Text

Part 10 of 22, Diablo Canyon Independent Spent Fuel Storage Installation, Submittal of Non-Proprietary Calculation Packages, Appendix RL-2 to Calculation PGE-009-CALC-003
	ML020290185
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: ML020290185 (116)
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Sheet 1 of 85 S ENERCON SERVICES, INC. Appendix RL-2 to Calculation PGE-009-CALC-003 Originator:

S. C. Tumminelli Date: May 25, 2001 Reissued:

November 30, 2001 Appendix RL-2 BC Study -Reaction Loads This Appendix presents reaction loads of the model for all 19 load cases. They are applicable to the soft rock and hard rock models for the boundary condition study presented in Appendix MD-3.. 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.

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. The rock boundary in this analysis contains a subset of nodes referred to as "rockbot".

These are all the nodes at the bottom of the rock. The forces are first output for this set of nodes to demonstrate that the vertical forces are all reacted at the bottom of the rock to insure that no vertical forces are reacted at the sides of the rock. Then the forces at the "boundary" nodes are output to demonstrate that equilibrium is maintained.

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 27 ANSYS output file for reactions for the hard rock model sheet 57 Sheet 2 of 85 EERCON E j SERVICES, INC. Appendix RL-2 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 Sheet 3 of 85 F 'I ENERCON SERVICES, INC. Appendix RL-2 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= 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 Fx= 515000*20 Fy= 267040*20 Fz= 14091195 = 11766800 = 9125488= 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 85 F ENERCON F A~SERVICES, INC. Appendix RL-2 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:

Sheet 5 of 85 ENERCON F. SERVICES, INC. Appendix RL-2 to Calculation PGE-009-CALC-003 Sum of Applied Loads Fx= 171200*20 Fy= 773300*20 Fz= 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-2 to Calculation PGE-009-CALC-003 Fx=311127*20 Fy= 258320*20 Fz= 311127*20= 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= 8800000 = 5166400 = 0 Sum of Forces at Pad/Rock Interface and at Rock Boundary Fx = 440000*20

+ 0.894*8032500

= 15981055 Fy = 258320*20

+ 0.720*8032500

= 10949800 Fz =0 Load Step 16 -Apply in the North direction:

Sum of Applied Loads Fx Fy = 105800*20=0 = 2116000 Sheet 6 of 85 Sheet 7 of 85 F ml ENERCON SERVICES, INC. Appendix RL-2 to Calculation PGE-009-CALC-003 Fz= 176000*20= 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=0 = 1112000 = 3120000 Sum of Forces at Pad/Rock Interface and at Rock Boundary Fx Fy = 55600*20 + 0.300*8032500 Fz = 156000*20

+ 0.470*8032500 Load Step 19 -Apply in the West direction:

Sum of Applied Loads Fx = 156000*20 Fy= 55600*20 Fz=0 = 3521750 = 6895275= 3120000 = 1112000 =0 F A itENERCON

'ASERVICES, INC. Appendix RL-2 to Calculation PGE-009-CALC-003 Sheet 8 of 85 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 85 °ENERCON SERVICES, INC. Appendix RL-2 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,padbcsoftreac,out

/com / corn / corn /com /com ************************Soft Rock Reactions****************************

/ corn /f ile, dcslabs4 resumne /header, on, off ,off, off, off,off /postl /corn /com /com ************************

LOAD CASE 1Io set, 1 eall crnsel, s, cask /com /con ***** SUM OF LOADS APPLIED TO CASKS frsum esel, type, 1 crnsel, s,base /com /com ******** LOADS TRANSMITTED TR CONCRETE/ROCK INTERFACE

- - - - f sum. esel,type,2

/com /com ******** LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS crnsel, s, rockbot fsum cmsel,s,boundary

/com /comr fsum /com /com

LOAD CASE 2CT set,s2 Sheet 10 of 85 i ENERCON SERVICES, INC. Appendix RL-2 to Calculation PGE-009-CALC-003 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 /com ******** LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

cmsel,s,rockbot fsum cmsel,s,boundary fsum /com /com lcom *************************************************************************

/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

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

cmsel,s,rockbot fsum cmsel,s,boundary fsum /com /com /com *************************************************************************

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

/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 11 of 85 E llENERCON SERVICES, INC. Appendix RL-2 to Calculation PGE-009-CALC-003

/com /com

LOADS TRANSMITTED THRU CONCRETE/ROCK INTERFACE

- - - - fsum esel,type,2

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

- - - - cmsels,rockbot fsum cmsel,s,boundary fsum /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,sbase

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

- - - - fsum esel,type,2

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

- - - - cmsel,s,rockbot f sum cmsel,s,boundary 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

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

- - - - cmsel,s,rockbot Sheet 12 of 85 ENERCON F 3 SERVICES,INC.

Appendix RL-2 to Calculation PGE-009-CALC-003 f sum cmsel,s,boundary fsum /com /com / 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

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

- - - - cmsel,s,rockbot fsum cmsel,s,boundary fsum /com /com /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

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

cmsel,s,rockbot fsum cmsel,s,boundary fsum /com /com /torn *************************************************************************

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

Sheet 13 of 85 r'AENERCON SERVICES, INC. Appendix RL-2 to Calculation PGE-009-CALC-003

/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

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

- - - - cmsel,s,rockbot fsum cmsel,s,boundary fsum /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

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

- - - - cmsel,s,rockbot fsum cmsel,s,boundary fsum /com /com /com *************LOAD CASE 11*****************

set,11 eallr cmsel,s,cask

/com /com ******** SUM OF LOADS APPLIED TO CASKS ******* fsum Sheet 14 of 85 ENERCON F SERVICES, INC. Appendix RL-2 to Calculation PGE-009-CALC-003 esel,type,l cmsel,s,base

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

fsum esel,type,2

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

cmsel,s,rockbot fsum cmsel,s,boundary fsum /com /com /com /com /Com *************************************************************************

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

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

cmsel,s,rockbot fsum cmsel,s,boundary fsum /com /com /com /com /com ******* **** ***********

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

/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 Sheet 15 of 85 ENERCON F SERVICES, INC. Appendix RL-2 to Calculation PGE-009-CALC-003

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

fsum esel,type,2

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

- - - - cmsel,s,rockbot fsum cmsel,s,boundary 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

- - - - fsum esel,type,2

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

- - - - cmsel,s,rockbot fsum cmsel,s,boundary fsum /com /com /com /com /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 SENERCON Sheet 16 of 85 F SERVICES, INC. Appendix RL-2 to Calculation PGE-009-CALC-003

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

cmsel,s,rockbot fsum cmsel,s,boundary f sum /com /com /com /com /Com ************************************************************************

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

LOAD CASE 16

set,16 eallr cmsel,scask

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

- - - - cmsel,s,rockbot fsum cmsel,s,boundary fsum /com /Com /com /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

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

- - - - cmsel,s,rockbot Sheet 17 of 85 F ENERCON SERVICES, INC. Appendix RL-2 to Calculation PGE-009-CALC-003 f sum cmsel,s,boundary fsum / corn / corn / corn /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

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

- - - - cmsel,s,rockbot fsum cmsel,s,boundary fsum /com /CoN /CoN /com /com *************************

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

set,19 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

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

- - - - cmsel,s,rockbot fsum cmsel,s,boundary fsum n ENERCON Sheet 18 of 85 F SERVICES, INC. Appendix RL-2 to Calculation PGE-009-CALC-003

/com /com finish /output,padbchardreac,out

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

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

/o o m***** * * ******* * ****** * * ****** * * * * * * * * * * * * * * * * * * ** * * ** * * ** * * /com /com

Hard Rock Reactions

/com /file,dcslabh4 resume /header,on, off,off,off,off,off

/postl /com lcom **************

- - - - .**.*

oom *************************************************************************

/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 eseltype,2

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

cmsel,s,rockbot fsum cmsel,s,boundary fsum /com /com /com *************************************************************************

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

/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 Sheet 19 of 85 ENERCON F SERVICES, INC. Appendix RL-2 to Calculation PGE-009-CALC-003

/com /com

LOADS TRANSMITTED THRU CONCRETE/ROCK INTERFACE

- - - - fsum esel,type, 2 /Com /com ******** LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

- - - - cmsel,s,rockbot fsum cmsel,s,boundary fsum /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

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

- - - - cmsel,s,rockbot fsum cmsel,s,boundary fsum /COm /com /Om *************************************************************************

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

- - - - cmsel,s,rockbot Sheet 20 of 85 ENERCON F j SERVICES, INC. Appendix RL-2 to Calculation PGE-009-CALC-003 f sum cmsel,s,boundary fsum /Com /com /com *************************************************************************

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

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

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

set,5 eall cmsel,s,cask

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

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

- - - - cmsel,s,rockbot fsum cmsel,s,boundary fsum /com /com /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

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

cmsel,s,rockbot fsum cmsel,s,boundary fsum /com /com /corn *************************************************************************

Sheet 21 of 85 E l ENERCON SERVICES, INC. Appendix RL-2 to Calculation PGE-009-CALC-003

/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

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

- - - - cmsel,s,rockbot fsum cmsel,s,boundary fsum /com /com /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

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

- - - - cmsel,s,rockbot fsum cmsel,s,boundary fsum /com /com /com

LOAD CASE 9

set,9 eall cmsel,s,cask

/com /com ******** SUM OF LOADS APPLIED TO CASKS ******* fsum Sheet 22 of 85 ENERCON F A SERVICES,INC.

