ML020290037

Part 4 of 22, Diablo Canyon Independent Spent Fuel Storage Installation, Submittal of Non-Proprietary Calculation Packages, Calculation No. PGE-009-CALC-003

ML020290037
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: ML020290037 (233)

Text

NON-PROPRIETARY CALCULATIONS Book 2 of 8 Attachments to PG&E Letter DIL-01-004 Dated December 21, 2001 boo -3,-J)d ý-AO(4- ý21 I Calc. No. PGE-009-CALC-003 ENGINEERING CALCULATION Rev. 2 COVER SHEET ENERCON SERVICES, INC. Sheet 1 of 89 Title: ISFSI Cask Storage Pad Seismic Analysis Client: PG&E Job No. PGE-009 Purpose Of Calculation:

The purpose of this calculation is to compute the size and thickness of the ISFSI Cask Storage Pads and to compute the moments within the storage pad for the controlling seismic load combinations specified for the site. Analyses are in compliance with the seismic load combinations, as set forth, in References 2, 3, 8 and 9 for load combinations, which involve Hosgri and Long-Term Seismic Program earthquakes.

The ISFSI Facility will contain (7) pads, which will support (20) HI-Storm Storage Casks per pad. The storage casks are arranged in a 5 x 4 array and are located on 17-0" centers. The results of the analyses indicate that a pad, 105'-0" (N-S direction) x 68'-0" (E-W direction) x 7'6" thick (nominal), is acceptable for the storage casks and the seismic loads. This Calculation considers load combinations for the sequencing of cask placements, but does not consider load conditions other than seismic (e.g., curing temperatures and shrinkage).

The results from this Calculation will be used in Calculation No. PGE-009-CALC-007 to evaluate the concrete per the design codes and to determine the size of steel reinforcement.

NOTE: This Calculation is furnished as part of PG&E Contract No. 4600010841, Change Order No. 001 Scope Of Revision:

Revised references 4 and 7 to latest revision.Revision Impact On Results: No impact.Z Safety Related [] Non-Safety Related D] Preliminary Calculation Z Final Approvals (Print ame and Sign) Originator S.C. TUMMINELLI Date December 14, 2001 Reviewer Verification Engineer K.L. WHITMO Date December 14, 2001 Approver R.F. EVERS Date December 14, 2001 SHEET 2 OF 89 ENGINEERING CALCULATION 0 REVISION STATUS SHEET ENERCON SERVICES, INC. CALCULATION NO. PGE-009-CALC-003 ENGINEERING CALCULATION REVISION

SUMMARY

REVISION NO. DATE DESCRIPTION 0 5/25/01 Initial Issue 1 11/30/01 General Revision 2 12/14/01 Revised references 4 and 7 to latest revision CALCULATION SHEET REVISION STATUS SHEET NO. REVISION NO. SHEET NO. REVISION NO. All 1 8 2 APPENDIX AND ATTACHMENT REVISION STATUS APPENDIX ISSUE REV. REISSUE APPENDIX ISSUE REV. REISSUE NUMBER DATE DATE DATE NUMBER DATE DATE DATE AL-1 5/25/01 11/30/01 MD-3 5/25/01 11/30/01 DN-1 5/25/01 11/30/01 MD-4 11/30/01 DN-2 5/25/01 11/30/01 RL-1 5/25/01 11/30/01 DN-3 5/25/01 11/30/01 RL-2 5/25/01 11/30/01 DN-4 5/25/01 11/30/01 RL-3 11/30/01 DN-5 11/30/01 RL-4 11/30/01 DN-6 11/30/01 RL-5 11/30/01 DN-7 11/30/01 RL-6 11/30/01 DP-1 5/25/01 11/30/01 SN-1 5/25/01 11/30/01 EN-1 11/30/01 SN-2 5/25/01 11/30/01 FC-1 11/30/01 SN-3 5/25/01 11/30/01 FC-2 11/30/01 SN-4 5/25/01 11/30/01 LT-1 11/30/01 SN-5 5/25/01 11/30/01 MD-1 5/25/01 11/30/01 SN-6 5/25/01 11/30/01 MD-2 5/25/01 11/30/01 SHEET 3 OF 89 JOB. NO. PGE-009 DATE December 14, 2001 PROJECT DCPP ISFSI "M ISFSI Cask Storage Pad Seismic Analysis CLIENT PG&E-DCPP ORIGINATOR S. C. Tumminelli ENERCON SERVICES, INC. REVIEWER K. L. Whitmore APPROVED R. F. Evers CALCULATION NO. PGE-009-CALC-003 REVISION 2 Method of Review: The calculation has been independently reviewed in accordance with the requirements of ENERCON Corporate Standard Procedure 3.01. The independent verification of the calculation was performed by a detailed review and check of the entire calculation.

This included verification of inputs, methodology, results and conclusions as well as a check of the mathematical accuracy of the computations.

Results: The calculation has been independently verified to be mathematically correct and to be performed in accordance with license and design basis requirements and applicable codes, Inputs are appropriate and are obtained from verified source documents.

The calculation is sufficiently documented and detailed to permit independent verification.

No assumptions are made other than conservative simplifying assumptions which are identified and do not require confirmation.

The methodology used is appropriate and consistent with the purpose of the calculation.

With the exception of the use of non-linear contact elements between the bottom of the concrete support pad and the surface of the rock, the analysis documented in this calculation is a straightforward, first order linear static analysis.

The analysis is performed using ANSYS, a computer analysis code that is in widespread use throughout the nuclear industry and that is known to produce accurate results when utilized appropriately.

The use of the non-linear contact elements has been separately verified in computer verification and validation report PGE-009-VVR-003.

These elements are designed to transfer compression loads from the concrete pad to the rock but to not transfer any tension loads across the surface. This allows the pad to lift free from the rock in the model if the loads and geometry indicate that liftoff should occur. As documented in PGE-009-VVR-003, these elements have been shown to produce results that are consistent with theoretical values and hand calculations.

Thus, the use of these elements in the analysis produces appropriate results.

As indicated in Appendix MD-3, the boundary conditions used in the model are appropriate and do not appreciably affect the results of the analysis.

The three directional components of the earthquake load are applied in a conservative and realistic manner that adequately captures the expected behavior during an actual earthquake.

Thus, the analysis has been independently verified to be technically correct and to be consistent with license and design basis requirements.

The results and conclusions accurately reflect the findings of the calculation.

Thus, the concrete pad has been shown to be of an adequate size to support 20 fully loaded spent fuel storage casks during a seismic event at Diablo Canyon Power Plant.

