,32.25,8.25 N,756,32.25,77.25 N,757,0.0,7.25 N,789,32.0,7.25 FILL N,757,0.0,7.25 FILL,757,789 N,790,32.25,7.25 N,791,33.0,7.25 NGEN,2,35,757,789,1,0.0,-0.5 N,825,32.5,6.75 N,826,33.0,6.75 N,827,33.0,6.75 N,828,33.275,6.75 .r N,829,33.55,6.75 NGEN,3,38,792,829,1,0.0,-0.5 NGEN,3,38,868, 901,1 ' NGEN,2,34,906,939,1,0.0,-1.0 N,974,32.5,4.75 N,975,33.0,4.75 N, 976,33.0,4.75 N,977,33.275,4.75 N,978,33.55,4.75
-- Iim HABGE-1/99-0745, Revision 2 L383 r a
&1.
-:0 NGEN,3,39,940, 978, 1,0.0,-1.0 NGEN,2,39,1018,1051,1,0.0,-1.5 NGEN,2,34,1057,1090,1 N,1125,33.0,1.25 N,1126,33.0,1.25 N,1127,33.275,1.25 N,1128,33.55,1.25 NGEN,2,38,1091,1128,1,0.0,-0.25 NGEN,2,38,1129,1163,1 N,1202,0.0,0.375 N.,1234,32.0,0.375 FILL N,1235,32.5,0.375 N.,1236,33.0,0.375 N,1237,33.275,0.375 N,1238,33.55,0.375 NGEN,2,37,1202,1238,1,0.0,-0.625 C*** BOTTOM DETAIL ELEMENT GENERATION E,755,748,745,754 E,756,751,748,755 E,792,793,758,757 EGEN, 33, 1,-1 E,825,826,791,790 E,827,828,752,751
. E,828,829,753,752 E,830,831,793,792 EGEN,34,1,-1 E,865,866,828,827 E,866,867,829,828 E,868,869,831,830 EGEN, 34, 1,-1 E,903,904,866,865 E,904,905,867,866 MAT,2 E,940,941,907,906 EGEN,33,1,-1 MAT,1 E,974,975,902,901 E, 976, 977, 904, 903 E,977, 978, 905, 904 MAT,2 E,97 9,980, 94 1,940 EGEN, 33,1,-1 MAT,1 E,1013,1014, 975, 974 E, 1015,1016, 977, 976 E,1016,1017,918,977 MAT,2 E, 1018, 1019, 980, 979 EGEN, 33,1, -1 MAT,1 E, 1052,1053,1014,1013 E,1054,1055,1016,1015
- E,1055,1056,1017,1016 MAT,2 E, 1057, 1058, 1019, 1018
HASGE-01/9907 4 5, Revision 2 r ip-EGEN,33,1,-1 MAT, 1 E,1124,1125,1053,1052 E,1126,1127,1055,1054 * :I E,1127,1128,1056,1055 E,1129,1130,1092,1091 EGEN, 34, 1,-1 E,1164,1165,1127,1126 E,1165,1166,1128,1127 E,1202,1203,1168,1167 EGEN,34,1,-1 E,1236,1237, 1165,1164 E,1237,1238,1166,1165 E,1239, 1240, 1203, 1202 EGEN, 36,1,-1 WSORT,Y C*+* AXISYMETRIC BOUNDARY CONDITIONS c*** SYMBC,,,0.0 ****, ********************** -I . cSyS, 0 nsel, s, loc, x, 0 : . . dsym, syr=, x, 0 SYMBC,11,,O.0 csys, 11 ', nsel, s, loc, y, 0 dsym, symrnm, x, 11 allsel C*** CONSTANT COUPLED NODES CP, 1,UX, 120, 157 CP, 2,UX,121,158 CP,3,UX, 192,193 CP,4,UX,194,195 CP,5,UX,231,232 CP, 6,UX, 233,234 CP,7,UX,270,271 CP, 8,UX, 272, 273 CP, 9,UX, 309, 344 CP, 10, UX, 310,345 CP, 12, UX, 183, 147 CP,13,UX,220,221 CP, 14, UX, 259, 260 CP, 15,UX,298, 299 CP, 16,UX,335,270 CP, 17, UX, 751, 7 91 CP,18,UX,826,827 CP, 19,UX,864,865 CP, 20, UX, 902, 903 CP,21,UX,901,939 CP,22 ,UX, 973,974-':t,'-. -' CP,23,UX, 975, 976 CP,24,UX,1012,1013 CP,25,UX,1014,1015 CP,26,UX,1051,1052 CP, 27, UX, 1053, 1054 CP, 28,UX, 1090, 1124 CP,29,UX,1125,1126 Ce, 30,UX,1164,1201 C*** LOADING CONDITIONS
HABGE-01199-0745, Revision 2
-@CP, 31, UY, 112, 14 9 CPSGEN, 34, 1,-1 CP, 65, UY, 147, 183 CP, 66, UY, 868, 906 CPSGEN, 34, 1,-1 CP,100,UY,1057,1091 CPSGEN, 34, 1,-1 Ce, 134,UY,1125, 1126 Cp, 135, UY, 1163, 1164 CP,168,UY,301,336 CPSGEN, 34, 1,-1 C*** BOUNDARY CONDITIONS c***D,37,UX D,1275,UY C**-
C***PRESSURE LOADING ESEL,S,ELEM,,1,34,1 SFE,ALL, 1,PRES,, 1.0 ALLSEL ESEL,S,ELEM,,289,297,2 SFE, ALL, 4,PRES, ,1.0 ALLSEL SFE,299,4,PRES,,1.0 ESEL,S,ELEM,,302,448,1 SFE,ALL,4,PRES,,1.0 .i ALLSEL SFE,449,4,PRES,,1.0 ESEL,S,ELEM,,452,460,2 SFE,ALL,4,PRES,,1.0 ALLSEL SFE,462,3,PRES,,1.0 SFE,462,4,PRES,,1.0 SFE,463,4,PRES,,1.0 ESEL,S,ELEM,,752,785,1 SFE,ALL,3,PRES,,1.0 ALLSEL SAVE
/SOLU ANTYPE,STATIC SOLVE SAVE EINI
/POST1 ALLSEL
/OUT,PRESTR2c,OUT PRNSTR,ALL
/OUT
/title,DSC PRESSURE ANALYSIS - 0.55" SHELL THICKNESS PLNSOL,S,INT 0
i1 PRINT S NODAL SOLUTION PER NODE WARNING IhA CP- 1438.390 TIMEt 09:16:00 The selected element set contains mixed materials. This could invalidate err6r estimation'. POSTI NODAL STRESS ]tISTING "** LOAD STEP- 1- SUBSTEP- , 1 TIME= 1.0000 LOAD CASE 0 THE FOLLOWING X,Y,,Z VALUES ARE IN GLOBAL COORDINATES NODE SX- ,, SY . . , Sz SXY SYZ SXz Si S2 S3 SINT SEQV 1 -37.065 .74744E-01 -37.065 .00000 .00000 .00000 .74744i-0l -37.065 -37.065 37. 140' 37.140 2 -37.057 -2. 1164 -36.861 2.6215 .00000 .00000 -1.9209 -36.861 -37.252 35. 331 35.137" * ; ,; -
-3 -36.112 -.80919 -36. 134 4.0729 .00000 .00000 -.34538 -36. 134 -36.576 36. 231 36.012 4 -35.591 -1.0248 -36.020 2.6003 .00000 .00000 -. 83031 -35.786 -36. 020 35. 190 35.073 5 -35.497 -1. 0972 -35.869 2.0007 .00000 .00000 -. 98123 -35. 613 -35. 869 34.760 6 -35.523 -.96229 -35.787 1.6226 .00000 .00000 -. 88629 -35.599 -35.787 34.901 34.807 7 -36.076 -1.0736 -35.924 1.6546 00000 .00000 -. 99556 -35.'924 -36. 154 35.158 C 35.044 I 8 -40.242 -2.8129 -37.752 3.1859 .00000 .00000 -2.5437 -37.752 -40.512 37.968 36.666 9 -50.710 -2.3916 -41.330 5.4585 .00000 .00000 -1.7827 -41.330 -51.319 49.53, t 45.374 10 -67.259 -.34 910 -47.464 5.7974 .00000 .00000 .14949 -47. 464 -67.758 67.90, '
60.375 11 -81.050 .49959 -55. 142 3.5206 .00000 .00000 I :. .65130 -55. 142 -81. 202 81.85:
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- 14. 996 107 -19.115 -1.5775 -12. 436 -2.7546 .00000 .00000 -1.1550 -12. 436 -19.538 18.383 I 16.057 108 -14.640 -.42692 -11.083 -2.5295 .00000 .00000 .98337E-02 -11.083 -15.077 15.08u o
- 13. 539
- POSTi NODAL STRESS LISTING ***** a U'~
(0 LOAD STEP= 1 SUBSTEPa 1 TIME= 1.0000 LOAD CASE- 0 THE FOLLOWING X,YZ VALUES ARE IN GLOBAL COORDINATES NODE SX SY Sz SXY SYZ Sxz S1 S2 S3 SINT SEQV 109 6.5042 5.0801 -3.0996 4.7378 .00000 .00000 10.583 1.0011 -3.0996 13.6t, 12.162
S 110 8.8946 8.7049 -1.0783 11.060 .00000. .00000 19. 860 -1. 0783 -2. 2603 22. 120 21.553 11l -2.3830 48. 787 7. 6120 6.54 15 .00000 .00000 49. 610 7.6120 -3.2060 52.816 48.324 112 -4.4209 -. 99620 -4.4209 .00000 .00000 .00000 -. 99620 -4.4209 -4.4209 3.4247 3 .4247 113 -4.5590 -. 50876 -4. 4055 -. 86248E-01 .00000 .00000 -. 50692 -4.4055 -4.5609 4.0539
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- 19. 966 121 32.691 7.8396 10.627 -4.2877 .00000 .00000 33. 410 10. 627 7. 1207 26.290 24.724 122 74.486 -: 51251E-01 28.639 -. 10335 .00000 .00000 74.486 28. 639 -. 51394E-01 65.119 123 67.272 ;56668 31.933 .98958 .00000 .00000 67.287 31. 933 .55200 66.735 57.828 124 64.720 -. 20774 35.020 .32761E-01 .00000 .00000 64.720 35.020 -. 20776 64.928
- 56. 297 125 59;798 -. 33886 36.509 -. 4 6770 .00000 .00000 59.802 36.509 -. 34249 60.144
- 52. 526 126 54.174 -. 58187 36.858 -. 74890 .00000 .00000 54.184 36. 858 -. 59211 54 .77L 4 8.4 93 POST1 NODAL STRESS LISTING *****
LOAD STEP= 1 SUBSTEP- 1 TIME= 1.0000 LOAD CASE- 0
'.3 THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES
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.00000 38. 397 0 140 -37.760 -. 89148 .47579 -2.4409 .00000 .47579 -. 73059 -37.921 m 37.808 8 141 -45.108 -1. 0834 -3. 6705 -2. 4090 .00000 .00000 -. 95199 -3.6705 -45.240 44.288 C)
CD
- 42. 993 142 -51.777 -1. 0958 -7. 6361 -2.2360 .00000 .00000 -. 99732 -7.6361 -51. 875 50.87t1 47.905 .tb.
143 -58.134 -1. 1397 -11.550 -2. 1427 .00000 .00000 -1.0592 -11. 550 -58. 2 14 57.1!'
- 52. 699 CD 144 -63.581 -1.3562 -15.288 -2.1370 .00000 .00000 -1.2829 -15.288 -63. 654 62.371 ZX a)n
- 56. 682 tt POSTI NODAL STRESS LISTING *****
LOAD STEP= 1 SUBSTEP- 1
.I 0
TIME- - 1.0000 LOAD CASE= 0 THE FOLLOWING XY,Z VALUES ARE IN GLOBAL COORDINATES NODE SX, SY Sz SXY SYZ Sxz S1 S2 S3 SINT SEQV 145 -74.720 .9197 5 -19.974 -3.6668 .00000 .00000 1.0971 -19. 974 -74. 897 75. 994 67.954 146 -96.482 1.647T3 -28.741 -6.2616 .00000 .00000 2.0452 -28. 741 -96.880 98.926 87.684 147 -43.840 -6.198i6 -15. 551 -4.6080 .00000 .00000 -5.6427 -15.551 -44.395 38. 753 34.871 148 -10.811 48.55 7 10. 688 -6.8386 .00000 .00000 49. 334 10. 688 -11.589 60.923 53.392 149 -3.0410 -.4366(3 -3.0410 .00000 .00000 .00000 -.43666 -3.0410 -3.04 10 2.6043 2.6043 150 -2.9708 -.58744 -3.0336 -. 33415E-01 .00000 .00000 -.58697 -2.9713 -3.0336 2.44 67 2.4161 ,- 151 -2.7745 -.76175 -2.8924 .72855E-01 .00000 .00000 -.75912 -2.7771 -2.8924 2.1332 2.0780 *0. .0
.000000 152 -2.4873 -. 9167C -2.7350 .10486 .00000 .00000 -.90973 -2.4943 -2.7350 1.8253 1.7176- .00 .
153 -2.0901 -1.1925 -2.5624 -. 56067E-01 .00000 .00000 -1.1890 -2.0936 -2.5624 1.3734 1.2092 154 -1.4598 -1.4921 -2.24 82 -. 23651 .00000 .00000 -1.2389 -1.7130 -2.24 82
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21.403 '.00000 161 -21.398 .21394 -14.358 -.12434 .00000 .21466 -14.358 -21.399 21.61. 19.093 162 -19.523 -.23255 -14.515 -.15390 .00000 .00000 -.23132 -14.515 -19.524 19.2!o. 17.340
0
- POSTI NODAL STRESS LISTING *****
LOAD STEP= 1 SUBSTEP= 1 TIME= 1.0000 LOAD CASE- 0 THE FOLLOWING X,'f,Z VALUES ARE IN GLOBAL COORDINATES NODE SX SY Sz SXY SYZ Sxz Si S2 S3 SINT SEQV 163 -17.772 -.4 6265 -14.373 -.19161 .00000 .00000 -.46053 -14.373 -17. 774 17. 313 15.888, 164 -16.113 -.56802 -14.033 -.254 94 .00000 .00000 -.56384 -14.033 -16. 117 15.553 14.623 165 -14.474 -.60380 -13.537 -.33068 .00000 .00000 -.59592 -13.537 -14.482 13.886 13.439 166 -12.818 -.60999 -12.915 -.40992 .00000 .00000 -.59624 -12.831 -12. 915 12.319 12.277 167 -11.120 -. 60523 -12. 186 -.48856 .00000 .00000 -.58258 -11. 142 -12. 186 11.603 11.118 168 -9.3691 -.59800 -11.361 -.56555 .00000 .00000 -.56168 -9.4054 -11. 361 10.799 9.9665 169 -7.5578 -.59131 -10.450 -.64065 .00000 .00000 -.53288 -7.6162 -10.450 9.9172 8.8475 170 -5.6804 -.58581 -9. 4585 -.71396 .00000 .00000 -.48764 -5.7786 -9.4585 8li7' 7.8106 171 -3.7328 -.58167 -8.3907 -. 78570 .00000 .00000 -.39664 -3.9179 -8.3907 7.9941 n 6.9394 k 172 -1.7115 -.58003 -7.2505 -.85620 .00000 .00000 -.11954 -2.1720 -7.2505 7. 1310 cl I 6.3583 I I 173 .38673 -.58411 -6.0416 -. 92597 .00000 . 00000 I
.94680 -1.1442 -6.04 16 6.9884 a I 6.2126 sac 174 2.5652 -.60036 6.5997
-4.7678 -.99576 .00000 .00000 2. 8524 -.88754 -4.7678 7.620: e I 175 4.8281 -.63913 -3.4337 -1. 0668 .00000 .00000 5.0288 -.83991 -3.4337 8.462a!
- II 7.5094 176 7.1797 -.71201 -2.0433 -1. 1404 .00000 .00000 7. 34 12 -.8734 9 -2.04 33 9.384'L 8.8577 I
177 9.6319 -.82992 -.59693 -1.2215 .00000 .00000 9.7727 -.59693 -.97065 10. 74 II 10.561 178 12.199 -.98475 .91443 -1.3142 .00000 .00000 12.329 .91443 -1.1145 13.44 12.552 C t 1.
0i 179 14.914 -1. 1479 2.5157 -1.4284 .00000 .00000 15. 040 2.5157 -1.2739 16.314 14.788 180 17.705. -1. 1975 4.2283 -1.5135 .00000 .00000 17.825 4.2283 -1.3179 19. 143 17.060 POST1 NODAL S TRESS LISTING ***** LOAD STEP= 1 S UBSTEP= 1 TIME= i.0000 LOAD CASE- 0 THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES NODE SX SY Sz SXY SYZ Sxz S1 S2 S3 SINT SEQV 181 21.576 -.34508 6.7522 -1.9888 .00000 .00000 -21.755 6.7522 -.52405 . 22.279 19.677 182 30.034 .27024 11. 109 -3.6593 .00000 .00000 30. 478 11. i09 -. 17304 30.651 26.850 183 36.211 _10.771 18.751 -4.7647 .00000 .00000 37. 074 18.751 9.9076 27.166 23.999 184 -.61236 .-.37472 -.61236 .00000 .00000 .00000 -.37472. -.61236 -. 61236 .23764
.23764 .00000 185 -.58139 -.48044 -.61535 -.12459 .00000 . . ; . i
-.39649 -.61535 -. 66534 .26885
.24767 .00000 186 -.48683 -.62880 -.57261 -.31447 .00000 .00000 -.23544 -.57261 -.88020
.55858 187 -.31334 -.79880 -.50164 -.48995 .00000 .00000 -. 92901E-02 -.50164 -1. 1029 1.0936
.94862 188 -.68825E-01 -1.0908 -.41997 -.55871 .00000 .00000 .17734 -.41997 -1. 3369 1.5143 1.3211 189 .15725 -1.3692 -.30870 -.63574 .00000 .00000 .38734 -.30870 -1.5993 1.9867 1.7460, 190 .33923E-01 -1.34 34 -.22564 -.78435. .00000 .00000 .38903 -.22564 -1.6985 2.087t 1.8581 191 -. 79800 -.75629 -.31499 -.87123 .00000 .00000 .94334E-01 -.31499 -1. 6486 1.743(
1.5786 192 -1.5166 .31219 -.29831 -.79913 .00000 .00000 .61218 -.29831 -1. 8166 2.4 28. 2.1252 193 -13.151 -1.6008 -3.1032 -5.1488 .00000 .00000 .36119 -3.1032 -15.113 15.474 14.065 .00000 194 -13.153 -7.3829 -5. 9419 -4.6794 .00000 -4.7706 -5.9419 -15. 765 10. 99' 10.458
-1.4246 -5.3103 -1. 6674 .00000 .00000 -1.1673 -5.3103 -12.231 11.064 195 -11.974 9.6815
.72952 -5. 3827 -1. 5351 .00000 .00000 .91594 -5.3827 -11.912 12.828 196 -11.726
- 11. 110
.80128 -6.3027 -1. 3711 .00000 .00000 .94910 -6.3027 -11.917 12. 866 197 -11.769
- 11. 172
-6. 6980 -1. 2163 .00000 .00000 .32981 -6.6980 -10.711 11.041 198 -10.576 .19416 9.6799
- POSTi NODAL STRESS LISTING *****
LOAD STEP= 1 SUBSTEP- 1 TIME- 1.0000 LOAD CASE- 0 THE FOLLOWING X,Y, Z VALUES ARE IN GLOBAL COORDINATES SY Sz SXY SYZ Sxz Si S2 S3 SINT NODE SX SEQV
-.19446 -6.7773 -1.1394 .00000 .00000 -. 55745E-01 -6.7773 -9. 5531 9. 4 974 199 -9.4144 8.4583
-6.7208 -1.1149 .00000 .00000 -.24 953 -6. 7208 -8. 6141 8. 3645 200 -8.4627 -.40087 7.5969
-.4 9223 -6.5526 -1. 1418 .00000 .00000 -.31317 -6.5526 -7.7726 7. 4595 201 -7.5936 6.9305
-6.2979 -1. 1936 .00000 .00000 -. 30488 -6.2979 -6. 9649 6*666b!
202 -6.7437 -.52613 6.3529 _.53275 -5.9718 -1.2541 .00000 .00000 -. 25325 -5. 9718 -6. 1600 5. 9068 203 -5.8805 5.8150 w
-.52927 -5.5864 -1.3170 . 00000 .00000 -. 16956 -5.3513 -5. 5864 5.4168 204 -4.9916 5.3032
-.52333 -5. 1495 -1. 3802 .00000 .00000 -. 49605E-01 -4.5446 -5. 1495 5.0999 205 -4.0709 to 4.8260
-.51776 -4.6665 -1. 4432 .00000 .00000 .12491 -3. 7585 -4. 6665 4.7914 206 -3.1158 4.4081 To 207 -2.1246 -.51314 -4.1408 -1.5058 .00000 .00000 .38896 -3. 0267 -4.1408 4.529'i Z2 4.0882 c
-1.0963 -.50964 -3.5752 -1.5684 .00000 .00000 .7 9264 -2. 3986 -3. 5752 4.3678 208 3.9145
-.50827 -2.9721 -1. 6313 .00000 .00000 1. 3799 -1.9177 -2.9721 4.352?
209 -.29514E-0 3.9323 1.0774 -. 51199 -2. 3338 -1.6955 .00000 .00000 2. 1552 -1.5898 -2.3338 4.48b' 210 4.1670
i:.
.00000 .00000 3.0872 -1.3862 -1. 6628 4.7499 211 2.2276 -. 52674 -1. 6628 -1.7624 4.6179 -.96137 -1.2778 5.4205
-. 96137 -1.8350 .00000 .00000 4 . 1428 212 3.4271 -. 56212 3.1 5.2695 -. 22994 -1.2485 6.5542
-. 22994 -1.9170 .00000 .00000 5.3057 213 4.6865 -.62935 6.1090 .534 09 -1.2937 7.8699
-. 73823 .53409 -2.0156 .00000 .00000 6.5762 214 6.0208
- 7. 1338 -1.3920 9.3726
-2.1423 .00000 .00000 7. 9805 1.3505 215 7.4622 -. 87370 1.3505 8.3464 2. 24 28 -1. 5208 11.070 2.2428 -2.3092 .00000 .00000 9.54 93 216 9.0446 -1.0161 9.7492
- POSTI NODAL S TRESS LISTING *****
LOAD STEP= 1 S UBSTEP- 1 TIME= 1.0000 LOAD CASE- 0 THE FOLLOWING X, Y,Z VALUES ARE IN GLOBAL COORDINATES SYZ SXZ S1 S2 S3 SINT NODE SX-, SY . Sz SXY SEQV -1.5139 12.816 3.2862 -2. 4582 .00000 .00000 11.302 3.2862 217 10.812 -1.0236 11.215 4.3810 -1.2020 1I;.1iV
-. 64087 4.3810 -2.7480 .00000 .00000 12.816 218 12.255 12.223 .88905 10.493 =
1.8235 4.9831 -2. 9887 .00000 .00000 11. 382 4.9831 219 10.448 9.1603 w
.00000 .00000 10. 164 5. 9340 4.1110 6.0533 0 220 7.8483 6.4270 5. 9340 -2.9421 rn 5.3787 9.7119 17.477*
25.075 12.717 -5. 6989 .00000 .00000 27.189 12. 717 221 11.826 ' to 16.185 -8.7526 22.243 0
-7.2239 3.1344 -5.6273 .00000 . 00000 13.491 3.1344 222 11.962 19.279 -. 24 318 1.9771 P
-. 24318 1.7339 .00000 .00000 .00000 1.7339 1.7339 223 1.7339 .00000 CD 1.9771 1.996! S
- 1. 7307 -. 16254 .00000 .00000 1. 7423 1.7307 -. 25426 224 1.7290 -. 24094 Si 0
1.9908 2.1891 = 1.6545 -. 38651 .00000 .00000 1.7851 1.6545 -. 40394
- pi 225 1.7146 -. 33343 . 595 2.1268 2.531
- 1. 5954 -. 62655 .00000 .00000 1.8566 1.5954 -. 67475 226 1.6906 -.50879 2.4114
- A
, .k
0 S 227 1.7215 -.79659 1.5506 -.76689 .00000 .00000 1.9366 1.5506 -1.0118 2.9484 2.7756 228 1.7050 -1.1669 1.4715 -.82107 .00000 .00000 1.9231 1.4715 -1.3851 3.3082 3.1072 229 1.3966 -1.3172 1.3505 -.61054 .00000 .00000 1.5277 1.3505 -1.4482 2.9759 2.8913 230 .98404 -.91953 1.3165 -.17272 .00000 .00000 1.3165 .99958 -.93507 2.2516 2.1110 231 .84129 -1.1929 1.1046 .67368E-01 .00000 .00000 1.1046 .84 352 -1.1952 2.2998 2.1810 232 1.6197 -.21146 11.292 4.3107 .00000 .00000 11. 292 5.1110 -3.7028 14.995 13.053 233 2.7455 -8.7274 8.1138 3.8608 .00000 .00000 8.1138 3.9237 -9.9056 18.019 16.333 234 .12073 1.2921 1.6941 -.5894 9 .00000 .00000 1.6941 1.5374 -.12456 1.8187 1.7456
*~*POSTi NODAL S TRESS LISTING *****
LOAD STEP- 1 S UBSTEP= 1 TIME- 1.0000 LOAD CASE; 0 THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES NODE SX SY SZ SXY SYZ Sxz Si S2 S3 sipf, SEQV 235 .25942 1.1250 1.4568 -1.2466 .00000 .00000 2.0119 1.4568 -.62740 2.6393 2.4101 236 .29026 .77286 1.1762 -1.8672 .00000 .00000 2.4143 1.1762 -1.3512 3.7655 3.3241 237 .41698 .11401 .86925 -1.7332 .00000 .00000 2.0053 .86925 -1.4743 3.4797 3.0734 238 .59595 -.15374 .80041 -1.5515 .00000 .00000 1.8173 .8004 1 -1.3751 3.1924 2.8247 239 .66926 -.27527 .76615 -1.5143 .00000 .00000 1.7832 .76615 -1.3892 3.1724 2.8057 240 .73257 -.33404 .76185 -1.5625 .00000 .00000 1.8503 .76185 -1.4517 3.302C 2.9144 241 .80629 -.35702 .78206 -1.6456 .00000 .00000 1.9700 .78206 -1.5207 3.490. 3.0740 242 .88902 -.36119 .81783 -1.7399 .00000 .00000 2.1127 .81783 -1.5849 3.69T 3.2498
0 .0
.86312 -1.8368 .00000 .00000 2.2654 .86312 -1.6442 3.9096 243 .97943 -.35819 3.4306
.91492 -1.9331 .00000 .00000 2. 4227 .914 92 -1.6996 4.1223 244 1.0767 -.35366 3.6127
.97177 -2.0280 .00000 .00000 2.5826 .97177 -1.7523 4.3348 245 1.1798 -.34952 3.7951 1.0329 -2. 1217 .00000 .00000 2.74 45 1.0329 -1.8027 4.5472 246 1.2878 -.34611
- 3. 9779 4.7601
-.34344 1.0978 -2.2147 .00000 .00000 2.9083 1.0978 -1. 8518 247 1.3999
- 4. 1615 1.1658 -2.3076 .00000 .00000 3.0743 1.1658 -1. 9008 4.9751 248 1.5156 -.34220 4.3473 1.2358 -2. 4021 .00000 .00000 3.24 32 1.2358 -1. 9528 5.1960
.249 1.6349 -.34448 4.5384 1.3064 -2.5014 .00000 .00000 3.4173 1.3064 -2.0135 5.4308 250 1.7585 -.35471 4.7419
-.38010 1.3762 -2.6111 .00000 .00000 3.6020 1.3762 -2.0922 5.6942 251 1.8898
- 4. 9703
-.4 3024 1.4444 -2.7395 .00000 3.8067 1.4444 -2.2016 6.0083 252 2.0353 5.2428 POST1 NODAL STRESS LISTING *
. . A, LOAD STEP= SUBSTEP 1 . 1.
TIME- 1.0000 LOAD CASE- 0 THE FOLLOWING X,Y,,Z VALUES ARE IN GLOBAL COORDINATES NODE SX SY Sz SXY SYZ sxz Si S2 S3 SEQV
-.51119 1.5126 -2.8968 .00000 .00000 4.0448 1.5126 -2.3530 6.3978 _
253 2.2030 1 - 5.5806
-.60932 1.5882 -3.0983 .00000 .00.000 4.3360 1.5882 -2.5505 6.886!. d 254 2.3949 6.0043
-.66923 1.7014 -3.3652 .00000 .00000 4.7296 1.7014 -2.7669 7.49b't -
255 2.6319 6.5319 a 1.9015 -3.6702 .00000 .00000 5.2690 1.9015 -2.9236 8. 192t C 256 2.9919 -.64653 7.1323 1.8204 -3.4912 .00000 ..00000 00000 4.84 93 1..8204 -2.8552 7.704' - 257 2.6253 -.63120
. 0000 . 8 6.7228 1.3211 2.1084 -1.8217 .00000 3.1798 2.1084 -. 464 28 3.644 258 1.3944 3.2439 .I
.N
.-Irk
.80200 2.3886 2.2413 -.50321 .00000 .00000 2.5348 2.24 13 .65586 1.8789 259 1.7507 19.769 13. 954 6.4021 .00000 .00000 21. 576 13. 954 -2.9090 24.485 260 -1.1017 21.702
-1.9409 7.2863 6.3205 .00000 .00000 7.2863 4.8820 -7.7960 15. 082 261 -.97301 14.035
-.13809 4. 1744 .00000 .00000 .00000 4.1744 4.1744 -.13809 4.3125 262 4.1744 4.3125
-.87164E-02 421802 -.11259 .00000 .00000 4.1802 4 . 1442 -.11769E-01 4.1920 263 4.1411 4.1741
-.38449E-01 3. 9823 -.31147 .00000 .00000 4.0373 3.9823 -.62251E-01 4.0995 264 4.0135 4.0723 3.7450 -.20009 3.7760 -.52727 .00000 .00000 3.8142 3.7760 -.26935 4.0836 265 4.0646 3.4705 -.45696 3.5564 -.65270 .00000 .00000 3.5761 3.5564 -.56259 4.1387 266 4.1289 3.3241 -.96221 3.2871 -.71511 .00000 .00000 3.4403 3.2871 -1.0784 4.5187 267 4.4441 3.7247 -1.5348 3.2590 -.56722 .00000 .00000 3.7852 3.2590 -1.5952 5.3804 268 5.1376
-1. 9714 3. 6118 -.29076 .00000 .00000 4.7407 3.6118 -1.9840 6.7247 269 4.7281 6.2374 270 5.4623 -.6234 6 4.6045 -.13575 .00000 .00000 5.4653 4.6045 -.62649 6.0918 5.7103 -:"',IU
- POSTi NODAL STRESS LISTING *****
LOAD STEP- 1 SUBSTEP- 1 w 1.0000 LOAD CASE- 0 *0 TIME-THE FOLLOWING X,Y,,Z VALUES ARE IN GLOB COORDINATES . two-tD SX SY SZ SXY SYZ sxz Si S2 S3 SIb IT 6 NODE SEQV Pl, 271 5.9660 -18.504 20.0313 -.64988 .00000 .00000 20.038 5.9833 -18. 521 38.5 33.800 (D 7.8987 26.451 -.32069 .00000 .00000 26. 450 8.1331 7.4600 18.s _c. 272 7.6945 18.662 0
-1.1902 .00000 .00000 11.539 8.2299 3.0448 8.4s14 M 273 11.369 3.2150 8.229!
7.4157 274 11.414 2.4488 8.389( -1.5496 .00000 .00000 11.675 8.3890 2.1886 9.48 IA 8.3435 tD
%.t
0
.12672 12.211
- 12. 338 8.3654
.00000 .00000
- 8. 3654 -1.7653 12.077 .38750 -. 19626 11. 863 275 11.667 8.4 531 10.788 .00000 .00000
- 8. 4531 - -1.4724
- 11.481 -. 10613E-01 .25202 10. 909 276 10.657 8. 34 14 -
10.627 .00000 .00000
- 8. 3414 -1.2888
.277 10.502 -. 97570E-01 8.2097 -. 29417 10.156
.00000 9.8614 9.9550 -1.2626 .00000
-. 13469 8.2097 9. 5204 278 9.7020 8.0425 -. 34424
.00000 9.1762 9.4388 -1.2995 .00000
-.16343 8.0425 8. 9129 279 8.9954 7.8359 -. 38643
.00000 8. 5265.
9.0073 -1. 3580 .00000
-. 17447 7.8359 8.3090 280 8.3145 7. 5859 -. 42778
.00000 7. 8812 8.5885 -1. 4242 .00000
-. 17603 7.5859 7. 7687 281 7.6294 7. 2297 -. 474 64
.00000 7.294 1 8.1653 -1.4920 .00000
-; 17397 , 7.2941 7.4948 282 6.9291 6. 5681 -. 53201
.00000 6.9627 7.7367 -1. 5591 .00000
-. 17133- 6. 9627 7.199I 283 6.2074 5.8963 -. 604 40
.00000 6. 5947 7.3054 -1.6250 .00000 , I.,
-. 16902 - 6. 5947 6.8899 284 5;.4609 5.2177 -. 69751
.00000 6. 1924 6;8765 -1.6900 .00000
-. 16713 6. 1924 i . . .
81974 6.5776 285 4.6873 5. 7578 4.5391 -.
.00000 6.4579 -1.7543 .00000
-. 16558 5.7578 65;27~
286 3.8850 3. 8719 -. 984 10
.00000 5.2923 6.0608 -1.8187 .00000
-. 16465 5.2923 6.0068 z 287 3.0524 3.2327 -1. 2105
.00000 4.7963 5.7005 -1. 8845 .00000
-. 16540 4.7963 288 2.1876 5.3976
*****' (D
- ' POST1 NODAL S TRESS LISTING (D 6
tD 1 S URSTEP- 1 5J1 LOAD STEP- ' CASE- 0. 1.0000 ,LOAD TIME-CD VALUES ARE IN GLOBAL COORDINATES SINT _. THE FOLLOWING X,YZ Sx.z SI S2 S3 SXY SYZ
-SY Sz 5.79f,' 3 NODE SX 2.6449 -1.5274 N,
.00000 4.2690 SEQV -1.9546 .00000
-. 17017 4.2690 5.67-1:
289 1.2876 2. 1347 -1 . 9692
.00000 3.7081 5.1790 -2.0347 .00000
-. 18299 3.7081 290 .34845 5.0769
291 -. 63514 -.20995 3.1099 -2. 1331 .00000 .00000 3.1099 1.7211 -2.5662 5.6761 5.1248 292 -1.6676 -.25608 2.4713 -2.2591 .00000 .00000 2.47 13 1.4050 -3.3286 5.8000 5.3472
.293 -2.7671 -.31534 1.7882 -2.4165 .00000 .00000 1.7882 1.1685 -4.2509 6.0391 5.7543 294 -3.9854 -.30540 1.0712 -2.6199 .00000 .00000 1.0712 1.0561 -5.3469 6.4181 6.4106 295 -5.3481 -.15845 .33170 -2.8942 .00000 .00000 1.1338 .33170 -6. 6404 7.7741 7.4057 296 -5.6526 -.24839 -.10429 -2.8050 .00000 .00000 .94433 -.10429 -6.8453 7.7896 7.3218 297 -3.7527 -2.4843 -.43492 -1.4933 .00000 .00000 -.43492 -1. 4961 -4.7409 4.3059 3.8856 298 -2.0450 3.1193 2.3344 -.93312E-01 .00000 .00000 3.1210 2. 3344 -2.04 67 5.1677 4.8228 299 -6.7460 -15. 156 10.322 -.52504 .00000 .00000 10.322 -6. 7134 -15. 189 25. 510 22.503 300 -6.5432 32.836 24.383 -.51962 .00000 .00000 32.84 3 24.383 -6.5500 39. 393 35.918 301 6.8141 -.10259 6.8141 .00000 .00000 .00000 6.8141 6.8141 -.10259 6.9167 6.9167 302 6.7735 .81959E-01 6.8268 -. 28437E-01 .00000 .00000 6.8268 6.7736 .81838E-01 6.7450 6.7185 303 6.6189 .91263E-01 6.5865 .42351 .00000 .00000 6.64 62 6.5865 .63900E-01 61 5821-6.5527 304 6.2487 -.61120E-01 6.3288 .67392 .00000 .00000 6.3288 6.3198 -. 13230 6.4611 I 6.4566 305 5.6223 -.29120 5.9491 .26399 .00000 .00000 5.9491 5.6341 - .30296 6.252u C) 6.1006 306 4.5692 -.79109 5.2043 -.61787E-01 .00000 .00000 5.2043 4.5699 -.79180 5.9961 E 5.7054 ai
- "**POSTI NODAL STRESS LISTING *****
;u en LOAD STEP- 1 SUBSTEP= 1 TIME= 1.0000 LOAD CASE- 0 Vc 0
To THE FOLLOWING XYZ VALUES ARE IN GLOBAL COORDINATES :3 NODE SX SY SZ SXY SYZ Sxz S1 S2 S3 SINT SEQV A
0
.00000 4.0683 3.0765 -1. 6847 5. 7530
-1.6642 4.0683 .31142 .00000 307 3.0561 5.3268 .00000, 3.0085 1. 3637 -2. 2189 5.2274
-2. 1612 3.0085 .45112, .00000 308 1'.3060 4 .6296 .00000 2.7888 .40909 -1. 1156 3. 9044
-. 97804 2.7888 .4 3684 .00000 309 .27152 3.4082 .00000 34.569 18.218 3. 4458 31.123 3.4493 18.218 -. 32788 .00000 310 34.565 26.'965 .00000 32. 191 19. 626 3. 1459 29.045 3.1525 19.626 .44015 .00000 311 32.'184 25.230 .00000 27.526 18.229 .3564 3 27. 170
.36091 18.229 -.- 34894 .00000 312 27'.522
- 23. 917 .00000 24.519 17.905 -. 68692E-01 24. 588
-. 68664E-01 17.905 -. 26442E-01 .00000 313 24.519 22.038 .00000 22. 627 17.849 -. 41588E-01 22.669
.'41575E-01 17.849 17203E-01 .00000 314' 22'.'627 -
- 20. 697 .00000 20.989 17. 643 -. 53327E-01 21.04 2
-. 53107E-01 17.643 -. 54247E-01 .00000 315 20;989
- 19. 585 .00000 19. 400 17.284 -. 71948E-01 19. 472
-. 70708E-01 17.284 .15540 .00000 316 19'.399 18.'505 .00000 17.798 16.7 91 -. 83148E-01 17. 881
-. 79323E-01 16.791 - .26150 .00000 317 17.794
.00000 .00000 16.269 17.399 16. 179 16. 159 -. 89810E-01
-16.'151 -. 81483E-01 16.179 .36776 318
- 16. 259 .00000 .00000 1Y."5 i
- 15. 458 14.468 -. 96641E-01 319 14.453 -. 81401E-01 15. 458 .47089
- 15. 084 .00000 .00000 14.638 12.720 -. 10619 14.744 12.694 -. 80831E-01 14.638 .56980 m 320 Ct
- 13. 885 .00000 .00000 0 13.728 10. 910 -. 12050 13. 849 321 10.870 -. 80314E-01 13.728 -. 66455 (0
- 12. 677 .00000 .00000 ao
-. 75564 12. 736 9. 04 11 -. 14247 12.878, 322 8.9785 -. 79871E-01 12.736 11.486 .00000 .00000 11. 844 11.666 7. 1167 -. 17834 CD 323 7.0178 -. 79448E-01 11. 666 -. 84361 In
- 10. 349 .00000 .00000 10.76ti 10.523 5. 1516 -. 24421 't.
324 4.9866 -. 79170E-01 10.523 -. 92912 i th 0 c5 9.3251 N
* **~ POST1 NODAL STRESS LISTING ***
- LOAD STEP= 1 SUBSTEP- 1 TIME- 1.0000 LOAD CASE= 0
.s
-A(
THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES NODE Sx SY Sz SXY SYZ Sxz Si S2 S3 SINT SEQV 325 2.8822 -.79611E-01 9.3105 -1.0133 .00000 .00000 9.3105 3.1957 -.39311 9.7037
- 8. 4980 326 .69954 -.82049E-01 8.0280 -1.0986 .00000 .00000 8.0280 1.4748 -.85728 8.8853 7.9791 327 -1.5739 -.88878E-01 6.6723 -1. 1895 .00000 .00000 6.6723 .57084 -2.2336 8.9059 7.8869 328 -3.9631 -.10369 5.2334 -1.2933 .00000 .00000 5.2334 .28963 -4.3565 9.5899 8.3064 329 -6.5100 -.13305 3.6926 -1.4183 .00000 .00000 3.6926 .16818 -6.8112 10. 504 9.2591 330 -9. 2484 -.17017 2.0377 -1.5606 .00000 .00000 2.0377 .90627E-01 -9.5092 11. 547 10.707 331 -12.204 -. 15335 .28182 -1.7211 .00000 .00000 .28182 .87633E-01 -12. 445 12. 727
- 12. 631 332 -15.458 .13023 -1.5309 -1.9446 .00000 .00000 .36916 -1.5309 -15.697 16.066 15.206 333 -19.741 -.11518 -4.0208 -2.3083 .00000 .00000 .15265 -4.0208 -20.009 20. 161 18.432 334 -24.942 -4. 6260 -8. 6006 -2.0058 .00000 .00000 -4.4298 -8.6006 -25. 138 20.708 18.970 335 -27.520 4. 1622 -6.9259 -.72174 .00000 .00000 4.1786 -6.9259 -27.536 3V';yj-27.874 336 33.017 .39537 33.017 .00000 .00000 .00000 33.017 33.017 .39537 32.621 v
- 32. 621 337 32. 638 -.42570 32.764 .10602E-01 .00000 .00000 32.764 32.638 -.42570 33.190 0
- 33. 127 M.
31.446 0a 338 32.293 1.4581 32.339 -3.0831 .00000 .00000 32.599 32.339 1.1528
*tao 31.317 339 32.007 -.24982 31. 599 -5.1164 .00000 .00000 32. 800 31. 599 -1.04 19 33.841 6 33.257 340 32.455 -.64200E-01 32.018 -3.9305 .00000 .00000 32. 923 32.018 -.53252 33.45' P
;u 33.012 341 35.539 -.35796 33. 115 -3.7509 .00000 .00000 35. 927 33. 115 -.74570 36.67: m.
U' 35.351 0 342 43. 134 -1.24 55 36. 124 -4.3479 .00000 .00000 43. 556 36.124 -1.6674 45.2: 3 42.003 &**** POSTI NODAL STRESS LISTING ****'
4" LOAD STEP- 1 SUBSTEP= 1 TIME- 1.0000 LOAD CASE= 0 THE FOLLOWING X, YZ VALUES ARE IN GLOBAL COORDINATES Sz SXY SYZ Sxz Si S2 S3 SINT NODE SX SY SEQV
- 41. 492 -5.3319 .00000 .00000 55. 547 41. 492 .26255 55. 285 343 55.028 .78166 49.769
- 33. 954 -1.1473 .00000 .00000 37.050 33. 954 -14.426 51.477 344 37.025 -14.401 50.001 31.899 -2.34 28 .00000 .00000 31.899 11.469 5.2653 26. 634 345 6.3340 10.401 24.137
-1. 3944 15.078 -4.2922 .00000 .00000 15.078 .66590E-01 -14.004 29.082 346 -12.543 25.190
.41292 20. 900 -.80313 .00000 .00000 20. 900 10. 155 .34 671 20. 553 347 10.089 17.806
-.21572 19. 440 -.59344 .00000 .00000 19. 440 9.9618 -. 25033 19. 690 348 9.9272 17.056' 92088E-02 18.464 -.72222 .00000 .00000 18.464 10.050 -.61061E-01 18. 525 349 -9.9963 -. .I.1 16'.066 .00000
- 18. 102 -.71956 .00000 18.102 11. 499 -.76717E-01 18. 179 350 11.454 -.31815E-01 15.938 .00000
- 18. 054 68139 .00000 18.054 13. 167 -.56969E-01 ii'; 'i1 351 13.132 -.21767E-01 -.
16.229 .00000
- 18. 184 65185 .00000 18. 184 14.828 -.49493E-01 18.233 352 14.800 -.20878E-01 -. .00000 1 .. 1.
16.808
- 18. 469 62808 .00000 .00000 18.4 69 16. 518 -.41745E-01 18 . 51 1 353 16.494 -.17889E-01 -.
17.617-
-.15934E-01 18.888 .60754 .00000 .00000 18.888 18. 251 -.36140E-01 18.924 354 18.230 18.614
- 19. 420 -.58956 .00000
.00000 .00000 20.025 19. 420 -.31707E-01 20.057 355 20.008 -.14362E-01 19.761 21.827 -.13182E-01 20.050 -.57399 .00000
.00000 .00000 21.842 20.050 -.28257E-01 21.871(
356 21.032" 12246E-01 20.767 -.56060 .00000 .00000 23.705 20.767 -.25497E-01 23.731 357 23.691 -. 22.406 1i450E-oi 21. 562 -.54903 .00000 25. 615 21. 562 -.23213E-01 25.63E 358' 25.603 - 23.871
-.10744E-01 22. 429 -.53887 .00000 27.574 22. 429 -.21271E-01 27. 59t 359 27.564 25.417 00
0 360 29.571 -.99902E-02 23.360 -.52971 .00000 .00000 29. 581 23. 360 -. 19473E-01 29.600 27.032
- POSTI NODAL STRESS LISTING *****
LOAD STEP- 1 SUBSTEP= 1 TIME= 1.0000 LOAD CASE- 0 THE FOLLOWING X, Y,Z VALUES ARE IN GLOBAL COORDINATES NODE SX SY Sz SXY SYZ SXz S1 S2 S3 SINT SEQV 361 31.623 .96193E-02 24.349 -.52139 .00000 .00000 31.632 24.349 -. 18211E-01 31.650 28.710 362 33.719 .84538E-02 25.393 -.51431 .00000 .00000 33.726 25.393 -. 16295E-01 33.74 3 30.444 363 35.879 .12013E-01 26. 492 -.51138 .00000 .00000 35.887 26. 492 -. 19298E-01 35.906 32.252 364 38.197 .72664E-02 27.676 -.52147 .00000 .00000 38.204 27. 676 -. 14383E-01 38.219 34.193 365 40.894 -.54140E-01 28.998 -.55785 .00000 .00000 40. 901 28. 998 -. 61738E-01 40. 963 36.497 366 43.717 .70331E-01 30.459 -.52716 .00000 .00000 43. 723 30. 459 .63965E-01 43. 659 38.768 367 44.441 .10791 31.238 -.19054 .00000 .00000 44.442 31. 238 -. 10872 4I."55%' 39.634 368 45.077 1.1961 32.339 _.4 9365 .00000 .00000 45. 082 32.339 1.1906 43. 892 39.110 m U, 369 71.699 -6.5135 38. 628 -4.5635 .00000 .00000 71. 964 38. 628 -6.7788 78. 74 3 C) 68.460 370 36.726 2.8156 32.897 -3.8596 .00000 .00000 37.160 32. 897 2. 3818 34.778 32.854 a0 371 6.3663 8.0529 25.096 -1.8388 .00000 .00000 25.096 9.2326 5.1866 19. 910 ;o 18.227 372 47.938 .39537 47. 938 .00000 .00000 .00000 47. 938 47.938 .39537 47.541 47.543 (T3 48.121 .50396 .17358 .00000 48. 121 47.871 -.50458 48. 62t n3 373 47.871 .00000
$a 48.501 0 374 48.661 1.4864 48.262 3.1407 .00000 .00000 48. 869 48.262 1.2782 47.591 47.290 375 48.396 -.22807 47.733 5.1007 .00000 .00000 48.926 47.733 -.75737 49. 68.
- 49. 097
EN-I-100 Forms Appendix Revision I ESP No.: LES200100180 lSuppNo. l 000 Rev. No. l0000 lPagelOflI FORM 19, CALCULATION COVER SHEET INITIATION (Control Doc Type - DCALC) Total Number of Pages (including attachments): 890 DCALCNo.: CA04977 Revision No.: 0001 Vendor Calculation (Check one): [D Yes D No Responsible Group: MEU Responsible Engineer: B. H. Scott CALCULATION I ENGINEERING DISC]PLINE: D Civil 5 Electrical Life Cycle Mngmt [ Instr & Controls 0 Mechanical Reliability Engrg OfNuc Engrg 5 Diesel Gen Project 5 Nuc Fuel Mngmt I [ Other:
Title:
NUTECH HORIZONTAL MODULE SYSTEM (NUHOMS) 24P ISFSI DRY SHIELDED CANISTER (DSC) STRUCTURALANALYSIS FOR DSC NUMBERS R025 AND BEYOND Unit E UNIT I 5 UNIT 2 E ISFSI Proprietary or Safeguards Calculation D YES s NO Comments: T:IIS ISAN OWNER ACCEPTANCE REVIEW OF AN ORIGINAL VENDOR CALCULATION Vendor Calc No.: HABGE-01/99-0745 REVISION No.: 2
' Vendor Name: HOPPER AND ASSOCIATES ENGINEERS Safety Class (Check one): - SR []AQ [] NSR There are assumptions that require Verification during walkdown: AIT o: NONE This calculation SUPERSEDES: .
REVIEW AND APPROVAL: Responsible Engineer: Hopper and Associates Engineers Date: 01/19/2001 Owner Acceptance Review: B. H. Scott Date: 02/27/2001 Approval: NA Date:
.:)1 t..
.25342 .00000 .00000 42. 964 38.263 .29364E-02 ,42. 961 392 38.261 .46151E-02 42.964 40.814
- 42. 105 .22352 .00000 .00000 42. 105 36. 541 .25030E-02 -42. 102 393 36.540 .38704E-02
- 39. 614
.19616 .00000 .00000 41.187 34.752 .21990E-02 -
41.185 394 34.750 .33064E-02 41. 187 38.374 ,40. 212
.28771E-02 40.214 .17115 .00000 .00000 40. 214 32.897 .19866E-02 395 32.896 37.099 :39. 189
.26481E-02 39.191 .14834 .00000 .00000 39. 191 30. 982 .19378E-02 396 30.982 35.798
- ~~** POSTI NODAL STRESS LISTING *****
LOAD STEP= I SUBSTEP= 1 TIME- 1.0000 LOAD CASE= 0 THE FOLLOWING X,Y, Z VALUES ARE IN GLOBAL COORDINATES Sz SXY SYZ Sxz Si S2 S3 SINT NODE SX SY SEQV
- 38. 120 .12748 .00000 .00000 38.120 29.012 .15964E-02 38.119 397 29.012 .21566E-02 34.479 37.005 .10783 .00000 .00000 37.005 26.989 .21897E-02 37.003 398 26.988 .26206E-02 33.150
-.11572E-02 35.840 .86157E-01 .00000 .00000 35. 840 24.892 -.14554E-02 35: 84*
399 24.891 31.813 34.598
.47643E-02 34. 603 .53307E-01 .00000 .00000 34.603 22. 631 .46387E-02 400 22.630 30.433 33.242
-.38373E-01 33.204 -. 40426E-02 .00000 .00000 33.204 19. 984 -.38374E-01 401 19.984 co 0
28.989 31.770 .71269E-02 .00000 .00000 31.770 17.207 .82181E-01 31. 688 402 17.207 .82184E-01 0 27.472 cp
.32684 .00000 .00000 30.834 16. 529 -.13687 30. 971 ID 403 16.523 -.13046 30.834 26.848 CD 30.468 .71395E-03 .00000 .00000 30. 468 15. 941 1.2071 29.261 404 15.941 1.2071 .6
.U4 25.341 32.80; p
-6.1162 19.709 -4.0780 .00000 .00000 19.709 -3.7328 -13.094 .iJ 405 -10.710 3 29.267 17.998 -1.6737 .00000 .00000 17. 998 6.2555 -22.071 40.Ob!
406 -21.972 6.1562 35.678 18.296 3.9621 00000 .00000 18.296 -2.6977 -10.623 28.91: 407 -6.7170 -6. 6034
- 25. 883
9 0 -5.4753 -15.091 31.267
.00000 16. 176
-2.3967 .00000
-14 .451 16.176 27. 089 408 -6.1153 14. 218 -5.1706
.00000 21. 918 27.739 -2. 1146 .00000
- 13. 985 21.918 9.3974 409 -4.9372 1.4135 .69271
.00000 10. 090 24.176 -.71546E-01 .00000
.69988 10. 090 8.0909 410 1.4064 7.7754 1.4358 -.31545 9.0585 .00000 .00000
- 7. 7754 -.64714E-01 1.4334 -.31306 -. 11908 6.8751 411 6.7560 1.7768 7.3729 .00000 .00000 6.7560 .21544E-01 1.7766 -.11884 .80614E-01 6.4297 412 6.5103 2.6550 6.1503 .00000 .00000 6.5103 .10205 2.6509 .84666E-01 -8.2455 7.8439 413 -.40158 -1.3913 5.6050 .00000 .00000
-8.2455 .71546E-01 414 -1.3861 -.40678 7.3989 LISTING *****
- '** POSTI NODAL STRESS 1 SUBSTEP= - 1 LOAD STEP= CASE= 0 1.0000 LOAD TIMED COORDINATES VALUES ARE IN GLOBAL SINT THE FOLLOWING X,Y, Z sxz S1 S2 S3 SXY SYZ
'SY Sz-NODE SX -1.1363 -6. 4126
.00000 -.10747 SEQV .64714E-01 .00000
-.11156 -6.4126 6.1271 415 -1.1323 -1.5242 -5.3557 m
.00000 .77 134 5.8588 .26890 .00000
.73940 -5.3557' 4.6452 O 416 -1.4923 -1.6062 -5.34 12 a
.00000 -.69605 5.3615 .43839 .00000
-1.0290 -5.34 12 144.38 ° 417 -1.2733 20.989 -7.9729
.00000 136.41 . B3 4.2636 -7.7742 .00000 135.99 20.989 38. 487- 6 425 -7.5531 -4.5978 -10. 698
.00000 27.789 132.30 -6.2948 .ooooo 26.515 -10.698 70.28'? m 426 -3.3242 -37. 813 -69; 209
.00000 1.0795 35.828' -4.8390 .00000 CD
-68. 874 -37.813 77.674 c, 427 .74473 13. 522 .i9829 Ur
.00000 78.471 60.987 -4.0895 .00000 0 78.255 13.522 32.75 3 428 1.0142 -1.0013 -1.1535
.00000 31. 600 72.157 -4.4125 .00000 30.991 -1.1535 20.98.
429 -.39270 -17.065 -21.813
.00000 .00000 -.83091 32.678 -4.7295
-20. 687 -17.065 430 -1.9574 19.057 V.
0 4 431 -.18740 40. 153 14.021 -3.0010 .00000 .00000 40. 375 14.021 -.40942 40.785 35.820 432 -.56273E-01 29. 046 10. 607 -2. 74 56 .00000 .00000 29.302 10. 607 -.31304 29. 615 25.941 433 .43370E-01 20. 870 8.0967 -2. 4938 .00000 .00000 21. 164 8.0967 -.25109 21. 4 15
- 18. 696 434 -.19913 15.321 19. 643 -1.3801 .00000 .00000 19.643 15. 443 -.32089 19. 964 18.231 435 -.79519 30.201 23. 684 -1. 4604 .00000 .00000 30.269 23. 684 -.86385 31. 133 28.419 436 -1.3805 43.131 27.092 -1.5391 .00000 .00000 43. 184 27.092 -1.4337 44.618
- 39. 137 437 -1. 0848 14 .929 30. 636 1.0330 .00000 .00000 30. 636 14.995 -1. 1512 31.788 27.530 438 -2.0163 27.848 33.862 .6794BE-01 .00000 .00000 33.862 27. 848 -2.0165 35. 878 33.281 439 -1. 6238 42. 680 38.043 1.2007 .00000 .00000 42. 712 38.043 -1.6563 44. 369 42.228
- POST1 NODAL STRESS LISTING *****
LOAD STEP= I SUBSTEP=' 1 TIME= 1.0000 LOAD CASE= 0 THE FOLLOWING X,Y, Z VALUES ARE IN GL()BAL COORDINATES %" !If NODE SX SY Sz SXY SYZ Sxz Si S2 S3 SINT I
-SEQV 440 2.0838 20.323 43.J 138 .25813 .00000 .00000 43. 138 20.327 2.0801 41.05U C-1 35.630 m 441 1.1186 42.887 48.(570 .78858E-01 .00000 .00000 48. 670 42.887 1.1184 47.551 44.940 442 -1.0950 3.1379 45.3336 .39536 .00000 .00000 45. 336 3.1745 -1. 1316 46.468 44.471 443 -.23413 56.220 60.-369 .38970 .00000 .00000 60. 369 56.223 -.23682 60.60t 58.643 444 -.95335 7.8289 52.1.95 .52411 .00000 .00000 52. 195 7.8601 -.98452 53. 17' 49.355 0 445 .29925E-0 2 51.555 64.3 337 .51605 .00000 .00000 64 . 337 51.560 -.21728E-02 64. 33' io 58.998 446 -1.0255 13.335 57.C 025 .52407 .00000 .00000 57. 025 13. 354 -1.0446 50. 07(
52.377 riJ
0 447 -.13768E- 01 46.079 65.821 .51577 .00000 .00000 65.821 46.085 -.19538E-01 65. 840 58.524 448 -1.0225 18.550 60.151 .45412 .00000 .00000 60.151 18. 560 -1.0331 61. 184 54.116 449 .18804E-'01 40.893 65.802 .44680 .00000 .00000 65.802 40.898 .13921E-01 65.788 I, 000 57.531 450 -1;0277 22. 908 61.908 .35499 .00000 .00000 61.908 22.913 -1.0329 62. 941 55.026 451 .24152E-'01 36.558 64.94 5 .34 919 .00000 .00000 64.945 36.562 .20815E-01 64.925 56.374 452 -1.0234` 26.214. 62.685 .25316 .00000 .00000 62.685 26.216 -1.0258 63. 711 55.368 453 .27231E-131 33.271 63.748 .24 896 .00000 .00000 63.748 33.273 .25366E-01 63.723 55.203 454 -1.0182 28.500 62. 818 .16345 .00000 .00000 62.818 28.501 -1. 0191 63.838 55.337 455 .25068E-(01 30.998 62.523 .16070 .00000 .00000 62.523 30. 998 .24235E-01 62. 499 54.127 456 -i.0121' 29.921 62.582 .92397E-01 .00000 .00000 62.582 29.921 -1.0124 63. 594 55.081 1 1 457 .21281E-()I 29.584 61.447 ;90803E-01 .00000 .00000 61.447 29. 584 .21002E-01 61. 426 53.209 I I POST1 NODAL STRESS LISTING LOAD STEP= 1 SUBSTEP= 1 TIME= 1.0000 LOAD CASE- 0 TIHE FOLLOWING*XY, Z VALUES-ARE ItI GLOBAL COORDINATES NODE SX 'SY ,SZ ..- - SXY. SYZ Sxz Si S2 S3 SINT SEQV 458 -1.0067 30.678 62.173 .41068E-01 .00000 .00000 62.173 30. 678 -1.0067 63.180, 54.716 459 .16852E-C)1 28.831 60.597 .40324E-01 .00000 .00000 60.597 28.831 .16795E-01 60.58t 52.485 460 -1.0022 30.969 61.726 .74245E-02 .00000 .00000 61.726 30.969 -1.0022 62. 72t 54.327 461 .12732E-CP1 28.541 59.984 .72452E-02 .00000 .00000 59.984 28.541 .12730E-01 59. 97: 51.957 462 -. 99891: 30.966 61.316 -.12021E-01 .00000 .00000 61.316 30.966 -.99892 62.31' 53.973
;U
-i.-
.. ,j
;;I, 0
.1.
0 463 .93133E-02 28. 544 59. 583 -. 11866E-01 .00000 .00000 59. 583 28. 544 .93084E-02 59. 573 51.607 464 -. 99669 30.802 60. 983 .21078E-01 .00000 .00000 60. 983 30.802 -. 99671 61.979
- 53. 682 465 .67422E-02 28.708 59.352 -. 20761E-01 .00000 .00000 59.352 28. 708 .67272E-02 59. 345 51.403 466 -. 99536 30. 572 60.735 -. 23228E-01 .00000 .00000 60. 735 30. 572 -. 99538 61.730 53.4 65 467 .49782E-02 28. 937 59.245 -. 22864E-01 .00000 .00000 59. 245 28. 937 .49601E-02 59. 240 51.308 468 -. 99470 30.336 60.568 -. 21300E-01 .00000 .00000' 60. 568 30.336 -. 99471 61. 562 53.318 469 .38931E-02 29.171 59.220 -. 20959E-01 .00000 .00000 59.220 29.171 .38780E-02 59.216 51.285 470 -. 99448 30.128 60. 467 -. 17395E-01 .00000 .00000 60. 4 67 30. 128 -. 99449 61. 461 53.229 471 .33253E-02 29.378 59. 244 -. 17112E-01 .00000 .00000 59. 244 29.378 .33153E-02 59. 24 1 51.305 472 -. 99455 29.964 60. 416 -. 12927E-01 .00000 .00000 60. 416 29. 964 -. 99455 61. 411 53.184 473 .31173E-02 29.541 59.292 -. 12714E-01 .00000 .00000 59.292 29. 541 .31118E-02 59. 289 51.346 474 -. 99475 29. 846 60.399 -. 87476E-02 .00000 .00000 60.399 29. 846 -. 99476 61.394 53.169 475 .31343E-02 29.659 59. 346 -. 86014E-02 .00000 .00000 59.346 29. 659 .31318E-02 I 3f42 51.392
- POSTi NODAL STRESS LISTING *****
LOAD STEP- 1 SUBSTEP- 1 TIME= 1.0000 LOAD CASE- 0 THE FOLLOWING X,Y, Z VALUES ARE IN GLOBAL COORDI NATES NODE SX SY Sz SXY SYZ Sxz Si S2 S3 SINT SEQV 476 -. 99501 29.768 60.404 -. 52857E-02 .00000 .00000 60. 404 29.768 -. 99501 61.39t 53.173 477 .32725E-02 29.736 59.396 -. 51957E-02 .00000 .00000 59. 396 29.736 .32716E-02 59. 3J. 51.435 478 -. 99526 29.724 60.419 -. 26802E-02 .00000 .00000 60. 419 29.724 -. 99526 61.41. 53.186
t 4 479 .34587E-02 29.780 -59.437 -.26330E-02 .00000 .00000 59.437 29.780 .34585E-02 59. 434 51.471 480 -.99548 29.703 60.4 38 -. 89272E-03 .00000 .00000 60.438 29.703 -.99548 61.4 34 53.203 481 .36464E-02 29.801 59. 468 -. 87530E-03 .00000 .00000 59. 468 29. 801 .36463E-02 59.465 51A.498 482 -.99564 29. 698 60.457 .20702E-03 .00000 .00000 60.4 57 29.698 -.99564 61. 453 53.219 483 .38097E-02 29.806 59.490 .20576E-03 .00000 .00000 59. 490 29.806 .38097E-02 59.486 51.516 484 -.99576 29.703 60.473 .78251E-03 .00000 .00000 60.473 29.703 -.99576 61. 469 53.234 485 .39378E-02 29.801 59.503 .77117E-03 .00000 .00000 59.503 29.801 .39378E-02 59. 499 51.527 486 _.99583 29.712 60. 485 .99350E-03 .. 00000 .00000 60.485 29.712 -.99583 61.481 53.244 487 .40295E-02 29.792 59.510 .97815E-03 .00000 .00000 59. 510 29.792 .40295E-02 59.506 51.533 488 _.99587 29.722 60;494 .97638E-03 .00000 .00000 60. 4 94 29.722 -. 99587 61. 490 53.252 489 .40890E-02 29.782 59.512 ;96088E-03 .00000 .00000 59.512 29.782 .40890E-02 59. 508 51.535 490 -.99589 29.732 60.500 .83642E-03 .00000 .00000 60.500 29.732 -.99589 61. 496 53.257 491 .41228E-02 29.772 59.512 .82291E-03 .00000 .00000 59. 512 29.772 .41228E-02 51.535 492 -.99589 29.740 60.503 .64781E-03 .00000 .00000 60.503 29.740 -.99589 61. 499 53.259 493 .41381E-02 29. 764 59.510 .63720E-03 .00000 .00000 59. 510 29. 764 .4138 lE-02 59.-506 51.534
- POST1-NODAL STRESS LISTING *****
. . .~ .
LOAD STEP= 1 SUBSTEP= 1 TIME- - 1.0000 LOAD CASE= O0 THE FOLLOWING XY,Z VALUES ARE IN GLOBAL COORDINATES., NODE SX SY' SZ SXY SYZ Sxz Si S2 S3 SINT SEQV 494 -.99588 29.746 60. 504 .45774E-03 .00000 .00000 60. 504 29. 74 6 -.99588 61. Soit 53.261
495 .41411E-02 29.758 59.508 .4S014E-03 .00000 .00000 59.508 29.758 .41411E-02 59. 504 51.532 496 -.99587 29.750 60.504 .29228E-03 .00000 .00000 60.504 29. 750 -. 99587 61. 500 53.261 497 .41370E-02 29.754 59.505 .28734E-03 .00000 .00000 59.505 29. 754 .41370E-02 59. 501 51.530 498 -.99586 29.753 60.504 .16245E-03 .00000 .00000 60.504 29.753 -.99586 61. 500
- 53. 260 499 .41295E-02 29. 752 59.504 .15963E-03 .00000 .00000 59. 504 29.752 .41295E-02 59.499 51.528 500 -.99585 29.754 60.503 .69514E-04 .00000 .00000 60.503 29.754 -.99585 61. 499 53.260 501 .41212E-02 29.750 59.502 .68243E-04 .00000 .00000 59.502 29.750 .41212E-02 59.498
- 51. 527 502 -.99584 29.754 60.502 .92488E-05 .00000 .00000 60.502 29.754 -.99584 61.498 53.259 503 .41136E-02 29.750 59.501 .89918E-05 .00000 .00000 59.501 29. 750 .41136E-02 59. 497 51.526 504 -.99584 29.754 60.501 .25041E-04 .00000 .00000 60.501 29.754 -.99584 61.4 97 53.258 505 .41073E-02 29.750 59.500 .24708E-04 .00000 .00000 59.500 29.750 .41073E-02 59. 496
- 51. 525 506 -.99583 29.754 60.501 .40500E-04 .00000 .00000 60.501 29.754 -.99583 61.497
- 53. 258 507 .41027E-02 29.750 59.500 .39887E-04 .00000 .00000 59.500 29.750 .41027E-02 !5 A9V' 51.525 508 -.99583 29.754 60.500 43563E-04 .00000 .00000 60.500 29.754 -.99583 161.496 53.257 509 .40995E-02 29.751 59.500 .42878E-04 .00000 .00000 59.500 29.751 .40995E-02 !59.495 O 51.525 510 -.99583 29.753 60.500 39417E-04 .00000 .00000 60.500 29.753 -.99583 i 61.496 53.257 511 .40976E-02 29.751 59.500 -.38785E-04 .00000 .00000 59.500 29.751 .40976E-02 c 59.49:.
51.525 514
- POST1 NODAL STRESS LISTING **'** t%39.
CD LOAD STEP= 1 SUBSTEP' 1 0 TIME- 1.0000 LOAD CASE= 0 THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES
9 NODE Sx SY Sz SXY SYz sxz SI S2 S3 SINT SEQV 512 -. 99583 29.753 60.500 -. 31872E-04 .00000 .00000 60.500 29. 753 -. 99583 61.496 53.257 513 ..40966E-02 29.751 59.500 -. 31354E-04 .00000 .00000 59.500 29.751 .40966E-02 59. 495 51.525 514 -.99583 29.752 60.500 -. 23472E-04 .00000 .00000 60.500 29.752 -. 99583 61.4 96 53 .257 515 .40962E-02 .29.752 59.500 -. 23085E-04 .00000 .00000 59.500 29.752 .40962E-02 59.4 96
. 1
- 2. 75 51.525 516 _.99583 29.752 60.500 -. 15727E-04 .00000 .00000 60.500 29.752 -. 99583 61.496 53.257 517 ,40963E-02 29.752 59. 500 -. 15463E-04 .00000 .00000 59.500 29.752 .40963E-02 59. 496 51.525 518 -. 99583 29.752 60.500 -. 93751E-05 .00000 .00000 60.500 29.752 -. 99583 61.496 53.257 519 ,40966E-02 29.752 59.500 -. 92150E-05 .00000 .00000 59.500 29. 752 .40966E-02 59.4 96 51.525 520 -. 99583, 29.752 60.500 -. 46380E-05 .00000 .00000 60.500 29.752 -. 99583 61. 496
- -53.257 52i .40969E-02 29.752 59.500 -. 45558E-05 .00000 .00000 59. 500 29.752 , . 40969E-02 59. 496 51.525 522 -. 99583 29.752 60 500 -. 14196E-05 .00000 .00000 60.500 29. 752 -. 99583 61. 496 53.257 523 .40973E-02 29.752 59.500 -. 13912E-05 .00000 .00000 59.500 29.752 .40973E-02 51.525 524 -. 99583 29. 752 60.500 .00000 .00000 .00000 60.500 29.752 -. 99583 61.496 I 53.257 525 . 40976E-02 29.752 59.500 .00000 .00000 .00000 59.500 29. 752 .40976E-02 59.49b C 51.525 526 -. 99583 29.752 60.500 ,15361-05 .00000 .00000 60.500 29.752 -. 99583 61.4 96 53.257 29.752 to 527 .40978E-02 29.752 59.500 .15136E-05 .00000 .00000 59.500 29.752 .40978E-02 59.49% 6 51.525 AN 528 - .99583 29. 752 60.500 18795E-05 .00000 .00000 60.500 29.752 -. 99583 61.49t P 53.257 ;o CD 529 .40980E-02 29. 752 59. 500 18504E-05 .00000 .00000 59.500 29.752 .40980E-02 59.49i <.
(ft 51.525 0
- POSTI NODAL STRESS LISTING LOAD STEP= 1 SUBSTEP= 1 N
4
.1 i.
0 46 -31.538 -5.2729 -29.780 5. 6847 .00000 .00000 -4.0954 -29. 780 -32. 716 28. 621 27.271 47 -36.317 .42338 -30.078 6.4403 .00000 .00000 1.5196 -30.078 -37.4 13 38.933
- 35. 833 48 -39.629 1.8601 -31.714 2. 6087 .00000 .00000 2.0234 -31. 714 -39. 792 41.816
- 38. 4 19 49 -40.769 -.89191 -34.023 -.14708 .00000 .00000 -. 89136 -34.023 -40.770 39. 879 41
- 36. 970 50 -39.679 -.67751 -34 .343 -.87555 .00000 .00000 -.65786 -34.343 -39. 699 39.04 1
- 36. 658 51 -38.458 -.71455 -34.541 -1.3642 ..00000 .00000 -.66531 -34.541 -38. 507 37.842 36.023 52 -36.454 -.86279 -34.299 -1.6533 .00000 .00000 -. 78616 -34.299 -36.531 35. 745 34.683 53 -34.361 -.88371 -33.811 -1.8080 .00000 .00000 -.78635 -33. 811 -34. 458 33. 672 33.353 54 -32.142 -.90162 -33. 131 -1.9036 .00000 .00000 -. 78605 -32.257 -33. 131 32. 345
- 31. 917 POSTi NODAL STRESS LISTING *****
LOAD STEP= 1 SUBSTEP- 1 TIME- 1.0000 LOAD CASE- 0 THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES NODE SX SY Sz SXY SYZ Sxz S1 S2 S3 SINT 3 SEQV 55 -29.866 -.90349 -32.306 -1.9830 .00000 .00000 -.76836 -30.001 -32. 306 31. 530 c 30.451 Uc 56 -27.529 -.90270 -31.359 -2.0609 .00000 .00000 -.744 14 -27. 688 -31. 359 28.954 ID tp 57 -25.121 -.90054 -30.302 -2.1428 .00000 .00000 -.71242 -25.309 -30. 302 29.589 d3 me 27.436 I 58 -22.628 -.89856 -29.144 -2.2298 .00000 .00000 -.67211 -22. 855 -29.144 28.471
- 25.906 59 -20.040 -.89692 -27.889 -2.3212 .00000 .00000 -.61948 -20. 317 -27. 889 27.26' 24.382 D 60 -17.347 -.89571 -26.541 -2.4160 .00000 .00000 -.54824 -17. 694 -26. 541 25.9s -
22.890 61 -14.543 -.89536 -25.104 -2.5127 .00000 .00000 -.44744 -14.991 -25. 104 24. 6!. 21.468 VW
.00000 -. 29650 -12.228 -23.581 23.284
-11.627 - .89695 -23.581 -2. 6084 .00000 62 20.167 -. 51822E-01 -9.4542 -21. 976 21.924
-21.976 -2. 6969 .00000 .00000 63 -8.6037 -. 90231 .00 . ,1 .I 19.050 .38717 -6.7928 -20.299 20. 686
-20.299 -2. 7675 .00000 .00000-64 -5.4895 -. 91613 18.191 1. 2568 -4.5184 -18. 564 19. 821
-. 93656 -18.564 -2.8029 .00000 .00000 65 -2.3251 17.656 2. 8600 -2. 9982 -16.796 19. 656
-16.796 -2.7824 .00000 .00000 66 .84629 -. 98455 17.479 5. 0243 -2. 1869 -15.038 20. 062
-1.0097 -15.038 -2.6653 .00000 .00000 67 3.8470
- 17. 601 7. 64 99 -1. 8724 -13.268 20. 918
-1. 1595 -13.268 -2.5060 .00000 .00000 68 6.9370
- 18. 140 9. 24 31 -1. 3975 -11.728 20. 971
-. 88193 -11.728 -2. 2848 .00000 .00000 69 8.7276 18.162 13. 744 -. 9794 6 -9. 4008 23. 144
-9.4008 -2.1480 .00000 .00000 70 13.423 -. 65912 20.290 12.973 -6. 3028 -10.118 23.090
-6.0919 -10.118 -2. 0051 .00000 .00000 71 12.762 21.439 -1. 5390 -3.7991 31. 207
-3.7991 9. 3406 .00000 .00000 27. 408 72 1.8785 -23. 991
- 30. 141'
.. t'
- * ***POST1 NODAL SVTRESS LISTING ***** I1 LOAD STEP= 1 St JBSTEP= 1 x TIME- 1. 0000 LOAD CASE' 0.
w 0 THE FOLLOWING X,Y.Z VALUES ARE IN GLOBAL COORDINATES To Sxz S1 S2 S3 SINT?* NODE - SX SY SZ SXY SEQV -12. 4 42 42. 93b (11
-6.1895 17.175 .00000 .00000 30.4 96 -6.1895 73 -3.8537 21.908 I 40.178 -27.305 31.32ti
-18.551, 13.897 .00000 .00000 4.0201 -18.551 74 -4.4176 -18.867 In 27.994 -18.445 -18. 445 17.74: :e
-. 70247 -18.445 .00000 .00000 .00000 -. 70247 75 -18.445 0K3 17.742 -18.325 -18. 536 17.53t
-1.0657, -18.325 -1.0634 .00000 .00000 -1. 0010 76 -18.471 18. 226 17.430 - 18.226 -18. 457 17. 5:i
-1.0100 -18.226 -1.2460 .00000 .00000 -. 92098 77 -18.368 -. ;.
