Text

Part 9 of 22, Diablo Canyon Independent Spent Fuel Storage Installation, Submittal of Non-Proprietary Calculation Packages, Appendix LT-1 to Calculation PGE-009-CALC-003
	ML020290162
Person / Time
Site:	Diablo Canyon
Issue date:	12/21/2001
From:	Womack L F; Pacific Gas & Electric Co
To:	; Document Control Desk, Office of Nuclear Material Safety and Safeguards, Office of Nuclear Reactor Regulation
References
	+sispmjr200505, -RFPFR, DIL-01-004 PGE-009-CALC-003
	Download: ML020290162 (246)
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Sheet 1 of 62 F il ENERCON SERVICES, INC. Appendix LT-1 to Calculation PGE-009-CALC-003 Originator:

S. C. Tumminelli Date: November 30, 2001 Appendix LT-1 Analyses for Adjusted LTSP Horizontal Loads This Appendix presents analyses for adjusted LTSP horizontal loads. Appendix Contents DISCUSSION AND CONCLUSIONS sheet 2 EQUILIBRIUM Expected reactions sheet 3 ANSYS input file for reactions sheet 5 ANSYS output file for reactions sheet 8 PAD DISPLACEMENTS ANSYS input file for displacements sheet 16 ANSYS output file for displacements sheet 18 CASK DISPLACEMENTS ANSYS input file for cask displacements sheet 24 ANSYS output file for cask displacements sheet 26 PAD X and Z STRESSES ANSYS input file for pad X and Z stresses sheet 33 ANSYS output file for pad X and Z stresses sheet 38 PAD PRINCIPAL STRESSES ANSYS input file for pad principal stresses sheet 51 ANSYS output file for pad principal stresses sheet 54 ENERCON SERVICES, INC. Appendix LT-1 to Calculation PGE-009-CALC-003 DISCUSSION and CONCLUSIONS Sheet 2 of 62 During the course of the analysis and design of the pads, it was determined that the horizontal component of the LTSP was below the required value somewhat less than 5%. The vertical component was not affected.

In the Holtec analysis of the casks, the conclusion is made that the increase, in the LTSP forces, does not result in the LTSP governing the design of the pad. This Appendix presents the results of the small analysis that confirms this conclusion considering the nonlinear behavior of the pads. The analysis was performed simply by reanalyzing the pad for the LTSP forces with the horizontal component factored up by 5%. Thus load steps 1 to 5 here are load steps 11 to 15 (see Gravity and Seismic Loads) with the 440 Kips horizontal factored to 462 Kips. The results are shown below in Tables LT-5-1 and LT-5-2. These results show that the predicted displacements and stresses are still below the governing Hosgri cases. Compare Table LT-5-1 to Table 2 and LT-5-2 to Table 3. Also, given the relative magnitudes of the values presented here, the conclusions reached in Pad Response at Reduced Concrete Density, see also Table 13, remain valid. Load components are combined using the 100-40-40 rule. Table LT-5-1 MAXIMUM PAD and CASK DISPLACEMENTS ADJUSTED LTSP WITH SOFT ROCK LS Direction Maximum Pad 8 Max Maximum Cask 8Cask 1 N 0.056 0.000557 2 N32.93W 0.093 0.0206 3 N45W 0.095 0.0248 4 N57.07W 0.088 0.0255 5 W 0.044 0.0119 Table LT-5-2 PAD STRESS RESPONSES ADJUSTED LTSP WITH SOFT ROCK LS Direction 1x Max 1X Min 13Z Max OZ Min G1 Max (73 Mm 1 N 45 -98 265 -392 335 -619 2 N32.93W 142 -262 230 -396 352 -771 3 N45W 189 -311 204 -365 349 -776 4 N57.07W 230 -348 171 -317 341 -748 5 W 259 -390 58 -127 309 -574 Sheet 3 of 62 F ~ ENERCON SERVICES, INC. Appendix LT-1 to Calculation PGE-009-CALC-003 EQUILIBRIUM Below are the calculations that compute the expected reactions from the ANSYS analyses:

Pad Weight is 68*105*7.5*0.15

= 8032.5 Kip Load Step 1 -Apply in the North (Z) direction:

Sum of Applied Loads Fx =0 Fy =258320*20

5166400 Fz = 1.0544000020

9240000 Sum of Forces at Pad/Rock Interface and at Rock Boundary Fx = 0 Fy = 258320*20

+ 0.720*8032500

= 10949800 Fz = 1.05*440000*20

+ 0.894*8032500

= 16421055 Load Step 2 -Apply in the North 32.93 degrees West direction:

Sum of Applied Loads Fx = 1.05*239190*20=

5022990 Fy = 258320*20

5166400 Fz = 1.0536930820

7755468 Sum of Forces at Pad/Rock Interface and at Rock Boundary Fx = 1.05*239190*20

+ 0.486*8032500

= 8926785 Fy = 258320*20

+ 0.720*8032500

= 10949800 Fz = 1.05*369308*20

+ 0.750*8032500

= 13779843 Load Step 3 -Apply in the North 45 degrees West direction:

Sum of Applied Loads Fx = 1.05*311127*20=

6533667 Fy = 258320*20

5166400 Fz = 1.0531112720

6533667 Sum of Forces at Pad/Rock Interface and at Rock Boundary ENERCON SERVICES, INC. Appendix LT-1 to Calculation PGE-009-CALC-003 Fx = 1.05*311127*20

+ 0.632*8032500 Fy = 258320*20

+ 0.720*8032500 Fz = 1.05*311127*20

+ 0.632*8032500

= 11610207 = 10949800 = 11610207 Load Step 4 -Apply in the North 57.07 degrees West direction:

Sum of Applied Loads Fx = 1.05*369308*20=

7755468 Fy= 258320*20

5166400 Fz = 1.0523919020

5022990 Sum of Forces at Pad/Rock Interface and at Rock Boundary Fx = 1.05*369308*20

+ 0.750*8032500 Fy = 258320*20

+ 0.720*8032500 Fz = 1.05*239190*20

+ 0.486*8032500 Load Step 5 -Apply in the West direction:

Sum of Applied Loads Fx = 1.05*440000*20=

9240000 Fy= 258320*20

= 5166400 Fz= 13779843 = 10949800 = 8926785=0 Sum of Forces at Pad/Rock Interface and at Rock Boundary Fx = 1.05*440000*20

+ 0.894*8032500 Fy = 258320*20

+ 0.720*8032500 Fz= 16421055 = 10949800 = 0 F 3I Sheet 4 of 62 Sheet 5 of 62 F '~ENERCON SERVICES, INC. Appendix LT-1 to Calculation PGE-009-CALC-003 Below is the file that scans the ANSYS database for the applied forces, the forces at the pad/rock interface and the boundary forces on the rock. /com, /com, This routine processes load results data for the /com, evaluation of equilibrium.

/com /com, Soft Rock Load Step Results /com /output,padsoftareac,out

/com /com /com *************************************************************************

/ com /com /com

Soft Rock Reactions

/com /file,dcslabs2a resume /postl /com /com ** *w***w* *** w ***w*w* **ww

w* w*w ******* /com *************************************************************************

/com *************************

LOAD CASE 1 **********************************

set,1 eall cmsel,s,cask

/com /com

SUM OF LOADS APPLIED TO CASKS ******* fsum esel,type,1 cmsel,s,base

/com /com ******** LOADS TRANSMITTED THRU CONCRETE/ROCK INTERFACE

- - - - fsum esel,type,2 cmsel,s,boundary

/com /com ******** LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

- - - - fsum /com /com /com *************************************************************************

/com *************************************************************************

/com *************************

LOAD CASE 2 **********************************

set,2 eall cmsel,s,cask

/com /com ******** SUM OF LOADS APPLIED TO CASKS *******

Sheet 6 of 62 F ENERCON S SERVICES, INC. Appendix LT-1 to Calculation PGE-009-CALC-003 fsum esel,type,l cmsel,s,base

/com /com ******** LOADS TRANSMITTED THRU CONCRETE/ROCK INTERFACE

- - - - fsum esel,type,2 cmsel,s,boundary

/Com /com ******** LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

fsum /com /com /com *************************************************************************

/com * /com ********************

LOAD CASE 3 **********************************

set,3 eall cmsel,s,cask

/com /com ******** SUM OF LOADS APPLIED TO CASKS

fsum esel,type,l cmsel,s,base

/com /com ******** LOADS TRANSMITTED THRU CONCRETE/ROCK INTERFACE

fsum esel,type,2 cmsel,s,boundary

/com /com ******** LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

- - - - fsum /com /com /com *************************************************************************

/Coom **********************

LOAD CASE 4 **********************************

set,4 eall cmsel,s,cask

/com /com ******** SUM OF LOADS APPLIED TO CASKS ******* fsum esel,type,l cmsel,s,base

/Con /com ******** LOADS TRANSMITTED THRU CONCRETE/ROCK INTERFACE

- - fsum esel,type,2

/com cmsel,s,boundary

/com ******** LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

- - - - fsum Sheet 7 of 62 E 3 SERVICES, INC. Appendix LT-1 to Calculation PGE-009-CALC-003

/com /com /corn *** ** ** ** * ** * *** * *** ** ** ** * ** ** *** ** ** ** * ********************************

/com *************************

LOAD CASE 5 **********************************

set,5 eall cmsel,s,cask

/com /com ******** SUM OF LOADS APPLIED TO CASKS ******* fsum eseltype,l cmsel,s,base

/com /com ******** LOADS TRANSMITTED THRU CONCRETE/ROCK INTERFACE

fsum esel,type,2 cmsel,s,boundary

/com /com ******** LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

- - - - fsum /com /com /com *************************************************************************

/com /com fini /output /exit F l ENERCON SERVICES, INC. Appendix LT- to Calculation PGE-009-CALC-003 Sheet 8 of 62 Below are the equilibrium results for the soft rock analyses with adjusted LTSP loads: **********************************

- - - - * * * ** * * *

W ** ** * * * * * * ** * * * * * ** * * *** * * * ** ** **

W * *

W* W * ** ** * ** * *W**********

Soft Rock Reactions

CURRENT JOBNAME REDEFINED AS dcslabs2a RESUME ANSYS DATA FROM FILE NAME=dcslabs2a.db

ANSYS GLOBAL STATUS *** TITLE = Pad, ADJ LTSP(2), 20 Casks, 462 Kips West (X), Soft Rock ANALYSIS TYPE = STATIC (STEADY-STATE)

NUMBER OF ELEMENT TYPES = 6 15348 ELEMENTS CURRENTLY SELECTED.

MAX 17051 NODES CURRENTLY SELECTED.

MAX 259 KEYPOINTS CURRENTLY SELECTED.

MAX 250 LINES CURRENTLY SELECTED.

MAX 181 AREAS CURRENTLY SELECTED.

MAX 70 VOLUMES CURRENTLY SELECTED.

MAX 11 COMPONENTS CURRENTLY DEFINED MAXIMUM LINEAR PROPERTY NUMBER MAXIMUM REAL CONSTANT SET NUMBER = ACTIVE COORDINATE SYSTEM MAXIMUM CONSTRAINT EQUATION NUMBER = NUMBER OF SPECIFIED CONSTRAINTS

= NUMBER OF NODAL LOADS ELEMENT NUMBER = NODE NUMBER = KEYPOINT NUMBER = LINE NUMBER = AREA NUMBER = VOL. NUMBER = 5 6 0 (CARTESIAN) 4620 2193 2160 33177 17051 259 396 295 70 INITIAL JOBNAME = dcslabs2a CURRENT JOBNAME = dcslabs2a 1***** ANSYS -ENGINEERING ANALYSIS SYSTEM RELEASE 5.7 ANSYS/Structural U 00150104 VERSION=INTEL NT 18:53:34 NOV 24, 2001 CP= Pad, ADJ LTSP(2), 20 Casks, 462 Kips West (X), Soft Rock *** ANSYS RESULTS INTERPRETATION (POST1) ***** *** NOTE *** CP= 0.931 TIME= 18:53:34 Reading results into the database (SET command) will update the current displacement and force boundary conditions in the database with the values from the results file for that load set. Note that any 0.931 Sheet 9 of 62 F 'IENERCON SERVICES, INC. Appendix LT-1 to Calculation PGE-009-CALC-003 subsequent solutions will use these values unless action is taken to either SAVE the current values or not overwrite them (/EXIT,NOSAVE).

LOAD CASE 1 **********************************

USE LOAD STEP 1 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 1 SUBSTEP= 1 CUMULATIVE ITERATION=

13 TIME/FREQUENCY=

1.0000 TITLE= Pad, ADJ LTSP(2), 20 Casks, 462 Kips North (Z), Soft Rock 15348 ELEMENTS (OF 15348 DEFINED) SELECTED BY EALL COMMAND.

SELECT COMPONENT CASK ******** SUM OF LOADS APPLIED TO CASKS * ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

FX = 0.2216987E-05 FY = 5166400.

FZ = -9240000.

MX = 0.1434108E+10 MY = 0.3769920E+I10 MZ = 0.2107891E+10 SUMMATION POINT= -102.00 -45.000 162.00 ESEL FOR LABEL= TYPE FROM 1 TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT COMPONENT BASE ******** LOADS TRANSMITTED THRU CONCRETE/ROCK INTERFACE

***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

FX = -0.2098778E-04 FY = -0.1094980E+08 FZ = 0.1642106E+08 MX = -0.4730646E+10 MY = -0.6699790E+I10 MZ = -0.4467518E+10 SUMMATION POINT= -102.00 -45.000 162.00 ESEL FOR LABEL= TYPE FROM 2 TO 2 BY 1 1728 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT COMPONENT BOUNDARY Sheet 10 of 62 F ENERCON F SERVICES, INC. Appendix LT-1 to Calculation PGE-009-CALC-003

- - - - LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

- - - - ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

FX = -0.5664296E-05 FY = -0.1094980E+08 FZ = 0.1642105E+08 MX = -0.4730646E+10 MY = -0.6699790E+10 MZ = -0.4467518E+10 C SUMMATION POINT= -102.00 -45.000 162.00 *******************

LOAD CASE 2 **********************************

USE LOAD STEP 2 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 2 SUBSTEP= 1 CUMULATIVE ITERATION=

22 TIME/FREQUENCY=

2.0000 TITLE= Pad, ADJ LTSP(2), 20 Casks, 462 Kips N 32.93 W (Z,X), Soft Rock 15348 ELEMENTS (OF 15348 DEFINED) SELECTED BY EALL COMMAND.

SELECT COMPONENT CASK ******** SUM OF LOADS APPLIED TO CASKS * ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

FX = -5022990.

FY = 5166400.

FZ = -7755468.

MX = 0.1676829E+10 MY = 0.6027335E+10 MZ = 0.2929150E+10 SUMMATION POINT= -102.00 -45.000 162.00 ESEL FOR LABEL= TYPE FROM 1 TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT COMPONENT BASE ******** LOADS TRANSMITTED THRU CONCRETE/ROCK INTERFACE

***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

- - - - FX = 8926785.

FY = -0.1094980E+08 FZ = 0.1377984E+08 Sheet 11 of 62 F 'IENERCON SERVICES, INC. Appendix LT-1 to Calculation PGE-009-CALC-003 MX = -0.4973367E+10 MY = -0.1071044E+II MZ = -0.5288777E+10 SUMMATION POINT= -102.00 -45.000 162.00 ESEL FOR LABEL= TYPE FROM 2 TO 2 BY 1 1728 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT COMPONENT BOUNDARY ******** LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

- - - - ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

- - - - FX = 8926785.

FY = -0.1094980E+08 FZ = 0.1377984E+08 MX = -0.4973367E+10 MY = -0.1071044E+II MZ = -0.5288777E+10 SUMMATION POINT= -102.00 -45.000 162.00 *************************

LOAD CASE 3 **********************************

USE LOAD STEP 3 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 3 SUBSTEP= 1 CUMULATIVE ITERATION=

26 TIME/FREQUENCY=

3.0000 TITLE= Pad, ADJ LTSP(2), 20 Casks, 462 Kips N 45 W (Z,X), Soft Rock 15348 ELEMENTS (OF 15348 DEFINED) SELECTED BY EALL COMMAND.

SELECT COMPONENT CASK ******** SUM OF LOADS APPLIED TO CASKS ******* ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

- - - - FX = -6533667.

FY = 5166400.

FZ = -6533667.

MX = 0.1876593E+10 MY = 0.6389926E+10 MZ = 0.3176146E+I10 SUMMATION POINT= -102.00 -45.000 162.00 ESEL FOR LABEL= TYPE FROM 1 TO 1 BY 1 Sheet 12 of 62 JENERCON F. SERVICES, INC. Appendix LT-1 to Calculation PGE-009-CALC-003 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT COMPONENT BASE ******** LOADS TRANSMITTED THRU CONCRETE/ROCK INTERFACE

***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

FX = 0.1161021E+08 FY = -0.1094980E+08 FZ = 0.1161021E+08 MX = -0.5173131E+10 MY = -0.1135478E+11 MZ = -0.5535773E+10 SUMMATION POINT= -102.00 -45.000 162.00 ESEL FOR LABEL= TYPE FROM 2 TO 2 BY 1 1728 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT COMPONENT BOUNDARY ******** LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

FX = 0.1161021E+08 FY = -0.1094980E+08 FZ = 0.1161021E+08 MX = -0.5173131E+10 MY = -0.1135478E+11 MZ = -0.5535773E+10 SUMMATION POINT= -102.00 -45.000 162.00 *************************

LOAD CASE 4 **********************************

USE LOAD STEP 4 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 4 SUBSTEP= 1 CUMULATIVE ITERATION=

31 TIME/FREQUENCY=

4.0000 TITLE= Pad, ADJ LTSP(2), 20 Casks, 462 Kips N 57.07 W (Z,X), Soft Rock 15348 ELEMENTS (OF 15348 DEFINED) SELECTED BY EALL COMMAND.

SELECT COMPONENT CASK ******** SUM OF LOADS APPLIED TO CASKS

Sheet 13 of 62 ~'~ENERCON SERVICES, INC. Appendix LT-1 to Calculation PGE-009-CALC-003

- - SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

- - - - FX = -7755468.

FY = 5166400.

FZ = -5022990.

MX = 0.2123589E+10 MY = 0.6469997E+10 MZ = 0.3375910E+10 SUMMATION POINT= -102.00 -45.000 162.00 ESEL FOR LABEL= TYPE FROM 1 TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT COMPONENT BASE ******** LOADS TRANSMITTED THRU CONCRETE/ROCK INTERFACE

***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

FX = 0.1377984E+08 FY = -0.1094980E+08 FZ = 8926785.

MX = -0.5420127E+10 MY = -0.1149664E+11 MZ = -0.5735537E+10 SUMMATION POINT= -102.00 -45.000 162.00 ESEL FOR LABEL= TYPE FROM 2 TO 2 BY 1 1728 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT COMPONENT BOUNDARY ******** LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

"*'*** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

- - FX = 0.1377984E+08 FY = -0.1094980E+08 FZ = 8926785.

MX = -0.5420127E+10 MY = -0.1149664E+11 MZ = -0.5735537E+10 SUMMATION POINT= -102.00 -45.000 162.00 *************************

LOAD CASE 5 **********************************

5 SUBSTEP 0 FOR LOAD CASE 0 USE LOAD STEP ERCON Sheet 14 of 62 F Ii SERVICES,N SINC. Appendix LT-1 to Calculation PGE-009-CALC-003 SET COMMAND GOT LOAD STEP= 5 SUBSTEP= 1 CUMULATIVE ITERATION=

39 TIME/FREQUENCY=

5.0000 TITLE= Pad, ADJ LTSP(2), 20 Casks, 462 Kips West (X), Soft Rock 15348 ELEMENTS (OF 15348 DEFINED) SELECTED BY EALL COMMAND.

SELECT COMPONENT CASK ******** SUM OF LOADS APPLIED TO CASKS **** ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

- - - - FX = -9240000.

FY = 5166400.

FZ = -0.6277070E-05 MX = 0.2944848E+10 MY = 0.5266800E+10 MZ = 0.3618631E+10 SUMMATION POINT= -102.00 -45.000 162.00 ESEL FOR LABEL= TYPE FROM 1 TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT COMPONENT BASE ******** LOADS TRANSMITTED THRU CONCRETE/ROCK INTERFACE

***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

FX = 0.1642106E+08 FY = -0.1094980E+08 FZ = 0.1820063E-04 MX = -0.6241386E+10 MY = -0.9360001E+10 MZ = -0.5978258E+10 SUMMATION POINT= -102.00 -45.000 162.00 ESEL FOR LABEL= TYPE FROM 2 TO 2 BY 1 1728 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT COMPONENT BOUNDARY ******** LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

FX = 0.1642105E+08 FY = -0.1094980E+08 FZ = -0.2635646E-03 MX = -0.6241386E+I10 MY = -0.9360001E+10 Sheet 15 of 62 F SERVICES, INC. Appendix LT-1 to Calculation PGE-009-CALC-003 MZ = -0.5978258E+10 SUMMATION POINT= -102.00 -45.000 162.00 EXIT THE ANSYS POST1 DATABASE PROCESSOR

- - - - ROUTINE COMPLETED

- - - - CP = 15.823 Sheet 16 of 62 £ iENERCON F 1 SERVICES, INC. Appendix LT-1 to Calculation PGE-009-CALC-003 PAD DISPLACEMENTS Below is the ANSYS input file that scans the database for the maximum pad displacements.

Element type 1 is the pad. /COM /OUTPUT, padsoftadisp.out

/com /COM DISPLACEMENT DATA SORTED AND PRINTED BY LOAD STEP /COM /COM /COM /COM THIS ROUTINE SORTS AND PRINTS DISPLACEMENT DATA BY LOAD STEP /COM FOR BOTH THE SOFT AND HARD ROCK MODELS /COM /COM /FILE, DCSLABS2A RESUME /header, on, off, off,off,on, off /POST1 /COM / COM EALL NALL /COM /COM /COM SET 1 /COM SET, 1 ESEL,TYPE, 1 NELEM /COM /COM /COM MAXIMUM VALUES OF Uy /COM NSORT,U,Y,0,0,2,SEL PRNSOL, U NUSORT /COM /COM /COM SET 2 /COM SET, 2 ESEL,TYPE, 1 NELEM /COM /COM /COM MAXIMUM VALUES OF Uy /COM NSORT, U, Y, 0,0,2, SEL PRNSOL, U NUSORT Sheet 17 of 62 F SERVICES, INC. Appendix LT-1 to Calculation PGE-009-CALC-003

/COM /COM /COM SET 3 /COM SET, 3 ESEL,TYPE, 1 NELEM /COM /COM /COM MAXIMUM VALUES OF Uy /COM NSORT,U,Y,0,0,2,SEL PRNSOL,U NUSORT /COM /COM /COM SET 4 /COM SET, 4 ESEL,TYPE,1 NELEM /COM /COM /COM MAXIMUM VALUES OF Uy /COM NSORT,U,Y,0,0,2,SEL "PRNSOL,U NUSORT /COM /COM /COM SET 5 /COM SET, 5 ESEL,TYPE, 1 NELEM /COM /COM /COM MAXIMUM VALUES OF Uy /COM NSORT,U,Y,0,0,2,SEL PRNSOL, U NUSORT /CON /CON /COM /CON FINI /OUTPUT /EXIT ENERCON F 3SERVICES, INC. Appendix LT-l to Calculation PGE-009-CALC-003 Sheet 18 of 62 Below is the ANSYS output file for the maximum pad displacements for the soft rock analyses with adjusted LTSP loads: DISPLACEMENT DATA SORTED AND PRINTED BY LOAD STEP THIS ROUTINE SORTS AND PRINTS DISPLACEMENT DATA BY FOR BOTH THE SOFT AND HARD ROCK MODELS LOAD STEP CURRENT JOBNAME REDEFINED AS DCSLABS2A RESUME ANSYS DATA FROM FILE NAME=DCSLABS2A.db

- - ANSYS GLOBAL STATUS ***TITLE = Pad, ADJ LTSP(2), 20 Casks, 462 Kips West (X), Soft Rock ANALYSIS TYPE = STATIC (STEADY-STATE)

NUMBER OF ELEMENT TYPES = 6 1728 ELEMENTS CURRENTLY SELECTED.

731 NODES CURRENTLY SELECTED.

259 KEYPOINTS CURRENTLY SELECTED.

250 LINES CURRENTLY SELECTED.

181 AREAS CURRENTLY SELECTED.

70 VOLUMES CURRENTLY SELECTED.

11 COMPONENTS CURRENTLY DEFINED MAXIMUM LINEAR PROPERTY NUMBER MAXIMUM REAL CONSTANT SET NUMBER ACTIVE COORDINATE SYSTEM MAXIMUM CONSTRAINT EQUATION NUMBER NUMBER OF SPECIFIED CONSTRAINTS NUMBER OF NODAL LOADS MAX MAX MAX MAX MAX MAX ELEMENT NUMBER = NODE NUMBER = KEYPOINT NUMBER LINE NUMBER = AREA NUMBER = VOL. NUMBER =33177 17051 259 396 295 70= 5 0 (CARTESIAN)

-4620 : 2193 -2160 INITIAL JOBNAME = dcslabs2a CURRENT JOBNAME = DCSLABS2A PRINT HEADER DO NOT PRINT DO NOT PRINT DO NOT PRINT PRINT COLUMN DO NOT PRINT 1 SUBTITLE (S) LOAD STEP ID NOTE LINE(S) HEADER LABELS REPORT TOTALS***** ANSYS -ENGINEERING ANALYSIS SYSTEM RELEASE 5.7 ANSYS/Structural U 00150104 VERSION=INTEL NT 18:58:25 NOV 24, 2001 CP= Pad, ADJ LTSP(2), 20 Casks, 462 Kips West (X), Soft Rock 0.921 Sheet 19 of 62 ENERCON F SERVICES, INC. Appendix LT-1 to Calculation PGE-009-CALC-003

- - ANSYS RESULTS INTERPRETATION (POST1) * *** NOTE

CP= 0.921 TIME= 18:58:25 Reading results into the database (SET command) will update the current displacement and force boundary conditions in the database with the values from the results file for that load set. Note that any subsequent solutions will use these values unless action is taken to either SAVE the current values or not overwrite them (/EXIT,NOSAVE).

15348 ELEMENTS (OF 15348 DEFINED) SELECTED BY EALL COMMAND.

17051 NODES (OF 17051 DEFINED) SELECTED BY NALL COMMAND.

SET 1 USE LOAD STEP 1 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 1 SUBSTEP= 1 CUMULATIVE ITERATION=

13 TIME/FREQUENCY=

1.0000 TITLE= Pad, ADJ LTSP(2), 20 Casks, 462 Kips North (Z), Soft Rock ESEL FOR LABEL= TYPE FROM 1 TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 11550 NODES (OF 17051 DEFINED) SELECTED FROM 9056 SELECTED ELEMENTS BY NELE COMMAND.

MAXIMUM VALUES OF Uy SORT ON ITEM=U COMPONENT=Y ORDER= 0 KABS= 0 NMAX= 2 SORT COMPLETED FOR 2 VALUES. PRINT U NODAL SOLUTION PER NODE 1

ANSYS -ENGINEERING ANALYSIS SYSTEM RELEASE 5.7 ANSYS/Structural U 00150104 VERSION=INTEL NT 18:58:28 NOV 24, 2001 CP= 3-.425 Pad, ADJ LTSP(2), 20 Casks, 462 Kips North (Z), Soft Rock ENERCON F A SERVICES, INC. Appendix LT-1 to Calculation PGE-009-CALC-003 Sheet 20 of 62 NODE UX UY UZ USUM 15443 0.28423E-02 0.56146E-01 0.23651E-01 0.60991E-01 7439 -0.28423E-02 0.56146E-01 0.23651E-01 0.60991E-01 NODE SORT REMOVED SET 2 USE LOAD STEP 2 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 2 SUBSTEP= 1 CUMULATIVE TIME/FREQUENCY=

2.0000 TITLE= Pad, ADJ LTSP(2), 20 Casks, 462 Kips N 32.93 W (Z,X), ESEL FOR LABEL= TYPE FROM 1 TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 11550 NODES (OF 17051 DEFINED) SELECTED FROM 9056 SELECTED ELEMENTS BY NELE COMMAND.ITERATION=

Soft Rock COMMAND.MAXIMUM VALUES OF Uy SORT ON ITEM=U COMPONENT=Y SORT COMPLETED FOR 2 VALUES. PRINT U NODAL SOLUTION PER NODE ORDER= 0 KABS= 0 NMAX=***** ANSYS -ENGINEERING ANALYSIS SYSTEM RELEASE 5.7 ANSYS/Structural U 00150104 VERSION=INTEL NT 18:58:30 NOV 24, 2001 CP= Pad, ADJ LTSP(2), 20 Casks, 462 Kips N 32.93 W (Z,X), Soft Rock NODE UX UY UZ USUM 15443 0.13447E-01 0.93323E-01 0.21319E-01 0.96667E-01 15453 0.19568E-01 0.92639E-01 0.31191E-01 0.99688E-01 NODE SORT REMOVED 22 2 5.939 Sheet 21 of 62 °ENERCON r. ý SERVICES, INC. Appendix LT-1 to Calculation PGE-009-CALC-003 SET 3 USE LOAD STEP 3 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 3 SUBSTEP= 1 CUMULATIVE ITERATION=

26 TIME/FREQUENCY=

3.0000 TITLE= Pad, ADJ LTSP(2), 20 Casks, 462 Kips N 45 W (Z,X), Soft Rock ESEL FOR LABEL= TYPE FROM 1 TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 11550 NODES (OF 17051 DEFINED) SELECTED FROM 9056 SELECTED ELEMENTS BY NELE COMMAND.

MAXIMUM VALUES OF Uy SORT ON ITEM=U COMPONENT=Y ORDER= 0 KABS= 0 NMAX= 2 SORT COMPLETED FOR 2 VALUES. PRINT U NODAL SOLUTION PER NODE 1 ***** ANSYS -ENGINEERING ANALYSIS SYSTEM RELEASE 5.7 ANSYS/Structural U 00150104 VERSION=INTEL NT 18:58:33 NOV 24, 2001 CP= 8.442 Pad, ADJ LTSP(2), 20 Casks, 462 Kips N 45 W (Z,X), Soft Rock NODE UX UY UZ USUM 15443 0.16340E-01 0.94987E-01 0.19114E-01 0.98259E-01 15453 0.24176E-01 0.94282E-01 0.27655E-01 0.10118 NODE SORT REMOVED SET 4 USE LOAD STEP 4 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 4 SUBSTEP= 1 CUMULATIVE ITERATION=

31 TIME/FREQUENCY=

4.0000 TITLE= Pad, ADJ LTSP(2), 20 Casks, 462 Kips N 57.07 W (Z,X), Soft Rock r 'jENERCON F 13 SERVICES, INC. Appendix LT- to Calculation PGE-009-CALC-003 Sheet 22 of 62 ESEL FOR LABEL= TYPE FROM 1 TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 11550 NODES (OF 17051 DEFINED) SELECTED FROM 9056 SELECTED ELEMENTS BY NELE COMMAND.

MAXIMUM VALUES OF Uy SORT ON ITEM=U COMPONENT=Y SORT COMPLETED FOR 2 VALUES. PRINT U NODAL SOLUTION PER NODE ORDER= 0 KABS= 0 NMAX=2***** ANSYS ENGINEERING ANALYSIS SYSTEM RELEASE 5.7 ANSYS/Structural U 00150104 VERSION=INTEL NT 18:58:36 NOV 24, 2001 CP= Pad, ADJ LTSP(2), 20 Casks, 462 Kips N 57.07 W (Z,X), Soft Rock 10.926 NODE UX UY UZ USUM 15443 0.18679E-01 0.88346E-01 0.16248E-01 0.91750E-01 15453 0.27749E-01 0.87644E-01 0.23013E-01 0.94769E-01 NODE SORT REMOVED SET 5 USE LOAD STEP 5 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= S SUBSTEP= 1 CUMULATIVE ITERATION=

TIME/FREQUENCY=

5.0000 TITLE= Pad, ADJ LTSP(2), 20 Casks, 462 Kips West (X), Soft Rock ESEL FOR LABEL= TYPE FROM 1 TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 11550 NODES (OF 17051 DEFINED) SELECTED FROM 9056 SELECTED ELEMENTS BY NELE COMMAND.39 Sheet 23 of 62 F ENERCON SERVICES, INC. Appendix LT-1 to Calculation PGE-009-CALC-003 MAXIMUM VALUES OF Uy -------SORT ON ITEM=U COMPONENT=Y ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT U NODAL SOLUTION PER NODE 1***** ANSYS -ENGINEERING ANALYSIS SYSTEM RELEASE 5.7 ANSYS/Structural U 00150104 VERSION=INTEL NT 18:58:39 NOV 24, 2001 CP= Pad, ADJ LTSP(2), 20 Casks, 462 Kips West (X), Soft Rock NODE UX UY UZ USUM 15443 0.21959E-01 0.44101E-01 0.48678E-02 0.49505E-01 15363 0.21961E-01 0.44020E-01-0.48697E-02 0.49434E-01 NODE SORT REMOVED EXIT THE ANSYS POST1 DATABASE PROCESSOR ROUTINE COMPLETED

- - - - CP =2 13.419 13.459 Sheet 24 of 62 F

SERVICES, INC. Appendix LT-1 to Calculation PGE-009-CALC-003 CASK DISPLACEMENTS Below is the ANSYS input file that scans the database for the maximum cask displacements for the soft rock analysis with adjusted LTSP loads: /output, padsoftacaskd.out

/com /file,dcslabs2a resume /header,on,off,off,off,on, off /postl eall nall /com, /com, This routine selects the nodes at the centerlines of the perimeter casks /com, and prints out the displacements for these nodes for all 19 load steps. /com, /COM /COM /COM /COM SELECT NODES AT THE CL OF THE CASKS /COM nsel,node,159 nasel,node, 3022 nasel,node, 3735 nasel,node, 4467 nasel,node, 5178 nasel,node, 5890 nasel,node, 6602 nasel,node, 8183 naselnode, 11046 naselnode, 11759 naselnode, 12491 naselnode, 13202 naselnode,13914 naselnode,14626

/COM /COM /COM SET 1 set,1 nsort,u,y prdi /COM /COM Sheet 25 of 62 F '~IENERCON SERVICES, INC. Appendix LT-1 to Calculation PGE-009-CALC-003

/COM SET 2 set,2 nsort,u,y prdi /COM /COM /COM SET 3 set,3 nsort,U,y prdi /CON /com /COM SET 4 set,4 nsort,u,y prdi /com /COM /COM SET 5 set,5 nsort,u,y prdi /com /COM fini /output /exit r ,,I ENERCON r ýSERVICES, INC. Appendix LT-1 to Calculation PGE-009-CALC-003 Sheet 26 of 62 Below is the ANSYS output file for the maximum cask displacements for the soft rock analyses with adjusted LTSP loads: CURRENT JOBNAME REDEFINED AS dcslabs2a RESUME ANSYS DATA FROM FILE NAME=dcslabs2a.db

- - ANSYS GLOBAL STATUS *** TITLE = Pad, ADJ LTSP(2), 20 Casks, 462 Kips West (X), Soft Rock ANALYSIS TYPE = STATIC (STEADY-STATE)

NUMBER OF ELEMENT TYPES = 6 9056 ELEMENTS CURRENTLY SELECTED.

11550 NODES CURRENTLY SELECTED.

259 KEYPOINTS CURRENTLY SELECTED.

250 LINES CURRENTLY SELECTED.

181 AREAS CURRENTLY SELECTED.

70 VOLUMES CURRENTLY SELECTED.

11 COMPONENTS CURRENTLY DEFINED MAXIMUM LINEAR PROPERTY NUMBER MAXIMUM REAL CONSTANT SET NUMBER ACTIVE COORDINATE SYSTEM MAXIMUM CONSTRAINT EQUATION NUMBER NUMBER OF SPECIFIED CONSTRAINTS NUMBER OF NODAL LOADS MAX MAX MAX MAX MAX MAX ELEMENT NUMBER NODE NUMBER = KEYPOINT NUMBER = LINE NUMBER = AREA NUMBER = VOL. NUMBER =-5 = 6 4620 2193 -2160 33177 17051 259 396 295 70 (CARTESIAN)

INITIAL JOBNAME = dcslabs2a CURRENT JOBNAME = dcslabs2a PRINT HEADER DO NOT PRINT SUBTITLE(S)

DO NOT PRINT LOAD STEP ID DO NOT PRINT NOTE LINE(S) PRINT COLUMN HEADER LABELS DO NOT PRINT REPORT TOTALS 1***** ANSYS -ENGINEERING ANALYSIS SYSTEM ANSYS/Structural U 00150104 VERSION=INTEL NT 1 RELEASE 5.7 9:02:34 NOV 24, 2001 CP=Pad, ADJ LTSP(2), 20 Casks, 462 Kips West (X), Soft Rock

ANSYS RESULTS INTERPRETATION (POST1) ***** *** NOTE

CP= 0.921 TIME= 19:02:34 Reading results into the database (SET command) will update the current displacement and force boundary conditions in the database with the values from the results file for that load set. Note that any subsequent solutions will use these values unless action is taken to 0.921 Sheet 27 of 62 F '~IENERCON SERVICES, INC. Appendix LT-1 to Calculation PGE-009-CALC-003 either SAVE the current values or not overwrite them (/EXIT,NOSAVE).