ENERCON SERVICES, INC. Table of Contents SHEET 4 OF 89 JOB. NO. PGE-009 DATE November 30, 2001 PROJECT DCPP ISFSI SUBJECT ISFSI Cask Storage Pad Seismic Analysis CLIENT PG&E-DCPP ORIGINATOR S. C. Tumminelli REVIEWER K. L. Whitmore APPROVED R. F. Evers CALCULATION NO. PGE-009-CALC-003 REVISION 1 Body of calculation ISFSI Pad Seismic Analysis References Pad ANSYS Static Model Construction Description Concrete Pad Rock Casks Material Numbers Contact Elements Constraint Equations Boundary Conditions Gravity and Seismic Loads Analysis Results Pad Response -Displacements and Stresses Pad Response -Internal Forces Rock Bearing Pressures Pad Response at Reduced Concrete Density Pad Response for Cask Placement Sequence Pad Response for Cask Extraction Effects of Poisson's Ratio of the Rock Summary and Conclusions Appendices:

MD-1 MD-2 MD-3 MD-4 Cask Centerline Nodes Cask/Embedment Structure Frequency Boundary Condition Study Pad Strips for Internal Force Calculations AL-1 Calculation and Application of Loads RL-1 RL-3 RL-4 RL-5 RL-6 Reaction Loads Reaction Loads -90% Pad Density Reaction Loads -Cask Placement Sequence Reaction Loads -Cask Extraction Reaction Loads -Soft Rock with Nu = 0.23 DN-1 Maximum Pad Displacements DN-2 Maximum Cask Displacements 5 pages 7 pages 12 pages 51 pages 25 pages 109 pages 31 pages 151 pages 17 pages 12 pages 63 pages 54 pages ENERCON SERVICES, INC.SHEET 5 OF 89 JOB. NO. PGE-009 DATE November 30, 2001 PROJECT DCPP ISFSI SUBJECT ISFSI Cask Storage Pad Seismic Analysis CLIENT PG&E-DCPP ORIGINATOR S. C. Tumminelli REVIEWER K. L. Whitmore APPROVED R. F. Evers CALCULATION NO. PGE-009-CALC-003 REVISION 1 DN-5 DN-6 DN-7 Max Pad and Cask Displacements

-90% Pad Density Max Displacements and Stresses -Cask Extraction Max Pad and Cask Displacements

-Soft Rock with Nu = 0.23 DP-1 Pad Vertical Displacement Plots -Soft Rock Model SN-1 SN-2 SN-3 SN-6 Maximum and Minimum Pad X and Z Stresses Maximum Rock Vertical Stresses Max and Min Pad Stresses -90% Pad Density Max and Min Pad Stresses -Soft Rock with Nu = 0.23 FC-1 Pad Internal Forces -Soft Rock Model FC-2 Pad Internal Forces -Soft Rock with Nu = 0.23 EN-1 Envelope Data -Cask Placement Sequence LT-1 Analyses for Adjusted LTSP Loads 33 pages 43 pages 19 pages 11 pages 229 pages 87 pages 37 pages 18 pages 338 pages 205 pages 47 pages 62 pages The following appendices provide the data that supports the boundary condition study presented in Appendix MD-3.RL-2 DN-3 DN-4 SN-4 SN-5 BC Study -Reaction Loads BC Study -Maximum Pad Displacements BC Study -Maximum Cask Displacements BC Study -Maximum and Minimum Pad X and Z Stresses BC Study -Maximum Rock Vertical Stresses 85 pages 45 pages 36 pages 92 pages 58 pages SHEET 6 OF 89 JOB. NO. PGE-009 DATE November 30, 2001 PROJECT DCPP ISFSI F , SUBJECT ISFSI Cask Storage Pad Seismic Analysis CLIENT PG&E-DCPP ORIGINATOR S. C. Tumminelli ENERCON SERVICES, INC. REVIEWER K. L. Whitmore APPROVED R. F. Evers CALCULATION NO. PGE-009-CALC-003 REVISION I ISFSI Pad Seismic Analysis The primary purpose of this calculation is to determine the storage pad size and thickness required to resist the loads resulting from seismic accelerations applied to the pad and to the used fuel storage casks anchored to the pad. The limiting parameter considered in this assessment is that the pad displacement under the pad dead weight and seismic loads be held to an acceptable value. The analyses presented herein demonstrate that the pad displacements are within acceptable limits. Further this calculation demonstrates that the pad stresses are low and the rock bearing stresses are within acceptable limits for the pad configuration analyzed.

Finally, this calculation provides pad internal forces and moments to be used in a subsequent calculation to demonstrate that the design is compliant with the ACI Code and to size the pad reinforcement for the seismic loads. This initial portion of this calculation is performed for the fully loaded configuration, i.e., the pad is designed to accommodate 20 storage casks, and the analyses are performed for the condition of 20 fully loaded casks in place on the pad. Each cask will be physically anchored to the pad with an embedment support structure, evaluated and designed in Calculation 001 (Reference 6). The pad analyses are performed for seismic loads selected to maximize the pad displacements.

These analyses are performed for a range of rock properties that have been determined to exist at the site. Additional calculations are then performed that evaluate the pad for the most demanding of the seismic loads and rock properties for the following conditions:

"* Pad mass reduced to 90% of its expected value. Necessary to demonstrate ACI Code compliance and to bound the possible as built configurations.

"* Cask Placement Sequence.

These analyses evaluate the pad for configurations that will exist during the cask placement sequence.

"* Cask Extraction.

These analyses evaluate the pad for the situation where three casks must be removed from a fully loaded pad. "* Effects of Poisson's Ratio of the Rock. These analyses are designed to provide bounding data for the calculation of pad internal forces and moments.

The pad internal forces and moments will be used in subsequent calculations to demonstrate ACI Code compliance and to determine the required size of reinforcement.

These subsequent calculations will also address stresses due to temperature and shrinkage that are not addressed in this calculation.

The analyses performed in this calculation are in compliance with the seismic load combinations involving the Hosgri and Long Term Seismic Program seismic events set forth in PG&E Specification 10012-N-NPG, Holtec report HI-20025 11, USNRC NUREG 1536 and ACI 349-97 (References 2, 3, 8, and 9 respectively).

The ISFSI facility will contain 7 pads, each of which will support 20 HI-Storm storage casks. The casks will be arranged in a 5 x 4 array, 17 feet center to center of casks, located in the center of each pad. The JOB. NO. PGE-009 SHEET 7 OF 89 DATE November 30, 2001 DCPP ISFSI ISFSI Cask Storage Pad Seismic Analysis ENERCON SERVICES, INC.CLIENT PG&E-DCPP ORIGINATOR S. C. Tumminelli REVIEWER K. L. Whitmore APPROVED R. F. Evers CALCULATION NO. PGE-009-CALC-003 REVISION 1 results of these analyses indicate that the pad, 105 feet N-S by 68 feet E-W and nominally 7.5 feet thick, is acceptable for the storage casks and the seismic loads, see Figure 1. Each cask will be attached to an embedment support structure, which will be embedded within the pads (see Reference 6). These embedment structures will transfer the applied loads from the casks to the pads. Compression from the casks to the pad will be transferred directly through a bearing plate and a prepared concrete surface within the embedment structure.

Tension will be transferred through rods extending from the concrete surface to anchor plates deep within the pad. The casks are approximately 134 inches in diameter and have a support flange with an outer diameter of 146.5 inches. The diameter of the hold down stud circle is 139.5 inches (Reference 7).Figure 1 -Plan of One Pad with Casks Holtec, the cask designer, has supplied the cask loads for the Hosgri and the LTSP earthquakes (Reference 4, page 9). See Table 1 herein. These, together with the seismic ZPAs from PG&E (Reference 2), are the input loads for this calculation.

