ML17262A440
| ML17262A440 | |
| Person / Time | |
|---|---|
| Site: | Ginna  |
| Issue date: | 10/04/1990 |
| From: | ROCHESTER GAS & ELECTRIC CORP. |
| To: | |
| Shared Package | |
| ML17262A442 | List: |
| References | |
| EWR-5327, EWR-5327-R, EWR-5327-R00, NUDOCS 9104240285 | |
| Download: ML17262A440 (29) | |
Text
ATTACHMENT D 9i04240285 9i0415 P
Design Ver'fication Ginna Station Containment Foundation Mat Analysis ROCHESTER GAS AND ELECTRIC CORPORATION 89 EAST AVENUE ROCHESTER, NEW YORK 14649 EWR I5327 Revision 0
October 1,
1990 Prepared.
By: Structural Engineer Dat'e Reviewed By: Structural gineer Date C
Approved By:
Cl.
Manager, S~ucturhl B~ieering io 49o Date Page i
r I~
BEVXS EON STATUS SHEET Page Latest Rev.
Page Latest Rev.
Page Latest Rev.
i Design Verification EWR I5327 Page ii Revision 0
October 1, 1990
t
~I
Desi Review 1.0 Summar Descri tion of the Desi n Recent licensing activities relative to Ginna Station license extension have prompted an analytical inves-tigation of the Containment Building.
This analysis is made to address the adequacy of the foundation mat to resist upward hydrostatic pressure loads.
2.0 Referenced Documents Letter "Request For Additional Information (RAI),
Concerns Related to the Integrity of Containment at Ginna (TAC No.
67427)"
from Allen Johnson, USNRC to Robert Mecredy dated July 9, 1990.
3.0 Discussion Not applicable.
4.0 5.0
~summar The analysis that was done on STARDYNE is very conser-vative and shows the mat to be acceptable for water at elevation 265 and slightly overstressed for water at elevation 270.
The MSC PAL results confirm the STARDYNE results at elevation 265 and demonstrated, with a less conservative model, that the slab is also adequate for water at elevation 270.
Justification for Mana er's Verification Not applicable.
LAS/170 Design Verification
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EWR I5327 Page 1
Revision 0
October 1, 1990
DESIGN REVIEW CHECKLIST YES NO (2)
(3)
Were the inputs correctly selected and incorporated into design?
Are assumptions necessary to perform the design activity adequately described and reasonable?
Where necessary, are the assumptions identified for subsequent re-verifications when the detailed design activities are completed?
Are the appropriate quality and quality assurance requirements specified?
(4)
Are the applicable
- codes, standards and regulatory requirements including issue and addenda properly identified and are their requirements for design met?
(5)
(6)
(7)
(8)
(9)
(10)
(10a)
Have applicable construction and operating experience been considered?
Have the design interface requirements been satisfied?
Was an appropriate design method. used?
Is the output reasonable compared to inputs?
Are the specified parts, equipment and processes suitable for the required application?
Are the specified materials compatible with each other and the design environmental conditions to which the material will be exposed?
For 10CFR50.49 specified items, are all requirements in sections 4,
5 and 6 of the applicable EEQ-1 forms properly incorporated in the design outputs?
Have adequate maintenance features and requirements been specified?
X X
N/A N/A N/A N/A Design Verification
~
~
~
EWR f5327 Page 2
Revision 0
October 1, 1990
~5 (12)
(13)
(14)
(15)
(16)
(17)
Are accessibility and. other design provisions adequate for performance of needed. maintenance and repair?
Has adequate accessibility been provided to perform the in-service inspection expected to be required during the plant life' Has the design properly considered radiation exposure to the public and plant personnel?
Are the acceptance criteria incorporated in the design documents sufficient to allow verification that design requirements have been satisfactorily accomplished?
Have adequate pre-operational and.
subsequent periodic test requirements been appropriately specified?
Have the characteristics of existing equipm'ent important to the conduct of tests been reviewed to assure the characteristics can meet the test requirements?