17.422 0i
9 78 -18.381 -.97306 -18.295 -.4064 8 .00000 .00000 -.96358 -18. 295 -18. 391 17. 427 17.380 79 -18.380 -1.2017 -18. 403 -.20076 .00000 .00000 -1. 1994 -18.383 -18.403 17.204
- 17. 193
-1.2093 -18. 430 .14515 .00000 .00000 -1.2080 -18. 430 -18. 430 17.222 80 -18.429 17.222 81 -18.870 -1.3602 -18. 619 .43333 .00000 .00000 -1.3495 -18. 619 -18.881 17.531
- 17. 402 82 -15.577 -2.4565 -18.066 .44110 .00000 .00000 -2. 44 16 -15. 592 -18.066 15. 624 14.546 83 -7.6214 -12.215 -17.798 3.4917 .00000 .00000 -5.7389 -14.098 -17. 798 12. 059 10.700 84 -4.9735 4.1301 -10.767 3.9303 .00000 .00000 5.5922 -6. 4355 -10.767 16. 359 14.680
-1.3921 1.2214 -10.024 1.0229 .00000 . 00000 1.5741 -1.7449 -10. 024 11. 598 85 10.346 86 3.5412 -.37204 -7.2972 -.11655 .00000 .00000 3. 54 47 -.37551 -7.2972 10. 842 9.5085 87 1.6706 -.33068 -6.7017 -1.0384- .00000 .00000 2.1120 -.77214 -6.7017 8.8137 7.7833 88 *.74454 -.52809 -6. 1696 -1.6481 .00000 .00000 1.8749 -1. 6585 -6.1696 8.0445 6.9839 89 -.31152 -.71141 -5.8934 -1. 9384 .00000 .00000 1.4372 -2. 4602 -5.8 934 7.3306 6.3528 90 -1.3380 _.77548 -5.7393 -2.1018 .00000 .00000 1.0638 -3.1773 -5.7393 6e80 3'o 5.9512 X
POST1 NODAL STRESS LISTING ***** Ca LOAD STEP= 1 SUBSTEP- 1 TIME- 1.0000 LOAD CASE= 0 CD THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES NODE SX SY SZ SXY SYZ Sxz S1 S2 S3 SINTr - CD SEQV 91 -2.3531 -.79849 -5.7039 -2.1995 .00000 .00000 .75699 -3. 9086 -5.7039 6.460' a. 5.7764 92 -3.3336 -.80370 -5.7577 -2.2778 .00000 .00000 .53681 -4. 6741 -5.7577 6.2941i 5.8288 93 -4.2972 -.80134 -5.8880 -2.3546 .00000 .00000 .38318 -5.4 817 -5.8880 6.271: 6.0782
0 0 TIME= 1.0000 LOAD CASE= 0 THE FOLLOWING X, Y, Z VALUES ARE IN GLOBAL COORDINATES NODE SX SY Sz SXY SYZ Sxz Si S2 S3 SINT SEQV 530 '-.99583 29.752 60.500 .18165E-05 .00000 .00000 60. 500 29. 752 -. 99583 61.496 53.257 531 .40981E-02 29. 752 59.500 .17876E-05 .00000 .00000 59.500 29.752 .40981E-02 59. 496 51.525 532 -. 99583 29.752 60.500 .15391E-05 .00000 .00000 60. 500 29.752 -. 99583 61. 496 53.251 533 .40981E-02 29.752 59. 500 .15142E-05 .00000 .00000 59.500 29.752 .40981E-02 59. 496 51.525 534 -. 99583 29.752 60.500 11811E-05 .00000 .00000 60.500 29.752 -. 99583 61.496 53.257 .0 0 . 535 .40982E-02 29.752 59.500 .11617E-05 .00000 .00000 59.500 29.752 .40982E-02 59. 496 51.525 536 -. 99583 29.752 60.500 .82681E-06 .00000 .00000 60.500 29.752 -. 99583 61. 496 53.257 I t 537 .40982E-02 29.752 59. 500 .81307E-06 .00000 59.500 29.752 .40982E-02 59. 496 51.525 .00000.
.00000 -.0000 538 -. 99583 29. 752 60.500 .00000 .00000 .00000 60.500 29. 7 2 -. 99583 61.'496 53.257 539 .40982E-02 29.752 59.500 .00000 .00000 .00000 59. 500 29.752 .40982E-02 51.525 540 -. 99583 29.752 60.500 .00000 .00000 .00000 60.500 29.752 -. 99583 61. 496 53.257 .00000 .0000 541 .40981E-02 29.752 59.500 .00000 .00000 .00000 59.500 29. 752 .4098 1E-02 59.496 l 51.525 542 -. 99583 29.752 60.500 .00000 .00000 .00000 60.500 29. 752 -. 99583 61.496 53.257 543 .40981E-02 29. 752 59. 500 .00000 .00000 .00000 59.500 29.752 .40981E-02 59.49t 51.525 544 -. 99583 29.752 60..500 .00000 .00000 .00000 60.500 29. 752 -. 99583 61.491 .
53.257 .00000 545 .40981E-02 29.752 59.500 .00000 .00000 59.500 29. 752 .40981E-02 59.4-9' 51.525 .00000 "3 546 -. 99583 29.752 60.500 .00000 .00000 60.500 29. 752 -. 99583 61.49i t 53.257 .00000 547 .40981E-02 29.752 59.500 .00000 59. 500 29. 752 .4098 1E-02 59.49' 51.525 i
. i
- POST1 NODAL STRESS LISTING *****
LOAD STEP= 1 SUBSTEP- 1 TIME= 1.0000 LOAD CASE= 0 THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES
. II NODE SX SY Sz SXY SYZ Sxz S1 S2 S3 SINT SEQV 548 -.99583 29.752 60.500 .00000 .00000 .00000 60.500 29. 752 -.99583 61.496 53.257 549 .40981E-02 29.752 59.500 .00000 .00000 .00000 59.500 29. 752 .40981E-02 59. 496 51.525 550 -. 99583 29.752 60.500 .00000 .00000 .00000 60.500 29.752 -.99583 61.496 53.257 551 .40981E-02 29.752 59.500 .00000 .00000 .00000 59.500 29. 752 .40981E-02 59. 496 51.525
-.99583 29.752 60.500 .00000 .00000 .00000 60. 500 29.752 -.99583 61. 4 96 552 53.257
.40981E-02 29.752 59.500 .00000 .00000 .00000 59.500 29. 752 .40981E-02 59.496 553 51.525
-.99583 29.752 60.500 .00000 .00000 .00000 60.500 29. 752 -.99583 61. 496 554 53.257 555 .40981E-02 29.752 59.500 .00000 .00000 .00000 59.500 29.7 52 .40981E-02 39 .4" 51.525 29.752 60.500 .00000 .00000 .00000 60.500 29. 752 -.99583 61. 4 96 556 -. 99583 X 53.257
.40981E-02 29.752 59.500 .00000 .00000 .00000 59.500 29. 752 .40981E-02 59.4t9b Ca) 557 a
51.525 0 558 -.99583 29.752 60.500 .00000 .00000 .00000 60.500 29. 752 -. 99583 61.496 53.257 erp 559 .40981E-02 29.752 59.500 .00000 .00000 .00000 59.500 29. 752 .40981E-02 59.49t 51.525 560 -.99583 29.752 60.500 .00000 .00000 .00000 60. 500 29.752 -.99583 61. 49t 53.25s7 CD 561 .40981E-02 29.752 59.500 .00000 .00000 .00000 59.500 29. 752 .4098lE-02 59.49t V' 51.525 5
- 29. 752 60. 500 .00000 .00000 .00000 60.500 29. 752 -.99583 61. 4Y 562 -. 99583 53.257
.40981E-02 29. 752 59.500 .00000 .00000 .00000 59. 500 29. 752 .40981E-02 59. 49' 563 51.525 ZN
6, . M.. 564 -.99583 29.752 60.500 .00000 .00000 .00000 60.500 29.752 -.99583 61.496 53.257 565 :.40981E-02 29.752 59.500 .00000 .00000 .00000 59..500 29. 752 .40981E-02 59. 496 51.525'
- POSTI NODAL STRESS LI,STING *****
LOAD STEP=' ' 1 SUBSTEP-" 1 TIME- 1.'0000 LOAD CCASE- 0 THlE FOLLOWING X,Y,Z VALUES . LRE IN GLOBAL COORDINATES NODE SX SY Sz SXY SYZ Sxz S1 S2 S3 SINT SEQV 566 -.99583 29.752 60.500 .00000 .00000 .00000 60.500 29.752 -.99583 61.496 53.'257 567 .40981E-02 29.752 59.500 .00000 .00000 .00000 59.500 29.752 .40981E-02 59.496 51.525 568' -. 995'83 29. 752 60.500 .00000 . 00000 .00000 60.500 29.752 -.99583' 61.496 53.257 .00000 * .00 00 569 i40981E-02 29.752 59. 500 .00000 .00000 59. 500 29.752 .4098 E-02 59.496 51.525 - .00000 570 -.99583 29.752 60.500 .00000 .00000 60.500 29. 752 -.99583 61. 496 53.2570 .00000 571 .40981E-02 29.752 59.500 .00000 .00000 59.500 29. 752 .40981E-02 51.525 .00000 572 -.99583 29.752 60.500 .00000 .00000 60.500 29.752 -.99583 61.496 x 1 53'.257 .00000 573 .40981E-02 29.752 59. 500 .00000 .00000 59.500 29.752 .40981E-02 59.49 b C 51.525 .00000 m 574 -.99583 29.752 60.500 .00000 .00000 60.500 29.752 -.99583 61.496 " 53.257 .00000 CD 575 .40981E-02 29. 7 52. 59.500 .00000 .00000 .00000 59.500 29.752 .40981E-02 59.49L 8 51.525 .00000 576 -.'99583 29.752 60.500 .00000 .00000 60.500 29.752 -.99583 61.49t . 53.257; - .ooooo m CD 577 .'40981E-02 29.752 59.500 .00000 .00000 .00000 59. 500 29.752 .40981E-02 59.49t 51.'525 0 578 -.99583 29.752 60.500 .00000 .00000 .00000 60.500 29. 752 -. 99583 61.49' 53.257 579 .40981E-02 29. 752 59.500 .00000 59..500 29. 752 .40981E-02 59. 4 9 51.525
580 -.99583 29. 752 60.500 .00000 .00000 .00000 60.500 29.752 -. 99583 61. 496 53.257 581 .40981E-02 29.752 59.500 .00000 .00000 .00000 59. 500 29. 752 .40981E-02 59. 496 51.525 582 -.99583 29. 752 60.500 .00000 .00000 .00000 60. 500 29.752 -.99583 61. 496 53.257 583 .40981E-02 29.752 59.500 .00000 .00000 .00000 59. 500 29. 752 .40981E-02 59. 496 51.525
- POSTI NODAL S'rRESS LISTING *****
LOAD STEP- 1 StJBSTEP- 1 TIME- 1.0000, LOAD CASE- 0 THE FOLLOWING XYZ VALUES ARE IN GLOBAL COORDINATES NODE SX SY Sz SXY SYZ Sxz Si S2 S3 SINT SEQV 584 -.99583 29.752 60.500 .00000 .00000 .00000 60. 500 29.752 -.99583 61. 496 53.257 585 .40981E-02 29.752 59.500 .00000 .00000 .00000 59.500 29.752 .40981E-02 59. 496 51.525 586 -.99583 29.752 60.500 .00000 .00000 .00000 60.500 29.752 -.99583 61. 496 53.257 587 .40981E-02 29.752 59.500 .00000 .00000 .00000 59.500 29.752 .40981E-02 51.525 588 -.99583 29.752 60.500 .00000 .00000 .00000 60.500 29. 752 -.99583 61.4 96 53.257 w 589 .40981E-02 29.752 59.500 .00000 .00000 .00000 59.500 29.752 .40981E-02 59. 49b 51.525 590 -.99583 29.752 60.500 .00000 .00000 .00000 60. 500 29. 752 -.99583 61. 496 53.257 591 .40981E-02 29. 752 59.500 .00000 .00000 .00000 59. 500 29.752 .40981E-02 59.49t 51.525 Zon CD 592 -.99583 29. 752 60.500 .00000 .00000 .00000 60.500 29.752 -.99583 61. 49t 53.257 en 593 .40981E-02 29.752 59.500 .00000 .00000 .00000 59. 500 29. 752 .40981E-02 59. 49t
;o 51.525 Ur 594 -. 99583 29. 752 60.500 .00000 .00000 .00000 60. 500 29. 752 -.99583 61.49t 0
- 53. 257 595 .40981E-02 29.752 59.500 .00000 .00000 .00000 59. 500 29.752 .40981E-02 59.4'i 51.525
0 596 -.99583 29.752 60.500 .00000 .00000 .00000 60.500 29. 752 -. 99583 61. 496 53.257
.40981E-02 29.752 59.500 .00000 .00000 . 00000 59.500 29.752 .40981E-02 59. 496 597 .00000 51.525 598 -.99583 29.752 60.500 .00000 .00000 .00000 60.500 29.752 -.99583 61. 496 53.257
.40981E-02 29.752 59.500 .00000 .00000 .00000 59.500 29. 752 .40981E-02 59.496 599 51.525
-.99583:- 29. 752 60.500 .00000 .00000 .00000 60.500 29.752 -.99583 61.496 600 53.257 29.752 59.500 .00000 ,.00000 .00000 59.500 29.752 .40981E-02 59. 496 601 -.40981E-02 51.525 POST1 NODAL SITRESS LISTING *****
LOAD STEP-:.' 1 SuIBSTEP" 1 - TIME= 1.0000 LOAD CASE- 0 THE FOLLOWING X,YZ VALUES ARE IN GLOBAL COORDINATES SX - Sz SXY SYZ Sxz Si S2 S3 SINT NODE .SY.(-e~'
. SEQV 29. 52 , ,
602 -.99583 29.752 60.500 .00000 .00000 .00000 60.500 29.752 -. 99583 61. 496 53.257-603 .40981E-'02 29.752 59.500 .00000 .00000 .00000 59.500 29.752 .40981E-02 5'9"; 4 9' 51.525 604 -.99583 60. 500 .00000 .00000 .00000 60.500 29.752 -.99583 61. 496
- 29.752
'000 .
53.257 29.752 59.500 .00000 .00000 .00000 59.500 29.752 .40981E-02 59.49b t 605 . 40981E-402 51.-525 60.500 .00000 .00000 .00000 60. 500 29. 752 -. 99583 61.496 606 -. 99583 29.752 53.257 . 63 607 .40981E-102 29.752 59. 500 .00000 .00000 .00000 59. 500 29.752 .40981E-02 59. 49t, '
.00 .
51.525 608 -.99583 29.752 60.500 .00000 .00000 .00000 60. 500 29.752 -.99583 61.49t P 53.257
.40981E-()2 29.752 59. 500 .00000 .00000 .00000 59. 500 29.752 .40981E-02 59.49( (<
609 51.525 .00000 9. 7 0 610 -. 99583 29.752 60.500 .00000 .00000 60.500 29.752 -.99583 61.491 3
*53.257 .00000 29.752 29.752 59.500 .00000 .00000 59. 500 .40981E-02 59. 44 611 .40981E-(02 51.525 rtv I
%i~
612 -.99583 29.752 60.500 .00000 .00000 .00000 60.500 29. 752 -.99583 61.496 53.257 613 .40981E-02 29.752 59.500 .00000 .00000 .00000 59. 500 29.752 .40981E-02 59.496 51.525 614 -.99583 29.752 60.500 .00000 .00000 .00000 60.500 29.752 -.99583 61. 496 53.257 615 .40981E-02 29. 752 59.500 .00000 .00000 .00000 59.500 29. 752 .40981E-02 59. 496 51.525 29. 752 616 -.99583 29.752 60.500 .00000 .00000 .00000 60.500 29.752 -.99583 61. 496 53.257 617 .40981E-02 29.752 59.500 .00000 .00000 .00000 59.500 29.752 .40981E-02 59.496 51.525 618 -.99583 29.752 60.500 .00000 .00000 .00000 60. 500 29.752 -.99583 61.496 53.257 619 .40981E-02 29.752 59.500 .00000 .00000 .00000 59.500 29.752 .40981E-02 59. 496 51.525
- POSTi NODAL SI'RESS LISTING *****
LOAD STEP= 1 SLIBSTEP- 1 TIME= 1.0000 LOAD CASE- 0 THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES NODE SX SY Sz SXY SYZ Sxz SI S2 S3 SINT'j SEQV 620 -.99583 29.752 60.500 .00000 .00000 .00000 60.500 29.752 -. 99583 61. 496 I 53.257 621 .40981E-02 29.752 59.500 .00000 .00000 .00000 59.500 29.752 .40981E-02 59.496 0 51.525 ID 622 -.99583 29.752 60.500 .00000 .00000 .00000 60.500 29.752 -. 99583 61. 496 nl 53.257 623 .40981E-02 29.752 59.500 .00000 .00000 .00000 59. 500 29.752 .40981E-02 59.496 2 51.525 624 -.99583 29.752 60.500 .00000 .00000 .00000 60. 500 29. 752 -. 99583 61. 49t 53.257 ;n CD 625 .40981E-02 29.752 59.500 .00000 .00000 .00000 59. 500 29.752 .40981E-02 59. 49b 51.525 c3 0 626 -.99583 29.752 60.500 .00000 .00000 .00000 60.500 29. 752 -.99583 61. 49c K3 53.257 627 .40981E-02 29.752 59.500 .00000 .00000 .00000 59. 500 29.752 .40981E-02 59.49t b5.525 t
.00000 .00000 60.500 29.752 - .99583 61. 496 628 -. 99583 29.752 60. 500 .00000 53.257, .00000 59. 500 29.752 .40981E-02 59.496 29.752 59.500 .00000 .00000 .00000 629 .40981E-1 51.525 .00000 60.500 29.752 -.99583 61. 496 29.752 60.500 .00000 .00000 630 -. 99583 53.257 59.500 29.752 .40981E-02 59. 496 .
29.752 59.500 .00000 .00000 .00000 631 .40981E-1 .. 51.525 60.500 29.752 -. 99583 61. 496
- 29. 7,52 60.500 .00000 .00000 .00000 632 -. 99583 53.257, 59.500 29.752 .40981E-02 59. 496 29.752 59.500 .00000 .00000 .00000 633 .40981E-(
51.525 60. 500 29. 752 -. 99583 61. 496 29.752 60.500 .00000 .00000 .00000 634 -. 99583 53.257 59. 500 29.752 .40981E-02 59.496 29.752 59.500 .00000 .00000 .00000 635 .40981E-C 51.525 60.500 29.752 -. 99583 61. 496 29.752 60.500 .00000 .00000 .00000 636 -. 99583 53.257 ,, 59.500 29. 752 .409BIE-02 59. 496 29.752 59.500 .00000 .00000 .00000 637 .4098IE-C , . 51.525-POSTl NODAL STRESS LISTING ***i LOAD STEP= I SUBSTEP- 1 y,
- 1.
TIME= 1.0000 LOAb CASE- 0 X THE FOLLOWING XY,Z VALUES.ARE IN GLOBAL COORDINATES w SINT C} SZ. SXY . SYZ Sxz Si S2 S3 cl NODE SX SY 0 SEQV 29.752 -.99583 61.496
- 60. 500 .00000 .00000 .00000 60.500 ;B 638 -. 99583 ' 29.752 tO 53.257 29. 752 .40981E-02 59.496 29.752 59.500 .00000 .00000 .00000 59.500 639 .40981E-02 C5 51.525 29. 752 -.99583 61.4 9t.
29.752 60.500 .00000 .00000 .00000 60.500 640 -. 99583 53.257 29.752 .40981E-02 59.49i 29.752 59.500 .00000. .00000 .00000 59.500 641 .40981E-02 0 51.525 29.752 -.99583 61. 49 '.
- 29. 752 60.500 .00000 .00000 .00000 60. 500 642 -. 99583 53.257 29.752 .40981E-02 59. 49#
29.752 59.500 .00000 .00000 .00000 59. 500 643 .40981E-02 II, 51.525
- lt>
'.i
644 -.99583 29.752 60. 500 -.70296E-06 .00000 .00000 60. 500 29.752 -.99583 61.496 53.257 645 .40981E-02 29.752 59. 500 -.69149E-06 .00000 .00000 59. 500 29.752 .40981E-02 59. 4 96 51.525 646 -.99583 29.752 60. 500 -.88987E-06 .00000 .00000 60.500 29.752 -.99583 61.496 53.257 647 .40981E-02 29.752 59.500 -.87555E-06 .00000 .00000 59.500 29.752 .40981E-02 59. 496 51.525 648 -.99583 29. 752 60.500 -.10137E-05 .00000 .00000 60.500 29.752 -.99583 61. 496 53.257 649 .40981E-02 29.752 59.500 -.99768E-06 .00000 .00000 59.500 29.752 .40981E-02 59. 4 96
- 51. 525 650 -.99583 29.752 60.500 -.99231E-06 .00000 .00000 60. 500 29.752 -.99583 61. 496 53.257 651 .40980E-02 29.752 59.500 -.97711E-06 .00000 .00000 59.500 29.752 .40980E-02 59. 496 51.525 652 -.99583 29.752 60.500 -.71138E-06 .00000 .00000 60. 500 29.752 -. 99583 61. 496 53.257 653 .40979E-02 29.752 59.500 -.70137E-06 .00000 .00000 59. 500 29. 752 .40979E-02 59. 496 51.525 654 -.99583 29.752 60. 500 .00000 .00000 .00000 60.500 29.752 -.99583 61. 496 53.257 655 .40978E-02 29.752 59.500 .00000 .00000 .00000 59. 500 29.752 .40978E-02 59.496 51.525 .( . "-a f.
- POST1 NODAL S1TRESS LISTING *****
w LOAD STEP= 1 SiJBSTEP- 1 C) TIME= 1.0000 LOAD CASE= 0 b THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES aD NODE SX SY Sz SXY SYz Sxz Si S2 S3 SINT SEQV 656 -.99583 29.752 60.500 .12307E-05 .00000 .00000 60.500 29.752 -.99583 61.49t cn 53.257 N5 657 .40976E-02 29.752 59.500 .12075E-05 .00000 .00000 59.500 29.752 .40976E-02 59.491 51.525 to 658 -.99583 29.752 60.500 .32214E-05 .00000 .00000 60. 500 29. 752 -.99583 61.4 9 53.257 29.752 59.500 .31651E-05 .00000 .00000 59. 500 29.752 .40974E-02 59.4¶, 659 .40974E-02 51.525 I
; N r
w
.0 660 -.99583 29.752 60.500 .60655E-05 .00000 .00000 60.500 29.752 - .99583 61. 496 53.257 .0000
.00000 661 :.40972E-02 29.752
- 59.500 .59627E-05 .00000 .00000 59.500 29.752 .40972E-02 59. 496 51.525 662 -.99583 29.752 60.500 .97723E-05 .00000 .00000 60. 500 29.752 -.99583 61. 496 53.257 663 .40971E-02 29. 752 59.500 .96095E-05 .00000 .00000 59.500 29.752 .4097 1E-02 59.496 51.525 664 -.99583 29.752 60.500 .14148E-04 .00000 .00000 60.500 29.752 -.99583 61.496 53.257, 665 .40971E-02 29.752 59.500 .13916E-04 .00000 .00000 59.500 29.752 .40971E-02 59. 496 51.525 666 -.99583 29. 752 60.500 .18677E-04 .00000 .00000 60.500 29.752 -. 99583 61.496 53.257 667 .40974E-02 29.752 59.500 .18375E-04 .00000 .00000 59. 500 29.752 .40974E-02 59.496 51.525 668 -.99583 29.753 601.500 .22381E-04 .00000 .00000 60.500 29.753 -.99583 61. 496 53.257 . I. .
669 .40981E-02 29.751 59.500 .22024E-04 .00000 .00000 59.500 29. 751 .40981E-02 59.496
.000 51.525 670 -.99583 29.753 60.500 .23677E-04 .00000 .00000 60.500 29. 753 -.99583 61. 496 53.257 .00000 ,-. ,4:.
671 .40993E-02 29. 751 59.500 .23308E-04 .00000 59.500 29. 751 .40993E-02 59.496 51.525 .00000 672 -.99583 29.753 60. S01 .20268E-04 .00000 60.501 29.753 -.99583 61'..4P 53.'257 .00000 673 .41013E-02 29.751 59.500 .19967E-04 .00000 59.500 29.751 .41013E-02 59.496 51.525 C) 03 '**** POSTI NODAL STRESS LISTING ** 0 CD LOAD STEP= 1 SUBSTEP- 1 TIME' 1.0000 LOAD CASE- 0 8 THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES (n NODE SX SY Sz SXY SYZ Sxz Si S2 S3 SINT C SEQV 674 -.99584 29.753 60.501 .91097E-05 .00000 .00000 60.501 29.753 -.99584 61.49; 3 53.258 675 .41041E-02 29.751 59.500 .90068E-05 .00000 .00000 59.500 29.751 .41041E-02 59.491 51.525
676 _.99584 29.753 60.501 -. 13455E-04 .00000 *.00000 60. 501 29.753 -.99584 61.497 53.258 677 .41077E-02 29.751 59.501 -. 13173E-04 .00000 .00000 59.501 29.751 .41077E-02 59.497 51.526 678 _.99585 29.753 60.502 -.51316E-04 .00000 .00000 60. 502 29.753 -. 99585 61.498 53.258 679 .41120E-02 29.751 59.501 -. 504OOE-04 .00000 .00000 59. 501 29.751 .41120E-02 59.4 97 51.526 680 -. 99585 29.752 60.502 -.10784E-03 .00000 .00000 60.502 29.752 -. 99585 61. 4 98 53.259 681 .41165E-02 29.752 59.502 -. 10599E-03 .00000 .00000 59.502 29.752 .41165E-02 59. 498 51.527 682 -. 99586 29.750 60.502 -.18459E-03 .00000 .00000 60.502 29.750 -. 99586 61. 498 53.259 683 .41202E-02 29.754 59.503 -. 18150E-03 .00000 .00000 59.503 29.754 .41202E-02 59.499 51.528 684 -.99586 29. 748 60.502 -.27954E-03 .00000 .00000 60.502 29. 748 -. 99586 61. 498 53.259 685 .41215E-02 29.756 59.505 -.27492E-03 .00000 .00000 59. 505 29.756 .41215E-02 59. 501 51.529 686 -. 99587 29. 744 60.501 -.38449E-03 .00000 .00000 60.501 29. 744 -. 99587 61. 497 53.258 687 .41181E-02 29.760 59.506 -.37822E-03 .00000 .00000 59.506 29. 760 .4 118 1E-02 59. 502 51.530 688 -. 99586 29.740 60.499 -.48211E-03 .00000 .00000 60.499 29.740 -. 99586 6 . 49 53.'256 689 .41071E-02 29. 764 59.507 _.47436E-03 .00000 .00000 59. 507 29. 764 .41071E-02 59.502 r 51.531 m 690 -. 99585 29.734 60. 496 - .54255E-03 .00000 .00000 60. 496 29. 734 -.99585 61.491 Cl 53.253 691 .40848E-02 29.770 59.506 -.53399E-03 .00000 .00000 59. 506 29.770 .40848E-02 59.502 B 51.530 Ul
- POSTI NODAL STRESS LISTING ***** CD 6
LOAD STEP- 1 SUBSTEP- 1 TIME- 1.0000 LOAD CASE- 0 to TIHE FOLLOWING X,YZ VALUES ARE IN GLOBAL COORDINATES NODE SX SY SZ SXY SYZ Sxz S1 S2 S3 SIN'I SEQV
0 692 -. 99582 29.729 60. 490 -. 52046E-03 .00000 .00000 60. 4 90 29.729 -. 99582 61.486
- 53. 248 693 .40475E-02 29.775 59. 504 -. 51252E-03 .00000 .00000 59. 504 29.775 .40475E-02 59.500 51.'529 3 I ." '
694 - .99578 29. 724 60.483 -. 35329E-03 .00000 .00000 60.483 29. 724 -. 99578 61.479 53.242 695 .39917E-02 29.780 59.500 -. 34842E-03 .00000 .00000 59.500 29.780 .39917E-02 59.496 51.525 696 -. 99570 29.723 60. 474 .37626E-04 .00000 .00000 60. 474 29. 723 -. 99570 61.469 53.234 697 .39159E-02 29.781 59. 491 .35740E-04 .00000 .00000 59.491 29. 781 .39159E-02 59.487 51.518 698 -. 99561 29.728 60. 463 .74121E-03 .00000 .00000 60.463 29. 728 -. 99561 61.459 53.225 699 .38222E-02 29.776 59.478 .72744E-03 .00000 .00000 59. 478 29.776 .38222E-02 59.474
- 51. 506 700 -. 99548 29.743 60. 453 .18433E-02 .00000 .00000 60. 453 29. 743 -. 99548 61.449 53.216 701 .37186E-02 29.762 59. 460 .18112E-02 .00000 .00000 59.4 60 29.762 .37185E-02 59.456 51.490 702 -. 99534 29.772 60.446 .34033E-02 .00000 .00000 60.44 6. 29.772 -. 99534 61.441 53.210 703 .36222E-02 29.732 59. 435 .33457E-02 .00000 .00000 59.435 29.732 .36218E-02 59.432 I , !;! J 51.469 704 -. 99521 29.820 60. 447 .54178E-02 .. 00000 .00000 60. 447 29.820 -. 99521 6t'.4 53.210 705 i35625E-02 29.684 59. 407 .53277E-02 .00000 .00000 59.407 29. 684 .35616E-02 59.404 51; 445 706 -;99511 29.892 60.461 .77699E-02 .00000 .0000 60.4 61 29.892 -. 99511 61.456 53.222 .00000 707 .35842E-02 29.613 59. 378 .76424E-02 .00000 .00000 59. 378 29.613 .35823E-02 59.375 51.420 708 -. 99512 29. 989 60. 4 96 .10164E-01 .00000 .00000 60. 496 29. 989 -. 99512 61.491 53.253 I..
709 .37491E-02 29.516 59. 355 .9999SE-02 .00000 .00000 59.355 29. 516 .37457E-02 59.352 51.400
- POSTI NODAL STRESS LISTING ""il LOAD STEP- 1 SUBSTEP- 1 TIME- 1.0000 LOAD CASE=. 0
THE FOLLOWING,-X, YZ VALUES ARE IN GLOBAL COORDINATES NODE Sx SY Sz SXY SYZ Sxz Si S2 S3 SINT SEQV 710 _.99530 30. 108 60. 561 .12051E-01 .00000 .00000 60. 561 30. 108 -. 99530 61. 556 53.310 711 .41350E-02 29.398 59. 349 .11859E-01 .00000 .00000 59.349 29.398 .41302E-02 59.345 51.395 712 -. 99576 30.238 60. 664 .12553E-01 .00000 .00000 60. 664 30.238 -. 99576. 61. 660 53.401 713 .48284E-02 29.269 59.374 .12358E-01 .00000 .00000 59. 374 29.269 .48232E-02 59.369 51.417 714 -. 99661 30.356 60.813 .10408E-01 .00000 .00000 60.813 30.356 -. 99662 61. 810 53.531 715 .59193E-02 29. 152 59. 450 .10255E-01 .00000 .00000 59. 450 29. 152 .59157E-02 59. 444 51.483 716 -. 99800 30. 424 61.008 .39601E-02 .00000 .00000 61. 008 30. 424 -. 99800 62.006
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- '* " POST1 NODAL STRESS LISTING ** *
- II I
f
.1
S 0 1 SUBSTEP- 1 LOAD STEP= 0 TIME= 1.0000 LOAD CASE-ARE IN GLOBAL COORDINATES THE FOLLOWING X,Y,Z VALUES S2 . S3 SINT Sxz Sl SXY SYZ SY Sz NODE SX -1.04 00 62.069
- 61. 029 25.365 SEQV .00000 .00000 61.029 -.21001 728 -1.0383 25. 363 62. 636 62.623 34.118 -.12888E-01 53.952 .00000 .00000 62.623 -.20659 729 -. 11637E-01 34.117 60. 820
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-. 25711 .00000 36.'634 63.019.
731 .10510 -1.3629 59.169
.00000 57.806 19.915 54.723 -.28854 .00000 19'.911 57.806 732 -1.3590 39. 541 -.36893 63.048
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.00000 57. 640 29.759 49.338 -.35654 .00000,
' 29. 754' 57.640, 7iS -.41282 -. 67335 537'i'i3'
.00000 53.039 19.511 50.292' -.48439 .00000 19.500 53.039 736 -.66172 .17149E-02 54. 673
.00000 54.674 26.117 46.993 -. 24070 .00000 26.'115 54.674 737 .39335E-02 .20622 56. 854 C)
.00000 57.060 35.842 0 47.364 .55890 .00000 35.833 57.060 <p 738 .21499' -.85892 47.260.
.00000 4 6.401 9.0973 0 49.762 -. 45155 .00000 9.0768 ' 46.401 739 -.83840 -.74 193 52.751
.00000 52.009 29. 453 43.152 -.35675- .00000
- 29. 449 '52.009 U1 740 -.73771 -.60376 58. 4 67 45.843 .00000 57.8 63 50.805 57.863 -.2634 6 .00000 C, 741 -.60241 50.804 40.860 40.045 6.7615 -.81415 rn, 55.277 .00000 .00000 E5 6..7615 40. 045 .87852E-02 742 -.81414 -.57219 47. 1511 N3
.00000 46.578 29. 889 37.648 -.39889E-01 .00000 29.889. 46. 578 743 -.57214 -.28731 53. 10');
.00000 52.822 52.219 41.410 -.87739E-01 .00000 52.219 52.822 744 -.28716 52.810
0 0 0 8.9959 32.344 .92320 .00000 .00000 32.34 4 9.0741 -1.9153 34.259 745 -1.8372 30.298
- POST1 NODAL STRESS LISTING *****
LOAD STEP= 1 SUBSTEP- 1 TIME= 1.0000 LOAD CASE- 0 THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES SX SY Sz SXY SYZ sxz Si S2 S3 SINT NODE SEQV
- 27. 902 37.875 1.1847 .00000 .00000 37.875 27.950 -1. 1713 39. 047 746 -1.1230 35.151 48.885 43.899 .78609 .00000 .00000 48. 898 43. 899 -.57344 49. 471 747 -.56095 47.171 13.473 24.292 1.1257 .00000 .00000 24.292 13.573 .84720 23. 445 748 .94757 20.329
- 26. 076 27.499 1.8308 .00000 .00000 27.4 99 26. 204 -.18074 27. 680 749 -. 53082E-01 27.056
- 36. 592 30.276 1.5210 .00000 .00000 36.655 30.276 -.30331 36. 958 750 -,.24060 34.218 26.087 16.531 .12457 .00000 .00000 26.088 16.531 .23280 25.855 751 .23340 22.643
- 25. 557 16.566 .26220 .00000 .00000 25. 559 16.566 1.5512 2'.00 752 1.5541 21.009 23.520 15.646 .79689 .00000 .00000 23. 548 15. 646 1.0475 22.501 753 1.0758 w 19.772
-2.7108 -7.84 96 27.937 .42894 .00000 .00000 27. 937 -2.6753 -7.8851 35. 822 c) 754 33.522 755 1.2332 -9.3349 18. 116 .11024 .00000 .00000 18. 116 1.2343 -9.3360 27 .452 za 23.983 (P
-3.7973 -10.774 4.6897 .96421 .00000 .00000 4.6897 -3.6665 -10.905 15. 595 756 13.517 70 13.660 -.39399 13.660 .00000 .00000 .00000 13. 660 13. 660 -.39399 14.054 757 CD 14.054 13.673 .34 913 13. 624 .7704 1 .00000 .00000 13. 717 13. 624 .30473 13. 413 758 13.366 0 759 13.494 -.33132E-01 13. 443 1.2144 .00000 .00000 13. 602 13.443 -.14130 13.74 J 13.664 13.518 .94056E-02 13.505 .80392 .00000 .00000 13. 566 13.505 -.38269E-01 13. 604 760 13.574 N.
I.,s; 761 13.581 -.70732E-02 13.542 .59758 .00000 .00000 13. 607 13. 542 -.33304E-01 13.640
- 13. 608 762 13.609 -.31213E-02 13.570 .47074 .00000 .00000 13. 625 13.570 -.19382E-01 13.645
- 13. 617 763 - 13.606 -.19153E-02 13.582 .38658 .00000 .00000 13. 617 13. 582 -.12888E-01 13.630
- 13. 612
- POST1 NODAL STRESS LISTING ***;*
LOAD STEP= SUBSTEP= 1 TIME= 1.0000 - LOAD CASE- 0 THE FOLLOWING X,Y, Z.VALUES ARE IN GLOBAL COORDINATES NODE SX Sy S Sz SXY SYZ Sxz Si S2 S3 SINT SEQV 764 13.586 -.86178E-03 13.581 .32787 .00000 .00000 13.594 13.581 -. 87691E-02 13. 603
.13.596 765 13.562 .*27294E-03 13.574 .28544 .00000 .00000 13. 574 13.568 -.57324E-02 13.580
-13.577 766 13.540 .47932E-03 13.566 .25371 .00000 .00000 13.566 13.545 -. 42730E-02 13.570 13.559 767 13.524 .42801E-03 13.557 .22875 .00000 .00000 13. 557 13.528 -.34399E-02 13.561 13.546 768 13.514 -.30147E-03 13.550 .20837 .00000 .00000 13.550 13.518 -.29105E-02 13.
13.537 769 13;508 .18717E-03 13.545 .19130 .00000 .00000 13. 545 13.511 -.25216E-02 13.547 13.530, 770 13.504 *10759E-03 13.540 .17677 .00000 .00000 13. 540 13.506 -.22059E-02 13.542 13.525 771 13.501 76i55E-oi 13.536 .16426 .00000 .00000 13. 536 13.503 -. 19219E-02 13.53b 13.522 772 13.500 .95236E-04 13.533 .15343 .00000 .00000 13. 533 13.502 -.16484E-02 13. 534 13.519 773 13.500 .17393E-03 13.530 .14410 .00000 .00000 13. 530 13.501 -.13640E-02 13. 531 13.517 774 13.501 .31626E-03 13.528 .13612 .00000 .00000 13.528 13.503 -.10559E-02 13. 52'
.13.517 775 13.506 .49805E-03 13.528 .12941 .00000 .00000 13. 528 13.508 -. 74189E-03 13.5:'
13.519 776 .13.516 .62292E-03 13.530 .12381 .00000 .00000 13.530 13.517 -. 51108E-03 i3. 5:st. 13.524 . i 4 0 1
5:; 0 777 13.531 .44849E-03 13. 534 .11879 .00000 .00000 13. 534 13. 532 -.59433E-03 13. 534
- 13. 533 778 13.547 -.49803E-03 13.539 .11315 .00000 .00000 13. 548 13.539 -.14430E-02 13. 550
- 13. 545 779 13.554 -.29311E-02 13.541 .10447 .00000 .00000 13.555 13.541 -.37362E-02 13.558 13.551 780 13.523 -.78388E-02 13. 531 .88668E-01 .00000 .00000 13. 531 13.523 -.84199E-02 13. 539
- 13. 535 781 13.403 -.15525E-01 13. 491 .60267E-01 .00000 .00000 13. 491 13.403 -. 15796E-01 13. 507
- 13. 463
- POST1 NODAL STRESS LISTING *****
LOAD STEP= 1 SUBSTEP- 1 TIME- 1.0000 LOAD CASE= 0 THE FOLLOWING X,Y, Z VALUES ARE IN GLOBAL COORDINATES NODE SX SY Sz SXY SYZ Sxz S1 S2 S3 SINT SEQV 782 13.121 -.25839E-01 13. 395 .14390E-01 .00000 .00000 13.395 13.121 -.25855E-01 13. 421 13.286 783 12.588 -.32703E-01 13.213 -. 49837E-01 .00000 .00000 13.213 12.589 -.32900E-01 13. 246 12.945 784 11.740 -.40677E-01 12. 915 -.12326 .00000 .00000 12. 915 11.741 -.41966E-01 12."9,5 12.411 785 10.632 -.31590E-02 12.522 -. 17758 .00000 .00000 12.522 10.635 -.61234E-02 12.528 11.699 786 9.1023 -.98433E-01 11.932 -.28931 .00000 .00000 11.932 9. 1114 -.10752 12.040 10.906 787 6.9577 -.79750E-01 11. 143 -.45545 .00000 .00000 11. 143 6.9871 -. 10910 11.253 9.8552 788 5.3062 .32158 10. 557 -.12621 .00000 .00000 10.557 5.3094 .31838 10.239 8.8679 789 5.7640 .50291 10. 526 .81543 .00000 .00000 10.526 5.8875 .37942 10. 146 8.7976 790 9.3104 .89365 11. 661 1.4204 .00000 .00000 11.661 9.54 37 .66042 11.000 10.110 791 11.741 -2.2871 11. 429 2.3195 .00000 .00000 12. 115 11. 429 -2. 6606 14.77T 14.445 792 4.9544 -.24 674 4. 9544 .00000 .00000 .00000 4.9544 4 . 9544 -.24 674 5.201.- 5.2012
Ni: 793 4.9781 .15430 4.9420 -.394 13 .00000 .00000 5.0101 4.9420 .12231 4.8818 4.8541 794 4.9212 .18187E-01 4.8878 -.56517 .00000 .00000 4. 9855 4.8878 -.46117E-01 5.0316 4.9835 795 4.9304 .56099E-02 4.9156 -.34304 .00000 .00000 4.9541 4.9156 -.18170E-01 4.9723 1 - 4.9532
*796 4.9450 -.81746E-02 4.9277 -.25624 .00000 .00000 4. 9582 4.9277 -.21395E-01 4.9796 -
4.9644 797 4.9556 -.40861E-02 4.9408 -.21266 .00000 .00000 4.9647 4 . 9408 -.13188E-01 4.9779 4.9660 798 4.9545 -.35358E-02 4.9452 -.18354 .00000 .00000 4.9613 4.94 52 -.10321E-01 4 .9716 4.9636 799 4.9491 -;15421E-02 4.9465 -.16138 .00000 .00000 4.9544 4.9465 -.67969E-02 4.9612 4.'9572
- POSTI NODAL STRESS LISTING '
LOAD STEP= 1 SUBSTEP- i
.TIME- 1. 0000 ;LOAD CASE= 0 THE FOLLOWING X,Yr,z VALUES ARE IN GLOBAL COORDINATES NODE SX SY ' SZ7 ' SXY SYZ Sxz Si *S2 S3 SINT SEQV 800 4.9414 .19549E-03 4.9452 -.14234 .00000 .00000 4.9455 4.9452 -. 39017E-02 4.9493 801 4.9347 .58598E-03 4.9428 -.12591 .00000 .00000 4.9428 4.9379 -.26249E-02 4.9454
.00000 4.9430 802 4.9297 .56433E-03 4.9403 -.11225.. .
.00000 .00000 4.9403 4.9323 -. 19907E-02 4.9423 4.9383 803 4.9264 .42944E-03 4.9381 -. 10110 .00000 .00000 4.938 1 4.9285 -. 16445E-02 4.9397 4.9349 804 4.9243 .27438E-03 4.9362 -.91979E-01 .00000 .00000 4. 9362 4.9260 -. 14432E-02 4.9377 4.9326 805 4.9230 .16710E-03 4.9347 -.84449E-01 .00000 .00000 4 .9347 4.9244 -.12812E-02 4.936(
4.9309 806 4.9221 .12191E-03 4.9334 -.78103E-01 .00000 .00000 4.9334 4.9234 -. 11171E-02 4.934t. 4.9295 .00000 807 4.9217 .15028E-03 4.9324 -.72594E-01 .00000 .00000 4.9324 4. 9228 -. 92027E-03 4.9331 4.9285 808 4.9217 .26954E-03 4.9316 -.67609E-01 .00000 4.9316 4.9226 -. 65908E-03 4 . 932: 4.9278
809 4.9223 .49125E-03 4.9312 -.62859E-01 .00000 .00000 4.9312 4. 9232 -. 31141E-03 4.9315
- 4. 9275 810 4.9241 .78753E-03 4.9313 -.58118E-01 .00000 .00000 4 .9313 4.9248 .10157E-03 4.9312
- 4. 9279 811 4.9274 .10224E-02 4.9319 -.53367E-01 .00000 .00000 4.9319 4.9280 .44439E-03 4.9315
- 4. 9295 812 4. 9321 .84269E-03 4.9331. -.49106E-01 .00000 .00000 4 . 9331 4.9326 .3537SE-03 4.9328
- 4. 9325 813 4.9369 -. 46488E-03 4.9343 -.46877E-01 .00000 .00000 4. 9374 4.9343 -. 90989E-03 4.9383 4.9367 814 4.9373 -. 40259E-02 4.9336 -.49945E-01 .00000 .00000 4.9378 4.9336 -. 45307E-02 4. 9423 4.9402 815 4.9237 -. 11319E-01 4.9276 -.63859E-01 .00000 .00000 4. 9276 4.9246 -.12145E-01 4. 9397 4.9382 816 4.8793 -. 23405E-01 4.9100 -.96079E-01 .00000 .00000 4.9100 4.8811 -. 25287E-01 4. 9353 4.9209 817 4.7797 -. 39170E-01 4.8727 -.15314 .00000 .00000 4.8727 4.7845 -. 44033E-01 4.9167 4.8733 POST1 NODAL STRESS LISTING *****
LOAD STEP3 1 SUBSTEP 1 TIME= 1.0000 LOAD CASE= 0 THE FOLLOWING X,Y,,Z VALUES ARE IN GLOBAL COORDINATES NODE SX SY sz
- SxY SYz sxz S1 S2 S3 SINT SEQV ox 818 4.5977 -. 52828E-01 4.8071 -.23567 .00000 .00000 4.8071 4. 6096 -. 64740E-01 4.8718 C0 4.7762 0 819 4.3212 -. 61533E-01 4.7077 -.32908 .00000 .00000 4. 7077 4.3458 -. 86103E-01 4.7938 4.6235 ai 820 3.9145 -. 25268E-01 4.5731 -.40950 .00000 .00000 4.5731 3. 9566 -. 6738lE-01 4.6405 6 4.3650 iJ1 821 3.4561 -. 70714E-01 4.3849 -.52593 .00000 .00000 4.3849 3. 5329 -.14747 4.5324 4.1721 .00000 CD 822 2.7693 -. 31743 4.0606 -.76051 .00000 4.0606 2.9465 -.49463 4 . 5552 s.
4.1129 0 823 2.3488 .56548. 4.1266 -.32306 .00000 .00000 4.1266 2. 4055 .50876 3.6178 3.1344 824 2.2597 1.3616 4.2652 .95829 .00000 .00000 4.2652 2.8690 .75240 3.512t 3.0635 vi r
. I
-i
0 825 1.0273 .33683 3.54 34 .1.1108 .00000 .00000 3.5434 1.8452 -.48114 4.0245 3.4995 826 -.15702 -3.9317 ' 1.8527 1.1097 .00000 .00000 1.8527 .14507 -4.2338 6.0865 5;4'376 827 -;.'66321 37.582' - 14.137 -1.9086. .00000 .00000 37.677 14. 137 -.75822 38. 435 33.565 828 -.37728 28. 642 11.396 -1.2977 .00000 .00000 28. 700 11. 396 -.43520 29. 135 . 25.380 829 -.10559 *18.898 : 8.4455 -. 69673 .00000 .00000 18. 924 8.4455 -.13110 19.055 16.529 830 -3.6729 .73878E-01 -3.6729 .00000 .00000 .00000 .73878E-01 -3.6729 -3. 6729 3.74 67
3.7467 831 -3.7124 -.23697 -3. 6699 -.40372 .00000 .00000 -.19069 -3.6699 -3.7586 3.5680 3.5244' 832 -3.6708 .12432 -3.5942 -.56339 .00000 .00000 .20619 -3.5942 -3.7526 3.9588 3.8820 833 -3:6601 -.14104E-01 -3.6631 -.34108 .00000 .00000 .17530E-01 -3.6631 -3.6917 3.7092 3.6950 834 -3.;6753 -:67849E-02 -3.6679 -.25739 .00000 .00000 .11186E-01 -3.6679 -3.6933 3.7045 3.'6918 835 -3.6912 -.'73219E-02 -3.6794 -.21252 .00000 .00000 .48978E-02 -3.6794 -3.7034 3.7083 3.'6963 POSTI NODAL S,TRESS LISTING ****
or, ' _ LOAD STEP- 1 SI.JBSTEP= 1 TIME= 1.0000 LOAD CASE- 0 .00000 THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES NODE SX SY - ' Sz SXY SYZ SXZ SI S2 S3 SINT. SEQV 836 -3.6900 -.58874E-02 -3.6822 -.18354 .00000 .00000 .32334E-02 -3.6822 -3.6991 3.7024 3.6939 837 -3.6848 -.26295E-02 -3.6817 -.16144 .00000 .00000 .44347E-02 -3.6817 -3.6919 3.6963 3.'6912 838 -3.6772 .31317E-03 -3.6791 -.14234 .00000 .00000 .58144E-02 -3.6791 -3.6827 3.688! 3.6867 839 -3.6702 .86596E-03 -3.6765 -.12589 , .00000 .00000 .51778E-02 -3.6745 -3.6765 3.6811 3.6807 840 -3.6650 .86941E-03 -3.6741 -.11225 .00000 .00000 .43034E-02 -3.6684 -3.6741 3.6784: 3.6755
* )
" _4
0 0 841 -3.6615 .66207E-03 -3.6720 -. 10109 .00000 .00000 .34507E-02 -3.6643 -3.6720 3.6755 3.6716 842 -3.6593 .41641E-03 -3. 6703 -.91978E-01 .00000 .00000 .27266E-02 -3.6616 -3.6703 3.6730
- 3. 6687 843 -3.6579 .25108E-03 -3. 6689 -.84449E-01 .00000 .00000 .21996E-02 -3.6598 -3.6689 3.6711 3.6666 844 -3.6570 .18037E-03 -3. 6677 -.78102E-01 .00000 .00000 .18476E-02 -3.6587 -3.6677 3.6695 3.6650 845 -3.6565 .23013E-03 -3. 6666 -.72593E-01 .00000 .00000 .16707E-02 -3. 6579 -3. 6666 3.6683 3.6640 846 -3.6564 .43022E-03 -3.6658 -.67609E-01 .00000 .00000 .16798E-02 -3. 6577 -3.6658 3.6675 3.6634 847 -3.6571 .80537E-03 -3. 6652 -.62861E-01 .00000 .00000 .18853E-02 -3.6582 -3.6652 3.6671 3.6636 848 -3.6588 .13184E-02 -3. 6651 -.58124E-01 .00000 .00000 .22412E-02 -3.6598 -3.6651 3.6673 3.6647 849 -3.6621 .17559E-02 -3. 6656 -.53381E-01 .00000 .00000 .25335E-02 -3.6629 -3.6656 3.6681 3.6668 850 -3.6670 .15453E-02 -3. 6670 -.49132E-01 .00000 .00000 .22032E-02 -3.6670 -3.6676 3.6698 3.6695 851 -3.6720 .47855E-03 -3. 6693 -.46914E-01 .00000 .00000 .12082E-03 -3.6693 -3.6726 3.6727 3.6711 852 -3.6728 -.62507E-02 -3.6715 -.49993E-01 .00000 .00000 -. 55692E-02 -3.6715 -3. 6735 3.6679 3.6669 .r. ' * .
853 -3.6597 -.18164E-01 -3. 6710 -.63867E-01 .00000 .00000 -.17044E-01 -3.6608 -3. 6710 3.6540 3.6489
- '** POST1 NODAL STRESS LISTING *****
LOAD STEP= 1 SUBSTEP- 1 TIME- 1.0000 LOAD CASE5 0 THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES NODE SX SY Sz SXY SYZ sxz Si S2 S3 SINT SEQV 854 -3.6154 -.38580E-01 -3.6626 -.95987E-01 .00000 .00000 -.36006E-01 -3.6180 -3. 6626 3.6266 3.6045 855 -3.5159 -.64899E-01 -3.6368 -.15304 .00000 .00000 -. 58125E-01 -3.5227 -3.6368 3.5787 3.5230 856 -3.3326 -. 91037E-01 -3.5810 -. 23510 .00000 .00000 -.74075E-01 -3.3495 -3.5810 3.50713 3.3971
'A1
.00000 .00000 -. 63342E-01 -3.0888 -3. 4836 3. 4202 857 -3.0527 -. 99416E-01 -3.4836 -. 32839 3.2409 .66025E-02 -2. 74 91 -3.3357 3. 3424
- .58693E-01 -3.3357 -. 41913 .00000 .00000 858 -2.6838 3.0911 .34477E-01 -2. 3128 -3. 1611 3.1956
-. 51103 .00000 .00000 859 -2.1957 -. 82620E-01 -3.1611 2.8672 2. 8740
-2.9610 -. 7104 9 .00000 .00000 -. 86991E-01 -1. 7045 -2.9610 860 - -1.2822 -. 50936 i 2.4955 -1. 4068 -2.6209 3.0817
-2. 6209 -. 48706 .00000 .00000 .46075 861 -1.2698 .32367 2.6887 4.9885 -1.2072 -1.2307 6. 2191 4.5218 -1.2072 1. 6385 .00000 .00000 862 - .76398 6.2074 -3.3051 -4.3404 5. 2870
-3.3051 1.7115 .00000 .00000 .94665 863 .31781 -3.7115 .00 4.8529 .19031 -3. 2992 -3. 8156 4.0059
-3.8143 -3.2992 .71428E-01 .00000 .00000 864 .18904 00
.0 3.7743 7. 2474 .54 560 30. 478 7.2474 -1.0764 .00000 .00000 31.024 865 .58366 30. 986 27.741 6.0099 1.9036 23.802 6.0099 -2.2354 .00000 .00000 25.706 866 2.1154 25. 494 1. I .
22.038 8.3115 3.2807 28.806 8.3115 -3.3753 .00000 .00000 32.086. 867 3.6817 31. 685 26.649 -12.4 57 -12. 457 12.704
.24723 -12.457 .00000 .00000 .00000 .24723 868 -12.457 i. ,- ., .n.: .
12.704 -12. 4 13 -12. 456
-. 45422 -12.413 .64780 .00000 .00000 -. 41925 869 -12.421 1.56 12.015 .00000
- 1. 0477 .00000 .00000 .27760 -12. 127 -12.288 12. 565 : c 870 -12.200 .18962 -12. 127
. 22- I .00000 12.486 -12.248 -12.290 12.308 W
.69891 .17453E-01 m 871 -12.250 - .2236SE-01 -12.248 rji 12.287 0 tD POST1 NODAL StTRESS LISTING '*****
.,, . I 6I; LOAD STEP- 1 St JBSTEP- 1 I.
TIME' 1.0000 LOAD CASE= 0 THE FOLLOWING X, Y, Z VALUES ARE IN GLOBAL COORDINATES Sxz S1 S2 S3 SINT ° NODE SX SY Sz SXY SYZ
,SEQV -12.286 -12.344 12. 3w
-. 57063E-02 -12.286 .51552 .00000 .00000 .15833E-01 872 -12.323 12.331
-1
873 -12.344 -.93574E-02 -12.309 .40730 .00000 .00000 .40777E-02 -12. 309 -12. 357 12.361 12.337 874 -12.342 -.72125E-02 -12.319 .33361 .00000 .00000 .18037E-02 -12. 319 -12.351 12. 353 12.337 875 -12.322 -.34019E-02 -12.316 .28236 .00000 .00000 30668E-02 -12. 316 -12.328 12. 331 12.325 876 -12.297 .27144E-03 -12.308 .24573 .00000 .00000 .51799E-02 -12. 302 -12.308 12. 313 12.310 877 -12.275 .95390E-03 -12.299 .21846 .00000 .00000 .48404E-02 -12.279 -12.299 12. 304 12.294 878 -12.260 .10199E-02 -12.291 .19701 .00000 .00000 .41848E-02 -12.263 -12.291 12.295 12.281 879 -12.249 .78717E-03 -12.284 .17954 .00000 .00000 .34179£-02 -12.252 -12.284 12.288 12.272 880 -12.243 .5044 1E-03 -12.279 .16489 .00000 .00000 .27246E-02 -12. 245 -12.279 12. 281 12.265 881 -12.239 .31083E-03 -12. 274 .15239 .00000 .00000 .22079E-02 -12.241 -12.274 12.276
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12.255 w 887 -12.251 .21562E-02 -12.263 .10710 .00000 .00000 .30923E-02 -12.251 -12.263 12.267 0 12.261 888 -12.265 .19368E-02 -12.267 .10290 .00000 .00000 .27999E-02 -12.266 -12.267 12.270 _~ 12.269 889 -12.281 -. 44369E-03 -12.273 .98008z-01 .00000 .00000 .33843E-03 -12.273 -12.282 12. 282 12.278 u1
* ** POSTi NODAL STRESS LISTING *****
LOAD STEP= 1 SUBSTEP- 1 TIME- 1.0000 LOAD CASE= 0 THE FOLLOWING XY,Z VALUES ARE IN GLOBAL COORDINATES
. O
NODE Sx SY Sz SXY SYZ Sxz Si S2 S3 i SINT SEQV 890 -12.287 -. 73567E-02 -12.278 .90023E-01 .00000 .00000 -. 66968E 12.278 -12.287 12.281 12.276 891 -12.255 -. 21674E-01 -12.273 .74984E-01 .00000 .00000 - .21214E-61 -12.256 -12.273 12.252 12.;243 892 -12.137 -. 46379E-01 -12.243 .47446E-01 .00000 .o0o0o - .46192E-01 -12.137 -12.243 12.196
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'* *** POST1 NODAL STRESS-LISTING ***** LOAD STEP= I SUBSTEP- 1 9-1*
TIME; '- 1.0000 LOAD CASE- 0 THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES NODE SX SY Sz SXY SYZ Sxz Si S2 S3 SINT SEQV
,46786E-02 -1.8221 -. 29027 .00000 .00000 .47330E-01 -1.8221 -1.9707 2.0181 908 -1.9281 1.9480
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1.8721 w
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.68371E-03 -1.8605 -. 93759E-01 .00000 .00000 .53957E-02 -1.8 605 -1.8650 1.8703 co 922 -1.8602 1.8681 a.j
-1.8604 .12687E-02 -1.8604 -. 88242E-01 .00000 .00000 .54420E-02 -1.8604 -1.8646 1.8700 923 1.8680
.20640E-02 -1.8603 -. 83349E-01 .00000 .00000 .57864E-02 -1.8603 -1.8642 1.870o 924 -1.8605 1.8680 925 -1.8604 .27294E-02 -1.8601 -.78978E-01 .00000 .00000 .60714E-02 -1.8601 -1.8637 1.869H 1.8680
0 LISTING ***** '**** POSTI NODAL STRESS 1 SiJBSTEP- 1 LOAD STEP- 0 TIME= 1.0000 LOAD CASE-ARE IN-GLOBAL COORDINATES THE FOLLOWING XY,Z VALUES S2 S3 SINT SYZ Sxz Si
- 'SZ SXY NODE SX SY.
-1.8631 1.8685
,SEQV .00000 .00000 .53757E-02 -1.8602
-. 75041E-01 926 -1.8601 .23570E-02 -1.8602
-1.8624 1.8643 1.8670 .00000 .00000 .18516E-02 -1.8614
-.'71448E-01 927 -1.8597 -.89066E-0 3 -1.8614 1.8573
-.75247E-02 -1.8620 -1.8649 1.8638 os. .- -. 68097E-01 .00000 .00000
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-;64915E-01 929 -1.8602 -. 28995E-O i -1.8723
-1.8853 1.8268
^ , 1.8408. .'00000 .00000 -.58485E-01 -1.8655
-.61731E-01 930 -1.8634 -.605975-0 1 -1.8853 1.8027
-.10119:- -1.8733 -1.9039 1.8170, -.58429E-01 .00000 .00000
-.10312 -1.9039 931 -1.8714 -1. 9201 1.7823
.00000 -.13783 -1.8821-1.7876, -. 51979E-01 .00000
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-1. 9120 -. 30879E-01 933 -1.8686 -.13634 1.7720 =
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.17189 .24949 1.3573 937 2.8370 2. 6784 2.5261 -
.00000 5.2045 3.6060 3.5254 .68675 .00000 CD 3.9964 4.8141 2.6784 938 4.44 65 8.774C .
.00000 13.221 6.2307 2.2132 .15422 .00000 0 13.218 6.2307 939 4.4492 4.0741. 3
-.10207 -4.1769 -4. 1769 8'.0'319 .00000 .00000
-.10207 '-4.1769 .00000 940 -4.1769 -4.2011 4 .06:i1 4.0748 .00000 -.13733 -4.1914
-. 40201E-01 .00000
;-4.1914 941 -4.2007 4.0589
--. 13773
942 -4.2328 -.64029E-01 -4.1117 -.12988 .00000 .00000 -.59986E-01 -4.1117 -4.2369 4.1769 4 .1157 943 -4.1396 .28096E-01 -4.0508 -. 18444 .00000 .00000 .36243E-01 -4.0508 -4.1477 4.1840
- 4. 1363
- POST1 NODAL STRESS LISTING *****
LOAD STEP= 1 SUBSTEP; 1 TIME- 1.0000 LOAD CASE- 0 THE FOLLOWING X,Y, ,Z VALUES ARE IN GLOBAL COORDINATES NODE SX SY Sz SXY SYZ Sxz S1 S2 S3 SINT SEQV 944 -4.1363 .13184E-01 -4.1103 -.13199 .00000 .00000 -. 89630E-02 -4. 1103 -4.1405 4.1315 4.1165 945 -4.1305 .24800E-01 -4.1273 -.11125 .00000 .00000 -. 21788E-01 -4. 1273 -4.1335 4.1117 4.1086 946 -4.1269 .78177E-02 -4.1246 -.96742E-01 .00000 .00000 -.55469E-02 -4.1246 -4.1292 4.1236 4.1214 947 -4.1297 -.24437E-02 -4.1280 -.81923E-01 .00000 .00000 -. 81827E-03 -4. 12B0 -4.1314 4 .1306 4.1289 948 -4.1286 .51442E-03 -4.1288 -.70973E-01 .00000 .00000 .17340E-02 -4.1288 -4 .1298 4.1315 4.1310 949 -4.1275 .15341E-02 -4.1294 -.62914E-01 .00000 .00000 .24925E-02 -4.1284 -4.1294 4.1319~ 4.1314 950 -4.1267 .14089E-02 -4.1299 -.56586E-01 .00000 .00000 .21844E-02 -4. 1275 -4.1299 4.1321 4.1309 951 -4.1263 .10497E-02 -4.1302 -.51473E-01 .00000 .00000 .16915E-02 -4.1269 -4.1302 4.1319 4.1302 952 -4.1261 .66864E-03 -4 .1304 -.47213E-01 .00000 .00000 .12087E-02 -4. 1266 -4.1304 4.1316 4.1297 953 -4.1260 .40589E-03 -4.1305 -.43600E-01 .00000 .00000 .86652E-03 -4.1265 -4 .1305 4.1314 4.1294 954 -4.1261 .29265E-03 -4.1305 -.40499E-01 .00000 .00000 .69010E-03 -4.1265 -4. 1305 4.131. 4.1292 955 -4.1262 .35992E-03 -4.1304 -.37820E-01 .00000 .00000 .70652E-03 -4.1265 -4.1304 4.131J 4.1292 956 -4.1264 .65175E-03 -4.1302 -.35505E-01 .00000 .00000 .95718E-03 -4.1267 -4. 1302 4.131; 4.1294 957 -4.1267 .12034E-02 -4. 1301 -.33514E-01 .00000 .00000 .14755E-02 -4.1269 -4.1301 4.131. 4.1300
6t. 958 -4.1272 .19588E-02 -4.1299 -.31813E-01 .00000, .00000, .22038E-02 -4. 1275 -4.1299 4.1321 4.1309 959 -4.1281 .26008E-02 -4.1300 -.30348E-01 .00000 .00000 .28237E-02 -4 .1283 -4 .1300 4. 1328 4'.i320 960 -4.1293 .22791E-02 -4.1306 -.28995E-01 .00000 .00000 .24825E-02 -4.1295 -4. 1306 4.1331 4.1326 961 -4.1306 -.73973E-03 -4.1324 -.27493E-01 .00000 .00000 -.55671E-03 -4. 1307 -4.1324 4.1318 4.1310 POST1 NODAL STRESS LISTING
- LOAD STEP3 1 SUBSTEP= 1 TIME= 1.0000 LOAD CASE. 0 THE FOLLOWING X,Y, Z VALUES ARE IN GLOBAL COORDINATES NODE SX,, SY'. 'SZ 'SXY' SYZ - sxz S1. S2 S3 SINT SEQV . 0 -4.! 1-962 -4.1307 .93195E-02 -4.1358 -.25362E-01 .00000 .00000 -. 91634E-02 -4. 1309 -4.1358 4. 1266 4.1242 963 -4.1276 -.27177E-01 -4.1413 -.21890E-01 .00000 .00000 -.27061E-01 -4. 1277 -4.1413 4.1142 4.1075,,
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- 3.92j6 6 968 -3.8436 .55448E-02 -3;9941 .15398 .00000 .00000 .11694E-01 -3. 84 98 -3.9941 4.0058 as
- 3.9356 969 -3.5362 .34069 -3;7299 .55103 .00000 .00000 .41749 -3. 6130 -3. 7299 4.1474 4.0902 970 -2.4930 .93027 -3.0670 1.5924 .00000 .00000 1.5564 -3.0670 -3.1191 4.6756 4.6497 971 .2607A 1.3679 -1.7426 2.7413 .00000 .00000 3.6109 -1.7426 -1. 9823 5.5932 <
5.4773 0 972 2.7539 3.0958 .88128E-01 2.0790 .00000 .00000 5.0108 .8388 6 .88128E-01 4.9227 - 4.5936 .00000 973 3.2714 -10.645 -3.3576 1.0302 .00000 10.786 3. 3576 3. 1302 7.655U 7.5446
0 974 -5.0509 -61. 972 -39.399 -4.7754 .00000 .00000 -4.6530 -39.399 -62.369 57. 716 50.330 975 -5.5222 34.700 -10. 153 -4.7043 .00000 .00000 35.242 -6.0650 -10. 153 45.395 43.496 976 -18.188 1.9493 -24.04 9 1.3319 .00000 .00000 2.0370 -18.276 -24.049 26.086 23.732 977 -5.6655 25. 641 -13.120 .19950 .00000 .00000 25. 642 -5. 6668 -13.120 38.762
- 35. 625 978 7.1416 60.121 1.2340 -.91513 .00000 .00000 60. 137 7. 1258 1.2340 58. 903 56.189 979 -6.5553 -.74639E-01 -6.5553 .00000 .00000 .00000 -.74639E-01 -6.5553 -6.5553 6.4807 6.4807
- POSTI NODAL STRESS LISTING *****
LOAD STEPS I SUBSTEP- 1 TIME- 1.0000 LOAD CASE= 0 THE FOLLOWING XY, Z VALUES ARE IN GLOBAL COORDINATES NODE SX SY SXY SYZ sxz Si S2 S3 SINT SEQV 980 -6.5004 -.12199 -6.5415 -.59654E-02 .00000 .00000 -.12199 -6. 5004 -6.5415 6.4195 6.3990 981 -6.4740 -.25079 -6.3555 -.15851 .00000 .00000 -.24 676 -6.3555 -6.4780 6r21' 6.1709 982 -6.4582 .12971 -6.2515 -.18998 .00000 .00000 .13519 -6.2515 -6.4637 6.5989 3, 6.4954 I 983 -6.3968 -.62713E-01 -6.3789 -.13142 .00000 .00000 -.59987E-01 -6.3789 -6.3995 6.339S tD 6.3292 984 -6.3948 -.16153E-01 -6.3759 -.11871 .00000 .00000 -.13944E-01 -6.3759 -6. 3970 6.3831. CD 6.3725 6 985 -6.4091 -.42367E-02 -6.3922 -.95361E-01 .00000 .00000 -.28172E-02 -6.3922 -6.4105 6.4077 6.3986 986 -6.4040 -.25208E-02 -6.3977 -.78933E-01 .00000 .00000 -.15476E-02 -6.3977 -6.4050 6.4034 vi 6.3998 987 -6.3988 .89450E-03 -6.3983 -.68660E-01 .00000 .00000 .16311E-02 -6.3983 -6.3995 6.401 0 6.4006 :3 988 -6.3960 .12049E-02 -6.3993 -.61013E-01 .00000 .00000 .17867E-02 -6.3966 -6.3993 6.4011 6.3997 989 -6.3940 .11651E-02 -6.3996 -.55218E-01 .00000 .00000 .16418E-02 -6.3945 -6.3996 6.401 j 6.3987
990 -6.3929 .84475E-03. -6.3997 -.50494E-01 .00000 .00000 .12435E-02 -6.3933 -6.3997 6.4010 6.3978 991 -6.3923 .53643E-03 -6.3997 -.46505E-01 .00000 .00000 .87472E-03 -6.3926 -6.3997' 6.4006 6.3970 992 -6.3920 .32546E-03 -6.3996 -.43072E-01 .00000 .00000
.. .. I. .61568E-03 -. .923' -6.3996 6.4002 6.3966 993 -6.3918 .23238E-03 -6.3994 -.40094E-01 .00000 .00000 .48387E-03 -6.3921 ' -6.3994 6. 3999 6.3962 994 -6.3918 .28295E-03 -6.3992 -.37523E-01 .00000 .00000 .
.50321E-03 -6.3921 -6.3992 6.3997 6.3961-995 -6.3919 .51144E-03 -6.3989 -.35340E-01 .00000 .00000 .70681E-03 -6.3921 -6.3989 6.3996 6.3962 996 -6.3922 .94828E-03 -6.3986 -.33550E-01 .00000 .00000 ,11243E-02 -6.3924 -6.3986 6.3997 6.3966 997 -6.3928 .15537E-02 -6.3984 -.32152E-01 .00000 .00000 .17154E-02 -6.3929 -6.3984 6.4001 6.3974
'***k POSTI NODAL STRESS LISTING ***** LOAD STEP-.- SUBSTEP= .. 1 TIME- 1.0000 LOAD CASE- O THE FOLLOWING X,Y, Z VALUES ARE IN GLOBAL COORDINATES NODE SX - SY Sz SXY SYZ sxz Si S2 S3 SEQV'
.998 -6.3937 .20848E-02 -6.3984 -.31080E-01 .00000 .00000 .22358E-02 -6.3939 -6.3984 6.4006 I I I 6.3984.
999 -6.3951 .187715-02 -6.3989 -.30074E-O1 .00000 .00000 .20185E-02 -6.3952 -6.3989 6.4009 o 6.3991 . i, rr 1000 -6.3965 -.43278E-03 *-6.4003 -.28483E-01 .00000 -.30594E-03 -6.3966 -6.4003 6.4000 °
.,I 6.3982 .00000 1001 -6.3970 -.71486E-02 -6. 4031 -.25023E-01 .00000 -.70506E-02 -6.3971 -6.4031 6.3960 C 6.3930 .00000 1002 -6.3941 -.21252E-01 -6.4072 -.17576E-01 .00000 -.21204E-01 -6.3941 -6.4072 6.3860 Y' 6.3794 .00000 CD 1003 -6.3833 -.45387E-01 -6.4115 -.34877E-02 .00000 .0 .0.00 -.45385E-01 -6.3833 -6.4 115 6.3661 C 6.3521 .00000 1004 -6.3588 -.77618E-01 -6.4125 .19818E-01 .00000 -.77556E-01 -6.3589 -6.4125 6.3350 , E 6.3083 .0 .1... .00000 1005 -6.3165 -.10387 -6. 4024 .52955E-01 .00000 -.10342 -6. 3170 -6.4024 6.29894 I . .I 6.2567 ijr .
I?