Appendix RL-2 to Calculation PGE-009-CALC-003 esel,type, l cmsel,s,base

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

fsum esel,type,2

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

cmsel,s,rockbot fsum cmsel,s,boundary 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

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

- - - - cmsel,s,rockbot fsum cmsel,s,boundary fsum /com /com /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

/com Sheet 23 of 85 ENERCON F SERVICES, INC. Appendix RL-2 to Calculation PGE-009-CALC-003

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

- - - - cmsel,s,rockbot fsum cmsel,s,boundary fsum /com /com /com /corn /com ****************************************

/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

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

- - - - cmsel,s,rockbot fsum cmsel,s,boundary fsum /com /com /com /com /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

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

- - - - cmsel,s,rockbot fsum Sheet 24 of 85 ENERCON F 1 SERVICES, INC. Appendix RL-2 to Calculation PGE-009-CALC-003 cmsel,s,boundary 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

- - - - fsum esel,type,2

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

cmsel,s,rockbot fsum cmsel,s,boundary fsum /com /com /com /com / corn *************************************************************************

/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

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

- - - - cmsel,s,rockbot fsum cmsel,s,boundary fsum /com Sheet 25 of 85 F 'lIENERCON SERVICES, INC. Appendix RL-2 to Calculation PGE-009-CALC-003

/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 esel,type,2

/com /com ******** LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS cmsel,s,rockbot fsum cmsel,s,boundary fsum /com /com /com /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

/com /com ******** LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS cmsel,s,rockbot fsum cmsel,s,boundary fsum /com /COm /com /com Sheet 26 of 85 FINC. Appendix RL-2 to Calculation PGE-009-CALC-003

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

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

LOAD CASE 18

set,18 eallr 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

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

cmsel,s,rockbot fsum cmsel,s,boundary fsum /com /com /com /com /com *************************************************************************

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

LOAD CASE 19

set,19 eallr 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

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

- - - cmsel,s,rockbot fsum cmsel,s,boundary fsum /com /Com fini /output /exit Sheet 27 of 85 r ENERCON r A SERVICES, INC. Appendix RL-2 to Calculation PGE-009-CALC-003 Below are the equilibrium results for the soft rock analyses:************************

Soft Rock Reactions

CURRENT JOBNAME REDEFINED AS dcslabs4 RESUME ANSYS DATA FROM FILE NAME=dcslabs4.db

- - ANSYS GLOBAL STATUS *** TITLE = Pad, LTSP(4), 20 Casks, 156 Kips West (X), Max Up, Soft Rock (Ux,Uz)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 12 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 CURRENT LOAD CASE = 0 OF 0 LOAD SET = 19 SUBSTEP = 1 TIME/FREQ

= 19.000 ELEMENT NUMBER = NODE NUMBER = KEYPOINT NUMBER = LINE NUMBER = AREA NUMBER = VOL. NUMBER =5 6 0 4620 1785 2160 33177 17051 259 396 295 70 (CARTESIAN)

INITIAL JOBNAME = dcslabs4 CURRENT JOBNAME = dcslabs4 PRINT HEADER DO NOT PRINT DO NOT PRINT DO NOT PRINT DO NOT PRINT DO NOT PRINT SUBTITLE(S)

LOAD STEP ID NOTE LINE(S) COLUMN HEADER LABELS REPORT TOTALS***** ANSYS -ENGINEERING ANALYSIS SYSTEM ANSYS/Structural U RELEASE 5.7 VERSION=INTEL NT 15:59:45 MAY 17, 2001 CP=2.293 00150104 Sheet 28 of 85 iENERCON F 3 SERVICES, INC. Appendix RL-2 to Calculation PGE-009-CALC-003 Pad, LTSP(4), 20 Casks, 156 Kips West (X), Max Up, Soft Rock (Ux,Uz) ***** ANSYS RESULTS INTERPRETATION (POST1) ***** ENTER /SHOW,DEVICE-NAME TO ENABLE GRAPHIC DISPLAY ENTER FINISH TO LEAVE POST1 *** NOTE *** CP= 2.293 TIME= 15:59:45 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 (Ux,Uz) 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 = 0.5478336E-05 FY = 7200000.

FZ = 0.4073729E-04 MX = 0.2937600E+10 MY = -0.1321663E-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 = -0.3366482E-05 Sheet 29 of 85 F ENERCON SERVICES, INC. Appendix RL-2 to Calculation PGE-009-CALC-003 FY = -0.1523250E+08 FZ = 0.1949664E-04 MX = -0.6214860E+10 MY = -0.3467895E-01 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.

- - - - LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

- - - - SELECT COMPONENT ROCKBOT ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES FX = -0.6714364E-01 FY = -0.1523250E+08 FZ = 0.2449211 MX = -0.6214861E+10 MY = -48.13500 MZ = -0.4661146E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 SELECT COMPONENT BOUNDARY ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES FX = -0.2933431E-05 FY = -0.1523250E+08 FZ = -0.8602593E-03 MX = -0.6214860E+10 MY = 0.2469008 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=

TIME/FREQUENCY=

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

SELECT COMPONENT CASK 17 WWWWW Sheet 30 of 85 E1 ERCON F SERVICES, INC. Appendix RL-2 to Calculation PGE-009-CALC-003

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

FX = 0.2501722E-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 = 0.2630582E-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 ESEL FOR LABEL= TYPE FROM 2 TO 2 BY 1 1728 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

"********

LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

SELECT COMPONENT ROCKBOT ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

FX = -0.3954542E-01 FY = -0.1176680E+08 FZ = -858999.9 MX = 0.3190453E+10 MY = 0.2628528E+09 MZ = -0.3600642E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 SELECT COMPONENT BOUNDARY ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

FX = 0.4173972E-04 Sheet 31 of 85 r r SERVICES, INC. Appendix RL-2 to Calculation PGE-009-CALC-003 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 (Ux,Uz) 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 MY = -0.8035105E+10 MZ = -0.4105466E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 ENERCON F SERVICES, INC. Appendix RL-2 to Calculation PGE-009-CALC-003 Sheet 32 of 85 ESEL FOR LABEL= TYPE FROM 2 TO 2 BY 1 1728 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

- - - - LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

SELECT COMPONENT ROCKBOT ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

FX = -819803.7 FY = -0.1176680E+08 FZ = -731342.3 MX = 0.1901121E+10 MY = 0.5532322E+09 MZ = -0.8205847E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 SELECT COMPONENT BOUNDARY ***** 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=

TIME/FREQUENCY=

4.0000 TITLE= Pad, HE(l), 20 Casks, 515 Kips N 45 W (Z,X), Soft Rock (Ux,Uz) 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 = -7283200.30 Sheet 33 of 85 ENERCON F SERVICES, INC. Appendix RL-2 to Calculation PGE-009-CALC-003 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.

- - - - LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

SELECT COMPONENT ROCKBOT ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

FX = -1061864.

FY = -0.1176680E+08 FZ = -622848.0 MX = 0.8413689E+09 MY = 0.6181537E+09 MZ = -0.9592252E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 SELECT COMPONENT BOUNDARY ***** 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 ENERCON Sheet 34 of 85 SERVICES, INC. Appendix RL-2 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=

35 TIME/FREQUENCY=

5.0000 TITLE= Pad, HE(1), 20 Casks, 515 Kips N 57.07 W (ZX), Soft Rock (Ux,Uz) 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.

- - - - LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

ENERCON F 3SERVICES, INC. Appendix RL-2 to Calculation PGE-009-CALC-003 Sheet 35 of 85 SELECT COMPONENT ROCKBOT ***** SUMMATION OF TOTAL FOK FX = -1255052.

FY = -0.1176680E+08 FZ = -484637.3 MX = -0.4662534E+09 MY = 0.6548989E+09 MZ = -0.1071406E+II SUMMATION POINT= 0.0000 SELECT COMPONENT BOUNDARY ***** SUMMATION OF TOTAL FO 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 RCES AND MOMENTS IN GLOBAL COORDINATES

- - - - 0.0000 0.0000 RCES AND MOMENTS IN GLOBAL COORDINATES

- - - - 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=

TIME/FREQUENCY=

6.0000 TITLE= Pad, HE(1), 20 Casks, 515 Kips West (W), Soft Rock (Ux,Uz) 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 = 0.2981973E-05 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 43 ENERCON Sheet 36 of 85 F A SERVICES, INC. Appendix RL-2 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 = 0.1679026E+08 FY = -0.1176680E+08 FZ = 0.3548767E-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.

- - - - LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

SELECT COMPONENT ROCKBOT ***** SUMMATION*OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

FX = -1485800.

