Text

Part 13 of 22, Diablo Canyon Independent Spent Fuel Storage Intallation, Submittal of Non-Proprietary Calculation Packages, Appendix SN-2 to Calculation PGE-009-CALC-003
	ML020290342
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: ML020290342 (216)
	v • d • e

F ~ ENERCON F SERVICES, INC. Appendix SN-2 to Calculation PGE-009-CALC-003 Originator:

Date: Reissued: Sheet 1 of 87 S. CE Turnmnelhi May 25, 2001 November 30, 2001 Appendix SN-2 Maximum Rock Vertical Stresses This Appendix presents vertical (Y) stresses for the rock for all 19 load cases analyzed for the soft rock, hard rock and very hard rock models. The input file is provided followed by the two output files, one for the soft and one for the hard rock analyses.

This is then followed by the input and output files for the very hard rock analyses.

Appendix Contents ANSYS input file for rock stresses for soft and hard rock models ANSYS output file for the soft rock model ANSYS output file for the hard rock model ANSYS input file for rock stresses for the very hard rock model ANSYS output file for the very hard rock model sheet 2 sheet 19 sheet 39 sheet 59 sheet 68 Sheet 2 of 87 SENERCON F. SERVICES, INC. Appendix SN-2 to Calculation PGE-009-CALC-003 Below is the ANSYS input file that scans the database for the maximum rock vertical (Y) stresses.

Element type 2 is the rock. This file processes data for both the soft rock and hard rock analyses.

Two output files are created.

/COM /OUTPUT, rocksoftystress .out /COM /COM ROCK STRESS DATA SORTED AND PRINTED BY LOAD STEP /COM /COM /COM /COM THIS ROUTINE SORTS AND PRINTS ROCK STRESS DATA Sy BY LOAD STEP /COM /COM /com SOFT ROCK RESULTS /COM /file, dcslabs2 resume /header, on, off,off,off, on, off /postl /COM EALL NALL /COM /COM /COM---/COM /COM SET 1 /COM SET, 1 ESEL, TYPE, 2 NELEM /COM /COM /COM MAXIMUM VALUES OF Sy /COM NSORT,S,Y,0,0,2,SEL PRNSOL, S NUSORT /COM /COM /COM MINIMUM VALUES OF Sy /CON NSORT,S,Y, 1,0,2, SEL PRNSOL, S NUSORT /COM /COM /COM /coM /coM /COM /COM SET 2 SET, 2 ESEL, TYPE, 2 NELEM Sheet 3 of 87 F- 3 NRCON F SERVICES, INC. Appendix SN-2 to Calculation PGE-009-CALC-003

/COM /COM /COM ......- MAXIMUM VALUES OF Sy /COM NSORT,S,Y,0,0,2,SEL PRNSOL, S NUSORT /COM /CON /CON MINIMUM VALUES OF Sy /COm NSORT, S,Y,1,0,2,SEL PRNSOL,S NUSORT /com /CON /COM /COm /COM SET 3 /COM SET, 3 ESEL,TYPE,2 NELEM /CON /COM /CON MAXIMUM VALUES OF Sy /CON NSORT,S,Y,0,0,2,SEL PRNSOL, S NUSORT /CON /COM /COM MINIMUM VALUES OF Sy /com NSORT, S,Y,1,0,2,SEL PRNSOL,S NUSORT /COM /COM /COM /COM /COM SET 4 /CON SET,4 ESEL,TYPE,2 NELEM /CON /Com /COM MAXIMUM VALUES OF Sy /COM NSORT, S,Y,0,0,2,SEL PRNSOL, S NUSORT ---- /COM /COM /CON MINIMUM VALUES OF Sy /CON ENERCON Sheet 4 of 87 F A SERVICES, INC. Appendix SN-2 to Calculation PGE-009-CALC-003 NSORT, S,Y,1,0,2,SEL PRNSOL,S NUSORT /COM /COM /COM /COM /COM SET 5 /COM SET, 5 ESEL,TYPE,2 NELEM /COM /COM /COM MAXIMUM VALUES OF Sy /COM NSORT,S,Y,0,0,2,SEL PRNSOL, S NUSORT /COM /COM /COM MINIMUM VALUES OF Sy /COM NSORT, S,Y,1,0,2,SEL PRNSOL,S NUSORT /COM /COM /COM /COM /COM SET 6 /COM SET, 6 ESEL, TYPE, 2 NELEM /COM /COM /COM MAXIMUM VALUES OF Sy / COM NSORT,S,Y, 0,0,2,SEL PRNSOL,S NUSORT /COM /Com /COM MINIMUM VALUES OF Sy /COM NSORT, S,Y,1,0,2,SEL PRNSOL,S NUSORT /COM /COM /COM ICON /COM --SET 7 /COM SET, 7 ESEL,TYPE,2 Sheet 5 of 87 ENERCON SSERVICES, INC. Appendix SN-2 to Calculation PGE-009-CALC-003 NELEM /COM /CON /COM MAXIMUM VALUES OF Sy /COM NSORT, S,Y,0,0,2,SEL PRNSOL,S NUSORT /COM /COM /COM MINIMUM VALUES OF Sy /CON NSORT,S,Y,1,0,2,SEL PRNSOL,S NUSORT /COM /COM /COM /COM /COM SET 8 /CON SET, 8 ESEL,TYPE,2 NELEM /COM /COM /COM MAXIMUM VALUES OF Sy /CON NSORT,S,Y,0,0,2,SEL PRNSOL,S NUSORT /CON /CON /COM MINIMUM VALUES OF Sy /COM NSORT,S,Y,1,0,2,SEL PRNSOL,S NUSORT /CON /CON /CON /CON /COM ---SET 9 /CON SET, 9 ESEL,TYPE,2 NELEM /CON /CON /CON MAXIMUM VALUES OF Sy /CON NSORT,S,Y,0,0,2,SEL PRNSOL,S "NUSORT /COM /CON /COM MINIMUM VALUES OF Sy Sheet 6 of 87 EERCON F 3 SERVICES, INC. Appendix SN-2 to Calculation PGE-009-CALC-003

/COM NSORTS,Y,1,0,2,SEL PRNSOL,S NUSORT /COM /COM /COM /COM SET 10 /CON SET, 10 ESEL,TYPE,2 NELEM /CON /COM MAXIMUM VALUES OF Sy /COM NSORT,S,Y,0,0,2,SEL PRNSOL,S NUSORT /COM /CON /COM MINIMUM VALUES OF Sy /CON NSORT, S,Y,1,0,2,SEL PRNSOL,S NUSORT /CON /CoN /COM /CoN /COM -- SET 11 /CON SET, 11 ESEL,TYPE,2 NELEM /CON /CON /COM MAXIMUM VALUES OF Sy / CON NSORT, S,Y,0,0,2,SEL PRNSOL,S NUSORT /COM /COM MINIMUM VALUES OF Sy /CON NSORT,S,Y,1,0,2,SEL PRNSOL,S NUSORT /COM /COM /CON /COM SET 12 / CON SET, 12 Sheet 7 of 87 rHIENERCON F, SERVICES, INC. Appendix SN-2 to Calculation PGE-009-CALC-003 ESEL,TYPE, 2 NELEM / CON /CON ---MAXIMUM VALUES OF Sy /CON NSORT,S,Y,0, 0,2,SEL PRNSOL,S NUSORT /CON /CON /COM MINIMUM VALUES OF Sy /CON NSORT,S,Y, 1,0,2,SEL PRNSOL,S NUSORT /CON ICOM /COM /CON /COM SET 13 /CON SET, 13 ESEL,TYPE,2 NELEM /COM /COM/COM MAXIMUM VALUES OF Sy /CON NSORT,S,Y,0,0,2,SEL PRNSOL,S NUSORT /coN ICON /COM MINIMUM VALUES OF Sy /COM NSORT, S,Y,1,0,2,SEL PRNSOL,S NUSORT /COM /CON /CON /CON /COM SET 14 /CON SET, 14 ESEL,TYPE,2 NELEM /COM /COM /COM MAXIMUM VALUES OF Sy /CON NSORT,S,Y,0,0,2,SEL "PRNSOL,S NUSORT /coN /CON Sheet 8 of 87 F ~ ENERCON SERVICES, INC. Appendix SN-2 to Calculation PGE-009-CALC-003

/COM MINIMUM VALUES OF Sy /CON NSORT,S,Y,1,0,2,SEL PRNSOL,S NUSORT /COM /COM /COM /COM /COM SET 15 /CON SET, 15 ESEL,TYPE,2 NELEM /COM /CON /COM MAXIMUM VALUES OF Sy /COM NSORT, S,Y,0,0,2,SEL PRNSOL,S NUSORT /COM /CON /CON MINIMUM VALUES OF Sy /CON NSORT, S,Y,1,0,2,SEL PRNSOL,S NUSORT / CON /COM /COM /COM /COM SET 16 /CON SET, 16 ESEL,TYPE,2 NELEM /CON /CON /COM MAXIMUM VALUES OF Sy /CON NSORT, S,Y,0,0,2,SEL PRNSOL,S NUSORT /CON /COM /COM MINIMUM VALUES OF Sy /COM NSORT, S,Y,1,0,2,SEL PRNSOL,S NUSORT /COm /COM /COM ICON /COM------------

-- -- -- -- -- -- -- -- SE-1 /COM SET 17 /CON Sheet 9 of 87 E '~ENERCON F SERVICES, INC. Appendix SN-2 to Calculation PGE-009-CALC-003 SET, 17 ESEL,TYPE,2 NELEM /COM /COM /COM MAXIMUM VALUES OF Sy /COM NSORT,S,Y,0,0,2,SEL PRNSOL,S NUSORT /COM /COM /COM MINIMUM VALUES OF Sy /COM NSORT, S,Y,1,0.,2,SEL PRNSOL,S NUSORT /COM /COM /COM-/COM-/COM SET 18 /COM SET, 18 ESEL,TYPE,2 NELEM /COM /CON /COM MAXIMUM VALUES OF Sy /COM NSORT,S,Y,0,0,2,SEL PRNSOL, S NUSORT /COM /COM /COM MINIMUM VALUES OF Sy /COM NSORT, S,Y,1,0,2,SEL PRNSOL,S NUSORT /COM /COM /COM /COM /COM SET 19 /COM SET, 19 ESEL,TYPE,2 NELEM /COM /COM /COM MAXIMUM VALUES OF Sy /COM "NSORT,S,Y,0,0,2,SEL PRNSOL,S NUSORT /COM Sheet 10 of 87 ENERCON SERVICES, INC. Appendix SN-2 to Calculation PGE-009-CALC-003

/COM /COM ==-MINIMUM VALUES OF Sy /COM NSORT,S,Y,1,0,2,SEL PRNSOL, S NUSORT /CON /CON /CON /CON /CON EALL NALL FINI /com /com HARD ROCK RESULTS /COM /OUTPUT, rockhardystress.out

/file,dcslabh2 resume /header,on, off,off,off,on, off /postl /CON EALL NALL /CON ICON-------------------------------------------------

/CON /COM /COM SET 1 /CON SET, 1 ESEL,TYPE,2 NELEM /CON /CON /CON MAXIMUM VALUES OF Sy /CON NSORT,S,Y,0,0,2,SEL PRNSOL,S NUSORT /CON /CON /COM N=-MINIMUM VALUES OF Sy /CON NSORT,S,Y,1,0,2,SEL PRNSOL,S NUSORT /CON /CON /CON /COM /COM SET 2 /CON SET, 2 ESEL,TYPE,2 NELEM Sheet 11 of 87 F '~ENERCON F SERVICES, INC. Appendix SN-2 to Calculation PGE-009-CALC-003

/COM /COM /COM =- MAXIMUM VALUES OF Sy /COM NSORT,S,Y,0,0,2,SEL PRNSOL,S NUSORT /COM /COM /COM MINIMUM VALUES OF Sy /COM NSORT, S,Y,1,0,2,SEL PRNSOL,S NUSORT /COM /COM /CON /COM /COM SET 3 /COM SET, 3 ESEL,TYPE,2 NELEM /COM /COM -- -------------

MAXIMUM VALUES OF Sy /COM NSORT, S,Y,0,0,2,SEL PRNSOL,S NUSORT /COM /COM /COM MINIMUM VALUES OF Sy /CON NSORT,S,Y,1,0,2,SEL PRNSOL,S NUSORT /COM /CON /COM /COM /COM SET 4 /COM SET, 4 ESEL,TYPE,2 NELEM /CON /CON /COM MAXIMUM VALUES OF Sy /COM NSORT,S,Y,0,0,2,SEL PRNSOL,S NUSORT /COM /CON /COM MINIMUM VALUES OF Sy /CON Sheet 12 of 87 C 'JSERCON s a SERVICES, INC. Appendix SN-2 to Calculation PGE-009-CALC-003 NSORT,S,Y,1,0,2,SEL PRNSOL,S NUSORT /COM /CON /COM /COM /COM SET 5 /COM SET, 5 ESEL, TYPE, 2 NELEM /CON /COM /COM -----------

MAXIMUM VALUES OF Sy /CON NSORT, S,Y,0,0,2,SEL PRNSOL,S NUSORT /CON /COM /CON MINIMUM VALUES OF Sy /COM NSORT,S,Y,1,0,2,SEL PRNSOL, S NUSORT /CON /CON ICON ICON /CON SET 6 /CON SET, 6 ESEL,TYPE,2 NELEM /CON I-CON /CON- ==MAXIMUM VALUES OF Sy /CON NSORT,S,Y,0,0,2,SEL PRNSOL,S NUSORT /CON /CON /CON MINIMUM VALUES OF Sy /CON NSORT, S,Y,1,0,2,SEL PRNSOL, S NUSORT /CON /CON ICON /CON /CON SET 7 /CON SET, 7 ESEL,TYPE,2 Sheet 13 of 87 F '3ENERCON SERVICES, INC. Appendix SN-2 to Calculation PGE-009-CALC-003 NELEM /COM /CON /COM MAXIMUM VALUES OF Sy NSORT,S,Y,0,0,2,SEL PRNSOL,S NUSORT /COM /COm /COM MINIMUM VALUES OF Sy /COM NSORT,S,Y,1,0,2,SEL PRNSOL,S NUSORT /COM /COM /COM /COM /COM SET 8 /COM SET, 8 ESEL,TYPE,2 NELEM /COM /CoM /COM MAXIMUM VALUES OF Sy /CON NSORT,S,Y,0,0,2,SEL PRNSOL,S NUSORT /CON ICom /COM MINIMUM VALUES OF Sy /COM NSORT,S,Y,1,0,2,SEL PRNSOL,S NUSORT /COM /COM /COM /COM /COM SET 9 /COM SET, 9 ESEL, TYPE, 2 NELEM /COM /CoM /COM MAXIMUM VALUES OF Sy /COM NSORT, SY, 0,0,2,SEL PRNSOL,S NUSORT /COM /COM /COM MINIMUM VALUES OF Sy Sheet 14 of 87 r 'jENERCON r .SERVICES, INC. Appendix SN-2 to Calculation PGE-009-CALC-003

/COM NSORT, S,Y,1,0,2,SEL PRNSOL, S NUSORT /COM /CON /CON /CON /COM SET 10 /CON SET, 10 ESEL, TYPE, 2 NELEM /CON /CON /COM MAXIMUM VALUES OF Sy /COM NSORT,S,Y,0,0,2,SEL PRNSOL,S NUSORT /CON /CON /CON MINIMUM VALUES OF Sy /COM NSORT, S, Y, 1, 0,2, SEL PRNSOL,S NUSORT /COM /CON /COM ICOM /COM SET 11 /COM SET, 11 ESEL,TYPE,2 NELEM /COM /COM /COM MAXIMUM VALUES OF Sy /COM NSORT,S,Y,0,0,2,SEL PRNSOLS NUSORT /CON /COM/COM =-MINIMUM VALUES OF Sy /COM NSORTS,Y,1,0,2,SEL PRNSOL, S NUSORT /COM /COM-/CON /COM /COM SET 12 /COm SET, 12 Sheet 15 of 87 ENERCON F SERVICES, INC. Appendix SN-2 to Calculation PGE-009-CALC-003 ESEL,TYPE,2 NELEM /COM /CON /CON MAXIMUM VALUES OF Sy /CON NSORT,S,Y, 0,0,2,SEL PRNSOL,S NUSORT /COM /CON /COM MINIMUM VALUES OF Sy /COM NSORT, S,Y,1,0,2,SEL PRNSOL,S NUSORT /COM /COM /CON /CON /COM SET 13 /CON SET, 13 ESEL,TYPE,2 NELEM /COM "/COM /COM -- MAXIMUM VALUES OF Sy /CON NSORT, S,Y,0,0,2,SEL PRNSOL,S NUSORT /COM /CON /COM MINIMUM VALUES OF Sy /COM NSORT,S,Y,1,0,2,SEL PRNSOL,S NUSORT /CON /CON /CON /COM /COM SET 14 /COM SET, 14 ESEL,TYPE,2 NELEM /COM /COM /COM MAXIMUM VALUES OF Sy /COM NSORT, S,Y,0,0,2,SEL PRNSOL,S NUSORT /COM /CON Sheet 16 of 87 r jENERCON F' SERVICES, INC. Appendix SN-2 to Calculation PGE-009-CALC-003

/COM MINIMUM VALUES OF Sy /COM NSORT, S,Y,i,0,2,SEL PRNSOL, S NUSORT /COM /COM /COM /COM /COM SET 15 /COM SET, 15 ESEL, TYPE,2 NELEM /COM /COM /COM MAXIMUM VALUES OF Sy /COM NSORT, S,Y,0,0,2,SEL PRNSOL, S NUSORT /COM /COM /COM MINIMUM VALUES OF Sy /COM NSORT,S,Y,1,0,2,SEL PRNSOL,S NUSORT /COM /COM /COM /COM /COM --- SET 16 /COM SET, 16 ESEL,TYPE,2 NELEM /COM /COM /COM MAXIMUM VALUES OF Sy /COM NSORT,S,Y,0,0,2,SEL PRNSOL, S NUSORT /COM /COM /COM MINIMUM VALUES OF Sy /COM NSORT,S,Y,1,0,2,SEL PRNSOL,S NUSORT /COM /COM /COM /COM /COM ---SET 17 /COM Sheet 17 of 87 SENERCON FA SERVICES,INC.

Appendix SN-2 to Calculation PGE-009-CALC-003 SET, 17 ESEL,TYPE,2 NELEM /COM /COM /COM MAXIMUM VALUES OF Sy /CON NSORT,S,Y,0,0,2,SEL PRNSOL, S NUSORT /COM /COM /COM MINIMUM VALUES OF Sy /CON NSORT,S,Y,1,0,2,SEL PRNSOL,S NUSORT /CON /CON /CON /COM /COM SET 18 /CON SET, 18 ESEL,TYPE,2 NELEM /COM /CON /COM MAXIMUM VALUES OF Sy /COM NSORT,S,Y,0,0,2,SEL PRNSOL,S NUSORT /COM /COM /COM MINIMUM VALUES OF Sy /CON NSORT, S,Y,1,0,2,SEL PRNSOL,S NUSORT /COM /COM /COM /COM /COM /COM SET 19 /COM SET, 19 ESEL,TYPE,2 NELEM /COM /COM /COM MAXIMUM VALUES OF Sy /COM NSORT,S,Y,0,0,2,SEL PRNSOL, S NUSORT r ' ENERCON Sheet 18 of 87 r SERVICES, INC. Appendix SN-2 to Calculation PGE-009-CALC-003

/ COM /COM /COM ==-MINIMUM VALUES OF Sy /COM NSORT, S,Yi, 0,2,SEL PRNSOL, S NUSORT /COM /CON / COM /COM /COM /COM EALL NALL FINI /OUTPUT /EXIT Sheet 19 of 87 SENERCON SERVICES, INC. Appendix SN-2 to Calculation PGE-009-CALC-003 Below is the ANSYS output file for the maximum rock vertical (Y) stresses for the soft rock analyses.

ROCK STRESS DATA SORTED AND PRINTED BY LOAD STEP THIS ROUTINE SORTS AND PRINTS ROCK STRESS DATA Sy BY LOAD STEP SOFT ROCK RESULTS CURRENT JOBNAME REDEFINED AS dcslabs2 RESUME ANSYS DATA FROM FILE NAME=dcslabs2.db

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

NUMBER OF ELEMENT TYPES = 6 15348 ELEMENTS CURRENTLY SELECTED.

MAX 17051 NODES CURRENTLY SELECTED.

MAX 259 KEYPOINTS CURRENTLY SELECTED.

MAX 250 LINES CURRENTLY SELECTED.

MAX 181 AREAS CURRENTLY SELECTED.

MAX 70 VOLUMES CURRENTLY SELECTED.

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

= NUMBER OF NODAL LOADS ELEMENT NUMBER = NODE NUMBER = KEYPOINT NUMBER = LINE NUMBER = AREA NUMBER = VOL. NUMBER =5 6 0 4620 2193 2160 Soft Rock 33177 17051 259 396 295 70 (CARTESIAN)

INITIAL JOBNAME = dcslabs2 CURRENT JOBNAME = dcslabs2 PRINT HEADER DO NOT PRINT DO NOT PRINT DO NOT PRINT PRINT COLUMN DO NOT PRINT SUBTITLE(S)

LOAD STEP ID NOTE LINE(S) HEADER LABELS REPORT TOTALS***** ANSYS -ENGINEERING ANALYSIS ANSYS/Structural U 00150104 VERSION=INTEL NT SYSTEM RELEASE 5.7 17:37:44 MAY 17, 2001 CP=Pad, LTSP(4), 20 Casks, 156 Kips West (X), Max Up, Soft Rock***** ANSYS RESULTS INTERPRETATION (POST1) *****2.433 ENERCON F SERVICES, INC. Appendix SN-2 to Calculation PGE-009-CALC-003 ENTER /SHOW,DEVICE-NAME ENTER FINISH TO ENABLE GRAPHIC DISPLAY TO LEAVE POST1*** NOTE *** CP= 2.433 TIME= 17:37:44 Reading results into the database (SET command) will update the current displacement and force boundary conditions in the database with the values from the results file for that load set. Note that any subsequent solutions will use these values unless action is taken to either SAVE the current values or not overwrite them (/EXIT,NOSAVE).

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

17051 DEFINED) SELECTED BY NALL COMMAND.SET 1 USE LOAD STEP 1 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 1 SUBSTEP= TIME/FREQUENCY=

1.0000 TITLE= Pad, Gravity, 20 Casks, Soft Rock ESEL FOR LABEL= TYPE FROM 1728 ELEMENTS (OF i1 SELECT 2 TO 1 CUMULATIVE ITERATION=

4 2 BY 1 5348 DEFINED) SELECTED BY ESEL COMMAND.ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.2261 NODES (OF 17051 DEFINED) SELECTED FROM 1728 SELECTED ELEMENTS BY NELE COMMAND.

MAXIMUM VALUES OF Sy SORT ON ITEM=S COMPONENT=Y ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE SY 0.17891 0.17887 SZ 0.65512 0.65507 SXY -0.35397 0.35399 SYZ SXZ -0.66666E-07 0.13120E-06

-0.66877E-07-0.13308E-06 NODE SORT REMOVED MINIMUM VALUES OF Sy Sheet 20 of 87 NODE 15875 7931 SX 1.6976 1.6975 2 Sheet 21 of 87 FJ ENERCON .A SERVICES, INC. Appendix SN-2 to Calculation PGE-009-CALC-003 SORT ON ITEM=S COMPONENT=Y ORDER= 1 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE SX -6.8830 -6.7654 SY -15.723 -15.504 Sz -7.4702 -7.3094 SXY SYZ SXz 0.47588E-05 0.38007E-05-0.26194E-08 0.39701E-05-0.37045 0.62273E-07 NODE SORT REMOVED SET 2 USE LOAD STEP 2 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 2 SUBSTEP= 1 CUMULATIVE ITERATION=

TIME/FREQUENCY=

2.0000 TITLE= Pad, HE(l), 20 Casks, 515 Kips North (Z), Soft Rock ESEL FOR LABEL= TYPE FROM 1728 ELEMENTS (OF 1!SELECT 2 TO 2 BY 1 5348 DEFINED) SELECTED BY ESEL COMMAND.ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.2261 NODES (OF 17051 DEFINED) SELECTED FROM 1728 SELECTED ELEMENTS BY NELE COMMAND.

MAXIMUM VALUES OF Sy SORT ON ITEM=S SORT COMPLETED FOR COMPONENT=Y ORDER= 0 KABS= 0 NMAX=2 VALUES.PRINT S NODAL SOLUTION PER NODE SXY SYZ 0.11838E-06 0.51861 -0.23606E-01 0.51478 SXZ -0.17383E-05

-0.44074 NODE SORT REMOVED MINIMUM VALUES OF Sy COMPONENT=Y ORDER= 1 KABS= 0 NMAX=NODE 7587 7555 2 17 NODE 8123 8124 SX 7.0985 6.9984 2 SY 6.7353 6.6462 Sz 13.602 13.418 2 SORT ON ITEM=S Sheet 22 of 87 r. SERVICES, INC. Appendix SN-2 to Calculation PGE-009-CALC-003 SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 15684 7740 SX -9.8833 -9.8833 SY -18.249 -18.249 Sz -17.074 -17.074 NODE SORT REMOVED SET 3 USE LOAD STEP 3 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 3 SUBSTEP= 1 CUMULATIVE ITERATION=

TIME/FREQUENCY=

3.0000 TITLE= Pad, HE(1), 20 Casks, 515 Kips N 32.93 W (Z,X), Soft Rock ESEL FOR LABEL= TYPE FROM 1728 ELEMENtS (OF 1i SELECT 2 TO 2 BY 1 5348 DEFINED) SELECTED BY ESEL COMMAND.ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.2261 NODES (OF 17051 DEFINED) SELECTED FROM 1728 SELECTED ELEMENTS BY NELE COMMAND.

MAXIMUM VALUES OF Sy SORT ON ITEM=S COMPONENT=Y ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE SX 6.2414 6.1693 SY 5.9006 5.8161 SZ 11.982 11.864 SXY SYZ -0.12486E-01 0.46333 -0.34062E-01 0.45280 SXz 1.7388 1.4136 NODE SORT REMOVED MINIMUM VALUES OF Sy SORT ON ITEM=S COMPONENT=Y ORDER= 1 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE SXY -3.2298 3.2298 SYZ 12.044 12.044 SXZ 3.3823 -3.3823 26 NODE 16067 8123 2 2 Sheet 23 of 87 F ENERCON SERVICES, INC. Appendix SN-2 to Calculation PGE-009-CALC-003 NODE 7532 7740 SX -13.093 -15.521 SY -21.719 -21.512 Sz -8.7339 -19.060 NODE SORT REMOVED SET 4 USE LOAD STEP 4 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 4 SUBSTEP= 1 CUMULATIVE ITERATION=

TIME/FREQUENCY=

4.0000 TITLE= Pad, HE(1), 20 Casks, 515 Kips N 45 W (ZX), Soft Rock ESEL FOR LABEL= TYPE FROM 1728 ELEMENTS (OF 1!SELECT 2 TO 2 BY 1 5348 DEFINED) SELECTED BY ESEL COMMAND.ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.2261 NODES (OF 17051 DEFINED) SELECTED FROM 1728 SELECTED ELEMENTS BY NELE COMMAND.

MAXIMUM VALUES OF Sy SORT ON ITEM=S COMPONENT=Y ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE SX 5.5262 5.5495 SY 5.2308 5.2182 Sz 10.628 10.681 SXY SYZ -0.36878E-02 0.42297 -0.26908E-01 0.41565 SXZ 2.2904 2.1045 NODE SORT REMOVED MINIMUM VALUES OF Sy SORT ON ITEM=S COMPONENT=Y ORDER= 1 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES. PRINT S NODAL SOLUTION PER NODE NODE SX SY 7532 -15.539 -24.204 -SXY 6.4594 7. 0024 SYZ 7.3858 12. 554 SXz -1.6220 -4.0968 30 NODE 16035 16067 2 2 Sz 10.426 SXY 7.6632 SYZ 5.9524 SXz -1.3438 F 'J ENERCON SSERVICES, INC. Appendix SN-2 to Calculation PGE-009-CALC-003 7596 -16.014-24.023-12.043 NODE SORT REMOVED SETS5 USE LOAD STEP 5 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 5 SUBSTEP= 1 CUMULATIVE ITERATION=

TIME/FREQUENCY=

5.0000 TITLE= Pad, HE(l), 20 Casks, 515 Kips N 57.07 W (Z,X), Soft Rock ESEL FOR LABEL= TYPE FROM 1728 ELEMENTS (OF 1I SELECT 2 TO 2 BY 1 5348 DEFINED) SELECTED BY ESEL COMMAND.ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.2261 NODES (OF 17051 DEFINED) SELECTED FROM 1728 SELECTED ELEMENTS BY NELE COMMAND.

MAXIMUM VALUES OF Sy SORT ON ITEM=S COMPONENT=Y ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE SX 4.7345 4.6687 SY 4.4439 4.4082 Sz 9.1296 8.9441 SXY SYZ -0.21572E-01 0.36893 0.11532E-01 0.37795 SXZ 2.4686 2.5242 NODE SORT REMOVED MINIMUM VALUES OF Sy SORT ON ITEM=S COMPONENT=Y ORDER= 1 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 7596 7532 SX -18.007 -17.482 SY -26.357 -26.183 SZ -13.133 -11.763 NODE SORT REMOVED 7.8679 Sheet 24 of 87 -1.7808 7.1288 34 NODE 16035 16036 2 2 SXY 8.8171 8.6277 SYZ 5.4418 4.1758 SXz -1.3762 -0.97371 F ENERCON F SERVICES, INC. Appendix SN-2 to Calculation PGE-009-CALC-003 Sheet 25 of 87 SET 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(l), 20 Casks, 515 Kips West (W), Soft Rock ESEL FOR LABEL= TYPE FROM 1728 ELEMENTS (OF 1E SELECT 2 TO 2 BY 1 5348 DEFINED) SELECTED BY ESEL COMMAND.ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.2261 NODES (OF 17051 DEFINED) SELECTED FROM 1728 SELECTED ELEMENTS BY NELE COMMAND.

MAXIMUM VALUES OF Sy SORT ON ITEM=S COMPONENT=Y ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE SX 9.6271 9.5428 SY 4.8644 4.8228 Sz 5.0617 5.0178 SXY SYZ SXZ 0.53507E-01 0.63859E-05-0.59850E-04 0.57153E-01-0.66498E-02-0.25583 NODE SORT REMOVED MINIMUM VALUES OF Sy SORT ON ITEM=S COMPONENT=Y ORDER= 1 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE Sz -14.529 -13.980 SXY 9.9695 9.6988 SYZ SXZ 0.54822E-03-0.12741E-03

-1.3101 0.37891"NODE SORT REMOVED 42 NODE 15875 15827 2 NODE 7596 7532 SX -20.466 -19.931 2 SY -29.305 -28.740 Sheet 26 of 87 r Wl ENERCON .SERVICES, INC. Appendix SN-2 to Calculation PGE-009-CALC-003 SET 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(1), 20 Casks, 206 Kips North (z), Max Up, Soft Rock ESEL FOR LABEL= TYPE FROM 1728 ELEMENTS (OF 1E SELECT 2 TO 2 BY 1 5348 DEFINED) SELECTED BY ESEL COMMAND.ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.2261 NODES (OF 17051 DEFINED) SELECTED FROM 1728 SELECTED ELEMENTS BY NELE COMMAND.

MAXIMUM VALUES OF Sy SORT ON ITEM=S COMPONENT=Y ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE SXY SYZ 0.10676E-06 0.23332 -0.11539E-01 0.23278 SXZ -0.84165E-06

-0.21224 NODE SORT REMOVED MINIMUM VALUES OF Sy SORT ON ITEM=S COMPONENT=Y ORDER= 1 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE SXY 0.13941E-05

-0.27991 SYZ 5.5098 5.5363 SXZ -0.17830E-07 0.95695E-01 NODE SORT REMOVED SET 8 54 NODE 8123 8124 SX 3.4357 3.3849 2 SY 3.2217 3.1774 SZ 6.6219 6.5272 NODE 7692 15671 SX -4.4982 -4.3889 2 SY -8.7663 -8.6225 Sz -7.0705 -6.9563 Sheet 27 of 87 r ENERCON ' SERVICES, INC. Appendix SN-2 to Calculation PGE-009-CALC-003 USE LOAD STEP 8 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 8 SUBSTEP= 1 CUMULATIVE ITERATION=

TIME/FREQUENCY=

8.0000 TITLE= Pad, HE(1), 20 Casks, 206 Kips West (X), Max Up, Soft Rock ESEL FOR LABEL= TYPE FROM 1728 ELEMENTS (OF I SELECT 2 TO 2 BY 1 5348 DEFINED) SELECTED BY ESEL COMMAND.ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.2261 NODES (OF 17051 DEFINED) SELECTED FROM 1728 SELECTED ELEMENTS BY NELE COMMAND.

MAXIMUM VALUES OF Sy SORT ON ITEM=S COMPONENT=Y ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE SY 2.3050 2.2847 Sz 2.4343 2.4121 SXY SYZ SXZ 0.13708E-01 0.24926E-06-0.52128E-05 0.16252E-01-0.32866E-02-0.11930 NODE SORT REMOVED MINIMUM VALUES OF Sy SORT ON ITEM=S COMPONENT=Y ORDER= 1 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE SX -9.2488 -9.0045 SY -13.394 -13.141 Sz -6.6876 -6.4295 SXY 4.6412 4.5132 SYZ SXZ 0.12451E-04-0.26591E-05

-0.58639 0.17688 NODE SORT REMOVED SET 9 9 SUBSTEP 0 FOR LOAD CASE 0 63 NODE 15875 15827 SX 4.6638 4.6209 2 NODE 7596 7532 2 USE LOAD STEP ENERCON SERVICES, INC. Appendix SN-2 to Calculation PGE-009-CALC-003 SET COMMAND GOT LOAD STEP= 9 SUBSTEP= 1 CUMULATIVE ITERATION=

TIME/FREQUENCY=

9.0000 TITLE= Pad, HE(3), 20 Casks, 171.2 Kips North (Z), Max Dn, Soft Rock ESEL FOR LABEL= TYPE FROM 1728 ELEMENTS (OF 1 SELECT 2 TO 2 BY 1 5348 DEFINED) SELECTED BY ESEL COMMAND.ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.2261 NODES (OF 17051 DEFINED) SELECTED FROM 1728 SELECTED ELEMENTS BY NELE COMMAND.

