ML20202B284
| ML20202B284 | |
| Person / Time | |
|---|---|
| Site: | North Anna  |
| Issue date: | 06/12/1997 |
| From: | EQE INTERNATIONAL |
| To: | |
| Shared Package | |
| ML20202B006 | List: |
| References | |
| 100031-C-05, 100031-C-05-R00, 100031-C-5, 100031-C-5-R, NUDOCS 9712030088 | |
| Download: ML20202B284 (86) | |
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CALCULATION COVER SHEET Calculation No.
100031-C-05 Project:
North Anna SSI Analysis of ISFSI Pad Calculation
Title:
Stress Calculation
References:
See page 35 Attachments:
See Table of Contents, page 2 Total Number of Pages (including Cover Sheet):
79 Revision Approval Number Date Description of ReCsion Originator Checker Approver 0
6/IL/4]
Original Issue
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9712030000 971124 PDR ADOCK 05000338 Y
PDR CTWORKWEPCO\\CALCSiC-05 DOC
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JOB NO.10003101 JOB North Anna SSI Analysis of ISFSI Pad BY
/t h DATE C ALC. NO. 100031COSRO SUBJECT Stress Calculation CHK'D N DATEdl7dd TABLE OF CONTENTS Page CALCUIATION COVER SHEET.......
.......1
...........2 T.ABLE OF CONTENTS.
...3 1.0 PURPOSE..
.. 4 2.0 ANALYSES.
......6 3.0 RESULTS.
. 35
4.0 REFERENCES
ATTACHMENT A: COMPUTER INPUT AND OUTPUT FILES...
. 43 PAGES ATTACHMENT B: DIGITIZEU FILES..
......,1 DISKETTE + 1 PAGE C WiCRKWEPC04ALCSic 05 DOC S
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x, SHEET NO. D W/2/4 7 JOB NO.1DQQ,_101 JOB North Anna SSI Analysis of ISFSI Pad BY Mb DATE 3
T)N DATE b b CALC. NO.100031C05RO SUBJECT Stress Calculation CHKD 1.0 Purpose The purpose of this calculation is to document the calculation of the seismic stresses in the reinforced concrete slab supporting the casks. SASSI (1,2) modules STRESS w'as used to calculate the in-plane and out-of-plane forces and moments in the plate elements used to model the slab.
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JOB NO.10003101 JOB North Anna SSI Analysis ofISFSI Pad BY M
DATE @' W 7 CALC. NO. 100031C05RO SUBJECT Stress Calculation CHKD T17D DATE dbND 2.0 Analyses Module STRFSS was used to calculate the seismic axia, forces, in-plane shear forces, and bending moments at all plate elements used to model the concrete slab and in the beam elements used to model the : asks.
The stresses reported in this calculation correspond to the the maximum stresses due to each of the three components of the input motion and to the SRSS combination of them.
The definition of the forces and moments is given in Figures 2-1 and 2-2. Note that the loads and moments calculated with module STRESS are moments by unit length (kip-ft/ft) and stresses (ksf).
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-3 SHEET NO. G
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D DATE kW9 7 JOB NO 10003101 JOB North Anna SSI Analvsis of ISFSI Pad BY CALC. NO 100031C05R0 SUBJECT Stress Calculation CHKD N DATE b I'l kD i
Figure 2-1 Membrane Stresses and Bending Moments in Plate Elements
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MEMBRANE STRESSES BENDH3 STRESSES Figure 2-2 Local Coordinate System for Forces and Moments for Beam Elements g' (3)
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D JOB NO.100031.01 JOB North Anna SSI AnaNsis of ISFSI Pad BY @
DATE N DATEbIll b CALC. NO.100031C05R0 SUBJECT Stress Calcutation CHKD 3.0 Results Table 3-1 give the maximum forces and moments by unit length for all plate and beam elements used,to perform the SSI analysis. The identification of the plates and beams can be found in Reference 3.
It should be noted that the seismic stresses in the slab are very small and then they appear not to control the design of the slab.
7 C \\WoAKWEPCO\\CALCSNC-05 DOC
EQE INTERNATIONAL SHEET NO.
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Vl W JOB NO.100031.01 JOB North Anna SSI Analysis ofISFSI Pad BY d8 DATE D DATENI M CALC.NO. 100031C05RO SUBJt'CT Stress Calculation CHK'D Table 3-1. Maximum Forces and Moments in Plates and Beams o
input X Dir.
Input Y Dir.
Input Z Dir.
SRSS Plate NO= 1 0
0 0
0 S XX= (ksf) 2.29E-02 1.48E-01 4.65E-01 0.48849278 S YY= (ksf) 8.67E-03 1.05E-01
-3.55E-01 0.37060543 S XY= (ksf) 6.12E 02
-1.81 E-01
-6.16E-03 0.19155745 M XX= (kip-ft/ft)
-2.30E+00 3.91E-01 5.73E-01 2.39843448 M W= (kip-ft/ft) 3.75E-01 2.57E+00 1.32E+00 2.91736046 M XY= (kip-ft/ft) 5.65E-01 5.99E-01
-3.06E-02 0.82370582 Plate NO= 2 0
0 0
0 S XX=
8.10E-02
-1.49E-01 4.53E-01 0.48335907 S W=
4.67E 02 2,32E-01
-4.96E-01 0.54929523 4
S XY=
1.62E-01
-4.29E-01 5.54E-02 0.46173191 M XX=
2.31E+00
-1.62E+00 1.10E+00 3.02782893 M W=
-3.92E-01
-4.68E+00 1.80E+00 5.0250971 M XY=
-5.63E-01 2.56E+00
-4.44 E-01 2.6565486 Plate NO= 3 0
0 0
0 S XX=
4.97E-01 1.52E-01 4.45E-01 0.68410221 S YY=
3.52E-02 2.29E 01
-4.93E-01 0.54462269 S XY=
-1.55E-01 3.37E-01 5.32E-02 0.37475116 M XXu 2.27E+00
-1.63E+00 1.08E+00 2.99357395 M W=
4.07E-01
-4.68E+00 1.80E+00 5.02792794 M XY=
5.73E-01
-2.56E+00 4.48E-01 2.66512193 Plate NO= 4 0
0 0
0 S XX=
4.61 E-01
-1.47 E-01 4.45E-01 0.65762024 S W=
2.94E 02 1.05E-01
-3.47E-01 0.36392982 S XY=
5.94E-02
-2.04E-01 7.28E-03 0.2121084 M XX=
?29E+00 3.88E-01
-5.61 E-01 2.38953069 s
M W=
4.05E-01 2.58E+00 1.32E+00 2.92223904 M XY=
5.60E-01
-6.03E-01
-4.15E-02 0.82418516 Plate NO= 5 0
0 0
0 S XX=
4.81E-01
-1.50E-01 4.36E-01 0.66610471 SW=
2.62E-02 1.00E-01
-3.44 E-01 0.35886821 S XY=
6.39E-02
-4.25E-01
-5.04E-03 0.42990533 M XX=
2.33E+00 3.95E-01 5.65E-01 2.42597775 M YY=
-3.96E-01
-2.59E+00 1.30E+00 2.92531482 M XY=
5.59E-01 5.96E-01 3.63E-02 0.81807121 Plate NO3 6 0
0 0
0 S XX=
4.71E-01
-1.64E-01 4.23E-01 0.65360173 SW=
8.47E-02
-2.34 E-01
-4.78E-01 0.539115 J5 S XY=
1.70E-01
-6.27E-01 5.62E-02 0.65209'J51 M XX=
2.36E+b0
-1.63E+00 1.09E+00 3.0628'3063 M YY=
-4.27E-01
-4.69E+00 1.77E+00 5.02F67865 M XY=
-5.56E-01 2.56E+00
-4.35E-01 2.6F748551 C:WVORKWEPCO* CALC 3\\C-05 DOC
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tot mensrionu SHEET NO. 6 N# W JOB NO.100031.01 JOB North Anna SSI Analysis of ISFSI Pad BY M 4 DATE N DATES M 7 CALC. NO.100031C05R0 SUBJECT Stress Calculation CHK'D Plate NO= 7 S XX=
9.60E-01
-1.55E 01 3.9BE 01 1.05100286 S YY=
5.43E 02 2.25E-01 4.72E-01 0.52538499 SXY=
1.52E-01 3.52E 01 5.07E 02 0.38663467 M XX=
2.24 E+00 1.63E+00 1.02E+00 2.95355328 M YY=
4.53E-01
-4.69E+00 1.78E+00 5.03167063 M XY=
5.84E 01 2.56E+00 4.50E-01 2.66792654 Plate NO= 8 0
0 0
0 S XX=
9.27E-01 1.61E 01 3.89E-01 1.01782048 S YY=
4.11E-02 9.77E 02 3.26E-01 0.34318866 S XY=
5.82E 02 3.46E 01 8.23E 03 0.35047103 M XX=
2.28E+00 3.88E-01
-6.10E 01 2.38803225 M YY=
4.34E 01 2.58E+00 1.31 E+00 2.92715962 M XY=
5.75E 01 6.09E 01
-4.37E-02 0.83912388 Plate NO= 9 0
0 0
0 S XX=
9.50E 01 1.66E-01 3.76E-01 1.03470282 S YY=
3.42E 02 8.96E 02 3.23E 01 0.3372217 S XY=
6.76E-02 5.89E-01 5.46E 03 0.59329249 M XX=
2.33E+00 4.01E 01 5.77E-01 2.42967884 M YY=
4.00E 01 2.60E+00 1.29E+00 2.92548203 M XY=
5.75E 01 5.94E-01 4.11E 02 0.82773771 Plate N O c to 0
0 0
0 S XX=
9.40E-01 1.81E 01 3.56E-01 1.02122353 S YY=
1.12E 01
-2.38E 01 4.59E 01 152876563 S XY=
1.78E 01
-7.59E-01 5.52E-02 0.7816273 M XX=
2.37E+00
-1.63E+00 1.06E+00 3.06463848 M YY=
4.22E 01
-4.73E+00 1.74E+00 5.05600963 M XY=
5.63E 01 2.58E+00 4.31 E-01 2.67954316 Plate NO= 11 0
0 0
0 S XX=
1.44E+00 1.75E-01 3.47E-01 1.48667113 S YY=
6.41E 02
-2.22E 01 4.56E 01 0.51155799 S XY=
1.48E 01
-3.56E-01 5.03E-02 0.38884794 M XX=
2.28E+00 1,65E+00 9.96E-01 2.98556201 M YY=
-4.66E 01
-4.73E+00 1.75E+00 5.06673067 M XY=
5.90E-01 2.58E+00 4.46E-01 2.6868347 Plate NO= 12 0
0 0
0 S XX=
1.39E+00
-1.79E-01 3.39E 01 1.44283452 S YY=
-4.36E-02 8.67E-02 3.11 E-01 0.32608527 S XY=
5.65E 02 3.78E 01 8.32E 03 0.3825908 M XX=
2.38E+00 3.92E 01
-6.49E-01 2.49974211 M YY=
-4.49E 01 2.62E+00 1.30E+00 2.95545128 M XY=
5.77E-01
-6.20E-01 3.81 E-02 0.84789959 0
0 0
0 1
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9 NM DATE M
JOB NO.100031.01 JOB North Anna SSI Analysis of ISFSI Pad BY CALC. NO.100031005RO SUBJECT Stress Calculation CHK'D O DATEbf'2/T7 Plate NO= 13 S XX=
1.40E+00 1.8 % 01 3.32E-01 1.45410817 S YY=
2.89E 02
~.85E 02 3.10E-01 0.32098161 S XY=
7.11E 02 5.96E-01 5.78E-03 0.60064977-M XX=
2.27E+00 4.04E 01 5.98E 01 2.37707509 M YY=
3.73E 01 2.66E+00 1.29E+00 -
2.97663735 M XY=
5.77E 01 6.01E 01 3.75E-02 0.83356865 Plate NO= 14 0
0 0
0 S XX=
1.41 E+00 2.25E 01 3.26E 01 1.46069395 S YY=
1.38E 01 2.43E 01 4.59E 01 0.53730794 S XY.
1.82E 01 7.52E-01 5.31E 02 0.77521249 M XX.
2.33E+00 1.67E+00 1.04 E+00
-3.05038063 M YY=
3.83E 01
-4.84E+00 1.75E+00 5.15963573 M XY=
5.63E 01 2.64E+00 4.38E 01 2.73090592 Plate NO= 15 0
0 0
0 S XX=
1.93E+00 1.94E-01 3.10E 01 1.96034208 S YYr 7.89E 02 2.28E 01 4.62E-01 0.52133392 S XY=
1.43E 01 2.85E 01 5.31E 02 0.32334539 M XX=
2.31 E+00 1.68E+00
-1.06E+00 3.04823441 M YY=
-4.83E 01 4.85E+00 1.75E+00 5.17774234 M XY=
5.83E-01 2.65E+00 4,40E 01 2.74870952 Plate NO= 16 0
0 0
0 S XX=
1.39E+00 2.08E 01 3.01E 01 1.92019051 S YY=
4.30E 02 7.17E-02 3.19E 01 0.32976052 S XY=
5.48E-02 2.57E 01 7.20E-03 0.26326732 M XX=
2.40E+00 4.04E 01 6.21E 01 2.51168462 M YY=
4.62E 01 2.68E+00 1.30E+00 3.0156342 M XY=
5.62E 01 6.23E 01
-3.22E 02 0.83938714 Plate NO= 17 0
0 0
0 S XX=
1.90E+00 2.26E 01 2.89E-01 1.93612607 SYY=
2.74E-02 6.25E 02
-3.26E-01 0.33315691 S XY=
7.35E 02 4,55E 01 5.75E-03 0.46094058 M XX=
2.21 E+00 4.03E-01 5.72E-01 2.32194832 M YY=
3.79E-01 2.71 E+00 1.31 E+00 3.03605709 M XY=
5.64E 01 6.25E-01
-4.39E 02 0.84294041 Plate NO= 18 0
0 0
0 S XX=
1.89E+00 2.76E 01 2.77E-01 1.93201429 S YY=
1.61E 01 2.50E 01 4.82E-01 0.56658947 S XY=
1.86E 01
-5.90E 01 5.38E-02 0.62089338 M XX=
2.25E+00 1.72E+00.