FY = -0.1176680E+08 FZ = -22.39711 MX = -0.4800871E+10 MY = 0.6061995E+09 MZ = -0.1207753E+1I SUMMATION POINT= 0.0000 0.0000 0.0000 SELECT COMPONENT BOUNDARY ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

FX = 0.1679026E+08 FY = -0.1176680E+08 FZ = -0.3722327E-03 MX = -0.4800854E+10 MY = -0.6850426E+I10 MZ = -0.4529129E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 *************************

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

ENERCON FSERVICES, INC. Appendix RL-2 to Calculation PGE-009-CALC-003 USE LOAD STEP 7 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 7 SUBSTEP= 1 CUMULATIVE ITERATION=

TIME/FREQUENCY=

7.0000 TITLE= Pad, HE(1), 20 Casks, 206 Kips North (z), Max Up, Soft Rock (Ux,Uz) 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 = -0.7493209E-06 FY = 2552000.

FZ = -4120000.

MX = 0.5529960E+09 MY = 0.1260720E+I10 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 = 0.1114251E-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.

- - - - LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

SELECT COMPONENT ROCKBOT ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

- - - - FX = -1.424059 FY = -6568250.

FZ = -361308.9 MX = 0.7888639E+09 Sheet 37 of 85 55 Sheet 38 of 85 SENERCON F SERVICES, INC. Appendix RL-2 to Calculation PGE-009-CALC-003 MY = 0.1105617E+09 MZ = -0.2009884E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 SELECT COMPONENT BOUNDARY ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

FX = 0.2053417E-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 *************************

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

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

64 TIME/FREQUENCY=

8.0000 TITLE= Pad, HE(1), 20 Casks, 206 Kips West (X), Max Up, Soft Rock (Ux,Uz) 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 = -0.3471123E-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 1 TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

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

F 'I ENERCON FSERVICES, INC. Appendix RL-2 to Calculation PGE-009-CALC-003

- - - - SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES FX = 7525780.

FY = -6568250.

FZ = -0.3022093E-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.

- - - - LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

- - - - SELECT COMPONENT ROCKBOT ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES FX = -633012.8 FY = -6568250.

FZ = -2.284733 MX = -0.2679859E+10 MY = 0.2582665E+09 MZ = -0.5698043E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 SELECT COMPONENT BOUNDARY ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES FX = 7525780.

FY = -6568250.

FZ = -0.8626838E-04 MX = -0.2679846E+10 MY = -0.3070518E+10

MZ = -0.2344844E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 Sheet 39 of 85*************************

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

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

70 TIME/FREQUENCY=

9.0000 TITLE= Pad, HE(3), 20 Casks, 171.2 Kips North (Z), Max Dn, Soft Rock (Ux,Uz) 15348 ELEMENTS (OF 15348 DEFINED) SELECTED BY EALL COMMAND.WWWWW Sheet 40 of 85 F I Appendix RL-2 to Calculation PGE-009-CALC-003 SELECT COMPONENT CASK ******** SUM OF LOADS APPLIED TO CASKS **** ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

FX = -0.1182885E-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 = -0.3875168E-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.

- - - - LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

- - - - SELECT COMPONENT ROCKBOT ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

FX = 0.5707517 FY = -0.2751475E+08 FZ = -312958.4 MX = -0.8158818E+10 MY = 0.9576395E+08 MZ = -0.8419520E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 SELECT COMPONENT BOUNDARY Sheet 41 of 85 SNERCON F A SERVICES,INC.

Appendix RL-2 to Calculation PGE-009-CALC-003

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

FX = -0.1307185E-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 *************************

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 (Ux,Uz) 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 = -0.5381182E-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 = -0.1474256E-03 MX = -0.1122602E+11 MY = -0.2786550E+10 MZ = -0.8671997E+10 ENERCON F A SERVICES, INC. Appendix RL-2 to Calculation PGE-009-CALC-003 Sheet 42 of 85 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.

- - - - LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

SELECT COMPONENT ROCKBOT ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

- - - - FX = -554457.1 FY = -0.2751475E+08 FZ = 0.1624745' MX = -0.1122604E+II MY = 0.2262180E+09 MZ = -0.1168741E+II SUMMATION POINT= 0.0000 0.0000 0.0000 SELECT COMPONENT BOUNDARY ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

FX = 6829780.

FY = -0.2751475E+08 FZ = -0.2112467E-02 MX = -0.1122602E+1I 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=

TIME/FREQUENCY=

11.000 TITLE= Pad, LTSP(2), 20 Casks, 440 Kips North (Z), Soft Rock (Ux,Uz) 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 = -0.2045400E-05 85 Sheet 43 of 85 F m ENERCON INC. Appendix RL-2 to Calculation PGE-009-CALC-003 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 = -0.2181561E-04 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.

- - - - LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

- - - - SELECT COMPONENT ROCKBOT ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

- - - - FX = -0.3824719E-01 FY = -0.1094980E+08 FZ = -759131.3 MX = 0.2932983E+10 MY = 0.2322931E+09 MZ = -0.3350639E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 SELECT COMPONENT BOUNDARY ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

- - - - FX = -0.1926718E-04 FY = -0.1094980E+08 FZ = 0.1598105E+08 MX = -0.3747866E+10 MY = -0.4890203E+10 MZ = -0.3350639E+10 Sheet 44 of 85 ENERCON F 3 SERVICES,INC.

Appendix RL-2 to Calculation PGE-009-CALC-003 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 (Ux,Uz) 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 = 516640C.

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 ESEL FOR LABEL= TYPE FROM 2 TO 2 BY 1 Sheet 45 of 85 F SERVICSNC F I Appendix RL-2 to Calculation PGE-009-CALC-003 1728 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

- - - - LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

- - - - SELECT COMPONENT ROCKBOT ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

- - - - FX = -741388.9 FY = -0.1094980E+08 FZ = -645512.6 MX = 0.1738762E+10 MY = 0.4963783E+09 MZ = -0.7617650E+I10 SUMMATION POINT= 0.0000 0.0000 0.0000 SELECT COMPONENT BOUNDARY ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

- - - - FX = 8687595.

FY = -0.1094980E+08 FZ = 0.1341053E+08 MX = -0.3863355E+I10 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 (Ux,Uz) 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 ENERCON Sheet 46 of 85 F j SERVICES, IC SINC. Appendix RL-2 to Calculation PGE-009-CALC-003 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+I10 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.

- - - - LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

SELECT COMPONENT ROCKBOT ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

FX = -960571.7 FY = -0.1094980E+08 FZ = -549596.5 MX = 0.7584491E+09 MY = 0.5558539E+09 MZ = -0.8902014E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 SELECT COMPONENT BOUNDARY ***** 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 47 of 85 F lENERCON SERVICES, INC. Appendix RL-2 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 (Ux,Uz) 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 = 0.1341054E+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.

- - - - LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

Sheet 48 of 85 F ENERCON F 3SERVICES, INC. Appendix RL-2 to Calculation PGE-009-CALC-003 SELECT COMPONENT ROCKBOT ***** SUMMATION OF TOTAL FO FX = -1135628.

FY = -0.1094980E+08 FZ = -427034.0 MX = -0.4521659E+09 MY = 0.5899621E+09 MZ = -0.9940667E+10 SUMMATION POINT= 0.0000 SELECT COMPONENT BOUNDARY ***** SUMMATION OF TOTAL FO 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 RCES AND MOMENTS IN GLOBAL COORDINATES

- - - - 0.0000 0.0000 RCES AND MOMENTS IN GLOBAL COORDINATES

- - - - 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 (Ux,Uz) 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 = 0.6257367E-05 MX = 0.2107891E+10 MY = 0.3590400E+10 MZ = 0.2623718E+10 Sheet 49 of 85 F FSERVICES, INC. Appendix RL-2 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 = 0.1598106E+08 FY = -0.1094980E+08 FZ = -0.2169652E-05 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.

- - - - LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

- - - - SELECT COMPONENT ROCKBOT ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

- - - - FX = -1345166.

FY = -0.1094980E+08 FZ = -1.995697 MX = -0.4467521E+10 MY = 0.5488256E+09 MZ = -0.1120459E+II SUMMATION POINT= 0.0000 0.0000 0.0000 SELECT COMPONENT BOUNDARY ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

- - - - FX = 0.1598105E+08 FY = -0.1094980E+08 FZ = -0.2190985E-03 MX = -0.4467518E+10 MY = -0.6520270E+10 MZ = -0.4070291E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 Sheet 50 of 85 i ENERCON F A SERVICES,INC.

Appendix RL-2 to Calculation PGE-009-CALC-003

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 (Ux,Uz) 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 = 0.7245306E-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 = -0.6830181E-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 1728 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

- - - - LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

SELECT COMPONENT ROCKBOT Sheet 51 of 85 F SERVICES, INC. Appendix RL-2 to Calculation PGE-009-CALC-003

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

FX = -1.676150 FY = -4525750.