MAXIMUM VALUES OF Sy SORT ON ITEM=S COMPONENT=Y ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE SXY SYZ 0.46659E-06-0.40414 0.10367E-02-0.36915 SXz 0.58282E-05 0.19681 NODE SORT REMOVED MINIMUM VALUES OF Sy SORT ON ITEM=S COMPONENT=Y ORDER= 1 KABS= 0 NMAX='SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE SXY 0.65219E-04 0.69123E-04 SYZ 2.8766 3.5825 SXz -0.47705E-05

-0.49956E-05 NODE SORT REMOVED SET 10 USE LOAD STEP 10 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= TIME/FREQUENCY=

10.000 1 CUMULATIVE ITERATION=

73 EA Sheet 28 of 87 69 NODE 8123 16067 SX 3.8598 3.7774 2 SY 2.9533 2.9001 SZ 8.0943 7.9264 NODE 7587 7579 SX -12.640 -12.469 2 SY -28.940 -28.509 Sz -13.657 -13.571 10 SUBSTEP=

Sj ENERCON F. SERVICES, INC. Appendix SN-2 to Calculation PGE-009-CALC-003 TITLE= Pad, HE(3), 20 Casks, 171.2 Kips West (X), Max Dn, Soft Rock Sheet 29 of 87 ESEL FOR LABEL= TYPE FROM 1728 ELEMENTS (OF 1.SELECT 2 TO 2 BY 1 5348 DEFINED) SELECTED BY ESEL COMMAND.ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.2261 NODES (OF 17051 DEFINED) SELECTED FROM 1728 SELECTED ELEMENTS BY NELE COMMAND.

MAXIMUM VALUES OF Sy1 SORT ON ITEM=S COMPONENT=Y ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE SY 2.4705 2.4397 Sz 3.2684 3.2225 SXY -0.47920 -0.45807 SYZ SXZ -0.13188E-06-0.52044E-05

-0.42892E-02-0.14132 NODE SORT REMOVED MINIMUM VALUES OF Sy SORT ON ITEM=S COMPONENT=Y ORDER= 1 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE SX -17.602 -16.684 SY -32.049 -31.685 SZ -15.988 -15.593 SXY 9.4206 9.5510 SYZ SXZ -0.16246E-04 0.48566E-05 0.58154 -0.19952 NODE SORT REMOVED SET 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 ESEL FOR LABEL= TYPE FROM NODE 15875 15827 SX 6.8867 6.7872 2 NODE 7596 7595 2 85 2 TO 2 BY 1 Sheet 30 of 87 r SERVICES, INC. Appendix SN-2 to Calculation PGE-009-CALC-003 1728 ELEMENTS (OF SELECT 15348 DEFINED) SELECTED BY ESEL COMMAND.ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.2261 NODES (OF 17051 DEFINED) SELECTED FROM 1728 SELECTED ELEMENTS BY NELE COMMAND.

MAXIMUM VALUES OF Sy SORT ON ITEM=S COMPONENT=Y ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE SXY SYZ 0.11737E-06 0.49483 -0.22858E-01 0.49131 SXz -0.16890E-05

-0.42566 NODE SORT REMOVED MINIMUM VALUES OF Sy SORT ON ITEM=S COMPONENT=Y ORDER= 1 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 15684 7740 SX -9.0958 -9.0958 SY -16.650 -16.650 Sz -15.940 -15.940 NODE SORT REMOVED SET 12 USE LOAD STEP 12 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 12 SUBSTEP= 1 CUMULATIVE ITERATION=

TIME/FREQUENCY=

12.000 TITLE= Pad, LTSP(2), 20 Casks, 440 Kips N 32.93 W (Z,X), Soft Rock ESEL FOR LABEL= TYPE FROM 2 TO 2 BY 1 15348 DEFINED) SELECTED BY ESEL COMMAND.NODE 8123 8124 SX 6.8558 6.7589 2 SY 6.5009 6.4147 Sz 13.142 12.963 2 SXY -2.9171 2.9171 SYZ 11.277 1.1.277 SXz 3.1766 -3.1766 94 1728 ELEMENTS (OF Sheet 31 of 87 r ENERCON F SERVICES, INC. Appendix SN-2 to Calculation PGE-009-CALC-003 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.2261 NODES (OF 17051 DEFINED) SELECTED FROM 1728 SELECTED ELEMENTS BY NELE COMMAND.

MAXIMUM VALUES OF Sy SORT ON ITEM=S COMPONENT=Y ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE SX 6.0117 5.8971 SY 5.6796 5.6046 Sz 11.545 11.334 SXY SYZ -0.12701E-01 0.43667 0.11338E-01 0.43258 SXZ 1.6730 1.9468 NODE SORT REMOVED MINIMUM VALUES OF Sy SORT ON ITEM=S COMPONENT=Y ORDER= 1 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 7532 7740 SX -12.073 -14.358 SY -19.609 -19.537 SZ -7.9753 -17.654 NODE SORT REMOVED SET 13 USE LOAD STEP 13 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 13 SUBSTEP= 1 CUMULATIVE ITERATION=

TIME/FREQUENCY=

13.000 TITLE= Pad, LTSP(2), 20 Casks, 440 Kips N 45 W (Z,X), Soft Rock ESEL FOR LABEL= TYPE FROM 1728 ELEMENTS (OF 1!SELECT 2 TO 2 BY 1 5348 DEFINED) SELECTED BY ESEL COMMAND.ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.17051 DEFINED) SELECTED FROM NODE 16067 16035 2 2 SXY 6.1253 6.5462 SYZ 7.0194 11.649 SXz -1.5786 -3.8625 98 2261 NODES (OF Sheet 32 of 87 r ENERCON S. SERVICES, INC. Appendix SN-2 to Calculation PGE-009-CALC-003 1728 SELECTED ELEMENTS BY NELE COMMAND.

MAXIMUM VALUES OF Sy SORT ON ITEM=S COMPONENT=Y ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE SX 5.3159 5.3298 SY 5.0276 5.0081 Sz 10.226 10.261 SXY SYZ -0.45000E-02 0.39664 -0.26564E-01 0.38767 SXz 2.2035 2.0229 NODE SORT REMOVED MINIMUM VALUES OF Sy SORT ON ITEM=S COMPONENT=Y ORDER= 1 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 7532 7596 SX -14.304 -14.734 SY -21.784 -21.654 SZ -9.4638 -10.918 NODE SORT REMOVED SET 14 USE LOAD STEP 14 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 14 SUBSTEP= 1 CUMULATIVE ITERATION=

TIME/FREQUENCY=

14.000 TITLE= Pad, LTSP(2), 20 Casks, 440 Kips N 57.03 W (Z,X), Soft Rock ESEL FOR LABEL= TYPE FROM 1728 ELEMENTS (OF I1 SELECT 2 TO 2 BY 1 5348 DEFINED) SELECTED BY ESEL COMMAND.ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.2261 NODES (OF 17051 DEFINED) SELECTED FROM 1728 SELECTED ELEMENTS BY NELE COMMAND.NODE 16035 16067 2 2 SXY 7.2644 7.4356 SYZ 5.6615 6.7102 SXz -1.3059 -1.6907 102 Sheet 33 of 87 F JENERCON F SERVICES, INC. Appendix SN-2 to Calculation PGE-009-CALC-003 MAXIMUM VALUES OF Sy SORT ON ITEM=S COMPONENT=Y ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE SX 4.5286 4.4794 SY 4.2451 4.2250 Sz 8.7346 8.5876 SXY SYZ -0.22190E-01 0.33813 0.91400E-02 0.35257 NODE SORT REMOVED MINIMUM VALUES OF Sy SORT ON ITEM=S COMPONENT=Y ORDER= 1 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 7596 7532 SX -16.562 -16.084 SY -23.714 -23.546 Sz -11.894 -10.658 NODE SORT REMOVED SET 15 USE LOAD STEP 15 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 15 SUBSTEP= 1 CUMULATIVE ITERATION=

TIME/FREQUENCY=

15.000 TITLE= Pad, LTSP(2), 20 Casks, 440 Kips West (X), Soft Rock ESEL FOR LABEL= TYPE FROM 1728 ELEMENTS (OF 1 SELECT 2 TO 2 BY 1 5348 DEFINED) SELECTED BY ESEL COMMAND.ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.2261 NODES (OF 17051 DEFINED) SELECTED FROM 1728 SELECTED ELEMENTS BY NELE COMMAND.MAXIMUM VALUES OF Sy NODE 16035 16036 2 SXz 2.3695 2.4216 2 SXY 8.3319 8.1609 SYZ 5.1241 3.9881 SXz -1.3042 -0.93901 110 r '1ENERCON F S SSERVICES, INC. Appendix SN-2 to Calculation PGE-009-CALC-003 Sheet 34 of 87 SORT ON ITEM=S COMPONENT=Y ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE SX 9.3727 9.2896 SY 4.7286 4.6877 SZ 4.9255 4.8822 SXY SYZ SXZ 0.48767E-01 0.40855E-06-0.97421E-05 0.52316E-01-0.66741E-02-0.24542 NODE SORT REMOVED MINIMUM VALUES OF Sy SORT ON ITEM=S COMPONENT=Y ORDER= 1 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE SX -18.831 -18.345 SY -26.321 -25.816 Sz -13.150 -12.659 SXY 9.4360 9.1858 SYZ SXZ 0.61094E-04-0.14323E-04

-1.1842 0.35236 NODE SORT REMOVED SET 16 USE LOAD STEP 16 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 16 SUBSTEP= 1 CUMULATIVE ITERATION=

TIME/FREQUENCY=

16.000 TITLE= Pad, LTSP(2), 20 Casks, 176 Kips North (Z), Max Up, Soft Rock ESEL FOR LABEL= TYPE FROM 1728 ELEMENTS (OF 1i SELECT 2 TO 2 BY 1 5348 DEFINED) SELECTED BY ESEL COMMAND.ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.2261 NODES (OF 17051 DEFINED) SELECTED FROM 1728 SELECTED ELEMENTS BY NELE COMMAND.

MAXIMUM VALUES OF Sy SORT ON ITEM=S COMPONENT=Y ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR NODE 15875 15827 2 NODE 7596 7532 2 123 2 2 VALUES.

Sheet 35 of 87 F ENERCON SSERVICES, INC. Appendix SN-2 to Calculation PGE-009-CALC-003 PRINT S NODAL SOLUTION PER NODE SXY SYZ 0.16949E-05 0.22608 -0.10495E-01 0.22425 Sxz -0.63359E-05

-0.19531 NODE SORT REMOVED MINIMUM VALUES OF Sy SORT ON ITEM=S COMPONENT=Y ORDER= 1 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 7740 15684 SX -3.9583 -3.9583 SY -7.1690 -7.1689 SZ -7.0877 -7.0877 NODE SORT REMOVED SET 17 USE LOAD STEP 17 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 17 SUBSTEP= 1 CUMULATIVE ITERATION=

TIME/FREQUENCY=

17.000 TITLE= Pad, LTSP(2), 20 Casks, 176 Kips West (X), Max Up, Soft Rock ESEL FOR LABEL= TYPE FROM 1728 ELEMENTS (OF 1.SELECT 2 TO 2 BY 1 5348 DEFINED) SELECTED BY ESEL COMMAND.ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.2261 NODES (OF 17051 DEFINED) SELECTED FROM 1728 SELECTED ELEMENTS BY NELE COMMAND.

MAXIMUM VALUES OF Sy SORT ON ITEM=S COMPONENT=Y ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 8123 8124 SX 3.1425 3.0984 SY 2.9851 2.9458 Sz 6.0183 5.9372 2 SXY 1.2156 -1.2156 SYZ 5.0012 5.0012 SXZ -1.4196 1.4196 136 2 ri iTENERCON

.SERVICES, INC. Appendix SN-2 to Calculation PGE-009-CALC-003 NODE 15875 15827 SX 4.3042 4.2665 SY 2.1795 2.1608 Sz 2.2648 2.2451 Sheet 36 of 87 SXY SYz SXz 0.22268E-01 0.19371E-05-0.20897E-04 0.23728E-01-0.31197E-02-0.11150 NODE SORT REMOVED MINIMUM VALUES OF Sy SORT ON ITEM=S COMPONENT=Y ORDER= 1 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE SX -8.1717 -7.9687 SY -10.947 -10.742 Sz -5.5318 -5.3360 SXY 4.2324 4.1265 SYZ SXZ 0.16586E-03-0.39818E-04

-0.49369 0.15144 NODE SORT REMOVED SET 18 USE LOAD STEP 18 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 18 SUBSTEP= 1 CUMULATIVE ITERATION=

TIME/FREQUENCY=

18.000 TITLE= Pad, LTSP(4), 20 Casks, 156 Kips North (Z), Max Up, Soft Rock ESEL FOR LABEL= TYPE FROM 1728 ELEMENTS (OF 12 SELECT 2 TO 2 BY 1 5348 DEFINED) SELECTED BY ESEL COMMAND.ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.2261 NODES (OF 17051 DEFINED) SELECTED FROM 1728 SELECTED ELEMENTS BY NELE COMMAND.

MAXIMUM VALUES OF Sy SORT ON ITEM=S COMPONENT=Y ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE SXY SYZ 0.15908E-05 0.21390 -0.98218E-02 0.21175 SXZ -0.65118E-05

-0.18335 NODE 7596 7532 2 151 NODE 8123 8124 SX 2.9420 2.9014 2 SY 2.8069 2.7706 SZ 5.6220 5.5478 Sheet 37 of 87 r ~ ENERCON r. SERVICES, INC. Appendix SN-2 to Calculation PGE-009-CALC-003 NODE SORT REMOVED MINIMUM VALUES OF Sy SORT ON ITEM=S COMPONENT=Y ORDER= 1 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 7740 15684 SX -3.6552 -3.6552 SY -6.6333 -6.6333 Sz -6.6041 -6.6041 NODE SORT REMOVED SET 19 USE LOAD STEP 19 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 19 SUBSTEP= 1 CUMULATIVE ITERATION=

TIME/FREQUENCY=

19.000 TITLE= Pad, LTSP(4), 20 Casks, 156 Kips West (X), Max Up, Soft Rock ESEL FOR LABEL= TYPE FROM 1728 ELEMENTS (OF 1I SELECT 2 TO 2 BY 1 5348 DEFINED) SELECTED BY ESEL COMMAND.ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.2261 NODES (OF 17051 DEFINED) SELECTED FROM 1728 SELECTED ELEMENTS BY NELE COMMAND.

MAXIMUM VALUES OF Sy SORT ON ITEM=S COMPONENT=Y ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE SY 2.0029 1.9867 SZ 2.0673 2.0506 SXY SYZ SXZ 0.19029E-01 0.16113E-06-0.34669E-05 0.20041E-01-0.27237E-02-0.10173 NODE SORT REMOVED 2 SXY 1.0570 -1.0570 SYZ 4.5537 4.5537 SXz -1.3092 1.3092 168 NODE 15875 15827 SX 3.9150 3.8832 2 Sheet 38 of 87ENERCON F, 1 J SERVICES, INC. Appendix SN-2 to Calculation PGE-009-CALC-003 MINIMUM VALUES OF Sy SORT ON ITEM=S COMPONENT=Y ORDER= 1 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE SY -9.4381 -9.2710 SZ -4.8287 -4.6830 SXY 3. 9096 3 .8234 SYZ SXz 0.11979E-04-0.15961E-05

-0.41303 0.12701 NODE SORT REMOVED.15348 ELEMENTS (OF 17051 NODES (OF 15348 DEFINED) SELECTED BY EALL COMMAND.

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

- - - - ROUTINE COMPLETED

- - - - CP =50.503*** NOTE *** CP= 50.503 TIME= 17:38:51 A total of 1 warnings and errors written to dcslabs2.err.

HARD ROCK RESULTS/OUTPUT FILE= rockhardystress.out NODE 7596 7532 Si -7.4036 -7.2342 2 Sheet 39 of 87' ~ENERCON F A SERVICES, INC. Appendix SN-2 to Calculation PGE-009-CALC-003 Below is the ANSYS output file for the maximum rock vertical (Y) stresses for the hard rock analyses.

CURRENT JOBNAME REDEFINED AS dcslabh2 RESUME ANSYS DATA FROM FILE NAME=dcslabh2.db

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

NUMBER OF ELEMENT TYPES = 6 15348 ELEMENTS CURRENTLY SELECTED.

MAX 17051 NODES CURRENTLY SELECTED.

MAX 259 KEYPOINTS CURRENTLY SELECTED.

MAX 250 LINES CURRENTLY SELECTED.

MAX 181 AREAS CURRENTLY SELECTED.

MAX 70 VOLUMES CURRENTLY SELECTED.

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

= NUMBER OF NODAL LOADS ELEMENT NUMBER = NODE NUMBER = KEYPOINT NUMBER = LINE NUMBER = AREA NUMBER = VOL. NUMBER =5 6 0 4620 2193 2160 (CARTESIAN)

INITIAL JOBNAME = dcslabs2 CURRENT JOBNAME = dcslabh2 PRINT HEADER DO NOT PRINT DO NOT PRINT DO NOT PRINT PRINT COLUMN DO NOT PRINT SUBTITLE(S)

LOAD STEP ID NOTE LINE(S) HEADER LABELS REPORT TOTALS***** ANSYS RESULTS INTERPRETATION (POST1) *****ENTER /SHOW,DEVICE-NAI ENTER FINISH 15348 ELEMENTS (OF 17051 NODES (OF IE TO ENABLE GRAPHIC DISPLAY TO LEAVE POST1 15348 DEFINED) SELECTED BY EALL COMM 17051 DEFINED) SELECTED BY NALL COMMAND.SET 1 USE LOAD STEP 1 SUBSTEP 33177 17051 259 396 295 70 AND.0 FOR LOAD CASE 0 ENERCON F 3 SERVICES, INC. Appendix SN-2 to Calculation PGE-009-CALC-003 SET COMMAND GOT LOAD STEP= 1 SUBSTEP= TIME/FREQUENCY=

1.0000 TITLE= Pad, Gravity, 20 Casks, Hard Rock 1 CUMULATIVE ITERATION=

ESEL FOR LABEL= TYPE FROM 1728 ELEMENTS (OF 1 SELECT 2 TO 2 BY 1 5348 DEFINED) SELECTED BY ESEL COMMAND.ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.2261 NODES (OF 17051 DEFINED) SELECTED PROM 1728 SELECTED ELEMENTS BY NELE COMMAND.

MAXIMUM VALUES OF Sy SORT ON ITEM=S COMPONENT=Y ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE SY 0.43021 0.43018 Sz 0.88797 0.88795 SXY -0.27313 0.27314 SYZ SXZ -0.52156E-07-0.17264E-06

-0.52104E-07 0.17328E-06 NODE SORT REMOVED MINIMUM VALUES OF Sy SORT ON ITEM=S COMPONENT=Y ORDER= 1 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE SX -9.8582 -9.6310 SY -16.322 -16.200 SZ -9.9464 -9.5682 SXY SYZ SXZ 0.31929E-05 0.17674E-05 0.14734E-08 0.30499E-05-0.35979

-0.37162E-06 NODE SORT REMOVED SET 2 USE LOAD STEP 2 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 2 SUBSTEP= 1 CUMULATIVE ITERATION=

TIME/FREQUENCY=

2.0000 TITLE= Pad, HE(1), 20 Casks, 515 Kips North (Z), Hard Rock Sheet 40 of 87 2 NODE 15875 7931 Sx 2.1146 2.1145 2 NODE 7587 7563 2 17 Sheet 41 of 87 F l ENERCON A SERVICES, INC. Appendix SN-2 to Calculation PGE-009-CALC-003 ESEL FOR LABEL= TYPE FROM 1728 ELEMENTS (OF 1!SELECT 2 TO 2 BY 1 5348 DEFINED) SELECTED BY ESEL COMMAND.ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.2261 NODES (OF 17051 DEFINED) SELECTED FROM 1728 SELECTED ELEMENTS BY NELE COMMAND.

MAXIMUM VALUES OF Sy SORT ON ITEM=S COMPONENT=Y ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE SX 6.0312 5.9070 SY 5. 8233 5.7041 Sz 11.511 11.277 SXY SYZ SXz 0.81313E-07 0.70889E-01-0.21977E-05

-0.21123E-01 0.66280E-01-0.53059 NODE SORT REMOVED MINIMUM VALUES OF Sy SORT ON ITEM=S COMPONENT=Y ORDER= 1 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 7676 15643 SX -10.297 -10.297 SY -20.378 -20.378 Sz -16.770 -16.770 NODE SORT REMOVED SET 3 USE LOAD STEP 3 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 3 SUBSTEP= 1 CUMULATIVE ITERATION=

TIME/FREQUENCY=

3.0000 TITLE= Pad, HE(l), 20 Casks, 515 Kips N 32.93 W (Z,X), Hard Rock ESEL FOR LABEL= TYPE FROM NODE 8123 8124 2 2 SXY 0.47511 -0.47511 SYZ 12.512 12.512 SXZ -0.66821 0.66821 30 2 TO 2 BY I ENERCON SERVICES, INC. Appendix SN-2 to Calculation PGE-009-CALC-003 1728 ELEMENTS (OF SELECT Sheet 42 of 87 15348 DEFINED) SELECTED BY ESEL COMMAND.ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.2261 NODES (OF 17051 DEFINED) SELECTED FROM 1728 SELECTED ELEMENTS BY NELE COMMAND.

MAXIMUM VALUES OF Sy SORT ON ITEM=S COMPONENT=Y ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE SX 5.5543 5.4925 SY 5.3454 5.2731 Sz 10.623 10.522 SXY SYZ -0.74094E-02 0.11880 -0.33624E-01 0.11678 SXz 1.3767 0.92935 NODE SORT REMOVED MINIMUM VALUES OF Sy SORT ON ITEM=S COMPONENT=Y ORDER= 1 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 7532 7596 SX -24.540 -25.099 SY -25.061 -24.177 SZ -13.271 -17.095 NODE SORT REMOVED SET 4 USE LOAD STEP 4 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 4 SUBSTEP= 1 CUMULATIVE ITERATION=

TIME/FREQUENCY=

4.0000 TITLE= Pad, HE(l), 20 Casks, 515 Kips N 45 W (Z,X), Hard Rock ESEL FOR LABEL= TYPE FROM 1728 ELEMENTS (OF 1!2 TO 2 BY 1 5348 DEFINED) SELECTED BY ESEL COMMAND.ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.NODE 16067 8123 2 2 SXY 7.1415 6.9533 SYZ 11.459 11.714 SXz -6.8501 -7.5667 36 SELECT Sheet 43 of 87 r IENERCON K. SERVICES, INC. Appendix SN-2 to Calculation PGE-009-CALC-003 2261 NODES (OF 17051 DEFINED) SELECTED FROM 1728 SELECTED ELEMENTS BY NELE COMMAND.

MAXIMUM VALUES OF Sy SORT ON ITEM=S COMPONENT=Y ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE SX 5.i769 5.0656 SY 4.9607 4.8836 SZ 9.9306 9.7166 SXY SYZ -0.20640E-01 0.15552 0.80196E-02 0.13490 SXz 1.6283 1.9626 NODE SORT REMOVED MINIMUM VALUES OF Sy SORT ON ITEM=S COMPONENT=Y ORDER= 1 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 7532 7596 SX -29.759 -30.478 SY -27.923 -27.711 SZ -15.379 -18.836 NODE SORT REMOVED SETS5 USE LOAD STEP 5 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 5 SUBSTEP= 1 CUMULATIVE ITERATION=

TIME/FREQUENCY=

5.0000 TITLE= Pad, HE(1), 20 Casks, 515 Kips N 57.07 W (Z,X), Hard Rock ESEL FOR LABEL= TYPE FROM 1728 ELEMENTS (OF 1I SELECT 2 TO 2 BY 1 5348 DEFINED) SELECTED BY ESEL COMMAND.ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.2261 NODES (OF 17051 DEFINED) SELECTED FROM 1728 SELECTED ELEMENTS BY NELE COMMAND.NODE 16067 16035 2 2 SXY 8.2738 8.2128 SYZ 8.8941 9.7128 SXz -5.4262 -6.3685 42 Sheet 44 of 87 r ~JENERCON SERVICES, INC. Appendix SN-2 to Calculation PGE-009-CALC-003 MAXIMUM VALUES OF Sy SORT ON ITEM=S COMPONENT=Y ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE SX 4.6407 4.6346 SY 4.4536 4.4067 Sz 8.9393 8.9373 SXY SYZ -0.50805E-02 0.17773 -0.36490E-01 0.18456 SXz 2.1044 1.8244 NODE SORT REMOVED MINIMUM VALUES OF Sy SORT ON ITEM=S COMPONENT=Y ORDER= 1 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 7596 7612 SX -34.869 -33.874 SY -30.608 -30.418 Sz -20.255 -21.973 NODE SORT REMOVED SET 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), Hard Rock ESEL FOR LABEL= TYPE FROM 1728 ELEMENTS (OF 1!SELECT 2 TO 2 BY 1 5348 DEFINED) SELECTED BY ESEL COMMAND.ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.2261 NODES (OF 17051 DEFINED) SELECTED FROM 1728 SELECTED ELEMENTS BY NELE COMMAND.

MAXIMUM VALUES OF Sy NODE 16035 16067 2 2 SXY 9.2577 8.8418 SYZ 7.3493 8.0552 SXz -4.8745 -5.5989 54 Sheet 45 of 87 r i ENERCON SERVICES, INC. Appendix SN-2 to Calculation PGE-009-CALC-003 SORT ON ITEM=S COMPONENT=Y ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE SY 4.1017 4.0559 Sz 4.2490 4.2027 SXY -0.18419 -0.17959 SYZ SXz 0.55228E-05-0.51649E-04

-0.56221E-02-0.31579 NODE SORT REMOVED MINIMUM VALUES OF Sy SORT ON ITEM=S COMPONENT=Y ORDER= 1 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE SX -40.447 -39.161 SY -34.281 -33.911 Sz -22.341 -21.536 SXY 10.623 10.281 SYZ SXz 0.31389E-03-0.28183E-03

-1.4182 1.2722 NODE SORT REMOVED SET 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(1), 20 Casks, 206 Kips North (z), Max Up, Hard Rock ESEL FOR LABEL= TYPE FROM 1728 ELEMENTS (OF 1!SELECT 2 TO 2 BY 1 5348 DEFINED) SELECTED BY ESEL COMMAND.ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.2261 NODES (OF 17051 DEFINED) SELECTED FROM 1728 SELECTED ELEMENTS BY NELE COMMAND.

MAXIMUM VALUES OF Sy COMPONENT=Y ORDER= 0 KABS= 0 NMAX=NODE 15875 15827 SX 8.0824 7.9920 2 NODE 7596 7532 2 74 SORT ON ITEM=S 2 r _ ENERCON SERVICES, INC. Appendix SN-2 to Calculation PGE-009-CALC-003 SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 8123 8124 Sx 3.1264 3.0583 SY 2.9809 2.9171 SZ 6.0042 5.8757 SXY SYZ SXZ 0.17726E-05 0.59439E-01-0.37499E-05

-0.11277E-01 0.57568E-01-0.27594 NODE SORT REMOVED MINIMUM VALUES OF Sy SORT ON ITEM=S COMPONENT=Y ORDER= 1 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 7676 15643 SX -4.9831 -4.9831 SY -9.6032 -9.6032 Sz -7.7630 -7.7630 NODE SORT REMOVED SET 8 USE LOAD STEP 8 SUBSTEP 0 FOR LOAD CASE 0-SET COMMAND GOT LOAD STEP= 8 SUBSTEP= 1 CUMULATIVE ITERATION=

TIME/FREQUENCY=

8.0000 TITLE= Pad, HE(l), 20 Casks, 206 Kips West (X), Max Up, Hard Rock ESEL FOR LABEL= TYPE FROM 1728 ELEMENTS (OF 1!SELECT 2 TO 2 BY 1 5348 DEFINED) SELECTED BY ESEL COMMAND.ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.2261 NODES (OF 17051 DEFINED) SELECTED FROM 1728 SELECTED ELEMENTS BY NELE COMMAND.

MAXIMUM VALUES OF Sy SORT ON ITEM=S COMPONENT=Y ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR Sheet 46 of 87 2 SXY 0.22862 -0.22861 SYZ 5.6549 5.6549 SXZ -0.28559 0.28558 90 2 2 VALUES.

F 'j ENERCON

SERVICES, INC. Appendix SN-2 to Calculation PGE-009-CALC-003 PRINT S NODAL SOLUTION PER NODE NODE 15875 15827 SX 4.3066 4.2557 SY 2.1426 2.1174 SZ 2.2494 2.2232 SXY SYZ SXZ -0.60908E-01 0.21688E-05-0.10986E-05

-0.58538E-01-0.36071E-02-0.15752 NODE SORT REMOVED MINIMUM VALUES OF Sy SORT ON ITEM=S COMPONENT=Y ORDER= 1 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE SY -15.389 -15.241 SZ -10.040 -9.6969 SXY 4.7790 4.6319 SYZ SXZ 0.42562E-04-0.39916E-04 0.57194 0.51521 NODE SORT REMOVED SET 9 USE LOAD STEP 9 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 9 SUBSTEP= 1 CUMULATIVE ITERATION=

TIME/FREQUENCY=

9.0000 TITLE= Pad, HE(3), 20 Casks, 171.2 Kips North (Z), Max Dn, Hard Rock ESEL FOR LABEL= TYPE FROM 1728 ELEMENTS (OF I1 SELECT 2 TO 2 BY 1 3348 DEFINED) SELECTED BY ESEL COMMAND.ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.2261 NODES (OF 17051 DEFINED) SELECTED FROM 1728 SELECTED ELEMENTS BY NELE COMMAND.

MAXIMUM VALUES OF Sy SORT ON ITEM=S COMPONENT=Y ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE SY SZ SXY Sheet 47 of 87 NODE 7596 7532 SX -17.525 -16.982 2 95 2 NODE SX SYZ SXZ r ENERCON .-A SERVICES, INC. Appendix SN-2 to Calculation PGE-009-CALC-003 Sheet 48 of 87 8123 4.3128 16067 4.2084 3.4816 3.4031 8.8931 8.6835 0.55350E-06-0.35722 0.85352E-02-0.32945

-0.92169E-06 0.34368 NODE SORT REMOVED MINIMUM VALUES OF Sy SORT ON ITEM=S COMPONENT=Y ORDER= 1 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE SXY 0.51558E-04 0.48831E-04 SYZ 4.5974 5.1519 SXz -0.28928E-05

-0.12252E-04 NODE SORT REMOVED SET 10 USE LOAD STEP 10 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 10 SUBSTEP= 1 CUMULATIVE ITERATION=

TIME/FREQUENCY=

10.000 TITLE= Pad, HE(3), 20 Casks, 171.2 Kips West (X), Max Dn, Hard Rock ESEL FOR LABEL= TYPE FROM 1728 ELEMENTS (OF 1E SELECT 2 TO 2 BY 1 5348 DEFINED) SELECTED BY ESEL COMMAND.ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.2261 NODES (OF 17051 DEFINED) SELECTED FROM 1728 SELECTED ELEMENTS BY NELE COMMAND.

MAXIMUM VALUES OF Sy SORT ON ITEM=S COMPONENT=Y ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR PRINT S NODAL SOLUTION PER NODE Sz 3.7029 3.6426 SXY -0.36784 -0.35075 SYZ SXZ -0.70849E-07-0.20872E-05 0.64996E-02 0.23087 NODE 7587 7667 SX -18.076 -18.013 2 SY -30.099 -29.972 Sz -18.254 -19.334 99 2 VALUES.NODE 15875 15859 SX 7.6593 7.5332 2 SY 2.9564 2.9096 Sheet 49 of 87 r ENERCON r SERVICES, INC. Appendix SN-2 to Calculation PGE-009-CALC-003 NODE SORT REMOVED MINIMUM VALUES OF Sy SORT ON ITEM=S COMPONENT=Y ORDER= 1 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE SX -26.616 -25.867 SY -34.131 -33.881 Sz -21.259 -20.440 SXY 9.2959 9.0576 SYZ SXZ 0.41587E-05 0.39822E-06

-0.62183 0.31497 NODE SORT REMOVED SET 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), Hard Rock ESEL FOR LABEL= TYPE FROM 1728 ELEMENTS (OF 1i SELECT 2 TO 2 BY 1 5348 DEFINED) SELECTED BY ESEL COMMAND.ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.2261 NODES (OF 17051 'DEFINED)

SELECTED FROM 1728 SELECTED ELEMENTS BY NELE COMMAND.

MAXIMUM VALUES OF Sy SORT ON ITEM=S COMPONENT=Y ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE SY 5.6770 5.5601 Sz 11.233 11.003 SXY SYZ SXZ 0.81643E-07 0.75237E-01-0.21644E-05

-0.20823E-01 0.70527E-01-0.51820 NODE SORT REMOVED NODE 7596 7532 2 117 NODE 8123 8124 SX 5.8835 5.7614 2 r r. -J SERVICES, INC. Appendix SN-2 to Calculation PGE-009-CALC-003 MINIMUM VALUES OF Sy SORT ON ITEM=S COMPONENT=Y ORDER= 1 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 7676 15643 SX -9.1916 -9.1916 SY -17.929 -17.929 Sz -15.544 -15.544 NODE SORT REMOVED SET 12 USE LOAD STEP 12 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 12 SUBSTEP= 1 CUMULATIVE ITERATION=

TIME/FREQUENCY=

12.000 TITLE= Pad, LTSP(2), 20 Casks, 440 Kips N 32.93 W (Z,X), Hard Rock ESEL FOR LABEL= TYPE FROM 1728 ELEMENTS (OF 1!SELECT 2 TO 2 BY 1 5348 DEFINED) SELECTED BY ESEL COMMAND.ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.2261 NODES (OF 17051 DEFINED) SELECTED FROM 1728 SELECTED ELEMENTS BY NELE COMMAND.

MAXIMUM VALUES OF Sy SORT ON ITEM=S COMPONENT=Y ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE SX 5.3870 5.3159 SY 5.1804 5.0994 Sz 10.307 10.187 SXY SYZ -0.87111E-02 0.11342 -0.33449E-01 0.10939 SXz 1.3470 0.91117 NODE SORT REMOVED MINIMUM VALUES OF Sy Sheet 50 of 87 2 SXY 0.42858 -0.42859 SYZ 11.870 11.870 SXz -0.62965 0.62965 130 NODE 16067 8123 2 Sheet 51 of 87 r SENERCON r. SERVICES, INC. Appendix SN-2 to Calculation PGE-009-CALC-003 SORT ON ITEM=S COMPONENT=Y ORDER= 1 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 7532 7596 SX -22.440 -23.033 SY -22.380 -21.729 Sz -11.974 -15.423 NODE SORT REMOVED SET 13 USE LOAD STEP 13 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 13 SUBSTEP= 1 CUMULATIVE ITERATION=

TIME/FREQUENCY=

13.000 TITLE= Pad, LTSP(2), 20 Casks, 440 Kips N 45 W (Z,X), Hard Rock ESEL FOR LABEL= TYPE FROM 1728 ELEMENTS (OF 1 SELECT 2 TO 2 BY 1 5348 DEFINED) SELECTED BY ESEL COMMAND.ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.2261 NODES (OF 17051 DEFINED) SELECTED FROM 1728 SELECTED ELEMENTS BY NELE COMMAND.