15348 ELEMENTS (OF 15348 DEFINED) SELECTED BY EALL COMMAND.

17051 NODES (OF 17051 DEFINED) SELECTED BY NALL COMMAND.

This routine selects the nodes at the centerlines of the perimeter casks and prints out the displacements for these nodes for all 19 load steps. SELECT NODES AT THE CL OF THE CASKS NSEL FOR LABEL= NODE 1 NODES (OF NASE FOR 2 NASE FOR 3 NASE FOR 4 NASE FOR 5 NASE FOR 6 NASE FOR 7 NASE FOR 8 NASE FOR LABEL= NODE NODES (OF LABEL= NODE NODES (OF LABEL= NODE NODES (OF LABEL= NODE NODES (OF LABEL= NODE NODES (OF LABEL= NODE NODES (OF LABEL= NODE NODES (OF LABEL= NODE 9 NODES (OF FROM 17051 FROM 17051 FROM 17051 FROM 17051 FROM 17051 FROM 17051 FROM 17051 FROM 17051 FROM 17051 159 TO 159 BY DEFINED) SELECTED 3022 TO 3022 BY DEFINED) 3735 TO DEFINED) 4467 TO DEFINED) 5178 TO DEFINED) 5890 TO DEFINED) 6602 TO DEFINED)SELECTED 3735 BY SELECTED 4467 BY SELECTED 5178 BY SELECTED 5890 BY SELECTED 6602 BY SELECTED 8183 TO 8183 BY DEFINED) SELECTED 11046 TO 11046 BY DEFINED) SELECTED 1 BY 1 BY 1 BY 1 BY 1 BY 1 BY 1 BY 1 BY 1 BY NSEL COMMAND.

NASE COMMAND.

NASE COMMAND.FROM 11759 TO 11759 BY 1 NASE FOR LABEL= NODE F IENERCON F 3SERVICES, INC.Sheet 28 of 62 Appendix LT-1 to Calculation PGE-009-CALC-003 10 NASE FOR 11 NASE FOR 12 NASE FOR 13 NASE FOR NODES (OF LABEL= NODE NODES (OF LABEL= NODE NODES (OF LABEL= NODE NODES (OF LABEL= NODE 14 NODES (OF 17051 DEFINED) SELECTED BY FROM 12491 TO 12491 BY 1 17051 DEFINED) SELECTED BY FROM 13202 TO 13202 BY 1 17051 DEFINED) SELECTED BY FROM 13914 TO 13914 BY 1 17051 DEFINED) SELECTED BY FROM 14626 TO 14626 BY 1 17051 DEFINED) SELECTED BY NASE COMMAND.

NASE COMMAND.

NASE COMMAND.NASE COMMAND.SET 1 USE LOAD STEP 1 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 1 SUBSTEP= 1 CUMULATIVE ITERATION-13 TIME/FREQUENCY=

1.0000 TITLE= Pad, ADJ LTSP(2), 20 Casks, 462 Kips North (Z), Soft Rock SORT ON ITEM=U COMPONENT=Y ORDER= 0 KABS- 0 NMAX= 17051 SORT COMPLETED FOR 14 VALUES. PRINT DOF NODAL SOLUTION PER NODE 1 *** ANSYS ENGINEERING ANALYSIS SYSTEM RELEASE 5.7 **** ANSYS/Structural U 00150104 VERSION=INTEL NT 19:02:37 NOV 24, 2001 CP= 3.295 Pad, ADJ LTSP(2), 20 Casks, 462 Kips North (Z), Soft Rock UX UY 0.17038E-02 0.55719E-03

-0.17038E-02 0.55719E-03 0.81406E-03-0.28650E-02

-0.81406E-03-0.28650E-02 0.18437E-02-0.20925E-01

-0.18437E-02-0.20925E-01 0.15538E-02-0.23590E-01

-0.15538E-02-0.23590E-01 0.21411E-02-0.25018E-01

-0.21411E-02-0.25018E-01 UZ 0.52616E-01 0.52616E-01 0.54400E-01 0.54400E-01 0.47206E-01 0.47206E-01 0.41286E-01 0.41286E-01 0.43281E-01 0.43281E-01 NODE 14626 6602 11046 3022 13914 5890 11759 3735 12491 4467 Sheet 29 of 62 F l ENERCON SERVICES, INC. Appendix LT-1 to Calculation PGE-009-CALC-003 13202 0.21699E-02-0.25193E-01 0.44914E-01 5178 -0.21699E-02-0.25193E-01 0.44914E-01 8183 0.47251E-03-0.29111E-01 0.43129E-01 159 -0.47252E-03-0.29111E-01 0.43129E-01 SET 2 USE LOAD STEP. 2 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 2 SUBSTEP= 1 CUMULATIVE ITERATION=

22 TIME/FREQUENCY=

2.0000 TITLE= Pad, ADJ LTSP(2), 20 Casks, 462 Kips N 32.93 W (Z,X), Soft Rock SORT ON ITEM=U COMPONENT=Y ORDER= 0 KABS= 0 NMAX= 17051 SORT COMPLETED FOR 14 VALUES. PRINT DOF NODAL SOLUTION PER NODE 1

ANSYS -ENGINEERING ANALYSIS SYSTEM RELEASE 5.7 ANSYS/Structural U 00150104 VERSION=INTEL NT 19:02:39 NOV 24, 2001 CP= 5.538 Pad, ADJ LTSP(2), 20 Casks, 462 Kips N 32.93 W (Z,X), Soft Rock NODE UX UY UZ 14626 0.31642E-01 0.20563E-01 0.48010E-01 11046 0.27969E-01-0.22153E-02 0.46586E-01 13914 0.31417E-01-0.78609E-02 0.42367E-01 3022 0. 25052E-01-0

.11387E-01 0.44124E-01 6602 0.24369E-01-0.15959E-01 0.39981E-01 13202 0.30686E-01-0.16626E-01 0.38131E-01 11759 0.25979E-01-0.17509E-01 0.32848E-01 12491 0.29151E-01-0.17957E-01 0.35227E-01 8183 0.24009E-01-0.27258E-01 0.35384E-01 3735 0.22474E-01-0

.27339E-01 0.35782E-01 5890 0.25266E-01-0.28195E-01 0.38092E-01 159 0.22937E-01-0.29020E-01 0.36132E-01 4467 0. 24323E-01-0

.30231E-01 0.37133E-01 5178 0.25314E-01-0.30931E-01 0.37637E-01 SET 3 USE LOAD STEP 3 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 3 SUBSTEP= 1 CUMULATIVE ITERATION=

26 TIME/FREQUENCY=

3.0000 Shee~t 30 nF 62 j ENERCON FSERVICES, INC. Appendix LT-1 to Calculation PGE-009-CALC-003 TITLE= Pad, ADJ LTSP(2), 20 Casks, 462 Kips N 45 W (Z,X), Soft Rock SORT ON ITEM=U COMPONENT=Y ORDER= 0 KABS= 0 NMAX= 17051 SORT COMPLETED FOR 14 VALUES. PRINT DOF NODAL SOLUTION PER NODE 1

ANSYS -ENGINEERING ANALYSIS SYSTEM RELEASE 5.7 ANSYS/Structural U 00150104 VERSION=INTEL NT 19:02:42 NOV 24, 2001 CP- 7.781 Pad, ADJ LTSP(2), 20 Casks, 462 Kips N 45 W (Z,X), Soft Rock NODE UX UY UZ 14626 0.41151E-01 0.24791E-01 0.41306E-01 13914 0.41554E-01-0.87883E-03 0.36556E-01 11046 0.36107E-01-0.48838E-02 0.39258E-01 13202 0.40763E-01-0.10358E-01 0.32403E-01 12491 0.38585E-01-0.12805E-01 0.29339E-01 11759 0.34358E-01-0.13403E-01 0.27001E-01 3022 0. 32412E-01-0.15708E-01

0. 36509E-01 6602 0.31496E-01-0.20216E-01 0.32507E-01 8183 0.31516E-01-0.26033E-01 0.29303E-01 3735 0.29884E-01-0.28117E-01 0.30424E-01 159 0.30197E-01-0.28575E-01 0.30185E-01 5890 0.33337E-01-0

.30182E-01 0.31619E-01 4467 0.32454E-01-0.31723E-01 0.31507E-01 5178 0.33678E-01-0.32628E-01 0.31641E-01

-- -SET 4 USE LOAD STEP 4 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 4 SUBSTEP= 1 CUMULATIVE ITERATION=

31 TIME/FREQUENCY=

4.0000 TITLE= Pad, ADJ LTSP(2), 20 Casks, 462 Kips N 57.07 W (Z,X), Soft Rock SORT ON ITEM=U COMPONENT=Y ORDER= 0 KABS= 0 NMAX= 17051 SORT COMPLETED FOR 14 VALUES. PRINT DOF NODAL SOLUTION PER NODE 1

ANSYS -ENGINEERING ANALYSIS SYSTEM RELEASE 5.7 ANSYS/Structural U 00150104 VERSION=INTEL NT 19:02:44 NOV 24. 2001 CP= 10 fnfAaf fig.I.. .j ...

F l ENERCON E ENERCON SERVICES, INC. Appendix LT-1 to Calculation PGE-009-CALC-003 Pad, ADJ LTSP(2), 20 Casks, 462 Kips N 57.07 W (Z,X), Soft Rock Ux uY 0.48529E-01 0.25529E-01 0.49823E-01 0.53722E-02 0.49319E-01-0.34263E-02 0.46792E-01-0.67905E-02

0. 41835E-01-0.82002E-02 0.42287E-01-0.86321E-02 0.38003E-01-0.19524E-01 0.37093E-01-0.23242E-01 0.37866E-01-0.24485E-01 0.36181E-01-0.27908E-01 0.35961E-01-0.28513E-01 0.39800E-01-0.31750E-01 0.39087E-01-0.32879E-01 0.40440E-01-0.33998E-01 UZ 0.32523E-01 0.28797E-01 0.25196E-01 0.22155E-01 0.19911E-01 0.30213E-01 0.27698E-01 0.24224E-01 0.21865E-01 0.22802E-01 0.23603E-01 0.23902E-01 0.24426E-01 0.24252E-01 SET 5 USE LOAD STEP 5 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 5 SUBSTEP= 1 CUMULATIVE ITERATION=

TIME/FREQUENCY=

5.0000 TITLE= Pad, ADJ LTSP(2), 20 Casks, 462 Kips West (X), Soft Rock SORT ON ITEM=U COMPONENT=Y ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 14 VALUES.PRINT DOF NODAL SOLUTION PER NODE 1***** ANSYS -ENGINEERING ANALYSIS SYSTEM RELEASE 5.7 ANSYS/Structural U 00150104 VERSION=INTEL NT 19:02:46 NOV 24, 2001 CP= Pad, ADJ LTSP(2), 20 Casks, 462 Kips West (X), Soft Rock UX 0.54494E-01 0.54488E-01 0.58734E-01 0.58730E-01 0.60171E-01 UY UZ 0.11852E-01 0.46345E-02 0.11804E-01-0.46269E-02 0.85260E-02 0.25566E-02 0.85061E-02-0.25501E-02 0.74965E-02 0.87796E-04 0.47441E-01-0.18196E-01 0.29799E-02 0.47432E-01-0.18217E-01-0.29740E-02 0.44116E-01-0.25053E-01 0.17962E-02 0.44112E-01-0.25056E-01-0.17940E-02 Sheet 31 of 62 NODE 14626 13914 13202 12491 11759 11046 3022 6602 8183 159 3735 5890 4467 5178 39 17051 12.238 NODE 14626 11759 13914 12491 13202 11046 8183 3022 159 Sheet 32 of 62 ENERCON F 'A SERVICES, INC. Appendix LT-1 to Calculation PGE-009-CALC-003 3735 0.43765E-01-0.27548E-01 0.33653E-03 6602 0.43766E-01-0.27549E-01-0.33471E-03 4467 0.47460E-01-0.33963E-01 0.59418E-03 5890 0.47460E-01-0.33963E-01-0.59230E-03 5178 0.48691E-01-0.35737E-01-0.27199E-04 EXIT THE ANSYS POST1 DATABASE PROCESSOR

ROUTINE COMPLETED

- - - - CP : 12.248 Sheet 33 of 62 ENERCON F SERVICES, INC. Appendix LT-1 to Calculation PGE-009-CALC-003 PAD X and Z STRESSES Below is the ANSYS input file that scans the database for the max/min X and Z stresses for the soft rock model with adjusted LTSP loads: /COM /OUTPUT,padsoftastress.out

/COM /COM STRESS DATA SORTED AND PRINTED BY LOAD STEP /COM /COM /COM /COM THIS ROUTINE SORTS AND PRINTS STRESS DATA BY LOAD STEP /COM FIRST SX AND THEN SZ /COM /com SOFT ROCK RESULTS /COM /file,dcslabs2a resume /header,on, off,off,off,on,off

/postl /COM EALL NALL /CON /COM /COM /COM /COM SET 1 /COM SET, 1 ESEL,TYPE,2 NELEM /COM /CON /COM MAXIMUM VALUES OF SX /COM NSORT, S,X,0,0,2,SEL PRNSOL,S NUSORT /COM /CON /CON MINIMUM VALUES OF SX /COM NSORT,S,X,1,0,2,SEL PRNSOL, S NUSORT /COM /COM /COM MAXIMUM VALUES OF SZ /CON NSORT, S,Z,0,0,2,SEL PRNSOL,,S Sheet 34 of 62 JENERCON r A SERVICES, INC. Appendix LT-1 to Calculation PGE-009-CALC-003 NUSORT /CON /COM /CON -- MINIMUM VALUES OF SZ : /CON NSORT, S,Z, 1,0,2,SEL PRNSOL, S /CON /COM /CON /CON /COM SET 2 /CON SET, 2 ESEL,TYPE,1 NELEM /CON /CON /CON MAXIMUM VALUES OF SX /CON NSORT,S,X, 0,0,2,SEL PRNSOL, S NUSORT /CON /COm /CON- --- -------------

MINIMUM VALUES OF SX /CON NSORT, S,X,1,0,2,SEL PRNSOL, S NUSORT /CON /CON /CON MAXIMUM VALUES OF SZ /CON NSORT, S, Z, 0,0,2, SEL PRNSOL, S NUSORT /CON /COM -/COM =-- MINIMUM VALUES OF SZ /CON NSORT,S,Z,1,0,2,SEL PRNSOL, S /CON /CON /CON /CON /CON SET 3 /CON SET, 3 ESEL,TYPE, 1 NELEM /CON Sheet 35 of 62 F SERVICES, INC. Appendix LT-1 to Calculation PGE-009-CALC-003

/COM /COM MAXIMUM VALUES OF SX /COM NSORT,S,X,0,0,2,SEL PRNSOL,S NUSORT /COM /COM /COM MINIMUM VALUES OF SX /CON NSORT,S,X,1,0,2,SEL PRNSOL,S NUSORT /CON /CON /CON MAXIMUM VALUES OF SZ /CON NSORT, S,Z,0,0,2,SEL PRNSOL,S NUSORT /CON /COM /CON MINIMUM VALUES OF SZ /COM NSORT,S,Z,1,0,2,SEL PRNSOL,S /COM /COM /COM /COM = /COM SET 4 /COM SET, 4 ESEL,TYPE,1 NELEM /CON /COM /COM MAXIMUM VALUES OF SX /CON NSORT,S,X,0,0,2,SEL PRNSOL,S NUSORT /CON /CON /COM MINIMUM VALUES OF SX /CON NSORT,S,X,1,0,2,SEL PRNSOL,S NUSORT /COM /COM /COM--- MAXIMUM VALUES OF SZ /COM Sheet 36 of 62 E ENERCON SERVICES, INC. Appendix LT-1 to Calculation PGE-009-CALC-003 NSORT, S,Z, 0,0,2, SEL PRNSOL,S NUSORT /COM /COM /COM MINIMUM VALUES OF SZ ..... /COM NSORT,S,Z,1,0,2,SEL PRNSOL, S /COM /COM /COM /COM /COMN- SET 5 /COM SET, 5 ESEL,TYPE, 1 NELEM /COM /COM /COM MAXIMUM VALUES OF SX /COM NSORT, S,X, 0,0,2, SEL PRNSOL, S NUSORT /COM /COM = /COM --MINIMUM VALUES OF SX /COM NSORT,S,X, 1,0,2,SEL PRNSOL,S NUSORT /COM /COM /COM ---MAXIMUM VALUES OF SZ /COM NSORT, S,Z,0,0,2,SEL PRNSOL, S NUSORT /COM /COM /COM MINIMUM VALUES OF SZ /CON NSORT, S,Z,1,0,2,SEL PRNSOL,S /COM /COM /COM /COM /COM EALL NALL FINI Sheet 37 of 62 FENERCON SERVICES, INC. Appendix LT-1 to Calculation PGE-009-CALC-003

/OUTPUT /EXIT E l ENERCON F SERVICES, INC. Appendix LT-1 to Calculation PGE-009-CALC-003 Sheet 38 of 62 Below is the ANSYS output file for pad X and Z stresses for the soft rock analyses with adjusted LTSP loads: STRESS DATA SORTED AND PRINTED BY LOAD STEP THIS ROUTINE SORTS AND PRINTS STRESS DATA BY LOAD STEP FIRST SX AND THEN SZ SOFT ROCK RESULTS CURRENT JOBNAME REDEFINED AS dcslabs2a RESUME ANSYS DATA FROM FILE NAME=dcslabs2a.db

- - ANSYS GLOBAL STATUS ***TITLE = Pad, ADJ LTSP(2), 20 Casks, 462 Kips West ANALYSIS TYPE = STATIC (STEADY-STATE)

NUMBER OF ELEMENT TYPES = 6 15348 ELEMENTS CURRENTLY SELECTED.

14 NODES CURRENTLY SELECTED.

259 KEYPOINTS CURRENTLY SELECTED.

250 LINES CURRENTLY SELECTED.

181 AREAS CURRENTLY SELECTED.

70 VOLUMES CURRENTLY SELECTED.

11 COMPONENTS CURRENTLY DEFINED MAXIMUM LINEAR PROPERTY NUMBER MAXIMUM REAL CONSTANT SET NUMBER ACTIVE COORDINATE SYSTEM MAXIMUM CONSTRAINT EQUATION NUMBER NUMBER OF SPECIFIED CONSTRAINTS NUMBER OF NODAL LOADS MAX MAX MAX MAX MAX MAX (X), Soft Rock ELEMENT NUMBER NODE NUMBER = KEYPOINT NUMBER = LINE NUMBER = AREA NUMBER = VOL. NUMBER == 5 -6 = 0 -4620 -2193 = 2160 (CARTESIAN)

INITIAL JOBNAME = dcslabs2a CURRENT JOBNAME = dcslabs2a PRINT HEADER DO NOT PRINT DO NOT PRINT DO NOT PRINT PRINT COLUMN DO NOT PRINT 1 SUBTITLE (S) LOAD STEP ID NOTE LINE(S) HEADER LABELS REPORT TOTALS***** ANSYS -ENGINEERING ANALYSIS SYSTEM ANSYS/Structural U 00150104 VERSION=INTEL NT IS RELEASE 5.7* ** * *9:08:51 NOV 24, 2001 CP=Pad, ADJ LTSP(2), 20 Casks, 462 Kips West (X), Soft Rock 33177 17051 259 396 295 70 0.881 Sheet 39 of 62 F 'iJ ENERCON F SERVICES, INC. Appendix LT-1 to Calculation PGE-009-CALC-003 ANSYS RESULTS INTERPRETATION (POST1) *****

NOTE *** CP= 0.881 TIME= 19:08:51 Reading results into the database (SET command) will update the current displacement and force boundary conditions in the database with the values from the results file for that load set. Note that any subsequent solutions will use these values unless action is taken to either SAVE the current values or not overwrite them (/EXIT,NOSAVE).

15348 ELEMENTS (OF 17051 NODES (OF 15348 DEFINED) SELECTED BY EALL COMMAND.

17051 DEFINED) SELECTED BY NALL COMMAND.SET 1 USE LOAD STEP 1 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 1 SUBSTEP= 1 CUMULATIVE ITERATION=

TIME/FREQUENCY=

1.0000 TITLE= Pad, ADJ LTSP(2), 20 Casks, 462 Kips North (Z), Soft Rock ESEL FOR LABEL= TYPE FROM 9056 ELEMENTS (OF 1!SELECT 1 TO 1 BY 1 5 3 4 8 DEFINED) SELECTED BY ESEL COMMAND.ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.11550 NODES (OF 17051 DEFINED) SELECTED FROM 9056 SELECTED ELEMENTS BY NELE COMMAND.

MAXIMUM VALUES OF SX SORT ON ITEM=S COMPONENT=X ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE 1

ANSYS -ENGINEERING ANALYSIS SYSTEM RELEASE 5.7 ANSYS/Structural U 00150104 VERSION=INTEL NT 19:08:55 NOV 24, 2001 CP=13 2 4.386 ENERCON SERVICES, INC. Appendix LT-1 to Calculation PGE-009-CALC-003 Pad, ADJ LTSP(2), 20 Casks, 462 Kips North (Z), Soft Rock NODE SX 7365 44.982 15379 44.982 NODE SORT REMOVED SY -17.165 -17.165 Sz -5.0038 -5.0038 SXY 3 .0381 -3.0381 SYZ 34.508 34.508 Sheet 40 of 62 SXz -7.8936 7.8936 MINIMUM VALUES OF SX SORT ON ITEM=S COMPONENT=X SORT COMPLETED FOR 2 VALUES. PRINT S NODAL SOLUTION PER NODE 1 ORDER= 1 KABS= 0 NMAX=***** ANSYS -ENGINEERING ANALYSIS SYSTEM RELEASE 5.7 ANSYS/Structural U 00150104 VERSION-INTEL NT 19:08:55 NOV 24, 2001 CP= Pad, ADJ LTSP(2), 20 Casks, 462 Kips North (Z), Soft Rock NODE SX 3061 -98.307 11085 -98.307 NODE SORT REMOVED SY -204.49 -204.49 SZ -69.888 -69.888 SXY 0.28832 -0.28832 SYZ -18.462 -18.462 MAXIMUM VALUES OF SZ --SORT ON ITEM=S COMPONENT-Z SORT COMPLETED FOR 2 VALUES. PRINT S NODAL SOLUTION PER NODE 1 ORDER= 0 KABS= 0 NMAX=***** ANSYS -ENGINEERING ANALYSIS SYSTEM RELEASE 5.7 ANSYS/Structural U 00150104 VERSION=INTEL NT 19:08:55 NOV 24, 2001 CP= Pad, ADJ LTSP(2), 20 Casks, 462 Kips North (Z), Soft Rock NODE SX 7439 -6.0158 SY -68.739 SZ 264.99 SXY 18.153 SYZ SXz 124.54 -108.43 2 4.567 SXz -5.7487 5.7487 2 4.747 ENERCON F 3SERVICESINC.

Appendix LT-1 to Calculation PGE-009-CALC-003 15443 -6.0158-68.739 264.99-18.153 NODE SORT REMOVED MINIMUM VALUES OF SZ SORT ON ITEM=S COMPONENT=Z ORDER= 1 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE***** ANSYS -ENGINEERING ANALYSIS SYSTEM RELEASE 5.7 ANSYS/Structural U 00150104 VERSION=INTEL NT 19:08:56 NOV 24, 2001 CP= Pad, ADJ LTSP(2), 20 Casks, 462 Kips North (Z), Soft Rock NODE 7349 15363 SX -82.224 -82.224 SY -208.70 -208.70 Sz -392.39 -392.39 SXY 58.365 -58.365 SYZ 247.31 247.31 4.937 SXz -166.77 166.77 SET 2 =USE LOAD STEP 2 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 2 SUBSTEP= 1 CUMULATIVE ITERATION=

TIME/FREQUENCY=

2.0000 TITLE= Pad, ADJ LTSP(2), 20 Casks, 462 Kips N 32.93 W (Z,X), Soft Rock ESEL FOR LABEL= TYPE FROM 9056 ELEMENTS (OF 1 SELECT 1 TO 1 BY 1 5348 DEFINED) SELECTED BY ESEL COMMAND.ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.11550 NODES (OF 17051 DEFINED) SELECTED FROM 9056 SELECTED ELEMENTS BY NELE COMMAND.

MAXIMUM VALUES OF SX =COMPONENT=X ORDER= 0 KABS= 0 NMAX=Sheet 41 of 62 108.43 124.54 2 22 SORT ON ITEM=S 2 Sheet 42 of 62 r jENERCON r. 3 SERVICES, INC. Appendix LT-1 to Calculation PGE-009-CALC-003 SORT COMPLETED FOR 2 VALUES. PRINT S NODAL SOLUTION PER NODE 1

ANSYS -ENGINEERING ANALYSIS SYSTEM RELEASE 5.7 ANSYS/Structural U 00150104 VERSION=INTEL NT 19:08:59 NOV 24, 2001 CP= 8.432 Pad, ADJ LTSP(2), 20 Casks, 462 Kips N 32.93 W (Z,X), Soft Rock NODE SX SY SZ SXY SYZ SXZ 13630 142.10 -38.018 4.3870 21.490 125.75 114.93 14342 140.94 -38.109 63.683 21.332 125.90 121.34 NODE SORT REMOVED MINIMUM VALUES OF SX SORT ON ITEM-S COMPONENT:X ORDER- 1 KABS= 0 NMAX= 2 SORT COMPLETED FOR 2 VALUES. PRINT S NODAL SOLUTION PER NODE 1

ANSYS -ENGINEERING ANALYSIS SYSTEM RELEASE 5.7 ANSYS/Structural U 00150104 VERSION=INTEL NT 19:09:00 NOV 24, 2001 CP= 8.612 Pad, ADJ LTSP(2), 20 Casks, 462 Kips N 32.93 W (Z,X), Soft Rock NODE SX SY SZ SXY SYZ SXZ 7349 -262.27 -322.65 -395.86 161.54 269.44 -213.56 5603 -236.30 -152.21 -32.443 85.262 136.66 -117.64 NODE SORT REMOVED MAXIMUM VALUES OF SZ SORT ON ITEM-S COMPONENT:Z ORDER= 0 KABS= 0 NMAX= 2 SORT COMPLETED FOR 2 VALUES. PRINT S NODAL SOLUTION PER NODE 1 r ~ ENERCON r 3 SERVICES, INC. Appendix LT-1 to Calculation PGE-009-CALC-003

- - - - ANSYS -ENGINEERING ANALYSIS SYSTEM RELEASE 5.7 ANSYS/Structural U 00150104 VERSION=INTEL NT 19:09:00 NOV 24, 2001 CP= Pad, ADJ LTSP(2), 20 Casks, 462 Kips N 32.93 W (Z,X), Soft Rock NODE 15443 15446 Sx 120.68 90.027 SY -95.849 -0.50675 Sz 229.98 222.98 SXY 28.161 31.283 SYZ 108.93 -1.0958 Sheet 43 of 62 8.803 SXZ 141.54 94.376 NODE SORT REMOVED MINIMUM VALUES OF SZ SORT ON ITEM=S COMPONENT=Z ORDER= 1 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE 1***** ANSYS -ENGINEERING ANALYSIS SYSTEM RELEASE 5.7 ANSYS/Structural U 00150104 VERSION=INTEL NT 19:09:00 NOV 24, 2001 CP= Pad, ADJ LTSP(2), 20 Casks, 462 Kips N 32.93 W (Z,X), Soft Rock NODE 7349 7351 Sx -262.27 -126.48 SY -322.65 23.795 Sz -395.86 -312.81 SXY 161.54 105.69 SYZ 269.44 -15.915 SET 3 -- --------USE LOAD STEP 3 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 3 SUBSTEP= 1 CUMULATIVE ITERATION=

TIME/FREQUENCY=

3.0000 TITLE= Pad, ADJ LTSP(2), 20 Casks, 462 Kips N 45 W (Z,X), Soft Rock ESEL FOR LABEL= TYPE FROM 1 TO 1 BY 1 15348 DEFINED) SELECTED BY ESEL COMMAND.2 8.963 SXz -213.56 -130.24 26 9056 ELEMENTS (OF Sheet 44 of 62 ENERCON F SERVICES, INC. Appendix LT-1 to Calculation PGE-009-CALC-003 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 11550 NODES (OF 17051 DEFINED) SELECTED FROM 9056 SELECTED ELEMENTS BY NELE COMMAND.

MAXIMUM VALUES OF SX SORT ON ITEM-S COMPONENT:X ORDER= 0 KABS= 0 NMAX= 2 SORT COMPLETED FOR 2 VALUES. PRINT S NODAL SOLUTION PER NODE 1

ANSYS -ENGINEERING ANALYSIS SYSTEM RELEASE 5.7 ANSYS/Structural U 00150104 VERSION=INTEL NT 19:09:04 NOV 24, 2001 CP= 12.468 Pad, ADJ LTSP(2), 20 Casks, 462 Kips N 45 W (Z,X), Soft Rock NODE SX SY SZ SXY SYZ SXZ 13630 189.27 -51.067 1.3192 26.536 95.931 99.796 13512 188.95 15.658 15.682 17.143 11.579 93.521 NODE SORT REMOVED MINIMUM VALUES OF SX SORT ON ITEM=S COMPONENT=X ORDER= 1 KABS= 0 NMAX= 2 SORT COMPLETED FOR 2 VALUES. PRINT S NODAL SOLUTION PER NODE

ANSYS -ENGINEERING ANALYSIS SYSTEM RELEASE 5.7 ANSYS/Structural U 00150104 VERSION=INTEL NT 19:09:04 NOV 24, 2001 CP= 12.658 Pad, ADJ LTSP(2), 20 Casks, 462 Kips N 45 W (Z,X), Soft Rock NODE SX SY SZ SXY SYZ SXZ 7349 -311.46 -329.74 -365.28 186.98 252.46 -216.08 5603 -292.43 -176.52 -34.001 101.20 112.23 -101.54 NODE SORT REMOVED r I ENERCON F, ASERVICES, INC. Appendix LT-1 to Calculation PGE-009-CALC-003 MAXIMUM VALUES OF SZ SORT ON ITEM=S COMPONENT=Z ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE 1***** ANSYS -ENGINEERING ANALYSIS SYSTEM RELEASE 5.7 ANSYS/Structural U 00150104 VERSION=INTEL NT 19:09:05 NOV 24, 2001 CP= Pad, ADJ LTSP(2), 20 Casks, 462 Kips N 45 W (Z,X), Soft Rock NODE 15443 15446 SX 157.98 119.12 SY -98.851 5.8000 SZ 203.66 195.90 SXY 42.333 45.043 SYZ 97.205 -2.4698 NODE SORT REMOVED MINIMUM VALUES OF SZ SORT ON ITEM=S COMPONENT=Z ORDER= 1 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE 1***** ANSYS -ENGINEERING ANALYSIS SYSTEM RELEASE 5.7 ANSYS/Structural U 00150104 VERSION=INTEL NT 19:09:05 NOV 24, 2001 CP= Pad, ADJ LTSP(2), 20 Casks, 462 Kips N 45 W (Z,X), Soft Rock NODE 7349 7351 SX -311.46 -157.82 SY -329.74 31.972 Sz -365.28 -276.61 SXY 186.98 128.27 SYZ 252.46 -20.904 SET 4 Sheet 45 of 62 2 12.828 SXZ 142.93 99.853 2 13.019 SXZ -216.08 -138.92 ENERCON F. SERVICES, INC. Appendix LT-1 to Calculation PGE-009-CALC-003 USE LOAD STEP 4 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 4 SUBSTEP= 1 CUMULATIVE TIME/FREQUENCY=

4.0000 TITLE= Pad, ADJ LTSP(2), 20 Casks, 462 Kips N 57.07 W (Z,X), ESEL FOR LABEL= TYPE FROM 1 TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 11550 NODES (OF 17051 DEFINED) SELECTED FROM 9056 SELECTED ELEMENTS BY NELE COMMAND.ITERATION=

Soft Rock COMMAND.MAXIMUM VALUES OF SX ==SORT ON ITEM=S COMPONENT=X SORT COMPLETED FOR 2 VALUES. PRINT S NODAL SOLUTION PER NODE 1 ORDER= 0 KABS= 0 NMAX=***** ANSYS ENGINEERING ANALYSIS SYSTEM RELEASE 5.7 ANSYS/Structural U 00150104 VERSION-INTEL NT 19:09:09 NOV 24, 2001 CP= Pad, ADJ LTSP(2), 20 Casks, 462 Kips N 57.07 W (Z,X), Soft Rock NODE SX 15364 229.88 15363 226.29 NODE SORT REMOVED SY -34.056 -22.203 SZ -79.162 -136.19 SXY 9.0156 92.207 MINIMUM VALUES OF SX SORT ON ITEM=S COMPONENT=X SORT COMPLETED FOR 2 VALUES. PRINT S NODAL SOLUTION PER NODE 1 ORDER= 1 KABS= 0 NMAX=***** ANSYS -ENGINEERING ANALYSIS SYSTEM RELEASE 5.7 ANSYS/Structural U 00150104 VERSION=INTEL NT 19:09:09 NOV 24, 2001 CP=Sheet 46 of 62 31 2 16.534 SXZ 29.609 -12.057 SYZ 61.181 68.397 2 16.724 Sheet 47 of 62 F J ENERCON SERVICES, INC. Appendix LT-1 to Calculation PGE-009-CALC-003 Pad, ADJ LTSP(2), 20 Casks, 462 Kips N 57.07 W (Z,X), Soft Rock NODE SX 7349 -348.48 5603 -337.44 NODE SORT REMOVED MAXIMUM VALUES OF SZ =- ------SORT ON ITEM=S 'COMPONENT=Z SORT COMPLETED FOR 2 VALUES. PRINT S NODAL SOLUTION PER NODE 1 ORDER= 0 KABS= 0 NMAX=2***** ANSYS -ENGINEERING ANALYSIS SYSTEM RELEASE 5.7 ANSYS/Structural U 00150104 VERSION=INTEL NT 19:09:09 NOV 24, 2001 CP= Pad, ADJ LTSP(2), 20 Casks, 462 Kips N 57.07 W (Z,X), Soft Rock NODE SX 15443 190.31 15446 144.92 NODE SORT REMOVED SY -98.341 12.005 Sz 170.67 162.37 SXY 55.290 57.623 SYZ 82.107 -3.8773 16.894 SXz 138.96 101.17 MINIMUM VALUES OF SZ =- ------SORT ON ITEM=S COMPONENT=Z SORT COMPLETED FOR 2 VALUES. PRINT S NODAL SOLUTION PER NODE 1 ORDER= 1 KABS= 0 NMAX=2***** ANSYS -ENGINEERING ANALYSIS SYSTEM RELEASE 5.7 ANSYS/Structural U 00150104 VERSION=INTEL NT 19:09:10 NOV 24, 2001 CP= Pad, ADJ LTSP(2), 20 Casks, 462 Kips N 57.07 W (Z,X), Soft Rock 17.085 SY SZ SXY SY -311.57 -197.39 Sz -316.84 -34.665 SXY 200.86 114.03 SYZ 222.68 82.921 SXz -210.37 -80.924 NODE SX SYZ SXZ ENERCON F 3 SERVICES, INC. Appendix LT-1 to Calculation PGE-009-CALC-003 7349 -348.48 7351 -185.91-311.57 23.338 316 .84 230.60 200.86 146.08 222.68 -22.252 Sheet 48 of 62-210.37 -142.08 SET 5 -t-USE LOAD STEP 5 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 5 SUBSTEP= 1 CUMULATIVE ITERATION=

TIME/FREQUENCY=

5.0000 TITLE= Pad, ADJ LTSP(2), 20 Casks, 462 Kips West (X), Soft Rock ESEL FOR LABEL= TYPE FROM 9056 ELEMENTS (OF 1!SELECT 1 TO I BY 1 3348 DEFINED) SELECTED BY ESEL COMMAND.ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.11550 NODES (OF 17051 DEFINED) SELECTED FROM 9056 SELECTED ELEMENTS BY NELE COMMAND.