The pads are to be constructed from 5000 psi concrete with 60,000 psi reinforcing steel, and they are to be placed directly on the cut rock. The pads will not be physically attached to the rock.PROJECT SUBJECT O0N 0000( O0000 X Model Data SHEET 8 OF 89 JOB. NO. PGE-009 DATE December 14, 2001 PROJECT DCPP ISFSI SUBJECT ISFSI Cask Storage Pad Seismic Analysis CLIENT PG&E-DCPP ORIGINATOR S. C. Tumminelli ENERCON SERVICES, INC. REVIEWER K. L. Whitmore APPROVED R. F. Evers CALCULATION NO. PGE-009-CALC-003 REVISION 2 The analysis described below is a non-linear staic fanalysis wherein the concrete pad is allowed to lift off the rock support if the loads and geometry dictate that liftoff should occur. All material properties are linear and small deflection theory is used. Compression only gap elements are used at the interface between the pad and the rock. This is the only non-linear modeling feature in the analyses, otherwise the analysis is first order linear. The analysis software is ANSYS, Release 5.7 (Reference 1). References 1 ANSYS, Release 5.7, ANSYS, Inc., Southpointe, 275 Technology Drive, Canonsburg, PA 15317. 2 PG&E Specification, 10012-N-NPG, Rev 2. 3 HOLTEC Report HI-20025 11, Rev.2, Design Criteria Document for the ISFSI Pad for Anchored HI-Storm 100 Deployment at the Diablo Canyon Power Plant, dated July 12, 2001. 4 HOLTEC Report HI-2012618, Rev. 5, Analysis of Anchored HI-Storm Casks at the Diablo Canyon ISFSI, dated December 11, 2001. 5 Not Used 6 ENERCON Calculation PGE-009-CALC-001, Embedment Support Structure, latest revision.

7 Holtec Drawing 3570, Rev 2, Cask Anchor Stud and Sector Lug Arrangement, Dec.12, 2001. 8 USNRC, NUREG 1536,: Standard Review Plan for Dry Cask Storage Systems 9 ACI 349-97, Code Requirements for Nuclear Safety Related Concrete Structures 10 USNRC Draft Regulatory Guide DG-1098, Safety-Related Concrete Structures for Nuclear Power Plants (Other Than Reactor Vessels and Containments), dated August 2000. 11 PG&E Calculation 52.27.100.711, Development of Young's Modulus and Poisson's Ratios for the DCPP ISFSI Based on Field Data (Ref. GEO.DCPP.01.01), Rev 0, November 9, 2001. 12 PG&E Calculation 52.27.100.725, Development of Young's Modulus and Poisson's Ratios for the DCPP ISFSI Based on Laboratory Data (GEO Sciences # GEO.DCPP.01.15), Rev 1, November 27, 2001. Pad ANSYS Static Model Construction Description The static analysis model is a solid finite element model. This model is non-linear due to the contact surface between the rock and the concrete pad. Except for the treatment of the interface surface between the pad and the rock, the model is constructed entirely of three dimensional solid elements.

At the interface surface, contact elements transmit compression loads only, no tensile loads are transmitted through this interface.

Also, at the interface, shear loads are transmitted from the pad into the rock through constraint equations.

This shear interface simulates a contact surface that extends over the entire area of the pad. Since the model is constructed using solid elements, there are three translation degrees of freedom at each node. The rotations at the nodes are not included in the solution.

The models are constructed in a Cartesian coordinate system with X pointing West, Y pointing vertically up and Z pointing North.The geometry of the pad, casks and rock elements is shown in Figure 2, below.

ENERCON SERVICES, INC.SHEET 9 OF 89 JOB. NO. PGE-009 DATE November 30, 2001 PROJECT DCPP ISFSI SUBJECT ISFSI Cask Storage Pad Seismic Analysis CLIENT PG&E-DCPP ORIGINATOR S. C. Tumminelli REVIEWER K. L. Whitmore APPROVED R. F. Evers CALCULATION NO. PGE-009-CALC-003 REVISION 1 Figure 2 -Isometric of casks, pad and rock The completed model with the finite element mesh is shown in Figure 3 below. The "extra strip" of elements immediately around the pad is an analysis surface for the contact (compression only) elements.

The various parts of the model are presented and described below.AN Model Data EFI ENERCON SERVICES, INC.SHEET 10 OF 89 JOB. NO. PGE-009 DATE November 30, 2001 PROJECT DCPP ISFSI SUBJECT ISFSI Cask Storage Pad Seismic Analysis CLIENT PG&E-DCPP ORIGINATOR S. C. Tumminelli REVIEWER K. L. Whitmore APPROVED R. F. Evers CALCULATION NO. PGE-009-CALC-003 REVISION 1 Figure 3 -Full Model With Finite Element Mesh Concrete Pad The concrete pad is modeled with Element Type #1. Element Type #1 is the ANSYS SOLID45 8-noded structural solid element. No special features of this element were invoked. Thus, the element uses its full integration scheme, and its extra displacement shapes are included.

Hence, the use of four elements through the thickness results in a very accurate model for the pad. In plan, the mesh is designed to accommodate the configuration of the casks. The concrete is designated Material Type 1 and is assumed to be homogenous with a Young's modulus of 4.0x10 6 psi (57000 x SQRT (5000)). (The analysis results confirm that this is a reasonable assumption, since no cracking due to the application of the seismic loads is expected to occur.) A Poisson's ratio of 0.15 is used for this material.

This material has a density of 2.2465x10-41bm/in 3 or 1501bIft 3.This is the only element type in the model to have a density assigned to it. This will be further discussed below. The concrete pad's overall dimensions are 105 feet in the Z-direction, 68 feet in the X-direction, and 7.5 feet thick. The cask center to center spacing is 17 feet in both directions.

The pad mesh is designed to mate with the bases of the casks. Those dimensions are given in the Cask section below. The following Figures 4, 5 and 6 show the pad surface and a close up of the mesh at one cask location.

The completed model with the material numbers identified for the various materials is shown in Figures 11 and 12.AN Pad Model, Soft and Hard Rock ENERCON SERVICES, INC.SHEET 11 OF 89 JOB. NO. PGE-009 DATE November 30, 2001 PROJECT DCPP ISFSI SUBJECT ISFSI Cask Storage Pad Seismic Analysis CLIENT PG&E-DCPP ORIGINATOR S. C. Tumminelli REVIEWER K. L. Whitmore APPROVED R. F. Evers CALCULATION NO. PGE-009-CALC-003 REVISION 1 AN Pad Model, Soft and Hard Rock Figure 4 -Isometric view of the Concrete Pad ENERCON SERVICES, INC.SHEET JOB. NO. PGE-009 DATE PROJECT DCPP ISFSI SUBJECT ISFSI Cask Storage Pad Seismic A CLIENT PG&E-DCPP ORIGINATOR REVIEWER K. L. Whitmore APPROVED CALCULATION NO. PGE-009-CALC-003 12 OF 89 November 30, 2001 Lnalysis S. C. Tumminelli R. F. Evers REVISION 1 Figure 5 -Top view of the Concrete Pad Figure 6 -Close up of the Concrete Pad at one cask location ENERCON SERVICES, INC.SHEET 13 OF 89 JOB. NO. PGE-009 DATE November 30, 2001 PROJECT DCPP ISFSI SUBJECT ISFSI Cask Storage Pad Seismic Analysis CLIENT PG&E-DCPP ORIGINATOR S. C. Tumminelli REVIEWER K. L. Whitmore APPROVED R. F. Evers CALCULATION NO. PGE-009-CALC-003 REVISION 1 Rock The rock is modeled with Element Type #2. Element Type #2 is also the ANSYS SOLID45 8-noded structural solid element. As with the use of this element for the pad, no special features of this element were invoked for the rock. The rock is designated Material Type 2 and is assumed to be homogeneous.