FZ = -316512.3 MX = 0.1431937E+10 MY = 0.9685302E+08 MZ = -0.1384879E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 SELECT COMPONENT BOUNDARY ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

FX = -0.3840997E-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 (Ux,Uz) 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 = 0.1808066E-06 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 ENERCON Sheet 52 of 85 ,INC. Appendix RL-2 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 = 7295275.

FY = -4525750.

FZ = -0.8801072E-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.

- - - - LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

SELECT COMPONENT ROCKBOT ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

FX = -579413.8 FY = -4525750.

FZ = -5.249667 MX = -0.1846508E+10 MY = 0.2363989E+09 MZ = -0.4865238E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 SELECT COMPONENT BOUNDARY ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

- FX = 7295275.

FY = -4525750.

FZ = -0.1770460E-04 MX = -0.1846506E+10 MY = -0.2976472E+10 MZ = -0.1632112E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 *************************

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

Sheet 53 of 85 F ENERCON SERVICES, INC. Appendix RL-2 to Calculation PGE-009-CALC-003 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 (Ux,Uz) 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 = -0.7457038E-07 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 = 0.3268483E-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.

- - - - LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

- - - - SELECT COMPONENT ROCKBOT ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

- - - - FX = -1.208784 FY = -3521750.

ENERCON Sheet 54 of 85 A SERVICES, INC. Appendix RL-2 to Calculation PGE-009-CALC-003 FZ = -285414.0 MX = 0.1621974E+10 MY = 0.8733711E+08 MZ = -0.1077653E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 SELECT COMPONENT BOUNDARY ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

FX = 0.2974413E-05 FY = -3521750.

FZ = 6895275.

MX = -0.1237041E+I10 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 (Ux,Uz) 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 = -0.4374459E-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.

Sheet 55 of 85 ENERCON F SERVICES, INC. Appendix RL-2 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 = 6895275.

FY = -3521750.

FZ = -0.7730789E-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.

- - - - LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

- - - - SELECT COMPONENT ROCKBOT ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

- - - - FX = -532056.0 FY = -3521750.

FZ = -0.3588729 MX = -0.1436875E+10 MY = 0.2170780E+09 MZ = -0.4324816E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 SELECT COMPONENT BOUNDARY ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

- - - - FX = 6895275.

FY = -3521750.

FZ = -0.6228757E-05 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 =60.096 Sheet 56 of 85 SENERCON F SERVICES, INC. Appendix RL-2 to Calculation PGE-009-CALC-003

- - NOTE *** CP= 60.096 TIME= 16:01:04 A total of 1 warnings and errors written to dcslabs4.err.

/OUTPUT FILE= padbchardreac.out Sheet 57 of 85 r ENERCON F' SERVICES, INC. Appendix RL-2 to Calculation PGE-009-CALC-003 Below are the equilibrium results for the hard rock analyses:************************

Hard Rock Reactions

CURRENT JOBNAME REDEFINED AS dcslabh4 RESUME ANSYS DATA FROM FILE NAME=dcslabh4.db

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

NUMBER OF ELEMENT TYPES = 6 1536 ELEMENTS CURRENTLY SELECTED.

MAX 0 NODES CURRENTLY SELECTED.

MAX 259 KEYPOINTS CURRENTLY SELECTED.

MAX 0 LINES CURRENTLY SELECTED.

MAX 181 AREAS CURRENTLY SELECTED.

MAX 70 VOLUMES CURRENTLY SELECTED.

MAX 12 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 1785 2160 33177 17051 259 396 295 70 (CARTESIAN)

INITIAL JOBNAME = dcslabs4 CURRENT JOBNAME = dcslabh4 PRINT HEADER DO NOT PRINT DO NOT PRINT DO NOT PRINT DO NOT PRINT DO NOT PRINT SUBTITLE (S) LOAD STEP ID NOTE LINE(S) COLUMN HEADER LABELS REPORT TOTALS***** ANSYS RESULTS INTERPRETATION (POST1) ***** ENTER /SHOW,DEVICE-NAME TO ENABLE GRAPHIC DISPLAY ENTER FINISH TO LEAVE POST1 Sheet 58 of 85 F tl ENERCON SERVICES, INC. Appendix RL-2 to Calculation PGE-009-CALC-003

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, Hard Rock (Ux,Uz) 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 = 0.2336574E-05 FY = 7200000.

FZ = 0.1870073E-04 MX = 0.2937600E+10 MY = -0.7909636E-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 = -0.6838537E-05 FY = -0.1523250E+08 FZ = 0.2795913E-04 MX = -0.6214860E+10 MY = -0.3689440E-01 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.

- - - - LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

- - - - SELECT COMPONENT ROCKBOT *** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

- - - - FX = 0.1942676E-01 Sheet 59 of 85 r r 3 SERVICES, INC. Appendix RL-2 to Calculation PGE-009-CALC-003 FY = -0.1523250E+08 FZ = 0.1445923 MX = -0.6214861E+10 MY = -52.20591 MZ = -0.4661146E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 SELECT COMPONENT BOUNDARY ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

- - - - FX = 0.1153477E-04 FY = -0.1523250E+08 FZ = 0.1735607E-02 MX = -0.6214860E+10 MY = -0.5340235 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(l), 20 Casks, 515 Kips North (Z), Hard Rock (Ux,Uz) 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 = 0.6905391E-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

'ENERCON Sheet 60 of 85 F j SERVICES,N ,INC. Appendix RL-2 to Calculation PGE-009-CALC-003

- - - - LOADS TRANSMITTED THRU CONCRETE/ROCK INTERFACE

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

FX = 0.8221587E-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 ESEL FOR LABEL= TYPE FROM 2 TO 2 BY 1 1728 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

- - - - LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

SELECT COMPONENT ROCKBOT ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

FX = 0.2787352E-01 FY = -0.1176680E+08 FZ = -707244.2 MX = 0.3517095E+10 MY = 0.2164155E+09 MZ = -0.3600641E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 SELECT COMPONENT BOUNDARY ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

FX = 0.3103859E-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 *************************

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 Sheet 61 of 85 ENERCON F SERVICES,INC.

Appendix RL-2 to Calculation PGE-009-CALC-003 TITLE= Pad, HE(I), 20 Casks, 515 Kips N 32.93 W (Z,X), Hard Rock (UxUz) 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 = 0.229-7792E+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.

- - - - LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

- - - - SELECT COMPONENT ROCKBOT ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

- - - - FX = -780726.1 FY = -0.1176680E+08 FZ = -613581.8 MX = 0.2170201E+10 MY = 0.4955775E+09 MZ = -0.8372519E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 Sheet 62 of 85 F lENERCON FSERVICES, INC. Appendix RL-2 to Calculation PGE-009-CALC-003 SELECT COMPONENT BOUNDARY ***** 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(1), 20 Casks, 515 Kips N 45 W (Z,X), Hard Rock (Ux,Uz) 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 Sheet 63 of 85 F 'm ENERCON SERVICES, INC. Appendix RL-2 to Calculation PGE-009-CALC-003 MX = -0.4144190E+i10 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.

- - - - LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

- - - - SELECT COMPONENT ROCKBOT ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

- - - - FX = -1007359.

FY = -0.1176680E+08 FZ = -530238.7 MX = 0.1063169E+10 MY = 0.5612854E+09 MZ = -0.9812455E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 SELECT COMPONENT BOUNDARY *** 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 (Ux,Uz) 15348 ELEMENTS (OF 15348 DEFINED) SELECTED BY EALL COMMAND.

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

ENERCON F SERVICES, INC. Appendix RL-2 to Calculation PGE-009-CALC-003 Sheet 64 of 85***** 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.

- - - - LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

- - - - SELECT COMPONENT ROCKBOT ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

FX = -1186581.

FY = -0.1176680E+08 FZ = -419548.2 MX = -0.2999393E+09 MY = 0.6012734E+09 MZ = -0.1097580E+11 SUMMATION POINT= 0.0000 0.0000 0.0000 SELECT COMPONENT BOUNDARY ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

FX = 0.1409120E+08 FY = -0.1176680E+08 FZ = 9125488.

Sheet 65 of 85 F 'IENERCON FSERVICES, INC. Appendix RL-2 to Calculation PGE-009-CALC-003 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=

54 TIME/FREQUENCY=

6.0000 TITLE= Pad, HE(1), 20 Casks, 515 Kips West (W), Hard Rock (Ux,Uz) 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 k** FX = -0.1030000E+08 FY = 5340800.

FZ = -0.2204044E-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 = -0.2365172E-04 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 F l A xtENERCON F ASERVICES, INC. Appendix RL-2 to Calculation PGE-009-CALC-003 1728 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

- - - - LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

- - - - SELECT COMPONENT ROCKBOT ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES FX = -1397675.