MAXIMUM VALUES OF Sy SORT ON ITEM=S COMPONENT=Y ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE SX 4.9841 4.8940 SY 4.7711 4.7124 Sz 9.5643 9.3901 SXY SYZ -0.21670E-01 0.14100 0.54500E-02 0.12544 NODE SORT REMOVED MINIMUM VALUES OF Sy SORT ON ITEM=S COMPONENT=Y ORDER= 1 KABS= 0 NMAX=SORT COMPLETED FOR 2 SXY 6.6613 6.5437 SYZ 10.639 10.897 SXz -6.4238 -7.0627 135 NODE 16067 16035 2 SXz 1.5869 1.9102 2 2 VALUES.

r ENERCON r A SERVICES, INC. Appendix SN-2 to Calculation PGE-009-CALC-003 PRINT S NODAL SOLUTION PER NODE NODE 7532 7596 SX -27.218 -27.973 SY -24.928 -24.821 Sz -13.875 -17.038 NODE SORT REMOVED SET 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 ESEL FOR LABEL= TYPE FROM 1728 ELEMENTS (OF IE SELECT 2 TO 2 BY 1 5348 DEFINED) SELECTED BY ESEL COMMAND.ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.2261 NODES (OF 17051 DEFINED) SELECTED FROM 1728 SELECTED ELEMENTS BY NELE COMMAND.

MAXIMUM VALUES OF Sy SORT ON ITEM=S COMPONENT=Y ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE SX 4.4381 4.4123 SY 4.2518 4.1887 Sz 8.5515 8.5117 SXY SYZ -0.77256E-02 0.15780 -0.36887E-01 0.15934 SXz 2.0345 1.7688 NODE SORT REMOVED MINIMUM VALUES OF Sy SORT ON ITEM=S COMPONENT=Y ORDER= 1 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE Sheet 52 of 87 SXY 7.7413 7.7320 SYZ 8.2928 9.0473 SXz -5.0915 -5.9384 NODE 16035 16067 2 2 r ENERCON F SERVICES, INC. Appendix SN-2 to Calculation PGE-009-CALC-003 NODE 7596 7612 SX -31.992 -31.166 SY -27.354 -27.200 Sz -18.352 -19.937 SXY 8.7108 8.3620 SYZ 6.8520 7.5075 Sheet 53 of 87 Sxz -4.5411 -5.2043 NODE SORT REMOVED SET 15 USE LOAD STEP 15 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 15 SUBSTEP= 1 CUMULATIVE ITERATION=

TIME/FREQUENCY=

15.000 TITLE= Pad, LTSP(2), 20 Casks, 440 Kips West (X), Hard Rock ESEL FOR LABEL= TYPE FROM 1728 ELEMENTS (OF 1i SELECT 2 TO 2 BY 1 5348 DEFINED) SELECTED BY ESEL COMMAND.ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.2261 NODES (OF 17051 DEFINED) SELECTED FROM 1728 SELECTED ELEMENTS BY NELE COMMAND.

MAXIMUM VALUES OF Sy SORT ON ITEM=S COMPONENT=Y ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE SY 4.1364 4.0888 Sz 4.2859 4.2375 SXY -0.15408 -0.15012 SYZ SXz 0.62009E-05-0.30200E-04

-0.64391E-02-0.30974 NODE SORT REMOVED MINIMUM VALUES OF Sy SORT ON ITEM=S COMPONENT=Y ORDER= 1 KABS= 0 NMAX=SORT COMPLETED FOR PRINT S NODAL SOLUTION PER NODE Sz -20.235 -19.509 SXY 9.9559 9.6514 SYZ SXZ 0.20130E-03-0.17954E-03

-1.2601 1.1377 153 NODE 15875 15827 SX 8.1531 8.0593 2 2 VALUES.NODE 7596 7532 SX -37.022 -35.868 2 SY -30.547 -30.218 ESERCON F ERIESIN.Appendix SN-2 to Calculation PGE-009-CALC-003 Sheet 54 of 87 NODE SORT REMOVED SET 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 ESEL FOR LABEL= TYPE FROM 1728 ELEMENTS (OF if SELECT 2 TO 2 BY 1 5348 DEFINED) SELECTED BY ESEL COMMAND.ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.2261 NODES (OF 17051 DEFINED) SELECTED FROM 1728 SELECTED ELEMENTS BY NELE COMMAND.

MAXIMUM VALUES OF Sy SORT ON ITEM=S COMPONENT=Y ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE SX 2.6945 2.6388 SY 2.6050 2.5515 Sz 5.1392 5.0345 SXY SYZ SXz 0.43418E-06 0.33596E-01-0.36277E-05

-0.96049E-02 0.31203E-01-0.23730 NODE SORT REMOVED MINIMUM VALUES OF Sy SORT ON ITEM=S COMPONENT=Y ORDER= 1 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 7676 15643 SX -3.7400 -3.7400 SY -7.1600 -7.1600 Sz -6.7979 -6.7979 NODE SORT REMOVED NODE 8123 8124 2 2 SXY 0.17870 -0.17870 SYZ 5.3135 5.3135 SXz -0.28510 0.28509 Sheet 55 of 87 F 'IENERCON SERVICES, INC. Appendix SN-2 to Calculation PGE-009-CALC-003 SET 17 USE LOAD STEP 17 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 17 SUBSTEP= 1 CUMULATIVE ITERATION=

TIME/FREQUENCY=

17.000 TITLE= Pad, LTSP(2), 20 Casks, 176 Kips West (X), Max Up, Hard Rock ESEL FOR LABEL= TYPE FROM 1728 ELEMENTS (OF 1!SELECT 2 TO 2 BY 1 5348 DEFINED) SELECTED BY ESEL COMMAND.ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.2261 NODES (OF 17051 DEFINED) SELECTED FROM 1728 SELECTED ELEMENTS BY NELE COMMAND.

MAXIMUM VALUES OF Sy SORT ON ITEM=S COMPONENT=Y ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE SX 3.7747 3.7316 SY 1.9227 1.9007 Sz 1.9871 1.9647 SXY SYZ SXZ -0.67648E-01 0.17773E-05-0.79385E-05

-0.66064E-01-0.31308E-02-0.14052 NODE SORT REMOVED MINIMUM VALUES OF Sy SORT ON ITEM=S COMPONENT=Y ORDER= 1 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE SY -12.641 -12.502 Sz -8.6181 -8.3128 SXY 4.4912 4.3628 SYZ SXZ 0.54140E-04-0.47479E-04

-0.53689 0.49042 NODE SORT REMOVED --------------------------------------------------------------------------------

202 NODE 15875 15827 2 NODE 7596 7532 SX -16.254 -15.763 2 ENERCON SERVICES, INC. Appendix SN-2 to Calculation PGE-009-CALC-003 Sheet 56 of 87 SET 18 USE LOAD STEP 18 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 18 SUBSTEP= 1 CUMULATIVE ITERATION=

TIME/FREQUENCY=

18.000 TITLE= Pad, LTSP(4), 20 Casks, 156 Kips North (Z), Max Up, Hard Rock ESEL FOR LABEL= TYPE FROM 1728 ELEMENTS (OF i1 SELECT 2 TO 2 BY 1 5348 DEFINED) SELECTED BY ESEL COMMAND.ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.2261 NODES (OF 17051 DEFINED) SELECTED FROM 1728 SELECTED ELEMENTS BY NELE COMMAND.

MAXIMUM VALUES OF Sy SORT ON ITEM=S COMPONENT=Y ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE SX 2.4985 2.4476 SY 2.4275 2.3785 Sz 4.7532 4.6578 SXY SYZ SXZ 0.54095E-05 0.30114E-01-0.33133E-04

-0.89843E-02 0.27428E-01-0.21963 NODE SORT REMOVED MINIMUM VALUES OF Sy SORT ON ITEM=S COMPONENT=Y ORDER= 1 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 7740 15684 SX -4.9203 -4.9202 SY -6.1108 -6.1108 Sz -11.347 -11 .347 NODE SORT REMOVED SET 19 F A 227 NODE 8123 8124 2 2 SXY 1.4412 -1.4411 SYZ 4.7219 4.7219 SXz -2.7630 2.7630 Sheet 57 of 87 F SERVICES, INC. Appendix SN-2 to Calculation PGE-009-CALC-003 USE LOAD STEP 19 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 19 SUBSTEP= 1 CUMULATIVE ITERATION=

TIME/FREQUENCY=

19.000 TITLE= Pad, LTSP(4), 20 Casks, 156 Kips West (X), Max Up, Hard Rock ESEL FOR LABEL= TYPE FROM 1728 ELEMENTS (OF 1E SELECT 2 TO 2 BY 1 5348 DEFINED) SELECTED BY ESEL COMMAND.ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.2261 NODES (OF 17051 DEFINED) SELECTED FROM 1728 SELECTED ELEMENTS BY NELE COMMAND.

MAXIMUM VALUES OF Sy SORT ON ITEM=S COMPONENT=Y ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE SX 3.2656 3.2326 SY 1.6797 1.6625 Sz 1.7252 1.7080 SXY SYZ SXZ -0.77689E-01 0.26492E-05-0.20837E-04

-0.76209E-01-0.22554E-02-0.12153 NODE SORT REMOVED MINIMUM VALUES OF Sy SORT ON ITEM=S COMPONENT=Y ORDER= 1 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE SX -15.269 -14.822 SY -10.933 -10.805 Sz -7.7042 -7.4451 SXY 4.2736 4.1574 SYZ SXZ 0.12822E-03-0.11054E-03

-0.50055 0.46489 NODE SORT REMOVED -------------------------------------------------------------------------------

15348 DEFINED) SELECTED BY EALL COMMAND.252 NODE 15875 15827 2 NODE 7596 7532 2 15348 ELEMENTS (OF I ENERCON FSERVICES, IC 3INC. Appendix SN-2 to Calculation PGE-009-CALC-003 17051 NODES (OF 17051 DEFINED) SELECTED BY NALL COMMAND.

EXIT THE ANSYS POST1 DATABASE PROCESSOR***** ROUTINE COMPLETED

- - - - CP =99.573*** NOTE *** CP= 99.573 TIME= 17:40:02 A total of 1 warnings and errors written to dcsiabs2.err.

Sheet 58 of 87 Sheet 59 of 87 E l ENERCON -SERVICES, INC. Appendix SN-2 to Calculation PGE-009-CALC-003 Below is the ANSYS input file that scans the database for the maximum rock vertical (Y) stresses.

Element type 2 is the rock. This file processes data for very hard rock analyses.

/COM /OUTPUT, rockvhardystress.out

/COM /COM ROCK STRESS DATA SORTED AND PRINTED BY LOAD STEP /COM /COM /COM /COM THIS ROUTINE SORTS AND PRINTS ROCK STRESS DATA Sy BY LOAD STEP /COM /COM /com VERY HARD ROCK RESULTS /CON /file,dcslabh6 resume /header,on, off,off,off,on,off

/postl /CON EALL NALL /CON /COM /COM /Com /COM SET 1 /COM SET, 1 ESEL,TYPE,2 NELEM /CON /COM /COM MAXIMUM VALUES OF Sy /COM NSORT, S,Y,0,0,2,SEL PRNSOL,S NUSORT /COM /COM /COM MINIMUM VALUES OF Sy /COM NSORT,S,Y,1,0,2,SEL PRNSOL,S NUSORT /COM /COM /Com /COM /COM /COM SET 2 /COM SET, 2 ESEL, TYPE,2 NELEM /COM Sheet 60 of 87 r ~JENERCON SERVICES, INC. Appendix SN-2 to Calculation PGE-009-CALC-003

/COM /COM MAXIMUM VALUES OF Sy /COM NSORT,S,Y,0,0,2,SEL PRNSOL,S NUSORT /COM /COM /COM MINIMUM VALUES OF Sy /COM NSORT,S,Y,1,0,2,SEL PRNSOL,S NUSORT /COM /COM /COM /COM /COM SET 3 /COM SET, 3 ESEL,TYPE,2 NELEM /CON /COM /COM MAXIMUM VALUES OF Sy /COM NSORT, S,Y,0,0,2,SEL PRNSOL,S NUSORT /COM /CON /CON MINIMUM VALUES OF Sy /CON NSORT,S,Y,1,0,2,SEL PRNSOL,S NUSORT /COM /COM /CON /COM /COM SET 4 /CON SET,4 ESEL,TYPE,2 NELEM /COM /CON /COM MAXIMUM VALUES OF Sy /COM NSORT, S,Y,0,0,2,SEL PRNSOL,S NUSORT /COM /COM /COM MINIMUM VALUES OF Sy /COM NSORT,S,Y,1,0,2,SEL Sheet 61 of 87 rIJENERCON SERVICES, INC. Appendix SN-2 to Calculation PGE-009-CALC-003 PRNSOL,S NUSORT ICOM /CON /COM /CON /COM SET 5 /COM SET, 5 ESEL, TYPE, 2 NELEM /COM /COM /COM MAXIMUM VALUES OF Sy /COM NSORT,S,Y,0,0,2,SEL PRNSOL,S NUSORT /COM /COM --MINIMUM VALUES OF Sy / CON NSORT,S,Y,1,0,2,SEL PRNSOL,S NUSORT /COM ... /COM /CON /COM SET 6 /CON SET, 6 ESEL,TYPE,2 NELEM /COM /CON ICON MAXIMUM VALUES OF Sy /CON NSORT,S,Y,0,0,2,SEL PRNSOL,S NUSORT /COM /COM /COM MINIMUM VALUES OF Sy /COM NSORT,S,Y, 1, 0,2,SEL PRNSOL,S NUSORT /COM /COM /COM /COM /COM SET 7 _j /COM SET, 7 ESEL,TYPE,2 NELEM

' ENERCON Sheet 62 of 87 : SERVICES, INC. Appendix SN-2 to Calculation PGE-009-CALC-003

/COM /cOM /COM : --MAXIMUM VALUES OF Sy /CON NSORT, S,Y,0,0,2,SEL PRNSOL,S NUSORT /COM /COM /CON MINIMUM VALUES OF Sy /CON NSORT, S, Y, 1, 0,2, SEL PRNSOL,S NUSORT /COM /CON /COM /COM /COM SET 8 / COM SET, 8 ESEL,TYPE,2 NELEM /COM /COM /COM MAXIMUM VALUES OF Sy /COM NSORT,S,Y,0,0,2,SEL PRNSOL,S NUSORT /COM /COM /COM MINIMUM VALUES OF Sy / COM NSORT, S,Y,1,0,2,SEL PRNSOL,S NUSORT /COM /COM /COM /COM /COM SET 9 /COM SET, 9 ESEL,TYPE,2 NELEM /COM ICOM /COM MAXIMUM VALUES OF Sy /COM NSORT,S,Y, 0,0,2,SEL PRNSOL, S NUSORT /COM /COM /COM MINIMUM VALUES OF Sy /COM Sheet 63 of 87 ENERCON F SERVICES, INC. Appendix SN-2 to Calculation PGE-009-CALC-003 NSORT,S,Y,1,0,2,SEL PRNSOL, S NUSORT /CON /COM /CON /CON /COM SET 10 /COM SET, 10 ESEL,TYPE,2 NELEM /COM /COM /COM MAXIMUM VALUES OF Sy : /coM NSORT,S,Y,0,0,2,SEL PRNSOL,S NUSORT /coM /coM /COM MINIMUM VALUES OF Sy--/COM NSORT, S,Y,,0,2,SEL PRNSOL,S NUSORT /COM /COM /COM /COM SET 11 /COM SET, Y 02 ESEL,TYPE,2 NELEM /COM /coM /COM MAXIMUM VALUES OF Sy /CON NSORT, S,Y, 0,0,2, SEL PRNSOL,S NUSORT /CON /coM /COM MINIMUM VALUES OF Sy-/CON NSORT,S,Y,1,0,2,SEL PRNSOL, S NUSORT /coM /COM /coM /COM /COM SET 12 /CON SET, 12 ESEL,TYPE,2

..I ENERCON Sheet 64 of 87 F. -SERVICES, INC. Appendix SN-2 to Calculation PGE-009-CALC-003 NELEM /COM /COM /COM MAXIMUM VALUES OF Sy /COM NSORT, S, Y, 0,0,2, SEL PRNSOL, S NUSORT /COM /COM /COM =-MINIMUM VALUES OF Sy /COM NSORT, S, Y, 1,0,2, SEL PRNSOL, S NUSORT /COM /COM /COM /COM /COM SET 13 / COM SET, 13 ESEL, TYPE, 2 NELEM /COM /CON /COM MAXIMUM VALUES OF Sy / CON NSORT, S,Y, 0,0,2, SEL PRNSOL, S NUSORT / COM /COM /COM MINIMUM VALUES OF Sy /COM NSORT, S, Y, 1,0,2, SEL PRNSOL, S NUSORT /COM /COM /COM /COM /COM SET 14 /COM SET, 14 ESEL,TYPE, 2 NELEM /COM /COM /CON MAXIMUM VALUES OF Sy /CON NSORT, S, Y, 0,0,2, SEL PRNSOL, S NUSORT /COM /COM /COM MINIMUM VALUES OF Sy Sheet 65 of 87 F j NRCON F SERVICES, INC. Appendix SN-2 to Calculation PGE-009-CALC-003

/CON NSORT,S,Y,1,0,2,SEL PRNSOL,S NUSORT /CON /COM /COM /COM /CON SET 15 /CON SET, 15 ESEL,TYPE,2 NELEM /CON /COM /COM MAXIMUM VALUES OF Sy /COM NSORT,S,Y,0,0,2,SEL PRNSOL,S NUSORT /COM /COM /COM MINIMUM VALUES OF Sy /CON NSORT, S,Y,1,0,2,SEL PRNSOL,S NUSORT /CON /CON /COM /CON /CON SET 16 /COM SET, 16 ESEL,TYPE,2 NELEM /CON /CON ..... /CON --- MAXIMUM VALUES OF Sy /CON NSORT, S,Y,0,0,2,SEL PRNSOL,S NUSORT /CON /CON /CON MINIMUM VALUES OF Sy /CON NSORT,S,Y,1,0,2,SEL PRNSOL, S NUSORT /CON /CON /CON /CON /CON SET 17 /CON SET, 17 NERCON Sheet 66 of 87 F SERVICES, INC. Appendix SN-2 to Calculation PGE-009-CALC-003 ESEL,TYPE,2 NELEM /COM /COm /CON MAXIMUM VALUES OF Sy /CON NSORT, S,Y,0,0,2,SEL PRNSOL,S NUSORT /COM /COM /COM MINIMUM VALUES OF Sy /COM NSORTS,Y,1,0,2,SEL PRNSOL,S NUSORT /COM /CON /CON /CON /COM SET 18 /COM SET, 18 ESEL,TYPE,2 NELEM /COM /COM /COM MAXIMUM VALUES OF Sy /COM NSORT, S,Y,0,0,2,SEL PRNSOL,S NUSORT /CON /COM /COM MINIMUM VALUES OF Sy /CON NSORT,S,Y,1,0,2,SEL PRNSOL,S NUSORT /CON /COm /COM /COM /COM SET 19 /COM SET, 19 ESEL,TYPE,2 NELEM /CON /COM /COM MAXIMUM VALUES OF Sy /CON NSORT,S,Y, 0,0,2,SEL PRNSOL, S NUSORT /COM /COM Sheet 67 of 87 F l!ENERCON SERVICES, INC. Appendix SN-2 to Calculation PGE-009-CALC-003

/COM =-MINIMUM VALUES OF Sy NSORT,S,Y,1,0,2,SEL PRNSOL,S NUSORT /CON /COM /COM EALL NALL FINI /OUTPUT /EXIT r lt ENERCON r.J SERVICES, INC. Appendix SN-2 to Calculation PGE-009-CALC-003 Sheet 68 of 87 Below is the ANSYS output file for the maximum rock vertical (Y) stresses for the very hard rock analyses.

ROCK STRESS DATA SORTED AND PRINTED BY LOAD STEP THIS ROUTINE SORTS AND PRINTS ROCK STRESS DATA Sy BY LOAD STEP VERY HARD ROCK RESULTS CURRENT JOBNAME REDEFINED AS dcslabh6 RESUME ANSYS DATA FROM FILE NAME=dcslabh6.db

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

NUMBER OF ELEMENT TYPES = 6 15348 ELEMENTS CURRENTLY SELECTED.

MAX ELEMENT NUMBER = 33177 17051 NODES CURRENTLY SELECTED.

MAX NODE NUMBER = 17051 259 KEYPOINTS CURRENTLY SELECTED.

MAX KEYPOINT NUMBER = 259 250 LINES CURRENTLY SELECTED.

MAX LINE NUMBER = 396 181 AREAS CURRENTLY SELECTED.

MAX AREA NUMBER = 295 70 VOLUMES CURRENTLY SELECTED.

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

MAXIMUM CONSTRAINT EQUATION NUMBER = 4620 NUMBER OF SPECIFIED CONSTRAINTS

= 2193 NUMBER OF NODAL LOADS = 2160 INITIAL JOBNAME = dcslabh6 CURRENT JOBNAME = dcslabh6 PRINT HEADER DO NOT PRINT DO NOT PRINT DO NOT PRINT PRINT COLUMN DO NOT PRINT SUBTITLE(S)

LOAD STEP ID NOTE LINE(S) HEADER LABELS REPORT TOTALS***** ANSYS -ENGINEERING ANALYSIS SYSTEM ANSYS/Structural U 00150104 VERSION=INTEL NT i(RELEASE 5.7):40:18 MAY 21, 2001 CP=Pad, LTSP(4), 20 Casks, 156 Kips West (X), Max Up, Very Hard Rock***** ANSYS RESULTS INTERPRETATION (POST1) *****3.505 ENERCON F.A SERVICES, INC. Appendix SN-2 to Calculation PGE-009-CALC-003 ENTER /SHOW,DEVICE-NAME ENTER FINISH TO ENABLE GRAPHIC DISPLAY TO LEAVE POST1*** NOTE *** CP= 3.505 TIME= 10:40:18 Reading results into the database (SET command) will update the current displacement and force boundary conditions in the database with the values from the results file for that load set. Note that any subsequent solutions will use these values unless action is taken to either SAVE the current values or not overwrite them (/EXIT,NOSAVE).

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

17051 DEFINED) SELECTED BY NALL COMMAND.SET 1 USE LOAD STEP 1 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 1 SUBSTEP= TIME/FREQUENCY=

1.0000 TITLE= Pad, Gravity, 20 Casks, Very Hard Rock 1 CUMULATIVE ITERATION=

ESEL FOR LABEL= TYPE FROM 1728 ELEMENTS (OF 1.SELECT 2 TO 2 BY 1 5348 DEFINED) SELECTED BY ESEL COMMAND.ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.2261 NODES (OF 17051 DEFINED) SELECTED FROM *1728 SELECTED ELEMENTS BY NELE COMMAND.

MAXIMUM VALUES OF Sy SORT ON ITEM=S COMPONENT=Y ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE SY 0.80787 0.80785 Sz 1.2139 1.2139 SXY -0.68994 0.68992 SYZ SXZ -0.77367E-08-0.14354E-05

-0.77166E-08 0.14359E-05 NODE SORT REMOVED MINIMUM VALUES OF Sy Sheet 69 of 87 2 NODE 15875 7931 SX 4.2695 4.2694 2 r SENERCON r. SERVICES, INC. Appendix SN-2 to Calculation PGE-009-CALC-003 Sheet 70 of 87 SORT ON ITEM=S COMPONENT=Y ORDER= 1 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE SX -8.7013 -8.4614 SY -16.359 -16.245 SZ -8.1776 -7.9603 SXY SYZ SXz 0.33606E-05 0.21471E-05-0.43729E-09 0.32478E-05-0.32205

-0.77580E-06 NODE SORT REMOVED SET 2 USE LOAD STEP 2 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 2 SUBSTEP= 1 CUMULATIVE ITERATION=

TIME/FREQUENCY=

2.0000 TITLE= Pad, HE(1), 20 Casks, 515 Kips North (Z), Very Hard Rock ESEL FOR LABEL= TYPE FROM 1728 ELEMENTS (OF 1!SELECT 2 TO 2 BY 1 5348 DEFINED) SELECTED BY ESEL COMMAND.ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.2261 NODES (OF 17051 DEFINED) SELECTED FROM 1728 SELECTED ELEMENTS BY NELE COMMAND.

MAXIMUM VALUES OF Sy SORT ON ITEM=S COMPONENT=Y ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE SXY SYZ -0.16481E-07 0.52132 -0.13316E-01 0.50725 SXz -0.23997E-05

-0.50335 NODE SORT REMOVED MINIMUM VALUES OF Sy COMPONENT=Y ORDER= 1 KABS= 0 NMAX=NODE 7587 7563 2 17 NODE 8123 8124 Sx 3.1664 3.1003 2 SY 3.1400 3.0750 Sz 10.162 9.9520 SORT ON ITEM=S 2 Sheet 71 of 87 Sj ERCON FA SERVICES, INC. Appendix SN-2 to Calculation PGE-009-CALC-003 SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 7676 15643 SX -10.166 -10.166 SY -23.862 -23.862 Sz -22.080 -22.080 NODE SORT REMOVED SET 3 USE LOAD STEP 3 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 3 SUBSTEP= 1 CUMULATIVE ITERATION=

TIME/FREQUENCY=

3.0000 TITLE= Pad, HE(1), 20 Casks, 515 Kips N 32.93 W (Z,X), Very Hard Rock ESEL FOR LABEL= TYPE FROM 1728 ELEMENTS (OF 1.SELECT 2 TO 2 BY 1 5348 DEFINED) SELECTED BY ESEL COMMAND.ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.2261 NODES (OF 17051 DEFINED) SELECTED FROM 1728 SELECTED ELEMENTS BY NELE COMMAND.

MAXIMUM VALUES OF Sy SORT ON ITEM=S COMPONENT=Y ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 15489 15516 SX 1.8880 6.5429 SY 3.8397 3.8359 Sz 4.3535 7.2786 SXY 1.9668 3.4496 NODE SORT REMOVED MINIMUM VALUES OF Sy SORT ON ITEM=S COMPONENT=Y ORDER= 1 KABS= 0 NMAX=SORT COMPLETED FOR SXY 0.54404 -0.54405 SYZ 12.410 12.410 SXZ -0.91715 0.91714 32 2 SYZ 3.5867 6.1773 SXz 1.5437 4.4833 2 2 VALUES.

IENERCON F SERV CES,INC. Appendix SN-2 to Calculation PGE-009-CALC-003 PRINT S NODAL SOLUTION PER NODE NODE 7532 7596 SX -27.062 -27.188 SY -27.608 -26.599 Sz -10.818 -14.689 NODE SORT REMOVED SET 4 USE LOAD STEP 4 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 4 SUBSTEP= 1 CUMULATIVE ITERATION=

TIME/FREQUENCY=

4.0000 TITLE= Pad, HE(1), 20 Casks, 515 Kips N 45 W (Z,X), Very Hard Rock ESEL FOR LABEL= TYPE FROM 1728 ELEMENTS (OF 1!SELECT 2 TO 2 BY 1 5348 DEFINED) SELECTED BY ESEL COMMAND.ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.2261 NODES (OF 17051 DEFINED) SELECTED FROM 1728 SELECTED ELEMENTS BY NELE COMMAND.

MAXIMUM VALUES OF Sy SORT ON ITEM=S COMPONENT=Y ORDER= 0 KABS= 0 NMAX=.SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 15517 15516 SX 3.2093 8.7339 SY 4.2077 4.1004 SZ 3.0271 6.3906 SXY 2.9509 4.1921 NODE SORT REMOVED MINIMUM VALUES OF By SORT ON ITEM=S COMPONENT=Y ORDER= 1 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE SX SY SYZ SXz Sheet 72 of 87 SXY 6.7261 6.5001 SYZ 11.748 11.656 SXz -9.8117 -10.207 39 2 SYZ 3.1546 5.4782 SXz 1.8157 4.6252 2 Sz SXY Sheet 73 of 87 ENERCON FASERVICES, INC. Appendix SN-2 to Calculation PGE-009-CALC-003 7532 -33.154 7596 -33.572-31.127 -30.896-12.214 -15.883 7.6621 7.5992 9.0065 9.6387-7.6553 -8.5709 NODE SORT REMOVED SET 5 USE LOAD STEP 5 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 5 SUBSTEP= 1 CUMULATIVE ITERATION=

TIME/FREQUENCY=

5.0000 TITLE= Pad, HE(1), 20 Casks, 515 Kips N 57.07 W (Z,X), Very Hard Rock ESEL FOR LABEL= TYPE FROM 2 TO 2 BY 1 1728 ELEMENTS (OF SELECT 15348 DEFINED) SELECTED BY ESEL COMMAND.ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.2261 NODES COF 17051 DEFINED) SELECTED FROM 1728 SELECTED ELEMENTS BY NELE COMMAND.

MAXIMUM VALUES OF Sy SORT ON ITEM=S COMPONENT=Y ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 15517 15539 SX 3.7756 38.076 SY 4.2750 4.1426 Sz 2.5472 15.349 SXY 3.4161 7.3774 NODE SORT REMOVED MINIMUM VALUES OF Sy SORT ON ITEM=S COMPONENT=Y ORDER= 1 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 7596 7612 SX -38.847 -37.601 SY -34.420 -34.225 Sz -16.892 -19.057 46 2 SYZ 2.7378 7.1686 SXz 1.7333 7.7996 2 SXY 8.5434 8.2545 SYZ 7.2845 7.8232 SXz -6.5477 -7.3657 r S ENERCON r.- SERVICES, INC. Appendix SN-2 to Calculation PGE-009-CALC-003 Sheet 74 of 87 NODE SORT REMOVED SET 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(l), 20 Casks, 515 Kips West (W), Very Hard Rock ESEL FOR LABEL= TYPE FROM 1728 ELEMENTS (OF 1E SELECT 2 TO 2 BY 1 5348 DEFINED) SELECTED BY ESEL COMMAND.ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.2261 NODES (OF 17051 DEFINED) SELECTED FROM 1728 SELECTED ELEMENTS BY NELE COMMAND.

= -MAXIMUM VALUES OF Sy SORT ON ITEM=S COMPONENT=Y ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE SY 3.7791 3.7463 SZ 0.49369 0.51130 SXY 3.8392 3.7799 SYZ SXZ -0.13918E-03 0.78510E-05

-0.27962 -0.27098 NODE SORT REMOVED MINIMUM VALUES OF Sy SORT ON ITEM=S COMPONENT=Y ORDER= 1 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE Sz -18.572 -17.928 SXY 9.8183 9.5254 SYZ SXZ 0.12428E-03-0.16056E-03

-1.2637 1.6300 NODE SORT REMOVED 58 NODE 15585 15581 SX 4.7523 4.6718 2 NODE 7596 7532 SX -45.600 -44.199 2 SY -38.921 -38.563 Sheet 75 of 87 S ENERCON F SERVICES, INC. Appendix SN-2 to Calculation PGE-009-CALC-003 SET 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(1), 20 Casks, 206 Kips North (z), Max Up, Very Hard Rock ESEL FOR LABEL= TYPE FROM 1728 ELEMENTS (OF I1 SELECT 2 TO 2 BY 1 5348 DEFINED) SELECTED BY ESEL COMMAND.ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.2261 NODES (OF 17051 DEFINED) SELECTED FROM 1728 SELECTED ELEMENTS BY NELE COMMAND.

MAXIMUM VALUES OF Sy SORT ON ITEM=S COMPONENT=Y ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE SY 1.6629 1.6268 Sz 5.5320 5.4119 SXY SYZ 0.15827E-05 0.24507 -0.70162E-02 0.23850 SXz -0.23918E-04

-0.27521 NODE SORT REMOVED MINIMUM VALUES OF Sy SORT ON ITEM=S COMPONENT=Y ORDER= 1 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 7676 15643 SX -4.8865 -4.8865 SY -11 .047 -11.047 Sz -9.9752 -9.9752 NODE SORT REMOVED SET 8 80 NODE 8123 8124 SX 1.7126 1.6748 2 2 SXY 0.25568 -0.25568 SYZ 5.6352 5.6352 SXz -0.37591 0.37589 ENERCON F. -A SERVICES, INC. Appendix SN-2 to Calculation PGE-009-CALC-003 Sheet 76 of 87 USE LOAD STEP 8 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 8 SUBSTEP= 1 CUMULATIVE ITERATION=

TIME/FREQUENCY=

8.0000 TITLE= Pad, HE(1), 20 Casks, 206 Kips West (X), Max Up, Very Hard Rock ESEL FOR LABEL= TYPE FROM 1728 ELEMENTS (OF 1E SELECT 2 TO 2 BY 1 5348 DEFINED) SELECTED BY ESEL COMMAND.ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.2261 NODES (OF 17051 DEFINED) SELECTED FROM 1728 SELECTED ELEMENTS BY NELE COMMAND.

MAXIMUM VALUES OF Sy SORT ON ITEM=S COMPONENT=Y ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE SX 4.1979 4.1469 SY 1.2597 1.2447 SZ 1.3037 1.2881 SXY SYZ SXZ 0.79247E-01 0.87327E-07-0.19121E-05 0.80062E-01 0.26263E-02 0.16970 NODE SORT REMOVED MINIMUM VALUES OF Sy SORT ON ITEM=S COMPONENT=Y ORDER= 1 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE SX -19.518 -18.936 SY -17.348 -17.200 Sz -8.3896 -8.1130 SXY 4.4198 4.2986 SYZ SXZ 0.48134E-05-0.14670E-05

-0.50305 0.61557 NODE SORT REMOVED SET 9 99 NODE 15875 15859 2 NODE 7596 7532 2 Sheet 77 of 87 ENERCON SERVICES, INC. Appendix SN-2 to Calculation PGE-009-CALC-003 USE LOAD STEP 9 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 9 SUBSTEP= 1 CUMULATIVE ITERATION=

103 TIME/FREQUENCY=

9.0000 TITLE= Pad, HE(3), 20 Casks, 171.2 Kips North (Z), Max Dn, Very Hard Rock ESEL FOR LABEL= TYPE FROM 1728 ELEMENTS (OF 19 SELECT 2 TO 2 BY 1 5348 DEFINED) SELECTED BY ESEL COMMAND.ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.2261 NODES (OF 17051 DEFINED) SELECTED FROM 1728 SELECTED ELEMENTS BY NELE COMMAND.