The rock data has evolved over the course of the analysis due to the fact that rock testing and data reduction were in process while the initial analysis and design were also in process. There are two types of rock beneath the footprint of the seven pads, altered sandstone and dolomite.

The altered sandstone is referred to herein as "soft rock" and the dolomite is referred to as "hard rock". The final rock properties are all documented in two PG&E calculations, References 11 and 12. These calculations document the results of testing performed on the rock using field data (Ref. 11) and lab data (Ref. 12). Three full sets of analyses were performed and are documented here. The first two are for the values concluded to be for the range of design values, the third was for an assessment for very hard rock, since one data point indicated that this was a possibility at one time. However, the final data reduction did not conclude that there was enough of this very hard rock to perform design basis analyses.

A summary of the final soil properties for design is provided in Reference

12. The Poisson's ratios used in the analyses are closer to the higher values from the field data than the lab data. The effects of the lower Poisson's ratios from the lab data are subsequently discussed and evaluated in this calculation.

Full Set of Rock Properties Specified and Properties Used for Analysis Rock Young's modulus Poisson's ratio Altered Sandstone Soft -field data 0.2xl 06 0.31 Soft -lab data 0.21x10 6 0.23 Used in Analysis 0.2x10 6 0.35 Dolomite Hard -field data 2.0xl 0 6 0.37 Hard -lab data 1.3 to 1.5x10 6 0.22 Used in Analysis 2.0x10 6 0.35 Dolomite Very Hard -lab data 4.9xl 0 6 0.23 Used in Analysis 4.9x10 6 0.24 SHEET 14 OF 89 DATE November 30, 2001 JOB. NO. PGE-009 PROJECT-CLIENT PG&E-DCPP ORIGINATOR S. C. Tumminelli ENERCON SERVICES, INC. REVIEWER K. L. Whitmore APPROVED R. F. Evers CALCULATION NO. PGE-009-CALC-003 REVISION 1 The rock portion of the model is wide and thick to insure that the rock extends a sufficient distance from the pad so that the boundary conditions of the rock do not affect the stiffness of the rock beneath the pad. It is 158 feet in the X direction, 175 feet in the Z, and is 85 feet thick, see Figure 7 below. The pad is located in the center of the rock surface. The boundary conditions for the rock model are that all three degrees of freedom are fixed on the sides and on the bottom of the rock. These are applied as loads in the ANSYS system and will be discussed again below. The completed model with the material numbers identified for the various materials is shown in Figures 11 and 12.AN P .a X Pad Model, Soft and Eard Rock Figure 7 -Isometric view of the Rock Casks The casks are modeled with Element Type #4. Element Type #4 is the ANSYS SOLID45 8-noded structural solid element. Again, as with the use of this element for the pad, no special features of this element were invoked. The casks are modeled up to a plane 118.5 inches above the pad (Reference 4, Table 1). This is the location of the Center of Gravity of the casks and is, therefore, where the loads are applied. This is further discussed in detail below. The casks are attached to the concrete pad to transmit load directly into the pad without complex interfaces.

The only function of the casks in the model is to deliver the loads and moments to the pad at the appropriate locations and with the appropriate distribution, as least with respect to delivering the load over the appropriate surface area. The mean diameter of the cask wall in the model is 139 inches, SUBJECT ISFSI Cask Storage Pad Seismic Analysis DCPP ISFSI ENERCON SERVICES, INC.SHEET 15 OF 89 JOB. NO. PGE-009 DATE November 30, 2001 PROJECT DCPP ISFSI SUBJECT ISFSI Cask Storage Pad Seismic Analysis CLIENT PG&E-DCPP ORIGINATOR S. C. Tumminelli REVIEWER K. L. Whitmore APPROVED R. F. Evers CALCULATION NO. PGE-009-CALC-003 REVISION 1 which is the diameter of the hold down stud circle (139.5 inches). The cask wall thickness in the model is 12 inches. The casks have a fundamental frequency of 16 Hz when analyzed with the embedment structure.

Therefore, given the geometry of the modeled casks and a total mass of 360 kips (Reference 4, Table 1 (270+90))

located at 118.5 inches from the pad surface, a Young's modulus of 409000 psi was computed to provide casks with fundamental frequencies of 16 Hz. See Appendix MD-2 for the details. A Poisson's Ratio of 0.30 is used for this element type, which is designated Material Type #4. Twenty casks are positioned on the pad as shown in the following Figure 8. The subsequent Figures 9 and 10 show a view looking down on a cask, alone, and then with the pad beneath it. The completed model with the material numbers identified for the various materials is shown in Figures 11 and 12.Figure 8 -Isometric view of the Casks (modeled to CG of actual cask)AN Pad Model, Soft and Hard Rock ERi ENERCON SERVICES, INC.SHEET 16 OF 89 JOB. NO. PGE-009 DATE November 30, 2001 PROJECT DCPP ISFSI SUBJECT ISFSI Cask Storage Pad Seismic Analysis CLIENT PG&E-DCPP ORIGINATOR S. C. Tumminelli REVIEWER K. L. Whitmore APPROVED R. F. Evers CALCULATION NO. PGE-009-CALC-003 REVISION 1 AN x;Pac Model, Soft anid Hard R~ock Figure 9 -Top view of one Cask model showing two elements through the thickness Figure 10 -Top view of one Cask with the concrete pad beneath it JOB. NO. PGE-009 SHEET 17 OF 89 DATE November 30, 2001 PROJECT DCPP ISFSI ENERCON SERVICES, INC.SUBJECT ISFSI Cask Storage Pad Seismic Analysis CLIENT PG&E-DCPP ORIGINATOR S. C. Tumminelli REVIEWER K. L. Whitmore APPROVED R. F. Evers CALCULATION NO. PGE-009-CALC-003 REVISION 1 Material Numbers The Figures 11 and 12 below show the completed model with the element material numbers.Model Material Numbers Figure 11 -Full Model with Material Numbers AN ENERCON SERVICES, INC.SHEET 18 OF 89 JOB. NO. PGE-009 DATE November 30, 2001 PROJECT DCPP ISFSI SUBJECT ISFSI Cask Storage Pad Seismic Analysis CLIENT PG&E-DCPP ORIGINATOR S. C. Tumminelli REVIEWER K. L. Whitmore APPROVED R. F. Evers CALCULATION NO. PGE-009-CALC-003 REVISION 1 Figure 12 -Close-up of Model with Material Numbers Contact Elements The contact elements are generated by the ANSYS "Contact Wizard" using 3-D surface to surface contact elements.

