Text

Rev 1 to Design Verification Ginna Station Containment Foundation Mat Analysis
	ML17262A560
Person / Time
Site:	Ginna
Issue date:	06/18/1991
From:	; ROCHESTER GAS & ELECTRIC CORP.
To:	;
Shared Package
ML17262A559	List: ML17262A558; ML17262A560;
References
	EWR-5327, EWR-5327-R01, EWR-5327-R1, NUDOCS 9107230243
	Download: ML17262A560 (17)
	v • d • e

ATTACHMENTA Design Verification Ginna Station Containment Foundation Mat Analysis ROCHESTER GAS AND ELECTRIC CORPORATION 89 EAST AVENUE ROCHESTER'EW YORK 14649 EWR f5327 Revision 1

June 18, 1991 Prepared By: Structural Engineer Date Reviewed By: Structural Eng eer D te Approved By:

nager, Structural ngineering aiR~

Date Page i 9i07230243 9107ii

PDR, ADOCK 05000244 P

PDR

REVISION STATU SHEET Page Latest Rev.

Page Latest Rev.

Calculations PGS-1 Attachment 2

1 Design Verification EWR f5327 Page ii Revision 1

June 18, 1991

Desi n 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

~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 for both bending and shear.

5.0 Justification for Mana er's Verification Not applicable.

LAS/170 Design Verification EWR f5327 Page 1

Revision 1

June 18, 1991

DESIGN REVIEW CHECKL1 YES NO 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?

X Are the appropriate quality and quality assurance requirements specified?

X (4)

Are the applicable

codes, standards and regulatory requirements including issue and addenda properly identified and are their requirements for design met?

(5)

(6)

Have applicable construction and operating experience been considered?

Have the design interface requirements been satisfied?

X (7)

Was an appropriate design method used?

X Is the output reasonable compared to inputs?

(9)

Are the specified parts, equipment and processes suitable for the required application?

~NA (10) Are the specified materials compatible with each other and the design environmental conditions to which the material will be exposed?

~NA (10a)

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?

~NA Design Verification EWR f5327 Page 2

Revision 1

t'une 18, 1991

Are access~ility and other design provision equate for performance of needed maintenance and repair?

~NA (13)

Has adequate accessibility been provided to perform the in-service inspection expected to be required during the plant life?

(14)

Has the design properly considered radiation exposure to the public and plant personnel?

~NA (15) Are the acceptance criteria incorporated in the design documents sufficient to allow verification that design requirements have been satisfactorily accomplished?

X (16)

(17)

Have adequate pre-operational and subsequent periodic test, requirements been appropriately specified?

Have the characteristics of existing equipment important to the conduct of tests been reviewed to assure the characteristics can meet the test requirements?

~NA

~NA (18) Are adequate

handling, storage, cleaning and shipping requirements specified?

~NA (19) Are adequate identification requirements specified?

~NA (20) Are requirements for record preparation, revi'ew, approval, retention, etc.,

adequately specified?

(21) Are the requirements for fire protection specified in the Design Criteria adequately incorporated in the drawings and specifications?

~NA (22)

Have the Environmental qualification requirements of the Design Criteria, including compliance with QE-328 and 10 CFR 50.49 been satisfied?

~NA (23)

Has design process been performed in accordance with approved RG&E Engineering Procedures?

X

[LAS/172]

Design Verification EWR f5327 Page 3

Revision 1

June 18, 1991

/

c 5'ECCc'pzr@'QC=7 C-.

E+C gQ 57/'ES5 l=,dlP.t.-"E l/= 54Qao ~

DESIGN ANALYSIS EWR NO.

PAGE of REV.

DATE RGM S/88 4'

'I: TITLE C/V BASE SLAB GROUND'MATER 2:

NODAL POINT LOCATIONS 1

3:

1 0

0 ~

4:

'20 0

340 5:

200 270 340 6:

181 270 0

7: -- BLANK LIHE--

8:

NODAL POINT LOCATIONS 21 9:

1 20 200 1

20 10: -- BLANK LIHE--

11:

QUADRILATERAL PLATE TYPE 0

1 24 12: MATERIAL PROPERTIES 3000000 1120000 2.25E-4 0

13:

GENERATE CONNECTS 1

20 200 1

20 14:

ZERO 1

15:

TX ALL 16:

TY ALL 17:

RZ ALL 18: -- BLANK LIHE--

19: ELIMIHATE 20: -- BLANK LIHE--

ATTACHMENT 2 ~

--ENTER EDIT COMMAND OR LINE NUMBER-

Reptace, Delete, Add, Insert, Copy, Move, Print, Get,

Save, Quit

y,

~

\\

ca I

--ENTER EDIT CONNAND OR LINE HUHBER-

Replace, Delete, Add, Insert,

Copy, Hove, Print, Get, Save, Quit P

a 1: TITLE C/V SLAB HYDROSTATIC LOADS 2: DISPLACENENTS APPLIED 11 3:

RA 0.0 1

THROUGH 20 STEP 1

4:

RA 0.0 181 THROUGH 200 STEP 1

5:

TA 0.0 1

THROUGH 181 STEP 20 6:

TA 0.0 20 THROUGH 200 STEP 20 7:

RZ 0.0 1

THROUGH 200 STEP 1

8:

TZ 0.0 28 THROUGH 29 STEP 1

9:

TZ 0.0 168 THROUGH 169 STEP 1

10:

11:

PRESSURE LOAD APPLIED 12ED 11 12: 16.6 1 2 22 21 THROUGH 179 180 200 199 STEP 1

1 1

1 13:

14:

SOLVE 15:

END

--EHTER EDIT COHHAND OR LINE NUHBER--

Replace, Delete, Add, Insert, Copy, Hove, Print, Get, Save, Quit

4 06-18-91 08:23 'SC/pal 2

Page 1

C/V BASE SLAB GROUNDllATER STATIC ANALYSIS SUBCASE KO.

1 APPLIED FORCES NODE 1

4 7

10 13 16 19 22 25 28'1 34 37 40 43-46 49 DIR 2

T 2

T 2 T 2 T 2 T Z T Z T 2 T Z T 2 T 2

T Z T Z T Z T 61 2 T 2 T 67' T

70 73 76 79 82 85 88 91 94 97 100 103 106 109>>

112 115 118 121 124 127 130 133 136 139 142 145 2

T 2

T 2 T 2 T Z T 2

T 2 T 2

T 2

T 2 T 2

T 2

T 2 T 2 T Z T 2 T 2 T 2

T 2 T 2 T 2

T 2

T 2 T 52 ZT 55%

2 T 5842 T

VALUE

-2.228E+03

-4.456E+03

-4 '56E+03

-4.456E+03

-8.912E+03

-8.912E+03 8.020E+04

-8.912E+03

-8.912E+03 8.020E+04

-8.912E+03

-8.912E+03 8.020E+04

-8.912E+03

-8.912E+03 8.020E+04

-8.912E+03

-8.912Ei03 NODE 2

5 8

11 14 17 20 23 26 29 32 35 38 41 44 47 50 53 56 59 62 65 68 71 74 77 80 83 86 89 92 95 98 101 104 107 1'10 113 116 119 122 125 128 131 134 137 140 143 146 DIR 2 T 2 T 2 T 2 T Z T 2 T Z T 2 T 2 T Z T 2

T 2 T 2

T 2

T 2 T 2 T Z T 2 T 2 T 2 T 2 T 2 T 2 T 2 T 2

T Z T Z T Z T 2

T 2 T 2 T 2 T 2 T 2 T Z T Z T Z T Z T 2 T Z T Z T 2 T 2

T 2 T 2 T 2 T 2 T VALUE

-4.456E+03

-4 '56E+03

-4.456E+03 4.010E+04

-8.912Et03

-8.912E+03

-8.912Et03

-8.912E+03

-8.912E+03 8.020E+04

-8.912E+03

-8.912Et03

-8.912E+03

-8.912E+03 8.020E+04

-8.912E+03

-8.912Et03 8.020E>04

-8.9129 03

-8.912&03

-8.912E+03

-8.912E<03

-8.912E+03

-8.912E+03 8.020E+04

-8.912E+03

-8.912E+03 NODE 3

6 9

12 15 18 21 24 27 30 33 36 39 42 45 48 51 54 57 60 63 66 69 72 75 78 81 84 87 90 93 96 99 102 105 108 111 114 117 120 123 126 129 132 135 138 141 144 147 DIR 2 T 2 T 2 T 2 T Z T Z T Z T Z T 2 T Z T 2 T 2