N/A N/A N/A N/A N/A (19)
Are adequate
- handling, storage, cleaning and shipping requirements specified?
Are adequate identification requirements specified?
N/A N/A (20)
(21)
(22)
Are requirements for record preparation, review, approval, retention, etc.,
adequately specified?
Are the requirements for fire protection specified in the Design Criteria adequately incorporated in the drawings and specifications?
Have the Environmental qualification requirements of the Design Criteria, including compliance with QE-328 and 10 CFR 50.49 been satisfied?
N/A N/A (23)
Has design process been performed in accordance with approved.
RG&E Engineering Procedures?
[LAS/172]
Design Verification
~
~
~
EWR I5327 Page 3
Revision 0
October 1, 1990
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~/2 1: TITLE C/V BASE SLAB 2:
NODAL POINT LOCATIONS 1
1 0
0 0
340 00 270 340 6:
181 270 0
7:-
III ~ ~IV
~ ~
ua.nor~
a.INC.
8:
NODAL POINT LOCATIONS 21 9:
1 20 200 1
20 10: -- BLANK LINE--
11:
QUADRILATERAL PLATE TYPE 0
1 24 12: MATERIAL PROPERTIES 3000000 1160000
.000224 0
13:
GENERATE CONNECTS 1
20 200 1
20 14:
ZERO 1
15:
TX ALL 16:
TY ALL 17:
RZ ALL 18: ALL 1 19: ALL 21 20: ALL 41 ENTER EDIT COMMAND OR LINE NUMBER--
- Replace, Delete, Add, Insert, Copy, Move, Print, Get, Save, Quit
~T 1'7:
RZ ALL 18: ALL 1 19: ALL 21 L 41 EDIT COHHAND OR LINE NUHBER--
- Replace, Delete, Add, Insert, Copy, Hove, Print, Get, Save, Quit P20 20: ALL 41 21: ALL 61 22: ALL'1 23: ALL 101 24: ALL 121 25: ALL 141 26: ALL 161 27: ALL 181 28: -- BLANK LINE--
29: ELIHINATE 30: -- BLANK LINE--
31:
END DEFINITION
--ENTER EDIT COHHAND OR LINE NUHBER--
- Replace, Delete, Add, Insert, Copy, Hove, Print, Get, Save, Quit
--ENTER EDIT COMMAND OR LINE NUMBER--
- Replace, Delete, Add, Insert, Copy, Move, Print, Get, Save, Quit P
~
~
~
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TLE C/V SLAB HYDROSTATIC LOADS 2:
OISPLACEMEH'TS APPLIED 11 3:
RA 0 1
THROUGH 20 4:
RA 0 181 THROUGN 200 5:
TA 0 20 THROUGH 200 STEP 20 6:
RA 0 20 THROUGH 200 STEP 20 7
8:
FORCES AND MOMEHTS APPLIEO 11 9:
FZ 6663 1
THROUGH 200 STEP 1
10:
FZ -10000 9 THROUGH 10 STEP 1
11:
FZ -10000 28 THROUGH 29 STEP 1
12:
FZ 10000 168 THROUGH 169 STEP 1
13:
FZ -10000 188 THROUGH 189 STEP 1
14:
15:
SOLVE 16:
END DEFINITION
--ENTER EDIT COMMAND OR LINE NUMBER--
- Replace, Delete, Add, Insert,
- Copy, Move, Print, Get, Save, Quit
03-20-91 10:23 HSC/pal 2
Page 1
STATIC C/V BASE SLAB AHALYSIS SUBCASE HO.