MAXIMUM VALUES OF Sy SORT ON ITEM=S COMPONENT=Y ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE SXY SYZ 0.85350E-06-0.77395 0.49979E-02-0.74544 SXz -0.57112E-05 0.54477 NODE SORT REMOVED MINIMUM VALUES OF Sy SORT ON ITEM=S COMPONENT=Y ORDER= 1 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE SXY -0.57905E-05

-0.58586E-05 SYZ 5.2810 5.6942 SXz 0.96832E-07

-0.32553E-05 NODE SORT REMOVED ----------------------------------------------------

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

106 E%NODE 8123 16067 SX 3.3850 3.3095 2 SY 2.7435 2.6852 Sz 11.452 11.200 NODE 7587 7667 SX -15.892 -15.767 2 SY -30.182 -30.128 Sz -15.039 -16.957 SET COMMAND GOT LOAD STEP=10 SUBSTEP=

r : ENERCON .SERVICES, INC. Appendix SN-2 to Calculation PGE-009-CALC-003 Sheet 78 of 87 TIME/FREQUENCY=

10.000 TITLE= Pad, HE(3), 20 Casks, 171.2 Kips West (X), Max Dn, Very Hard Rock ESEL FOR LABEL= TYPE FROM 1728 ELEMENTS (OF I!SELECT 2 TO 2 BY 1 5348 DEFINED) SELECTED BY ESEL COMMAND.ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.2261 NODES (OF 17051 DEFINED) SELECTED FROM 1728 SELECTED ELEMENTS BY NELE COMMAND.

MAXIMUM VALUES OF Sy SORT ON ITEM=S COMPONENT=Y ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES. PRINT S NODAL SOLUTION PER NODE SY 2.5220 2.4863 SZ 3.1328 3.0870 SXY -0.79804 -0.77909 SYZ SXZ -0.22240E-06-0.42849E-05 0.51604E-02 0.38943 NODE SORT REMOVED MINIMUM VALUES OF Sy SORT ON ITEM=S COMPONENT=Y ORDER= 1 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE SX -27.000 -26.276 SY -36.237 -35.990 Sz -17.754 -17.166 SXY 8.9623 8.7655 SYZ SXz 0.12792E-04-0.11730E-04

-0.53164 -0.60926E-01 NODE SORT REMOVED SET 11 USE LOAD STEP 11 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 11 SUBSTEP= 1 CUMULATIVE ITERATION=

122 TIME/FREQUENCY=

11.000 TITLE= Pad, LTSP(2), 20 Casks, 440 Kips North (Z), Very Hard Rock NODE 15875 15859 SX 10.590 10.434 2 NODE 7596 7532 2 Sheet 79 of 87 ENERCON FI A SERVICES, INC. Appendix SN-2 to Calculation PGE-009-CALC-003 ESEL FOR LABEL= TYPE FROM 1728 ELEMENTS (OF 1 SELECT 2 TO 2 BY 1 5348 DEFINED) SELECTED BY ESEL COMMAND.ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.2261 NODES (OF 17051 DEFINED) SELECTED FROM 1728 SELECTED ELEMENTS BY NELE COMMAND.

MAXIMUM VALUES OF Sy SORT ON ITEM=S COMPONENT=Y ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE SXY SYZ -0.13371E-07 0.51357 -0.13098E-01 0.49957 SXZ -0.23478E-05

-0.49142 NODE SORT REMOVED MINIMUM VALUES OF Sy SORT ON ITEM=S COMPONENT=Y ORDER= 1 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 7676 15643 SX -9.1158 -9.1158 SY -21.002 -21.002 Sz -20.447 -20.447 NODE SORT REMOVED SET 12 USE LOAD STEP 12 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 12 SUBSTEP= 1 CUMULATIVE ITERATION=

TIME/FREQUENCY=

12.000 TITLE= Pad, LTSP(2), 20 Casks, 440 Kips N 32.93 W (Z,X), Very Hard Rock ESEL FOR LABEL= TYPE FROM 2 TO 2 BY 1 15348 DEFINED) SELECTED BY ESEL COMMAND.NODE 8123 8124 SX 3.0858 3.0207 2 SY 3.0573 2.9933 Sz 9.9065 9.7000 2 SXY 0.49786 -0.49786 SYZ 11.790 11.790 SXz -0.86414 0.86413 136 1728 ELEMENTS (OF ENERCON SERVICES, INC. Appendix SN-2 to Calculation PGE-009-CALC-003 Sheet 80 of 87 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 2261 NODES (OF 17051 DEFINED) SELECTED FROM 1728 SELECTED ELEMENTS BY NELE COMMAND.

MAXIMUM VALUES OF Sy SORT ON ITEM=S COMPONENT=Y ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 15483 15521 SX 21.377 2.3846 SY 3.9607 3.3584 Sz 25.616 3.9544 SXY 5.2879 2.2530 NODE SORT REMOVED MINIMUM VALUES OF Sy SORT ON ITEM=S COMPONENT=Y ORDER= 1 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 7532 7596 SX -24.653 -24.934 SY -24.613 -23.905 Sz -9.6800 -13.203-NODE SORT REMOVED SET 13 USE LOAD STEP 13 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 13 SUBSTEP= 1 CUMULATIVE ITERATION=

TIME/FREQUENCY=

13.000 TITLE= Pad, LTSP(2), 20 Casks, 440 Kips N 45 W (Z,X), Very Hard Rock ESEL FOR LABEL= TYPE FROM 1728 ELEMENTS (OF 1i 2 TO 2 BY 1 5348 DEFINED) SELECTED BY ESEL COMMAND.ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.E J 2 SYZ 7.8347 3.3467 SXZ 9.7143 1.8050 2 SXY 6.2623 6.1326 SYZ 10.835 10.823 SXz -9.1011 -9.4912 142 SELECT Sheet 81 of 87 F ENERCON F SERVICES, INC. Appendix SN-2 to Calculation PGE-009-CALC-003 2261 NODES (OF 17051 DEFINED) SELECTED FROM 1728 SELECTED ELEMENTS BY NELE COMMAND.

MAXIMUM VALUES OF Sy SORT ON ITEM=S COMPONENT=Y ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 15517 15516 SX 2.8994 7.7354 SY 3.6698 3.6439 Sz 2.8313 5.8187 SXY 2.5338 4.0612 NODE SORT REMOVED MINIMUM VALUES OF Sy SORT ON ITEM=S COMPONENT=Y ORDER= 1 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 7532 7596 SX -30.241 -30.785 SY -27.774 -27.671 SZ -10.986 -14.350 NODE SORT REMOVED SET 14 USE LOAD STEP 14 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 14 SUBSTEP= 1 CUMULATIVE ITERATION=

TIME/FREQUENCY=

14.000 TITLE= Pad, LTSP(2), 20 Casks, 440 Kips N 57.03 W (Z,X), Very Hard Rock ESEL FOR LABEL= TYPE FROM 1728 ELEMENTS (OF 1.SELECT 2 TO 2 BY 1 5348 DEFINED) SELECTED BY ESEL COMMAND.ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.2261 NODES (OF 17051 DEFINED) SELECTED FROM 1728 SELECTED ELEMENTS BY NELE COMMAND.2 SYZ 2.8778 5.3051 SXZ 1.6479 4.1679 2 SXY 7.1797 7.1858 SYZ 8.3580 8.9662 SXz -7.1212 -7.9631 149 ENERCON SERVICES, INC. Appendix SN-2 to Calculation PGE-009-CALC-003 MAXIMUM VALUES OF Sy SORT ON ITEM=S COMPONENT=Y ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 15517 15516 SX 3.3957 9.2163 SY 3.8280 3.6772 Sz 2.4090 4.6423 SXY 2.9756 4.5543 NODE SORT REMOVED MINIMUM VALUES OF Sy SORT ON ITEM=S COMPONENT=Y ORDER= 1 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 7596 7612 SX -35.576 -34.565 SY -30.753 -30.607 SZ -15.311 -17.306 NODE SORT REMOVED SET 15 USE LOAD STEP 15 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 15 SUBSTEP= 1 CUMULATIVE ITERATION=

TIME/FREQUENCY=

15.000 TITLE= Pad, LTSP(2), 20 Casks, 440 Kips West (X), Very Hard Rock ESEL FOR LABEL= TYPE FROM 2 TO 2 BY 1 1728 ELEMENTS (OF SELECT 15348 DEFINED) SELECTED BY ESEL COMMAND.ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.2261 NODES (OF 17051 DEFINED) SELECTED FROM 1728 SELECTED ELEMENTS BY NELE COMMAND.

MAXIMUM VALUES OF Sy Sheet 82 of 87 2 SYZ 2.5176 4.4057 SXZ 1.5651 3.8598 2 SXY 8.0683 7.8417 SYZ 6.7840 7.2865 SXz -6.0782 -6.8209 161 F A Sheet 83 of 87 F ENERCON *J SERVICES, INC. Appendix SN-2 to Calculation PGE-009-CALC-003 SORT ON ITEM=S COMPONENT=Y ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 15536 15580 SX 11.595 11.595 SY 3.3851 3.3849 SZ 1.0174 1.0178 SXY 5.2652 5.2652 NODE SORT REMOVED MINIMUM VALUES OF Sy SORT ON ITEM=S COMPONENT=Y ORDER= 1 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE SY -34.675 -34.361 SZ -16.858 -16.275 SXY 9.2479 8.9901 SYZ SXZ 0.19823E-03-0.27637E-03

-1.1150 1.4367 NODE SORT REMOVED SET 16 USE LOAD STEP 16 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 16 SUBSTEP= 1 CUMULATIVE ITERATION=

TIME/FREQUENCY=

16.000 TITLE= Pad, LTSP(2), 20 Casks, 176 Kips North (Z), Max Up, Very Hard Rock ESEL FOR LABEL= TYPE FROM 1728 ELEMENTS (OF 1 SELECT 2 TO 2 BY 1 5348 DEFINED) SELECTED BY ESEL COMMAND.ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.2261 NODES (OF 17051 DEFINED) SELECTED FROM 1728 SELECTED ELEMENTS BY NELE COMMAND.

MAXIMUM VALUES OF Sy COMPONENT=Y ORDER= 0 KABS= 0 NMAX=2 SYZ 0.38464 -0.38571 SXZ 0.41045 -0.41001 NODE 7596 7532 SX -41.669 -40.424 2 186 2 SORT ON ITEM=S EIj ENERCON SERVICES, INC. Appendix SN-2 to Calculation PGE-009-CALC-003 SORT COMPLETED FOR Sheet 84 of 87 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 8123 8124 SX 1.3962 1.3667 SY 1.3889 1.3597 SZ 4.4770 4.3834 SXY SYZ -0.13317E-07 0.24511 -0.60438E-02 0.23835 NODE SORT REMOVED MINIMUM VALUES OF Sy SORT ON ITEM=S COMPONENT=Y ORDER= 1 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 7676 15643 SX -3.7604 -3.7604 SY -8.4995 -8.4995 Sz -8.9814 -8.9814 NODE SORT REMOVED SET 17 USE LOAD STEP 17 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 17 SUBSTEP= 3 CUMULATIVE ITERATION=

257 TIME/FREQUENCY=

17.000 TITLE= Pad, LTSP(2), 20 Casks, 176 Kips West (X), Max Up, Very Hard Rock ESEL FOR LABEL= TYPE FROM 1728 ELEMENTS (OF 1 SELECT 2 TO 2 BY 1 5348 DEFINED) SELECTED BY ESEL COMMAND.ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.2261 NODES (OF 17051 DEFINED) SELECTED FROM 1728 SELECTED ELEMENTS BY NELE COMMAND.

MAXIMUM VALUES OF Sy SORT ON ITEM=S COMPONENT=Y ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE SXz -0.10555E-05

-0.22232 2 SXY 0.21171 -0.21172 SYZ 5.3009 5.3009 SXz -0.39738 0.39738 2 Sheet 85 of 87 r : ENERCON r.-ý SERVICES, INC. Appendix SN-2 to Calculation PGE-009-CALC-003 SY 1.5144 1.5064 sz 0.24589 0.25109 SXY 1.5769 1.5560 SYz SXz -0.83078E-04-0.32225E-04 0.96663E-01 0.11024 NODE SORT REMOVED MINIMUM VALUES OF Sy SORT ON ITEM=S COMPONENT=Y ORDER= 1 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE SX -18.311 -17.784 SY -14.370 -14.239 SZ -7.1760 -6.9308 SXY 4.1957 4.0874 SYZ SXz 0.25007E-04-0.30417E-04

-0.47299 0.62353 NODE SORT REMOVED SET 18 USE LOAD STEP 18 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 18 SUBSTEP= 3 CUMULATIVE ITERATION=

TIME/FREQUENCY=

18.000 TITLE= Pad, LTSP(4), 20 Casks, 156 Kips North (Z), Max Up, Very Hard Rock ESEL FOR LABEL= TYPE FROM 1728 ELEMENTS (OF 1!SELECT 2 TO 2 BY 1 5348 DEFINED) SELECTED BY ESEL COMMAND.ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.2261 NODES (OF 17051 DEFINED) SELECTED FROM 1728 SELECTED ELEMENTS BY NELE COMMAND.

MAXIMUM VALUES OF Sy SORT ON ITEM=S COMPONENT=Y ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE SX 8123 1.2618 SY 1.2678 SZ 4.0339 SXY SYZ 0.35989E-06 0.24681 SXz -0.95397E-05 NODE 15585 15537 SX 1.9941 1.9650 NODE 7596 7532 2 338 2 r '4 ENERCON r. SERVICES, INC. Appendix SN-2 to Calculation PGE-009-CALC-003 Sheet 86 of 87 8124 1.2353 1.2413 3.9501-0.56463E-02 0.23988 NODE SORT REMOVED MINIMUM VALUES OF Sy SORT ON ITEM=S COMPONENT=Y ORDER= 1 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 7676 15643 SX -3.2274 -3.2274 SY -7.2705 -7.2705 SZ -8.2555 -8.2555 NODE SORT REMOVED SET 19 USE LOAD STEP 19 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 19 SUBSTEP= 3 CUMULATIVE ITERATION=

412 TIME/FREQUENCY=

19.000 TITLE= Pad, LTSP(4), 20 Casks, 156 Kips West (X), Max Up, Very Hard Rock ESEL FOR LABEL= TYPE FROM 1728 ELEMENTS (OF 1I SELECT 2 TO 2 BY 1 5348 DEFINED) SELECTED BY ESEL COMMAND.ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.2261 NODES (OF 17051 DEFINED) SELECTED FROM 1728 SELECTED ELEMENTS BY NELE COMMAND.

MAXIMUM VALUES OF Sy SORT ON ITEM=S COMPONENT=Y ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE SZ 0.25388 0.25864 SXY 1.8547 1.8318 SYZ SXZ 0.16795E-04 0.14564E-04

-0.11848 -0.11729 NODE SORT REMOVED-0.20035 2 SXY 0.18367 -0.18366 SYZ 4.7954 4.7954 SXZ -0.38725 0.38724 NODE 15585 15581 SX 2.1822 2.1498 2 SY 1.5897 1.5765 Sheet 87 of 87 r ENERCON j n SERVICES, INC. Appendix SN-2 to Calculation PGE-009-CALC-003 MINIMUM VALUES OF Sy SORT ON ITEM=S COMPONENT=Y ORDER= 1 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE SY -12.473 -12.353 Sz -6.3636 -6.1582 SXY 4.0154 3.9149 SYZ SXz 0.83235E-05-0.76864E-05

-0.44505 0.62518 NODE SORT REMOVED --------------------------------------------------------------------------------

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

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

- - - - ROUTINE COMPLETED

- - - - CP =51.554*** NOTE *** CP= 51.554 TIME= 10:41:30 A total of 2 warnings and errors written to dcslabh6.err.

NODE 7596 7532 SX -17.323 -16.836 2 "Sheet 1 of 37 9F41 ENERCON SERVICES, INC. Appendix SN-3 to Calculation PGE-009-CALC-003 Originator:

S. C. Tumminelli Date: May 25, 2001 Revised: November 30, 2001 Appendix SN-3 Max and Min Pad Stresses -90% Pad Density This Appendix presents maximum and minimum X and Z stress data for the pad for load cases 1 through 6 and 11 through 15 analyzed for the soft rock model. The input file is provided followed by the output file for the soft model. Appendix Contents ANSYS input file for pad X and Z stresses sheet 2 ANSYS output file for pad X and Z stresses for the soft rock model sheet 18 Sheet 2 of 37 ENERCON F iSERVICES, INC. Appendix SN-3 to Calculation PGE-009-CALC-003 Below is the ANSYS input file that scans the databases for the max/min X and Z stresses for the soft and hard rock models. This file creates two output files in one execution.

/ COM /OUTPUT,pad9Dsoftstress.out

/COM /COM STRESS DATA SORTED AND PRINTED BY LOAD STEP /COM /COM /COM /COM THIS ROUTINE SORTS AND PRINTS STRESS DATA BY LOAD STEP /COM FIRST SX AND THEN SZ /COM /com SOFT ROCK RESULTS /COM /file,dcslabs3 resume /header,on,off,off,off,on,off

/postl /COM EALL NALL /COM /COM /COM /COM /COM ==-SET 1 /COM SET, 1 ESEL,TYPE,1 NELEM /COM /COm /COM MAXIMUM VALUES OF SX /COM NSORT,S,X,0,0,2,SEL PRNSOL,S NUSORT /COM /COM /COM ---MINIMUM VALUES OF SX /COM NSORT,S,X,1,0,2,SEL PRNSOL,S NUSORT /COM /COM /CON MAXIMUM VALUES OF SZ /CON NSORT,S,Z,0,0,2,SEL PRNSOL,S NUSORT /CON Sheet 3 of 37 r ~ ENERCON r 3 SERVICES, INC. Appendix SN-3 to Calculation PGE-009-CALC-003

/COM /COM MINIMUM VALUES OF SZ /COM NSORT, S, Z, 1,0,2, SEL PRNSOL, S /COM /COM /COM /COM/COM SET 2 /COM SET, 2 ESEL,TYPE, 1 NELEM /COM /COM /COM MAXIMUM VALUES OF SX /COM NSORT, S,X, 0,0,2,SEL PRNSOL, S NUSORT /COM /COM /CON MINIMUM VALUES OF SX /CON NSORT,S,X,1,0,2,SEL PRNSOL, S NUSORT /CON /COm /COM MAXIMUM VALUES OF SZ /CON NSORT, S, Z, 0,0,2, SEL PRNSOL, S NUSORT /CON /COM /COM MINIMUM VALUES OF SZ /COM NSORT,S,Z, 1, 0,2,SEL PRNSOL, S /CON /COM /COM /CON /COM SET 3 / CON SET, 3 ESEL, TYPE, 1 NELEM / CON /CON /CON MAXIMUM VALUES OF SX Sheet 4 of 37 rENERCON F 3 SERVICES, INC. Appendix SN-3 to Calculation PGE-009-CALC-003

/COM NSORT, S,X,0,0,2,SEL PRNSOL,S NUSORT /COM /COM /COM MINIMUM VALUES OF SX /COM NSORT, S,X,1,0,2,SEL PRNSOL,S NUSORT /COM /COM /CON MAXIMUM VALUES OF SZ /CON NSORT,S,Z,0,0,2,SEL PRNSOL,S NUSORT /COM /CON /COM --MINIMUM VALUES OF SZ /COM NSORT, S, Z, 1,0,2, SEL PRNSOL, S /COM /COM /COM /CON m /COm SET 4 /COM SET, 4 ESEL,TYPE,1 NELEM /COM /COM /COM MAXIMUM VALUES OF SX /COM NSORT,S,X,0,0,2,SEL PRNSOL,S NUSORT /COM /COM /COM MINIMUM VALUES OF SX /coM NSORT, S,X,1,0,2,SEL PRNSOL,S NUSORT /COM /CON /COM MAXIMUM VALUES OF SZ /COM NSORT,S,Z,0,0,2,SEL PRNSOL, S Sheet 5 of 37 ENERCON F 3SERVICES, INC. Appendix SN-3 to Calculation PGE-009-CALC-003 "NUSORT /CON /COM /COM MINIMUM VALUES OF SZ /CON NSORT,S,Z,1,0,2,SEL PRNSOL, S /CON /CON /COM /CON /COM SET 5 /COM SET, 5 ESEL,TYPE,1 NELEM /CON /CON /COM MAXIMUM VALUES OF SX /COM NSORT,S,X,0,0,2,SEL PRNSOL, S NUSORT /COM /COM /CON MINIMUM VALUES OF SX /CON "NSORT, S,X,1,0,2,SEL PRNSOL, S NUSORT /COM /CON /CON MAXIMUM VALUES OF SZ /CON NSORT, S,Z, 0,0,2,SEL PRNSOL,S NUSORT /CON /CON /COM MINIMUM VALUES OF SZ /COM NSORT, S,Z,1,0,2,SEL PRNSOL,S /COM ICOM /COM /COM /COM SET 6 /CON SET, 6 ESEL, TYPE, 1 NELEM /CON Sheet 6 of 37 ENERCON Fn 3 SERVICES, INC. Appendix SN-3 to Calculation PGE-009-CALC-003

/COM /COM --MAXIMUM VALUES OF SX /COM NSORT, S,X,0,0,2,SEL PRNSOL,S NUSORT /COM /COM /COM =-MINIMUM VALUES OF SX /COM NSORT,S,X,1,0 02,SEL PRNSOL, S NUSORT /COM /COM /COM MAXIMUM VALUES OF SZ /COM NSORT,S,Z,0,0,2,SEL PRNSOL,S NUSORT /COM /COMN.. /COM = --MINIMUM VALUES OF SZ /COM NSORT, S,Z,1,0,2,SEL PRNSOL,S /CON /CON /CON /CON /COM /COM SET 11 / CON SET, 11 ESEL,TYPE,1 NELEM /COM /CON. /CON MAXIMUM VALUES OF SX /CON NSORT, S,X,0,0,2,SEL PRNSOL, S NUSORT /CON /CON /COM MINIMUM VALUES OF SX /COM NSORT, S,X,1,0,2,SEL PRNSOL,S NUSORT /COM /COM /COM MAXIMUM VALUES OF SZ Sheet 7 of 37 ENERCON SERVICES, INC. Appendix SN-3 to Calculation PGE-009-CALC-003

/COM NSORT,S,Z,0,0,2,SEL PRNSOL,S NUSORT /COM /COM /COM MINIMUM VALUES OF SZ /COM NSORT,S,Z,1,0,2,SEL PRNSOL,S /COM /COM /COM /COM /COm SET 12 /COM SET, 12 ESEL,TYPE,1 NELEM /CON /COM /CON MAXIMUM VALUES OF SX /CON NSORT,S,X,0,0,2,SEL PRNSOL,S NUSORT /CON /CON /COM MINIMUM VALUES OF SX /COM NSORT,S,X,1,0,2,SEL PRNSOL,S NUSORT /COM /CON /COM MAXIMUM VALUES OF SZ /CON NSORT, S,Z,0,0,2,SEL PRNSOL,S NUSORT /CON /CON /CON MINIMUM VALUES OF SZ /CON NSORT,S,Z,1,0,2,SEL PRNSOL, S /CON /CON /CON /COM /COM SET 13 /CON SET, 13 Sheet 8 of 37 r ~ ENERCON r 3 SERVICES, INC. Appendix SN-3 to Calculation PGE-009-CALC-003 ESEL,TYPE,1 NELEM /COM /COM /COM MAXIMUM VALUES OF SX /COM NSORT,S,X,0,0,2,SEL PRNSOL,S NUSORT /COM /COM /COM MINIMUM VALUES OF SX /CON NSORT,S,X,1,0,2,SEL PRNSOL, S NUSORT /COM /COM /COM MAXIMUM VALUES OF SZ /COM NSORT, S,Z,0,0,2,SEL PRNSOL,S NUSORT /COM /COM /COM MINIMUM VALUES OF SZ /COM NSORT,S,Z,1,0,2,SEL PRNSOL,S /COM /COM /COM /COM /COM SET 14 /CON SET, 14 ESEL,TYPE,1 NELEM /COM /COM /COM MAXIMUM VALUES OF SX /COM NSORT, S,X,0,0,2,SEL PRNSOL,S NUSORT /COM /CON /COM MINIMUM VALUES OF SX /COm NSORT, S,X,1,0,2,SEL PRNSOL, S NUSORT /CON Sheet 9 of 37 ENERCON F 3 SERVICES, INC. Appendix SN-3 to Calculation PGE-009-CALC-003

/C0N /COM MAXIMUM VALUES OF SZ /COM NSORT, S,Z,0,0,2,SEL PRNSOL,S NUSORT /COM /COM /COM MINIMUM VALUES OF SZ /COM NSORT, S,Z,1,0,2,SEL PRNSOL,S /COM /COM /COM /COM /COM SET 15 /COM SET, 15 ESEL,TYPE,1 NELEM /COM /COM /COM MAXIMUM VALUES OF SX /COM NSORT, S,X,0,0,2,SEL PRNSOL, S NUSORT /COM /COM /COM MINIMUM VALUES OF SX /COM NSORT,S,X,1,0,2,SEL PRNSOL,S NUSORT /COM /COM /COM ---MAXIMUM VALUES OF SZ /COM NSORT, S,Z,0,0,2,SEL PRNSOL,S NUSORT /COM /COM /COM MINIMUM VALUES OF SZ /COM NSORT,S,Z,1,0,2,SEL PRNSOL,S /COM EALL NALL FINI /COm Sheet 10 of 37 r F :3SERVICES, INC. Appendix SN-3 to Calculation PGE-009-CALC-003

/com HARD ROCK RESULTS /CON /OUTPUT,pad9Dhardstress.out

/file,dcslabh3 resume /header,on, off,off,off,on,off

/postl /CON EALL NALL /CON /CON /CON /CON /COM SET 1 /CON SET, 1 ESEL,TYPE,1 NELEM /CON /CON /COM MAXIMUM VALUES OF SX /CON NSORT,S,X,0,0,2,SEL PRNSOL,S NUSORT /CON /COM /COM MINIMUM VALUES OF SX / CON NSORT,S,X,1,0,2,SEL PRNSOL,S NUSORT /COM /COM /COM MAXIMUM VALUES OF SZ /COM NSORT,S,Z,0,0,2,SEL PRNSOL, S NUSORT /CON /CON /CON MINIMUM VALUES OF SZ /CON NSORT,S,Z,1,0,2,SEL PRNSOL,S /CON /COM /CON /CON /COM --- SET 2 /COM SET, 2 Sheet 11 of 37 r ENERCON , ý SERVICES, INC. Appendix SN-3 to Calculation PGE-009-CALC-003 ESEL,TYPE,1 NELEM /CON /COM /COM MAXIMUM VALUES OF SX /COM NSORT,S,X,0,0,2,SEL PRNSOL, S NUSORT /CON /COM /CON MINIMUM VALUES OF SX /COM NSORT, S,X,1,0,2,SEL PRNSOL,S NUSORT /CON /CON /CON MAXIMUM VALUES OF SZ /COM NSORT, S,Z,0,0,2,SEL PRNSOL,S NUSORT /COM /COM /COM MINIMUM VALUES OF SZ /COM NSORT,S,Z,1,0,2,SEL PRNSOL,S /COM /COM /COM /COM /COM SET 3 /COM SET, 3 ESEL,TYPE,1 NELEM /COM /COM /COM MAXIMUM VALUES OF SX /CON NSORT,S,X,0,0,2,SEL PRNSOL,S NUSORT /COM /COM /COM MINIMUM VALUES OF SX /COM NSORT,S,X,1,0,2,SEL PRNSOL,S NUSORT /COM Sheet 12 of 37 jENERCON SERVICES, INC. Appendix SN-3 to Calculation PGE-009-CALC-003

/COM /COM MAXIMUM VALUES OF SZ /COM NSORT, S,Z,0,0,2,SEL PRNSOL, S NUSORT /COM /COM /COM MINIMUM VALUES OF SZ /COM NSORT,S,Z,1,0,2,SEL PRNSOL,S /COM /COM /COM /COM /COM SET 4 /COM SET, 4 ESEL,TYPE,1 NELEM /COM /COM /COM MAXIMUM VALUES OF SX /COM NSORT, S,X,0,0,2,SEL PRNSOL,S NUSORT /COM /COM /COM MINIMUM VALUES OF SX /COM NSORT,S,X,1,0,2,SEL PRNSOL, S NUSORT /COM /COM /COM MAXIMUM VALUES OF SZ /CON NSORT, S,Z,0,0,2,SEL PRNSOL, S NUSORT /COM /CON /CON MINIMUM VALUES OF SZ /COM NSORT,S,Z,1,0,2,SEL PRNSOL, S /COM /COM /CON /CON /COM SET 5 Sheet 13 of 37 En'l ENERCON SERVICES, INC. Appendix SN-3 to Calculation PGE-009-CALC-003

/COM SET, 5 ESEL,TYPE,1 NELEM /COM /COM /COM MAXIMUM VALUES OF SX /COM NSORT,S,X,0,0,2,SEL PRNSOL, S NUSORT /COM /COM /COM MINIMUM VALUES OF SX /COM NSORT,S,X,1,0,2,SEL PRNSOL,S .NUSORT /COM /COM /COM MAXIMUM VALUES OF SZ /COM NSORT,S,Z,0,0,2,SEL PRNSOL,S NUSORT /COM /COM /COM MINIMUM VALUES OF SZ /COM NSORT,S,Z,1,0,2,SEL PRNSOL,S /COM /COM /COM /COM /COM SET 6 /COM SET,6 ESEL,TYPE, 1 NELEM /COM /COM /COM MAXIMUM VALUES OF SX /COM NSORT,S,X,0,0,2,SEL PRNSOL,S NUSORT /COM /COM /COM MINIMUM VALUES OF SX /COM NSORT, S,X,1,0,2,SEL PRNSOL,S Sheet 14 of 37 F. SERVICES, INC. Appendix SN-3 to Calculation PGE-009-CALC-003 NUSORT /COM /COM /COM MAXIMUM VALUES OF SZ /COM NSORT, S,Z,0,0,2,SEL PRNSOL,S NUSORT /COM /CON /COM MINIMUM VALUES OF SZ /CON NSORT,S,Z,1,0,2,SEL PRNSOL, S /COM /COM /COM /COM /COM SET 11 /COM SET, 11 ESEL,TYPE,1 NELEM /COM /CON /COM MAXIMUM VALUES OF SX /CON NSORT,S,X,0,0,2,SEL PRNSOL, S NUSORT /COM /COM /COM MINIMUM VALUES OF SX / CON NSORT, S,X,1,0,2,SEL PRNSOL,S NUSORT /COM /COM /COM ---MAXIMUM VALUES OF SZ /COM NSORT,S,Z,0,0,2,SEL PRNSOL, S NUSORT /COM /COM /CON MINIMUM VALUES OF SZ /COM NSORT,S,Z,1,0,2,SEL PRNSOL, S /COM /COM /COM Sheet 15 of 37 ' ENERCON SERVICES, INC. Appendix SN-3 to Calculation PGE-009-CALC-003

/COM /COM SET 12 /COM SET, 12 ESEL,TYPE,1 NELEM /COM /COM.........

/COM MAXIMUM VALUES OF SX /COM NSORT,S,X,0,0,2,SEL PRNSOL,S NUSORT /COM /COM /COM MINIMUM VALUES OF SX /COM NSORT, S,X,1,0,2,SEL PRNSOL,S NUSORT /COM /COM /COM MAXIMUM VALUES OF SZ /COM NSORT, S,Z,0,0,2,SEL PRNSOL, S NUSORT /COM /COM /COM MINIMUM VALUES OF SZ /COM NSORT, S,Z,1,0,2,SEL PRNSOL,S /COM /COM /COM /COM /COM SET 13 /COM SET, 13 ESEL, TYPE, 1 NELEM /COM /COM /COM .....- MAXIMUM VALUES OF SX /COM NSORT,S,X,0,0,2,SEL PRNSOL,S NUSORT /COM /COM/COM --MINIMUM VALUES OF SX /COM Sheet 16 of 37 r 'jENERCON F, : SERVICES, INC. Appendix SN-3 to Calculation PGE-009-CALC-003 NSORT, S,X,1,0,2,SEL PRNSOL, S NUSORT /COM /COM /COM MAXIMUM VALUES OF SZ /COM NSORT, S,Z,0,0,2,SEL PRNSOL,S NUSORT /CON /CON /CON MINIMUM VALUES OF SZ /CON NSORT,S,Z,1,0,2,SEL PRNSOL, S /COM /COM /CON /COM /COM SET 14 /CON SET, 14 ESEL, TYPE,1 NELEM /CON /CON /COM MAXIMUM VALUES OF SX /COM NSORT,S,X,0,0,2,SEL PRNSOL, S NUSORT /COM /CON /CON- -- -----------

MINIMUM VALUES OF SX /CON NSORT, S,X,1,0,2,SEL PRNSOL,S NUSORT /COM /COM /COM MAXIMUM VALUES OF SZ /COM NSORT, S,Z,0,0,2,SEL PRNSOL, S NUSORT /CON /COM /COM MINIMUM VALUES OF SZ /COM NSORT,S,Z,1,0,2,SEL PRNSOL, S /COM Sheet 17 of 37 r ENERCON SERVICES, INC. Appendix SN-3 to Calculation PGE-009-CALC-003

/coM /COM SET 15 /COM SET, 15 ESEL,TYPE,1 NELEM /COM /COM /COM MAXIMUM VALUES OF SX /COM NSORT, SX,0,0,2,SEL PRNSOL,S NUSORT /COM /COM /COM MINIMUM VALUES OF SX /COM NSORT,S,X,1,0,2,SEL PRNSOL,S NUSORT /coM /coM /COM MAXIMUM VALUES OF SZ /COM NSORT,S,Z,0,0,2,SEL PRNSOL, S NUSORT /COM /COM /COM MINIMUM VALUES OF SZ /COM NSORT,S,Z,1,0,2,SEL PRNSOL,S /COM /COM /COM /COM /COM /COM EALL NALL FINI /OUTPUT /EXIT r r. SERVICES, INC. Appendix SN-3 to Calculation PGE-009-CALC-003 Below is the ANSYS output file for pad X and Z stresses for the soft rock analyses.