MAXIMUM VALUES OF SX SORT ON ITEM=S COMPONENT=X ORDER= 0 KABS= 0 NMAX-SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE 1***** ANSYS -ENGINEERING ANALYSIS SYSTEM RELEASE 5.7 ANSYS/Structural U 00150104 VERSION=INTEL NT 19:09:13 NOV 24, 2001 CP= Pad, ADJ LTSP(2), 20 Casks, 462 Kips West (X), Soft Rock NODE 13512 13511 SX 258.55 258.55 SY 24.274 24.275 SZ 3 .6547 3.6492 SXY 26.884 26.883 SYZ -3.6524 3.6406 NODE SORT REMOVED MINIMUM VALUES OF SX 39 2 20.590 SXz -0.34504 0.35961 Sheet 49 of 62 F lENERCON SERVICES, INC. Appendix LT-1 to Calculation PGE-009-CALC-003 SORT ON ITEM=S COMPONENT=X SORT COMPLETED FOR 2 VALUES. PRINT S NODAL SOLUTION PER NODE 1 ORDER= 1 KABS= 0 NMAX=***** ANSYS -ENGINEERING ANALYSIS SYSTEM RELEASE 5.7 ANSYS/Structural U 00150104 VERSION=INTEL NT 19:09:14 NOV 24, 2001 CP= Pad, ADJ LTSP(2), 20 Casks, 462 Kips West (X), Soft Rock NODE SX 5603 -390.45 5606 -390.45 NODE SORT REMOVED SY -229.68 -229.68 SZ -34.441 -34.441 SXY 129.42 129.42 SYZ -9.6333 9.6452 2 20.770 SXz -10.333 10.324 MAXIMUM VALUES OF SZ --------SORT ON ITEM=S COMPONENT=Z SORT COMPLETED FOR 2 VALUES. PRINT S NODAL SOLUTION PER NODE 1 ORDER= 0 KABS= 0 NMAX=***** ANSYS -ENGINEERING ANALYSIS SYSTEM RELEASE 5.7 ANSYS/Structural U 00150104 VERSION=INTEL NT 19:09:14 NOV 24, 2001 CP= Pad, ADJ LTSP(2), 20 Casks, 462 Kips West (X), Soft Rock NODE SX 6962 -17.940 3989 -17.942 NODE SORT REMOVED SY 7.5275 7.5271 Sz 58.145 58.141 SXY -4.1508 -4.1515 SYZ 8.6822 -8.6827 2 20.960 SXz 7.1303 -7.1297 MINIMUM VALUES OF SZ =------------------------

SORT ON ITEM=S COMPONENT=Z SORT COMPLETED FOR 2 VALUES. PRINT S NODAL SOLUTION PER NODE ORDER= 1 KABS= 0 NMAX=2 ENERCON F. 3 SERVICES, INC. Appendix LT-1 to Calculation PGE-009-CALC-003 Sheet 50 of 62 1***** ANSYS ENGINEERING ANALYSIS SYSTEM RELEASE 5.7 ANSYS/Structural U 00150104 VERSION=INTEL NT 19:09:14 NOV 24, 2001 CP= Pad, ADJ LTSP(2), 20 Casks, 462 Kips West (X), Soft Rock NODE SX. 7349 -375.01 7439 -375.03 SY -192.92 -192.94 Sz 126.74 126.73 SXY 194.55 194.56 SYZ 97.624 -97.617 21.150 SXZ -154.82 154.82-------- --------------------------------------

15348 ELEMENTS (OF 17051 NODES (OF 15348 DEFINED) SELECTED BY EALL COMMAND.

17051 DEFINED) SELECTED BY NALL COMMAND.EXIT THE ANSYS POST1 DATABASE PROCESSOR

- - - - ROUTINE COMPLETED

- - - - CP =21.281 Sheet 51 of 62 E 3 SERVICES, INC. Appendix LT-1 to Calculation PGE-009-CALC-003 PAD PRINCIPAL STRESSES Below is the ANSYS input file that scans the database for the max/min principal stresses for the soft rock model with adjusted LTSP loads: /COM /OUTPUT,padsoftaprinstress.out

/COM /COM STRESS DATA SORTED AND PRINTED BY LOAD STEP /COM /COM /COM THIS ROUTINE SORTS AND PRINTS PRINCIPAL STRESS DATA BY LOAD STEP /COM FIRST S1 AND THEN S3 /COM /com SOFT ROCK RESULTS /COM /file,dcslabs2a resume /header,on, off,off,off,on,off

/postl /COM EALL NALL /COM /COM /COM /COM /COM SET 1 /COM SET, 1 ESEL,TYPE,1 NELEM /COM /COM /COM --MAXIMUM VALUES OF S1 /COM NSORT, S,1,0,0,2,SEL PRNSOL, S,PRIN NUSORT /COM /COM /COM MINIMUM VALUES OF S3 /COM NSORT, S,3,1,0,2,SEL PRNSOL, S, PRIN NUSORT /COM /COM /COM /COM /COM SET 2 /COM Sheet 52 of 62 r F 3 SERVICES, INC. Appendix LT-I to Calculation PGE-009-CALC-003 SET, 2 ESEL,TYPE, 1 NELEM /COM /COM /COM MAXIMUM VALUES OF S1 /COM NSORT, S,1,0,0,2,SEL PRNSOL,S,PRIN NUSORT /COM /COM /COM ==-MINIMUM VALUES OF S3 /COM NSORT, S,3,1,0,2,SEL PRNSOL,S,PRIN NUSORT /COM /COM /COM /COM /COM SET 3 /COM SET, 3 ESEL,TYPE,1 NELEM /COM /COM /COM MAXIMUM VALUES OF S1 /COM NSORT,S,1,0,0,2,SEL PRNSOL, S,PRIN NUSORT /COM /COM /COM MINIMUM VALUES OF S3 /COM NSORT,S,3,1,0,2,SEL PRNSOL, S,PRIN NUSORT /COM /COM = /COM /COM--/COM SET 4 /COM SET, 4 ESEL,TYPE, 1 NELEM /COM /COM /COM MAXIMUM VALUES OF S1 /COM Sheet 53 of 62 E 3 SERVICES, INC. Appendix LT-1 to Calculation PGE-009-CALC-003 NSORT, S,1,0,0,2,SEL PRNSOL,S,PRIN NUSORT /COM /COM /COM MINIMUM VALUES OF S3 /COM NSORT, S,3,1,0,2,SEL PRNSOL,S,PRIN NUSORT /COM /COM /COM /COM /COM SET 5 /coM SET, 5 ESEL,TYPE,1 NELEM /COM /COM /COM MAXIMUM VALUES OF S1 /COM NSORT, S,1,0,0,2,SEL PRNSOL,S,PRIN NUSORT "/COM /COM /COM MINIMUM VALUES OF S3 /COM NSORT,S,3,1,0,2,SEL PRNSOL, S,PRIN NUSORT /COM /COM /COM /COM /COM EALL NALL FINI /OUTPUT /EXIT r ENERCON r. 3 SERVICES, INC. Appendix LT-1 to Calculation PGE-009-CALC-003 Sheet 54 of 62 Below is the ANSYS output file for pad max/min principal stresses for the soft rock analyses with adjusted LTSP loads: STRESS DATA SORTED AND PRINTED BY LOAD STEP THIS ROUTINE SORTS AND PRINTS PRINCIPAL STRESS DATA BY LOAD STEP FIRST S1 AND THEN S3 SOFT ROCK RESULTS CURRENT JOBNAME REDEFINED AS dcslabs2a RESUME ANSYS DATA FROM FILE NAME=dcslabs2a.db

- - ANSYS GLOBAL STATUS ***TITLE = Pad, ADJ LTSP(2), 20 Casks, 462 Kips West (X), ANALYSIS TYPE = STATIC (STEADY-STATE)

NUMBER OF ELEMENT TYPES = 6 15348 ELEMENTS CURRENTLY SELECTED.

MAX ELEMENT NUMB 17051 NODES CURRENTLY SELECTED.

MAX NODE NUMBER 259 KEYPOINTS CURRENTLY SELECTED.

MAX KEYPOINT NUM 250 LINES CURRENTLY SELECTED.

MAX LINE NUMBER 181 AREAS CURRENTLY SELECTED.

MAX AREA NUMBER 70 VOLUMES CURRENTLY SELECTED.

MAX VOL. NUMBER 11 COMPONENTS CURRENTLY DEFINED MAXIMUM LINEAR PROPERTY NUMBER 5 MAXIMUM REAL CONSTANT SET NUMBER = 6 ACTIVE COORDINATE SYSTEM -0 (CART MAXIMUM CONSTRAINT EQUATION NUMBER -4620 NUMBER OF SPECIFIED CONSTRAINTS

-2193 NUMBER OF NODAL LOADS 2160 Soft Rock ER BER -33177 17051 259 396 295 70 ESIAN)INITIAL JOBNAME = dcslabs2a CURRENT JOBNAME = dcslabs2a PRINT HEADER DO NOT PRINT DO NOT PRINT DO NOT PRINT PRINT COLUMN DO NOT PRINT 1 SUBTITLE (S) LOAD STEP ID NOTE LINE(S) HEADER LABELS REPORT TOTALS***** ANSYS -ENGINEERING ANALYSIS SYSTEM RELEASE 5.7 ANSYS/Structural U 00150104 VERSION=INTEL NT 19:12:48 NOV 24, 2001 CP= Pad, ADJ LTSP(2), 20 Casks, 462 Kips West (X), Soft Rock 0.941 F

SERVICES, INC. Appendix LT-1 to Calculation PGE-009-CALC-003 ANSYS RESULTS INTERPRETATION (POST1) *****

NOTE *** CP= 0.941 TIME= 19:12:48 Reading results into the database (SET command) will update the current displacement and force boundary conditions in the database with the values from the results file for that load set. Note that any subsequent solutions will use these values unless action is taken to either SAVE the current values or not overwrite them (/EXIT,NOSAVE).

15348 ELEMENTS (OF 17051 NODES (OF 15348 DEFINED) SELECTED BY EALL COMMAND.

17051 DEFINED) SELECTED BY NALL COMMAND.SET 1 = ---------USE LOAD STEP 1 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 1 SUBSTEP= 1 CUMULATIVE ITERATION=

TIME/FREQUENCY=

1.0000 -.. TITLE= Pad, ADJ LTSP(2), 20 Casks, 462 Kips North (Z), Soft Rock ESEL FOR LABEL= TYPE FROM 9056 ELEMENTS (OF 1 SELECT 1 TO 1 BY 1 5348 DEFINED) SELECTED BY ESEL COMMAND.ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.11550 NODES (OF 17051 DEFINED) SELECTED FROM 9056 SELECTED ELEMENTS BY NELE COMMAND.

MAXIMUM VALUES OF S1 SORT ON ITEM=S COMPONENT=1 ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE***** ANSYS -ENGINEERING ANALYSIS SYSTEM RELEASE 5.7 ANSYS/Structural U 00150104 VERSION=INTEL NT 19:12:52 NOV 24, 2001 CP= Pad, ADJ LTSP(2), 20 Casks, 462 Kips North (Z), Soft Rock Sheet 55 of 62 13 2 4.456 Sheet 56 of 62 F jENERCON F 1 3 SERVICES, INC. Appendix LT-l to Calculation PGE-009-CALC-003 NODE S1 S2 S3 SINT SEQV 7439 334.57 -9.6187 -134.71 469.28 420.91 15443 334.57 -9.6187 -134.71 469.28 420.91 NODE SORT REMOVED MINIMUM VALUES OF S3 SORT ON ITEM=S COMPONENT=3 ORDER= 1 KABS= 0 NMAX= 2 SORT COMPLETED FOR 2 VALUES. PRINT S NODAL SOLUTION PER NODE 1

ANSYS ENGINEERING ANALYSIS SYSTEM RELEASE 5.7 ANSYS/Structural U 00150104 VERSION=INTEL NT 19:12:52 NOV 24, 2001 CP= 4.647 Pad, ADJ LTSP(2), 20 Casks, 462 Kips North (Z), Soft Rock NODE S1 82 S3 SINT SEQV 15363 12.966 -77.523 -618.76 631.73 591.70 7349 12.966 -77.522 -618.76 631.73 591.70 NODE SORT REMOVED SET 2 USE LOAD STEP 2 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 2 SUBSTEP= 1 CUMULATIVE ITERATION=

22 TIME/FREQUENCY=

2.0000 TITLE= Pad, ADJ LTSP(2), 20 Casks, 462 Kips N 32.93 W (Z,X), Soft Rock ESEL FOR LABEL- TYPE FROM 1 TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 11550 NODES (OF 17051 DEFINED) SELECTED FROM 9056 SELECTED ELEMENTS BY NELE COMMAND.

F 'IENERCON SERVICES, INC. Appendix LT-1 to Calculation PGE-009-CALC-003 Sheet 57 of 62 MAXIMUM VALUES OF S1 -------SORT ON ITEM=S COMPONENT=1 ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE 1***** ANSYS -ENGINEERING ANALYSIS SYSTEM RELEASE 5.7 ANSYS/Structural U 00150104 VERSION=INTEL NT 19:12:56 NOV 24, 2001 CP= Pad, ADJ LTSP(2), 20 Casks, 462 Kips N 32.93 W (Z,X), Soft Rock NODE 15443 15447$1 352.27 292.07 S2 32.471 66.034 S3 -129.92 -60.358 SINT 482.19 352.42 SEQV 424.94 309.25 NODE SORT REMOVED MINIMUM VALUES OF S3 =- ------SORT ON ITEM=S COMPONENT=3 ORDER= 1 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE 1***** ANSYS -ENGINEERING ANALYSIS SYSTEM RELEASE 5.7 ANSYS/Structural U 00150104 VERSION=INTEL NT 19:12:57 NOV 24, 2001 CP= Pad, ADJ LTSP(2), 20 Casks, 462 Kips N 32.93 W (Z,X), Soft Rock NODE 7349 7350 S1 -80.557 173.40 S2 -128.79 -119.94 S3 -771.44 -425.10 SINT 690.89 598.51 SEQV 668.08 518.35 NODE SORT REMOVED SET 3 -- --------2 8.152 2 8.332 Sheet 58 of 62 liTENERCON F 1 SE, INC. Appendix LT-1 to Calculation PGE-009-CALC-003 USE LOAD STEP 3 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 3 SUBSTEP= 1 CUMULATIVE ITERATION-26 TIME/FREQUENCY=

3.0000 TITLE= Pad, ADJ LTSP(2), 20 Casks, 462 Kips N 45 W (Z,X), Soft Rock ESEL FOR LABEL- TYPE FROM 1 TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 11550 NODES (OF 17051 DEFINED) SELECTED FROM 9056 SELECTED ELEMENTS BY NELE COMMAND.

MAXIMUM VALUES OF S1 SORT ON ITEM=S COMPONENT-I ORDER= 0 KABS: 0 NMAX= 2 SORT COMPLETED FOR 2 VALUES. PRINT S NODAL SOLUTION PER NODE 1

ANSYS -ENGINEERING ANALYSIS SYSTEM RELEASE 5.7 ANSYS/Structural U 00150104 VERSION=INTEL NT 19:13:00 NOV 24, 2001 CP= 11.847 Pad, ADJ LTSP(2), 20 Casks, 462 Kips N 45 W (Z,X), Soft Rock NODE S1 S2 S3 SINT SEQV 15443 348.71 41.476 -127.39 476.10 418.08 15447 287.16 78.852 -54.541 341.70 298.28 NODE SORT REMOVED MINIMUM VALUES OF S3 SORT ON ITEM=S COMPONENT=3 ORDER= 1 KABS= 0 NMAX= 2 SORT COMPLETED FOR 2 VALUES. PRINT S NODAL SOLUTION PER NODE F 'IENERCON SERVICES, INC. Appendix LT-1 to Calculation PGE-009-CALC-003

- - - - ANSYS -ENGINEERING ANALYSIS SYSTEM RELEASE 5.7 ANSYS/Structural U 00150104 VERSION=INTEL NT 19:13:01 NOV 24, 2001 CP= Pad, ADJ LTSP(2), 20 Casks, 462 Kips N 45 W (Z,X), Soft Rock NODE 7349 7350 Sl -92.523 153.19 S2 -137.82 -143 .33 S3 -776.14 -421.18 NODE SORT REMOVED SET 4 USE LOAD STEP 4 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 4 SUBSTEP= 1 CUMULATIVE ITERATION=

TIME/FREQUENCY=

4.0000 TITLE= Pad, ADJ LTSP(2), 20 Casks, 462 Kips N 57.07 W (Z,X), Soft Rock"ESEL FOR LABEL= TYPE FROM 9056 ELEMENTS (OF 11 SELECT 1 TO 1 BY 1 5348 DEFINED) SELECTED BY ESEL COMMAND.ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.11550 NODES (OF 17051 DEFINED) SELECTED FROM 9056 SELECTED ELEMENTS BY NELE COMMAND.

MAXIMUM VALUES OF S1 SORT ON ITEM=S COMPONENT=1 ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE 1***** ANSYS -ENGINEERING ANALYSIS SYSTEM RELEASE 5.7 ANSYS/Structural U 00150104 VERSION=INTEL NT 19:13:05 NOV 24, 2001 CP= Pad, ADJ LTSP(2), 20 Casks, 462 Kips N 57.07 W (Z,X), Soft Rock Sheet 59 of 62 12.027 SINT 683.61 574.37 SEQV 662.13 497.50 31 2 15.532 ENERCON F 3 SERVICES, INC. Appendix LT-l to Calculation PGE-009-CALC-003 NODE 15443 15447$1 341.03 280.41 NODE SORT REMOVED MINIMUM VALUES OF S3 SORT ON ITEM=S COMPONENT=3 ORDER= 1 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE 1***** ANSYS -ENGINEERING ANALYSIS SYSTEM RELEASE 5.7 ANSYS/Structural U 00150104 VERSION=INTEL NT 19:13:05 NOV*** **24, 2001 CP=Pad, ADJ LTSP(2), 20 Casks, 462 Kips N 57.07 W (Z,X), Soft Rock NODE 7349 4891 S1 -91.142 3.0645 S2 137.35 139.89 S3 -748.40 -435.70 SINT 657.26 438.77 SEQV 635.41 387.59 NODE SORT REMOVED SET 5 USE LOAD STEP 5 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 5 SUBSTEP= 1 CUMULATIVE ITERATION=

TIME/FREQUENCY=

5.0000 TITLE= Pad, ADJ LTSP(2), 20 Casks, 462 Kips West (X), Soft Rock ESEL FOR LABEL= TYPE FROM 9056 ELEMENTS (OF 1i SELECT 1 TO 1 BY 1 5348 DEFINED) SELECTED BY ESEL COMMAND.ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.11550 NODES (OF 17051 DEFINED) SELECTED FROM 9056 SELECTED ELEMENTS BY NELE COMMAND.Sheet 60 of 62 S2 44.030 83.890 S3 -122.43 -48.461 SINT 463.46 328.87 SEQV 406.64 286.61 2 15.723 39 F 'IENERCON SSERVICES, INC. Appendix LT-1 to Calculation PG E-009-CALC-003 MAXIMUM VALUES OF S1 SORT ON ITEM=S COMPONENT=1 ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE 1***** ANSYS -ENGINEERING ANALYSIS SYSTEM RELEASE 5.7 ANSYS/Structural U 00150104 VERSION=INTEL NT 19:13:09 NOV 24, 2001 CP= Pad, ADJ LTSP(2), 20 Casks, 462 Kips West (X), Soft Rock NODE 15363 15443 S1 308.89 308.84 S2 4.0363 4.0056 S3 -98.291 -98.276 SINT 407.18 407.12 19.228 SEQV 366.88 366.83 NODE SORT REMOVED MINIMUM VALUES OF S3 =- ------SORT ON ITEM=S COMPONENT=3 ORDER= 1 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE***** ANSYS -ENGINEERING ANALYSIS SYSTEM RELEASE 5.7 ANSYS/Structural U 00150104 VERSION=INTEL NT 19:13:09 NOV 24, 2001 CP= Pad, ADJ LTSP(2), 20 Casks, 462 Kips West (X), Soft Rock NODE 7439 7349 S1 -51.762 -51.767 S2 -69.195 -69.190 S3 -573.74 -573.72 SINT 521.97 521.95 SEQV 513.48 513.46 NODE SORT REMOVED 15348 DEFINED) SELECTED BY EALL COMMAND.Sheet 61 of 62 2 2 19.418 15348 ELEMENTS (OF RCON Sheet 62 of 62 F i mT SERVICES, INC. Appendix LT-1 to Calculation PGE-009-CALC-003 17051 NODES (OF 17051 DEFINED) SELECTED BY NALL COMMAND.

EXIT THE ANSYS POST1 DATABASE PROCESSOR

- - - - ROUTINE COMPLETED

- - - - CP = 19.548 Sheet I of 5 F ENERCON F SERVICES, INC. Appendix MD-1 to Calculation PGE-009-CALC-003 Originator:

Date: Reissued:/S.C. Tummninelli May 25, 2001 November 30, 2001 Appendix MD-1 Cask Centerline Nodes This Appendix presents a confirmation that the nodes selected to be at the centerlines of the perimeter casks are, indeed, at the centerlines.

Sheet 2 of 5 SENERCON F A SERVICES, INC. Appendix MD-1 to Calculation PGE-009-CALC-003 The nodes at the centerlines of the casks were selected using the ANSYS graphics commands.

First, all the nodes at the surface of the pad were selected.

Then the nodes at the cask centerlines were simply "picked".

Actually, the model has no nodes exactly at the cask centerlines.

The nodes that were picked were those closest to the pad comers (edges) where the higher pad vertical displacements were expected.

The nodes were selected from the two that straddle the centerline, and they are 7 inches from it, see Figure 6 in the calculation PGE-009-CALC-003.

The list of selected nodes, together with their coordinates, is provided below, (output file generated by ANSYS.) LIST ALL SELECTED NODES. DSYS= 0 "***** ANSYS -ENGINEERING ANALYSIS SYSTEM RELEASE 5.7 ANSYS/Structural U 00150104 VERSION=INTEL NT 12:33:02 APR 12, 2001 CP= 8.082 Pad, LTSP(4), 20 Casks, 156 Kips West (X), Max Up, Soft Rock NODE X Y Z THXY THYZ THZX 159 408.00 -0.42861E-15 7.0000 0.00 0.00 0.00 3022 408.00 0.42861E-15

-823.00 0.00 0.00 0.00 3735 612.00 -0.42861E-15 7.0000 0.00 0.00 0.00 4467 612.00 -0.42861E-15

-197.00 0.00 0.00 0.00 5178 612.00 0.42861E-15

-415.00 0.00 0.00 0.00 5890 612.00 0.42861E-15

-619.00 0.00 0.00 0.00 6602 612.00 0.42861E-15

-823.00 0.00 0.00 0.00 8183 204.00 -0.42861E-15 7.0000 0.00 0.00 0.00 11046 204.00 0.42861E-15

-823.00 0.00 0.00 0.00 11759 0.0000 -0.42861E-15 7.0000 0.00 0.00 0.00 12491 0.0000 -0.42861E-15

-197.00 0.00 0.00 0.00 13202 0.0000 0.42861E-15

-415.00 0.00 0.00 0.00 13914 0.0000 0.42861E-15

-619.00 0.00 0.00 0.00 14626 0.0000 0.42861E-15

-823.00 0.00 0.00 0.00 One way to assure that the list is correct is to make use of a unique feature in ANSYS, the ENODE and NELEM commands.

ANSYS does not process the nodes that are associated with elements automatically.

Rather it processes "selected" sets of these entities and handles them separately.

Now, ENODE is a command that says, "Make the element set consist of only those elements that are associated with the set of selected nodes." And NELEM is a command that says, "Make the node set consist of only those nodes that are associated with the set of selected elements." So, if a selected set of nodes is the starting point, then an execution of ENODE would provide only those elements that are associated with the selected set. A few iterations of executing the commands NELEM and then ENODE followed by an element plot, results in series of plots which depict the model as appearing to "grow" from the "seeds" representing the original selected node set. If the growth shows that the model develops into the casks from the centerline symmetrically, then the "seeds' must have been at the centerlines of the casks.

Sheet 3 of 5 SENERCON F. SERVICES, INC. Appendix MD-1 to Calculation PGE-009-CALC-003 The plots below, Figures 1 to 5, were created by executing the commands as follows: Figure 1 -Initial set of nodes, i.e., the nodes selected to be at the centerlines of the casks. ENODE creates the element set containing only those elements that have a node associated with the selected set of nodes. EPLO that creates an element plot. Figure 2 -NELEM creates a new set of selected nodes, namely all nodes that are associated with the existing element set. ENODE expands the selected element set, followed by an element plot. Figures 3 to 5, same as for Figure 2.AN cask centerlines plot 1 Figure 1 -Initial node set and first execution of ENODE F ENERCON SERVICES, INC.Appendix MD-1 to Calculation PGE-009-CALC-003 AN cask centerlines plot 2 Figure 2 -Execution of NELEM followed by ENODE AN cask centerlines plot 3 Figure 3- Execution of NELEM followed by ENODE Sheet 4 of 5 Sheet 5 of 5 ENERCON F. SERVICES, INC. Appendix MD-1 to Calculation PGE-009-CALC-003 Figure 4- Execution of NELEM followed by ENODE Figure 5- Execution of NELEM followed by ENODE This last plot, Figure 5, results in full round sections beneath the casks, and a portion of each cask above the pad. And, the "growth" of this model was from within the cask circle. Hence, the initial nodes selected were at (or very close to) the centerlines of the casks.AN cask centerlines plot 4 AN cask centerlines plot 5 ENERCON SERVICES, INC. Appendix MD-2 to Calculation PGE-009-CALC-003 Originator:

Date: Revised: Sheet 1 of 7 S. C. Tumminelli May 25, 2001 November 30, 2001 Appendix MD-2 Cask/Embedment Structure Frequency This Appendix presents a calculation for the approximate frequency of the cask/embedment structure frequency.

Then a calculation of Young's Modulus for use in the modeling of the casks on the pad is presented.

Reference numbers are for the references in the main calculation.

Revision reflects changes in rod length made in the -001 calculation.

E3J F '~ENERCON IL

SERVICES, INC. Appendix MD-2 to Calculation PGE-009-CALC-003 This calculation is to compute the frequency of the cask/embedment structure frequency.

A simplified model of the system is shown in Figure 1 below. The cask is assumed to be rigid with the full mass concentrated at the Center of Gravity of the cask, which is located 118.5 inches from the baseplate.

The baseplate is assumed to be rigid. The flexibility of the round anchor bars is the only contributor to the frequency of the system. MASS CASK 118.5" AXIS OF BASEPLATE ROTATION BOLT SPRINGS Figure 1 Qlk +') V17 Sheet 3 of 7 F!3~ ENERCON

SERVICES, INC. Appendix MD-2 to Calculation PGE-009-CALC-003 The bolt springs are 2 1/22 inch diameter bars in series with the 5 1/2 inch coupler. The stiffness of the two components in series is: ks = 1.932 x 106 lb/in (Ref. 6). The stiffness of each bolt spring translated to a horizontal stiffness at the mass is: k M=ks =ks x)22 ( h-- 2 ( h where h is the height of the mass, i.e., 118.5 inches and x is the distance of the spring from the neutral axis. And, the system frequency is: 1 -1 2,g M EkM =ks =ks 2 where the summation is over the x's, i.e., the hJ h distances from the neutral axis to the bolt. Therefore:

1 ks~x 2 1 ks Ex 2 1 JksEx 2 g 217E h 2hir M 2ht w ENERCON .SERVICES, INC. Appendix MD-2 to Calculation PGE-009-CALC-003 Now locate the neutral axis of the anchor stud configuration:

Plan Geometry of the Cask Anchor Studs Sheet 4 of 7 1 Sheet 5 of 7 F ENERCON mSERVICES, INC. Appendix MD-2 to Calculation PGE-009-CALC-003 Locate the neutral axis (XNA) by setting the bar tension and concrete compression forces equal. Several iterations have been performed, which resulted in the Neutral Axis location as demonstrated below: XNA = 57.94 in Thus, 0 = 35.02 = 0.6112 Radians Twelve (2 x 6) bars are in tension: Tension force in the bars: Py, m = 176.7 kips Py, mx -= 235.6 kips Use the average of these values for calculation:

Say, Py, expected = 206.2 kips Net tension force: T = 2 x 6 x 206.2 = 2474.4 kip Concrete compression force: Since the bars are at a yield stress, use a "working stress" value for the concrete:

Thus use 5.95/1.7 = 3.5 ksi for the bearing stress: Net compression force: C=3.5 Rj20- lsin20 = 3.5x70.75j20.6112-2sin(2x35.02)

=2474.4 kip, versus 2474.4 kip, OK Computing the summation of the x 2 BOLT 1 2 3 4 5 6 X 57.94 + 68.41 57.94 + 57.99 57.94 + 38.75 57.94 + 13.91 57.94- 13.91 57.94- 38.75 2 X 126.35 115.93 96.69 71.85 44.03 19.19 15964 13440 9349 5162 1939 368 = 46222 ENERCON -F-* SERVICES, INC. Appendix MD-2 to Calculation PGE-009-CALC-003 Sheet 6 of 7 Now;1 = 2(1.932xl 06 X46222)(386.4)

= 18.6Hz, accounting for 2 bolts at each x. (2)(118.5)n V 360000 Moving the XNA to the right say 10 inches to the right and re-computing the summation of the x 2 , and re-computing the frequency.

BOLT X X2 47.94 + 68.41 47.94 + 57.99 47.94 + 38.75 47.94 + 13.91 47.94- 13.91 47.94- 38.75= 116.35 = 105.93 = 86.69 = 61.85 = 34.03 = 9.19 13537 11221 7515 3825 1158 84 1 = 37340]2(1.932x10 6 0 0137340)(386.4, =16.7 Hz, accounting for 2 bolts at each x I 360000 An approximate frequency in the range of 16 to 18 Hz for the system is reasonable.

Now, using 16 Hz as a target frequency, compute the Young's Modulus required for a circular cross section, 139.5 inches in diameter, with a 12 inch wall. It stands 118.5 inches high, cantilevered from the surface of the pad, with a concentrated weight of 360,000 pounds at the top. 3EI L3! and M1 1 -N 1 3EIg and f =2--r M 2--t 2r=3EIg *2fz" (2f7r)2 = 3EIg L 3 W 1 2 3 4 5 6 Now;1 (2)(118.5)n Sheet 7 of 7 3 ENE RCON SERVICES, INC. Appendix MD-2 to Calculation PGE-009-CALC-003 (2f7[)2 L 3 W =3EIg E- (2f2r)2 L 3 W 3Ig Now, I- 7td 3 -7c(12)(139.5)3

= 12.792 x 106 inches 4 8 8 And, (27r(16))2 (1 18.5)y 360000 E= (3)(12.792 x 106 X386.4) = 408000psi A Young's Modulus of 409000 psi was used in the analysis.

Taking this value and computing the inertia with a little more accuracy:

I=-34(d4-d

)= -2 ((139.5 +12)4 -(139.5-12)4)=

12.887 x 106 inches4 64 0 I64 f= (3X409000)(12.887x10X386.4)

-16.07 Hz ..Ok (118.5)3(360000)

=60H 'O F 'l ENERCON F SERVICES, INC. Appendix MD-3 to Calculation PGE-009-CALC-003 Originator:

Date: Revised: Sheet 1 of 12 S. C. Tumminelli May 25, 2001 November 30, 2001 Appendix MD-3 Boundary Condition Study This Appendix presents a calculation that examines the affect of the boundary conditions on the rock mass. It concludes that the boundary conditions used in the calculation lead to acceptably accurate results.

Sheet 2 of 12 ENERCON F SERVICES, INC. Appendix MD-3 to Calculation PGE-009-CALC-003 The purpose of this calculation is to assess the effect of the boundary conditions on the rock mass on the computed responses.

Or, put another way, to determine if the rock mass is large enough and its boundaries far enough away from the pad, that the boundary conditions do not significantly affect the results. In order to assess the affect of boundary conditions the vertical displacement constraint on the sides of the rock mass was released, and the analyses were rerun. The new boundary conditions are referred to here as U,x,z representing that only the x and z displacements at the edges of the rock mass are constrained.

In order to maintain equilibrium, all three displacements are constrained at the bottom of the rock mass. Figures MD-3-1, -2 and -3 are the same views as shown in Figures 16, 17 and 18 of the calculation.

These show that the Uy is not constrained.

The analyses with all three displacements constrained, are referred to as U,x,y,z. These are the results computed in the calculation.

If the boundary conditions really effect the computed responses than the differences should be detected in the data analyses that follow. All differences were assessed using ratios of the U,x,z response + the U,x,y,z response.

These are shown in Tables MD-3.1 through MD-3.7. All responses computed were assessed.

Thus, Tables MD-3.1 and MD-3.4 assess maximum pad displacement response and pad displacement response beneath the perimeter casks for the soft and hard rock models. Tables MD-3.2, 3.3, 3.5 and 3.6 assess pad stress response for the soft and hard rock models. Table MD-3.7 assesses the rock stress response for both the hard and soft rock models. All relative response ratios are computed to two decimal places. A criterion of +/- 10% was selected as an acceptable assessment ratio, though the two analyses are generally much closer than this. This level is considered to be within the tolerance of engineering., accuracy given the variability of the magnitude of the loads, the accuracy of the concrete Young's Modulus, and especially the fact that this is static simulation of a dynamic response.

Examining these Tables reveals the following:

"* The hard rock analyses correlate more closely than the soft rock analyses.

"* The displacements for the U,x,z analyses are generally higher than those from U,x,y,z.

"* There are three outliers in Table MD-3.1 for the cask displacement comparisons.

These three outliers are all formed from exceedingly small displacements, probably on the order of the convergence tolerance.

This, together with the fact that the stresses are very well behaved, leads to the conclusion that these are analytical anomalies and not real responses to be concerned about. "* The pad stress results have no bias toward either the U,x,z or the U,x,y,z.

"* The rock vertical stresses are very close and well behaved.

In order to better organize this data, Table MD -3.0 was created from the data in Tables MD-3.1 through MD -3.7. This Table shows all the response quantities and the number of response quantities within +10%, +5% and +/-1%. These are the values in the numerator.

The denominator is the total number of responses.

In summary, this study demonstrates that the boundary conditions at the rock boundary do not have z significant affect on the response quantities computed, and that the boundary conditions used in the analyses lead to reasonably accurate results.

Sheet 3 of 12 E ENERCON F 3 SERVICES, INC. Appendix MD-3 to Calculation PGE-009-CALC-003 An examination of the differences for the very hard rock model is not necessary since the hard rock model correlates very well, and the trend is that the stiffer the rock, the better the correlation.

The detailed data for the Tables is provided in other Appendices as follows, (see also Appendix RL-2 for the details of the force equilibrium comparisons):

Table MD-3.1 Tables MD-3.2 and 3.2 Table MD-3.4 Tables MD-3.5 and 3.6 Table MD-3.7 see Appendices DN-3 and DN-4 see Appendix SN-4 see Appendices DN-3 and DN-4 see Appendix SN-4 see Appendix SN-5 Figure MD 1 Isometric of Boundary Conditions on the Rock Mass S S S 0 0 AN Model Data, Boundary Conditions, Ux, Uz Sheet 4 of 12 F N .ENERCON SERVICES, INC. Appendix MD-3 to Calculation PGE-009-CALC-003 F Model Data, Boundary Conditons Ux, z Figure MD 2 Boundary Conditions on the Rock Mass Looking Down Figure MD 3 Boundary Conditions on the Rock Mass Looking from the Side ENERCON .SERVICES, INC. Appendix MD-3 to Calculation PGE-009-CALC-003 Table MD -3.0 -Quantification of Analysis Responses Sheet 5 of 12 Response Number of responses Number of responses Number of responses within + 10% within +/- 5% within 1% Quantity Soft Hard Soft Hard Soft Hard Rock Rock Rock Rock Rock Rock 19 19 16 16 0 4 19 19 19 19 19 19 15# 19 5 18 0 1 8 cask 19 19 19 19 19 19 38 38 36 38 12 33 Gx pad 38 38 38 38 38 38 38 38 32 38 5 27 azpad 38 38 38 38 38 38 19 19 19 19 8 14 Gy rock 19 19 19 19 19 19# One ratio is 0.001 inch.11%, and 3 ratios are formed from using exceedingly small numbers, on the order of ENERCON F SERVICES, INC. Appendix MD-3 to Calculation PGE-009-CALC-003 Table MD-3.1 -PAD RESPONSES

-SOFT ROCK RESULTS -8 Sheet 6 of 12 LS EQ Direction 8 Max 8Max Ratio 8Cask kCask Ratio# U,x,y,z U,x,z X,Z/X,y,z U,x,y,z U,x,z x,z/x,y,z 1 ; Gravity -0.0102 -0.0110 1.08 -0.0259**

-0.0265' 1.02 2 HE(1) N 0.0584 0.0598 1.02 0.000451 0.00117 2.59 3 HE(I) N32.93W 0.0986 0.1012 1.03 0.0223 0.0239 1.07 4 HE(I) N45W 0.1006 0.1034 1.03 0.0271 0.0288 1.06 5 HE(l) N57.07W 0.0939 0.0968 1.03 0.0282 0.0299 1.06 6 HE(1) W 0.0467 0.0479 1.03 0.0133 0.0141 1.06 7 HE(l)* N 0.0100 0.0105 1.05 -0.00736 -0.00713 0.97 8 HE(I)* W 0.00903 0.00935 1.04 -0.00352 -0.00332 0.94 9 HE(3)* N -0.0138 -0.0143 1.04 -0.0452 -0.0457 1.01 10 HE(3)* W -0.0137 -0.0146 1.07 -0.0438 -0.0445 1.02 11 L(2) N 0.0488 0.0500 1.02 -0.00237 -0.00174 0.73 12 L(2) N32.93W 0.0818 0.0841 1.03 0.0149 0.0162 1.09 13 L(2) N45W 0.0832 0.0857 1.03 0.0186 0.0201 1.08 14 L(2) N57.07W 0.0772 0.0796 1.03 0.0192 0.0207 1.08 15 L(2) W 0.0387 0.0397 1.03 0.00824 0.00892 1.08 16 L(2)* N 0.0223 0.0228 1.02 -.000528 -.000242 0.46 17 L(2)* W 0.0176 0.0181 1.03 0.00401 0.00432 1.08 18 L(4)* N 0.0255 0.0260 1.02 0.00271 0.00301 1.11 19 L(4)* W 0.0230 0.0235 1.02 0.00989 0.0103 1.04 # One ratio is 11%, and 3 ratios are formed from using exceedingly small numbers, on the order of 0.001 inch.