1 ELEHEHT RECOVERY HAXIHUH ELEHEHT 77 77 77 77 77 78 78 78 78
?e 79 79 79 79 79 80 80 80 80 0
1 81 81 82 82 82 82 82 83 83 83 83 83 84 84 84 84 84 85 85 e5 85 STRESSES NODE FOR QUAD E HAJOR 7.094E+02 8.613E+02 5.579E+02 5.576E+02 8.609E+02 4.351E+02 5.629E+02 3.075E+02 3.075Ei02 5.625Ei02 2.090E+02
- 3. 135E+02 1.043E+02 1.045E+02 3.134E+02 3.136E+01 1.108E+02 6.522E+01 6.533E+01 1.110E+02 1 '30E+02 6.337E+01 1.773E+02 1.76?E+02 6.352E+01 2 '89E+02 1.?17E+02 2.666E+02 2.661E+02 1.712E+02 2.954E+02 2.620E+02 3.291E+02 3.290E+02 2.615E+02 3.479E+02 3.258E+02 3.701E+02 3.704E+02 3.253E+02 3.803Et02 3.680E+02 3.924E+02 3.930E+02 0
81 82 102 101 0
82 83 103 102 0
83 84
,104 103 0
84 85 105 104 0
85 86 106 105 0
86 87 107 106 0
87 88 108 107 0
88 89 109 108 0
89 90 110 LEHEHT HINOR
-7.094E+02
-8.613E+02
-5.579E+02
-5 '76E+02
-8.609E+02
-4.351E+02
-5.629E+02
-3.075E+02
-3.075E+02
-5.625E+02
-2.090E+02
-3.135E+02
-1.043E+02
-1.045E+02
-3.134E+02
-3.136E+01
-1.108E+02
-6.522E+01
-6.533E+01
-1.110E+02
-1.130E+02
-6.337E+01
-1.773E+02
-1.767E+02
-6.352E+01
-2.189E+02
-1.717E+02
-2.666E+02
-2.661E+02
-1. 712E+02
-2.954E+02
-2.620E+02
-3.291E+02
-3.290E+02
-2.615E+02
-3.479E+02
-3.258E+02
-3.701E+02
-3.704E+02
-3.253E+02
-3.803E+02
-3.680E+02
-3.924E+02
-3.930E+02 SHEAR 2.520E+02 3.044E+02 1.997E+02 1.996E+02 3.043E+02 1.587E+02 2.015E+02 1.160E+02
- 1. 161E+02 2.014E+02 8.504E+01 1.182E+02 5.181E+01 5.196E+01 1.182E+02 2.958E+01 5.411E+01 4.851E+00 5.115E+00 5.423E+01 1.018E+01 7.068E+00 2.773E+01 2.738E+01 7.302E+00 3.728E+01 2.575E+01 4.914E+01 4.879E+01 2.544E+01 5.502E+01 4.752E>01 6.278E+01 6.259E+01 4.718E+01 6.657E+01
- 6. 160E+01
- 7. 165E+01
- 7. 172E+01
- 6. 131E+01 7.417E+01 7.091E+01 7.739E+01 7.760E+01 VOH HISES STRESS 6.323E+02 7.669E+02 4.979E+02 4.97?Ei02 7.665E+02 3.898E+02 5.024E+02 2.776E+02 2.7?6E+02 5.021E+02 1.925E+02 2.830E+02 1 '40E+02 1.042E+02 2.829E+02 5 '26E+01 1.096E+02 6.095E+01 6.087E+01 1.097E+02 1.044E+02 5.762E+01 1.571E+02 1.567E+02 5.762E<01 1.928E+02 1.526E+02 2.335E+02 2.331E+02 1.523E+02 2.586E+02 2.297E+02 2.87?E+02 2.876E+02 2.294E+02 3.041E+02 2.849E+02 3.232E+02 3.235E+02 2.846E+02 3.320E+02 3.215E+02 3.424E+02 3.428E+02 CR ITER IOH X YIELD 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
03-20-91 10:23 HSC/pal 2
Page 86 86 87 87 87 87 87 88 88 88 88 88 89 89 89 89 89 90 90 90 90 90 91 91 1
2 92 92 92 92 93 93 93 93 93 94 94 94 94 94 95 95 95 95 95 109 0
90 91 111 110 0
91 92 112 111 0
92 93 113 112 0
93 94 114 113 0
94 95 115 114 0
95 96 116 115 0
96 97 117 116 0.