1.11 E+00 3.04256619 M YY=
4.05E 01
-4.94E+00 1.79E+00 5.26886259 M XY=
5.48E-01 2.68E+00
-4.46E 01 2.77531444 0
0 0
0 CTWORCVEPCO\\CALCScos DOC 6
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i LOL ECE INTERNATONAL SHEET NO. M JOB NO.10003101 JOB North Anna SSI Analysis of ISFSI Pad BY' N-DATE OM 7
' CALC. NO. 100031C05RO SUBJECT Stress Calculation CHKD D N DATE k/2 M Plate NO= 19 S XX=
2.41 E+00 2.46E 01 2.61E 01 2.43754062 S YY=
1.16E 01 2.46E 01 4.90E 01 0.5600295 S XY=
1.34E 01 3.84E 01 5.45E 02 0.41047884 M XX=
2.24E+00 1.69E+00 1.19E+00 3.05135281 M YY=
-4.69E-01 4.94E+00 1.79E+00
-5.27540683' M XY=
5.73E 01 2.71 E+00 4.41E 01 2.80003356 Plate NO= 20 0
0 0
0 S XX=
2.37E+00 2.58E 01 2.73E-01 2.39767299 S YY=
5 48E 02 4.82E 02 3.50E 01 0.35772019 S XY=
5.W E-02 3.31E 01 7.73E-03 0.3352957 M XX=
2.31 E+00 4.28E-01 5.34E-01 2.41010622 M YY=
4.92E 01 2.72E+00 1.31 E+00 3.05745378 M XY=
5.59E-01
-6.02E-01
-4.06E 02 0.82310317 Plate NO= 21 0
0 0
0 S XX=
2.38E+00 2.61E 01 2.71E 01 2.40661535 S YY=
4.'74E 02 4.42E-02 3.53E-01 0.35900003 S XY=
7.64E 02 2.94E 01 5.49E 03 0.33380664 M XX=
2.30E+00 4.02E 01 5.57E 01 2.40234622 M YY=
5.20E 01 2.71 E+00 1.29E+00 3.04425361 M XY=
5.63F-01 6.68E-01 4.27E-02 0.87414249 Plate NO= 22 0
0 0
0 S XX=
2.37E+00 2.56E-01 2.53E 01 2.39424004 S YY=
2.29E-01 2,60E 01 5.05E 01 0.6121365 S XY=
1.92E 01 3.20E 01 5.84E 02 0.37765367 M XX=
2.50E+00 1.72E+00 1.29E+00 3.29494492 M YY=
6.20E 01
-4.91 E+00 1.76E+00 5.25091926 M XY=
5.64E 01 2.70E+00
-4.50E-01 2.79371387 Plate NO= 23 0
0 0
0 S XX=
2.84E+00 2.95E-01
-2.49E-01 2.87004099 LYY=
1.75E 01 2.76E-01 5.03E 01 0.59951455 S XY=
1.28E-01 6.17E 01 5.22E 02 0.63253218 M XX=
-2,12 E+00
-1.67E+00 1.29E+00 2.9919192S M YYa 5.55E 01 4.89E+00 1.76E+00 5.22594174 M XY=
5.35E 01
-2,67E+00 4.21 E-01 2.75722011 Plate NO= 24 0
0 0
0 S XX=
2.80E+00
-2.39E 01 2.62E 01 2.8243605 S YY=
1.01 E-01 2.34E 02 3.43E 01 0.35816087 S XY=
5.55E 02 6.17E-01 1.07E 02 0.61958656 M XX=
1.86E+00 4.70E 01 3.87E-01 1.9580422 M YY=
3.82E-01 2.64E+00 1.17E+00 2.91166634 M XY= '
6.64E 01 5.51E 01 1.31E 01 0.87237568 0
0 0
0 C swoRcVEPCO\\CALCS\\C-os DOC
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bd OM DATE JOB NO.100031.01 JOB North Anna SSI Analysis of ISFSI Pad BY CHKD_ b9 DATEk/2N'l CALC. NO.100031C05R0 SUBJECT Stress Calculation Plate NO= 25 S XX.
2.85E+00 2.14E-01 2.42E 01 2.36327376 S YY=
9.56E 02 2.86E-02 3.29E 01 0.54331331 S XY=
8.52E-02 5.48E-01 7.39E-03 0.55423928 M XX=.
3.15E+00 5.18E-01 2.94E 01 3.204841 M YY=
7.00E 01 2.56E+00 9.94E-01 2.83589494 M XY=
-6.40E 01 8.25E-01 7.76E-02 1.04701226 Plate NO= 26 0
0 0
0 S XX=
2.89E+00 1.29E-01
-1.96E-01 2.90247083 S YY=
2,15E-01 2.73E 01 4.27E-01 0.55003071 S XY=
2.08E 01
-5 C3E-01 6.02E 02 0.54783263 M XX=
2.74E+00 1.59E+00 1.45E+00 3.4789303 M YY=
8.97E-01
-4.64 E+00 1.34E+00 4.91549868 M XY=
7.97E 01 2.95E+00 3.18E-01 3.07594888 Plate NO= 27 0
0 0
0 EXX=
3.49E+00
-2.72 E-01 1.38E-01 3.50730303 S YY=
1.79E-01 3.04E-01 3.81 E-01 0.51904718 S XY=
1.53E 01 1.26E+00 3.31E 02 1.26470041 M XX=
2.74E+ 00 1.65E+00 1.13E+00 3.39381261 M YY=
5.50E-01 4.54E+00 1.35E+00 4.7722809 M XY=
6.60E 01 2.28E+00 3.71E 01 2.40508789 Plate NO= 28 0
0 0
0 S XX=
3.51E+00
-1.34E-01
-1.35E 01 3.51712819 5 YY=
1.75E 01 2.97E 02 2.16E 01 0.27937632 S XY=
5.23E 02 1.29E+00
-4.01E 03 1.29306393 M XX=
3.47E+00
-3.12E-01
-4.87E-01 3.51512658 M YY=
8.59E 01
-2.02E+00 8.65E-01 2.35595684 M XY=
2,19E-01 5.75E-01 1.25E 01 0.62821888 Plate NO= 29 0
0 0
0 S XX=
3.56E+00 1.29E 01 1.33E 01 3.56084237 S YY=
1.88E 01 7.03E-02 1.61 E-01 0.25687636 S XY=
4.18E-02 1.15E+00 5.63E-03 1.15476904 M XX=
8.86E-01 1.13E 01 5.50E-01 1.04880769 M YY, 4.96E-01 5.62E-01 5.18E-01 0.91133924 M XY=
-3.55E-01 2.15E-01 1.17E-01 0.43112213 Plate NO= 30 0
0 0
0 S XX=
3.37E+00 7.09E-02 1.34 E-01 3.37738393 S YY=
1.24E 01 9.72E-02 1.27E-01 0.20244526 S XY=
4.79E-02 9.25E 01
-3.99E 03 0.92594993 M XX=
3.41E 01 2.77E 02
-4.50E 01 0.56534207 M YY=
1.66E-01 1.49E 01 3.45E-01 0.41068794 M XY=
-1.44E-01 2.85E-01
-6.48E-02 0.32613188 0
0 0
0 t
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JOB NO.100031.01
, JOB _ North Anna SSI Analysis of ISFS! Pad BY MA DATE N#I?
DATENMT7 CALC.NO. 100031C05R0 SUBJECT Stress Calculation CHK'D Plate NO= 31 S XX.
3.10E+00 3.99E-02
-1.27E 01 3.10486377 S YY=
1.03E 01 8.63E 02 9.90E 02 0.16657148 S XY=
8.06E 02 7.14E-01 3.51E 03 0.71864731 M XX=
5.76E 01 4.57E-02
-3.26E 01 0.66.328417 M YY=
1.49E 01 5.10E 02 2.68E 01 0.31042283 M XY=
2.52E 02 2.34 E 3.64E-02 0.23854073 Plate NO= 32 0
0 0
0 G XX=
2.80E+00 3.89E-02 1.17E 01 2.80671729 S YY=
8.93E 02 7.44E-02 8.36E 02 0.14314689 S XY=
9.46E-02 5.31E 01 3.13E-03 0.53965829 M XX=
4.95E-01 3.45E-02 1.99E 01 0.53485944
~ M YY=
1.28E 01 2.71E 02 2.24E 01 0.2592348 M XY=
1.20E-02 1.71E 01 2.18E 02 0.17320273 Plate NO= 33 0
0 0
0 S XX=
2.49E+00 4.75E-02 1.05E 01 2.49466699 S YY=
8.14E-02 6.34E-02 7.36E-02 0.12670961 S XY.
1.05E 01 3.80E 01 2.96E 03 0.39413815 M XX=
3.74E 01 2.27E-02 1.10E 01 0.39081624 M YY.
1.10E 01 2.01E 02 1.99E-01 0.22801142 M XY=
1.44E 02 1.25E-01 1.50E 02 0.1270091 Plate NO= 34 0
0 0
0 S XX=
2.16E+00 5.05E-02 9.16E 02 2.15452943 S YY=
7.20E 02 5.36E 02 6.70E-02 0.11204957 S XY=
1.15E-01 2.70E 01 3.13E 03 0.29385537 M XX=
3.06E 01 1.59E 02 6.45E-02 0.31351213 M YY=
9.47E 02 1.70E 02 1.84E 01 0.20721014 M XY=
1.09E 02 9.36E 02
-1.14E-02 0.09496024 Plate NO= 35 0
0 0
0 3XX=
1.81 E+00 4.80E 02 7.69E-02 1.81426492 S YY=
9.79E 02 4.51 E-02
-6.24E 02 0.124598 S XY=
1.18E 01 1.81E 01 3.20E-03 0.21612429 M XX=
2.85E 01 1.26E-02 7.34E-02 0.29417147 M YY=
8.08E-02 1.46E 02 1.71 E-01 0.18997883 M XY=
7.08E-03 7.36E-02
-9.58E 03 0.07458715 Plate NO= 36 0
0 0
0 S XX=
1.46E+00 4.00E 02 6.10E-02 1.46082293 S YY=
2.51E 01 3.69E 02
-5.91E 02 0.26049583 S XY=
1.01E 01 1.46E-01
-3.15E-03 0.17727432 M XX=
2.78E 01 1.06E 02 1.03E 01 0.296701 M YY=
7.21 E-02 1.26E-02 1.59E 01 0.17505339 M XV=
4.99E 03 6.03E 02 8.83E 03 0.06117657 0
C 0
0
' CWNORKWEPCO\\CALCSM-OS DOC
EGE
-. ECE INTERNATONAL SHEET NO.
/3 N4/C JOB NO.100031.01 JOB North Anna SSI Analysis of ISFSI Pad
__BY NA DATE CALC. NO. t00031C05RQ. SUBJECT Stress Calcutation CHKD T9D DATEk D M Plate NO= 37 S XX=
1.13E+00 3.03E-02 4.43E 02 1.1322716 S YY=
-6.29E 01 2.75E 02 5.65E-02 0.63223038 S XY=
6.83E-02 1.18E 01 2.61E 03 0.1317409 M XX=
2.28E 01 7.75E-03 1.16E-01 0.25570483 M YY=
0.45E 02 1.04E 02 1.43E 01 0.15692701 M XY=
3.96E-03 4.88E 02
-8.66E 03 0.04969036 Plate h.1= 38 0
0 0
0 S XX=
8.34E 01 2.06E-02 2.74E-02 0.83470479 S YY=
1.24 E+00 2.74E-02 5.96E-02 1.24373061 S XY=
1.19E-02 8.15E 02 1.71 E-03 0.08240171 M XX=
9.23E 02
-2.97E 03 5.57E 02 0.10788113 M YY=
6.07E 02 9.25E 03 1.15E-01 0.12951948 M XY=
3.70E-03 3.93E-02
-9.26E 03 0.04055375 Plate N O s 39 0
0 0
0 S XX=
3.15E-01 5.42E 01 5.23E 01 0.81615581 S YY=
9.60E-03 2.36E-01
-3.09E-01 0.38925556 S XY.
1.13E-01
-2.50E-01 3.82E 02 0.27660236 M XX=
4.16E+00 3.72E 01 4.09E 01 4.19360394 M YY=
1.45E+00 2.35E+00 1.20E+00 3.01259257 M XY=
2.28E+ 00 8.55E 01 1.79E 01 2.43690221 Plate NO= 40 0
0 0
0 S XX=
8.93E-02 3.32E-01 3.88E-01 0.5181957 S YY=
5.35E-02 2.78E-01 2.15E-01 0.35542141 S XY=
1.55E-01 3.54E 01 8.04E-02 0.39486289 M XX=
4.04E+00 1.49E+00 7.76E-01 4.37065682 M YY=
1.47E+00
-4.35E+00 1.45E+00 4.8172927 M XY=
2.33E+00
-2.59E+00 1.03E+00 3.62918241 Plate NO 41 0
0 0
0 S XX=
3.11 E-01 3.41E 01 3.84E Oi 0.59978281 S YY=
4.94 E-02 3.04E 01 2.14 E-01 0.3748173 S XY=
1.76E 01 3.21E 01 7.54E-02 0.37334534 M XX=
4.06E+00 1.50E+00 7.32E-01 4.3914798 M YY=
1.46E+00
-4.36E+00 1.43E+00 4.81127561 M XY=
2.31 E+00 2.59E+00 1.01 E+00 3.61067002 Plate NO= 42 0
0 0
0 S XX=
8.46E-01 5.13E 01 S.02E-01 1.10887392 S YY=
2.36E-02 p
2.55E-01 3.03E-01 0.39658345 S XY=
1.34E 01 2.69E-01 3.34E 02 0.30242115 M XX=
4.14 E+00 3.45E-01
-3.34E-01 4.16378267 M YY=
-1.48E+00
-2.36E+00 1.18E+00 3.02285378 M XY=
2.27E+00 8.60E-01
-2.20E 01 2.43260789 0
0 0
0 C WGKWEPCO\\C ALCSiC-05 OOC
.. ~. - -.
+ ~. -. ~ - _ ~ - -. ~ -. _... _, _. -. _ _ -.- ~..
-. ~
kN ECE INTEP*MTioML SHEET NO.
M 6//ug 7 AtY DATE JOB NO.10.@.31.01 JOB North Anna SSI Anr' sis of ISFSI Pad
'BY CALC NO.100031C05R0 SUBJECT Stress Calculation CHK'O N O DATE D
Plate NO= 43 S XX=
-2.95E-01 5.15E 01 5.00E-01 0.77596086 S YY=
2.63E-02 2.10E-01 2.99E 01 0.36634126 S XY=
9.49E 02 4.40E 01 4.07E-02 0.45176329 M XX.