STRESS DATA SORTED AND PRINTED BY LOAD STEP THIS ROUTINE SORTS AND PRINTS STRESS DATA BY LOAD STEP FIRST SX AND THEN SZ SOFT ROCK RESULTS CURRENT JOBNAME REDEFINED AS 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 PRINT HEADER DO NOT PRINT DO NOT PRINT DO NOT PRINT PRINT COLUMN DO NOT PRINT SUBTITLE (S) LOAD STEP ID NOTE LINE(S) HEADER LABELS REPORT TOTALS***** ANSYS -ENGINEERING ANALYSIS SYSTEM RELEASE 5.7 ANSYS/Structural U 00150104 VERSION=INTEL NT 18:16:16 JUN 25, 2001 CP= Pad, 0.9D, LTSP(2), 20 Casks, 440 Kips West (X), Soft Rock Sheet 18 of 37 1.262 Sheet 19 of 37 F SERVICES, INC. Appendix SN-3 to Calculation PGE-009-CALC-003

- - - - ANSYS RESULTS INTERPRETATION (POST1) *****ENTER /SHOW,DEVICE-NAME ENTER FINISH TO ENABLE GRAPHIC DISPLAY TO LEAVE POST1*** NOTE *** CP= 1.262 TIME= 18:16:16 Reading results into the database (SET command) will update the current displacement and force boundary conditions in the database with the values from the results file for that load set. Note that any subsequent solutions will use these values unless action is taken to either SAVE the current values or not overwrite them (/EXIT,NOSAVE).

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

17051 DEFINED) SELECTED BY NALL COMMAND.SET 1 USE LOAD STEP 1 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 1 SUBSTEP= TIME/FREQUENCY=

1.0000 TITLE= Pad, 0.9D, Gravity, 20 Casks, Soft Rock 1 CUMULATIVE ITERATION=

ESEL FOR LABEL= TYPE FROM 9056 ELEMENTS (OF 1!SELECT 1 TO 1 BY 1 5348 DEFINED) SELECTED BY ESEL COMMAND.ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.11550 NODES (OF 17051 DEFINED) SELECTED FROM 9056 SELECTED ELEMENTS BY NELE COMMAND.

MAXIMUM VALUES OF SX SORT ON ITEM=S COMPONENT=X ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE SZ 8.9171 8.9171 SXY SYZ -0.83784E-02-0.86826 0.83757E-02-0.86826 4 NODE 13416 5392 SX 31.461 31.461 2 SY 1.0589 1.0589 SXz -0.54429 0.54429 Sheet 20 of 37 ENERCON r. SERVICES, INC. Appendix SN-3 to Calculation PGE-009-CALC-003 NODE SORT REMOVED MINIMUM VALUES OF SX SORT ON ITEM=S COMPONENT=X ORDER= 1 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 5606 13630 SX -60.006 -60.006 SY -95.065 -95.066 SZ -20.250 -20.250 SXY 29.324 -29.324 NODE SORT REMOVED MAXIMUM VALUES OF SZ SORT ON ITEM=S COMPONENT=Z ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 8294 270 SX 20.885 20.885 SY -5.1102 -5.1104 SZ 22.630 22.630 SXY -0.57606 0.57609 NODE SORT REMOVED MINIMUM VALUES OF SZ SORT ON ITEM=S COMPONENT=Z ORDER= 1 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 246 8270 SX -44.903 -44.902 SY -5.8092 -5.8092 Sz -53.275 -53.275 2 SYZ 0.91088 0.91088 SXZ 2.1635 -2.1635 2 SYZ -0.88103 -0.88107 SXz 2.3480 -2.3480 2 SXY 0.12720 -0.12716 SYZ -8.3373 -8.3373 SXz 2.7639 -2.7638 SET 2 F JENERCON SERVICES, INC. Appendix SN-3 to Calculation PGE-009-CALC-003 Sheet 21 of 37 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(J), 20 Casks, 515 Kips North (Z), Soft Rock ESEL FOR LABEL= TYPE FROM 1 TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

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

MAXIMUM VALUES OF SX SORT ON ITEM=S COMPONENT=X SORT COMPLETED FOR 2 VALUES. PRINT S NODAL SOLUTION PER NODE NODE SX SY 6613 45.718 155.55 -: 14637 45.718 155.55 -: NODE SORT REMOVED ORDER= 0 KABS= 0 NMAX=Sz LOO.57 LOO.57 SXY 0.73488 -0.73488 SYZ -27.526 -27.526 MINIMUM VALUES OF SX SORT ON ITEM=S COMPONENT=X SORT COMPLETED FOR 2 VALUES. PRINT S NODAL SOLUTION PER NODE NODE SX SY 3061 -105.58 -225.25 11085 -105.58 -225.25 NODE SORT REMOVED ORDER= 1 KABS= 0 NMAX=Sz 80.225 80.225 SXY 0.31671 -0.31671 SYZ -21.707 -21.707 MAXIMUM VALUES OF SZ 2 SXz -8.8457 8.8457 2 SXz -5.8639 5.8638 Sheet 22 of 37 r r. SERVICES, INC. Appendix SN-3 to Calculation PGE-009-CALC-003 SORT ON ITEM=S COMPONENT=Z ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 7439 15443 SX -5.3650 -5.3650 SY -65.756 -65.756 SZ 254.16 254.16 SXY 17.206 -17.206 NODE SORT REMOVED MINIMUM VALUES OF SZ SORT ON ITEM=S COMPONENT=Z ORDER= 1 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 7349 15363 SX -84.498 -84.498 SY -214.83 -214.83 SZ -391.51 -391.51 USE LOAD STEP 3 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 3 SUBSTEP= 1 CUMULATIVE ITERATION=

TIME/FREQUENCY=

3.0000 TITLE= Pad, 0.9D, HE(1), 20 Casks, 515 Kips N 32.93 W (Z,X), Soft Rock ESEL FOR LABEL= TYPE FROM 9056 ELEMENTS (OF 19 SELECT 1 TO i BY 1 5348 DEFINED) SELECTED BY ESEL COMMAND.ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.11550 NODES (OF 17051 DEFINED) SELECTED FROM 9056 SELECTED ELEMENTS BY NELE COMMAND.

MAXIMUM VALUES OF SX SORT ON ITEM=S COMPONENT=X 2 SYZ 118.91 118.91 SXz -103.85 103.85 2 SXY 60.062 -60.063 SYZ 247.96 247.96 SXZ -166.76 166.76 SET 3 26 ORDER= 0 KABS= 0 NMAX=2 Sheet 23 of 37 r ENERCON r. 3SERVICES, INC. Appendix SN-3 to Calculation PGE-009-CALC-003 SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 13630 13512 SX 140.69 139.12 SY -37.743 10.891 Sz 9.6313 20.879 SXY 21.065 10.740 NODE SORT REMOVED MINIMUM VALUES OF SX SORT ON ITEM=S COMPONENT=X ORDER= 1 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 7349 5603 SX -261.73 -237.91 SY -328.91 -161.95 Sz -397.60 -34.160 SxY 161.76 87.657 NODE SORT REMOVED MAXIMUM VALUES OF SZ SORT ON ITEM=S COMPONENT=Z ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 15443 7439 SX 113.69 -155.76 SY -91.076 -10.261 Sz 220.48 213.71 SXY 25.472 69.844 NODE SORT REMOVED MINIMUM VALUES OF SZ SORT ON ITEM=S COMPONENT=Z ORDER= 1 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE SYZ 123.08 15.570 SXZ 115.05 109.56 2 SYZ 271.51 137.12 SXz -213.40 -117.29 2 SYZ 105.14 103.40 SXz 134.76 -26.998 2 ENERCON SERVICES, INC. Appendix SN-3 to Calculation PGE-009-CALC-003 EFI NODE 7349 7351 SY -328.91 24.475 Sz -397.60 -313.51 SXY 161.76 105.28 SYZ 271.51 -15.922 Sheet 24 of 37 Sxz -213.40 -129.75 SET 4 USE LOAD STEP 4 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 4 SUBSTEP= 1 CUMULATIVE ITERATION=

TIME/FREQUENCY=

4.0000 TITLE= Pad, 0.9D, HE(l), 20 Casks, 515 Kips N 45 W (Z,X), Soft Rock ESEL FOR LABEL= TYPE FROM 9056 ELEMENTS (OF 1.SELECT 1 TO I BY 1 5348 DEFINED) SELECTED BY ESEL COMMAND.ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.11550 NODES (OF 17051 DEFINED) SELECTED FROM 9056 SELECTED ELEMENTS BY NELE COMMAND.

MAXIMUM VALUES OF SX SORT ON ITEM=S COMPONENT=X ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 13630 13512 SX 184.93 184.07 SY -49.855 15.727 Sz 5.4696 19.983 SXY 25.669 15.752 NODE SORT REMOVED MINIMUM VALUES OF SX SORT ON ITEM=S COMPONENT=X ORDER= 1 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE SX SY SX -261.73 -125.44 31 2 SYZ 91.930 9.5538 SXz 99.857 93.436 2 SZ SXY SYZ SXZ Sheet 25 of 37 r ENERCON F, 3SERVICES, INC. Appendix SN-3 to Calculation PGE-009-CALC-003 7349 -310.61 5603 -294.50-336.30 -188.80-368.01 -35.822 187.03 104.28 NODE SORT REMOVED MAXIMUM VALUES OF SZ SORT ON ITEM=S COMPONENT=Z ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 15443 15446 SX 148.54 113.05 SY -93.839 5.1392 Sz 196.18 188.41 SXY 38.351 40.828 NODE SORT REMOVED MINIMUM VALUES OF SZ SORT ON ITEM=S COMPONENT=Z ORDER= 1 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 7349 7351 SX -310.61 -156.59 SY -336.30 32.966 Sz -368.01 -278.16 USE LOAD STEP 5 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 5 SUBSTEP= 1 CUMULATIVE ITERATION=

TIME/FREQUENCY=

5.0000 TITLE= Pad, 0.9D, HE(1), 20 Casks, 515 Kips N 57.07 W (Z,X), Soft Rock ESEL FOR LABEL= TYPE FROM 9056 ELEMENTS (OF 1!1 TO 1 BY 1 5348 DEFINED) SELECTED BY ESEL COMMAND.ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.255.20 112.53-216.08 -101.42 2 SYZ 94.734 -2.2761 SXZ 135.88 94.187 2 SXY 187.03 127.67 SYZ 255.20 -20.997 SXz -216.08 -138.33 SETS5 36 SELECT Sheet 26 of 37 r F 3 SERVICES, INC. Appendix SN-3 to Calculation PGE-009-CALC-003 11550 NODES (OF 17051 DEFINED) SELECTED FROM 9056 SELECTED ELEMENTS BY NELE COMMAND.

MAXIMUM VALUES OF SX SORT ON ITEM=S COMPONENT=X ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 15364 15363 SX 225.00 221.41 SY -33.010 -21.340 SZ -74.061 -130.22 SXY 8.4959 89.056 NODE SORT REMOVED MINIMUM VALUES OF SX SORT ON ITEM=S COMPONENT=X ORDER= 1 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 7349 5603 SX -347.55 -339.75 SY -318.01 -211.69 SZ -320.22 -36.438 SXY 200.80 117.65 NODE SORT REMOVED MAXIMUM VALUES OF SZ SORT ON ITEM=S COMPONENT=Z ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 15443 15446 SX 179.12 137.93 SY -93.517 10.923 NODE SORT REMOVED 2 SYZ 56.853 64.429 SXz 30.205 -10.889 2 SYZ 225.82 82.823 SXz -210.53 -80.933 2 SZ 166.06 157.78 SXY 50.244 52.363 SYZ 81.306 -3.6548 SXz 132.24 95.139 F ENERCON F SERVICES, INC. Appendix SN-3 to Calculation PGE-009-CALC-003 MINIMUM VALUES OF SZ Sheet 27 of 37 SORT ON ITEM=S COMPONENT=Z ORDER= 1 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 7349 7351 SX -347.55 -184.73 SY -318.01 24.397 Sz -320.22 -232.78 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, 0.9D, HE(1), 20 Casks, 515 Kips West (W), Soft Rock ESEL FOR LABEL= TYPE FROM 9056 ELEMENTS (OF 1 SELECT 1 TO 1 BY 1 5348 DEFINED) SELECTED BY ESEL COMMAND.ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.11550 NODES (OF 17051 DEFINED) SELECTED FROM 9056 SELECTED ELEMENTS BY NELE COMMAND.

MAXIMUM VALUES OF SX SORT ON ITEM=S COMPONENT=X ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 13512 13511 SX 247.47 247.47 SY 24.346 24.346 Sz -6.3114 -6.3175 SXY 24.549 24.549 NODE SORT REMOVED MINIMUM VALUES OF SX 2 SXY 200.80 145.42 SYZ 225.82 -22.391 SXZ -210.53 -141.45 SETS6 45 2 SYZ -3.8260 3.8137 SXz -0.31128 0.30163 S ENERCON r ýSERVICES, INC. Appendix SN-3 to Calculation PGE-009-CALC-003 Sheet 28 of 37 SORT ON ITEM=S COMPONENT=X ORDER= 1 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 5606 5603 SX -392.54 -392.54 SY -247.24 -247.24 Sz -35.848 -35.848 SXY 133.81 133.81 NODE SORT REMOVED MAXIMUM VALUES OF SZ SORT ON ITEM=S COMPONENT=Z ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 6962 3989 SX -17.016 -17.019 SY 7.3555 7.3553 SZ 60.499 60.498 SXY -5.1904 -5.1911 NODE SORT REMOVED MINIMUM VALUES OF SZ SORT ON ITEM=S COMPONENT=Z ORDER= 1 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 7349 7439 SX -374.07 -374.09 SY -197.41 -197.42 sz -131.06 -131.05 SXY 194.25 194.26 SET 11 2 SYZ 10.388 -10.383 SXZ 10.528 -10.530 2 SYZ 9.1934 -9.1936 SXZ 6.8109 -6.8115 2 SYZ 100.96 -100.95 SXZ -155.46 155.46 USE LOAD STEP 11 SUBSTEP 0 FOR LOAD CASE 0 Sheet 29 of 37 F ENERCON SERVICES, INC. Appendix SN-3 to Calculation PGE-009-CALC-003 SET COMMAND GOT LOAD STEP= 11 SUBSTEP= 1 CUMULATIVE ITERATION=

TIME/FREQUENCY=

11.000 TITLE= Pad, 0.9D, LTSP(2), 20 Casks, 440 Kips North (Z), Soft Rock ESEL FOR LABEL= TYPE FROM 9056 ELEMENTS (OF i1 SELECT 1 TO I BY 1 3348 DEFINED) SELECTED BY ESEL COMMAND.ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.11550 NODES (OF 17051 DEFINED) SELECTED FROM 9056 SELECTED ELEMENTS BY NELE COMMAND.

MAXIMUM VALUES OF SX SORT ON ITEM=S COMPONENT=X ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 7365 15379 SX 41.924 41.924 SY -16.037 -16.037 Sz -4.6812 -4.6813 SXY 2.8440 -2.8440 NODE SORT REMOVED MINIMUM VALUES OF SX SORT ON ITEM=S COMPONENT=X ORDER= 1 KABS= 0 NMAX=-SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 3061 11085 SX -93.612 -93.612 SY -196.24 -196.24 SZ -67.358 -67.358 SXY 0.27518 -0.27517 NODE SORT REMOVED MAXIMUM VALUES OF SZ SORT ON ITEM=S COMPONENT=Z ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 70 2 SYZ 32.303 32.303 SXZ -7.4407 7.4407 2 SYZ -17.808 -17.808 SXz -5.4201 5.4201 2 2 VALUES.

ENERCON SERVICES, INC. Appendix SN-3 to Calculation PGE-009-CALC-003 PRINT S NODAL SOLUTION PER NODE SX -5.6443 -5.6442 SY -63.358 -63.358 SZ 244.75 244.75 SXY 16.761 -16.761 NODE SORT REMOVED MINIMUM VALUES OF SZ SORT ON ITEM=S COMPONENT=Z ORDER= 1 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 7349 15363 SX -77.037 -77.037 SY -194.51 -194.51 SZ -365.96 -365.96 USE LOAD STEP 12 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 12 SUBSTEP= 1 CUMULATIVE ITERATION=

TIME/FREQUENCY=

12.000 TITLE= Pad, 0.9D, LTSP(2), 20 Casks, 440 Kips N 32.93 W (Z,X), Soft Rock ESEL FOR LABEL= TYPE FROM 9056 ELEMENTS (OF 1i SELECT 1 TO 1 BY 1 5348 DEFINED) SELECTED BY ESEL COMMAND.ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.11550 NODES (OF 17051 DEFINED) SELECTED FROM 9056 SELECTED ELEMENTS BY NELE COMMAND.

MAXIMUM VALUES OF SX SORT ON ITEM=S COMPONENT=X ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR EI Sheet 30 of 37 NODE 7439 15443 SYZ 114.81 114.81 SXZ -99.989 99.989 2 SXY 54.533 -54.533 SYZ 230.68 230.68 SXZ -155.72 155.72 SET 12 79 2 2 VALUES.

Sheet 31 of 37 r F, SERVICES, INC. Appendix SN-3 to Calculation PGE-009-CALC-003 PRINT S NODAL SOLUTION PER NODE NODE 13630 14342 SX 131.48 130.58 SY -35.182 -35.342 Sz 4.3389 60.936 SXY 19.866 19.728 NODE SORT REMOVED MINIMUM VALUES OF SX SORT ON ITEM=S COMPONENT=X ORDER= 1 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 7349 5603 SX -244.24 -221.14 SY -300.39 -144.97 Sz -369.52 -30.741 SXY 150.34 80.349 NODE SORT REMOVED--------------

MAXIMUM VALUES OF SZ SORT ON ITEM=S COMPONENT=Z ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 15443 15446 SX 111.50 83.240 SY -88.445 -0.44199 NODE SORT REMOVED MINIMUM VALUES OF SZ SORT ON ITEM=S COMPONENT=Z ORDER= 1 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 7349 7351 SX -244.24 -117.69 SY -300.39 22.601 Sz -369.52 -292.17 SYZ 117.23 117.14 SXz 107.05 112.98 2 SYZ 251.39 127.40 SXZ -199.26 -109.63 2 Sz 212.39 205.77 SXY 25.935 28.802 SYZ 100.56 -1.0516 SXz 130.65 87.129 2 SXY 150.34 98.334 SYZ 251.39 -14.806 SXZ -199.26 -121.51 ENERCON F 3 SERVCES, INC. Appendix SN-3 to Calculation PGE-009-CALC-003 Sheet 32 of 37 SET 13 USE LOAD STEP 13 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 13 SUBSTEP= 1 CUMULATIVE ITERATION=

TIME/FREQUENCY=

13.000 TITLE= Pad, 0.9D, LTSP(2), 20 Casks, 440 Kips N 45 W (Z,X), Soft Rock ESEL FOR LABEL= TYPE FROM 9056 ELEMENTS (OF 1!SELECT 1 TO i BY 1 5348 DEFINED) SELECTED BY ESEL COMMAND.ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.11550 NODES (OF 17051 DEFINED) SELECTED FROM 9056 SELECTED ELEMENTS BY NELE COMMAND.

MAXIMUM VALUES OF SX SORT ON ITEM=S COMPONENT=X ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 13630 13512 SX 175.50 175.18 SY -47.350 14.466 Sz 1.5820 14.994 SXY 24.567 15.737 NODE SORT REMOVED MINIMUM VALUES OF SX SORT ON ITEM=S COMPONENT=X ORDER= 1 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 7349 5603 SX -289.90 -273.42 SY -306.67 -168.05 SZ -341.05 -32.198 83 2 SYZ 89.294 10.649 SXz 92.981 87.139 2 SXY 173.85 95.295 SYZ 235.57 104.57 SXz -201.58 -94.646 Sheet 33 of 37 , ENERCON SERVICES, INC. Appendix SN-3 to Calculation PGE-009-CALC-003 NODE SORT REMOVED MAXIMUM VALUES OF SZ SORT ON ITEM=S COMPONENT=Z ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 15443 15446 SX 146.01 110.21 SY -91.239 5.3852 SZ 188.11 180.78 SXY 39.000 41.482 NODE SORT REMOVED MINIMUM VALUES OF SZ SORT ON ITEM=S COMPONENT=Z ORDER= 1 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 7349 7351 SX -289.90 -146.86 SY -306.67 29.893 SZ -341.05 -258.58 USE LOAD STEP 14 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 14 SUBSTEP= 1 CUMULATIVE ITERATION=

TIME/FREQUENCY=

14.000 TITLE= Pad, 0.9D, LTSP(2), 20 Casks, 440 Kips N 57.03 W (Z,X), Soft Rock ESEL FOR LABEL= TYPE FROM 9056 ELEMENTS (OF 1!SELECT 1 TO 1 BY 1 5348 DEFINED) SELECTED BY ESEL COMMAND.ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.11550 NODES (OF 17051 DEFINED) SELECTED FROM 9056 SELECTED ELEMENTS BY NELE COMMAND.2 SYZ 89.813 -2.3287 SXZ 131.95 92.179 2 SXY 173.85 119.29 SYZ 235.57 -19.397 SXZ -201.58 -129.54 SET 14 87 r ENERCON r. SERVICES, INC. Appendix SN-3 to Calculation PGE-009-CALC-003 MAXIMUM VALUES OF SX SORT ON ITEM=S COMPONENT=X ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 15364 15363 SX 213.20 209.86 SY -31.635 -20.346 SZ -73.584 -126.77 SXY 8.3348 85.437 NODE SORT REMOVED MINIMUM VALUES OF SX SORT ON ITEM=S COMPONENT=X ORDER= 1 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 7349 5603 SX -324.24 -315.29 SY -289.62 -187.81 SZ -295.94 -32.796 NODE SORT REMOVED MAXIMUM VALUES OF SZ SORT ON ITEM=S COMPONENT=Z ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 15443 15446 SX 175.91 134.11 SY -90.808 11.112 SZ 157.73 149.90 SXY 50.938 53.068 NODE SORT REMOVED MINIMUM VALUES OF SZ Sheet 34 of 37 2 SYZ 56.876 63.554 SXZ 27.848 -10.835 2 SXY 186.68 107.32 SYZ 207.83 77.154 SXz -196.22 -75.424 2 SYZ 75.975 -3.6362 SXz 128.34 93.412 Sheet 35 of 37 F ENERCON SERVICES, INC. Appendix SN-3 to Calculation PGE-009-CALC-003 SORT ON ITEM=S COMPONENT=Z ORDER= 1 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 7349 7351 SX -324.24 -172.97 SY -289.62 21.855 Sz -295.94 -215 .75 USE LOAD STEP 15 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 15 SUBSTEP= 1 CUMULATIVE ITERATION=

TIME/FREQUENCY=

15.000 TITLE= Pad, 0.9D, LTSP(2), 20 Casks, 440 Kips West (X), Soft Rock ESEL FOR LABEL= TYPE FROM 1 TO 1 BY 1 9056 ELEMENTS (OF SELECT 15348 DEFINED) SELECTED BY ESEL COMMAND.ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.11550 NODES (OF 17051 DEFINED) SELECTED FROM 9056 SELECTED ELEMENTS BY NELE COMMAND.

MAXIMUM VALUES OF SX SORT ON ITEM=S COMPONENT=X ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 13512 13511 SX 239.81 239.80 SY 22.553 22.553 Sz -3.3622 -3.3559 SXY 24.735 24.733 NODE SORT REMOVED MINIMUM VALUES OF SX COMPONENT=X ORDER= 1 KABS= 0 NMAX=2 SXY 186.68 135.82 SYZ 207.83 -20.654 SXz -196.22 -132.43 SET 15 95 2 SYZ -3.4247 3.4113 SXz -0.33467 0.35070 SORT ON ITEM=S 2 SENERCON F SERVICES, INC. Appendix SN-3 to Calculation PGE-009-CALC-003 SORT COMPLETED FOR 2 VALUES. PRINT S NODAL SOLUTION PER NODE NODE SX SY SZ 5603 -364.62 -218.48 -32.505 5606 -364.61 -218.48 -32.505 NODE SORT REMOVED SXY 121.79 121.78 SYZ -9.1768 9.1899 Sheet 36 of 37 SXz -9.6857 9.6762 MAXIMUM VALUES OF SZ SORT ON ITEM=S COMPONENT=Z SORT COMPLETED FOR 2 VALUES. PRINT S NODAL SOLUTION PER NODE NODE SX SY 6962 -16.189 6.9027 3989 -16.191 6.9023 NODE SORT REMOVED ORDER= 0 KABS= 0 NMAX=SZ 55.043 55.039 SXY -4.0588 -4.0595 SYZ 8.2055 -8.2060 MINIMUM VALUES OF SZ SORT ON ITEM=S COMPONENT=Z SORT COMPLETED FOR 2 VALUES. PRINT S NODAL SOLUTION PER NODE NODE SX SY 7349 -348.74 -178.35 -: 7439 -348.76 -178.36 -: ORDER= 1 KABS= 0 NMAX=SZ L18. 90 L18.88 SXY 180.57 180.58 SYZ 91.247 -91.238 15348 17051 EXIT THE ELEMENTS (OF 15348 DEFINED) SELECTED BY EALL COMMAND.

NODES (OF 17051 DEFINED) SELECTED BY NALL COMMAND.

ANSYS POST1 DATABASE PROCESSOR***** ROUTINE COMPLETED

- - - - CP =2 SXz 6.7615 -6.7603 2 SXZ -144.46 144.46 35.551 Sheet 37 of 37 F ENERCON SERVICES, INC. Appendix SN-3 to Calculation PGE-009-CALC-003

- - NOTE *** CP= 35.551 TIME= 18:17:05 A total of 1 warnings and errors written to dcslabs3.err.

HARD ROCK RESULTS /OUTPUT FILE= pad9Dhardstress.out Sheet 1 of 92 F ENERCON SERVICES, INC. Appendix SN-4 to Calculation PGE-009-CALC-003 Originator:

Date: Reissued: S. C. Tumnminelli May 25, 2001 November 30, 2001 Appendix SN-4 BC Study -Maximum and Minimum Pad X and Z Stresses This Appendix presents maximum and minimum stress data for the pad for all 19 load cases analyzed for the soft rock and hard rock models for the boundary condition study presented in Appendix MD-3. The data is for the stresses in the X and Z directions.

The input file is provided followed by the two output files for the soft and hard rock models. Appendix Contents ANSYS input file for pad stresses for soft and hard rock models ANSYS output file for the soft rock model ANSYS output file for the hard rock model sheet 2 sheet 29 sheet 61 Sheet 2 of 92 SENERCON F 1 SERVICES, INC. Appendix SN-4 to Calculation PGE-009-CALC-003 Below is the ANSYS input file that scans the databases for the max/min X and Z stresses for the soft and hard rock models. This file creates two output files in one execution.

/COM /OUTPUT,padbcsoftstress.out

/COM /COM STRESS DATA SORTED AND PRINTED BY LOAD STEP /COM /COM /COM /COM THIS ROUTINE SORTS AND PRINTS STRESS DATA BY LOAD STEP /COM FIRST SX AND THEN SZ -Boundary Evaluation Analyses /COM /com SOFT ROCK RESULTS /COM /file,dcslabs4 resume /header,on, off,off,off,on, off /postl /COM EALL NALL /COM /COM /COM /COM /COM SET 1 / COM SET, 1 ESEL, TYPE, 1 NELEM /COM /COM /COM MAXIMUM VALUES OF SX /COM NSORT, S,X,0,0,2,SEL PRNSOL, S NUSORT /COM /COM /COM MINIMUM VALUES OF SX /COM NSORT, S,X,1,0,2,SEL PRNSOL,S NUSORT /COM /COM /COM MAXIMUM VALUES OF SZ /COM NSORT,S,Z,0,0,2,SEL PRNSOL, S NUSORT /COM Sheet 3 of 92 r ENERCON F. SERVICES, INC. Appendix SN4 to Calculation PGE-009-CALC-003

/COM /COM MINIMUM VALUES OF SZ /COM NSORT, S,Z,1,0,2,SEL PRNSOL,S /COM /COM /COM /COM /COM SET 2 /COM SET, 2 ESEL,TYPE,1 NELEM /COM /COM /COM MAXIMUM VALUES OF SX /COM NSORT, S,X,0,0,2,SEL PRNSOL,S NUSORT /COM /COM /COM MINIMUM VALUES OF SX /COM NSORT,S,X,1,0,2,SEL PRNSOL,S NUSORT /COM /COM /COM MAXIMUM VALUES OF SZ /COM NSORT,S,Z,0,0,2,SEL PRNSOL,S NUSORT /COM /COM /COM MINIMUM VALUES OF SZ /COM NSORT, S,Z,1,0,2,SEL PRNSOL,S /COM /COM /COM /COM /COM SET 3 /COM SET, 3 ESEL,TYPE, 1 NELEM /COM /COM /COM MAXIMUM VALUES OF SX Sheet 4 of 92 jENERCON r. SERVICES, INC. Appendix SN-4 to Calculation PGE-009-CALC-003

/COM NSORT, S,X, 0, 0,2,SEL PRNSOL,S NUSORT /CON /COM MINIMUM VALUES OF SX /COM NSORT, S,X,1,0,2,SEL PRNSOL,S NUSORT /COM /CON /CON MAXIMUM VALUES OF SZ /CON NSORT,S,Z,0,0,2,SEL PRNSOL, S NUSORT /CON /CON /COM MINIMUM VALUES OF SZ /COM NSORT,S,Z,1,0,2,SEL PRNSOL,S /COM / CON /COM /CON /COM SET 4 /COM SET, 4 ESEL,TYPE,1 NELEM /COM /CON /CON MAXIMUM VALUES OF SX /COM NSORT,S,X,0,0,2,SEL PRNSOL,S NUSORT /CON /COM /CON MINIMUM VALUES OF SX /CON NSORT,S,X,1,0,2,SEL PRNSOL,S NUSORT /CON /CON /COM MAXIMUM VALUES OF SZ /COM NSORT,S,Z,0,0,2,SEL PRNSOL,S Sheet 5 of 92 ENERCON F 3 SERVICES, INC. Appendix SN-4 to Calculation PGE-009-CALC-003 NUSORT /COM /COM /COM MINIMUM VALUES OF SZ /COM NSORT,S,Z,1,0,2,SEL PRNSOL, S /COM /CON /COM /COM /COM SET 5 /COM SET, 5 ESEL,TYPE,I NELEM /CON /CON /COM MAXIMUM VALUES OF SX /COM NSORT, S,X,0,0,2,SEL PRNSOL,S NUSORT /COM /COM /COM MINIMUM VALUES OF SX /CON NSORT,S,X,1,0,2,SEL PRNSOL, S NUSORT /CON /CON /COM MAXIMUM VALUES OF SZ / CON NSORT, S,Z,0,0,2,SEL PRNSOL,S NUSORT I'COM /CON /COM MINIMUM VALUES OF SZ /COM NSORT, S,Z,1,0,2,SEL PRNSOL,S /CON /CON /CON /COM /COM SET 6 /COM SET, 6 ESEL,TYPE, 1 NELEM /COM Sheet 6 of 92 r 14 ENERCON r 3 SERVICES, INC. Appendix SN4 to Calculation PGE-009-CALC-003

/COM-/CON MAXIMUM VALUES OF SX /COM NSORT, S,X,0,0,2,SEL PRNSOL, S NUSORT /CON /CON /COM MINIMUM VALUES OF SX /COM NSORT,S,X,1,0,2,SEL PRNSOL, S NUSORT /COM /COM /CON MAXIMUM VALUES OF SZ /CON NSORT, S,Z,0,0,2,SEL PRNSOL,S NUSORT /CON /CON /COM MINIMUM VALUES OF SZ /COM NSORT,S,Z,1,0,2,SEL PRNSOL, S /COM /COMN--/CON /CON /COM SET 7 /CON SET, 7 ESEL, TYPE, 1 NELEM /COM /CON /COM MAXIMUM VALUES OF SX /COM NSORT,S,X,0,0,2,SEL PRNSOL,S NUSORT /COM /COM /CON MINIMUM VALUES OF SX /CON NSORT, S,X,1,0,2,SEL PRNSOL, S NUSORT /COM /CON /COM MAXIMUM VALUES OF SZ /COM Sheet 7 of 92 E '~IENERCON SERVICES, INC. Appendix SN-4 to Calculation PGE-009-CALC-003 NSORT,S,Z,0,0,2,SEL PRNSOL,S NUSORT /COM /COM--/COM ==-MINIMUM VALUES OF SZ /COM NSORT, S,Z, 1, 0,2,SEL PRNSOL,S /COM /COM-----/COM--/COM /COM SET 8 /COM SET, 8 ESEL,TYPE,1 NELEM /COM /COM /COM MAXIMUM VALUES OF SX /COM NSORT, S,X,0,0,2,SEL PRNSOL,S NUSORT /COM /COM---------------

/COM MINIMUM VALUES OF SX /COM NSORT,S,X,1,0,2,SEL PRNSOL,S NUSORT /COM /COM /COM MAXIMUM VALUES OF SZ /COM NSORT,S,Z,0,0,2,SEL PRNSOL,S NUSORT /COM /COM-/COM MINIMUM VALUES OF SZ /COM NSORT,S,Z,1,0,2,SEL PRNSOL,S /COM /COM /COM /COM /COM SET 9 /COM SET, 9 ESEL,TYPE,1 Sheet 8 of 92 r ENERCON r.S RSERVICES, INC. Appendix SN4 to Calculation PGE-009-CALC-003 NELEM /CON /COM /COM MAXIMUM VALUES OF SX /COM NSORT, S,X,0,0,2,SEL PRNSOL,S NUSORT /COM /COM /COM --- MINIMUM VALUES OF SX /CON NSORT, S,X,1,0,2,SEL PRNSOL, S NUSORT /CON /CON /COM MAXIMUM VALUES OF SZ /COM NSORT, S, Z, 0,0,2, SEL PRNSOL, S NUSORT /COM /COM /COM --MINIMUM VALUES OF SZ /COM NSORT,S,Z,1,0,2,SEL PRNSOL,S /COM /CON /COM /COM /COM SET 10 /COM SET, 10 ESEL,TYPE,1 NELEM /COM /COM /CON MAXIMUM VALUES OF SX /COM NSORT, S,X,0,0,2,SEL PRNSOL,S NUSORT /CON /COM /CON MINIMUM VALUES OF SX /CON NSORT,S,X,1,0,2,SEL PRNSOL,S NUSORT /COM /COM Sheet 9 of 92 E l ENERCON SERVICES, INC. Appendix SN4 to Calculation PGE-009-CALC-003

/ N-...-/COM MAXIMUM VALUES OF SZ / CON NSORT, S,Z,0,0,2,SEL PRNSOL,S NUSORT /COM /COM /COM MINIMUM VALUES OF SZ /CON NSORT, S,Z,1,0,2,SEL PRNSOL,S /COM /COM /COM /COM /COM SET 11 /COM SET, 11 ESEL,TYPE,I NELEM /COM /COM /COM MAXIMUM VALUES OF SX /COM NSORT, S,X,0,0,2,SEL PRNSOL, S NUSORT /COM /COM /COM MINIMUM VALUES OF SX /COM NSORT,S,X,1,0,2,SEL PRNSOL,S NUSORT /COM /COM /COM MAXIMUM VALUES OF SZ /CON NSORT,S,Z,0,0,2,SEL PRNSOL,S NUSORT /COM /COM /CON MINIMUM VALUES OF SZ /CON NSORT,S,Z,1,0,2,SEL PRNSOL, S /CON /CON /CON /COM /COM SET 12 /COm Sheet 10 of 92 F ENERCON SINC. Appendix SN-4 to Calculation PGE-009-CALC-003 SET, 12 ESEL,TYPE,1 NELEM /CON /CON /COM MAXIMUM VALUES OF SX /COM NSORT, S,X,0,0,2,SEL PRNSOL,S NUSORT /COM /COM /CON MINIMUM VALUES OF SX /COM NSORT, S,X,1,0,2,SEL PRNSOL, S NUSORT /COM /COM /COM MAXIMUM VALUES OF SZ /CON NSORT, S,Z,0,0,2,SEL PRNSOL, S NUSORT /CON /CON /COM MINIMUM VALUES OF SZ /CON NSORT, S,Z,1,0,2,SEL PRNSOL, S /CON /CON /CON /CON /COM SET 13 /CON SET, 13 ESEL,TYPE,1 NELEM /CON /CoM /COM MAXIMUM VALUES OF SX /COM NSORT,S,X,0,0,2,SEL PRNSOL,S NUSORT /COM /CON /COM MINIMUM VALUES OF SX /COM NSORT,S,X,1,0,2,SEL PRNSOL, S NUSORT Sheet 11 of 92 ENERCON F SERVICES, INC. Appendix SN4 to Calculation PGE-009-CALC-003 /CON /COM /COM MAXIMUM VALUES OF SZ /COM NSORT,S,Z,0,0,2,SEL PRNSOL, S NUSORT /COM /COM /COM MINIMUM VALUES OF SZ /COM NSORT,S,Z,1,0,2,SEL PRNSOL,S /COM /COM /COM /COM /COM SET 14 /COM SET, 14 ESEL,TYPE, 1 NELEM /cOM /COm /COM MAXIMUM VALUES OF SX /cOM NSORT, S,X,0,0,2,SEL PRNSOL,S NUSORT /COM /CON /COM MINIMUM VALUES OF SX /COM NSORT,S,X,1,0,2,SEL PRNSOL,S NUSORT /COM /COM /COM MAXIMUM VALUES OF SZ /COM NSORT, S,Z,0,0,2,SEL PRNSOL,S NUSORT /CON /COM /COM N=-MINIMUM VALUES OF SZ /COM NSORT,S,Z,1,0,2,SEL PRNSOL,S /COM /COM /COm /CON Sheet 12 of 92 SENERCON F 3SERVICES,I'NC.