97 98 118 117 0
98 99 119 118 0
99 100 120 119 3.678E+02 3.939E+02 3.914E+02 3.959E+02 3.965E+02 3.916E+02 3.880E+02 3.962E+02 3.793E+02 3.799E+02 3.968E+02 3.610E+02 3.811E+02 3.404E+02 3.409E+02 3.818E+02 3.101E+02 3.437E+02 2.761E+02 2.764E+02 3.443E+02 2.317E+02 2.807E+02 1.824E+02 1.826E+02 2.812E+02 1.216E+02 1.881E+02 5.917E+01 5.919E+01 1.884E+02 2.715Et01 6.173E+01
- 1. 112E+02 1.113E+02
- 6. 182E+01 2.124E+02 1.045E+02 3.202E+02 3.205E+02 1.045E+02 4.448Ei02 3.139E+02 5 '53E+02 5.758E+02 3.1C2E+02 7.246E+02 5.702E+02 8.784E+02 8.791E+02 5.706E+02
-3.678E+02
-3.939E+02
-3.914E+02
-3.959E+02
-3.965E+02
-3.916E+02
-3.8ME+02
-3.962E+02
-3.793E+02
-3.799E+02
-3.968E+02
-3.610E+02
-3.811E+02
-3.404E+02
-3.409Ei02
-3.818E+02
-3. 101E+02
-3.437Ei02
-2.761E+02
-2.764E+02
-3.443E+02
-2.317E+02
-2.807E+02
-1.824E+02
-1. S26E+02
-2.812E+02
-1.216E+02
-1.881E+02
-5.917E+01
-5.919E+01
-1.M4E+02
-2. 715E+01
-6. 173E+01
-1.112E+02
-1 '13E+02
-6.182E+01
-2.124E+02
-1.045E+02
-3.202E+02
-3.205E+02
-1.045E+02
-4.448E+02
-3 '39E+02
-5.753E+02
-5.758E+02
-3.142E+02
-7.246E+02
-5.702E+02
-8.784E+02
-8.791E+02
-5.706E+02 7.077E+01 7.856E+01 7.702E+01 7.991E+01 8.019E+01
- 7. 714E+01 7.928E+01 8.000E+01 7.828E+01 7.855E+01 8.029E+01 7.520E+01 7.893E+01 7.123E+01 7.144E+01 7.922E+01 6.479E+01
- 7. 2C1E+01 5.699E+01 5.713E+01 7.264E+01 4.608E+01 5.865E+01 3.339E+01 3 '46E+01 5.881E+01 1.66SE+01 3.543E+01 2.184E+00 2.180E+00 3.552E+01 2.605E+01 5 '29E.01 5.225E+01 5.230E+01 5.638E-01 8.467E+01 4.987E+01 1 '94E+02
- 1. 195E+02 4.989E+01 1.614E+02
- 1. 172E+02 2.055E+02 2.056E+02
- 1. 173E+02 2.572E+02 2.037E+02 3.105E+02 3.107E+02 2.038E+02
- 3. 213E+02 3.434E+02 3.415E+02 3.450E+02 3.455E+02 3.417E+02 3.379E+02 3.452E+02 3.301E+02 3.306E+02 3.457E+02 3.141E+02 3.317E+02 2.961E+02 2.965E+02 3.322E+02 2.698E+02 2.989E+02 2.403E+02 2.406E+02 2.994E+02 2.021E>02 2.442E+02 1 ~ 598E+02 1.600E+02 2.4C6E+02 1.08SE+02 1.646E+02 5.711E+01 5.714E+01 1.648E+02
- 4. 513E+01
- 6. 118E+01
- 1. 080E+02
- 1. 081Et02
- 6. 127E+01 1.945E<02 1.022E+02 0.882E+02 2.8SSE+02 1 '23E+02 3.981E+02 2.827E+02 5.133E+02
- 5. 137E+02 2.829E+02 6.457E+02 5.087E+02 7.821E+02 7.827E+02 5.091E+02 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 '