4.20E+00 3.76E 01 4.31 E-01 4.23581119 M YY=
1.51 E+00 2.36E+00.
- 1.20E+00 3.04982049
^
.M XY=
2.29E400
-8.69E-01 1.77E-01 2.45936486 Plate NO= 44 0
0 0
0 S XX=
4.85E-01 3.19E-01 3.63E 01 0.68409064 S YY=
6.73E 02 2.52E 01 2.06E 01 0.33202388 S XY=
1.41 E-01
-4.97E 01 7.98E 02 0.52309426 M XX=
4.15E+00 1.49E+00 8.00E-01 4.48347869 M YY=
1.51E+00 4.36E+00 1.44E+00 4.83685611 M XY=
2.35E+00 2.60E+00 103E+00 3.65264685 Plate NO= 45 0
0 0
0 S XX=
6.98E-01 3.19E-01 3.47E 01 0.84162641 S YY=
5.29E 02 3.14E 01 2.02E 01 0.37713212 S XY=
1.98E 01 3.19E-01 6.86E 02 0.38212337 M XX=
4.01E+00 1.51E+oo 7.31E 01 4.35193497' M YY=
-1.45E+00 4.38E+00 1.39E+00 4.82131818 M XY=
2.29E+00 2.50E+00 9.74E-01 3.59596591 Plate NO= 46 0
0 0
0 S XX=
1.39E+00 5.53E 01
-4.35E-01 1.55507243 S YY=
3.57E 02 2.61E 01 2.88E 01 0.39003498 S );Y=
1.60E 01 3.23E-01 2.68E 02 0.36132217 M XX=
4.11 E+00 3.71E 01
-4.31E 01 4.14716096 M YY=
1.47E+00
-2. 2 2+00 1.13E+00 3.02901304 M XY=
2.33E+00 8.44E 01 2.49E 01 2.4897005 Plate NO= 47 0
0 0
0 S XX=
8.39E 01 5.75E 01
-4.33 E-01 1.10538785 S YY=
3.36E-02 1.86E 01 2.86E-O i 0.34226161 S XY=
7.87E-02 6.10E 01 3.86E 02 0.61626139 M XX=
4.21 E+00 3.77E 01 3.85E-01 4.24042991 M YY=
1.52E+00 2.41 E+00 1.16E+00 3.07228856 M XY=
-2.31 E+00 9.01E 01 1,67E-01 2.48141884 Plate NO= 48 0
0 0
0 S XX=
8.75E 01 3.58E-01 3.03E 01 0.99351544 S YY=
7.07E 02 2.37E 01 1.88E 01 0.31062701 S XY=
1.25E-01 5.97E 01 7.72E-02 0.61461346 M XX=
4.18E+00
-1.50E+00 8.06E-01 4.51135505 M YY=
1.52E+00
-4.40E+00 1.41 E+00 4.8585185 M XY=
2.35E+00 2.64E+00 1.01 E+00 3.67066138 0
0 0
0 C-\\WORKWEPCO\\CALCS\\C-OS DOC -
e
+ -.- - - -,
-~
e E*
A EQt N7 TRNA 7 TON 4 SHEET NO., h N# W b
DATE JOB NO.1QqQ3101 JOB North Anna SSI Analysis of ISFSI Pad BY CALC. NO.100031C05R0 SUBJECT Stress Calculation CHKD _ D DATE0fl2[l"3 Plate NO= 49 S XX=
1.09E+00 3.63E 01 2.92E 01 1.18889108 S YY=
4.45E 02 3.08E 01 1.84E 01 0.36142807 SXY=
2.19E 01 2.95E 01 6.60E 02 0.37344833 M XX=
4.16E400 1.54E+00 7.75E 01 4.49920751 M YY=
1.47E+00 4.42E+ 00 1.37E + 00 4.85747146 M XY=
2.33E+ 00 2.62E+00 9.53E 01 3.63253532 Plate NO= 50 0
0 0
0 S XX=
1.94E+00 6.19E 01 3.93E 01 2.07103218 S YY=
3.66E 02 2.44E 01 2.76E 01 0.36985595 S XY=
1.84E 01 2.84E 01 2.54E 02 0.33898185 M XX=
4.27F+00 3.76E 01 4.66E 01 4.3097262 M YY=
1.52E+00 2.43E400 1.11 E+00 3.07672634 M XY=
2.35E+00 8.43E 01 2.49E 01 2.50428158 Plate NO 51 0
0 0
0 S XX=
1.38E+00 6.36C-01 3.87E 01 1.57142905 S YY=
2.95E 02 1.65E 01 2.75E 01 0.32212108 S XY=
7.90E 02 6.67E 01 3.26E 02 0.6725717 M XX=
4.13E+00 4.02E 01 4.35E-01 4.1702974 M YY=
1.47E+00 2.4 sE+00 1.14 E+00 3.0862542 M XY=
2.29E+00 9.16E 01 1.99E 01 2.47803611 Plate N O = 52 0
0 0
0 S XX=
1.27E+00 4.03E 01 2.75E 01 1.35942902 S YY,
7.24E 02 2.19E 01 1.74E 01 0.28911519 S XY=
1.11E 01 6.09E 01 7.21E 02 0.62316095 M XX=
4.12E+00 1.55E+00 7.61E 01 4.46548385 M YY=
1.49E+00 4.50E+00 1.40E+00 4.94330881 M XY=
2.29E+00 2.71 E+00 1.00E+ 00 3.68564051 Plate NO= 53 0
0 0
0 S XX=
151E+00 4.00E 01 2.61E 01 1.57997375 S YY=
3.61E 02 2.83E 01 1.76E 01 0.33486802 S XY=
2.43E 01 2.79E 01 7.09E 02 0.3769083 M XX=
4.13E+00 1.54E+ 00 7.97E 01 4.48287046 M YY=
1.49E+30 4.52E+00 1.40E+00 4.96323 M XY=
2.38E+00 2.68E+00 9.89E-01 3.7148z768 Plate NO= 54 0
0 0
0 S XX=
2.51 E+00 7.33E 01 3.50E 01 2.64196866 S YY=
3.51E 02 2.03E-01 2.78E 01 0.34619317 S XY=
2.12E-01 2.91E 01 2.91E 02 0.36139271 M XX=
4.27E400 4.03E 01 4.35E-01 4.31197742 M YY=
1.54E+00 2.45E+00 1.17E+00 3.1186348 M XY=
2.31 E+00 8.76E-01 2.01E 01 2.48060006 0
0 0
0 C WVORKWEPCOCALCSC-05 DOC
c i
toe minsnonu j
N SHEET NO. I #
JOB NO.10003101 JOB North Anna SSI Analysis of ISFSI Pad BY M4 DATE NO b
DAT2 l4 l2/i'7 CALC. NO.100031C05R0 SUBJECT Stress Calculation CHKD Plate NO, 55 S XX=
1.94 E+00 8.056 U 3.42E 01 2.126:3326 S YY.
2.85E-02 1.38E 01 2.85E 01 0.31833655 S XY=
7.54E 02 5.71E 01 3.04E 02 0.57695332 M XX=
4.01 E+ 00 4.13E 01 4.01E 01 4.05503675 M YY=
1.41 E+00 2.48E+00 1.19 E+00 3.09328078 M XY=
2.2SE+ 00 9.04E 01 2.47E 01 2.43289403 Plate NO= 56 0
0 0
0 S XX.
1.68E+00 5.42E 01 2.31E 01 1.78314722 S YY=
0.96E 02 1.99E-01 1.88E 01 0.2823868 S XY=
9.58E 02 5.17E 01 7.32E 02 0.53067556 M XX=
4.02E+00 1.57E+00 7.90E 01 4.38290511 M YY=
1.43E+00 4.60E+00 1.45E+00 5.03082001 M XY=
2.24 E+00 2.77E+00 1.05E+ 00 3.71435391 Plate NO= 57 0
0 0
0 S XX=
1.92E+00 5.34E 01 2.18E 01 2.00380175 S YY=
3.81E 02 2.30E 01 1.93E 01 0.30240891 S XY=
2.73E 01 3.55E 01 7.81E 02 0.45447594 M XX=
3.98E+00 1.51 E+00 8.75E 01 4.34730146 M YY.
1.46E+00 4.57E+00 1.46E+00 5.01752299 M XY=
2.31 E+00 2.73E400 1.08E+00 3.7302965 Plate NO= 58 0
0 0
0 S XX=
3.07E+ 00 9.26E 01 3.04 E-01 3.2237846 S YY=
4.29E 02 1.34E 01 3.02E-01 0.33308556 S XY=
2.47E 01 4.13E 01 3.40E 02 0.48256193 M XX.
4.13E+00 4.47E 01 4.55E 01 4.18188521 M YY.
1.52E+00 2.45E+00 1.26E+00 3.13956207 M XY.
2.22E+00 9.62E 01 1.'6E 01 2.42122504 Plate NO= 59 0
0 0
0 S XX=
2.51 E+00 9.40E 01 3.00E 01 2.69688937 S YY=
5.37E 02 1.21E 01 3.08E 01 0.33491933 S XY=
9.03E 02 3 48E 01 3.90E 02 0.36157353 M XX=
4.07t+00 4.18E 01 4.68E-01 4.12000251 M YY.
1.40E+00 2.48E+00 1.30E+00 3.1645728 M XY=
2.27E+00 8.36E 01 2.94E 01 2.43696192 Plate NO= 60 0
0 0
0 S XX=
2.07E+00 5.63E 01 2.08E 01 2.15617496 S YY=
8.88E-02 1.86E 01 2.ME 01 0.28935424 S XY=
9.16E-02 3.24E-01 8.43E 02 0.34697887 M XX=
4.09E+00 1.60E+00 9.45E 01 4.49418269 M YY=
1.55E4 00 4.59E+00 1.53E+0c 5.0768768 M XY=
2.31 E+00 2.71 E+00 1.13E+00 3.73913667 0
0 0
0 C \\WORKWEPCCCALCSC 05 000 Q
~_
- _ - _ -. -. -. ~ - -.,
e e
t t ot INTE%A9toML f7 SHEET NO.
JOB NO.100031.01 JOB North Anna SSI Analysis of ISFSI Pad BY Nb DATE D /'
CALC. NO.100031C05RO SUBJECT Stress Calculation CHK'D DID DATE[s[/2[9'?
Plate NO= 61 S XX=
2.30E+00 5.90E 01 2.02E 01 2.37816944 S YYa 3.30E 02 1.27E 01 1.96E 01 0.23589231 S XY=
2.92E-01 5.31E 01 8.03E 02 0.6109707 M XX=
3.81 E+00 1.50E+00' 8.83E 01 4.18498789 M YY.
1.51 E+00 4.48E+00 1.49E+00 4.95837685' M XY.
2.23900 2.75E+00 1.15E+00 3.71987164 Plate NO= 62 0
0 0
0 S XX=
3.54E+ 00 8,80E 01 2.96E 01 3.66155108 4
S YY=
5.05E 02 3.38E 02 2.95E 01 0.30100181 S XY=
2.70E 01 6.83E 01 3.54E 02 0.73476436 M XX=
3.65E+00 5.95E 01 3.48E 01 3.71739449 M YYa 1.47E+00 2.33E+00 1.32E+00 3.05436684 M XY=
2.44 E+00 1.09E+00 3.20E-01 2.69350998 Plate NO= 63 0
0 0
0 S XX=
3.00E+00 7.83E 01 3.01E 01 3.11697955 S YY=
8.17E 02 1.24E 01 2.89E 01 0.32525142 S XY=
1.06E 01 3.57E 01 4.89E 02 0.37552418 M XX=
5.24E+00 7.21E 01 6.97E 01 5.33119538 M YY=
1.90E+00 2.19E+00 1.47E+00 3.25025876 M XY=
2.76E+00 7.32E 01 4.01E 01 2.88343737 Plata NO= 64 0
0 0
0 S XX=
2.55E+00 3.65E 01 1.59E 01 2.57791247 S YY=
1.27E 01 2.01E 01 1.69E 01 0.29172907 S XY=
8.45E 02 2.47E 01 8.96E 02 0.27619741 M XX=
4.75E+00 1.35E+00 1.34E+00 5.11761136 M YY=
1.71 E+00 4.20E+00 1.47E+00 4.770285 M XY=
2.50E+00 2.17E+00 1.18E+00 3.51809309 Plate NO 65 0
0 0
0 S XX=
2.83E+ 00 4.54E 01 1.27E 01 2.86806531 S YY=
8.26E 02 3.93E-02 1.48E 01 0.17388954 S XY=
3.65E 01 9.48E 01 5.34E 02 1.01748536 M XX= -
4.44E+00 1.50E+00 9.71E 01 4.78383774 M YY=
2.07E+00 4.20E+00 1.6dE+00 4.80647594 M XY=
2.74E+00 3.10E+00 1.02E+00 4.25960937 Plate NO= 66 0
0 0
0 S XX=
4.38E+00 4,91E 01 1.65E 01 4.40558647 S YY=
1.36E 01 1.04E 01 2.04E 01 0.26620779 S XY=
3.44E 01 1.30E+00 2.99E 02 1.34121154 M XX=
5.26E+00 6.32E 01 6.86E 01 5.34104808 M YY=
2.95E+00 1.85E+00 7.88E 01 3.57042321 M XY=
1.86E+00 1.75E+00 5.58E 01 2.61743591 0-0 0
0 4
C \\woAMEPCOCALCSC05 POC i
1 1Gl EQE WTERNATO4AL
- h. I b
SHEET NO.
JOB NO.100031.01 JOB North Anna SSI Analysis of ISFSI Pad BY M4 DATE OM '
CALC.NO. 100031C05R0 SUBJECT Stress Calculation CHKD N DATEM7 Plate NO. 67 S XX=
3.34 E+00 3.17E 01 1.50E 01 3.85497254 S YY=
1.08E 01 2.79E 01 1.43E 01 0.33205911 S XY.
6.9BE 02 1.01 E+00 1.46E 02 1.01451152 M X X.'
7.21E 01 8.86E 02 4.59E 01 0.8594348 M YY=
1.39E+ 00 5.63E 01 4.8bE 01 1.57726819 M XY.