T 2

T Z T 2

T 2

T 2 T 2 T 2 T 2 T 2 T 2 T Z T 2 T 2 T 2 T Z T 2

T Z T 2 T 2 T 2 T 2 T 2 T 2 T 2 T 2

T 2 T 2 T 2 T 2 T Z T Z T 2 T 2

T 2 T VALUE

-4.456Et03

-4.456E+03

-4.456E+03 3.787E+04

-8.912E+03

-8.912Ei03

-8.912E+03 8.020E+04

-8.912E+03

-8.912E403 8.912E+03

-8.912E+03

-8.912E+03 8.912E+03 8.020E+04

-8.912E+03

-8.912Et03

-8.912E+03

-8.912E+03 8.020E+04

-8.912E+03

-8.912E+03 8.020E+04

-8.912Et03

-8.912E+03

06-1f-91 08:23 HSC/pal 2

Page 2

148 151 154 157 160 163 166 169 172 175 178 181 184 187 190 193 196 199 Z T 2

T 2

T Z T 2

T 2 T 2

T Z T Z T 2

T Z T Z T Z T 2 T Z

T

"-8.912E+03

-8.912E+03

-8.912E+03 8.020E+04

-8.912E+03

-8.912E+03 4.010E+04

-4.456E+03

-4.456E<03

-4.456E+03 149 152 155 158 161 164 167 170 173 176 179 182 185 188 191 194 197 200 Z T 2 T Z T 2 T Z T Z T Z T Z T Z T 2 T 2 T 2 T 2 T Z T Z T 2

T 2 T 2

T

-8.912E+03

-8.912E+03 8.020E+04

-8.912E+03

-4.456E+03

-2.228E+03 150 153 156 159 162 165 168 171 174 177 180 183 186 189 192 195 198 Z T Z T Z T 2 T Z T 2 T Z T Z T Z T Z T 2

T Z T 2 T Z T 2 T Z T Z T

-8.912Et03

-8.912E+03

-8.912E+03 3.787E+04

-4.456E+03

-4.456E+03 STATIC ANALYSIS SUBCASE NO.

1 EXTERHAL FORCES NOOE 1

2 3

5 6

8 9

11<

12 14 15 17 18 20 21 40 61:

100 121 160 169 181 182 184 185 187 188 190 191 193 194 196 0IR Z T X R Y R X R Y R X R Y R X R Y R X R Y R X R Y

R 2

T Z T Z T 2

T Z T 2

T 2 T Z T X R Y R X R Y R X R Y R X R Y R X R Y R X R VALUE 2.318E+04 4 '55E+05

-2.219E+05

-2.159E+05

-4.437E+05

-1 ~ 167E+05

-6.770E+05 1.206E+06

-6.510E+05 3.136E+05

-5.817E+05

-8.590E+05

-2.619E+05 4.354E+04

-3.719E+04

-8.122E+04

-5.322E+04

-4.202E+04

-5.322E+04

-5.485E+04 3.256E+05 2.328E+05 1.027E+05

8. 158E+03 4.041E+05

-4.149E+05 4.816E+05

1. 173E+06 5.990E+05 6.939E+05 6.352Et05

-4.902E+05 NOOE 1

2 5

7 8

10 11 13 14 16 17 19 20 28 41 80 101 140 161 180 181 183 184 186 187 189

'l90 192 193 195 196 0IR X R Y

R X R Y R X R Y'R X R Y R X R Y R X R Y R X R X R Z T Z T Z T Z T Z T 2 T Z T Y R X R Y

R X

R Y

R X

R Y

R X R Y

R X R Y R VALUE 2.328E+05

-1. 027E+05 8.158E+03

-4.041E+05

-4.149E+05

-4.816E+05 1.173E+06

-5.990E+05 6.939E+05

-6.352E+05

-4.902E+05

-3.944E+05

-1.394E+06

-7.198E+05 1.174E+05

-6.280E+04

-4.588E+04

-4.786E+04

-4 '88Ei04

-7.952E+04

-3.889E+04 1.667E+05 2.303E+05 3.270E+05

-3.859E+05 4.298E+05

6. 151E+05 4.838E+05 1.012E+06 6.597E+05

-9.078E+04 5.010E+05 NOOE 10 12 13 15 16 18 19 20 29 60 81 120 141 168 181 182 183 185 186 188 189 191 192 194 195 197 DIR Y R X R Y R X R Y R X R X R Y R X R Y R X R Y R Y R 2

T 2 T 2 T 2 T 2 T Z T X R Y R X R Y R X R Y R X R Y R X R Y R X R VALUE

-1.667E+05 2.303E+05

-3.270Ei05

-3.859E+05

-4.298E+05

6. 151E+05

-4.838Ei05 1.012E+06

-6.597E+05

-9.078E+04

-5.010E+05

-1.171E+06

-1.249E+05

-4.514E+05 3.256E+05

-5.485E+04

-4.786E+04 202E+04

-6.280Et04 1.174E+05

-1.915E+04 4.055E+05 2.219E+05

-2.159E+05 4.437E+05

-1. 167E+05 6.770E+05 1.206E+06 6.510E+05 3.136E+05 5.817E+05

-8.590E+05

~

j 06-18 Wl. 08:23 NSC/pal 2

Page 3

197 Y R 3.944E+05 198 X R

-1 '71E+06 199 X R

-1.394E+06 199 Y R 1.249E+05 200 X R

-7.198E+05 200 Y R 4.514E+05 198 Y R 2.619E+05 200 2

T 8.587E+04 STATIC AHALYS1 S SUSCASE NO.