Appendix SN-4 to Calculation PGE-009-CALC-003

/CON SET 15 /CON SET, 15 ESEL, TYPE, 1 NELEM /CON ICON /CON MAXIMUM VALUES OF SX /CON NSORT, S,X,0,0,2,SEL PRNSOL,S NUSORT /CON /COM /COM MINIMUM VALUES OF SX /CON NSORT, S,X,1,0,2,SEL PRNSOL,S NUSORT /CON /CON /COM MAXIMUM VALUES OF SZ /CON NSORT,S,Z,0,0,2,SEL PRNSOL,S NUSORT /CON /CON /CON MINIMUM VALUES OF SZ /CON NSORT,S,Z,1,0,2,SEL PRNSOL,S /COM ICON ICON ICOM /COMN ==-SET 16 /COM SET, 16 ESEL,TYPE,1 NELEM /CON ICON /COM ==-MAXIMUM VALUES OF SX /CON NSORT, S,X,0,0,2,SEL PRNSOL,S NUSORT /CON ICON /COM MINIMUM VALUES OF SX /CON NSORT,S,X,1,0,2,SEL Sheet 13 of 92 E ENERCON SERVICES, INC. Appendix SN-4 to Calculation PGE-009-CALC-003 PRNSOL,S NUSORT /COM /COM /COm MAXIMUM VALUES OF SZ /COM NSORT, S, Z, 0,0,2, SEL PRNSOL, S NUSORT /COM /COM /COM MINIMUM VALUES OF SZ /CON NSORT, S, Z, 1, 0,2, SEL PRNSOL, S /COM /COM /COM /COm /COM SET 17 /CON SET, 17 ESEL,TYPE, 1 NELEM /COM /COm /COM --- MAXIMUM VALUES OF SX '-- /COM NSORT, S,X, 0,0,2, SEL PRNSOL, S NUSORT /COM /COM /COM MINIMUM VALUES OF SX /COM NSORT,S,X,1,0,2,SEL PRNSOL, S NUSORT /COM /COM /COM MAXIMUM VALUES OF SZ /COM NSORT, S, Z, 0,0,2, SEL PRNSOL, S NUSORT /COm /CON /COM MINIMUM VALUES OF SZ /COM NSORT, S, Z, 1,0,2, SEL PRNSOL, S /CON /COM Sheet 14 of 92 r jENERCON r. A SERVICES, INC. Appendix SN-4 to Calculation PGE-009-CALC-003

/COM------

/COM /COM SET 18 /CON SET, 18 ESEL,TYPE,1 NELEM /COM /COM /CON MAXIMUM VALUES OF SX /CON NSORT,S,X,0,0,2,SEL PRNSOL,S NUSORT /CON /COM /COM MINIMUM VALUES OF SX /CON NSORT,S,X,1,0,2,SEL PRNSOL, S NUSORT /COM /CON /COM MAXIMUM VALUES OF SZ /COM NSORT,S,Z,0,0,2,SEL PRNSOL,S NUSORT /COM /CON /CON MINIMUM VALUES OF SZ /CON NSORT,S,Z,1,0,2,SEL PRNSOL,S /COM /COM /CON /COM /COM SET 19 /COM SET,19 ESEL, TYPE, 1 NELEM /COM /COM /COM MAXIMUM VALUES OF SX /COM NSORT,S,X,0,0,2,SEL PRNSOL, S NUSORT /COM /CON /COM MINIMUM VALUES OF SX Sheet 15 of 92 E 'IENERCON SERVICES, INC. Appendix SN-4 to Calculation PGE-009-CALC-003

/COM NSORT,S,X,1,0,2,SEL PRNSOL, S NUSORT /COM /CON /COM MAXIMUM VALUES OF SZ /COM NSORT,S,Z,0,0,2,SEL PRNSOL,S NUSORT /COM /CON /COM MINIMUM VALUES OF SZ /COM NSORT,S,Z,1,0,2,SEL PRNSOL,S / COM /COM /COM /COM /CON EALL NALL FINI /com /com HARD ROCK RESULTS /CON /OUTPUT,padbchardstress.out

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

/postl /COM EALL NALL /COM /CON /COM /CON /COM SET 1 /COM SET, 1 ESEL,TYPE,1 NELEM /CON /CON /COM --- MAXIMUM VALUES OF SX /CON NSORT,S,X,0,0,2,SEL PRNSOL,S NUSORT /COM Sheet 16 of 92 r Ej RCON F,3ISERVICES, INC. Appendix SN-4 to Calculation PGE-009-CALC-003

/COM__ /COM MINIMUM VALUES OF SX /CON NSORT,S,X,1,0,2,SEL PRNSOL, S NUSORT /COM /COM /COM MAXIMUM VALUES OF SZ /COM NSORT, S,Z,0,0.,2,SEL PRNSOL,S NUSORT /CON /COm /COM ---------MINIMUM VALUES OF SZ /COM NSORT,S,Z, 1, 0,2,SEL PRNSOL,S /COM /COM /COM /coM /COM SET 2 /CON SET,2 ESEL,TYPE,1 NELEM /CON /COM /COM MAXIMUM VALUES OF SX /CON NSORT,S,X,0,0,2,SEL PRNSOL,S NUSORT / CON /CON /COM MINIMUM VALUES OF SX /com NSORT,S,X,1,0,2,SEL PRNSOL, S NUSORT /CON /CON /COM MAXIMUM VALUES OF SZ /CON NSORT, S,Z,0,0,2,SEL PRNSOL, S NUSORT /COM /COM /COM MINIMUM VALUES OF SZ /CON Sheet 17 of 92 ENERCON SERVICES, INC. Appendix SN-4 to Calculation PGE-009-CALC-003 NSORT, S, Z, 1,0,2, SEL PRNSOL,S /COM /COM /COM /COM /COM SET 3 /COM SET, 3 ESEL, TYPE,1 NELEM /COM /COM /COM MAXIMUM VALUES OF SX /COM NSORT, S,X,0,0,2,SEL PRNSOL,S NUSORT /COM /COM /COM MINIMUM VALUES OF SX /COM NSORT,S,X,1,0,2,SEL PRNSOL,S NUSORT /COM /COM "/COM MAXIMUM VALUES OF SZ /COM NSORT,S,Z,0,0,2,SEL PRNSOL, S NUSORT /COM /COM /COM MINIMUM VALUES OF SZ /COM NSORT, S,Z,1,0,2,SEL PRNSOL,S /COM /COM ICOM /COM /COM SET 4 /COM SET, 4 ESEL,TYPE, 1 NELEM /COM /COM /COM MAXIMUM VALUES OF SX /COM NSORT, S, X, 0,0,2, SEL PRNSOL, S Sheet 18 of 92 C' EJ ERCON F 3 SERVICES, INC. Appendix SN-4 to Calculation PGE-009-CALC-003 NUSORT /COM /COM /CON MINIMUM VALUES OF SX /COM NSORT, S,X,I,0,2,SEL PRNSOL,S NUSORT /COM /CON /COM MAXIMUM VALUES OF SZ /COM NSORT,S,Z,0,0,2,SEL PRNSOL, S NUSORT /CON /COM /CON- =- MINIMUM VALUES OF SZ /CON NSORT, S,Z,1,0,2,SEL PRNSOL,S /COM /CON /COM /CON .................................................

/COM SET 5 /COM SET, 5 ESEL, TYPE, 1 NELEM /CON /CON /COM MAXIMUM VALUES OF SX /COM NSORT, S,X,0,.0,2,SEL PRNSOL,S NUSORT /CON /CON /COM N=-MINIMUM VALUES OF SX /CON NSORT, S,X,1,0,2,SEL PRNSOL,S NUSORT /CON /COm /COM MAXIMUM VALUES OF SZ /COM NSORT, S,Z,0,0,2,SEL PRNSOL,S NUSORT /COM /CON Sheet 19 of 92 r J mENERCON r. SERVICES, INC. Appendix SN-4 to Calculation PGE-009-CALC-003

/COM MINIMUM VALUES OF SZ /COM NSORT,S,Z,1,0,2,SEL PRNSOL,S /COM /COM /COM /COM /COM SET 6 /COM SET, 6 ESEL,TYPE,1 NELEM /COM /COM /COM MAXIMUM VALUES OF SX /COM NSORT,S,X,0,0,2,SEL PRNSOL,S NUSORT /COM /COM /COM MINIMUM VALUES OF SX /COM NSORT,S,X,1,0,2,SEL PRNSOL,S NUSORT /COM /COM /COM MAXIMUM VALUES OF SZ /COM NSORT,S,Z,0,0,2,SEL PRNSOL, S NUSORT /COM /coM /COM ---MINIMUM VALUES OF SZ /COM NSORT, S,Z,1,0,2,SEL PRNSOL,S /COM /COM /COM /COM /COM -- SET 7 /COM SET, 7 ESEL,TYPE, 1 NELEM /COM /COM /COM --MAXIMUM VALUES OF SX /COM Sheet 20 of 92 ERCON F jSERVICES, INC. Appendix SN-4 to Calculation PGE-009-CALC-003 NSORT, S, X,0,0,2, SEL PRNSOL, S NUSORT /COM /CON /COM MINIMUM VALUES OF SX /CON NSORT, S, X,i,0,2, SEL PRNSOL, S NUSORT /CON /CON /COM MAXIMUM VALUES OF SZ / CON NSORT, S, Z, 0,0,2, SEL PRNSOL, S NUSORT /COM /CON /COM MINIMUM VALUES OF SZ /COM NSORT, S, Z, 1,0,2, SEL PRNSOL, S /CON / CON /COM /COM SET 8 -----/COM SET, 8 ESEL,TYPE, 1 NELEM /CON /CON /COM MAXIMUM VALUES OF SX /CON NSORT, S,X, 0,0,2, SEL PRNSOL, S NUSORT /COM /COM /CON MINIMUM VALUES OF SX /CON NSORT,S,X, 1, 0,2,SEL PRNSOL, S NUSORT /CON /CON /COM MAXIMUM VALUES OF SZ / CON NSORT, S, Z, 0,0,2, SEL PRNSOL, S NUSORT Sheet 21 of 92 E SERVICES, INC. Appendix SN-4 to Calculation PGE-009-CALC-003

"/ COM /COM /COM MINIMUM VALUES OF SZ /COM NSORT, S,Z,1,0,2,SEL PRNSOL,S /COM /COM /COM /COM /COM SET 9 /COM SET, 9 ESEL,TYPE,1 NELEM /COM /COM /COM MAXIMUM VALUES OF SX /COM NSORT, S,X,0,0,2,SEL PRNSOL,S NUSORT /COM /COM /COM ....- MINIMUM VALUES OF SX /COM NSORT, S,X,1,0,2,SEL PRNSOL,S NUSORT /COM /COM /COM MAXIMUM VALUES OF SZ /COM NSORT,S,Z,0,0,2,SEL PRNSOL, S NUSORT /COM /COM /COM MINIMUM VALUES OF SZ /COM NSORT, S,Z,1,0,2,SEL PRNSOL,S /COM /COM /COM /COM /COM SET 10 /COM SET, 10 ESEL,TYPE,1 NELEM /COM /COM Sheet 22 of 92 ENERCON F j SERVICES, INC. Appendix SN-4 to Calculation PGE-009-CALC-003

/CON MAXIMUM VALUES OF SX /COM NSORT,S,X,0,0,2,SEL PRNSOL, S NUSORT /COM /COM /COM MINIMUM VALUES OF SX /CON NSORT,S,X,1,0,2,SEL PRNSOL,S NUSORT /COM /COM /COM MAXIMUM VALUES OF SZ /CON NSORT, S,Z,0,0,2,SEL PRNSOL,S NUSORT /COM /CON /COM --MINIMUM VALUES OF SZ /CON NSORT, S,Z,1,0,2,SEL PRNSOL,S /coN /COM /COM /COM /COM SET 11 /COM SET, 11 ESEL,TYPE,1 NELEM /CON /CON /COM MAXIMUM VALUES OF SX /COM NSORT, S,X,0,0,2,SEL PRNSOL, S NUSORT /COM ICON /CON MINIMUM VALUES OF SX /CON NSORT, S,X,1,0,2,SEL PRNSOL, S NUSORT /CON /CON /CON MAXIMUM VALUES OF SZ /COM NSORT, S,Z,0,0,2,SEL Sheet 23 of 92 E 14 ENERCON SERVICES, INC. Appendix SN4 to Calculation PGE-009-CALC-003 PRNSOL,S NUSORT /COM /CON--/COM MINIMUM VALUES OF SZ /COM NSORT, S,Z,1,0,2,SEL PRNSOL,S /COM /COM /COM /COM /COM SET 12 /CON SET, 12 ESEL,TYPE, 1 NELEM /COM /COM /COM MAXIMUM VALUES OF SX /COM NSORT,S,X,0,0,2,SEL PRNSOL,S NUSORT /CON /COM /CON- -- ---------MINIMUM VALUES OF SX /COM NSORT,S,X,1,0,2,SEL PRNSOL,S NUSORT /COM /COM /COM MAXIMUM VALUES OF SZ /CON NSORT,S,Z,0,0,2,SEL PRNSOL,S NUSORT /CON /CON /CON MINIMUM VALUES OF SZ /CON NSORT,S,Z,1,0,2,SEL PRNSOL,S /COM /COM /COM /COM /COM SET 13 /CON SET, 13 ESEL,TYPE, 1 NELEM Sheet 24 of 92 ENERCON F ASERVICES, INC. Appendix SN-4 to Calculation PGE-009-CALC-003

/COM /COM /COM MAXIMUM VALUES OF SX /COM NSORT,S,X,0,0,2,SEL PRNSOL,S NUSORT /CON /CON /CON MINIMUM VALUES OF SX /CON NSORT,S,X,1,0,2,SEL PRNSOL, S NUSORT /CON /CON /CON MAXIMUM VALUES OF SZ /CON NSORT,S,Z,0,0,2,SEL PRNSOL,S NUSORT /COM /CON /CON MINIMUM VALUES OF SZ /CON NSORT,S,Z,1,0,2,SEL PRNSOL,S /COM /CON /CON /COM /CON SET 14 /CON SET, 14 ESEL,TYPE,1 NELEM /CON /CON /CON MAXIMUM VALUES OF SX /CON NSORT,S,X,0,0,2,SEL PRNSOL,S NUSORT /CON /CON /CON MINIMUM VALUES OF SX /CON NSORT,S,X,1,0,2,SEL PRNSOL,S NUSORT /CON ICON /CON MAXIMUM VALUES OF SZ Sheet 25 of 92 ENERCON F SERVICES, INC. Appendix SN-4 to Calculation PGE-009-CALC-003

/COM NSORT, S,Z,0,0,2,SEL PRNSOL,S NUSORT /COM /COM /COM MINIMUM VALUES OF SZ /CON NSORT, S,Z,1,0,2,SEL PRNSOL,S /CON /CON /COM /CON /COM SET 15 /COM SET, 15 ESEL,TYPE,1 NELEM /CON /CON /CON MAXIMUM VALUES OF SX /COM NSORT,S,X,0,0,2,SEL PRNSOL, S NUSORT /COM /CON /CON MINIMUM VALUES OF SX /CON NSORT,S,X,1,0,2,SEL PRNSOL,S NUSORT /COM /CON /COM MAXIMUM VALUES OF SZ /COM NSORT,S,Z,0,0,2,SEL PRNSOL, S NUSORT /CON /CON /CON MINIMUM VALUES OF SZ /CON NSORT,S,Z,1,0,2,SEL PRNSOL,S /COM /CO. /CON /COM /COM SET 16 /CON SET, 16 Sheet 26 of 92 C'g jENERCON F 3 SERVICES, INC. Appendix SN-4 to Calculation PGE-009-CALC-003 ESEL, TYPE, 1 NELEM /COM /COM /COM MAXIMUM VALUES OF SX /COM NSORT, S,X,0,0,2,SEL PRNSOL,S NUSORT /COM /CON /COM MINIMUM VALUES OF SX /COM NSORT, S,X,1,0,2,SEL PRNSOL,S NUSORT /CON /COM /COM --MAXIMUM VALUES OF SZ /COM NSORT, S,Z,0,0,2,SEL PRNSOL,S NUSORT /CON /COM /COM MINIMUM VALUES OF SZ /COM NSORT,S,Z,1,0,2,SEL PRNSOL,S /COM /COM /COM /CON /COM --- SET 17 /COM SET, 17 ESEL,TYPE,1 NELEM /COM /CON /COM MAXIMUM VALUES OF SX /COM NSORT,S,X,0,0,2,SEL PRNSOL,S NUSORT /COM /COM /COM MINIMUM VALUES OF SX /COM NSORT,S,X,1,0,2,SEL PRNSOL, S NUSORT /COM Sheet 27 of 92 EENERCON SERVICES, INC. Appendix SN-4 to Calculation PGE-009-CALC-003

/COM /COM MAXIMUM VALUES OF SZ /COM NSORT,S,Z,0,0,2,SEL PRNSOL,S NUSORT /CON /CON /COM MINIMUM VALUES OF SZ /COM NSORT,S,Z,1,0,2,SEL PRNSOL,S /CON /CON /CON /CON /COM SET 18 /CON SET, 18 ESEL,TYPE,1 NELEM /COM /COM /COM =- MAXIMUM VALUES OF SX /COM NSORT, SX,0,0,2,SEL PRNSOL,S NUSORT /COM /COM /COM MINIMUM VALUES OF SX /CON NSORT,S,X,1,0,2,SEL PRNSOL,S NUSORT /COM /C0M /COM MAXIMUM VALUES OF SZ /COM NSORT, S,Z,0,0,2,SEL PRNSOL,S NUSORT /CON /COM /COM MINIMUM VALUES OF SZ /COM NSORT, S,Z,1,0,2,SEL PRNSOL,S /CON /COM /CON /CON /COM SET 19 Sheet 28 of 92 F I SERVICESIC FNC. Appendix SN-4 to Calculation PGE-009-CALC-003

/COM SET, 19 ESEL,TYPE,1 NELEM /COM /COM /COM MAXIMUM VALUES OF SX /COM NSORT,S,X,0,0,2,SEL PRNSOL,S NUSORT /COM /COM MINIMUM VALUES OF SX /COM NSORT,S,X,1,0,2,SEL PRNSOL,S NUSORT /COM /COM /COM MAXIMUM VALUES OF SZ /COM NSORT,S,Z,0,0,2,SEL PRNSOL, S NUSORT /COM /com /COM MINIMUM VALUES OF SZ -/COM NSORT,S,Z,1,0,2,SEL PRNSOL,S /COM /COM /COM /COM /COM EALL NALL FINI /OUTPUT /EXIT Sheet 29 of 92 F 14ENERCON SERVICES, INC. Appendix SN-4 to Calculation PGE-009-CALC-003 Below is the ANSYS output file for pad stresses for the soft rock analyses.

STRESS DATA SORTED AND PRINTED BY LOAD STEP THIS ROUTINE SORTS AND PRINTS STRESS DATA BY LOAD STEP FIRST SX AND THEN SZ -Boundary Evaluation Analyses SOFT ROCK RESULTS 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 PRINT COLUMN DO NOT PRINT SUBTITLE(S)

LOAD STEP ID NOTE LINE(S) HEADER LABELS REPORT TOTALS***** ANSYS -ENGINEERING ANALYSIS SYSTEM ANSYS/Structural U 00150104 VERSION=INTEL NT 1: RELEASE 5.7 2001 CP= 5.668 2:15:26 MAY 18, r~i r. 3SERVICES, INC. Appendix SN-4 to Calculation PGE-009-CALC-003 Pad, LTSP(4), 20 Casks, 156 Kips West Wx), Max Up, Soft Rock (Ux,Uz) ***** ANSYS RESULTS INTERPRETATION (POST1) *****ENTER /SHOW,DEVICE-NAME ENTER FINISH TO ENABLE GRAPHIC DISPLAY TO LEAVE POST1*** NOTE *** CP= 5.668 TIME= 12:15:26 Reading results into the database (SET command) will update the current displacement and force boundary conditions in the database with the values from the results file for that load set. Note that any subsequent solutions will use these values unless action is taken to either SAVE the current values or not overwrite them (/EXIT,NOSAVE).

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

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

TIME/FREQUENCY=

1.0000 TITLE= Pad, Gravity, 20 Casks, Soft Rock (Ux,Uz)ESEL FOR LABEL= TYPE FROM 9056 ELEMENTS (OF 1f SELECT 1 TO 1 BY 1 5348 DEFINED) SELECTED BY ESEL COMMAND.ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.11550 NODES (OF 17051 DEFINED) SELECTED FROM 9056 SELECTED ELEMENTS BY NELE COMMAND.

MAXIMUM VALUES OF SX SORT ON ITEM=S COMPONENT=X ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE Sheet 30 of 92 4 2 F 'J ENERCON SERVICES, INC. Appendix SN-4 to Calculation PGE-009-CALC-003 SY 1.0598 1.0598 Sz 9.6661 9.6661 SXY SYZ -0.16902E-01-0.86930 0.16899E-01-0.86930 Sheet 31 of 92 sXz -0.53947 0.53947 NODE SORT REMOVED MINIMUM VALUES OF SX SORT ON ITEM=S COMPONENT=X ORDER= 1 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 1677 1678 SX -59.721 -59.721 SY -6.5781 -6.5781 Sz -37.893 -37.893 SXY -9.3367 -9.3367 NODE SORT REMOVED MAXIMUM VALUES OF SZ SORT ON ITEM=S COMPONENT=Z ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 8294 270 SX 22.069 22.069 SY -5.4535 -5.4537 Sz 23.697 23.697 SXY -0.58738 0.58741 NODE SORT REMOVED MINIMUM VALUES OF SZ SORT ON ITEM=S COMPONENT=Z ORDER= 1 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 246 8270 SX -46.239 -46.239 SY -5.8911 -5.8911 Sz -53.721 -53.721 NODE 13416 5392 SX 33.071 33.071 2 SYZ 1.6482 -1.6482 SXZ 2.1992 -2.1992 2 SYZ -1.0306 -1.0306 SXz 2.3955 -2.3956 2 SXY 0.11702 -0.11699 SYZ -8.3704 -8.3704 SXZ 2.7603 -2.7603 ENERCON F SERVICES, INC. Appendix SN-4 to Calculation PGE-009-CALC-003 Sheet 32 of 92 SET 2 USE LOAD STEP 2 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 2 SUBSTEP= 1 CUMULATIVE ITERATION=

TIME/FREQUENCY=

2.0000 TITLE= Pad, HE(l), 20 Casks, 515 Kips North (Z), Soft Rock (Ux,Uz)ESEL FOR LABEL= TYPE FROM 9056 ELEMENTS (OF 15 SELECT 1 TO 1 BY 1 S348 DEFINED) SELECTED BY ESEL COMMAND.ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.11550 NODES (OF 17051 DEFINED) SELECTED FROM 9056 SELECTED ELEMENTS BY NELE COMMAND.

MAXIMUM VALUES OF SX SORT ON ITEM=S COMPONENT=X ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 6613 14637 SX 44.443 44.443 SY 155.49 155.49 Sz -100.63 -100.63 SXY 0.79354 -0.79354 NODE SORT REMOVED MINIMUM VALUES OF SX SORT ON ITEM=S COMPONENT=X ORDER= 1 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 3061 11085 SX -106.42 -106.42 SY -225.37 -225.37 Sz -71.119 -71.119 NODE SORT REMOVED 17 2 SYZ -27.084 -27.084 SXZ -9.3054 9.3054 2 SXY 0.32148 -0.32147 SYZ -20.760 -20.760 SXz -5.8368 5.8368 Sheet 33 of 92 F F 13 SERVICES, INC. Appendix SN4to Calculation PGE-009-CALC-003 MAXIMUM VALUES OF SZ SORT ON ITEM=S COMPONENT=Z ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 7439 15443 SX -5.6042 -5.6042 SY -70.719 -70.719 Sz 269.43 269.43.SXY 17.829 -17.829 NODE SORT REMOVED MINIMUM VALUES OF SZ SORT ON ITEM=S COMPONENT=Z ORDER= 1 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 7349 15363 Sx -87.008 -87.008 SY -222.93 -222.93 SZ -394.88 -394.88 USE LOAD STEP 3 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 3 SUBSTEP= 1 CUMULATIVE ITERATION=

TIME/FREQUENCY=

3.0000 TITLE= Pad, HE(l), 20 Casks, 515 Kips N 32.93 W (Z,X), Soft Rock (Ux,Uz)ESEL FOR LABEL= TYPE FROM 9056 ELEMENTS (OF 1i SELECT 1 TO 1 BY 1 5348 DEFINED) SELECTED BY ESEL COMMAND.ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.11550 NODES (OF 17051 DEFINED) SELECTED FROM 9056 SELECTED ELEMENTS BY NELE COMMAND.2 SYZ 127.66 127.66 SXZ -112.57 112.57 2 SXY 64.776 -64.776 SYZ 254.25 254.25 SXz -174.39 174.39 SET 3 26 ENERCON F. 3 SERVICES, INC. Appendix SN-4 to Calculation PGE-009-CALC-003 MAXIMUM VALUES OF SX SORT ON ITEM=S COMPONENT=X ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 13630 13512 SX 145.34 143.70 SY -38.898 11.178 SZ 6.2949 17.011 SXY 21.920 11.388 NODE SORT REMOVED MINIMUM VALUES OF SX SORT ON ITEM=S COMPONENT=X ORDER= 1 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 7349 5603 SX -268.85' -237.22 SY -335.86 -162.90 SZ -399.10 -32.911 SXY 169.06 88.051 NODE SORT REMOVED MAXIMUM VALUES OF SZ SORT ON ITEM=S COMPONENT=Z ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 15443 15446 SX 121.91 91.658 SY -98.108 -0.19901 SZ 233.37 225.74 SXY 28.706 31.873 NODE SORT REMOVED MINIMUM VALUES OF SZ COMPONENT=Z ORDER= 1 KABS= 0 NMAX=Sheet 34 of 92 2 SYZ 130.77 17.532 SXZ 119.98 114.48 2 SYZ 276.54 142.42 SXZ -222.91 -122.07 2 SYZ 112.59 -1.6095 SXZ 146.47 97.547 SORT ON ITEM=S 2 Sheet 35 of 92 r ENERCON F ASERVICES, INC. Appendix SN-4 to Calculation PGE-009-CALC-003 SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 7349 7351 Sx -268.85 -129.13 SY -335.86 25.279 Sz -399.10 -311.78 SXY 169.06 110.90 SYZ 276.54 -17.980 SXz -222.91 -136.78 SET 4 USE LOAD STEP 4 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 4 SUBSTEP= 1 CUMULATIVE ITERATION=

TIME/FREQUENCY=

4.0000 TITLE= Pad, HE(1), 20 Casks, 515 Kips N 45 W (ZX), Soft Rock (Ux,Uz)ESEL FOR LABEL= TYPE FROM 9056 ELEMENTS (OF I1 SELECT 1 TO 1 BY 1 5348 DEFINED) SELECTED BY ESEL COMMAND.ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.11550 NODES (OF 17051 DEFINED) SELECTED FROM 9056 SELECTED ELEMENTS BY NELE COMMAND.

MAXIMUM VALUES OF SX SORT ON ITEM=S COMPONENT=X ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 13630 13512 SX 192.33 191.61 SY -51.797 16.301 Sz 2.0434 16.513 SXY 26.930 16.792 NODE SORT REMOVED MINIMUM VALUES OF SX SORT ON ITEM=S COMPONENT=X ORDER= 1 KABS= 0 NMAX=SORT COMPLETED FOR 30 2 SYZ 99.153 11.435 SXz 104.31 97.845 2 2 VALUES.

r ~ ENERCON r ASERVICES, INC. Appendix SN-4 to Calculation PGE-009-CALC-003 PRINT S NODAL SOLUTION PER NODE NODE 7349 5603 SX -318.59 -293.75 SY -341.88 -189.76 Sz -368.11 -34.294 SXY 194.30 104.65 NODE SORT REMOVED MAXIMUM VALUES OF SZ.SORT ON ITEM=S COMPONENT=Z ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 15443 15446 SX 159.61 121.35 SY -101.07 6.1510 Sz 206.80 198.53 SXY 42.855 45.548 NODE SORT REMOVED MINIMUM VALUES OF SZ SORT ON ITEM=S COMPONENT=Z ORDER= 1 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 7349 7351 SX -318.59 -161.17 SY -341.88 32.224 Sz -368.11 -275.66 USE LOAD STEP 5 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 5 SUBSTEP= 1 CUMULATIVE ITERATION=

TIME/FREQUENCY=

5.0000 TITLE= Pad, HE(l), 20 Casks, 515 Kips N 57.07 W (Z,X), Soft Rock (Ux,Uz)ESEL FOR LABEL= TYPE FROM Sheet 36 of 92 SYZ 259.28 116.79 SXz -225.39 -105.33 2 SYZ 100.93 -3.0039 SXz 147.67 102.73 2 SXY 194.30 133.64 SYz 259.28 -22.790 Sxz -225.39 -145.34 SETS5 35 1 TO 1 BY 1 Sheet 37 of 92 F ENERCON SERVICES, INC. Appendix SN-4 to Calculation PGE-009-CALC-003 9056 ELEMENTS (OF SELECT 15348 DEFINED) SELECTED BY ESEL COMMAND.ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.11550 NODES (OF 17051 DEFINED) SELECTED FROM 9056 SELECTED ELEMENTS BY NELE COMMAND.

MAXIMUM VALUES OF SX SORT ON ITEM=S COMPONENT=X ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 15364 15363 SX 233.70 230.15 SY -34.353 -22.594 Sz -76.831 -134.70 SXY 9.0810 92.540 NODE SORT REMOVED MINIMUM VALUES OF SX SORT ON ITEM=S COMPONENT=X ORDER= 1 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 7349 5603 SX -356.11 -339.20 SY -323.29 -213.06 Sz -319.36 -34.876 SXY 208.17 118.13 NODE SORT REMOVED MAXIMUM VALUES OF SZ SORT ON ITEM=S COMPONENT=Z ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 15443 15446 SX 192.52 147.87 SY -100.48 12.391 2 SYZ 60.021 68.051 SXz 31.284 -10.722 2 SYZ 229.16 86.154 SXz -219.36 -83.904 2 Sz 173.67 165.03 SXY 55.807 58.076 SYZ 85.803 -4.4058 SXz 14i3.29 103.57 r ENERCON r. 3SERVICES, INC. Appendix SN-4 to Calculation PGE-009-CALC-003 Sheet 38 of 92 NODE SORT REMOVED MINIMUM VALUES OF SZ SORT ON ITEM=S COMPONENT=Z ORDER= 1 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 7349 7351 SX -356.11 -189.74 SY -323.29 23.533 Sz -319.36 -229.62 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(l), 20 Casks, 515 Kips West (W), Soft Rock (Ux,Uz)ESEL FOR LABEL= TYPE FROM 9056 ELEMENTS (OF I1 SELECT 1 TO 1 BY 1 5348 DEFINED) SELECTED BY ESEL COMMAND.ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.11550 NODES (OF 17051 DEFINED) SELECTED FROM 9056 SELECTED ELEMENTS BY NELE COMMAND.