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 '
0.0 0.0 0.0 0.0 0.0 0.0 0.'0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 '
0.0
03-20-91 10:05 HSC/pal 2
Page 39 i
MAXIHUH STRESSES FOR HAJOR HlNOR 81 8.613E+02
-8.613E+02 82 5.604E+02.5.604E+02 83 3 '05E+02.3.'l05E+02 84 1.076Et02
.1.076E+02 85 6.430E+01
-6.430E+01 86 1.745Et02
-1.745E+02 87 2.643E+02
-2.643E+02 88 3.275E+02
-3.275E+02 89 3.691E+02
-3.691E+02 90 3.919E+02
.3.919E+02 91 3.961E+02
-3.961E+02 92 3.802E+02 -3.802Et02 93 3.421E+02
-3.421E+02 94 2.784E+02
-2.784E+02 95 1.853E+02
-1.853E+02 96 6.045E+01
-6.045E+01 97
'l.079E+02 -1.079E+02 98 3.170E+02
-3.170E+02 99 5.727E+02
-5.727E+02 100 8.784E+02
.8.784E+02 101 8.609E+02
-8.609E>02 102 5.601E+02
-5.601E+02 103 3.105E+02
-3.105E+02 104 1 '77E+02
-1.077E+02 5
6.443E+01
-6.443E+01 1.740E+02
-1.740E+02 2.638E+02
-2.638E+02 3.271E+02
-3.271E+02 109 3.691E+02
.3.691E+02 110 3.923E+02
-3.923E+02 111 3.966E+02
-3.966E+02 112 3.808E+02
-3.808E+02 113 3.426E+02
-3.426E+02 114 2.788E+02
-2.788E+02 115 1.855E+02
-1.855E+02 116 6 '51E+01
-6.051E+01 117 1.079E+02
-1.079E+02 118 3.173E+02
-3.173E+02 119 5.732E+02
-5.732E+02 120 8.791E+02
-8.791E+02 SHELL ELEMENTS SHEAR 3.044E+02 2.006E+02 1.171E+02 5.296E+01 5.959E+00 2.674E+01 4.833E+01 6.219E+01
- 7. 128E+01 7.721E+01 7.995E+01 7.860E+01 7.182E+01 5.782E+01 3 '41E+01 1.368Et00 5.106E+01 1.183E+02 2.046E+02 3.105E+02 3.043E+02 2.005E+02 1.171E+02 5.310E+01 6.209E+00 2.641E+01 4.798E+01 6.195E+01
- 7. 125E+01 7.737E+01 8.024E+01 7.M8E+01 7.204E+Ol 5.797E+01 3 '49E+01 1.372E+00 5.110E>01 1.184E+02 2.047Et02 3.107E+02 VOH HISES STRESS CR ITER IOH 7.669E+02 5.001E+02 2.803E+02
- 1. 068E+02 5.929E+01 1.548E+02 2.316Ei02 2.863E+02 3.224E+02 3.419E+02 3.451E+02 3.309E+02 2.975E+02 2.422E+02 1.622E+02 5.915Ei01 1.051E+02 2.855E+02 5.110E+02 7.821E+02 7.665E+02 4.999E+02 2.802E+02 1.070E+02 5.924E+01 1.545E+02 2.313E+02 2.861E+02 3.224E+02 3.423E+02 3.456E+02 3.314E+02 2.979E+02 2.426E+02 1.624E+02 5.920E+01 1 '52E+02 2.857E+02 5.114E+02 7.827E+02
"Je
03-20-91 10:38 MSC/pal 2
Page 1
C/V BASE SLAB STATIC ANALYSIS SUBCASE NO.