. I I I 4lq
i~h 1006 -6.2818 -.83819E-01 -6.3750 97445E-01 .00000 :.00000 -. 82287E-01 -6.2834 -6. 3750 6.2928
- 6. 2474 1007 -6.3441 .10188 -6.3217 .18039 .00000 .00000 .10692 -6. 3217 -6.3491 6.4560 6.4424 1008 -6.8844 .60876 -6.3407 .40362 .00000 .00000 .63044 -6. 3407 -6.9061 7.5365 7.2703 1009 -8.4531 1.9969 -6.4629 1.2211 .00000 .00000 2.1377 -6. 4629 -8.5939 10.732 9.8407 1010 -9.6943 3.8967 -6.3439 3.1544 .00000 .00000 4.5931 -6.3439 -10.391 14. 984 13.426
.1011 -7.6901 1.9302 -6.4726 4.0717 .00000 .00000 3.4222 -6.4726 -9.1821 12. 604 11.492 1012 -5.5013 -2.6423 -7.4115 3.7409 .00000 .00000 -. 67090E-01 -7.4115 -8.0765 8.0094
- 7. 6985 1013 19.990 -7.6168 -32.869 13.710 .00000 .00000 25. 642 -13.268 -32.869 58. 511 51.583 1014 19.624 -19.379 -35.437 13.4 99 .00000 .00000 23. 840 -23.595 -35. 437 59. 277 54.333 1015 49.869 -51.514 -35.262 -11. 417 .00000 .00000 51. 138 -35.262 -52.784 103.92
- 96. 364 POSTI NODAL SoTRESS LISTING *****
LOAD STEP= 1 SiLUBSTEP= 1 LOAD CASE- 0 ~r - TIMES 1.0000 THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES D NODE SX SY Sz SXY SYZ Sxz S1 S2 S3 SINT l rji SEQV 0 1016 19.207 32.127 -18.652 -9.5018 .00000 .00000 37.157 14.177 -18. 652 55.809 ° 48.582 to to 1017 -11.722 100.06 -7.5608 -7.6138 .00000 .00000 100.58 -7.5608 -12.238 112.82 6 110.55 1018 -8.8689 -.11512 -8.8689 .00000 .00000 .00000 -. 11512 -8. 8689 -8.8689 8.753U -y' 8.7538 ID 1019 -8.8489 -.24023E-01 -8.8455 .83040E-01 .00000 .00000 -.23242E-01 -8. 8455 -8.84 97 8.826'CS 8.8244 ~t 1020 -8.7882 -.20143 -8.7739 .33625 .00000 .00000 -. 18828 -8. 7739 -8. 8013 8.613 1 8.5994 1021 -8.7074 -. 21614 -8.5718 .23751E-01 .00000 .00000 -. 21607 -8. 5718 -8. 7074 8.4911
- 8. 4244
ii..r. V.*r
.0 1022 -8.6847 -.56329E-01 -8.5093 -.49923 .00000 .00000 -.27540E-01 -8.5093 -8.7135 8.6860 8.5857 1023 -8.6871 .64831E-02 -8.5736 -.40105 .00000 .900000 .2494SE-01 -8.5736 -8.7056 8.7305 8.'6653 1024 -8.6665 -.91916E-02 -8. 6143 -.32638 .00000 .00000 .30955E-02 -8.6143 -8.6788 8.6819 8.6498 1025 -8.6560 .33042E-03 -8. 6272 -.28002 .00000 .00000 .93789E-02 -8.6272 -8.6650 8.6744
- 8. 6555 1026 -8.6538 .32961E-03 -8.6390 -.24518 .00000 .00000 .72700E-02 -8.6390 -8.6607 8.6680 8.6571 1027 -8.6522 .73530E-03 -8. 6457 -.21867 .00000 .00000 .62578E-02 -8. 6457 -8.6578 8.6640 8.6580 1028 -8.6521 .71138E-03 -8. 6504 -. 19753 .00000 .00000 .52185E-02 -8. 6504 -8.6566 8.6618 8.6587 1029 -8.6523 *.48570E-03 -8. 6537 -.18014 .00000 .00000 .42344E-02 -8. 6537 -8.6560 8.6602
- 8. 6591 1030 -8.6527 .31802E-03 -8. 6560 -.16553 .00000 .00000 .34833E-02 -8. 6558 -8.6560 8.6595 8.6594 1031 -8.6531 .18916E-03 -8.6576 -.15305 .00000 .00000 .28954E-02 -8. 6558 -8.6576 8.6605 8.6596 .4 1032 -8.6536 .13459E-03 -8.6588 -.14230 .00000 .00000 .24739E-02 -8.6559 -8.6588 8.6613 8.6598 1033 -8.6540 *.16111E-03 -8.6596 -.13297 .00000 .00000 .22038E-02 -8.6561 -8.6596 8.6618 8.6601 :. i -
I' "*.('
- POSTI NODAL STRESS LISTING *****
LOAD STEP=- 1 SUBSTEP- 1 TIME- 1.0000 .LOAD CASE-. 0 THE FOLLOWING X,Y,,Z VALUES ARE IN GLOBAL COORDINATES CD NODE SX - SY Sz SXY, SYZ sxz Si S2 S3 SINT 8 SEQV 1034 -8.6544 .29052E-03 -8.6602 -.12488 I,
.00000 .00000 .20920E-02 -8.6562 -8.6602 8.662:3 P 8.6603 -.6 1035 -8.6548 .54174E-03 -8.6605 -.11789 .00000 .00000 .21470E-02 -8.6564 -8.6605 8.6621 <
8.6606 0 1036 -8.6550 .89524E-03 -8.6607 -.11190 .00000 .00000 .23415E-02 -8.6565 -8.6607 8.6631 ° 8.6610 1037 -8.6554 .12180E-02 -8.6609 -.10677 .00000 .00000 .25346E-02 -8.6567 -8.6609 8.6635 I . . .. 8.6613 . . . .*
.11
1038 -8.6559 .11342E-02 -8.6612 -.10215 .00000 .00000 .23394E-02 -8. 6571 -8.6612 8.6635
- 8. 6615 1039 -8.6568 -.13694E-03 -8.6621 -.97279E-01 .00000 .00000 .95610E-03 -8.6579 -8.6621 8.6631 8.6610 1040 -8.6584 -.39147E-02 -8.6643 -.90618E-01 .00000 .00000 -.29660E-02 -8.6594 -8.664 3 8.6614
- 8. 6589 1041 -8.6613 -.12070E-01 -8. 6686 -.79629E-01 .00000 .00000 -.11337E-01 -8. 6620 -8.6686 8. 6573
- 8. 6540 1042 -8.6649 -.25863E-01 -8. 6754 -.60847E-01 .00000 .00000 -.25434E-01 -8.6653 -8.6754 8.64 99 8.6449 1043 -8.6687 -.45406E-01 -8. 6842 -.31606E-01 .00000 .00000 -.45290E-01 -8.6688 -8.6842 8.6389
- 8. 6312 1044 -8.6719 -.58722E-01 -8.6899 .67406E-02 .00000 .00000 -.58716E-01 -8. 6719 -8.6899 8. 6312 8.6222 1045 -8.6833 -.39622E-01 -8. 6859 .35661E-01 .00000 .00000 -.39475E-01 -8. 6835 -8.6859 8.6464 8.6452 1046 -8.7971 .10323 -8.6747 .40062E-02 .00000 .00000 .10324 -8. 6747 -8.7971 8.9003 8.8398 1047 -9.2884 .63347 -8. 6714 -.20498 .00000 .00000 .63770 -8. 6714 -9.2926 9.9303 9.6347 1048 -11.589 1.7098 -9.2049 -.79901 .00000 .00000 1.7576 -9.2049 -11. 637 13. 395 12.359 1049 -19.654 4.8441 -11. 372 -1. 1990 .00000 .00000 4.9026 -11. 372 -19.713 24.615 21.684 1050 -32.725 3.5240 -17.701 -.55899 .00000 .00000 3.5326 -17.701 -32.733 3a. 2 66
- 31. 560 1051 -39.722 -10. 715 -26.589 .47246t-01 .00000 .00000 -10.715 -26.589 -39.722 29.008 X 25.159 w C) m POSTI NODAL S'TRESS LISTING *****
LOAD STEP= 1 Si;UBSTEP= 1 TIME= 1.0000 LOAD CASE= 0 (S U1 THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES NODE SX SY SZ SXY SYZ Sxz S1 S2 S3 SINT ' 0 SEQV 1052 -57.632 98.037 -45.604 8.7899 .00000 .00000 98.532 -45. 604 -58.127 156.61j 150.79 1053 -58'427 -124.50 - -112.19 8.6509 .00000 .00000 -57.313 -112.19 -125.61 68.29t
- 62. 674
.If'
0 .0
-15.960 34.362 .00000 .00000 213.48 -15.960 '-67.378 280.86 1054 -63.109 209.21 259.00
- 29. 412 -63.003 33.514 .00000 .00000 42.926 -53.698 -63. 003 105.93 1055 -40.184 101.60
-109.93 32.662 .00000 .00000 -10.319 -109.93 -159.93 149.61 1056 -17.826 -152.42 131.92
-12.139 .00000 .00000 .00000 -.12470 -12.139 -12. 139 12.014 1057 -12.139 -.12470 12.014
.36953E-01 . 00000 .00000 .91389E-02 -12.131 -12. 185 12. 195 1058 -12.185 .90269E-02 -12.131 12.168
.10777 .00000 .26637E-01 -12.236 -12.267 12. 294 1059 -12.266 .25693E-01 -12.236 12.278 .00000 1.1609 .00000 -.54702 -12.179 -12.386 11. 839 1060 -12.271 -.66197 -12.179 11.737 .00000 1.9047 .00000 .27008 -11.836 -12.4 66 12. 736 1061 -12.174 -.21459E-01 -11.836 ooooo
..00000
- 12. 433 12. 483 1.5374 .00000 .20971 -11.926 -12.274 1062 -12.081 .17420E-01 -11.926
,12.313 .00000
,1.2964 .00000 .12534 -11.981 -12.184 12.309 1063 -12.'046 -.12734E701 -11. 981 12.i209 .00000 1.1112 .00000 .10474 -12.003 -12.144 12.249 1064 -12.043 .084 9E-02 -12.003 12.179 .00000
.97390 .00000 .78005E-01 -12.022 -12. 119 12.198 1065 -12.041 -.25713E-03 -12.022 12.149 .00000
.71182E-03 -12.034 .86558 .00000 .62604E-01 -12.034 -12.105 1066 -12.043 12.132 .00000
.77881 .00000 .50646E-01 -12.042 -12.095 12. 146 X
-1067 -12.045 .49818E-03 -12. 042 12.119 .00000
.00000 .41786E-01 -12.047 -12.088 12.129 I 1068 -12.046 .34353E-03 -12.047 .70778 12.109 .00000
.64861 .00000 .35054E-01 -12.051 -12.082 12.117 O 1069 -12.048 .23517E-03'-12.051 to 12.102
- . . .I .
to 6 POSTi NODAL STRESS LISTING **** Sn 1 SUBSTEP= 1 CD LOAD STEP-TIME- 1.0000 LOAD CASE- 0 THE FOLLOWING X,Y,,Z VALUES.ARE IN GLOBAL COORDINATES SXY SYZ Sxz S1 S2 S3 ' SINT NODE SX SY Sz SEQV it
1070 -12.049 .14438E-03 -12.054 .59860 .00000 .00000 .29811E-Ol -12. 054 -12,078 12. 108 12.096 1071 -12.049 .10656E-03 -12. 056 .55576 .00000 .00000 .25685E-01 -12.056 -12. 075 12.101 12.091 1072 -12.050 .11491E-03 -12.057 .51862 .00000 .00000 .22394E-01 -12.057 -12.073 12.095 12.087 1073 -12.051 .18342E-03 -12.058 .48605 .00000 .00000 .19755E-01 -12.058 -12. 070 12.090 12.084 1074 -12.051 .32195E-03 -12.059 .45717 .00000 .00000 .17640E-01 -12.059 -12.068 12.086 12.081 1075 -12.051 .51974E-03 -12.059 .43129 .00000 .00000 .15935E-01 -12.059 -12.066 12.082 12.078 1076 -12.049 .70299E-03 -12.059 .40791 .00000 .00000 .14496E-01 -12.059 -12.063 12.077 12.075 1077 -12.046 .66097E-03 -12.057 .38680 .00000 .00000 .13067E-01 -12.057 -12.059 12. 072 12.071 1078 -12.043 -. 57732E-04 -12.056 .36821 .00000 .00000 .11190E-01 -12.054 -12.056 12.067 12.066 1079 -12.041 -. 21642E-02 -12.056 .35317 .00000 .00000 .81870E-02 -12.052 -12.056 12.064 12.062 1080 -12.047 -. 68890E-02 -12.060 .34361 .00000 .00000 .29090E-02 -12.057 -12.060 12.063 12.061 1081 -12.072 -. 14575E-01 -12. 073 .34267 .00000 .00000 -. 48441E-02 -12.073 -12.082 12. 077
- 12. 073 1082 -12.132 -. 25998E-01 -12.102 .35244 .00000. .00000 -. 15746E-01 -12.102 -12.142
- 1y 2',i
- 12. 106 1083 -12.241 -. 34076E-01 -12.152 .37090 .00000 .00000 -.22817E-01 -12.152 -12.253 12.230
- 12. 180 1084 -12.379 -. 11419E-01 -12.205 .37513 .00000 .00000 -. 50840E-04 -12.205 -12.390 12.390 12.298 1085 -12.372 .51970E-O1 -12.187 .27167 .00000 .00000 .57908E-01 -12. 187 -12.377 12.435
- 12. 341 1086 -11.635 .56071 -11. 699 -.12633 .00000 .00000 .56202 -11.636 -11.699 12.261 12.230 1087 -8.1616 .99999 -10. 109 -1.5762 .00000 .00000 1.2636 -8.4251 -10. 109 11. 372
- 10. 631
- *POST1 NODAL STRESS LISTING *****
LOAD STEP= 1 SUBSTEP= 1 TIME- 1.0000 LOAD CASE- 0
*A.
THE FOLLOWING XY,Z VALUES ARE IN GLOBAL COORDINATES NODE Sx sy. Sz SXY SYZ Sxz Si S2 S3 SINT SEQV 1088 2.0025 4 .1566 -4.6452 -4.3192 .00000 .00000 7.5310 -1.3719 -4.6452 12. 176 10.914 1089 16.869 4.5414 1.8619 -5.6660 .00000 .00000 19.077 2.3328 1.8619 17.215 16.985 1090 - 24.400 -7.257 6 .55823 -5.44 57 .00000 .00000 25.311 .55823 -8.1682 33. 479 30.080 1091 -73.984 .57661 -73.984 .00000 .00000 .00000 .57661 -73. 984 -73. 984 74.561 74.561 1092 -75.059 -.46886 -74.208 -3.3554 .00000 .00000 -.31822 -74.208 -75.210 74.891 74.396 1093 -74.823 -.25426 -74.982 -4.9700 .00000 .00000 .75533E-01 -74.982 -75.153 75.228 75.143 1094 -73.495 .21995 -73. 980 -3.3022 .00000 .00000 .36758 -73. 643 -73.980 74. 348 74.180 1095 -74.451 -. 85743E-01 -74.313 -2.4788 .00000 .00000 -.32077E-02 -74.313 -74.534 74.531 74'. 421 1096 -?4'. 653 .35467E-01 -74.494 -1.8989 .00000 .00000 .83716E-01 -74.494 -74.701 74. 785 74'.682 . .E . 1097 --74.328 -.16632E-01 -74.381 -1.6180 .00000 .00000 .18581E-01 -74.363 -74 .381 74.400 74.391 1098 -74.444 .58633E-02 -74. 423 -1.3715 .00000 .00000 .31119E-01 -74.423 -74.470 74.478 1099 -74.412 -.18516E-02 -74.417 -1.2017 .00000 .00000 .17550E-01 -74.417 -74.431 74.4499 74 . 441 1100 -74.418 .42312E-03 -74. 420 -1.0668 .00000 .00000 .15714E-01 -74.420 -74.434 74.449 a 74.442 1101 -74. 419 -. 97543E-04' -74. 421 -.95960 .00000 .00000 .12274E-01 -74.421 -74.431 74.443 _ 74.438 1102 -74. 420 .14387E-05 -74.422 -.87204 .00000 .00000 .10218E-01 -74.422 -74.430 74.440 74.436 1103 -74. 421 -.43171£-05 -74. 423 -.79908 .00000 .00000 .85746E-02 -74.423 -74.430 74.43t ; 74.435 1104 -74.422 -.83727E-05 -74.423 -.73742 .00000 .00000 .72978E-02 -74. 423 -74.429 74.434 1105 -74.423 -.64502E-05 -74.424 -.68460 .00000 .00000 .62905E-02 -74.424 -74.429 74.43! ta 3 74.433 744,
- POST1 NODAL STRESS LISTING *A*** io3
.*.I 0
LOAD STEP= 1 SUBSTEP- 1 TIME= 1.0000 LOAD CASE= 0 THlE FOLLOWING X, YZ VALUES ARE IN GLOBAL COORDINATES NODE SX SY Sz SXY SYZ Sxz S1 S2 S3 SINT SEQV 1106 -74.423 .73538E-05 -74.424 -.63885 .00000 .00000 .54761E-02 -74.424 -74. 429 74.434
- 74. 432 1107 -74.423 .61981E-05 -74.424 -.59883 .00000 .00000 .48119E-02 -74.424 -74.428 74.433 74.431 1108 -74.424 .31065E-05 -74.425 -.56355 .00000 .00000 .42639E-02 -74.425 -74.428 74.432 74.431 1109 -74.424 .46496E-05 -74.425 -.53221 .00000 .00000 .38103E-02 -74.425 -74.428 74.432 74.'430 1110 -74.426 .15872E-04 -74.426 -.50421 .00000 .00000 .34316E-02 -74.426 -74.429 74.433
- 74. 431 1111 -74.429 .48826E-04 -74.427 -.47908 .00000 .00000 .31324E-02 -74.427 -74.432 74.435 74.433 1112 -74.435 .28436E-04 -74.429 -.4 5639 .00000 .00000 .28267E-02 -74. 429 -74.438 74.441 74.436 1113 -74.445 .21648E-03 -74.432 -.4 3584 .00000 .00000 .27680E-02 -74.432 -74.448 74.450
- 74. 443 1114 -74.456 .36958E-03 -74.437 -.4 1682 .00000 .00000 .19638E-02 -74. 437 -74. 459
- 74. 450 1115 -74.467 .12514E-02 -74.441 _.39951 .00000 .00000 .33946E-02 -74.44 1 -74.469 74.473 74.459 1116 -74.447 .42758E-02 -74.438 -.38090 .00000 .00000 -.23269E-02 -74. 438 -74. 449 74.447 74.442 1117 -74.373 .98690E-02 -74.412 -.36414 .00000 .00000 .11652E-01 -74.375 -74.4 12 74.423 74.405 1118 -74.181 .37145E-01 -74.364 -.34232 .00000 .00000 -. 35565E-01 -74. 182 -74.364 74.329 74.238 1119 -73.432 .11225 -74.083 -.29040 .00000 .00000 .11340 -73. 433 -74.083 74 .196 73.874 1120 -73.601 -.46635 -74.254 -.39463 .00000 .00000 -.46422 -73. 604 -74.254 73.79 t
- 73. 4 67 1121 -69.828 1.9237 -72.422 .66656E-01 .00000 .00000 1.9238 -69. 828 -72 .422 74 .345i 73.083 1122 -84.131 -7. 9756 -79. 355 -1.8998 .00000 .00000 -7.9282 -79.355 -84.179
- 73. 957
0
-9.3562 .00000 .00000 34.502 -93. 141 -169.00 203.50 1123 -168.57. 34.071 -93.141. .I 178.13
- POST1 NODAL STRESS LISTING *** *
- i . .. . ..
LOAD STEP= SUBSTEP= 1 TIME- 1.0000 LOAD CASE- 0 THE FOLLOWING X,Y,,Z VALUES ARE IN GLOBAL COORDINATES Sz SXY SYZ Sxz S1 S2 S3 SINT NODE SX SY SEQV
-10.681 .00000 .00000 -42.481 -65.9 52 -87.923 45. 442 1124 -49.354 -59.079 -87.923 39.361 . 0.0. % .
-8.7745 .00000 .00000 194.20 43.1 00 16.588 177.61 1125 43.611 193.69 16.588 165.95' 613.64 107.61 112.45 .00000 .00000 583.87 107. 61 -29.770 1126 -8.4191. 562.52 557..79 207.39
-4 6.152 96. 304 .00000 .00000 124.84 -46.1 52 -82.555' 1127 -17.312, 59.596 191'.80 830.25'
-317.63 80.427 .00000 .00000 -19.438 -317., 63 -849.68 1128 -27.304 -841.82 728.46 80.036'
.57661 -79.460 .00000 .00000 .57661 -79.4, 60 -79.460 1129 -79.460 80.036 .00000
-. 73927! -79.043 3.0614 .00000 .61908 -78.7. is -79. 043 1130 -78.595 78.260' .00000
.00000 .47194 -77.8! 97 -78.671 79. 143 =
1131 -78.326 .12689 -77.897 5. 2143 78.759 .00000
- 3. 2558 .00000 .23573 -78.9139 -79.739 79.974 Cl 1132 -79.606 .10296 -78. 989 79.602 .00000
'-78.880 2.3821 .00000 -. 83031E-01 -78.7. 23 -78.880 78.797, 1133. -78.651 -. 15525 78.719 .00000
.00000
- 1. 9683 .00000 .13646 -78.5( 09 -78.604 78.741 6 1134 -78.460 .87165E-0 1 -78.604 78.693 .00000
- 1. 5947 .00000 .22350E-02 -78.7, 79 -78.819 78.821 (
1135 -78.787 -. 30044E-0 1 -78.779 78.801 .00000
.00000 .33371E-01 -78.7(00 -78.721 78.754 1136 -78.676 .92673E-0 2 -78.721 1.3774 78.744' .00000
.00000 .00000 .16191E-01 -78.7:i 31 -78.735 78.751 3 1137 .712 -. 21197E-02. -78.735 1. 2007 78.749 0 -78.709 .55163E-03 -78.731 . 1. 0668 .00000 .15009E-01 -78.72 23 -78.731 78.74t, I 78.742
.:i%
1139 -78.711 -. 17359E-04 -78.730 .95958 .00000 .00000 .11679E-01 -78.722 -78.730 78. 742 78.738 1140 -78. 712 .29698E-04 -78.729 .87192 .00000 .00000 .96870E-02 -78.721 -78.729 78.739 78.735 1141 -78.712 .27766E-04 -78.728 .79901 .00000 .00000 .81378E-02 -78.720 -78. 728 78. 736 78.732
- POST1 NODAL STRESS LISTING ****
LOAD STEP- 1 SiiUBSTEP- 1 TIME- 1.0000 LOAD CASE- 0 THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES NODE SX SY Sz SXY SYZ sxz Si S2 S3 SINT SEQV 1142 -78.712 .14444E-04 -78.727 .73736 .00000 .00000 .69212E-02 -78.719 -78.727 78.734 78.730 1143 -78.713 .14882E-04 -78.726 .68456 .00000 .00000 .59679E-02 -78. 719 -78.726 78.732 78.728 1144 -78.713 .11855E-04 -78.725 .63882 .00000 .00000 .51960E-02 -78.718 -78.725 78.731 78.727 1145 -78.714 .10582E-04 -78.725 .59882 .00000 .00000 .45658E-02 -78.718 -78.725 78.729 78.726 1146 -78.714 .89363E-05 -78.724 .56352 .00000 .00000 .40431E-02 -78. 718 -78.724 78;.72V8( 78.725 1147 -78.714 .73335E-05 -78.724 .53215 .00000 .00000 .36047E-02 -78.718 -78.724 78.727 r 78.724 1148 -78.713 .10398E-05 -78.723 .50404 .00000 .00000 .32285E-02 -78.716 -78.723 78.726 t 78.723 1149 -78.711 .64319E-05 -78.722 .47870 .00000 .00000 .29177E-02 -78.7 13 -78.722 78.725 !V13 78.720 1150 -78.705 -. 49250E-04 -78.719 .45572 .00000 .00000 .25894E-02 -78.708 -78.719 8. 78.716
.11 1151 -78.695 .96396E-04 -78.716 .43477 .00000 .00000 .24983E-02 -78.698 -78.716 78.718 .t
;a 78.709 1152 -78.684 -.45273E-03 -78.711 .41590 .00000 .00000 .17455E-02 -78. 686 -78.711 78. 718' cc 78.701 a 1153 -78.674 .11674E-02 -78.706 .3984 9 .00000 .00000 .31857E-02 -78. 676 -78. 706 78. 711 -
78.694
"'i4 -78.694 -. 37190E-02 -78.712 .38514 .00000 .00000 -. 18340E-02 -78.696 -78. 712 78. 7,1
- 78. 702
-.0.
-78.770 78. 783
.00000 .00000 .12578E-01 -78.730
.37243 1155 -78.768 .10817E-01 -78.730
-78.963 78. 930 78.763 .00000 I
.00000 -.32803E-01 -78.804
.36690 1156 -78.961 -.34508E-01 -78. 804 79. 836
.12495 -78. 995 -79.711 78.8517 .00000 .00000
-78. 995 .39369 1157 -79.709 .12301
-79.173 -79. 546 79.066 79.480' .00000 .00000 -.48017
-79.173 .26497 1158 -79.545' -.48106 85.309 2.0075 -79.567 -83.302 78.880 .00000 .00000 2.0016 -79. 567 .70780 1159 .296 83.505
- POSTi NODAL SoTRESS LISTING 1 SiUBSTEP- 1 LOAD STEP; 0
- '1.0000 LOAD CASE-TIME' IN GLOBAL COORDINATES THE FOLLOWING X,Y,Z VALUES-ARE S2 S3 SINT SYZ Sxz Si SY Sz SXY NODE SX -78. 594 70.329
.00000 -8.2654 -69.112 SEQV -1.2937 .00000
-8.2929- -78.594 1160 -69.084 -39. 981 77. 158
.00000 37.177 12. 156 66.100 -8.6913 .00000 15.668 33.665., -39. 981
- 1161 -148.25 1617; gr9
- ,. - I
.00000 19.675 -90. 480 68.182 -6.3339 .00000 19.436 -148.01 -90. 480 1162 94.690 -43.636 577.42 147.77 .00000 .00000 533.78 533.78 94.690 .76505 1163 -43.635 314.76 558.98 Ch:
873.74 328.06 r 522.18: .00000 .00000 873.10 314.76 -18.725 1164 328.71 .00000 5.4726 234.02 !
.00000 239.. . 49 29. 493 D 552.45 -20.559 ..00000 7.2929
- 29.493 D 1165 -237.67 -1045.3 1190.5 4S 222.98 .00000 145.22 -310.48
-310.48 -22.372 .00000 1166 -144.80 -1044 .9 407.77 .
A
-410. 57 -410.57 1040.4 .00000 .00000 -2.8000
-410.57 .00000 1167 -410.57 -2.8000 410.67 1.4452 -408.63 -409.23 407.77 .25643 .00000 .00000 1.4450 -409.23 z. .
1168 -408;63 -407.28 410.37 .00000 -5.54 81 -406.12
-407.28 -10.827 .00000 -40. 0 116i9 -405.82 -5.8410 1.1571 -402. 07 -402.78 401.15 -17.905 .00000 .00000
.36048 -402.78 1110 -401.28 403.59
1171 -395.18 -.98852 -400.56 -12.450 .00000 .00000 -.59571 -395.57 -400.56 399.97 397.49 1172 -387.67 -. 62550 -396.37 -9.0798 .00000 .00000 -.4 1261 -387.88 -396.37 395.96 391.78 1173 -378.84 -.72553 -391.39 -6.6753 .00000 .00000 -.60772 -378.95 -391.39 390.78 384.71 1174 -368.44 -.70063 -385.41 -4.8349 .00000 .00000 -.63708 -368.51 -385.41 384.77 376.61 1175 -356.51 -.70828 -378.53 -3.3392 .00000 .00000 -.67694 -356.54 -378.53 377.85 367.35 1176 -342.99 -.70705 -370.73 -2.0732 .00000 .00000 -.6944 9 -343.01 -370.73 370.04 356.98
-327.91 -.70783 -362.02 -.96721 .00000 .00000 -.704 97 -327.91 -362.02 361.32 1177 345.53 POSTi NODAL STRESS LISTING *****
LOAD STEP- 1 SUBSTEP= 1 TIMER 1.0000 LOAD CASE= 0 THE FOLLOWING X,Y,,Z VALUES ARE IN GLOBAL COORDINATES SX SY Sz SXY SYZ Sxz S1 S2 S3 SINT NODE SEQV
-311.25 -.70794 -352.40 .22717E-01 .00000 .00000 -.70794 -311.25 -352.40 39i.70 1178 333.03
-.70813 -341.88 .92577 .00000 .00000 -.70520 -293.00 -341.88 341.17 ;
1179 -293.00 03 319.55 O 1.7621 .00000 .00000 -.69684 -273.19 -330.44 329.75 m 1180 -273.18 -.70823 -330.44 305.17
-.70831 -318.10 2.5461 .00000 .00000 -.68249 -251.79 -318.10 317.42.
1181 -251.77 tD 290.00 6 ID
-228.78 -.70837 -304.84 3.2882 .00000 .00000 -.66097 -228.82 -304.84 304.1U!
1182 274.19 290.0O ~n 1183 -204.20 -.70841 -290.68 3.9964 .00000 .00000 -.62996 -204.28 -290.68 257.94 (11 tDi
-178.05 -.70845 -275.60 4.6767 .00000 .00000, -.58521 -178.17 -275.60 275.0.' C 1184 241.52 1185 -150.31 -.70847 -259.62 5.3336 .00000 .00000 -.51856 -150.50 -259.62 259. Itj 225.32 6 -120.99 -.70849 -242.72 S.9710 .00000 .00000 -.41281 -121.29 -242.72 242..i I 209.85
-90. 569 -224.92 224.69
.00000 .00000 -.224 98
-224.92 6.5917 1187 -90.085 -.70851 206.39
'.18812 -58.494 -206.20 195.83 .00000 . 0000
-206.20 7.1981 1188 -57.597 -.70852 188.27 1.6986 -25.933 -186.57 184.20 7.7923 .00000 .00000
-.70854 -186.57 1189 -23.526 -166.03 182.29 16.262 -4.8422 176.09 .00000 .00000
-166.03 8.3757 1190 12.129 -.70851 195.50 50.918 -2.2602 -144.58 172.71 .00000 .00000
-144.58 8. 94 98 1191 49.367 -.70872 211.42
- 89. 196 -1.7150 -122.22 175.08 .00000 .00000
-122.22 9.5156 1192 88.189 -.70780 228.32 129.37 -1.4913 -98.950 183.69 10.074 .00000 .00000
-.71123 -98.950 1193 128.59 -74.761 246.01
.00000 171.25 -1.3580 198.44 10.629 .00000
-.70103 -74.761 1194 170.59 -49.680 264.39
.00000 214 .71 -1.3011 218.75 11. 164 .00000
-.72255 -49.680 1195 214.13 243.83
'*'* POST1 f ..NODAL S'TRESS LISTING
- ,j 1 StUBSTEP' 1 7 -.
LOAD STEP= 0 1.0000 LOAD CASE-TIME= ARE IN GLOBAL COORDINATES _ THE FOLLOWING X,Y,Z VALUES
- S2 S3 SINT I II Sxz S1 SXY SYZ SY Sz NODE SX -23.656 283.53
.00000 259.87 -1.2413 m SEQV
-23.656 11.732 .00000 6 1196 259.34 -.71305 ' :-. .: -. 307.65 306.64 3.3394 -1.0149 CD 273;01 .0000. .00000 CD 3.3394 12.248 1197 306.15 -.52648
-2.0869 355.81 C, 6
.'00000 '353.72 30. 486 305.50 12.518 .00000
-1.6460 30.486 1198 353.28 -.26320 418.91
.00000 418.64 64 ;254 i340.66 23.225 .00000 (D 1.0285 64.254 1199 417.35 64.957 503.91
.00000 568.89 136.01 390.66 50. 727 ..0000 70.117 136.01 rN, 1200 563.73 -166.54 841.'1.,
..000.00 -675.24 108.67 472.43 66.888 .00000
-161.19 108.67 45. 30 1201 669.89 .0o0o0 45. 023 -. 36345 743.41 '.00000 45. 023
.00000 .00000
-.36345 45.023 ;I '
1202 45.023 45.387
1203 44.798 -.82302 44.880 .73413 .00000 .00000 44.880 44.810 -.83483 45.715
- 45. 680 1204 44.718 .59803 44. 643 15.328 .00000 .00000 4 9.521 44.643 -4.2043 53.725
- 51. 460 1205 44.650 -.66030 44.215 25.081 .00000 .00000 55.793 44.215 -11. 804 67.597 62.616 1206 44.595 -.48537 44.462 19. 218 .00000 .00000 51. 675 44 .462 -7.5657 59.241
- 55. 984 1207 44.542 -.49891 44.499 15. 912 .00000 .00000 4 9.596 44. 499 -5. 5534 55. 150 52.786 1208 44.550 -.50199 44. 533 13.834 .00000 .00000 48. 459 44.533 -4.4106 52. 870 51.020 1209 44.546 -.49966 44.547 12.453 .00000 .00000 47. 759 44.547 -3.7129 51. 472
- 49. 944 1210 44.547 -.50026 44.556 11.503 .00000 .00000 47.315 44.556 -3.2676 50.582 49.261 1211 44.549 -. 50006 4 4.561 10.840 .00000 .00000 47. 021 44.561 -2.9728 49. 994 48.810 1212 44.550 - .50006 44. 564 10.377 .00000 .00000 4 6.825 44.564 -2.7753 49.600
- 48. 509 1213 44.551 -.50004 44. 566 10.058 .00000 .00000 46. 695 44.566 -2.6436 49. 338 48.309 POSTi NODAL S'TRESS LISTING *****
a.."' .. LOAD STEPS 1 SiLUBSTEP- 1 TIME- 1.0000 LOAD CASE- 0 0 c TilE FOLLOWING X,Y,Z VALUES ARE IN GLOB COORDINATES C r-J NODE SX SY ' SZ' 7 SXY SYZ Sxz Si S2 S3 SINT . _ a SEQV I 1214 44.553 -.50003 44.56 9.8479 .00000 .00000 46. 611 44.567 -2.5586 49.170 48.180 j 1215 44.554 -.50002 44.561 3 9.7211 .00000 .00000 46. 562 44.568 -2.5080 49.070 $3 48.104 1216 44.555 -.50002 44.561 9.6595 .00000 .00000 46. 538 44.568 -2.4836 4 9. 022 l 48.067 C 1217 44.556 -.50001 44.56! 9.6502 .00000 .00000 4 6.536 44.569 -2.4799 49.015 I I 48.062 1218 44.556 -. 50001 44.569 9. 6832 .00000 .00000 46. 549 44.569 -2. 4929 49. 04: i 48.083
.. 00
0 1219 44.557 -. 50001 44. 569 9.7512 .00000 .00000
- 46.577 44.569 -2.5198 49.097
- 48. 124 1220 44.558 -.50001 44.569 9.8482 .00000 .00000 46. 616 44.569 -2.5585 49.175
.0i 0 48.184 1221 44.558 -.50000 44.569 9.9696 .00000 .00000 46.666 44.569 -2.6073 49. 273
- 48. 259 1222 44.559 -. 50000 44.569 10. 112 .00000 .00000 46.724 44.569 -2.6652 49. 389
- 48. 348 I.
1223 44.559 -. 50001 44.569 10.272 .00000 .00000 46.791 44.569 -2.7311 49. 522 48.449 1224 44.560 -. 50000 44. 569 10. 447 .00000 .00000 46.864 44.569 -2.804 4 49.669 48.562 1225 44.560 -.49999 44.569 10.636 .00000 .00000 46.945 44.569 -2.8843 49. 829
- 48. 685
-1226 44.561 -.- 50010 44.569 10.836 .00000 .00000 47.031 44-.569 -2.9706 50.002
- 48. 817 4 ,4. 569 1227 44.561 -.49952 44.569 11.047 .00000 .00000 47.123 44.569 -3.0621 50.185
- 48. 958 1228 44.563 -.50173 44.569 11.267 .00000 .00000 47.223 4 4.569 -3.1616 50.385
.49.11i 1229 44.554 .49574 44.568 11.4 95 .00000 .00000 47.318 44.568 -3.2592 50.577 49;260 1230 44.582 -.5024 6 44.573 11.730 .00000 .00000 47. 451 44.573 -3.37 17 50. 823 49.447 .00000 1231 44.533 -.54 604 . .
44.548 . 11.972 .00000 47. 515 44.548 -3.5280 51';b4'Y`-
- 49. 626 POSTI. NODAL STRESS LISTING *****
' M LOAD STEP-. 1 SUBSTEPG 1 '
TIME- 1.0000 LOAD CASES 0 tD w THE FOLLOWING XY,Z VALUES ARE IN GLOBAL COORDINATES 0 IV NODE SX SY Sz SXY SYZ Sxz Si S2 S3- SINT > SEQV 1232 44.452 -.16589 44.630 12.219 .00000 .00000 47. 579 44.630 -3.2928 50.87.' C. 49.464 . 00
.00000 -5.0597 53. 8. '
1233 -45.700 -1.9951 44.466 12.472 .00000 48. 765 44.466 51.809 1.; .% 1234 23.792 .4.3740 39.909 12.632 .00000 .00000 39. 909 30. 015 -1.84 95 37.795
0
-87.583 52.130 19.865 12.889 .00000 .00000 53. 309 19.865 -88. 7.62 142.07 1235 128.65 245.56 49.227 -49.171 .00000 .00000 251.31 49. 227 -175.58 426.88 1236 -169.84 369.87 5.0098 -5.7076 -103.03 .00000 .00000 67.758 -5.7076 -164.16 231.92 1237 -101.41 205.29
-577.00 -161.94 -94. 926 .00000 .00000 -25.020 -161.94 -593.33 568.31 1238 -41.345
.513.72 499.79 2.0730 499.79 .00000 .00000 .00000 499.79 499.79 2.0730 497.72 1239 497.72 1240 498.08 -3.1848 498.38 -.16135E-02 .00000 .00000 498.38 498.08 -3.1848 501.57 501.41 7.1104 496.81 -16.502 .00000 .00000 496.81 496.31 6.5537 490.26 1241 495.75 490.01 491.26 -27.371 .00000 .00000 492.02 491.26 -3.1842 495.20 1242 490.50 -1.6668 494.83 1243 484.25 .27934E-02 489.43 -19. 519 .00000 .00000 489.43 485.04 - .78274 490.21 488.03
.36849 485.39 -14. 692 .00000 .00000 485.39 477.25 -.82044 486.21 1244 476.79 482.19 467.92 480.45 -11.348 .00000 .00000 480.45 468.20 -.55411 481. 00 1245 .27923 475.00 457.54 .29860 474. 51 -8.8324 .00000 .00000 474.51 457.71 -.46892 474.98 1246 466.80 467.64 -6.8338 .00000. .00000 467.64 445.70 -.39696 46-9.0Or "
1247 445.60 .29225 457.46
.29308 459.85 -5. 1773 .00000 .00000 459.85 432.15 -.35506 460.21 X 1248 432.09 447.00 451.15 -3.7594 .00000 .00000 451.15 417.04 -.32615 451.48 C 1249 417.01 -.29228 rj 435.43
. -A 0n
- "* POSTI NODAL STRESS LISTING *****
(D LOAD STEP- 1 SUBSTEP- 1 TIME- 1.0000 LOAD CASE- 0 cCD THE FOLLOWING X,Y, Z VALUES ARE IN GLOBAL COORDINATES Ur SY Sz SXY SYZ Sxz S1 S2 S3 SINT = NODE SX S EQV 1250 400.35 -.29214 441.54 -2.5147 .00000 .00000 441.54 400.36 -.30792 441.841 422.76 I
~jy
S
-1.3995 .00000 ; 00000 431.01 382.11 -.29705 431.31 1251 382.11 - .29193 431.01 409.06 -.29222 419.87 419.58 -.38374 .00000 .00000 419.58 362.28 1252 362.28 -.29181 394.36 407.53 407.23 .55390 .00000 .00000 407.23 340.88 -.29262 1253 340.88 -.29172 378.73 394.28 393.98 1.4292 .00000 .00000 393.98 317.90 -.29807 1254 317.89 -.29165 362.28 ' 380.12 379.82 2.2538 .00000 .00000 379.82 293.34 -.30890 1255 293.32 -.29160 345.11 -.32604 365.07 364.74 3.0367 .00000 .00000 364 .74 267.20 1256 267.16 -.29157 327.38 -.35128 349.11 348.76 3.7849 .00000 .00000 348.76 239.49 1257 239.43 -.29154 309.30 210.20 -.38788 332.25
-.29152 331.86 4.5039 .00000 .00000 331.86 1258 210.11 291.15 179.35 -.44190 314.50
-.29150 314.05 5. 1980 .00000 .00000 314.05 1259 179.20 273.29 146.95 -.52558 295.86
-.29149 295.34 5. 8709 .00000 .00000 295.34 1260 146.72 256.23 .66725 276.38
-.29146 275.71 6.5254 .00000 .0o000 275.71 113.02 1261 112.65 240.'60 -.94996 256.12 255.17 7. 1640 .00000 .00000 255.17 77. 650 1262 76.992 -.2914 8 227.25 7.7886 .00000. .00000 233.72 41. 216 -1.7530 235:r4 r" 1263 39.754 -.29147 233.72 217.20- -A 1 lAIQ 219.46 I
-.29126 211.36 8.4009 .00000 .00000 211.36 8.7444 1264 .93368 211.54 -41.4,12 229.53 0
-.29214 188.09 9.0029 .00000 .000-00 188.09 1.6775 1265 -39.473 211.29 .82728 -82.5,71 246.47.
-.29087 163.90 9.5917 .00000 .00000 163.90 1266 -81.453 217.14 -125.138 264.68 138.80 10.186 .00000 .00000 138.80 .54512 1267 -125.05 -.28092 229.30 POST1 NODAL STRESS LISTING ***** (D In LOAD STEP- 1 SUBSTEP= 1 _.
I TIME= 1.0000 LOAD CASES 0 THE FOLLOWING XY,Z VALUES ARE IN GLOBAL COORDINATES 1 i I~%
-, *. Pz
0 NODE SX SY SZ SXY SYZ SXZ S1 S2 S3 SINT SEQV 1268 -170.16 -.38225 112.78 10.734 .00000 .000C 112.78 .29365 -170.84 283.62 247.36 1269 -216.80 .19509 86.064 11.323 .00000 .000( 86.064 .78440 -217.39 303.45 271.07 1270 -266.46 -2.3029 57.107 12.146 .00000 .oooC 57.107 -1. 7456 -267.01 324.12 299.07 ' A 1271 -286.68 7.3227 40.119 2.3152 .00000 .000o10 40. 119 7.3409 -286.70 326.82 311.72. 1272 -209.67 32.746 64.307 -24.502 .00000 .000o 64.307 35.198 -212.12 276.43 263.08 1273 -67.076 -5.2026 91.552 -48.293 .00000 .ooOc 91.552 21. 213 -93.491 185.04 161.78 10 1274 -32.028 106.75 133.60 -63.371 .00000 .000C 133.60 131.33 -56. 611 190.21 189.09 1275 -68.263 -314.94 -6.0941 -70.746 .00000 .000c -6.0941 -49. 4 14 -333.79 327.69 308.33 .INIMUM VALUES ODE 1167 1166 1167 1237 1 1 1053 1167 1166 184 184 ALUE -410.57 -1044.9 -410.57 -103.03 .00000 .00000 -57. 313 -410.57 -1045.3 .23764
.23764 . , ..
AXIMUM VALUES ODE 1201 1164 1239 1126 1 1 1164 1239 1164 11 c I 1166 w ALUE 669.89 873.10 499.79 112.45 .00000 .00000 873.74 499.79 314.76 1:L90.5 Ca 1040.4 0 ID
- POST1 NODAL STRESS LISTING
- LOAD STEP= 1 SUBSTEP- 1 TIME- 1.0000 LOAD CASE- 0 THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES SINT .03 NODE SX SY SZ SXY SYZ SXZ S1 S2 S3 ,. p a j
SEQV
- ESTIMATED BOUNDS CONSIDERING THE EFFECT OF DISCRETIZATION ERROR
- I-
wwl4 IINIMUM VALUES 1166 1128 1164 1164 1164 1237 1128 1166 36 'ODE 1236 35 ALUE -700.12 -1388.9 -727.28 -693.52 .00000 .00000 -439.60 -727.28 -1389.4 .00000
.00000 :
IAXIMUM VALUES 1166 1201 .1164' 1164 1164 1164 1164 1164 1164 1164 'ODE 1166 1547.9 989.56 656.07 .00000 .00000 1548.5 1002.9 989.56 1534.6 ALUE 1080.5 1384.5 * '
******&**** ** **************************** *****,***,&************&****~******
zl Di CD
- a
- C NC
- sS
HI 3ABGE01199-0745, Revision 2 HOPPER AND ASSOIJATES ENGINEERS CALCULATION SHEET
- nrE: - NEW DSC STRUCTURAL ANALYSIS DATE: 01/14/99 PACE C -
SUBJECT:
APPENDIX C BY: AgS CK: St - SHT: I OF 89 APPENDIX C ANSYS THERMAL ANALYSIS S
HA3GE-01/99-0745, Revision 2 Cl' r-I
*/filnam,thermlc
. /PREP7
/TITLE,DSC STRUCTURAL ANALYSIS MODEL KAN,0 ET,1,42,,,1 C*** STAINLESS STEEL EX,1,26.5E6 NUXY,1,0.3 DENS,1,0.283 ALPX,1,9.BE-6 C*** CHEMICAL LEAD EX,2,3.0E6 NUXY,2,0.4 DENS,2,0.411 ALPX,2,16.4E-6 c*** KTEMP,-1 C*** NODAL INPUT C*** BOTTOM DETAIL N,1,0.0,0.0 N,7,6.0,0.0 FILL N,8, 6.625,0.0 N, 9,7.25, 0.0 N,10,8.0,0.0 N,35,33.0, 0.0 FILL N,36,33.275,0.0 N,37,33.55,0.0 NGEN,3,37,1,37,1,0.0,0.5 NGEN,2,37,75,109,1,0.0,0.75 N,147,33.125,1.75 N,148,33.55,1.75 NGEN,2,37,112,145 N,183,33.125,1.75 NGEN,2,35,149,157,1,0.0,1.0 N,193,7.25,2.75 N,194,8.0,2.75 NGEN,2,37,158,183,1,0.0,1.0 N,221,33.125,2.75 N,222,33.55,2.75 NGEN,3,39,184,222,1,0.0,1.0 NGEN,2,39,262,270,1,0.0,1.0 N, 310,8.0, 6.0 N,335,33.125,6.0 FILL NGEN,2,35,301,335,1,0.0,0.0 N,371,33.55, 6.0 NGEN,2,36,336,344,1,0.0,0.75 NGEN,2,36,345,371,1,0.0,0.5 N,408,7.25,7.75 N,409,8.0,7.75 N,410,5.0,9.0 N,411,6.125,9.0 O N, 412,7 .25, 9.0 N,413,8.0,9.0 I'NGEN,2,4,410,413,1,0.0,1.0
__ _ II "1 HABGEO1/99-0745, Revision 2 C3 C*** ELEMENT GENERATION C*** BOTTOM DETAIL E,1,2,39,38 EGEN,36,1,-1 E,38,39,76,75 EGEN, 36,1,-1 E,75,76,113,112 EGEN,36,1,-1 MAT,2 E,149, 150, 185, 184 EGEN,8,1,-i MAT,1 E,120,121, 194, 193 MAT,2 E,158,159,196,195 EGEN,24,1,-i E,182,183,220,219 MAT,1 E,147,148,222,221 MAT,2 E,184,185,224,223 EGEN,8,1,-i MAT,1 E,193,194,233,232 MAT,2 E,195,196,235,234 EGEN, 25,1,-1 MAT,1 O B,221,222,261,260 MAT, 2 E,223,224,263,262 EGEN,8,1,-i MAT,l1 E,232,233,272,271 MAT,2 E,234,235,274,273 EGEN, 25,1,-1 MAT,1 E,260,261,300,299 MAT,2 E,262,263,302,301 EGEN,8,1,-i MAT,1 E,271,272,345,344 MAT,2 E,273,274,311,310 EGEN,25,1,-1 MAT,1 E,299,300,371,370 E,336, 337, 373, 372 EGEN, 35,1,-1 E,380,381,409,408 E,408,409,413,412 E,412,413,417,416 _ BE,411,412,416,415 E,410,411,415,414
HABGE-01/99-0745, Revision 2 . C*** DSC SHELL NODES N,425,33.0,-0.75 N,426,33.275,-0.75 N,427,33.55,-0.75 NGEN,5,3,425,427,1,0.0,-1.0 N,440,33.0,-5.75 N,441,33.55,-5.75 NGEN,148,2,440,441,1,0.0,-1.0 N,736,33.0,-153.75 N,737,33.275,-153.75 N,738,33.55,-153.75 NGEN,6,3,736,738,1,0.0,-1.0 C*** DSC SHELL ELEMENTS E,425,426,36,35 E,426,427,37,36 E,428, 429, 426, 425 E,429,430,427,426 EGEN,4,3,291,292 E,440,438,437 E,440,441,438 E,441,439,438 E,442,443,441,440 EGEN,147,2,-i E,736,737,734 E,737,735,734 E,736,738,735 E,739,740,737,736 E,740,741,738,737 EGEN,5,3,452,453,1 C*** BOTTOM DETAIL NODAL INPUT LOCAL, 11,0, 0.0,-166, 0.0 N,754,32.25,9.25 N,755,32.25,8.25 N,756,32.25,7.25 N,757,0.0,7.25 N,789,32.0,7.25 FILL N,757,0.0,7.25 FILL, 757,789 N,790,32.25,7.25 N,791,33.0,7.25 NGEN,2,35,757,789,1,0.0,-0.5 N,825,32.5,6.75 N, 826, 33.0, 6.75 N,827,33.0,6.75 N,828,33.275,6.75 N,829,33.55,6.75 NGEN,3,38,792,829,1,0.0,-0.5 NGEN,3,38,868,901,1 NGEN,2,34,906,939,1,0.0,-1.0 N,974,32.5,4.75 . N,975,33.0,4.75 N,976,33.0,4.75 N,977,33.275,4.75 N,978,33.55,4.75
m I.- HABGEO199-0745, Revision 2
.c5 r1 O NGEN,3,39,940,978,1,0.0,-l.a NGEN,2,39,1018,1051,1,0.0,-1.5 NGEN,2,34,1057,1090,1 N,1125,33.0,1.25 N,1126,33.0,1.25 N,1127,33.275,1.25 N,1128,33.55,1.25 NGEN,2,38,1091,1128,1,0.0,-0.25 NGEN,2,38,1129,1163,1 N,1202,0.0,0.375 N,1234,32.0,0.375 FILL N,1235,32.5,0.375 N,1236,33.0,0.375 N,1237,33.275,0.375 N,1238,33.55,0.375 NGEN,2,37,1202,1238,1,0.0,-0.625 C*** BOTTOM DETAIL ELEMENT GENERATION E,755,748,745,754 E,756,751,748,755 E,792,793,758,757 EGEN, 33,1,-1 E,825,826,791,790 E,827,828,752,751 E,828,829,753,752 E,830,831,793,792 EGEN,34, 1,-1 E,865,866,828,827 E,866,867,829,828 E,868,869,831,830 EGEN,34,1,-i E,903,904,866,865 E,904,905,867,866 MAT,2 E, 940, 941, 907, 906 EGEN, 33,1,-1 MAT,1 E,974,975,902,901 E,976,977,904,903 E,977,978,905,904 MAT,2 E,979,980, 941, 940 EGEN, 33, 1,-1 MAT,1 E,1013,1014,975,974 E, 1015,1016, 977, 976 E,1016,1017,978,977 MAT,2 E,1018,1019,980,979 EGEN, 33,1,-1 MAT,1 E,1052,1053,1014,1013
. E,1054,1055,1016,1015 BE,1055,1056,1017,1016 MAT,2 E,1057,1058,1019,1018
HABGE-01/990745, Revision 2 EGEN,33,1,-i . MAT,1 E,1124,1125,1053,1052 E,1126,1127,1055,1054 E,1127,1128,1056,1055 E,1129,1130,1092,1091 EGEN,34,1,-1 E,1164,1165,1127,1126 E,1165,1166,1128,1127 E,1202,1203,1168,1167 EGEN,34,1,-1 E,1236, 1237, 1165, 1164 E,1237,1238,1166,1165 E,1239,1240,1203,1202 EGEN,36,1,-1
*WSORT,Y C**. AXISYMETRIC BOUNDARY CONDITIONS c*** SYMBC,,,0.0 *********************************
csys, O nsel,s,loc,x,0 dsym, symm, x, 0 c*** SYMBC,11,,0.0 ********************************** c***csys, 11 c***nsel,s,loc,y,0 c***dsym, symm, x, 11 allsel C*** CONSTANT COUPLED NODES . CP,1,UX,120,157 CP,2,UX, 121, 158 CP,3,UX,192,193 CP, 4,UX, 194, 195 CP, 5, UX, 231, 232 CP,6,UX,233,234 CP, 7, UX, 270, 271 CP,8,UX,272,273 CP,9,UX,309,344 CP, 10, UX, 310,345 CP,12,UX,183,147 CP,13,UX,220,221 CP,14,UX,259,260 CP, 15, UX,298, 299 CP, 16, UX,335, 370 CP,17,UX,751,791 CP, 18,UX, 826,827 CP,19,UX,864,865 CP,20,UX, 902, 903 CP, 21, UX, 901, 939 CP, 22, UX, 973, 974 CP,23,UX, 975, 976 CP,24,UX,1012,1013 CP,25,UX,1014,1015 CP,26,UX,1051,1052 CP, 27,UX,1053,1054 . CP,28,UX,1090,1124 CP,29,UX,1125,1126 CP,30,UX,1164,1201 C*** LOADING CONDITIONS
- -- b -
HABGE-01/99-0745, Revision 2 O CP, 31, UY, 112,149 CPSGEN,34,1,-i CP, 65, UY, 147, 183 CP, 66, UY, 868, 906 CPSGEN, 34, 1,-1 CP,100,UY,1057,1091 CPSGEN,34,1,-i CP, 134,UY, 1129, 1167 CPSGEN,34,1,-i CP, 168, UY, 301,336 CPSGEN, 35, 1,-1 C*** BOUNDARY CONDITIONS D,1239, UY, 0.0 C*** THERMAL LOADING C*** LOAD STEP1, DSC WITH AIR GAP BF,1,TEMP,276 BF, 2,TEMP, 280 BF,3,TEMP,283 BF,4,TEMP,287 BF,5,TEMP,290 BF,6,TEMP,294 BF,7,TEMP,297 BF,8,TEMP,300 BF,9,TEMP,302 BF, 10, TEMP, 304 BF, 1,TEMP, 306 . BF,12,TEMP,308 BF,13,TEMP,310 BF, 14,TEMP, 312 BF, 15, TEMP, 314 BF,16,TEMP,316 BF, 17, TEMP, 318 BF,18,TEMP,320 BF,19,TEMP,322 BF, 20, TEMP, 324 BF,21,TEMP,326 BF,22,TEMP,328 BF,23,TEMP,330 BF,24, TEMP, 332 BF,25,TEMP,334 BF, 26, TEMP, 336 BF, 27, TEMP, 338 BF,28,TEMP, 340 BF, 29, TEMP, 342 BF,30,TEMP,344 BF,31,TEMP,346 BF, 32, TEMP, 348 BF,33,TEMP,350 BF,34,TEMP,352 BF,35,TEMP,354 BF,36,TEMP,357 BF, 37, TEMP, 358 BF, 38,TEMP, 276 . BF,39,TEMP,280 BF,40,TEMP,283 BF,41,TEMP,287 BF,42,TEMP,290
HABGE-01199-0745, Revision 2 r . BF,43,TEMP,294 BF,44,TEMP,297 BF, 45, TEMP, 300 BF,46,TEMP,302 BF,47,TEMP,304 BF,48,TEMP,306 BF,49,TEMP,308 BF,50,TENP,310 BF, 51,TEMP, 312 BF,52,TEMP,314 BF,53,TEMP,316 BF, 54, TEMP, 318 BF,55,TEMP,320 BF, 56, TEMP, 322 BF, 57,TEMP, 324 BF,58,TEMP,326 BF,59,TEMP,328 BF, 60, TEMP, 330 BF, 61,TEMP, 332 BF, 62,TEMP, 334 BF, 63,TEMP, 336 BF, 64, TEMP, 338 BF, 65, TEMP, 340 BF, 66,TEMP, 342 BF, 67,TEMP, 344 BF, 68,TEMP,346 BF,69,TEMP,348 BF,70,TEMP,350 BF,71,TEMP,352 BF, 72, TEMP, 354 BF,73,TEMP,357 BF,74,TEMP,358 BF, 75, TEMP, 275 BF,76,TEMP,279 BF,77,TEMP,283 BF,78,TEMP,286 BF,79,TEMP,289 . BF,80,TEMP,292 BF, 81,TEMP, 295 BF, 82, TEMP, 297 BF,83,TEMP,299 BF,84,TEMP,301 BF,85,TEMP,303 BF,86,TEMP,305 BF, 87, TEMP, 307 BF,88,TEMP, 309 BF,89,TEMP,311 BF,90,TEMP,313 BF,91,TEMP,315 BF, 92, TEMP, 317 BF,93,TEMP,319 BF, 94,TEMP, 321 BF, 95,TEMP, 323 BF,96,TEMP,325 BF, 97,TEMP, 327 BF,98,TEMP,329 BF,99,TEMP,331
mmmmin HABGE-01/99-0745, Revision 2
. B,1F,00,TEMP,333 BF,101, TEMP, 335 BF,102,TEMP,337 BF,103,TEMP,339 BF, 104, TEMP, 341 BF, 105, TEMP, 343 BF, 106, TEMP, 345 BF,107,TEMP,347 BF, 108,TEMP, 349 BF,109,TEMP,351 BF, 110, TEMP, 354 BF, 111, TEMP, 355 BF,112,TEMP,275 BF,113,TEMP,279 BF, 114,TEMP, 283 BF,115,TEMP,286 BF, 116,TEMP, 289 BF,117,TEMP,292 BF, 118,TEMP, 295 BF,119,TEMP,297 BF,120,TEMP,299 BF,121,TTEMP,301 BF, 122, TEMP, 303 BF, 123, TEMP, 305 BF,124,TEMP,307 BF, 125, TEMP, 309
. BF,126,TEMP,311 BF,127,TEMP,313 BF,128,TEMP,315 BF,129,TEMP,317 BF,130,TEMP,319 BF,131,TEMP,321 BF,132,TEMP,323 BF,133,TEMP,325 BF, 134,TEMP, 327 BF,135,TEMP,329 BF,136,TEMP,331 BF, 137, TEMP, 333 BF,138,TEMP,335 BF,139,TEMP,337 BF, 140, TEMP, 339 BF, 141,TEMP, 341 BF,142,TEMP,343 BF,143,TEMP,345 BF, 144,TEMP, 347 BF,145,TEMP,349 BF,146,TEMP,351 BF, 147,TEMP, 354
*BF,148, TEMP, 355 BF,149,TEMP,275 BF, 150,TEMP, 279 BF,151,TEMP,283 BF,152,TEMP,286
. BF,153,TEMP,289 BF,154,TEMP,292 BF,155,TEMP,295 BF,156,TEMP,297
- HABGE-01/99-0745, Revision 2 c lo BF,157,TEMP,299
. BF,158,TEMP,301 BF,159,TEMP,303 BF,160,TEMP,305 BF, 161,TEMP, 307 BF,162,TEMP,309 BF, 163, TEMP, 311 BF, 164, TEMP, 313 BF,165,TEMP,315 BF, 166,TEMP, 317 BF,167,TEMP,319 BF,168, TEMP, 321 BP, 169,TEMP, 323 BF,170,TEMP,325 BF,171,TEMP,327 BF, 172, TEMP, 329 Br, 173,TEMP, 331 BF,174,TEMP,333 BF,175,TEMP,335 Br, 176,TEMP, 337 BF, 177, TEMP, 339 BE, 178, TEMP, 341 BF,179,TEMP,343 Br, 180, TEMP, 345 BF,181,TEMP,347 BF, 182,TEMP, 349 BF,183,TEMP,351 BF, 184, TEMP, 274 . BF,185,TEMP,278 BF,186,TEMP,282 BF, 187,TEMP, 285 BF,188,TEMP,288 BF,189,TEMP,291 BF,190,TEMP,294 BF,191,TEMP,296 BF, 192, TEMP, 298 BE, 193,TEMP, 298 BF,194,TEMP,300 BF,195,TEMP,300 BF,196,TEMP,302 BF,197,TEMP,304 BF, 198, TEMP, 306 Br, 199, TEMP,308 BF,200,TEMP,310 BF,201,TEMP,312 BF,202, TEMP, 314 BF,203,TEMP,316 BF,204,TEMP,318 BF,205,TEMP,320 BF,206,TEMP,322 BF,207,TEMP,324 BF,208,TEMP,326 BF,209,TEMP,328 .sBF,210,TEMP,330 B'F,211,TEMP,332 BF,212,TEMP,334 BF,213,TEMP,336
9. HABGE-01/990745, Revision 2 BF,214,TEMP,338 BF, 215, TEMP, 340 BF,216,TEMP,342 BF,217, TEMP, 344 BF, 218, TEMP, 346 BF,219,TEMP,348 BF, 220, TEMP, 350 BF,221, TEMP, 353 BF,222,TEMP,354 BF,223,TEMP,273 BF,224,TEMP,277 BF,225,TEMP,281 BF,226,TEMP,284 BF,227,TEMP,287 BF,228,TEMP,290 BF,229,TEMP,293 BF,230, TEMP, 295 BF,231,TEMP,297 BF,232, TEMP, 297 BF,233,TEMP,299 BF,234,TEMP,299 BF,235,TEMP,301 BF,236,TEMP,303 BF,237,TEMP,305 BF,238,TEMP,307 BF,239,TEMP,309 BF,240,TEMP,311 BF,241,TEMP,313 BF, 242, TEMP, 315 BF,243,TEMP,317 BF, 244, TEMP, 319 BF,245,TEMP,321 BF, 246, TEMP, 323 BF,247, TEMP, 325 BF,248,TEMP,327 BF,249,TEMP,329 BF,250,TEMP,331 BF,251,TEMP,333 BF,252, TEMP, 335 BF,253,TEMP,337 BF,254,TEMP, 339 BF,255,TEMP,341 BF,256,TEMP,343 BF, 257, TEMP, 345 BF,258,TEMP,347 BF,259,TEMP,349 BF,260,TEMP,352 BF,261,TEMP,353 BF,262,TEMP,272 BF,263,TEMP,276 BF,264,TEMP,280 BF,265,TEMP,283 BF,266,TENMP,286 . BF,267,TEMP,289 BF,268,TEMP,292 BF,269,TEMP,294 BF,270,TEMP,296
HABGE-011990745, Revision 2 y c l1 BF,271,TEMP,296 BF,272, TEMP, 298 BF, 273, TEMP, 298 BF,274, TEMP, 300 BF, 275, TEMP, 302 BF,276,TEMP,304 BF,277,TEMP, 306 BF,278,TEMP,308 BF,279,TEMP,310 BF, 280, TEMP, 312 BF, 281, TEMP, 314 BF,282,TEMP,316 BF, 283, TEMP, 318 BF,284,TEMP,320 BF, 285, TEMP, 322 BE,286,TEMP,324 BF, 287, TEMP, 326 BF, 288, TEMP, 328 BF,289,TEMP,330 BF,290,TEMP,332 BF,291,TEMP,334 BF, 292, TEMP, 336 BF,293,TEMP,338 BF, 294, TEMP, 340 BF, 295, TEMP, 342 BF,296,TEMP,344 BF,297,TEMP,346 BF,298,TEMP,348 BF,299,TEMP,351 BF,300,TEMP,352 BF,301,TEMP,271 BF,302,TEMP,275 BF,303,TEMP,279 BF,304,TEMP,282 BF, 305, TEMP, 285 BF,306,TEMP,288 BF,307,TEMP,291 BF, 308,TEMP,293 BF, 309, TEMP, 295 BF, 310, TEMP, 297 BF,311,TEMP,299 BF, 312, TEMP, 301 BF,313,TEMP,303 BF,314,TEMP,305 BF,315,TEMP,307 BF,316,TEMP,309 BF,317,TEMP,311 BF, 318, TEMP, 313 BF,319,TEMP,315 BF,320,TEMP,317 BF,321,TEMP,319 BF,322,TEMP,321 BF,323,TEMP,323 BF, 324, TEMP, 325 BF,325,TEMP,327
- BF,326,TEMP,329 BF, 327, TEMP, 331
I.- ii
-HASE-01199-0745 , ReVislon 2 BF,328,TEMP,333 BF,329,TEMP,335 BF, 330, TEMP, 337 BF,331,TEMP,339 BF,332, TEMP, 341 BF,333,TEMP,343 BF, 334,TEMP, 345 BF, 335, TEMP, 347 BF,336,TEMP,270 BF,337,TEMP,274 BF,338,TEMP,278 BF,339,TEMP,281 BF, 340, TEMP, 284 BF, 341, TEMP, 287 BF,342,TEMP,290 BF,343,TEMP,292 BF, 344, TEMP, 294 BF,345,TEMP,296 BF,346,TEMP,298 BF,347,TEMP,300 BF,348,TEMP,302 BF,349,TEMP,304 BF,350,TEMP,306 BF,351,TEMP,308 BF,352,TEMP,310 BF,353,TEMP,312 BF, 354, TEMP, 314 BF,355,TEMP,316 BF,356,TEMP,318 BF,357,TEMP,320 BF,358,TEMP,322 BF, 359, TEMP, 324 BF,360,TEMP,326 BF, 361, TEMP, 328 BF,362, TEMP, 330 BF,363,TEMP,332 BF,364,TEMP,334 BF,365,TEMP,336 BF,366,TEMP,338 BF, 367, TEMP, 340 BF, 368, TEMP, 342 BF,369,TEMP,344 BF,370,TEMP,346 BF,371,TEMP,351 BF, 372, TEMP, 269 BF,373,TEMP,273 BF, 374,TEMP, 277 BF,375,TEMP,280 BF,376,TEMP,.283 BF,377,TEMP,286 BF,378,TEMP,289 BF,379,TEMP,291 BF, 380, TEMP, 293 BF,381,TEMP,295 BF, 382, TEMP, 297 BF,383,TEMP,299 BF, 384, TEMP, 301
HABGE-01/99-0745, Revlsion 2 BF,385,TEMP,303 BF,386,TEMP,305 BF, 387, TEMP, 307 BF,388,TEMP,309 BF,389,TEMP,311 BF, 390, TEMP, 313 BF,391,TEMP,315 BF, 392, TEMP, 317 BF,393,TEMP,319 BF,394,TEMP,321 BF,395,TEMP,323 BF,396,TEMP,325 BF,397,TEMP,327 *. BF, 398, TEMP, 329 BF,399,TEMP,331 BF,400,TEMP,333 BF,401,TEMP,335 BF, 402,TEMP, 337 BF,403,TEMP,339 BF, 404,TEMP, 341 BF,405,TEMP,343 BF,406,TEMP,345 BF,407,TEMP,350 BF, 408,TEMP, 297 BF,409, TEMP, 297 BF,410,TEMP,297 BF, 411, TEMP, 297 BF, 412, TEMP, 297 BF, 413,TEMP, 297 BF,414,TEMP,297 BF, 415, TEMP, 297 BF,416,TEMP,297 BF,417,TEMP,297 BF,425,TEMP,346 BF,426,TEMP,346 BF,427,TEMP,346 BF,428,TEMP,346 BF,429,TEMP,346 BF,430,TEMP,346 BF,431,TEMP,346 BF,432,TEMP,346 BF,433,TEMP,346 BF,434,TEMP,346 BF,435,TEMP,346 BF,436,TEMP,346 BF,437,TEMP,346 BF,438,TEMP,346 BF,439,TEMP,346 BF,440,TEMP,346 BF,441,TEMP,346 BF,442,TEMP,346 BF,443,TEMP,346 BF,444,TEMP,346 BF,445,TEMP,346 BF,446,TEMP,346 BF,447,TEMP,346 BF,448,TEMP,346
. I-HABGE-011990745, Revision 2 BF,449,TEMP,346 BF,450,TEMP,346 BF,451,TEMP,346 BF, 452, TEMP, 346 BF,453,TEMP,346 BF, 454,TEMP, 346 BF,455,TEMP,346 BE,456,TEMP,346 BF,457,TEMP,346 BF,458,TEMP,346 BF,459,TEMP,346 BF, 460, TEMP, 346 BF,461,TEMP,346 BF, 462, TEMP, 346 BF, 463, TEMP, 346 BF, 464,TEMP, 346 BF,465,TEMP,346 BF,466,TEMP,346 BF, 467,TEMP, 346 BF,468,TEMP,346 BF,469,TEMP,346 BF, 470, TEMP, 346 BF,471,TEMP,346 BF, 472, TEMP, 346 BF,473,TEMP,346 BF, 474,TEMP, 346 BF, 475, TEMP,346 BF, 476,TEMP, 346 BF, 477,TEMP, 346 BF, 478,TEMP, 346 BF,479,TEMP,346 BF, 480,TEMP, 346 BF,481,TEMP,346 BF,482,TEMP,346 BF,483,TEMP,346 BF, 484,TEMP, 346 BF, 485,TEMP, 346 BF,486,TEMP,346 BF, 487,TEMP, 346 BF,488,TEMP,346 BF,489,TEMP,346 BF, 490, TEMP, 346 BF,491,TEMP,346 BF,492,TEMP,346 BF, 493, TEMP, 346 BF, 494, TEMP, 346 BF, 495, TEMP, 346 BF,496,TEMP,346 BF, 497,TEMP, 346 BF, 498,TEMP, 346 BF,499,TEMP,346 BF, 500,TEMP, 346 BF,501,TEMP,346 BF,502,TEMP,346 BF, 503, TEMP, 346 BF,504,TEMP,346 BF,505,TEMP,346
HABGE-O1/99745, Revision 2 O BF,507,TEMP,346 BF,506,TEMP,346 BF,508,TEMP, 346 BF,509,TEMP,346 BF, 510, TEMP, 346 BF,511,TEMP,346 BF,512,TEMP,346 BF, 513, TEMP, 346 BF, 514, TEMP, 346 BF, 515,TEMP, 346 BF,516,TEMP,346 BF,517,TEMP,346 BF,518,TEMP,346 BF,519, TEMP, 346 BF,520,TEMP,346 BF,521,TEMP,346 BF, 522,TEMP, 346 BF,523,TEMP,346 BF,524,TEMP,346 BF,525,TEMP,346 BF,526,TEMP,346 BF,527, TEMP, 346 BF,528,TEMP,346 BF,529,TEMP,346 BF,530,TEMP,346 BF,531,TEMP,346 BF, 532, TEMP, 346 . BF,533,TEMP,346 BF,534,TEMP,346 BF,535,TEMP,346 BF,536,TEMP,346 BF,537, TEMP, 346 BF,538,TEMP,346 BF,539,TEMP,346 BF,540,TEMP,346 BF, 541,TEMP, 346 BF,542,TEMP,346 BF, 54 3, TEMP,346 BF,544,TEMP,346 BF,545,TEMP,346 BF,596,TEMP,346 - BF,547,TEMP,346 BF,548,TEMP,346 BF,549,TEMP,346 BF,550,TEMP,346 BF,551,TEMP,346 BF,552,TEMP,346 BF, 553, TEMP, 346 BF,554,TEMP,346 BF,555,TEMP,346 BF, 556,TEMP, 346 BF, 557, TEMP, 346 BF, 558,TEMP, 346 .liBF, 559,TEMP, 346 BF,560,TEMP,346 BF,561,TEMP,346 BF, 562, TEMP, 346
tZ1_ HABGE-011990745, Revision 2 BF,563, TEMP, 346 BF, 564, TEMP, 346 BF, 565, TEMP, 346 BF, 566, TEMP, 346 BF,567,TEMP, 346 BF,568,TEMP,346 BF,569,TEMP,346 BF, 570, TEMP, 346 BF,571, TEMP, 346 BF, 572, TEMP, 346 BF, 573, TEMP, 346 BF,574,TEMP,346 BF,575,TEMP,346 BF,57-6,TEMP,346 BF, 577,TEMP,346 BF, 578, TEMP, 346 BF,579,TEMP,346 BF,580, TEMP, 346 BF,581,TEMP, 346 BF, 582, TEMP, 346 BF,583,TEMP;346 BF,584,TEMP,346 BF,585, TEMP, 346 BF,586,TEMP,346 BF,587,TEMP,346 BF, 588,TEMP, 346 BF, 589,TEMP, 346 BF, 590, TEMP, 346 BF, 591, TEMP, 346 BF,592, TEMP, 346 BF, 593, TEMP, 346 BF,594, TEMP, 346 BF, 595,TEMP, 346 BF,596,TEMP, 346 BF,597,TEMP,346 BF,598,TEMP,346 BF,599,TEMP,346 BF, 600,TEMP, 346 BF, 601,TEMP, 346 BF, 602, TEMP, 346 BF, 603,TEMP, 346 BF,604,TEMP,346 BF,605,TEMP,346 BF, 606, TEMP, 346 BF,607,TEMP,346 BF, 608,TEMP, 346 BF, 609, TEMP, 346 BF, 610,TEMP, 346 BF, 611, TEMP, 346 BF, 612, TEMP, 346 BF, 613,TEMP, 346 BF,614,TEMP,346 BF, 615, TEMP, 346 BF, 616, TEMP, 346 BF,617,TEMP, 346 BF,618,TEMP,346 BF, 619,TEMP, 346
HABGE-01/99-0745, Revision 2 y :c I
.r BF, 620, TEMP, 346 BBF, 621, TEMP, 346 BF, 622,TEMP, 346 BF, 623,TEMP, 346 BF, 624,TEMP, 346 BF, 625,TEMP, 346 BF,626,TEMP,346 BF, 627,TEMP, 346 BF, 628,TEMP, 346 BF, 629,TEMP, 346 BF, 630,TEMP, 346 BF, 631,TEMP, 346 BF, 632,TEMP, 346 BF, 633, TEMP, 346 BF, 634, TEMP, 346 . .