1 0 ISPLACEHEHTS NOOE 2

3 4

5 6

7 8

9 10 11 12 13 14 15 16

'l7 18 19 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38l 39 40 41 42" 43 44 45 46 47 48 X TRANS 0.0000E-01 0.0000E 01 0 ~ OOOOE-01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0 ~ OOOOE-01 0.0000E.01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E.01 0.0000E-01 0.0000E.01 0.0000E-01 0.0000E-01 0.0000E.01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E 01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E.01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E 01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 Y TRANS 0.0000E.01 0.0000E.01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E.01 0.0000E.01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E.01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E.01 0.0000E-01 0.0000E-01 0.0000E.01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E.01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E 01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E 01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E 01 0.0000E-01 0.0000E-01 2 TRAHS X ROT

-2.863CE-03 0.0000E-Ol

-4.8458E-03 0.0000E-Ol

-5.6136E-03 0.0000E-01

-5.0162E-03 0.0000E-01

-3.1951E-03 0.0000E-01

-6.8922E-04 0.0000E-01 1.3005E-03 0.0000E-01 2.5252E-04 0.0000E-01

-5.8036E-03 0.0000E-01

-1.3072E-02 0.0000E-01

-1.9749E-02 0.0000E-01

-2.4844E-02 0.0000E-01

-2.7839E-02 0.0000E-01

-2.8487E-02 0.0000E-01

-2.6733E-02 0.0000E-01

-2.2682E-02 0.0000E-01

.1.6585E-02 0 ~ OOOOE-01

-8.8879E-03 0.0000E-01 0.0000E.01

-2.3949E-04

-3.9501E-03

-2'059E-04

-6.9287E-03

-1.3606E-04

-8.4554E-03

-3.8061E-OS

-8.3144E-03 6.2893E-05

-6.5428E-03 1.4164E-04

-3.49'l9E-03 1.5791E-04 0.0000E-01 3.2353E-OS 0.0000E-01

-2.6680E-04

-8.7149E-03

-4.9624E-04

-1.7428E-02

-5.1131E-04

-2.4839E-02

-4.2288E-04

-3.0211E-02

-2.8183E-04

-3.3152E-02

-1.1456E-04

-3.3474E-02 6.2761E-OS

-3.1144E-02 2.3792E-04

-2.6276E-02 3.9967E-04

-1.9130E-02 5.3594E-04

-1.0148E-02 6.3233E-04 0.0000E-01 6.6844E-04 0.0000E-01

-3.'l379E-04

-6.0815E-03

-2.8985E-04

-1 '166E-02 -2.3065E-04

-1 '755E-02

-1 '524E-04

.1.6717E-02

-8.2000E-OS

-1 '258E-02

-3.0660E-OS

-1.6985E-02

-2.3700E-OS

-1.7045E-02

-8.3306E-OS Y ROT 0.0000E-01 0 ~ OOOOE.01 0.0000E-01 0 ~ OOOOE-01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01

-2.0569E.OS 5.6639E-OS 1 'C45E-04 1.5174E-04 1.9382E-04 2.3215E-04 2.6779E-04 2.9879E-04 3.114'lE-04 3.1604E-04 3.0386E-04 2.9273E-04 2.7771E-04 2.5858E-04 2.3347E-04 2.0105E-04 1.6109E-04 1.1052E-04 6.8302E-05