The ANSYS software requires that the contact elements be specified between two surfaces, a "target" surface and a "contact" surface, which are defined as two different element types. The rock surface is designated the "contact" surface, Element Type #5, CONTA174, and the concrete surface is designated the "target" surface, Element Type #6, TARGE170.

These elements transmit compression loads from one surface to the other. No tensile forces are transmitted through this interface.

These elements are, therefore, non-linear elements.

These elements are actually surfaces that overlay the structural elements and they can be thought of as permitting the interfacing characteristics desired, i.e., permitting compressive forces between the surfaces when penetration is attempted and permitting separation between the surfaces with no forces present when gaps are present. The alignment of the meshes of the two surfaces such that the nodes are coincident is not necessary and not recommended.

ANSYS handles all the necessary geometric details te create the compression only elements.

The default parameters are used which have been shown to provide the best compromise between accuracy and solution convergence times. The element stiffnesses ENERCON SERVICES, INC.SHEET 19 OF 89 JOB. NO. PGE-009 DATE November 30, 2001 PROJECT DCPP ISFSI SUBJECT ISFSI Cask Storage Pad Seismic Analysis CLIENT PG&E-DCPP ORIGINATOR S. C. Tumminelli REVIEWER K. L. Whitmore APPROVED R. F. Evers CALCULATION NO. PGE-009-CALC-003 REVISION 1 and convergence parameters are actually computed from the geometry and material properties of the adjoining elements.

The "target" surface is recommended to be the surface with the harder material as well as the one with the finer mesh of elements, which is the pad in this model. The softer material as well as the one with the coarse mesh of elements is the "contact" surface, which is the rock in this model. The "target" surface is shown below, Figure 13, followed by a plot of the "contact" surface, Figure 14. This contact surface is also shown as the "extra strip" surrounding the pad in Figure 3, above.Figure 13 -Target surface located at the bottom of the Pad AN d 1 SX Pad Model, Soft and Hard Rock EiI 3 ENERCON SERVICES, INC.SHEET 20 OF 89 JOB. NO. PGE-009 DATE November 30, 2001 PROJECT DCPP ISFSI SUBJECT ISFSI Cask Storage Pad Seismic Analysis CLIENT PG&E-DCPP ORIGINATOR S. C. Tumminelli REVIEWER K. L. Whitmore APPROVED R. F. Evers CALCULATION NO. PGE-009-CALC-003 REVISION 1 Figure 14 -Contact surface located on the surface of the Rock Constraint Equations The pad is also tied to the rock in the X and Z directions at the pad rock interface using constraint equations.

In this case, the ANSYS constraint equation generator is used. This generator allows a selected set of nodes to be tied to another selected set of nodes through rigid body constraint equations.

The first set of nodes is the set at the bottom of the pad, which is called "BASE" in the following Figure 15. The second set is the set associated with elements in the rock mass, called "ROCK" in the same figure. ANSYS automatically writes the constraint equations based upon the locations of the nodes associated with the elements, to those of the nodes at the bottom of the pad. These equations effectively constrain the pad to the rock surface in local areas continuously across the surface of the pad. Hence, a "rigid body" type of constraint across the entire surface is not formed. Since this portion of the model is first order linear, pad lift off does not affect shear transfer between the pad and the rock in the analysis.AN A4_X Pad Model, Soft and Hard Rock ENERCON SERVICES, INC.SHEET 21 OF 89 JOB. NO. PGE-009 DATE November 30,2001 PROJECT DCPP ISFSI SUBJECT ISFSI Cask Storage Pad Seismic Analysis CLIENT PG&E-DCPP ORIGINATOR S. C. Tumminelli REVIEWER K. L. Whitmore APPROVED R. F. Evers CALCULATION NO. PGE-009-CALC-003 REVISION 1 Pad Model, Soft and Hard Rock ANSYS 5.7 APR 12 2001 16:06:33 COMPONENTS Set 1 of I ROCCK (Elem1)Figure 15 -Constraint Equations Showing the nodes at the bottom of the Pad superimposed on the related elements of the Rock Boundary Conditions The only boundary conditions in the model are on the rock mass. The nodes of the rock elements are constrained in the all three translation directions at the bottom and on the four sides of the rock for all load steps. Rotation degrees of freedom do not have to be constrained because rotation degrees of freedom are not in the solution set of displacements for this model. The bottom and sides of the rock mass are far enough away from the pad that any variations of boundary constraints on the boundary surfaces will not significantly affect the stiffness of the rock beneath the pad. And will not, therefore, affect the response of the pad to the applied loads. Details of a boundary condition study are presented in Appendix MD-3 and its associated Appendices that provide the justification for the boundary conditions chosen. Figure 16 shows the boundary conditions applied to the nodes on the sides and bottom of the rock mass. The following Figures 17 and 18 provide more detail.

FN I ENERCON SERVICES, INC.SHEET 22 OF 89 JOB. NO. PGE-009 DATE November 30, 2001 PROJECT DCPP ISFSI SUBJECT ISFSI Cask Storage Pad Seismic Analysis CLIENT PG&E-DCPP ORIGINATOR S. C. Tumminelli REVIEWER K. L. Whitmore APPROVED R. F. Evers CALCULATION NO. PGE-009-CALC-003 REVISION I Figure 16 -Isometric of Boundary Conditions on the Rock Mass Figure 17 -Boundary Conditions on the Rock Mass Looking Down AN Model Data, Boundary Conditions MN Model Data, Boundary Conditions ENERCON SERVICES, INC.SHEET 23 OF 89 JOB. NO. PGE-009 DATE November 30, 2001 PROJECT DCPP ISFSI SUBJECT ISFSI Cask Storage Pad Seismic Analysis CLIENT PG&E-DCPP ORIGINATOR S. C. Tumminelli REVIEWER K. L. Whitmore APPROVED R. F. Evers CALCULATION NO. PGE-009-CALC-003 REVISION 1 Figure 18 -Boundary Conditions on the Rock Mass Looking from the Side Gravity and Seismic Loads The "soft", "hard" and "very hard" rock models are loaded using the same load steps. Holtec supplied four sets of loads (Reference 4). The load table that Holtec provided is replicated in Table 1, column numbers are added. These loads were examined and two sets were selected for rigorous analysis.

These sets were judged to be the controlling sets of loads and are the results from cask analyses for the Hosgri Earthquake (HE Column 1), and Long Term Seismic Program (LTSP Column 2). This judgement is based on an examination of those load components that are expected to produce the highest potential to uplift the pad. Therefore, the combination of net shear with minimum interface compression was used for comparison.

The HE (1) values are 515.0 and 127.6 kips, and the LTSP (2) values are 440.0 and 105.8 kips. The judgement could not be made that either of these would control, so both were selected for analysis.