-4.53E 01 9.22E 01 2.85E 01 1.06593315 Plato NO= 08 0
0 0
0
$ XX.
3.45E+00 1.82E 01 1.40E-01 3.45864753 S YY=
9.66E 02 2.63E-01 1.16E 01 0.30300703 S XY.
2.01E 01 8.16E 01 127E 02 0.84048663 M XX=
4.84E 01 2.05E 01 4.33E 01 0.68157196 M YY=
5.09E 01 2.06E 01 3.21E 01 0.63608988 M XY=
1.10E 01 4.81E 01 1.65E 01 0.52041784 Plate NO. 69 0
0 0
0 S XX.
3.13E400 1.22E 01 1.30E 01 3.13607573 S YY=
8.94E 02 2.44E 01 9.16E 02 0.27564214 S XY=
2.47E 01 6.34E 01 1.01E 02 0,6798433 M XX=
6.25E 01 1.71E 01 3.13E 01 0.71938261 M YY.
2.20E 01 9.62E 02 2.52E 01 0.34812676 M XY=
4.83E 02 2.72E 01 9.66E-02 0.29228749 Plate NO= 70 0
0 0
0 S XX=
2.84 E+00 1.28E 01 1.19E 01 2.84239594 S YY=
8.29E 02 2.11E 01 7.62E 02 0.23907406 S XY=
2.72E 01 4.76E 01 8.75E 03 054789413 M XX.
4.96E 01 1.10E 01 1.88E 01 0.54111113 M YY=
1.29E 01 6.58E 02 2.18E 01 0.261834 M XY=
6.24E 02 1.73E 01 6.23E 02 0.19408299 Plate NO= 71 0
0 0
0 3 XX=
1.55E+00 1.56E 01 1.07E 01 2.55199792 S YY=
7.34E 02 1.80E 01 6.80E 02 0.2058505 S XY=
2.98E 01 3.41E 01 8.30E 03 0.45279809 M XX=
3.63E 01 6.79E 02 1.03E 01 0.38304938 M YY=
1.03E 01 5.19E 02 1.97E 01 0.22871286 M XY=
5.09E-02 1.22E 01 4.32E 02 0.13871546 Plate NO= 72 0
0 0
0 6X%
2.24 E+00 1.63E 01 9.29E 02 2.24881683-S YY=
7.19E 02 1.52E 01 6.32E 02 0.17978933 SXYa 3.27E 01 2.51E 01
-8.80E 03 0.41177726 M XX=
2.94E 01
-4.69E 02 6.03E 02 0.30364814 M YY=
8.65E 02 4.40E 02 1.83E 01 0.20714901 M XY=
3,40E 02 9.08E 02 3.31E 02 0.10243424 0
0 0
0.
C \\WOAKWEPCOCALCSC-05 0C0 e
-.____.__.____._.m.
jp $ tot erwtion SHEET NO. N WN" JOB NO 10003101 JOB North Anna SSI Analysis of ISFSI Pad BY M h-DATE CALC. NO.10031C05R0 SUBJECT Stress Calculation CHK'D D JD DATE N N D Plate NO. 73 S X)f=
1.91 E+00 1.55E 01 7.81 E-02 1.91982895 S YY=
8.76E 02 1.28E 01 5.87E 02 0.16596081 S XY=
3.43E 01 1.76E 01 9.51E '3 0.38532394 M XX.
2.74E 01 3.70E 02 7.24E c 0.d609022 M YY.
7.43E 02 3.85E 02 1.72E 01 0.19163236 M XY=
2.05E 02 7.04E 02 1.78E 02 0.07844555 i
Plate NO= 74 0
0 0
0 S XX=
1.56E+00 1.31E 01 6.23P. 02 1.5617087 S YY=
'. 93E 01 1.06E 01 5.56E 02 0.22693068 S XY=
3.11E 01 1.37E 01 9.65E 03 0.33992405 M XX=
2.70E 01 3.12E 02 1.03E 01 0.29090194 M YY=
6.67E 02 3.32E 02 1.61E 01 0.17748714 M XY=
1.41E 02 5.72E 02 2.56E 02 0.06421027 Plate NO= 75 0
0 0
0 S XX=
1.18E+00 9.83E 02 4.52E 02 1.18893215 S YY=
5.21E 01 8.0?C.02 5.34E 02 0.5302018 SXY=
1.91E 01 1.16E O'i 8.17E 03 0.22337752 M XX=
2.23E 01 2.30E 02 1.15E-01 0.25227315 M YY=
6.10E 0?
2.73E 02 1.47E 01 0.16167485 M XY=
1.00E 02 4.56E 02 -
2.47E 02 0.05299997 Plate No. 76 0
0 0
0 S XX=
8.58E 01 6.56E 02 2.80E 02 0.86125386 SYY=
1.16E400 7.78E 02 5.57E 02 1.16294755 S XY=
3.52E 02 8.41E 02 5.28E 03 0.09128735 M XX=
9.10E 02 8.91E 03 5.56E 02 0.10698386 M YY=
5.96E 02 2.37E 02 1.23E 01 0.13889085 M XY=
9.89E 03 3.75E 02 2.58E 02 0.04659042 Plate NO= 77 0
0 0
0 S XX=
3.34E 01 8.42E 01 5.18E 01 1.04345651 l
S YY=
6.57E 02 8.98E 01 1.93E 01 0.92078691 S XY=
7.42E 01 3.02E 01 3.20E 02 0.80218903 M XX=
4.16E+00 8.43E 01 4.06E 01 4.26789973 M YY=
1.50E+00 2.25E+00 9.42E 01 2.86619267 M XY=
2.32E+00 7.18E 01 1.93E 01 2.43138514 Plate NO= 78 0
0 0
0
. S XX=
6.13E 02 0.51E 01 3.86E 01 0.75939449 S YYa 2.36E 02 6.57E t; 1.58E41 0.67614484 S XY=
6.03E 01 4.64E 01 4.96E 02 0.76235332 M XX=
4.11 E+00 1.90E+00 6.48E 01-4.57347984 -
l M YY=
A9E+00 3.87E+00 1.18 +00 4.309bl601 E
M XY=
2.30E+00 2.70E+00 8.34E 01 3.64182516 I
O O
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'^d SHEET NO. 70 JOB NO.100031.01 JOB, North Anna SSI Analve:s of 'SFSI Pad BY N DATED 4 7 CALC. NO.100031GESUBJECT. Stress Cabulation CHKD N DATEkl2/9")
Plate NO= 79 S XX=
3.94E 01 6.24E 01 3.82E 01 0.83051331 S YY=
3.26E 02 6.41E 01 1.57E 01 0.66064583 S XY.
6.30E 01 3.94E 01 4.99E 02 0.74444609 M XX=
4.07E+00 1.86E+00 6.95E 01 4.52830975 M YY=
1.48E+00 3.84 E+00 1.20E+00 4.2907384 i
M XY.
2.30E+00 2.69E+00 8.78E 01 3.64490744 Plate NO. 80 0
0 0
0 S XX=
8.66E 01 7.82E 01 4.98E 01 1.26849744 S YY.
6.98E 02 8.90E 01 1.90E 01 0.91261921 S XY.
7.64E 01 2.68E 01 3.32E 02 0.80M6766 M XX.
4.14E+00 8.61E 01 3.39E 01 4.24322373 M YY=
1.50E+ 00 2.21 E+00 9.71E 01 2.84450461 M XY.
2.25E400 7.43E 01 1.78E 01 2.37903003 Plate NU= 81 0
0 0
0 S XX=
2.88E 01 7.60E 01 4.96E 01 0.95189757 S YY.
7.18E 02 914E 01 1.89E 01 0.93585956 i
S XY.
7.22E 01 4.27E 01 3.17E 02 0.83873044 M XX=
4.21 E+00 8.36E 01 4.25E 01 4.31210835 M YY=
1.51 E+00 2.22E+00 9.39E 01 2.83979994 1
M XY=
2.32E+00 7.26E 01 2.01E 01 2.44011214 Plate NO= 82 0
0 0
0 S XX=
4.10E 01 5.73E 01 3.59 E-0*
0.79072982 S YY=
2.53E 02 6.685 01 1.50E 01 0.68461475 S XY=
5.83E 01 5.41E O n 4.96E 02 0.7966854 M XX.
4.13E+00 1.89E+00 6.31E 01 4.58815026 M YY=
1.48E+00 3.86E+00 1.17E+00 4.29665242 M XY=
2.31 E+00 2.70E+00 8.06E 01 3.64333607 Plate NO= 83 0
0 0
0 S XX=
7.80E 01 5.99E 01 3.46E 01 1.04201567 S YY=
4.42E 02 6.28E 01 1.48E 01 0.64717042 S XY=
6.51E 01 3.68E 01 4.81E 02 0.74917564 M XX=
4.31 E+00 1.86E4 no 7.62E 01 4.7512571 M YY=
1.52 E+00 3.85E+ 00 1.24E+00 4.32045472 M XY=
2.32 E+00 2.67E+00 9.38E 01 3.65520506 Plate NO= 84 0
0 0
0 S XX= -
1.4 t E400 7.71E 01 4,32E 01 1.66318166 S YY=
6.89E-02 8.91E 01 1.82E 01 0.91198748 SXY.
7.87E 01 2.67E 01 3.77E 02 0.8316292 M XX -
4.10E+00 8.77E 01 3.46E 01 4.20610016 l
M YY=
1.52E+00 2.20E+00 1.03E+00 2.86375051 M XY=
2.30E+00 7.31E 01 1.67E 01 2.41538383
[:
0 0
0 0
l l
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DATE JOB NO.10003101 JOB North Anna SSI Analvs:s of ISFSI Pad BY CALC. NO.100931C05R0 SUBJECT Stress Calculation
.CHKD N DATE hl2M Plate NO. 85 S XX=
8.22E 01 7.99E 01 4.28E 01 1.22362944 S YY=
7.56E 02 9.34E-01 1.81E 01 0.95386471 S XY=
6.97E 01 5.12E 01 3.23E 02 0.86576443 M XX=
4.22E+00 8.48E 01 4.18E 01 4.32845184 M YY=
1.50E+00 2.21 E+ 00 9.70E 01 2.8396817 M XY=
2.32E+00 7.49E 01 2.02E 01 2.44718714 Plate NO. 86 0
0 3
0 S XX=
7.94E 01 6.58E 01 3.04E 01 1.07536697 S YY.
2.03E 02 0.67E 01 1.37E 01 0.68144094 S XY=
5.61E 01 5.82E 01 5.02E 02 0.80962868 M..X=
4.14E+00 1.90E+00 6.40E 01 4.60480805 M YY.
1.46E+00 3.86E+00 1.18E+00 4.2892342 M XY=
2.31 E+ 00 2.70E+00 8.07E 01 3.64673324 Plate NO. 87 0
0 0
0 S XX=
1.17E+00 6.82E 01 2.92E 01 1.3880586 S YY=
4.80E 02 6.13E 01 1.3" 1
0.62964874 S XY=
6.58E 01 3.28E 01 4
02 0.73682837 I 01 4.66133907 M XX=
-4.18E+00 1.89E+00 e
M YY=
.l.5BE+00 3.86E+00 1.26E+00 4.36119548 M XY=
2.43E+00 2.69E+00 9.75E 01 3.75246546 Plate NO. 88 0
0 0
0 S XX=
1.96E+00 8.79E 01 3.94E 01 2.18287282 S YY=
6.40E 02 8.90E-01 1.74E 01 0.9088731 S XY=
8.02E 01 2.51E 01 3.78E 02 0.84133448 M XX=
4.27E+00 8.97E 01 3.61E 01 4.3762232 M YY=
1.60E+00 2.22E+00 1.09E+ 00 2.94291165 M XY=
2.32E+00 7.12E 01 1.72E 01 2.43395537 Plate NO= 89 0
0 0
0 S XX=
1.37E+00 9.07E 01 3.88E 01 1.68839033 S YY=
7.71E 02 9.42E 01 1.74E 01 0.96062281 S XY.
0.66E 01 5.21E 01 2.94E 02 0.84633158 M XX=
4.15E+00 8.92E 01 3.88E 01 4.26236849 M YY=
1.46E+00 2.22E+ 00 1.04E+00 2.85463921 M XYu 2.30E+00 7.64E 01 1.97E 01 2.42964117 Plate NO= 90 0
0 0
0 S XX=
1.19E+00 7.38E-01 2,74E 01 1.42371394 S YY=
1.79E 02 6.60E 01 1.26E 01 0.67221486 S XY=
5.33E 01 5.53E 01 4.78E 02 0.76961052 M XX=
4.10E+00 1.96E+00 7.17E-01 4.60147153 M YY=
1.44 E+00 3.94E400 1.21 E+00 4.36011296 M XY=
2.27E+00 2.77E 8.65E 01 3.68520597 i
0 0
0 0
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SHEET NO. 7 L JOB NO 100031.01 JOB t! orth Anna SSI Analysis of ISFSI Pad BY DATE N
b CALC. NO.100031C05RO SUBJECT Stress calcutation CHK'D M DATE b b Plate NO= 91 S XX.
1.58E+00 8.06E 01 2.67E 01 1.79369033 S YY=
5.45E 02 5.90E 01 1.26E-01 0.6053573 S XY=
6.67E 01 2.83E 01
. 4.57E 02 0.72611457 M XX=
4.17E+00 1.95E+00 7.98E 01 4.66642739 M YY=
1.59E+00 3.92E+00 1.23E+00 4.40480351' l
M XY=
-2.42 E+ 00 2.70E+00 9.33E 01 3.74247151 Plate NO= 92 0
0 0
0 S XX.
2,54 E+00 1.08E+00 3.54E 01 2.77803017 S YY.
6.13E 02 8.76E 01 1.74E 01 0.89517398 S XY.
8.09E 01 2.26E 01 3.13E 02 0.B4003641 M XX=
4.27E+00 8.84E 01 3.99E 01 4.37578906 M YY=
1.63E+00 2.22E+00 1.10E+00 2.9662537 M XY=
2.32E+00 7.56E 01 1.90E-01 2.45018317 Plate NO= 93 0
0 0
0 S XX.
1.93E+00 1.16E+00 3.47E 01 2.27511302 S YY.
8.47E 02 9.16E 01 1.77E 01 0.9372489 S XY=
6.25E 01
-4.22E 01 3.09E 02 0.75448374 M XX=
4.03lI+00 9.02E 01 3.39E 01 4.13978106 M YY.