FY = -0.1176680E+08 FZ = -13.25700 MX = -0.4800873E+10 MY = 0.5702472E+09 MZ = -0.1239037E+11 SUMMATION POINT= 0.0000 0.0000 0.0000 SELECT COMPONENT BOUNDARY ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES FX = 0.1679026E+08 FY = -0.1176680E+08 FZ = 0.1484795E-02 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=

TIME/FREQUENCY=

7.0000 TITLE= Pad, HE(l), 20 Casks, 206 Kips North (z), Max Up, Hard Rock (Ux,Uz) 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 = -0.8438951E-07 FY = 2552000.

FZ = -4120000.

MX = 0.5529960E+09 MY = 0.1260720E+10 Sheet 66 of 85 74 Sheet 67 of 85 F lIENERCON STERVICES, INC. Appendix RL-2 to Calculation PGE-009-CALC-003 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 = 0.1333161E-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.

- - - - LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

- - - - SELECT COMPONENT ROCKBOT ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

- - - - FX = -1.208761 FY = -6568250.

FZ = -301994.0 MX = 0.9217830E+09 MY = 0.9240988E+08 MZ = -0.2009887E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 SELECT COMPONENT BOUNDARY ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

- - - - FX = -0.1426613E-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 Sheet 68 of 85 F Ei ENERCON SERVICES, INC. Appendix RL-2 to Calculation PGE-009-CALC-003

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 (Ux,Uz) 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 = -0.9498617E-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 = 7525780.

FY = -6568250.

FZ = -0.2137206E-06 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.

- - - - LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

SELECT COMPONENT ROCKBOT F 'ENERCON SERVICES, INC. ,Appendix RL-2 to Calculation PGE-009-CALC-003

- - - - SUMMATION OF TOTAL FX = -598368.8 FY = -6568250.

FZ = -4.703928 MX = -0.2679850E+10 MY = 0.2441313E+09 MZ = -0.5828534E+10 SUMMATION POINT= 0.0000 SELECT FORCES AND MOMENTS IN GLOBAL COORDINATES

- - - - 0.0000 0.0000 COMPONENT BOUNDARY***** SUMMATION OF TOTAL FX = 7525780.

FY = -6568250.

FZ = 0.6859088E-03 MX = -0.2679846E+10 MY = -0.3070518E+10 MZ = -0.2344844E+10 SUMMATION POINT= 0.0000 FORCES AND MOMENTS IN GLOBAL COORDINATES

- - - - 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 (Ux,Uz)15348 ELEMENTS (OF SELECT 15348 DEFINED) SELECTED BY EALL COMMAND.COMPONENT CASK******** SUM OF LOADS APPLIED TO CASKS ************ SUMMATION OF TOTAL FX = -0.1407689E-04 FY = 0.1546600E+08 FZ = -3424000.

MX = 0.5904384E+10 MY = 0.1047744E+10 MZ = 0.4732596E+I10 SUMMATION POINT= 0.0000 ESEL FOR LABEL= TYPE FROM FORCES AND MOMENTS IN GLOBAL COORDINATES

- - - - 0.0000 1 TO 0.0000 1 BY 1 15348 DEFINED) SELECTED BY ESEL COMMAND.Sheet 69 of 85 9056 ELEMENTS (OF Sheet 70 of 85 N ERCON FSERVICES, INC. Appendix RL-2 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 = 0.3545911E-06 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.

- - - - LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

SELECT COMPONENT ROCKBOT ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

- - - - FX = 0.3696025 FY = -0.2751475E+08 FZ = -265578.7 MX = -0.8049617E+10 MY = 0.8126646E+08 MZ = -0.8419517E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 SELECT COMPONENT BOUNDARY ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

FX = 0.8192083E-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 *******************

LOAD CASE 10 *********************************

USE LOAD STEP 10 SUBSTEP 0 FOR LOAD CASE 0 Sheet 71 of 85 F t ENERCON SERVICES, INC. Appendix RL-2 to Calculation PGE-009-CALC-003 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 (Ux,Uz) 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 = 0.1298196E-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 = -0.2038106E-05 MX = -0.1122602E+II 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.

- - - - LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

SELECT COMPONENT ROCKBOT ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

- - - - FX = -531443.7 FY = -0.2751475E+08 FZ = 0.2273579 MX = -0.1122602E+11 MY = 0.2168284E+09 MZ = -0.1178228E+II Sheet 72 of 85 SSERCON F SERVICES, INC. Appendix RL-2 to Calculation PGE-009-CALC-003 SUMMATION POINT= 0.0000 0.0000 0.0000 SELECT COMPONENT BOUNDARY ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

FX = 6829780.

FY = -0.2751475E+08 FZ = 0.3435816E-02 MX = -0.1122602E+11 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=

117 TIME/FREQUENCY=

11.000 TITLE= Pad, LTSP(2), 20 Casks, 440 Kips North (Z), Hard Rock (Ux,Uz) 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 = -0.9947571E-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 = 0.5555507E-05 Sheet 73 of 85 F ENERCON FSERVICES, INC. Appendix RL-2 to Calculation PGE-009-CALC-003 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.

- - - - LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

SELECT COMPONENT ROCKBOT ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES FX = -1.163949 FY = -0.1094980E+08 FZ = -618998.2 MX = 0.3236129E+10 MY = 0.1894133E+09 MZ = -0.3350639E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 SELECT COMPONENT BOUNDARY ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES FX = 0.1237688E-04 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* ************************

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 (Ux,Uz) 15348 ELEMENTS (OF 15348 DEFINED) SELECTED BY EALL COMMAND.WWWWW F' Ji ENERCONC Sheet 74 of 85 SERVICES, INC. Appendix RL-2 to Calculation PGE-009-CALC-003 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+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.

- - - - LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

- - - - SELECT COMPONENT ROCKBOT ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

FX = -705326.2 FY = -0.1094980E+08 FZ = -535915.1 MX = 0.1988556E+10 MY = 0.4436364E+09 MZ = -0.7770988E+I10 SUMMATION POINT= 0.0000 0.0000 0.0000 SELECT COMPONENT BOUNDARY Sheet 75 of 85 F l ENERCON SERVICES, INC. Appendix RL-2 to Calculation PGE-009-CALC-003

- - - - 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 (Ux,Uz) 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 = 0.1129908E+08 FY = -0.1094980E+08 FZ = 0.1129908E+08 MX = -0.3958592E+10 Sheet 76 of 85 SSERCON F j SERVICES,INC.

Appendix RL-2 to Calculation PGE-009-CALC-003 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.

- - - - LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

SELECT COMPONENT ROCKBOT ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

FX = -910586.9 FY = -0.1094980E+08 FZ = -462359.4 MX = 0.9650370E+09 MY = 0.5038940E+09 MZ = -0.9104714E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 SELECT COMPONENT BOUNDARY ***** 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 (Ux,Uz) 15348 ELEMENTS (OF 15348 DEFINED) SELECTED BY EALL COMMAND.

SELECT COMPONENT CASK Sheet 77 of 85 F ENERCON SERVICES, INC. Appendix RL-2 to Calculation PGE-009-CALC-003

- - - - 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 = 0.1341054E+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.

- - - - LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

SELECT COMPONENT ROCKBOT ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

FX = -1073078.

FY = -0.1094980E+08 FZ = -365047.5 MX = -0.2970065E+09 MY = 0.5409423E+09 MZ = -0.1018202E+II SUMMATION POINT= 0.0000 0.0000 0.0000 SELECT COMPONENT BOUNDARY ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

- - - - FX = 0.1341054E+08 FY = -0.1094980E+08 Sheet 78 of 85 SNERCON F SERVICES, INC. Appendix RL-2 to Calculation PGE-009-CALC-003 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=

153 TIME/FREQUENCY=

15.000 TITLE= Pad, LTSP(2), 20 Casks, 440 Kips West (X), Hard Rock (Ux,Uz) 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 = -0.1865430E-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 = -0.1089614E-04 MX = -0.4467518E+10 MY = -0.6520270E+10 MZ = -0.4070291E+10 F

FSERVICES, INC. Appendix RL-2 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.

- - - - LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

- - - - SELECT COMPONENT ROCKBOT

SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES FX = -1265535.

FY = -0.1094980E+08 FZ = -12.50400 MX = -0.446-7531E+10 MY = 0.5163336E+09 MZ = -0.1149400E+II SUMMATION POINT= 0.0000 0.0000 0.0000 SELECT COMPONENT BOUNDARY ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES FX = 0.1598106E+08 FY = -0.1094980E+08 FZ = 0.1395653E-02 MX = -0.4467518E+10 MY = -0.6520270E+10 MZ = -0.4070291E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 Sheet 79 of 85*************************

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 (Ux,Uz) 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 80 of 85 ENERCON F SERVICES, INC. Appendix RL-2 to Calculation PGE-009-CALC-003 FX = 0.3230364E-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 = 0.1085526E-04 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 1728 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

- - - - LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

SELECT COMPONENT ROCKBOT ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

- - FX = -0.2948885 FY = -4525750.

FZ = -253410.0 MX = 0.1567884E+10 MY = 0.7754302E+08 MZ = -0.1384879E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 SELECT COMPONENT BOUNDARY ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

FX = 0.3031691E-05 FY = -4525750.

FZ = 7295275.