-7.5601E-05 5.7676E-06 6.9915E-05 1.3995E-04 2.1100E-04 2.8517E-04 3.6579E-04 4.5818E-04 5.4772E-04 Z ROT 0.0000E-01 0.0000E-01 0.0000E 01 0.0000E-01 0.0000E-01 0.0000E 01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0 ~ OOOOE-01 0.0000E-01 0.0000E.01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0 ~ OOOOE-01 0.0000E-01 0.0000E-01 0.0000E-01 0 ~ OOOOE-01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01

cr

'i 06-18-91 08:23 HSC/pal 2

Page 4

49, 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70'1 72 73 74 75 76 77 78 79 '0 80 81 82 83 84 85 87 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E.01 0 ~ OOOOE-01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E.01 0.0000E-01 0.0000E-01 0 ~ OOOOE-01 0 ~ 0000E-01 0.0000E 01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E 01 0.0000E-01 0.0000E 01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0 ~ OOOOE-01 91 92 93 94 95 96 97 98 99 100 1012 102 103 0 ~ OOOOE-01 0.0000E-O'1 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0 ~ OOOOE-01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-O'I 88> 0.0000E-01 89 0.0000E-01 90 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E.01 0.0000E-01 0.0000E-01 0 ~ OOOOE-01 0.0000E-01 0.0000E-01 0.0000E 01 0.0000E.01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0 ~ 0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E 01 0.0000E-01 0 ~ OOOOE-01 0 ~ OOOOE-01 0.0000E 01 0 ~ OOOOE-01 0.0000E-01 0.0000E-01 0.0000E-01 O.OODOE-01 0.0000E-01 0.0000E 01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0 ~ OOOOE.01 0.0000E-01 0.0000E-01

-1.9317E-02

-2.4956E-02

-3.1530E-02

-3.7418E-02

-4.1591E-02

-4.3417E-02

.4.2547E-02

-3.8842E-02

.3 '359E-02

.2.3354E-02

-1 '286E-02 0.0000E-01 0.0000E-01

.8.2261E-03

-1.5465E-02

-2. 1286E-02

-2.5614E-02

-2.8697E-02

-3 '073E-02

-3.3511E-02

-3.6861E-02

-4.1389E-02

-4.6242E-02

-5.0393E-02

-5.2988E-02

-5.3360E-02

-5.1069E-02

-4.5890E-02

-3.7822E-02

-2.7099E-02

-1 '221E-02 0.0000E-01 0.0000E 0'1

-9.5378E.03 1.8111E-02

-2.5311E-02

-3.1076E-02

-3 '634E-02

-3.9428E-02

-4.3004E-02

-4.6839E-02

-5.1008E-02

-5 '052E-02

-5.8250E-02

-5.9885E-02

-5.9332E-02

-5.6134E-02

-5.0034E.02

-4.1003E-02

-2.9263E-02

-1.5318E-02 0.0000E-01 0.0000E-01

-9.5378E-03

-1.8111E-02 5.6940E-04 5.4886E-04 4.7479E.04 4.2149E-04 3.7450E-04 3.3166E-04 2.8824E-04 2.4112E-04 1.8S68E-04 1.2937E-04 6.6891E-05 1.5649E.05 1 '845E-07 5.6853E-05 1.1498E-04

1. 7463E-04 2.3746E-04 3.0336E 04 3.6968E 04 4.2527E-04 4.4337E-OC 4.3053E-04 3.8745E-04 3.4450E-04 3.0249E-04 2.6316E-04 2.2458E-04 1.8491E-04 1 '276E-04 9.7686E-05 4.9404E.05

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1. 1316E-04 2.6323E-04 4.2071E-04 5.7225E-04 7.0279E-04 7.9526E-04 8.2991E-04

-5.1645E-04

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}

06-18-91'8:23 MSC/pal 2 Page 5

104, 105 106 107 108 109 110 111 112 1'l3 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131'32 0.0000E-O'1 0.0000E 01 0.0000E-01 0.0000E-01 0.0000E-01 0 ~ OOOOE.01 0.0000E.01 0.0000E-01 0.0000E 01 0.0000E-01 0.0000E.01 0.0000E 01 0.0000E-01 0.0000E.01 0 ~ 0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E.01 0.0000E.01 0.0000E-01 0.0000E-01 0.0000E-01 0 ~ OOOOE.01 0.0000E-01 0.0000E-01 133 0.0000E-01 134 135 136 137 138 139 140 141 142

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144 145 146 147 148 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 152 153 154 155 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 156 0 ~ OOOOE-01 157 158'.0000E-01 0.0000E-01 149 0.0000E-01 150 0.0000E-01 151'.0000E-01 0 ~ 0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E.01 0.0000E.01 0.0000E-01 0.0000E.01 0 ~ 0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E.01 0.0000E-01 0.0000E.01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0 ~ OOOOE-01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01 0.0000E-01

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-1.4221E-02 0 ~ OOOOE-01 0 ~ 0000E-01

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-1.C755E-02

-1.6717E-02

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e 0

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ML17262A560

Text

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