1.44E+00 2.27E+00 1.10E+00 2.90335978 M XY=
2.28E+00 7.88E 01 2.08E 01 2.41944887 Plate NO= 94 0
0 0
0 S XX.
1.60E+00 9.84E 01 2.29E 01 1.88903618 S YY=
2.08E 02 6.28E 01 129E 01 0.64158617 S XY=
4.98E 01 4.62E 01 5.30E 02 0.68144403 M XX=
4.04E+00 1.98E+00 0.10E 01 4.57009389 M YY=
1.45E+00 4.01 E+00 1.25E+00 4.44729288 M XY=
2.26E+00 2.80E+00 9.69E 01 3.72161688 Plate NO= 95 0
0 0
0 S XX=
1.99E+00 1.07E+00 2.19E 01 2.26820409 S YY=
5.36E 02 5.54E 01 1.31E 01 0.57148556 S XY=
6.70E 01 3.20E 01 4.26E 02 0.7438035 M XX=
4.01 E+00 2.02E+00 6.62E 01 4.53510857 M YY=
1.53E+00 4.04E+00 1.15E+00 4.47428274 M XY=
2.30E+00 2.84E+00 8.06E 01 3.74100465 Plate NO= 96 0
0 0
0 S XX=
3.10E+00 1.37E+00 2.92E 01 3.39852113 S YY=
4.97E 02 8.37E 01 1.86E 01 0.85866252 S XY=
8.08E 01 3.13E 01 2.87E-02 0.86718257 M XX=
4.14 E+00 8.11E 01 4.70E 01 4.24291642 M YY=
1.56E+00 2.31 E+00 1.02E+00 2.97346835 M XY=
2.30E+00 7.81E 01 2.29E 01 2.4360614 0
0 0
0 C \\WORKWEPCOCALCSC05 DOC
EoE MERPGOM SHEET NO. 7h l
Nb DATE 6/M 7 JOB NO.10003101 JOB North Anna SSI Analysis of ISFSI Pad BY N DATENI'A M CALC.NO. 100031C05R2. SUBJECT Stress Criculation CHKD Plate NO= 97 S XX=
2 49E+00 1.40E+00 2.87E 01 2.87447931 S YY.
9.00E 02 8.31E 01 1.90E 01 0.85759938 S XY=
5.79E 01 2.56E 01 3.83E 02 0.63381158 M XX=
4.07E+00 8.93E 01 4.31E 01 4.18510651 M YY.
1.50E+00 2.28E+00 1.10E+00 2.9451073 M XY=
2.28E+00 7.52E 01 2.49E 01 2.41751159 Plate NO= 98 0
0 0
0 S XX=
1.98E+00 1.15E+00 2.08E 01 2.30041603 S YY=
2.65E 02 5.06E 01 1.36E 01 0.52497045 S XY=
4.64E 01 3.01E 01 5.73E 02 0.556Ci29 M XX=
4.03E+00 1.96E+00 8.52E 01 4.56460976 M YY=
1.51 E+00 4.02E+00 1.23E+00 4.46661046 M XY=
2.34E+00 2.73E+00 1.00E+00 3.72985214 Plate NO= 99 0
0 0
0 S XX=
2.36E+00 1.09E+00 2.04E 01 2.60549503 I
S YY=
7.47E 02 5.05E 01 1.33E 01 0.52774188 S XY=
6.86E 01 4.64E 01 5.19E 02 0.82939604 M XX=
3.81 E+ 00 2.16E+00 6.78E-01 4.42791886 M YY=
1.4f E+00 4.10E400 1.12E+00 4.49320431 M XY=
2.29E+ 00 3.00E+00 8.12E 01 3.86393162 Plate NO.100 0
0 0
0 S XX=
3.57E+00 1,31 E+00 2.792 01 3.81207625 S YY=
6.476 02 7.68E 01 1.86E 01 0.79254927 S XY=
8.39E 01 5.25E 01 4.65E 02 0.99067284 M XX=
3.70E+00 6.89E 01 4.13E 01 3.78620459 M YY=
1.39E+00 2.43E+00 9.73E-01 2.96357154 M XY=
4 1SE+00 9.64E 01 2.98E 01 2.3729968 Plate NO.101 0
0 0
0 S XX=
2.99E+00 1.23E+00 2.86E-01 3.24903306 S YY=
8.43E-02 6.56E 01 1.85E 01 0.68709525 S XY=
5.85E 01 2.48E 01 3.91E 02 0.63659678 M XX=
5.25E+00 5.3BE 01 8.M E 01 5.34754609 M YY=
1.93E+ 00 2.36E+00 1.03E+00 3.21888987 M XY=
2.39E+00 5.94E-01 3.10E 01 2.47918523 Plate NO= 102 0
0 0
0 S XX=
2.46E+ 00 9.56E 01 1.57E-01 2.64757003 S YY=
6.50E 02 3.65E 01 1.10E-01 0.38689733 S XY=
4.62E 01 1.38E 01 5.52E 02 0.48508236 M XX=
474E+00 2.1eE+00 9.00E 01 5.28572426 M YY=
'S2E+00 3.77E+00 1.03E+00 4.22783503 M XY=
-2.86E+ 00 2.43E+00 9.92E-01 3.88064985 0
0 0
0 I
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JOB NO.10003101 JOB North Anna SSI Analysis of ISFSI Pad BY CALC. NO.1QQQ21.QQ).BQ. SUBJECT Stress Calculation CHK'D D b DATE klN "1 l
Plate No.103 1.30E 01 2.96072291 S XX=
2.89E+00 6.25E 01
' 1.10E 01 4.65E 01 9.88E 02 0.48747178 S W=
S XY=
7.27E 01 7.71E 01 6.41E 02 1.06157774 M XX=
4.33E+00 2.13E+00 1.08E+00 4.94751574 i
M W=
2.12E400 3.50E+ 00 1.11 E400 4.24013066 M XY=
2.96E+ 00 3.03E400 9.34E 01 4.33896375 Plate NO= 104 0
- 0 0
0
. S XX.
4.40E+00 6.22E 01 1.73E 01 4.44210992 S YY -
1.07E 01 6.79E 01 1.29E 01 0.69929310 S XY=
8.55E 01 1.03E+00 6.86E 02 1.34345979 i
M XX=
5.18E+00-4.61E 01 6.32E 01 5.23965477 M YY=
3,16E+00 1.60E+00 9.11E 01 3.65330188 M XY.
1.84E+00 1.69E+00
-4.85E 01 2.54156748 i
Plate NO= 105 0
0 0
0 S XX=
3.84E+00 4.09E 01 1.58E 01 3.86593214 S W.
1.32E 01 3.87E 01 1.16E 01 0.42511555 S XY=
4.94E-01 7.79E 01 3.41E 02 0.92326009 M XX.
6.65E 01 7.05E 01 3.86E 01 1.0432122 M W.
1.60E+00 4.62E-01 4.99E 01 1.73773288 M XY=
5.78E-01 9.78E 01 3.35E-01 1.184491 Plate NO= 106 0
0 0
0 S XX=
3.45E+00 2.39E 01 146E-01 3.46230551 l
S YY=
9.13E 02 3.87E 01 9.31E 02 0.408292 S XY= -
4.06E 01 6.18E 01 2,14E 02 0.73979584
[.
M XX=
5.11E 01 5.38E 01 3.93E-01 0.83956401 M YY=
6.33E 01 1.45E 01 2.85E 01 0.70954053 M XY=
3.51E 01 4.75501 2.22E 01 0.63125201 Plate 110= 107 0
0 0
0 S XX=
3.15E+00 2.12E 01 1.35E 01 3.15698993 S YY=
8.32E 02 3.50E 01 7.43E 02 0.36687321 I.
S XY=
3.91E 01 4.79E 01 1.48E 02 0.61816947 M XX=
6.046 01 3.29E 01 2.80E 01 0.74243454 M YY=
2.59E 01 8.39E 02 2.22E 01 0.35176574 M XY=
2.30E 01 2.52E 01 1.43E 01 0.36973496 Plate NO= 108 0
0 0
0 S XX=
2.88E+00 2.61E 01 1.23E 01 2.89634935 S YY=
7.53E 02 3.04E 01 6.42E 02 0.3200684 S XY=
4.02E 01 3.64E-01 1.24E 02 0.54239248
- M XX.
4.56E 01 1.86E 01 1.65E 01 0.51936582 M YY= -
1.27E 01 6.89E 02 1.91E 01 0.2395438 M XY=
1.54E 01 1.56E 01 9.44E 02 0.23879486 0
0 0
0 1
l --
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M EQE INTERNAThoNAL I 'lii r :
b SHEET NO.
DM JOB NO.10003101 JOB North Anna SSI Analysis of ISFSt Pad BY M
DATE C ALC. NO. 100031005R0 SUBJECT Stress Calculation CHK'D @ OATE N 2/ 9 Plate NO= 109 SXX=
2.63E+00 2.96E 01 1.09E 01 2.65083933 S I'Y.
7.24E 02 2.61E 01 5.95E 02 0.27691797 S XY.
4.31E 01 2.73E 01 1.24E 02 0.51033691 M XX=
3.27E-01 1.09E 01 9.32E 02 0.35704631 M W.
8.02E 02 5.81E 02 1.74E 01 0.19984985 M XY=
9.76E 02 1.12E 01 6.64E 02 0.16249607 Plate NC5110 0
0 0
C S XX=
2.38E+00 3.07E-01 9.57E 02 2.40555337 S YY=
7.16E 02 2.21E 01 5.52E 02 0.2389691 S XY=
4.73E 01 2.11E 01 1.33E 02 0.51743901 M XX=
2.65E 01 7.43E 02 5.59E 02 0.28094749 M YY=
6.55E 02 5.04E 02 1.62E 01 0.18175829 M XY=
5.74E 02 8.61E 02 5.09E-02 0.11533165 Plate NO.111 0
0 0
0 S XX=
2.12E+ 00 2.91E 01 8.11E 02 2.14239256 S W=
7.90E 02 1.87E 01 5.10E 02 0 20903146 S XY=
5.12E 01 1.63E 01 1.47F 02 0.'.3771616 M XX=
2.53E 01 5.88E 02 6.94E 02 0.2685739 M YY=
5.64E 02 4.40E 02 1.53E 01 0.16871294 M XY=
3.15E 02 6.88E 02
-4.33E 02 0.08724719 Plate NO= 112 0
0 0
0 S XX=
1.82E+00 2.52E 01 6.57E 02 1.83358922 S YY=
1.20E 01 1.56E 01
-4.79E 02 0.20260596 S XY=
5.16E 01 1.18E 01 1.56E 02 0.52926507 M XX=
2.55E 01 5.02E 02 9.93E 02 0.27859041 M YY=
5.11E 02 3.77E 02 1.45E 01 0.15865497 M XY=.
2.11E 02 5.38E 02 3.98E 02 0.070168 Plate NO= 113 0
0 0
0 S XX=
1.41 E+00 1.98E 01 4.90E 02 1.42374315 S YY=
3.00E 01 1.27E 01 4.62E 02 0.32860065 S XY=
3.94E 01 1,07E 01 1.47E 02 0.40892879 M XX=
2.16E 01 3.79E 02 1.13E 01 0.2462119 M YY=
4.81E 02 3.01E 02 1.37E 01 0.14807475 M XY=
1.53E 02 4.08E 02 3.70E 02 -
0.05712859 Plate NO= 114 0
0 0
0 S XX=
9.19E 01 1.20E 01 3.00E 02 0.92703538 S YY=
9.66E 01 1.23E-01 5.00E 02 0.97528224 S XY=
7.21 E-02 8 76E 02 9.43E 03 0.11388222 M XX=
8.89E-01 1.51E 02 5.52E 02 0.10569928 M YY= ~
5.52E 02 2.49E 02 1.2SE 01 0.13673108 M XY=
1.30E 02 3.33E 02 3.53E 02 0.05021298 0
0 0
0 C'\\WORKWEPCO'cALCSio.05 DOC i*.
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b SHEET NO.
JOB NO.100031.01 JOB North Anna SSI Analysis of ISFSI Pad BY M4-DATE # # M *7,
D3D DATE kib CALC. NO. 100031C05R0 SUBJECT Stress Calculation CHKD Plate NO= 115 S XX.
2.60E 02 1.05E+00 4.40E 01 1.13956615 S YY.
1.51E 02 9.10E 01 1.26E 01 0.91835209 S XY.
6.32E 01 1.2SE-01 1.37E 02 0.64429203 M XX=
2.17E+00 1.96E+00 5.97E 01 2.98365879 M YY=
+6.99E 02 1.89E+00 5.30E 01 1.96703569 M XY=
7.70E 01 1.19E 02 4.05E 02 0.77155605 Plate NO= 116 0
0 0
0 S XX.
1.07E 01 1.09E+00 4.50E 01 1.18129142
- S YY.
2.41E 02 1.21 E+00 1.43E 01 1.22160169 S XY=
6.73E 01 3.82E 01 4.82E 02 0.77467649 M XX=
2.16E+00 2.93E+00 7.68E 01 3.72021731 M YY=
7.80E 02 3.71 E+00 9.95E 01 3.84479822 M XY=
7.53E 01 1.50E+00 4.36E 01 1.73329745 Plate NO= 117 0
0 0
0 S XX.
5.31E 01 1.06E+00 4.43E 01 1.26342333 S YY=
1.86E 02 1.21 E+00 1.43E 01 1.21949727 S XY=
6.63E 01 3.79E 01 4.80E 02 0.76533625 M XX.