Load components marked with a

are combined using the 40-100-40 rule. All others are combined using the 100-40-40 rule. ** Values range from -0.0259 to -0.0342 (Perimeter casks only) ++ Values range from -0.0265 to -0.0345 (Perimeter casks only)

Sheet 7 of 12 ENERCON SERVICES, INC. Appendix MD-3 to Calculation PGE-009-CALC-003 Table MD-3.2 -PAD RESPONSES

-SOFT ROCK RESULTS -Ox LS EQ Direction GX Max 0 X Max Ratio GX Min YX Mm Ratio U,x,y,z U,x,z x,z/x,y,z U,x,y,z U,x,z x,z/x,y,z 1 , Gravity 32.9 33.1 1.01 -63.0 -59.7 0.95 2 HE(l) N 45.6 44.4 0.97 -106.7 -106.4 1.00 3 HE(I) N32.93W 144.4 145.3 1.01 -271.1 -268.9 0.99 4 HE(l) N45W 192.1 192.3 1.00 -321.5 -318.6 0.99 5 HE(I) N57.07W 233.9 233.7 1.00 -359.5 -356.1 0.99 6 HE(l) W 260.7 260.2 1.00 -404.7 -392.4 0.97 7 HE(l)* N 19.5 19.0 0.97 -44.3 -44.0 0.99 8 HE(l)* W 120.6 120.6 1.00 -179.6 -174.0 0.97 9 HE(3)* N 61.9 62.3 1.01 -117.3 -114.1 0.97 10 HE(3)* W 82.5 84.2 1.02 -248.4 -235.8 0.95 11 L(2) N 43.6 42.5 0.97 -93.9 -93.6 1.00 12 L(2) N32.93W 136.7 137.2 1.00 -254.7 -252.6 0.99 13 L(2) N45W 183.3 183.5 1.00 -302.3 -299.6 0.99 14 L(2) N57.07W 223.2 223.0 1.00 -338.0 -334.9 0.99 15 L(2) W 253.7 252.9 1.00 -378.8 -367.4 0.97 16 L(2)* N 20.1 19.6 0.98 -39.1 -38.9 0.99 17 L(2)* W 117.4 116.9 1.00 -169.5 -164.6 0.97 18 L(4)* N 19.1 18.6 0.97 -33.7 -33.6 1.00 19 L(4)* W 108.4 107.8 0.99 -159.4 -157.1 0.99 Load components marked using the 100-40-40 rule.with a

are combined using the 40-100-40 rule. All others are combined ENERCON F 'SERVICES, INC. Appendix MD-3 to Calculation PGE-009-CALC-003 Table MD-3.3 -PAD RESPONSE -SOFT ROCK RESULTS -(Y7 Sheet 8 of 12 LS EQ Direction cTZ Max (TZ Max Ratio Tz Min (TZ Mm Ratio U,x,y,z U,x,z x,z/x,y,z U,x,y,z U,x,z x,z/x,y,z 1 , Gravity 23.5 23.7 1.01 -55.2 -53.7 0.97 2 HE(l) N 270.0 269.4 1.00 -404.1 -394.9 0.98 3 HE(l) N32.93W 234.9 233.4 0.99 -409.6 -399.1 0.97 4 HE(1) N45W 208.7 206.8 0.99 -378.8 -368.1 0.97 5 HE(I) N57.07W 175.9 173.7 0.99 -329.5 -319.4 0.97 6 HE(l) W 61.8 62.4 1.01 -134.7 -127.3 0.95 7 HE(I)* N 129.2 128.9 1.00 -178.9 -174.7 0.98 8 HE(I)* W 27.9 28.1 1.01 -60.6 -57.0 0.94 9 HE(3)* N 83.4 87.3 1.05 -205.7 -197.3 0.96 10 HE(3)* W 59.6 60.3 1.01 -108.4 -105.8 0.98 11 L(2) N 260.5 259.9 1.00 -380.7 -372.2 0.98 12 L(2) N32.93W 226.6 225.1 0.99 -383.5 -373.8 0.97 13 L(2) N45W 200.6 198.7 0.99 -353.7 -343.9 0.97 14 L(2) N57.07W 167.5 165.3 0.99 -306.8 -297.4 0.97 15 L(2) W 56.5 57.0 1.01 -122.8 -116.0 0.94 16 L(2)* N 119.5 119.2 1.00 -172.0 -168.2 0.98 17 L(2)* W 24.1 24.3 1.01 -53.0 -50.1 0.95 18 L(4)* N 112.3 112.0 1.00 -161.8 -158.4 0.98 19 L(4)* W 22.0 22.3 1.01 -48.8 -46.1 0.94 Load components marked with a

are combined using the 40-100-40 rule. All others are combined using the 100-40-40 rule.

Sheet 9 of 12 ENERCON FSERVICES, IC SINC. Appendix MD-3 to Calculation PGE-009-CALC-003 Table MD-3.4 -PAD RESPONSES

-HARD ROCK RESULTS -8 LS EQ Direction 8Max 8 Max RATIO 8 Cask 8Cask RATIO U,x,y,z U,x,z xy/x,y,x U,x,y,z U,x,z x,y/x,y,x , ,Gravity -.000945 -.001015 1.07 -.00296** -.00300++ 1.01 2 HE(l) N 0.0266 0.0267 1.00 0.00488 0.00494 1.01 3 HE(l) N32.93W 0.0452 0.0455 1.01 0.0154 0.0156 1.01 4 HE(l) N45W 0.0462 0.0465 1.01 0.0179 0.0181 1.01 5 HE(l) N57.07W 0.0428 0.0432 1.01 0.0186 0.0188 1.01 6 HE(l) W 0.0315 0.0317 1.01 0.0145 0.0146 1.01 7 HE(l)* N 0.00472 0.00475 1.01 -.000299 -.000279 0.93 8 HE(l)* W 0.00650 0.00655 1.01 0.00156 0.00159 1.02 9 HE(3)* N -0.00110 -0.00115 1.05 -0.00507 -0.00511 1.00 10 HE(3)* W -0.00117 -0.00125 1.07 -0.00499 -0.00504 1.01 11 L(2) N 0.0224 0.0225 1.00 0.00355 0.00359 1.01 12 L(2) N32.93W 0.0370 0.0373 1.01 0.0114 0.0115 1.01 13 L(2) N45W 0.0376 0.0379 1.01 0.0133 0.0135 1.02 14 L(2) N57.07W 0.0347 0.0350 1.01 0.0137 0.0139 1.01 15 L(2) W 0.0238 0.0240 1.01 0.00990 0.01002 1.01 16 L(2)* N 0.0102 0.0102 1.00 0.00167 0.00169 1.01 17 L(2)* W 0.0103 0.0104 1.01 0.00435 0.00440 1.01 18 L(4)* N 0.0113 0.0113 1.00 0.00254 0.00256 1.01 19 L(4)* W 0.0142 0.0143 1.01 0.00746 0.00753 1.01

Load components marked with a

are combined using the 40-100-40 rule. All others are combined using the 100-40-40 rule. ** Values range from -0.00296 to -0.00372 (Perimeter casks only) ++ Values range from -0.00300 to -0.00375 (Perimeter casks only)

ENERCON F SERVICES, INC. Appendix MD-3 to Calculation PGE-009-CALC-003 Table MD-3.5 -PAD RESPONSES

-HARD ROCK RESULTS -Ox Sheet 10 of 12 LS EQ Direction 0 X Max GX Max RATIO (YX Min 0 X Min RATIO U,x,y,z U,x,z x,y/x,y,x U,x,y,z U,x,z x,y/x,y,x 1 .Gravity 16.2 16.2 1.00 -20.3 -20.1 0.99 2 HE(l) N 51.3 51.3 1.00 -79.4 -79.4 1.00 3 HE(I) N32.93W 70.2 70.1 1.00 -131.9 -132.0 1.00 4 HE(1) N45W 81.0 81.0 1.00 -177.1 -177.2 1.00 5 HE(I) N57.07W 89.2 89.2 1.00 -210.4 -210.5 1.00 6 HE(I) W 93.7 93.6 1.00 -244.3 -244.4 1.00 7 HE(I)* N 19.5 19.5 1.00 -29.4 -29.4 1.00 8 HE(I)* W 38.7 38.6 1.00 -86.2 -86.3 1.00 9 HE(3)* N 40.3 40.3 1.00 -43.6 -43.1 0.99 10 HE(3)* W 62.4 62.4 1.00 -71.3 -70.9 0.99 11 L(2) N 42.6 42.7 1.00 -68.9 -68.8 1.00 12 L(2) N32.93W 61.7 61.7 1.00 -110.8 -110.9 1.00 13 L(2) N45W 71.1 71.1 1.00 -150.6 -150.8 1.00 14 L(2) N57.07W 78.2 78.2 1.00 -180.7 -180.9 1.00 15 L(2) W 82.1 82.1 1.00 -209.8 -209.8 1.00 16 L(2)* N 16.7 16.8 1.01 -28.3 -28.2 0.99 17 L(2)* W 33.4 33.4 1.00 -86.6 -86.7 1.00 18 L(4)* N 15.5 15.5 1.00 -25.1 -25.1 1.00 19 L(4)* W 28.1 28.1 1.00 -80.8 -80.9 1.00

Load components marked with a

are combined using the 40-100-40 rule. All others are combined using the 100-40-40 rule.

Sheet 11 of 12 E ' ENERCON SERVICES, INC. Appendix MD-3 to Calculation PGE-009-CALC-003 Table MD-3.6 -PAD RESPONSES

-HARD ROCK RESULTS -az LS EQ Direction Gz Max GZ Max RATIO Gz Min GZ Min RATIO U,x,y,z U,x,z x,y/x,y,x U,x,y,z U,x,z x,y/x,y,x 1 Gravity 9.08 9.28 1.02 -18.8 -18.5 0.98 2 HE(1) N 75.0 75.6 1.01 -195.7 -195.7 1.00 3 HE(l) N32.93W 70.8 71.0 1.00 -167.6 -167.7 1.00 4 HE(1) N45W 62.8 62.7 1.00 -137.5 -137.6 1.00 5 HE(1) N57.07W 59.7 59.6 1.00 -103.5 -103.5 1.00 6 HE(1) W 51.7 51.7 1.00 -76.7 -76.7 1.00 7 HE(l)* N 31.3 31.4 1.00 -56.5 -56.1 0.99 8 HE(l)* W 18.6 18.7 1.01 -31.3 -31.2 1.00 9 HE(3)* N 36.9 37.2 1.01 -77.9 -77.2 0.99 10 HE(3)* W 27.2 27.5 1.01 -43.1 -42.6 0.99 11 L(2) N 62.5 63.0 1.01 -166.1 -166.1 1.00 12 L(2) N32.93W 59.7 59.9 1.00 -147.2 -147.2 1.00 13 L(2) N45W 54.2 54.2 1.00 -121.9 -121.9 1.00 14 L(2) N57.07W 51.4 51.4 1.00 -93.0 -93.1 1.00 15" L(2) W 41.0 41.2 1.00 -68.1 -68.0 1.00 16 L(2)' N 24.9 24.9 1.00 -70.0 -70.0 1.00 17 L(2)* W 16.4 16.5 1.01 -27.9 -27.9 1.00 18 L(4)* N 23.2 23.2 1.00 -65.9 -65.9 1.00 19 L(4)* W 16.4 16.4 1.00 -23.1 -23.1 1.00* Load components marked with a

using the 100-40-40 rule.are combined using the 40-100-40 rule. All others are combined ENERCON F 1 SERVICES, INC. Appendix MD-3 to Calculation PGE-009-CALC-003 Table MD-3.7 -ROCK RESPONSES

-STRESS RESULTS -ay Sheet 12 of 12 LS EQ Direction SOFT ROCK HARD ROCK ..Y Max , Y Max RATIO (Y Max (Y Max RATIO U,x,y,z U,x,z x,y/x,y,x U,x,y,z U,x,z x,y/x,y,x I Gravity -15.72 -15.79 1.00 -16.32 -16.34 1.00 2 HE(1) N -18.25 -18.25 1.00 -20.38 -20.57 1.01 3 HE(1) N32.93W -21.72 -21.66 1.00 -25.06 -25.04 1.00 4 HE(1) N45W -24.20 -24.06 0.99 -27.92 -27.90 1.00 5 HE(1) N57.07W -26.36 -26.19 0.99 -30.61 -30.59 1.00 6 HE(1) W -29.31 -29.12 0.99 -34.28 -34.26 1.00 7 HE(1)* N -8.77 -8.60 0.98 -9.60 -9.69 1.01 8 HE(1)* W -13.39 -13.31 0.99 -15.39 -15.39 1.00 9 HE(3)* N -28.94 -29.06 1.00 -30.10 -30.13 1.00 10 HE(3)* W -32.05 -31.88 0.99 -34.13 -34.11 1.00 11 L(2) N -16.65 -16.65 1.00 -17.93 -18.13 1.01 12 L(2) N32.93W -19.61 -19.68 1.00 -22.38 -22.36 1.00 13 L(2) N45W -21.78 -21.65 0.99 -24.93 -24.91 1.00 14 L(2) N57.07W -23.71 -23.56 0.99 -27.35 -27.34 1.00 15 L(2) W -26.32 -26.15 0.99 -30.55 -30.53 1.00 16 L(2)* N -7.17 -7.17 1.00 -7.16 -7.27 1.02 17 L(2)* W -10.95 -10.87 0.99 -12.64 -12.63 1.00 18 L(4)* N -6.63 -6.63 1.00 -6.11 -6.17 1.01 19 L(4)* W -9.44 -9.38 0.99 -10.93 -10.92 1.00

Load components marked with a

are combined using the 40-100-40 rule. All others are combined using the 100-40-40 rule.

Sheet 1 of 51 ENERCON F 3 SERVICES, INC. Appendix MD-4 to Calculation PGE-009-CALC-003 Onrginator:

S. C. Tumminelli Date: November 30, 2001 Appendix MD-4 This Appendix presents the pad strips and sections, called lines, for the pad. The internal forces and moments are computed at these locations.

The plots are followed by the ANSYS input file that created them. This file is a modification of the file used to compute the forces in Appendices FC-1 and FC-2. The file begins on page 35.

F 3 ENERCON S SERVICES, INC. Appendix MD-4 to Calculation PGE-009-CALC-003 Sheet 2 of 51 Pad Strip A-B -Line 10 AN Full Pad AN Sheet 3 of 51 ENERCON F SERVICES, INC. Appendix MD-4 to Calculation PGE-009-CALC-003 Pad Strip A-B -Line 8 AN Pad Strip A-B -Line 9 AN adtrpA-B-inx F 3 ENERCON SERVICES, INC. Appendix MD-4 to Calculation PGE-009-CALC-003 Sheet 4 of 51 Pad Strip A-B -Line 6 AN Pad Strip A-B -Line 7 I AN A -n F 3 ENERCON SERVICES, INC. Appendix MD-4 to Calculation PGE-009-CALC-003 Sheet 5 of 51 Pad Strip A-B -Line 4 AN Pad Strip A-B -Line 5 AN ENERCON F SERVICES, INC. Appendix MD-4 to Calculation PGE-009-CALC-003 Sheet 6 of 51 Pad Strip A-B -Line 2, Line 1 on far side AN Pad Strip A-B -Line 3 M 1i ,

Sheet 7 of 51 SENERCON SERVICES, INC.Appendix MD-4 to Calculation PGE-009-CALC-003 Pad Strip B-C -Line 9 ANýýA--X Pad Strip B-C -Line 10 AN F 3 ENERCON SERVICES, INC. Appendix MD-4 to Calculation PGE-009-CALC-003 Sheet 8 of 51 Pad Strip B-C -Line 8 AN Pad Strip B-C -Line 7 F3 ENERCON SERVICES, INC.Sheet 9 of 51 Appendix MD-4 to Calculation PGE-009-CALC-003 Pad Strip B-C -Line 6 AN Pad Strip B-C -Line 5 AN Sheet 10 of 51 F 3 ENERCON SERVICES, INC.Appendix MD-4 to Calculation PGE-009-CALC-003 Pad Strip B C Line 3 AN Pad Strip B-C -Line 4 AN Pad Strip B-C Line 3 ENERCON F 3 SERVICES, INC. Appendix MD-4 to Calculation PGE-009-CALC-003 Sheet 11 of 51 Pad Strip C-D -Line 10 AN Pad Strip B-C -Line 2, Line 1 on far side AN S ENERCON F 3SERVICES, INC.Sheet 12 of 51 Appendix MD-4 to Calculation PGE-009-CALC-003 Pad Strip C-D -Line 9 AN Pad Strip C-D -Line 8 AN ENERCON F SERVICES, INC. Appendix MD-4 to Calculation PGE-009-CALC-003 Sheet 13 of 51 Pad Strip C-D -Line 6 ANy Pad Strip C-D -Line 7 AN SENERCON F SERVICES, INC.Sheet 14 of 51 Appendix MD-4 to Calculation PGE-009-CALC-003 Pad Strip C-D -Line 4 AN dt -DX Pd Strip C-D -Line 5 AN ENERCON F 3 SERVICES, INC. Appendix MD-4 to Calculation PGE-009-CALC-003 Sheet 15 of 51 Pad Strip C-D -Line 3 AN Pad Strip C-D -Line 2, Line 1 on far side MN 4io ENERCON F

SERVICES, INC. Appendix MD-4 to Calculation PGE-009-CALC-003 Sheet 16 of 51 Pad Strip D-E -Line 9 AN~Pad Strip D-E -Line 10 i AN Sheet 17 of 51 SENERCON F 3SERVICES, INC.Appendix MD-4 to Calculation PGE-009-CALC-003 Pad Strip D-E -Line 7 AN Pad Strip D-E -Line 8 AN Sheet 18 of 51 ENERC E ,INC.Appendix MD-4 to Calculation PGE-009-CALC-003 Pad Strip D-E -Line 6 AN Pad Strip D-E -Line 5 AN Sheet 19 of 51 F ENERCON SERVICES, INC. Appendix MD-4 to Calculation PGE-009-CALC-003 Pad Strip D-E -Line 3 AN?a z Xi -E-Ln Pad Strip D-E -Line 4 AN zKx F 3 ENERCON SERVICES, INC. Appendix MD-4 to Calculation PGE-009-CALC-003 Sheet 20 of 51 Full Pad AN Pad Strip D-E -Line 2, Line 1 on far side AN"X ENERCON SERVICES, INC.Sheet 21 of 51 Appendix MD-4 to Calculation PGE-009-CALC-003 Pad Strip 1-3 -Line D AN Pad Strip 1-3 -Line E AN Sheet 22 of 51 ENERCON F SERVICES, INC. Appendix MD-4 to Calculation PGE-009-CALC-003 Pad Strip 1-3 -Line B, Line A on far side AN Pad Strip 1-3 -Line C AN a r 1 Sheet 23 of 51 F !IENERCON F ASERVICES, INC.Appendix MD-4 to Calculation PGE-009-CALC-003 Pad Strip 3-4 -Line D AN Pad Strip 3-4 -Line E AN Ax r 'j ENERCON SERVICES, INC. Appendix MD-4 to Calculation PGE-009-CALC-003 Sheet 24 of 51 Pad Strip 3-4 -Line B, Line A on far side AN Pad Strip 3-4 Line C AN Pad StriD 3-4 Line C ENERCON F SERVICES, INC. Appendix MD-4 to Calculation PGE-009-CALC-003 Sheet 25 of 51 Pad Strip 4-5 -Line D AN Pad Strip 4-5 -Line E i AN ENERCON F *SERVICES, INC. Appendix MD-4 to Calculation PGE-009-CALC-003 Sheet 26 of 51 Pad Strip 4-5 -Line C AN Pad Strip 4-5 -Line B, Line A on far side AN ENERCON A SERVICES, INC. Appendix MD-4 to Calculation PGE-009-CALC-003 Sheet 27 of 51 Pad Strip 5-6 -Line D i AN Pad Strip 5-6 -Line E AN

'J ENERCON SSERVICES, INC. Appendix MD-4 to Calculation PGE-009-CALC-003 Sheet 28 of 51 AN Pad Strip 5-6 -Line B, Line A on far side AN Pad Strip 5-6 -Line C Sheet 29 of 51 3 ENERCON I SERVICES, INC. Appendix MD-4 to Calculation PGE-009-CALC-003 Pad Strip 6-7 -Line D AN? A-7 Pad Strip 6-7 -Line E AN J ENERCON SERVICES, INC.Sheet 30 of 51 Appendix MD-4 to Calculation PGE-009-CALC-003 Pad Strip 6-7 -Line C ' AN Pad Strip 6-7 -Line B, Line A on far side I AN i ENERCON F SERVICES, INC. Appendix MD-4 to Calculation PGE-009-CALC-003 Sheet 31 of 51~-Kx AN Pad Strip 7-8 -Line E Pad Strip 7-8 -Line D AN ENERCON -A SERVICES, INC. Appendix MD-4 to Calculation PGE-009-CALC-003 Sheet 32 of 51 AN Pad Strip 7-8 -Line C AN P Pad Strip 7-8 -Line B, Line A on far side Sheet 33 of 51 F I ENERCON SERVICES, INC.Appendix MD-4 to Calculation PGE-009-CALC-003 Pad Strip 8-10 -Line D AN Pad Strip 8-10 -Line E AN Sheet 34 of 51 F ENERCON SERVICES, INC.Appendix MD-4 to Calculation PGE-009-CALC-003 Pad Strip 8-10 -Line B, Line A on far side AN Pad Strip 8-10 -Line C AN 0-Sheet 35 of 51 r ~ ENERCON S. SERVICES, INC. Appendix MD-4 to Calculation PGE-009-CALC-003 The following ANSYS file was used to create the plots: /com, /COM This is the load results processor modified to make /com plots of the strips. /com /com, This routine processes load results data for the /com, evaluation of pad internal forces and moments /com /com, Soft Rock Load Step Results /com /com / com / com / com / com /tcom *********************************

/ com /com /com **Soft Rock Results ******************************

/com /file, dcslabs2 resume /HEADER,ON,OFF,OFF,OFF,ON,OFF

/postl /show, jpeg eall nall /RGB,INDEX,100,100,100, 0 /RGB,INDEX, 80, 80, 80,13 /RGB,INDEX, 60, 60, 60,14 /RGB,INDEX, 0, 0, 0,15 eplo /com / com / com /com *************************

LOAD CASE 2

set,2 /COM /COM SECTION THE PAD IN TO 4 NORTH-SOUTH Z-DIRECTION STRIPS /com /com Select all nodes in pad only /com esel,type,l nelem /title, Full Pad eplo /dist,,user

/focus,,user

/com /com select strip Z direction x = -102 to 102 Lines A to B /com nsel,r, loc,x,-102.1,102.1 enode, 1 /title,Pad Strip A-B -Line 10 eplo ENERCON FA SERVICES, INC. Appendix MD-4 to Calculation PGE-009-CALC-003

/com /com internal forces at Z = 222.0 LINE 10 /com nsel,r, loc,z,221.9,222.1 spoint,,0,-45.0,222.0 fsum nelem /com /com internal forces at Z = 162.0 LINE 9 /com nsel,r,loc,z,-1038.1,162.1 enode,1 /title,Pad Strip A-B -Line 9 eplo nsel,r, ioc,z,161.9,162.1 spoint ,0,-45.0,162.0 fsum nelem /com /com internal forces at Z = 102.0 LINE 8 /com nsel,r, loc,z,-1038.1,102.1 enode, 1 /title,Pad Strip A-B -Line 8 eplo nsel,r,loc,z,101.9,102.1 spoint,,0,-45.0,102.0 fsum nelem /com /com internal forces at Z = -102.OLINE 7 /com nsel,r,loc,z,-1038.1,-101.9 enode,1 /title,Pad Strip A-B -Line 7 eplo nsel,r,loc,z,-101.9,-102.1 spoint,,0,-45.0,-102.0 fsum nelem /com /com internal forces at Z = -306.OLINE 6 /com nsel,r,loc,z,-1038.1,-305.9 enode,1 /title,Pad Strip A-B -Line 6 eplo nsel,r, loc,z,-305.9,-306.1 spoint,,0,-45.0,-306.0 fsum nelem /com /com internal forces at Z = -510.OLINE 5 /com nsel,r, loc, z,-1038.1,-509.9 enode,1 /title,Pad Strip A-B -Line 5 Sheet 36 of 51 ENERCON F. SERVICES, INC. Appendix MD-4 to Calculation PGE-009-CALC-003 eplo nsel,r,loc,z,-509.9,-510.1 spoint,,0,-45.0,-510.0 fsum nelem /com /com internal forces at Z = -714.OLINE 4 /com nsel,r,loc,z,-1038.1,-713.9 enode,1 /title,Pad Strip A-B -Line 4 eplo nsel,r,loc,z,-713.9,-714.1 spoint,,0,-45.0,-714.0 fsum nelem /com /com internal forces at Z = -918.OLINE 3 /com nsel,r,loc,z,-1038.1,-917.9 enode,1 /title,Pad Strip A-B -Line 3 eplo nsel,r,loc,z,-917.9,-918.1 spoint,,0,-45.0,-918.0 fsum nelem /com /com internal forces at Z = -978.OLINE 2 /corn nsel,r,loc,z,-1038.1,-977.9 enode,1 /title,Pad Strip A-B -Line 2, Line 1 on far side eplo nsel,rloc,z,-977.9,-978.1 spoint,,0,-45.0,-978.0 fsum nelem /com /com internal forces at Z -1038.0 LINE 1 /com nsel,r,loc,z,-1037.9,-1038.1 spoint,,0,-45.0,-1038.0 fsum /com next strip x = 102 to 306 Lines B to C /com /com Select all nodes in pad only /com esel,type,1 nelem eplo /com /com select strip Z direction

/com nsel,r,loc,x,101.9,306.1 enode,1 /title,Pad Strip B-C -Line 10 Sheet 37 of 51 SERCON F J SERVICES, INC. Appendix MD-4 to Calculation PGE-009-CALC-003 eplo /com /com internal forces at Z = 222.0 LINE 10 /com nsel,r, oc,z,221.9,222.1 spoint, ,204.0,-45.0,222.0 fsum nelem /com /com internal forces at Z = 162.0 LINE 9 /com nsel,r,loc,z,-1038.1,162.1 enode,1 /title,Pad Strip B-C Line 9 / corn eplo nsel,r, loc,z,161.9,162.1 spoint,,204.0,-45.0,162.0 fsum nelem /com /com internal forces at Z = 102.0 LINE 8 /com nsel,r, loc,z,-1038.1,102.1 enode,1 /title,Pad Strip B-C -Line 8 eplo nsel,r, oc,z,101.9,102.1 spoint,,204.0,-45.0,102.0 fsum nelem /com /com internal forces at Z = -102.OLINE 7 /com nsel,r,loc,z,-1038.1,-101.9 enode,1 /title,Pad Strip B-C -Line 7 eplo nsel,r,loc,z,-101.9,-102.1 spoint,,204.0,-45.0,-102.0 fsum nelem /com /com internal forces at Z = -306.OLINE 6 /com nsel,r,loc,z,-1038.1,-305.9 enode,1 /title,Pad Strip B-C -Line 6 eplo nsel,r,loc,z,-305.9,-306.1 spoint,,204.0,-45.0,-306.0 fsum nelem /com /com internal forces at Z = -510.OLINE 5 /com nsel,r, loc, z,-1038.1,-509.9 Sheet 38 of 51 ENERCON F ' SERVICES, INC. Appendix MD-4 to Calculation PGE-009-CALC-003 enode, 1 /title,Pad Strip B-C -Line 5 eplo nsel,r,loc,z,-509.9,-510.1 spoint,,204.0,-45.0,-510.0 fsum nelem /com /com internal forces at Z = -714.OLINE 4 /com nsel,r,loc,z,-1038.1,-713.9 enode, 1 /title,Pad Strip B-C -Line 4 eplo nsel,r,loc,z,-713.9,-714.0 spoint,,204.0,-45.0,-714.0 fsum nelem /com /com internal forces at Z = -918.OLINE 3 /com nsel,r,loc,z,-1038.1,-917.9 enode,1 /title,Pad Strip B-C -Line 3 eplo nsel,r,loc,z,-917.9,-918.1 spoint,,204.0,-45.0,-918.0 fsum nelem /com /com internal forces at Z = -978.OLINE 2 /com nsel,r,loc,z,-1038.1,-977.9 enode,1 /title,Pad Strip B-C -Line 2, Line 1 on far side eplo nsel,r,loc,z,-977.9,-978.1 spoint,,204.0,-45.0,-978.0 fsum nelem /com /com internal forces at Z = -1038.0 LINE 1 /com nsel,r, loc,z,-1037.9,-1038.1 spoint,,204.0,-45.0,-1038.0 fsum /com next strip x = 306 to 510 Lines C to D /com /com Select all nodes in pad only /com esel,type,1 nelem eplo /com /com select strip Z direction

/com nsel,r,loc,x,305.9,510.1 Sheet 39 of 51 ENERCON F -SERVICES, INC. Appendix MD-4 to Calculation PGE-009-CALC-003 enode, 1 /title,Pad Strip C-D -Line 10 eplo /com /com internal forces at Z = 222.0 LINE 10 /com nsel,r,loc,z,221.9,222.1 spoint,,408.0,-45.0,222.0 fsum nelem /com /com internal forces at Z = 162.0 LINE 9 /com nsel,r, loc,z,-1038.1,162.1 enode,1 /title,Pad Strip C-D -Line 9 eplo nsel,r,loc,z,161.9,162.1 spoint,,408.0,-45.0,162.0 fsum nelem /com /com internal forces at Z = 102.0 LINE 8 /com nsel,r,loc,z,-1038.1,102.1 enode, 1 /title,Pad Strip C-D -Line 8 eplo nsel,r,loc,z,101.9,102.1 spoint,,408.0,-45.0,102.0 fsum nelem /com /com internal forces at Z = -102.OLINE 7 /com nsel,r,loc,z,-1038.1,-101.9 enode,1 /title,Pad Strip C-D -Line 7 eplo nsel,r,loc,z,-101.9,-102.1 spoint,,408.0,-45.0,-102.0 fsum nelem /com /com internal forces at Z = -306.OLINE 6 /com nsel,r,loc,z,-1038.1,-305.9 enode,1 /titlePad Strip C-D -Line 6 eplo nsel,r, loc, z,-305.9,-306.1 spoint,,408.0,-45.0,-306.0 fsum nelem /com /com internal forces at Z = -510.OLINE 5 /com Sheet 40 of 51 EI ERCON F SERVICES, INC. Appendix MD-4 to Calculation PGE-009-CALC-003 nsel, r, loc, z, -1038.1, -509.9 enode, 1 /title,Pad Strip C-D -Line 5 eplo nsel,r,loc,z,-509.9,-510.1 spoint,,408.0,-45.0,-510.0 f sum nelem /com /com internal forces at Z = -714.OLINE 4 /com nsel,r,loc,z,-1038.1,-713.9 enode,1 /title, Pad Strip C-D -Line 4 eplo nsel,r,loc,z,-713.9,-714.1 spoint,,408.0,-45.0,-714.0 fsum nelem /com /com internal forces at Z = -918.0LINE 3 /com nsel,r,loc,z,-1038.1,-917.9 enode, 1 /title,Pad Strip C-D -Line 3 eplo nsel,r, loc,z,-917.9,-918.1 spoint,,408.0,-45.0,-918.0 fsum nelem /com /com internal forces at Z = -978.OLINE 2 /com nsel,r,loc,z,-1038.1,-977.9 enode,1 /title,Pad Strip C-D -Line 2, Line 1 on far side eplo nsel,r,loc,z,-977.9,-978.1 spoint,,408.0,-45.0,-978.0 f sum nelem /com /com internal forces at Z = -1038.0 LINE 1 /com nsel,r,loc,z,-1037.9,-1038.1 spoint,,408.0,-45.0,-1038.0 fsum /com next strip x = 510 to 714 Lines D to E /com /com Select all nodes in pad only /com esel,type,l nelem eplo /com /com select strip Z direction

/com Sheet 41 of 51 Si ENERCON F. SERVICES, INC. Appendix MD-4 to Calculation PGE-009-CALC-003 nsel,r, loc,x,509.9,714.1 enode, 1 /title, Pad Strip D-E -Line 10 eplo /com /com internal forces at Z = 222.0 LINE 10 /com nsel,r, loc, z,221.9,222.1 spoint,,612.0,-45.0,22 2.0 fsum nelem /com /com internal forces at Z = 162.0 LINE 9 /com nsel,r,loc,z,-1038.1,162.1 enode,1 /title,Pad Strip D-E -Line 9 eplo nsel,r, oc,z,161.9,162.1 spoint,,612.0,-45.0,1 6 2.0 fsum nelem /com /com internal forces at Z = 102.0 LINE 8 /com nsel,r,loc,z,-1038.1,102.1 enode,1 /title,Pad Strip D-E -Line 8 eplo nsel,r,loc,z,101.9,102.1 spoint,,612.0,-45.0,102.0 fsum nelem /com /com internal forces at Z = -102.OLINE 7 /cor nsel,r,loc,z,-1038.1,-101.9 enode,1 /title,Pad Strip D-E -Line 7 eplo nsel,r, loc, z,-101.9,-102.1 spoint,,612.0,-45.0,-102.0 fsum nelem /com /com internal forces at Z = -306.OLINE 6 /com nsel,r,loc,z,-1038.1,-305.9 enode,1 /title,Pad Strip D-E -Line 6 eplo nsel,r, loc,z,-305.9,-306.1 spoint,,612.0,-45.0,-306.0 f sum nelem /com /com internal forces at Z = -510.OLINE 5 Sheet 42 of 51 Sheet 43 of 51 F lENERCON F SERVICES, INC. Appendix MD-4 to Calculation PGE-009-CALC-003

/com nsel,r,loc,z,-1038.1,-509.9 enode,1 /title,Pad Strip D-E Line 5 eplo nsel,r, loc,z,-509.9,-510.1 spoint,,612.0,-45.0,-510.0 fsum nelem /com /com internal forces at Z = -714.0LINE 4 /com nsel,r,loc,z,-1038.1,-713.9 enode,1 /title,Pad Strip D-E -Line 4 eplo nsel,r, loc,z,-713.9,-714.1 spoint,,612.0,-45.0,-714.0 fsum nelem /com /com internal forces at Z = 918.0 LINE 3 /com nsel,r,loc,z,-1038.1,-917.9 enode,1 /title,Pad Strip D-E -Line 3 eplo nsel,r,loc,z,-917.9,-918.1 spoint,,612.0,-45.0,-918.0 fsum nelem /cOm /com internal forces at Z = -978.0LINE 2 /com nsel,r,loc,z,-1038.1,-977.9 enode,1 /title,Pad Strip D-E -Line 2, Line 1 on far side eplo nsel,r,loc,z,-977.9,-978.1 spoint,,612.0,-45.0,-978.0 fsum nelem /com /com internal forces at Z -1038.0 LINE 1 /com nsel,r,loc,z,-1037.9,-1038.1 spoint,,612.0,-45.0,-1038.0 fsum /comr /com *************************************************************************

/com /COM SECTION THE PAD IN TO 7 EAST-WEST X-DIRECTION STRIPS /com /com Select all nodes in pad only /com esel,type,1 nelem IENERCON FSERVICES, IC ,INC. Appendix MD-4 to Calculation PGE-009-CALC-003 eplo / com /com select strip x direction z = -1038 to -918 Lines 1 to 3 /com nsel,r,loc,z,-1038.1,-917.9 enode,1 /title,Pad Strip 1-3 -Line E eplo /com /com internal forces at x = 714.0 LINE E /com nsel,r, oc,x,713.9,714.1 spoint,,714.0,-45.0,-978.0 fsum nelem /com /com internal forces at x = 510.0 LINE D /com nsel,r,loc,x,-102.1,510.1 enode,1 /title,Pad Strip 1-3 -Line D eplo nsel,r,loc,x,509.9,510.1 spoint,,510.0,-45.0,-978.0 fsum nelem /com /com internal forces at x = 306.0 LINE C /com nsel,r,loc,x,-102.1,306.1 enode,1 /title,Pad Strip 1-3 -Line C eplo nsel,r, loc,x,305.9,306.1 spoint,,306.0,-45.0,-978.0 fsum nelem /com /com internal forces at x = 102.0 LINE B /com nsel,r,loc,x,-102.1,102.1 enode, 1 /title,Pad Strip 1-3 -Line B, Line A on far side eplo nsel,r,loc,x,101.9,102.1 spoint,,102.0,-45.0,-978.0 fsum nelem /com /com internal forces at x = -102.OLINE A /com nsel,r,loc,x,-102.1,-101.9 spoint,,-102.0,-45.0,-978.0 fsum nelem /com /com next strip z = -918 to -714 Lines 3 to 4 Sheet 44 of 51 ENERCON SERVICES, INC. Appendix MD-4 to Calculation PGE-009-CALC-003