BF, 635, TEMP, 346 . BF,636,TEMP,346 q BF, 637,TEMP, 346 . . BF, 638, TEMP, 346 BF, 639,TEMP, 346 BF, 640,TEMP, 346 BF, 641,TEMP, 346 BF, 642,TEMP, 346 BF, 643, TEMP, 346 BF, 644,TEMP, 346 BF, 645,TEMP, 346 BF,646,TEMP,346 BF, 647, TEMP, 346 BBF, 648, TEMP, 346 BF,649,TEMP,346 BF, 650,TEMP, 346 BF, 651, TEMP, 346 BF, 652, TEMP, 346 BF, 653, TEMP, 346 BF, 654,TEMP, 346 BF, 655,TEMP, 346 BF, 656, TEMP, 346 BF, 657,TEMP, 346 BF, 658,TEMP, 346 BF,659,TEMP,346 BF, 660,TEMP, 346 BF, 661,TEMP, 346 BF, 662,TEMP, 346 BF, 663,TEMP, 346 .. . I .. I . .. BF,664,TEMP,346 BF, 665, TEMP, 346 -, I BF,666,TEMP,346 I BF, 667, TEMP, 346 BF, 668,TEMP, 346 BF,669,TEMP,346 BF, 670,TEMP, 346 BF, 671,TEMP, 346 BF,672,TEMP,346 BF,673,TEMP, 346 BF, 674, TEMP, 346 EBF,675,TEMP,346 BF, 676,TEMP, 346
iI -- I I= HABGE-01/99-0745, Revision 2 C. BF, 677, TEMP, 346 BF, 678, TEMP, 346 BF,679,TEMP,346 BF,680,TEMP,346 BF, 681,TEMP, 346 BF, 682,TEMP, 346 BF, 683,TEMP, 346 BF,684,TEMP,346 BF, 685,TEMP, 346 BF, 686, TEMP, 346 BF, 687, TEMP, 346 BF, 688, TEMP, 346 BF,689, TEMP, 346 BF,690, TEMP, 346 BF, 69.1,TEMP, 346 BF, 692,TEMP, 346 BF, 693, TEMP, 346 BF, 694,TEMP, 346 BF,695, TEMP, 346 BF,696,TEMP,346 BF, 697,TEMP, 346 BF,698,TEMP, 346 BF,699,TEMP,346 BF, 700, TEMP, 346 BF,701,TEMP,346 BF,702,TEMP,346 BF,703,TEMP,346 BF, 704,TEMP, 346 BF,705,TEMP,346 BF,706,TEMP,346 BF,707,TEMP,346 BF,708, TEMP, 346 BF, 709, TEMP, 346 BF,710,TEMP,346 BF,711,TEMP,346 BF, 712, TEMP, 346 BF,713,TEMP,346 BF,714,TEMP,346 BF, 715, TEMP, 346 BF,716,TEMP,346 BF,717,TEMP, 346 BF,718,TEMP,346 BEF, 719, TEMP, 346 BF,720, TEMP, 346 BF,721,TEMP,346 BF,722,TEMP,346 BF,723,TEMP,346 BF,724,TEMP,346 BF,725,TEMP, 346 BEF,726,TEMP,346 BF,727, TEMP, 346 BF, 728, TEMP, 346 BF,729,TEMP,346 BF,730,TEMP,346 BF,731,TEMP, 346 BF,732,TEMP,346 BF,733,TEMP,346
HABGE-01/99-0745, Revision 2
.BF,734,TEMP, 346 BF,735, TEMP, 346 BF, 736,TEMP, 346 BF,737, TEMP, 346 BF,738, TEMP,346 BF,739,TEM4,346 BF,740,TEMP,346 BF,74 1,TEMP, 34 6 BF,742,TEMP,346 BF,743,TEMP,346 BF,744,TEMP, 346 BF,745,TEMP,346 BF,746, TEMP, 346 BF,747,TEMP,346 BF,748,TEMP,346 BF,749,TEMP,346 BF,750,TEMP,346 BF,751,TEMP,346 BF,752,TEMP, 346 BF,753,TEMP,346 BF,754, TEMP, 346 BF, 755, TEMP, 346 BF,756,TEMP,346 BF, 757, TEMP, 269 BF,758,TEMP,271.543 BF,759,TEMP,274.086
. BF,760,TTEMP,276.629 BF,761,TEMP,279.172 BF,762,TEMP,281.715 BF,763,TEMP,284.258 BF,764,TEMP,286.801 BF,765,TEMP,289.344 BF,766,TEMP,291.887 BF,767,TEMP,294.43 BF,768, TEMP,296.973 BF,769,TEMP,299.516 BF,770,TEMP,302.059 BF,771, TEMP, 304.602 BF,772,TEMP,307.145 BF,773,TEMP,309.688 BF,774,TEMP,312.231 BF,775,TEMP,314.774 BF,776,TEMP,317.317 BF,777,TEMP,319.86 BF,779,TEMP,322.403 - BF, 779, TEMP, 324.946 BF,780,TEMP,327.489 BF,781,TEMP,330.032 BP,782,TEMP,332.575 BF,783,TEMP,335.118 BF,784,TEMP,337.661 BF,785,TEMP,340.204 BF,786, TEMP, 342.747 BF,787,TEMP,345.29 O BF,788,TEMP,347.833 BF,789,TEMP,350.376 BF,7790,TEMP,352.919
film Iim ml HABGE-01/99-0745, Revision 2
> C21
." BEF,791,TEMP,355.462 BF,792,TEMP,269 BF,793,TEMP,271.543 BF,794,TEMP,274.086 BF,795,TEMP,276.629 BF,796,TEMP,279.172 BF,797,TEMP,281.715 BF,798,TEMP,284.258 BF,799,TEMP,286.801 BF,800,TEMP,289.344 BF,801,TEMP,291.887 BF, 802,TEMP, 294.43 BF,803,TEMP,296.973 BF,804,TEMP,299.516 BF, 805, TEMP, 302.059 BF,806,TEMP,304.602 BF,807,TEMP,307.145 BF,808,TEMP,309.688 BF,809,TEMP,312.231 BF,810,TEMP,314.774 BF,811,TEMP,317.317 BF,812,TEMP,319.86 BF,813,TEMP,322.403 BF,814,TEMP,324.946 BF,815,TEMP,327.489 BF,816,TEMP,330.032 S BF,817,TEMP,332.575 BF,818,TEMP,335.118 BF,819,TEMP,337.661 BF,820,TEMP,340.204 BF,821,TEMP,342.747 BF,822,TEMP,345.29 BF,823,TEMP,347.833 BF,824,TEMP,350.376 BF,825,TEMP,352.919 BF,826,TEMP,355.462 BF,827,TEMP,358 BF, 828, TEMP, 358 BF,829,TEMP,358 BF,830,TEMP,268 BF,831,TEMP,270.486 BF,832,TEMP,272.972 BF,833,TEMP,275.458 BF, 834, TEMP, 277.944 BF,835,TEMP,280.43 BF,836,TEMP,282.916 BF,837,TEMP,285.402 BF,838,TEMP,287.888 BF,839,TEMP,290.374 BF, 840, TEMP, 292. 86 BF,841,TEMP,295.346 BF,842,TEMP,297.832 BF,843,TEMP,300.318 O BF,844,TEMP,302.804 BF,845,TEMP,305.29 BF,846,TEMP,307.776 BF,847,TEMP,310.262
HABGE-01/99-0745, Revision 2 . BF,848,TEMP,312.748 BF,849,TEMP,315.234 BF,850,TEMP,317.72 BF,851,TEMP,320.206 BF,852,TEMP,322.692 BF,853,TEMP,325.178 BF, 854,TEMP, 327. 664 BF,855,TEMP,330.15 BF,856, TEMP, 332. 636 BF,857,TEMP,335.122 BF,858,TEMP,337.608 BF,859,TEMP,340.094 BF,860,TEMP,342.58 BF,861,TEMP,345.066 BF,862,TEMP,347.552 BF,863,TEMP,350.038 BF,864,TEMP,352.524 BF, 865,TEMP, 355 BF,866,TEMP,355 BF,867,TEMP,355 BF,868, TEMP, 268 BF,869,TEMP,270.486 BF,870,TEMP,272.972 BF,871,TEMP,275.458 BF,872,TEMP,277.944 BF,873,TEMP,280.43 . BF,874,TEMP,282.916 BF,875,TEMP,285.402 BF,876,TEMP,287.888 BF, 877,TEMP,290.374 BF, 878,TEMP,292.86 BF,879,TEMP,295.346 BF,880,TEMP,297.832 BF,881,TEMP,300.318 BF,882,TEMP,302.804 BF,883,TEMP,305.29 BF,884,TEMP,307.776 BF,885,TEMP,310.262 BF,886,TEMP,312.748 BF,887,TEMP,315.234 BF,888,TEMP,317.72 BF,889,TEMP,320.206 BF,890,TEMP,322.692 BF,891,TEMP,325.178 BF, 892,TEMP, 327.664 BF,893,TEMP,330.15 BF,894,TEMP,332.636 BF,895,TEMP,335.122 BF, 896, TEMP, 337.608 BF,897,TEMP,340.094 BF,898,TEMP,342.58 BF,899,TEMP,345.066 BF,900,TEMP,347.552 O BF,901,TEMP,350.038 BF,902,TEMP,352.524 BF,903,TEMP,355 BF,904,TEMP,355
I HABGE-01/99-0745, Revision 2 c 23 BF, 905, TEMP, 355 BF,906,TEMP,268 BF,907,TEMP,270.486 BF, 908,TEMP,272.972 i BF,909,TEMP,275.458 BF,910,TEMP,277.944 BF,911,TEMP,280.43 BF,912,TEMP,282.916 BF,913,TEMP,285.402 BF,914,TEMP,287.888 BF,915,TEMP,290.374 BF,916,TEMP,292.86 BF,917,TEMP,295.346 BF, 918,TEMP, 297.832 BF,919,TEMP,300.318 BF,920,TEMP,302.804 BF,921,TEMP,305.29 BF, 922,TEMP,307.776 BF,923,TEMP,310.262 BF,924,TEMP,312.748 BF,925,TEMP,315.234 BF,926,TEMP,317.72 BF,927,TEMP,320.206 BF, 928,TEMP,322.692 BF,929,TEMP,325.178 BF, 930,TEMP, 327.664 BF,931,TEMP,330.15 BF, 932, TEMP, 332. 636 BF,933,TEMP,335.122 BF,934,TEMP,337.608 BF,935,TEMP,340.094 BF,936,TEMP,342.58 BF,937,TEMP,345.066 BF,938,TEMP,347.552 BF,939,TEMP,350.038 BF,940,TEMP,268 BF, 941,TEMP, 270.529 BF,942,TEMP,273.058 BF,943,TEMP,275.587 BF, 944,TEMP, 278.116 BF, 945, TEMP, 280.645 BF, 94 6,TEMP, 283.174 BF,947,TEMP,285.703 BF,948,TEMP,288.232 BF,949,TEMP,290.761 BF,950,TEMP,293.29 BF,951,TEMP,295.819 BF,952,TEMP,298.348 BF,953,TEMP,300.877 BF,954,TEMP,303.406 BF,955,TEMP,305.935 BF, 956, TEMP, 308.464 BF,957,TEMP,310.993 O BF,958,TEMP,313.522 BF,959,TEMP,316.051 BF,960,TEMP,318.58 BF,961,TEMP,321.109 i
HABGEO1/990745, Revision 2 C Z.aq 7. BF,962,TEMP,323.638 BF,963,TEMP,326.167 BF,964,TEMP,328.696 BF,965,TEMP,331.225 BF,966,TEMP,333.754 . . I
. I . , . - .
BF,967,TEMP,336.283 BF,968, TEMP, 338.812 BF,969,TEMP,341.341 BF, 970,TEMP, 343.87 BF,971, TEMP, 346.399 BF,972,TEMP,348.928 BF,973,TEMP,351.457 BF,974,TEMP,352 BF,975, TEMP, 354 BF,976,TEMP,354 BF,977,TEMP,354 BF,978,TEMP,354 BF,979, TEMP, 267 BF,980,TEMP,269.529 BF,981,TEMP,272.058 BF,982,TEMP,274.587 BF,983,TEMP,277.116 BF,984,TEMP, 279. 645 BF,985,TEMP,282.174 BF,986,TEMP,284.703 BF,987,TEMP,287.232 BF,988,TEMP,289.761 BF,989,TEMP,292.29 BF,990,TEMP,294.819 BF,991,TEMP,297.348 BF,992,TEMP,299.877 BF,993,TEMP,302.406 BF,994,TEMP,304.935 BF,995, TEMP, 307.464 BF,996,TEMP,309.993 BF, 997,TEMP, 312.522 BF,998,TEMP,315.051 BF,999,TEMP,317.58 BF,1000,TEMP,320.109 BF, 1001, TEMP, 322.638 BF,1002,TEMP,325.167 BF,1003,TEMP,327.696 BF,1004,TEMP,330.225 BF,1005,TEMP,332.754 BF,1006,TEMP,335.283 BF,1007,TEMP,337.812 BF,1008,TEMP,340.341 BF,1009,TEMP,342.87 BF,1010,TEMP,345.399 BF,1011,TEMP,347.928 BF,1012,TEMP,350.457 BF,1013,TEMP,351 BF,1014,TEMP,353 BF,1015,TEMP,353 BF,1016,TEMP,353 BF,1017,TEMP,353 BF,1018,TEMP,266
Ii HABGE-01/99-0745, Revislon 2 . BF,1019,TEMP,268.529 BF,1020,TEMP,271.058 BF,1021,TEMP,273.587 BF,1022,TEMP,276.116 BF,1023,TEMP,278.645 BF,1024,TEMP,281.174 BF,1025,TEMP,283.703 BF,1026,TEMP,286.232 BF,1027,TEMP,288.761 BF,1028,TEMP,291.29 BF,1029,TEMP,293.819 BF, 1030, TEMP, 296.348 BF,1031,TEMP,298.877 BF, 1032, TEMP, 301.406 BF,1033,TEMP,303.935 BF,1034,TEMP,306.464 BF,1035,TEMP,308.993 BF,1036,TEMP,311.522 BF,1037,TEMP,314.051 BF,1038,TEMP,316.58 BF,1039,TEMP,319.109 BF,1040,TEMP,321.638 BF,1041,TEMP,324.167 BF,1042,TEMP,326.696 BF,1043,TEMP,329.225 BF,1044,TEMP,331.754 . BF,1045,TEMP,334.283 BF,1046,TEMP,336.812 BF,1047,TEMP,339.341 BF,1048,TEMP,341.87 BF, 1049, TEMP, 344.399 BF,1050,TEMP,346.928 BF, 1051, TEMP, 349.457 BF,1052,TEMP,350 BF,1053,TEMP,352
.BF,1054,TEMP,352 BF, 1055, TEMP, 352 BF, 1056, TEMP, 352 BF,1057,TEMP,265 BF,1058,TEMP,267.529 BF,1059,TEMP,270.058 BF,1060,TEMP,272.587 BF,1061,TEMP,275.116 BF,1062,TEMP,277.645 BF,1063,TEMP,280.174 BF,1064,TEMP,282.703 BF, 1065, TEMP, 285.232 BF,1066,TEMP,287.761 BF, 1067,TEMP, 290.29 BF,1068,TEMP,292.819 BF,1069,TEMP,295.348 BF,1070,TEMP,297.877 BF,1071,TEMP,300.406 BF,1072,TEMP,302.935 OreBF,1073,TEMP,305.464 BF,1074,TEMP,307.993 BF,1075,TEMP,310.522
HABGE-O1/99-0745, Revision 2 . BF,1076,TEMP,313.051 B'F,1077,TEMP,315.58 BF,1078,TEMP,318.109 BF,1079,TEMP,320.638 BF,1080,TEMP,323.167 BF,1081,TEMP,325.696 BF,1082,TEMP,328.225 BF,1083,TEMP,330.754 BF,1084,TEMP,333.283 BF,1085,TEMP,335.812 BF,1086,TEMP,338.341 BF,1087,TEMP,340.87 BF,1088,TEMP,343.399 BF,1089,TEMP,345.928 BF,1090,TEMP,348.457 BF,1091,TEMP,265 BF,1092,TEMP,267.529 BF,1093,TEMP,270.058 BF,1094,TEMP,272.587 BF,1095,TEMP,275.116 BF,1096,TEMP,277.645 BF,1097,TEMP,280.174 BF,1098,TEMP,282.703 BF,1099,TEMP,285.232 BF,1100,TEMP,287.761 BF, 1101, TEMP, 290.29 . BF,1102,TEMP,292.819 B'F,1103,TEMP,295.348 BF,1104,TEMP,297.877 BF,1105,TEMP,300.406 BEF,1106,TEMP,302.935 BF,1107,TEMP,305.464 BF, 1108, TEMP, 307.993 BF,1109,TEMP,310.522 BF,1110,TEMP,313.051 B3F, 1111, TEMP, 315.58 BF, 1112, TEMP, 318. 109 BF,1113,TEMP,320.638 BF,1114,TEMP,323.167 BEF,1115,TEMP,325.696 BF,1116,TEMP,328.225 BF,1117,TEMP,330.754 BF,1118,TEMP,333.283 BF,1119,TEMP,335.812 BF,1120,TEMP,338.341 BF,1121,TEMP,340.87 BF,1122,TEMP,343.399 BF,1123,TEMP,345.928 BF,1124,TEMP,348.457 BF,1125,TEMP,351 BF,1126,TEMP,351 BF,1127,TEMP,351 BF, 1128,TEMP, 351 .aBF,1129,TEMP,265 BBF,1130,TEMP,267.529 BF,1131,TEMP,270.058 BF,1132,TEMP,272.587
III,,- HABGE-01/99-0745, Revision 2 . BF,1133,TEMP,275.116 BF,1134,TEMP,277.645 BF,1135,TEMP,280.174 BF,1136,TEMP,282.703 BF,1137,TEMP,285.232 BF,1138,TEMP,287.761 BF,1139,TEMP,290.29 BF,1140,TEMP,292.819 BF,1141,TEMP,295.348 BF,1142,TEMP,297.877 BF,1143,TEMP,300.406 BF,1144,TEMP,302.935 BF, 1145,TEMP, 305.464 BF,1146,TEMP,307.993 BF,1147,TEMP,310.522 BF,1148,TEMP,313.051 BF,1149,TEMP,315.58 BF,1150,TEMP,318.109 BF,1151,TEMP,320.638 BF,1152,TEMP,323.167 BF,1153,TEMP,325.696 BF,1154,TEMP,328.225 BF,1155,TEMP,330.754 BF,1156,TEMP,333.283 BF,1157,TEMP,335.812 BF,1158,TEMP,338.341 . BF,1159,TEMP,340.87 BF,1160,TEMP,343.399 BF,1161,TEMP,345.928 BF,1162,TEMP,348.457 BF, 1163, TEMP, 351 BF,1164,TEMP,351 BF, 1165, TEMP, 351 BF,1166,TEMP,351 BF, 1167, TEMP, 265 BF,1168,TEMP,267.529 BF,1169,TEMP,270.058 BF, 1170,TEMP, 272.587 BF,1171,TEMP,275.116 BF, 1172, TEMP, 277.645 BF, 1173,TEMP,280.174 BF,1174,TEMP,282.703 BF,1175,TEMP,285.232 BF,1176,TEMP,287.761 BF,1177,TEMP,290.29 BF,1178,TEMP,292.819 BF,1179,TEMP,295.348 BF,1180,TEMP,297.877 BF,1181,TEMP,300.406 BF,1182,TEMP,302.935 BF,1183,TEMP,305.464 BF,1184,TEMP,307.993 BF,1185,TEMP,310.522 . BF,1186,TEMP,313.051 BF,1187,TEMP,315.58 BF, 1188, TEMP, 318.109 BF,1189,TEMP,320.638
HABGE-01199-0745, Revision 2 O BF,1190,TEMP,323.167 BF,1191,TEMP,325.696 BF,1192,TEMP,328.225 BF,1193,TEMP,330.754 BF,1194,TEMP,333.283 BF,1195,TEMP,335.812 BF,1196,TEMP,338.341 BF, 1197, TEMP, 340.87 BF,1198,TEMP,343.399 BF,1199,TEMP,345.928 BF,1200,TEMP,348.457 BF,1201, TEMP, 351 BF,1202,TEMP,266 BF,1203,TEMP,268.333 BF,1204,TEMP,270.666 BF,1205,TEMP,272.999 BF,1206,TEMP,275.332 BF,1207,TEMP,277.665 BF,1208,TEMP,279.998 BF,1209,TEMP,282.331 BF,1210,TEMP,284.664 BEF,1211,TEMP,286.997 BF,1212,TEMP,289.33 BF,1213,TEMP,291.663 BF,1214,TEMP,293.996 BF,1215,TEMP,296.329 BF,1216,TEMP,298.662 O B'F,1217,TEMP,300.995 BF,1218,TEMP,303.328 BF,1219,TEMP,305.661 BF,1220,TEMP,307.994 BF,1221,TEMP,310.327 BF,1222,TEMP,312.66 BF,1223,TEMP,314.993 BF,1224,TEMP,317.326 BF,1225,TEMP,319.659 BF, 1226,TEMP,321.992 BF,1227,TEMP,324.325 BF,1228,TEMP,326.658 BF,1229,TEMP,328.991 BF,1230,TEMP,331.324 BF, 1231, TEMP, 333. 657 BF,1232,TEMP,335.99 BF,1233,TEMP,338.323 BF,1234,TEMP,340.656 BF,1235,TEMP,342.989 BF,1236,TEMP,345.322 BF, 1237,TEMP, 347.655 BF,1238,TEMP,34 9.988 BF,1239,TEMP,266 BF,1240,TEMP,268.333 BF,1241,TEMP,270.666 BF,1242,TEMP,272.999 .eBF,1243,TEMP,275.332 B'F,1244,TEMP,277.665 BF,1245,TEMP,279.998 BF,1246, TEMP, 282.331
I .-SOMMEW HABGE-Oi/99-0745, Revision 2 . BF,1247,TEMP,284.664 BF,1248,TEMP,286.997 r BF,1249,TEMP,289.33 BF,1250,TEMP,291.663 BF,1251,TEMP,293.996 BF,1252,TEMP,296.329 BF,1253,TEMP,298.662 BF,1254,TEMP,300.995 BF,1255,TEMP,303.328 BF,1256,TEMP,305.661 BF,1257,TEMP,307.994 BF,1258,TEMP,310.327 BF,1259,TEMP,312.66 BF,1260,TEMP,314.993 BF,1261,TEMP,317.326 BF,1262,TEMP,319.659 BF, 1263,TEMP, 321.992 BF, 1264, TEMP, 324.325 BF,1265,TEMP,326.658 BF,1266,TEMP,328.991 SF,1267,TEMP,331.324 BF,1268,TEMP,333.657 BF, 1269,TEMP,335.99 BF,1270,TEMP,338.323 BF,1271,TEMP,340.656 BF,1272,TEMP,342.989 BF,1273,TEMP,345.322 O BF,1274,TEMP,347.655 BF,1275,TEMP,349.988 SAVE FINI
/SOLU ANTYPE,STATIC SOLVE SAVE FINI /POST1 ALLSEL /OUT, THERIc, OUT PRNSOL, S,PRIN /OUT
HABGE-01/99-07 4 5, Revision 2
} c.0
/filnam,therm2c /PREP7 /TITLE,DSC STRUCTURAL ANALYSIS MODEL KAN,0 ETr,1,42,,,1 C*** STAINLESS STEEL EX,1,26.5E6 NUXY,1,0.3 DENS,1,0.283 ALPX,1,9.8E-6 C*** CHEMICAL LEAD EX,2,3.0E6 NUXY,2,0.4 DENS,2,0.411 ALPX,2,16.4E-6 c*** KTEMP,-1 C*** NODAL INPUT C*** BOTTOM DETAIL N,1,0.0,0.0 N,7,6.0,0.0 FILL N,8,6.625,0.0 N,9,7.25,0.0 N, 10,8.0,0.0 N,35,33.0,0.0 FILL N,36,33.275,0.0 N,37,33.55,0.0 NGEN,3,37,1,37,1,0.0,0.5 NGEN,2,37,75,109,1,0.0,0.75 N,147,33.125,1.75 N,148,33.55,1.75 NGEN,2,37,112,145 N,183,33.125,1.75 NGEN,2,35,149,157,1,0.0,1.0 N,193,7.25,2.75 N,194,8.0,2.75 NGEN,2,37,158,183,1,0.0,1.0 N,221,33.125,2.75 N,222,33.55,2.75 NGEN,3,39,184,222,1,0.0,1.0 NGEN,2,39,262,270,1,0.0,1.0 N,310,8.0,6.0 N,335,33.125,6.0 FILL NGEN,2,35,301,335,1,0.0,0.0 N,371,33.55,6.0 NGEN,2,36,336,344,1,0.0,0.75 NGEN,2,36,345,371,1,0.0,0.5 N,408,7.25,7.75 N,409,8.0,7.75 N,410,5.0,9.0 N, 411, 6.125, 9.0 N,412,7.25,9.0 N,413,8.0,9.0 NGEN,2,4,410,413,1,0.0,1.0
I -I I1EMrL ii HABGE01/99O745, Revision 2 c-SI C*** ELEMENT GENERATION C*** BOTTOM DETAIL E,1,2,39,38 EGEN,36,1,-1 E, 38,39,76,75 EGEN,36,1,-i E,75,76,113,112 EGEN,36,1,-i MAT,2 E, 149, 150, 185, 184 EGEN,8,1,-i MAT, 1 E, 120,121,194,193 MAT,2 E, 158,159,196,195 EGEN, 24, 1,-1 E,182,183,220,219 MAT,1 - E, 147, 148, 222, 221 MAT,2 E,184,185,224,223 EGEN,8,1,-i MAT,1 E,193,194,233,232 MAT,2 E, 195,196,235,234 EGEN, 25, 1,-1 . MAT,1 E,221, 222, 261, 260 MAT,2 E,223,224,263,262 EGEN,8,1,-i MAT,1 E,232,233,272,271 MAT,2 E,234,235,274,273 EGEN,25,1,-1 MAT,1 E,260,261,300,299 MAT,2 E,262,263,302,301 EGEN,8,1,-i MAT,1 E, 271,272,345,344 MAT,2 E,273,274,311,310 EGEN,25,1,-1 MAT,1 E,299,300,371,370 E, 336, 337, 373, 372 EGEN, 35,1,-1 E,380,381,409,408 E,408,409,413,412 E,412,413,417,416 _ E,411,412,416,415 E,410,411,415,414
HABGE-01/99-0745, Revision 2 C32 c C*** DSC SHELL NODES 1,425,33.0,-0.75 N,426,33.275,-0.75 N,427,33.55,-0.75 NGEN,5,3,425,427,1,0.0,-1.0 N,440,33.0,-5.75 N,441,33.55,-5.75 NGEN,148,2,440,441,1,0.0,-1.0 N,736,33.0,-153.75 N,737,33.275,-153.75 N,738,33.55,-153.75 NGEN,6,3,736,738,1,0.0,-1.0 C*** DSC SHELL ELEMENTS E,425,426,36,35 E,426,427,37,36 E,428,429,426,425 E,429,430,427,426 EGEN,4,3,291,292 E,440,438,437 E,440,441,438 E,441,439,438 E,442,443,441,440 EGEN,147,2,-i E,736,737,734 E,737,735,734 E,736,738,735 E,739,740,737,736 Ee740,741,738,737 EGEN,5,3,452,453,1 C*** BOTTOM DETAIL NODAL INPUT LOCAL,11,O,0.0,-166,0.0 N,754,32.25,9.25 N,755,32.25,8.25 N,756,32.25,7.25 N,757,0.0,7.25 N, 789, 32.0,7.25 FILL N,757,0.0,7.25 FILL,757,789 N,790,32.25,7.25 N,791,33.0,7.25 NGEN,2,35,757,789,1,0.0,-0.5 N,825,32.5,6.75 N,826,33.0,6.75 N,827,33.0, 6.75 N,828,33.275,6.75 N,829,33.55,6.75 NGEN,3,38,792,829,1,0.0,-0.5 NGEN,3,38,868,901,1 NGEN,2,34,906,939,1,0.0,-l.0 N,974,32.5,4.75 N, 975,33.0,4.75 N,976,33.0,4.75 N,977,33.275,4.75 N,978,33.55,4.75
HABGE-01/99-0745, Revision 2 y *C33 .Ni NGEN,3,39,940,978,1,0.0,-1.0 NGEN,2,39,1018,1051,1,0.0,-1.5 r NGEN,2,34,1057,1090,1 N,1125,33.0,1.25 N,1126,33.0,1.25 N,1127,33.275,1.25 N,1128,33.55,1.25 NGEN,2,38,1091,1128,1,0.0,-0.25 NGEN,2, 38, 1129, 1163, 1 N,1202,0.0,0.375 N,1234,32.0,0.375 FILL N,1235,32.5,0.375 N, 1236,33.0,0.375 N,1237,33.275,0.375 N, 1238,33.55,0.375 NGEN,2,37,1202,1238,1,0.0,-0.625 C*** BOTTOM DETAIL ELEMENT GENERATION E,755,748,745,754 E,756,751,748,755 E,792,793,758,757 EGEN,33,1,-1 E,825,826,791,790 E,827,828,752,751 E,828,829,753,752 .ll E,830,831,793,792 EGEN,34,1,-i E,865,866,828,827 E,866, 867,829, 828 E,868,869,831,830 EGEN,34,1,-1 E,903,904,866,865 E,904,905,867,866 MAT,2 E, 940, 941, 907, 906 EGEN,33,1,-i MAT,1 E,974,975,902,901 E,976,977,904,903 E,977,978,905,904 MAT,2 E, 979, 980, 941,940 EGEN, 33, 1,-1 MAT,1 E, 1013, 1014, 975, 974 E,1015,1016,977,976 E,1016, 1017, 978, 977 MAT,2 E,1018,1019,980,979 EGEN,33,1,-1 MAT,1 E,1052,1053,1014,1013 . E,1054,1055,1016,1015 BE,1055,1056,1017,1016 MAT,2 E,1057,1058,1019,1018
HABGE-01/990745, Revision 2 rr EGEN,33,1,-i MAT,1 E,1124,1125,1053,1052 E,1126,1127,1055,1054 E,1127,1128,1056,1055 E,1129,1130,1092,1091 EGEN,34,1,-1 E,1164,1165,1127,1126 E,1165,1166,1128,1127 E,1202,1203,1168,1167 EGEN,34,1,-1 E,1236,1237,1165,1164 E,1237, 1238, 1166, 1165 E,1239,1240,1203,1202 EGEN,36,1,-1 WSORT,Y C*** AXISYMETRIC BOUNDARY CONDITIONS c*** SYMBC,,,0.0 ********************************.A , csys, O nsel, s, loc,x, 0 dsym, symm, x, 0 c*** SYMBC,11.,0.0 ********************************** c***csys, 11 c***nsel,s,loc,y,0 C***dsymsymm,x,ll allsel C*** CONSTANT COUPLED NODES CP, 1,UX, 120, 157 CP,2,UX,121,158 CP,3,UX,192,193 CP,4,UX,194,195 CP,5,UX,231,232 CP,6,UX,233,234 CP,7,UX,270,271 CP,8,UX,272,273 CP,9,UX,309,344 CP, 10, UX,310, 345 CP, 12, UX, 183, 147 CP,13,UX,220,221 CP,14,UX,259,260 CP, 15, UX, 298,299 CP,16,UX,335,370 CP,17,UX,751,791 CP, 18, UX, 826, 827 CP,19,UX,864,865 CP,20,UX,902,903 CP,21,UX,901,939 CP, 22, UX, 973, 974 CP, 23, UX, 975, 976 CP, 24, UX,1012, 1013 CP,25,UX,1014,1015 CP,26,UX,1051,1052 CP,27,UX,1053,1054 CP,28,UX,1090,1124 CP, 29, UX, 1125,1126 CP,30,UX,1164,1201 C*** LOADING CONDITIONS
mmm* HABGE-01/99-0745, Revision 2 C 25 CP,31,UY,112,149 CPSGEN, 34,1,-1 CP, 65, UY, 147, 183 CP,66,UY,868,906 CPSGEN, 34,1,-1 CP,100,UY,1057,1091 CPSGEN, 34, 1,-1 CP, 134,UY, 1129, 1167 CPSGEN,34, 1,-1 CP,168,UY,301,336 CPSGEN, 35, 1,-1 C*** BOUNDARY CONDITIONS D,1239,UY,0.0 C*** THERMAL LOADING C*** LOAD STEP1, DSC resting on cask BF,1,TEMP,276 BF,2,TEMP, 272 BF,3,TEMP,269 BF, 4,TEMP,265 BF,5,TEMP,261 BF,6,TEMP,257 BF, 7,TEMP, 254 BF,8,TEMP,251 BF,9,TEMP,247 BF,10,TEMP,244 BF,11,TEMP,242 BF,12,TEMP,240 BF, 13,TEMP, 238 BF, 14,TEMP, 236 BF,15,TEMP,234 BF,16,TEMP,232 BF,17,TEMP,230 BF,18,TEMP,228 BF,19,TEMP,226 BF,20,TEMP,224 BF,21,TEMP,222 BF,22,TEMP,220 BF,23,TEMP,218 BF,24,TEMP,216 BF,25,TEMP,214 BF, 26, TEMP, 212 BF,27,TEMP,210 BF,28,TEMP,208 BF,29,TEMP,206 BF,30,TEMP,204 BF,31,TEMP,202 BF,32,TEMP,200 BF,33,TEMP,198 BF,34,TEMP,196 BF, 35,TEMP, 194 BF, 36, TEMP, 194 BF,37,TEMP, 194 BF, 38, TEMP, 276 BF,39,TEMP,272 BF,40,TEMP,269 BF,41,TEMP,265 BF,42,TEMP,261
HABGE-01/9907 4 5, Revision 2 y c3 BF, 43, TEMP, 257 V BF,44,TEMP,254 BF, 45,TEMP, 251 BF,46,TEMP,247 BF,47,TEMP, 244 BF,48,TEMP,242 BF,49,TEMP,240 BF, 50, TEMP, 238 BF,51,TEMP,236 BF,52,TEMP,234 BF,53,TEMP,232 BF,54,TEMP,230 BF, 55, TEMP, 228 BF,56,TEMP,226 BF, 57,TEMP, 224 BF, 58, TEMP, 222 BF,59,TEMP,220 BF, 60, TEMP, 218 BF,61,TEMP,216 BF, 62,TEMP, 214 BF,63,TEMP,212 BF, 64, TEMP, 210 BF,65,TEMP,208 BF,66,TEMP,206 BF, 67,TEMP, 204 BF, 68, TEMP, 202 BF,69,TEMP,200 BF,70,TEMP,198 BF,71,TEMP,196 BF,72,TEMP, 194 BF,73,TEMP,194 BF,74,TEMP,194 BF,75,TEMP,275 BF,76, TEMP, 271 BF,77,TEMP,268 BF, 78,TEMP,264 BF,79,TEMP,260 BF,80,TEMP,256 BEF,81,TEMP,253 BF,82,TEMP,250 BF,83,TEMP,246 BF,84,TEMP,244 BF,85,TEMP,242 BF,86,TTEMP,240 BF,87, TEMP, 238 BF,88,TEMP,236 BF,89,TEMP,234 BF, 90, TEMP, 232 BF,91,TEMP,230 BF, 92, TEMP, 228 BF,93,TEMP,226 BF, 94,TEMP,224 BF, 95, TEMP, 222 . BF,96,TEMP,220 BF, 97,TEMP, 218 BF,98,TEMP,216 BF,99,TEMP,214
I -I HABGE-01/99-074 5 , Revision 2 BF, 100, TEMP, 212 BF,101,TEMP,210 BF,102,TEMP,208 BF,103,TEMP,206 BF,104,TEMP,204 BF,105,TEMP,202 BF,106,TEMP,200 BF, 107, TEMP, 198 BF, 108,TEMP, 196 BF,109,TEMP,194 BF, 110, TEMP, 194 BF, 111, TEMP, 194 BF, 112, TEMP, 275 BF, 113, TEMP, 271 BF, 114, TEMP, 268 BF,115,TEMP,264 BF,116,TEMP,260 BF,117,TEMP,256 BF, 118,TEMP, 253 BF,119,TEMP,250 BF, 120,TEMP, 246 BF, 121,TEMP, 244 BF,122,TEMP,242 BF, 123, TEMP, 240 BF, 124,TEMP,238 BF, 125, TEMP, 236 BF,126,TEMP,234 BF, 127, TEMP, 232 BF,128,TEMP,230 BF,129,TEMP,228 BF,130,TEMP,226 BF, 131,TEMP, 224 BF, 132, TEMP, 222 BF,133,TEMP,220 BF,134,TEMP,218 BF,135,TEMP,216 BF,136,TEMP,214 BF, 137, TEMP, 212 BF, 138, TEMP, 210 BF, 139, TEMP, 208 BF,140,TEMP,206 BF,141,TEMP,204 BF,142,TEMP,202 BF,143, TEMP, 200 BF,144,TEMP,198 BF,145,TEMP,196 BF,146,TEMP,194 BF, 147,TEMP, 194 BF, 148, TEMP, 194 BF, 14 9,TEMP, 275 BF, 150, TEMP, 271 BF,151,TEMP,268 BF, 152, TEMP, 264 BF, 153,TEMP, 260 BF, 154, TEMP, 256 BF,155,TEMP,253 BF,156,TEMP,250
HABGE-01/99'0745, RevisIon 2
. BF,157,TEMP,246 BF,158,TEMP,244 BF,159,TEMP,242 BF, 160, TEMP, 240 BF,161, TEMP, 238 BF,162,TEMP,236 BF, 163,TEMP, 234 BF,164,TEMP,232 BF,165,TEMP,230 BF,166,TEMP,228 BF,167,TEMP,226 BF,168,TEMP,224 BF,169,TEMP,222 BF,170,TEMP,220 BF,171, TEMP, 218 BF, 172, TEMP, 216 BF,173,TEMP,214 BF,174,TEMP,212 BF, 175, TEMP, 210 BF,176,TEMP,208 BF, 177, TEMP, 206 BF, 178, TEMP, 204 BF,179,TEMP,202 BF,180,TEMP,200 BF, 181,TEMP, 198 BF,182, TEMP, 196 .s BF, 183, TEMP, 194 BF,184,TEMP,274 BF,185,TEMP,270 BF, 186,TEMP, 267 BF,187, TEMP, 263 BF,188, TEMP, 259 BF,189,TEMP,255 BF, 190, TEMP, 252 BF,191,TEMP,249 BF,192,TEMP,245 BF,193,TEMP,245 BF,194,TEMP, 244 BF,195,TEMP,244 BF,196,TEMP,242 BF,197,TEMP,240 BF,198,TEMP,238 BF,199,TEMP,236 BF,200,TEMP,234 BF,201,TEMP,232 BF,202,TEMP,230 BF,203,TEMP,228 BF,204,TEMP,226 BF,205,TEMP,224 BF,206,TEMP,222 BF,207,TEMP,220 BF, 208,TEMP, 218 BF,209,TEMP,216
.ls BF,210,TEMP,214 BF,211,TEMP,212 BF,212,TEMP,210 BF, 213, TEMP, 208
'ii HABGE-01/990745, Revision 2
¢ - C 3'~
. BF,214,TEMP, 206 BF,215,TEMP, 204 BF,216,TEMP,202 BF,217,TEMP,200 BF, 218, TEMP, 198 BF,219,TEMP,196 BF,220,TEMP,194 BF,221,TEMP,194 BF, 222, TEMP, 194 BF,223,TEMP,273 BF,224,TEMP,269 BF,225,TEMP,266 BF,226,TEMP,262 BF,227,TEMP,258 BF, 228, TEMP, 254 BF,229,TEMP,251 BF,230,TEMP,248 BF, 231, TEMP, 244 BF,232,TEMP,244 BF,233,TEMP,244 BF,234,TEMP,244 BF,235,TEMP,242 BF,236,TEMP,240 BF, 237, TEMP, 238 BF,238,TEMP,236 BF,239,TEMP,234 BF, 240, TEMP, 232 O BF,242, TEMP, 228 BF,241,TEMP,230 BF,243,TEMP,226 BF, 244, TEMP, 224 BF, 245, TEMP, 222 BF,246,TEMP,220 BF,247,TEMP,218 BF, 248, TEMP, 216 BF,249,TEMP,214 BF,250,TEMP,212 BF,251,TEMP,210 BF, 252, TEMP, 208 BF, 253, TEMP, 206 BF, 254,TEMP, 204 BF,255, TEMP, 202 BF,256,TEMP,200 BF,257,TEMP, 198 BF,258,TEMP,196 BF,259,TEMP,194 BF, 260, TEMP, 194 BF,261, TEMP, 194 BF,262,TEMP,272 BF, 263, TEMP, 268 BF,264,TEMP,265 BF, 265, TEMP, 261 BF, 266,TEMP, 257 BF,267,TEMP,253 BF, 268, TEMP, 250 BF,269,TEMP,247 BF,270,TEMP,243
HABGE-01199-0745, Revision 2 . BEF,271,TEMP,243 BF,272,TEMP,244 BF,273,TEMP,244 BF, 274,TEMP, 242 BF,275,TEMP,240 BF,276,TEMP,238 BF,277,TEMP,236 BF, 278, TEMP, 234 BF,279,TEMP,232 BF, 280, TEMP, 230 BF,281,TEMP,228 BF,282,TEMP,226 BF,283,TEMP,224 BF,284,TEMP,222 BEF,285,TEMP,220 BF,286,TEMP,218 BF,287,TEMP,216 BF,288,TEMP,214 BF, 289,TEMP, 212 BF,290,TEMP,210 BF, 291, TEMP, 208 BF,292,TEMP,206 BF,293, TEMP, 204 BF,294,TEMP,202 BF,295,TEMP,200 BF,296,TEMP,198 BF,297,TEMP,196 BF, 298, TEMP,194 BF,299,TEMP,194 BF, 300, TEMP, 194 BF,301,TEMP,272 BF, 302,TEMP, 268 BF, 303, TEMP, 265 BF,304, TEMP, 261 BF, 305, TEMP, 257 BF,306,TEMP,253 BF, 307, TEMP, 250 BF,308,TEMP,247 BF,309,TEMP,243 BF,310,TEMP,244 BF,311,TEMP,242 BF,312,TEMP,240 BF,313,TEMP,238 BF,314,TEMP,236 BF, 315, TEMP, 234 BF,316,TEMP,232 BF,317,TEMP,230 BF,318,TEMP,228 BF,319,TEMP,226 BF,320,TEMP,224 BF,321,TEMP,222 BF, 322, TEMP, 220 BF,323,TEMP,218 . BF,324,TEMP,216 BF,325,TEMP,214 BF,326,TEMP,212 BF,327,TEMP,210
A HABGE-01/99-0745, Revision 2
.s B'F,328,TEMP,208 BBF, 329, TEMP, 206 BF,330,TEMP, 204 BF,331, TEMP, 202 BF, 332, TEMP, 200 BF, 333, TEMP, 198 BF,334,TEMP,196 BF, 335, TEMP, 194 BF,336,TEMP,272 BF,337,TEMP,268 BF,338,TEMP,265 BF,339,TEMP,261 BF,340,TEMP,257 BF,341,TEMP,253 BF,342,TEMP,250 BF, 343, TEMP, 247 BF, 344,TEMP, 243 BF, 345, TEMP, 244 BF, 346,TEMP, 242 BF, 347, TEMP, 240 BF,348, TEMP, 238 BF, 349, TEMP, 236 BF, 350, TEMP, 234 BF,351,TEMP,232 BF,352,TEMP,230 BF,353,TEMP,228 BF,354,TEMP,226 BF, 355, TEMP, 224 BF,356,TEMP,222 BF,357,TEMP,220 BF,358,TEMP,218 BF,359,TEMP,216 BF, 360, TEMP, 214 BF, 361, TEMP, 212 BF,362,TEMP,210 BF,363,TEMP,208 BF,364,TEMP,206 BF, 365, TEMP, 204 BF,366,TEMP,202 BF, 367, TEMP, 200 BF, 368, TEMP, 198 BF,369,TEMP,196 BF, 370, TEMP, 194 BF,371, TEMP, 194 BF,372,TEMP,272 BF,373,TEMP,268 BF,374, TEMP, 265 BF, 375,TEMP, 261 BF, 376, TEMP, 257 BF,377,TEMP,253 BF,378,TEMP,250 BF,379,TEMP,247 BF, 380, TEMP, 243
. BF, 381, TEMP, 244 B'F,382,TEMP,242 BF,383,TEMP,240 BF,384,TEMP,238
HAE-M01199-0745, Revision 2 . B'F,385,TEMP,236 BF,386,TEMP,234 BF,387,TEMP,232 BF,388,TEMP,230 BF, 389, TEMP, 228 BF,390,TEMP,226 BF,391,TEMP,224 BF, 392, TEMP, 222 BF,393,TEMP,220 BF, 394,TEMP, 218 BF,395,TEMP,216 BF,396,TEMP,214 BF, 397, TEMP, 212 BF,398,TEMP,210 BF,399,TEMP,208 BF,400,TEMP,206 BF, 401, TEMP, 204 BF,402,TEMP,202 BF,403,TEMP,200 BF, 404,TEMP, 198 BF,405,TEMP,196 BF, 406, TEMP, 194 BF,407,TEMP,194 BF, 408,TEMP,244 BF,409,TEMP,244 BF, 410, TEMP, 244 .sBF,'411,TEMP,244 B'F,412,TEMP,244 BF,413,TEMP,244 BF,414,TEMP,244 BF,415,TEMP,244 BF,416,TEMP,244 BF,417,TEMP,244 BF, 425, TEMP, 194 BF,426,TEMP,194 BF,427,TEMP,194 BF,428jTEMP,194 BF, 429, TEMP, 194 BF,430,TEMP,194 BF,431,TEMP,194 BF,432,TEMP,194 BF,433,TEMP,194 BF, 434,TEMP, 194 BF, 435, TEMP, 194 BF,436,TEMP,194 BF,437,TEMP,194 BF, 438, TEMP, 194 BF,439,TEMP,194 BF,440,TEMP,194 BF,441,TEMP, 194 BF,442,TEMP,194 BF, 443, TEMP, 194 BF,444,TEMP,194 . BF,445,TEMP,194 BF,446;TEMP,194 BF,447,TEMP,194 BF,448,TEMP,194
I.- HABGE01/99-0745, Revision 2 y . BF,449,TEMP,194 BF,450,TEMP,194 BF,451,TEMP,194 BF,452,TEMP,194 BF, 453, TEMP, 194 BF,454,TEMP,194 BF, 455, TEMP, 194 BF,456,TEMP,194 BF,457,TEMP,194 BF, 458, TEMP, 194 BF,459,TEMP,194 BF,460,TEMP, 194 BF,461,TEMP,194 BF,462,TEMP,194 BF,463,TEMP,194 BF,464, TEMP, 194 BF,465,TEMP,194 BF,466,TEMP,194 BF,,467,TEMP, 194 BF, 468, TEMP, 194 BF,469,TEMP,194 BF, 470, TEMP, 194 BF,471,TEMP,194 BF, 472,TEMP, 194 BF,473,TEMP,194 BF,474,TEMP,194 BF,475,TEMP,194 BF, 476,TEMP, 194 BF,477,TEMP,194 BF, 478, TEMP, 194 BF,479,TEMP,194 BF,480,TEMP,194 BF,481,TEMP, 194 BF,482,TEMP,194 BF, 483, TEMP, 194 BF,484,TEMP,194 BF,485,TEMP,194 BF,486,TEMP,194 BF, 487, TEMP, 194 BF, 488,TEMP, 194 BF, 489, TEMP, 194 BF,490,TEMP,194 BF,,491,TEMP, 194 BF,492,TEMP,194 BF,493,TEMP,194 BF, 494,TEMP, 194 BF,495,TEMP,194 BF, 496,TEMP, 194 BF, 497,TEMP, 194 BF, 498, TEMP, 194 BF, 499,TEMP, 194 BF, 500,TEMP, 194 BF,501,TEMP,194 BF, 502, TEMP, 194 BF, 503, TEMP, 194 BBF, 504, TEMP, 194 BF, 505, TEMP, 194
HABGE-01199 0745, Revision 2 i 'Y1 . BBF,506,TEMP,194 BF,507,TEMP,194 BF,508,TEMP,194 BF,509,TEMP,194 BF,510,TEMP,194 BF, 511, TEMP, 194 BF,512,TEMP,194 BF,513,TEMP,194 BF,514,TEMP, 194 BF, 515, TEMP, 194 BF,516,TEMP,194 BF,517,TEMP,194 BF,518, TEMP, 194 BF,519,TEMP,194 BF,520,TEMP,194 BF, 521, TEMP, 194 BF, 522, TEMP, 194 BF, 523, TEMP, 194 BF,524,TEMP, 194 BF, 525, TEMP, 194 BF,526,TEMP,194 BF,527,TEMP, 194 BF,528, TEMP, 194 BF,529,TEMP,194 BF,530,TEMP,194 BF, 531, TEMP, 194 . BF,532,TEMP,194 B'F,533,.TEMP,194 BF,534,TEMP,194 BF, 535,TEMP, 194 BF, 536, TEMP, 194 BF, 537, TEMP, 194 BF,538,TEMP,194 BF, 539, TEMP, 194 BF, 540,TEMP, 194 BF, 541, TEMP, 194 BF,542,TEMP,194 BF, 543,TEMP, 194 BF, 544, TEMP, 194 BF,545,TEMP,194 BF,546,TEMP,194 BF, 547, TEMP, 194 BF,548,TEMP,194 BF,549,TEMP,194 BF,550,TEMP,194 BF,551,TEMP,194 BF,552,TEMP,194 BF,553,TEMP,194 BF, 554,TEMP, 194 BF, 555, TEMP, 194 BF,556, TEMP, 194 BF,557,TEMP,194 BF, 558, TEMP, 194 . BF,559,TEMP,194 BF,560,TEMP, 194 BF,561,TEMP,194 BF,562,TEMP,194
I fil HABGE-01/99-0745, Revision 2 BF,563, TEMP, 194 BF,564,TEMP,194 BF, 565, TEMP, 194 BF,566,TEMP,194 BF,567,TEMP,194 BF, 568,TEMP, 194 BF,569,TEMP, 194 BF,570,TEMP,194 BF, 571,TEMP, 194 BF, 572, TEMP, 194 BEF,573,TEMP,194 BF, 574,TEMP, 194 BF, 575, TEMP, 194 BF, 576,TEMP, 194 BF,577,TEMP, 194 BF,578, TEMP, 194 BF,57 9,TEMP, 194 BF,580, TEMP, 194 BF,581, TEMP, 194 BF,582, TEMP, 194 BF, 583, TEMP, 194 BF,584, TEMP, 194 BF,585,TEMP, 194 BF,586,TEMP,194 BF,587, TEMP, 194 BF,588, TEMP, 194 . BF,589, TEMP, 194 BF,590,TEMP,194 BF,591,TEMP, 194 BF,592, TEMP, 194 BF,593,TEMP,194 BF, 594,TEMP, 194 BF,595,TEMP,194 BF,596,TEMP,194 BF,597,TEMP, 194 BF,598, TEMP, 194 BF,599, TEMP, 194 BF, 600, TEMP, 194 BF,601, TEMP, 194 BF, 602,TEMP, 194 BF, 603, TEMP, 194 BF, 604, TEMP, 194 BF, 605,TEMP, 194 BF, 606, TEMP, 194 BF,607,TEMP,194 BF,608,TEMP,194 BF,609,TEMP,194 BF, 610,TEMP, 194 BF, 611, TEMP, 194 BF, 612, TEMP, 194 BF, 613, TEMP, 194 BF, 614,TEMP, 194 BF, 615, TEMP, 194 . BF,616,TEMP,194 BF, 617; TEMP, 194 BF, 618, TEMP, 194 BF, 619,TEMP, 194
HABGE-01/99 0745, Revision 2 BF,620,TEMP,194 BF,621,TEMP,194 BF,622, TEMP,194 BF,623,TEMP,194 BF, 624,TEMP, 194 BF, 625,TEMP, 194 BF, 626,TEMP, 194 BF,627,TEMP,194 BF, 628,TEMP, 194 BF, 629, TEMP, 194 BF, 630, TEMP, 194 BF, 631, TEMP, 194 BF, 632,TEMP, 194 BF,633,TEMP,194 BF, 634,TEMP, 194 BF,635,TEMP,194 BF,636,TEMP,194 BF, 637,TEMP, 194 BF, 638,TEMP, 194 BF, 639,TEMP, 194 BF, 640,TEMP, 194 BF, 641,TEMP, 194 BF, 642, TEMP, 194 BF, 643, TEMP, 194 BF,644,TEMP,194 BF, 645,TEMP, 194 BF,646,TEMP,194 BF, 647,TEMP, 194 BF, 648,TEMP, 194 BF, 649, TEMP, 194 BF, 650,TEMP, 194 BF, 651,TEMP, 194 BF,652,TEMP,194 BF,653,TEMP,194 BF, 654,TEMP, 194 BF, 655, TEMP, 194 BF, 656, TEMP, 194 BEF,657,TEMP,194 BF, 658,TEMP, 194 BF,659,TEMP,194 BF,660,TEMP,194 BF, 661,TEMP, 194 BF, 662, TEMP, 194 BF, 663, TEMP, 194 BF, 664, TEMP, 194 BF, 665,TEMP, 194 BF, 666, TEMP, 194 BF,667,TEMP,194 BF, 668,TEMP, 194 BF, 669, TEMP, 194 BF, 670, TEMP, 194 BF, 671,TEMP, 194 BF, 672, TEMP, 194 BF, 673, TEMP, 194 BF, 674, TEMP, 194 BF,675,TEMP,194 BF, 676, TEMP, 194
I film HABGE-O/99-0745, Revision 2 BF, 677, TEMP, 194 BF, 678,TEMP, 194 BF, 679, TEMP, 194 BF, 680,TEMP, 194 BF, 681, TEMP, 194 BF, 682,TEMP, 194 BF, 683,TEMP, 194 BF,684,TEMP,194 BF, 685,TEMP, 194 BF,686,TEMP,194 BF, 687, TEMP, 194 BF, 688,TEMP, 194 BF,689,TEMP,194 BF,690, TEMP, 194 BF, 691,TEMP, 194 BF, 692, TEMP, 194 BF, 693, TEMP, 194 BF, 694,TEMP,194 BF,695,TEMP, 194 BF, 696, TEMP, 194 BF, 697,TEMP, 194 BF, 698, TEMP, 194 BF, 699,TEMP, 194 BF,700,TEMP,194 BF, 701, TEMP, 194 BF, 702, TEMP, 194 BF,703,TEMP,194 BF,704,TEMP,194 BF,705,TTEMP,194 BF,706,TEMP,194 BF,707,TEMP, 194 BF, 708, TEMP, 194 BF,709,TEMP,194 BF,710, TEMP, 194 BF,711, TEMP, 194 BF,712,TEMP,194 BF,713, TEMP, 194 BF,714,TEMP,194 BF, 715, TEMP, 194 BF,716,TEMP,194 BF,717,TEMP,194 BF,718,TEMP,194 BF,719,TEMP,194 BF,720,TEMP,194 BF,721,TEMP,194 BF,722,TEMP,194 BF,723, TEMP, 194 BF,724, TEMP, 194 BF,725,TEMP,194 BF,726,TEMP,194 BF,727,TEMP,194 BF,728, TEMP, 194 BF,729,TEMP,194 BF,730, TEMP, 194 BF,731, TEMP, 194 BF,732,TEMP,194 BF,733,TEMP,194
HABGE-01/99 0745, Revision 2 BF,734,TEMP,194 BF,735,TEMP,194 BF, 736, TEMP, 194 BF, 737, TEMP, 194 BF,738,TEMP,194 BF,739, TEMP, 194 BF,740,TEMP,194 BF,741,TEMP,194 BF,742,TEMP,194 BF,743,TEMP,194 BF,744,TEMP,194 BF,745,TEMP,194 BF, 74 6,TEMP, 194 BF,747,TEMP,194 BF,748,TEMP,194 BF,749,TEMP,194 BF,750,TEMP,194 BF,751,TEMP,194 BF,752,TEMP,194 BF, 753, TEMP, 194 BF, 754,TEMP, 194 BF,755, TEMP, 194 BF,756,TEMP,194 BF, 757, TEMP, 269 BF,758,TEMP,266.794 BF,759,TEMP,264.588 BF,760,TEMP,262.382 BF, 761, TEMP, 260.176 BF,762,TEMP,257.97 BF,763,TEMP,255 764 BF,764,TEMP,253.558 BF,765,TEMP,251.352 BF,766,TEMP,249.146 BF,767,TEMP,246.94 BF,768,TEMP,244.734 BF,769,TEMP,242.528 BF,770,TEMP,240.322 BF,771,TEMP,238.116 BF,772,TEMP,235.91 BF, 773, TEMP, 233.704 BF,774,TEMP,231.498 BF,775,TEMP,229.292 BF,776,TEMP,227.086 BF,777,TEMP,224.88 BF,778,TEMP,222.674 BF,779,TEMP,220.468 BF,780,TEMP,218.262 BF,781,TEMP,216.056 BF,782,TEMP,213.85 BF, 783, TEMP, 211. 644 BF, 784,TEMP,209.438 BF,785,TEMP,207.232 BF,786,TEMP,205.026 BF,787,TEMP,202.82 BF, 788,TEMP,200.614 BF,'789,TEMP,198.408 BF,790,TEMP,196.202
Emmonomminown-HABGE-O1/99-0745, Revision 2 BF,791,TEMP,193.996 BF,792,TEMP,269 BF,793,TEMP,266.794 BF,794,TEMP,264.588 BF,795,TEMP,262.382 BF,796, TEMP, 260.176 BF,797,TEMP, 257.97 BF,798,TEMP,255.764 BF,799,TEMP,253.558 BF,800, TEMP, 251.352 BF,801, TEMP, 249.146 BF, 802, TEMP, 246.94 BF,803,TEMP,244.734 BF,804,TEMP,242.528 BF,805,TEMP,240.322 BF,806,TEMP,238.116 BF,807,TEMP,235.91 BF,808,TEMP,233.704 BF,809,TEMP,231.498 BF,810,TEMP,229.292 BF,811,TEMP,227.086 BF,812,TEMP,224.88 BF, 813, TEMP, 222. 674 BF,814,TEMP,220.468 BF,815,TEMP,218.262 BF,816,TEMP,216.056 BF,817,TEMP,213.85 BF,818,TEMP,211.644 BF,819,TEMP,209.438 BF,820,TEMP,207.232 BF,821,TEMP,205.026 BF,822,TEMP,202.82 BF,823,TEMP,200.614 BF,824,TEMP,198.408 BF,825, TEMP, 196.202 BF,826,TEMP,193.996 BF,827,TEMP,194 BF,828, TEMP, 194 BF,829,TEMP,194 BF,830,TEMP,268 BF,831, TEMP, 265.794 BF,832,TEMP,263.588 BF,833,TEMP,261.382 BF,834,TEMP,259.176 BF, 835, TEMP, 256.97 BF,836,TEMP,254.764 BF,837,TEMP,252.558 BF,838,TEMP,250.352 BF,839,TEMP,248.146 BF,840,TEMP,245.94 BF,841,TEMP, 243.734 BF,842,TEMP,241.528 BF,843,TEMP,239.322 BF,844,TEMP,237.116 BF, 845, TEMP, 234.91 BF,846,TEMP,232.704 BF, 847,TEMP, 230.498
HABGE-01/99-0745, Revision 2 650 BF,848,TEMP,228.292 O BF,849,TEMP,226.086 BF,850,TEMP,223.88 BF,851,TEMP,221.674 BF,852,TEMP,219.468 BF, 853, TEMP, 217.262 BF,854,TEMP,215.056 BF,855,TEMP,212.85 BF,856,TEMP,210.644 BF,857,TEMP,208.438 BF,858,TEMP,206.232 BF,859,TEMP,204.026 BF,860,TEMP,201.82 BF,861,TEMP,199.614 BF,862,TEMP,197.408 BF,863,TEMP,195.202 BF;864,TEMP,192.996 BF, 865,TEMP, 194 BF, 866,TEMP, 194 BF, 867,TEMP, 194 BF,868,TEMP,268 BF,869,TEMP,265.794 BF,870,TEMP,263.588 BF,871,TEMP,261.382 BF,872,TEMP,259.176 BF,873,TEMP,256.97 BF,874,TEMP,254.764 . BF,875,TEMP,252.558 B'F,876,TEMP,250.352 BF,877,TEMP,248.146 BF,878,TEMP,245.94 BF,879,TEMP,243.734 BF,880,TEMP,241.528 BF,881,TEMP,239.322 BF,882,TEMP,237.116 BF,883,TEMP,234.91 BF,884,TEMP,232.704 BF,885,TEMP,230.498 BF,886,TEMP,228.292 BF,887,TEMP,226.086 BF,888,TEMP,223.88 BF, 889,TEMP, 221. 674 BF,890,TEMP,219.468 BF,891,TEMP,217.262 BF,892,TEMP,215.056 BF,893,TEMP,212.85 BF,894,TEMP,210.644 BF,895,TEMP,208.438 BF,896,TEMP,206.232 BF,897,TEMP,204.026 BF,898,TEMP,201.82 BF,899,TEMP,199.614 BF,900,TEMP,197.408 BF,901,TEMP,195.202 BF,902,TEMP,192.996 BF,903,TEMP,194 BF, 904,TEMP, 194
ii HABGE-01/99-0745, Revision 2 BF, 905, TEMP, 194 BF, 906, TEMP, 268 BF,907,TEMP,265.794 BF, 908,TEMP,263.588 BF,909,TEMP,261.382 BF,910,TEMP,259.176 BF, 911, TEMP, 256.97 BF, 912, TEMP, 254.764 BF, 913, TEMP, 252.558 BF,914,TEMP,250.352 BF,915,TEMP,248.146 BF,916,TEMP,245.94 BF, 917,TEMP,243.734 BF,918,TEMP,241.528 BF, 919, TEMP, 239.322 BF,920,TEMP,237.116 BF,921,TEMP,234.91 BF,922,TEMP,232.704 BF, 923,TEMP,230.498 BF,924,TEMP,228.292 BF, 925,TEMP,226.086 BF,926,TEMP,223.88 BF,927,TEMP,221.674 BF, 928,TEMP,219.468 BF, 929, TEMP, 217.262 BF,930,TEMP,215.056 BF,931,TEMP,212.85 BF,932,TEMP,210.644 BF,933,TEMP,208.438 BF,934,TEMP,206.232 BF,935,TEMP,204.026 BF,936,TEMP,201.82 BF,937,TEMP,199.614 BF, 938,TEMP, 197.408 BF, 939, TEMP, 195.202 BF,940,TEMP,268 BF, 941,TEMP,265.788 BF,942,TEMP,263.576 BF,943,TEMP,261.364 BF,944,TEMP,259.152 BF, 945, TEMP, 256.94 BF,946,TEMP,254.728 BF,947,TEMP,252.516 BF,948,TEMP,250.304 BF, 949, TEMP, 248.092 BF, 950,TEMP, 245.88 BF, 951, TEMP, 243. 668 BF,952,TEMP,241.456 BF,953,TEMP,239.244 BF,954,TEMP,237.032 BF,955,TEMP,234.82 BF, 956, TEMP, 232. 608 BF,957,TEMP,230.396 . BF,958,TEMP,228.184 BF,959,TEMP,225.972 BF, 960,TEMP, 223.76 BF,961,TEMP,221.548
HABSGE-01/99-0745, Revision 2 BF,962,TEMP,219.336 BF,963,TEMP,217.124 BF,964,TEMP,214.912 BF,965,TEMP, 212.7 BF,966,TEMP,210.488 BF,967,TEMP,208.276 BF,968,TEMP,206.064 BF,969,TEMP,203.852 BF,970, TEMP, 201.64 BF,971,TEMP,199.428 BF,972,TEMP,197.216 BF,973,TEMP,195.004 BF, 974, TEMP, 195 BF,975,TEMP,195 BF,976,TEMP,195 BF,977, TEMP, 195 BF,978,TEMP,195 BF,979,TEMP,267 BF,980,TEMP,264.788 BF,981,TEMP,262.576 BF,982,TEMP,260.364 BF,983,TEMP,258.152 BF,984,TEMP, 255.94 BF,985,TEMP,253.728 BF,986,TEMP,251.516 BF,987,TEMP,249.304 BF,988,TEMP,247.092 BF,989,TEMP,244.88 BF,990,TEMP,242.668 BF,991,TEMP,240.456 BF,992,TEMP,238.244 BF, 993,TEMP,236.032 BF,994,TEMP,233.82 BF,995,TEMP,231.608 BF,996,TEMP,229.396 BF,997,TEMP,227.184 BF,998,TEMP,224.972 BF,999,TEMP,222.76 BF,1000,TEMP,220.548 BF,1001,TEMP,218.336 BF,1002,TEMP,216.124 BF,1003,TEMP,213.912 BF,1004,TEMP,211.7 BF,1005,TEMP,209.488 BF,1006,TEMP,207.276 BF,1007,TEMP,205.064 BF,1008,TEMP,202.852 BF,1009,TEMP,200.64 BF,1010,TEMP,198.428 BF,1011,TEMP,196.216 BF,1012,TEMP,194.004 BF,1013,TEMP,194 BF, 1014, TEMP, 194 BF, 1015, TEMP, 194 BF, 1016, TEMP, 194 BF, 1017, TEMP, 194 BF,1018,TEMP,266
gal-HABGE-01/99-0745, ReviSIon 2
.,5.
. BF,1019,TEMP,263.788 BF,1020,TEMP,261.576 BF,1021,TEMP,259.364 BF,1022,TEMP,257.152 BF,1023,TEMP,254.94 BF,1024,TEMP,252.728 BF,1025,TEMP,250.516 BF,1026,TEMP,248.304 BF,1027,TEMP,246.092 BF,1028,TEMP,243.88 BF,1029,TEMP,241.668 BF,1030,TEMP,239.456 BF,1031,TEMP,237.244 BF,1032,TEMP,235.032 BF,1033,TEMP,232.82 BF,1034,TEMP,230.608 BF,1035,TEMP,228.396 BF,1036,TEMP,226.184 BF,1037,TEMP,223.972 BF,1038,TEMP,221.76 BF,1039,TEMP,219.548 BF,1040,TEMP,217.336 BF,1041,TEMP,215.124 BF,1042,TEMP,212.912 BF, 1043,TEMP, 210.7 BF,1044,TEMP,208.488 BF,1045,TEMP,206.276 BF,1046,TEMP,204.064 BF,1047,TEMP,201.852 BF, 1048,TEMP, 199.64 BF, 1049,TEMP, 197.428 BF, 1050,TEMP, 195.216 BF,1051,TEMP,193.004 BF,1052,TEMP,193 BF, 1053,TEMP, 193 BBF,1054,TEMP,193 BF, 1055,TEMP, 193 BF, 1056, TEMP, 193 BF, 1057,TEMP, 265 BF,1058,TEMP,262.788 BF,1059,TEMP,260.576 BF,1060,TEMP,258.364 BF,1061,TEMP,256.152 BF,1062,TEMP,253.94 BF,1063,TEMP,251.728 BF,1064,TEMP,249.516 BF,1065,TEMP,247.304 BF,1066,TEMP,245.092 BF,1067,TEMP,242.88 BF,1068,TEMP,240.668 BF,1069,TEMP,238.456 BF,1070,TEMP,236.244 BF,1071,TEMP,234.032 BF,1072,TEMP,231.82 BF,1073,TEMP,229.608 BF,1074,TEMP,227.396 BF,1075,TEMP,225.1B4
-HABGE-01199-0745, Revision 2 BF,1076,TEMP,222.972 BF,1077,TEMP,220.76 BF,1078,TEMP,218.548 BF,1079,TEMP,216.336 BF,1080, TEMP, 214.124 BF,1081,TEMP,211.912 BF,1082,TEMP,209.7 BF,1083,TEMP,207.488 BF,1084,TEMP,205.276 BF,1085,TEMP,203.064 BF,1086,TEMP,200.852 BF,1087,TEMP,198.64 BF,1088,TEMP,196.428 BF,1089,TEMP,194.216 BF,1090,TEMP,192.004 BF, 1091, TEMP, 265 BF,1092,TEMP,262.788 BF,1093,TEMP,260.576 BF,1094,TEMP,258.364 BF,1095,TEMP,256.152 BF,1096,TEMP,253.94 BF,1097,TEMP,251.728 BF, 1098,TEMP, 249.516 BF,1099,TEMP,247.304 BF,1100,TEMP,245.092 BF,1101,TEMP,242.88 BF,1102, TEMP, 240.668 BF,1103,TEMP,238.456 BF,1104,TEMP,236.244 BF,1105,TEMP,234.032 BF,1106,TEMP,231.82 BF, 1107, TEMP, 229.608 BF,1108,TEMP,227.396 BF,1109,TEMP,225.184 BF,1110,TEMP,222.972 BF,1111,TEMP,220.76 BF,1112,TEMP,218.548 BF,1113,TEMP,216.336 BF,1114,TEMP,214.124 BF,1115,TEMP,211.912 BF,1116,TEMP,209.7 BF,1117,TEMP,207.488 BF,1118,TEMP,205.276 BF,1119,TEMP,203.064 BF,1120,TEMP,200.852 BF,1121,TEMP,198.64 BF,1122,TEMP,196.428 BF,1123,TEMP,194.216 BF,1124,TEMP,192.004 BF,1125,TEMP,191 BF,1126,TEMP,191 BF, 1127,TEMP, 191 BE,1128,TEMP,191 BE', 1129, TEMP, 265 BF,1130,TEMP,262.788 BF,1131,TEMP,260.576 BF,1132,TEMP,258.364
Ibl HABGE-01/99-0745, Revision 2 BF,1133,TEMP,256.152 BF,1134,TEMP,253.94 BF,1135,TEMP,251.728 BF, 1136,TEMP,249.516 BF,1137,TEMP,247.304 BF,1138,TEMP,245.092 BF,1139,TEMP,242.88 BF,1140,TEMP,240.668 BF,1141,TEMP,238.456 BF,1142,TEMP,236.244 BF,1143,TEMP,234.032 BF,1144,TEMP,231.82 BF,1145,TEMP,229.608 BF,1146,TEMP,227.396 BF,1147,TEMP,225.184 BF, 1148,TEMP, 222.972 BF,1149,TEMP,220.76 BF,1150,TEMP,218.548 BF,1151,TEMP,216.336 BF,1152,TEMP,214.124 BF,1153,TEMP,211.912 BF,1154,TEMP, 209.7 BF,1155,TEMP,207.488 BF,1156,TEMP,205.276 BF,1157,TEMP,203.064 BF,1158,TEMP,200.852 BF,1159,TEMP,198.64 BF,1160,TEMP,196.428 BF,1161,TEMP,194.216 BF,1162,TEMP,192.004 BF,1163, TEMP, 191 BF,1164,TEMP, 191 BF,1165,TEMP,191 BF, 1166, TEMP, 191 BF,1167,TEMP,265 BF,1168,TEMP,262.788 BF,1169,TEMP,260.576 BF,1170,TEMP,258.364 BF,1171,TEMP,256.152 BF,1172,TEMP,253.94 BF,1173,TEMP,251.728 BF,1174,TEMP,249.516 BF,1175,TEMP,247.304 BF,1176,TEMP,245.092 BF,1177,TEMP,242.88 BF,1178,TEMP,240.668 BF,1179,TEMP,238.456 BF,1180,TEMP,236.244 BF,1181,TEMP,234.032 BF,1182,TEMP,231.82 BF,1183,TEMP,229.608 BF,1184,TEMP,227.396 BF,1185,TEMP,225.184 . BF, 1186,TEMP,222;972 BF,1187,TEMP,220.76 SBF,1188,TEMP,218.548 BF, 1189,TEMP,216.336
HABGE-01199-0745, Revision 2 . BF,1190,TEMP,214.124 BF,1191,TEMP,211.912 BF, 1192,TEMP, 209.7 BF,1193,TEMP,207.488 BF,1194,TEMP,205.276 BEF,1195,TEMP,203.064 BF,1196,TEMP,200.852 BF, 1197, TEMP, 198. 64 BF,1198,TEMP,196.428 BF, 1199, TEMP, 194.216 BF,1200,TEMP,192.004 BF,1201,TEMP,191 BF, 1202, TEMP, 266 BF,1203,TEMP,263.917 BF,1204,TEMP,261.834 BF,1205,TEMP,259.751 BF,1206,TEMP,257.668 BF,1207,TEMP,255.585 BF,1208,TEMP,253.502 BF,1209,TEMP,251.419 BF,1210,TEMP,249.336 BF,1211,TEMP,247.253 BF,1212,TEMP,245.17 BF,1213, TEMP,243.087. BF,1214,TEMP,241.004 BF,1215,TEMP,238.921 . BF,1216,TEMP,236.838 BF,1217,TEMP,234.755 BF,1218,TEMP,232.672 BF,1219,TEMP,230.589 BF,1220,TEMP,228.506 BF,1221,TEMP,226.423 BF,1222,TEMP,224.34 BF,1223,TEMP,222.257 BF,1224,TEMP,220.174 BF,1225,TEMP,218.091 BF,1226,TEMP,216.008 BF,1227,TEMP,213.925 BF,1228,TEMP,211.842 BF,1229,TEMP,209.759 BF,1230,TEMP,207.676 BF,1231,TEMP,205.593 BF,1232,TEMP,203.51 BF,1233,TEMP,201.427 BF,1234,TEMP,199.344 BF,1235,TEMP,197.261 BF,1236,TEMP,195.178 BF,1237,TEMP,193.095 BF,1238,TEMP,191.012 BF,1239,TEMP,266 BF,1240,TEMP,263.917 BF,1241,TEMP,261.834 BF,1242,TEMP,259.751 BF,1243,TEMP,257.668 O BF,1244,TEMP,255.585 BF,1245,TEMP,253.502 BF,1246,TEMP,251.419
I I-win HABGE-01/99-0745, Revision 2
*A SINT 1 8317.15 8317.15 -20.825 8337.975 2 9023.55 8352.4 298.19 8725.36 X 10058.85 9063.65'-144.9611 10203.81 A 11227.55 9823.1 -154.44 11381.99 9i 11824.15 10091.75 -272.705 12096.86 fi 10075.5 8137.1 -848.82 10924.32 Z 7018.05 4527.81 -3371.4 10389.45 a 4429.965 1545.61 -6958.45 11388.42 2 3224.05 -2.95 -10200.6 13424.65 IQ 2544.65 -72.85 -8481.3 11025.95 11 2372.638 1708.595 -3924.95 6297.588
.12 6022.8 3327.62 -944.14 6966.94 1X 7647.75 4461.55 -292.5 7940.25 14 7519 4332.7 9.76048 7509.24 15 6793.45 3659.075 -6.154445 6799.604 AS 6235.1 3130.285 5.812 6229.288
*1Z 5874.1 2838.259 -119.752 5993.852 la 5712.95 2617.932 -151.226 5864.176 i9 5676.2 2423.752 -111.7846 5787.985 2fQ 5706 2254.282 -43.4121 5749.412 2.1 5764.05 2142.045 -11.40875 5775.459 22 5830.25 2061.17 -6.30185 5836.552 2- 5897.5 1981.84 -3.80274 5901.303 24 5970.45 1905.585 -0.7571 5971.207 25 6067.15 1846.835 4.164505 6062.985 2& 6224 1834.45 11.31415 6212.686 21 6500.3 1914.35 21.414 6478.886 2 6971.3 2142.15 26.8995 6944.401 22 7708.9 2568.6 31.483 7677.417 BQ 8644.7 3124.85 -21.8215 8666.522 31 9587.15 3657.25 -58.685 9645.835 32 9750.15 3509.7 -262.35 10012.5 la 7559.05 1589.975 -902.38 8461.43 34 5025.4 341.705 -1235.9 6261.3 0 2 5 6621.8 -102.85 -1020.535 3730.669 -552.855 -2083.15 7642.335 5813.819
HABGE-01/99-07 4 5 , Revision 2 r 37 4014.245 -2165.8 -4563.65 8577.895 aE 7871.4 7837.41 2.79 7868.61 32 8198.185 7779.65 426.22 7771.965 D 0 0 0 LOAD 0 TIME= 0 NODE 0 4D 8602.85 7946.56 194.805 8408.045 41 .9082.85 8018.45 -69.648 9152.498 42 9223.85 7884.15 -417.245 9641.095 AZ 8539.3 7262.15 -1681.85 10221.15 M4 6816.25 6338.65 -4278.25 -11094.5 45 *6349.2 5664.85 -4229 10578.2 46 - -5823.6 4229 -2823.95 '-8647.55 47 5386.95 4163.35 -1871.05 7258 a0 5779.65 4369.55 -2738.75 8518.4 AS 7068.1 4374.09 -1602.3 .8670.4 EQ 7936.55 4896.35 -255.435 8191.985 51 7860.6 4859.8 -80.0195 ; 7940.62 52 -7692.35 4670.85 -13.259 7705.609
.U -7469.9 4399.9 34.026 74 35.874 5A4 7345.95 4192.85 32.892 7313.058 E ,7301.1 4048.2 23.126 7277.974
'7314.3 3946.35 11.696 7302.604 EZ 7359.8 3865.35 4.2691
- 7355.531 Ad 7421.05 3791.9 0.324035 7420.726 2 ,..7488.7 3719.1 -1.005225
- 7489.705 fQ 7559.35 3645.05 -0.127725 7559.78 fil 7635.05 3572.1 3.45965 `7631.59 D.2 ,7723.85 3507.3 11.02635 7712.824 fi- 7841.7 3463.9 23.494 7818.206 f2 ,8013.4 3461.25 40.3975 7973.003 fi .8270.45 3522.6 53.4355 8217.015 f& 8626.1 3654.4 54.375 8571.725 67 :9067.2 3837.45 -4.4986 9071.699 SE 9387.85 3903.85 -129.49 9517.34 fn 9416.25 3749.4 -293.855 9710.105 ZQ 8877.25 3007 -1456.35 ; - *10333.6
- 1. 7019.2 1628.26 -1467.6 8486.8 Z2 8124.4 2071.45 772.41 7351.99 IX 4427.22 -893.65 -4023.65 8450.87 74 3783.45 -1962.935 -4518.4 - - 8301.85 23 8210.27 7575.55 -226.3 ,- -, 8436.57 SE - 8155.22 7476.025 -178.55 8333.77 7937.725 0 72 IS
. 7827.71 7499.695 7118.645 6893.737
-110.015
-388.053 7887.748
-ISE HABGE-01/99 0745, Revision 2
>c !51 Q 0 0
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HABGE-O/99-0745, Revislon 2 C"6 r.
'26963.5 21976 166.805 26796.7
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I -_mmmmmi; HABGE-01199-0745, Revision 2
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HABGE-01/99g0745, Revision 2
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-l - I HABGE-01/99-0745, Revislon 2 t.