Subsequent to these analyses, the LTSP (2) net shear was increased by 5% from the 440 kips to 462 kips. This increase does not alter any of the conclusions presented here. Supporting analyses for the adjusted LTSP loads are provided in Appendix LT-1. The HE (3) values are 428.0 and 130.6 kips. The judgement here is that the HE (1) combination will control over the HE (3), noting that the slight increase of 130.6 Vs 127.6 does not offset the lessor shear value of 428.0 Vs. 515.0 kips. The same argument applies to the LTSP (2) Vs. LTSP (4) though two cases of LTSP (4) were run to validate the judgement.

The highest cask down load is HE (3), this case AN Model Data, Boundary Conditions ENERCON SERVICES, INC.SHEET 24 OF 89 JOB. NO. PGE-009 DATE November 30, 2001 PROJECT DCPP ISFSI SUBJECT ISFSI Cask Storage Pad Seismic Analysis CLIENT PG&E-DCPP ORIGINATOR S. C. Tumminelli REVIEWER K. L. Whitmore APPROVED R. F. Evers CALCULATION NO. PGE-009-CALC-003 REVISION 1 was run to examine the potential for high moments local to a cask, particularly for the soft rock model. Finally, some cases were examined that maximized the vertical component rather than the shear, simply to insure that nothing was overlooked.

More detail regarding the explicit load vectors and directions is provided below, however the general arrangement of the load cases is as follows: 0 0 0 S S S Gravity is load case 1 HE (1) with shear maximized is examined in load cases 2 to 6 HE (1) with vertical up component maximized is examined in load cases 7 and 8 HE (3) with vertical down component maximized is examined in load cases 9 and 10 LTSP (2) with shear maximized is examined in load cases 11 to 15 LTSP (2) with vertical up component maximized is examined in load cases 16 and 17 LTSP (4) with vertical up component maximized is examined in load cases 18 and 19 The loads are applied at the tops of the modeled casks, 118.5 inches from the pad, which is at the center of gravity of the actual casks. This method of load application produces the same moments and shears at the bases of the casks as shown in the Holtec report (see note

• in the Table). During implementation oi the load application, the total set of loads, horizontal and vertical, from all 20 casks is computed and is equally divided among all the nodes in the model at the tops of the modeled casks. These are shown in the following Figure 19. The subsequent Figure 20 shows these nodes for one cask.

F"I ENERCON SERVICES, INC.SHEET 25 OF 89 JOB. NO. PGE-009 DATE November 30,2001 PROJECT DCPP ISFSI SUBJECT ISFSI Cask Storage Pad Seismic Analysis CLIENT PG&E-DCPP ORIGINATOR S. C. Tummninelli REVIEWER K. L. Whitmore APPROVED R. F. Evers CALCULATION NO. PGE-009-CALC-003 REVISION 1 Table 1 -Seismic Loads from Holtec SEISMIC EVENT AT ISFSI*...

HE LTSP HE** LTSP** (1) (2) (3) (4) Maximum/Minimum Interface 674.2/127.6 684.1/105.8 773.3/130.6 632.0/55.6 Compression Force (kips)***

Maximum Interface Shear Force 509.4 432,0 379.9 325.8 Along X-Axis (kips)

• Maximum Interface Shear Force 460.5 355.5 426.1 364.6 Along Y-Axis (kips)* Maximum Net Interface Shear Force 515.0 440.0 428.0 390.0 (kips) Maximum Interface Moment About 54,564 42,139.2 50,498 43,209 X-Axis At Interface (kip-In) Maximum Interface Moment About 60,369 51,197.2 45,017 38,603 Y-Axis At Interface (kip-In) Maximum Net Interface Moment 61,000 52,000 50,500 46,000 (kip-In) Effective COF at Cask/Embedment 0.180 0.154 0.150 0.132 Interface Maximum Tensile Load in 62.13 48.85 49.73 42.34 Embedment Anchor Rods (kips) Base Maximum Shear forces are computed by dividing the appropriate maximum moment by the height to the centroid (118.5 inch). Y-Shear goes with MIX, X-Shear goes with MY. ** These simulations have the vertical excitation reversed in direction over the total event time.

• Includes dead load = 360,000 lb. ***** The moments and forces reported above act at the lower surface of the embedment plate. The X, Y, Z axes are located at a point on the cask longitudinal centerline (extended to the bottom surface of the embedment plate). The X, Y directions correspond to the East-West and North South directions, respectively, and the Z-axis is vertically upward.

ENERCON SERVICES, INC.SHEET 26 OF 89 JOB. NO. PGE-009 DATE November 30, 2001 PROJECT DCPP ISFSI SUBJECT ISFSI Cask Storage Pad Seismic Analysis CLIENT PG&E-DCPP ORIGINATOR S. C. Tumminelli REVIEWER K. L. Whitmore APPROVED R. F. Evers CALCULATION NO. PGE-009-CALC-003 REVISION 1 AN I I'*' Ni NI INN I -. NNI N'I r ItI ,' I ." N NI"'" .I Pad Morel, Soft and Hard Rock Figure 19 -Nodes at the tops of all casks where the loads are applied AN Pad Model, Soft and Hard Rock Figure 20 -Close up of the nodes at one cask I , *' ,

SHEET 27 OF 89 IU lJOB. NO. PGE-009 DATE November 30,2001 PROJECT DCPP ISFSI SUBJECT ISFSI Cask Storage Pad Seismic Analysis CLIENT PG&E-DCPP ORIGINATOR S. C. Tumminelli ENERCON SERVICES, INC. REVIEWER K. L. Whitmore APPROVED R. F. Evers CALCULATION NO. PGE-009-CALC-003 REVISION 1 The HE loads are applied with the HE ZPAs applied to the pad, and the LTSP loads are applied with the LTSP ZPAs. See Reference 2, Appendix A for the ZPAs. These are applied as accelerations to the pad mass. This is the reason that the pad is the only portion of the model with mass. The seismic acceleration of the mass of the casks is accounted for in the cask loads supplied by Holtec. The method of seismic load component combination was followed, as prescribed by PG&E (Reference 2). Holtec computed the net shear, vector sum of components, for each time step in their analyses and reported the maximum values. These are taken to equal 100% of the one and 40% of the other horizontal load component.

This load vector was then "aimed" in various directions in an effort to produce the greatest pad uplift and moment in a seismic event that the geometry, mass distribution and loads would permit. The vertical load was taken as 40% of the seismic up load computed from the Holtec data. Since the pad with the casks is a doubly symmetric structure, the loads had to be "aimed" in only one quadrant to provide a complete set of responses.

The quadrant chosen is the northwest quadrant.

Therefore, the vector is aimed in the following directions:

North, North 32.93 degrees West (actually aimed at the opposite comer of the pad), North 45 degrees West, North 57.07 degrees West (symmetric with the 45 degree line), and West. The vector sum of the 100% and 40% ZPAs was also computed, and "aimed" in the same direction as the cask load, along with 40% of the vertical ZPA in the up direction.

These cases were analyzed for the HE (1) and LTSP (2) loads. In addition, the 40-100-40 load components were analyzed for the HE(l) and LTSP(2) in the North and West directions only, along with HE(3) maximum downward load and LTSP(4) maximum upward load applied in the North and West directions.