2.13E+00 2.92E+00 7.95E 01 3.69619953 M YY=
7.39E 02 3.71 E+00 9.95E 01 3.84276011 M XY=
-7.60E 01 1.50E+00 4.08E 31 1.73116598 Plate NO= 118 0
0 0
O S XX=
4.45E 01 9.81E 01 4.26E 01 1.15886732 S YYa 1.78E 02 9.09E 01 1.25E 01 0.91793891 S XY=
6.25E 01 1.31E 01 1.27E 02 0.63876911 M XX=
2.16E+00 1.9BE+00 5.69E 01 2.97855556 M YY=
6.90E-02 1.88E+00 5.31 E-01 1.95861529 M XY=
7.69E 01 3.22E-02 4.40E 02 0.77073439
+
Plate NO= 119 0
0 0
0 S XX=
4.89E 01 9.32E 01 4.18E 01 1.13272264 S YYr 2.36E 02 9.13E 01 1.24E 01 0.92205392 S XY=
6.37E 01 1.90E 01 1.39E-02 0.66506879 M XX=
2.21 E400 1.96E+00 6.11E 01 3.01411869 M YY=
7.92E 02 1.88E+00 5.34E-01 1.95776026 M XY=
7.63E 01 3.33E-02 5.96E 02 0.76574978 J
Plate NO= 120 0
0 0
0 S XX=
4.41E 01 9.95E 01 4.21E 01 1.16667831 S YY=
3.53E 02 1.22E+00 1.41 E-01 1.23059006 S XY=
6.81E 01 4.43E 01 4.77E 02 0.81317474 M XX=
2.16E+00 2.93E+00 7.58E 01 3.71545214 M YY=
9.72E 02 3.71 E+00 1.00E+00 3.84293195 M XY=
7.78E 01 1.49E+00 4.638 01 1.74591012 0
0 0
0 C WORKWEPCO\\CALCSCOS DOC
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1 EOECm md70 m SHEET NO. N N# 7 JOB NO.1kqQ1LO1 JOB North Anna SSI Analysis of ISFSI Pad BY MP 4 DATE CALC. NO.100031C05RO SUBJECT Stress Cateutation
..CHK'D DTD DATE 6fl2fD Plate NO= 121 S XX=
9.97E 01 1.03E+00 3.99E 01 1.48585983 S YY.
1.88E 02 1.22E+00 1.40E-01 1.22610687 S XY.
0.51E 01 3.75E 01 4.82E 02 0.75288527 M XX=
2.13E+ 00 2.90E4 00 8.41E 01 3.70000241 M YY=
0.94E-02 3.71E+ 00 9.99E 01 3.84407462 M XY=
7.48E 01 1.51 E+00 3.90E 01 1.73157714 Plate NO= 122 0
0 0
0 S XX=
9.05E 01 8.79E 01 3.75E 01 1.31588243 S YY=
1.89E-02 9.14E-01 1.22E 01 0.92188951 S XY=
6.14E 01 1.50E-01 1.25E 02 0.63232515 M XX=
2.13E4 00 1.98E+00 5.23E 01 2.94925441 M YY=
7.34E 02 1.89E+00 5.35E 01 1.96285866 M XY.
7.60E 01 4.06E 02 5.50E 02 0.76316172 Plate NO= 123 0
0 0
0 S XX.
9.55E 01 8.96E 01 3.61E 01 1.35867934 S YY=
2.69E 02 9.20E 01 1.20E 01 0.92825567 S XY=
6.41E 01 2.41E 01 1.42E 02 0.68530571 M XX=
2.22E+00 1.98E+00 5.83E 01 3.02871231 M YY=
9.25E 02 1.90E+00 5.36E 01 1.97242289 M XY=
7.65E 01 3.83E 02 5.94E 02 0.76835501 Plate NO= 124 0
0 0
0 S XX=
9.11E 01 1.14E+00 3.54E 01 1.50177997 S YY=
4.39E 02 1.24 E+00 1.35E 01 1.24613553 S XY=
6.86E 01 4.83E 01 4.67E 02 0.84036591 M XX=
2.16E+00 2.93E+00 7.65E-01 3.71389823 M YY=
1.27E 01 3.71 E+00 9.99E 01 3.84816534 M XY=
8.01E 01 1.51 E+00 4.70E 01 1.76863591 Plate NO= 125 0
0 0
0 S XX=
1.47E+00 1.18E+00 3.46E 01 1.91520152 S YY=
2.52E 02 1.23E+00 1.33E 01 1.23443386 S XY=
-6.35E 01 3.61E 01 4.66E-02 0.73204162 M XX=
2.23E+00 2.94 E+00 8.75E 01 3.79324481 M YY=
1.09E 01 3.71 E+00
-9.99E 01 3.84361017 M XY=
7.79E 01 1.51 E+ 00 3.65E-01 1.74024603 Plate NO3 i?6 0
0 0
0 S XX=
1.37E+00 1.02E+00 3.39E 01 1.74047398 SYY=
2.06E 02 9.13E 01 1.14E 01 0.91993583 S XY=
6.00E 01 1.48E 01 1.42E 02 0.61785373 M XX=
-2.23E+00 2.01 E+ 00 4,52E 01 3.04095542 M YY=
7.95E 02 1.88E+00 5.36E-01 1.9602658 M XY=
7.45E 01 4.20E 02 5.39E 02 0.74802459 0
0 0
0 C \\WOROVE PCOiC At CS\\C 05 DOC i
1
+
---.-..__.._.-.____.___________2_______
E CE INTERMATCONAL SHEET NO. N NA DATE %2/97 JOB NO.10003101 JOB North Anna SSI Analysis of ISFSI Pad BY C ALC. NO.100031C05RO SUBJECT Stress Calculation CHK'D DJ3 DATE 6Il?k~I Plate NO= 127 S XX=
1.41 E400 1.05E+00 3.33E 01 1.79006581 S YY.
3.00E-02 9.18E 01 1.12E 01 0.9248708 S XY.
6.41E 01 2.52E 01 1.48E 02 0.68906465 M XX.
2.17E+00 1.98E+00 5.26E 01 2.98230481 M YY=
9.88E 02 1.90E+00 5.33E 01 1.9787264-M XY=
7.48E 01 4.58E-02 5.31E 02 0.75128298 Plate NO= 128 0
0 0
0 S XX=
1.39E+00 1.27E+00 3.27E-01 1.00955882 S YY=
6,00E 02 1.24 E+00 1.29E 01 1.2500803 S XY=
6.88E 01 4.84E 01 4.74E 02 0.84215354 M XX=
2.13E400 3.02E+00 7.99E 01 3.77990271 M YY=
1.31E 01 3.78E+ 00 9.85E 01 3.90742931 M XY=
7.87E 01 1.51 E+00 4.33E 01 1.76049354 Plate NO= 129 0
0 0
0 S XX=
1.96E+00 1.37E+00 3.17E 01 2.41300502 S YY=
3.88E 02 1.22E+00 1.27E 01 1.23121383 S XY=
6.13E 01 3.57E-01 427E 02 0.71086815 M XX=
2.22E+00 2.96E+00 8.39E-01 3.79644613 M YY=
1.07E 01 3.79E+00 9.84E 01 3.91231001 M XY=
7.65E 01 1.55E+00 4.03 E-01 1.77726707 Plate NO= 130 0
0 0
0 S XX=
1.86E+00 1.27E+00 3.06E 01 2.27048617 S YY=
2.50E 02 8.94E 01 1.09E 01 0.90105328 S XY=
5.80E 01 1.51E 01 1.68E 02 0.5995902 M XX=
2.22E+00
-2.04 E+ 00 5.05E 01 3.05906019 M YY=
7.62E 02 1.93E+00 5.30E 01 2.00284621 M XY=
7.49E 01 7.41 E-02 5.45E-02 0.75492409 Plate NO= 131 0
0 0
0 S XX=
1.90E+00 1.41 E+00 2.89E-01 2.38564805 S YY=
3.44E 02 8.93E 01 1.09E 01 0.89992564 S XY=
6.35E-01 2.08E 01 1.63E 02 0.66823988 M XX=
2.10E+00 2.03E+00 4.41 E-01 2.94971504 M YY=
1.01E 01 1.96E+00 5.27E-01 2.03301129 M XY=
7.75E 01 8.27E-02 6.26E-02 0.78180573 Plate NO= 132 0
0 0
0 S XX=
1.87E+00 1.75E+00 2.74E 01 2.57166898 SYY=
7.27E-02 1.21E+00 1.29E 01 1.22302894 S XY=
6.83E 01
-4.33E 01 5.25E 02 0.80995252 M XX=
2.15E+00 3.09E+00 8.61E 01 3.8622836 M YY=
1.31E 01 3.88E+00
-9.75E-01 4.00558354 M XY=
t.46E 01 1.58E+00 3.48E 01 1.78532973 0
0 0
0 C \\WORAVEPCOCALCSNC OS DOC 1
o EGE EQE NUfRNATONAL
~3 SHEET NO. d JOB NO.10003101 JOB North Anna SSI Analvsis of ISFSI Pad BY U b DATE ON7 CALC. NO.100031C05RO SUBJECT Stress Calculation CHK'D N DATE bf?h Plate NO= 133 S XX=
2.45E+00 1.86E+00 2.53E 01 3.08998532 S YY=
4.82E 02 1.19E+00 1.30E 01 1.20107101 S XY=
5.86E 01 3.96E 01 4.27E 02 0.70890197 M XX=
2.12E+00 3.13E+00 7.55E 01 3.85033197 M YY=
1.16E-01 3.89E+00 9.73E 01 4.00756172 M XY=
7.80E 01 1.55E+00 4.73E 01 1.80092036 Plate No.134 0
0 0
0 S XX.
2.34E+00 1.69E+00 2.38E 01 2.89093162 S YY=
2.23E 02 8.45E 01 1.15E 01 0.85267084
' S XY=
5.57E 01 2.00E 01 2.18E 02 0.59205219 M XX=
2.18E+00 1.99E+00 5.96E 01 3.00977291 M YY=
8.44E 02 1.9BE+00 5.20E 01 2.04588406 M XY=
7.71E 01 1.23E 01 6.47E 02 0.7831952 Plate NO.135 0
0 0
S XX.
2.37E+vo 1.72E+00 2.39E 01 2.93710357 S YY=
3.04E 02 8.29E 01 1.17E 01 0.83773801 S XY=
0.21E 01 1.26E-n1 1.92E 02 0.63349575 M XX=
2.14 E+00 2.04E+00 5.23E 01 2.99982481 M YY=
1.21E 01 1.99E+00 5.16E 01 2.05536588 M XY=
7.88E 01 1.32E 01 7.52E 02 0.80220038 Plate NO= 136 0
0 0
0 G XX=
2.34E+00 2.01 E+00 2.50E 01 3.0952084 S YY=
7.93E-02 1.13E+00 1.35E-01 1.14083904 S XY=
6.70E 01 3.29E 01 5.56E 02 0.74892971 M XX=
21.0E+00 3.14E+00 8.76E 01 3.92927141 M YY=
1.85E 01 3.91 E+00 9.62E 01 4.03372467 M XY=
7.76E 01 1.67E+00 3.73E 01 1.87623949 Plate NO.137 0
0 0
0 S XX=
2.88E+00 1.98E+00 2.46E 01 3.50386484 S YYa 5.26E 02 1.11 E+00 1.36E 01 1.11658732 S XY.
5.66E 01 4.95E 01 4.74E 02 0.75326177 M XX= -
2.01 E+00 3.29E+00 7.73E 01 3.93346875 M YY=
1.64E 01 3.91 E+00 9.57E 01 4.02971062 M XY=
8.31 E-01
-1.45E+00 4.96E-01 1.74419297 Plate NO= 138 0
0 0
0 S XX=
2.78E+00 1.67E+00 2.25E 01 3.24742837 S YY=
2.36E 02 7.45E 01 1.19E 01 0.75463457 S XY=
5.40E 01 3.02E 01 3.42E 02 0.6193941 M XX=
1.85E+00 1.68E+00 5.41 E-01 2.55805414 M YY=
6.97E 02 1.96E+00 4.91E 01 2.02178889 M XY=
6.97E 01 1.75E 01 1.22E-01 0.7286335%
0 0
0 0
C %YORKWEPCOiC ALCS\\C-05 POC y
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SHEET NO.
de PATE MW7 JOB NO.100031.01 JOB North Anna SSI Analysis of ISFSI Pad BY N DATEI flO CALC. NO.100031C05R0 SUBJECT Stress Calculation CHKD Plate NO= 139 1.55 +00 2.06E 01 3.25085599 E
S XX.
2.85E+00 S YY=
4.72E 02 7.03E 01 1.16E 01 0.71390146 S XY=
6.29E 01 1.45E 01 1.92E 02 0.64587064 M XX=
2.96E+00 1.57E+00 5.94E 01 3.40197409 M YY=
1.87E 01 1.84 E+00
-4.45E 01 1.9023033 M XY=
5.74E 01 1.74E 01 1.73E 01 0.62438109 Plate NO= 140 0
0 0
0 S XX=
2.89E+00 1.64E+00 1.89E 01 3.32540515
- S YY=
6.96E 02 9.37E 01 1.20E 01 0.94723505 S XY.
6.86E 01 1.43E 01 3.90E 02 0.70219831 M XX=
2.55E+00 3.16E+00 7.38E 01 4.12146437
- M YY=
4.22E 01 3.49E+00 7.94E 01 3.60679138 M XY=
1.43E+00 1.52E+00 (38E 01 2.13167124 Plate NO= 141 0
0 0
0 S XX=
3.55E+00 1.35E+00 1.44E 01 3.79700747 S YY=
6.38E 02 9.11E 01 1.10E 01 0.92020734 S XY=
5.48E 01 6.39E 01 5.21E 02 0.84292221 M XX=
2.36E+00 3.44 E+00 102E+00 4.29185566 M YY.
3.80E 01 3.40E+00 7.72E 01 3.50335752 M XY=
1.38E+00 1.18E+00 5.27E 01 1.88949993 Plate NO= 142 0
0 0
0 S XX=
3.483+00 8.56E 01 1.39E-01 3.58744871 S YY=
7.39E 02 5.47E 01 8.44E 02 0.55877457 SXY=
4.91E 01 5.44E 01 3.70E 02 0.73344888 M XX=
3.03E+00
-7.59E 01 2.86E 01 3.13195293 M YY=
2.08E 01 1.38E+00 3.58E 01 1.44166085 M XY=
1.14 E-01 3.72E 01 4.16E 01 0.56975203 Plate NO= 143 0
0 0
0 S XX=
3.51 E+00
-4.42E 01 1.53E 01 3.53896065 S YY=
8.30E 02 4.84E 01 7.70E 02 0.49717242 S XY=
5.22E 01 4.24E 01 2.91E 02 0.67336346 M XX.