2
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0 LOAD 0 TIME= Q 0 RQQ 0 NODE 0 866 7713.4 1775.915 -3297.2 11010.6 86 4616.3 -2467.15 -18863 23479.3 fi& 10661.11 10661.11 -214.4285 10875.54 8 10938.07 10583.8 -62.81 11000.88
HASGE-01J9940745, Revision 2 11 870 11 167.1 10672.8 66.571 11100.53 E110973.15 10499.45 -124.985 11098.14 82 10927v7 10342.1 -45.841 10973.5.4 83 10948.9 10200 -36.608 ; 1 10985.51 VA -11007.2 10061 .85 -26.57935 1. - 11033.78 87 -11094.7 9934.95 -18.68815 11113.39 II 1195.5 9811.9 -12.15305 11207.65 8711298.95 9690.45 -8.56765 11307.52 87 , 11401 9568.05 -6.35515 11407.36 8 11499.45 9444.95 -5.0272 11504.48 8011593.95 9320.75 4.16185 11598.11 881 11685.6 9196 -3.6547 11689.25 82 11774.3 9071.35 -3.5957 11777.9 g 11863.05 8947.85 4.20355 11867.25 g 11954 8827.5 -5.71595 11959.72 8 12052.05 8713.4 -8.1653 12060.22 E 12162.95 8609.75 -11.04515 -12174 8712291.35 8521.1 -12.76415 12304.11 8812438.25 8447.75 -10.1598 12448.41 89 12591.1 8379.7 1.90375 12589.2.. 89012714.8 8288.65 29.687 -12685.11 81 12738 8119 78.2845 12659.72 892 .12549.5 7782.3 145.435 12404.07 gR 12010 7169.3 211.38 11798.62 . fi!-11012 6197.35 230.88 : -' 10781.12 85 9580.1 4888.75 115.222 9464.878 86 8070.25 3532.95 -231.545- 8301.795 87 7471.6 2958.1 -836.66 1.8308.26 98 9295 4326.1 -2262.85 11557.85 89 15698 9511.85 -2472.2 _ 1B7.0;2-00 -43244.5 16700 -9438.45- - 52682.95 Q1 41999 25623 19847.5 - -22151 92 16115.5 8113.05 -2261.845 18377.3 S 21634.5 12732 4691.25 16943.25 Q 8996.5 2697.1 -148.8345 9145.335 0 O 0 nQ 0 LOAD 0 TIME= * # O
- ., O
-6146.5 -1388.9 -20019.5 - - . v . .26166
*-148.735 -7499.95 -7499.95 -. - - 7351.215
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- 59.125 -7295.75 -7516.2 r 7575.325
Awls HABGE-01/99-0745, ReVislon 2 c 7q r-912 39.773 -7270.1 -7527.05 7566.823 22 33.144 -7248.4 -7541.1 7574.244 MA 27.7795 -7230.8 -7559.45 7587.23 215 23.5035 -7213.7 -7578.9 7602.404 216 19.7115 -7196.65 -7599.1 7618.812 212 16.5485 -7179.45 -7619.7 7636.249 215 13.954 -7162 -7640.4 7654.354 919 11.724 -7144.35 -7661.25 7672.974 22Q 9.5059 -7126.7 -7682.3 7691.806 221 6.85285 -7109.25 -7703.65 7710.503 222 3.3637 -7092.2 -7725.6 7728.964 22M -1.055135 -7076.1 -7748.55 7747.495 224 -5.71055 -7061.4 -7772.65 7766.939 925 -8.48445 -7048.15 -7797.85 7789.366 226 -5.085 -7035.7 -7823.1 7818.015 22Z 11.1945 -7021.75 -7845.65 7856.845 928 48.7125 -7001.3 -7860.45 7909.163 222 113.8055 -6966.35 -7859.95 7973.756 Ai 203.755 -6906.3 -7835.45 8039.205 931 293.635 -6812.2 -7782.1 8075.735 932 320.74 -6685.4 -7707.8 8028.54 93 168.924 -6556.9 -7650.6 7819.524 i&{4 -326.425 -6521.2 -7706.7 7380.275 935 -1333.6 -6803.6 -8080.95 6747.35 2M5 -2829.9 -7997.6 -9258.35 6428.45 2O1 -4195.55 -11016.05 -12264.25 8068.7 2S2 -6207.75 -14227 -18004.5 11796T75 2l2 -14068 -19013 -21902 240 -123.59 -7428.2 -7428.2 7304.61
- 41. -196.8825 -7419.45 -7481.75 7284.868 242 -136.447 -7287 -7467.6 7331.153 943 15.63695 -7204.05 -7350.05 7365.687 0
0 0 LQAD 0 TIME= 0 0 NODE 0 244 -9.8119 -7232.1 -7399.55 7389.738 M45 -19.68825 -7228.8 -7430.8 7411.112 246 -10.52015 -7217 -7453.5 7442.98 247 -4.91825 -7206.3 -7478.5 7473.582 245 -1.0333 -7192.9 -7502.05 7501.017 249 0.66005 -7178.6 -7525.8 7526.46 250 1.226795 -7163.7 -7549.6 7550.827 251 1.27419 -7148.55 -7573.5 7574.774 22 1.12567 -7133.15 -7597.35 7598.476 D5M 0.80191 -7117.75 -7621.2 7622.002
HABGE-01/99-074 5, Revision 2 I c 80 954 0.08861 -7102.35 -7645.15 7645.239 Q55 -1.367675 -7086.95 -7669.15 7667.782 5 -3.9179 -7071.5 -7693.2 7689.282 SiZ -7.61755 -7056 -7717.25 7709.632 S -11.75795 -7040.2 -7741.1 7729.342 i -14.15755 -7023.7 -7764.2 7750.042 960 -10.4665 -7006 -7785.65 7775.184
-6.2743 -6986.7 -7804.35 7810.624 f2 44.6115 -6965.9 -7819.45 7864.062 Mil 111.51 -6944.7 -7830.85 7942.36 964 204255 -6926.6 -7841.7 8045.955 9 298.5 -6917.75 -7859.35 8157.85 96 :329.235 -6929.7 -7899.9 8229.135 967 177.795 -6977.1 -7987.55 8165.345 iSE -333.515 -7078.75 -8156.15 7822.635 6 -1401.85 -7260.05 -8446.5 7044.65 SL7Q -3049.2 -7571.65 -8894.35 5845.15 971 -4469 -8296.7 -9595.7 5126.7 972 -4607.3 -8945.85 -10015.7 5408.4 MZa -4379.7 -10075.35 -10730.9 6351.2 EDA 33476 17590.5 -9324.65 975 33366.5 16815.5 -9207.25 42573.75 9 7503.5 1207.33 -8284.35 15787.85 2ZZ 9381 3394.45 -3871.4 13252.4 7 12031.3 6274.25 -2185.05 14216.35
- -979 -127.5 -7330 -7330 7202.5 98 -175.6985 -7289.7 -7349.25 7173.552 SE. -214.765 -7145.4 -7302.9 7088.135 2E2 97.9165 -7050 -7245.6 7343.517 D 0 0
0 LOAD 0 IIME= 0. NODE JU --34.3985 -7105.25 -7267.55 7233.152 94 -19.08395 -7099.95 -7294.15 7275.066 9 -10.74755 -7097 -7324.6 7313.852 9 -4.30645 -7084.75 -7348 7343.694 SE -- 0.7007 -7070.15 -7370.8 7370.099 8 0.79695 -7054.7 -7393.85 7394.647 I 1.290145 -7038.9 -7417.25 7418.54 Q 1.291465 -7023.15 -7441 - 7442.291 1 :1.15596 -7007.45 -7464.85 - 7466.006 S2 0.85651 -6991.9 -7488.85 -7489.707 9 0.193655 -6976.5 -7512.85 7513.044 0 294 M
-1.20928
-3.70665
-6961.05
-6945.45
-7536.95
-7560.95 7535.741
*7557.243
At_ HABGE-01/99-0745, Revision 2 296 -7.4185 -6929.45 -7584.65 7577.232 997 -11.66865 -6912.5 -7607.65 7595.981 22M -14.444 -6894.2 -7629.35 7614.906 9 -11.35715 -6874.25 -7648.95 7637.593 QQQ 4.2981 - 6853.2 -7666.4 7670.698 1.001 41.715 -6833.15 -7682.2 7723.915 1002 107.6455 -6819.1 -7699.75 7807.396 10 202 -6818.8 -7725.3 7927.3 1004 299.09 -6844.15 -7771.1 8070.19 i0f 339.8 -6903.85 -7850.55 8190.35 1006 193.855 -6999.75 -7979.05 8172.905 1007 -312.89 -7092.4 -8143.1 7830.21 1008 -1439.6 -7060.25 -8270.85 6831.25 1009 -3347.25 -6269.4 -8278.3 4931.05 1010 -3579.4 -6211.25 -8215.1 4635.7 1011 -1450.5 -7701.5 -8461.1 7010.6 1012 -1126.8 -2816.3 -5473.6 4346.8 1013 12752.2 971.895 -2600.65 15352.85 104A 65717 31762.5 -1528.05 67245.05 i.Q1 3244.25 -4191.3 -26319.5 29563.75 1016 11115.65 -235.77 -3641.2 14756.85 101 26981.5 18654 -3036.25 30017.75 I101 -125 -7199.6 -7199.6 7074.6 1019 -117.4735 -7171.15 -7231.55 7114.077 1020 -140.373 -7103 -7204 7063.627 1021 -68.0195 -6979 -7127.95 7059.931 Q 0 0 0 0 LQA2 0 TIME= 0 Q 0 NODE 0 1022 -33.7715 -6958.45 -7114.3 7080.529 iQ23 -14.28959 -6959.15 -7150.85 7136.56 1024 -7.4797 -6953.15 -7180.75 7173.27 1Q2I -1.2302 -6941.9 -7206.55 7205.32 1026 0.95485 -6929.25 -7231.8 7232.755 1027 2.043375 -6915.5 -7256.7 7258.743 1028 2.09036 -6901.35 -7281.55 7283.64 1029 1.95475 -6886.9 -7306.35 7308.305 1030 1.70555 -6872.3 -7331 7332.706 1031 1.40013 -6857.7 -7355.5 7356.9 1MM2 0.780605 -6843 -7380.05 7380.831 1033 -0.47375 -6828.4 -7404.55 7404.076 jQ4 -2.76765 -6813.75 -7429.15 7426.382 10i3 -6.2161 -6798.95 -7453.6 7447.384 IQ -10.4188 -6783.6 -7477.75 7467.331 I037 -13.4796 -6767.15 -7500.75 7487.27
HASGE-01/99-0745, RevisIon 2 I-1038 -11.8624 -6748.9 -7521.85 7509.988 i13 1.249095 -6728.15 -7539.55 7540.799 j140 33.425 -6705.55 -7553.5 ' 7586.925 1041 94.115 -6682.6 -7564 7658.115 1D42 181.01 -6665.85 -7576.4 7757.41 103 ; 280.88 -6663.75 -7599.15 7880.03 IDAA 327.505 -6692.85 -7653.35 7980.855 iMf 226.165 -6759.85 -7755.85 7982.015 J146 -239.91 -6867.9 -7935.75 7695.84 1047 -1223.52 -6946.6 -8157 6933A48 1048 -2952.4 -6949.25 -8412.15 5459.75 1049 - - 4069 -7291.15 -8810.8 -4741.8 j105 -2949.55 -8231.85 -9223.7 6274.15 105 -1775.5 -8054.35 -8884.55 7109.05 1052 25918.5 17743 1306.78 24611.7-2... 1053 42713.5 24934.5 1826.95 40886.55 105~4 11992.5 4679.4 -18941.5 30934 1055 13288.45 5655.75 -637.195 13925.65 1056 22430 15034 2437.75 - 19992.25
- i. =057Z -96.47 -7007.6 -7007.6 6911.13 1058 -105.3625 -7011.6 -7074.4 6969.038 1059 ,-7.716 -7002.8 -7119.25 7111.534 I0=. -232.395 -6937.35 -7091.5 6859.105 Q0 0 0
0 QA: 0 0 - - NODE 0 1061 216.11 -6770 -7202.75 7418.86 1062 131.755 -6852.45 -7090.95 7222.705
,106 100.5975 -6826.6 -7078.4 ( 7178.998
,106A 78.4955 -6802.15 -7091.6 7170.096
,105 62.223 -6783.15 -7109.3 7171.523 06 -50.6055 -6766.75 -7129.5 7180.106 1Ql7 41.353 -6751.35 -7150.8 7192.153 1068 34.4665 -6736.1 -7172.65 ( 7207.117 iD6 29.032 -6720.85 -7194.75 7223.782 1070 24.7705 -6705.45 -7216.95 7241.721 1071 21.0485 -6690.15 -7239.4 7260.449 10?2 17.421 -6675.2 -7262.4 7279.821 1073 13.2845 -6661.15 -7286.35 7299.635
,1074 8.49015 -6648.65 -7311.75 7320.24 1075 3.0698 -6638.35 -7339.15 7342.22 1076 -1.103 -6630.15 -7368.2 ' 7367.097 1077 -1.5632 -6622.85 -7397.7 7396.137
,1078 --8.8663 -6612.15 -7423.1 ' 7431.966
.10T 35.2185 -6590.45 -7437.5 7472.719
I-HABGE-01/99-0745, Revision 2 I rI 1080 90.258 -6544.1 -7428.2 7518.458 1081 166.395 -6458.85 -7384.05 7550.445 1082 265.64 -6320.1 -7293 7558.64 108 307.26 -6138.55 -7173.6 7480.86 1084 246.08 -5957.65 -7068.75 7314.83 1 B5 -188.895 -5931.85 -7140.55 6951.655 WI -996.525 -6349.25 -7633.35 6636.825 108Z -2554.2 -7864.05 -9135.3 6581.1 1088 -4090.4 -10797.2 -12410 8319.6 1089 -6588.45 -13862.55 -17273.5 10685.Q05 1I= -13184 -17871 -20499 7315 i0i 13901.55 13901.55 -377.575 14279.13 1092 14016 13752.55- 223.6589 13792.34 103 13985.3 13501.7 -484.795 14470.1 1094 14291.85 13704.95 470.415 13821.44 i095 14172.3 13383.15 -200.49 14372.79 1096 14255.8 13276.85 5.07405 14250.73 1097 14346.45 13164.55 -15.5161 14361.97 1098 14416 13027.15 -8.09585 14424.1 1039 14508.8 12910.55 -2.00495 14510.8 Q 0 0 0 0 LOAD 0 TIME= 0 0 NODE 0 1100 14589.8 12782 -2.908865 14592.71 1101 14676.35 12659.35 -0.77311 14677.12 1102 14759.2 12533.25 -1.22462 14760.42 1JQM 14843.3 12408.8 -0.55164 14843.85 1104 14925.75 12283.65 -0.67048 14926.42 1Q5 15008 12158.7 -0.62378 15008.62 1.1. 15089.5 12033.45 -1.4732 15090.97 IIQZ 15172 11908.7 -2.771 15174.77 1108 15254.5 11784.65 -5.85515 15260.36 1103 15341.5 11663.65 -8.6356 15350.14 1110 15429 11543.4 -13.3335 15442.33 1111 15528 11432.9 -10.93175 15538.93 1112 15624 11320.35 -7.8529 15631.85 1113 15739 11224.5 24.3075 15714.69 1114 15812 11096.1 54.1965 15757.8 1115 15910 10992.3 157.335 15752.67 1116 15828 10742.05 191.02 15636.98 1117 15829 10565.6 356.56 15472.44 iii. 15309 9951.55 138.1535 15170.85 11.19 15340.5 9778.05 126.493 15214.01 1120 14155.5 8566.2 -994.785 15150.29 1121 15605 9393.3 -1972.5 17577.5
HABGE-01/99-0745, ReVIsion 2 1122 14566.5 8389.95 -2212.25 16778.75 I=2 21766 10764.15 -15162.5 36928.5 1-124 1123 -45530 22033.5 -1504.415 ' W ;2734.42 1124 - 1484.5 -4987.25 -20619 : 22103.5 1125 10254.35 2140.05 -24617 ; -' 34871.35 9699.25 1715 -19274 28973.25 im 1127 7133.1 -240.9 -15865 - -. 22998.1 1128 1390225 13902.25 -377.575 14279.83 Im 14144.75 13900.95 190.7955 13953.95 I= 31j~ 14171.8 13663.75 -430.785 14602.59 14208.2 13532.6 447.645 - 13760.56 Im 14289.45 13388.15 -207.76 : 14497.21 14415.75 13322.4 11.48003 14404.27 Im 113 14475.65 13181.95 -18.46835 14494.12 113 ima113 14568.15 13077.5 -6.168355 14574.32 14638.5 12950 -2.48515 14640.99 14719.45 12832.5 -2.451965 14721.9 0 0 0 LOAD 0 .T1ME= ., 0 0 NODE 0 113 :14796.4 12709.5 -0.837155 14797.24 1140 14877.05 12589 -1.11591 14878.17
.141 14956.9 12467.35 -0.556555 14957.46 11.42 15038.25 12346.45 -0.65251 -~ -- 15038.9 11a4 15120 12224.85 -0.61762 i .15120.62 11-4-4 :15202 12103 -1.4823 15203.48 1145- 15283 11980.7 -2.72225 15285.72 11.4A 15363.5 11857.15 -5.84965 15369.35 147 -15440.5 11731 -8.43165 : X15448.93 11a -15515.5 11602.6 -13.2925 . .- 15528.79 114A : -15581 11467.95 -10.38745
- 15591.39 15650 11334.9 -8.02525 15658.03 1151 15706.5 11196.4 25.33 15681.17 1152 .15804.5 11088.6 52.5325 -* 15751.97 115 !:15895 10984.45 158.96 * ; 15736.04 1154 16148 10999.15 184.155 15963.85 11.55 16350.5 10992 360.87 15989.63 11.5 16981 11277 118.339 '- 16862.66 1157 s17117 11205 147.1 -16969.9 1158 18200.5 11749 -1041.755 19242.26 11.59 16723 10341.05 -1883.15 18606.15 1160 17854 10985.4 -2321.25 c . . 20175.25 116.1 i9855.35 3126.95 -15301 25156.35 11652 39701.5 19298.5 -5439.6 * - 2:6456141.1 1i163 6295.75 -1158.7 -20466 -26761.75
-, a.
HABGE-01199-0745, Revision 2 C- S I J1164 44260.54 26127 20231.5 24029 1165 26238 12836.4 -5887.3 32125.3 1166 14584.5 2414.65 -29284.5 43869 A1~Z- 9993.939 9993.939 11.14 9982.799 1168 10083.29 9925.41 -76.4286 10159.71 1169 10331.65 10019.95 -28.58 10360.23 1170 10558.7 10074.9 139.9995 10418.7 1171 10401.95 9848.5 -147.95 10549.9 1172 10360.55 9664.15 -43.109 10403.66 1173 10400.35 9515.3 -26.0054 10426.36 1174 10469.3 9373.55 -26.3995 10495.7 1175 10554.95 9240.75 -13.54215 10568.49 1176 10641 9106.45 -13.2912 10654.29 11ZZ 10725.7 8972.85 -8.8883 10734.59 0
.Q 0 0
LOAD 0 TIME= 0 0 NODE 0 i1ZM 10806.35 8839 -8.07945 10814.43 I179 10883.95 8705.35 -6.25115 10890.2 1180 8571.65 i 10958.6 -5.56425 10964.16 1181 11031 8438.25 -4.71525 11035.72 118 11102.35 8305.5 -4.825 11107.18 118 11175.9 8175.6 -5.0418 11180.94 1184 11255.9 8051.45 -7.0645 11262.96 115 11349.5 7939.15 -8.14125 11357.64 1186 11463.8 7844 -12.298 11476.1 1187 11604.8 7770.35 -9.0512 11613.85 1JIM 11764.25 7711.35 -11.02405 11775.27 118 11914.5 7646.7 16.0235 11898.48 il9Q 11983 7513.9 23.2465 11959.75 1191 11849.5 7226.95 112.259 11737.24 119Z 11331 6625.6 91.227 11239.77 119 10269.2 5611.3 264.215 10004.99 1194 8584 4061.3 48.6275 8632.628 19 6757 2277.3 150.39 6606.61 1196 5571.18 492.11 -1076.215 6647.395 1I9 7032.95 2185.3 -360.415 7393.365 1198 13776 6827.85 -4887.8 18663 8 I119 33630.5 14443 4668.3 8298 i200 55699 28982.5 20496.5 35202.5 M.201 64511.5 21703 -14183.5 78695 1202 10034.9 10034.9 21.735 10013.17 1203 10090.05 9913.95 -93.988 10184.04 1204 10149.35 9767.85 108.182 10041.17 120 10218.6 9584.9 148.585 10070.02
HABGE-01I99 0745, Revision 2 Ir 1206 10280.4 9488 -58.657 10339.06 1207 10364.7 9394.85 -9.82815 10374.53 12Q= 10444.7 9284.35 1.2163 10443.48 12Q9 10530 9176.9 -4.45776 10534.46 1210 10614.05 9066.65 1.27815 10612.77 12.1 10697.35 8955.35 -0.53885 10697.89 1212 10781.65 8844.55 0.65327 10781 1213 10865.05 8733.15 0.1253 10864.92 1214 10949.05 8621.3 0.387485 10948.66 1215 11032.4 8509.9 0.1949 11032.21 1216 11115.75 8398.05 0.16537 11115.58 0 0 0 LOAD 0 TIME= 0 0 NODE 1217 11199 8286.65 -0.353495 11199.35 12I8 11282.75 8174.75 -0.996567 11283.75 1219 11365.85 8062.85 -2.65995 11368.51 I=220 11449 7951 -3.91275 11452.91 1221 11532 7838.6 -6.5771 11538.58 1222 11616.05 7727.85 -4.8787
- 11620.93 1223 11699.4 7616.4 -4.3504 11703.75 1224 11785.8 7508.45 13.494 11772.31 1225 11869.1 7398.2 24.953 11844.15 1226 11961.4 7298.95 81.133 11880.27 1227 12042 7186.45 81.141 11960.86
.22E 12149.5 7104.1 172.175 11977.33 1229 12202.5 6954.35 -0.779 12203.28 1230 12321 6878.25 108.9765 12212.02 I231 12261 6572.1 -747.905
- 13008.91 1232 12344.5 6513.85 -297.315 12641.82 12a 13099 6572.25 -4134.9 17233.9 1234 13126.5 6472.7 -4135.5 17262 1235 15426 8592.5 -1398.445 16824.45 123& 12223 5459.6 -4969.45 17192.45 1237 7098.45 786.865 -4676.35 11774.8 12= 2933.165 -5138.665 -28951 31884.17 123M 10352.35 10352.35 46.83 10305.52 1240 10446.05 10104.6 -110.6085 10556.66 1241 10461.55 9803.25 167.6035 10293.95 1242 10478.95 9483.65 -53.9675 10532.92 1243 10576.75 9421 -90.0775 10666.83 1244 10748.2 9411.5 -56.917 10805.12 1245 10851.45 9349.25 -24.5106 10875.96 1246 10916.6 9254.75 -22.2996 10938.9 1247 10979.25 9158.15 -14.41285 10993.66
L-;.- I 'ITI HABGE-01/99-0745, Revision 2 1248 11041.2 9057.9 -11.9153 11053.12 1249 11107.2 8957.2 -9.483 11116.68 1260 11177.4 8856.2 -7.98 11185.38 1251 11252.05 8754.6 -6.76045 11258.81 1252 11330.1 8653.3 -5.8523 11335.95 123 11410.5 8551.15 -5.1943 11415.69 i254 11491.9 8448.05 -4.8594 11496.76 i125 11571.6 8342.6 -4.885 11576.49 Q 0 0 0 LOAD 0 TIME= 0 0 NO!DE 0 I256 11644.65 8229.95 -5.3356 11649.99 i2JM 11704.25 8106.3 -6.01315 11710.26 i125 11742.4 7965.2 -6.5891 11748.99 I259 11755.3 7803.45 -5.83355 11761.13 12.0 11749.55 7627.25 -2.44845 11752 J261 11755.15 7461.15 6.7086 11748.44 1262 11845.1 7364.25 22.279 11822.82 I26 12144 7434.95 46.495 12097.51 1264 12833 7815.1 67.6185 12765.38 126 14080.5 8634.4 79.536 14000.96 I26 15952 9935.4 33.107 15918.89
.25Z 18089 11438.5 -42.0985 18131.1 a2i. 19456.5 12310.5 -433.625 19890.13 i.2J 18311.5 11270 -424.575 18736.08 I270 10683.45 4967.05 -3670.3 14353.75 1271 6052.25 744.68 -11362.15 .17.414.4 1272 7462.3 1045.15 -14823 22285.-.
JZ1 7401.15 750.3 -11213.8 18614.95 1274 9747.4 2424.695 -8518.2 18265.6 i275 853.75 -6326.7 -22775 23628.75 624 624 1202
-15048.5 -20183 -29550 1014 261 1182 65717 37981 21051
HABGE01/99-0745, Revision 2 I t. 752 752 752 .
\ -28537 -35484 -53161 .
1014 261 357 78695 94055 67363.5 50501.5 0
I 'I I 1m1 omin I HABGE-O199-0745, Revislon 2 . BF,1247,TEMP,249.336 BF,1248,TEMP,247.253 BF,1249,TEMP,245..17 BF,1250,TEMP,243.087 BF,1251,TEMP,241.004 BF,1252,TEMP,238.921 BF,1253,TEMP,236.838 BF,1254,TEMP,234.755 BF,1255,TEMP,232.672 BF,1256,TEMP,230.589 BF,1257,TEMP,228.506 BF,1258,TEMP,226.423 BF,1259,TEMP,224.34 BF,1260,TEMP,222.257 BF,1261,TEMP,220.174 BF,1262,TEMP,218.091 BF, 1263, TEMP, 216.008 BF,1264,TEMP,213.925 BF, 1265, TEMP, 211.842 BF,1266,TEMP,209.759 BF,1267,TEMP,207.676 BF,1268,TEMP,205.593 BF,1269,TEMP,203.51 BF,1270,TEMP,201.427 BF,1271,TEMP,199.344 BF,1272,TEMP,197.261 BF,1273,TEMP,195.178 O BF,1274,TEMP,193.095 B'F,1275,TEMP,191.012 SAVE FINI
/SOLU ANTYPE,STATIC SOLVE SAVE FINI /POST1 ALLSEL /OUT,THER2c,OUT PRNSOL,S,PRIN /OUT
I 4BGE-01/99-0745, Revision 2 HOPPER AND ASSdIATES ENGINEERS CALCULATION SHEET ITLE: NEW DSC STRUCTURAL ANALYSIS DAli E: 01/14/99 PACE: Di SURIJET: APPENDIX BY:. hA,.2S CK: SR SIM 1 OF 17 APPENDIX D ANSYS DROP LOAD ANALYSIS
ltl - ml
, HABGE-01/990745, Revision 2
> D2.
/FILNAM,TOPDROP2 /PREP7 /TITLE,DSC STRUCTURAL ANALYSIS MODEL KAN,0 ET,1,42,,, 1 C*** STAINLESS STEEL EX,1,26.5E6 NUXY,1,0.3 DENS, 1,0.283 ALPX, 1,9. 8E-6 C*** CHEMICAL LEAD EX,2,3.OE6 NUXY,2,0.4 DENS,2,0.411 ALPX,2,16.4E-6 c*** KTEMP,-1 C*** NODAL INPUT C*** BOTTOM DETAIL N,1,0.0,0.0 N,7,6.0,0.0 FILL N,8,6.625,0.0 N, 9, 7. 25, 0.0 N, 10, 8. 0, 0.0 N, 35, 33. 0, 0.0 FILL N, 36, 33.275, 0. 0 N,37,33.55,0.0 NGEN,3,37,1,37,1,0.0,0.5 NGEN,2,37,75,109,1,0.0,0.75 N,147,33.125,1.75 N, 148,33.55,1.75 NGEN,2,37,112,145 N, 183,33.125, 1.75 NGEN,2,35,149,157,1,0.0,1.0 N,193,7.25,2.75 N,194,8.0,2.75 NGEN,2,37,158,183,1,0.0,1.0 N,221,33.125,2.75 N,222,33.55,2.75 NGEN,3,39,184,222,1,0.0,1.0 NGEN,2,39,262,270,1,0.0,1.0 N,310,8.0,6.0 N, 335, 33. 125, 6.0 FILL NGEN,2,35,301,335,1,0.0,0.0 N,371,33.55,6.0 NGEN,2,36,336,344,1,0.0,0.75 NGEN,2,36,345,371,1,0.0,0.5 N,408,7.25,7.75 N,409, 8.0,7.75 N, 410, 5.0, 9.0 N,411,6.125,9.0 N,412,7.25, 9.0 N, 413, 8.0, 9.0 NGEN,2,4,410,413,1,0.0,1.0
I HABGE-1/99-0745, Revision 2 C*** ELEMENT GENERATION C*** BOTTOM DETAIL E,1,2,39,38 EGEN,36,1,-i E,38,39,76,75 EGEN,36,1,-i E,75,76,113,112 EGEN, 36, 1,-1 MAT,2 E,149, 150, 185, 184 EGEN,8,1,-i MAT,1 E,120,121,194,193 MAT,2 E, 158,159,196,195 EGEN,24,1,-1 E,182,183,220,219 MAT,1 E,147,148, 222,221 MAT, 2 E,184,185,224,223 EGEN,8,1,-i MAT,1 E, 193, 194,233,232 MAT,2 - E, 195, 196, 235, 234 EGEN, 25,1,-1 MAT, 1 E,221,222,261,260 MAT,2 E,223,224,263,262 EGEN,8,1,-i MAT, 1 E,232,233,272,271 MAT,2 E,234,235,274,273 EGEN,25,1,-1 MAT, 1 E,260,261,300,299 MAT, 2 E,262,263,302,301 EGEN,8,1,-i MAT, 1 E,271,272,345,344 MAT, 2 E,273,274,311,310 EGEN, 25,1,-1 MAT, 1 E,299,300,371,370 E,336, 337, 373, 372 EGEN, 35,1,-1 E,380,381,409,408 E,408,409,413,412 E,412,413,417,416 E,411,412,416,415 E,410,411,415,414
HABGE-o1/990745, Revislon 2 C*** DSC SHELL NODES N,425,33.0,-0.75 N,426,33.275,-0.7 5 N,427,33.55,-0.75 NGEN,5,3,425,427,1,0.0,-1.0 N,440,33.0,-5.75 N,441,33.55,-5.75 NGEN,148,2,440,441,1,0.0,-l.O N,736,33.0,-153.75 N,737,33.275,-153.75 N,738,33.55,-153.75 NGEN,6,3,736,738,1,0.0,-1.0 C*** DSC SHELL ELEMENTS E,425,426,36,35 E,426,427,37,36 E,428,429,426,425 E,429,430,427,426 EGEN,4,3,291,292 E,440,438,437 E,440,441,438 E,441,439,438 E,442,443,441,440 EGEN, 147,2,-1 E,736,737,734 E,737,735,734 E,736,738,735 E,739,740,737,736 E,740,741,738,737 EGEN,5,3,452,453,1 C*** BOTTOM DETAIL NODAL INPUT LOCAL,11,0,0.0,-166,0.0 N,754,32.25,9.25 N,755,32.25,8.25 N,756,32.25,7.25 N,757,0.0,7.25 N,789,32.0,7.25 FILL N,757,0.0,7.25 FILL, 757,789 N,790,32.25,7.25 N,791,33.0,7.25 NGEN,2,.35,757,789,1,0.0,-0.5 N,825, 32.5, 6.75 N,826,33.0,6.75 N,827,33.0,6.75 N,828,33.275,6.75 N,829,33.55,6.75 NGEN,3,38,792,829,1,0.0,-0.5 NGEN,3,38,868,901,1 NGEN,2,34,906,939,1,0.0,-1.0 N,974,32.5,4.75 N,975,33.0,4.75 N,976,33.0,4.75 N,977,33.275,4.75 N,978,33.55,4.75
HABGE-01/990745, RevIsion 2
' bs
. NGEN,3,39,940,978,1,0.0,-1.0 INGEN,2,39,1018,1051,1,0.0,-1.5 NGEN,2,34,1057,1090,1 N, 1125, 33.0,1.25 N,1126,33.0,1.25 N,1127,33.275,1.25 N,1128,33.55,1.25 NGEN,2,38,1091,1128,1,0.0,-0.25 NGEN,2,38,1129,1163,1 N,1202,0.0,0.375 N,1234,32.0,0.375 FILL N,1235,32.5,0.375 N, 1236,33.0, 0.375 N,1237,33.275,0.375 N,1238,33.55,0.375 NGEN,2,37,1202,1238,1,0.0,-0.625 C*** BOTTOM DETAIL ELEMENT GENERATION E,755,748,745,754 E,756,751,748,755 E,792,793,758,757 EGEN, 33,1,-1i E,825,826,791,790 E,827,828,752,751 E,828,829,753,752 E,830,831,793,792 S EGEN,34,1,-1 BE,865,866,828,827 E,866,867,829,828 E,868,869,831,830 EGEN, 34, 1,-1 E,903,904,866,865 E,904,905,867,866 MAT,2 E,940,941,907,906 EGEN,33,1,-i MAT,1 E,974,975,902,901 E, 976, 977, 904, 903 E,977,978,905,904 MAT,2 E,979,980,941,940 EGEN, 33,1,-1 MAT, 1 E,1013,1014,975,974 E,1015,1016,977,976 E,1016,1017,978,977 MAT,2 , E,1018,1019,980,979 EGEN, 33,1,-1 MAT, 1 E,1052,1053,1014,1013 .s E,1054,1055,1016,1015 BE,1055,1056,1017,1016 MAT,2 E,1057,1058,1019,1018
X!l-HABGE-01/99-0745, Revision 2 EGEN, 33,1,-1 MAT, 1 E,1124,1125,1053,1052 E,1126,1127,1055,1054 E,1127,1128,1056,1055 E,1129,1130,1092,1091 EGEN, 34, 1,-1 E,1164,1165,1127,1126 E,1165,1166,1128,1127 E,1202,1203,1168,1167 EGEN, 34, 1,-1 E,1236,1237,1165,1164 E,1237,1238,1166,1165 E,1239,1240,1203,1202 EGEN, 36,1,-1 WSORTY C*** AXISYMETRIC BOUNDARY CONDITIONS c*** SYMBC,..0.0 ********************************* csys, 0 nsel,s,loc,x,0 dsym,symm,x,O c*** SYMBC,11,,O.O ********************************** c***csys, 11 c***nsel,s,locy,0 c***dsym,symmx,11 allsel C*** CONSTANT COUPLED NODES CP, 1,UX, 120, 157 CP, 2,UX, 121, 158 CP, 3,UX, 192, 193 CP,4,UX,194,195 CP,5,UX,231,232 CP, 6,UX, 233, 234 CP,7,UX, 270, 271 CP, 8,UX, 272,273 CP, 9,UX, 309,344 CP,10,UX,310,345 CP, 12,UX, 183, 147 CP, 13,UX, 220,221 CP, 14,UX, 259,260 CP, 15, UX, 298, 299 CP, 16,UX, 335, 370 CP,17,UX,751,791 CP,18,UX,826,827 CP,19,UX,864,865 CP,20, UX, 902, 903 CP,21,UX,901,939 CP, 22, UX, 973, 974 CP,23,UX,975,976 CP,24,UX,1012,1013 CP,25,UX,1014,1015 CP,26,UX,1051,1052 . CP, 27, UX, 1053, 1054 CP,28,UXl090,1124 CP,29,UX,1125,1126 CP,30,UX,1164,1201
HABGE-011990745, Revision 2 C*** LOADING CONDITIONS CP,31,UY,112,149 CPSGEN, 34, 1,-1 CP, 65,UY, 147, 183 CP, 66, UY, 868,906 CPSGEN,34,1,;-1: CP,100,UY,1057,1091 CPSGEN, 34, 1,-1i CP,134,UY,1129,1167 CPSGEN,34,1,-1 CP,168,UY,301,336 CPSGEN,35,1,-1 C*** BOUNDARY CONDITIONS D,1239,UY,0.0, ,1275,1 C*** C***INTERNAL CONTENTS ADDITIONAL FORCE ESEL,S,ELEM,,464,496,1 SFE,ALL,3,PRES,,1000.0 ALLSEL C***75 G ACCELERATION ACEL,0.0,75.0,0.0 ALLSEL SAVE FINI /SOLU ANTYPE,STATIC SOLVE SAVE /POSTI ALLSEL
/OUT,TOPSTR2A,OUT PRNSTR,ALL /OUT /OUTTOPFOR2A,OUT PRRFOR /OUT PLNSOL,S,INT /TITLE,DSC TOP DROP ANALYSIS - 0.55" SHELL THICKNESS
w PRINT S NODAL SOLUTION PER NODE
- WARNING *** CP= 15783.940 TIME= 14:07:29 4/9 4A7d The selected element set contains mixed materials.
~- ~£ - jS*t, This could invalidate error estimation. ***** POSTi NODAL STRESS LISTING *****
LOAD STEP= 1 SUBSTEP= 1 I/$ TIME= 1.0000 LOAD CASE= 0 THE FOLLOWING X,'Y,Z VALUES ARE IN GLOBAL COORDINATES NODE SX SY Sz SXY SYZ SXZ S1 S2 S3 SINT SEQV 1 7237.6 -204.12 7237.6 .00000 .00000 .00000 7237.6 7237.6 -204.12 7441.7 7441.7 2 7238.2 225.08 7198.1 -516.09 .00000 .00000 7275.9 7198.1 187.30 7088.6 7050.0 3 7057.3 -31. 998 7058.6 -802.17 .00000 .00000 7146.9 7058.6 -121.63 7268.6 7224.8 4 6961.7 10. 919 7040.3 -513.43 .00000 .00000 7040.3 6999.4 -26. 801 7067.1 7046.8 5 6950.2 24.178 7015.2 -395.82 .00000 .00000 7015.2 6972.7 1. 6306 170 IY5 ' t 6992.4 6 6974.9 .58979 7008.3 -325.71 .00000 .00000 7008.3 6990.0 -14.588 7022. nX 7013.8 7 7115.5 25. 112 7052.0 -335.74 .00000 .00000 7131.3 7052.0 9.2492 7122. C 7082.7 m 8 7920.3 334.09 7402.8 -615.64 .00000 .00000 7970.0 7402.8 284.46 7685. " 7418.2 to 9 9858.5 250.78 8070.9 -1019.6 .00000 .00000 9965.5 8070.9 143.77 9821. 5 9024.8 10 12860. -122.40 9194.5 -1064.4 .00000 .00000 12946. 9194.5 -209.08 1315E $Y 11738. ;U 11 15316. -265.24 10585. -642.19 .00000 .00000 15342. 10585. -291.66 15634 ! 13881. V; 12 15965. -88. 519 *11498. -252.06 .00000 .00000 15969. 11498. -92. 476 1606] ° 14358. K) 13 15472. 14.538 11892. -127.97 .00000 .00000 15473. 11892. 13.479 15460. 14017. 0'
.0 11980. -70.877 .00000 .00000 14645. 11980. -32. 195 14677.
14 14645. -31.853 13543. 11956. -13. 180 .00000 .00000 13755. 11956. -1.3979 13756. 15 13755. -1.3852 12951. 11795. 21.389 .00000 .00000 12776. 11795. -3.6559 12780. 16 12776. -3.6201 12319. 11551. 49.185 .00000 .00000 11780. 11551. -1.17 62 11782. 17 11780. -.97085 11669. 11238. 73.752 .00000 .00000 11238. 10772. -2.0770 11240. 18 10771. -1.5721 11015.
- POSTi NODAL STRESS LISTING *****
LOAD STEP= 1 SUBSTEP- 1 TIME= 1.0000 LOAD CASE= 0 THE FOLLOWING X,'VZ VALUES ARE IN GLOBAL COORDINATES
- SY, Sz . SXY SYZ Sxz Si. S2 S3 SINT NODE SX-SEQV 10868. 97.096 .00000 .00000 10868. 9747.8 -2.8922 10871.
19 9746.8 -1.9253 10357.
, -2.4785 - 10448. 119.93 .00000 .00000 10448. 8701.5 -4.1311 10452.
20 ... 8699.8 9697.3 7623.3 -2.9168 9980.6 142.50 .00000 .00000 9980.6 7626.0 -5.5785
'21 9041.8 6511.4 -3.2856 9470.0 164.85 .00000 .00000 9470.0 6515.6 -7.4 542 9477.,
22
. . I I 8399.4 5359.2 -3.5824 8918.0 186.98 .00000 .00000 8918.0 5365.7 -10.094 8928. W 23 m 7785.5
-3.7876 8326.0 208.88 .00000 .00000 8326.0 4173.6 -14.232 8340. ° 24 4163.1 .A 7222.9
-3.7841 .7695.5 230.32 .00000 .00000 7695.5 2938.8 -21.812 7717. '6 25 2920.8 6743.4
-3.3926 7028.1 250.77 .00000 .00000 7028.1 1669.9 -40. 973 7069. 'I 26 1632.3 6387.9 CD 302.73 -1.9627 6326.9 268.94 .00000 .00000 6326.9 459.48 -158.71 6485. c 27 U' 6199.7
.28483 .5597.3 282.73 .00000 .00000 5597.3 71.259 -1126.0 6723. 0 28 -1055.0 6211.8 6.2413 4850.4 288.33 .00000 .00000 4850.4 40. 141 -2446.0 7296.,j 29 -2412.1 6424.9
'7
30 -3728.9 11.380 4099.8 282.13 .00000 .00000 4099.8 32.541 -3750.0 0 7849.8 6799.6 31 -4887.6 26.568 3387.5 248.44 .00000 .00000 3387.5 39.096 -4900.2 8287.6 7221.3 32 -6027.2 34.430 2675.5 255.45 .00000 .00000 2675.5 45. 176 -6038.0 8713.4 7741.0 33 -6644.7 -158.19 2053.5 110.33 .00000 .00000 2053.5 -156.32 -6646.6 8700.1 7832.6 34 -6306.7 1351.3 2243.5 -76.131 .00000 .00000 2243.5 1352.1 -6307.5 8551.0 8141.9 35 -3074.3 -8941.8 -140.84 -181.39 .00000 .00000 -140.84 -3068.7 -8947.4 8806. 6 7768.1 36 -1322.5 -4565.5 1686.2 -524.09 .00000 .00000 1686.2 -1239.9 -4648.1 6334.3 5491.0
- POSTI NODAL STRESS LISTING *****
LOAD STEP= I SUBSTEP= 1 TIMED 1.0000 LOAD CASE= 0 THE FOLLOWING X,Y, Z VALUES ARE IN GLOBAL COORDINATES NODE SX SY Sz SXY SYZ Sxz S1 S2 S3 SINT SEQV 37 -992.47 3044.7 4024.5 -815.49 .00000 .00000 4024.5 3203.2 -1151.0 p51745 v 4817.6 38 5476.4 -153.40 5476.4 .00000 .00000 .00000 5476.4 5476.4 -153.40 5629.8 5629.8 3:1 39 5496.7 180.68 5443.7 96.369 .00000 .00000 5498.4 5443.7 178.93 5319. c 5292.3 c) 40 5401.0 -28. 581 5367.6 146.30 .00000 .00000 5405.0 5367.6 -32. 521 5437. T 5418.9 41 5369.0 16.455 5391.9 Z0 98.163 .00000 .00000 5391.9 5370.8 14. 655 5377. t-5366.7 6 42 5351.7 35.023 5387.6 52.040 .00000 .00000 5387.6 5352.2 34.514 5353. Z 5335.5 43 5423.9 31.182 5401.1 2.3668 .00000 .00000 5423.9 5401.1 31. 181 5392. c 5381.4 up 44 5501.4 5468.5 2.0876 .5437.3 -58.474 .00000 .00000 5502.0 5437.3 1.4 660 5500. a 45 5599.1 506.86 5616.7 -379.90 .00000 .00000 5627.3 5616.7 478.68 5148.. 5143.4 (7
5889.1 -1047.6 .00000 .00000 6437.9 5889.1 576.91 5861.0 46 6244.3 770.57 5606.8 7731.1
-268.44 5944.8 -1159.3 .00000 .00000 7284.7 5944.8 -446.38 47 7106.7 7155.8 8243.2
-502.47 6247.8 -454.37 .00000 .00000 7715.6 6247.8 -527.59 48 7690.5 7616.1 7883 6 6660.7 37.669 .00000 .00000 7879.2 6660.7 -4.3206 49 7879.1 -4.1406 7350.4 7726.8
-47.382 6713.7 164.06 .00000 .00000 7675.9 6713.7 -50. 867 50 7672.4 7293.4 7504.1
-40.747 6747.1 250.93 .00000 .00000 7454.9 6747.1 -49.147 51 7446.5 7176.4 7120. 3
-14.145 6701.2 302. 61 .00000 .00000 7093.2 6701.2 -27.029 52 7080.3 6932.5 -26. 618 6741.8
-10.402 6610.9 330.25 .00000 .00000 6715.2 6610.9 53 .6699.0 6690.3 6512.4
-7.0747, 6486.2 347.20 .00000 .00000 6486.2 6314.2 -26. 145 54 6295.1
-i6428.1 POST1 NODAL STRESS LISTING
- LOAD STEP=- SUBSTEP= 1 TIME- 1;0000 LOAD CASE= 0 THE FOLLOWING XY,,Z VALUES ARE IN GLOBAL COORDINATES
- .'Sy, V. SXY Syz Sxz S1 S2 S3 SINT NODE SX SZ SEQV 6364.
-6.6741 6335.4 361.12 .00000 .00000 6335.4 5903.6 -28.739 55 5881.5 6159.6
-6.7690 6162.6 374.71 .00000 .00000 6162.6 5482.9 -32.34 5 6194. 0 56 5457;4 5884.6
-7.1359 5970.3 389.00 .00000 .00000 5970.3 5050.9 -37.053 6007.
57 5020.9 5604.5
-7.4882 5759.9 404.19 .00000 .00000 5759 .9 4605.3 -42. 905 5802. >
58 4569.9 5320.3
-7.8073 5532.3 420.23 .00000 . 00000 5532.3 4144.6 -50. 336 5582. CD 59 4102.1 Ul 5034.3
-8.0847 '5288.2 437.00 .00000 .00000 5288.2 3667.7 -60. 038 5348. 0 60 3615.8 4750.0
-8.2728 5028.0 454.31 .00000 .00000 5028.0 3174.6 -73. 120 5101._
61 3109.7 4472.3 . .
0 62 2583.2 -8.1880 4752.2 471.76 00000 .00000 4752.2 2666.5 -91.397 4843.6 4208.1 63 2036.7 -7.4987 4461.5 488.37 .00000 .00000 4461.5 2147.4 -118.18 4579.7 3966.2 64 1472.6 -5.3348 4157.5 502.23 .00000 .00000 4157.5 1627.1 -159.85 4317.4 3757.4 65 897.83 -1.4089 3842.8 509.82 .00000 .00000 3842.8 1128.0 -231.55 4074.4 3593.0 66 322.08 7.4243 3522.0 506.35 .00000 .00000 3522.0 694.98 -365.48 3887.5 3480.6 67 -222.64 15. 506 3204.0 482.22 .00000 .00000 3204.0 393.14 -600.27 3804.3 3417.6 68 -757.71 48.053 2892.2 436.21 .00000 .00000 2892.2 238.97 -948.62 3840.8 3406.0 69 -1084.6 24. 952 2621.6 375.89 .00000 .00000 2621.6 140. 30 -1200.0 3821.5 3358.4 70 -1605.8 -76.642 2280.2 291.31 .00000 .00000 2280.2 -23.027 -1659.4 3939.7 3428.1 71 -1835.6 989.81 2351.0 -12.137 .00000 .00000 2351.0 989.86 -1835.6 4186.7 3698.9 72 -752.75 -2697.6 1431.6 -1502.9 .00000 .00000 1431.6 64. 914 -3515.3 4946.9 4424.8
- POSTI NODA STRESS LISTING *****
V1 . r LOAD STEP= 1 SUBSTEP= 1 TIME= 1.0000 LOAD CASE= 0 THE FOLLOWING X,Y,Z VALUES -ARE IN GLOBAL COORDINATES NODE SX SY sz SXY SYZ Sxz Si S2 S3 SINT ¶ SEQV 73 139.64 -5529.0 843.05 -2158.2 .00000 .00000 867.81 843.05 -6257.1 7124. w 7112.6 0 74 247.33 -3061.7 1610.9 -1573.9 .00000 .00000 1610.9 876.37 -3690.8 5301. v 4975.2 75 3775.3 -33. 615 3775.3 .00000 .00000 .00000 3775.3 3775.3 -33. 615 3809. CD 3809.0 76 3779.4 37.832 .3750.4 211.86 .00000 .00000 3791.3 3750.4 25.875 3765. .0 3745.2 37:5 77 3757.3 30.422 3729.3 240.32 .00000 .00000 3772.8 3729.3 14.990 3736.2 315. .w
0 67.022 0
.00000 .00000 3760.5 3741.1 16. 967 3743.5 78 3759.3 18.167 3741.1 3733.9 62.829 3699. 9 3762.7 27.978 .00000 .00000 3762.7 3758;0 79 3757.8 63.041 3697.5 68. 891 3698.7 3767.6 -40. 119 .00000 .00000 3767.6 3763.1 80 3762.7 69.327 3696.5 102.75 3731.6
- 3799.8 -100.17 .00000 .00000 3834.3 3799.8 81 -3831.6 105.44 3714.4 306.39 3388.1 3694.5 -111.92 .00000 .00000 3694.5 3224.8 82 3220.5 310.69 3179.4 1238.3 2389.5 3627.8 -653.72 .00000 .00000 3627.8 2565.9 83 1786.9 2017.4 2073.6 3506.7 2353.3 -700.77 .00000 .00000 2353.3 1506.3 -1153.4 84 1306.7 -953.76 3169.2 -387.66 2619.0 2231.3 -166.35 .00000 .00000 2231.3 669.66 85 642.80 -360.80 2282.1 -248.16 1980.7
-86.488 1732.6 29.853 .00000 .00000 1732.6 -80.975 86 -242.64 1902.7 -213.83 1839.3
-97; 205 1625.4 192.55 .00000 .00000 1625.4 220.71 87 104.09 1665.1 -239.35 1768.1 1528.7 301.11 .00000 .00000 1528.7 450.08 88 273.18 -62.448 1543.5 -213.12 1691.9
-29. 634 1478.8 353.00 .00000 .00000 1478.8 649.47 89 465.99 1465;4 .+164.Zu.3p 1451.1 382.29 .00000 .00000 1451.1 826.12 -191.16 90 652;99 -18.037 1435.7
- POSTi NODAL STRESS LISTING C)
LOAD STEP=' 1 SUBSTEP= 1 CD TIME- 1.0000 LOAD CASE= -. 0, I CD
,. D THE FOLLOWING X,Y, VALUES ARE IN GLOBAL COORDINATES 9 SZ SXY SYZ Sxz. S1i S2 S3 SINI >
NODE SX SY SEWV
-13.730 1445.0 399.65 .00000 .00000 1445.0 995.95 -171.92 1616. _
91 837.76 1445.7
-1455.0 413.42 .00000 .00000 1455.0 1161.6 -158.21 1613. 0 92 1016.1 -12.658 1488.4 1478.8 426.81 .00000 .00000 1478.8 1327.0 -148.94 1627..
93 1191.1 -12.996 1557.4 Ur
94 1364.7 -13.649 1514.4 440.99 .00000 .00000 1514 .4 1493.7 -142.66 1657.1 1646.8 95 1538.9 -14.306 1560.4 456.20 .00000 .00000 1662.9 1560.4 -138.39 1801.3 1752.3 96 1715.1 -14.895 1615.7 472.39 .00000 .00000 1835.7 1615.7 -135.48 1971.2 1870.9 97 1894.7 -15. 417 1679.3 489.42 .00000 .00000 2012.8 1679.3 -133.52 2146.3 2000.5 98 2078.6 -15.785 1750.7 507.09 .00000 .00000 2194.9 1750.7 -132.10 2327.0 2139.8 99 2267.4 -15. 688 1829.4 524.93 .00000 .00000 2382.3 1829.4 -130.60 2512.9 2287.2 100 2461.3 -14 .412 1915.2 541.89 .00000 .00000 2574.7 1915.2 -127.82 2702.6 2440.6 101 2659.8 -10.763 2007.5 555.82 .00000 .00000 2770.8 2007.5 -121.83 2892.7 2596.6 102 2860.1 -2.7381 2105.9 562.89 .00000 .00000 2966.8 2105.9 -109.44 3076.3 2748.8 103 3061.7 11.046 2209.8 557.42 .00000 .00000 3160.3 2209.8 -87. 619 3247.9 2892.3 104 3244.0 33.367 2313.7 530.62 ..00000 .00000 3329.4 2313.7 -52.056 3381.5 3005.3 105 3429.7 76.225 2425.9 482.15 .00000 .00000 3497.7 2425.9 8.2797 3489.4 3095.9 106 3554.0 50. 198 2502.0 387.20 .00000 .00000 3596.3 2502.0 .1358,gbe
- 7. 9183 V 3185.5 107 3828.3 81. 173 2638.1 339.40 .00000 .00000 3858.8 2638.1 50. 679 3808.1 3368.0 108 2614.4 395.55 2420.7 353.44 .00000 .00000 2669.3 2420.7 340.61 2328. C 2214.9 C)
***POSTi NODAL STRESS LISTING ***** LD ill C
LOAD STEP- 1 SUBSTEP= 1 TIME- 1.0000 LOAD CASE= (Ji 0 THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES c NODE SX SY e SZ SXY SYZ Sxz S1 S2 S3 SINI ° SEQV 109 -1672.4 -578.14 816.30 -516.12 .00000 .00000 816.30 -373.12 -1877.4 2693.. 2338.2
-1528.1 .00000 .00000 -62.398 -907.76 -4114.1 4051.7 110 -2026.2 -2995.6 -62.398 3702.1. 12184.
-11789. -2014.2 -833.93 .00000 .00000 336.80 -2014.2 -11847.
ll 279.45 11195. 1126.9 1162.4 .00000 .00000 .00000 1162.4 1162.4 35. 451 112 1162.4 35.4 51 1126.9 1256.4, 1157.3 16. 880 .00000 .00000 1187.6 1157.3 -68.785 113 1187.4 -68.558 1241.5 1218.6 221.16 .00000 .00000 1311.3 1218.6 46. 358 1264.9 114 1271.3 86.287 1221.2 1243.4 346.84 .00000 .00000 .1426.3 1243.4 -71. 731 1498.0 115 1341.2 13. 413 1415.5 1317.4 244.80 .00000 .00000 1422.7 1317.4 39. 896 1382.8 116 1377.9 84. 686 1333.3
'1297.4 139.20 *.00000 .00000 1297.4 I1277.9 59.257 1238.1 117 .1261.8 .75.372 1228.5 1230.5 34. 133 .00000 .00000 1230.5 974.21 243.16 987.37 118 972.62 '244.76 887.42 1214.5 348.92 .00000 .00000 1398.9 1214.5 -174'- 96 1573.8 119 1317.3 -93.373 1490.'2 1619.8 934.06 .00000 .00000 3301'.2 -1619.8 -560.19 3861.4 120 -319.20 - 3060.2 3353'.4
-1706.8 798.83 .00000 .00000 -1528.2 -1'706.8 -5953.5 4425.3 121 -5804'.2 -1677.4 4338'.8
-4910.9 49. 480 .00000 .00000 -114.58 -4910.9 -13276. 3 1.31C&
122 -13275. -114.76 11537.
-5505.3 -159.89 .00000 .00000 -249.17 -5505.3 -11925. 11675.
123 -11922. -251.36 10128.
-6059.8 10.364 .00000 .00000 -111.70 -6059.8 -1144 1. 11330 C 124 -11441. -111.71 9815.7
-6325.7 98.333 .00000 .00000 -89.289 -6325.7 -10537. 10446 125 -10536. -90.215 9104.8
-6385.6 147.91 .00000 .00000 -44.142 -6385.6 -9512.0 9467;.
1?6 -9509.6 -46.453 .6 8355.5 (11 POSTi NODAL STRESS LISTING ***** ;rb 1 SUBSTEP- 1 c LOAD STEP-TIME= 1.0000 ,LOAD CASE= 0 4 THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES
0 NODE SX SY Sz SXY SYZ sxz Si S2 S3 SINT SEQV 127 -8446.2 -29. 674 -6313.7 180.30 .00000 .00000 -25.813 -6313.7 -8450.0 8424.2 7585.1 128 -7378.2 -23. 152 -6141.7 205.37 .00000 .00000 -17.422 -6141.7 -7383.9 7366.5 6830.6 129 -6308.8 -20.866 -5889.1 227.47 .00000 .00000 -12.648 -5889.1 -6317.1 6304.4 6101.7 130 -5233.9 -20.593 -5569.6 249.27 .00000 .00000 -8. 7012 -5245.8 -5569.6 5560.9 5406.3 131 -4144.3 -20.900 -5191.4 271.47 .00000 .00000 -3.1038 -4162.1 -5191.4 5188.3 4757.9 132 -3031.7 -21.343 -4760.4 294.21 .00000 .00000 7.1408 -3060.2 -4760.4 4767.5 4185.0 133 -1888.9 -21.798 -4280.5 317.40 .00000 .00000 30. 684 -1941.4 -4280.5 4311.2 3738.1 134 -710.21 -22.238 -3755.0 340.94 .00000 .00000 118.10 -850.54 -3755.0 3873.1 3491.0 135 508.70 -22.539 -3186.0 364. 68 .00000 .00000 694.24 -208.08 -3186.0 3880.2 3516.9 136 1770.6 -22.303 -2575.4 388.27 .00000 .00000 1851.1 -102.77 -2575.4 4426.5 3842.2 137 3075.9 -20.561 -1925.1 410.89 .00000 .00000 3129.5 -74.159 -1925.1 5054.5 4429.3 138 4419.6 -15. 978 -1238.0 430.87 .00000 .00000 4461.0 -57.4 45 -1238.0 15691f -r 5210.1 139 5789.0 -5.3480 -519.07 445.35 .00000 .00000 5823.1 -39.377 -519.07 6342.1 6116.4 m 140 7153.9 11.002 220.40 448.73 .00000 .00000 7182.0 220.40 -17.077 7199. c 7083.3 141 8480.2 44. 432 970.16 438.90 .00000 .00000 8503.0 970.16 21. 658 8481. ° 8049.1 142 9680.4 83. 268 1696.8 402.02 .00000 .00000 9697.2 1696.8 66. 457 9630. z 8927.9 143 10690. 79. 639 2359.4 340.42 .00000 .00000 10701. 2359.4 68. 728 1063u p 9692.3 144 11371. 170.85 2951.4 269.89 .00000 .00000 11377. 2951.4 164.35 1121' 10112. 0Vi
- POSTI NODAL STRESS LISTING *****
LOAD STEP= 1 SUBSTEP= 1 L17
0 TIME- 1.0000 LOAD CASE= 0 THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES SYZ: .SXZ Si - S2 S3 SINT NODE SX SY Sz -SXY:;
;SEQV 13451.
3922.7 721.27 .00000 ;00000 13537. 3922.7 85.712 145 13498. 124.50 12002. 18546. 5616.2 1376.9 .00000 .00000 18176. 5616.2 -370.24 146 18073. -267.44 16394. 8267.7 2875.7 1016.3 .00000 .00000 8390.7 2875.7 123.00 147 8263.9 249.89 7292.1 12774.
-2219.8 1383.2 .00000 .00000 2118.0 -2219.8 -10656.
148 1966.4 -10504. 11251. 573.22 522.08 .00000 .00000 .00000 522.08 522.08 -51. 139 149 522.08 -51.139 573.22 -23. 949 544.73
-23.880 520.79 6.0370 ;00000 .00000 520.79 509.48 150 509.42 539.17 488.65 496.14 -10.-177 .00000 .00000 496.14 474.27 7.4883 151 474.04 7;7103 478.09 430.27 469.61 -13;807 ; 00000 .00000 469.61 423.93 39.336 152 423.44 39.832 409.'35 346.09 440.20 13.652 .00000 .00000 440.20 353.70 94.117 153 352.98 -94;837 311.96 e 9en
.i249 157.18 386.60 45.050 .00000 .00000 386.60 260.59 137.55 154 240.97 215.69 303.95 156.95 255.19 115.69 .00000 .00000 255.19 222.01 -48. 762 155 16.300 288.80 168.65 60.504 235.00 .00000 .00000 258.,62 60.504 -445.17 703.7 156 -355.20 628.60 573.1
-560.63 -380.84 286.00 .00000 .00000 -292.24 -380.84 -865.40 157 -597.01 534.40 405.60 2571.9 300.49 .00000 .00000 5881.5 2571.9 389.11 5492.
158 5865.0 4789.8
-287.99 2575.3 176.06 .00000 .00000 5273.2 2575.3 -293.57 5566. ^
159 5267.6 4821.7 2559.3 52.969 .00000 .00000 4356.8 2559.3 -222.25 4579. c 160 4356.2 -221.63 3996.0 4044. 0
-164.09 '2591.7 25. 609 .00000 .00000 3880.1 2591.7 -164.26 161 3880.0 3578.6 2618.3 30.681 .00000 .00000 3534.9 2618.3 -85.756 3620.
162 3534.6 -85.496 3260.4
0
- POSTI NODAL STRESS LISTING *****
LOAD STEP= 1 SUBSTEP= 1 TIME- 1.0000 LOAD CASE= 0 THE FOLLOWING X,Y ,Z VALUES ARE IN GLOBAL COORDINATES NODE SX SY Sz SXY SYZ Sxz S1 S2 S3 SINT SEQV 163 3212.9 -44. 461 2591.2 37.186 .00000 .00000 3213.3 2591.2 -44. 885 3258.2 2996.0 164 2908.8 -25.338 2528.8 48. 297 .00000 .00000 2909.6 2528.8 -26. 133 2935.7 2765.0 165 2609.3 -18. 640 2438.2 61.665 .00000 .00000 2610.8 2438.2 -20.087 2630.8 2548.9 166 2307.2 -17.311 2324.9 75. 697 .00000 .00000 2324.9 2309.7 -19. 774 2344.6 2337.1 167 1998.4 -18.026 2192.2 89. 649 .00000 .00000 2192.2 2002.4 -22.004 2214.2 2125.7 168 1680.7 -19.254 2042.5 103.33 .00000 .00000 2042.5 1686.9 -25.511 2068.1 1915.2 169 1352.5 -20. 443 1877.4 116.68 .00000 .00000 1877.4 1362.3 -30.288 1907.7 1709.4 170 1012.8 -21. 494 1697.9 129.71 .00000 .00000 1697.9 1028.8 -37.513 - 173 4- r 1515.9 171 660.87 -22.419 1504.7 142.46 .00000 .00000 1504.7 689.38 -50. 931 1555.6 1347.7 X 172 296.04 -23.086 1298.5 154.97 .00000 .00000 1298.5 358.92 -85. 957 1384. > 1224.3 173 -82.248 -22. 979 1080.1 167.33 .00000 .00000 1080.1 117.32 -222.55 1302. v 1170.3 174 -474.61 -20. 927 850.07 179.66 .00000 .00000 850.07 41. 604 -537.14 1387. a 1206.8 175 -881.82 -14.870 609.35 192.21 .00000 .00000 609.35 25.834 -922.52 1531. 1339.1 176 -1304.8 -1.84 65 358.96 205.29 .00000 .00000 358.96 29.733 -1336.4 1695. < 1557.1 a 177 -1746.3 21. 420 .99.202 220.06 .00000 .00000 99. 202 48. 402 -1773.3 1872. O 1847.6 178 -2209.2 58.302 -169.85 237.47 .00000 .00000 82.906 -169.85 -2233.8 2316 2201.2
'7
. .0 102.81 -455.68 261.58 .00000 .00000 126.96 -455.68 -2730.0 2857.0 179 -2705.8 2614.8 153.00 -755.77 285.28 .00000 .00000 176.92 -755.77 -3249.5 3426.4 180 -3225.6
, 3068.3
- POSTI NODAL STRESS LISTING *****
LOAD STEP=' SUBSTEP- 1 TIME= 1.0000 LOAD CASE- 0 THE FOLLOWING X,Y,,Z VALUES ARE IN GLOBAL COORDINATES SY Sz SXY SYZ Sxz S1 S2 S3 SINT NODE SX SEQV 65.747 -1209.4' 393.54 .00000 .00000 103.67 -1209.4 -4017. 9 4121.6. 181 -3980.0 3646.9 182 -5646.5 10.735 -2035.8 726.90 .00000 .00000 102.64 -2035.8 -5738.4 5841.1-- 5118.'6 183 -6855.1 -2054.8. -3531.1 939.60 .00000 .00000 -1877.5 -3531.1 -7032.4 5155.0 4558.9' 184 77.926' -46.'378 77.926 .00000 .00000 .00000, 77. 926, 77,.926 -4 6.378 124.30 124.30
'85' 72.635' -27.'701 78.548 22.173 .00000 .00000 78.548 77.317 -32.383 110.93 110.32 186 56;282 -.27892 72.371 55.933 .00000 .00000 90. 678 72.371 -34. 675 117.28 187 26.025 33.835 61.220 87.558 .00000 .00000 117.57 61.220 -57.715 175.29 155.00 188 -17.529- - -91.726 .,48.017- 100.33 .00000 .00000 151.34 48.017 -77. 140 228.4 >
C) 198.17 189 -57.'816 150.45 30. 484 114.36 .00000 .00000 200.99 30. 484 -108.35 309.3 0 268.36 190 -34.424 155.98 18.602 140.97 .00000 .00000 230.88 18. 602 -109.32 340.2 C 297.63 ' 191 116.39 55.375 36.249 156.46 .00000 .00000 245.29 36. 249 -73.526 318.8 ^ 280.53 192 246.36 -128.58 35.875 143.49 .00000 .00000 294.98 35. 875 -177.19 472.1 (b 409.56 193 2347.3 4.5290 '657.14 943.65 .00000 .00000 2680.1 657.14 -328.29 3008. 0 2656.5 194 2356.2 1040.2 1155.4; 857.88 .00000 .00000 2779.4 1155.4 617.05 2162.. 1949.7
195 2164.4 179.72 948.64 307.60 .00000 .00000 2210.9 948.64 133.14 2077.8 1813.2 196 2119.2 -228.72 956.20 282.93 .00000 .00000 2152.9 956.20 -262.34 2415.2 2091.6 197 2126.1 -250.10 1121.4 252.42 .00000 .00000 2152.6 1121.4 -276.62 2429.2 2111.8 198 1906.1 -145.28 1191.3 223.90 .00000 .00000 1930.2 1191.3 -169.43 2099.7 1844.7
- POSTi NODAL STRESS LISTING *****
LOAD STEP; I SUBSTEP= 1 TIME= 1.0000 LOAD CASE- 0 THE FOLLOWING X,\f,Z VALUES ARE IN GLOBAL COORDINATES NODE SX SY sz SXY SYZ Sxz S1 S2 S3 SINT SEQV 199 1692.1 -76.903 1204.8 209.65 .00000 .00000 1716.7 1204.8 -101.41 1818.1 1623.8 200 1516.6 -40.056 1194.0 204.69 .00000 .00000 1543.0 1194.0 -66.521 1609.6 1466.5 201 1356.6 -23. 454 1163.1 208.97 .00000 .00000 1387.6 1163.1 -54.400 1442.0 1343.9 202 1200.9 -17. 106 1116.7 217.80 .00000 .00000 1238.6 1116.7 -54.880 -{2* 9-1237.1 203 1043.2 -15.711 1057.5 228.27 .00000 .00000 1090.3 1057.5 -62. 824 1153.2 1137.1 204 881.36 -16.206 987.53 239.23 .00000 .00000 987.53 941.14 -75. 989 1063. W
.a 1041.1 205 714.11 -17.204 908.34 250.30 .00000 .00000 908.34 791.58 -94.664 1003. 2 950.02 206 540.94 -18.190 820.86 261.35 .00000 .00000 820.86 644.08 -121.32 942.]1 867.41 207 361.52 -19.074 725.74 272.36 .00000 .00000 725.74 503.47 -161.03 886.* P 799.16 ;a 208 175.63 -19.866 623.45 283.34 .00000 .00000 623.45 377.61 -221.85 845. C 753.10 209 -16.915 -20.450 514.43 294.36 .00000 .00000 514.43 275.68 -313.05 827.' 0 737.67 8 210 -216.35 -20.357 399.12 305.53 .00000 .00000 399.12 202.50 -439.21 838. -
759.37
':7 p
.00000 .00000 278.03 155.33 -597.01 875.04 211 -423.16 -18.518 278.03 317.12 820.60 151.73 128.70 -779.97 931.69
-13.001 151.73 329.66 .00000 .00000 212 -638.27 920.40 119.27 20.532 -984.04 1103.3
-1.1378 - 20.532 344.02 .00000 .00000 213 -863.63 1057.4 126.97 -115.54 -1208.8 1335. 8 20.379 -115.54 361.97 .00000 .00000 214 -1102.2 1232.6 150. 60 -259.57 -1460.3 1610.9 51.858 -259.57 386.40 .00000 .00000 2i5 -1361.5 1450.0 190.82 -414.18 -1744.1 1934.9
- 94. 124 -414.18 421.60 .00000 .00000 216 -1647.4 1714.4
- POSTI1 NODAL SoTRESS LISTING *****
LOAD STEP= 1 SIJBSTEP- 1 TIME= 1.0000 LOAD' CASE= 0 . TilE FOLLOWING X,YZ VALUES ARE IN GLOBAL COORDINATES SYZ Sxz Si S2 S3 SINT NODE SX I SY ... . .. SZ -- . SXY SEQV -599.07 -2082.4 2303.5 123.06 -599.07 464.96 .00000 .00000 221.08 217 -1984.4 2022.3 -786.57 -2397.0 .2634so r 116.34 -786.57 551.10 .00000 .00000 237.18 218 -2276.1 2300.0 -881.60 -2155.1 2075.6
-280.95 -881..60 614.40 .00000 .00000 -79.534 219 -1953.7 :x:
1812.9 -1069.0 -1937.7 1248.. >
-1154.5 -1069.0 603.63 .00000 .00000 -689.27 ,C2 220 -1472.5 1108.5 -1919.9 -2440.2 -5884.5 3964.
-5552.7 -2440.2 1097.9 .00000 .00000 221 -2251.7 3731.7 -685.79 -2666.6 3415. to 360.89 -685.79 1084.1 .00000 .00000 749.10 222 -2278.4 2970.6 p
.00000 .00000 -38.198 -342.58 -342.58 304.' >
223 -342.58 -38.198 -342.58 .00000 304.39 -342.00 -344.19 307.' 2
-39.065 -342.00 28.501 .00000 .00000 -36.403 224 -341.53 306.70 -326.95 -352.53 345.( 5
-21. 662 -326.95 68.429 .00000 .00000 -7.5092 225 -338.37 332.97 -366.05 4'11.: 63
- 12. 113 -315.00 111.92 .00000 .00000 45.234 -315.00 226 -332.93 388.29 N
00 227 -338.28 68.598 -305.56 138.21 .00000 .00000 111.10 -305.56 -380.78 491.89 458.92 228 -336.04 144.03 -289.16 148.95 .00000 .00000 186.48 -289.16 -378.49 564.98 526.03 229 -281.21 182.86 -264.66 110.79 .00000 .00000 207.96 -264.66 -306.31 514.26 494.75 230 -206.19 117.74 -256.99 30. 946 .00000 .00000 120.67 -209.12 -256.99 377.66 356.14 231 -178.71 170.09 -217.98 -12.729 .00000 .00000 170.55 -179.17 -217.98 388.53 370.66 232 -323.66 -245.72 -2043.1 -783.10 .00000 .00000 499.38 -1068.8 -2043.1 2542.5 2221.8 233 -525.44 1324.2 -1462.8 -701.13 .00000 .00000 1559.9 -761.17 -1462.8 3022.7 2740.1 234 -40.137 -291.27 -326.69 108.36 .00000 .00000 .15656 -326.69 -331.56 331.72 329.31
- POSTI NODAL STRESS LISTING *****
LOAD STEP= I SUBSTEP= 1 TIME; 1.0000 LOAD CASE= 0 THE FOLLOWING X,Y,,Z VALUES ARE IN GLOBAL COORDINATES NODE SX SY Sz SXY SYZ Sxz S1 S2 S3 SEQV 235 -64.510 -268.22 -285.80 228.46 .00000 .00000 83.777 -285.80 -416.50 500.2R 449.42 236 -68.250 -215.94 -237.89 342.72 .00000 .00000 208.49 -237.89 -492.68 701.1 a 614.74 C) 237 -90.458 -100.28 -182.07 319.26 .00000 .00000 223.93 -182.07 -414.67 638.6 559.79 238 -124.36 -53.181 -169.65 286.03 .00000 .00000 199.47 -169.65 -377.01 576.4 505.75 239 -138.97 -31.470 -163.26 278.43 .00000 .00000 198.35 -163.26 -368.79 567.1 h 497.32 240 -151.40 -20.757 -162.21 286.22 .00000 .00000 207.50 -162.21 -379.66 587.1 ! 514.17 241 -165.42 -16.425 -165.59 300.41 .00000 .00000 218.59 -165.59 -400.44 619. ° 541.27 242 -180.86 -15.520 -171.82 316.78 .00000 .00000 229.19 -171.82 -425.58 654.:. 571.81 07 rN
.0 333.70 .00000 .00000 239.07 -179.81 -452.59 691.66 243 -197.56 -15. 959 -179.81.
603.43 -189.02 -480.46 728.78
-189.02 350.59 .00000 .00000 248.32 244 -215.42 -16.722 635.34 -199.17 -508.81 765.89
-199.17 367.28 .00000 .00000 257.08 245 -234.28 -17. 452 667.32 -537.52 802.97 383.77 .00000 .00000 265.45 -210.13 246 -253.97 -18.102 -210.13 699.33 -566.55 840.04
-221.81 400.10 .00000 .00000 273.50 -221.81 247 -274.36 -18. 696 731.38 -595.89 877.30 416.35 .00000 .00000 281.41 -234.09 248 -295.32 -19.165 -234.09 763.64 -625.61 915.24
-246.76 432.75 .00000 .00000 289.63 -246.76 249 -316.79 -19. 180 796.53 -259.52 -655.98 955.15
-17.960, -259.52 449.82 .00000 .00000 299.17 250 -338.84 831.16 -271.99 -687.78 999.60'
-14. 069 -271.99 468.57 .00000 .00000 311.82 251 -361.89 869.75 -283.77 -722.66 1053.0
-5.3603 -283.77 490.74 .00000 .00000 330.38 252 -386.92 916.16 POSTI -NODAL STRESS LISTING ****
LOAD STEP- 1 SUBSTEP= 1 TIME- 1.0000 LOAD CASED . -0. THE FOLLOWING X,Y,,Z VALUES ARE IN GLOBAL COORDINATES sY Syz. Sxz S1 S2 S3 SINT m NODE SX SY ,S . SEQV Al 518.88 .00000 .00000 358.33 -294.69 -763.26 1121. 253 -415.20 10.273 -294.69 it,, . I. 1 975;69 0 557.60 .00000 .00000 399.36 -305.50 -814.70 1214. 254 -447;60 32.251 -305.50 (0 1055.9 1339.