MAXIMUM VALUES OF SX SORT ON ITEM=S COMPONENT=X ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 13512 13511 SX 260.16 260.15 SY 25.261 25.261 SZ -6.9703 -6.9611 2 SXY 208.17 151.50 SYZ 229.16 -24.105 SXZ -219.36 -148.24 SET 6 43 2 SXY 26.373 26.371 SYZ -3.9165 3.8948 SXz -0.34108 0.36615 Sheet 39 of 92 r ENERCON r 3SERVICES, INC. Appendix SN-4 to Calculation PGE-009-CALC-003 NODE SORT REMOVED MINIMUM VALUES OF SX SORT ON ITEM=S COMPONENT=X ORDER= 1 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 5603 5606 SX -392.39 -392.39 SY -248.86 -248.86 Sz -34.262 -34.263 SXY 134.29 134.29 NODE SORT REMOVED MAXIMUM VALUES OF SZ SORT ON ITEM=S COMPONENT=Z ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 6962 3989 SX -16.643 -16.647 SY 7.4897 7.4890 Sz 62.376 62.369 SXY -5.1075 -5.1086 NODE SORT REMOVED MINIMUM VALUES OF SZ SORT ON ITEM=S COMPONENT=Z ORDER= 1 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 7349 7439 SX -381.98 -382.02 SY -200.52 -200.54 Sz -127.32 -127.30 2 SYZ -10.987 11.007 SXz -10.299 10.284 2 SYZ 9.5308 -9.5317 SXz 7.0624 -7.0610 2 SXY 200.25 200.27 SYZ 101.29 -101.28 SXz -161.04 161.04 SET 7 Sheet 40 of 92 r ENERCON F A SERVICES, INC. Appendix SN-4 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=

55 TIME/FREQUENCY=

7.0000 TITLE= Pad, HE(1), 20 Casks, 206 Kips North (z), Max Up, Soft Rock (Ux,Uz) ESEL FOR LABEL= TYPE FROM 1 TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

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

MAXIMUM VALUES OF SX SORT ON ITEM=S COMPONENT=X SORT COMPLETED FOR 2 VALUES. PRINT S NODAL SOLUTION PER NODE NODE SX SY 15379 19.026 -11.032 -: 7365 19.026 -11.032 -: NODE SORT REMOVED ORDER= 0 KABS= 0 NMAX=Sz L.9859 L.9859 SXY -2.4690 2.4692 SYZ 16.131 16.131 MINIMUM VALUES OF SX SORT ON ITEM=S COMPONENT=X SORT COMPLETED FOR 2 VALUES. PRINT S NODAL SOLUTION PER NODE NODE SX SY 3061 -43.990 -93.280 11085 -43.982 -93.276 NODE SORT REMOVED ORDER= 1 KABS= 0 NMAX=Sz 4.2440 4.2762 SXY SYZ 0.17645E-01

-9.4154 -0.15374E-01

-9.4107 MAXIMUM VALUES OF SZ 2 SXz 4.3008 -4.3008 2 SXz -2.9276 2.9286 Sheet 41 of 92 r ENERCON F, SERVICES, INC. Appendix SN-4 to Calculation PGE-009-CALC-003 SORT ON ITEM=S COMPONENT=Z ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 7439 15443 SX -4.4618 -4.4611 SY -33.708 -33.707 SZ 128.91 128.91 SXY 9.3536 -9.3527 NODE SORT REMOVED MINIMUM VALUES OF SZ SORT ON ITEM=S COMPONENT=Z ORDER= 1 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 7349 15363 Sx -40.762 -40.762 SY -103.77 -103.77 Sz -174.70 -174.70 USE LOAD STEP 8 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 8 SUBSTEP= 1 CUMULATIVE ITERATION=

TIME/FREQUENCY=

8.0000 TITLE= Pad, HE(l), 20 Casks, 206 Kips West (X), Max Up, Soft Rock (Ux,Uz)ESEL FOR LABEL= TYPE FROM 9056 ELEMENTS (OF i1 SELECT 1 TO 1 BY 1 5348 DEFINED) SELECTED BY ESEL COMMAND.ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.11550 NODES (OF 17051 DEFINED) SELECTED FROM 9056 SELECTED ELEMENTS BY NELE COMMAND.

MAXIMUM VALUES OF SX COMPONENT=X ORDER= 0 KABS= 0 NMAX=2 SYZ 62.367 62.365 SXz -53.743 53.742 2 SXY 30.317 -30.316 SYZ 113.22 113.22 SXZ -77.672 77.672 SET 8 64 2 SORT ON ITEM=S r ' ENERCON r. A SERVICES, INC. Appendix SN4 to Calculation PGE-009-CALC-003 SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 15447 15364 SX 120.56 120.56 SY -7.4824 -7.4788 NODE SORT REMOVED MINIMUM VALUES OF SX SORT ON ITEM=S COMPONENT=X ORDER= 1 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 5606 5603 SX -174.01 -174.01 SY -111.79 -111.79 Sz -16.235 -16.235 SXY 59.982 59.982 NODE SORT REMOVED MAXIMUM VALUES OF SZ SORT ON ITEM=S COMPONENT=Z ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 3989 6962 SX -4.9699 -4.9700 SY 3.5107 3.5107 Sz 28.122 28.122 SXY -1.8918 -1.8917 NODE SORT REMOVED MINIMUM VALUES OF SZ SORT ON ITEM=S COMPONENT=Z ORDER= 1 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE Sheet 42 of 92 Sz 16.242 16.254 SXY 4.1519 4.1524 SYZ 10.433 -10.431 SXz 26.248 -26.243 2 SYZ 4.5632 -4.5634 SXz 4.6120 -4.6116 2 SYZ -4.1041 4.1041 SXz -3.8160 3.8160 2 r Im ENERCON r. SERVICES, INC. Appendix SN4 to Calculation PGE-009-CALC-003 NODE 7439 7349 SX -168.29 -168.29 SY -93.311 -93.309 Sz -57.022 -57.022 SXY 89.285 89.284 SYZ -45.245 45.245 Sheet 43 of 92 SXz 71.297 -71.297 SET 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)ESEL FOR LABEL= TYPE FROM 9056 ELEMENTS (OF 1!SELECT 1 TO 1 BY 1 5348 DEFINED) SELECTED BY ESEL COMMAND.ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.11550 NODES (OF 17051 DEFINED) SELECTED FROM 9056 SELECTED ELEMENTS BY NELE COMMAND.

MAXIMUM VALUES OF SX SORT ON ITEM=S COMPONENT=X ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 13530 5506 SX 62.254 62.246 SY 11.174 11.178 SZ 21.572 21.573 SXY -1.7038 1.7066 NODE SORT REMOVED MINIMUM VALUES OF SX SORT ON ITEM=S COMPONENT=X ORDER= 1 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE SY SZ SXY 2 SYZ -0.75586 -0.74981 SXZ -3.3027 3.3052 2 NODE SX SYZ SXZ F ENERCON SERVICES, INC. Appendix SN-4 to Calculation PGE-009-CALC-003 Sheet 44 of 92 1678 -114.09 9702 -114.09-11.943 -11.943-64.070 -64.070-17.045 -0.15372 17.045 -0.15372 NODE SORT REMOVED MAXIMUM VALUES OF SZ SORT ON ITEM=S COMPONENT=Z ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 15443 7439 SX -26.632 -26.635 SY 5.6032 5.6055 Sz 87.301 87.301 SXY -11.204 11.203 NODE SORT REMOVED MINIMUM VALUES OF SZ SORT ON ITEM=S COMPONENT=Z ORDER= 1 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 7349 15363 SX -73.088 -73.086 SY -135.69 -135.68 SE -197.29 -197.29 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)ESEL FOR LABEL= TYPE FROM 9056 ELEMENTS (OF 1i 1 TO I BY 1 5348 DEFINED) SELECTED BY ESEL COMMAND.ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.7.2461 -7.2458 2 SYZ 58.321 58.322 SXZ 21.250 -21.250 2 SXY 48.574 -48.573 SYZ 126.66 126.66 SXz -100.38 100.38 SET 10 SELECT Sheet 45 of 92 F ' ENERCON SERVICES, INC. Appendix SN-4 to Calculation PGE-009-CALC-003 11550 NODES (OF 17051 DEFINED) SELECTED FROM 9056 SELECTED ELEMENTS BY NELE COMMAND.

MAXIMUM VALUES OF SX SORT ON ITEM=S COMPONENT=X ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 15443 15363 SX 84.229 84.222 SY 0.43268 0.26644 Sz -16.663 -16.697 SXY 41.414 41.367 NODE SORT REMOVED MINIMUM VALUES OF SX SORT ON ITEM=S COMPONENT=X ORDER= 1 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 5606 5603 SX -235.79 -235.79 SY -244.58 -244.58 Sz -42.888 -42.887 SXY 96.567 96.566 NODE SORT REMOVED MAXIMUM VALUES OF SZ SORT ON ITEM=S COMPONENT=Z ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 3989 6962 SX 35.958 35.957 SY 2.9759 2.9758 NODE SORT REMOVED 2 SYZ -4.8553 4.8758 SXz 15.648 -15.645 2 SYZ 6.0049 -6.0065 SXz 7.1456 -7.1441 2 Sz 60.261 60.260 SXY 0.55912 0.55892 SYZ -5.7984 5.7984 SXz -14.967 14.967 ENERCON F 3 SERVICES, INC. Appendix SN-4 to Calculation PGE-009-CALC-003 MINIMUM VALUES OF SZ SORT ON ITEM=S COMPONENT=Z ORDER= 1 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 8270 11120 SX -89.840 -89.845 SY -12.133 -12.132 SZ -105.83 -105.82 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)ESEL FOR LABEL= TYPE FROM 1 TO 1 BY 1 9056 ELEMENTS (OF SELECT 15348 DEFINED) SELECTED BY ESEL COMMAND.ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.11550 NODES (OF 17051 DEFINED) SELECTED FROM 9056 SELECTED ELEMENTS BY NELE COMMAND.

MAXIMUM VALUES OF SX SORT ON ITEM=S COMPONENT=X ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 7365 15379 SX 42.500 42.500 SY -17.219 -17.219 Sz -4.6174 -4.6174 SXY 4.4703 -4.4703 NODE SORT REMOVED MINIMUM VALUES OF SX Sheet 46 of 92 2 SXY 3.2269 3.2255 SYZ -17.851 17.852 SXz -2.0126 2.0105 SET 11 85 2 SYZ 32.634 32.634 SXz -8.4556 8.4556 F jENERCON F A SERVICES, INC. Appendix SN4 to Calculation PGE-009-CALC-003 Sheet 47 of 92 SORT ON ITEM=S COMPONENT=X ORDER= 1 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 3061 11085 SX -93.590 -93 .590 SY -196.48 -196.48 Sz -59.606 -59.606 SXY 0.12838 -0.12837 NODE SORT REMOVED MAXIMUM VALUES OF SZ SORT ON ITEM=S COMPONENT=Z ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 7439 15443 SX -5.5303 -5.5302 SY -68.326 -68.326 Sz 259.90 259.90 SXY 17.247 -17.247 NODE SORT REMOVED MINIMUM VALUES OF SZ SORT ON ITEM=S COMPONENT=Z ORDER= 1 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 7349 15363 SX -79.673 -79.673 SY -202.82 -202.82 Sz -372.15 -372.15 SXY 59.116 -59.116 SET 12 USE LOAD STEP 12 SUBSTEP 2 SYZ -17.459 -17.459 SXz -5.7627 5.7627 2 SYZ 123.36 123.36 SXz -108.63 108.63 2 SYZ 238.31 238.31 SXz -164.04 164.04 0 FOR LOAD CASE 0 Sheet 48 of 92 r ENERCON F SERVICES, INC. Appendix SN-4 to Calculation PGE-009-CALC-003 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) ESEL FOR LABEL= TYPE FROM 1 TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

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

MAXIMUM VALUES OF SX SORT ON ITEM=S COMPONENT=X SORT COMPLETED FOR 2 VALUES. PRINT S NODAL SOLUTION PER NODE NODE SX SY 13630 137.20 -36.608 14342 136.77 -36.847 NODE SORT REMOVED ORDER= 0 KABS= 0 NMAX=SZ 1.8789 58.355 SXY 20.985 20.907 SYZ 125.18 126.57 MINIMUM VALUES OF SX SORT ON ITEM=S COMPONENT=X SORT COMPLETED FOR 2 VALUES. PRINT S NODAL SOLUTION PER NODE NODE SX SY 7349 -252.62 -308.55 5603 -222.08 -146.31 NODE SORT REMOVED ORDER= 1 KABS= 0 NMAX=SZ 373.79 29.728 SXY 158.15 81.170 SYZ 257.94 133.69 MAXIMUM VALUES OF SZ SORT ON ITEM=S SORT COMPLETED FOR COMPONENT=Z 2 VALUES.ORDER= 0 KABS= 0 NMAX=2 SXz 112.64 119.44 2 SXz -209.62 -115.09 2 F 'j ENERCON SERVICES, INC. Appendix SN-4 to Calculation PGE-009-CALC-003 PRINT S NODAL SOLUTION PER NODE NODE 15443 15446 SX 119.82 89.527 SY -95.414 0.74435E-01 Sz 225.05 217.85 SXY 29.195 32.309 NODE SORT REMOVED MINIMUM VALUES OF SZ SORT ON ITEM=S COMPONENT=Z ORDER= 1 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 7349 7351 SX -252.62 -122.04 SY -308.55 23.486 Sz -373.79 -292.92 USE LOAD STEP 13 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 13 SUBSTEP= 1 CUMULATIVE ITERATION=

TIME/FREQUENCY=

13.000 TITLE= Pad, LTSP(2), 20 Casks, 440 Kips N 45 W (Z,X), Soft Rock (Ux,Uz)ESEL FOR LABEL= TYPE FROM 9056 ELEMENTS (OF 11 SELECT 1 TO 1 BY 1 3348 DEFINED) SELECTED BY ESEL COMMAND.ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.11550 NODES (OF 17051 DEFINED) SELECTED FROM 9056 SELECTED ELEMENTS BY NELE COMMAND.

MAXIMUM VALUES OF SX SORT ON ITEM=S COMPONENT=X ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE Sheet 49 of 92 SYZ 107.79 -1.6737 SXz 142.21 95.140 2 SXY 158.15 104.26 SYZ 257.94 -16.843 SXz -209.62 -128.95 SET 13 98 2 r ENERCON r :SERVICES, INC. Appendix SN-4 to Calculation PGE-009-CALC-003 NODE 13630 13512 SX 183.53 183.18 SY -49.496 15.071 Sz -0.31737 13.064 SXY 25.896 16.810 SYZ 95.996 12.197 Sheet 50 of 92 SXz 97.899 91.899 NODE SORT REMOVED MINIMUM VALUES OF SX SORT ON ITEM=S COMPONENT=X ORDER= 1 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 7349 5603 SX -299.64 -274.95 SY -313.68 -169.40 Sz -343.87 -30.972 SXY 181.91 96.212 NODE SORT REMOVED MAXIMUM VALUES OF SZ SORT ON ITEM=S COMPONENT=Z ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 15443 15446 SX 156.84 118.29 SY -98.328 6.3426 SZ 198.65 190.84 SXY 43.374 46.047 NODE SORT REMOVED MINIMUM VALUES OF SZ SORT ON ITEM=S COMPONENT=Z ORDER= 1 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 7349 7351 SX -299.64 -152.38 SY -313.68 29.360 Sz -343.87 -258.38 2 SYZ 241.16 109.76 SXz -211.87 -99.216 2 SYZ 95.882 -3.0064 SXz 143.48 100.55 2 SXY 181.91 125.80 SYZ 241.16 -21.225 SXZ -211.87 -137.10 Sheet 51 of 92 F ENERCON SERVICES, INC. Appendix SN-4 to Calculation PGE-009-CALC-003 SET 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)ESEL FOR LABEL= TYPE FROM 9056 ELEMENTS (OF 1E SELECT 1 TO 1 BY 1 3348 DEFINED) SELECTED BY ESEL COMMAND.ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.11550 NODES (OF 17051 DEFINED) SELECTED FROM 9056 SELECTED ELEMENTS BY NELE COMMAND.

MAXIMUM VALUES OF SX SORT ON ITEM=S COMPONENT=X ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 15364 15363 SX 222.95 219.67 SY -33.129 -21.329 Sz -76.548 -131.62 SXY 8.8960 89.492 NODE SORT REMOVED MINIMUM VALUES OF SX SORT ON ITEM=S COMPONENT=X ORDER= 1 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 7349 5603 SX -334.93 -317.34 SY -296.29 -189.47 SZ -297.42 -31.546 NODE SORT REMOVED 2 SYZ 60.166 67.284 SXZ 29.073 -10.744 2 SXY 195.04 108.38 SYZ 212.46 81.160 SXz -206.02 -78.933 ENERCON SERVICES, INC. Appendix SN-4 to Calculation PGE-009-CALC-003 Sheet 52 of 92 MAXIMUM VALUES OF SZ SORT ON ITEM=S COMPONENT=Z ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 15443 15446 SX 189.22 143.96 SY -97.677 12.544 Sz 165.34 157.15 SXY 56.417 58.688 NODE SORT REMOVED MINIMUM VALUES OF SZ SORT ON ITEM=S COMPONENT=Z ORDER= 1 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 7349 7351 SX -334.93 -179.18 SY -296.29 21.135 Sz -297.42 -214.51 USE LOAD STEP 15 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 15 SUBSTEP= 1 CUMULATIVE ITERATION=

TIME/FREQUENCY=

15.000 TITLE= Pad, LTSP(2), 20 Casks, 440 Kips West (X), Soft Rock (Ux,Uz)ESEL FOR LABEL= TYPE FROM 9056 ELEMENTS (OF 1i SELECT 1 TO 1 BY 1 5348 DEFINED) SELECTED BY ESEL COMMAND.ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.11550 NODES (OF 17051 DEFINED) SELECTED FROM 9056 SELECTED ELEMENTS BY NELE COMMAND.EI 2 SYZ 80.374 -4.3520 SXz 139.18 101.71 2 SXY 195.04 142.63 SYZ 212.46 -22.416 SXz -206.02 -139.84 SET 15 110 F JENERCON SERVICES, INC. Appendix SN-4 to Calculation PGE-009-CALC-003 MAXIMUM VALUES OF SX SORT ON ITEM=S COMPONENT=X ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 13512 13511 SX 252.92 252.92 SY 23.491 23.491 Sz -2.9286 -2.9275 SXY 26.569 26.569 NODE SORT REMOVED MINIMUM VALUES OF SX SORT ON ITEM=S COMPONENT=X ORDER= 1 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 5606 5603 SX -367.43 -367.43 SY -220.19 -220.19 Sz -31.182 -31.182 SXY 122.86 122.86 NODE SORT REMOVED MAXIMUM VALUES OF SZ SORT ON ITEM=S COMPONENT=Z ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 6962 3989 SX -16.150 -16.151 SY 7.0886 7.0885 Sz 56.978 56.977 SXY -3.9207 -3.9209 NODE SORT REMOVED MINIMUM VALUES OF SZ COMPONENT=Z ORDER= 1 KABS= 0 NMAIX=Sheet 53 of 92 2 SYZ -3.5009 3.4986 SXz -0.38831 0.39198 2 SYz 9.7588 -9.7557 SXZ 9.5277 -9.5300 2 SYZ 8.5390 -8.5390 SXZ 7.0243 -7.0246 SORT ON ITEM=S 2 ENERCON F A SERVICES, INC. Appendix SN-4 to Calculation PGE-009-CALC-003 SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 7349 7439 SX -359.39 -359.40 SY -182.59 -182.59 SZ -116.04 -116.03 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)ESEL FOR LABEL= TYPE FROM 9056 ELEMENTS (OF 15 SELECT 1 TO I BY 1 5348 DEFINED) SELECTED BY ESEL COMMAND.ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.11550 NODES (OF 17051 DEFINED) SELECTED FROM 9056 SELECTED ELEMENTS BY NELE COMMAND.

MAXIMUM VALUES OF SX SORT ON ITEM=S COMPONENT=X ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 15379 7365 SX 19.620 19.620 SY -6.3770 -6.3770 Sz -2.1807 -2.1807 SXY -1.8165 1.8166 NODE SORT REMOVED MINIMUM VALUES OF SX COMPONENT=X ORDER= 1 KABS= 0 NMAX=Sheet 54 of 92 SXY 187.89 187.89 SYZ 92.067 -92.065 SXZ -150.85 150.85 SET 16 2 SYZ 14.235 14.235 SXZ 3.6649 -3.6650 SORT ON ITEM=S 2 F '4ENERCON F A SERVICES, INC. Appendix SN-4 to Calculation PGE-009-CALC-003 SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 3061 11085 SX -38.928 -38.926 SY -78.821 -78.835 Sz -28.511 -28.505 SXY SYZ 0.73686E-01

-6.7698 -0.75282E-01

-6.7722 NODE SORT REMOVED MAXIMUM VALUES OF SZ SORT ON ITEM=S COMPONENT=Z ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 7439 15443 SX -2.3555 -2.3602 SY -31.446 -31.445 Sz 119.19 119.18 SXY 7.8301 -7.8309 NODE SORT REMOVED MINIMUM VALUES OF SZ SORT ON ITEM=S COMPONENT=Z ORDER= 1 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 7349 15363 SX -34.334 -34.334 SY -87.557 -87.556 Sz -168.24 -168.24 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)Sheet 55 of 92 SXz -2.4718 2.4560 2 SYZ 56.560 56.558 SXZ -49.909 49.909 2 SXY 25.486 -25.485 SYZ 106.98 106.98 SXZ -73.783 73.782 SET 17 r ll ENERCON r. 3 SERVICES, INC. Appendix SN-4 to Calculation PGE-009-CALC-003 Sheet 56 of 92 ESEL FOR LABEL= TYPE FROM 1 TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

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

MAXIMUM VALUES OF SX SORT ON ITEM=S COMPONENT=X SORT COMPLETED FOR 2 VALUEE PRINT S NODAL SOLUTION PER NOI NODE SX SY 13512 116.94 10.478 13511 116.94 10.478 NODE SORT REMOVED ORDER= 0 KABS= 0 NMAX= )E SZ SXY SYZ 0.12691E-01 12.685 -1.4992 0.16049E-01 12.685 1.4931 MINIMUM VALUES OF SX SORT ON ITEM=S COMPONENT=X SORT COMPLETED FOR 2 VALUES. PRINT S NODAL SOLUTION PER NODE NODE SX SY 5603 -164.63 -89.824 -" 5606 -164.63 -89.823. NODE SORT REMOVED ORDER= 1 KABS= 0 NMAX=SZ 13.169 13.170 SXY 53.016 53.015 MAXIMUM VALUES OF SZ SORT ON ITEM=S COMPONENT=Z SORT COMPLETED FOR 2 VALUES. PRINT S NODAL SOLUTION PER NODE NODE SX SY 6962 -8.2884 3.2612 ORDER= 0 KABS= 0 NMAX=Sz 24.272 SXY -1.2896 2 SYZ SXz 3.6013 3.1336 2 SXz -0.18998 0.20002 2 SYZ -4.0445 4.0520 SXz -4.1934 4.1876 Sheet 57 of 92 F 'l ENERCON SERVICES, INC. Appendix SN-4 to Calculation PGE-009-CALC-003 3989 -8.2896 3.2609 24.269-1.2900 NODE SORT REMOVED MINIMUM VALUES OF SZ SORT ON ITEM=S COMPONENT=Z ORDER= 1 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 7349 7439 SX -162.98 -162.99 SY -80.042 -80.045 Sz -50.077 -50. 068 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)ESEL FOR LABEL= TYPE FROM 9056 ELEMENTS (OF 1i SELECT 1 TO 1 BY 1 5348 DEFINED) SELECTED BY ESEL COMMAND.ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.11550 NODES (OF 17051 DEFINED) SELECTED FROM 9056 SELECTED ELEMENTS BY NELE COMMAND.

MAXIMUM VALUES OF SX SORT ON ITEM=S COMPONENT=X ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 15379 7365 SX 18.629 18.629 SY -5.6794 -5.6794 Sz -2.0691 -2.0691-3.6016-3. 1335 2 SXY 85.054 85.058 SYZ 39.890 -39.885 SXz -67.696 67.694 SET 18 2 SXY -1.6469 1.6469 SYZ 13.091 13.091 SXz 3.2072 -3.2072 Sheet 58 of 92 FI IENERCON F 13SERVICES, INC. Appendix SN-4 to Calculation PGE-009-CALC-003 NODE SORT REMOVED MINIMUM VALUES OF SX SORT ON ITEM=S COMPONENT=X ORDER= 1 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 3061 11085 SX -33.644 -33.-638 SY -65.164 -65.165 SZ -31.967 -31.960 SXY 0.10639 -0.10865 SYZ -6.1600 -6.1604 SXz -2.1306 2.1233 NODE SORT REMOVED MAXIMUM VALUES OF SZ SORT ON ITEM=S COMPONENT=Z ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 7439 15443 SX -1.5498 -1.5538 SY -29.840 -29.839 SZ 111.98 111.97 SXY 7.1192 -7.1201 NODE SORT REMOVED MINIMUM VALUES OF SZ SORT ON ITEM=S COMPONENT=Z ORDER= 1 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 7349 15363 SX -31.170 -31.170 SY -81.864 -81.864 Sz -158.42 -158.42 2 2 SYZ 53.202 53.201 SXz -47.261 47.260 2 SXY 23.475 -23.475 SYZ 100.47 100.47 SXz -68.903 68.903 SET 19 Sheet 59 of 92 F ENERCON SERVICES, INC. Appendix SN-4 to Calculation PGE-009-CALC-003 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) ESEL FOR LABEL= TYPE FROM 1 TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

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

MAXIMUM VALUES OF SX SORT ON ITEM=S COMPONENT=X SORT COMPLETED FOR 2 VALUES. PRINT S NODAL SOLUTION PER NODE NODE SX SY 13512 107.84 9.9097 13511 107.84 9.9097 NODE SORT REMOVED ORDER= 0 KABS= 0 NMAX=Sz 1.2771 1.2772 SXY 11.778 11.777 SYZ -1.3931 1.3926 MINIMUM VALUES OF SX SORT ON ITEM=S COMPONENT=X SORT COMPLETED FOR 2 VALUES. PRINT S NODAL SOLUTION PER NODE NODE SX SY 7439 -157.12 -79.811 -, 7349 -157.12 -79.811 -. NODE SORT REMOVED ORDER= 1 KABS= 0 NMAX=Sz 46 .132 46.133 SXY 82.782 82.782 SYZ -37.680 37.681 MAXIMUM VALUES OF SZ 2 SXz -0.13639 0.13636 2 SXZ 63.981 -63.982 r Ji ENERCON r. 3SERVICES, INC. Appendix SN4 to Calculation PGE-009-CALC-003 Sheet 60 of 92 SORT ON ITEM=S COMPONENT=Z ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE SX SY SZ SXY SYZ SXZ 5622 -0.28750 4.8751 22.253 1.0284 -3.4851 -0.19993 5619 -0.28748 4.8752 22.253 1.0284 3.4852 0.19991 NODE SORT REMOVED MINIMUM VALUES OF SZ SORT ON ITEM=S COMPONENT=Z ORDER= 1 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 7349 7439 SX -157.12 -157.12 SY -79.811 -79.811 Sz -46.133 -46.132 15348 ELEMENTS (OF 17051 NODES (OF 15348 DEFINED) SELECTED BY EALL COMMAND.

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

- - - - ROUTINE COMPLETED

- - - - CP =65.054*** NOTE *** CP= 65.054 TIME= 12:16:46 A total of 1 warnings and errors written to dcslabs4.err.

HARD ROCK RESULTS/OUTPUT FILE= padbchardstress.out 2 2 SXY 82.782 82.782 SYZ 37.681 -37.680 SXz -63.982 63.981 Sheet 61 of 92 F l4 ENERCON SERVICES, INC. Appendix SN-4 to Calculation PGE-009-CALC-003 Below is the ANSYS output file for pad stresses for the hard rock analyses.

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 15348 ELEMENTS CURRENTLY SELECTED.

MAX ELEMENT NUMBER = 33177 14 NODES CURRENTLY SELECTED.

MAX NODE NUMBER = 17051 259 KEYPOINTS CURRENTLY SELECTED.

MAX KEYPOINT NUMBER = 259 0 LINES CURRENTLY SELECTED.

MAX LINE NUMBER = 396 181 AREAS CURRENTLY SELECTED.

MAX AREA NUMBER = 295 70 VOLUMES CURRENTLY SELECTED.

MAX VOL. NUMBER = 70 12 COMPONENTS CURRENTLY DEFINED MAXIMUM LINEAR PROPERTY NUMBER = 5 MAXIMUM REAL CONSTANT SET NUMBER = 6 ACTIVE COORDINATE SYSTEM = 0 (CARTESIAN)

MAXIMUM CONSTRAINT EQUATION NUMBER = 4620 NUMBER OF SPECIFIED CONSTRAINTS

= 1785 NUMBER OF NODAL LOADS = 2160 INITIAL JOBNAME = dcslabs4 CURRENT JOBNAME = dcslabh4 PRINT HEADER DO NOT PRINT DO NOT PRINT DO NOT PRINT PRINT COLUMN DO NOT PRINT SUBTITLE(S)

LOAD STEP ID NOTE LINE(S) HEADER LABELS REPORT TOTALS***** ANSYS RESULTS INTERPRETATION (POST1) *****ENTER /SHOW,DEVICE-NAM ENTER FINISH 15348 ELEMENTS (OF 17051 NODES (OF IE TO ENABLE GRAPHIC DISPLAY TO LEAVE POSTi 15348 DEFINED) SELECTED BY EALL COMM. 17051 DEFINED) SELECTED BY NALL COMMAND.lND.SET 1 ENERCON F A SERVICES,INC.

Appendix SN4 to Calculation PGE-009-CALC-003 Sheet 62 of 92 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) ESEL FOR LABEL= TYPE FROM 1 TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

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

MAXIMUM VALUES OF SX SORT ON ITEM=S COMPONENT=X SORT COMPLETED FOR 2 VALUES. PRINT S NODAL SOLUTION PER NODE NODE SX SY 6626 16.163 -54.126 14650 16.163 -54.126 NODE SORT REMOVED ORDER= 0 KABS= 0 NMAX=SZ 10.712 10.712 SXY -2.0745 2.0745 2 SYZ SXZ 0.16844E-01 1.6189 0.16844E-01

-1.6189 MINIMUM VALUES OF SX SORT ON ITEM=S COMPONENT=X SORT COMPLETED FOR 2 VALUES. PRINT S NODAL SOLUTION PER NODE NODE SX SY 9693 -20.050 -6.6711 -: 9692 -20.050 -6.6711 NODE SORT REMOVED ORDER= 1 KABS= 0 NMAX=Sz 10.080 10.080 SXY -9.1259 -9.1259 MAXIMUM VALUES OF SZ COMPONENT=Z ORDER= 0 KABS= 0 NMAX=2 SYZ 1.5572 -1.5572 SXz 1.9563 -1.9563 SORT ON ITEM=S 2 Sheet 63 of 92 F J ENERCON SERVICES, INC. Appendix SN4 to Calculation PGE-009-CALC-003 SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE SY -45.658 -45.658 Sz 9.2776 9.2776 SXY 0.54483 -0.54483 SYZ 2.5898 2.5898 SXZ 0.55154E-01

-0.55154E-01 NODE SORT REMOVED MINIMUM VALUES OF SZ SORT ON ITEM=S COMPONENT=Z ORDER= 1 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE Sz -18.525 -18.525 SXY SYZ 0.42263E-02

-8.3326 -0.42226E-02

-8.3326 SET 2 USE LOAD STEP 2 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 2 SUBSTEP= 1 CUMULATIVE ITERATION=

TIME/FREQUENCY=

2.0000 TITLE= Pad, HE(1), 20 Casks, 515 Kips North (Z), Hard Rock (Ux,Uz)ESEL FOR LABEL= TYPE FROM 1 TO 1 BY 1 9056 ELEMENTS (OF SELECT 15348 DEFINED) SELECTED BY ESEL COMMAND.ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.11550 NODES (OF 17051 DEFINED) SELECTED FROM 9056 SELECTED ELEMENTS BY NELE COMMAND.

MAXIMUM VALUES OF SX SORT ON ITEM=S COMPONENT=X ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR NODE 5189 13213 SX -11.168 -11.168 NODE 8270 246 SX -11.431 -11.431 2 SY -6.3983 -6.3983 SXz -0.51567 0.51567 17 2 2 VALUES.

r ~ ENERCON r SERVICES, INC. Appendix SN-4 to Calculation PGE-009-CALC-003 PRINT S NODAL SOLUTION PER NODE NODE 6613 14637 SX 51.302 51.302 SY 157.21 157.21 Sz -66.515 -66.515 SXY 0.53611 -0.53611 NODE SORT REMOVED MINIMUM VALUES OF SX SORT ON ITEM=S COMPONENT=X ORDER= 1 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE SX -79.357 -79.357 SY -225.80 -225.80 Sz -26.741 -26.741 SXY SYZ -0.69893E-01

-21.422 0.69894E-01

-21.422 SXz 1.5479 -1.5479 NODE SORT REMOVED MAXIMUM VALUES OF SZ SORT ON ITEM=S COMPONENT=Z ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 4551 12575 SX 19.839 19.839 SY 22.789 22.789.Sz 75.567 75.567 SXY 0.58276 -0.58276 NODE SORT REMOVED MINIMUM VALUES OF SZ SORT ON ITEM=S COMPONENT=Z ORDER= 1 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE SX SY SZ SXY 14700 -42.415 -30.737 -195.71 -0.81781 Sheet 64 of 92 SYZ -25.956 -25.956 SXz -2.4615 2.4615 NODE 11085 3061 2 2 SYZ 64.106 64.106 SXz -7.8259 7.8259 2 SYZ 81.517 SXz 8.4243 ENERCON F SERVICES, INC. Appendix SN-4 to Calculation PGE-009-CALC-003 6676 -42.415-30.737-195.71 0.81781 81.517 Sheet 65 of 92 -8.4243 SET 3 USE LOAD STEP 3 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 3 SUBSTEP= 1 CUMULATIVE ITERATION=

TIME/FREQUENCY=

3.0000 TITLE= Pad, HE(1), 20 Casks, 515 Kips N 32.93 W (Z,X), Hard Rock (Ux,Uz)ESEL FOR LABEL= TYPE FROM 9056 ELEMENTS (OF 1!SELECT 1 TO 1 BY 1 5348 DEFINED) SELECTED BY ESEL COMMAND.ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.11550 NODES (OF 17051 DEFINED) SELECTED FROM 9056 SELECTED ELEMENTS BY NELE COMMAND.