MX = -0.1599273E+10 MY = -0.2232354E+10 Sheet 81 of 85 F 'a ENERCON SERVICES, INC. Appendix RL-2 to Calculation PGE-009-CALC-003 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=

201 TIME/FREQUENCY=

17.000 TITLE= Pad, LTSP(2), 20 Casks, 176 Kips West (X), Max Up, Hard Rock (Ux,Uz) 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 = 0.8199710E-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 = 7295275.

FY = -4525750.

FZ = -0.2198053E-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 Sheet 82 of 85 F F A SERVICES, INC. Appendix RL-2 to Calculation PGE-009-CALC-003 1728 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

- - - - LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

SELECT COMPONENT ROCKBOT ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

- - - - FX = -544125.7 FY = -4525750.

FZ = -8.835029 MX = -0.1846515E+10 MY = 0.2220006E+09 MZ = -0.4994101E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 SELECT COMPONENT BOUNDARY ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

FX = 7295275.

FY = -4525750.

FZ = 0.5371485E-03 MX = -0.1846506E+10 MY = -0.2976472E+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=

226 TIME/FREQUENCY=

18.000 TITLE= Pad, LTSP(4), 20 Casks, 156 Kips North (Z), Max Up, Hard Rock (Ux,Uz) 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 = 0.9470626E-05 FY = 1112000.

FZ = -3120000.

Sheet 83 of 85 F SERVICES, INC. Appendix RL-2 to Calculation PGE-009-CALC-003 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 = -0.4715513E-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.

- - - - LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

- - - - SELECT COMPONENT ROCKBOT ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

- - - - FX = -5.447510 FY = -3521750.

FZ = -225404.9 MX = 0.1749726E+10 MY = 0.6897422E+08 MZ = -0.1077650E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 SELECT COMPONENT BOUNDARY ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

- - - - FX = 0.2105737E-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

' ENERCON Sheet 84 of 85 FSERVICES, INC. Appendix RL-2 to Calculation PGE-009-CALC-003

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

USE LOAD STEP 19 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 19 SUBSTEP= 1 CUMULATIVE ITERATION=

251 TIME/FREQUENCY=

19.000 TITLE= Pad, LTSP(4), 20 Casks, 156 Kips West (X), Max Up, Hard Rock (Ux,Uz) 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 = 0.6654714E-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 = 0.1321486E-04 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.

Sheet 85 of 85 F 'I ENERCON SERVICES, INC. Appendix RL-2 to Calculation PGE-009-CALC-003

- - - - LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

- - - - COMPONENT ROCKBOT***** SUMMATION OF TOTAL FX = -497581.0 FY = -3521750.

FZ = -8.311410 MX = -0.1436885E+10 MY = 0.2030114E+09 MZ = -0.4446427E+10 SUMMATION POINT= 0.0000 SELECT FORCES AND MOMENTS IN GLOBAL COORDINATES

- - - - 0.0000 0.0000 COMPONENT BOUNDARY***** SUMMATION OF TOTAL FX = 6895275.

FY = -3521750.

FZ = 0.4158949E-03 MX = -0.1436874E+10 MY = -0.2813272E+10 MZ = -0.1277488E+10 SUMMATION POINT= 0.0000 FORCES AND MOMENTS IN GLOBAL COORDINATES

- - - - 0.0000 0.0000 EXIT THE ANSYS POST1 DATABASE PROCESSOR

- - - - ROUTINE COMPLETED

- - - - CP =118.280*** NOTE *** CP= 118.280 TIME= 16:02:21 A total of 1 warnings and errors written to dcslabs4.err.

SELECT Sheet 1 of 31 E 'JENERCON SERVICES, INC. Appendix RL-3 to Calculation PGE-009-CALC-003 Originator:

S. C. Tumminelli Date: November 30, 2001 Appendix RL-3 Reaction Loads -90 % Pad Density This Appendix presents reaction loads of the model with the pad reduced to 90% expected concrete density 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 analyses are provided.

Only Load Cases 1 through 6 and 11 through 15 are scanned, since those are the Load Cases that will provide the bounding results.

A comparison of the expected forces and the forces scanned from the soft rock analysis database 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 8 ANSYS output file for reactions for the soft rock model sheet 18 ENERCON SERVICES, INC. Appendix RL-3 to Calculation PGE-009-CALC-003 Sheet 2 of 31 Below are the calculations that compute the expected reactions from the ANSYS analyses:

Pad Weight is 68*105*7.5*0.15*0.90

= 7229.25 Kip Load Step 1 Gravity Sum of Applied Loads Fx Fy= 360000*20 Fz Sum of Forces at Pad/Rock Interface and at Rock Boundary Fx Fy = 360000*20

+ 7229250 Fz=0 = 14429250 =0 Load Step 2 -Apply in the North (Z) direction:

Sum of Applied Loads Fx Fy = 267040*20 Fz = 515000*20=0 = 5340800 = 10300000 Sum of Forces at Pad/Rock Interface and at Rock Boundary Fx = =0 Fy = 267040*20

+ 0.800*7229250

= 11124200 Fz = 515000*20

+ 0.808*7229250

= 16141234 Load Step 3 -Apply in the North 32.93 degrees West direction:

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

+ 0.439 *7229250 = 8772861 Fy= 267040*20

+ 0.800*7229250

= 11124200 Fz = 432258*20

+ 0.678*7229250

= 13546592 F,3=0 = 7200000 =0 F '~ENERCON F SERVICES, INC. Appendix RL-3 to Calculation PGE-009-CALC-003 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 31= 7283200 = 5340800 = 7283200 Sum of Forces at Pad/Rock Interface and at Rock Boundary Fx=364160*20+0.571*7229250

= 11411102 Fy= 267040*20

+ 0.800*7229250

= 11124200 Fz=364160*20+0.571*7229250

= 11411102 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*7229250

= 13546592 Fy = 267040*20

+ 0.800*7229250

= 11124200 Fz= 279961*20

+0.439*7229250

= 8772861 Load Step 6 -Apply in the West direction Sum of Applied Loads 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*7229250

= 16141234 Fy = 267040*20

+ 0.800*7229250

= 11124200 Fz = 0 Load Step 7 -Apply in the North direction Sum of Applied Loads F ENERCON SERVICES, INC. Appendix RL-3 to Calculation PGE-009-CALC-003 Fx Fy = 127600*20 Fz = 206000*20 Fx=0 Sheet 4 of 31=0 =2552000 = 4120000 Sum of Forces at Pad/Rock Interface and at Rock Boundary Fy = 127600*20

+ 0.500*7229250

= 6166625 Fz = 206000*20

+ 0.424*7229250

= 7185202 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*7229250

= 7185202 Fy = 127600*20

+ 0.500*7229250

= 6166625 Fz=0 Load Step 9 -Apply in the North direction:

Sum of Applied Loads 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*7229250

= 26309875 Fz = 171200*20

+ 0.424*7229250

= 6489202 Load Step 10 -Apply in the West direction:

Sum of Applied Loads Fx= 171200*20 Fy=773300*20 Fz= 3424000 = 15466000 =0 F ENERCON SERVICES, INC. Appendix RL-3 to Calculation PGE-009-CALC-003 Sum of Forces at Pad/Rock Interface and at Rock Boundary Fx = 171200*20

+ 0.424*7229250

= 6489202 Fy = 773300*20

+ 1.500*7229250

= 26309875 Fz =0 Load Step 11 -Apply in the North (Z) direction:

Sum of Applied Loads Fx Fy= 258320*20 Fz = 440000*20 Sheet 5 of 31=0 = 5166400 = 8800000 Sum of Forces at Pad/Rock Interface and at Rock Boundary Fx Fy = 258320*20

+ 0.720*7229250 Fz = 440000*20

+ 0.894*7229250

=0 = 10371460 = 15262950 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*7229250

= 8297216 Fy = 258320*20

+ 0.720*7229250

= 10371460 Fz = 369308*20

+ 0.750*7229250

= 12808098 Load Step 13 -Apply in the North 45 degrees West direction:

Sum of Applied Loads Fx= 311127*20 Fy= 258320*20 Fz= 311127*20= 6222540 = 5166400 = 6222540 Sum of Forces at Pad/Rock Interface and at Rock Boundary Fx = 311127*20

+ 0.632*7229250

= 10791426 Fy = 258320*20

+ 0.720*7229250

= 10371460 F ENERCON SERVICES, INC. Appendix RL-3 to Calculation PGE-009-CALC-003 Fz = 311127*20

+ 0.632*7229250

= 10791426 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 Sheet 6 of 31= 7386160 = 5166400 = 4783800 Sum of Forces at Pad/Rock Interface and at Rock Boundary Fx = 369308*20

+ 0.750*7229250

= 12808098 Fy = 258320*20

+ 0.720*7229250

= 10371460 Fz = 239190*20

+ 0.486*7229250

= 8297216 Load Step 15 -Apply in the West direction:

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

+ 0.894*7229250

= 15262950 Fy = 258320*20

+ 0.720*7229250

= 10371460 Fz = 0 Load Step 16 -Apply in the North direction:

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

+ 0.300*7229250

= 4284775 Fz = 176000*20

+ 0.470*7229250

= 6917748 Load Step 17 -Apply in the West direction:

F '~IENERCON F SERVICES, INC. Appendix RL-3 to Calculation PGE-009-CALC-003 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*7229250

= 6917748 Fy = 105800*20

+ 0.300*7229250

= 4284775 Fz=0 Load Step 18 -Apply in the North direction:

Sum of Applied Loads Fx Fy= 55600*20 Fz= 156000*20=0 = 1112000 = 3120000 Sum of Forces at Pad/Rock Interface and at Rock Boundary Fx Fy = 55600*20 + 0.300*7229250 Fz = 156000*20

+ 0.470*7229250 Load Step 19 -Apply in the West direction:

Sum of Applied Loads Fx= 156000*20 Fy= 55600*20 Fz=0 = 3280775 = 6517748= 3120000 = 1112000 = 0 Sum of Forces at Pad/Rock Interface and at Rock Boundary Fx = 156000*20

+ 0.470*7229250

= 6517748 Fy = 55600*20 + 0.300*7229250

= 3280775 Fz =0 Sheet 7 of 31 Sheet 8 of 31 N °RCON F SERVICES, INC. Appendix RL-3 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 for the 0.9D models /com /com, 0.9D Soft Rock Load Step Results /com /output,pad9Dsoftreac,out

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

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

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

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

Soft Rock Reactions

/com /file,dcslabs3 resume /postl /com /com *************************

LOAD CASE 1

set,1 eall cmsel,s,cask

/com /com ******** SUM OF LOADS APPLIED TO CASKS 0.9D MODEL

fsum esel,type, 1 cmsel,s,base

ýcom /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 2 ********************************

set,2 eall cmsel,s,cask

/com /com ******** SUM OF LOADS APPLIED TO CASKS -0.9D MODEL

f sum esel,type,1 Sheet 9 of 31 E l!ENERCON FA SERVICES, INC. Appendix RL-3 to Calculation PGE-009-CALC-003 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 **************************************

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

/com

LOAD CASE 3

set,3 eall cmsel,s,cask

/Com /com ******** SUM OF LOADS APPLIED TO CASKS 0.9D MODEL 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 4 **********************************

set,4 eall cmsel,s,cask

/com /com ******** SUM OF LOADS APPLIED TO CASKS -0.9D MODEL 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 fsum /com /com o* **/com****************

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

com *************************************************************************

/com

LOAD CASE 5

set,5 Sheet 10 of 31 r l ENERCON r.SERRVICES, INC. Appendix RL-3 to Calculation PGE-009-CALC-003 eall cmsel,s,cask

/com /com ******** SUM OF LOADS APPLIED TO CASKS -0.9D MODEL

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 6 **********************************

set,6 eall cmsel,s,cask

/com /com ******** SUM OF LOADS APPLIED TO CASKS -0.9D MODEL ******* 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 **************

** **************

****** ******. **. ******.**.*****.**

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

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

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

set,11 eallr cmsel,s,cask

/com /com ******** SUM OF LOADS APPLIED TO CASKS -0.9D MODEL

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 11 of 31 SENERCON F SERVICES, INC. Appendix RL-3 to Calculation PGE-009-CALC-003

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

LOAD CASE 12

set,12 eallr cmsel,s,cask

/com /com ******** SUM OF LOADS APPLIED TO CASKS -0.9D MODEL 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 *************************************************************************

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

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

set,13 eallr cmsel,s,cask

/com /com ******** SUM OF LOADS APPLIED TO CASKS -0.9D MODEL ******* 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 14

set,14 eallr cmsel,s,cask

/com Sheet 12 of 31 °ENERCON F SERVICES, INC. Appendix RL-3 to Calculation PGE-009-CALC-003

/com ******** SUM OF LOADS APPLIED TO CASKS -0.9D MODEL **** 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 15

set,15 eallr cmsel,s,cask

/com /com ******** SUM OF LOADS APPLIED TO CASKS -0.9D MODEL ******* 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 finish /output,pad9Dhardreac,out

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

lcom *************************************************************************

loom *************************************************************************

/com /com 0 O.9D Hard Rock Reactions

/com /file,dcslabh3 resume /postl /com /com *************************************************************************

Com *************************************************************************

Sheet 13 of 31 r'..ENERCON SERVICES, INC. Appendix RL-3 to Calculation PGE-009-CALC-003

/com

LOAD CASE 1

set,1 eall cmsel,s,cask

/com /com ******** SUM OF LOADS APPLIED TO CASKS -0.9D MODEL ******* 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 /com ***************

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

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

/com

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

set,2 eall cmsel,s,cask

/Com /com ******** SUM OF LOADS APPLIED TO CASKS 0.9D MODEL ******* 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 -0.9D MODEL ******* fsum esel,typel cmsel,s,base

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

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

/com Sheet 14 of 31 F '~ENERCON SERVICES, INC. Appendix RL-3 to Calculation PGE-009-CALC-003

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

- - - - fsum /com /com /com

LOAD CASE 4

set,4 eall cmsel,s,cask

/com /com ******** SUM OF LOADS APPLIED TO CASKS -0.9D MODEL ******* 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 5 **********************************

set,5 eall cmsel,s,cask

/com /com ******** SUM OF LOADS APPLIED TO CASKS -0.9D MODEL ******* 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 / corn *************************************************************************

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

LOAD CASE 6

set,6 eall cmsel,s,cask

/com /com ******** SUM OF LOADS APPLIED TO CASKS -0.9D MODEL

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

Sheet 15 of 31 rIJENERCON F SERVICES, INC. Appendix RL-3 to Calculation PGE-009-CALC-003

/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 ***********************************************************

/com

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

set,11 eallr cmsel,s,cask

/com /com ******** SUM OF LOADS APPLIED TO CASKS -0.9D MODEL 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 /oom *************************************************************************

/com ******** LOAD CASE 12

set,12 eallr cmsel,s,cask

/com /com ******** SUM OF LOADS APPLIED TO CASKS -0.9D MODEL 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 *************************************************************************

Sheet 16 of 31 F '~i ENERCON SERVICES, INC. Appendix RL-3 to Calculation PGE-009-CALC-003

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

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

set,13 eallr cmsel,s,cask

/com /com ******** SUM OF LOADS APPLIED TO CASKS -0.9D MODEL ******* 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 /corn *************************************************************************

/com

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

set,14 eallr cmsel,s,cask

/com /com ******** SUM OF LOADS APPLIED TO CASKS -0.9D MODEL

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

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

/com

LOAD CASE 15

set,15 eallr cmsel,s,cask

/com /com ******** SUM OF LOADS APPLIED TO CASKS -0.9D MODEL ******* f sum esel,type,l cmsel,s,base

/com Sheet 17 of 31 F 'l ENERCON SERVICES, INC. Appendix RL-3 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 fini /output /exit ENERCON SERVICES, INC. Appendix RL-3 to Calculation PGE-009-CALC-003 Below are the equilibrium results for the soft rock analyses:************************

Soft Rock Reactions

CURRENT JOBNAME REDEFINED AS dcslabs3 RESUME ANSYS DATA FROM FILE NAME=dcslabs3.db

- - ANSYS GLOBAL STATUS ***TITLE = Pad, 0.9D, LTSP(2), 20 Casks, 440 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 Kips West (X), Soft Rock ELEMENT NUMBER = 33177 NODE NUMBER = 17051 KEYPOINT NUMBER = 259 LINE NUMBER = 396 AREA NUMBER = 295 VOL. NUMBER = 70 5 6 0 (CARTESIAN) 4620 2193 2160 INITIAL JOBNAME = dcslabs3 CURRENT JOBNAME = dcslabs3***** ANSYS -ENGINEERING ANALYSIS SYSTEM ANSYS/Structural U 00150104 VERSION=INTEL NT RELEASE 5.7 18:06:14 JUN 25, 2001 CP=Pad, 0.9D, LTSP(2), 20 Casks, 440 Kips West (X), Soft Rock ***** ANSYS RESULTS INTERPRETATION (POST1) *****ENTER /SHOW,DEVICE-NAME ENTER FINISH TO ENABLE GRAPHIC DISPLAY TO LEAVE POST1*** NOTE *** CP= 1.212 TIME= 18:06:14 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).

EI Sheet 18 of 31 1.212 Sheet 19 of 31 r ENERCON r. SERVICES, INC. Appendix RL-3 to Calculation PGE-009-CALC-003

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, 0.9D, Gravity, 20 Casks, Soft Rock 15348 ELEMENTS (OF 15348 DEFINED) SELECTED BY EALL COMMAND.

SELECT COMPONENT CASK ******** SUM OF LOADS APPLIED TO CASKS -0.9D MODEL ******* ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

FX = -0.1643858E-05 FY = 7200000.