-320.02 612.26 .00000 .00000 453.33 -320.02 -886.12 Sn 255 -487.82 55.021 0 1164.6 -979.37 1497. LA 72.867 -340.02 684.58 .00000 .00000 518.25 -340.02 256 -533.99 ID 1301.6 1491. 0F
-318.82 696.37 .00000 .00000 553.84 -318.82 -937.12 257 -457.73 74.454 1297.5 8'23.!
-328.40 411.48 .00000 .00000 208.75 -328.40 -614.84 258 -219.06 -187.03 724.18
0 259 -82.436 -193.65 -267.75 158.58 .00000 .00000 30.006 -267.75 -306.09 336.10 318.66 260 285.17 -5085.3 -2797.7 -1151.6 .00000 .00000 522.65 -2797.7 -5321.7 5844.4 5077.0 261 261.75 -62. 188 -1259.9 -1136.9 .00000 .00000 1248.2 -1048.6 -1259.9 2508.1 2409.4 262 -781.68 -25.196 -781.68 .00000 .00000 .00000 -25. 196 -781.68 -781. 68 756.48 756.48 263 -775.78 -48.543 -782.82 19. 415 .00000 .00000 -48.025 -776.30 -782.82 734.79 731.56 264 -752.77 -42. 935 -746.41 54.826 .00000 .00000 -38.725 -746.41 -756.98 718.25 713.03 265 -703.63 -12.811 -708.59 94.014 .00000 .00000 -.244 93 -708.59 -716.19 715.95 712.18 266 -653.34 36.776 -667.76 117.87 .00000 .00000 56.353 -667.76 -672.92 729.27 726.70 267 -626.86 136.03 -616.54 130.95 .00000 .00000 157.88 -616.54 -648.71 806. 59 791.00 268 -701.22 253.06 -608.32 105.30 .00000 .00000 264.54 -608.32 -712.70 977.24 929.46 269 -886.78 341.25 -671.70 54. 660 .00000 .00000 343. 67 -671.70 -889.21 1232.9 1139.8 270 -1022.3 97. 962 -853.96 25.714 .00000 .00000 98.552 -853.96 -1022.9 1121.4 1047.2 T- -f.utrs r
***POST1 NODAL STRESS LISTING *****
LOAD STEPS I SUBSTEP= 1 TIME= 1.0000 LOAD CASE= 0 cl m THE FOLLOWING X,Y, Z VALUES ARE IN GLOBAL COORDINATES C) NODE SX SY Sz SXY SYZ Sxz Si co S2 S3 SINI -D SEQV 271 -1068.8 3155.6 -3693.8 113.88 .00000 .00000 3158.6 -1071.9 -3693.8 6852.. 5988.7 272 -1388.9 -1730.7 -4878.3 52.904 .00000 .00000 -1380.9 -1738.7 -4878.3 3497. M 3333.0 Ur 273 -2086.5 -599.78 -1508.7 212.12 .00000 .00000 -570.11 -1508.7 -2116.2 1546. 0 1349.1 274 -2091.4 -482.29 -1545.2 279.92 .00000 .00000 -434.99 -1545.2 -2138.7 1703.. 1497.9 7
.00000 .00000 -66. 604 -1541.5 -2257.1 2190.5 275 -2208.5 -115.28 -1541.5 322.90 1934.7 -10. 139 -1557.5 -2135.7 2125.5
-45. 370 -1557.5 271.37 .00000 .00000 276 -2100.4 1903.5 -.72019 -1536.4 -1951.6 1950.9
-30.149 -1536.4 237.79 .00000 .00000 277 -1922.1 1780.0 -1511.5 -1806.4 1813.0
-1511.5 232.21 .00000 .00000 6.6891 278 -1776.1 -23.558 1685.1 -1480.2 -1681.2 1697.0
-18.285 -1480.2 238.05 .00000 .00000 15. 793 279 -1647.1 1606.0 -1441.9 -1562.8 1586.4
-16.181 -1441.9 247.92 .00000 .00000 23. 561 280 -1523.1 1529.5 -1445.5 1476.7
-1395.9 259.31 .00000 .00000 31.220 -1395.9 281 -1398.5 -15. 812 1452.6 -1327.4 -1342.5 1382.4
-16.129 -1342.5 271.09 .00000 .00000 39. 915 282 -1271.4 1374.9 -1282.1 1332.6
-16.574 -1282.1 282.81 .00000 .00000 50.571 -1207.8 283 -1140.6 1297.1 1279.2
-1215.1 ,294. 36 .00000 .00000 64.033 -1086.6 -1215.1 284 -1005.6 -16.980 1220.0 -1142.1 1223.5
-17.336 -1142.1 305.76 .900000 .00000 81. 368 -964.48 285 -865.78 1145.0 -1063.4 1167.5
-1063.4 317.02 .00000 .00000 104.13 -842.79 286 -720.99 -17. 671 1074.4 -979.24
-17. 966 -979.24 328.22 .00000 .00000 134.71 -723.60 287 -570.92 1010.7 1066.4
-889.74 339.54 .00000 .00000 176.69 -610.02 -889.74 288 -415.27 -18.064 957.72 C)
*POST1 NODAL S'TRESS LISTING *****
LOAD STEP= 1 SiJBSTEP= 1 TIME- 1.0000 LOAD CASE= 0 en THE FOLLOWING X,YZ VALUES ARE IN GLOBAL COORDINATES
.Sz SXY SYZ Sxz S1 S2 S3 SINT NODE SX SY CV SEQV -794.77 1029. 0
-17.554 -794.77 351.43 .00000 .00000 235.17 -506.24 289 -253.52 920.25
-693.91 364.86 .00000 .00000 316.20 -4 16. 80 -693.91 1010.
290 -84.939 -15.666 903.99
0 0 291 91.615 -11.058 -586.31 381.49 .00000 .00000 425.21 -344.65 -586.31 1011.5 914.95 292 277.49 -2. 6002 -471.10 403.55 .00000 .00000 564.61 -289.71 -471.10 1035.7 957.98 293 477.86 9.6824 -346.32 433.15 .00000 .00000 736.13 -248.59 -346.32 1082.5 1037.0 294 701.03 11. 857 -213.86 475.34 .00000 .00000 943.55 -213.86 -230.66 1174.2 1165.9 295 959.30 9.0825 -66.052 528.24 .00000 .00000 1194.7 -66.052 -226.28 1420.9 1348.0 296 1088.9 20.736 40.821 528.80 .00000 .00000 1306.4 40.821 -196.76 1503.2 1399.6 297 745.74 333.70 70. 419 351.68 .00000 .00000 947.30 132.13 70. 419 876.88 847.71 298 375.47 152.68 -125.95 188.18 .00000 .00000 482.75 45.394 -125.95 608.70 543.67 299 1074.0 1507.2 -2246.3 66.206 .00000 .00000 1517.1 1064.1 -2246.3 3763.4 3558.6 300 1032.2 -6581.7 -4611.2 65. 610 .00000 .00000 1032.8 -4611.2 -6582.2 7615.0 6845.8 301 -1265.7 -15. 613 -1265.7 .00000 .00000 .00000 -15. 613 -1265.7 -1265.7 1250.0 1250.0 302 -1259.2 -48.511 -1268.3 4.5714 .00000 .00000 -48.493 -1259.2 -1268.3 1219.8 1215.3 303 -1233.7 -50.269 -1226.0 -80. 231 .00000 .00000 -44.854 -1226.0 -1239.1 .*194.-3 V 1187.8 304 -1169.2 -22. 382 -1181.2 -127.45 .00000 .00000 -8.3897 -1181.2 -1183.2 1174. R 1173.8 x 305 -1057.4 21.567 -1113.4 -51.289 .00000 .00000 24.000 -1059.8 -1113.4 1137. w 1111.6 306 -863.72 119.00 -975.77 10. 561 .00000 .00000 119.11 -863.84 -975.77 1094. 1043.4
** POSTi NODAL STRESS LISTING *****
;B LOAD STEP- 1 SUBSTEP= 1 TIME- 1.0000 LOAD CASES 0 . .0 co THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES NODE SX SY SZ SXY SYZ Sxz Si S2 S3 SINS SEQV
0 307 -581.24 291.15 -761.90 58.570 .00000 .00000 295.06 -585.16 -761.90 1057.0 980.61 308 -254.31 391.67 -562.09 84.765 . 00000 .00000 402.61 -265.25 -562.09 964.69 855.80 309 -60.989 181.08 -518.31 81.732 .00000 .00000 206.09 -86.001 -518.31 724.41
-631.26 310 -6308.7 -616.00 -3327.7 51. 315 .00000 .00000 -615.54 -3327.7 -6309.1 5693.6 4932.6 311 -5880.3 -597.80 -3599.6 75.256 . 00000 .00000 -596.72 -3599.6 -5881.4 5284.6 4590.8 312 -5037.-3 -94.182 -3348.9 63. 156 .00000 .00000 -93.375 -3348.9 -5038.1 4944.7 4353.3 313 -4488.0 -17.864 -3289.0 6.2806 .00000 .00000 -17.855 -3289.0 -4488.0 4470.1
.00000 4007.5 314 -4138.8 -22.726 -3276.1 -1. 6523 .00000 .00000 -22.725 -3276.1 -4138.8 4116.0 3759.7 315 -3836.8 -20.666 -3236.2 10.866 .00000 .00000 -20. 635 -3236.2 -3836.9 3816.2' 3554.2 316 -3545.1 -17.395 -3169.1 28.763 .00000 .00000 -17. 161 -3169.1 -3545.3 3528. 2 3355. 9 317 -3251.9 .753 -3078.0 47.616 .00000 .00000 -15.052 -3078.0 -3252.6 3237.6 3153. 9 318 -2952.7 -15.296 -2965.7 66.566 .00000 .00000 -13.788 -2954.2 -2965.7 2951.9 2946.2 319 -2644.3 -15.269 -2834.1 85.001 .00000 .00000 -12.524 -2647.1 -2834.1 2732.9 320 -2325.4 -15.347 -2684.9 102.70 .00000 .00000 -10.790 -2330.0 -2684.9 2674. 1 2515.5 321 -1995.2 .428 -2519.6 119. 67 .00000 .00000 -8.2207 -2002.4 -2519.6 2511. '
2296.9 m 322 -1653;2 -15.510 -2339.6 135.97 .00000 .00000 -4.2972 -1664.4 -2339.6 2335. 6 2081.5 323 -1299.0 -15.611 -2145.9 151.68 .00000 .00000 2.0714 -1316.7 -2145.9 2148.. 1876.2 324 -932.67 -15.726 -1939.3 166.88 .00000 .00000 13.701 -962.09 -1939.3 1953. 0 1691.3
. I.
0i
***POSTi NODAL STRESS LISTING *****
LOAD STEP=- 1 SUBSTEP= 1 TIME= 1.0000 LOAD CASE- 0
0 THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES NODE Sx SY, Sz SXY SYZ Sxz Si S2 S3 SINT SEQV 325 -553.75 -15.773 -1720.4 181.72 .00000 .00000 39. 858 -609.38 -1720.4 1760.2 1541.8 326 -161.68 -15.540 -1489.4 196.57 .00000 .00000 121.10 -298.32 -1489.4 1610.5 1447.1 327 245.37 -14. 561 -1245.8 212.21 .00000 .00000 364.25 -133.45 -1245.8 1610.1 1427.8 328 671.34 -12. 107 -988.24 229.98 .00000 .00000 741.52 -82.287 -988.24 1729.8 1498.6 329 1123.7 -6.8163 -713.17 251.70 .00000 .00000 1177.2 -60.321 -713.17 1890.4 1663.0 330 1609.1 -.31807 -418.44 277.45 .00000 .00000 1655.6 -46.804 -418.44 2074.0 1915.5 331 2139.9 -1.3047 -102.35 310.74 .00000 .00000 2184.0 -45. 490 -102.35 2286.4 2258.5 332 2716.3 -35. 626 226.74 348.50 .00000 .00000 2759.8 226.74 -79. 074 2838.8 2699.0 333 3442.0 52. 935 672.14 402.30 .00000 .00000 3489.1 672.14 5.8325 3483.2 3202.5 334 4477.6 495.13 1391.2 444.27 .00000 .00000 4526.6 1391.2 446.18 4080.4 3699.6 335 5090.8 408.82 1748.9 414.73 .00000 .00000 5127.2 1748.9 372.36 4754L9. r 4237.7 336 -6105.8 -82.298 -6105.8 .00000 .00000 .00000 -82.298 -6105.8 -6105.8 6023.5 6023.5 337 -6032.2 69.811 -6057.8 -2.9471 .00000 .00000 69.812 -6032.2 -6057.8 6127. c 6114.8 338 -5958.4 -278.79 -5972.9 569.09 .00000 .00000 -222.33 -5972.9 -6014.8 5792. T 5771.6 339 -5890.1 37. 131 -5826.9 944.58 .00000 .00000 184.02 -5826.9 -6037.0 6221. 6118.7 340 -5952.9 2. 9036 -5892.4 724.53 .00000 .00000 89.776 -5892.4 -6039.8 6129. X 6057.2 341 -6513.7 60.763 -6084.5 694.21 .00000 .00000 133.27 -6084.5 -6586.2 6719. < 6483.2 342 -7943.4 227.43 -6644.0 813.48 .00000 .00000 307.63 -6644.0 -8023.6 8331. 0 7734.2
- POSTi NODAL STRESS LISTING *****
"7
0 LOAD STEP- l SUBSTEP- 1 TIME-- 1.0000 LOAD CASE= '0 THE FOLLOWING X,Y,,Z VALUES ARE IN GLOBAL COORDINATES NODE SX' SY i . Sz ! SXY SYZ . sxz I. Sl S2 53 SINT SEQV 343 -10225. -127.80 -7658.7 1010.8 .00000 .00000 -27.608 -7658.7 -10325. 10297. 9256.8 344 -6925.3 2573.9 -6317.2 192.02 .00000 .00000 2577.7 -6317.2 -6929.2 9506.9 9216.2 345 -1336.0 -2141.6 -6014.9 395.97 .00000 .00000 -1174.0 -2303.6 -6014.9 4840.9 4386.5 346 2052.9 315.16 -2883.0 784.32 .00000 .00000 2354.6 13.531 -2883.0 5237.6 4544.3 347 -2059.8 -97.326 -3974.8 154.34 .00000 .00000 -85.262 -2071.9 -3974.8 3889.5 3368.7 348 -2052.7 38.210 -3717.1 114.43 .00000 .00000 44.453 -2058.9 -3717.1 3761.5 3265.2 349 -2073.1 -4.7098 -3551.0 136.71 .00000 .00000 .4.2863 -2082.1 -3551.0 3555.3 3094.4 350 -2339.4 .74269 -3491.3 135.67 .00000 .00000 8. 5816 -2347.2 -3491.3 3499.9 3091.0 351 -2644.0 -1.4478 -3487.8 128.30 .00000 .00000 4.7673 -2650.2 -3487.8 3158.2 352 -2945.7 -1.5199 -3515.3 122.59 .00000 .00000 3.5758 -2950.8 -3515.3 3518;9 I 3273;3 353 -3251;8 -2.0864 -3570.2 117.98 .00000 .00000 2.1914 -3256.1 -3570.2 3572. a C 3426.2 354 -3565.1 -2:4349 -3648.7 114.00 .00000 .00000 1.2093 -3568.7 -3648.7 3649. 3610.6 355 -3885.7 -2.7214 -3747.1 110.51 .00000 .00000 .42141 -3747.1 -3888.8 3889. 3820.4 356 --4213.7 -2.9343 -3863.0 107.49 .00000 .00000 -. 19235 -3863.0 -4216.5 4216. 4051.1 357 -4549.9. -3.1028 -3994.2 104.87 .00000 .00000 -.68512 -3994.2 -4552.3 4551. 4299.8 358 -4894.6 -3.2470 -4139.4 102.61 .00000 .00000 -1. 0955 -4139.4 -4896.8 4895 °
. 4564.4 359 -5248.0 -3.3763 -4297.2 100.60 .00000 .00000 -1. 4472 -4297.2 -5250.0 5248._
4842.9
0 360 -5609.6 -3.5287 -4466.3 .98.766 .00000 .00000 -1.7892 -4466.3 -5611.3 5609.6 5133.7
- POSTI NODAL STRESS LISTING *****
LOAD STEP= 1 SUBSTEP= 1 TIME= 1.0000 LOAD CASE= 0 THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES NODE SX SY Sz SXY SYZ Sxz Si S2 S3 SINT SEQV 361 -5978.3 -3.6097 -4645.6 97.030 .00000 .00000 -2.0343 -4645.6 -5979.9 5977.9 5435.0 362 -6353.1 -3.9071 -4833.9 95.413 .00000 .00000 -2.4736 -4833.9 -6354.6 6352.1 5744.8 363 -6736.5 -3.2006 -5031.0 94.4 39 .00000 .00000 -1.8763 -5031.0 -6737.9 6736.0 6065.4 364 -7141.6 -4.4891 -5241.3 95.346 .00000 .00000 -3.2156 -5241.3 -7142.9 7139.7 6404.3 365 -7598.7 4.0407 -5470.7 99. 806 .00000 .00000 5.3507 -5470.7 -7600.0 7605.3 6795.7 366 -8045.5 -21.230 -5715.0 90.513 .00000 .00000 -20.210 -5715.0 -8046.5 8026.3 7151.5 367 -8270.9 19.944 -5877.3 59. 753 .00000 .00000 20. 374 -5877.3 -8271.4 -08 2 4-, 7 7391.4 368 -8871.3 -138.94 -6204.1 150.41 .00000 .00000 -136.35 -6204.1 -8873.9 8737.5 7755.3 369 -13499. 864.84 -7424.2 737.60 .00000 .00000 902.62 -7424.2 -13537. 14435 S 12554. a 370 -6321.1 -358.40 -5987.9 757.07 .00000 .00000 -263.78 -5987.9 -6415.7 6152. T 5949.6 371 -680.41 -2545.0 -4893.8 534.83 .00000 .00000 -537.90 -2687.5 -4893.8 4355. t 3772.4 372 -8884.5 -82.298 -8884.5 .00000 .00000 .00000 -82.298 -8884.5 -8884.5 8802 t 8802.2
;u 373 -8921.6 85.245 -8873.2 -33.053 .00000 .00000 85.367 -8873.2 -8921.7 9007 2 8982.9 374 -9031.6 -283.50 -8951.8 -583.34 .00000 .00000 -244.78 -8951.8 -9070.4 8825 0 8766.9 375 -8998.0 33.771 -8862.7 -947.30 .00000 .00000 132.06 -8862.7 -9096.3 9228..
9113.8 V to
-682.71 .00000 .00000 45. 352 -8902.8 -8955.7 9001.1 376 -8903.7 -6.7315 -8902.8 8974.8 -8354.8 -8714.9 8755.6 19.066 -8714.9 -425'. 65 .00000 .00000 40. 702 377 -8333.2 8581.2 -6890.5 -8080.1 8287.7 378 -6888.1 205.12 -8080.1 -130.64 .00000 .00000 207.52 7761.5 POSTi NODAL STRESS LISTING *****
LOAD STEP= 1 SUBSTEP= I TIME= 1.0000 LOAD.CASE= 0 THE FOLLOWING X,Y, Z VALUES ARE IN GLOBAL COORDINATES
-Sz SXY SYZ SXZ ! S1 S2 S3 SINT NODE SX SY SEQV 7103.0
-178.62 -7274.4 178.99 .00000 .00000 -171.40 -4618.1 -7274.4 379 -4610.9 6216.2 8871.3 3279.6 -5577.8 303.26 .00000 .00000 3293.5 -3344.8 -5577.8 380 -3330.9 7992.3 5468.6
-3005.0 -8412.0 540.36 .00000 .00000 -2943.5 -7752.1 -8412.0 381 -7690.6 5170.3
-9769.3 418.04 ;00000 .00000 64.549 -9769;3 -12709. 12773.
382 -12695.' -50.853 11587.
-8661.8 -160.86 .00000 .00000 -103.61 -8661.8 -8778.3 a 67'7 tr 383 -8775.3 -106.59 8617.1 38.051 -8682.7' -168.53 .00000 .00000 41.215 -8682.7 -8938.6 8979.8 384 -8935.4.
8854.6
-13. 074 -8764.1 -119.88 .00000 .00000 -11.481 -8764.1 -9030.2 9018. >03 385 -9028.6 8888.7
-7.5157 -8731.1 -99. 417 .00000 .00000 -6.3983 -8731.1 -8853.1 8846.
386 -8852.0 8786.3.
-8.0260 -8664.6 -88.594 .00000 .00000 -7.1146 -8619.4 -8664.6 8657. to 387 -8618.5 8635.0
-6.9873 -8579.7 -78.808 .00000 .00000 -6.2451 -8374.9 -8579.7 8573. V 388. -8374.2 8472.9 389 -8115.0 -6.7712 -8478.1. -10.029- *.00000 .00000 -6.1665 -8115.6 -8478.1 8471. 7D 8296.6 390 -7840.7 -6.5115 -8360.9 -62. 328' .00000 .00000 -6.0157 -7841.2 -8360.9 8354. 0 8107.5
-7552.7 -6.3133 -8230'.0 -55.527 .00000 .00000 -5.9048 -7553.1 -8230.0 8224._
391 7907.4 0t wA
392 -7252.3 -6. 1422 -8086.6 -49. 418 .00000 .00000 -5.8052 -7252.6 -8086.6 8080.8 7697.8 393 -6939.7 -6.0057 -7931.9 -43. 863 .00000 .00000 -5.7282 -6940.0 -7931.9 7926.1 7479.7 394 -6615.3 -5.9034 -7766.5 -38.781 .00000 .00000 -5. 6758 -6615.5 -7766.5 7760.8 7254.1 395 -6279.5 -5.8261 -7591.2 -34.141 .00000 .00000 -5.6403 -6279.7 -7591.2 7585.6 7022.3 396 -5933.3 -5.7961 -7406.8 -29.937 .00000 .00000 -5.6449 -5933.4 -7406.8 7401.1 6785.5
- POST1 NODAL STRESS LISTING *****
LOAD STEP= 1 SUBSTEP= 1 TIMES 1.0000 LOAD CASE= 0 THE FOLLOWING X,Y,,Z VALUES ARE IN GLOBAL COORDINATES NODE SX SY Sz SXY SYZ Sxz S1 S2 S3 SINT SEQV 397 -5578.0 -5.7099 -7214.1 -26.157 .00000 .00000 -5.5871 -5578.2 -7214.1 7208.5 6545.7 398 -5215.1 -5.8576 -7014.0 -22.715 .00000 .00000 -5.7586 -5215.2 -7014.0 7008.2 6304.4 399 -4842.3 -5.0790 -6805.9 -19.034 .00000 .00000 -5.0041 -4842.4 -6805.9 -680W 9r 6062.5 400 -4446.6 -6.4988 -6587.1 -13.820 .00000 .00000 -6. 4558 -4446.6 -6587.1 6580.A 5813.8 3:X 401 -3997.9 1.5543 -6344.4 -5.3907 .00000 .00000 1.5616 -3997.9 -6344.4 6346. Y 5557.6 402 -3558.8 -22. 670 -6107.4 -10.982 .00000 .00000 -22.636 -3558.8 -6107.4 6084. ! 5292.6 403 -3339.9 21.585 -5912.9 -38. 420 .00000 .00000 22.024 -3340.4 -5912.9 5934. w 5154.9 404 -2747.6 -146.60 -5675.7 56. 280 .00000 .00000 -145.38 -2748.8 -5675.7 5530. P 4792.1 405 1883.0 802.08 -3874.2 CD 645.54 .00000 .00000 2184.5 500.63 -3874.2 6058 _ 5416.7 406 3199.3 -421.91 -3494.5 439.17 .00000 .00000 3251.8 0:)
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\7 I'll
2527.6 -3028.6 483.08 .00000 .00000 2680.3 999.58 -3028.6 5708.9 408 1152.3 5081.5
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.4516.1
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~**** POST1 NODAL STRESS LISTING ***** LOAD STEPS I SUBSTEP- 1
" -LOAD CASE=, 0:;; .... . ...
PTIME- ':'.1;0000 THE FOLLOWING X,Y, Z VALUES ARE-IN GLOBAL COORDINATES SX SY Sz SXY Syz sxz Si S2 S3 SINT NODE
-- 'SEQV'-
415 285.57 51.828 1068.0 4.3509 .00000 .00000 1068.0 285.65 51. 748 i03' 921.86 374.41 -226.20 893.84 -56.512 .00000 .00000 893.84 379.68 -231.47 11257t 416 975.75 291.99 283.91 951.68 -114.72 .00000 .00000 951.68 402.74 173.16 778.5 t 417 692.87 604.60 -15828. -109.81 564.02 .00000 .00000 623.94 -109.81 -15847. 16471 425 16117.' 426 229.22 -5182.8 2960.1 422.04 .00000 .00000 2960.1 261.94 -5215;5 8175. o a 7215.4 427 -130.80 4059.5 5576.1 282.34 .00000 .00000 5576.1 4078.5 -149.73 5725. b 5143.3 428 -137.17 -11698. 1352.3 296.06 .00000, .00000 1352.3 -129.59 -11705. 1305E M< 12383. 429 -.65570 -5649.4 - 3183.7. 328.91 .00000 .00000' 3183.7 18.431 -5668.4 8852. 0 7769.1 430 153.38. 824.17 5130.4 361.16 .00000 .00000* 5130.4' 981.65 -4.0953 5134..._ 4719.5 kAJ
431 -64.793 -8794.8 2049.7 259.02 00000 .00000 2049.7 -57.114 -8802.4 10852. 9967.2 432 -49.416 -5483.8 3018.3 234.66 .00000 .00000 3018.3 -39.303 -5493.9 8512.2 7468.6 433 -26.545 -2460.9 3893.3 210.65 .00000 .00000 3893.3 -8.4511 -2479.0 6372.3 5564.8 434 -18.644 -6565.7 2227.5 143.49 .00000 .00000 2227.5 -15.501 -6568.8 8796.3 7916.8 435 30.319 -5616.2 2502.2 151.41 .00000 .00000 2502.2 34.376 -5620.2 8122.4 7212.5 436 82.210 -4486.6 2829.6 159.17 .00000 .00000 2829.6 87.748 -4492.1 7321.7 6407.1 437 -13.406 -5570.7 1936.4 34.979 .00000 .00000 1936.4 -13. 186 -5570.9 7507.3 6747.2 438 84.683 -5470.0 1974.2 51.808 .00000 .00000 1974.2 85. 166 -5470.5 7444.7 6702.9 439 101.66 -5526.3 1942.3 19.707 .00000 .00000 1942.3 101.72 -5526.3 7468.7 6739.6
- POSTI NODAL STRESS LISTING *****
LOAD STEP= I SUBSTEP= 1 TIME= 1.0000 LOAD CASE- 0 THE FOLLOWING X,Y,,Z VALUES ARE IN GLOB kALCOORDINATES 1 o NODE SX SY Sz SXY SYZ Sxz S1 S2 S3 SINT SEQV z 440 -126.26 -5267.4 1404.!D 42.019 .00000 .00000 1404.9 -125.92 -5267.7 6672. c 6054.1 C} 441 -126.86 -6166.5 1105.:L 62.183 .00000 .00000 1105.1 -126.22 -6167.2 7272. d 6741.5 442 1.7551 -4405.2 1179. 4.7165 .00000 .00000 1179.2 1.7601 -4405.2 5584. 5098.7 443 16.061 -6852.1 432.3:3 4.5838 .00000 .00000 432.33 16.064 -6852.1 7284. 2 7085.5 444 -4.8479 -4452.5 774.4- -13.432 .00000 .00000 774.47 -4.8073 -4452.5 5227. < 4884.2 UV 445 2.7854 -6847.4 -49.414 -13.253 .00000 .00000 49. 414 2.8111 -6847.4 6896. 0 6873.6 446 -.12381 -4648.7 451.1: -21.560 .00000 5
.00000 451.13 -.23820E-01 -4648.8 5099._
4889.9 tCj w:
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- POST NODAL S TRESS LISTING ****
*11-.A' r LOAD STEP= 1 SUBSTEP- 1 TIME- 1.0000 LOAD CASE= 0 x
THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES ' C) C,a m NODE SX- SY. Sz SXY SYZ Sxz S1 S2 S3 SIN1 6 458 SEQV
.79333 -5791.8 -94.839 -4.9543 .00000 .00000 .79757 -94.839 -5791.8 5792. t a;
5745.4 I 6 459 -.80536 -5811.8 -99.232 -4.8696 .00000 .00000 -.80127 -99.232 -5811.8 5811. v 5762.4 460 .54488 -5854.6 -78.922 -2.4450 .00000 .00000 .54590 -78.922 -5854.6 5855. < 5815.8 461 -.61767 -5791.6 -58.898 -2.4016 .00000 .00000 -.61667 -58.898 -5791.6 5791. 0 5762.1. 462 .33596. -5894.4 -59.639 -.74176 .00000 .00000 .33605 -59. 639 -5894.4 5894.. 5865.0
463 -.43193 -5794.4 -28.900 -.72689 .00000 .00000 -.43183 -28.900 -5794.4 5793.9 5779.7 464 .17639 -5919. 1 -41.087 .29159 .00000 .00000 .17641 -41. 087 -5919.1 5919.3 5898.8 465 -.27235 -5812.1 -8.5824 .28886 .00000 .00000 -. 27233 -8.5824 -5812.1 5811.8 5807.7 466 .65302E-01 -5935.1 -25. 418 .81935 .00000 .00000 .65415E-01 -25 :418 -5935.1 5935.2 5922.5 467 -.14839 -5838.6 3.7086 .80734 .00000 .00000 3.7086 -.14828 -5838.6 5842.3 5840.3 468 -.43636E-02 -5947.0 -13.425 .99925 .00000 .00000 -. 41957E-02 -13.425 -5947.0 5947.0 5940.3 469 -.60567E-01 -5869.1 9.9540 .98375 .00000 .00000 9.9540 -. 60402E-01 -5869.1 5879.1 5874.1 470 -.41988E-01 -5957.8 -5.0521 .96429 .00000 .00000 -.41832E-01 -5.0521 -5957.8 5957.8 5955.3 471 -.42971E-02 -5900.6 12.048 .94895 .00000 .00000 12.048 -.41445E-02 -5900.6 5912.7 5906.7 472 -.57010E-01 -5969.5 .21577 .81617 .00000 .00000 .21577 -.56898E-01 -5969.5 5969.8 5969.6 473 .27139E-01 -5931.3 11.586 .80297 .00000 .00000 11.586 .27248E-01 -5931.3 5942.9 5937.1 474 -.57625E-01 -5983.0 3.0762 .62579 .00000 .00000 3.0762 -.57560E-01 -5983.0 5986.1 5984.5 475 .40752E-01-5960.3 9.7828 .61553 .00000 .00000 9.7828 .40815E-01 -5960.3 5965.2 9759.
- POST1 NODAL S1rRESS LISTING *****
03 LOAD STEP- 1 StJBSTEP= 1 w TIME= 1.0000 LOAD CASE= 0 m
.6 THE FOLLOWING XY,Z VALUES ARE IN GLOBI IL COORDINATES aD (0
NODE SX SY Sz 6 SXY SYZ sxz Si S2 S3 SIN' z SEQV .cn 476 -.50257E-01 -5998.4 4.233' .43769 .00000 .00000 4.2337 -.50225E-01 -5998.4 6002 C 6000.5 I 477 .42768E-01 -5987.3 .7.485E .43042 .00000 . 00000 7. 4858 .42799E-01 -5987.3 5994 O 5991.0 478 -. 39495E-01 -6015.7 4.3024 .27600 .00000 .00000 4.3024 -.39482E-01 -6015.7 6020 6017.9 zlA W~
479 .38155E-01 -6012.4 5.2250 .27133 .00000 .00000 5.2250 .38168E-01 -6012.4 6017.6 6015.0 480 -.28311E-01 -6034.6 3.7647 .15041 .00000 .00000 3.7647 -.28307E-01 -6034.6 6038.3 6036.4 481 .30523E-01 -6036.0 - 3.2862 .14779 .00000 .00000 3.2862 .30527E-01 -6036.0 6039.3 6037.6 482 -.18391E-01 -6054.6 2.9664 .61411E-01 .00000 .00000 2. 9664 -.18391E-01 -6054.6 6057.6 6056.1 , 483 .22255E-01 -6058.4 1.7835 .60276E-01 .00000 .00000 1.7835 .22256E-01 -6058.4 6060.2 6059.3 484 -.10491E-01 -6075.4 2.1319 .43882E-02 .00000 .00000 2.1319 -.10491E-01 -6075.4 6077.5 6076.5 485 .14745E-01 -6080.0 .. 72078 .4214 1E-02 .00000 .00000 .72078 .14745E-01 -6080.0 6080.8 6080.4 486 -.47556E-02 -6096.7 1.3891 -. 27474E-01 .00000 .00000 1.3891 -.47554E-02 -,6096.7 6098.1 6097.4 487 .86538E702 -6101.2 .41541E-01 -. 27097E-01 .00000 .00000 .41541E-01 .86539E-02 -6101.2 6101.2 6101.2 488 -.97372E-03 -6118.3 - .79596 -. 41275E-01 .00000 .00000 .79596 -.97345E-03 -6118.3 6119.1 6118.7 489 .41559E-02 -.6122.1 -.33656 -. 40647E-01 .00000 .00000 .41561E .33656 -6122.1 6122. 1
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6163.4 C POST1 NODAL STRESS LISTING ***
.. . , i
- ul LOAD STEP- 1 SUBSTEP= 1 TIME= '1.0000 LOAD CASE- 0 .00000 THE FOLLOWING X,Y,Z VALUES ARE IN-GLOBAL COORDINATES NODE SX SY. SZ SXY - SYZ Sxz Si S2 S3 SIN' 0 SEQV 494 .25438E-02 -6183.2 -.88423E-01 -.30926E-01 .00000 .00000 .25439E-02 -.88423E-01 -6183.2 .6183. -
6183.2
495 -.15782E-02 -6184.5 -.46381 -.30422E-01 .00000 .00000 -.15780E-02 -.46381 -6184.5 6184.5 6184.2 496 .23510E-02 -6204.7 -.16826 -. 22551E-01 .00000 .00000 .23510E-02 -.16826 -6204.7 6204.7 6204.6 497 -.18618E-02 -6205.4 -.37027 -.22179E-01 .00000 .00000 -. 18617E-02 -.37027 -6205.4 6205.4 6205.2 498 .19308E-02 -6226.2 -.18954 -. 14942E-01 .00000 .00000 .19309E .18954 -6226.2 6226.2 6226.1 499 -.17684E-02 -6226.4 -.2694 6 -. 14691E-01 .00000 .00000 -. 17684E-02 -.26946 -6226.4 6226.4 6226.3 500 .14422E-02 -6247.5 -.17587 -. 87706E-02 .00000 .00000 .14422E-02 -.17587 -6247.5 6247.5 6247.4 - 501 -.14807E-02 -6247.5 -.17814 -. 86203E-02 .00000 .00000 -. 14807E-02 -.17814 -6247.5 6247.5 6247.4 502 .98135E-03 -6268.8 -.14485 -. 42129E-02 .00000 .00000 .98135E-03 -.14485 -6268.8 6268.8 6268.7 503 -.11249E-02 -6268.7 -.10423 -. 41378E-02 .00000 .00000 -. 11249E-02 -.10423 -6268.7 6268.7 6268.6 504 .59736E-03 -6290.1 -.10847 -. 11498E-02 .00000 .00000 .59736E-03 -.10847 -6290.1 6290.1 6290.0 505 -.77936E-03 -6289.9 -.49751E-01 -. 11260E-02 .00000 .00000 -. 77936E-03 -.49751E-01 -6289.9 6289.9 6289.9 506 .30687E-03 -6311.3 -.74013E-01 .68392E-03 .00000 .00000 .30687E-03 -.74013E-01 -6311.3 6311.3 6311.3 507 -.48561E-03 -6311.1 -.13221E-01 .67645E-03 .00000 .00000 -.48561E-03 -.13221E-01 -6311.1 6311.1 508 .10652E-03 -6332.5 -.45216E-01 .15982E-02 .00000 .00000 .10652E-03 -.45216E-01 -6332.5 6332.5 6332.5 I 509 -.25955E-03 -6332.3 .85826E-02 15746E-02 .00000 .00000 .85826E-02 -.25955E-03 -6332.3 6332. c 6332.3 C) 510 .00000 -6353.7 -.23376E-01 18860E-02 .00000 .00000 .56009E-09 -.23376E-01 -6353.7 6353. 0 6353.7 511 -.10087E-03 -6353.6 .19393E-01 .18566E-02 .00000 .00000 .19393E-01 -.10087E-03 -6353.6 6353. 6353.6 (1%
- POST1 NODAL STRESS LISTING *****
CD UV LOAD STEP= 1 SUBSTEP= 1 TIME- 1.0000 LOAD CASE- 0 0 t%) THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES
SYZ Sxz S1 S2 S3 SINT SX SY Sz SXY NODE SEQV -. 83343E-04 -. 82711E-02 -6374.9 6374.9
-6374.9 -. 82711E-02 .17916E-02 .00000 .00000 512 -. 83343E-04 6374.9 .22729E-01 .48728E-09 -6374.8 6374.8
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.38578E-02 .00000 .00000 .00000 .38578E-02 526 .00000 -6523.4 6523.4 .00000 -6523.5 6523.
.11980E-02 .00000 .00000 .00000 .11980E-02 527 .00000 -6523.5 6523.5 .00000 -6544.7 6544.
-6544.7 .24866E-02 .00000 .00000 .00000 .24866E-02 528 .00000 6544.7 .00000 -6544.7 6544. c
-6544.7 .00000 .00000 .00000 .00000 .00000 529 .00000 6544.7 0 POST1 NODAL ST'RESS LISTING *****
LOAD STEP= 1 SU'BSTEP- 1
TIME= 1.0000 LOAD CASE= 0 THE FOLLOWING X, Y, Z VALUES ARE IN GLOBAL COORDINATES NODE SX SY Sz SXY SYZ Sxz S1 S2 S3 SINT SEQV 530 .00000 -6565.9 .14020E-02 -. 78770E-04 .00000 .00000 .14020E-02 .10934E-11 -6565.9 6565.9 6565.9 531 .00000 -6565.9 -. 67845E-03 -. 77565E-04 .00000 .00000 .72896E-12 -.67845E-03 -6565.9 6565.9 6565.9 532 .00000 -6587.1 .61965E-03 -. 80989E-04 .00000 .00000 .61965E-03 .73132E-12 -6587.1 6587.1 6587.1 533 .00000 -6587.1 -. 95154E-03 -. 79710E-04 .00000 .00000 .73132E-12 -.95154E-03 -6587.1 6587.1 6587.1 534 .00000 -6608.3 .10771E-03 -.71376E-04 .00000 .00000 .10771E-03 .73367E-12 -6608.3 6608.3 6608.3 535 .00000 -6608.4 -.97408E-03 -. 70227E-04 .00000 .00000 .73367E-12 -.97408E-03 -6608.4 6608.4 6608.4 536 .00000 -6629.6 -.18748E-03 .00000 .00000 .00000 .00000 -.18748E-03 -6629.6 6629.6 6629.6 537 .00000 -6629.6 -. 85619E-03 .00000 .00000 .00000 .00000 -. 85619E-03 -6629.6 6629. 6 6629.6 538 .00000 -6650.8 -. 32431E-03 .00000 .00000 .00000 .00000 -.32431E-03 -6650.8 6650.8 6650.8 539 .00000 -6650.8 -. 67704E-03 .00000 .00000 .00000 .00000 -. 67704E-03 -6650.8 P654O-r8 r 6650.8 540 .00000 -6672.0 -. 35599E-03 .00000 .00000 .00000 .00000 -. 35599E-03 -6672.0 6672.0 6672.0 541 .00000 -6672.0 -. 48824E-03 .00000 .00000 .00000 .00000 -. 48824E-03 -6672.0 6672. W 6672.0 0 542 .00000 -6693.2 -. 32576E-03 .00000 .00000 .00000 .00000 -. 32576E-03 -6693.2 6693. 6 6693.2 a5 543 .00000 -6693.2 -. 31941E-03 .00000 .00000 .00000 .00000 -.31941E-03 -6693.2 6693.. 6693.2 544 .00000 -6714.5 -. 26562E-03 .00000 .00000 .00000 .00000 -. 26562E-03 -6714.5 6714. j 6714.5 545 .00000 -6714.5 -. 18409E-03 .00000 .00000 .00000 .00000 -.18409E-03 -6714.5 6714. I 6714.5 65 546 .00000 -6735.7 '.19712E-03 .00000 .00000 .00000 .00000 -.19712E-03 -6735.7 6735. ° 6735.7 547 .00000 -6735.7 -. 85262E-04 .00000 .00000 .00000 .00000 -.85262E-04 -6735.7 6735.. 6735.7 0
- POSTi NODAL STRESS LISTING *****
LOAD STEP- 1 SUBSTEP- 1 TIMED 1.0000 .LOAD CASE= 0 , THE FOLLOWING-X,'f,Z VALUES ARE IN GLOBAL COORDINATES NODE SX SY Sz SXY. SYZ Sxz Si S2 S3 SINT SEQV 548 .00000 -6756.9 -. 13318E-03 .00000 .00000 .00000 .00000 -.13318E-03 -6756.9 6756.9 6756.9
.00000 -6756.9 .00000 .00000 .00000 .00000 .00000 .00000 -6756.9 6756.9 549 6756.9 550 .00000 -6778.1 -. 80310E-04 .00000 .00000 .00000 .00000 -.80310E-04 -6778.1 6778.1 6778.1
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6820.6
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- POSTI NODAL STRESS LISTING *****
LOAD STEP= 1 SUBSTEP= 1 TIME= 1.0000 LOAD CASE= 0 THE FOLLOWING X,Y, Z VALUES ARE IN GLOBAL COORDINATES NODE SX SY Sz SXY SYZ Sxz Si S2 S3 SINT SEQV 566 .00000 -6947.9 .00000 .00000 .00000 .00000 .00000 .00000 -6947.9 6947.9 6947.9 567 .00000 -6947.9 .00000 .00000 .00000 .00000 .00000 .00000 -6947.9 6947.9 6947.9 568 .00000 -6969.2 .00000 .00000 .00000 .00000 .00000 .00000 -6969.2 6969.2 6969.2 569 .00000 -6969.2 .00000 .00000 .00000 .00000 .00000 .00000 -6969.2 6969.2 6969.2 570 .00000 -6990.4 .00000 .00000 .00000 .00000 .00000 .00000 -6990.4 6990.4 6990.4 571 .00000 -6990.4 .00000 .00000 .00000 .00000 .00000 .00000 -6990.4 .699O'-4 r 6990.4 572 .00000 -7011.6 .00000 .00000 .00000 .00000 .00000 .00000 -7011.6 7011.6 7011.6 I 573 .00000 -7011.6 .00000 .00000 .00000 .00000 .00000 .00000 -7011.6 7011. 9 7011.6 574 .00000 -7032.8 .00000 .00000 .00000 .00000 .00000 .00000 -7032.8 7032. 7032.8 575 .00000 -7032.8 .00000 .00000 .00000 .00000 .00000 .00000 -7032.8 7032 7032.8 576 .00000 -7054.1 .00000 .00000 .00000 .00000 .00000 .00000 -7054. 1 7054 c 7054.1 ;o 577 .00000 -7054.1 .00000 .00000 .00000 .00000 .00000 .00000 -7054.1 7054 CD 7054.1 578 .00000 -7075.3 . 00000 .00000 .00000 .00000 .00000 .00000 -7075.3 7075 0 7075.3 579 .00000 -7075.3 .00000 .00000 .00000 .00000 .00000 .00000 -7075.3 7075._ 7075.3
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LOAD STEP- I SUBSTEP- 1 TIME- 1.0000 LOAD CASE- 0 THE FOLLOWING X,Y, Z VALUES ARE IN GLOBAL COORDINATES SY Sz SXY SYZ Sxz Si S2 S3 SINT NODE SX - SEQV 7139.0
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- POSTI NODAL STRESS LISTING *****
LOAD STEP= 1 SUBSTEP= 1 TIME- 1.0000 LOAD CASE- 0 THE FOLLOWING X,Y,,Z VALUES ARE IN GLOBAL COORDINATES NODE SX SY Sz SXY SYZ Sxz S1 S2 S3 SINT SEQV 602 .00000 -7330.0 .00000 .00000 .00000 .00000 .00000 .00000 -7330.0 7330.0 7330.0 603 .00000 -7330.0 .00000 .00000 .00000 .00000 .00000 .00000 -7330.0 47-330r., r 7330.0 604 .00000 -7351.2 .00000 .00000 .00000 .00000 .00000 .00000 -7351.2 7351.2 7351.2 :x: 605 .00000 -7351.2 .00000 .00000 .00000 .00000 .00000 .00000 -7351.2 7351. x 7351.2 C} 606 .00000 -7372.4 .00000 .00000 .00000 .00000 .00000 .00000 -7372.4 7372. (0 0 7372.4 607 .00000 -7372.4 .00000 .00000 .00000 .00000 .00000 .00000 -7372.4 7372. P 7372.4 0 608 .00000 -7393.7 .00000 .00000 .00000 .00000 .00000 .00000 7393. T
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***** POSTI NODAL STRESS LISTING
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***** POST1 NODAL STRESS LISTING *****
LOAD STEP- I SUBSTEP- 1 TIME' 1.0000 LOAD CASE- 0 -V --f-" , Ir THE FOLLOWING X,Y, ,Z VALUES ARE IN GLOBAL COORDINATES NODE SX SY Sz SXY SYZ Sxz Si S2 S3 SINT W m SEQV 638 .00000 -7712.0 .19933E-03 .00000 .00000 .00000 .19933E-03 .00000 -7712.0 7712. - zD 7712.0 639 .00000 -7712.0 .28605E-03 .00000 .00000 .00000 .28605E-03 .00000 -7712.0 7712.
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.00000 LOAD STEP= 1 SiUBSTEP= 1 .00000 "I TIME= 1.0000 LOAD CASE= 0 a'
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- POST1 NODAL STRESS LISTING ***** m 6
LOAD STEP= 1 SUBSTEP- 1 lO TIME= 1.0000 LOAD CASE= 0 THE FOLLOWING X,YZ VALUES ARE IN GLOBAL COORDINATES
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- POSTI NODAL STRESS LISTING *****
(n LOAD STEP= 1 SUBSTEP= -1 TIME= 1.0000 LOAD CASE= 0 THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES NODE SX SY - SZ SXY SYZ Sxz Si S2 S3 SINI SEQV
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- POST1 NODAL STRESS LISTING *****
LOAD STEP= 1 SUBSTEP= 1 TIME- 1.0000 LOAD CASE= 0
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***** POST1 NODAL STRESS C,
0 LOAD STEP= 1 SUBSTEP- 1 TIME= 1.0000 LOAD CASE- 0 THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES NODE SX SY Sz SXY SYZ sxz Si S2 S3 SINT SEQV 728 2.2597 -8995.6 -38.267 -11. 945 .00000 .00000 2.2755 -38.267 -8995.6 8997.9 8977.7 729 3.0534 -8340.6 157.26 -11.754 .00000 .00000 157.26 3.0700 -8340.6 8497.8 8421.8 730 -11.045 -9148.7 -136.36 -12.942 .00000 .00000 -11.026 -136.36 -9148.7 9137.7 9075.7 731 -11.500 -8230.6 138.66 -12.738 .00000 .00000 138.66 -11. 481 -8230.6 8369.3 8295.3 732 40.772 -9299.0 -260.74 -11.893 .00000 .00000 40.787 -260.74 -9299.0 9339.8 9192.7 733 39.542 -8123.5 94.179 -11.716 .00000 .00000 94.179 39.559 -8123.5 8217.7 8190.5 734 65.409 -8344.2 -124.19 242.47 .00000 .00000 72. 394 -124.19 -8351.2 8423.6 8327.0 735 231.60 -7116.4 297.74 -31.527 .00000 .00000 297.74 231.74 -7116.5 7414.3 7381.5 736 -94.621 -8102.8 -328.33 -124.26 .00000 .00000 -92.694 -328.33 -8104.7 8.012QG - 7896.8 737 -425.78 -8042.1 -409.50 176.51 .00000 .00000 -409.50 -421.69 -8046.2 7636.7 7630.6 738 -440.62 -7193.8 -170.22 -432.68 .00000 .00000 -170.22 -413.01 -7221.4 7051. 9 C 6933.0 739 75.403 -9637.7 -1085.6 61. 926 .00000 .00000 75. 798 -1085.6 -9638.1 9713. T 9188.4 740 168.46 -8707.3 -769.00 8. 9093 .00000 .00000 168.47 -769.00 -8707.3 8875. 8446.1 741 265.31 -8070.7 -540.51 -43.231 .00000 .00000 265.53 -540.51 -8070.9 8336. w 7964.1 742 88.959 -9261.4 -1398.4 -4.7708 .00000 .00000 88. 961 -1398.4 -9261.4 9350- m 8702.6 U8 743 .88210 -8819.8 -1276. 8 39.291 .00000 .00000 1.0571 -1276.8 -8820.0 8821. 0 8256.6 744 -87.302 -8303.7 -1136.0 82.622 .00000 .00000 -86.471 -1136.0 -8304.5 8218.- 7746.8
. -6048.4 6345.0
.00000 .00000 296.55 -864.52
-6048.0 -864.52 -52. 114 745 -296.13 5851.5
- POST1 NODAL STRESS LISTING *****
LOAD STEP- - 1 SUBSTEP= 1 TIME= 1.0000 LOAD CASE= 0 COORDINATES THE FOLLOWING X,Y, Z VALUES ARE IN GLOBAL Si S2 S3 SINT NODE SX SY Sz SXY 'SYZ Sxz SEQV 125.58 -1519.5 -8129.8 8255.4
-1519.5 -35.288 .00000 .00000 746 125.43 -8129.6 7568.1 5.6961 -1999.1 -9667.9 9673.6
-1999.1 93.888 .00000 .00000 747 .4.7847 -9667.0 8843.3 -480.69 -852.51 -4146.5 3665.8
-852.51 59.547 .00000 .00000 748 -481.66 -4145.6 3494.8 -306.49 -1903.9 -7854.5 7548.0
-1903.9 105.67 .00000 .00000 749 -307.97 -7853.0 6889.6 -17.838 -2704.7 -10903. 10885.
-2704.7 99.031 .00000 .00000 750 -18.739 -10902.
) 9821.1 459.21 -887.04 -5133.4 5592.6
-887.04 108.45 .00000 .00000 751 457.11 -5131.3 5055.7 342.05 -1828.5 -8229.5 1,8574r5, r
-1828.5 80. 966 .00000 .00000 752 341.29 -8228.7 7718.6 173.24 -2746.1 -11208. 11381.
-2746.1 -77.562 .00000 .00000 753 172.71 -11207.
10238. 2524.4 1730.2 377.72 2146. w 180.98 .00000 .00000 C, 754 393.09 2509.0 1730.2 m 1879.9 2435.5 1175.8 -366.54 2802. 6 1175.8 6.8720 .00000 .00000 755 -366.52 2435.5 ZD-2430.7- 1324.3 342.37 2026. CD
-162.65 .00000 .00000 2368.4 756 355.51 2355.3 1324.3 1754.9 673.03 -1027.3 1700. t 673.03 .00000 .00000 .00000 673.03 :p 757 673.03 -1027.3 1700.3 667.37 -985.31 1656. CD
-983.61 667.37 53.079 .00000 .00000 671.52 S.!
io. l 758 669.81 1654.8 657.99 652.51 -1010.1 1668 0 652. 51 86. 653 .00000 .00000 759 653.47 -1005.6 M 1665.4 655.64 -1007.1 .1665.-
- 58. 112 .00000 .00000 658.71 760 656.68 -1005.1 655.64 1664.3
761 663.62 -1005.8 659.62 43. 140 00000 .00000 664.73 659.62 -iOO6.9 1671.6 1669.1 762 667.15 -1005.4 662.55 34. 097 .00000 .00000 667.84 662.55 -1006.1 1674.0 1671.3 763 668.48 -1005.4 664.28 28. 130 .00000 .00000 668.96 664.28 -1005.9 1674.9 1672.5
- POST1 NODAL STRESS LISTING *****
LOAD STEP= 1 SUBSTEP= 1 TIME= 1.0000 LOAD CASE- 0 THE FOLLOWING X,Y, ' VALUES ARE IN GLOBAL COORDINATES NODE SX .SY Sz SXY SYZ Sxz S1 S2 S3 SINT SEQV 764 668.48 -1005.4 665.19 23.882 .00000 .00000 668.82 665.19 -1005.7 1674.6 1672.7 765 667.74 -1005.3 665.56 20.743 .00000 .00000 668.00 665.56 -1005.6 1673.6 1672.4 766 666.70 -1005.3 665.57 18.365 .00000 .00000 666.90 665.57 -1005.5 1672.4 1671.7 767 665.70 -1005.3 665.41 16.504 .00000 .00000 665.86 665.41 -1005.5 1671.3 1671.1 768 664.89 -1005.3 665.19 15.019 .00000 .00000 665.19 665.03 -1005.4 ,A67e6 r 1670.5 769 664.43 -1005.3 665.02 13.827 .00000 .00000 665.02 664.54 -1005.4 1670. A 1670.2 X 770 664.50 -1005.2 665.01 12.883 .00000 .00000 665.01 664.60 -1005.3 1670. a 1670.1 771 665.39 -1005.2 665.26 12.167 .00000 .00000 665.47 665.26 -1005.3 1670. ° 1670.6 -A 772 667.46 -1005.1 665.97 11.672 .00000 .00000 667.55 665.97 -1005.2 1672. 1672.0 773 671.21 -1005.1 667.32 11.391 .00000 .00000 671.29 667.32 -1005.2 1676. t 1674.5
;u 774 677.12 -1005.0 669.54 11.304 .00000 .00000 677.20 669.54 -1005.1 1682. m<
1678.5 Vn 775 685.58 -1005.0 672.82 11.360 .00000 .00000 685. 65 672.82 -1005.1 1690. 0 1684.3 776 696.61 -1005.0 677.22 11.444 .00000 .00000 696.69 677.22 -1005. 1 1701. v 1692.2
0 709.48 -1005.2 682.57 11. 345 .00000 .00000 709.56 682.57 -1005.3 1714.9 777 1701.5 778 722.13 -1005.6 688.20 10.707 .00000 .00000 722.20 688.20 -1005.7 1727.9 1711.1 779 730.31 -1006.3 692.68 8.9763 .00000 .00000 730.35 692.68 -1006.4 1736.7 1718.2 780 726.52 -1007.5 693.40 5.3464 .00000 .00000 726.54 693.40 -1007.5 1734.0 1717.7 781 698.72 -1009.3 686.06 -1.2964 .00000 .00000 698.72 686.06 -1009.3 1708.0 1701.7 POST1 NODAL STRESS LISTING ***** LOAD STEP= 1 SiUBSTEP= 1 TIME= 1.0000 - LOAD CASE= 0 THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES NODE SX- SY: Sz SXY SYZ Sxz, Si S2 S3 SINT SEQV 782 628.84 -1011.8 664.19 -12.360 .00000 .00000 664.19 628.94 -1011.9 1676.1 1658.7 783 491.98 -1015.2 , v 618.66: -29.372 .00000 .00000 618.66 492.55 -1015.7 1634.4 1575.1 784 256.32 -1018.9 537.74 -53.742 .00000 .00000 537.74 258.58 -1021.1 #55W. 9 V 1439.7 785 -111.83 -1022.6 408.36 -84.814 .00000 .00000 408.36 -104.00 -1030.4 1438. A 1263.1 786 -612.46 -1015.5 230.03 -112.26 .00000 .00000 230.03 -583.30 -1044.7 1274. X C) 1117.9 787 -1224.6 -1005.4 4.5044 -127.96 .00000 .00000 4.5044 -946.52 -1283.5 1288. T (0 1156.9 788 -1592.0 -956.40 -152.01 -32.776 .00000 .00000 -152.01 -954.72 -1593.7 1441. t 6 1251.2 789 -1343.5 -814.74 -94.435 335.86 .00000 .00000 -94.435 -651.68 -1506.5 1412. P 1231.9 790 -276.69 -151.88 412.16 414.58 .00000 .00000. 412.16 204 . 97 -633.54 1045. C u. 959.04 791 461.95. -308.32- 581. 48 424 .00 .00000 .00000 649.61 581.48 -495.98 1145. 0 1113.1 N1 792 667.73 -1028.5 667.73 .00000 .00000 .00000 667.73 667.73 -1028.5 1696.-- 1696.2
668.95 -994.39 662.35 -4.4658 .00000 .00000 668.96 662.35 -994.40 1663.4 793 1660.1 660.45 -1007.2 656.81 -.49466 .00000 .00000 660.45 656.81 -1007.2 1667.6 794 1665.8 795 661.03 -1010. 9 659.40 2.3243 .00000 .00000 661.03 659.40 -1010.9 1671.9 1671.1 796 662.29 -1011. 1 661.07 1.5641 .00000 .00000 662.29 661.07 -1011.1 1673.3 1672.7 797 663.53 -1010.8 662.34 .77125 .00000 .00000 663.53 662.34 -1010.8 1674.3 1673.7 798 664.00 -1010.8 662.95 .27 674 .00000 .00000 664.00 662.95 -1010.8 1674.8 1674.3 799 664.11 -1010.8 663.34 -.81484E-01 .00000 .00000 664.11 663.34 -1010.8 1674.9 1674.5 POSTI NODAL S'TRESS LISTING ***** LOAD STEP= 1 SiJBSTEP- 1 TIME= 1.0000 LOAD CASE= 0 THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES NODE SX SY sz SXY SYZ sxz Si S2 S3 SINT SEQV 800 663.91 -1010.7 663.50 -.26382 .00000 .00000 663.91 663.50 -1010.7 -6.4r6-r 1674.4 801 663.63 -1010.6 663.52 -. 31950 .00000 .00000 663.63 663.52 -1010.6 1674.3 I:c: 1674.2 802 663.33 -1010.6 663.48 -. 30336 .00000 .00000 663.48 663.33 -1010.6 1674. m C's 1674.0 803 663.10 -1010.6 663.42 -. 23856 .00000 .00000 663.42 663.10 -1010.6 1674. 0 1673. t6 1673.8 804 662.98 -1010.5 663.38 -.12250 .00000 .00000 663.38 662.98 -1010.5 1673.7 805 663.04 -1010.5 663.39 .63942E-01 .00000 .00000 663.39 663.04 -1010.5 1673. X 1673.7 806 663.38 -1010.4 663.50 .34986 .00000 .00000 663.50 663.38 -1010.4 1673. CIn 1673.9 807 664.12 -1010.3 *663.76 .76603 .00000 .00000 664.12 663.76 -1010.3 1674 0 1674.3 808 665.42 -1010.2 664 .24 1.3338 .00000 .00000 665.42 664 .24 -1010.2 1675. 1675.1 0 Ith 0'
0 809 667.43 -1010.2 665.01 2.0479 .00000 .00000 667.43 665.01 -1010.2 1677.6 1676.4 810 670.26 -1010.1 666.12 2.8507 .00000 .00000 670.27 666.12 -1010.1 1680.4 1678.3 811 673.91 -1010.2 667.56 3.5951 .00000 .00000 673.92 667.56 -1010.2 1684.1 1680.9 812 678.08 -1010.4 669.25 3.9950 .00000 .00000 678.09 669.25 -1010.4 1688.5-1684.1 813 682.04 -1011.0 670.91 3.5621 .00000 .00000 682.05 670.91 -1011.0 1693.0 1687.5 814 684.30 -1012.0 672.01 1.5325 .00000 .00000 684.30 672.01 -1012.0 1696.3 1690.2 815 682.26 -1013.8 671.59 -3.2091 .00000 .00000 682.27 671.59 -1013.8 1696.1 1690.7 816 671.83 -1016.5 668.13 -12. 191 .00000 .00000 671.92 668.13 -1016. 6 1688.5 1686.6 817 646.92 -1020.5 659.38 -27.351 .00000 .00000 659.38 647.37 -1020.9 1680.3 1674.3
- +** POSTi NODAL S'MRESS LISTING
- LOAD STEP= 1 SiJBSTEP= 1 TIME= 1.0000 LOAD CASE- 0 THE FOLLOWING.X,Y,Z VALUES ARE IN GLOBAL COORDINATES NODE SX SY Sz SXY Syz Sxz S1 S2 S3 SINT SEQV 818 599.19 -1025.7 642.31 -50.782 .00000 .00000 642.31 600.78 -1027.3 1669.
1649.2 819 518.46 -1031.7 613.20 -84.232 .00000 .00000 613.20 523.02 -1036.3 1649. 0 1606.3 820 396.64 -1038.2 568.72 -126.22 .00000 .00000 568.72 407.66 -1049.2 1618. .(D 1543.7 821 225.45 -1030.2 509.79 -165.42 .00000 .00000 509.79 246.88 -1051.6 1561. ^ 1447.9 822 65.590 -1011.0 452.23 -171.91 .00000 .00000 452.23 92.376 -1037.7 1490. (D 1346.6 823 -47.111 -965.48 -414.31 -54.930. .00000 .00000 414.31 -43.837 -968.75 1383. 0 1220.3 824 -74.159 -555.74. 506.85 282.00 .00000 .00000 506.85 55.868 -685.76 1192.. 1 1043.0 U'.
825 -262.92 -148.49 558.68 420.66 .00000 .00000 558.68 218.83 -630.23 1188.9 1060.6 826 -483.45 -936.00 238.00 385.04 .00000 .00000 238.00 -263.12 -1156.3 1394.3 1223.3 827 -246.96 -7537.8 -1673.5 -67. 845 .00000 .00000 -246.33 -1673.5 -7538.5 7292.1 6693.7 828 -204.80 -8824.5 -2029.9 -95.038 .00000 .00000 -203.75 -2029.9 -8825.5 8621.8 7869.2 829 -166.49 -10520. -2505.2 -121.78 .00000 .00000 -165.05 -2505.2 -10522. 10357. 9407.6 830 667.77 -1035.7 667.77 .00000 .00000 .00000 667.77 667.77 -1035.7 1703.5 1703.5 831 669.05 -1013.5 661.14 -4.0536 .00000 .00000 669.06 661.14 -1013.5 1682.5 1678.6 832 660.56 -1011.1 659.06 -.72146E-02 .00000 .00000 660.56 659.06 -1011. 1 1671. 6
- 1670.9 833 661.34 -1023.2 659.18 2.3477 .00000 .00000 661.34 659.18 -1023.2 1684.6 1683.5 834 659.34 -1021.4 660.38 1.4489 .00000 .00000 660.38 659.35 -1021.4 1681.8 1681.3 835 657.84 -1021.6 659.73 .80176 .00000 .00000 659.73 657.85 -1021.6 1681.3 1680.3
- POSTi NODAL STRESS LISTING *****
,--- V r
LOAD STEP= 1 SUBSTEP- 1 TIME= 1.0000 LOAD CASE- 0 THE FOLLOWING X,Y, Z VALUES ARE IN GLOBJ COORDINATES w C) NODE SX SY SZ SXY SYZ Sxz S1 S2 S3 SINI 0 SEQV to 836 657.62 -1021.6 659.4, .27421 .00000 .00000 659.44 657.62 -1021.6 1681. 1680.1 6 837 657.63 -1021.5 659.2!5 -.84672E-01 .00000 ID
.00000 659.25 657.63 -1021.5 1680. ;o 1679.9 m 838 657.93 -1021.3 659.2:I -.26380 .00000 .00000 659.21 657.93 -1021.3 1680. 0 V;
1679.9 c 839 658.31 -1021.3 659.2,I -.31891 .00000 .00000 659.24 658.31 -1021.3 1680 1680.0 :3 840 658.69 -1021.2 659.3( KN
-.30319 .00000 .00000 659.30 658.69 -1021.2 1680.
1680.2 Z7
S
-1021.2 659.38 -.23830 .00000 .00000 659.38 659.00 -1021.2 1680.6 841 659.00 1680.4
-1021.1 659.44 -.12235 .00000 .00000 659.44 659.18 -1021.1 1680.6 842 -659.18 1680.4
-1021.0 659.46 .63998E-01 .00000 .00000 659.46 659.17 -1021.0 1680.5 843 659.17 1680.3 658.88 -1020.9 659.38 .34976 .00000 .00000 659.38 658.88 -1020.9 1680.3 844 1680.1 658.18 -1020.8 659.17 .76568 .00000 .00000 659.17 658.18 -1020.8 1679. 9 845 1679.4
-1020.6 658.75 1.3331 .00000 .00000 658.75 656.92 -1020.6 1679.3 846 656.92 1678.4
-1020.4 658.03 2.0466 .00000 .00000 658.03 654.95 -1020.4 1678.5 847 654.94 1676.9
-1020.3 656.93 2.8486 .00000 .00000 656.93 652.14 -1020.3 1677.3 848 652.13 1674.9 648.50 -1020.4 655.42 3.5920 .00000 .00000 655.42 648.50 -1020.4 1675.8 849 1672.4 850 644.32 -1020.8 653.52 3.9906 .00000 .00000 653.52 644.33 -1020.8 1674.3 1669.7 851 640;32 -1021.7 651.40 3.5563 .00000 .00000 651.40 640.33 -1021.7 1673. 1 1667;6 638.00 -1023.4 649.48 1.5257 .00000 .00000 649.48 638.00 -1023.4 1672.9 852 1667.2 853 639.90 -1026.4 648.54 -3.2173 . 00000 .00000 648.54 639.91 -1026.4 4l674w9 v 1670.6 I
- POSTi NODAL SorRESS LISTING *****
CD LOAD STEP= . 1 StJBSTEP= 1 TIME- 1.0000 LOAD CASE= 0-THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES NODE SX SY. Sz SXY SYZ Sxz S1 S2 - S3 SIN J Dn SEQV 854 650.14 -1030.9 649.92 -12.198, .00000 .00000 650.23 649.92 -1031.0 1681. C 1681.1 674.85 -1037.5 -655.71 -27.341 .00000 .00000 675.29 655.71 -1038.0 1713. 0 855 1703.6 722.19 -1046.3 668.91 -50.805 .00000 .00000 723.65 668.91 -1047.7 1771. 856 1744.7. Ct'
857 803.14 -1056.8 693.73 -84.045 .00000 .00000 806.93 693.73 -1060.6 1867.5 1813.6 858 926.89 -1067.1 734.57 -125.74 .00000 .00000 934.79 734.57 -1075.0 2009.8 1917.6 859 1093.7 -1059.9 797.68 -166.85 .00000 .00000 1106.6 797.68 -1072.8 2179.4 2042.5 860 1285.3 -1028.8 880.01 -162.89 .00000 .00000 1296.7 880.01 -1040.2 2337.0 2159.0 861 1382.6 -905.58 965.42 -65.496 .00000 .00000 1384.5 965.42 -907.46 2291.9 2113.8 862 882.76 -435.10 970.74 23. 473 .00000 .00000 970.74 883.18 -435.52 1406.3 1364.6 863 423.19 18.603 956.71 80. 640 .00000 .00000 956.71 438.67 3.1220 953.59 826.86 864 473.87 -1683.2 455.41 120.89 .00000 .00000 480.62 455.41 -1689.9 2170. 6 2158.1
.865 26.591 -7718.8 -1489.8 -9.5141 .00000 .00000 26. 603 -1489.8 -7718.8 7745.4 7109.6 866 42.208 -8953.0 -1837.0 -3.2779 .00000 .00000 42. 210 -1837.0 -8953.0 8995.2 8218.3 867 55.902 -10128. -2163.3 2.8522 .00000 .00000 55. 903 -2163.3 -10128. 10184.