MAXIMUM VALUES OF SX SORT ON ITEM=S COMPONENT=X ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 6626 5914 SX 70.139 69.779 SY -174.88 -175.27 Sz -72.816 -48.947 SXY -19.655 -19.804 NODE SORT REMOVED MINIMUM VALUES OF SX SORT ON ITEM=S COMPONENT=X ORDER= 1 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 13993 14705 SX -132.04 -126.42 SY -13.207 -13.477 SZ -56.730 -50.004 30 2 SYZ 22.783 20.712 SXZ -16.802 -6.3081 2 SXY 38.089 34.805 SYZ 5.5578 -2.0997 SXZ -50.903 -42.092 r~a rF SERVICES, INC. Appendix SN4 to Calculation PGE-009-CALC-003 Sheet 66 of 92 NODE SORT REMOVED MAXIMUM VALUES OF SZ SORT ON ITEM=S COMPONENT=Z ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 5263 4551 SX 21.055 21.644 SY 18.808 18.794 Sz 70.966 67.696 SXY 7.5106 7.3380 NODE SORT REMOVED MINIMUM VALUES OF SZ SORT ON ITEM=S COMPONENT=Z ORDER= 1 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 11120 14700 SX -79.934 -81.014 SY -26.428 -26.009 SZ -167.70 -167.12 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(1), 20 Casks, 515 Kips N 45 W (Z,X), Hard Rock (Ux,Uz)ESEL FOR LABEL= TYPE FROM 9056 ELEMENTS (OF IP SELECT 1 TO 1 BY 1 5348 DEFINED) SELECTED BY ESEL COMMAND.ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.17051 DEFINED) SELECTED FROM 2 SYZ 53.077 52.870 SXz 14.218 14.074 2 SXY 7.0785 1.2626 SYZ 69.534 66.078 SXz -43.823 -34.822 SET 4 36 11550 NODES (OF Sheet 67 of 92 E ENERCON F 3 NERVICONINC.

Appendix SN-4 to Calculation PGE-009-CALC-003 9056 SELECTED ELEMENTS BY NELE COMMAND.

MAXIMUM VALUES OF SX SORT ON ITEM=S COMPONENT=X ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 5202 4490 sx 81.003 80.956 SY -203.26 -203.10 Sz -53.144 -57.790 SXY -22.079 -22.145 NODE SORT REMOVED MINIMUM VALUES OF SX SORT ON ITEM=S COMPONENT=X ORDER= 1 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 13993 13992 SX -177.21 -170.75 SY -17.802 -24.256 Sz -57.098 -92.569 SXY 49.533 62.775 NODE SORT REMOVED MAXIMUM VALUES OF SZ SORT ON ITEM=S COMPONENT=Z ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 5908 5196 SX -42.692 -42.633 SY -14.481 -14.437 Sz 62 .745 62 .619 SXY 22.291 22.075 NODE SORT REMOVED MINIMUM VALUES OF SZ 2 SYZ 14.812 14.880 SXZ 0.29604 -0.28959 2 SYZ 1.2080 14.377 SXz -45.320 -48.339 2 SYZ 9.8032 9.4249 SXz 2.3045 2.9146 SENERCON F J1 SERVICES, INC. Appendix SN-4 to Calculation PGE-009-CALC-003 Sheet 68 of 92 SORT ON ITEM=S COMPONENT=Z ORDER= 1 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 11120 14700 SX -94.800 -93.742 SY -22.786 -22.299 Sz -137.59 -137.27 USE LOAD STEP 5 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 5 SUBSTEP= 1 CUMULATIVE ITERATION=

TIME/FREQUENCY=

5.0000 TITLE= Pad, HE(l), 20 Casks, 515 Kips N 57.07 W (Z,X), Hard Rock (Ux,Uz)ESEL FOR LABEL= TYPE FROM 9056 ELEMENTS (OF 1!SELECT 1 TO 1 BY 1 5348 DEFINED) SELECTED BY ESEL COMMAND.ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.11550 NODES (OF 17051 DEFINED) SELECTED FROM 9056 SELECTED ELEMENTS BY NELE COMMAND.

MAXIMUM VALUES OF SX SORT ON ITEM=S COMPONENT=X ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 5202 4490 SX 89.189 89.128 SY -224.23 -224.07 Sz -55.217 -59.431 SXY -23.212 -23.274 NODE SORT REMOVED MINIMUM VALUES OF SX 2 SXY 9.6219 1.3985 SYZ 59.551 56.150 SXz -51.300 -38.149 SET 5 42 2 SYZ 8.8550 9.0163 SXz 6.1429 5.2413 Sheet 69 of 92 F ENERCON SERVICES, INC. Appendix SN-4 to Calculation PGE-009-CALC-003 SORT ON ITEM=S COMPONENT=X ORDER= 1 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 13993 13992 SX -210.54 -206.20 SY -21.824 -26.710 Sz -52.592 -81.167 SXY 59.203 69.092 NODE SORT REMOVED MAXIMUM VALUES OF SZ SORT ON ITEM=S COMPONENT=Z ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 5908 5196 SX -44.104 -43.939 SY -42.229 -42.234 Sz 59.641 58.031 SXY 29.309 29.301 NODE SORT REMOVED MINIMUM VALUES OF SZ SORT ON ITEM=S COMPONENT=Z ORDER= 1 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 14700 11120 SX -102.39 -104.78 SY -17.807 -18.314 SZ -103 .50 -101.38 USE LOAD STEP 6 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= TIME/FREQUENCY=

6.0000 6 SUBSTEP=1 CUMULATIVE ITERATION=

2 SYZ -2.1325 12.879 SXz -32.894 -36.522 2 SYZ 0.97534 0.98912 SXZ 2.3666 1.2446 2 SXY 1.5046 12.029 SYZ 44.363 46.899 SXz -36.828 -50.356 SET 6 54 r J ENERCON F, 13 SERVICES, INC. Appendix SN-4 to Calculation PGE-009-CALC-003 Sheet 70 of 92 TITLE= Pad, HE(1), 20 Casks, 515 Kips West (W), Hard Rock (Ux,Uz) ESEL FOR LABEL= TYPE FROM 1 TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

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

MAXIMUM VALUES OF SX SORT ON ITEM=S COMPONENT=X SORT COMPLETED FOR 2 VALUES. PRINT S NODAL SOLUTION PER NODE NODE SX SY 5202 93.630 -238.62 5203 93.630 -238.62 NODE SORT REMOVED ORDER= 0 KABS= 0 NMAX=Sz 51.986 51.986 SXY -21.409 -21.409 SYZ -8.4675 8.4676 MINIMUM VALUES OF SX SORT ON ITEM=S COMPONENT=X SORT COMPLETED FOR 2 VALUES. PRINT S NODAL SOLUTION PER NODE NODE SX SY 13281 -244.35 -28.146 -f 13280 -244.35 -28.146 -K NODE SORT REMOVED ORDER= 1 KABS= 0 NMAX=SZ 52.055 52.054 SXY 74.374 74.374 SYZ -8.6190 8.6200 MAXIMUM VALUES OF SZ SORT ON ITEM=S COMPONENT=Z SORT COMPLETED FOR 2 VALUES. PRINT S NODAL SOLUTION PER NODE ORDER= 0 KABS= 0 NMAX=2 SXZ 20.693 -20.694 2 SXZ 2.3904 -2.4166 2 Sheet 71 of 92 F 'JENERCON SERVICES, INC. Appendix SN-4 to Calculation PGE-009-CALC-003 NODE 14650 11783 SX -76.058 -76.059 SY 152.89 152.89 Sz 51.737 51.721 SXY -27.150 -27.151 SYZ 11.010 -11.012 SXz 35.856 -35.859 NODE SORT REMOVED MINIMUM VALUES OF SZ SORT ON ITEM=S COMPONENT=Z ORDER= 1 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE SX -54.233 -54.214 SY -232.45 -232.45 SET 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(1), 20 Casks, 206 Kips North (z), Max Up, Hard Rock (Ux,Uz)ESEL FOR LABEL= TYPE FROM 1 TO 1 BY 9056 ELEMENTS (OF SELECT 15348 DEFINED) SELECTED BY ESEL COMMAND.ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.11550 NODES (OF 17051 DEFINED) SELECTED FROM 9056 SELECTED ELEMENTS BY NELE COMMAND.

MAXIMUM VALUES OF SX SORT ON ITEM=S COMPONENT=X ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE SZ SXY NODE 11808 14677 2 Sz -76.659 -76.640 SXY -21.413 -21.411 SYZ 9.3562 -9.3609 SXZ -46.009 46.011 74 2 SYZ SXZ NODE SX SY r 'j ENERCON r. A SERVICES, INC. Appendix SN4 to Calculation PGE-009-CALC-003 6613 19.536 14637 19.531 60.251 60.251-23.002 -22.996 0.22378 -0.22378-9.2519 -9.2522 Sheet 72 of 92-1.3059 1.3036 NODE SORT REMOVED MINIMUM VALUES OF SX SORT ON ITEM=S COMPONENT=X ORDER= 1 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE SX -29.372 -29.368 SY -93.444 -93.444 SZ 11.463 11.455 SXY SYZ -0.28307E-01

-8.6666 0.30983E-01

-8.6682 SXZ -0.83671 0.83298 NODE SORT REMOVED MAXIMUM VALUES OF SZ SORT ON ITEM=S COMPONENT=Z ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 5263 13287 SX 6.6529 6.6529 SY 8.7057 8.7057 Sz 31.409 31.407 SXY 0.29036 -0.29033 NODE SORT REMOVED MINIMUM VALUES OF SZ SORT ON ITEM=S COMPONENT=Z ORDER= 1 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE Sz -56.076 -56.076 SXY 0.54439E-02

-0.54417E-02 NODE 3061 11085 2 2 SYZ 25.201 25.201 SXz -3.5719 3.5717 NODE 8259 235 SX -16.304 -16.304 2 SY -13.238 -13.238 SYZ 29.613 29.613 SXz 0.53943 -0.53946 Sheet 73 of 92 F I ENERCON F 3 SERVICES, INC. Appendix SN4 to Calculation PGE-009-CALC-003 SET 8 USE LOAD STEP 8 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 8 SUBSTEP= 1 CUMULATIVE TIME/FREQUENCY=

8.0000 TITLE= Pad, HE(1), 20 Casks, 206 Kips West (X), Max Up, Hard ESEL FOR LABEL= TYPE FROM 1 TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL SELECT *ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 11550 NODES (OF 17051 DEFINED) SELECTED FROM 9056 SELECTED ELEMENTS BY NELE COMMAND.ITERATION=

Rock (Ux,Uz) COMMAND.MAXIMUM VALUES OF SX SORT ON ITEM=S COMPONENT=X ORDER= 0 KABS= 0 NMAX= 2 SORT COMPLETED FOR 2 VALUES. PRINT S NODAL SOLUTION PER NODE NODE SX SY SZ SXY SYZ SXZ 5202 38.641 -98.725 -21.364 -8.6100 -3.4036 8.4382 5203 38.641 -98.725 -21.364 -8.6100 3.4036 -8.4383 NODE SORT REMOVED MINIMUM VALUES OF SX SORT ON ITEM=S COMPONENT=X SORT COMPLETED FOR 2 VALUES. PRINT S NODAL SOLUTION PER NODE NODE SX SY 13281 -86.258 -11.678 -: 13280 -86.257 -11.678 -: NODE SORT REMOVED ORDER= 1 KABS= 0 NMAX=SZ 21.027 21.027 SXY 32.030 32.030 SYZ -3.5431 3.5436 90 2 SXZ 0.97519 -0.98162 Sheet 74 of 92 r JENERCON F A SERVICES, INC. Appendix SN-4 to Calculation PGE-009-CALC-003 MAXIMUM VALUES OF SZ SORT ON ITEM=S COMPONENT=Z ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 5228 5229 SX -14.364 -14.364 SY 58.419 58.419 Sz 18.703 18.703 SXY -5.8899 -5.8899 NODE SORT REMOVED MINIMUM VALUES OF SZ SORT ON ITEM=S COMPONENT=Z ORDER= 1 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 11808 14677 SX -12.653 -12.632 SY -96.231 -96.218 Sz -31. 236 -31.210 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)ESEL FOR LABEL= TYPE FROM 9056 ELEMENTS (OF 1!SELECT 1 TO I BY 1 5348 DEFINED) SELECTED BY ESEL COMMAND.ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.11550 NODES (OF 17051 DEFINED) SELECTED FROM 9056 SELECTED ELEMENTS BY NELE COMMAND.MAXIMUM VALUES OF Sx 2 SYZ -3.1589 3.1589 SXz -7.2798 7.2795 2 SXY -7.1429 -7.1463 SYZ 3.6824 -3.6851 SXz -17.376 17.372 SET 8 Sheet 75 of 92 F I ENERCON SERVICES, INC. Appendix SN-4 to Calculation PGE-009-CALC-003 SORT ON ITEM=S COMPONENT=X ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 3758 11782 SX 40.286 40.285 SY -126.29 -126.29 Sz -32.742 -32.741 SXY -7.8213 7.8208 NODE SORT REMOVED MINIMUM VALUES OF SX SORT ON ITEM=S COMPONENT=X ORDER= 1 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE SX -43.072 -43 .072 SY -161.94 -161.94 Sz 34.201 34.201 SXY SYZ 0.18788E-02

-12.863 -0.18984E-02

-12.863 SXz -0.79760 0.79759 NODE SORT REMOVED MAXIMUM VALUES OF SZ SORT ON ITEM=S COMPONENT=Z ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 13953 5929 SX -40.066 -40.064 SY -161.54 -161.54 Sz 37.201 37.200 SXY -1.0319 1.0315 NODE SORT REMOVED MINIMUM VALUES OF SZ SORT ON ITEM=S COMPONENT=Z ORDER= 1 KABS= 0 NMAX=SORT COMPLETED FOR 2 SYz 9.0039 9.0039 SXz 1.8540 -1.8535 NODE 1639 9663 2 2 SYZ -12.720 -12.719 SXz 3.8669 -3.8671 2 2 VALUES.

r ENERCON r. 3 SERVICES, INC. Appendix SN-4 to Calculation PGE-009-CALC-003 PRINT S NODAL SOLUTION PER NODE NODE 235 8259 SX -28.426 -28.426 SY -21.578 -21.578 SZ -77.207 -77.207 SXY -0.31759E-01 0.31737E-01 SET 10 USE LOAD STEP 10 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 10 SUBSTEP= 1 CUMULATIVE ITERATION=

99 TIME/FREQUENCY=

10.000 TITLE= Pad, HE(3), 20 Casks, 171.2 Kips West (X), Max Dn, Hard Rock (Ux,Uz)ESEL FOR LABEL= TYPE FROM 9056 ELEMENTS (OF 1 SELECT 1 TO 1 BY 1 5348 DEFINED) SELECTED BY ESEL COMMAND.ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.11550 NODES (OF 17051 DEFINED) SELECTED FROM 9056 SELECTED ELEMENTS BY NELE COMMAND.

MAXIMUM VALUES OF SX SORT ON ITEM=S COMPONENT=X ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 5202 5203 SX 62.413 62.413 SY -181.67 -181.67 SZ -32.736 -32.736 SXY -11.224 -11.224 NODE SORT REMOVED MINIMUM VALUES OF SX SORT ON ITEM=S COMPONENT=X ORDER= 1 KABS= 0 NMAX=SORT COMPLETED FOR Sheet 76 of 92 SYZ 42.598 42.598 SXz 0.52436 -0.52436 2 SYZ -3.1968 3.1968 SXz 12.301 -12.301 2 2 VALUES.

F j ENERCON SERVICES, INC. Appendix SN-4 to Calculation PGE-009-CALC-003 PRINT S NODAL SOLUTION PER NODE NODE 13280 13281 SX -70.913 -70.913 SY -21.821 -21.821 Sz -29.892 -29.892 SXY 41.045 41.045 NODE SORT REMOVED MAXIMUM VALUES OF SZ SORT ON ITEM=S COMPONENT=Z ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 5188 5218 SX -17.492 -17.492 SY -123.96 -123.96 SZ 27.526 27.526 SXY 7.7771 7.7771 NODE SORT REMOVED MINIMUM VALUES OF SZ SORT ON ITEM=S COMPONENT=Z ORDER= 1 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 11097 8232 SX 37.162 37.162 SY -178.81 -178.81 Sz -42.584 -42.584 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), Hard Rock (Ux,Uz)ESEL FOR LABEL= TYPE FROM Sheet 77 of 92 SYZ 5.6955 -5.6955 SXz -4.5348 4.5349 2 SYZ 9.1504 -9.1504 SXz -11.534 11.534 2 SXY -12.242 -12.242 SYZ -3.1386 3.1386 SXz 17.365 -17.365 SET 11 117 1 TO 1 BY 1 ENERCON F. A SERVICES, INC. Appendix SN-4 to Calculation PGE-009-CALC-003 9056 ELEMENTS (OF SELECT Sheet 78 of 92 15348 DEFINED) SELECTED BY ESEL COMMAND.ALL NODES HAVING ANY-ELEMENT IN ELEMENT SET.11550 NODES (OF 17051 DEFINED) SELECTED FROM 9056 SELECTED ELEMENTS BY N4ELE COMMAND.

MAXIMUM VALUES OF SX SORT ON ITEM=S COMPONENT=X ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 14637 6613 SX 42.679 42.678 SY 130.50 130.50 SZ -59.968 -59.971 SXY -0.51380 0.51419 NODE SORT REMOVED MINIMUM VALUES OF SX SORT ON ITEM=S COMPONENT=X ORDER= 1 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE SX -68.833 -68.814 SY -196.86 -196.86 SZ -20.734 -20.713 SXY SYZ 0.54994E-01

-17.653 -0.62923E-01

-17.655 SXZ -1.4274 1.4247 NODE SORT REMOVED MAXIMUM VALUES OF SZ SORT ON ITEM=S COMPONENT=Z ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 4551 12575 SX 16.141 16.141 SY 19.013 19.013 2 SYZ -21.757 -21.757 SXZ 2.3783 -2.3816 NODE 3061 11085 2 2 SZ 63.009 63.009 SXY 0.53474 -0.53474 SYZ 54.151 54.151 SXz -7.3208 7.3208 ENERCON F. A SERVICES, INC. Appendix SN-4 to Calculation PGE-009-CALC-003 NODE SORT REMOVED MINIMUM VALUES OF SZ SORT ON ITEM=S COMPONENT=Z ORDER= 1 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 14700 6676 SX -36.883 -36.879 SY -26.788 -26.788 Sz -166.07 -166.06 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)ESEL FOR LABEL= TYPE FROM 9056 ELEMENTS (OF 1i SELECT 1 TO 1 BY 1 5348 DEFINED) SELECTED BY ESEL COMMAND.ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.11550 NODES (OF 17051 DEFINED) SELECTED FROM 9056 SELECTED ELEMENTS BY NELE COMMAND.

MAXIMUM VALUES OF SX SORT ON ITEM=S COMPONENT=X ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 6626 5202 SX 61.690 61.375 SY -154.03 -154.19 Sz -61.076 -42.389 NODE SORT REMOVED Sheet 79 of 92 2 SXY -0.72446 0.72411 SYZ 71.136 71.137 SXz 7.9379 -7.9356 SET 12 2 SXY -16.917 -17.269 SYZ 19.714 17.421 SXz -13.721 -4.6479 r ~ ENERCON r 3SERVICES, INC. Appendix SN-4 to Calculation PGE-009-CALC-003 MINIMUM VALUES OF SX SORT ON ITEM=S COMPONENT=X ORDER= 1 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 13993 14705 SX -110.92 -110.78 SY -11.856 -11.937 Sz -45.993 -47.860 SXY 33.880 30.762 NODE SORT REMOVED MAXIMUM VALUES OF SZ SORT ON ITEM=S COMPONENT=Z ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 5263 4551 SX 17.374 17.836 SY 15.613 15.605 Sz 59.888 56.607 SXY 6.6363 6.5017 NODE SORT REMOVED MINIMUM VALUES OF SZ SORT ON ITEM=S COMPONENT=Z ORDER= 1 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 14700 11120 SX -71.316 -65.433 SY -22.614 -23.279 SZ -147.22 -142.19 Sheet 80 of 92 2 SYZ 5.7097 -1.6329 SXz -41.193 -36.412 2 SYZ 44.719 44.543 SXZ 11.732 11.526 2 SXY 1.2719 6.8166 SYZ 57.637 61.057 SXz -29.901 -35.877 SET 13 F 'J ENERCON SERVICES, INC. Appendix SN-4 to Calculation PGE-009-CALC-003 USE LOAD STEP 13 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 13 SUBSTEP= 1 CUMULATIVE ITERATION=

TIME/FREQUENCY=

13.000 TITLE= Pad, LTSP(2), 20 Casks, 440 Kips N 45 W (Z,X), Hard Rock (Ux,Uz) ESEL FOR LABEL= TYPE FROM 1 TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 11550 NODES (OF 17051 DEFINED) SELECTED FROM 9056 SELECTED ELEMENTS BY NELE COMMAND.MAXIMUM VALUES OF SX SORT ON ITEM=S COMPONENT=X SORT COMPLETED FOR 2 VALUES. PRINT S NODAL SOLUTION PER NODE NODE SX SY 5202 71.093 -178.28 4490 71.060 -178.14 NODE SORT REMOVED ORDER= 0 KABS= 0 NMAX=Sz 45.611 49.912 SXY -19.003 -19.058 SYZ 12.831 12.895 MINIMUM VALUES OF SX SORT ON ITEM=S COMPONENT=X SORT COMPLETED FOR 2 VALUES. PRINT S NODAL SOLUTION PER NODE NODE SX SY 13993 -150.79 -15.613 13992 -144.05 -21.269 NODE SORT REMOVED ORDER= 1 KABS= 0 NMAX=Sz 48.425 77.455 SXY 43.965 55.568 SYZ 1.6708 13.210 MAXIMUM VALUES OF SZ COMPONENT=Z ORDER= 0 KABS= 0 NMAX=Sheet 81 of 92 135 2 SXz 0.27275 -0.24600 2 SXZ -37.681 -40.110 SORT ON ITEM=S 2 r F. ASERVICES, INC. Appendix SN-4 to Calculation PGE-009-CALC-003 SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 5908 5196 SX -35.943 -35.894 SY -14.091 -14.064 NODE SORT REMOVED MINIMUM VALUES OF SZ SORT ON ITEM=S COMPONENT=Z ORDER= 1 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 14700 11120 SX -82.901 -76.542 SY -19.430 -20.220 SZ -121.91 -116.34 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)ESEL FOR LABEL= TYPE FROM 9056 ELEMENTS (OF 1!SELECT 1 TO I BY 1 3348 DEFINED) SELECTED BY ESEL COMMAND.ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.11550 NODES (OF 17051 DEFINED) SELECTED FROM 9056 SELECTED ELEMENTS BY NELE COMMAND.

MAXIMUM VALUES OF SX COMPONENT=X ORDER= 0 KABS= 0 NMAX=2 Sheet 82 of 92 Sz 54.197 53.713 SXY 19.846 19.692 SYZ 7.8017 7.5087 SXz 1.8671 2.1937 2 SXY 1.4171 9.2994 SYZ 48.996 52.213 SXz -33.034 -42.206 SET 14 SORT ON ITEM=S Sheet 83 of 92 F SERVICES, INC. Appendix SN-4 to Calculation PGE-009-CALC-003 SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 5202 4490 SX 78.183 78.136 SY -196.22 -196.08 Sz -47.350 -51.193 SXY -19.961 -20.013 NODE SORT REMOVED MINIMUM VALUES OF SX SORT ON ITEM=S COMPONENT=X ORDER= 1 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 13993 13992 SX -180.85 -176.64 SY -19.073 -23.260 Sz -46.276 -70.180 SXY 52.191 60.785 NODE SORT REMOVED MAXIMUM VALUES OF SZ SORT ON ITEM=S COMPONENT=Z ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 5908 5196 SX -37.031 -36.897 SY -37.815 -37.825 Sz 51.355 49.815 SXY 25.879 25.890 NODE SORT REMOVED MINIMUM VALUES OF SZ SORT ON ITEM=S COMPONENT=Z ORDER= 1 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE Sz SXY SYZ 7.6936 7.8369 SXz 5.3227 4.5308 2 SYZ -1.6007 11.507 SXz -27.343 -30.499 2 SYZ 0.24554 0.26473 SXz 1.8807 0.84129 2 SYZ SXZ NODE SX SY r ' ENERCON a SERVICES, INC. Appendix SN4 to Calculation PGE-009-CALC-003 14700 -90.889 13988 -96.060-15.582 -15.574-93.065 -88.115 1.5331 2.0871 38.774 39.991 Sheet 84 of 92 -31.974 -35.947 SET 15 USE LOAD STEP 15 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 15 SUBSTEP= 1 CUMULATIVE ITERATION=

TIME/FREQUENCY=

15.000 TITLE= Pad, LTSP(2), 20 Casks, 440 Kips West (X), Hard Rock (Ux,Uz)ESEL FOR LABEL= TYPE FROM 9056 ELEMENTS (OF 1 SELECT 1 TO 1 BY 1 5348 DEFINED) SELECTED BY ESEL COMMAND.ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.11550 NODES (OF 17051 DEFINED) SELECTED FROM 9056 SELECTED ELEMENTS BY NELE COMMAND.

MAXIMUM VALUES OF SX SORT ON ITEM=S COMPONENT=X ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 5202 5203 Sx 82.104 82.104 SY -208.54 -208.54 Sz -44.559 -44.559 SXY -18.421 -18.421 NODE SORT REMOVED MINIMUM VALUES OF SX SORT ON ITEM=S COMPONENT=X ORDER= 1 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE SX SY SZ 13281 -209.84 -24.484 -46.681 153 2 SYZ -7.2583 7.2584 SXz 17.902 -17.903 2 SXY 65.191 SYZ -7.5052 SXZ 2.1529 F S4ENERCON SERVICES, INC. Appendix SN-4 to Calculation PGE-009-CALC-003 13280 -209.84 NODE SORT REMOVED-24.484-46.680 65.191 7.5057 Sheet 85 of 92 -2 .1724 MAXIMUM VALUES OF SZ SORT ON ITEM=S COMPONENT=Z ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 5228 5229 SX -30.494 -30.494 SY 127.14 127.14 Sz 41.181 41.181 SXY -12.481 -12.481 NODE SORT REMOVED MINIMUM VALUES OF SZ SORT ON ITEM=S COMPONENT=Z ORDER= 1 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 11808 14677 SX -45.925 -45.918 SY -203.02 -203.02 SZ -68.023 -67.975 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)ESEL FOR LABEL= TYPE FROM 9056 ELEMENTS (OF 1!1 TO 1 BY 1 5348 DEFINED) SELECTED BY ESEL COMMAND.ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.2 SYZ -6.7357 6.7358 SXz -15.677 15.676 2 SXY -17.934 -17.929 SYZ 8.0588 -8.0597 SXz -38.124 38.121 SET 16 SELECT ENERCON F A SERVICES, INC. Appendix SN4 to Calculation PGE-009-CALC-003 Sheet 86 of 92 11550 NODES (OF 17051 DEFINED) SELECTED FROM 9056 SELECTED ELEMENTS BY NELE COMMAND.

MAXIMUM VALUES OF SX SORT ON ITEM=S COMPONENT=X ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 14637 6613 SX 16.750 16.749 SY 51.856 51.856 Sz -26.346 -26.347 SXY -0.22839 0.22834 NODE SORT REMOVED MINIMUM VALUES OF SX SORT ON ITEM=S COMPONENT=X ORDER= 1 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE SX -28.223 -28.223 SY -79.034 -79.034 SZ -11.116 -11.116 SXY SYZ -0.26730E-01

-6.9579 0.26742E-01

-6.9578 SXz 0.63234 -0.63357 NODE SORT REMOVED MAXIMUM VALUES OF SZ SORT ON ITEM=S COMPONENT=Z ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 7070 15094 SX 1.7967 1.7930 SY -0.86960 -0.85489 SZ 24.866 24 .863 SXY 0.94872 -0.95708 NODE SORT REMOVED MINIMUM VALUES OF SZ 2 SYZ -8.6608 -8.6609 SXz 1.0512 -1.0515 NODE 11085 3061 2 2 SYZ 11.361 11.369 SXz -5.0802 5.0831 S ENERCON r. 3SERVICES, INC. Appendix SN-4 to Calculation PGE-009-CALC-003 Sheet 87 of 92 SORT ON ITEM=S COMPONENT=Z ORDER= 1 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 6676 14700 SX -15.125 -15.120 SY -10.715 -10.717 Sz -70.036 -70.033 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)ESEL FOR LABEL= TYPE FROM 1 TO 1 BY 1 9056 ELEMENTS (OF SELECT 15348 DEFINED) SELECTED BY ESEL COMMAND.ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.11550 NODES (OF 17051 DEFINED) SELECTED FROM 9056 SELECTED ELEMENTS BY NELE COMMAND.

MAXIMUM VALUES OF SX SORT ON ITEM=S COMPONENT=X ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 5202 5203 Sx 33.380 33.380 SY -83.919 -83.919 Sz -17.563 -17.563 SXY -7.3354 -7.3354 NODE SORT REMOVED MINIMUM VALUES OF SX 2 SXY 0.31823 -0.31936 SYZ 28.699 28.699 SXZ -3.5010 3.4995 SET 17 2 SYZ -2.9092 2.9093 SXZ 7.1723 -7.1727 ENERCON F A SERVICES, INC. Appendix SN-4 to Calculation PGE-009-CALC-003 Sheet 88 of 92 SORT ON ITEM=S COMPONENT=X ORDER= 1 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 13281 13280 SX -86.687 -86.687 SY -9.8367 -9.8366 Sz -19.444 -19.445 SXY 26.245 26.245 NODE SORT REMOVED MAXIMUM VALUES OF SZ SORT ON ITEM=S COMPONENT=Z ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 5228 5229 SX -12.451 -12.451 SY 50.490 50.490 Sz 16.501 16.501 SXY -4.8444 -4.8445 NODE SORT REMOVED MINIMUM VALUES OF SZ SORT ON ITEM=S COMPONENT=Z ORDER= 1 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 11808 14677 SX -20.489 -20.483 SY -81.579 -81.579 Sz -27.855 -27.829 USE LOAD STEP 18 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP=2 SYZ -3.0186 3.0175 SXz 0.87537 -0.88506 2 SYZ -2.6933 2.6934 SXz -6.2464 6.2455 2 SXY -7.1468 -7.1441 SYZ 3.2384 -3.2386 SXz -15.220 15.217 SET 18 18 SUBSTEP=1 CUMULATIVE ITERATION=

226 Sheet 89 of 92 F ENERCON SERVICES, INC. Appendix SN-4 to Calculation PGE-009-CALC-003 TIME/FREQUENCY=

18.000 TITLE= Pad, LTSP(4), 20 Casks, 156 Kips North (Z), Max Up, Hard Rock (Ux,Uz) ESEL FOR LABEL= TYPE FROM 1 TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

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

MAXIMUM VALUES OF SX SORT ON ITEM=S COMPONENT=X SORT COMPLETED FOR 2 VALUES. PRINT S NODAL SOLUTION PER NODE NODE SX SY 14637 15.458 50.688 -; 6613 15.449 50.688 -; NODE SORT REMOVED ORDER= 0 KABS= 0 NMAX=Sz 24.720 24.728 SXY -0.19555 0.19597 SYZ -7.9033 -7.9040 MINIMUM VALUES OF SX SORT ON ITEM=S COMPONENT=X SORT COMPLETED FOR 2 VALUES. PRINT S NODAL SOLUTION PER NODE NODE SX SY 3061 -25.109 -65.282 11085 -25.080 -65.283 NODE SORT REMOVED ORDER= 1 KABS= 0 NMAX=Sz 14.942 14.922 SXY SYZ 0.60337E-01

-6.4078 -0.61275E-01

-6.4024 MAXIMUM VALUES OF SZ SORT ON ITEM=S COMPONENT=Z SORT COMPLETED FOR 2 VALUES. PRINT S NODAL SOLUTION PER NODE ORDER= 0 KABS= 0 NMAX=2 SXZ 0.86984 -0.88026 2 SXz -0.58732 0.57421 2 C I ENERCON F SERVICES, INC. Appendix SN-4 to Calculation PGE-009-CALC-003 NODE 7070 15094 SX 1.1900 1.1812 SY -0.74137 -0.74227 Sz 23.170 23.152 SXY 0.93881 -0.93573 SYZ 9.4631 9.4631 Sheet 90 of 92 Sxz -5.0196 5.0300 NODE SORT REMOVED MINIMUM VALUES OF SZ SORT ON ITEM=S COMPONENT=Z ORDER= 1 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 6676 14700 SX -12.876 -12.850 SY -9.0033 -9.0035 Sz -65.900 -65.871 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)ESEL FOR LABEL= TYPE FROM 9056 ELEMENTS (OF 1 SELECT 1 TO I BY 1 5348 DEFINED) SELECTED BY ESEL COMMAND.ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.11550 NODES (OF 17051 DEFINED) SELECTED FROM 9056 SELECTED ELEMENTS BY NELE COMMAND.

MAXIMUM VALUES OF SX SORT ON ITEM=S COMPONENT=X ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE 2 SXY 0.28647 -0.28431 SYZ 24.131 24.136 SXz -2.9508 2.9312 SET 19 2 F I ENERCON SERVICES, INC. Appendix SN-4 to Calculation PGE-009-CALC-003 NODE 5202 5203 SX 28.067 28.067 SY -68.891 -68.891 Sz -14.625 -14.625 SXY -6.1858 -6.1857 SYZ -2.5613 2.5613 Sheet 91 of 92 SXz 6.0540 -6.0544 NODE SORT REMOVED MINIMUM VALUES OF SX SORT ON ITEM=S COMPONENT=X ORDER= 1 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 13280 13281 SX -80.912 -80.912 SY -8.2001 -8.2000 Sz -16.049 -16.049 SxY 21.695 21.695 NODE SORT REMOVED MAXIMUM VALUES OF SZ SORT ON ITEM=S COMPONENT=Z ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 14650 11783 SX -25.366 -25.366 SY 49.938 49.938 Sz 16.442 16.429 SXY -8.7409 -8.7410 NODE SORT REMOVED MINIMUM VALUES OF SZ SORT ON ITEM=S COMPONENT=Z ORDER= 1 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT S NODAL SOLUTION PER NODE NODE 11808 14677 SX -23.540 -23.535 SY -66.773 -66.774 Sz -23.131 -23.110 2 SYz 2.5105 -2.5100 SXZ -0.65952 0.64511 2 SYZ 3.5046 -3.5054 SXZ 11.715 -11.717 2 SXY -6.4720 -6.4703 SYZ 2.8113 -2.8126 SXz -15.049 15.050 r i4 ENERCON F A SERVICES, INC. Appendix SN-4 to Calculation PGE-009-CALC-003 15348 ELEMENTS (OF 17051 NODES (OF 15348 DEFINED) SELECTED BY EALL COMMAND.

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

- - - - ROUTINE COMPLETED

- - - - CP =*** NOTE *** CP= 124.399 A total of 1 warnings and errors written to dcslabs4.err.

TIME= 12:18:09 Sheet 92 of 92 124.399

ML020290342

Text

Navigation menu

Search