The pad ZPAs were phased and aimed with the cask loads for these cases also. The applied loads for both the soft rock, hard rock, and very hard rock models are as follows (the details of the load calculations and the ANSYS input files are provided in Appendix AL-1): 1 Gravity, pad plus 20 casks. This is 360 kips per cask down plus 1 G applied for the pad weight. 2 Gravity plus the Hosgri Earthquake loads from the Holtec Report Column 1, HE(l), plus the Hosgri ZPAs applied to the pad. The cask loads are 515 kips horizontal and 267.04 kips down. The horizontal pad acceleration is 0.808G and the vertical acceleration is 0.2G up. The net vertical acceleration applied to the model is, therefore 1.OG -0.2G = 0.8G down. These are the 100-40-40 seismic components.

All horizontal loads are applied in the North direction.

3 Gravity plus HE(l) plus Hosgri ZPAs. Same loads as Load Step 2. All horizontal loads applied at North 32.930 West. 4 Gravity plus HE(l) plus Hosgri ZPAs. Same loads as Load Step 2. All horizontal loads applied at North 450 West.

SHEET 28 OF 89 JOB. NO. PGE-009 DATE November 30, 2001 PROJECT DCPP ISFSI F , I SUBJECT ISFSI Cask Storage Pad Seismic Analysis CLIENT PG&E-DCPP ORIGINATOR S. C. Tumminelli ENERCON SERVICES, INC. REVIEWER K. L. Whitmore APPROVED R. F. Evers CALCULATION NO. PGE-009-CALC-003 REVISION 1 5 Gravity plus HE(1) plus Hosgri ZPAs. Same loads as Load Step 2. All horizontal loads applied at North 57.070 West. 6 Gravity plus HE(1) plus Hosgri ZPAs. Same loads as Load Step 2. All horizontal loads are applied in the West direction.

7 Gravity plus HE(l) plus Hosgri ZPAs. The cask loads are 206 kips horizontal and 127.6 kips down. The horizontal pad acceleration is 0.424G horizontal and 0.500G up. The net vertical acceleration applied to the model is, therefore 1.OG -0.5G = 0.5G down. These are the 40-100 40 seismic components.

All horizontal loads are applied in the North direction.

8 Gravity plus HE(l) plus Hosgri ZPAs. Same loads as Load Step 7. All horizontal loads are applied in the West direction.

9 Gravity plus the Hosgri Earthquake loads from the Holtec Report Column 3, HE(3), plus the Hosgri ZPAs applied to the pad. The cask loads are 171.2 kips horizontal and 773.3 kips down. The horizontal pad acceleration is 0.424G horizontal and 0.500G down. The net vertical acceleration applied to the model is, therefore O.0G + 0.5G = 1.5G down. These are the 40 100-40 seismic components for the maximum down loads for all load cases. All horizontal loads are applied in the North direction.

10 Gravity plus HE(3) plus Hosgri ZPAs. Same loads as Load Step 9. All horizontal loads are applied in the West direction.

11 Gravity plus the Long Term Seismic Program loads from the Holtec Report Column 2, LTSP(2), plus the LTSP ZPAs applied to the pad. The cask loads are 440 kips horizontal and 258.32 kips down. The horizontal pad acceleration is 0.894G horizontal and 0.280G up. The net vertical acceleration applied to the model is, therefore 1.00G -0.28G = 0.72G down. These are the 100-40-40 seismic components.

All horizontal loads are applied in the North direction.

12 Gravity plus LTSP(2) plus LTSP ZPAs. Same loads as Load Step 11. All horizontal loads applied at North 32.93' West. 13 Gravity plus LTSP(2) plus LTSP ZPAs. Same loads as Load Step 11. All horizontal loads applied at North 450 West. 14 Gravity plus LTSP(2) plus LTSP ZPAs. Same loads as Load Step 11. All horizontal loads applied at North 57.07' West. 15 Gravity plus LTSP(2) plus LTSP ZPAs. Same loads as Load Step 11. All horizontal loads art applied in the West direction.

SHEET 29 OF 89 1U JOB. NO. PGE-009 DATE November 30, 2001 PROJECT DCPP ISFSI SUBJECT ISFSI Cask Storage Pad Seismic Analysis CLIENT PG&E-DCPP ORIGINATOR S. C. Tunmminelli ENERCON SERVICES, INC. REVIEWER K. L. Whitmore APPROVED R. F. Evers CALCULATION NO. PGE-009-CALC-003 REVISION 1 16 Gravity plus LTSP(2) plus LTSP ZPAs. The cask loads are 176 kips horizontal and 105.8 kips down. The horizontal pad acceleration is 0.470G horizontal and 0.700G up. The net vertical acceleration applied to the model is, therefore L.OG -0.7G = 0.3G down. These are the 40-100 40 seismic components.

All horizontal loads are applied in the North direction.

17 Gravity plus LTSP(2) plus LTSP ZPAs. Same loads as Load Step 16. All horizontal loads are applied in the West direction.

18 Gravity plus the Long Term Seismic Program loads from the Holtec Report Column 4, LTSP(4), plus the LTSP ZPAs applied to the pad. The cask loads are 156 kips horizontal and 55.6 kips down. The horizontal pad acceleration is 0.470G horizontal and 0.700G up. The net vertical acceleration applied to the model is, therefore 1.OG -0.7G = 0.3G down. These are the 40-100-40 seismic components.

All horizontal loads are applied in the North direction.

19 Gravity plus LTSP(4) plus LTSP ZPAs. Same loads as Load Step 18. All horizontal loads are applied in the West direction.

In each load step, these loads are applied to the model all at once, i.e., the gravity plus the seismic horizontal and vertical loads are applied concurrently.

The ANSYS program was then instructed to iterate until the solution converged.

These sets of loads are conservative since the reduction in response due to phasing of the acceleration components of the pad to the response of the casks is not considered.

Only the phasing of the directional acceleration components of the pad response, and cask response, is considered through the application of the 100-40-40 rule.

E .1 ENERCON SERVICES, INC.SHEET 30 OF 89 JOB. NO. PGE-009 DATE November 30, 2001 PROJECT DCPP ISFSI SUBJECT ISFSI Cask Storage Pad Seismic Analysis CLIENT PG&E-DCPP ORIGINATOR S. C. Tumminelli REVIEWER K. L. Whitmore APPROVED R. F. Evers CALCULATION NO. PGE-009-CALC-003 REVISION 1 Analysis Results Pad Response -Displacements and Stresses The analyses were performed on the three models, one for soft, one for hard and one for very hard rock. These analyses produced three separate databases of results.

Prior to evaluation, all load steps were checked for equilibrium.

The forces applied on all the casks, and the forces between the pad and the rock, and the rock boundary were computed manually.

The ANSYS results databases were then scanned for these same values and the results were compared to each other. In all cases, they agree, see Appendix RL-1. The analysis results were then scanned using the ANSYS Post Processor.