/com /com /com Select all nodes in pad only /cor esel,type,1 nelem eplo /com /com select strip x direction z -918 to -714 /com nsel,r, loc, z,-918.1,-713.9 enode,1 /title,Pad Strip 3-4 -Line E eplo /com /com internal forces at x = 714.0 LINE E /com nsel,r, loc,x,713.9,714.1 spoint,,714.0,-45.0,-816.0 fsum nelem /com /com internal forces at x = 510.0 LINE D /com nsel,r,loc,x,-102.1,510.1 enode, 1 /titlePad Strip 3-4 -Line D eplo nsel,rloc,x,509.9,510.i spoint,,510.0,-45.0,-816.0 fsum nelem /com /com internal forces at x = 306.0 LINE C /com nsel,r,loc,x,-102.1,306.1 enode,1 /title,Pad Strip 3-4 -Line C eplo nsel,r,loc,x,305.9,306.1 spoint,,306.0,-45.0,-816.0 fsum nelem /com /com internal forces at x 102.0 LINE B /oom nsel,r, loc,x,-102.1,102.1 enode,1 /title,Pad Strip 3-4 -Line B, Line A on far side eplo nsel,r, loc,x,101.9,102.1 spoint,,102.0,-45.0,-816.0 fsum nelem /com /com internal forces at x = -102.0 LINE A /com Sheet 45 of 51 ENRCONSheet 46 of 51 SERVICES, INC. Appendix MD-4 to Calculation PGE-009-CALC-003 nsel,r,loc,x,-102.1,-101.9 spoint,,-102.0,-45.0,-816.0 fsum nelem /com /com next strip z = -714 to -510 Lines 4 to 5 /com /com /com Select all nodes in pad only /com esel,type, l nelem eplo /com /com select strip x direction z = -714 to -510 /com nsel,r,loc,z,-714.1,-509.9 enode, 1 /title,Pad Strip 4-5 -Line E eplo /com /com internal forces at x = 714.0 LINE E /com nsel,r, loc,x,713.9,714.1 spoint,,714.0,-45.0,-612.0 fsum nelem /coN /com internal forces at x 510.0 LINE D /com nsel,r,loc,x,-102.1,510.1 enode, 1 /title,Pad Strip 4-5 -Line D eplo nsel,r, loc,x,509.9,510.1 spoint,,510.0,-45.0,-612.0 fsum nelem /com /com internal forces at x = 306.0 LINE C /con nsel,r,loc,x,-102.1,306.1 enode,1 /title, Pad Strip 4-5 -Line C eplo nsel,r,loc,x,305.9,306.1 spoint,,306.0,-45.0,-612.0 fsum nelem /com /com internal forces at x = 102.0 LINE B /com nsel,r,loc,x,-102.1,102.1 enode,1 /title,Pad Strip 4-5 -Line B, Line A on far side eplo nsel,r, loc,x,101.9,102.1 F ENERCON S SERVICES, INC. Appendix MD-4 to Calculation PGE-009-CALC-003 spoint,,102.0,-45.0,-612.0 fsum nelem /com /com internal forces at x = -102.0 LINE A /com nsel,r,loc,x,-102.1,-101.9 spoint,,-102.0,-45.0,-612.0 fsum nelem /com /com next strip z = -510 to -306 Lines 5 to 6 /com /com /com Select all nodes in pad only /com esel,type,1 nelem eplo /com /com select strip x direction z = -510 to -306 /com nsel,r,loc,z,-510.1,-305.9 enode,1 /title,Pad Strip 5-6 -Line E eplo /com /com internal forces at x = 714.0 LINE E /com nsel,r, loc,x,713.9,714.1 spoint,,714.0,-45.0,-408.0 fsum nelem /com /com internal forces at x = 510.0 LINE D /com nsel,r,loc,x,-102.1,510.1 enode,1 /title,Pad Strip 5-6 -Line D eplo nsel,r,loc,x,509.9,510.1 spoint,,510.0,-45.0,-408.0 fsum nelem /com /com internal forces at x = 306.0 LINE C /com nsel,r,loc,x,-102.1,306.1 enode, 1 /title,Pad Strip 5-6 -Line C eplo nsel,r,loc,x,305.9,306.1 spoint,,306.0,-45.0,-408.0 fsum nelem /com /com internal forces at x = 102.0 LINE B Sheet 47 of 51 F I ENERCON SERVICES, INC. Appendix MD-4 to Calculation PGE-009-CALC-003

/com nsel,r, loc,x,-102.1,102.1 enode, 1 /title,Pad Strip 5-6 -Line B, Line A on far side eplo nsel,r, loc,x,101.9,102.1 spoint,,102.0,-45.0,-408.0 fsum nelem /com /com internal forces at x = -102.0 LINE A /com nsel,r,loc,x,-102.1,-101.9 spoint,,-102.0,-45.0,-408.0 fsum nelem /com /com next strip z = -306 to -102 Lines 6 to 7 /com /com /com Select all nodes in pad only / corn esel,type,1 nelem eplo /com /com select strip x direction z -306 to -102 /com nsel,r,loc,z,-306.1,-101.9 enode,1 /title,Pad Strip 6-7 -Line E eplo /com /com internal forces at x = 714.0 LINE E /com nsel,r, loc,x,713.9,714.1 spoint,,714.0,-45.0,-204.0 fsum nelem /com /com internal forces at x = 510.0 LINE D /com nsel,r,loc,x,-102.1,510.1 enode,1 /title, Pad Strip 6-7 -Line D eplo nsel,r, loc,x,509.9,510.1 spoint,,510.0,-45.0,-204.0 fsum nelem /com /com internal forces at x = 306.0 LINE C /com nsel,r,loc,x,-102.1,306.1 enode,1 /title,Pad Strip 6-7 -Line C eplo Sheet 48 of 51 F- ENERCON F

SERVICES, INC. Appendix MD-4 to Calculation PGE-009-CALC-003 nsel,r,loc,x,305.9,306.1 spoint,,306.0,-45.0,-204.0 fsum nelem /com /com internal forces at x = 102.0 LINE B /com nsel,r,loc,x,-102.1,102.1 enode, 1 /title,Pad Strip 6-7 Line B, Line A on far side eplo nsel,r, loc,x,101.9,102.1 spoint,,102.0,-45.0,-204.0 fsum nelem /com /com internal forces at x = -102.0 LINE A /com nsel,r,loc,x,-102.1,-101.9 spoint,,-102.0,-45.0,-204.0 fsum nelem /com /com next strip z = -102 to 102 Lines 7 to 8 /com /com /com Select all nodes in pad only /com esel,type, 1 nelem eplo /com /com select strip x direction z = -102 to 102 /cOm nsel,r,loc,z,-102.1,102.1 enode, 1 /title,Pad Strip 7-8 -Line E eplo /cOm /com internal forces at x = 714.0 LINE E /com nsel,r,loc,x,713.9,714.1 spoint,,714.0,-45.0,0.0 fsum nelem /com /com internal forces at x = 510.0 LINE D /com nsel,r, loc,x,-102.1,510.1 enode, 1 /title, Pad Strip 7-8 -Line D eplo nsel,r, loc,x,509.9,510.1 spoint,,510.0,-45.0,0.0 fsum nelem /com Sheet 49 of 51 ENERCON F ,SERVICES, INC. Appendix MD-4 to Calculation PGE-009-CALC-003

/com internal forces at x = 306.0 LINE C /com nsel,r,loc,x,-102.1,306.1 enode,1 /title,Pad Strip 7-8 -Line C eplo nsel,r, loc,x,305.9,306.1 spoint,,306.0,-45.0,0.0 fsum nelem /com /com internal forces at x = 102.0 LINE B /com nsel,r,loc,x,-102.1,102.1 enode,1 /title,Pad Strip 7-8 -Line B, Line A on far side eplo nsel,r, loc,x,101.9,102.1 spoint,,102.0,-45.0,0.0 fsum nelem /com /com internal forces at x = -102.OLINE A /com nsel,r,loc,x,-102.1,-101.9 spoint,,-102.0,-45.0,0.0 fsum nelem /com /com next strip z = 102 to 222 Lines 8 to 10 /com /com /com Select all nodes in pad only /com esel,type,1 nelem eplo /com /com select strip x direction z = 102 to 222 /com nsel,r,loc, z,101.9,222.1 enode,1 /title,Pad Strip 8-10 -Line E eplo /com /com internal forces at x = 714.0 LINE E /com nsel,r, loc,x,713.9,714.1 spoint,,714.0,-45.0,1 6 2.0 fsum nelem /com /com internal forces at x = 510.0 LINE D /com nsel,r,loc,x,-102.1,510.1 enode,1 /title,Pad Strip 8-10 -Line D Sheet 50 of 51 ENERCON SERVICES, INC. Appendix MD-4 to Calculation PGE-009-CALC-003 eplo nsel,r,loc,x,509.9,510.1 spoint,,510.0,-45.0,162.0 fsum nelem /com /com internal forces at x = 306.0 LINE C /com nsel,r,loc,x,-102.1,306.1 enode,1 /title,Pad Strip 8-10 -Line C eplo nsel,r,locx,305.9,306.1 spoint,,306.0,-45.0,162.0 fsum nelem /com /com internal forces at x = 102.0 LINE B /com nsel,r,loc,x,-102.1,102.1 enode,1 /title,Pad Strip 8-10 -Line B, Line A on far side eplo nsel,r, loc,x,101.9,102.1 spoint,,102.0,-45.0,162.0 fsum nelem /com /com internal forces at x -102.OLINE A /com nsel,r,loc,x,-102.1,-101.9 spoint,,-102.0,-45.0,162.0 fsum nelem /auto eall nall eplo /com /auto eall nall /RGB,INDEX, 0, 0, 0, 0 /RGB,INDEX, 60, 60, 60,13 /RGB,INDEX, 80, 80, 80,14 /RGB,INDEX, 100,100,100,15 eplo fini /output /exit Sheet 51 of 51 Sheet 1 of 109 ~' ~ENERCON F SERVICES,INC.

Appendix RL-1 to Calculation PGE-009-CALC-003 Originator:

Date: May 25, 2001 Reissued:

November 30, 2001 Appendix RL-1 Reaction Loads This Appendix presents reaction loads of the model for all 19 load cases. They are applicable to the soft rock, hard rock and very hard rock models. The first part of the calculation computes the expected forces. Input values are from Appendix AL-1. The sum of all applied loads are calculated followed by the sum of the forces at the pad/rock interface and the sum at the boundary of the rock. Since the rock is massless, the last two values are the same. Then the databases are scanned for the same data. The first input file that processes the data is provided.

This file processes data for both the soft rock and hard rock models in one execution, however, two output files are created. Then the results for the soft and hard rock analyses are provided.

This is then followed by the input and output files for the very hard rock model. A comparison of the expected forces and the forces scanned from the databases shows that the values are the same. This indicates that the analyses are in equilibrium and that, together with a review of the displacement plots, provides high confidence that the analyses are correct.

Appendix Contents Manual reaction calculations sheet 2 ANSYS input file for reactions for soft and hard rock models sheet 9 ANSYS output file for reactions for the soft rock model sheet 26 ANSYS output file for reactions for the hard rock model sheet 51 ANSYS input file for reactions for the very hard rock model sheet 76 ANSYS output file for reactions for the very hard rock model sheet 85 ENERCON Sheet 2 of 109 , 3 SERVICES, INC. Appendix RL-1 to Calculation PGE-009-CALC-003 Below are the calculations that compute the expected reactions from the ANSYS analyses:

Pad Weight is 68*105*7.5*0.15

= 8032.5 Kip Load Step 1 Gravity Sum of Applied Loads Fx =0 Fy = 360000*20

= 7200000 Fz =0 Sum of Forces at Pad/Rock Interface and at Rock Boundary Fx =0 Fy = 360000*20

+ 8032500 = 15232500 Fz = 0 Load Step 2 -Apply in the North (Z) direction:

Sum of Applied Loads Fx =0 Fy= 267040*20

= 5340800 Fz= 515000*20

= 10300000 Sum of Forces at Pad/Rock Interface and at Rock Boundary Fx = =0 Fy = 267040*20

+ 0.800*8032500

= 11766800 Fz = 515000*20

+ 0.808*8032500

= 16790260 Load Step 3 -Apply in the North 32.93 degrees West direction:

Sum of Applied Loads Fx = 279961*20

= 5599220 Fy = 267040*20

= 5340800 Fz = 432258*20

= 8645160 Sum of Forces at Pad/Rock Interface and at Rock Boundary Fx = 279961*20

+ 0.439 *8032500 = 9125488 Fy = 267040*20

+ 0.800*8032500

= 11766800 ENERCON F. SERVICES, INC. Appendix RL-1 to Calculation PGE-009-CALC-003 Fz = 432258*20

+ 0.678*8032500

= 14091195 Load Step 4 -Apply in the North 45 degrees West direction:

Sum of Applied Loads Fx = 364160*20 Fy = 267040*20 Fz = 364160*20 Sheet 3 of 109= 7283200 = 5340800 = 7283200 Sum of Forces at Pad/Rock Interface and at Rock Boundary Fx=364160*20+0.571*8032500

= 11869758 Fy=267040*20+0.800*8032500

= 11766800 Fz=364160*20+0.571*8032500

= 11869758 Load Step 5 -Apply in the North 57.07 degrees West direction:

Sum of Applied Loads Fx = 432258*20 Fy = 267040*20 Fz = 279961*20= 8645160 = 5340800 = 5599220 Sum of Forces at Pad/Rock Interface and at Rock Boundary Fx = 432258*20

+ 0.678*8032500 Fy = 267040*20

+ 0.800*8032500 Fz = 279961*20

+ 0.439*8032500 Load Step 6 -Apply in the West direction Sum of Applied Loads= 14091195 = 11766800 = 9125488 Fx = 515000*20 Fy = 267040*20 Fz= 10300000 = 5340800 = 0 Sum of Forces at Pad/Rock Interface and at Rock Boundary Fx = 515000*20

+ 0.808*8032500

= 16790260 Fy= 267040*20

+ 0.800*8032500

= 11766800 Fz =0 Sheet 4 of 109JENERCON F SERVICES, INC. Appendix RL-1 to Calculation PGE-009-CALC-003 Load Step 7 -Apply in the North direction Sum of Applied Loads Fx Fy = 127600*20 Fz= 206000*20=0 =2552000 = 4120000 Sum of Forces at Pad/Rock Interface and at Rock Boundary Fy = 127600*20

+ 0.500*8032500

= 6568250 Fz = 206000*20

+ 0.424*8032500

= 7525780 Load Step 8 -Apply in the West direction:

Sum of Applied Loads Fx= 206000*20 Fy = 127600*20 Fz= 4120000 = 2552000 = 0 Sum of Forces at Pad/Rock Interface and at Rock Boundary Fx = 206000*20

+ 0.424*8032500 Fy = 127600*20

+ 0.500*8032500 Fz Load Step 9 -Apply in the North direction:

Sum of Applied Loads= 7525780 = 6568250 = 0 Fx=0 Fx Fy = 773300*20 Fz = 171200*20=0 = 15466000 = 3424000 Sum of Forces at Pad/Rock Interface and at Rock Boundary Fx=0 Fy = 773300*20

+ 1.500*8032500

= 27514750 Fz= 171200*20

+ 0.424*8032500

= 6829780 Load Step 10 -Apply in the West direction:

F ENERCONFA SERVICES, INC. Appendix RL-1 to Calculation PGE-009-CALC-003 Sum of Applied Loads Fx= 171200*20 Fy= 773300*20 Fz Sheet 5 of 109= 3424000 = 15466000 = 0 Sum of Forces at Pad/Rock Interface and at Rock Boundary Fx = 171200*20

+ 0.424*8032500

= 6829780 Fy = 773300*20

+ 1.500*8032500

= 27514750 Fz =0 Load Step 11 -Apply in the North (Z) direction:

Sum of Applied Loads Fx Fy= 258320*20 Fz= 440000*20=0 = 5166400 = 8800000 Sum of Forces at Pad/Rock Interface and at Rock Boundary Fx =0 Fy = 258320*20

+ 0.720*8032500

= 10949800 Fz = 440000*20

+ 0.894*8032500

= 15981055 Load Step 12 -Apply in the North 32.93 degrees West direction:

Sum of Applied Loads Fx= 239190*20 Fy= 258320*20 Fz= 369308*20= 4783800 = 5166400 = 7386160 Sum of Forces at Pad/Rock Interface and at Rock Boundary Fx = 239190*20

+ 0.486*8032500

= 8687595 Fy = 258320*20

+ 0.720*8032500

= 10949800 Fz = 369308*20

+ 0.750*8032500

= 13410535 Load Step 13 -Apply in the North 45 degrees West direction:

Sum of Applied Loads ENERCON F SERVICES, INC. Appendix RL-1 to Calculation PGE-009-CALC-003 Fx =311127*20 Fy= 258320*20 Fz= 311127*20 Sheet 6 of 109= 6222540 = 5166400 = 6222540 Sum of Forces at Pad/Rock Interface and at Rock Boundary Fx=311127*20+0.632*8032500

= 11299080 Fy = 258320*20

+ 0.720*8032500

= 10949800 Fz=311127*20+0.632*8032500

= 11299080 Load Step 14 -Apply in the North 57.07 degrees West direction:

Sum of Applied Loads Fx = 369308*20 Fy = 258320*20 Fz= 239190*20= 7386160 = 5166400 = 4783800 Sum of Forces at Pad/Rock Interface and at Rock Boundary Fx = 369308*20

+ 0.750*8032500 Fy = 258320*20

+ 0.720*8032500 Fz= 239190*20

+ 0.486*8032500 Load Step 15 -Apply in the West direction:

Sum of Applied Loads= 13410535 = 10949800 = 8687595 Fx = 440000*20 Fy= 258320*20 Fz Sum of Forces at Pad/Rock Interface and at Rock Boundary Fx = 440000*20

+ 0.894*8032500 Fy = 258320*20

+ 0.720*8032500 Fz= 15981055 = 10949800 = 0 Load Step 16 -Apply in the North direction:

Sum of Applied Loads Fx Fy= 105800*20-0 =2116000= 8800000 = 5166400 = 0 ENERCON SSERVICES, INC. Appendix RL-l to Calculation PGE-009-CALC-003 Fz = 176000*20 Sheet 7 of 109= 3520000 Sum of Forces at Pad/Rock Interface and at Rock Boundary Fx = 0 Fy = 105800*20

+ 0.300*8032500

= 4525750 Fz = 176000*20

+ 0.470*8032500

= 7295275 Load Step 17 -Apply in the West direction:

Sum of Applied Loads Fx = 176000*20 Fy = 105800*20 Fz= 3520000 = 2116000 = 0 Sum of Forces at Pad/Rock Interface and at Rock Boundary Fx = 176000*20

+ 0.470*8032500

= 7295275 Fy = 105800*20

+ 0.300*8032500

= 4525750 Fz=0 Load Step 18 -Apply in the North direction:

Sum of Applied Loads Fx Fy = 55600*20 Fz = 156000*20 Fx=0 -1112000 = 3120000 Sum of Forces at Pad/Rock Interface and at Rock Boundary Fy = 55600*20 + 0.300*8032500

= 3521750 Fz = 156000*20

+ 0.470*8032500

= 6895275 Load Step 19 -Apply in the West direction:

Sum of Applied Loads Fx = 156000*20 Fy =55600*20 Fz= 3120000 = 1112000 = 0=0 ENERCON Eu SERVICES, INC. Appendix RL-1 to Calculation PGE-009-CALC-003 Sheet 8 of 109 Sum of Forces at Pad/Rock Interface and at Rock Boundary Fx = 156000*20

+ 0.470*8032500 Fy = 55600*20 + 0.300*8032500 Fz= 6895275 = 3521750 = 0 Sheet 9 of 109 ENERCON F SERVICES, INC. Appendix RL-1 to Calculation PGE-009-CALC-003 Below is the file that scans the ANSYS database for the applied forces, the forces at the pad/rock interface and the boundary forces on the rock. It creates two output files, one for the soft rock model and one for the hard rock model. /com, /com, This routine processes load results data for the /com, evaluation of equilibrium.

/com /com, Soft Rock Load Step Results /com /output,padsoftreac,out

/com / corn *************************************************************************

/ corn *************************************************************************

/ corn /COrN *************************************************************************

/com *************************************************************************

/COrN *************************************************************************

/com /com ************

Soft Rock Reactions

/com /file,dcslabs2 resume /postl /com /***/com *************************************************************************

/com **********************************************************************

/com

LOAD CASE 1

set,1 eall cmsel,s,cask

/com /com

SUM OF LOADS APPLIED TO CASKS ******* fsum esel,type,1 cmsel,s,base

/com /com ******** LOADS TRANSMITTED THRU CONCRETE/ROCK INTERFACE

fsum esel,type,2 cmsel,s,boundary

/com /com ******** LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

- - - - fsum /com /com /com *************************************************************************

/com *************************************************************************

/coN *************************

LOAD CASE 2

set,2 eall cmsel,s,cask

/com Sheet 10 of 109 r ~ ENERCON r. SERVICES, INC. Appendix RL-1 to Calculation PGE-009-CALC-003

/com

SUM OF LOADS APPLIED TO CASKS

fsum esel,type,l cmsel,s,base

/com /com ******** LOADS TRANSMITTED THRU CONCRETE/ROCK INTERFACE

fsum esel,type,2 cmsel,s,boundary

/com /com

LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

fsum /COm /Com /com * /com*****

- - - ****************

/com

LOAD CASE 3

set,3 eall cmsel,s,cask

/com /com ******** SUM OF LOADS APPLIED TO CASKS

fsum esel,type,l cmsel,s,base

/com /com ******** LOADS TRANSMITTED THRU CONCRETE/ROCK INTERFACE

fsum esel,type,2 cmsel,s,boundary

/com /com ******** LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS fsum /com /com /COm ************************************************************************

/Cam *************************************************************************

/com *************************

LOAD CASE 4

set,4 eall cmsel,s,cask

/com /com ******** SUM OF LOADS APPLIED TO CASKS fsum esel,type,l cmsel,s,base

/com /com ******** LOADS TRANSMITTED THRU CONCRETE/ROCK INTERFACE

- - - - fsum esel,type,2

/com cmsel,s,boundary

/com ******** LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

Sheet 11 of 109 SERVICES, INC. Appendix RL-1 to Calculation PGE-009-CALC-003 f sum /com /com /com *************LOAD CASE 5 *****************

set,5 eall cmsel,s,cask

/com /com ******** SUM OF LOADS APPLIED TO CASKS****

fsum esel,type,l cmsel,s,base

/com /com ******** LOADS TRANSMITTED THRU CONCRETE/ROCK INTERFACE****

fsum esel,type,2 cmsel,s,boundary

/COm /com ******** LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS****

fsum /com /com /com *************LOAD CASE 6 *****************

set,6 eall cmsel,s,cask

/com /com ******** SUM OF LOADS APPLIED TO CASKS****

fsum esel,type,l cmsel,s,base

/com /com ******** LOADS TRANSMITTED THRU CONCRETE/ROCK INTERFACE****

fsum esel,type,2 cmsel,s,boundary

/com /com ******** LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS****

fsum /com /com /com *************LOAD CASE 7 *****************

set,7 eall cmsel,s,cask

/com .. * /com ******** SUM OF LOADS APPLIED TO CASKS****

Sheet 12 of 109 r :J ENERCON r. SERVICES, INC. Appendix RL-1 to Calculation PGE-009-CALC-003 f sum esel,type,l cmsel,s,base

/Com /com ******** LOADS TRANSMITTED THRU CONCRETE/ROCK INTERFACE

- - - fsum esel,type,2 cmsel,s,boundary

/com /com ******** LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

- - - - fsum /com /com / corn *************************************************************************

/ corn *************************************************************************

/com *************************

LOAD CASE 8 **********************************

set,8 eall cmsel,s,cask

/com /com ******** SUM OF LOADS APPLIED TO CASKS ******* fsum esel,type,l cmsel,s,base

/com /com ******** LOADS TRANSMITTED THRU CONCRETE/ROCK INTERFACE

fsum esel,type,2 cmsel,s,boundary

/com /com ******** LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

fsum /com /com /com *************************************************************************

/com *************************

LOAD CASE 9 **********************************

set,9 eall cmsel,s,cask

/com /com ******** SUM OF LOADS APPLIED TO CASKS ******* fsum esel,type,l cmsel,s,base

/com /com ******** LOADS TRANSMITTED THRU CONCRETE/ROCK INTERFACE

fsum esel,type,2 cmsel,s,boundary

/com /com ******** LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

- - - - fsum Sheet 13 of 109 E l ENERCON F SERVICES, INC. Appendix RL-1 to Calculation PGE-009-CALC-003

/COm /com /com *************************

LOAD CASE 10

set,10 eall cmsel,s,cask

/com /com ******** SUM OF LOADS APPLIED TO CASKS

fsum esel,type, l cmsel,s,base

/com /com ******** LOADS TRANSMITTED THRU CONCRETE/ROCK INTERFACE

- - - - fsum esel,type,2 cmsel,s,boundary

/com /com ******** LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

- - - - fsum /com /com /Com *************************

LOAD CASE 11 *********************************

set,11 eallr cmsel,s,cask

/com /com ******** SUM OF LOADS APPLIED TO CASKS ******* fsum esel,type,l cmsel,s,base

/com /com ******** LOADS TRANSMITTED THRU CONCRETE/ROCK INTERFACE

- - - - fsum esel,type,2 cmsel,s,boundary

/com /com ******** LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

- - - - f sum /corn /com /corn / corn /com

LOAD CASE 12 *********************************

set,12 eallr cmsel,s,cask

/corn Sheet 14 of 109 FENERCON S SERVICES, INC. Appendix RL-1 to Calculation PGE-009-CALC-003

/com ******** SUM OF LOADS APPLIED TO CASKS

fsum esel,type,l cmsel,s,base

/com /com ******** LOADS TRANSMITTED THRU CONCRETE/ROCK INTERFACE

- - - fsum esel,type,2 cmsel,s,boundary

/com /com ******** LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

f sum /com /com /com /com /corn *************************************************************************

/com

LOAD CASE 13

set,13 eallr cmsel,s,cask

/com /com ******** SUM OF LOADS APPLIED TO CASKS ******* fsum esel,type,l cmsel,s,base

/com /com ******** LOADS TRANSMITTED THRU CONCRETE/ROCK INTERFACE

fsum esel,type,2 cmsel,s,boundary

/com /com ******** LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

fsum /com /com /com /com /com

LOAD CASE 14

set,14 eallr cmsel,s,cask

/com /com ******** SUM OF LOADS APPLIED TO CASKS

fsum esel,type,l cmsel,s,base

/com /com ******** LOADS TRANSMITTED THRU CONCRETE/ROCK INTERFACE

- - - - f sum Sheet 15 of 109 r 'iENERCON F 3 SERVICES, INC. Appendix RL-1 to Calculation PGE-009-CALC-003 esel,type,2 cmsel,s,boundary

/com /com ******** LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS f sum /com /com /com /Com lcom *************************************************************************

/com *************************

LOAD CASE 15

set,15 eallr cmsel,s,cask

/Com /com

SUM OF LOADS APPLIED TO CASKS ******* fsum esel,type,l cmsel,s,base

/com /com ******** LOADS TRANSMITTED THRU CONCRETE/ROCK INTERFACE fsum esel,type,2 cmsel,s,boundary

/com /com ******** LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

- - - - fsum /com /com /com loom /com *************************

LOAD CASE 16

set,16 eallr cmsel,s,cask

/com /com ******** SUM OF LOADS APPLIED TO CASKS ******* fsum esel,type,l cmsel,s,base

/com /com ******** LOADS TRANSMITTED THRU CONCRETE/ROCK INTERFACE

- - - - fsum esel,type,2 cmsel,s,boundary

/com /com ******** LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

- - - - fsum /com /com Sheet 16 of 109 r]ENERCON

SERVICES, INC. Appendix RL-1 to Calculation PGE-009-CALC-003

/com /com / corn *************************************************************************

/ corn *************************************************************************

/ corn *************

LOAD CASE 17 *********************************

set, 17 ealir crnsel, s, cask /com /com

SUM OF LOADS APPLIED TO CASKS ******* f surn esel,type,1 cmsel,s,base

/com /com ******** LOADS TRANSMITTED TRU CONCRETE/ROCK INTERFACE T*CA fsum esel,type,2 cmsel,s,boundary

/com /com ******** LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

fsum /Com /com /com /com /Com ************************************************************************

/com ****************

/com *************************

LOAD CASE 18 *********************************

set,18 eallr cmsel,s,cask

/com /com ******** SUM OF LOADS APPLIED TO CASKS ******* fsum esel,type,l cmsel,s,base

/com /com ******** LOADS TRANSMITTED THRU CONCRETE/ROCK INTERFACE

- - - - fsum esel,type,2 cmsel,s,boundary

/com /com ******** LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

- - fsum /com /com /com /com /com

LOAD CASE 19

set,19 eallr Sheet 17 of 109 F AINC. Appendix RL-1 to Calculation PGE-009-CALC-003 cmsel,s,cask

/comr /com ******** SUM OF LOADS APPLIED TO CASKS ******* fsum esel,type,l cmsel,s,base

/com /com ******** LOADS TRANSMITTED THRU CONCRETE/ROCK INTERFACE

- - - - fsum esel,type,2 cmsel,s,boundary

/com /com ******** LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

- - - - fsum /com /com finish /output,padhardreac,out

/corn /comr /comr /comr /com *************************************************************************

/com *************************************************************************

/ corn /com ************************

Hard Rock Reactions

/ corn /file,dcslabh2 resume /postl /com /corn *************************************************************************

/com

LOAD CASE 1

set,1 eall cmsel,s,cask

/com /com ******** SUM OF LOADS APPLIED TO CASKS ******* fsum esel,type, l cmsel,s,base

/com /com ******** LOADS TRANSMITTED THRU CONCRETE/ROCK INTERFACE

- - - - fsum esel,type,2 cmsel,s,boundary

/com /com ******** LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

- - - - fsum /comr /com ENRCONSheet 18 of 109 SERVICES, INC. Appendix RL-1 to Calculation PGE-009-CALC-003

/com *************************

LOAD CASE 2 **********************************

set,2 eall cmsel,s,cask

/com /com ******** SUM OF LOADS APPLIED TO CASKS ****** fsum esel,type,l cmsel,s,base

/com /com ******** LOADS TRANSMITTED THRU CONCRETE/ROCK INTERFACE

fsum esel,type,2 cmsel,s,boundary

/Com /com ******** LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

- - - - f sum /com /com /oom *************************************************************************

/ com /com *************************

LOAD CASE 3 **********************************

set,3 eall cmsel,s,cask

/com /com ******** SUM OF LOADS APPLIED TO CASKS **** fsum esel, type, 1 cmsel,s,base

/com /com ******** LOADS TRANSMITTED THRU CONCRETE/ROCK INTERFACE

fsum esel,type,2 ctnsel,s,boundary

/com /com ******** LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

- - fsum /Com /com /com *************************************************************************

/comr /com *************************

LOAD CASE 4 **********************************

set,4 eall cmsel,s,cask

/com /com ******** SUM OF LOADS APPLIED TO CASKS ******* fsum esel,type,l cmsel,s,base Sheet 19 of 109 ENERCON F SERVICES, INC. Appendix RL-1 to Calculation PGE-009-CALC-003

/com /com

LOADS TRANSMITTED THRU CONCRETE/ROCK INTERFACE

- - - - fsum esel,type,2 cmsel,s,boundary

/com /com ******** LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

- - - - fsum /COm /com /com ************************************************************

/com ******* *** LOAD CASE 5

set,5 eall cmsel,s,cask

/com /com ******** SUM OF LOADS APPLIED TO CASKS ******* fsum esel,type,1 cmsel,s,base

/com /com ******** LOADS TRANSMITTED THRU CONCRETE/ROCK INTERFACE

- - - - fsum esel,type,2 cmsel,s,boundary

"/com /com ******** LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

- - - - fsum /com /com /com *************************

LOAD CASE6 **********************************

set,6 eall cmsel,s,cask

/com /com ******** SUM OF LOADS APPLIED TO CASKS ******* fsum esel,type,l cmsel, s,base /com /com ******** LOADS TRANSMITTED THRU CONCRETE/ROCK INTERFACE

- - - - fsum esel,type,2 cmsel,s,boundary

/com /com ******** LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

- - - - fsum /com /com /com *************************************************************************

Sheet 20 of 109 r JENERCON F SERVICES, INC. Appendix RL-1 to Calculation PGE-009-CALC-003

/ corn *************************************************************************

/com

LOAD CASE 7 **********************************

set,7 eall cmsel,s,cask

/com /com ******** SUM OF LOADS APPLIED TO CASKS

fsum esel,type,l cmsel,s,base

/com /com ******** LOADS TRANSMITTED THRU CONCRETE/ROCK INTERFACE

fsum esel,type,2 cmsel,s,boundary

/com /com ******** LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

fsum /com /com /com *************************************************************************

/torn *************************************************************************

/com *************************

LOAD CASE 8 **********************************

set,8 eall cmsel,s,cask

/com /com ******** SUM OF LOADS APPLIED TO CASKS

fsum esel,type,l cmsel,s,base

/com /com ******** LOADS TRANSMITTED THRU CONCRETE/ROCK INTERFACE

- - - - fsum esel,type,2 cmsel,s,boundary

/com /com ******** LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

- - - - fsum /com /com /com *************************************************************************

/com ************************************************************************

/com

LOAD CASE 9

set,9 eall cmsel,s,cask

/com /com ******** SUM OF LOADS APPLIED TO CASKS

fsum esel,type,l cmsel,s,base

/com Sheet 21 of 109 F ]ENERCON SERVICES, INC. Appendix RL-1 to Calculation PGE-009-CALC-003

/com ******** LOADS TRANSMITTED THRU CONCRETE/ROCK INTERFACE

- - - - fsum esel,type,2 cmsel,s,boundary

/com /com ******** LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

- - - - fsum /com /com /com **************************************

/com ******************************************

/com *************************

LOAD CASE 10

set,10 eall cmsel,s,cask

/com /com ******** SUM OF LOADS APPLIED TO CASKS ******* fsum esel,type,l cmsel,s,base

/com /com ******** LOADS TRANSMITTED THRU CONCRETE/ROCK INTERFACE

- - - - fsum esel,type,2 cmsel,s,boundary

/com --/com ******** LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

- - - - fsum /com /com /com *************************

LOAD CASE 11** set,11 eallr cmsel,s,cask

/com /com ******** SUM OF LOADS APPLIED TO CASKS

fsum esel,type, l cmsel,s,base

/com /com ******** LOADS TRANSMITTED THRU CONCRETE/ROCK INTERFACE

- - - - fsum esel,type,2 cmsel,s,boundary

/com /com ******** LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

- - - - fsum /com /com /com /com Sheet 22 of 109 ENERCON F SERVICES, INC. Appendix RL-1 to Calculation PGE-009-CALC-003

/ co ************************************************************************

/com *********************************************************************.