1 ELEHENT RECOVERY MAXIMUM ELEMENT 2
2 2
2 2
22 22 22 22 22 42 42 42 42 42 62 62 62 62 82 82 82 102 102 102 102 102 122 122 122 122 122 142 142 142 142 142 STRESSES NODE 0
2 3
23 22 0
23 24 44 43 0
44 45 65 64 0
65 66 86 85 0
86 87 107 106 0
107 108 128 127 0
128 129 149 148 0
149 150 170 169 FOR QUAD E MAJOR 1.962E+02 7.773E+02 8.115E+02 4.615E+02 3.559E+02 1.S23E+02 8.011E+01 2.988E+02 6.628E+01 3.338E+02 5.581E+01 1.632E+02 1.316E+02 8.564E+01 1.065E+02 1.289E+02 8.864E+01
- 1. 651E+02 1.887E+02 8.507E+01 2.189E+02 1.717E+02 2.666E+02 2.661E+02 1.712E+02 2.902E+02 2.665E+02 3.329E+02 2.988E+02 2.629E+02 2.928Et02 3.172E+02 3.405E+02 3.005E+02 2.130E+02 2.695E+02 2 '19E+02
- 3. 131E+02 2.144E+02 2.987E+02 LEHENT HINOR
-1.962E+02
-7.773E+02
-8.115E+02
'-4.615E+02
-3.559E+02
-1.823E+02
-8.011E+01
-2.988E+02
-6.628E+01
-3.338E+02
-5.581E+01
-1.632E+02
-1.316E+02
-8.564E+01
-1 ~ 065E+02
-1 ~ 2S9E+02
-8.864E+01
-1.651E+02
-1.887E+02
-8.507E+01
-2 '89E+02
-1.717E+02
-2.666E+02
-2.661E+02
-1.712E+02
-2.902E+02
-2.665E+02
-3.329E+02
-2.988E+02
-2.629E+02
-2.928E+02
-3.172E+02
-3.405E+02
-3.005E+02
-2.130E+02
-2.695E+02
-2.519E+02
-3. 131E+02
-2.144E+02
-2.987E+02 SHEAR 8.176E+01 3.137E+02
- 2. 725E+02 1.669E+02
- 1. 172E+02
- 6. 154E+01 4.327E+01 9.698E+01 4.199E+01 1 ~ 139E+02 4.657E+01 6.444E+01
- 6. 191E+01 4 ~ 538E+01
- 5. 838E+01 3 ~ 123 E+01 2.887E+01 4.053E+01 3.905E+01 2.847E+01 3.728E+01 2.575E+01 4.914E+01 4.879E+01 2.544E+01 6.120E+01 5.165E+01 6.596E+01 6.614E+01 6.125E+01 7.695E+01 7.388E+01 7.660E+01 9.301E+01 6.466E+01
- 1. 101E+02 6.651E+01
- 9. 218E+01
- 1. 235E+02
- 1. 584E+02 VON HISES STRESS 1.821E+02 7.142E+02 7.164E+02 4.127E+02 3.133E+02 1.610E+02 8.351E+01 2.6268+02 7.668E+01 2.954E+02 8.119E+01 1.490E+02 1.279E+02 8.832E+01 1.120E+02
- 1. 116E+02 7.793E+01 1.430E+02 1.642E+02 7.507E+Ol 1.928E+02 1.526Et02 2.335Et02 2.331E+02 1.523E+02 2.524E+02 2.327E+02 2.903E+02 2.593E+02 2.279E+02 2.536E+02 2.750E+02 2.954E+02 2.627E+02 1.859E+02 2 '86E+02 2.183E+02 2.726E+02 2.324E+02 3.081E+02 CR ITER ION X YIELD 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
r 4
03-20-91 10:38 HSC/pal 2
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2 3
22 23 24 43 44 45 64 65 66 85 86 87 106 107 108 127 128 129 148 149 150 169 HAXIHUH STRESSES FOR MAJOR HI NOR 7.773E+02