6.50E 01 1.22E+00 3.45E 0*
1.42209214 M YY=
2.11 E-01 3.92E 01 1.73E 01 0.47728788 M XY=
- G.98E 01 3.88E 01 3.55E 01 0.87380419 Plate NO= 144 0
0 0
0 S XX=
3.35E+00 3.18E 01 1.52E-01 3.37250134 S YY=
6.66E 02 4.15E 01 6.12E 02 0.42484181 S XY=
4.55E 01 3.17E 01 1.91E 02 0.55505687 M XX=
3.83E 01 8.17E 61 3.59E 01 0.97126547 M YY=
-1.94E 01 1.05E 01 1.19E 01 0.25012553 i
M XY=
5.84E-01 2.65E 01 2.60E 01 0'69167271 0
0 0
0 l
[
CTWORK\\VEPCOCALCSC-05 DOC s
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l ECE #MQNATONAL i^h SHEET NO. M JOB NO.10003101 JOB Norib Anna SE1 Analysis gi,lSFSI Pad BY M DATEN#47 CALC. NO.100031C05R0 SUBJECT Stress Calculation CHK'D @ DATE.[2.
Plate NO= 145 S XX.
0.14E400 3.82E 01 1.44E 01 3.16444371 S YY.
6.50E 02 3.68E 01 5.32E 02 0.37','65061 S XY=
4.24E 01 2.51E 01 1.50E 02 0 4929002 M XX=
4.82E 01 4.54E-01 2.47E 01 0.70631974 M YY=
1.03E 01 4.02E 02 9.47E 02 0.14565392 M XY.
3.76E 01 1.75E 01 1.73E 01 0.44912728 Plate NO= 146 0
0 0
0 S XX=
2.92E+00 4.67E 01 1.33E 01 2.95816313 S YY=
6.65E 02 3.21E 01 4.97E 02 0.33155598 S XY.
4.24E 01 2.02E 01 1.42E 02 0.46955976 M XX=
3.63E 01 2.41E 01 1.41E 01 0.45841707 M YY=
5.43E 02 3.07E 02 8.31E 02 0.10391482 M XY=
2.31E 01 1.26E 01 1.14E-01 0.28705827 Plate NO.147 0
0 0
0 S XX=
2.72E+00 4.98E 01 1.18E 01 2.764e2612 S YY=
6.49E 02 2.77E 01 4.60E 02 0.28839071 S XY=
4.41 E-01 1.70E 01 1.47E 02 0.47271533 M XX=
2.64E 01 1.40E 01 8.71E 02 0.31102151 M YY=
3.31E 02 2.63E 02 7.59E 02 0.08683004 M XY=
1.36E 01 9.92E 02 8.13E 02 0.18670095 Plate NO= 148 0
0 0
0 S XX=
2.55E+00 4.98E 01 1.03E 01 2.59631393 S YY=
6.95E 02 2.40E-01 4.22E 02 0.25302242 S XY=
4.70E 01 1.44E 01 1.55E 02 0.49199263 M XX=
2.20E 01 9.59E-02 5.66E 02 0.2467473 M YY=
2.55E 02 2.31E 02 7.09E 02 0.07881094 M XY=
7.43E 02 8.18E-02 6.31E 02 0.12723352 Plate NO= 149 0
0 0
0 S XX=
2.40E+00 4.68E 01 8.77E 02 2.44966086 S YY.
7.6M.02 2.04E 01 3.84E 02 0.22154225 SXY=
5.09E 01 1.24E 01 1.65E 02 0.52422084 M XX=
2.22E 01 7.65E 02 6.14E 02 0.24252123 M YY=
2.18E 02 2.01E 02 6.75E 00 0.07370107 M XY=
3.75E u2 6.72E 02 5.42E-02 0.09412161 Plate NO= 150 0-0 0
0 S XX=
2.28E+00 4.17E 01 7.39E 02 2.31599292 S YY=
8.77E 02 1.72E 01 3.54E 02-0.19665244 S XY=
5.53E 01 1.14E 01 1.74E 02 0.56471867 M XX=
2.37E 01 6.65E-02 8.62E 02 0.26118821 M YY=
1.99E 02 1.71E 02 6.52E-02 0.07024899 M XY=
2.49E 02 5.35E-02 5.00E 02 0.07733726 0
0 0
0 C \\ WORK \\VEPCOCALCSC-05 DOC
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SHEET NO.
M DATE JOB NO.10003101 JOB North Anna SSI Analysis ofISFSI Pad BY CALC. NO. 100031C05R0 SUBJECT Stress Calculation CHK'D T) W DATEN2 D Plate NO= 151 S XX=
2.10E+00 3.58E-01
-6.06E-02 2.12614845 S W=
1.17E-01 1.45E-01 3.34E-02 0.18908136 S XY=
5.75E-01 1.05E-01 1.81E-02 0.5843059 M XX=
2.11E-01 5.30E 02 1.05E 01 0.24127226 M W=
1.90E 02 1.366-02 0.30E 02 0.06718498 M XY=
1.84E 02 4.01E 02 4.51 E-02 0.06308629 Plate NO= 152 0
0 0
0 S XX=
1.66E+00
-2.74E-01
-4.54 E-02 1.67814112 S W=
5.47E-01 1.59E-01
-4.01E 02 0.57101267 S XY=
3.61E-01
-1.14E 01
-1.66E-02 0.37878553 M XX=
-8.88E-02 2.20E-02 5.30E-02 0.105603't5 M W=
2.58E 02 1.04E 02 5.86E-02 0.06485186 M XY=
1.45E 02 2.65F 02 3.20E 02 0.04402118 Beam 64 NODE 198 0
0 0
0 P 1(MAX)= (kip) 5.07E-01
-8.44 E+ 00 3.08E+01 31.9480679 i
P 2(MAX)= (kip) 5.26E+01 3.46E 01
-5.49E 01 52.6040023 P 3(MAX)= (kip) 2.05E-01 5.10E+01
-6.06E+00 51.3594201 i
M 1(MAX)= (kip ft) 8.17E-02 1.52E-01 2.19E-03 0.17292715 M 2(MAX)= (kip-ft)
-2.23E+ 00 4.47E+02 6.53E+01 451.583947 M 3(MAX)= (kip ft)
-4.29E+02 3.53E+00
-5.87E+00 428.554724 NODE 231 0
0 0
0 P 1(MAX)*
5.07E-01 8.44E+00 3.08E+01 31.9480679 P 2(MAX)*
5.26E+01 3.40E 01 5.49E-01 52.6040023 P 3(MAX)=
2.00E-01 5.10E+01 6.06E+ 00 51.3594201 M 1(MAX)=
8.17E-02 1.52E 01
-2.19E-03 0.17292715 M 2(MAX)=
5.78E-01 4.31E+01
-1.70E+01 46.3647479 M 3(MAX)=
2.03E+01 7.58E 01 1.35E+00 20.3985606 Beam 65 NODE 203 0
0 0
0 P 1(MAX)=
9.93E 01 8.57E+00 3.07E+01 31.8702039 P 2(MAX)=
5.26E+01 7.22E 01 1.35E+00 52.6223259 P 3(MAX)*
5.02E-01 5.10E+01 5.87E+00 51.2997596 M 1(MAX)=
8.14 E-02 3 86E-01 4.14E 03 0.3948068 M 2(MAX)=
5.47E+00 4.46E+02 6.35E+01 450.330168 M 3(MAX)=
4.35E+02 7.25E+00
-1.40E+01 435.4SS039 NODE 232 0
0 0
0 P 1(MAX)=
9.93E-01 8.57E+00 3.07E+01 31.8702039 P 2(MAX)=
5.26E+01
-7.22E-01 1.35E+00 52.6223259 P 3(MAX)=
5.02E-01 5.10E+01 5.87E+00 51.2997596 M 1(MAX)=
8.14E-02 3.86E 01 4.14 E-03 0.3948068 M 2(MAX)=
-1.40E+00 4.36E+01
-1,65E+ 01 46.6666446 M 3(MAX)=
1.95E+01 1.61 E+00 3.14E+00 19.8568598 O
O O
O C %VORKWEPCONCALCSC-05 DOC
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! I h3 SHEET NO.
JOB NO.10003101 JOB North Anna SSI Analysis of ISFSI Pad BY Mb DATE D#7 C ALC. NO. 100031001&Q. SUBJECT _ Stress Calculation CHK'D N DATE bl N Beam 66 NODE 208 i
P 1(MAX).
1.07E+00 8.78E+00 3.03E+01 31.535514 P 2(MAX).
5.28E+01 7.05E 01 1.47E+00 52.8650838 P 3(MAX)=
8.89E 01 5.14E+01 5.62E+00 51.7034809 M 1(MAX)=
7.98E 02 5.04E 01 4.11E 03 0.50989517 M 2(MAX).
9.52E+00 4.48E+02 6.07E+01 451.79466 M 3(MAX)=
4.38E+ 02 7.05E+00 1.73E+01 438.296662 NODE 233 0
0 0
0 P 1(MAX).
1.07E+00 8.78E+00 3 03E+01 31.535514 P 2(MAX).
5.28E+01 7.05E 01 1.47E400 52.8650838 P 3(MAX)=
8.89E 01 5.14 E+01 5.62E+00 51.7034809 M 1(MAX).
7.98E 02 5.04E 01 4.11E 0J 0.50989517 M 2(MAX)=
2.51 E+00 4.44 E+01 1.58E+01 47.E218337 M 3(MAX)=
1.99E+01 1.57E+00 3.55E+00 20.2359036 Beam 67 NODE 213 0
0 0
0 P 1(MAX)=
1.31 E+00 8.91 E+00 2.98E+ 01 31.1599257 P 2(MAX)-
5.24E401 8.68E 01 1.49E+00 52.4584397 P 3(MAX)=
8.15E 01 5.27E+01 5.60E+00 53.0024317 M 1(MAX)=
7.65E 02 5.36E 01 3.90E 03 0.54174267 M 2(MAX).
8.77E+00 4.59E+02 6.03E+01 462.530088 M 3(MAX).
4.34E+02 8.65E+00 1.50E+ 01 434.546198 NODE 234 0
0 0
0 P 1(MAX)=
1.31 E+00 8.91 E+00 2.98E+01 31.1599257 P 2(MAX)s 5.24E+01 8.68E 01 1.49E+00 52.4584397 P 3(MAX).
8.15E 01 5.27E+01 5.60E400 53.0024317 M 1(MAX).
7.6SE 02 5.'36E 01 3.90E 03 0.54174267 M 2(MAX)=
2.25E+00 4.49E401 1.57E+01 47.6252056 M.?(M AX)=
2.04E401 2.14E+00 3.26E+00 20,7204897 Beam 68 NODE 218 0
0 0
0 i
P 1tMAX)=
1.54E+00 8.97E+00 2.97E+01 31.090197 P 2(MAX)=
5.20E+01 1.42E+00 1.49E+00 52.0004989
- P 3(MAX)=
7.85E 01 5.36E+01 5.82E+00 53.9606267 M 1(MAX)=
7.37E 02 6.94E 01 5.21 E-03 0.69811751 M 2(MAX)=
8.52E+00 4.68E+02 6.29E+01 472.185798 M 3(MAX)=
4.26E+02 1.50E+01 1.56E+01 426.647802 NODE 235 0
0 0
0 P 1(MAX)=
1.54E+00 8.97E+00 2.97E+01 31.090197 P 2(MAX)=
5.20E+01 1.42E+00 1,49E+00 52.0004989 P 3(MAX)=
7.85E 01 5.36E+01 5.82E+00 53.9606267 M 1(MAX)=
7.37E 02 '
6.94E 01 5.21E 03 0.69811751 M 2(MAX).
2.25E+00 4.38E+01 1.63E+01 46.8403374 M 3(MAX)=
1.87E401 3.89E+00 3.87E+00 19.4488556 0
0 0
0 4
f C \\WORKWEPCotALCSC-0$ DOC i
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tot mtmuonAL SHEET NO. N I
JOB NO.10003101 JOB North Anna SSI Analvais of ISFSI Pad BY fif 4 DATE MW'?
CALC.NO. 100031C05R0 SUBJECT Stress Calculation CHK'D [179 DATEkl2N7 Beam 69 NODE 223 3.00E+ 01 31.2555757 E
8.55 +00 P 1(MAX)=
1.00E+00 2.02E+00 50.090001 P 2(MAX).
5.00E+ 01 2.44E+00 6.10E+00 53.5892754 P 3(MAX)=
2.09 +E 00 5.32E+01 M 1(MAX)=
0.47E 02 1.02E+00 7.58E 03 1.02407524 M 2(MAX).
2.28E4 01 4.65E+02 6.59E+01 469.806818*
2.04 E+ 01 410.719969 M 3(MAX)=
4.09E+ 02 2.58E+0 s NODE 236 0
0 0
0 P 1(MAX).
1,60E+ 00 8.55L +00 3.00E+01 31.2555757 P 2(MAX).
5.00E+01 2.44 E+ 00 2.02E+00 50.090001 P 3(MAX).
2.09E+ 00 5.32E+01 6.10E+00 53.5892754 M 1(MAX)=
6.47E 02 1.02E+00 7.58E 03 1.02407524 1.71 E+01 45.1551394 M 2(MAX).
6.05E+00 4.13E+01 M 3(MAX).
1.83E+01 6.24E+00 5.31E+00 20.0117664 Beam 70 NODE 228 0
0 0
0 2.97Ev01 30.9534286 P 1(MAX)=
5.61 E400 6.54E+00 4
P 2(MAX).
5.52E+01 3.51E400 5.05E+00 55.5417291 P 3(MAX).
3.26E+00 5.09E+01 4.75E+00 51.2252149 M 1(MAX)=
5.99E 32 1.37E+00 1.37E 02 1.36738207 5.13E+01 442.407588 M 2(MAX).
J.53E+ 01 4.38E+02 M 3(MAX).
4.67E+02 3.76E+01 5.34E+01 471.143603 NODE 237 0
0 0
0 P 1(MAX).
5.61E+00 0.54E400 2.97E+01 30.9534286 5.05E+00 55.5417291 P 2(MAX)=
5.52E401 3.51E4 00 P 3(MAX)=
3,26E+ 00 5.09E+01 4.75E400 51.2252149 M 1(f/AX).
5.99E 02 1.37E+00 1.37E 02 1 36738207 M 2(MAX)=
9.19E+00 3.81 E+01 1.33F.+ 01 41.4159317 M 3(MAX)=
3.53E+01 1.01 E+01 1.28E+01 38.844069 r
k C TWOAKWEPOONCALCSC05 DOC v
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SHEET NO. N JOB No.10003101 JOB North Anna SSI AnWysis of ISFSI Pad BY Mb DATE M7 CALC. NO.100031C0fd19_ SUBJECT Stress Calculation CHKD N DATEbND 4.0 References
- 1. SUPER SASSI/PC Complete Dynamic Soil Structure Interaction Analysis System on Personal Computers. May 1996,
- 2. EQE' Calculation 100031 C-06 Rev 0, June 1997, Project Specific Verification of Computer Code SUPER SASSI/PC.