/com *************************

LOAD CASE 12

set,12 eallr cmsel,s,cask

/com /com ******** SUM OF LOADS APPLIED TO CASKS ******* fsum esel,type,l cmsel,s,base

/com /com ******** LOADS TRANSMITTED THRU CONCRETE/ROCK INTERFACE

- - - - fsum esel,type,2 cmsel,s,boundary

/com /com ******** LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

fsum /com /com /com /com / corn *************************************************************************

/com *************************

LOAD CASE 13 *********************************

set,13 eallr cmsel,s,cask

/com /com ******** SUM OF LOADS APPLIED TO CASKS **** fsum esel,type,l cmsel,s,base

/com /com ******** LOADS TRANSMITTED THRU CONCRETE/ROCK INTERFACE

fsum esel,type,2 cmsel,s,boundary

/com /com ******** LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

fsum /com /Com /com /com /com

LOAD CASE 14

set,14 eallr cmsel,s,cask

/com Sheet 23 of 109 ENERCON F SERVICES, INC. Appendix RL-1 to Calculation PGE-009-CALC-003

/com SUM OF LOADS APPLIED TO CASKS ******* fsum esel,type,l cmsel,s,base

/com /com ******** LOADS TRANSMITTED THRU CONCRETE/ROCK INTERFACE

- - - - f sum esel,type,2 cmsel,s,boundary

/com /com ******** LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

- - - - fsum /com /com /com /com loom *************************************************************************

/com *************************

LOAD CASE 15

set,15 eallr cmsel,s,cask

/com /com ******** SUM OF LOADS APPLIED TO CASKS

fsum esel,type, l "cmsel,s,base

/com /com ******** LOADS TRANSMITTED THRU CONCRETE/ROCK INTERFACE

- - - - fsum esel,type,2 cmsel,s,boundary

/com /com ******** LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS fsum /COm /com /com /com /com *************LOAD CASE 16*****************

set,16 eallr cmsel,s,cask

/com /com ******** SUM OF LOADS APPLIED TO CASKS****

fsum esel,type,l cmsel,s,base

/com /com ******** LOADS TRANSMITTED THRU CONCRETE/ROCK INTERFACE****

fsum Sheet 24 of 109 r jENERCON rSERVICES, INC. Appendix RL-1 to Calculation PGE-009-CALC-003 esel,type,2 cmsel,s,boundary

/com /com ******** LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

fsum /com /com /com /com /corn *************************************************************************

/com *************************

LOAD CASE 17 *********************************

set,17 eallr cmsel,s,cask

/com /com ******** SUM OF LOADS APPLIED TO CASKS ******* fsum esel,type,l cmsel,s,base

/com /com ******** LOADS TRANSMITTED THRU CONCRETE/ROCK INTERFACE

fsum esel,type,2 cmsel,s,boundary

/com /com ******** LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

fsum /com /com /com /com /corn *************************************************************************

/com *************************

LOAD CASE 18

set,18 eallr cmsel,s,cask

/com /com ******** SUM OF LOADS APPLIED TO CASKS ******* fsum esel,type,l cmsel,s,base

/com /com ******** LOADS TRANSMITTED THRU CONCRETE/ROCK INTERFACE

- - - fsum esel,type,2 cmsel,s,boundary

/com /com ******** LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

fsum /com /com Sheet 25 of 109 F l SERVICES, INC. Appendix RL-1 to Calculation PGE-009-CALC-003

/com /COm /com *************************

LOAD CASE 19 *********************************

set,19 eallr cmsel,s,cask

/com /com ******** SUM OF LOADS APPLIED TO CASKS ******* f sum esel,type,1 cmsel,s,base

/com /com ******** LOADS TRANSMITTED THRU CONCRETE/ROCK INTERFACE

fsum esel,type,2 cmsel,s,boundary

/Com /com ******** LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

- - - - fsum /com /com fini /output /exit Sheet 26 of 109 rENERCON rESERVICES, INC. Appendix RL-1 to Calculation PGE-009-CALC-003 Below are the equilibrium results for the soft rock analyses:

- ***** ****** *** * **** *** ************************

Soft Rock Reactions

CURRENT JOBNAME REDEFINED AS dcslabs2 RESUME ANSYS DATA FROM FILE NAME=dcslabs2.db

- - ANSYS GLOBAL STATUS *** TITLE = Pad, LTSP(4), 20 Casks, 156 Kips West (X), Max Up, Soft Rock ANALYSIS TYPE = STATIC (STEADY-STATE)

NUMBER OF ELEMENT TYPES = 6 15348 ELEMENTS CURRENTLY SELECTED.

MAX ELEMENT NUMBER = 33177 17051 NODES CURRENTLY SELECTED.

MAX NODE NUMBER = 17051 259 KEYPOINTS CURRENTLY SELECTED.

MAX KEYPOINT NUMBER = 259 250 LINES CURRENTLY SELECTED.

MAX LINE NUMBER = 396 181 AREAS CURRENTLY SELECTED.

MAX AREA NUMBER = 295 70 VOLUMES CURRENTLY SELECTED.

MAX VOL. NUMBER = 70 11 COMPONENTS CURRENTLY DEFINED MAXIMUM LINEAR PROPERTY NUMBER = 5 MAXIMUM REAL CONSTANT SET NUMBER = 6 ACTIVE COORDINATE SYSTEM = 0 (CARTESIAN)

MAXIMUM CONSTRAINT EQUATION NUMBER = 4620 NUMBER OF SPECIFIED CONSTRAINTS

= 2193 NUMBER OF NODAL LOADS -2160 CURRENT LOAD CASE = 0 OF 0 "LOAD SET = 19 SUBSTEP = 1 TIME/FREQ

= 19.000 INITIAL JOBNAME = dcslabs2 CURRENT JOBNAME = dcslabs2 ***** ANSYS -ENGINEERING ANALYSIS SYSTEM RELEASE 5.7 ANSYS/Structural U 00150104 VERSION=INTEL NT 09:58:36 APR 12, 2001 CP= 3.635 Pad, LTSP(4), 20 Casks, 156 Kips West (X), Max Up, Soft Rock ***** ANSYS RESULTS INTERPRETATION (POST1) *****ENTER /SHOW,DEVICE-NAME TO ENABLE GRAPHIC DISPLAY Sheet 27 of 109 F !IENERCON F 3 SERVICES, INC. Appendix RL-1 to Calculation PGE-009-CALC-003 ENTER FINISH TO LEAVE POST1 *** NOTE *** CP= 3.635 TIME= 09:58:36 Reading results into the database (SET command) will update the current displacement and force boundary conditions in the database with the values from the results file for that load set. Note that any subsequent solutions will use these values unless action is taken to either SAVE the current values or not overwrite them (/EXIT,NOSAVE).

LOAD CASE 1 **********************************

USE LOAD STEP 1 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 1 SUBSTEP= 1 CUMULATIVE ITERATION=

4 TIME/FREQUENCY=

1.0000 TITLE= Pad, Gravity, 20 Casks, Soft Rock 15348 ELEMENTS (OF 15348 DEFINED) SELECTED BY EALL COMMAND.

SELECT COMPONENT CASK ******** SUM OF LOADS APPLIED TO CASKS ******* ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

FX = -0.2721180E-05 FY = 7200000.

FZ = 0.2814517E-04 MX = 0.2937600E+10 MY = -0.1065199E-01 MZ = 0.2203200E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 ESEL FOR LABEL= TYPE FROM 1 TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT COMPONENT BASE ******** LOADS TRANSMITTED THRU CONCRETE/ROCK INTERFACE

- - - - ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

FX = -0.5456018E-04 FY = -0.1523250E+08 FZ = 0.3169748E-04 MX = -0.6214860E+10 MY = 0.2822164E-01 MZ = -0.4661145E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 Sheet 28 of 109 F ENERCON ,INC. Appendix RL-1 to Calculation PGE-009-CALC-003 ESEL FOR LABEL= TYPE FROM 2 TO 2 BY 1 1728 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT COMPONENT BOUNDARY ******** LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

- - - - ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

FX = 0.9844398E-06 FY = -0.1523250E+08 FZ = -0.9289377E-03 MX = -0.6214860E+10 MY = 0.2820099 MZ = -0.4661145E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 *************************

LOAD CASE 2 *******************************

USE LOAD STEP 2 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 2 SUBSTEP= 1 CUMULATIVE ITERATION=

17 TIME/FREQUENCY=

2.0000 TITLE= Pad, HE(1), 20 Casks, 515 Kips North (Z), Soft Rock 15348 ELEMENTS (OF 15348 DEFINED) SELECTED BY EALL COMMAND.

SELECT COMPONENT CASK ******** SUM OF LOADS APPLIED TO CASKS ******* ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

FX = 0.8543066E-05 FY = 5340800.

FZ = -0.1030000E+08 MX = 0.9584964E+09 MY = 0.3151800E+10 MZ = 0.1634285E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 ESEL FOR LABEL= TYPE FROM 1 TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT COMPONENT BASE Sheet 29 of 109 r ~3ENERCON

r. SERVICES, INC. Appendix RL-1 to Calculation PGE-009-CALC-003 LOADS TRANSMITTED THRU CONCRETE/ROCK INTERFACE

- - - - ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

- - - - FX = 0.5526232E-04 FY = -0.1176680E+08 FZ = 0.1679026E+08 MX = -0.3872366E+10 MY = -0.5137820E+10 MZ = -0.3600641E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 ESEL FOR LABEL= TYPE FROM 2 TO 2 BY 1 1728 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT COMPONENT BOUNDARY ******** LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

- - - - ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

- - - - FX = 0.9438505E-05 FY = -0.1176680E+08 FZ = 0.1679026E+08 MX = -0.3872366E+10 MY = -0.5137820E+10 MZ = -0.3600641E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 *******************

LOAD CASE 3 **********************************

USE LOAD STEP 3 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 3 SUBSTEP= 1 CUMULATIVE ITERATION=

26 TIME/FREQUENCY=

3.0000 TITLE= Pad, HE(1), 20 Casks, 515 Kips N 32.93 W (Z,X), Soft Rock 15348 ELEMENTS (OF 15348 DEFINED) SELECTED BY EALL COMMAND.

SELECT COMPONENT CASK ******** SUM OF LOADS APPLIED TO CASKS ******* ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

- - FX = -5599220.

FY = 5340800.

FZ = -8645160.

MX = 0.1154595E+10 N,-.-

!ENERCON Sheet 30 of 109 F A SERVICES, INC. Appendix RL-1 to Calculation PGE-009-CALC-003 MY = 0.4929901E+10 MZ = 0.2297792E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 ESEL FOR LABEL= TYPE FROM 1 TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT COMPONENT BASE ******** LOADS TRANSMITTED THRU CONCRETE/ROCK INTERFACE

***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

- - - - FX = 9125487.

FY = -0.1176680E+08 FZ = 0.1409120E+08 MX = -0.4021475E+10 MY = -0.8035105E+10 MZ = -0.4105466E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 ESEL FOR LABEL= TYPE FROM 2 TO 2 BY 1 1728 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT COMPONENT BOUNDARY ******** LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

- - - - FX = 9125487.

FY = -0.1176680E+08 FZ = 0.1409119E+08 MX = -0.4021475E+10 MY = -0.8035105E+10 MZ = -0.4105466E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 *************************

LOAD CASE 4 **********************************

USE LOAD STEP 4 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 4 SUBSTEP= 1 CUMULATIVE ITERATION=

30 TIME/FREQUENCY=

4.0000 TITLE= Pad, HE(l), 20 Casks, 515 Kips N 45 W (Z,X), Soft Rock Sheet 31 of 109 SENERCON F. SERVICES, INC. Appendix RL-1 to Calculation PGE-009-CALC-003 15348 ELEMENTS (OF 15348 DEFINED) SELECTED BY EALL COMMAND.

SELECT COMPONENT CASK ******** SUM OF LOADS APPLIED TO CASKS ****** ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

- - - - FX = -7283200.

FY = 5340800.

FZ = -7283200.

MX = 0.1315987E+10 MY = 0.5200205E+10 MZ = 0.2497344E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 ESEL FOR LABEL= TYPE FROM 1 TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT COMPONENT BASE ******** LOADS TRANSMITTED THRU CONCRETE/ROCK INTERFACE

***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

- - - - FX = 0.1186976E+08 FY = -0.1176680E+08 FZ = 0.1186976E+08 MX = -0.4144190E+10 MY = -0.8475007E+10 MZ = -0.4257305E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 ESEL FOR LABEL= TYPE FROM 2 TO 2 BY 1 1728 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT COMPONENT BOUNDARY ******** LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

- - - - FX = 0.1186976E+08 FY = -0.1176680E+08 FZ = 0.1186976E+08 MX = -0.4144190E+10 MY = -0.8475007E+10 MZ = -0.4257305E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 Sheet 32 of 109 ENERCON F SERVICES, INC. Appendix RL-1 to Calculation PGE-009-CALC-003

LOAD CASE 5 **********************************

USE LOAD STEP 5 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 5 SUBSTEP= 1 CUMULATIVE ITERATION=

34 TIME/FREQUENCY=

5.0000 TITLE= Pad, HE(1), 20 Casks, 515 Kips N 57.07 W (Z,X), Soft Rock 15348 ELEMENTS (OF 15348 DEFINED) SELECTED BY EALL COMMAND.

SELECT COMPONENT CASK ******** SUM OF LOADS APPLIED TO CASKS ***** ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

- - - - FX = -8645160.

FY = 5340800.

FZ = -5599220.

MX = 0.1515539E+10 MY = 0.5240587E+10 MZ = 0.2658736E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 ESEL FOR LABEL= TYPE FROM 1 TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT COMPONENT BASE ******** LOADS TRANSMITTED THRU CONCRETE/ROCK INTERFACE

- - - - ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

- - FX = 0.1409120E+08 FY = -0.1176680E+08 FZ = 9125487.

MX = -0.4296029E+10 MY = -0.8541607E+10 MZ = -0.4380021E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 ESEL FOR LABEL= TYPE FROM 2 TO 2 BY 1 1728 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT COMPONENT BOUNDARY ******** LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

Sheet 33 of 109 F ENERCON SERVICES, INC. Appendix RL-1 to Calculation PGE-009-CALC-003

- - - - SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

- - - - FX = 0.1409119E+08 FY = -0.1176680E+08 FZ = 9125487.

MX = -0.4296029E+10 MY = -0.8541607E+10 MZ = -0.4380021E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 * *** *******************************************************

- - - **********

LOAD CASE 6 **********************************

USE LOAD STEP 6 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 6 SUBSTEP= 1 CUMULATIVE ITERATION=

42 TIME/FREQUENCY=

6.0000 TITLE= Pad, HE(1), 20 Casks, 515 Kips West (W), Soft Rock 15348 ELEMENTS (OF 15348 DEFINED) SELECTED BY EALL COMMAND.

SELECT COMPONENT CASK ******** SUM OF LOADS APPLIED TO CASKS ******* ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

- - - - FX = -0.1030000E+08 FY = 5340800.

FZ = -0.1218117E-04 MX = 0.2179046E+I10 MY = 0.4202400E+10 MZ = 0.2854835E+10

'SUMMATION POINT= 0.0000 0.0000 0.0000 ESEL FOR LABEL= TYPE FROM 1 TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT COMPONENT BASE ******** LOADS TRANSMITTED THRU CONCRETE/ROCK INTERFACE

- - - - ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

- - - - FX = 0.1679026E+08 FY = -0.1176680E+08 FZ = 0.7937852E-05 MX = -0.4800854E+10 MY = -0.6850426E+10 MZ = -0.4529129E+10 r 'it ENERCON Sheet 34 of 109 r. 3 SERVICES, INC. Appendix RL-1 to Calculation PGE-009-CALC-003 SUMMATION POINT= 0.0000 0.0000 0.0000 ESEL FOR LABEL= TYPE FROM 2 TO 2 BY 1 1728 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT COMPONENT BOUNDARY ******** LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

FX = 0.1679026E+08 FY = -0.1176680E+08 FZ = -0.4391488E-03 MX = -0.4800854E+10 MY = -0.6850426E+10 MZ = -0.4529129E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 *************************

LOAD CASE 7 **********************************

USE LOAD STEP 7 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 7 SUBSTEP= 1 CUMULATIVE ITERATION=

54 TIME/FREQUENCY=

7.0000 TITLE= Pad, HE(1), 20 Casks, 206 Kips North (z), Max Up, Soft Rock 15348 ELEMENTS (OF 15348 DEFINED) SELECTED BY EALL COMMAND.

SELECT COMPONENT CASK ******** SUM OF LOADS APPLIED TO CASKS * ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

- - - - FX = 0.3215105E-05 FY = 2552000.

FZ = -4120000.

MX = 0.5529960E+09 MY = 0.1260720E+10 MZ = 0.7809120E+09 SUMMATION POINT= 0.0000 0.0000 0.0000 ESEL FOR LABEL= TYPE FROM 1 TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

Sheet 35 of 109 rENERCON r A SERVICES, INC. Appendix RL-1 to Calculation PGE-009-CALC-003 SELECT COMPONENT BASE LOADS TRANSMITTED THRU CONCRETE/ROCK INTERFACE

***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

- - - - FX = -0.1211798E-04 FY = -6568250.

FZ = 7525780.

MX = -0.2344886E+10 MY = -0.2302889E+10 MZ = -0.2009884E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 ESEL FOR LABEL= TYPE FROM 2 TO 2 BY 1 1728 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT COMPONENT BOUNDARY ******** LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

- - - - ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

- - - - FX = -0.2419571E-05 FY = -6568250.

FZ = 7525780.

MX = -0.2344886E+10 MY = -0.2302889E+10 MZ = -0.2009884E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 ***********.*

- * ** * ***************

- * ** *** ** ** * ** ************

LOAD CASE 8

USE LOAD STEP 8 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 8 SUBSTEP= 1 CUMULATIVE ITERATION=

63 TIME/FREQUENCY=

8.0000 TITLE= Pad, HE(1), 20 Casks, 206 Kips West (X), Max Up, Soft Rock 15348 ELEMENTS (OF 15348 DEFINED) SELECTED BY EALL COMMAND.

SELECT COMPONENT CASK ******** SUM OF LOADS APPLIED TO CASKS ******* ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

- - - - FX = -4120000.

FY = 2552000.

Sheet 36 of 109 S ENERCON F j SERVICES, INC. Appendix RL-1 to Calculation PGE-009-CALC-003 FZ = -0.5627602E-05 MX = 0.1041216E+10 MY = 0.1680960E+10 MZ = 0.1269132E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 ESEL FOR LABEL= TYPE FROM 1 TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT COMPONENT BASE **** LOADS TRANSMITTED THRU CONCRETE/ROCK INTERFACE

***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

FX = 7525780.

FY = -6568250.

FZ = -0.7107511E-05 MX = -0.2679846E+10 MY = -0.3070518E+10 MZ = -0.2344844E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 ESEL FOR LABEL= TYPE FROM 2 TO 2 BY 1 1728 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT COMPONENT BOUNDARY ******** LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

FX = 7525780.

FY = -6568250. " FZ = -0.1351569E-03 MX = -0.2679846E+10 MY = -0.3070518E+10 MZ = -0.2344844E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 *******************

LOAD CASE 9 **********************************

USE LOAD STEP 9 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 9 SUBSTEP= 1 CUMULATIVE ITERATION=

69 TIME/FREQUENCY=

9.0000 Sheet 37 of 109 F '~ENERCON 1 SERVICES, INC. Appendix RL-1 to Calculation PGE-009-CALC-003 TITLE= Pad, HE(3), 20 Casks, 171.2 Kips North (Z), Max Dn, Soft Rock 15348 ELEMENTS (OF 15348 DEFINED) SELECTED BY EALL COMMAND.

SELECT COMPONENT CASK ******** SUM OF LOADS APPLIED TO CASKS ******* ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

- - - - FX = -0.1591156E-04 FY = 0.1546600E+08 FZ = -3424000.

MX = 0.5904384E+10 MY = 0.1047744E+10 MZ = 0.4732596E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 ESEL FOR LABEL= TYPE FROM 1 TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT COMPONENT BASE ******** LOADS TRANSMITTED THRU CONCRETE/ROCK INTERFACE

- - - - ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

- - - - FX = 0.5125743E-04 FY = -0.2751475E+08 FZ = 6829780.

MX = -0.1097353E+11 MY = -0.2089913E+10 MZ = -0.8419514E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 ESEL FOR LABEL= TYPE FROM 2 TO 2 BY 1 1728 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT COMPONENT BOUNDARY ******** LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

- - - - ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

- - - - FX = -0.9600777E-05 FY = -0.2751475E+08 FZ = 6829780.

MX = -0.1097353E+11 MY = -0.2089913E+10 MZ = -0.8419514E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 Sheet 38 of 109 F -SERVICES, INC. Appendix RL-1 to Calculation PGE-009-CALC-003

LOAD CASE 10

USE LOAD STEP 10 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 10 SUBSTEP= 1 CUMULATIVE ITERATION=

73 TIME/FREQUENCY=

10.000 TITLE= Pad, HE(3), 20 Casks, 171.2 Kips West (X), Max Dn, Soft Rock 15348 ELEMENTS (OF 15348 DEFINED) SELECTED BY EALL COMMAND.

SELECT COMPONENT CASK ******** SUM OF LOADS APPLIED TO CASKS * ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

FX = -3424000.

FY = 0.1546600E+08 FZ = 0.2441731E-04 MX = 0.6310128E+I10 MY = 0.1396992E+10 MZ = 0.5138340E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 ESEL FOR LABEL= TYPE FROM 1 TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT COMPONENT BASE ******** LOADS TRANSMITTED THRU CONCRETE/ROCK INTERFACE

***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

- - - - FX = 6829780.

FY = -0.2751475E+08 FZ = 0.3053435E-04 MX = -0.1122602E+1I MY = -0.2786550E+10 MZ = -0.8671997E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 ESEL FOR LABEL= TYPE FROM 2 TO 2 BY 1 1728 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT COMPONENT BOUNDARY Sheet 39 of 109 F SERVICES, INC. Appendix RL-1 to Calculation PGE-009-CALC-003

- - - - LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

- - - - ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

- - - - FX = 6829780.

FY = -0.2751475E+08 FZ = -0.2324429E-02 MX = -0.1122602E+II MY = -0.2786550E+10 MZ = -0.8671997E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 *************************

LOAD CASE 11** USE LOAD STEP 11 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 11 SUBSTEP= 1 CUMULATIVE ITERATION=

85 TIME/FREQUENCY=

11.000 TITLE= Pad, LTSP(2), 20 Casks, 440 Kips North (Z), Soft Rock 15348 ELEMENTS (OF 15348 DEFINED) SELECTED BY EALL COMMAND.

SELECT COMPONENT CASK ******** SUM OF LOADS APPLIED TO CASKS ******* ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

- - - - FX = -0.3154209E-05 FY = 5166400.

FZ = -8800000.

MX = 0.1065091E+10 MY = 0.2692800E+10 MZ = 0.1580918E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 ESEL FOR LABEL= TYPE FROM 1 TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT COMPONENT BASE ******** LOADS TRANSMITTED THRU CONCRETE/ROCK INTERFACE

- - - - ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

- - - - FX = 0.2813995E-05 FY = -0.1094980E+08 FZ = 0.1598106E+08 MX = -0.3747866E+10 Sheet 40 of 109 r :tj EERCON .A SERVICES, INC. Appendix RL-1 to Calculation PGE-009-CALC-003 MY = -0.4890203E+10 MZ = -0.3350639E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 ESEL FOR LABEL= TYPE FROM 2 TO 2 BY 1 1728 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT COMPONENT BOUNDARY ******** LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

- - - - ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

FX = -0.4816393E-05 FY = -0.1094980E+08 FZ = 0.1598105E+08 MX = -0.3747866E+10 MY = -0.4890203E+10 MZ = -0.3350639E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 *************************

LOAD CASE 12 *********************************

USE LOAD STEP 12 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 12 SUBSTEP= 1 CUMULATIVE ITERATION=

94 TIME/FREQUENCY=

12.000 TITLE= Pad, LTSP(2), 20 Casks, 440 Kips N 32.93 W (Z,X), Soft Rock 15348 ELEMENTS (OF 15348 DEFINED) SELECTED BY EALL COMMAND.

SELECT COMPONENT CASK ******** SUM OF LOADS APPLIED TO CASKS ******* ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

- - FX = -4783800.

FY = 5166400.

FZ = -7386160.

MX = 0.1232631E+10 MY = 0.4211955E+10 MZ = 0.2147799E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 Sheet 41 of 109 E ENERCON F' SERVICES, INC. Appendix RL-1 to Calculation PGE-009-CALC-003 ESEL FOR LABEL= TYPE FROM 1 TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT COMPONENT BASE ******** LOADS TRANSMITTED THRU CONCRETE/ROCK INTERFACE

***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

FX = 8687595.

FY = -0.1094980E+08 FZ = 0.1341054E+08 MX = -0.3863355E+10 MY = -0.7648162E+I10 MZ = -0.3741848E+I10 SUMMATION POINT= 0.0000 0.0000 0.0000 ESEL FOR LABEL= TYPE FROM 2 TO 2 BY 1 1728 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT COMPONENT BOUNDARY ******** LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

FX = 8687595.

FY = -0.1094980E+08 FZ = 0.1341053E+08 MX = -0.3863355E+10 MY = -0.7648162E+10 MZ = -0.3741848E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 *************************

LOAD CASE 13 *********************************

USE LOAD STEP 13 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 13 SUBSTEP= 1 CUMULATIVE ITERATION=

98 TIME/FREQUENCY=

13.000 TITLE= Pad, LTSP(2), 20 Casks, 440 Kips N 45 W (Z,X), Soft Rock 15348 ELEMENTS (OF 15348 DEFINED) SELECTED BY EALL COMMAND.

SELECT COMPONENT CASK Sheet 42 of 109 r ~jENERCON

r. SERVICES, INC. Appendix RL-1 to Calculation PGE-009-CALC-003

- - - SUM OF LOADS APPLIED TO CASKS * ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

FX = -6222540.

FY = 5166400.

FZ = -6222540.

MX = 0.1370520E+10 MY = 0.4442894E+10 MZ = 0.2318289E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 ESEL FOR LABEL= TYPE FROM 1 TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT COMPONENT BASE ******** LOADS TRANSMITTED THRU CONCRETE/ROCK INTERFACE

***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

FX = 0.1129908E+08 FY = -0.1094980E+08 FZ = 0.1129908E+08 MX = -0.3958592E+10 MY = -0.8067543E+10 MZ = -0.3859565E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 ESEL FOR LABEL= TYPE FROM 2 TO 2 BY 1 1728 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT COMPONENT BOUNDARY ******** LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

FX = 0.1129908E+08 FY = -0.1094980E+08 FZ = 0.1129908E+08 MX = -0.3958592E+10 MY = -0.8067543E+10 MZ = -0.3859566E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 Sheet 43 of 109 r F SERVICES, INC. Appendix RL-1 to Calculation PGE-009-CALC-003

LOAD CASE 14 *********************************

USE LOAD STEP 14 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 14 SUBSTEP= 1 CUMULATIVE ITERATION=

102 TIME/FREQUENCY=

14.000 TITLE= Pad, LTSP(2), 20 Casks, 440 Kips N 57.03 W (Z,X), Soft Rock 15348 ELEMENTS (OF 15348 DEFINED) SELECTED BY EALL COMMAND.

SELECT COMPONENT CASK ******** SUM OF LOADS APPLIED TO CASKS ******* ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

- - - - FX = -7386160.

FY = 5166400.

FZ = -4783800.

MX = 0.1541011E+I10 MY = 0.4477396E+I10 MZ = 0.2456178E+I10 SUMMATION POINT= 0.0000 0.0000 0.0000 ESEL FOR LABEL= TYPE FROM 1 TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT COMPONENT BASE ******* LOADS TRANSMITTED THRU CONCRETE/ROCK INTERFACE

- - - - *** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

- - - - FX = 0.1341054E+08 FY = -0.1094980E+08 FZ = 8687595.

MX = -0.4076309E+10 MY = -0.8129902E+10 MZ = -0.3954802E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 ESEL FOR LABEL= TYPE FROM 2 TO 2 BY 1 1728 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT COMPONENT BOUNDARY ******** LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

- - - - ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

Sheet 44 of 109 F J SERVICES, INC. FNC. Appendix RL-1 to Calculation PGE-009-CALC-003 FX = 0.1341053E+08 FY = -0.1094980E+08 FZ = 8687595.

MX = -0.4076309E+10 MY = -0.8129902E+10 MZ = -0.3954802E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 *******************

LOAD CASE 15 *********************************

USE LOAD STEP 15 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 15 SUBSTEP= 1 CUMULATIVE ITERATION=

110 TIME/FREQUENCY=

15.000 TITLE= Pad, LTSP(2), 20 Casks, 440 Kips West (X), Soft Rock 15348 ELEMENTS (OF 15348 DEFINED) SELECTED BY EALL COMMAND.

SELECT COMPONENT CASK ******* SUM OF LOADS APPLIED TO CASKS **** ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

FX = -8800000.

FY = 5166400.

FZ = -0.1477873E-04 MX = 0.2107891E+10 MY = 0.3590400E+10 MZ = 0.2623718E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 ESEL FOR LABEL= TYPE FROM 1 TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT COMPONENT BASE ******** LOADS TRANSMITTED THRU CONCRETE/ROCK INTERFACE

- - - - ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

- - FX = 0.1598106E+08 FY = -0.1094980E+08 FZ = -0.1841093E-04 MX = -0.4467518E+10 MY = -0.6520270E+10 Sheet 45 of 109 F SERVICES, INC. Appendix RL-1 to Calculation PGE-009-CALC-003 MZ = -0.4070291E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 ESEL FOR LABEL= TYPE FROM 2 TO 2 BY 1 1728 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT COMPONENT BOUNDARY ******* LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

- - - - ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

- - - - FX = 0.1598105E+08 FY = -0.1094980E+08 FZ = -0.2896357E-03 MX = -0.4467518E+10 MY = -0.6520270E+10 MZ = -0.4070291E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 *************************

LOAD CASE 16 *******************************

USE LOAD STEP 16 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 16 SUBSTEP= 1 CUMULATIVE ITERATION=

123 TIME/FREQUENCY=

16.000 TITLE= Pad, LTSP(2), 20 Casks, 176 Kips North (Z), Max Up, Soft Rock 15348 ELEMENTS (OF 15348 DEFINED) SELECTED BY EALL COMMAND.

SELECT COMPONENT CASK ******** SUM OF LOADS APPLIED TO CASKS ******* ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

- - - - FX = 0.7869293E-05 FY = 2116000.

FZ = -3520000.

MX = 0.4462080E+09 MY = 0.1077120E+I10 MZ = 0.6474960E+09 SUMMATION POINT= 0.0000 0.0000 0.0000 ESEL FOR LABEL= TYPE FROM 1 TO 1 BY 1 SENERCON Sheet 46 of 109 FSERVICES, INC. Appendix RL-1 to Calculation PGE-009-CALC-003 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT COMPONENT BASE ******** LOADS TRANSMITTED THRU CONCRETE/ROCK INTERFACE

***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

FX = -0.7864828E-06 FY = -4525750.

FZ = 7295275.

MX = -0.1599273E+10 MY = -0.2232354E+I10 MZ = -0.1384880E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 ESEL FOR LABEL= TYPE FROM 2 TO 2 BY 1 1728 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT COMPONENT BOUNDARY ******** LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

FX = 0.3473238E-05 FY = -4525750.

FZ = 7295275.

MX = -0.1599273E+10 MY = -0.2232354E+10 MZ = -0.1384880E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 *************************

LOAD CASE 17 *********************************

USE LOAD STEP 17 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 17 SUBSTEP= 1 CUMULATIVE ITERATION=

136 TIME/FREQUENCY=

17.000 TITLE= Pad, LTSP(2), 20 Casks, 176 Kips West (X), Max Up, Soft Rock 15348 ELEMENTS (OF 15348 DEFINED) SELECTED BY EALL COMMAND.

SELECT COMPONENT CASK Sheet 47 of 109 ENERCON F A SERVICES, INC. Appendix RL-1 to Calculation PGE-009-CALC-003

- - - - SUM OF LOADS APPLIED TO CASKS ******* ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

- - - - FX = -3520000.

FY = 2116000.

FZ = -0.4083373E-05 MX = 0.8633280E+09 MY = 0.1436160E+10 MZ = 0.1064616E+I10 SUMMATION POINT= 0.0000 0.0000 0.0000 ESEL FOR LABEL= TYPE FROM 1 TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT COMPONENT BASE ******** LOADS TRANSMITTED THRU CONCRETE/ROCK INTERFACE

- - - - ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

- - - - FX = 7295275.

FY = -4525750.

FZ = -0.1771540E-04 MX = -0.1846506E+10 MY = -0.2976472E+10 MZ = -0.1632112E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 ESEL FOR LABEL= TYPE FROM 2 TO 2 BY 1 1728 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT COMPONENT BOUNDARY ******** LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

- - - - ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

- - - - FX = 7295275.

FY = -4525750.

FZ = -0.4159231E-04 MX = -0.1846506E+10 MY = -0.2976472E+I10 MZ = -0.1632112E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 Sheet 48 of 109 r l ENERCON F A SERVICES, INC. Appendix RL-1 to Calculation PGE-009-CALC-003

LOAD CASE 18 *********************************

USE LOAD STEP 18 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 18 SUBSTEP= 1 CUMULATIVE ITERATION=

151 TIME/FREQUENCY=

18.000 TITLE= Pad, LTSP(4), 20 Casks, 156 Kips North (Z), Max Up, Soft Rock 15348 ELEMENTS (OF 15348 DEFINED) SELECTED BY EALL COMMAND.

SELECT COMPONENT CASK ******** SUM OF LOADS APPLIED TO CASKS * ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

- - - - FX = -0.5957049E-06 FY = 1112000.

FZ = -3120000.

MX = 0.8397600E+08 MY = 0.9547200E+09 MZ = 0.3402720E+09 SUMMATION POINT= 0.0000 0.0000 0.0000 ESEL FOR LABEL= TYPE FROM 1 TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT COMPONENT BASE ******** LOADS TRANSMITTED THRU CONCRETE/ROCK INTERFACE

- - - - ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

FX = 0.8917241E-05 FY = -3521750.

FZ = 6895275.

MX = -0.1237041E+10 MY = -0.2109954E+10 MZ = -0.1077656E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 ESEL FOR LABEL= TYPE FROM 2 TO 2 BY 1 1728 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT COMPONENT BOUNDARY ******** LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

- - - - FX = 0.3327496E-05 Sheet 49 of 109 r J ENERCON r.3 SERVICES, INC. Appendix RL-1 to Calculation PGE-009-CALC-003 FY = -3521750.

FZ = 6895275.

MX = -0.1237041E+10 MY = -0.2109954E+10 MZ = -0.1077656E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 *************************

LOAD CASE 19 *********************************

USE LOAD STEP 19 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 19 SUBSTEP= 1 CUMULATIVE ITERATION=

168 TIME/FREQUENCY=

19.000 TITLE= Pad, LTSP(4), 20 Casks, 156 Kips West (X), Max Up, Soft Rock 15348 ELEMENTS (OF 15348 DEFINED) SELECTED BY EALL COMMAND.

SELECT COMPONENT CASK ******** SUM OF LOADS APPLIED TO CASKS * ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

FX = -3120000.

FY = 1112000.

FZ = -0.1947861E-04 MX = 0.4536960E+09 MY = 0.1272960E+10 MZ = 0.7099920E+09 SUMMATION POINT= 0.0000 0.0000 0.0000 ESEL FOR LABEL= TYPE FROM 1 TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT COMPONENT BASE ******** LOADS TRANSMITTED THRU CONCRETE/ROCK INTERFACE

***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

- - - - FX = 6895275.

FY = -3521750.

FZ = 0.2198764E-04 MX = -0.1436874E+10 MY = -0.2813272E+10 MZ = -0.1277488E+10 Sheet 50 of 109 ENERCON F -13 SERVICES, INC. Appendix RL-1 to Calculation PGE-009-CALC-003 SUMMATION POINT= 0.0000 0.0000 0.0000 ESEL FOR LABEL= TYPE FROM 2 TO 2 BY 1 1728 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT COMPONENT BOUNDARY ******** LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

FX = 6895275.

FY = -3521750.

FZ = -0.2603334E-04 MX = -0.1436874E+10 MY = -0.2813272E+10 MZ = -0.1277488E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 EXIT THE ANSYS POST1 DATABASE PROCESSOR

- - - - ROUTINE COMPLETED

- - - - CP = 60.577 *** NOTE *** CP= 60.577 TIME= 09:59:55 A total of 1 warnings and errors written to dcslabs2.err.

/OUTPUT FILE= padhardreac.out Sheet 51 of 109 F lENERCON F- SERVICES, INC. Appendix RL-1 to Calculation PGE-009-CALC-003 Below are the equilibrium results for the hard rock analyses:

**************************************************************

- ******** ************************

Hard Rock Reactions

CURRENT JOBNAME REDEFINED AS dcslabh2 RESUME ANSYS DATA FROM FILE NAME=dcslabh2.db

- - ANSYS GLOBAL STATUS ***TITLE = Pad, LTSP(4), 20 Casks, 156 Kips West (X), Max Up, ANALYSIS TYPE = STATIC (STEADY-STATE)

NUMBER OF ELEMENT TYPES = 6 1728 ELEMENTS CURRENTLY SELECTED.

MAX ELEMENT NUMBER = 731 NODES CURRENTLY SELECTED.

MAX NODE NUMBER = 259 KEYPOINTS CURRENTLY SELECTED.

MAX KEYPOINT NUMBER 250 LINES CURRENTLY SELECTED.

MAX LINE NUMBER = 181 AREAS CURRENTLY SELECTED.

MAX AREA NUMBER = 70 VOLUMES CURRENTLY SELECTED.

