Text

Rev 0 to Calculation 100031-C-03, Pad Model & Input to Module House
	ML20202B228
Person / Time
Site:	North Anna
Issue date:	06/12/1997
From:	; EQE INTERNATIONAL
To:	;
Shared Package
ML20202B006	List: ML20202B001; ML20202B154; ML20202B185; ML20202B228; ML20202B270; ML20202B284; ML20202B318;
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. 100031 4 4 3

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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): 35 Revision l Approval Dest iption of Revision Originator Checker Approver Number Date 0 @//k/4 *)

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JOB North Anna SSI Analysis of ISFSI Pad BY /if4 DATE b/'2 /4 7 JOB NO.100031.01 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

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

.1 DISKETTE + 1 PAGE ATTACHMENT B: DIGITIZED FILES. . , . . . . . . . ... .

CAWORKWEPCO\CALCSC-03. DOC

s E0E INTERNATIONAL l

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JOB North Anna SSI Analysis of ISFSI Pap BY M4 DATE U97 JOB NO.10003101 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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" SHEET NO. T JOB North Anna SSI Analysis ofISFSI Pad BY AfA DATE W'# N 7 JOB NO.10003101 CALC NO.100031C03R0 SUBJECT _ Pad Model and input to Modules HOUSE CHK'D N DATE$ Ih 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 .

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JOB NO.100031.01 JOB North Anna SSI Analysis ofISFSI Pad BY MA DATE ON' CALC. NO. 100031CO3R0 SUBJECT P34 Model and Inout to Modules HOUSE CHK'D DATE[c][h N 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 2/2 = 230*42/2 = 1,840 k-ft2 -

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 j longitudinal direction, the Y axis in the transverse direction, and the Z axis in the vertical 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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"" SHEET NO. b JOB North Anna SSI Analysis ofISFSI Pad BY Nb - DATE UN1 JOB NO.100031.01 DATEM- IEfN CALC. NO 100031C03R0 SUBJECT Pad Model and Inout to Modules HOUSE CHK'D 16D 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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/ -$7 SHEET NO. A1 JOB NO.100031,01 JOB Nerth Anna SSI AnaNsis ofISFSI Pad BY Mb DATE 0//A/ 97 CALC. NO.100031CO3R0 SUBJECT Pad Model and Inout to Module HOUSE CHK'D D DATE bS h ATTACHMENT A COMPUTER INPUT AND OUTPUT FILES File Name Description Pages Date

. housex.in Input to HOUSE, x direction 1 5/09/97 10:47 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 housez.in Input to HOUSE, z direction 1 5/09/97 15:09 housez.out Output of HOUSE, z direction 6 5/09/97 15:38 TOTAL PAGES, INCLUDING COVER 22 Sheets 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. B1 JOB NO.10003101 JOB North Anna SSI Analysis ofISFSI Pad BY M DATE N[U 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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ML20202B228