9275.4 868 656.99 -1041.6 656.99 .00000 .00000 .00000 656.99 656.99 -1041.6 1698.6 1698.6 869 669.32 -1023.9 653.91 -58. 556 .00000 .00000 671.34 653.91 -1025.9 's-69-k-3' 1688.6 870 670.80 -1012.1 666.47 -87.363 .00000 .00000 675.32 666.47 -1016.6 1691. 9 1687.5 871 663.55 -1029.2 662.73 -54. 928 .00000 .00000 665.33 662.73 -1031.0 1696. c 1695.1 a Cl
- POSTi NODAL STRESS LISTING *****
LOAD STEP- 1 SUBSTEP- 1 TIME-, 1.0000 LOAD CASE- 0 V} THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES
;a NODE SX SY . SZ SXY SYZ Sxz Si S2 S3 SINI 0 SEQV 872 657.13 -1026.6 661.49 -40.958 .00000 .00000 *661.49 658.12 -1027.6 1689._
1687.4 9
654.46 -1027.0 659.58 -32. 617 .00000 .00000 659.58 655.10 -1027.6 1687.2 873 1684.9 653.06 -1027.0 658.10 -27.359 .00000 .00000 658.10 653.51 -1027.4 1685.5 874 1683.2 653.23 -1026.8 657.38 -23. 602 .00000 .00000 657.38 653.56 -1027.2 1684.6 875 1682.6 876 654.12 -1026; 7 657.15 -20.753 .00000 .00000 657.15 654.37 -1026.9 1684.1 1682.7 877 655.25 -1026.6 657.19 -18. 491 .00000 .00000 657.19 655.45 -1026.8 1684.0 1683.1 656.33 -1026.5 657.38 -16. 648 .00000 .00000 657.38 656.49 -1026.7 1684.1 878 1683.6 879 657.20 -1026.5 657. 60 -15.106 .00000 .00000 657.60 657.34 -1026.6 1684.2 1684.1 880 657.72 -1026.4 657.79 -13.780 .00000 .00000 657.83 657.79 -1026.5 1684.4-1684.3 881 657.70 -1026.3 657.83 -12. 594 .00000 .00000 657.83 657.79 -1026.4 1684 .2 i68~'.2 882 656.86 -1026.2 657.61 -11. 486 .00000 .00000 657.61 656.94 -1026.2 1683.8 1683'.5 883 654:.83 -1026:0 656.96 -10.402 .00000 .00000 656.96 654.89 -1026.0 1683.0 1682.0 884 651.13 -1025; 8 655.67 -9.3026 .00000 .00000 655.67 651.18 -1025-.8 1681.5 1679.2 885 645.28 -1025.6 653.50 -8.1715 .00000 .00000 653.50 645.32 -1025.6 4-674r.-Tv r 1675.0 886 636.88 -1025.4 650.26 -7.0340 . 00000 .00000 650.26 636.91 -1025.5 1675.7 I 1669.1 887 625.93 -1025.5 645.81 -5.9820 .00000 .00000 645.81 625.95 -1025.5 1671. w a 1661.5 888 613.3 -1026.0 640.28 -5.2092 .00000 .00000 640.28 613.15 -1026.0 1666. 1652.9 a0 889 600.57 -1027.1 634.24 -5.0558 .00000 .00000 634.24 600.59 -1027.1 1661. ID 6 ul 1644.7 CD Up
- +* POST1 NODAL STRESS LISTING *****
0X LOAD STEP= 1 SUBSTEP- 1 a:1 TIMED 1.0000 -LOAD CASE= 0 THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES Cp ry
NODE SX SY Sz SXY SYz sxz Si S2 S3 SINT SEQV 890 592.48 -1029.1 628.99 -6.0628 .00000 .00000 628.99 592.50 -1029.2 1658.2 1640.2 891 596.31 -1032.7 626.99 -9.0270 .00000 .00000 626.99 596.36 -1032.7 1659.7 1644.6 892 624.10 -1038.2 632.31 -15.046 .00000 .00000 632.31 624.24 -1038.3 1670. 6 1666.6 893 693.72 -1046.2 651.26 -25.496 .00000 .00000 694.10 651.26 -1046.6 1740.7 1719.6 894 830.36 -1056.8 692.98 -42. 034 .00000 .00000 831.30 692.98 -1057.8 1889.1 1823.8 895 1064.2 -1069.9 768.95 -65.476 .00000 .00000 1066.2 768.95 -1071.9 2138.1 2006.0 896 1426.7 -1081.6 892.70 -95.490 .00000 .00000 1430.3 892.70 -1085.3 2515.6 2294.5 897 1934.3 -1076.5 1077.3 -126.42 .00000 .00000 1939.6 1077.3 -1081.8 3021.4 2695.7 898 2482.3 -1043.2 1297.4 -120.99 .00000 .00000 2486.4 1297.4 -1047.3 3533.8 3114.4 899 2882.7 -836.82 1535.2 -64.771 .00000 .00000 2883.9 1535.2 -837.95 3721.8 3263.6 900 3564.2 -480.84 1903.4 -220.62 .00000 .00000 3576.2 1903.4 -492.84 4069.1 3542.4 901 1742.5 -82.527 1512.8 -316.12 .00000 .00000 1795.8 1512.8 -135.73 4-993I4r' r 1806.7 902 571.52 -1063.2 858.46 -266.64 .00000 .00000 858.46 613.92 -1105.6 1964.1 1853.9 I 903 308.71 -8572.0 -1471.5 -153.25 .00000 .00000 311.35 -1471.5 -8574.6 8886. m 8142.3 C) 904 209.11 -8964.7 -1599.3 -153.86 .00000 .00000 211.69 -1599.3 -8967.3 9179. T 8420.8 905 109.62 -9313.4 -1714.2 -154.45 .00000 .00000 112.15 -1714.2 -9315.9 9428. 8660.6 906 -420.07 -1057.6 -420.07 .00000 .00000 .00000 -420.07 -420.07 -1057.6 637.5 Y, 637.56 907 -421.02 -1058. 6 -420.83 -. 66402 .00000 .00000 -420.83 -421.02 -1058.6 637.7 I 637.68 0; a
- POSTI NODAL STRESS LISTING *****
LOAD STEP= 1 SUBSTEP= 1
TIME- 1.0000 LOAD CASE- 0 THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES
, Sz SXY . SYZ Sxz Si S2 S3 SINT NODE SX SY SEQV
-410.45 -40. 329 .00000 .00000 -410.45 -418 . 91 -1056.2 645.70 908 -421.47 -1053.6 641.51 647.91
-406.83 -69.161 .00000 .00000 -406.83 -407.55 -1054.7 909 -415.03 -1047.3 647.55 643.04
-410.12 -51. 653 .00000 .00000 -408.58 -410.12 -1051.6 910 -412.75 -1047.4 642.27 641. 43
-41. 163 .00000 .00000 -409.17 -411.43 -1050.6 911 -411.82 -1047. 9 -411.43 640.30 640.37
-411.77 -34.374 .00000 .00000 -409.42 -411.77 -1049.8 912 -411.27 -1047.9 639.20 639.30
-411.75 -29.501 .00000 .00000 -409.67 -411.75 -1049.0 913 -411.04 -1047.6 638.27 638.44
-1047.4 -411.79 -25.806 .00000 .00000 -410.03 -411.79 -1048.5 914 -411.08 637.57
-411.81 -22.934 .00000 .00000 -410.32 -411.81 -1048.1 637.81 915 -411.15 -1047.3 637.07
-20. 624 .00000 .00000 -410.55 -411.83 -1047.9 637.35 916 ,411-.21 -1047.2 -411.83 636.71
-411.81 -18.716 .00000 .00000 -410.69 -411.81 -1047.7 ,P37,.4 917 -411.24 -1047.1 636.45
-411.73 -17.101 .00000 .00000 -410.71 -411.73 -1047.5 636.79 918 -411.17 -1047.0 636.28
-1046.9 -411.58 -15.702 .00000 .00000 -410.57 -411.58 -1047.3 636.7 D 919 -410.96 0 636.20 m
-1046.7 -411.30 -14. 465 .00000 .00000 -410.22 -411.30 -1047.0 636.76 920 -410.55 636.25
-1046.4 -410.88 -13. 354 .00000 .00000 -409.60 -410.88 -1046.7 637.1 921 -409.88 636.47
-1046.2 -410.30 -12.353 .00000 .00000 -408.67 -410.30 -1046.4 637. I 922 -408.91 636.91
.00000 .00000 -407.43 -409.58 -1046.1 638.E (
923 -407.63 -1045.9 -409.58 -11.467 637.62
-1045.8 -408.79 -10.727 .00000 .00000 -405.95 -408.79 -1046.0 640.( 0 924 -406.13 638.64
-408.08 -10.203 .00000 .00000 -404.48 -408.08 -1046.2 641.._
925 -404.64 -1046.1 639.97 5-w
- POST1 NODAL STRESS LISTING *****
LOAD STEP- 1 SUBSTEP- 1 TIME= 1.0000 LOAD CASE= 0 THE FOLLOWING X,'f,Z VALUES ARE IN GLOBAL COORDINATES NODE SX SY Sz SXY SYZ Sxz S1 S2 S3 SINT SEQV 926 -403.60 -1046.9 -407.74 -9. 9990 .00000 .00000 -403.45 -407.74 -1047.1 643.64 641.50 927 -403.79 -1048.8 -408.25 -10.264 .00000 .00000 -403.63 -408.25 -1048.9 645.29 642.99 928 -406.37 -1052.0 -410.31 -11.171 ..00000 .00000 -406.18 -410.31 -1052.2 646.05 643.99 929 -412.94 -1057.3 -414.85 -12.885 .00000 .00000 -412.68 -414.85 -1057.6 644.90 643.82 930 -425.45 -1065.2 -422.99 -15.485 .00000 .00000 -422.99 -425.08 -1065.6 642.61 641.57 931 -445.94 -1076.2 -435.87 -18.843 .00000 .00000 -435.87 -445.37 -1076.7 640.87 636.17 932 -475.84 -1090. 1 -454.21 -22.415 .00000 .00000 -454.21 -475.03 -1090.9 636.70 626.55 933 -515.29 -1105.6 -477.68 -25.176 .00000 .00000 -477.68 -514.22 -1106.6 ,6,2 8,L -r 611.52 934 -562.56 -1117.4 -503.71 -25. 961 .00000 .00000 -503.71 -561.34 -1118.7 614.95 588.26 935 -618.79 -1113.0 -527.88 -26.196 .00000 .00000 -527.88 -617.41 -1114.4 586.5 > 547.29 0 936 -703.85 -1054.6 -543.80 -37.637 .00000 .00000 -543.80 -699.86 -1058.6 514.8v 457.21 937 -870.82 -860.63 -543.01 -78.333 .00000 .00000 -543.01 -787.23 -944.22 401.2 w 350.19 *6 938 -1100.6 -535.46 -525.41 -118.91 .00000 .00000 -511.46 -525.41 -1124.6 613.1 v 606.25 939 -1217.9 -595.64 -610.55 -130.04 .00000 .00000 -569.56 -610.55 -1243.9 674.3 CD 654.85 62 940 -428.93 -1071.7 -428.93 .00000 .00000 .00000 -428.93 -428.93 -1071.7 642.I 642.77 941 -430.00 -1075.2 -429.99 -1.1997 .00000 .00000 -429.99 -430.00 -1075.2 645.x 645.25 C7
. S 650.33 942 -431.18 -1070.3 -420.00 -1.8204 .00000 .00000 -420.00 -431.18 -1070.3 644.82
-423.86 -1061.1 -414.77 -1.5659 .00000 .00000 -414.77 -423.86 -1061.1 646.38 943 641.88
- POSTi NODAL STRESS LISTING *****
LOAD STEP- I SUBSTEP= 1 TIME- 1.0000 LOAD CASE- 0 THE FOLLOWING X,lf,Z VALUES ARE IN GLOBAL COORDINATES NODE SX SY SZ SXY SYZ Sxz S1 S2 S3 SINT SEQV 944 -422.92 -1062.9 -419.69 -.53074 .00000 .00000 -419.69 -422.92 -1062.9 643.16 641.55 945 -422.17 -1063.7 -421.40 -.4 9018 .00000 .00000 -421.40 -422.17 -1063.7 642.31 641.92 946 -421.75 -1063.3 -421.71 -.62282 .00000 .00000 -421.71 -421.74 -1063.3 641.58 641.57 947 -421.70 -1063.1 -421.95 -.59875 .00000 .00000 -421.70 -421.95 -1063.1 641.37 641.24 948 -421.61 -1062.9 -422.01 -.55581 .00000 .00000 -421.61 -422.01 -1062.9 641.25 641.05 949 -421.56 -1062;7 -422.02 -.50986 .00000 ;.00000 -421.56 -422.02 -1062.7 641wS,8r 640.94 950 -421.51 -1062. 6 -422.01 -.45172 .00000 .00000 -421.50 -422.01 -1062.6 641.13 640.88 951 -421.44 -1062.5 -421.96 -.37381 .00000 .00000 -421.44 -421.96 -1062.5 641.0 C 0 640.83 i952 -421.35 -1062;4 -421.87 -.26954 .00000 .00000 -421.35 -421.87 -1062.4 641.C a ,640.80 953 -421.19 -1062.2 -421.73 -.13415 .00000 .00000 -421.1.9 -421.73 -1062.2 641.C to 640.77 954 -420.95 -1062.0 -421.53 .33614E-01 .00000 .00000 -420.95 -421.53 -1062.0 641.( ^ 640.76 955 -420.63 -1061.7 -421.27 .22716 .00000 .00000 -420.63 -421.27 -1061.7 641.2 cD 640.79 956 -420.21 -1061.5 -420.95 .42545 .00000 .00000 -420.21 -420. 95 -1061.5 641.3 0 640.87 957 -419.76 -1061.2 -420.64 .58417 .00000 .00000 -419.76 -420.64 -1061.2 641.t._ 641.04
i 958 -419.35 -1061.2 -420.41 .62524 .00000 .00000 -419.35 -420.41 -1061.2 641.88 641.35 959 -419.16 -1061.6 -420.42 .42656 .00000 .00000 -419.16 -420.42 -1061.6 642.46 641.83 960 -419.46 -1062.7 -420.90 -.18441 .00000 .00000 -419.46 -420.90 -1062.7 643.25 642.53 961 -420.66 -1064.9 -422.16 -1.4258 .00000 .00000 -420.66 -422.16 -1064.9 644.25 643.50
- POST1 NODAL STRESS LISTING *****
LOAD STEP- I SUBSTEP= 1 TIME= 1.0000 LOAD CASE= 0 THE FOLLOWING X,Y, Z VALUES ARE IN GLOBAL COORDINATES NODE SX SY Sz SXY SYZ Sxz S1 S2 S3 SINT SEQV 962 -423.26 -1068.7 -424.63 -3.5339 .00000 .00000 -423.24 -424.63 -1068.7 645.47 644.78 963 -427.81 -1074.6 -428.73 -6. 6931 .00000 .00000 -427.74 -428.73 -1074.7 646.91 646.42 964 -434.73 -1083.1 -434.86 -10.903 .00000 .00000 -434.55 -434.86 -1083.2 648.69 648.54 965 -443.96 -1094.3 -443.07 -15.760 .00000 .00000 -443.07 -443.58 -1094.7 .9651-.6l r 651.35 966 -454.45 -1107.8 -452.75 -20.150 .00000 .00000 -452.75 -453.83 -1108.4 655.69 655.15 967 -463.21 -1121.5 -461.82 -22.042 .00000 .00000 -461.82 -462.48 -1122.2 660.3 c 660.07 a 968 -465.13 -1130.1 -466.08 -19.062 .00000 .00000 -464.58 -466.08 -1130.7 666.C 665.34 969 -453.34 -1121.5 -457.78 -12.091 .00000 .00000 -453.12 -457.78 -1121.7 668.' w 666.27 970 -428.43 -1068.8 -426. 45 -16.821 .00000 .00000 -426.45 -427.99 -1069.2 642.' 2 642.02 971 -392.82 -914.50 -351.06 -56. 600 .00000 .00000 -351.06 -386.75 -920.57 569.' < 552.53 972 -314.34 -575.72 -188.16 -83.525 .00000 .00000 -188.16 -289.93 -600.13 411. o 371.68 973 -254.66 -364.87 -82.892 -80.131 .00000 .00000 -82.892 -212.51 -407.01 324.: '% 282.56 C.
974 -563.36 -1677.7 787.70 -199. 91 .00000 .00000 787.70 -528.59 -1712.5 2500.2 2166.2 975 -547.90 881.74 1526.2 -196.85 .00000 .00000 1526.2 908.35 -574.51 2100.7 1870.0 976 -180.00 -10440. -1759.5 -194.20 .00000 .00000 -176.33 -1759.5 -10443. 10267.
.00000 9574.2 977 -130.45 -8958.2 -1286.0 -185.73 .00000 .00000 -126.54 -1286.0 -8962.1 8835.6 8316.7 978 -76.681 -7553.1 -838.25 -177.36 .00000 .00000 -72. 476 -838.25 -7557.3 7484.8 7132.9 979 -451.68 -1103.2 -451.68 .00000 .00000 .00000 -451.68 -451.68 -1103.2 651.54 651'.54
~**** POSTi NODAL STRESS LISTING ***** LOAD STEP- 1 SUBSTEP= 1 TIME- 1.0000 ,LOAD CASE= 0 THE FOLLOWING X,Y,,Z VALUES ARE IN GLOBAL COORDINATES NODE, SX SY- Sz - ,sx,SXY -
- SYZ Sxz S1 S2 S3 SINT SEQV 980 -449.77 -1105.2 -451.26 -.52051E-01 .00000 .00000 -449.77 -451.26 -1105.2 655.44 654.70 981 -449.37 -1107.3 -439.20 -3.9092 .00000 ;00000 -439.20 -449.35 -1107.4 1668_&I?7 r 663.15 982 -445.87 -1086.1 -432.'67 -2.1520 .00000 .00000 -432.67 -445.87 -1086.1 653. 46 646.96 983 -442.62 -1095.1 -440.22 -.13828 .00000 .00000 -440.22 -442.62 -1095.1 654. 9 ICa c)
- 653.73 984 -442.28 -1094.4 -441.23 -.47945 .00000 .00000 -441.23 -442.28 -1094.4 653.3 652.67 a; 985 -442.58 -1094.2 -442.11 -.46766 .00000 .00000 -442.11 -442.58 -1094.2 652.( to 651.85 6
986 -442.41 -1093.9 -442.37, -.43521 .00000 .00000 -442.37 -442.41 -1093.9 651.! t 651.54 987 -442.26 -1093.7 -442.46 -.42294, .00000, .00000 -442.26 -442.46 -1093.7 651. C 651.36 U' 988 -442.15 -1093.6 -442.48 -.40205 .00000 .00000 -442.15 -442.48 -1093.6 651.' 0 651.26 989 -442.07 -1093.64 -442.46, -.35879 .00000 .00000 -442.07. -442.46 -1093.4 651.:: I19. 651.18
. , I. ,, -- : .
;,I
0 . 990 -442.00 -1093.3 -442.42 -.28090 .00000 .00000 -442.00 -442.42 -1093.3 651.30 651.09 991 -441.96 -1093.1 -442.35 -.16186 .00000 .00000 -441.96 -442.35 -1093.1 651.17 650.98 992 -441.92 -1092.9 -442.26 .23341E-02 .00000 .00000 -441.92 -442.26 -1092.9 650.98 650.81 993 -441.90 -1092.6 -442.15 .20966 .00000 .00000 -441.90 -442.15 -1092.6 650.73 650.60 994 -441.90 -1092.3 -442.04 .44667 .00000 .00000 -441.90 -442.04 -1092.3 650.42 650.35 995 -441.93 -1092.0 -441.96 .67948 .00000 .00000 -441.93 -441.96 -1092.0 650.11 650.09 996 -442.02 -1091. 9 -441.96 .84 193 .00000 .00000 -441.96 -442.02 -1091.9 649.93 649.90 997 -442.19 649.90
-1092.1 -442.13 .82261 .00000 .00000 -442.13 -442.19 -1092.1 649.94
- POSTi NODAL S'TRESS LISTING *****
LOAD STEP- 1 SiEUBSTEP= 1 TIME= 1.0000 LOAD CASE- 0 THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES NODE SX SY Sz SXY SYZ Sxz Si S2 S3 SEQV 998 -442.48 -1092.8 -442.56 .45242 .00000 .00000 -442.48 -442.56 -1092.8 650.33 650.29 999 -442.92 -1094.5 -443.41 -.49925 .00000 .00000 -442.92 -443.41 -1094.5 651.5 n 651.35 1000 -443.50 -1097.6 -444.84 a
-2.3126 .00000 .00000 -443.49 -444.84 653.44 -1097.6 654.3 2 1001 -444.19 -1102.6 -446. 98 -5. 2651 .00000 .00000 -444.14 -446. 98 -1102.6 657.04 658.4 1002 -444.84 -1109.8 -449.92 -9.5239 Ni
.00000 .00000 -444.71 -449.92 -1109.9 662.64 665.; v 1003 -445.13 -1119.4 -453.51 -14.926 .00000 .00000 -444.80 -453.51 -1119.8 670.67 674.5 c 1004 -444.42 -1131.1 -457.30 -20. 654 .00000 .00000 -443.80 -457.30 -1131.7 681.26 687. ° 1005 -441.53 -1142.9 -460.04 -24.748 .00000 .00000 -440.66 -460.04 -1143.8 693.65 703.;.
oQ
1006 -434.44 -1151.6 -459.54 -23. 714 .00000 .00000 -433.66 -459.54 -1152.4 718.74 706.16 1007 -418.50 -1150.0 -451.08 -12.596 .00000 .00000 -418.28 -451.08 -1150.2 731.93 716.09 1008 -382.08 -1129.2 -426.40 12. 130 .00000 .00000 -381.88 -426.40 -1129.4 747.48 i26.24 1009 -288.86 -1074 .9 -365.00 43. 422 .00000 .00000 -286.47 -365.00 -1077.2 790.78 754.59 1010 -115.03 -983.62 -253.96 48.801 .00000 .00000 -112.30 -253.96 -986.35 874.05 812.54 1011 5.5492 -676.49 -75. 526 16.226 .00000 .00000 5.9350 -75.526 -676.87 682.81 645.94 1012 18.612 -125.40 150.26 -6.1607 .00000 .00000 150.26 18. 875 -125.66 275.92 239.05 1013 188.86 -3044.9 852.79 -22. 896 .00000 .00000 852.79 189.02 -3045.1 3897.9 3612.0 1014 213.84 2199.7
- 2405.3 -22.531 .00000 .00000 2405.3 2199.9 213.59 2191.7 2096.6 -1,8..5.. . I 1015 118.61 -1841.6 -67.690 .00000 .00000 118.99 -1841.6 -11856. 11975.
11125.
. . A . ** POSTl NODAL STRESS LISTING X LOAD STEP= 1 SUBSTEP= 1 TIME= 1.0000 LOAD CASE- 0 *j - i!' r THE FOLLOWING X,Y,,Z VALUES ARE IN GLOBAL COORDINATES NODE SX SY Sz SXY SYZ Sxz S1 S2 S3 SINT ?
SEQV rp 1016 19.558 -9022.5 -1004.6 -75.886 .00000 .00000 20.195 -1004.6 -9023.1 9043. 0 8577.0 1017 -73.836 -6109.0 -152.75 -83.931 .00000 .00000 -72. 669 -152.75 -6110.1 6037. I 5997.8 1018 -474.43 -1138.4 -474.43 .00000 .00000 .00000 -474.43 -474.43 -1138.4 663.5 b 663.98 ;u 1019 -474.05 -1137.0. -474.10. 3.0090 .00000 .00000 -474.04 -474.10 -1137.0 662.S < 662.91' 1020 -472.50 -1138.7 -468.20. 19.225 .00000 .00000 -468.20 -471.95 -1139.3 671.( °0 669.19 1021 -469.11 -1132.1 -458.45 10.134 .00000 .00000 -458.45 -468.95 -1132.2 673.;,,: 668.60 I 1
1022 -466.38 -1129.8 -458.21 -15.043 .00000 .00000 -458.21 -466.04 -1130.2 671.97 668.09 1023 -465.43 -1129.0 -461.27 -12.512 .00000 .00000 -461.27 -465.19 -1129.3 668.00 666.04 1024 -465.03 -1128.9 -462.91 -10.437 .00000 .00000 -462.91 -464.87 -1129.1 666.19 665.22 1025 -464.86 -1128.6 -463.71 -9.0049 .00000 .00000 -463.71 -464 .74 -1128.8 665.05 664.53 1026 -464.81 -1128.5 -464.20 -7.9384 .00000 .00000 -464.20 -464 .72 -1128.5 664.34 664.09 1027 -464.80 -1128.3 -464.49 -7.1006 .00000 .00000 -464.49 -464.73 -1128.3 663.85 663.74 1028 -464.82 -1128.1 -464.67 -6. 4049 .00000 .00000 -464.67 -464.75 -1128.2 663.50 663.46 1029 -464.85 -1127.9 -464.78 -5.8019 .00000 .00000 -464.78 -464.80 -1128.0 663.19 663.18 1030 -464.93 -1127.7 -464.85 -5.2573 .00000 .00000 -464.85 -464.89 -1127.7 662.89 662.87 1031 -465.05 -1127.4 -464.89 -4.7499 .00000 .00000 -464.89 -465.02 -1127.5 662.57 662.50 1032 -465.23 -1127.1 -464.93 -4.2684 .00000 .00000 -464.93 -465.21 -1127.1 662.19 662.05 1033 -465.50 -1126.8 -464.99 -3.8144 .00000 .00000 -464.99 -465.48 -1126.8 661.78 661.54
- POSTi NODAL STRESS LISTING *****
LOAD STEP= 1 SUBSTEP= 1 TIME- 1.0000 LOAD CASE= 0 w D rn m THE FOLLOWING X,Y, Z VALUES ARE IN GLOBAL COORDINATES AD NODE SX SY Sz SXY SYZ Sxz to Si S2 S3 SIN to SEQV 6 1034 -465.85 -1126.5 -465.13 -3.4078 .00000 .00000 -465.13 -465.83 -1126.5 661..CX 661.02 1035 -466.26 -1126.4 -465.38 -3.0937 .00000 .00000 -465.38 -466.25 -1126.4 661.( C 660.62 1036 -466.70 -1126.8 -465.82 -2.9516 U6
.00000 .00000 -465.82 -466.69 -1126.8 661.( ° 660.57 1037 -467.06 -1128.0 -466.52 -3.1014 .00000 .00000 -466.52 -467.05 -1128.0 661.20 66. , 1.
S .00000 -467.13 -467.55 -1130.4 663.22 1038 -467.15 -1130.3. -467.55 -3.7052 .00000 663.01 1039 -466.69 -1134.4 -468.93 -4.9501 .00000 .00000 -466. 66 -468.93 -1134.4 667.75 666.62 1040 -465.28 -1140.6 -470.65 -7.0102 .00000 .00000 -465.21 -470.65 -1140.7 675.45-672.74 1041 -462.42 -1149. 2 -472.50 -9.9405 .00000 .00000 -462.28 -472.50 -1149.3 687.02 681.97 1042 -457.61 -1159. 9 -474.13 -13.527 .00000 .00000 -457.35 -474.13 -1160.2 702.83 694.59 1043 -450.49 -1171.4 -474.73 -16. 966 .00000 .00000 -450.09 -474.73 -1171.8 721.70 709.70 1044 -441.21 -1180.9 -473.26 -18.554 .00000 .00000 -440.74 -473.26 -1181.4 740.62 724.90 1045 -430.60 -1182.2 -467.67 -15. 071 .00000 .00000 -430.30 -467.67 -1182.5 752.24-734.27 1046 -420.39 -1167.8 -455.83 -1.4522 .00000 .00000 -420.39 -455.83 -1167.8 747.44 730.37 1047 -409.49 -1124.3 -432.45 30.378 .00000 .00000 -408.20 -432.45 -1125.6 717.35 705.54 1048 -385.03 -1048.9 -391.80 90. 459 .00000 .00000 -372.92 -391.80 -1061.0 688.11 678.87 1049 -282.94 -943.97 -309.01 164.91 .00000 .00000 -244.09 -309.01 -982.83 738.74 708.52-1050 -69.576 -810.45 -167.81 153.91 .00000 .00000 -38.873 -167.81 -841.15 746.21 1051 62.025 -555. 97 -10. 560 108.61 .00000 .00000 80.558 -10. 560 -574 .50 655. OR 3:: D 614.59 a, POSTi NODAL STRESS LISTING ***** LOAD STEP= 1 S LUBSTEP= 1 TIME= 1.0000 LOAD CASE= 0 THE FOLLOWING X,Y, Z VALUES ARE IN GLOBAL COORDINATES NODE SX SY Sz SXY SYZ Sxz S1 S2. S3 . SINTS SEQV 1052 -138.98 -2549.9 .865.08 58.536, .00000 .00000 865.08 -137.56 -2551.3 3416.. 0 3041.6 1053 -116.44 1659.5 2102.7 57.668 .00000 .00000 2102.7 1661.4 -118.31 2221. 2036.5
1054 186.36 -11432. -1733.5 90.959 .00000 .00000 187.07 -1733.5 -11433. 11620. 10788. 1055 80.362 -9031.7 -1029.6 90.603 .00000 .00000 81.263 -1029.6 -9032.6 9113.8 8612;3 1056 -22.332 -6605.3 -326.43 90. 244 .00000 .00000 -21.095 -326.43 -6606.5 6585.4 6438.2 1057 -484.71 -1156.2 -484 .71 .00000 .00000 .00000 -484.71 -484.71 -1156.2 671.48 671.48 1058 -487.13 -1156.0 -485.62 .89164 .00000 .00000 -485.62 -487.13 -1156.1 670.43 669.67 1059 -486.94 -1148.5 -485.99 .21807 .00000 .00000 -485.99 -486.94 -1148.5 662.55 662.08 1060 -482.44 -1167.7 -476.80 51. 617 .00000 .00000 -476.80 -478.58 -1171.6 694.76 693.87 1061 -479.75 -1147.6 -465.37 89. 221 .00000 .00000 -465.37 -468.04 -1159.3 693.96 692.63 1062 -478.33 -1148.6 -471.36 71. 444 .00000 .00000 -470.79 -471.36 -1156.1 685.30 685.01 1063 -477.23 -1148.2 -473.50 59. 846 .00000 .00000 -471.93 -473.50 -1153.5 681.53 680.75 1064 -477.05 -1147.9 -474.86 51. 361 .00000 .00000 -473.15 -474.86 -1151.8 678.69 677.83 1065 -477.07 -1147.7 -475.71 44.960 .00000 .00000 -474.07 -475.71 -1150.7 676.68 675.86 1066 -477.17 -1147.5 -476.26 39. 960 .00000 .00000 -474.79 -476.26 -1149.9 .P675_yv12 r 674.39 1067 -477.28 -1147.4 -476.65 35. 967 .00000 .00000 -475.36 -476.65 -1149.3 673.93 673.29 I 1068 -477.43 -1147.2 -476.91 32.716 .00000 .00000 -475.83 -476.91 -1148.8 672.9 c 672.38 a 1069 -477.61 -1146.9 -477.11 30.031 .00000 .00000 -476.26 -477.11 -1148.3 671.'- 671.57 (0
- POST1 NODAL STRESS LISTING *****
LOAD STEP= 1 SUBSTEP- 1 TIME- 1.0000 LOAD CASE; 0 j Xo _.c THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES I0 NODE SX SY SZ SXY SYZ Sxz Si S2 . S3 SIN' - SEQV maJ
0 .00000 .00000 -476.71 -477.28 -1147.8 671.06 1070 -477.86 -1146.6 -477.28 27. 788 670.77
-478.20 -1146.3 -477.44 25. 894 .00000 .00000 -477.19 -477.44 -1147.3 670.07 1071 669.95 1072 -478.64 -1145.9 -477 .64 24.276 .00000 .00000 -477. 64 -477.76 -1146.8 669.15 669.09 1073 -479.18 -1145.6 -477.92 22.868 .00000 .00000 -477.92 -478.39 -114 6.4 668.51 668.27 1074 -479.77 -1145.6 -478.33 21. 600 .00000 .00000 -478.33 -479.07 -1146.3 668.00 667.63 1075 -480.30 -1146.1 -478.91 20.390 .00000 .00000 -478.91 -479.68 -1146.8 667.84 667.46 1076 -480.58 -1147.5 -479.70 19. 138 .00000 .00000 -479.70 -480.03 -1148.0 668.33 668.16 1077 -480.26 -1150.2 -480.72 17.722 .00000 .00000 -479.79 -480.72 -1150.6 670.84 670.38 1078 -478.90 -1154.6 -481.91 16.015 .00000 .00000 -478.52 -481.91 -1155.0 676.50 674.81 1079 -475.89 -1161.4 -483.15 13.894 .00000 .00000 -475.60 -483.15 -1161.7 686.11 682.36 1080 -470.62 -1170.5 -484.11 11.341 .00000 .00000 -470.44 -484.11 -1170.7 700.28 693.55 1081 -462.71 -1181.8 -484.46 8.4855 .00000 .00000 -462.61 -484.46 -1181.9 719.30 708.63
-452.50 -1192.9 -483.34 5.9295 .00000 .00000 -452.45 -483.34 -1193.0 740.&, -
1082 725.56 1083 -441.90 -1201.3 -480.51 4.7814 .00000 .00000 -441.87 -480.51 -1201.3 759.48 740.92 1084 -435.98 -1198.3 -474.73 7.5154- .00000 .00000 -435.90 -474.73 -1198.4 762.4 m 743.83 1085 -445.85 -1178.0 -4 68. 59 17. 947 .00000 .00000 -445.41 -468.59 -1178.4 732.9 v 721.69 1086 -496.09 -1119. 1 -464.69 45.139 .00000 .00000 -464.69 -492.84 -1122.4 657.7 to 644.10 1087 -641.57 -1029. 5 -490.08 104.10 .00000 .00000, -490.08 -615.40 -1055.7 565.E ! 514.51
- POST1 NODAL STRESS LISTING *****
LOAD STEP= 1 SUBSTEP= 1 TIME= 1.0000 LOAD CASE= 0
THE FOLLOWING X,YZ VALUES ARE IN GLOBAL COORDINATES NODE Sx SY Sz SXY SYZ Sxz Si S2 S3 SINT SEQV 1088 -967.84 -883.03 -573.31 205.13 .00000 .00000 -573.31 -715.96 -1134.9 561.59 505.59 1089 -1376.3 -882.97 -760.66 240.45 .00000 .00000 -760.66 -785.15 -1474.1 713.40 701.48 1090 -1564.7 -1016.0 -904.73 216.09 .00000 .00000 -904.73 -941.11 -1639.6 734.84 717.34 1091 1053.2 -1203.3 1053.2 .00000 .00000 .00000 1053.2 1053.2 -1203.3 2256.5 2256.5 1092 1050.1 -1157.3 1054.7 42. 626 .00000 .00000 1054.7 1050.9 -1158.1 2212.9 2211.0 1093 1045.6 -1202.5 1035.9 70.801 .00000 .00000 1047.8 1035.9 -1204.7 2252.6 2246.6 1094 1055.4 -1137.5 1062.8 44. 636 .00000 .00000 1062.8 1056.3 -1138.4 2201. 3 2198.0 1095 1047.7 -1184.6 1045.2 33.123 .00000 .00000 1048.2 1045.2 -1185.1 2233.3 2231.8 1096 1048.3 -1171.9 1049.1 26.798 .00000 .00000 1049.1 1048.6 -1172.3 2221.4 2221.1 1097 1050.3 -1174.1 1049. 6 21. 828 .00000 .00000 1050.5 1049.6 -1174.3 2224.8 2224.4 1Q98 1049.0 -1173.8 1049.2 18. 934 .00000 .00000 1049.2 1049.2 -1174.0 i22c23. 2223.2 1099 1049.7 -1173.4 1049.6 16.411 .00000 .00000 1049.8 1049.6 -1173.6 2223.3 2223.3 I 1100 1049.3 -1173.4 1049.5 14.649 .00000 .00000 1049.5 1049.4 -1173.5 2223., 2223.0 I0 1101 1049.5 -1173.1 1049.7 13.140 .00000 .00000 rp 1049.7 1049.6 -1173.2 2222. 0 2222.8 1102 1049.4 -1172.9 1049.7 11. 960 .00000 .00000 1049.7 1049.5 -1173.0 2222. 2222.6 1103 1049.5 -1172.6 1049.8 10. 951 .00000 .00000 1049.8 1049.6 -1172.7 2 v 2222.4 1104 1049.5 -1172.3 1049.8 10. 111 .00000 .00000 1049.8 1049.6 -1172.4 2222. c_.o 2222.1 Dn 1105 1049.6 -1171.9 *1049.9 9.3868 .00000 .00000 1049.9 1049.6 -1172.0 2221. ° 2221.7
- POSTl NODAL STRESS LISTING *****
3rp
LOAD STEP- I SUBSTEP= 1 TIME= 1.0000 LOAD CASE- '0 THE FOLLOWING X,'f,Z VALUES ARE IN GLOBAL COORDINATES SY Sz - SXY SYZ Sxz Si S2 *S3 SINT NODE SX SEQV
-1171.6 1050.0 8.7599 .00000 .00000 1050.0 1049. 6 -1171.6 2221.6 1106 1049.6 2221.4
-1171.3 1050.1 -8.2157 .00000 .00000 1050.1 1049.7 -1171.3 2221.4 1107 1049.7 2221.2 1049.7 -1171.4 1050.1 7.7251 .00000 .00000 1050.1 1049.8 -1171.4 2221.5 1108 2221.3 1049.9 -1171.9 1049.9 7.3081 .00000 .00000 1049.9 1049.9 -1172.0 2221.9 1109 2221.9 1049.9 -1173.6 1049.5 6.8960 .00000 .00000 1049.9 1049.5 -1173.6 2223; 4 1110 2223.2 1111 1050.1 -1176.4 1048.7 6.5908 .00000 .00000 1050.1 1048.7 -1176.5 2226.5 2225.8 1112 1049.8 -1181.5 1047.2 6.1838 .00000 .00000 1049.8 1047.2 -1181.6 2231.3 2230.1 1113 1050.2 -1188.5 1045.4 6.0406 .00000 .00000 1050.2 -1045.4 -1188.5 2238.7 2236.3 1048.8 -1198.8 1042.3 5.4731 .00000 .00000 .1048.8 -1042.3 -1198.8 224Qs7 r 1114 2244.4 1115 1049.9 -1209.1 1039.9 5.7364 .00000 .00000 1049.9 1039.9 -1209.1 2259.0 2254.0 1116 1045.3 -1222.2 1035.4 4.5089 .00000 .00000 1045.3 1035.4 -1222.2 2267. c 2262.6 1117 1049.8 -1224.3 1036.3 6.0844 .00000 .00000 1049.8 1036.3 -1224.3 2274..T 2267.4 1118 1036.0 -1225.5 1032.9 2.5606 .00000 .00000 1036.0 1032.9 -1225.5 2261. (P
- 0I 2260.0 1119 1054.9 -1180.0 1051.2 8.5836 .00000 .00000 1054.9 1051.2 -1180.0 2234. ^
2233.1 1120 1004.4 -1136.8 1050.5 -3. 6371 .00000 .00000 1050.5 1004.5 -1136.8 2187. c 2164.6 1121 1075.8 -942.41 .1124.0 18.891 .00000 .00000 1124.0 1076.0 -942.59 2066. 0 2043.0 1122 971.43 -895.72 1109.5 -18.907 .00000 .00000 1109.5 971.62 -895.92 2005.-. 1940.1
0 1123 3004.8 -604.30 1791.1 444.16 .00000 .00000 3058.6 1791.1 -658.16 3716.8 3272.6
- POSTi NODAL STRESS LISTING *****
LOAD STEP= 1 SUBSTEP= 1 TIME= 1.0000 LOAD CASE= 0 THE FOLLOWING X,Y, Z VALUES ARE IN GLOBAL COORDINATES NODE SX SY Sz SXY SYZ Sxz S1 S2 S3 SINT SEQV 1124 1263.6 -2066.8 901.39 191.82 .00000 .00000 1274.7 901.39 -2077.8 3352.5 3182.3 1125 -757.87 936.31 1172.5 -194.68 .00000 .00000 1172.5 958.39 -779.95 1952.4 1854.7 1126 -770.70 -8338.8 -1615.4 1103.0 .00000 .00000 -613.23 -1615.4 -8496.2 7883.0 7432.8 1127 -646.12 -9208.6 -1830.5 904.47 .00000 .00000 -551.62 -1830.5 -9303.1 8751.5 8187.3 1128 -516.96 -9401.5 -1837.2 709.14 .00000 .00000 -460.71 -1837.2 -9457.8 8997.1 8393.9 1129 1043.4 -1203.3 1043.4 .00000 .00000 .00000 1043.4 1043.4 -1203.3 2246.8 2246.8 1130 1055.7 -1159.4 1050.1 -46. 357 . 00000 .00000 1056.6 1050.1 -1160.4 ,021-k-O0 r 2213.8 1131 1050.0 -1199.4 1046.0 -68.703 .00000 .00000 1052.1 1046.0 -1201.5 2253. 6 2250.6 1132 1042.9 -1138.9 1056.5 -45. 497 .00000 .00000 1056.5 1043.9 -1139.8 2196. o 2190.0 1133 1052.3 -1184.8 1045.2 -33.556 .00000 .00000 1052.8 1045.2 -1185.3 2238. ° 2234.4 1134 1050.6 -1171.5 1050.7 -26.158 .00000 .00000 1050.9 1050.7 -1171.8 2222. 2222.6 1135 1048.7 -1174.3 1048.7 -22.203 .00000 .00000 1048.9 1048.7 -1174.6 2223. -i 2223.4 23 1136 1049.9 -1173.7 1049.6 -18.735 .00000 .00000 1050.0 1049.6 -1173.9 2223. C 2223.7 1137 1049.2 -1173.5 *1049.4 -16.515 .00000 .00000 1049.4 1049.3 -1173.6 2223. ° 2223.0 1138 1049.6 -1173.4 1049.6 -14.596 .00000 .00000 1049.7 1049.6 -1173.5 2223..L 2223.1
-13.167 .00000 .00000 1049.6 1049.5 -1173.2 2222.8 1139 1049.4 -1173.1 1049.6 2222.7 -1173.0 2222.7 1049.7 -11.946 .00000 .00000 -1049.7 1049.6 1140 1049.5 -1172.9 2222.6 1049.8 -1172.7 2222.5
-1172.6 1049.8 -10. 957 .00000 .00000 1049.6 1141 1049.5 2222.3
- POSTI NODAL STRESS LISTING *****
LOAD STEP= 1 SUBSTEP= 1 TIME= 1.0000 LOAD CASE- 0 THE FOLLOWING X,Y, Z VALUES ARE IN GLOBAL COORDINATES SXY SYZ Sxz S1' S2-. ' S3 SINT NODE SX SY Sz
-SEQV -1172.4 2222.2 1049.9 -10.108 .00000 .00000 1049.9 1049. 6 1142 1049.5 -1172.3 2222.1 2221;9 1049.9 -9.3860 .00000 .00000 1049.9 1049. 6 -1172.0 1143 1049.6 -1171.9 2221.7 2221.6 1050.0 -8.7598 .00000 .00000 1050.0 1049.6 -1171.6 1144 1049.6 -1171.6 2221.4 2221.4
-1171.3 1050.1 -8.2074 .00000 .00000 1050.1 1049.6 -1171.3 1145 1049.6 2221.2 ,22a4, .
1050.0 7294
-7*. .00000 .00000 1050.0 1049.6 -1171.4 1146 1049.6 -1171.4 2221.2 2221.R 1049.8 -7.2835 .00000 .00000 1049.8 1049.5 -1172.0 1147 1049.5 -1171.9 D
2221.6 2223. o
-6.9200 .00000 .00000 1049.5 1049.3 -1173.6 1148 1049.5 -1173.6 1049.3 C m
2223.0 6 1048.4 -6.5225 .00000 .00,000 1049.2 1048.4 -1176.4 2225 1149 1049.2 -1176.4 ID 2225.2 1047.0 -6.2875 .00000 .00000 1049.3 1047.0 -1181.6 2230 1150 1049.3 -1181.5 2229.7 1044.9 -5.8401 .00000 .00000 1048.6 1044.9 -1188.5 2237 p 1151 1048.6 -1188.5 2235.2 1042.3 -5.8624 .00000 .00000 1049.5 1042.3 -1198.9 2248 ._ 1152 1049.5 -1198.9 2244.8 2256' °
-1209.0 *1039.3 -5.0956 .00000 .00000 1047.7 1039.3 -1209.0 1153 1047.7 2252.5
-1222.4 1036.7 -5.8646 .00000 .00000 1051.4 1036.7 -1222.4 2273. o 1154 1051.4 2266.5
0 1155 1046.0 -1224.0 1035.7 -3.8807 .00000 .00000 1046.0 1035.7 -1224.0 2270.0 2264.9 1156 1058.8 -1226.1 1039.0 -7.0668 .00000 .00000 1058.9 1039.0 -1226.1 2284.9 2275.1 1157 1039.6 -1179.1 1048.8 -.78947 .00000 .00000 1048.8 1039.6 -1179.1 2227.9 2223.3 1158 1090.5 -1138.5 1074.2 -12.893 .00000 .00000 1090.6 1074.2 -1138.6 2229.2 2221.1 1159 1022.1 -939.43 1115.8 9.6564 .00000 .00000 1115.8 1022.1 -939.48 2055.3 2010.1
- POSTI NODAL STRESS LISTING *****
LOAD STEP= 1 SUBSTEP= 1 TIME- 1.0000 LOAD CASE= 0 THE FOLLOWING X,Y, Z VALUES ARE IN GLOBAL COORDINATES NODE SX SY Sz SXY SYZ Sxz Si S2 S3 SINT SEQV 1160 1131.3 -900.45 1151.2 -28. 177 .00000 .00000 1151.2 1131.7 -900.84 2052.0 2042.4 1161 -893.91 -583.97 643.46 435.43 .00000 .00000 643.46 -276.76 -1201.1 1844.6 1597.5 1162 -2268.3 -2164.6 -301.80 193.89 .00000 .00000 -301.80 -2015.7 -2417.1 T 1945.9 1163 -1269.4 880.43 880.48 -565.83 .00000 .00000 1020.3 880.48 -1409.2 2429. r-2362.7 1164 2837.7 -6078.2 -28. 324 600.92 .00000 .00000 2878.0 -28.324 -6118.5 7952.2 1165 1881.6 -9183.0 -1211.5 517.87 .00000 .00000 1905.8 -1411.5 -9207.2 1111 ° 9928.4 aD 1166 920.33 -11743. -2237.8 436.14 .00000 .00000 935.33 -2237.8 -11758. 1269. ( 11442. -.4 1167 701.38 -1187.5 701.38 .00000 .00000 .00000 701.38 701.38 -1187.5 1888. p 1888.8 ;a 1168 701.62 -1190.4 701.10 .88286 .00000 .00000 701.62 701.10 -1190.4 1892. < 1891.7 1169 708.57 -1182.7 '700. 00 0 46.851 .00000 .00000 709.73 700.00 -1183.8 1893. 3 1888.7 1170 710. 15 -1159.8 708.39 74.281 .00000 .00000 713.10 708.39 -1162.7 1875.u 1873.5
0 703.17 -1187.1 700.18 54.504 .00000 .00000 704 .74 700.18 -1188.6 1893.4 1171 1891.1 701'.35 -1183.5 701.44 44. 958 .00000 .00000 702.42 701.44 -1184.6 1887.0
,1172 1886.5 703.42 -1182.9 702.81 36. 920 .00000 .00000 704. 14 702.81 -1183.6 1887.8 1173 1887.1 1174 703'.36 -1183.3 703.01 31. 510 .00000 .00000 703.89 703.01 -1183.8 1887.7 1887.3 703.29 -1182.7 703.34 27. 588 .00000 .00000 703.69 703.34 -1183.1 1886.7 1175 1886'. 6 703.30 -1182.7 703.41 24.4 93 .00000 .00000 703.62 703. 41 -1183.0 1886. 6 1176 1886.5 703.31 -1182.4 .703.55 22.04 4 .00000 .00000 703.56 703.55 -1182.6 1886.2 1177 1886.2
- POSTi NODAL STRESS LISTING *****
LOAD STEP- 1 SUBSTEP- 1 TIME- -;1 .0000'. LOAD CASE-' 0 ' i THE FOLLOWING X,Y,,Z VALUES ARE IN GLOBAL COORDINATES
., -. Sy .f NODE SX sy Sz SXY SYZ Sxz Si S2 S3 SINT
-SEQV;'
703.33 -1182.2 703.63 20.028 .00000 .00000 703.63 703.55 -1182.4 e 4188fi 1178 1886.0 1179 703.35 -li81.9 703.73 18.359 .00000 .00000 703.73 703.53 -1182.1 1885.0 x 1885.7 1180 703.40 il81.6 703.82 16.947 .00000 .00000 703.82 703.55 -1181.8 1885.- 1885.4 1181 703.46 -1181.2 703.94 15.741 .00000 .00000 703.94 703.59 -1181.4 1885. (0
° 1885.1 1182 703.55 -1180.9 704.05 14.698 .00000 .00000 704.05 703.66 -1181.0 1885. 8 1884.8 1183 703.68 -1180.6 704.14 13.787 .00000 .00000 704.14 703.78 -1180.7 1884. J 1884.7 1184 703.85 -1180.7 704.16 12.-989 .00000 .00000 704.16 703;94 -1180.7 1884. <
1884.8 1185 704.07 -1181.2 -704.'05 12.271 . 00000 .00000 704 .15 704.05 -1181.3 1885. ° 1885.4 1186 704.31 -1182.8 703.66 11. 635 .00000 .00000 704 .39 703.66 -1182.9 1887. a 1886.9
. I
1187 704.52 -1185.7 702.95 11.026 .00000 .00000 704.58 702.95 -1185.8 1890.3 1889.5 1188 704.65 -1190.9 701.58 10.489 .00000 .00000 704.71 701.58 -1190.9 1895. 6 1894 .1 1189 704.45 -1197.7 699.71 9.8811 .00000 .00000 704.50 699.71 -1197.8 1902.3 1899.9 1190 703.87 -1208.3 696.71 9.3991 .00000 .00000 703.91 696.71 -1208.4 1912.3 1908.7 1191 702.17 -1218.2 693.67 8. 6012 .00000 .00000 702.21 693.67 -1218.3 1920.5 1916.2 1192 699.71 -1232.1 689.28 8.2698 .00000 .00000 699.75 689.28 -1232.1 1931.9 1926.7 1193 695.00 -1232.9 688.15 7.0727 .00000 .00000 695.03 688.15 -1232.9 1927.9 1924.5 1194 690.75 -1236.5 686.08 7.6096 .00000 .00000 690.78 686.08 -1236.5 1927.3 1924.9 1195 675.29 -1188.0 695.88 2.5796 .00000 .00000 695.88 675.30 -1188.0 1883.9 1873.7
- POSTi NODAL STRESS LISTING *****
LOAD STEP= 1 SUBSTEP= 1 TIME= 1.0000 LOAD CASE= 0 THE FOLLOWING X,Y, Z VALUES ARE IN GLOBAL COORDINATES NODE SX SY Sz SXY SYZ Sxz 51 S2
- S3 SINT SEQV 1196 649.99 -1157.8 695.95 2.2503 .00000 .00000 695.95 650.00 -1157.8 1853. w 1831.2 1197 666.95 -912.35 770.79 19.873 .00000 .00000 770.79 667.20 -912.60 1683. a 1634.1 to 1198 1222.4 -844.46 954.54 -209.26 .00000 .00000 1243.4 954.54 -865.43 2108. w 1980.2 1199 2455.8 -246.17 1523.9 368.05 .00000 .00000 2505.0 1523.9 -295.41 2800. 2 2461.2 1200 3853.3 -2218.0 1387.6 542.47 .00000 .00000 3901.4 1387.6 -2266.1 6167. 0 5371.6 .,,
1201 4552.7 -297.38 .2230.3 719.47 .00000 .00000 4657.2 2230.3 -401.86 5059. O 4382.5 1 1202 703.92 -1195.6 703.92 .00000 .00000 .00000 703.92 703.92 -1195.6 1899 K 1899.5
1203 704.43 -1197.2 703.91 1.0228 .00000 .00000 704 .43 703.91
.1901.3 -1197.2 1901.6 1204 703.47 -1186.2 701.06 1.8966 .00000 .00000 703.47 701.06 1888.5 -1186.2 1889.7 1205 699.73 -1170.4 701.03 -1.1247 .00000 .00000 701.03 699.73 1870.8 -1170.4 1871.4 1206 .701.82 -1191.5 697.33 -1.2293 .00000 .00000 701.82 1891.-1 697.33 -1191.5 1893.3 1207 701.35 -1190.7 699.36 .31675 .00000 .00000 701.35 699.36 1891.1 -1190.7 1892.1-1208 700.34 -1189.6 699.92 -.44569E-01 .00000 .00000 700.34 1889.7 699.92 -1189.6 1889.9 1209 700.50 -1189.8 700.21 -.16805 .00000 .00000 700.50 700.21 1890.2 -1189.8 1890.3 1210 700.46 -1189.4 700.49 -.10471 .00000 .00000 700.49 700.46 1889.8 -1189.4 1889.8 1211 700.47 -1189.3 700.59 -.10325 .00000 .00000 700.59 700.47 1889.8 -1189.3 1889. 9 1212 700.50 -1189.0 700.73 -.87619E-01 .00000 .00000 700.73 700.50 1889. 6 -1189.0 1889.8 1213 700'.52 -1188.8 o700.81 -.82947E-01 .00000 .00000 700.81 700.52 1889.5 -1188.8 1889.7 POSTI NODAL STRESS LISTING LOAD STEP= 1 SUBSTEP= 1 TIME- 1.0000 LOAD CASE= 0 . :'
THE FOLLOWING X,Y ,Z VALUES-ARE ItVGLOBAL COORDINATES
.w NODE SX - SY C)
Sz- SXY SYZ Sxz .
- SEQV Si S2 S3 SINT:
1214 700.55 -1188.6 700.91 -. 73283E-01 .00000 .00000 1889.3 700.91 700.55 -1188.6 1889. tpio-1215 700.58 0
-1188.2 701.00 -. 65784E-01 .00000 .00000 701.00 700.58 1889.0 -1188.2 1889. t 1216 700.61 -1187.9 701.11 -. 56658E-01 .00000 .00000 701.11 1888.7 700.61 -1187.9 1889. CD 1217 700.63 -1187.5 701.19 -. 46559E-01 .00000 .00000 701.19 1888.4 700.63 -1187.5 1218 700.65 -1187.2 701.25 -. 35829E-01 .00000 .00000 701.25 1888.2 700.65 -1187.2 1888. 0
. j C:7
1219 700.66 -1187.3 701.20 -.22496E-01 .00000 .00000 701.20 700.66 -1187.3 1888.5 1888.2 1220 700.65 -1187.9 701.00 -.12659E-01 .00000 .00000 701.00 700.65 -1187.9 1888.9 1888.7 1221 700.60 -1189.5 700.50 .51543E-04 .00000 .00000 700. 60 700.50 -1189.5 1890.1 1890.0 1222 .700.53 -1192.4 699. 64 -.66209E-02 .00000 .00000 700.53 699.64 -1192.4 1892.9 1892.5 1223 700.38 -1197.4 698.18 -.98120E-02 .00000 .00000 700.38 698.18 -1197.4 1897.8 1896.7 1224 700.26 -1204.5 696.21 -.80087E-01 .00000 .00000 700.26 696.21 -1204.5 1904.8 1902.7 1225 700.03 -1214.7 693.39 -.12990 .00000 .00000 700.03 693.39 -1214.7 1914.8 1911.4 1226 700.04 -1225.3 690. 64 -.37555 .00000 .00000 700.04 690.64 -1225.3 1925.4 1920.7 1227 699.80 -1238.0 687.38 -.45094 .00000 .00000 699.80 687.38 -1238.0 1937.8 1931.6 1228 700.58 -1241.1 687.34 -.91469 .00000 .00000 700.58 687.34 -1241.1 1941.6 1935.1 1229 699.94 -1240.1 688.16 -.78223 .00000 .00000 699.94 688.16 -1240.1 1940.0 1934.2 1230 704.16 -1200.7 701.49 -3.9159 .00000 .00000 704. 17 701.49 -1200.7 1904.9 1903.6 1231 703.89 -1155. 1 715.26 -6.8912 .00000 .00000 715.26 703.92 -1155.2 4874w+Ir 1864.8
- POSTI NODAL STRESS LISTING *****
LOAD STEP= 1 SUBSTEP- 1 TIME= 1.0000 LOAD CASE= 0 THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES NODE SX SY Sz SXY SYZ sxz S1 S2 S3 SINT i SEQV 1232 726.26 -956.34 779.83 18.030 .00000 .00000 779.83 726.45 -956.54 1736. 1710.3 1233 641.21 -716.01 '823.68 175.03 .00000 .00000 823.68 663.42 -738.22 1561. 1488.3 1234 450.15 -352.83 860.71 355.44 .00000 .00000 860.71 584.88 -487.56 1348.., 1233.7
.00000 .00000 317.49 35.533 -1725.9 2043.4 1235 -38.447 -1651.9 317.49 353.32 1918.0 .00000 -483.96 -578.88 -4150.2 3666.3
-4141.5 -578.88 --179.27 .00000 1236 -492.75 3619.8 -294.91 -1845.6 -8581.7 8286.8
-8556.2 -1845.6 -458.82 .00000 .00000 1237 -320.39 7630.6 -114.66 -2684.0 -11632. 11517.
-11626. -2684.0 -265.26 .00000 .00000 1238 -120.77 10472. 704.18 704.18 -1203.7 1907.8
-1203.7 704.18 .00000 .00000 .00000 1239 704.18 1907.8 703.50 702.09 -1203.6 1907.1
-1203.6 703.50 -;41911E-01 .00000 .00000 1240 702.09 1906.4 697.82 -1191.9 1892.0 697.82 -42. 903 .00000 .00000 700.08 1241 699.11 -1190 .9 1890.8 700.16 697.44 -1183.3 1883.5
-1180.3 697.44 -74.905 .00000 .00000 1242 697.18 1882.1 700.11 695.03 -1197.4 189i.5
-1195;.7 695.03 -56.036 .00000 .00000 1243 698.45 1895.0 696.15 -1199. 1 1898.9 696.15 -43. 687 .00000 .00000 699.76 1244 698;76 -1198.1 1897.1 697.29 -1196.9 1895.6 697.29 -36.401 .00000 .00000 698.71 1245 698;01 -1196.2 1894.9 698.04 697.36 -1196.8 1894.9
-1196.3 697.36 -31.337 .00000 .00000 1246 697.52 1894.5 697.64 -1196.4 189s5. r 697.64 -27.354 .00000 .00000 698.02 1247 697.63 -1196.0 1894.3 697.77 -1196.2 1894.2
-1195.9 697.77 -24.305 .00000 .00000 697.95 1248 697.64 I 1894.1 697.89 -1195.9 1893. S
-1195.7 697.89 -21. 8 64 .00000 .00000 697.91 1249 697.66 1893.8 m 6
POST1 NODAL STRESS LISTING ***** Ct LOAD STEP= 1 SUBSTEP= 1 1.0000 LOAD CASE= 0 b TIME= THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES SYZ Sxz S1 S2 S3 SIN' ° NODE SX SY . SZ SXY SEQV -1195:7 1893.- 697.98 -19.871 .00000 .00000 697.98 697.90 1250 697.69 -1195.5 1893.6
1251 697.72 -1195.2 698.07 -18.210 .00000 .00000 698.07 697.89 -1195.4 1893.4 1893.3 1252 697.74 -1194.9 698.17 -16.805 .00000 .00000 698.17 697.89 -1195.0 1893.2 1893.0 1253 697.76 -1194.5 698.27 -15. 600 .00000 .00000 698.27 697.89 -1194. 6 1892.9 1892.7 1254 697.76 -1194 .1 698.35 -14.554 .00000 .00000 698.35 697.88 -1194.2 1892.6 1892.3 1255 697.74 -1193.9 698.38 -13. 635 .00000 .00000 698.38 697.84 -1194.0 1892.3 1892.1 1256 697.69 -1193.9 698.32 -12.822 .00000 .00000 698.32 697.78 -1194.0 1892.3 1892.0 1257 697.60 -1194.5 698.08 -12. 094 .00000 .00000 698.08 697.68 -1194.6 1892.7 1892.5 1258 697.47 -1196.1 697.56 -11. 440 .00000 .00000 697.56 697.53 -1196.1 1893.7 1893.7 1259 697.29 -1199. 0 696.63 -10.852 .00000 .00000 697.35 696.63 -1199. 1 1896.4 1896.1 1260 697.12 -1204.0 695.17 -10.328 .00000 .00000 697.17 695.17 -1204.1 1901.2 1900.2 1261 696.96 -1211.3 693.13 -9.8679 .00000 .00000 697.01 693.13 -1211.3 1908.3 1906.4 1262 697.05 -1221.1 690.48 -9.4 938 .00000 .00000 697.09 690.48 -1221.2 1918.3 1915.0 1263 697.36 -1232.4 687.65 -9.2029 .00000 .00000 697.41 687.65 -1232.5 19244 - 1925.0 1264 698.53 -1243.9 685.16 -9.0401 .00000 .00000 698.57 685.16 -1243.9 1942.5 1935.8 1265 699.75 -1249.2 684.71 -8. 8058 .00000 .00000 699.79 684.71 -1249.2 1949. w 1941.5 c]) 1266 703.47 -1243.8 m 688.17 -9.0994 .00000 .00000 703.52 688.17 -1243.8 1947. 6 1939.7 .A 1267 709.74 -1213.3 699.90 -10.423 .00000 .00000 709.79 699.90 -1213.3 1923. w 1918.2 U'
$n
*** **POSTI NODAL STRESS LISTING *****
;a zip LOAD STEP= 1 SUBSTEP= 1 TIME= 1.0000 LOAD CASE= 0 S.
0 THE FOLLOWING XY,Z VALUES ARE IN GLOBAL COORDINATES
SXY SYZ SXZ S1 S2 S3 SINT NODE SX SY SZ SEQV -1152.9 1889.5 726.30 -16.182 .00000 .000()0 736.56 726.30 1268 736.42 -1152.8 1884.4 680.47 -999.53 1755.6
-999.39 756.05 15.582 .00000 .000( 756.05 1269 680.33 1719.0 1372.0 758.37 142.81 .00000 .000o 758.37 330.55 -613.60 1270 308.44 -591.49 1215.9 1361.9 521.87 350.20 .00000 .000C 521.87 -137.13 -839.98 1271 -517.92 -459.20 1179.6 1389.7 175.69 184.37 .00000 .000c 175.69 -813.12 -1214.1 1272 -934.86 -1092.3 1238.9 4414.1
-952.09 -326.37 .00000 .000C10 -664.22 -952.09 -5078.3 1273 -688.49 -5054.1 4277.4 7861.8
-1814.0 -424.33 .00000 .000c -390.96 -1814.0 -8252.7 1274 -413.92 -8229.7 7255.7
'0
-292.79 .00000 .0000 -258. 92 -2566.6 -10964. 10705.
1275 -266.93 -10956. -2566.6 9758.2 MINIMUM VALUES 425 185 425 382 73 1 1 381 382 NODE 369 185 110.93
-9769.3 -2158.2 .00000 .00000 -2943.5 -9769.3 -15847.
VALUE -13499. -15828. 110.32
-s
'v MAXIMUM VALUES 83 ' 146 427 14 148 1 1 146 14 NODE 146 146 11980. 1383.2 .00000 .00000 18176. 11980. 1238.3 18546. w VALUE 18073. 4059.5 i I ... C}
16394. -o
**** POST1 NODAL STRESS .LISTING ** w
- CD; LOAD STEP= 1 SUBSTEP- 1 TIME- 1.0000 LOAD CASE= 0 CD THE FOLLOWING X,YIZ VALUES ARE IN GLOBAL COORDINATES SZ SXY SYZ SXZ S1 S2 S3 SINl 0 NODE SX SY
.Z.s SEQV ESTIMATED BOUNDS CONSIDERING THE EFFECT OF DISCRETIZATION ERROR *,fr*
- 0 M MINIMUM VALUES NODE 369 425 382 110 147 147 221 382 425 83 36 VALUE -22039. -22893. -16251. -9401.5 .00000 .00000 -9831.7 -16251. -22912. .00000
.00000 MAXIMUM VALUES NODE 146 147 146 147 147 147 146 146 147 146 146 VALUE 27118. 9757.9 14661. 10524. .00000 .00000 27221. 14661. 9631.0 27591.
25439.
HABGE-01/990745, Revision 2
/FILNAM,BOTDROP2 /PREP7 /TITLE,DSC STRUCTURAL ANALYSIS MODEL KAN,0 ET,1,42,,,1 C*** STAINLESS STEEL EX,1,26.5E6 NUXY,1,0.3 DENS,1,0.283 ALPX,1,9.8E-6 C*** CHEMICAL LEAD EX,2,3.0E6 NUXY,2,0.4 DENS,2,0.411 ALPX,2,16.4E-6 c*** KTEMP,-1 C*** NODAL INPUT C*** BOTTOM DETAIL N,1,0.0,0.0 N,7,6.0,0.0 FILL N,8, 6.625,0.0 N, 9,7.25,0.0 N,10,8.0,0.0 N,35,33.0,0.0 FILL N,36, 33.275, 0.0
. N, 37, 33. 55, 0.0 NGEN,3,37,1,37,1,0.0,0.5 NGEN,2,37,75,109,1,0.0,0.75 N,147,33.125,1.75 N,148,33.55,1.75 NGEN, 2,37,112,145 N,183,33.125,1.75 NGEN,2,35, 149,157,1,0.0,1.0 N,193,7.25,2.75 N,194,8.0,2.75 NGEN,2,37,158,183,1,0.0,1.0 N,221,33.125,2.75 N,222,33.;55,2.75 NGEN,3,39,184,222,1,0.0,1.0 NGEN,2,39,262,270,1,0.0,1.0 N,310,8.0,6.0 N,335,33.125,6.0 FILL NGEN,2,35,301,335,1,0.0,0.0 N,371,33.55,6.0 NGEN,2,36,336,344,1,0.0,0.75 NGEN,2,36,345,371,1,0.0,0.5 N,408,7.25,7.75 N,409,8.0,7.75 N,410,5.0, 9.0 N,411,6.125,9.0 N,412,7.25,9.0 N,413,8.0,9.0 NGEN,2,4,410,413,1,0.0,1.0
-I
;* HABGE-01/99-0745, Revision 2 C*** ELEMENT GENERATION S C*** BOTTOM DETAIL E,1,2,39,38 EGEN, 36,1,-1 E,38,39,76,75 EGEN, 36,1,-1 E,75,76,113,112 EGEN,36,1,-i MAT,2 E, 149, 150, 185,184 EGEN,8,1,-I MAT,1 E,120,121,194,193 MAT,2 E, 158,159,196, 195 EGEN,24,1,-i E,182,183,220,219 MAT,1 E,147,148,222,221 MAT,2 E,184,185,224,223 EGEN,8,1,-i MAT,1 E,193,194,233,232 MAT,2 E,.195,196,235,234 EGEN,25,1,-1 MAT,1 E,221,222,261,260 MAT,2 E,223,224, 263,262 EGEN,8,1,-i MAT,l E,232,233,272,271 MAT,2 E,234,235,274,273 EGEN,25,1,-1 MAT,1 E,260,261,300,299 MAT,2-E,262,263,302,301 EGEN,8,1,-i MAT, 1 E,271,272,345,344
*MAT,2 E,273,274,311,310 EGEN, 25,1,-1 MAT,1 E,299,300,371,370 E,336,337,373,372 EGEN,35,1,-1 E,380,381,409,408 E,408,409,413,412 E,412,413,417,416 E,411,412,416,415 E,410,411,415,414
. HABGE-01/99-0745, Revision 2 C*** DSC SHELL NODES N,425,33.0,-O.75 N,426,33.275,-0.75 N,427,33.55,-O.-75 NGEN,5,3,425,427,1,0.0,-1.0 N,440,33.0,-5.75 N,441,33.55,-5.75 NGEN,148,2,440,441,1,0.0,-1.0 N,736,33.0,-153.75 N,737,33.275,-153.75 N,738,33.55,-153.75 NGEN, 6,3,736,738,1,0.0,-1.0 C*** DSC SHELL ELEMENTS E,425,426,36,35 E,426, 427, 37, 36 E,428,429,426,425 E,429,430,427,426 EGEN,4,3,291,292 E,440,438,437 E,440,441,438 E, 441, 439, 438 E,442,443,441,440 EGEN,147,2,-1 E,736,737,734 E,737,735,734 E,736,738,735 E,739,740,737,736 E,740,741,738,737 EGEN,5,3,452,453,1 C*** BOTTOM DETAIL NODAL INPUT LOCAL,11,0,0.0,-166,0.0 N,754,32.25,9.25 N,755,32.25,8.25 N,756,32.25,7.25 N, 757, 0.0, 7.25 N,789,32.0,7.25 FILL N,757,0.0,7.25 FILL,757,789 N,790,32.25,7.25 N,791,33.0,7.25 NGEN,2,35,757,789,1,0.0,-0.5 N, 825, 32.5, 6.75 N, 826, 33.0, 6.75 N, 827,33.0, 6.75 N,828,33.275,6.75 N,829, 33.55, 6.75 NGEN,3,38,792,829,1,0.0,-0.5 NGEN,3,38,868,901,1 NGEN,2,34,906,939,1,0.0,-1.0 N,974,32.5,4.75
. N,975,33.0,4.75 N,976,33.0,4.75 N,977,33.275,4.75 N,978,33.55,4.75
Ti p. HABGE-01199-0745, Revision 2 . NGEN,3,39,940,978,1,0.0,-1.0 NGEN,2,39,1018,1051,1,0.0,-1.5 p.7 NGEN,2,34,1057,1090,1 N,1125,33.0,1.25 N,1126,33.0,1.25 N,1127,33.275,1.25 N,1128,33.55,1.25 NGEN,2,38,1091,1128,1,0.0,-0.25 NGEN,2,38,1129,1163,1 N,1202,0.0,0.375 N,1234,32.0,0.375 FILL N,1235,32.5,0.375 N, 1236,33.0,0.375 N,1237,33.275,0.375 N,1238,33.55,0.375 NGEN,2,37,1202,1238,1,0.0,-0.625 C*** BOTTOM DETAIL ELEMENT GENERATION E,755,748,745,754 E,756,751,748,755 E,792,793,758,757 EGEN, 33,1,-1 E,825,826,791,790 E,827,828,752,751 E,828,829,753,752 E,830, 831, 793, 792 O EGEN,34,1,-1 E, 865, 866, 828, 827 B,866,867,829,828 E,868,869,831,830 EGEN, 34,1,-1 E,903, 904, 866,865 E,904,905,867,866 MAT,2 B,,940,941,907,906 EGEN,33,1,-1 MAT, 1 E,974,97.5,902,901 E,976,977,904,903 E,977,978,905,904 MAT,2 E,979,980,941,940 EGEN,33,1,-i MAT,1 E,1013,1014,975,974 E, 1015, 1016, 977, 976 E,1016,1017,978,977 MAT,2 E,1018,1019,980,979 EGEN, 33,1,-1 MAT,1 E,1052,1053,1014,1013 . E,1054,1055,1016,1015 E,1055,1056,1017,1016 MAT,2 E,1057,1058,1019,1018
bI-
.4ARGrEr-/9hqq745.
zaw__ ., __ _. ReviSlon 2 I/U EGEN,33,1,-1 . MAT, 1 E,1124,1125,1053,1052 E,1126,1127,1055,1054 E,1127,1128,1056,1055 E,1129,1130,1092,1091 EGEN,34,1,-1 E,1164,1165,1127,1126 E,1165,1166,1128,1127 E, 1202, 1203, 1168, 1167 EGEN,34,1,-i E, 1236,1237, 1165, 1164 E,1237,1238,1166,1165 E, 1239, 1240, 1203, 1202 EGEN, 36,1,-1 WSORT,Y C*** AXISYMETRIC BOUNDARY CONDITIONS c*** SYMBC,,,0.0 ***********************G********o** csys, O nsel, s,loc, X, 0 dsym,symm,x,0 c*** SYMBC,11,,0.0 ******************************** c***csys, 11 c***nsel,s,loc,y,0 c***dsym,symm,x,ll allsel C*** CONSTANT COUPLED NODES . CP, 1, UX, 120, 157 CP, 2, UX, 121,158 CP, 3, UX, 192, 193 CP, 4, UX, 194,195 CP, 5,UX, 231,232 CP, 6, UX,233, 234 CP, 7, UX, 270, 271 CP,8,UX,272,273 CP, 9, UX, 309,344 CP,10,UX,310,345 CP, 12, UX, 183, 147 CP,13,UX,220,221 CP, 14, UX,259, 260 CP, 15, UX,298, 299 CP,16,UX,335,370 CP,17,UX,751,791 CP,18,UX,826,827 CP,19,UX,864,865 CP, 20, UX, 902, 903 CP,21,UX,901,939 CP, 22, UX, 973, 974 CP, 23, UX, 975, 976 CP,24,UX,1012,1013 CP,25,UX,1014,1015 CP,26,UX,1051,1052 CP,27,UX,1053,1054 . CP,28,UX,1090,1124 CP,29,UX,1125,1126 CP,30,UX,1164,1201 C*** LOADING CONDITIONS
111= HABGE-01199-0745, Revision 2 . CP,31,UY,112,149 CPSGEN,34,1,-i CP, 65,UY, 147, 183 CP, 66,UY, 868, 906 CPSGEN, 34, 1,-1 CP, 100, UY, 1057, 1091 CPSGEN, 34, 1,-1 CP, 134, UY, 1129, 1167 CPSGEN,34,1,-i CP,168,UY,301,336 CPSGEN,35,1,-i C*** LOADING CONDITIONS ESEL,S,ELEM, ,1,34,1 SFE,ALL,1,PRES,,1000.0 D,372,UY, 0.0,,407,1 C*** C***BOTTOM PLATE HANDLE? C**-D,414,UY,0.0,,417,1 C*** C*** ACEL,0.0,-75.0,0.0 ALLSEL SAVE FINI
/SOLU ANTYPE,STATIC SOLVE
. SAVE
/POST1 /TITLE,DSC SHELL BOTTOM DROP - 0.55" SHELL THICKNESS /OUT,BOTSTR2A,OUT PRNSTR,ALL /OUT /OUT,BOTFOR2A,OUT PRRFOR /OUT PLNSOL, S,INT ALLSEL /OUT
&-, ) 0 PRINT S NODAL SOLUTION PER NODE 0
- WARNING ** CP- 14402.020 The selected element set contains mixed materials.
TIME- 13:44:27
, : ,- , , I This could invalidate error estimation.
. (. 5' If#
A/e.O *F,4 A,-e, _
*** POSTI NODAL STRESS LISTING
- LOAD STEPS I SUBSTEP= 1 TIME- 1.0000 LOAD CASE= 0 THE FOLLOWING X,Y, ,ZVALUES ARE IN GLOBAL COORDINATES SXY SYZ SXz S1 ' S2 S3 SINT NODE SX SY ' Sz SEQV 1237.2 223.91 .00000' .00000 .00000 223.91 223.91 -1013.3 1 223.91 -i013-.3 1237.2 1226.4
*-988.34 225.33 -38.871 .00000 .00000 236.78 225.33 -989.57 2 235.55 1220.7 1272.5 239.43 -69. 067 .'00000 . 00000 268.21 239.43 -1004.3
`'3 264.45 -1000 . 5 1258.3 1359.1
-989.71 290.98 065 .00000 .00000 365.52 290.98 -993.54 4 361.68 1323.4 }554w1 r
-983.79 392.59 -96. 895 .00000 .00000 569.92 392.59 -989.83 5 563.88 1479.1 1975.9
-970;14 589.10 -159.31 .00000 .00000 992.83 589.10 -983.07 6 979.90 1808.2 2575. w
-951.03 899.36 -232.42 .00000 .00000 1603.3 899.36 -972.18 7 1582.2 C) 2305.6 m
1159.8 -237.93 .00000 .00000 2185.6 1159.8 -1052.5 3238. 5 8 2168.0 -1034.9 2866.3 3601. 1367.2 -119.65 .00000 .00000 2489.6 1367.2 -1111.5 D 9 2485.7 -1107.5 3191.5 3343 .t
-1115.9 1424.6 73. 407 .00000 .00000 2225.6 1424.6 -1117.5 10 2224.0 3023.2 2442 c
-976.82 1312.2 150.84 .00000 .00000 1455.9 1312.2 -986.17 11 1446.6 2373.5 2038 0
-952.78 '1081.2 82.744 .00000 .00000 1081.2 741.05 -956.82 12 737.01 1891.0 1902..
921.29 - 11.795 .00000 .00000 921.29 430.09 -981.48 13 429.99 --981.38 1710.9 V
0 14 389.66 -999. 11 847.09 -17.800 .00000 .00000 847.09 389.89 -999.34 1846.4 1665.6 15 455.98 -1000.7 823.17 -27. 961 .00000 .00000 823.17 456.51 -1001.3 1824.4 1671.5 16 548.08 -1005.7 818.51 -30. 914 .00000 .00000 818.51 548.69 -1006.3 1824.8 1706.0 17 640.18 -1006.6 825.74 -28.731 .00000 .00000 825.74 640.68 -1007.1 1832.8 1747.7 18 715.24 -1007.1 835.62 -24. 910 .00000 .00000 835.62 715.60 -1007.5 1843.1 1786.1
- POSTi NODAL STRESS LISTING *****
LOAD STEP= 1 SUBSTEP- 1 TIME= 1.0000 LOAD CASE- 0 THE FOLLOWING X,Y,,Z VALUES ARE IN GLOBAL COORDINATES NODE SX SY Sz SXY SYZ Sxz Si S2 S3 SINT SEQV 19 770.76 -1006.8 844.98 -21. 009 .00000 .00000 844.98 771.00 -1007.1 1852.0 1816.2 20 809.70 -1006.3 852.68 -17. 950 .00000 .00000 852.68 809.87 -1006.4 1859.1 1838.1 21 838.10 -1005.5 859.26 -16.211 .00000 .00000 859.26 838.25 -1005.7 6*%-g 86h a 1854.5 22 863.30 -1004.7 866.26 -16.021 .00000 .00000 866.26 863.44 -1004.9 1871.1 1869.7 I 23 892.99 -1003.9 875.79 -17.460 .00000 .00000 893.15 875.79 -1004.1 1897. w 1888.6 a 24 934.57 -1003.2 890.20 -20. 460 .00000 .00000 934.78 890.20 -1003.4 1938. 1916.3 25 994.38 -1002.7 911.79 -24.74 0 .00000 .00000 994.68 911.79 -1003.0 1997. D 1957.5 26 1076.4 -1002.6 942.21 -29. 672 .00000 .00000 1076.8 942.21 -1003.0 2079. v 2015.9 ;o 27 1180.3 -1003.1 981.90 -34.121 .00000 .00000 1180.8 981.90 -1003.6 2184. 2 2092.1 UV 28 1297.9 -1005.3 '1028.4 -36.055 .00000 .00000 1298.5 1028.4 -1005.9 2304. 3 2181.9 29 1411.0 -1007.7 1076.6 -32.667 .00000 .00000 1411.4' 1076.6 -1008.1 2419.o 2270.7
0
.00000 1478.5 1111.2 -1016.9 2495.4
-1016.8 1111.2 -19.189 .00000 30 1478.3 2333.6 .'00000 1480.1 1128.9 -1015.4 2495.4
-1015.4 1128.9 I.1634 .00000 31 i 1480.1 2339.7 - 1036.7 -1054.2 2216.7 1036.7 88.844 .00000 .00000 1162.5 32 1159.0 -1050.6 2156.6 .00000 902.39 787.85 -1117.3 2019.7
-1114.7 902.39 70.357 .00000 33 785.25 1964.9 1297.8 1244.4 -208.48 1506.3 1297.8 -97.455 .00000 .00000 34 1237.8 -201.91 1480.3 .00000 1123.0 -353 . 22 -5688.9 6811.9 1116.3 -5682.3 -353.22 212.63 .'00000 35 6206.9 .00000 531.65 -1507.6 -9011. 0 9542.7
-9007.8 -1507.6 176.19 .00000 36 528.40 8704.1
- POSTi NODAL STRESS LISTING
- LOAD STEP- 1 SUBSTEP- 1 TIME= 1.0000 LOAD CASE= 0 THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES Sxz S1 S2 S3 SINT SX Sy . Sz SXY SYZ NODE SEQV 254.99 -2148.8 -10946.
-10946. -2148.8 -47.701 .00000 .00000 37 254.79 10213. 608.88 608.88 -1028.8 1637.7
-1028.8 608.88 .00000 .00000 .00000 38 608.88 1637.7 618.34 609.00 -984.70 1603.:&
-984.40 609.00 -22.028 .00000 .00000 . 0 39 618.04 1598.4 614.55 -1002.2 1635.