MAX VOL. NUMBER = 11 COMPONENTS CURRENTLY DEFINED MAXIMUM LINEAR PROPERTY NUMBER = 5 MAXIMUM REAL CONSTANT SET NUMBER = 6 ACTIVE COORDINATE SYSTEM -0 (CARTESIA1 MAXIMUM CONSTRAINT EQUATION NUMBER = 4620 NUMBER OF SPECIFIED CONSTRAINTS

= 2193 NUMBER OF NODAL LOADS -2160 INITIAL JOBNAME = dcslabs2 CURRENT JOBNAME = dcslabh2 ***** ANSYS RESULTS INTERPRETATION (POST1) *ENTER /SHOW,DEVICE-NAME ENTER FINISH Hard Rock 33177 17051 259 396 295 70 NI)TO ENABLE GRAPHIC DISPLAY TO LEAVE POSTI*************************

LOAD CASE 1 *USE LOAD STEP 1 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= TIME/FREQUENCY=

1.0000 1 SUBSTEP=1 CUMULATIVE ITERATION=

2 Sheet 52 of 109 E ENERCON F .SERVICES, INC. Appendix RL-1 to Calculation PGE-009-CALC-003 TITLE= Pad, Gravity, 20 Casks, Hard Rock 15348 ELEMENTS (OF 15348 DEFINED) SELECTED BY EALL COMMAND.

SELECT COMPONENT CASK ******** SUM OF LOADS APPLIED TO CASKS * ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

- - - - FX = 0.1439743E-05 FY = 7200000.

FZ = 0.1828341E-04 MX = 0.2937600E+10 MY = -0.6399110E-02 MZ = 0.2203200E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 ESEL FOR LABEL= TYPE FROM 1 TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT COMPONENT BASE ******** LOADS TRANSMITTED THRU CONCRETE/ROCK INTERFACE

***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

- - - - FX = 0.3232257E-04 FY = -0.1523250E+08 FZ = 0.3119760E-05 MX = -0.6214860E+10 MY = -0.7304851E-02 MZ = -0.4661145E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 'ESEL FOR LABEL= TYPE FROM 2 TO 2 BY 1 1728 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT COMPONENT BOUNDARY ******** LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

- - - - FX = -0.1708598E-04 FY = -0.1523250E+08 FZ = 0.1772267E-02 MX = -0.6214860E+10 MY = -0.5295777 MZ = -0.4661145E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 Sheet 53 of 109 r 14 ENERCON r 3 SERVICES, INC. Appendix RL-1 to Calculation PGE-009-CALC-003

LOAD CASE 2

USE LOAD STEP 2 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 2 SUBSTEP= I CUMULATIVE ITERATION=

17 TIME/FREQUENCY=

2.0000 TITLE= Pad, HE(1), 20 Casks, 515 Kips North (Z), Hard Rock 15348 ELEMENTS (OF 15348 DEFINED) SELECTED BY EALL COMMAND.

SELECT COMPONENT CASK ******** SUM OF LOADS APPLIED TO CASKS ******* ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

- - - - FX = -0.1526141E-04 FY = 5340800.

FZ = -0.1030000E+08 MX = 0.9584964E+09 MY = 0.3151800E+10 MZ = 0.1634285E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 ESEL FOR LABEL= TYPE FROM 1 TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT COMPONENT BASE ******* LOADS TRANSMITTED THRU CONCRETE/ROCK INTERFACE

- - - - *** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

- - - - FX = 0.3748999E-04 FY = -0.1176680E+08 FZ = 0.1679026E+08 MX = -0.3872366E+10 MY = -0.5137820E+10 MZ = -0.3600641E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 ESEL FOR LABEL= TYPE FROM 2 TO 2 BY 1 1728 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT COMPONENT BOUNDARY Sheet 54 of 109 r ljENERCON F A SERVICES, INC. Appendix RL-1 to Calculation PGE-009-CALC-003

- - - LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

FX = -0.1751846E-03 FY = -0.1176680E+08 FZ = 0.1679026E+08 MX = -0.3872366E+10 MY = -0.5137820E+10 MZ = -0.3600641E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 *******************

LOAD CASE 3 **********************************

USE LOAD STEP 3 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 3 SUBSTEP= 1 CUMULATIVE ITERATION=

30 TIME/FREQUENCY=

3.0000 TITLE= Pad, HE(l), 20 Casks, 515 Kips N 32.93 W (ZX), Hard Rock 15348 ELEMENTS (OF 15348 DEFINED) SELECTED BY EALL COMMAND.

SELECT COMPONENT CASK ******** SUM OF LOADS APPLIED TO CASKS * ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

FX = -5599220.

FY = 5340800.

FZ = -8645160.

MX = 0.1154595E+10 MY = 0.4929901E+10 MZ = 0.2297792E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 ESEL FOR LABEL= TYPE FROM 1 TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT COMPONENT BASE ******** LOADS TRANSMITTED THRU CONCRETE/ROCK INTERFACE

- - - - ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

- - - - FX = 9125487.

FY = -0.1176680E+08 FZ = 0.1409120E+08 MX = -0.4021475E+10 Sheet 55 of 109 ENERCON F SERVICES, INC. Appendix RL-1 to Calculation PGE-009-CALC-003 MY = -0.8035105E+10 MZ = -0.4105466E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 ESEL FOR LABEL= TYPE FROM 2 TO 2 BY 1 1728 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT COMPONENT BOUNDARY ******** LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

FX = 9125488.

FY = -0.1176680E+08 FZ = 0.1409120E+08 MX = -0.4021475E+10 MY = -0.8035105E+10 MZ = -0.4105466E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 *******************

LOAD CASE 4 **********************************

USE LOAD STEP 4 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 4 SUBSTEP= 1 CUMULATIVE ITERATION=

36 TIME/FREQUENCY=

4.0000 TITLE= Pad, HE(l), 20 Casks, 515 Kips N 45 W (Z,X), Hard Rock 15348 ELEMENTS (OF 15348 DEFINED) SELECTED BY EALL COMMAND.

SELECT COMPONENT CASK ******** SUM OF LOADS APPLIED TO CASKS * ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

FX = -7283200.

FY = 5340800.

FZ = -7283200.

MX = 0.1315987E+10 MY = 0.5200205E+10 MZ = 0.2497344E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 ESEL FOR LABEL= TYPE FROM 1 TO 1 BY 1 Sheet 56 of 109 r, oN r .SERVICES, INC. Appendix RL-1 to Calculation PGE-009-CALC-003 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT COMPONENT BASE ******** LOADS TRANSMITTED THRU CONCRETE/ROCK INTERFACE

***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

- - - - FX = 0.1186976E+08 FY = -0.1176680E+08 FZ = 0.1186976E+08 MX = -0.4144190E+10 MY = -0.8475007E+10 MZ = -0.4257305E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 ESEL FOR LABEL= TYPE FROM 2 TO 2 BY 1 1728 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT COMPONENT BOUNDARY ******** LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

- - - ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

- - - - FX = 0.1186976E+08 FY = -0.1176680E+08 FZ = 0.1186976E+08 MX = -0.4144190E+10 MY = -0.8475007E+10 MZ = -0.4257305E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 *************************

LOAD CASE 5 **********************************

USE LOAD STEP 5 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 5 SUBSTEP= 1 CUMULATIVE ITERATION=

42 TIME/FREQUENCY=

5.0000 TITLE= Pad, HE(1), 20 Casks, 515 Kips N 57.07 W (Z,X), Hard Rock 15348 ELEMENTS (OF 15348 DEFINED) SELECTED BY EALL COMMAND.

SELECT COMPONENT CASK ******** SUM OF LOADS APPLIED TO CASKS ******* ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

Sheet 57 of 109 r ~ ENERCON r. SERVICES, INC. Appendix RL-1 to Calculation PGE-009-CALC-003 FX = -8645160.

FY = 5340800.

FZ = -5599220.

MX = 0.1515539E+10 MY = 0.5240587E+10 MZ = 0.2658736E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 ESEL FOR LABEL= TYPE FROM 1 TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT COMPONENT BASE ******** LOADS TRANSMITTED THRU CONCRETE/ROCK INTERFACE

- - - - ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

- - - - FX = 0.1409120E+08 FY = -0.1176680E+08 FZ = 9125487.

MX = -0.4296029E+10 MY = -0.8541607E+10 MZ = -0.4380021E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 ESEL FOR LABEL= TYPE FROM 2 TO 2 BY 1 1728 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT COMPONENT BOUNDARY ******** LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

- - - - ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

- - - - FX = 0.1409120E+08 FY = -0.1176680E+08 FZ = 9125488.

MX = -0.4296029E+10 MY = -0.8541607E+10 MZ = -0.4380021E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 *************************

LOAD CASE 6 *USE LOAD STEP 6 SUBSTEP 0 FOR LOAD CASE 0 Sheet 58 of 109 SENERCON FSERVICES, INC. Appendix RL-1 to Calculation PGE-009-CALC-003 SET COMMAND GOT LOAD STEP= 6 SUBSTEP= 1 CUMULATIVE ITERATION=

54 TIME/FREQUENCY=

6.0000 TITLE= Pad, HE(1), 20 Casks, 515 Kips West (W), Hard Rock 15348 ELEMENTS (OF 15348 DEFINED) SELECTED BY EALL COMMAND.

SELECT COMPONENT CASK ******** SUM OF LOADS APPLIED TO CASKS * ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

FX = -0.1030000E+08 FY = 5340800.

FZ = -0.2196088E-04 MX = 0.2179046E+10 MY = 0.4202400E+10 MZ = 0.2854835E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 ESEL FOR LABEL= TYPE FROM 1 TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT COMPONENT BASE ******** LOADS TRANSMITTED THRU CONCRETE/ROCK INTERFACE

***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

FX = 0.1679026E+08 FY = -0.1176680E+08 FZ = -0.8510353E-05 MX = -0.4800854E+10 MY = -0.6850426E+10 MZ = -0.4529129E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 ESEL FOR LABEL= TYPE FROM 2 TO 2 BY 1 1728 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT COMPONENT BOUNDARY ******** LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

- - - - ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

FX = 0.1679026E+08 FY = -0.1176680E+08 FZ = 0.1542001E-02 MX = -0.4800854E+10 MY = -0.6850426E+10 MZ = -0.4529129E+10 Sheet 59 of 109 F l: ENERCON SERVICES, INC. Appendix RL-1 to Calculation PGE-009-CALC-003 SUMMATION POINT= 0.0000 0.0000 0.0000 *************************

LOAD CASE 7 **********************************

USE LOAD STEP 7 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 7 SUBSTEP= 1 CUMULATIVE ITERATION=

74 TIME/FREQUENCY=

7.0000 TITLE= Pad, HE(1), 20 Casks, 206 Kips North (z), Max Up, Hard Rock 15348 ELEMENTS (OF 15348 DEFINED) SELECTED BY EALL COMMAND.

SELECT COMPONENT CASK ******** SUM OF LOADS APPLIED TO CASKS * ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

- - - - FX = -0.2632530E-06 FY = 2552000.

FZ = -4120000.

MX = 0.5529960E+09 MY = 0.1260720E+10 MZ = 0.7809120E+09 SUMMATION POINT= 0.0000 0.0000 0.0000 ESEL FOR LABEL= TYPE FROM 1 TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT COMPONENT BASE ******** LOADS TRANSMITTED THRU CONCRETE/ROCK INTERFACE

- - - - ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

FX = -0.7301257E-05 FY = -6568250.

FZ = 7525780.

MX = -0.2344886E+10 MY = -0.2302889E+10 MZ = -0.2009884E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 ESEL FOR LABEL= TYPE FROM 2 TO 2 BY 1 1728 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

Sheet 60 of 109 r 'j ERCON F a9 SERVICES, INC. Appendix RL-1 to Calculation PGE-009-CALC-003 SELECT COMPONENT BOUNDARY ******** LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

FX = -0.6856447E-05 FY = -6568250.

FZ = 7525780.

MX = -0.2344886E+10 MY = -0.2302889E+10 MZ = -0.2009884E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 *******************

LOAD CASE 8 **********************************

USE LOAD STEP 8 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 8 SUBSTEP= 1 CUMULATIVE ITERATION=

90 TIME/FREQUENCY=

8.0000 TITLE= Pad, HE(l), 20 Casks, 206 Kips West (X), Max Up, Hard Rock 15348 ELEMENTS (OF 15348 DEFINED) SELECTED BY EALL COMMAND.

SELECT COMPONENT CASK ******** SUM OF LOADS APPLIED TO CASKS ******* ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

FX = -4120000.

FY = 2552000.

FZ = -0.1963066E-04 MX = 0.1041216E+10 MY = 0.1680960E+10 MZ = 0.1269132E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 ESEL FOR LABEL= TYPE FROM I TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT COMPONENT BASE ******** LOADS TRANSMITTED THRU CONCRETE/ROCK INTERFACE

***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

FX = 7525780.

FY = -6568250.

Sheet 61 of 109 Fnl ENERCON F SERVICES, INC. Appendix RL-1 to Calculation PGE-009-CALC-003 FZ = 0.4820207E-04 MX = -0.2679846E+10 MY = -0.3070518E+10 MZ = -0.2344844E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 ESEL FOR LABEL= TYPE FROM 2 TO 2 BY 1 1728 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT COMPONENT BOUNDARY ******** LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

- - - - ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

- - - - FX = 7525780.

FY = -6568250.

FZ = 0.6982870E-03 MX = -0.2679846E+10 MY = -0.3070518E+10 MZ = -0.2344844E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 *************************

LOAD CASE 9

USE LOAD STEP 9 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 9 SUBSTEP= 1 CUMULATIVE ITERATION=

95 TIME/FREQUENCY=

9.0000 TITLE= Pad, HE(3), 20 Casks, 171.2 Kips North (Z), Max Dn, Hard Rock 15348 ELEMENTS (OF 15348 DEFINED) SELECTED BY EALL COMMAND.

SELECT COMPONENT CASK ******** SUM OF LOADS APPLIED TO CASKS ******* ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

- - - - FX = -0.2248873E-04 FY = 0.1546600E+08 FZ = -3424000.

MX = 0.5904384E+10 MY = 0.1047744E+10 MZ = 0.4732596E+I10 SUMMATION POINT= 0.0000 0.0000 0.0000 Sheet 62 of 109 EiENERCON F ý SERVICES, INC. Appendix RL-1 to Calculation PGE-009-CALC-003 ESEL FOR LABEL= TYPE FROM 1 TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT COMPONENT BASE ******** LOADS TRANSMITTED THRU CONCRETE/ROCK INTERFACE

- - - ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

- - - - FX = -0.1211335E-03 FY = -0.2751475E+08 FZ = 6829780.

MX = -0.1097353E+11 MY = -0.2089913E+10 MZ = -0.8419514E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 ESEL FOR LABEL= TYPE FROM 2 TO 2 BY 1 1728 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT COMPONENT BOUNDARY **** LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

FX = 0.3307554E-04 FY = -0.2751475E+08 FZ = 6829780.

MX = -0.1097353E+11 MY = -0.2089913E+10 MZ = -0.8419514E+I10 SUMMATION POINT= 0.0000 0.0000 0.0000 *************************

LOAD CASE 10 *********************************

USE LOAD STEP 10 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 10 SUBSTEP= 1 CUMULATIVE ITERATION=

99 TIME/FREQUENCY=

10.000 TITLE= Pad, HE(3), 20 Casks, 171.2 Kips West (X), Max Dn, Hard Rock 15348 ELEMENTS (OF 15348 DEFINED) SELECTED BY EALL COMMAND.

SELECT COMPONENT CASK ******** SUM OF LOADS APPLIED TO CASKS

Sheet 63 of 109 F A ENERCON SERVICES, INC. Appendix RL-1 to Calculation PGE-009-CALC-003

- - - - SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

- - - - FX = -3424000.

FY = 0.1546600E+08 FZ = 0.1619331E-04 MX = 0.6310128E+10 MY = 0.1396992E+10 MZ = 0.5138340E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 ESEL FOR LABEL= TYPE FROM 1 TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT COMPONENT BASE ******** LOADS TRANSMITTED THRU CONCRETE/ROCK INTERFACE

- - - - ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

- - - - FX = 6829780.

FY = -0.2751475E+08 FZ = 0.4556587E-05 MX = -0.1122602E+11 MY = -0.2786550E+10 MZ = -0.8671997E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 ESEL FOR LABEL= TYPE FROM 2 TO 2 BY 1 1728 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT COMPONENT BOUNDARY ******** LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

- - - - *** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

- - - - FX = 6829780.

FY = -0.2751475E+08 FZ = 0.3537249E-02 MX = -0.1122602E+11 MY = -0.2786550E+10 MZ = -0.8671997E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 *************************

LOAD CASE 11 *********************************

Sheet 64 of 109 SERVICES, INC. Appendix RL-1 to Calculation PGE-009-CALC-003 USE LOAD STEP 11 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 11 SUBSTEP= 1 CUMULATIVE ITERATION=

117 TIME/FREQUENCY=

11.000 TITLE= Pad, LTSP(2), 20 Casks, 440 Kips North (Z), Hard Rock 15348 ELEMENTS (OF 15348 DEFINED) SELECTED BY EALL COMMAND.

SELECT COMPONENT CASK **** SUM OF LOADS APPLIED TO CASKS * ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

- - - - FX = -0.5597062E-06 FY = 5166400.

FZ = -8800000.

MX = 0.1065091E+10 MY = 0.2692800E+10 MZ = 0.1580918E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 ESEL FOR LABEL= TYPE FROM 1 TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT COMPONENT BASE ******** LOADS TRANSMITTED THRU CONCRETE/ROCK INTERFACE

***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

FX = 0.2110709E-05 FY = -0.1094980E+08 FZ = 0.1598106E+08 MX = -0.3747866E+10 MY = -0.4890203E+10 MZ = -0.3350639E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 ESEL FOR LABEL= TYPE FROM 2 TO 2 BY 1 1728 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT COMPONENT BOUNDARY ******** LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

FX = 0.7050655E-05 FY = -0.1094980E+08 FZ = 0.1598106E+08 MX = -0.3747866E+10 Sheet 65 of 109 r iENERCON FSERVICES, INC. Appendix RL-1 to Calculation PGE-009-CALC-003 MY = -0.4890203E+10 MZ = -0.3350639E+I10 SUMMATION POINT= 0.0000 0.0000 0.0000 *************************

LOAD CASE 12 *********************************

USE LOAD STEP 12 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 12 SUBSTEP= 1 CUMULATIVE ITERATION=

130 TIME/FREQUENCY=

12.000 TITLE= Pad, LTSP(2), 20 Casks, 440 Kips N 32.93 W (Z,X), Hard Rock 15348 ELEMENTS (OF 15348 DEFINED) SELECTED BY EALL COMMAND.

SELECT COMPONENT CASK ******** SUM OF LOADS APPLIED TO CASKS ******* ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

- - - - FX = -4783800.

FY = 5166400.

FZ = -7386160.

MX = 0.1232631E+10 MY = 0.4211955E+10 MZ = 0.2147799E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 ESEL FOR LABEL= TYPE FROM 1 TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT COMPONENT BASE ******** LOADS TRANSMITTED THRU CONCRETE/ROCK INTERFACE

- - - - ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

- - - - FX = 8687595.

FY = -0.1094980E+08 FZ = 0.1341054E+08 MX = -0.3863355E+10 MY = -0.7648162E+10 MZ = -0.3741848E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 Sheet 66 of 109 l jENERCON F *SERVICES, INC. Appendix RL-1 to Calculation PGE-009-CALC-003 ESEL FOR LABEL= TYPE FROM 2 TO 2 BY 1 1728 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT COMPONENT BOUNDARY ******** LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

FX = 8687595.

FY = -0.1094980E+08 FZ = 0.1341054E+08 MX = -0.3863355E+10 MY = -0.7648162E+10 MZ = -0.3741848E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 *******************

LOAD CASE 13 *********************************

USE LOAD STEP 13 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 13 SUBSTEP= 1 CUMULATIVE ITERATION=

135 TIME/FREQUENCY=

13.000 TITLE= Pad, LTSP(2), 20 Casks, 440 Kips N 45 W (Z,X), Hard Rock 15348 ELEMENTS (OF 15348 DEFINED) SELECTED BY EALL COMMAND.

SELECT COMPONENT CASK ******** SUM OF LOADS APPLIED TO CASKS * ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

FX = -6222540.

FY = 5166400.

FZ = -6222540.

MX = 0.1370520E+I10 MY = 0.4442894E+10 MZ = 0.2318289E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 ESEL FOR LABEL= TYPE FROM 1 TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT COMPONENT BASE Sheet 67 of 109 C' ENERCON FSERVICES, INC. Appendix RL-1 to Calculation PGE-009-CALC-003

- - - - LOADS TRANSMITTED THRU CONCRETE/ROCK INTERFACE

***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

FX = 0.1129908E+08 FY = -0.1094980E+08 FZ = 0.1129908E+08 MX = -0.3958592E+10 MY = -0.8067543E+10 MZ = -0.3859565E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 ESEL FOR LABEL= TYPE FROM 2 TO 2 BY 1 1728 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT COMPONENT BOUNDARY ******** LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

FX = 0.1129908E+08 FY = -0.1094980E+08 FZ = 0.1129908E+08 MX = -0.3958592E+10 MY = -0.8067543E+10 MZ = -0.3859565E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 *******************

LOAD CASE 14 *******************************

USE LOAD STEP 14 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 14 SUBSTEP= 1 CUMULATIVE ITERATION=

141 TIME/FREQUENCY=

14.000 TITLE= Pad, LTSP(2), 20 Casks, 440 Kips N 57.03 W (Z,X), Hard Rock 15348 ELEMENTS (OF 15348 DEFINED) SELECTED BY EALL COMMAND.

SELECT COMPONENT CASK ******** SUM OF LOADS APPLIED TO CASKS * ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

FX = -7386160.

Sheet 68 of 109 ENERCON F A SERVICES,INC.

Appendix RL-1 to Calculation PGE-009-CALC-003 FY = 5166400.

FZ = -4783800.

MX = 0.1541011E+10 MY = 0.4477396E+10 MZ = 0.2456178E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 ESEL FOR LABEL= TYPE FROM 1 TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT COMPONENT BASE ******** LOADS TRANSMITTED THRU CONCRETE/ROCK INTERFACE

- - - - ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

- - - - FX = 0.1341054E+08 FY = -0.1094980E+08 FZ = 8687595.

MX = -0.4076309E+10 MY = -0.8129902E+10 MZ = -0.3954802E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 ESEL FOR LABEL= TYPE FROM 2 TO 2 BY 1 1728 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT COMPONENT BOUNDARY ******** LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

FX = 0.1341054E+08 FY = -0.1094980E+08 FZ = 8687595.

MX = -0.4076309E+10 MY = -0.8129902E+10 MZ = -0.3954802E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 *******************

LOAD CASE 15 *********************************

USE LOAD STEP 15 SUBSTEP 0 FOR LOAD CASE 0 Sheet 69 of 109 F ENERCON SERVICES, INC. Appendix RL-1 to Calculation PGE-009-CALC-003 SET COMMAND GOT LOAD STEP= 15 .SUBSTEP=

1 CUMULATIVE ITERATION=

153 TIME/FREQUENCY=

15.000 TITLE= Pad, LTSP(2), 20 Casks, 440 Kips West (X), Hard Rock 15348 ELEMENTS (OF 15348 DEFINED) SELECTED BY EALL COMMAND.

SELECT COMPONENT CASK ******** SUM OF LOADS APPLIED TO CASKS ******* ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

- - - - FX = -8800000.

FY = 5166400.

FZ = -0.2177824E-04 MX = 0.2107891E+I10 MY = 0.3590400E+I10 MZ = 0.2623718E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 ESEL FOR LABEL= TYPE FROM 1 TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT COMPONENT BASE ******** LOADS TRANSMITTED THRU CONCRETE/ROCK INTERFACE

- - - - ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

- - - - FX = 0.1598106E+08 FY = -0.1094980E+08 FZ = -0.2661966E-04 MX = -0.4467518E+10 MY = -0.6520270E+10 MZ = -0.4070291E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 ESEL FOR LABEL= TYPE FROM 2 TO 2 BY 1 1728 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT COMPONENT BOUNDARY ******** LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

- - - - ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

- - - - FX = 0.1598106E+08 FY = -0.1094980E+08 FZ = 0.1420339E-02 MX = -0.4467518E+I10 MY = -0.6520270E+10 Sheet 70 of 109 SERVICES, INC. Appendix RL-1 to Calculation PGE-009-CALC-003 MZ = -0.4070291E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 *** LOAD CASE 16

USE LOAD STEP 16 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 16 SUBSTEP= 1 CUMULATIVE ITERATION=

177 TIME/FREQUENCY=

16.000 TITLE= Pad, LTSP(2), 20 Casks, 176 Kips North (Z), Max Up, Hard Rock 15348 ELEMENTS (OF 15348 DEFINED) SELECTED BY EALL COMMAND.

SELECT COMPONENT CASK ******** SUM OF LOADS APPLIED TO CASKS * ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

- - - - FX = 0.3341301E-05 FY = 2116000.

FZ = -3520000.

MX = 0.4462080E+09 MY = 0.1077120E+10 MZ = 0.6474960E+09 SUMMATION POINT= 0.0000 0.0000 0.0000 ESEL FOR LABEL= TYPE FROM 1 TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT COMPONENT BASE ******** LOADS TRANSMITTED THRU CONCRETE/ROCK INTERFACE

***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

FX = -0.7359254E-05 FY = -4525750.

FZ = 7295275.

MX = -0.1599273E+10 MY = -0.2232354E+10 MZ = -0.1384880E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 ESEL FOR LABEL= TYPE FROM 2 TO 2 BY 1 Sheet 71 of 109 SENERCON F 3 SERVICES, INC. Appendix RL-1 to Calculation PGE-009-CALC-003 1728 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT COMPONENT BOUNDARY ******** LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

- - - - ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

- - - - FX = 0.6542933E-05 FY = -4525750.

FZ = 7295275.

MX = -0.1599273E+10 MY = -0.2232354E+I10 MZ = -0.1384880E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 *************************

LOAD CASE 17 *********************************

USE LOAD STEP 17 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 17 SUBSTEP= 1 CUMULATIVE ITERATION=

202 TIME/FREQUENCY=

17.000 TITLE= Pad, LTSP(2), 20 Casks, 176 Kips West (X), Max Up, Hard Rock 15348 ELEMENTS (OF 15348 DEFINED) SELECTED BY EALL COMMAND.

SELECT COMPONENT CASK ******** SUM OF LOADS APPLIED TO CASKS ******* ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

- - - - FX = -3520000.

FY = 2116000.

FZ = -0.7035661E-05 MX = 0.8633280E+09 MY = 0.1436160E+10 MZ = 0.1064616E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 ESEL FOR LABEL= TYPE FROM 1 TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT COMPONENT BASE

.5-Sheet 72 of 109 F' J RCON F A SERVICES, INC. Appendix RL-1 to Calculation PGE-009-CALC-003 LOADS TRANSMITTED THRU CONCRETE/ROCK INTERFACE

***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

FX = 7295275.

FY = -4525750.

FZ = 0.8117119E-05 MX = -0.1846506E+10 MY = -0.2976472E+10 MZ = -0.1632112E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 ESEL FOR LABEL= TYPE FROM 2 TO 2 BY 1 1728 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT COMPONENT BOUNDARY ******** LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

FX = 7295275.

FY = -4525750.

FZ = 0.6058743E-03 MX = -0.1846506E+10 MY = -0.297647fE+10 MZ = -0.1632112E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 *******************

LOAD CASE 18 *********************************

USE LOAD STEP 18 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 18 SUBSTEP= 1 CUMULATIVE ITERATION=

227 TIME/FREQUENCY=

18.000 TITLE= Pad, LTSP(4), 20 Casks, 156 Kips North (Z), Max Up, Hard Rock 15348 ELEMENTS (OF 15348 DEFINED) SELECTED BY EALL COMMAND.

SELECT COMPONENT CASK ******** SUM OF LOADS APPLIED TO CASKS * ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

- - - - FX = 0.4388800E-05 FY = 1112000.

Sheet 73 of 109 r ~ ENERCON F SERVICES, INC. Appendix RL-1 to Calculation PGE-009-CALC-003 FZ = -3120000.

MX = 0.8397600E+08 MY = 0.9547200E+09 MZ = 0.3402720E+09 SUMMATION POINT= 0.0000 0.0000 0.0000 ESEL FOR LABEL= TYPE FROM 1 TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT COMPONENT BASE ******** LOADS TRANSMITTED THRU CONCRETE/ROCK INTERFACE

***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

- - - - FX = -0.9237206E-06 FY = -3521750.

FZ = 6895275.

MX = -0.1237041E+10 MY = -0.2109954E+10 MZ = -0.1077656E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 ESEL FOR LABEL= TYPE FROM 2 TO 2 BY 1 1728 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT COMPONENT BOUNDARY ******** LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

- - - - ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

- - - - FX = 0.3516802E-05 FY = -3521750.

FZ = 6895275.

MX = -0.1237041E+10 MY = -0.2109954E+10 MZ = -0.1077656E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 *************************

LOAD CASE 19 *USE LOAD STEP 19 SUBSTEP 0 FOR LOAD CASE 0 Sheet 74 of 109 l~i'i ENERCON F. SERVICES, INC. Appendix RL-1 to Calculation PGE-009-CALC-003 SET COMMAND GOT LOAD STEP= 19 SUBSTEP= 1 CUMULATIVE ITERATION=

252 TIME/FREQUENCY=

19.000 TITLE= Pad, LTSP(4), 20 Casks, 156 Kips West (X), Max Up, Hard Rock 15348 ELEMENTS (OF 15348 DEFINED) SELECTED BY EALL COMMAND.

SELECT COMPONENT CASK ******** SUM OF LOADS APPLIED TO CASKS * ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

FX = -3120000.

FY = 1112000.

FZ = 0.6309252E-05 MX = 0.4536960E+09 MY = 0.1272960E+10 MZ = 0.7099920E+09 SUMMATION POINT= 0.0000 0.0000 0.0000 ESEL FOR LABEL= TYPE FROM 1 TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT COMPONENT BASE ******** LOADS TRANSMITTED THRU CONCRETE/ROCK INTERFACE

***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

FX = 6895275.

FY = -3521750.

FZ = 0.2872058E-05 MX = -0.1436874E+10 MY = -0.2813272E+10 MZ = -0.1277488E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 ESEL FOR LABEL= TYPE FROM 2 TO 2 BY 1 1728 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT COMPONENT BOUNDARY ******** LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

FX = 6895275.

FY = -3521750.

FZ = 0.4402276E-03 MX = -0.1436874E+10 MY = -0.2813272E+10 MZ = -0.1277488E+10 Sheet 75 of 109 F 'IENERCON SERVICES, INC. Appendix RL-1 to Calculation PGE-009-CALC-003 SUMMATION POINT= 0.0000 0.0000 EXIT THE ANSYS POST1 DATABASE PROCESSOR

- - - - ROUTINE COMPLETED

- - - - CP =*** NOTE *** CP= 117.849 A total of 1 warnings and errors written to dcslabs2.err.

TIME= 10:01:13 0.0000 117.849 Sheet 76 of 109 r :u ENERCON r A SERVICES, INC. Appendix RL-1 to Calculation PGE-009-CALC-003 Below is the file that scans the ANSYS database for the applied forces, the forces at the pad/rock interface and the boundary forces on the rock. It creates an output file for the very hard rock model. /com, /com, This routine processes load results data for the /com, evaluation of equilibrium.

/com /com, Very Hard Rock Load Step Results /com /output,padVhardreac,out

/com /com *************************************************************************

/com ***********************************************************************

/com *************************************************************************

/com ***********************************************************************

/com *************************************************************.*****,.

/com /com *******************

Very Hard Rock Reactions

/com /file,dcslabh6 resume /header,on, off,off,off,on, off /postl /com /com *************************************************************************

/com *************************

LOAD CASE 1 **********************************

set,1 eall cmsel,s,cask

/com /com ******** SUM OF LOADS APPLIED TO CASKS

fsum esel,type,1 cmsel,s,base

/com /com ******** LOADS TRANSMITTED THRU CONCRETE/ROCK INTERFACE

- - - - fsum esel,type,2 cmsel,s,boundary

/com /com ******** LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

- - - - fsum /com /com /com *** LOAD CASE 2

set,2 eall cmsel,s,cask Sheet 77 of 109 F SERVICES, INC. Appendix RL-1 to Calculation PGE-009-CALC-003

/COm /com

SUM OF LOADS APPLIED TO CASKS ******* fsum esel,type,l cmsel,s,base

/com /com ******** LOADS TRANSMITTED THRU CONCRETE/ROCK INTERFACE

- - - - fsum esel,type,2 cmsel,s,boundary

/com /com ******** LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

- - - - fsum /Com /com /comr /comr /com

LOAD CASE 3

set,3 eall cmsel,s,cask

/com /com ******** SUM OF LOADS APPLIED TO CASKS ******* fsum esel,type,l cmsel,s,base

/com /com ******** LOADS TRANSMITTED THRU CONCRETE/ROCK INTERFACE

- - - - fsum esel,type,2 cmsel,s,boundary

/com /com ******** LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

- - - - fsum /com /com /comr /comr /com

LOAD CASE 4 **********************************

set,4 eall cmsel,s,cask

/com /com ******** SUM OF LOADS APPLIED TO CASKS ******* fsum esel,type,l cmsel,s,base

/com /com ******** LOADS TRANSMITTED THRU CONCRETE/ROCK INTERFACE

- - - - fsum esel,type,2

/com cmsel,s,boundary Sheet 78 of 109 r J ENERCON r SERVICES, INC. Appendix RL-1 to Calculation PGE-009-CALC-003

/com ******** LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

- - - - fsum /com /CON /com *************LOAD CASE 5 *****************

set,5 eall cmsel,s,cask*

/com /com ******** SUM OF LOADS APPLIED TO CASKS ** fsum esel,type,l cmsel,s,base

/com /com ******** LOADS TRANSMITTED THRU CONCRETE/ROCK INTERFACE fsum esel,type,2 cmsel,s,boundary

/com /com ******** LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

- - - - fsum /com /com /com *************************

LOAD CASE 6

set,6 eall cmsel,s,cask

/com /com ******** SUM OF LOADS APPLIED TO CASKS

fsum esel,type,l cmsel,s,base

/loom /com ******** LOADS TRANSMITTED THRU CONCRETE/ROCK INTERFACE

f sum esel,type,2 cmsel,s,boundary

/com /com ******** LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

fsum /com /com /com *****************************

- - ****** *******************

/com

LOAD CASE 7

set,7 eall cmsel,s,cask

/com Sheet 79 of 109 E '!ENERCON SERVICES, INC. Appendix RL-1 to Calculation PGE-009-CALC-003

/oam ******** SUM OF LOADS APPLIED TO CASKS fsum esel,type,1 cmsel,s,base

/com /com ******** LOADS TRANSMITTED THRU CONCRETE/ROCK INTERFACE

- - - - fsum esel,type,2 cmsel,s,boundary

/com /com ******** LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

fsum /com /com /com ********************************************************************

/com * ** * ******** LOAD CASES **********************************

set,8 eall cmsel,s,cask

/com /com ******** SUM OF LOADS APPLIED TO CASKS

fsum esel,type,l cmsel,s,base

/com "/com ******** LOADS TRANSMITTED THRU CONCRETE/ROCK INTERFACE

- - - - fsum esel,type,2 cmsel,s,boundary

/com /com ******** LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

fsum /Com /com /com*********************************************************

/com *** LOAD CASE 9 **********************************

set, 9 eall cmsel,s,cask

/com /com ******** SUM OF LOADS APPLIED TO CASKS ******* fsum esel,type, l cmsel,s,base

/com /com ******** LOADS TRANSMITTED THRU CONCRETE/ROCK INTERFACE fsum esel,type,2 cmsel,s,boundary

/com /com ******** LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS Sheet 80 of 109 F 'IENERCON F SERVICES, INC. Appendix RL-1 to Calculation PGE-009-CALC-003 f sum /com /com ******************

LOAD CASE 10 *********************************

set,10 eall cmsel,s,cask

/com /com ******** SUM OF LOADS APPLIED TO CASKS

fsum esel,type,l cmsel,s,base

/com /com ******** LOADS TRANSMITTED THRU CONCRETE/ROCK INTERFACE

- - - - fsum esel,type,2 cmsel,s,boundary

/com /com ******** LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

fsum /com /CoN /com *************************

LOAD CASE 11 *********************************

set,11 eallr cmsel,s,cask

/com /com ******** SUM OF LOADS APPLIED TO CASKS

fsum esel,type,l cmsel,s,base

/com /com ******** LOADS TRANSMITTED THRU CONCRETE/ROCK INTERFACE

fsum esel,type,2 cmsel,s,boundary

/com /com ******** LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

- - - - fsum /com /com /com /com /com *************************************************************************

/com *************************************************************************

/com **********************

LOAD CASE 12 *********************************

set,12 eallr cmsel,s,cask Sheet 81 of 109 rIENENERCON F J SERVICES, INC. Appendix RL-1 to Calculation PGE-009-CALC-003

/com /com ******** SUM OF LOADS APPLIED TO CASKS ******* fsum esel,type,l cmsel,s,base

/com /com ******** LOADS TRANSMITTED THRU CONCRETE/ROCK INTERFACE

fsum esel,type,2 cmsel,s,boundary

/com /com ******** LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

- - - - fsum /com /com /com /com /com * /comr /com

LOAD CASE 13 *********************************

set,13 eallr cmsel,s,cask

/com /com ******** SUM OF LOADS APPLIED TO CASKS ******* f sum esel,type,1 cmsel,s,base

/com /com ******** LOADS TRANSMITTED THRU CONCRETE/ROCK INTERFACE

- - - - fsum esel,type,2 cmsel,s,boundary

/com /com ******** LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

- - - - f sum /com /com /com /com /com ***********

- - - ******* ******************

/com *****************************

- - *** *** *******************

/com ******** ** LOAD CASE 14 *********************************

set,14 eallr cmsel,s,cask

/com /com ******** SUM OF LOADS APPLIED TO CASKS ******* fsum esel,type,l cmsel,s,base

/com /com ******** LOADS TRANSMITTED THRU CONCRETE/ROCK INTERFACE

Sheet 82 of 109 jENERCON r 3 SERVICES, INC. Appendix RL-1 to Calculation PGE-009-CALC-003 f sum esel,type,2 cmsel,s,boundary

/com /com ******** LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

fsum /com /com /com /com /oom *************************************************************************

/oom *************************

LOAD CASE 15

set,15 eallr cmsel,s,cask

/com /com ******** SUM OF LOADS APPLIED TO CASKS fsum esel,type,l cmsel,s,base

/com /com ******** LOADS TRANSMITTED THRU CONCRETE/ROCK INTERFACE

- - - - fsum esel,type,2 cmsel,s,boundary

/com /com ******** LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

fsum /com /com /com /com /com *************************************************************************

/oom *************************************************************************

/com *************************

LOAD CASE 16

set,16 eallr cmsel,s,cask

/com /com ******** SUM OF LOADS APPLIED TO CASKS

fsum esel,type,l cmsel,s,base

/com /com ******** LOADS TRANSMITTED THRU CONCRETE/ROCK INTERFACE

fsum esel,type,2 cmsel,s,boundary

/com /com ******** LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

- - - - fsum /com Sheet 83 of 109 r'A3ENERCON SERVICES, INC. Appendix RL-1 to Calculation PGE-009-CALC-003

/com /com /com /com *************************

LOAD CASE 17

set,17 eallr cmsel,s,cask

/com /com ******** SUM OF LOADS APPLIED TO CASKS ******* fsum esel,type, l cmsel,s,base

/com /com ******** LOADS TRANSMITTED THRU CONCRETE/ROCK INTERFACE

- - - - fsum esel,type,2 cmsel,s,boundary

/com /com ******** LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

- - - - fsum /com /com /com /COm /com *************LOAD CASE 18*****************

set,18 eallr cmsel,s,cask

/com /com ******** SUM OF LOADS APPLIED TO CASKS ******* fsum esel,type,l cmsel,s,base

/com /com ******** LOADS TRANSMITTED THRU CONCRETE/ROCK INTERFACE

- - - - fsum esel,type,2 cmsel,s,boundary

/com /com ******** LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS fsum /com /corn /corn /com /com

LOAD CASE 19

set,19 Sheet 84 of 109 SaiIENERCON FSERVICES, INC. Appendix RL-1 to Calculation PGE-009-CALC-003 eallr cmsel,s,cask

/com /com ******** SUM OF LOADS APPLIED TO CASKS

fsum esel,type,l cmsel,s,base

/com /com ******** LOADS TRANSMITTED THRU CONCRETE/ROCK INTERFACE

fsum esel,type,2 cmsel,s,boundary

/com /com ******** LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

fsum /com /com finish /output /exit F l ENERCON F 3 SERVICES, INC. Appendix RL-1 to Calculation PGE-009-CALC-003 Below are the equilibrium results for the very hard rock analyses: Sheet 85 of 109*******************

Very Hard Rock Reactions

CURRENT JOBNAME REDEFINED AS dcslabh6 RESUME ANSYS DATA FROM FILE NAME=dcslabh6.db

- - ANSYS GLOBAL STATUS *** TITLE = Pad, LTSP(4), 20 Casks, 156 Kips West (X), Max Up, Very Hard Rock ANALYSIS TYPE = STATIC (STEADY-STATE)

NUMBER OF ELEMENT TYPES = 6 15348 ELEMENTS CURRENTLY SELECTED.