-7.773E+02 8.115E+02
-8.115E+02 3.559E+02
-3.559E+02 2.708E+02
.2.708E+02 2.988E+02
-2.988E+02 3.338E+02
-3.338E+02 1 '47E+02 -1.147E+02
'l.316E+02 -1.316E+02 1.065E+02
-1.065E+02 8.714E+01
-8.714E+01 1.651E+02
-1.65'lE+02 8.507E+01
-8.507E+01 1.802E+02
-1.802E+02 2.666E+02 -2.666Et02 1.712E+02
-1.712E+02 2.663Et02 -2.663Et02 3.329E+02
-3.329E+02 2.629E+02
.2.629E+02 3.080E+02
-3.080E+02 3.405E+02
-3.405E+02 2.130E+02
-2.130E+02 2.762E+02
-2.762E+02 3.131E+02
-3.131E+02 2.987E+02
-2.987E+02 2.144E+02
-2.144E+02 SHELL ELEMEHTS SHEAR
- 3. 137E+02 2.725E+02 1 ~ 172E+02 1.051E+02 9.698E+01 1.139E+02 5.321E+01
- 6. 191E+01 5.838E+01 3.713E+01 4.053E+01 2.847E+01 3.240E+01 4.914Et01 2.544E+01 5.022E+01 6.596E+01 6.125E+01
- 7. 001E+01 7.660E+01 6.466E+01 7.976E+01 9.218E+01 1 ~ 584 E+02 1.235E+02 VOH HISES STRESS CRITERIOH 7.142E+02 7.164E+02 3.133E+02 2.481E+02 2.626E+02 2.954E+02 1 ~ 128E+02 1.279E+02 1 ~ 120E+02 8.312E+01 1 '30E+02 7.507E+01 1.584E+02 2.335E+02 1.523E+02 2.329E+02 2.903E+02 2.279E+02 2.671E+02 2.954E+02 1.859E+02 2.405E+02 2.726E+02 3.081E+02 2.324E+02
03-20-91 10:40 HSC/pal 2
Page 1
C/V BASE SLAB STATIC ANALYSIS SUBCASE HO.
1 ELEMENT RECOVERY MAXIMUM ELEHEHT 17 17 17 17 17 37 37 37 37 37 57 57 57 57 57 77 77 77 77 77 97 97 117 117 117 117 117 137 137
'137 137 137 157 157 157 157 157 STRESSES HOOE 0
17 18 38 37 0
38 39 59 58 0
59 60 80 79 0
81 82 102 101 0
102 103 123 122 0
'23 124 144 143 0
144 145 165 164 0
165 166 186 185 FOR OUAO E HAJOR 9.304E+01 9.344E+02 9.137E+02 7.215E+01 3.067E+02 4.137E+02 4.869E+02 3.813E+02 5.696E+02 2.174E+02 6.782E+02 4.629E+02 8.098E+02 8.655E+02 5.746E+02 7.094E+02 8.613E+02 5.579E+02 5.576E+02 8.609E+02 4.310E+02 5.633E+02 3 '86E+02
- 3. 150E+02 5.374E+02 1.954E+02 2.903E+02 1.282E+02 5.580E+01 3.283E+02 7.557E+01 1.738E+02 1.404Ei02 1.902E+02 1.943E+02 8.318E+01 2.958E+02
- 1. 132E+02 7.800E+02 8.403E+02 LEMEHT HIHOR
-9.304E+01
-9.344E+02
-9.137E+02
-7.215E+01
-3.067E+02
-4.137E+02
-4.869E+02
-3.813E>02
-5.696E+02
-2.174E+02
-6.782E>02
-4.629E+02
-8.098E+02
.8.655f+02
-5.746E+02
-7.094E+02
-8.613E+02
-5.579E+02
-5.576E+02
-8.609E+02
-4.3'ICE+02
-5.633E+02
-3.086E+02
-3.150E+02
-5.374E+02
-1.954E+02
-2.903E+02
-1.282E+02
'5.580E+01
-3.283E+02
-7.557E+01
-1. 738E+02
-1.404E+02