614.55 -44.659 .00000 .00000 633.05 40 631.83 -1001.0 ED 1626.1 679.98 645.82 -986.08 1666 S
-983.56 645.82 -64.674 .00000 .00000 41 677.47 1649.2 788.29 697.48 -979.68 1768 v
-972.90 697.48 -109.22 .00000 .00000 42 781.52 m 1724.4 971.26 790.44 -968.42 1939 o
-949.75 790.44 -189.34 . 00000 .00000 43 952.59 1855.9 1232.2 924.96 -931.11 2163 -
-890.32 '924.96 -294.27 .00000 .00000 44 1191.4 N, 2027.2 1465.7 -996.09 -1084;5 2550 .4
-1045.6 996.09 -312.47 .00000 .00000 45 1426.8 2350.9
0 1034.8 -118.87 .00000 .00000 1543.9 1034.8 -1223.2 2767.1 46 1538.8 -1218.1 2551.0 1056.3 188.06 .00000 .00000 1434.5 1056.3 -1258.4 2692.9 47 1421.3 -1245.2 2525.1
.1079.8 288.76 .00000 .00000 1139.5 1079.8 -986.61 2126.2 48 1099.6 -946.64 2096.9 991.34 161.87 .00000 .00000 991.34 838.24 -937.03 1928.4 49 823.35 -922.15 1856.6
-985.51 904.47 49.282 .00000 .00000 904.47 691.35 -986.96 1891.4 50 689.90 1794.4 871.89 2.3358 .00000 .00000 871.89 671.02 -995.71 1867.6 51 671.02 -995.71 1775.7 854.98 -18.427 .00000 .00000 854.98 689.00 -1004.3 1859. 2 52 688.80 -1004.1 1782.1 851.01 -24.282 .00000 .00000 851.01 728.17 -1010.4 1861.4 53 727.84 -1010. 0 1803.1
-1012.2 852.40 -22.571 .00000 .00000 852.40 765.91 -1012.4 1864.8 54 765.63 1823.1
- POSTI NODAL STRESS LISTING *****
LOAD STEP= 1 SUBSTEP= 1 TIME= 1.0000 LOAD CASE= 0 v - A!' r THE FOLLOWING X,Y, Z VALUES ARE IN GLOBAL COORDINATES SX SY Sz SXY SYZ Sxz S1 S2 S3 SINT NODE I SEQV 797.65 -1012.9 855.83 -17.907 .00000 .00000 855.83 797.83 -1013.1 1869. O 55 1840.6 56 821.72 -1012.7 859.46 -12.999 .00000 .00000 859.46 821.81 -1012.8 1872. T 1853.7 839.01 -1011.9 862.69 -9.2742 .00000 .00000 862.69 839.06 -1012.0 1874. 57 1863.0 58 851.95 -1010.8 865.62 -7.4761 .00000 .00000 865.62 851.98 -1010.9 1876. Sn 1869.7 59 863.57 -1009.6 868.85 -7.9475 .00000 .00000 868.85 863.61 -1009.7 1878. < V} 1875.9 60 877.12 -1008.3 '873.23 -10.786 .00000 .00000 877.19 873.23 -1008.4 1885. ° 1883.6 61 895.69 -1007.1 879.71 -15.866 .00000 .00000 895.82 879.71 -1007.3 1903... 1895.1
.0 62 921.85 -1006.2 889.17 -22.736 .00000 .00000 922.12 889.17 -1006.4 1928.6 1912.3 63 957.15 -1005.9 902.19 -30. 424 .00000 .00000 957.62 902.19 -1006.4 1964.0 1936.9 64 1001.0 -1006.7 918.71 -37.159 .00000 .00000 1001.7 918.71 -1007.3 2009.0 1968.9 65 1050.2 -1009.6 937.51 -40.054 .00000 .00000 1051.0 937.51 -1010.4 2061.4 2007.1 66 1094.0 -1014.5 955.48 -34.246 .00000 .00000 1094.6 955.48 -1015.1 2109. 6 2043.6 67 1124.9 -1026.8 968.12 -15. 492 .00000 .00000 1125.0 968.12 -1026.9 2151.9 2077.9 68 1083.1 -1028.2 962.45 26. 908 .00000 .00000 1083.4 962.45 -1028.6 2112.0 2054.2 69 1052.8 -1072.5 943.78 112.30 .00000 ;00000 1058.7 943.78 -1078.5 2137.2 2082.1 70 770.91 -1199.3 828.11 175.68 .00000 .00000 828.11 786.45 -1214.8 2042.9 2022.4 71 -44.899 -115.33 887.37 130.28 .00000 .00000 887.37 54.845 -215.07 1102.4 995.32 72 -540: 68 -3976.4 -452.93 - 187.86 . 00000 .00000 -452.93 -530.44 -3986.7 3533.7 3495;6 POSTi NODAL STRESS LISTING *****
..- of r LOAD STEP= 1 SUBSTEP= 1 TIME3 1.0000 LOAD CASE- 0 THE FOLLOWING X,Y,,Z VALUES ARE IN GLOBAL COORDINATES w a
in NODE SX SY I Sz SxY ' SYZ Sxz S1 S2 S3 SING SEQV 73 -391.63 -8267.8 -1690.6 124.60 .00000 .00000 -389.66 -1690.6 -8269.8 7880. 6D 7316.9 74 -267.29 -11832. -2701;5 -46.604 .00000 .00000 -267.10 -2701.5 -11832. 1156! X 10561. 75 998.85 -1024.7 998.85 .00000 .00000 .00000 998.85 998.85 -1024.7 2023. c 2023.6 V; 76 991.48 -1013.1 991.52 26.946 .00000 .00000 991.84 991.52 -1013.4 2005 0 2005.1 M 77 976.77 -970.94 982.52 -21.308 .00000 .00000 982.52 977.00 -971.18 1953.. 1950.9
78 9 963.61 -979.88 971.41 -100.44 .00000 .00000 971.41 968.79 -985.06 1956.5 1955.2 79 931:.65 -947.71 968.51 -142.14 .00000 .00000 968.51 942.34 -958.40 1926. 9 1914.0 80 861.19 -892.24 949.09 -216.66 .00000 .00000 949.09 887.57 -918.61 1867.7 1837.7 81 717.05 -824.07 899. 99 -313.20 .00000 .00000 899.99 778.27 -885.28 1785.3 1727.6 82 747.06 -835.90 870.21 -422.46 .00000 .00000 870.21 852.74 -941.59 1811.8 1803.1 83 854.07 -1652.9 669.35 -200.27 .00000 .00000 869.97 669.35 -1668.8 2538.8 2444.6 84 800.66 -1591.1 695.79 274.14 .00000 .00000 831.68 695.79 -1622.1 2453. 8 2388.7 85 753.25 -747.88 931.30 345.19 .00000 .00000 931.30 828.82 -823.45 1754.8 1705.8 86 803.67 -913.48 868.47 155.12 .00000 .00000 868.47 817.57 -927.38 1795.8 1770.9 87 914.65 -970.09 887.87 51. 923 .00000 .00000 916.08 887.87 -971.52 1887.6 1873.6 88 915.34 -995.23 883.88 -1.0893 .00000 .00000 915.34 883.88 -995.23 1910.6 1895.0 89 912.20 -1011.5 881.66 -24.796 .00000 .00000 912.52 881.66 -1011.8 1924.3 1909.1 90 901.07 -1021.1 878.10 -30. 745 .00000 .00000 901.56 878.10 -1021.6 ,11924o2-1911.5
- POSTI NODAL STRESS LISTING *****
a: D LOAD STEP= 1 SUBSTEP- 1 TIME= 1.0000 LOAD CASE= 0 THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES C) NODE SX SY Sz SXY SYZ Sxz S1 S2 S3 SIN' V SEQV 91 889.67 -1025.4 875.12 -28.628 .00000 .00000 890.10 875.12 -1025.8 1915 < 1908.5 92 879.75 -1026.7 '872.65 -23.250 .00000 1903.4
.00000 880.03 872.65 -1027.0 1907 5*.
93 872.34 -1026.3 870.88 -17.614 .00000 .00000 872.50 870.88 -1026.5 1899 " 1898.2
0
-13.311 .00000 .00000 869.67 867.16 -1025.'0 1894.7 94 867.07 -1024.9 869.67 1893.4 863.24 -1023.0 1891.8
-1022.9 868.81 -11.156 .00000 .00000 868.81 95 863.17 1889.0 867.99 859.73 -1020.7 1888.7 859.66 -1020.7 867.99 -11.521 .00000 .00000 96 1884.6 855.57 -1018.4 1885.2
-1018.3 866.84 -14.508 .00000 .00000 866.84 97 855.46 1879.6 849.74 -1016.2 1881.1
-1016.0 864.97 -19.969 .00000 .00000 864.97 98 849.53 1873.6 841.43 -1014.6 1876. 5
-1014.2 861.94 -27.400 .00000 .00000 861.94 99 841.03 1866.3 830.15 -1014.2 1871.5
-1013.5 857.35 -35. 722 .00000 .00000 857.35 100 829.46 1858.1 816.06 -1016.0 1866.9
-1015.0 850.92 -42. 954 .00000 .00000 850.92 101 815.05 1849.7 .00000 799.82 -1020.9 1863.4
-1019.7 842.55 -45. 914 .00000 842.55 102 798.66 1842.4 786.64 -1031.2 1864.4
-1030.4 833.17 -39.553 .00000 .00000 833.17 103 785'.78 1841. 6 772. 99 -1048.3 1870.1
-1048.1 821.75 -17.952 .00000 .00000 821.75 104 '772.81
',1846:2 786.'17 -1064.0 1882.6 785:.59 -1063.5 818.56 32. 683 .00000 .00000 818.56 105 1866.6 811.88 -1145.4 NI99!T2 F
-1140.8 811.88 95.036 .00000 .00000 845.78 106 841.24
' 1974.4.
830.23 -1192.0 2136.1= 918.48 -1166.4 830.23 232.62 .00000 .00000 944.12 107 2081.5 -915.09 1652.
-632.78 737.59 529.59 .00000 .00000 737.59 360.69 108 ' 78.392 rp 1500:2 POSTi ,-NODAL STRESS LISTING ***** to
*6 cs LOAD STEP- 1 SUBSTEP-- i TIME ' 1.0000 LOAD CASE- 0 THE FOLLOWING 'X,Y. ,Z VALUES ARE IN GLOBAL COORDINATES in SYZ Sxz Si , S2 S3 SIN' ° NODE SX ' SY . Sz SxY SEQV -3095.0 2562. 8
-3094.9 -532.14 -8. 5607 .00000 .00000 -532.14 -1526.2 109 -1526.3 2238.0
0 0-' 110 -1078.1 -7423.3 -1707.2 -447.90 .00000 .00000 -1046.7 -1707.2 -7454.8 6408.1 6104.7-111 38.578 -12894. -2985.1 -93.7 63 .00000 .00000 39.258 -2985.1 -12895. 12934. 11719. 112 1556.4 -1005.2 1556.4 .00000 .00000 .00000 1556.4 1556.4 -1005.2 2561.6 2561.6 113 1550.3 -1047.8 1548.0 4.2527 .00000 .00000 1550.3 1548.0 -1047.8 2598.2 2597.0 114 1524.6 -937.62 1548.8 .82.496 .00000 .00000 1548.8 1527.3 -940.38 2489.2 2478.5 115 1412.4 -978.06 1479.6 113.16 .00000 .00000 1479.6 1417.7 -983.40 2463.0 2432.7 116 1194.3 -931.48 1391.2 25. 858 .00000 .00000 1391.2 1194.6 -931.79 2323.0 2231.2 117 818.32 -846.55 1226.3 -67.586 .00000 .00000 1226.3 821.06 -849.29 2075.5.
- 1905.5 118 347.09 -824.58 973.10 -147.48 .00000 .00000 973.10 365.36 -842.86 1816.0 1601.1 119 -382.66 -596.83 713.96 -363.31 .00000 .00000 713.96 -110.98 -868.51 1582.5 1370.9 120 -737.81 -2395.4 -67.670 -113.52 .00000 .00000 -67.670 -730.08 -2403.2 2335.5 2084.8 121 -591.58 -2503.0 -111.23 233.93 .00000 .00000 -111.23 -563.37 -2531.2 2420.0 2228.6 122 212.89 -605.95 595.69 332.55 .00000 .00000 595.69 330.93 -723.99 ,nL31 v7 r 1209.2 123 1017.4 -932.45 749.68 137.26 .00000 .00000 1027.0 749.68 -942.07 1969.1 184 6.1 124 1243.7 -951.82 856.81 77.369 .00000 .00000 1246.4 856.81 -954.55 2200. m 2034.3 125 1308.3 -996.22 910. 65 30.990 .00000 .00000 1308.7 910.65 -996.64 2305. 2 2134.4 ID 126 1255.4 -1014.2 928.19 10. 426 .00000 .00000 1255.4 928.19 -1014 .2 2269. (p 2125.0 0n CD
****tOST1 NODAL STRESS LISTING *****
;o LOAD STEP= 1 SUBSTEP= 1 TIME= 1.0000 LOAD CASE=' 0 THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES
isy sz SXY SYZ sxz Si S2 S3 SINT NODE SX SY SEQV 925.34 -1026.6 2193.1
-1026.6 925.34 3.4272 .00000 .00000 1166.5 127 '1166.5 2083.0 -1032.2 2110.1
-1032.2 914.98 '3.0740 .00000 .00000 1077.9 914.98 128 1077 ' 9
'2033.5 903.30 -1034.1 2b38.9 129 >1004.8 -1034.1 903.30 5.4320 .00000 .00000 1004.8 1990. 1 893.14 8.2724 .00000 .00000 950.55 893.14 -1033.7 1984.3 130 950.52 -1033.7 1956.2 1944.5 885.17 10.281 .00000 .00000 912.43 -885. 17 -1032.1 131 - 912.37 -1032.0
-1931.0 -1029.6 1914.2
-1029.6 878.64 10.779 .00000 . 00000 884.58 878.64 132 884.52 1911.2 -1026.7 1898.6
-1026.7 871.88 9. 4219 .00000 .00000 871.88 859.80 133 859.76 1892.6 -1023.7 1886.3
-1023.6 862.70 6. 0801 .00000 .00000 862.70 830.50 134 830.48 1870.5 1869.3
-1020.7 848.64 .82425 .00000 .00000 848.64 789.37 -1020.7 135 789.37 1840.4 1845.7
-1018.4 827.28 -5.9898 .00000 .00000 827.28 730.23 -1018.4 136 730.21 1799.1 1814.2
-1017.4 796.68 -13.545 .00000 .00000 796.68 649.26 -1017.5 137 649.15 1745.-2 ,,17-74-, r
-1019.3 756.08 -20.308 .00000 .00000 756.08 546.98 -1019.5 138 546.72 1680.9
-1025.1 707.36 -23. 661 .00000 .00000 707.36 431.66 -1025.5 1732.9 139 431.28 1612.8
-1039.0 654.65 -20. 4 05 .00000 .00000 654.65 320.24 -1039.3 1694.
140 319.93 C) 1554.0 rp
-1059.7 612.35 -2.3899 .00000 .00000 612.35 256.32 -1059.7 1672. Q 141 256.31 1525.6 142 290.45 -1085.2 598.84 33.509 .00000 .00000 598.84 291.27 -1086.0 1684.
1554'. 1 143 446.88 -1190.;8 603.08 74.283 .00000 .00000 603.08 450.24 -1194.2 1797. . 1725.9
-1046.8 795.93 203.14 .00000 .00000 980.23 795.93 -1067.2 2047 c 144 959.88 1961.7 0s t%)
- POSTI NODAL STRESS LISTING *****
LOAD STEPS SUBSTEP- 1 0
TIME= 1.0000 LOAD CASE= 0 0 *0 THE FOLLOWING XY,Z VALUES ARE IN GLOBAL COORDINATES NODE SX SY Sz SXY SYZ Sxz Si S2 S3 SINT SEQV 145 3122.9 -1252.9 14 02. 8 727.97 .00000 .00000 3240.8 1402.8 -1370.9 4611.7 4021.1 146 6280.4 -812.46 2579. 4 -190.47 .00000 .00000 6285.5 2579.4 -817.57 7103.1' 6153.4 147 2938.8 -8363.9 -658.58 -10.508 .00000 .00000 2938.8 -658.58 -8363.9 11303. 10002. 148 596.99 -11356. -2213.0 458.91 .00000 .00000 614.58 -2213.0 -11373. 11988. 10854. 149 -549.13 -1044.1 -549.13 .00000 .00000 .00000 -549.13 -549.13 -1044.1 494.98 494.98 150 -545.24 -1039.7 -546.03 -3.7367 .00000 .00000 -545.21 -546.03 -1039.7 494.48 494.07 151 -531.54 -1018.1 -520.62 37.637 .00000 .00000 -520.62 -528.64 -1021.0 500.37 496.41 152 -496.54 -966.79 -487.52 64. 332 .00000 .00000 -487.52 -487.90 -975.43 487.92 487.72 153 -452.33 -908.52 -451.57 34. 893 .00000 .00000 -449.68 -451.57 -911.17 461.49 460.55 154 -391.58 -834.06 -398.41 13.237 .00000 .00000 -391.19 -398.41 -834.46 439.71 155 -314.17 -745.91 -330.99 -4.7094 .00000 .00000 -314. 12 -330.99. -745.96 431.84 423.66 156 -225.63 -717.69 -278.59 -29.525 .00000 .00000 -223.87 -278.59 -719.46 495.51 w 470.62 C) 157 -167.34 -504.49 -163.87 -41.515 .00000 .00000 -162.30 -163.87 -509.53 347.2 346.45 158 -156.83 -475.00 -163.18 86.731 .00000 .00000 -134.73 -163.18 -497.11 362.3 349.03 159 -225.99 -777.47 -300.28 67.303 .00000 .00000 -217.90 -300.28 -785.56 567.66 531.28 160 -347.28 -862.54 -375.42 46. 940 .00000 .00000 -343.04 -375.42 -866.79 523.7 C 508.33 161 -407.11 -948.12 -430.75 35.582 .00000 .00000 -404 .78 -430.75 -950.45 545.6 0 533.16 162 -436.93 -999.00 -460.27 26. 540 .00000 .00000 -435.68 -460.27 -1000.3 564.5. 552.69 vZ C. v.
- POSTI NODAL STRESS LISTING *****
LOAD STEP= 1 SUBSTEP= 1 TIME- 1.0000 LOAD CASE= O. THE FOLLOWING X,'e,Z VALUES ARE IN GLOBAL COORDINATES
. SY SYZ Sxz . S1
- S2 S3 SINT NODE SX SY Sz
*SEQV 583.35
-475.07 19. 628 .00000 .00000 -448.12 -475.07 -1031.5 163 -448.78 -1030.8 570.35 599.89
-479.43 15. 308 .00000 .00000 -448.90 -479.43 -1048.8 164 -449.29 -1048.4 585.22 612.84
-477.98 12. 829 .00000 .00000 -444.43 -477.98 -1057.3 165 -444.69 -1057.0 596.77 621.74
-473.58 11. 4 94 .00000 .00000 -438.33 -473.58 -1060.1 166 -438.54 -1059.9 604.89 627.04 3 -468;00 10. 726 .00000 .00000 -432.45 -468.00 -1059.5 167 -432.63 -1059;.
610;04 629.63
-462;13 10. 121 .00000 .00000 -427.31 -462.13 -1056.9 168 -427;47 -1056.8 612;96 9.4203 .00000 .00000 -422. 66 -456.25 -1053.3 630.62 169 -422.80 -1053; 1 -456. 25 614:52
-450.27 8.4 860 .00000 .00000 -417.80 -450.27 -1049.0 170 -417.91 -1048;9 615.65
-443.96 7.2887 .00000 .00000 -411.88 -443.96 -1044.6 632.72 171 -411.97 -1044.5 617.31
-437.14 5.9095 .00000 .00000 -404.17 -437.14 -1040.5 636.2 w 172 -404.23 -1040.4 M 620.46
-429.88 4.5654 .00000 .00000 -394.31 -429.88 -1037.4 643.0 173 -394.34 -1037.4 626.06
-422.72 3.6496 .00000 .00000 -382.68 -422.72 -1036.7 654.C 174 --382.70 -1036.7 634.93
-416.98 3.7960 .00000 .00000 -370.90 -416.98 -1040.2 669.-
175 -370.92 -1040.2 647.49 5.8972 .00000 .00000 -362.34 -415.00 -1050.6 688. <M 176 -362.39 -1050.5 -415.00 663.47
-1070.9 -420.54 11. 297 .00000 .00000 -363.08 -420.54 -1071.1 707.S 0 177 -363.26 681.08
-1105.1 -439.29 21.738 .00000 .00000 -382.73 -439.29 -1105.8 723.0_
178 -383.38 696.50 0
40.122 s
.00000 .00000 -437.16 -480.59 -1161.2 0 724.06 179 -439.39 -1159.0 -480.59 703.35 180 -569.76 -1229.3 -559.48 77.807 .00000 .00000 -559.48 -560.70 -1238.3 678.82 678.22
- POSTI NODAL STRESS LISTING *****
LOAD STEP= 1 SUBSTEP= 1 TIME= 1.0000 LOAD CASE= 0 THE FOLLOWING X,'Y,Z VALUES ARE IN GLOBAL COORDINATES NODE SX SY Sz SXY SYZ Sxz S1 S2 S3 SINT SEQV 181 -903.96 -1329.4 -735.38 174.51 .00000 .00000 -735.38 -841.54 -1391.8 656.46 610.35 182 -1607.3 -1434.5 -1072.9 299.43 .00000 .00000 -1072.9 -1209.2 -1832.5 759.63 701.47 183 -2085.4 -2005.2 -1525.1 347.30 .00000 .00000 -1525.1 -1695.7 -2394.9 869.82 798.31 184 -479.26 -1055.6 -479.26 .00000 .00000 .00000 -479.26 -479.26 -1055.6 576.33 576.33 185 -475.78 -1051.3 -476.43 -5.9002 .00000 .00000 -475.72 -476.43 -1051.4 575.67 575.32 186 -466.10 -1024.8 -451.93 -14.759 .00000 .00000 -451.93 -465.71 -1025.2 566.53 187 -445.55 -975.17 -428.04 -23.106 .00000 .00000 -428.04 -444.55 -976.18 548.14 540.08 188 -426.57 -916.52 -406.75 -29.271 .00000 .00000 -406.75 -424.83 -918.26 511.5 W 502.71 0 189 -408.72 -842.66 -378.73 -33.912 .00000 .00000 -378.73 -406.09 -845.29 466.5 453.50 190 -398.46 -759.43 -351.58 -37.829 .00000 .00000 -351.58 -394.53 -763.35 411.7 a 392.06 191 -417.68 -708.21 -346.07 -37.133 .00000 .00000 -346.07 -413.00 -712.88 366.E C 338.35 192 -441.27 -618.37 -331.61 -31.762 .00000 .00000 -331.61 -435.74 -623.89 292.x (D 256.59 en 193 -213.06 -3365.5 -291.11 30.443 .00000 .00000 -212.77 -291.11 -3365.7 3153. O 3114.5 194 -191.31 -3771.9 -388.91 27.420 .00000 .00000 -191.10 -388.91 -3772.1 3581. 3486.4
.0
.00000 .00000 -288.90 -363.57 -581.33 292.43 195 -380.83 -564.07 -288.90 58. 830 263.16 -375.02 -784.65 426.32
-375.02 52.'507 .00000 .00000 -358.33 196 -364. 90 -778.08 418.22 -882.68 527.66 197 -358.21 -879.48 -406.26 40. 939 .00000 .00000 -355.01 -406.26 504.00 -440.06 -958.11 575.91
-440.06 25. 692 .00000 .00000 -382.20 198 -383.35 -956.97 549.28
&**** POST1iNODAL STRESS LISTING ***** LOAD STEP' 1 SUBSTEP= 1 TIME- -1.0000 LOAD CASE- 0 THE FOLLOWING X,Y,'Z VALUES ARE IN GLOBAL COORDINATES SYZ Sxz Si S2 S3 SINT NODE SX SY SZ SXY SEQV -462.17 -1010.1 606.88
-462.17 13.028 .00000 .00000 -403.23 199 -403.51 -1009.8 579.65 -1042.9 626.02 3.9355 .00000 .00000 -416.90 -474;.26 200 -416.93 -1042.9 -474.26 599.41 -479.30 -1062.0 637.11
-479.30 -1.274 6 .00000 .00000 -424.88 201 -424.88 -1062.0 611.72 -479.67 -1071.6 -04271 i
-1071.6 -479.67 -3.6521 .00000 .00000 -428.87 202 -428.89 618.87. 6 4 4 .5 ^=
.00000 .00000 -430.52 -477.33 -1075.0 203. -430.55. -1075.0 -477.33 -4.3185 622.43 -1074.7 643.8 W
-4.1807 .00000 .00000 -430.86 -473.57 204 -430.88 -1074.7 -473.57 623.60 -1072.2 641.7 "
-469.17 -3.8721 .00000 .00000 -430.47 -469.17 205 -430.50 -1072.2
-, 623.27 -464.54 -1068.4 638.8 6
-1068.4 -464.54 -3.7839 .00000 .00000 -429.58 206 -429.61 622.09 -1064.0 635.7 -U
-4.1072 .00000 .00000 -428.20 -459: 85 207 -428.23 -1064.0 -459.85 ;u CD 620.56 -1059.4 633.1 <
.00000 -426.28 -455.20 208 -426.31
.-- 619.15
-1059.3 -455.20 -4.8613 .00000 s.
.00000 .00000 -423.80 -450.73 -1055.2 631.' ° 209 -423.86 -1055.1 '450.73 -5.8924 618.35 -1052.3 631. 2b
-6.8426 .00000 .00000 -421.00 -446.83 210 -421.07 -1052.2 -446.83 618.75 I. ,
l
0 211 -418.55 -1051.9 -444.21 -7.0930 .00000 .00000 -418.47 -444.21 -1052.0 633.54 621.07 212 -417.45 -1056.4 -444.10 -5. 6907 .00000 .00000 -417.40 -444.10 -1056.5 639.08 626.16 213 -419.78 -1068.5 -448.36 -1.2917 .00000 .00000 -419.78 -448.36 -1068.5 648.77 634. 96 214 -428.42 -1091.6 -459.48 7.9370 .00000 .00000 -428.33 -459.48 -1091.7 663.39 648.38 215 -447.37 -1130.1 -480.78 24.256 .00000 .00000 -446.51 -480.78 -1130.9 684.42 667.95 216 -481.55 -1188.2 -515.99 51.079 .00000 .00000 -477.88 -515.99 -1191.8 713.96 695.69
- POSTi NODAL STRESS LISTING *****
LOAD STEP= 1 SUBSTEP= 1 TIME- 1.0000 LOAD CASE= 0 THE FOLLOWING X,Y,,Z VALUES ARE IN GLOBAL COORDINATES NODE SX SY Sz SXY SYZ Sxz S1 S2 S3 SINT SEQV 217 -536.12 -1269.0 -568.50 99.006 .00000 .00000 -522.98 -568.50 -1282.1 759.11 737.40 218 -591.08 -1387.2 -636.41 197.13 .00000 .00000 -544.95 -636.41 -1433.4 846.42 219 -497.24 -1581.1 -673.21 *267.02 .00000 .00000 -435.03 -673.21 -1643.4 1208.3 1108.6 220 -371.28 -1639.3 -633.36 266.17 .00000 .00000 -317.67 -633.36 -1692.9 1375. C 1247.7 C) 221 -722.84 -9681.5 -1601.6 354 .10 .00000 .00000 -708.87 -1601.6 -9695.5 8986. T 8575.2 222 -742.65 -7805.3 -1035.0 349.58 .00000 .00000 -725.38 -1035.0 -7822.6 7097. 6947.6 223 -450.75 -1078.3 -450.75 .00000 .00000 .00000 -450.75 -450.75 -1078.3 627.' p 627.58 ;u 224 -450.22 -1070.6 -448.70 -8. 2954 .00000 .00000 -448.70 -450.11 -1070.7 621.S c 621.28 V; 225 -449.11 -1039.5 -429.90 -16.705 .00000 .00000 -429.90 -448.64 -1040.0 610.3 ° 600.96 Ma 226 -440.74 -990.95 -414 .74 -25.574 .00000 .00000 -414.74 -439.55 -992.13 577.Sv 565.39 c7 4-1 Cl
I 0 227 -439.47 -932.28 -404.72 -33.018 .00000 .00000 -404.72 -437.27 -934.48 529.77 514.27 228 -443.03 -863.72 -392.79 -35.231 .00000 .00000 -392.79 -440.10 -866.65 473.86
-452.07 229 -458.23 -792.07 -385.55 -27.840 .00000 .00000 -385.55 -455.92 -794.38 408.83 378.58 230 -463.-92 -735.34 -378.06 -13. 641 .00000 .00000 -378.06 -463.24 -736.02 357.97.
323.89 231 -448.66 -741.37 -384.10 -5.0970 .00000 .00000 -384.10 -448.57 -741.46 357;.36 329.89 232 -479.77 -3499.0 -397.88 .774 96 .00000 .00000 -397.88 -479.77 -3499.0 3101.1 3061.0 233 -477.94 -3684.5 -459.41 .88257 .00000 .00000 -459.41 -477.94 -3684.5 3225.1 3215.9 234 -438.64 -720.08 -374.12 30. 755 .00000 .00000 -374.12 -435.32 -723.40 349.28 323.05
.I . . ':.I .' .'
POSTi NODAL STRESS LISTING *****
- I LOAD STEP- SUBSTEP- 1 TIME= 1.0000 LOAD CASE= 0 THE FOLLOWING X,Y, Z VALUES ARE IN GLOBAL COORDINATES NODE SX SY - Sz . SXY SYZ Sxz S1 S2 S3 SEQV 235 -428.45 -800.85 -409.28 42. 515 .00000 .00000 -409.28 -423.66 -805.65 396.37 389.38 I 236 -415.75 -903.-64 -444.80 48. 695 .00000 .00000 -410.94 -444.80 -908.45 497.5 w 481.48 t;)
237 -408:36 -975.01 -464.03 34.292 .00000 .00000 -406.29 -464.03 -977..08 570,1 T 544.22 238 -413.00 -1030.0 -480.20 18. 610 .00000 .00000 -412.44 -480.20 -1030.5 618.(tD 587.14 239 -419.32 -1066.6 -489.57 6.8984 .00000 .00000 -419.24 -489.57 -1066.7 647.' 615.32 240 -426.16 -1088.9 -493.99 -.28985 .00000 .00000 -426.16 -493.99 -1088.9 662. c 631.54 241 -432.42 -1100.7 '494.90 -3.8794 .00000 .00000 -432.40 -494.90 -1100.7 668. ° 639.33 242 -437.68 -1105.4 -493.55 -5.1762 .00000 .00000 -437.64 -493..55 -1105.4 667.a 641.63
S. 243 -441.90 -1105.5 -490.88 -5.3160 .00000 .00000 -441.85 -490.88 -1105.6 663.73 640.63 244 -445.20 -1103.0 -487.55 -5.1232 .00000 .00000 -445.16 -487.55 -1103.0 657.88 637.74 245 -447.79 -1098.9 -483.99 -5.1183 .00000 .00000 -447.75 -483.99 -1098.9 651.16 633.82 246 -449.91 -1094.0 -480.50 -5.5590 .00000 .00000 -449.86 -480.50 -1094.0 644.14 629.38 247 -451.80 -1088.9 -477.33 -6.4685 .00000 .00000 -451.74 -477.33 -1089.0 637.22 624.82 248 -453.70 -1084.5 -474.82 -7.6334 .00000 .00000 -453.61 -474.82 -1084.6 630.96 620.62 249 -455.83 -1081.8 -473.44 -8.5640 .00000 .00000 -455.72 -473.44 -1082.0 626.24 617.57 250 -458.40 -1082.8 -473.88 -8. 4249 .00000 .00000 -458.29 -473.88 -1082.9 624.58 616.93 251 -461.55 -1089.7 -477.08 -5.9586 .00000 .00000 -461.50 -477.08 -1089.8 628.27 620.63 252 -465.27 -1106.0 -484.19 .58161 .00000 .00000 -465.27 -484.19 -1106.0 640.74 631.49
- POST1 NODAL S TRESS LISTING *****
LOAD STEP= 1 S UBSTEP= 1 TIME- 1.0000 LOAD CASE- 0 THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES NODE SX SY Sz SXY syz sxz Si S2 S3 SINT w SEQV C} 253 -469.14 -1135.6 -496.43 13.356 .00000 .00000 -468.87 -496.43 -1135.9 667.C 9 653.67 254 -471.49 -1182.8 -514.55 34.603 .00000 .00000 -469.81 -514.55 -1184.5 714.( 693.37 255 -466.04 -1251.5 -537.25 65.917 .00000 .00000 -460.55 -537.25 -1257.0 796. *i 761.04
;a 256 -423.53 -1345.8 -553.74 105.77 .00000 .00000 -411.55 -553.74 -1357.7 946.: <
883.72 257 -250.31 -1484.5 -532.03 139.25 .00000 .00000 -234.79 -532.03 -1500.0 1265 0 1145.9 t%) 258 1.1203 -1707.2 -501.16 115.10 .00000 .00000 8. 8405 -501.16 -1714.9 1723., 1533.7 v
9 0 1336.7
-240.84 78. 633 .00000 .00000 112.54 -240.84 -1224.2 259 107.90 -1219.6 1199.7 12033.
-1566.1 -78.696 .00000 .00000 372.37 -1566.1 -11661.
260 371.85 -11660. 11190. -5878.4 6242.4e
-183.65 -77.715 .00000 .00000 364.04 183.65 261 363.07 -5877.4 6154.2 654.46
-448.25 .00000 .00000 .00000 -448.25 -448.25 -1102.7 262 -448.25 -1102.7 654.46 642.81
-445.63 -5.9015 .00000 .00000 -445.63 -448.52 -1088.4
.263 -448.57 -1088.4 641.37 628.171
-10. 143 .00000 .00000 -429.97 -451.59 -1058.1 264 -451.76 -1058.0 -429.97 r
617.65 587.93
-419.44 -15.176 .00000 .00000 -419.44 -451.25 -1007.4 265 -451.67 -1007.0 572.69 534.40
-416.71 -19.754 .00000 .00000 -416.71 -458.50 -951.11 266 -459.29 -950.32 514.78 477.68
-411.23 -19. 847 .00000 .00000 -411.23 -465.57 -888.91 267 -466.50 -887.98 452.96
-8.6849 .00000 .00000 -404.98 -464 .13 -835.03 430.05 268 -464.33 -834.83 -404.98 403.74 407;14
-407.54 8.2103 .00000 .00000 -407.54 -471.74 -814.68 269 -4732.94 -814. 48 379..13 343.59
-387.59 15.199 .00000 .00000 -387.59 -480'.28 -731.317 270 -481.20 -730.25 307.89 POSTi NODAL S'rRESS LISTING *****
LOAD STEP= 1 SiJBSTEP- 1 TIME- 1.0000 LOAD CASE= '0 THE FOLLOWING XY,ZVALUES ARE IN GLOBAL COORDINATES U, Sz SXY SYZ Sxz Si S2 S3 NODE SX-. SY.
-SEQV
-3633.2 -453.97 7.0561 .00000 .00000 -453.97 -642.04 -3633.2 3179 271 -642.05 3089.5
-3588.0- -452.86 6.7898 .00000 .00000' -452.86 -613.18 -3588.0 3135 272 -613.19 3058.1:
-808.02 -425.75 17.938 .00000 .00000 -425.75 -485.35 -809.01 383.0 273 -486.35 357.21
-449.95 27.429- .00000 .00000. -449.95 -471.84, -865.26 415..Js 274 -473.76 -863.34 404.81
9 275 -459.86 -925.76 -470.46 34. 737 .00000 .00000 -457.28 -470.46 -928.34 471.06 464.61 276 -446.33 -996.76 -489.92 27. 016 .00000 .00000 -445.01 -489.92 -998.08 553.07 532.04 277 -436.89 -1052.9 -501.69 16.486 .00000 .00000 -436.45 -501.69 -1053.4 616.90 587.01 278 -435.77 -1092.9 -509.28 8.3132 .00000 .00000 -435.66 -509.28 -1093.0 657.33 623.79 279 -439.32 -1118.3 -513.09 3.0121 .00000 .00000 -439.30 -513.09 -1118.3 679.00 645.28 280 -445.22 -1132.3 -514.10 .14 962 .00000 .00000 -445.22 -514.10 -1132.3 687.07 655.35 281 -451.77 -1138.3 -513.22 -1.1030 .00000 .00000 -451.77 -513.22 -1138.3 686.51 657.94 282 -458.04 -1139.0 -511.17 -1.4944 .00000 .00000 -458.04 -511.17 -1139.0 680.97 656.02 283 -463.68 -1136.5 -508.52 -1.5906 .00000 .00000 -463.68 -508.52 -1136.5 672.79 651.52 284 -468.72 -1132.0 -505.69 -1.7532 .00000 .00000 -468.72 -505.69 -1132.0 663.32 645.62 285 -473.39 -1126.7 -503.05 -2.1613 .00000 .00000 -473.39 -503.05 -1126.7 653.30 638.98 286 -478.00 -1121.2 -500.95 -2.8268 .00000 .00000 -477.98 -500.95 -1121.3 643.27 632.10 287 -482.78 -1116.7 -499.78 -3.5913 .00000 .00000 -482.76 -499.78 -1116.8 1 r634%t1 ' 625.66 288 -487.80 -1114.6 -500.06 -4.1005 .00000 .00000 -487.77 -500.06 -1114.6 626.89 620.80 I C) w
- POSTi NODAL STRESS LISTING *****
LOAD STEP= 1 SUBSTEP= 1 3 TIME= 1.0000 LOAD CASE- 0 co c' THE FOLLOWING XYZ VALUES ARE IN GLOBAL COORDINATES NODE SX SY Sz SXY SYZ sxz S1 S2 S3 SIN M< SEQV 289 -492.80 Vn
-1117.0 -502.40 -3.7616 .00000 .00000 -492.77 -502.40 -1117.0 624. 0 619.45 290 -496.99 -1126.8 -507.50 -1.6950 .00000 6.
.00000 -496.99 -507.50 -1126.8 629. .
624.59 c
04 3.2603- .00000 .00000 -498.82- -516.00 - -1147.8 649.00 291 -498.83 -1147.8 -516.00 640.58 689.12
-528.26 12. 422 .00000 .00000 -495.54 -528.26 -1184.7 292 -495.77 -1184.4 673.35 758.66
-543. 77' 26.581 .00000 .00000 -482.86 -543.77 -1241.5 293 -483.80 -1240.6 730.12 865.73
-559.94 43.823 .00000 .00000 -454'. 27 ' -559.94 -1320.0 294 -456.50 -1317.8 818.03 1013.7
-571.89 50.340 .00000 .00000 -402.97 -571.89 -1416.7 295 -405.48 -1414.2 940.69 1183.4
-567.90 .79994 .00000 .00000 -324.89 -567.90 -1508.3 296 -324.89 -1508.3 1082.5 1443.5
-526.14 -81.459 .00000 .00000 -159.21 -526.14 -1602.7 297 -163.82 -1598.1 1299.5 1343.1
-370.37 -118.18 .00000 .00000 -37. 541 -370.37 -1380.7 298 -48.021 -137O0.2 1211.5 9911.7
-1362.9 -99.329 .00000 -228.28 -1362.9 -10140.
299 -229.28 -10139. 9395.9 .00000
-98.020 .00000 .00000 -242.50 -544.86 -7438.5 7196.0 300 -243.83 -7437.-1 -544.86 7049.6 667.48
-448.32 .00000 .00000 .00000 -448.32 -448.32' -1115.8 301 -448.32 -1115.8 667.48 .00000 651.78
-445.69 .18024 .00000 .00000 -445.69 -450.12 -1097.5 302 -450.12 -1097.5 '
649.58
-433.93 -45. 905 .00000 .00000 -433.93 -453.64' -1073.0 n 63irV4 303 -457.07 -1069.5 629.41
-81.252 .00000 .00000 -424.20 -447. 15 -1028.0 603.7F; 304 -458.74 -1016 .4 -424.20 I 592.62 545.1 Ca
-423.99 -65. 114 .00000 .00000 -423.99 -460.62 -969.60 305 -469.09 -961.13' 528.25
-422.43 -54. 4 43 .00000 .00000 -422.43 -474.88 -907.50 485.'
306 -481.84 -900.54 461.09 POSTI NODAL STRESS LISTING ***** LOAD STEP- 1 SUBSTEP= 1 TIME= 1.0000 LOAD CASE= 0 S. Io 0 THE FOLLOWING XY,Z VALUES ARE IN GLOBAL COORDINATES Sz SXY SYZ Sxz Si S2':. S3 SINI NODE SX SY SEQV
I 19 307 -487.43 -857.58 -424.63 -41.714 .00000 .00000 -424.63 -482.79 -862.22 437.59 411.60 308 -470.24 -864 .76 -427.33 -14.508 .00000 .00000 -427.33 -469.71 -865.29 437.96 N 418.39 c 309 -445.88 -692.96 -355.28 2.5550 .00000 .00000 -355.28 -445.85 -692.98 337.70 0 302.75 310 -543.32 -839.20 -452.55 -27. 505 .00000 .00000 -452.55 -540.79 -841.74 389.19 353.43 3 In 311 -525.79 -895.84 -479.89 -18.832 .00000 .00000 -479.89 -524.83 -896.80 416.90 396.35 tti 312 -493.27 -940.71 -488.87 -11. 398 .00000 .00000 -488.87 452.13 a) -492.98 -941.00 450.09 0 313 -465.30 -1007.9 -502.25 -14.291 .00000 .00000 -464.92 -502.25 -1008.3 543.38 525.71 314 -450.31 -1065.0 -512.73 -18. 243 .00000 .00000 -449.77 -512.73 -1065.6 615.81 586.87 x: 315 -444.73 -1105.7 -518.80 -21.299 .00000 .00000 -444.05 -518.80 -1106.4 662.31 628.27 316 -446.23 -1132.2 -522.05 -22. 818 .00000 .00000 -445.47 -522.05 -1133.0 687.49 652.58 317 -451.55 -1146.8 -522.83 -23. 010 .00000 .00000 -450.79 -522.83 -1147.6 696.82 663.73 318 -458.44 -1153.2 -522.01 -22.359 .00000 .00000 -457.72 -522.01 -1153.9 696.20 666.38 319 -465.55 -1154.0 -520.15 -21.300 .00000 .00000 -464.89 -520.15 -1154.6 689.76 663.86 320 -472.25 -1151.3 -517.78 -20. 171 .00000 .00000 -471.65 -517.78 -1151.9 680.27 658.42 321 -478.46 -1146.7 -515.30 -19.184 .00000 .00000 -477.91 -515.30 -1147.2 669.30 651.41 322 -484.37 -1141.0 -513.09 -18. 442 .00000 .00000 -483.85 -513.09 -1141.6 657.70 643.58 323 -490.26 -1135.4 -511.50 -17. 943 .00000 .00000 -489.76 -511.50 -1135.9 646.13 635.53 324 -496.29 -1130.8 -510.95 -17.584 .00000 .00000 -495.80 -510.95 -1131.3 635.49 628.06
**~** POSTI NODAL STRESS LISTING *****
LOAD STEP= 1 SUBSTEP- 1 TIME= 1.0000 LOAD CASE= 0 0
THE FO0,LOWING XY,Z VALUES ARE IN GLOBAL COORDINATES NODE Sx SY Sz SXY, SYZ Sxz Si S2 S3 SINT SEQV g 325 -502.34 -1128.9 -511.88 -17. 146 .00000 .00000 -501.87 -511.88 -1129.4 627.49 622.54
> 326 -507.74 -1131.9 -514.82 -16.269 .00000 .00000 -507.32 -514.82 -1132.3 625.00 621.28 a~ 327 -511.07 -1143.0 -520.23 -14. 425 .00000 .00000 -510.74 -520.23 -1143.3 632.59 627.90 C? 328 -509.93 -1166.2 -528.45 -10.950 .00000 .00000 -509.74 -528.45 -1166.4 656.67 647.52 C 329 -500.91 -1205.9 -539.38 -5.1504 .00000 .00000 -500.87 -539.38 -1205.9 705.02 686.57 co 330 -480.95 -1266.1 -552.91 3.0164 .00000 .00000 -480.94 -552.91 -1266.1 785.20 751.81
- 331 -452.62 -1344.8 -568.55 10. 568 .00000 .00000 -452.49 -568.55 -1344.9 892.44 840.44
_.,-3 32t- -444.67 -1439.7 -596.49 3.2655 .00000 .00000 -444.66 -596.49 -1439.7 995.02 928.46 333 -557.48 -1484.7 -652.19 -61.035 .00000 .00000 -553.48 -652.19 -1488.7 935.24 890.00 334 -874.66 -1484.9 -778.13 -157.98 .00000 .00000 -778.13 -836.19 -1523.4 745.22 717.96 335 -1101.2 -1617.7 -930.71 -204 .88 .00000 .00000 -930.71 -1029..8 -1689.1 758.41 714.05 336 743.74 -1132.1 743.74 .00000 .00000 .00000 743.74 743.74 -1132.1 1875.8 1875.8 337 752.13 -1133.1 747.08 -10.132 .00000 .00000 752.18 747.08 -1133.2 1885.4 1882.8 338 767.51 -1036.7 771.20 -62.94 4 .00000 .00000 771.20 769.70 -1038.9 1810.1 1809.3 339 761.24 -1040.7 762.40 -98.179 .00000 .00000 766.58 762.40 -1046.0 1812.6 1810.5 340 761.33 -981.91 778.91 -74.078 .00000 .00000 778.91 764.47 -985.05 1764.0 1756.8 341 776.85 -927.48 794.63 -63.506 .00000 .00000 794.63 779.21 -929.85 1724.5 1716.8 342 -900.02 -852.57 850.52 -94.009 .00000 .00000 905.05 850.52 -857.60 1762.7 1736.0
***** POST1 NODAL STRESS LISTING *****
LWAD STEP= 1 SUBSTEP= I TIME- 1.0000 LOAD CASE- 0 N o HE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES C NODE SX SY Sz SXY SYZ Sxz Si S2 S3 SINT n: SEQV v 343 700.22 -841.09 798.83 90.853 .00000 .00000 798.83 705.56 -846.43 1645.3 I> 1600.7 2 344 275.74 -2969.2 30. 643 133.09 .00000 .00000 281.19 30.643 -2974.7 3255.9 3138.1 Q 345 727.88 -2581.8 328.48 -3.3262 .00000 .00000 727.88 328.48 -2581.8 3309.7 3129.2 w 346 1705.3 -766.46 1254.7 -55.279 .00000 .00000 1706.5 1254.7 -767.69 2474.2 2282.1 347 1724.8 -976.00 1267.3 -18. 498 .00000 .00000 1725.0 1267.3 -976.13 2701.1 2503.8
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1397.5 -15.161 .00000 .00000 1491.4 1397.5 -1155.1 2646.5 360 1491.3 -1155.0 2600.8
*POST1-NODAL STRESS LISTING *****
LOAD STEPS 1 SUBSTEP-* 1 TIME- 1-.0000 LOAD CASE- 0 THE FOLLOWING X,Y ,Z VALUES ARE IN GLOBAL COORDINATES SXY SYZ Sxz Si S2 S3 SINT NODE SX SY Sz SEQV 1400.3 -14.545 .00000 .00000 1487.7 1400.3 -1158.9 2646.6 361 1487.6 -1158.8 2604.0
-1171.4 1400.1 -14.001 .00000 .00000 1484 .6 1400.1 -1171-.;5 2656.1 362 1484.5 2614.9 1395.8 -13.324 .00000 .00000 1481.4 1395.8 -1197.0 2678.3 363 .1481.3 -1196.9 2636.6
-1241.0 1386.0 -12. 883 .00000 .00000 1478.4 1386.0 -1241.1 2719.5 364 1478.3
., 2674.5
-1299.5 1372.3 -12.257 .00000 .00000 1475.9 1372.3 -1299.6 2775.5 365 1475.9 I
,, 2725.2 1461.1 -1402.3 1342.4 -9.7203 .00000 .00000 1461.1 1342 ;.4 -1402.3 2863.4 366 2806.0 367 1497.2 -1405.8 1356. 8 -19.74 6 .00000 .00000 1497.3 1356.8 -1405.9 j29&ar.-'2 -
2835.6 1306.2 -1648.5 1236.3 29. 171 .00000 .00000 1306.5 1236.3 -1648.8 2955.3. 368 2920.8
'369 2041.0 -762.62 lill.2 -174.50 .00000 .00000 2051.8 1711.2 -773.44 2825. '
m Ir 2671.3 1190.1 -5504.4 86.259; -268.90 .00000 .00000 1200.8 86.259 -5515.2 6716. ° 370' 6233.9 to
-10505. -1672.8 -189.90 .00000 .00000 256.61 -1672.8 -10509. 1076! t 371 253.26 9942.1 -4 372 772.85 -1132.1 772.85 .00000 .00000 .00000 772.85 772.85 -1132.1 1904 p 1904.9 ;o 373 763.68 -1130.7 770.38 2.6729 .00000 .00000 770.38 763.69 -1130.7 1901 o<
UT 1897.7 374 760.79 -1038.5 77i1.80 64.061 .00000 .;00000 771.80 763.06 -1040.7 1812 ° 1808.2; 375 765.28 -1041.0 766.06 98. 971 .00000 .00000 770.69 766.'06 -1046.4 1817.1 1814.8
376 770.56 -981.94 785.14 74.569 .00000 .00000 785.14 773.73 -985.11 1770.2 1764.6 377 764.17 -926.36 795.54 57.051 .00000 .00000 795.54 766.09 -928.29 1723.8 1709.3 378 652.37 -847.76 775.09 9.0404 .00000 .00000 775.09 652.42 -847.81 1622.9 1565.2
- POSTi NODAL STRESS LISTING *****
LOAD STEP= 1 SUBSTEP- 1 TIME= 1.0000 LOAD CASE= 0 THE FOLLOWING X,Y,,Z VALUES ARE IN GLOBAL COORDINATES NODE SX SY Sz SXY SYZ Sxz Si S2 S3 SINT SEQV 379 862.25 -856.61 801.66 169.28 .00000 .00000 878.76 801.66 -873.12 1751.9 1714.6 380 800.29 -1967.5 526.25 14.080 .00000 .00000 800.36 526.25 -1967.5 2767.9 2641.5 381 1049.7 -1116.4 854.43 -119.76 .00000 .00000 1056.3 854.43 -1123.0 2179.3 2085.7 382 1763.3 -758.14 1290.3 9.5327 .00000 .00000 1763.4 1290.3 -758.17 2521.5 2321.4 383 1652.5 -980.42 1237.2 44.690 .00000 .00000 1653.2 1237.2 -981.18 ,42634-.4 2453.0 384 1666.2 -1033.9 1280.1 23. 928 .00000 .00000 1666.4 1280.1 -1034.1 2700.5 2529.6 m 385 1614.3 -1082.6 1288.5 28.573 .00000 .00000 1614.6 1288.5 -1082.9 2697. 2550.2 386 1597.1 -1130.4 1301.9 24.510 .00000 .00000 1597.3 1301.9 -1130.6 2727 T 2592.8 387 1574.1 -1155.8 1314.0 23.560 .00000 .00000 1574.3 1314.0 -1156.0 2730 P 2609.9 388 1557.6 -1172.2 1326.3 22.027 .00000 .00000 1557.8 1326.3 -1172.4 2730 p 2622.1 ;a 389 1543.2 -1178.8 1338.3 20.867 .00000 .00000 1543.4 1338.3 -1179.0 2722 X_ 2625.9 390 1531.4 -1179.9 1349.7 19.798 .00000 .00000 1531.6 1349.7 -1180.1 2711 ° 2625.5 391 1521.5 -1177.3 1360.3 18 .84 3 .00000 .00000 1521.7 1360.3 -1177.4 2699. j 2622.1
0 1513.2 -1172.6 1369.9 17. 975 .00000 .00000 1513.4 1369.9 -1172.7 2686.0 392 2617.3
-1166.8 1378.6 17.181 .00000 .00000 1506.3 1378.6 -1166.9 2673.3 393 1506.2 2611.7 394 1500.3 -1161.1 1386.2 16. 448 .00000 .00000 1500.4 1386.2 -1161.2 2661.5 2606.3 395 14'95.1 -1156.6 1392.5 15. 7 67 .00000 .00000 1495.2 1392.5 -1156.7 2651.9 2602'.'1 396 *1490.6 -1155.0 1397.3 15.121 .00000 .00000 1490.7 1397.3 -1155.1 2645.7 2'600.3
- POSTi NODAL STRESS LISTING *****
LOAD STEP- I SUBSTEP- 1 TIME= 1.0000 --LOAD CASE= 0 THE FOLLOWING X,Y,,Z VALUES ARE IN GLOBAL COORDINATES NODE SX 'Sy- Sz: SXY SYZ Sxz S1 - S2.. S3 SINT SEQV 397 1486.6 -1158.8 1399.9 14.524 .00000 .00000 1486.7 1399.9 -1158.9 2645.6 2603.3 398- 1482.7 -1171.4 - ' 1399.5:- : -;13.891 .00000 .00000 1482.8 1399.5 -1171.5 2654.3 2613.6 399 1479.4 -1196.9 1395.1 13.403 .00000 .00000 1479.4 1395.1 -1197.0 .126C4r - 2635.2 400 1475.7 -1241.0 1385.0 12. 676 .00000 .00000 1475.7 1385.0 -1241.1 2716.8 I
-'2672.6 401 1471.1 -1299.5 1370.6 12. 100 .00000 .00000 1471.2 1370.6 -1299.6 2770. c C) 272 1;8~
402 '1477.9 -1402.5 1346.9 13.'517 .00000 .00000 1478.0 1346.9 -1402.6 2880. 2817.3 403 1433.7 -1404.9 1338.7 2.3469 .00000 .00000 1433.7 1338.7 -1404.9 2838 tD 2792.3 404 1614.1 -1652.5 1323.2 51.090 .00000 .00000 1614 .9 1323.2 -1653.3 3268 p 3132.6 405 878.'36 -746.72 1385.4 -154.46 .00000 .00000 1385.4 892.91 -761.27 2146 <D Ur 1947.7 406 -116.67 -3688.8 *164.42 -231.32 .00000 .00000 164.42 -101.76 -3703.7 3868 ° 3742.1 407 -114.69 -12576. -2488.3 -57.513 .00000 .00000 -114.42 -2488.3 -12576. 124 6,. 11461.
0 408 -349.40 -212.99 474.23 -100. 89 .00000 .00000 474.23 -159.41 -402.98 877.21 784.32 409 -331.80 400.73 554.32 -89.320 .00000 .00000 554.32 411.47 -342.53 896.85 834. 64 410 59.573 29.953 245.83 -20.534 .00000 .00000 245.83 70. 081 19.446 226.38 205.79 411 141.88 -42.223 210.97 -29. 602 .00000 .00000 210.97 146.52 -46. 866 257.83 232.41 412 175.77 179.25 275.61 -11.207 .00000 .00000 275.61 188.85 166.17 109.44 100.04 413 183.40 -128.27 174.51 2.1638 .00000 .00000 183.41 174.51 -128.28 311.69 307.34 414 -57.104 18. 047 -38.083 -4.9596 .00000 .00000 18.373 -38. 083 -57.430 75.802 68.218 POSTi NODAL STRESS LISTING ***** LOAD STEP- 1 SUBSTEP= 1 TIME= 1.0000 LOAD CASE- 0 THE FOLLOWING X,Y,,Z VALUES ARE IN GLOBAL COORDINATES NODE SX SY Sz SXY SYZ Sxz S1 S2 S3 SINT SEQV 415 -109.24 -34.255 -68.241 -14.996 .00000 .00000 -31.367 -68. 241 -112.12 70.026 416 -153.99 113.87 -61.739 14.911 .00000 .00000 114.70 -61.739 -154.82 269.51 237.10 x 417 -120.74 -129.43 -131.26 47.371 .00000 .00000 -77. 514 -131.26 -172.65 95.1- M 82.624 425 -97.262 -9503.0 -1551.8 -37.335 .00000 .00000 -97.114 -1551.8 -9503.2 9406. ° 8769.7 zt 426 -113.69 -9407.1 -1513.4 -83.751 .00000 .00000 -112.94 -1513.4 -9407.8 9294. TP 8679.8 427 -130.44 -9905.7 -1653.3 -129.39 .00000 .00000 -128.73 -1653.3 -9907.4 9778. P 9112.5 428 69.183 -9935.7 -1215.1 -56.049 .00000 .00000 69. 497 -1215.1 -9936.0 1000! <D 9429.0 S. 429 52.017 -9574.8 -1098.2 -43.747 .00000 .00000 52.216 -1098.2 -9575.0 9627 0 9106.7 430 35.895 -9065.0 -938.15 -31.638 .00000 .00000 36. 005 -938.15 -9065.1 9101.. 8655.2
0 .0 0 431 -19.729 -10325. -984.63 -10.591 .00000 .00000 -19.718 -984.63 -10325. 10305. 9858.2 432 -28.751 -9495.4 -729.90 -16.552 .00000 .00000 -28.722 -729.90 - -9495.5 9466.7 9136.3 433 -35.794* -8753.5 -503.58 -22.413 .00000 .00000 -35.736 -503. 58 -8753.5 8717.8 8493.6 434 39.104 -10370. -691.66 -2.2533 .00000 .00000 39.105 -691.66 -10370. 10409. 10063. 435 15.872 -9509. 0 -433.80 .78811 .00000 .00000 15.872 -433.80 -9509.0 9524.9 9308.2 436 -5.457 3 -8597.7 -163.46 3.7803 .00000 .00000 -5.4556 -163.46 -8597.7 8592.3 8514.4 437 -23.519 -10015. -407.54 65. 446 .00000 .00000 -23.090 -407.54 -10015. 9992.4 9805.8 438 '-32.'135' -9486.7' -249.20 32.783 .00000 .00000 -32.021 -249.20 -9486.8 9454.7 9348.1 a 439 -25.119' -8984.3 -94.412 61. 657 .00000 .00000 -24. 695 -94. 412 -8984.7 8960.1 8925. 4
.. . .. 1 . .
- POSTI NODAL STRESS LISTING'*****
LOAD STEP' SUBSTEP= 1 TIME= 1.0000 LOAD CASE= 0` THE FOLLOWING X,Y,,Z VALUES ARE IN GLOBAL COORDINATES NODE *SX SY SZ SXY SYZ sxz S1 S2 S3 SINT SEQV 440 53.199 -9684.0 -140.95 10'.430 .00000 .00000 53.210 -140.95 -9684.0 9737. 0 9641.6 441 ,10.197 -9172.2 1.'9691 17.319 .00000 .00000 10.230 1.9691 -9172.2 9182. 9178.3. 442 -4'.2849 -9968.3 -134.09 16.246 .00000 .00000 -4.2584 -134.09 -9968.3 9964. EP 9899.8 443 -4.2775 -8895.2 187.19 15.989 .00000 .00000 187.19 -4.2487 -8895.2 9082. 8988.'2 444 .15795 -9783.8 -26.855 14.459 '.00000 .00000 .17931 -26.855 -9783.8 9784. O 9770.5 445 1.3074 -9036.3 195.94 14.226 .00000 .00000 195.94 1.3298 -9036.3 9232 9136.5 446 -1.2291 -9622.9 34'.450 11.530 *.00000 .00000 34. 450. -1.2153 -9622.9 9657..., 9639.6
0 0 447 .32077 -9154.0 173.33 11. 342 .00000 .00000 173.33 .33482 -9154.0 9327.4 9242.1 448 -.80665 -9493.6 63.762 8.3862 .00000 .00000 63.762 -.79924 -9493.6 9557.4 9525.3 449 .77496 -9240.2 138.08 8.2476 .00000 .00000 138.08 .78232 -9240.2 9378.3 9310.4 450 -.74006 -9396.1 71.233 5.5393 .00000 .00000 71.233 -. 73679 -9396.1 9467.4 9431.6 451 .64228 -9294.8 100.19 5. 4463 .00000 .00000 100.19 .64547 -9294.8 9395.0 9345.7 452 -.53143 -9326.3 65.827 3.2374 .00000 .00000 65.827 -.53031 -9326.3 9392.1 9359.1 453 .55815 -9322.0 66.036 3.1819 .00000 .00000 66.036 .55923 -9322.0 9388.0 9355.4 454 -.36554 -9278.1 54.053 1.5420 .00000 .00000 54.053 -.36528 -9278.1 9332.2 9305.1 455 .41740 -9327.5 38.467 1.5144 .00000 .00000 38. 467 .41764 -9327.5 9366.0 9347.0 456 -.22042 -9245.4 40.369 .40586 .00000 .00000 40. 369 -. 22040 -9245.4 9285.8 9265.6 457 .28974 -9317.7 18.204 .39734 .00000 .00000 18.204 .28 975 -9317.7 9335.9 9327.0
- POSTi NODAL STRESS LISTING *****
LOAD STEP= 1 SUBSTEP= 1 TIME= 1.0000 LOAD CASE= 0 THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES a, 0 m NODE SX SY Sz SXY SYZ Sxz Si S2 S3 SINT 6 SEQV ZD-458 -. 11276 -9222.8 27.465 -.27153 .00000 .00000 27.4 65 -.11275 -9222.8 9250. U3 9236.5 6 459 .17954 -9297.9 4.6557 -. 26847 .00000 .00000 4 . 6557 .17955 -9297.9 9302. : 9300.3 460 -. 38257E-01 -9205.8 16.715 -.60674 .00000 .00000 16.715 -. 38217E-01 -9205.8 9222. !l 9214.1 461 .95478E-01 -9272.5 -3.3975 -.59775 .00000 .00000 .95516E-01 -3.3975 -9272.5 9272. 0 9270.8 N9 462 .76204E-02 -9191.4 8.5841 -.70946 .00000 .00000 8.5841 .76752E-02 -9191.4 9199. S 9195.7 N CLS
0
-.69841 .00000 .00000 .36554E-01 -7.3602 -9244.5 9244.5 463 .36502E-01 -9244.5 -7.3602 9240.8 9180.4 2.9765 -.67093 .00000 .00000 2.9765 .31840E-01 -9177.4 464 .31791E-01 -9177.4 9178.9 9216.0
-8.5493 -. 66023 .00000 .00000 -.65104E-03 -8.5493 -9216.0 465 -.69834E-03 -9216.0 9211.7 9162.8. i
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-8.0583 -. 55100 .00000 .00000 -.20982E-01 -8.0583 -9188.2 467 -.21015E-01 -9188.2 9184.2 -9146.9 9146.9
-9146.9 -2.3358 -.42438 .00000 .00000 .40292E-01 -2.3358 468 .40272E-017 9145.7 9161.7-
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-3.0319 -.29321 .00000 .00000 .34612E-01 -3.0319 -9129.6 470 .34602E-01 -9129.6 9128.1 -9136.6 9136.6
-5.0752 -.28832 .00000 .00000 -.29983E-01 -5.0752 471 -.29992E:-01 -9136.6 9134.0 9111.0
-3.0082 -.18206 .00000 .00000 .26870E-01 -3.0082 -9111. 0 472 .26866E-01 -9111.d 9109.5 -9112.8 9112;7
-3.4992 -.17897 .00000 .00000 -.26332E-01 -3.4992--
473 -.26335E-01 -9112.8 9111.0 -90.1..
-.96749E-O1 .00000 .00000 .19031E-01 -2.5930 -9091.3 9091:3 474 .19030E-01 -9091.3 -2.5930 9090.0 1668 -.95060E-01 .00000 .00000 -.20807E-01 -2.1668 -9090.0 -1pw00 475 -.20808.-91 -9090.0 9088.9
- k*** POST1 NODAL STRESS LISTING ***
C) LOAD STEP= 1 SUBSTEP3 1 to TIME= 1.0000 LOAD CASE- 0 to THE FOLLOWINGX,Y,Z VALUES ARE IN GLOBAL COORDINATES NODE SX SY SZ SXY SYZ Sxz Si S2, S3 S1W .5. SEQV
-2.0185 -.37022E-01 .00000 .00000 .12188E-01 -2.0185 -9070.8 9070. .!
476 .12188E-01 -9070.8 9069.8 0
-1.1463 -.36326E-01 .00000 .00000 -.14994E-01 -1.1463, -9068.0 9068 -3 477 -.14994E-01 -9068.0 9067.4
-1.4335 .68639E-03 .00000 .00000 .68051E-02 -1.4335 -9049.8 9049. t 478 .68051E-02 -9049.8 9049.1
479 -.98003E-02 -9046.6 -.43333 .74466E-03 .00000 .00000 -. 98003E-02 -.43333 -9046.6 9046.5 9046.3 480 .29429E-02 -9028. 5 -.92097 .21277E-01 .00000 .00000 .29430E-02 -.92097 -9028.5 9028.5 9028.1 481 -.56411E-02 -9025.4 .15667E-01 .20977E-01 .00000 .00000 .15667E-01 -.56411E-02 -9025.4 9025.4 9025.4 482 .43111E-03 -9007. 0 -.51670 .29724E-01 .00000 .00000 .43120E-03 -.51670 -9007.0 9007.0 9006.8 483 -.26056E-02 -9004.5 .25983 .29269E-01 .00000 .00000 .25983 -.26056E-02 -9004.5 9004.7 9004.6 484 -.10042E-02 -8985.5 -.22587 .30383E-01 .00000 .00000 -. 10041E-02 -.22587 -8985.5 8985.5 8985.4 485 -.59235E-03 -8983.5 .35901 .29903E-01 .00000 .00000 .35901 -. 59225E-03 -8983.5 8983.9 8983.7 486 -.16571E-02 -8964.0 -. 36163E-01 .26681E-01 .00000 .00000 -. 16570E-02 -. 36163E-01 -8964.0 8964.0 8963.9 - 487 .59109E-03 -8962.6 .36539 .26252E-01 .00000 .00000 .36539 .59117E-03 -8962.6 8963.0 8962.8 488 -.17936E-02 -8942.5 .72723E-01 .21083E-01 .00000 .00000 .72723E-01 -. 17936E-02 -8942.5 8942.6 8942.5 489 .11611E-02 -8941.7 .32003 .20739E-01 .00000 .00000 .32003 .11612E-02 -8941.7 8942.0 8941.8 490 -.16287E-02 -8921.1 .12272 .15193E-01 .00000 .00000 .12272 -. 16286E-02 -8921.1 8921.2 8921.1 491 .13185E-02 -8920.6 .25236 .14942E-01 .00000 .00000 .25236 .13185E-02 -8920.6 8892-9.8 8920.7 492 -. 13204E-02 -8899.7 .13373 .99315E-02 .00000 .00000 .13373 -. 13204E-02 -8899.7 8899.8 8899.8 3D 493 .12285E-02 -8899.5 .18150 .9764SE-02 .00000 .00000 .18150 .12285E-02 -8899.5 8899. c 8899.6 a C) L**** POSTI NODAL STRESS LISTING ***** LOAD STEP= 1 SUBSTEP- 1 - bb TIME= 1.0000 LOAD CASE= 0 Y,
;a cJ THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES NODE SX SY . SZ SXY SYZ Sxz S1 S2 S3 SINI ° SEQV 494 -.97475E-03 -8878.4 .12189 .57174E-02 .00000 .00000 .12189 -.97474E-03 -8878.4 8878.
8878.5
..I
0 495 .10149E- -8878.4 .11836 .56191E-02 .00000 .00000 .11836 .10149E-02 -8878.4 8878.5 8878. 5 496 _-.65483E- -8857.1 99091E-01 .26415E-02 .00000 .00000 .99091E-01 -.65483E-03 -8857;.1 8857.2 8857.2 497 , .76198E- -8857.2 .67905E-01 .25941E-02 .00000 .00000 .67905E-01 .76198E-03 -8857.2 8857.3 8857.3 498 -.39180E- -8835.9 73338E-01 ;60133E-03 .00000 .00000 .73338E-01 -.39180E-03 -8835.9 8835.9 8835.9 499 .52139E- -8836.0 .31152E-01 .58806E-03 .00000 .00000 .31152E-01 .52139E-03 -8836.0 8836.0 8836.0 500 ,-.19514E- -8814.6 .49407E-01 -. 59808E-03 .00000 .00000 .49407E-01 -. 19514E-03 -8814.6 8814.7 8814.7. 501 .31971E- -8814.8 .68279E-02 -. 59080E-03 .00000 .0oooo .68279E-02 .31971E-03 -8814.8 8814.8 8814.8 502 .00000 -8793.4 .29674E-01 -. 11759E-02 .00000 .29674E-01 .15718E-09 -8793.4 8793.5. 8793.4 .00000 503 .16634E- -8793.6 -.74259E-02 -. 11584E-02 .00000 .00000 .16634E-03 -. 74259E-02 -8793.6 8793.6 8793.6 504 -. 00000 -8772.2 .14884E-01 -. 13356E-02 .00000 .00000 .14884E-01 .20355E-09 -8772.2 8772.2 8772.2 505 .00000 -8772.3 -.14251E-01 -. 13148E-02 .060000 .00000 .19673E-09 -. 14251E-01 -8772.3 8772.3 8772.3 506 .00000 -875. 0 .47812E-02 -. 12446E-02 .00000 ..00000 .47812E-02 .17682E-09 -8751.0 8751.0 8751.0 507 .00000 -8751.1 -.16088E-01 -. 12247E-02 .00000 .00000 .17100E-09 -.16088E-01 -8751.1 .,p 75*hr - 8751.1. 508 .00000 -8729.8 -. 13991E-02 -. 10282E-02 .00000 .00000 .1211SE-09 -.13991E-02 -8729.8 8729. P 8729.8 509 .00000 -8729.8 -.14945E-01 -. 10116E-02 .006000 .00000 .11727E-09 -. 14945E-01 -8729.8 8729. - a 8729.8 510 .00000 -8708.6 -.46016E-02 -. 77209E-03 .00000 .00000 .68646E-10 -. 46016E-02 -8708.6 8708.6 511 .00000 -8708.6 -.12319E-01 -.75939E-03 .00000 .00000 .65746E-10 -.12319E-01 -8708.6 8708. 6 8708.6
- n' POST1 NODAL STRESS LISTING *****
c LOAD STEP= 1 SUBSTEP- 1 TIME- 1.0000 LOAD CASE-' 0 0 m THE FOLLOWING XY,Z VALUES ARE IN GLOBAL COORDINATES
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- POST]1 NODAL STRESS LISTING *****
LOAD STEP- 1 SUBSTEP= 1 f-
0 0 TIME- 1.0000 LOAD CASE= 0 THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES SY Sz SXY . SYZ Sxz Si S2 S3 SINT NODE SX SEQV
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- POSTi NODAL STRESS LISTING *****
LOAD STEP= 1 SUBSTEP- 1 TIMED 1.0000 LOAD CASE= 0 THE FOLLOWING X,Y,,Z VALUES ARE IN GLOB)kL COORDINATES NODE SX SY sz SXY SYZ Sxz Si S2 S3 SINT SEQV 602 .00000 -7732.2 .00000 .00000 .00000 .00000 .00000 .00000 -7732.2 7732.2 7732.2 603 .00000 -7732.2 .00000 .00000 .00000 .00000 .00000 .00000 -7732.2 ,4773.02 - 7732.2 604 .00000 -7711.0 .00000 .00000 .00000 .00000 .00000 .00000 -7711.0 7711.0 7711.0 605 .00000 -7711.0 .00000 .00000 .00000 .00000 .00000 .00000 -7711.0 7711. ea 7711.0 an 606 .00000 -7689.8 .00000 .00000 .00000 .00000 .00000 .00000 -7689.8 7689. T 7689.8 607 .00000 -7689.8 .00000 .00000 .00000 .00000 .00000 .00000 -7689.8 7689. z 7689.8 608 .00000 -7668.6 .00000 .00000 .00000 .00000 .00000 .00000 -7668.6 7668. 0 7668.6 609 .00000 -7668.6 .00000 .00000 .00000 .00000 .00000 .00000 -7668.6 7668. <D 7668.6 Ui 610 .00000 -7647.3 .00000 .00000 .00000 .00000 .00000 .00000 -7647.3 7647. 0 7647.3 611 .00000 -7647.3 .00000 .00000 .00000 .00000 .00000 .00000 -7647.3 7647._ 7647.3 N 67
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- POST1 NODAL STRESS LISTING *****
LOAD STEP= 1 SUBSTEP= 1 TIME= 1.0000 LOAD CASE- 0 THE FOLLOWING X,'f,Z VALUES ARE IN GLOBAL COORDINATES NODE SX, SY Sz SXY SYZ Sxz Si S2 S3 SINT SEQV 566 .00000 -8114.3 .00000 .00000 .00000 .00000 .00000 .00000 -8114.3 8114.3 8114.3 567 .00000 -8114.3 .00000 .00000 .00000 .00000 .00000 .00000 -8114.3 8114.3 8114.3 568 .00000 -8093.1 .00000 .00000 .00000 .00000 .00000 .00000 -8093.1 8093.1 8093.1 569 .00000 -8093.1 .00000 .00000 .00000 .00000 .00000 .00000 -8093.1 8093.1 8093.1 570 .00000 -8071.8 .00000 .00000 .00000 .00000 .00000 .00000 -8071.8 8071.8 8071.8 571 .00000 -8071.8 .00000 .00000 .00000 .00000 .00000 .00000 -8071.8 80D7,w8 -- 8071.8 572 .00000 -8050.6 .00000 .00000 .00000 .00000 .00000 .00000 -8050.6 8050.6 8050.6 x 573 .00000 -8050.6 .00000 .00000 .00000 .00000 .00000 .00000 -8050.6 8050. a 8050.6 a 574 .00000 -8029.4 .00000 .00000 .00000 .00000 .00000 .00000 -8029.4 8029. 8029.4 575 .00000 -8029.4 .00000 .00000 .00000 .00000 .00000 .00000 -8029.4 8029. 8029.4 576 .00000 -8008.2 .00000 .00000 .00000 .00000 .00000 .00000 -8008.2 8008. w 8008.2 577 .00000 -8008.2 .00000 .00000 .00000 .00000
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.00000 -7944.5 .00000 .00000 .00000 .00000 .00000 .00000 -7944 .5 7944.5 583 7944.5 POST1iNODAL S'TRESS LISTING *****
LOAD STEP= 1 SiJBSTEP- 1 TIME= 1.0000 LOAD CASE= 0 THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES NODE SX . SY' ' Sz SXY SYZ Sxz Si- S2 S3 SINT SEQV 584 .00000 -7923.3 .00000 .00000 .00000 .00000 .00000 .00000 -7923.3 7923.3 7923.3
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- POSTI NODAL STRESS LISTING *****
LOAD STEP- 1 SUBSTEP= 1 TIME= 1.0000 LOAD CASE= 0 THE FOLLOWING X,Y, Z VALUES ARE IN GLOBAL COORDINATES NODE SX SY Sz SXY SYZ Sxz S1 S2 S3 -V'Srw ' .'r SEQV 620 .00000 -7541.2 .00000 .00000 .00000 .00000 .00000 .00000 -7541.2 7541.2 621 .00000 -7541.2 .00000 .00000 .00000 .00000 .00000 .00000 -7541.2 7541. a 7541.2 622 .00000 -7520.0 .00000 .00000 .00000 .00000 .00000 .00000 -7520.0 7520. ° 7520.0 (D CD 623 .00000 -7520.0 .00000 .00000 .00000 .00000 .00000 .00000 -7520.0 7520. 6 7520.0 -'.1 624 .00000 -7498.8 .00000 .00000 .00000 .00000 .00000 .00000 -7498.8 7498. P 7498.8 ;a 625 .00000 -7498.8 .00000 .00000 .00000 .00000 .00000 .00000 -7498.8 7498. X 7498.8 626 .00000 -7477.5 .98061E-04 .00000 .00000 .00000 .00000 -. 98061E-04 -7477.5 0 7477. = 7477.5 627 .00000 -7477.5 .00000 .00000 .00000 .00000 .00000 .00000 -7477.5 7477.o - 7477.5 V-
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.; i LOAD STEP5 1 Si'JBSTEP- 1 TIME- 1.0000 LOAD CASE= 0 I Y THE FOLLOWING XY,Z VALUES ARE IN GLOBAL COORDINATES 03 NODE SX SY Sz Sxy. SYZ Sxz Si S2 S3 SINT C SEQV
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- POST1 NODAL STRESS LISTING ***** .- :- '
LOAD STEP- 1 SUBSTEP= 1 TIME- 1.0000 LOAD CASE= 0 w W THE FOLLOWING X,Y,,Z VALUES ARE IN GLOBAL COORDINATES
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LOAD STEP= 1 SUBSTEP- 1 6D TIME= 1.0000 LOAD CASE= 0 , .,
.98- n8 THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES Sxz Si S2 S3 SIN~1 .9 NODE --SX SY SZ SXY -. SYZ in7 SEQV
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