MAX 17051 NODES CURRENTLY SELECTED.

MAX 259 KEYPOINTS CURRENTLY SELECTED.

MAX 250 LINES CURRENTLY SELECTED.

MAX 181 AREAS CURRENTLY SELECTED.

MAX 70 VOLUMES CURRENTLY SELECTED.

MAX 11 COMPONENTS CURRENTLY DEFINED MAXIMUM LINEAR PROPERTY NUMBER = MAXIMUM REAL CONSTANT SET NUMBER ACTIVE COORDINATE SYSTEM MAXIMUM CONSTRAINT EQUATION NUMBER NUMBER OF SPECIFIED CONSTRAINTS

= NUMBER OF NODAL LOADS ELEMENT NUMBER = NODE NUMBER = KEYPOINT NUMBER = LINE NUMBER = AREA NUMBER = VOL. NUMBER =5 6 0 4620 2193 2160 33177 17051 259 396 295 70 (CARTESIAN)

INITIAL JOBNAME = dcslabh6 CURRENT JOBNAME = dcslabh6 PRINT HEADER DO NOT PRINT DO NOT PRINT DO NOT PRINT PRINT COLUMN DO NOT PRINT SUBTITLE (S) LOAD STEP ID NOTE LINE(S) HEADER LABELS REPORT TOTALS***** ANSYS -ENGINEERING ANALYSIS ANSYS/Structural U 00150104 VERSION=INTEL NT SYSTEM RELEASE 5.7 10:24:07 MAY 21, 2001 CP=Pad, LTSP(4), 20 Casks, 156 Kips West (X), Max Up, Very Hard Rock 3.715 Sheet 86 of 109 r r 3 SERVICES, INC. Appendix RL-1 to Calculation PGE-009-CALC-003

- - ANSYS RESULTS INTERPRETATION (POST1)

ENTER /SHOW,DEVICE-NAME TO ENABLE GRAPHIC DISPLAY ENTER FINISH TO LEAVE POST1 *** NOTE *** CP= 3.715 TIME= 10:24:08 Reading results into the database (SET command) will update the current displacement and force boundary conditions in the database with the values fromthe results file for that load set. Note that any subsequent solutions will use these values unless action is taken to either SAVE the current values or not overwrite them (/EXIT,NOSAVE).

- *** *** **** *.********

LOAD CASE 1 **********************************

USE LOAD STEP 1 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 1 SUBSTEP= 1 CUMULATIVE ITERATION=

2 TIME/FREQUENCY=

1.0000 TITLE= Pad, Gravity, 20 Casks, Very Hard Rock 15348 ELEMENTS (OF 15348 DEFINED) SELECTED BY EALL COMMAND.

SELECT COMPONENT CASK ******** SUM OF LOADS APPLIED TO CASKS * ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

FX = -0.4523999E-06 FY = 7200000.

FZ = 0.6547146E-05 MX = 0.2937600E+10

MY = -0.2844520E-02 MZ = 0.2203200E+I0 SUMMATION POINT= 0.0000 0.0000 0.0000 ESEL FOR LABEL= TYPE FROM 1 TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT COMPONENT BASE ******** LOADS TRANSMITTED THRU CONCRETE/ROCK INTERFACE

***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

FX = 0.3108630E-06 FY = -0.1523243E+08 FZ = 0.3531967E-05 MX = -0.6214830E+10 Sheet 87 of 109 r ~3ENERCON F SERVICES, INC. Appendix RL-1 to Calculation PGE-009-CALC-003 MY = 0.1567539E-02 MZ = -0.4661122E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 ESEL FOR LABEL= TYPE FROM 2 TO 2 BY 1 1728 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT COMPONENT BOUNDARY ******** LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

- - - - FX = -0.9449781E-05 FY = -0.1523243E+08 FZ = 0.1800393E-02 MX = -0.6214830E+10 MY = -0.5543061 MZ = -0.4661122E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 *******************

LOAD CASE 2 **********************************

USE LOAD STEP 2 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 2 SUBSTEP= 1 CUMULATIVE ITERATION=

17 TIME/FREQUENCY=

2.0000 TITLE= Pad, HE(l), 20 Casks, 515 Kips North (Z), Very Hard Rock 15348 ELEMENTS (OF 15348 DEFINED) SELECTED BY EALL COMMAND.

SELECT COMPONENT CASK ******** SUM OF LOADS APPLIED TO CASKS * ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

- - - - FX = -0.4793505E-05 FY = 5340800.

FZ = -0.1030000E+08 MX = 0.9584964E+09 MY = 0.3151800E+10 MZ = 0.1634285E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 ESEL FOR LABEL= TYPE FROM 1 TO 1 BY 1 Sheet 88 of 109 IENERCON F SERVICES, INC. Appendix RL-1 to Calculation PGE-009-CALC-003 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT COMPONENT BASE ******** LOADS TRANSMITTED THRU CONCRETE/ROCK INTERFACE

***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

FX = 0.1310626E-04 FY = -0.1176674E+08 FZ = 0.1679020E+08 MX = -0.3872339E+10 MY = -0.5137801E+10 MZ = -0.3600623E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 ESEL FOR LABEL= TYPE FROM 2 TO 2 BY 1 1728 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT COMPONENT BOUNDARY ******** LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

FX = -0.2226389E-04 FY = -0.1176674E+08 FZ = 0.1679020E+08 MX = -0.3872339E+10 MY = -0.5137801E+10 MZ = -0.3600623E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 *********************.******,******.****

LOAD CASE 3 **********************************

USE LOAD STEP 3 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 3 SUBSTEP= 1 CUMULATIVE ITERATION=

32 TIME/FREQUENCY=

3.0000 TITLE= Pad, HE(l), 20 Casks, 515 Kips N 32.93 W (Z,X), Very Hard Rock 15348 ELEMENTS (OF 15348 DEFINED) SELECTED BY EALL COMMAND.

SELECT COMPONENT CASK ******** SUM OF LOADS APPLIED TO CASKS *** ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

Sheet 89 of 109 F n ENERCON F SERVICES, INC. Appendix RL-1 to Calculation PGE-009-CALC-003 FX= -5599220.

FY 5340800.

FZ -8645160.

MX = 0.1154595E+10 MY = 0.4929901E+10 MZ = 0.2297792E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 ESEL FOR LABEL= TYPE FROM 1 TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT COMPONENT BASE ******** LOADS TRANSMITTED THRU CONCRETE/ROCK INTERFACE

- - - - ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

- - - - FX = 9125455.

FY = -0.1176674E+08 FZ = 0.1409115E+08 MX = -0.4021448E+10 MY = -0.8035076E+10 MZ = -0.4105450E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 ESEL FOR LABEL= TYPE FROM 2 TO 2 BY 1 1728 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT COMPONENT BOUNDARY ******** LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

- - - - ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

- - - - FX = 9125455.

FY = -0.1176674E+08 FZ = 0.1409115E+08 MX = -0.4021448E+10 MY = -0.8035076E+10 MZ = -0.4105450E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 *************************

LOAD CASE 4 **********************************

USE LOAD STEP 4 SUBSTEP 0 FOR LOAD CASE 0 Sheet 90 of 109 ~' 'JENERCON F 3 SERVICES, INC. Appendix RL-1 to Calculation PGE-009-CALC-003 SET COMMAND GOT LOAD STEP= 4 SUBSTEP= 1 CUMULATIVE ITERATION=

39 TIME/FREQUENCY=

4.0000 TITLE= Pad, HE(1), 20 Casks, 515 Kips N 45 W (ZX), Very Hard Rock 15348 ELEMENTS (OF 15348 DEFINED) SELECTED BY EALL COMMAND.

SELECT COMPONENT CASK ******** SUM OF LOADS APPLIED TO CASKS ******* ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

FX = -7283200.

FY = 5340800.

FZ = -7283200.

MX = 0.1315987E+10 MY = 0.5200205E+10 MZ = 0.2497344E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 ESEL FOR LABEL= TYPE FROM 1 TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT COMPONENT BASE ******** LOADS TRANSMITTED THRU CONCRETE/ROCK INTERFACE

- - - - ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

FX = 0.1186972E+08 FY = -0.1176674E+08 FZ = 0.1186972E+08 MX = -0.4144164E+10 MY = -0.8474977E+10 MZ = -0.4257289E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 ESEL FOR LABEL= TYPE FROM 2 TO 2 BY 1 1728 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT COMPONENT BOUNDARY ******** LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

FX = 0.1186972E+08 FY = -0.1176674E+08 FZ = 0.1186972E+08 MX = -0.4144164E+I10 MY = -0.8474977E+10 MZ = -0.4257289E+10 Sheet 91 of 109 F 'A ENERCON SERVICES, INC. Appendix RL-1 to Calculation PGE-009-CALC-003 SUMMATION POINT= 0.0000 0.0000 0.0000 *************************

LOAD CASE 5 **********************************

USE LOAD STEP 5 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 5 SUBSTEP= 1 CUMULATIVE ITERATION=

46 TIME/FREQUENCY=

5.0000 TITLE= Pad, HE(1), 20 Casks, 515 Kips N 57.07 W (Z,X), Very Hard Rock 15348 ELEMENTS (OF 15348 DEFINED) SELECTED BY EALL COMMAND.

SELECT COMPONENT CASK ******** SUM OF LOADS APPLIED TO CASKS ******* ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

- - - - FX = -8645160.

FY = 5340800.

FZ = -5599220.

MX = 0.1515539E+10 MY = 0.5240587E+10 MZ = 0.2658736E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 ESEL FOR LABEL= TYPE FROM 1 TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT COMPONENT BASE ******** LOADS TRANSMITTED THRU CONCRETE/ROCK INTERFACE

- - - - ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

- - - - FX = 0.1409115E+08 FY = -0.1176674E+08 FZ = 9125455.

MX = -0.4296003E+10 MY = -0.8541576E+10 MZ = -0.4380005E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 ESEL FOR LABEL= TYPE FROM 2 TO 2 BY 1 1728 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

Sheet 92 of 109 r r 3 SERVICES, INC. Appendix RL-1 to Calculation PGE-009-CALC-003 SELECT COMPONENT BOUNDARY ******** LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

- - - - FX = 0.1409115E+08 FY = -0.1176674E+08 FZ = 9125455.

MX = -0.4296003E+10 MY = -0.8541576E+10 MZ = -0.4380005E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 *******************

LOAD CASE 6 **********************************

USE LOAD STEP 6 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 6 SUBSTEP= 1 CUMULATIVE ITERATION=

58 TIME/FREQUENCY=

6.0000 TITLE= Pad, HE(1), 20 Casks, 515 Kips West (W), Very Hard Rock 15348 ELEMENTS (OF 15348 DEFINED) SELECTED BY EALL COMMAND.

SELECT COMPONENT CASK ******** SUM OF LOADS APPLIED TO CASKS * ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

FX = -0.1030000E+08 FY = 5340800.

FZ = -0.1421130E-04 MX = 0.2179046E+10 MY = 0.4202400E+10 MZ = 0.2854835E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 ESEL FOR LABEL= TYPE FROM 1 TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT COMPONENT BASE ******** LOADS TRANSMITTED THRU CONCRETE/ROCK INTERFACE

***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

- - - FX = 0.1679020E+08 FY = -0.1176674E+08 Sheet 93 of 109 SENERCON F 3 SERVICES, INC. Appendix RL-1 to Calculation PGE-009-CALC-003 FZ = -0.1173427E-04 MX = -0.4800830E+10 MY = -0.6850402E+10 MZ = -0.4529114E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 ESEL FOR LABEL= TYPE FROM 2 TO 2 BY 1 1728 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT COMPONENT BOUNDARY **** LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

- - - - ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

- - - - FX = 0.1679020E+08 FY = -0.1176674E+08 FZ = 0.2145686E-02 MX = -0.4800830E+10 MY = -0.6850402E+10 MZ = -0.4529114E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 * ************************

LOAD CASE 7 **********************************

USE LOAD STEP 7 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 7 SUBSTEP= 1 CUMULATIVE ITERATION=

80 TIME/FREQUENCY=

7.0000 TITLE= Pad, HE(1), 20 Casks, 206 Kips North (z), Max Up, Very Hard Rock 15348 ELEMENTS (OF 15348 DEFINED) SELECTED BY EALL COMMAND.

SELECT COMPONENT CASK ******** SUM OF LOADS APPLIED TO CASKS ******* ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

- - - - FX = -0.1071694E-05 FY = 2552000.

FZ = -4120000.

MX = 0.5529960E+09 MY = 0.1260720E+10 MZ = 0.7809120E+09 SUMMATION POINT= 0.0000 0.0000 0.0000 Sheet 94 of 109 F ý ENERCON I SERVICES, INC. Appendix RL-1 to Calculation PGE-009-CALC-003 ESEL FOR LABEL= TYPE FROM 1 TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT COMPONENT BASE ******** LOADS TRANSMITTED THRU CONCRETE/ROCK INTERFACE

***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

FX = 0.8723953E-05 FY = -6568213.

FZ = 7525749.

MX = -0.2344870E+10 MY = -0.2302879E+10 MZ = -0.2009873E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 ESEL FOR LABEL= TYPE FROM 2 TO 2 BY 1 1728 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT COMPONENT BOUNDARY ******** LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

- - - - FX = 0.4054386E-05 FY = -6568213.

FZ = 7525749.

MX = -0.2344870E+10 MY = -0.2302879E+10 MZ = -0.2009873E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 *************************

LOAD CASE 8 **********************************

USE LOAD STEP 8 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 8 SUBSTEP= 1 CUMULATIVE ITERATION=

99 TIME/FREQUENCY=

8.0000 TITLE= Pad, HE(l), 20 Casks, 206 Kips West (X), Max Up, Very Hard Rock 15348 ELEMENTS (OF 15348 DEFINED) SELECTED BY EALL COMMAND.

SELECT COMPONENT CASK ******** SUM OF LOADS APPLIED TO CASKS *******

Sheet 95 of 109 S ENERCON F 3 SERVICES, INC. Appendix RL-1 to Calculation PGE-009-CALC-003

- - SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

- - - - FX = -4120000.

FY = 2552000.

FZ = -0.9059058E-06 MX = 0.1041216E+10 MY = 0.1680960E+10 MZ = 0.1269132E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 ESEL FOR LABEL= TYPE FROM 1 TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT COMPONENT BASE ******** LOADS TRANSMITTED THRU CONCRETE/ROCK INTERFACE

- - - - ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

- - - - FX = 7525749.

FY = -6568213.

FZ = -0.4264995E-05 MX = -0.2679831E+10 MY = -0.307050ýE+10 MZ = -0.2344835E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 ESEL FOR LABEL= TYPE FROM 2 TO 2 BY 1 1728 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT COMPONENT BOUNDARY ******** LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

- - - - ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

- - - - FX = 7525749.

FY = -6568213.

FZ = 0.8628212E-03 MX = -0.2679831E+10 MY = -0.3070506E+10 MZ = -0.2344835E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 *************************

LOAD CASE 9 **********************************

Sheet 96 of 109 r 5ENERCON I SERVICES, INC. Appendix RL-1 to Calculation PGE-009-CALC-003 USE LOAD STEP 9 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 9 SUBSTEP= 1 CUMULATIVE ITERATION=

103 TIME/FREQUENCY=

9.0000 TITLE= Pad, HE(3), 20 Casks, 171.2 Kips North (Z), Max Dn, Very Hard Rock 15348 ELEMENTS (OF 15348 DEFINED) SELECTED BY EALL COMMAND.

SELECT COMPONENT CASK ******** SUM OF LOADS APPLIED TO CASKS * ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

FX = 0.4917512E-05 FY = 0.1546600E+08 FZ = -3424000.

MX = 0.5904384E+10 MY = 0.1047744E+10 MZ = 0.4732596E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 ESEL FOR LABEL= TYPE FROM 1 TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT COMPONENT BASE ******** LOADS TRANSMITTED THRU CONCRETE/ROCK INTERFACE

***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

FX = -0.8818270E-06 FY = -0.2751464E+08 FZ = 6829749.

MX = -0.1097349E+11 MY = -0.2089903E+10 MZ = -0.8419480E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 ESEL FOR LABEL= TYPE FROM 2 TO 2 BY 1 1728 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT COMPONENT BOUNDARY ******** LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

- - - - ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

- - - - FX = 0.3975468E-04 FY = -0.2751464E+08 FZ = 6829749.

MX = -0.1097349E+I1 Sheet 97 of 109 F F A SERVICES, INC. Appendix RL-1 to Calculation PGE-009-CALC-003 MY = -0.2089903E+I10 MZ = -0.8419480E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 *** **********************

LOAD CASE 10 *********************************

USE LOAD STEP 10 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 10 SUBSTEP= 1 CUMULATIVE ITERATION=

106 TIME/FREQUENCY=

10.000 TITLE= Pad, HE(3), 20 Casks, 171.2 Kips West (X), Max Dn, Very Hard Rock 15348 ELEMENTS (OF 15348 DEFINED) SELECTED BY EALL COMMAND.

SELECT COMPONENT CASK ******** SUM OF LOADS APPLIED TO CASKS ******* ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

- - - - FX = -3424000.

FY = 0.1546600E+08 FZ = 0.2985945E-04 MX = 0.6310128E+10 MY = 0.1396992E+10 MZ = 0.5138340E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 ESEL FOR LABEL= TYPE FROM 1 TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT COMPONENT BASE ******** LOADS TRANSMITTED THRU CONCRETE/ROCK INTERFACE

- - - - ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

- - - - FX = 6829749.

FY = -0.2751464E+08 FZ = 0.8500502E-04 MX = -0.1122597E+11 MY = -0.2786538E+10 MZ = -0.8671965E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 ESEL FOR LABEL= TYPE FROM 2 TO 2 BY 1 Sheet 98 of 109 F ~ ENERCON SERVICES, INC. Appendix RL-1 to Calculation PGE-009-CALC-003 1728 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT COMPONENT BOUNDARY ******** LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

FX = 6829749.

FY = -0.2751464E+08 FZ = 0.3625424E-02 MX = -0.1122597E+11 MY = -0.2786538E+10 MZ = -0.8671965E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 *************************

LOAD CASE 11 *********************************

USE LOAD STEP 11 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 11 SUBSTEP= 1 CUMULATIVE ITERATION=

122 TIME/FREQUENCY=

11.000 TITLE= Pad, LTSP(2), 20 Casks, 440 Kips North (Z), Very Hard Rock 15348 ELEMENTS (OF 15348 DEFINED) SELECTED BY EALL COMMAND.

SELECT COMPONENT CASK ******** SUM OF LOADS APPLIED TO CASKS * ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

FX = -0.5726638E-06 FY = 5166400.

FZ = -8800000.

MX = 0.1065091E+I10 MY = 0.2692800E+I10 MZ = 0.1580918E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 ESEL FOR LABEL= TYPE FROM 1 TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT COMPONENT BASE ******** LOADS TRANSMITTED THRU CONCRETE/ROCK INTERFACE

- - - - ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

Sheet 99 of 109 F ' ENERCON SERVICES, INC. Appendix RL-1 to Calculation PGE-009-CALC-003 FX = 0.4688000E-05 FY = -0.1094975E+08 FZ = 0.1598099E+08 MX = -0.3747841E+10 MY = -0.4890183E+10 MZ = -0.3350623E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 ESEL FOR LABEL= TYPE FROM 2 TO 2 BY 1 1728 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT COMPONENT BOUNDARY ******** LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

- - - - ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

FX = -0.1506593E-04 FY = -0.1094975E+08 FZ = 0.1598099E+08 MX = -0.3747841E+10 MY = -0.4890183E+10 MZ = -0.3350623E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 *************************

LOAD CASE 12 *********************************

USE LOAD STEP 12 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 12 SUBSTEP= 1 CUMULATIVE ITERATION=

136 TIME/FREQUENCY=

12.000 TITLE= Pad, LTSP(2), 20 Casks, 440 Kips N 32.93 W (Z,X), Very Hard Rock 15348 ELEMENTS (OF 15348 DEFINED) SELECTED BY EALL COMMAND.

SELECT COMPONENT CASK ******** SUM OF LOADS APPLIED TO CASKS ******* ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

FX = -4783800.

FY = 5166400.

FZ = -7386160.

MX = 0.1232631E+10 MY = 0.4211955E+10 Sheet 100 of 109 r ~3ENERCON r SERVICES, INC. Appendix RL-1 to Calculation PGE-009-CALC-003 MZ = 0.2147799E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 ESEL FOR LABEL= TYPE FROM 1 TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT COMPONENT BASE ******** LOADS TRANSMITTED THRU CONCRETE/ROCK INTERFACE

***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

FX = 8687559.

FY = -0.1094975E+08 FZ = 0.1341048E+08 MX = -0.3863331E+10 MY = -0.7648131E+10 MZ = -0.3741834E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 ESEL FOR LABEL= TYPE FROM 2 TO 2 BY 1 1728 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT COMPONENT BOUNDARY ******** LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

FX = 8687559.

FY = -0.1094975E+08 FZ = 0.1341048E+08 MX = -0.3863331E+10 MY = -0.7648131E+10 MZ = -0.3741834E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 *************************

LOAD CASE 13 *********************************

USE LOAD STEP 13 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 13 SUBSTEP= 1 CUMULATIVE ITERATION=

142 TIME/FREQUENCY=

13.000 TITLE= Pad, LTSP(2), 20 Casks, 440 Kips N 45 W (Z,X), Very Hard Rock Sheet 101 of 109 E JENERCON F

SERVICES, INC. Appendix RL-1 to Calculation PGE-009-CALC-003 15348 ELEMENTS (OF 15348 DEFINED) SELECTED BY EALL COMMAND.

SELECT COMPONENT CASK ******** SUM OF LOADS APPLIED TO CASKS * ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

- - - - FX = -6222540.

FY = 5166400.

FZ = -6222540.

MX = 0.1370520E+10 MY = 0.4442894E+10 MZ = 0.2318289E.+10 SUMMATION POINT= 0.0000 0.0000 0.0000 ESEL FOR LABEL= TYPE FROM 1 TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT COMPONENT BASE ******** LOADS TRANSMITTED THRU CONCRETE/ROCK INTERFACE

***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

FX = 0.1129903E+08 FY = -0.1094975E+08 FZ = 0.1129903E+08 MX = -0.3958568E+10 MY = -0.8067510E+10 MZ = -0.3859551E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 FSEL FOR LABEL= TYPE FROM 2 TO 2 BY 1 1728 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT COMPONENT BOUNDARY ******** LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

- - - - ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

- - - - FX = 0.1129903E+08 FY = -0.1094975E+08 FZ = 0.1129903E+08 MX = -0.3958568E+10 MY = -0.8067510E+10 MZ = -0.3859551E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 Sheet 102 of 109 r ENERCON r. A SERVICES, INC. Appendix RL-1 to Calculation PGE-009-CALC-003

LOAD CASE 14 *********************************

USE LOAD STEP 14 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 14 SUBSTEP= 1 CUMULATIVE ITERATION=

149 TIME/FREQUENCY=

14.000 TITLE= Pad, LTSP(2), 20 Casks, 440 Kips N 57.03 W (Z,X), Very Hard Rock 15348 ELEMENTS (OF 15348 DEFINED) SELECTED BY EALL COMMAND.

SELECT COMPONENT CASK ******** SUM OF LOADS APPLIED TO CASKS ****** ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

FX = -7386160.

FY = 5166400.

FZ = -4783800.

MX = 0.1541011E+10 MY = 0.4477396E+10 MZ = 0.2456178E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 ESEL FOR LABEL= TYPE FROM 1 TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT COMPONENT BASE ******** LOADS TRANSMITTED THRU CONCRETE/ROCK INTERFACE

- - - - ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

- - - - FX = 0.1341048E+08 FY = -0.1094975E+08 FZ = 8687559.

MX = -0.4076286E+10 MY = -0.8129869E+10 MZ = -0.3954788E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 ESEL FOR LABEL= TYPE FROM 2 TO 2 BY 1 1728 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT COMPONENT BOUNDARY Sheet 103 of 109 F ' ENERCON F A SERVICES, INC. Appendix RL-1 to Calculation PGE-009-CALC-003

- - - - LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

- - - - *** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

- - - - FX = 0.1341048E+08 FY = -0.1094975E+08 FZ = 8687559.

MX = -0.4076286E+10 MY = -0.8129869E+10 MZ = -0.3954788E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 ***********************************************************************

- *************************

LOAD CASE 15 *********************************

USE LOAD STEP 15 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 15 SUBSTEP= 1 CUMULATIVE ITERATION=

161 TIME/FREQUENCY=

15.000 TITLE= Pad, LTSP(2), 20 Casks, 440 Kips West (X), Very Hard Rock 15348 ELEMENTS (OF 15348 DEFINED) SELECTED BY EALL COMMAND.

SELECT COMPONENT CASK ******** SUM OF LOADS APPLIED TO CASKS ******* ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

- - - - FX = -8800000.

FY = 5166400.

FZ = -0.1613459E-04 MX = 0.2107891E+10 MY = 0.3590400E+10 MZ = 0.2623718E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 ESEL FOR LABEL= TYPE FROM 1 TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT COMPONENT BASE ******** LOADS TRANSMITTED THRU CONCRETE/ROCK INTERFACE

- - - - ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

- - - - FX = 0.1598099E+08 SERCON Sheet 104 of 109 F j SERVCES, F, SERVICES, INC. Appendix RL-1 to Calculation PGE-009-CALC-003 FY = -0.1094975E+08 FZ = 0.1660914E-05 MX = -0.4467497E+10 MY = -0.6520244E+10 MZ = -0.4070278E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 ESEL FOR LABEL= TYPE FROM 2 TO 2 BY 1 1728 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT COMPONENT BOUNDARY ****** LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

- - - ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

- - - - FX = 0.1598099E+08 FY = -0.1094975E+08 FZ = 0.1887952E-02 MX = -0.4467497E+10 MY = -0.6520244E+10 MZ = -0.4070278E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 *******************

LOAD CASE 16 *********************************

USE LOAD STEP 16 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 16 SUBSTEP= 1 CUMULATIVE ITERATION=

186 TIME/FREQUENCY=

16.000 TITLE= Pad, LTSP(2), 20 Casks, 176 Kips North (Z), Max Up, Very Hard Rock 15348 ELEMENTS (OF 15348 DEFINED) SELECTED BY EALL COMMAND.

SELECT COMPONENT CASK ******** SUM OF LOADS APPLIED TO CASKS * ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

FX = -0.1374787E-05 FY = 2116000.

FZ = -3520000.

MX = 0.4462080E+09 MY = 0.1077120E+10 MZ = 0.6474960E+09 Sheet 105 of 109 r ENERCON r. SERVICES, INC. Appendix RL-1 to Calculation PGE-009-CALC-003 SUMMATION POINT= 0.0000 0.0000 0.0000 ESEL FOR LABEL= TYPE FROM 1 TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT COMPONENT BASE ******** LOADS TRANSMITTED THRU CONCRETE/ROCK INTERFACE

- - - - ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

- - - - FX = -0.2897133E-05 FY = -4525728.

FZ = 7295240.

MX = -0.1599263E+10 MY = -0.2232344E+10 MZ = -0.1384873E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 ESEL FOR LABEL= TYPE FROM 2 TO 2 BY 1 1728 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT COMPONENT BOUNDARY ******** LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

- - - - FX = 0.1488263E-04 FY = -4525728.

FZ = 7295240.

MX = -0.1599263E+10 MY = -0.2232344E+10 MZ = -0.1384873E+10 SUMMATION POINT= 0.0000 0.0000 0.0000*************************

LOAD CASE 17 *********************************

USE LOAD STEP 17 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 17 SUBSTEP= 3 CUMULATIVE ITERATION=

257 TIME/FREQUENCY=

17.000 TITLE= Pad, LTSP(2), 20 Casks, 176 Kips West (X), Max Up, Very Hard Rock Sheet 106 of 109 SENERCON SSERVICES, INC. Appendix RL-1 to Calculation PGE-009-CALC-003 15348 ELEMENTS (OF 15348 DEFINED) SELECTED BY EALL COMMAND.

SELECT COMPONENT CASK ******** SUM OF LOADS APPLIED TO CASKS ***** ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

- - - FX = -3520000.

FY = 2116000.

FZ = 0.1903091E-05 MX = 0.8633280E+09 MY = 0.1436160E+10 MZ = 0.1064616E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 ESEL FOR LABEL= TYPE FROM 1 TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT COMPONENT BASE ******** LOADS TRANSMITTED THRU CONCRETE/ROCK INTERFACE

***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

FX = 7295240.

FY = -4525728.

FZ = -0.3084061E-05 MX = -0.1846497E+10 MY = -0.2976458E+10 MZ = -0.1632107E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 ESEL FOR LABEL= TYPE FROM 2 TO 2 BY 1 1728 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT COMPONENT BOUNDARY ******** LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

FX = 7295240.

FY = -4525728.

FZ = 0.8454346E-03 MX = -0.1846497E+10 MY = -0.2976458E+10 MZ = -0.1632107E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 Sheet 107 of 109 F lENERCON F SERVICES, INC. Appendix RL-1 to Calculation PGE-009-CALC-003

LOAD CASE 18

USE LOAD STEP 18 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 18 SUBSTEP= 3 CUMULATIVE ITERATION=

338 TIME/FREQUENCY=

18.000 TITLE= Pad, LTSP(4), 20 Casks, 156 Kips North (Z), Max Up, Very Hard Rock 15348 ELEMENTS (OF 15348 DEFINED) SELECTED BY EALL COMMAND.

SELECT COMPONENT CASK ******** SUM OF LOADS APPLIED TO CASKS ******* ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

- - - - FX = -0.1091942E-05 FY = 1112000.

FZ = -3120000.

MX = 0.8397600E+08 MY = 0.9547200E+09 MZ = 0.3402720E+09 SUMMATION POINT= 0.0000 0.0000 0.0000 ESEL FOR LABEL= TYPE FROM 1 TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT COMPONENT BASE ******* LOADS TRANSMITTED THRU CONCRETE/ROCK INTERFACE

- - - - *** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

- - - - FX = -0.8082296E-06 FY = -3521728.

FZ = 6895240.

MX = -0.1237031E+10 MY = -0.2109944E+10 MZ = -0.1077649E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 ESEL FOR LABEL= TYPE FROM 2 TO 2 BY 1 1728 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT COMPONENT BOUNDARY Sheet 108 of 109 r A SERVICES, INC. Appendix RL-1 to Calculation PGE-009-CALC-003

- - - LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

- - - FX = 0.2689891E-05 FY = -3521728.

FZ = 6895240.

MX = -0.1237031E+10 MY = -0.2109944E+10 MZ = -0.1077649E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 *************************

LOAD CASE 19 *********************************

USE LOAD STEP 19 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 19 SUBSTEP= 3 CUMULATIVE ITERATION=

412 TIME/FREQUENCY=

19.000 TITLE= Pad, LTSP(4), 20 Casks, 156 Kips West (X), Max Up, Very Hard Rock 15348 ELEMENTS (OF 15348 DEFINED) SELECTED BY EALL COMMAND.

SELECT COMPONENT CASK ******** SUM OF LOADS APPLIED TO CASKS * ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

- - - - FX = -3120000.

FY = 1112000.

FZ = -0.4946492E-05 MX = 0.4536960E+09 MY = 0.1272960E+10 MZ = 0.7099920E+09 SUMMATION POINT= 0.0000 0.0000 0.0000 ESEL FOR LABEL= TYPE FROM 1 TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT COMPONENT BASE ******** LOADS TRANSMITTED THRU CONCRETE/ROCK INTERFACE

***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

FX = 6895240.

FY = -3521728.

Sheet 109 of 109 F l ENERCON .SERVICES, INC. Appendix RL-1 to Calculation PGE-009-CALC-003 FZ = 0.5138243E-05 MX = -0.1436865E+10 MY = -0.2813258E+10 MZ = -0.1277483E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 ESEL FOR LABEL= TYPE FROM 2 TO 2 BY 1 1728 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT COMPONENT BOUNDARY ******** LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

- - - - FX = 6895240.

FY = -3521728.

FZ = 0.6295661E-03 MX = -0.1436865E+10 MY = -0.2813258E+10 MZ = -0.1277483E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 EXIT THE ANSYS POST1 DATABASE PROCESSOR

- - - - ROUTINE COMPLETED

- - - - CP = 60.427 *** NOTE *** CP= 60.427 TIME= 10:25:30 A total of 2 warnings and errors written to dcslabh6.err.

ML020290162

Text

5166400 Fz = 1.05*440000*20

5166400 Fz = 1.05*369308*20

5166400 Fz = 1.05*311127*20

5166400 Fz = 1.05*239190*20

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5166400 Fz = 1.0544000020

5166400 Fz = 1.0536930820

5166400 Fz = 1.0531112720

5166400 Fz = 1.0523919020