FZ = 0.3279789E-04 MX = 0.2937600E+10 MY = -0.7614980E-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 = -0.2394905E-05 FY = -0.1442918E+08 FZ = -0.2314172E-05 MX = -0.5887107E+10 MY = -0.1428637E-02 MZ = -0.4415330E+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 = -0.1925732E-04 FY = -0.1442918E+08 Sheet 20 of 31 r 'n ENERCON r Al SERVICES, INC. Appendix RL-3 to Calculation PGE-009-CALC-003 FZ = -0.1000342E-02 MX = -0.5887107E+10 MY = 0.3160866 MZ = -0.4415330E+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, 0.9D, 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 -0.9D MODEL * ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

FX = 0.5457026E-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 ******** LOADS TRANSMITTED THRU CONCRETE/ROCK INTERFACE

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

FX = 0.6531650E-04 FY = -0.1112415E+08 FZ = 0.1614118E+08 MX = -0.3580955E+10 MY = -0.4939201E+10 MZ = -0.3403989E+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 21 of 31 r SERVICES, INC. Appendix RL-3 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 = -0.3406595E-04 FY = -0.1112415E+08 FZ = 0.1614118E+08 MX = -0.3580955E+10 MY = -0.4939201E+10 MZ = -0.3403989E+I10 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, 0.9D, HE(l), 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 -0.9D MODEL * ***** 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 = 8772832.

FY = -0.1112415E+08 FZ = 0.1354655E+08 MX = -0.3734763E+10 MY = -0.7724559E+10 MZ = -0.3924684E+10 Sheet 22 of 31 S ENERCON ASERVICES, INC. Appendix RL-3 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 = 8772832.

FY = -0.1112415E+08 FZ = 0.1354655E+08 MX = -0.3734763E+10 MY = -0.7724559E+10 MZ = -0.3924684E+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=

31 TIME/FREQUENCY=

4.0000 TITLE= Pad, 0.9D, HE(1), 20 Casks, 515 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 -0.9D MODEL * ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

FX = -7283200.

FY = 5340800.

FZ = -7283200.

MX = 0.1315987E+I10 MY = 0.5200205E+I10 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

Sheet 23 of 31 r i. ENERCON r SERVICES, INC. Appendix RL-3 to Calculation PGE-009-CALC-003

- - SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

- - - - FX = 0.1141106E+08 FY = -0.1112415E+08 FZ = 0.1141106E+08 MX = -0.3861347E+10 MY = -0.8147500E+I10 MZ = -0.4081294E+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 = 0.1141106E+08 FY = -0.1112415E+08 FZ = 0.1141106E+08 MX = -0.3861347E+10 MY = -0.8147500E+10 MZ = -0.4081294E+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=

36 TIME/FREQUENCY=

5.0000 TITLE= Pad, 0.9D, 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 -0.9D MODEL ******* ***** 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 Sheet 24 of 31 r ~ ENERCON r SERVICES, INC. Appendix RL-3 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 = 0.1354655E+08 FY = -0.1112415E+08 FZ = 8772832.

MX = -0.4017957E+10 MY = -0.8211477E+10 MZ = -0.4207878E+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 = 0.1354655E+08 FY = -0.1112415E+08 FZ = 8772832.

MX = -0.4017957E+10 MY = -0.8211477E+10 MZ = -0.4207878E+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=

45 TIME/FREQUENCY=

6.0000 TITLE= Pad, 0.9D, 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 -0.9D MODEL * ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

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

FZ = 0.2581429E-04 Sheet 25 of 31 r '5 ENERCON r. SERVICES, INC. Appendix RL-3 to Calculation PGE-009-CALC-003 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 T14RU CONCRETE/ROCK INTERFACE

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

- - - - FX = 0.1614118E+08 FY = -0.1112415E+08 FZ = -0.2537435E-04 MX = -0.4538652E+10 MY = -0.6585602E+10 MZ = -0.4361686E+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 = 0.1614118E+08 FY = -0.1112415E+08 FZ = -0.5639542E-03 MX = -0.4538652E+10 MY = -0.6585602E+10 MZ = -0.4361686E+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=

70 TIME/FREQUENCY=

11.000 TITLE= Pad, 0.9D, LTSP(2), 20 Casks, 440 Kips North (Z), Soft Rock 15348 ELEMENTS (OF 15348 DEFINED) SELECTED BY EALL COMMAND.

SELECT COMPONENT CASK Sheet 26 of 31 r 'jENERCON r 3 SERVICES, INC. Appendix RL-3 to Calculation PGE-009-CALC-003

- - - - SUM OF LOADS APPLIED TO CASKS -0.9D MODEL ******* ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

- - - FX = 0.6135121E-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 = 0.7324274E-05 FY = -0.1037141E+08 FZ = 0.1526289E+08 MX = -0.3479566E+10 MY = -0.4670444E+10 MZ = -0.3173652E+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 = 0.1125787E-05 FY = -0.1037141E+08 FZ = 0.1526289E+08 MX = -0.3479566E+10 MY = -0.4670444E+10 MZ = -0.3173652E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 *******************

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

Sheet 27 of 31 F 'i ENERCON FSERVICES, INC. Appendix RL-3 to Calculation PGE-009-CALC-003 USE LOAD STEP 12 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 12 SUBSTEP= 1 CUMULATIVE ITERATION=

79 TIME/FREQUENCY=

12.000 TITLE= Pad, 0.9D, 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 -0.9D MODEL ******* *** 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 = 8297183.

FY = -0.1037141E+08 FZ = 0.1280805E+08 MX = -0.3600261E+10 MY = -0.7304513E+I10 MZ = -0.3582430E+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 = 8297183.

FY = -0.1037141E+08 FZ = 0.1280805E+08 MX = -0.3600261E+10 MY = -0.7304513E+10 MZ = -0.3582430E+I10 SUMMATION POINT= 0.0000 0.0000 0.0000 l ENERCON Sheet 28 of 31 SERVICES, INC. Appendix RL-3 to Calculation PGE-009-CALC-003

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

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

83 TIME/FREQUENCY=

13.000 TITLE= Pad, 0.9D, 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 ******** SUM OF LOADS APPLIED TO CASKS -0.9D MODEL * ***** 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 = 0.1079138E+08 FY = -0.1037141E+08 FZ = 0.1079138E+08 MX = -0.3699763E+10 MY = -0.7705048E+10 MZ = -0.3705425E+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 29 of 31 F A ENERCON SERVICES, INC. Appendix RL-3 to Calculation PGE-009-CALC-003

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

- - - - FX = 0.1079138E+08 FY = -0.1037141E+08 FZ = 0.1079138E+08 MX = -0.3699763E+10 MY = -0.7705048E+I10 MZ = -0.3705425E+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=

87 TIME/FREQUENCY=

14.000 TITLE= Pad, 0.9D, 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 -0.9D MODEL ******* ***** 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 = 0.1280805E+08 FY = -0.1037141E+08 FZ = 8297183.

MX = -0.3822758E+10 MY = -0.7764622E+10 MZ = -0.3804927E+10 SUMMATION POINT= 0.0000 0.0000 0.0000 Sheet 30 of 31 F m ENERCON F SERVICES, INC. Appendix RL-3 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 = 0.1280805E+08 FY = -0.1037141E+08 FZ = 8297183.

MX = -0.3822758E+10 MY = -0.7764622E+10 MZ = -0.3804927E+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=

95 TIME/FREQUENCY=

15.000 TITLE= Pad, 0.9D, 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 -0.9D MODEL * ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

FX = -8800000.

FY = 5166400.

FZ = -0.3448769E-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

Sheet 31 of 31 ENERCON SERVICES, INC. Appendix RL-3 to Calculation PGE-009-CALC-003

- - - - SUMMATION OF TOTAL FX = 0.1526289E+08 FY = -0.1037141E+08 FZ = -0.1946858E-04 MX = -0.4231536E+10 MY = -0.6227259E+10 MZ = -0.3925622E+10 SUMMATION POINT= 0.0000 ESEL FOR LABEL= TYPE FROM 1728 ELEMENTS (OF FORCES AND MOMENTS IN GLOBAL COORDINATES

- - - - 0.0000 2 TO 0.0000 2 BY 1 15348 DEFINED) SELECTED BY ESEL COMMAND.COMPONENT BOUNDARY******** LOADS REACTED AT ROCK BOUNDARY CONSTRAINTS

- - - - SUMMATION OF TOTAL FX = 0.1526289E+08 FY = -0.1037141E+08 FZ = -0.2892743E-03 MX = -0.4231536E+I10 MY = -0.6227259E+10 MZ = -0.3925622E+10 SUMMATION POINT= 0.0000 FORCES AND MOMENTS IN GLOBAL COORDINATES

- - - - 0.0000 0.0000 EXIT THE ANSYS POST1 DATABASE PROCESSOR

- - - - ROUTINE COMPLETED

- - - - CP =33.959*** NOTE *** CP= 33.959 TIME= 18:07:00 A total of 1 warnings and errors written to dcslabs3.err.

/OUTPUT FILE= pad9Dhardreac.out E%1 SELECT

ML020290185

Text

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