-1.902E+02
-1.943E+02
-8.318E+01
-2.958E+02
-1. 132E+02
-7.800E+02
>>8.403E+02 SHEAR 4.714E+01 3.402E+02 3.648E+02 3.927Ei01 1.107E+02 1.313E+02 1.592E+02 1.157E+02 1.888E+02 6.190E+01 2.391E+02 1.591E+02 2.848E+02 3.074E+02 2.052E+02 2.520E+02 3.044E+02 1.997E+02 1.996E+02 3.043E+02 1.555Ei02 2.014E+02 1.165E+02 1.145E+02 1.896E+02 7.377E+01 1.084E+02
- 6. 101E+01 3.459E+01 1.123E+02 6.081E+01 7.618E+01 7.317E+01 6.973E+01 1.024E+02 7.079E+01 1.468E+02
- 4. 589E+01 3.511E+02 2.801E+02 VON HISES STRESS 9.367E+01 8.368E+02 8.370E+02 7.555E+01 2.742E+02 3.626E+02 4.283E+02 3.327E+02 5.019E+02 1.889E+02 6.036E+02 4.102E+02 7.204E+02 7.713E+02 5.126E+02 6.323E+02 7.669E+02 4.979E+02 4.977E+02 7.665E+02 3.853E+02 5.026E+02 2.786E+02 2.820E+02 4.783E+02 1.764E+02 2.614E+02 1'.252E+02 6.355E+01 2.907E+02 1.064E+02 1.641E+02 1.434E+02 1 '06E+02 1.998E+02 1.232E+02 2.947E+02 1 '42E+02 7.442E+02 7.411E+02 CRI TER IOH X YIELD 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 O.O 0.0 0.0 0.0 0.0 0.0
~ i a
D3-20.91 10:40 HSC/pal 2
P89e 2
17 9.344E+02 18 9.137Et02 37 3.067E+02 38 2 '95E+02 39 3.813E+02 58 2.174E+02 59 5.162E+02 60 8.098Et02 79 5.746E+02 80 8.655E+02 81 8.613E+02 82 5.579E+02 101 8.609E+02 102 5.604Et02 103 3 '86E+02 122 5.374E+02 123 3.027E+02 124 1.282E+02 143 3.283E+02 144 1.148E+02 145 1.404E+02 164 1.943E+02 165 2.430E+02 166 1.132E+02 185 8.403E+02 7.800E+02
-9.344E+02
-9.137E+02
-3.067E+02
-2.795E+02
-3.813E+02
-2.174E+02
-5.162E+02
-8.098E+02
-5.746E+02
-8.655E+02
-8.613E+02
-5.579E+02
-8.609E+02
-5.604E+02
-3 '86E+02
-5.374E+02
-3.027E+02
-1.282E+02
-3.283E+02
-1. 148E+02
-1.404E+02
-1.943E+02
-2.430E+02
-1 '32E+02
-8.403E+02
.7.800E+02 MAXIMUM STRESSES FOR HAJOR HlNOR SHELL ELEMEMTS SHEAR 3.402E+02 3.648E+02 1 '07E+02 9.926E+01 1.157E+02 6.190E+01 1.740Et02 2.848E+02 2.052E+02 3.074E+02 3 '44E+02 1.997E+02 3.043E+02 2.005E+02 1.165E+02 1.896E+02
- 1. 114E+02
- 6. 101E+01 1.123E>02 5.538E+01 7.317E+01
- 1. 024E+02 1.083E+02 4.589E+01 2.801E+02 3.511E+02 VOH HISES STRESS CRITERIOH 8.368E+02 8.370E+02 2.742E+02 2.519E+02 3.327E+02 1.889E+02 4.561Ei02 7.204E+02 5.126E+02 7.713E+02 7.669E+02 4.979E+02 7.665E+02 5.002E+02 2.786E+02 4.783E+02 2.717E+02 1.252E+02 2.907E+02 1.138Et02 1.434Et02 1.998E+02 2.327E+02 1.042E+02 7.411E+02 7.442E+02