- 3. EQE Calculation 100031-C-03 Rev 0, June 1997, Pad Model and input to Module HOUSE.
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(G ECE HTERNATNAL I.'E s.:
SHEET NO.
A1 JOB NO.10003101 JOB North Anna SSI Analysis of ISFSI Pad BY Mb DATE 0//b/9' D DATEbfl2lD CALC. NO.100031005R0 SUBJECT Stress Calculatk>n CHKD ATTACHMENT A COMPUTER INPUT AND OUTPUT FILES File Name Description Pages Date strssinx Input to STRESS, x direction 3
5/16/97 14:01 stroutx Output of STRESS, x direction 11 5/16/97 16:35 strssiny Input to STRES3, y direction 3
5/16/97 14:02 strouty Output of STRESS, y direction 11 5/16/97 16:40 strssinz Input to STRESS, z direction 3
5/16/97 14:02 stroutz Output of STRESS, z direction 11 5/16/97 16:44 TOTAL PAGES, INCLUDING COVER 43 Sheets SHEET Note: Signature at the top of this theet signifies that all contained documents have been verified.
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EQE INTERNATONAL k3 SHEET NO.
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JOB NO.100031.01 JOB North Anna SSI Analysis of ISFSI Pad BY HM DATE b/#/D CALC. NO.100031005RO SUBJECT Stress Calculation CHKD N DATt l0Ibh-)
4 ATTACHMENT B DIGITIZED FILES.
~ File Name Description Date strssinx Input to STRESS, x direction 5/16/97 14:01 stroutx Output of STRESS, x direction 5/16/97 16:35 strssiny Input to STRESS, y direction 5/16/97 14:02 strouty Output of STRESS, y direction 5/16/97 16:40 strssinz Input to STRESS, z direction 5/16/97 14:02 stroutz Output of STRESS, z direction 5/16/97 16:44 TOTAL PAGES, INCLUDING COVER 1 Diskette and 1 Sheet SHEET l
Note: Signature at the top of thissheet signifies that all contained documents have been verified.
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i NRC Question 4 Requested Information 9
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ErgiIcering
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f% if AN ATh FN A L July 25,1997 hir. John hiacCrimmon EQE Project 100031 Virginia Power Correspondence 100031-0-004 Nuclear Engineering Innsbrook Technical Center 5000 Dominion Boulevard Glen Allen, Virginia 23060
Subject:
Transmittal of Requested Infonnation
Dear John:
Attached please find the following information requested by you during our July 23,1997 telephone conversation:
1.
A new copy of the disk 3 of 9 of the Calculation 100031-C-04.
2.
A brief description of computer coda CLASSI for SSI analysis. This computer code is divided bas.cally into 3 modules: GLAY, CLAN, and SSIN. The description of these modules and the references to the original authors of this computer code are given in the attached pages.
3.
The computer code SUPER SASSI/PC has been used previously by EQE International in the SSI analysis of the nuclear power plant Humbolt Bay for PG&E. Additionally, this computer code is being used in the review of a SSI analysis performed for the Idaho National Engineering Laboratory Irradiated Fuels Storage Facility.
Please call me at (415) 989-2000 if you have any questions or comments regarding these responses or require more assistance.
Sincerely, EQE INTERNATIONAL San Francisco, CA 8
Alejandro P. Asfura, Ph.D., P.E.
Vice President cs maox 44 Weugomery Street, suae 3200. san Franeaco. cA 941n4 Us A. Telephone 4415) 9842000. I' AX 1415 6 4D-5 407
' Revision 0 P12e 10
-~
y Prepared /Date b3 4 !h41 b4/k[T"/
Checked /Date 1.0 Program Function, Capabilitier <nd File Structure Programs GLAY and CLAN, when used together, calculate impedance functions for rigid foundations on a layered viscoelastic halfspace, The codes were developed by Professors J. E. Luco (UCSD) and H. L
- Wong (USC) as part of their CLASSI series of programs [1]. Program GLAY calculates Green's functions, describing steady state dynamic force /displacementielationships between source and observer points
' located on the surface of a layered viscoelastic halfspace. Program CLAN uses the Green's functions calculated by GLAY, along with a user defined discretized model of the soil / foundation interface, to determine dynamic soil impedance matrices and incident wave scattering vec: ors for multiple rigid foundations of arbitrary shapes.
Program GLAY requires one input data file, prepared by the user, which contains the definition of the halfspa; ; and the frequericies at which the Green's functions are to be computedi The default input filename is GLAYIN, however it can be specified otherwise on the command line using the argt. ment i= filename. GLAY produces two output files. The first is a text file with default filename GLAYO. Its name may be specified otherwise on the command line using argument o= filename, and it summarizes the input data, the results, and timing data. The second output file is a sequential binary file defaulted as GRNFN, however, it may also be specified using g= filename it contains the Green's function tables in normalized form. This file is used as an input for the program CLAN. A detailed description of the files is laurid in the GLAY User's Manual [4].
The program CLAN requires two input data files for its execution. The default filenames are CLANIN (otherwise specified using cmd flename) and GRNFN (otherwise:pecified using grn-filename). Cl. AN produces two output files defaulted as Cf.ANO (otherwise specified using log = filename) and IMPFN (otherwise specified using imp = filename). The files (denoted by their default filenames below) contain:
CLANIN is a text input file prepared by the user, it contains certain control information as well as the definition and discretization of the geometry of the rigid sollt foundation interface.
GRNFN is a sequential binary file that is generated by program GLAY and contains the Green's function tables.
C ANO is a text output file produced by CLAN that provides a samary of the computer run, including a summary of the foundation gec.ae:.y and tb resulting impedance and scattering matrices if requestd oy the user.
IMPFN is a text data file produced by CL*.h that contains the impedance and scattering matrices for the foundation IMPFN is used as an input file for program SSIN.
2.0 Methodolo'gy See Reference 7.
3.0 Program Documentation This document together with the progranis user's manuals [4,$] provide Uficient ir. formation on the application of the codes to meet the requirements of" Procedure for Computer Program Devplopment, Verification, and Maintenance," the EQE procedure for computer code quality assurance.
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Revisi:n 0 Page30 Prepared /Date Checked /Date 6
5.4 Conclusism Trie results of the GLAY/Cl. AN calculation of the impedance functions agt.ced well with the published values for all components for both problem 1 and problem 2. Generation of Green's functions fo either automatic or user defined spatial variation in Problem 3 also showed very comparable results.
Any differences in the above corpparisons are considered to be negligibic. It is therefore concluded that GLAY and CLAN together correctly calculate impedance functions for rectangular and circular foundations on layered or uniform soil systems.
6.0 References 1)
H. L. Wong and J. E. Luco," Soil-Structure interaction: A Continuum Mechanics Approach (CLASSI)," Report No. CE 79-03, Depamnent of Civil Engineering, University of Southern California, in publication.
s 2)
P. B. Schnabel, J. Lysmer and H. B. Seed," SHAKE: A Computer Program for Earthquake
- Response Analysis of Horizontally Layered Sites," Report No. EERC 7212, Earthquake Engineering Research Center, College of Engineering. University of California, Berkeley, California, December 1972.
3)
H. L. Wong and J. E. Luco," Tables of Impecance Functions and input Motions for Rectangular Foundations," Report No. CE 78 15, Department of Civil Engineering, University of Southern California, December 1978.
4)
" Program GLAY, Version 1.4P, Generation of Green's Function Tables for Layered Media, User's Manual," EQE Document AA-QA 005, MAN-003 Revision 0.
5)
" Program CLAN, Version 1.5P, Generation of Impedance nd Scattering Matrices for Surface Founded Structures, User's Manual," EQE Document AA-QA 005, MAN-004, Revision 0.
e I
6)
J. E. Luco," Vibrations of a Rigid Disc on a Layered Visco-Elasde Medium." Nuclear Engineering and Design 36 (1976) 325 240, January 17,1976.
- 7) -
QA Documentation for the GLAY and CLAN Computer Programs (Sun Versions). Calculation AA-QA-005, Revision 2.
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, o AA-QA 004 DOC-001 Revision 1 Page 10 of 48 Prepared /Date: SL i / 7 / 41-Checked /Date: LWT IIE M 1.
Program runction, capasiitties, ans rite structure Program SSIN was developed to perform soil-structure in:eraction (SSI) response calculati~s of major structures for multiple analyses that include randem variation of soil and structure properties. SSIN was first developed by Prof. L E. Luco (UCSD) and Prof. H. L. Wong (USC) (Ref.1) and was later modined at Lawrence Livermore National Laboratory (LLNL) and incorporated as part of the computer program SM ACS (Ref. 2) which was 6 signed to perform multipie analyses of subsystems as well SSIN calculates SSI response of major structures using Fourier analysis methods, it uses foundation impedance and incident wave scattering functions calculated by such programs as CLASSI program CLAN and others, and the dynamic properties of the major s:ructures calculated by pro, ram INSSIN in coinbination with ensembles of earthquake free-field acceleration time histories to define the problem Properties of the soil and structures can be varied by applying random multipliers to base (or ' nominal *) properties.
SSIN is capable of calculating the response of rnultiple structures supported on multiple surface or embedded foundations depending on the programs used to generate the impedance and scattering functions. Program CLAN, for example, is capable of providing impedance and scattering functions for multiple surface foundations, including through soil coupling, for incident waves of arbitrary incident angles and azimuthal directions. l'rograms "7.AE, available at LLNL, and SUPERALUSH, available at Earthquake Engirieering Technologies, Inc., can calctilate is:pedance and scattering functions for embedded cylinders in layered media subjected to vertically propagating incident waves.
The dynamic representation of the major structures is obtained by an eigenvalue extraction analysis using a finite element analysis program such as MODS AP or SUPERSAP with post-processors such as INSSIN to organize the data into the format that is expected by SSIN. In general, the limitation of the detail of the structural model used in the SSIN analysis will be limited by the capabilities of the finite element analysis programs.
Program SSIN requires four input files for its execution: SSININ, IMPFN, SSINST, and SSINTH.
SSIN produces two output files: SSINO and SSINP. These data files are described in general txlow.
Detailed descriptions can be found in subsequent pages of this manual, a
SSININ -
a t:xt input data file prepared by the user. It contains information such as the number of foundations, the number of structures on each foundation, the number ofin-structure responses to calculate and number of earthquake problems. It also contains the foundation mass matrices. The last part of the Fle contains control data for the input motions and wave scattering, followed by soil and structural property variation multipliets.
3g QA Documentation for the SSIN Soil Structure Interaction Code January 1994
_9 M 16510-Ol/SSIN D
AA-QA-004 DOC-001 Revision 1 Page 11 of 48 Prepared /Date: SL Ih /M Checked /Date: - lNi llBl%
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e IMPFN -
a text input file that contains the impedance and scattering matrices for the foundations, it can be produced by program CLAN direc;ly or it can be prepared by the user. In general, the number of frequencies for which this data is calcuh sed is much less than the number of frequencies used in the SSI response analysis because these function are much smoother than the Fourier spectra of the input and response time histories. Values for the Fourier analyses are obtained by linear interpolation of the input values, e
SSINST.
a text input file produced by program INSSIN. It contains the dynamic properties of the structures, including modal frequencies, damping ratios and participation factors and the igid body mass matrix of the structure about the foundation reference point. Also included are the modal coord;nate vector and rigid bady transformation vector for each ir stmeture response that is to be calculated. For multiple structures, the SSIN5i.ile for SSIN consists of a chain of SSINST files of the individual structures as produced by INSSIN.
e SSINTH -
a text input file provided by the user, it contains the acceleration time histories (in the case of a time history analysis) or the input Fourier spectra (in the case of a pure Fourier analysis) to the problem. In the case of an earthquake time history analysis, these would typically be a triad of orthogonal co.nponents that define the free-field motion on the ground surface. Also included in the SSINTH file are force time histories or Fourier spectra for any cynamic extemal forces to be applied to the structure as specified by the user.
The format in which the data appears can be specified by the user in the SSININ file.
=
SSINO -
a text output file generated by SSIN. It contains a sumtnary of the problem execution including the identification of the impedance and scattering data, structural data and the input functions as well as a summary of the maximum values of foundation and stnictural response, e
SSINP -
a text output file generated by SSIN that contains selected in-structure response time histories or Fourier spectra from the analyses. Maximum values of al!
response components are included. Complete response cf EOE QA Documentation for the SSIN Soil Structure Interaction Code January 1994 5YAE 16510OltssiN D
AA-QA-004 DOC-001 p.-
Revision i Page 48 of 48 Prepared /Date: SL.
I/7/44-Checked /Date: LWT UM4 h.
References 1.
Wong, H. L. and J. E. Luco. 1980. ' Soil Structure Interactior : A Linear Continuum Mechanics Approach (CLASSI)
- Univ, of Southern California: Dept. of Civil Engineering.
CE79-03. Draft.
2.
Maslenikov O. R., J. J. Johnson. L. W. Tiong. M. J. Mraz. S. E. Bumpus and M. A.
Cerhard. March 1980. 'SMACS - A System of Computer Programs for Probabilistie Seismic Analysis of Structures and Subsystems.* Lawrence Livermore National Laboratory. UCID-204'3.
2.
EQE Engineering Consultants. January 4,1990. 'QA Documentation for the SSIN Soil.
Structure Interaction Code.' EQE Document AA-QA-004. Rev. 2.
4.
EQE Engineering Consultants. ' Program SSIN Version 1.lP, User's Manual." EQE Document AA-QA-004, M AN-001. Rev. O.
5.
EQE Engineering Consultants. April 21,1992. 'QA Documentation fot W frogram ALGOR /SSAP, Version 9.20. Finite Element Analysis System." EQE Document AA-QA 0M.
Rev.O.
6.
EQE Engineering Consultants. May 30.1992. 'QA Documentation for the FMSSAP snd INSSIN Computer Programs." EQE Docuaient AA QA 006. Rev.1.
Ikb t9a=
QA Documentation for the SSIN Soil Structure Interaction Code January 1994 16310-Oll151N D S
8