ML20202B228

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Rev 0 to Calculation 100031-C-03, Pad Model & Input to Module House
ML20202B228
Person / Time
Site: North Anna  Dominion icon.png
Issue date: 06/12/1997
From:
EQE INTERNATIONAL
To:
Shared Package
ML20202B006 List:
References
100031-C-03, 100031-C-03-R00, 100031-C-3, 100031-C-3-R, NUDOCS 9712030077
Download: ML20202B228 (35)
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Calculation No.

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Project:

North Anna SSI Analysis of ISFSI Pad Calculation

Title:

Pad Model and input to Module HOUSE

References:

See page 12 Attachments:

See Table of Contents, page 2 Total Number of Pages (including Cover Sheet):

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b/'2 /4 7 JOB NO.100031.01 JOB North Anna SSI Analysis of ISFSI Pad BY

/if4 DATE CALC. NO.100031CO3R0 SUBJECT Pad Model and Inout to Modules HOUSE CH'.D N DATEb IEk'/

TABLE OF CONTENTS Page

....1 CALCULATION COVER SHEET..

..2 TABLE OF CONTENTS.......

.....3 1.0 PURPOSE.

.4 2.0 MODEL DESCRIPTION...

.12

3.0 REFERENCES

ATTACHMENT A COMPUTER INPUT AND OUTPUT FILES.............

. 22 PAGES ATTACHMENT B: DIGITIZED FILES.

.1 DISKETTE + 1 PAGE CAWORKWEPCO\\CALCSC-03. DOC

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U97 JOB NO.10003101 JOB North Anna SSI Analysis of ISFSI Pap BY M4 DATE CALC. NO.100031C03R0 SUBJECT Pad Model and input to Modules HOUSE CHK'D DATEMfl7fD 1.0 Purpose The purpose of this calculation is to document the development of the finite element model for the pad and casks and to document the runs made with module HOUSE of the computer code SASSI {1',2],

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T W'# N 7 JOB NO.10003101 JOB North Anna SSI Analysis ofISFSI Pad BY AfA DATE N DATE$ Ih CALC NO.100031C03R0 SUBJECT _ Pad Model and input to Modules HOUSE CHK'D 2.0 Model Description The geometry and weight characteristics of the pads and casks were transmitted to EQE in Reference 3. Figure 2-1 shows a basic geometry of the pad and the location of the casks.

2.1 Basic Properties The characteristics used to develop the structural model are as follows:

Casks:

a) Number of casks = 28 b) Diameter = 8 ft c) Height = 16 ft d) Weight of each = 230 kips e) Separation between them (center to center) = 16 ft f) Material = Assumed as rigid elements Pad:

a) Material = Reinforced concrete b) Plan dimensions = 304 ft long,32 ft wide c) Thickness = 2 ft (at the ramps, the thickness varies linearly from 2' to l'-9" however, for model it was assumed a constant thickness of 2')

d) Unit weight = 0.150 kcf e) Poi.eson's ratio = 0.17 f) Structural damping = 0.07 g) Young's modulus = 449,571 ksf (f'c = 3,000 psi) e C W. 'RK\\VEPCoiCALCst-03. Doc m

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ON' MA DATE JOB NO.100031.01 JOB North Anna SSI Analysis ofISFSI Pad BY 4 Model and Inout to Modules HOUSE CHK'D N DATE[c][h CALC. NO. 100031CO3R0 SUBJECT P3 2.2 Structural Model The casks model is shown in Figure 2 2. It was modeled as a rigid beam 8 ft long connected to the mid elevation of the pad by an ensemble of rigid elements as shown in Figure 2 2.

The weight of the casks was lumped at the top of the 8 ft beam. The weight values are:

Wx = Wy = Wy = 230 kip Izz = W*r /2 = 230*42/2 = 1,840 k-ft2 2

Ixx = Iyy = W(3r2 + h2)/12 = 230(3*42 + 162)/12 = 5,826.67 k-ft2 /

The origin of the coordinate system was located at the center of the pad with the X axis in the longitudinal direction, the Y axis in the transverse direction, and the Z axis in the vertical j

upward direction.

Due to the symmetry of the pad, only a quarter was modeled. For input in the X direction, the boundary along the X axis corresponds to symmetry and the boundary along the Y axis to anti symmetry. For input in the Y direction, the boundary along the X axis corresponds to anti-symmetry and the boundary along the Y axis to symmetry. For input in the Z direction, the boundaries along the X axis and Y axis correspond to symmetry.

The nodal and element numbers are indicated in the quarter model shown in Figures 2-3,2-4, 2-5, and 2-6.-

The pad was modeled by 4'x4' plate elements,2 ft thick, and unit weight of 0.15 kcf. The clastic properties for icinforced concrete were used.

The coordinates and connectivity can be found in the listing of the input files to HOUSE in

- Appendix A.

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DATE JOB NO.100031.01 JOB North Anna SSI Analysis ofISFSI Pad BY CALC. NO 100031C03R0 SUBJECT Pad Model and Inout to Modules HOUSE CHK'D 16D DATEM-IEfN 3.0 References

1. SUPER SASSI/PC Complete Dynamic Soil-Stn'eture Interactiv.. Analysis System on Personal Computers. May 1996.
2. EQE Calculatbn iH031-C-06 Rev 0, June 1997, Project Specific Verification of Computer Code SUPER SASSI/')C.
3. Virginia Power leMer NP-2884-E459-001, May 15,1997. " Purchase Order BNT 551844, ISFSI Soil Structure Interaction Analysis, North Anna Power Statien." EQE Incoming document 100031-I-001.

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A1 JOB NO.100031,01 JOB Nerth Anna SSI AnaNsis ofISFSI Pad BY Mb DATE 0//A/ 97 CHK'D D DATE bSh CALC. NO.100031CO3R0 SUBJECT Pad Model and Inout to Module HOUSE ATTACHMENT A COMPUTER INPUT AND OUTPUT FILES File Name Description Pages Date 1

5/09/97 10:47

. housex.in Input to HOUSE, x direction housex.out Output of HOUSE, x direction 6

5/09/97 11:02 housey.in Input to HOUSE, y direction 1

5/09/97 15:09 6

5/09/97 15:37 housey.out Output of HOUSE, y direction 1

5/09/97 15:09 housez.in Input to HOUSE, z direction housez.out Output of HOUSE, z direction 6

5/09/97 15:38 22 Sheets TOTAL PAGES, INCLUDING COVER SHEET Note: Signature at the top of this sheet signifies that all contained documents have been verified.

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E0f. WTECNATIONAL SHEET NO.

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DATE JOB NO.10003101 JOB North Anna SSI Analysis ofISFSI Pad BY CA1.C. NO.100031C03R0 SUBJECT Pad Mode and Inout to Module HOUSE CHK'D _ DN DATE b Ih ATTACHh!ENT B DIGITIZED FILES File Name Description Date housex.in Input to HOUSE, x direction 5/09/97 10:47 housex.out Output of HOUSE, x direction 5/09/97 11:02 housey.in Input to HOUSE, y direction 5/09/97 15:09 housey.out output of HOUSE, y direction 5/09/97 15:37 housez.in Input to HOUSE, z direction 5/09/97 15:09 housez.out Output of HOUSE, z direction 5/09/97 15:38 jOTAL PAGES, INCLUDING COVER 1 Diskette and 1 Sheet SHEET Note: Signature at the top of this sheet signifies that all contained documents have been verified.

C WORK'VEPCoCALCSC-03 Doc l'

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