First the data were scanned and sorted for the maximum displacement anywhere on the pad, 6 Max, see Appendix DN-1 for the details. Then the results were scanned and sorted for the maximum displacements at the centerlines of all 14 casks on the perimeter of the 4 x 5 cask array, kCask, see Appendix DN-2 for the details. Vertical displacement plots of the pad, for the soft rock model, are provided for all 19 load steps in Appendix DP-1. Finally, the results were scanned and sorted for the max/min stresses in the two, X and Z directions, and for the maximum principal stress, 01 Max (largest tensile stress), and the minimum principal stress, C03 Min (largest compressive stress). See Appendix SN-I for details. The results for the soft rock, hard rock and very hard rock cases are presented in Tables 2, 3, 4 and 5 below. The displacements are in inches, and the stresses in psi.

ENERCON SERVICES, INC.SHEET 31 OF 89 JOB. NO. PGE-009 DATE November 30, 2001 PROJECT DCPP ISFSI SUBJECT ISFSI Cask Storage Pad Seismic Analysis CLIENT PG&E-DCPP ORIGINATOR S. C. Tumminelli REVIEWER K. L. Whitmore APPROVED R. F. Evers CALCULATION NO. PGE-009-CALC-003 REVISION 1 Table 2 -MAXIMUM PAD and CASK DISPLACEMENTS LS EQ Direction Maximum Pad &ax Maximum Cask 5 Cask Soft Hard V Hard Soft Hard V Hard 1 Gravity -0.011 -0.001 -0.0005 -0.026** -0.003+ -0.001 5++ 2 HE(1) N 0.058 0.027 0.020 0.0005 0.005 0.004 3 HE(l) N32.93W 0.099 0.045 0.035 0.022 0.015 0.01 3 4 HE(l) N45W 0.101 0.046 0.036 0.027 0.018 0.015 5 HE(l) N57.07W 0.094 0.043 0.033 0.028 0.019 0.01 6 6 HE(l) W 0.047 0.032 0.027 0.013 0.014 0.01 3 7 HE(l)* N 0.010 0.005 0.003 -0.007 -0.0003 0.00002 8 HE(1)* W 0.009 0.007 0.006 -0.004 0.002 0.002 9 HE(3)* N -0.014 -0.001 -0.0006 -0.045 -0.005 -0.003 10 HE(3)* W -0.014 -0.001 -0.0007 -0.044 -0.005 -0.002 11 L(2) N 0.049 0.022 0.017 -0.002 0.004 0.003 12 L(2) N32.93W 0.082 0.037 0.028 0.015 0.011 0.009 13 L(2) N45W 0.083 0.038 0.029 0.019 0.013 0.01 1 14 L(2) N57.07W 0.077 0.035 0.026 0.019 0.014 0.01 1 15 L(2) W 0.039 0.024 0.021 0.008 0.010 0.009 16 L(2)* N 0.022 0.010 0.008 -0.0005 0.002 0.001 17 L(2)* W 0.018 0.010 0.009 0.004 0.004 0.004 18 L(4)* N 0.025 0.011 0.009 0.003 0.003 0.002 19 L(4)* W 0.023 0.014 0.012 0.010 0.007 0.007

• Load components are combined using the 40-100-40 rule. All others combined using 100-40-40 rule. ** Values range from -0.026 to -0.034 (Perimeter casks only) + Values range from -0.003 to -0.004 (Perimeter casks only) ++ Values range from -0.0015 to -0.0018 (Perimeter casks only)

ENERCON SERVICES, INC.SHEET 32 OF 89 JOB. NO. PGE-009 DATE November 30, 2001 PROJECT DCPP ISFSI SUBJECT ISFSI Cask Storage Pad Seismic Analysis CLIENT PG&E-DCPP ORIGINATOR S. C. Tummninelli REVIEWER K. L. Whitmore APPROVED R. F. Evers CALCULATION NO. PGE-009-CALC-003 REVISION 1 Table 3 -PAD STRESS RESPONSES

-SOFT ROCK LS EQ Direction GX Max (YX Min (YZ Max (YZ Min (Y1 Max 03 Min 1 Gravity 33 -63 23 -55 35 -117 2 HE(l) N 46 -107 270 -404 341 -642 3 HE(l) N32.93W 144 -271 235 -410 359 -801 4 HE(l) N45W 192 -322 209 -379 355 -806 5 HE(1) N57.07W 234 -359 176 -329 347 -778 6 HE(1) W 261 -405 62 -135 314 -595 7 HE(l)' N 20 -44 129 -179 164 -287 8 HE(1)* W 121 -180 28 -61 148 -265 9 HE(3)* N 62 -117 83 -206 115 -349 10 HE(3)* W 83 -248 60 -108 102 -349 11 L(2) N 44 -94 261 -381 329 -600 12 L(2) N32.93W 137 -255 227 -383 347 -748 13 L(2) N45W 183 -302 201 -354 344 -752 14 L(2) N57.07W 223 -338 167 -307 336 -725 15 L(2) W 254 -379 57 -123 303 -556 16 L(2)' N 20 -39 120 -172 151 -269 17 L(2)* W 117 -170 24 -53 140 -250 18 L(4)' N 19 -34 112 -162 142 -252 19 L(4)* W 108 -159 22 -49 130 -241 Load components are combined using the 40-100-40 rule. All others combined using 100-40-40 rule.

ENERCON SERVICES, INC.SHEET 33 OF :89 JOB. NO. PGE-009 DATE November 30, 2001 PROJECT DCPP ISFSI SUBJECT ISFSI Cask Storage Pad Seismic Analysis CLIENT PG&E-DCPP ORIGINATOR S. C. Tumminelli REVIEWER K. L. Whitmore APPROVED R. F. Evers CALCULATION NO. PGE-009-CALC-003 REVISION I Table 4 -PAD STRESS RESPONSES

-HARD ROCK LS EQ Direction GX Max aFX Min (YZ Max CFZ Min aF 1 Max a 3 Min 1 Gravity 16 -20 9 -19 17 -54 2 HE(M) N 51 -79 75 -196 164 -230 3 HE(l) N32.93W 70 -132 71 -168 156 -227 4 HE(l) N45W 81 -177 63 -137 155 -231 5 HE(1) N57.07W 89 -210 60 -103 158 -239 6 HE(1) W 94 -244 52 -77 161 -267 7 HE(l)* N 20 -29 31 -56 64 -94 8 HE(1)* W 39 -86 19 -31 63 -105 9 HE(3)* N 40 -44 37 -78 41 -163 10 HE(3)* W 62 -71 27 -43 65 -182 11 L(2) N 43 -69 63 -166 138 -199 12 L(2) N32.93W 62 -111 60 -147 129 -198 13 L(2) N45W 71 -151 54 -122 129 -202 14 L(2) N57.07W 78 -181 51 -93 131 -208 15 L(2) W 82 -210 41 -68 135 -231 16 L(2)* N 17 -28 25 -70 55 -82 17 L(2)* W 33 -87 16 -28 54 -95 18 L(4)* N 15 -25 23 -66 52 -75 19 L(4)* W 28 -81 16 -23 51 -87

• Load components are combined using the 40-100-40 rule. All others combined using 100-40-40 rule.

F,1 ICES I ENERCON SERVICES, INC.SHEET 34 OF 89 JOB. NO. PGE-009 DATE November 30, 2001 PROJECT DCPP ISFSI SUBJECT ISFSI Cask Storage Pad Seismic Analysis CLIENT PG&E-DCPP ORIGINATOR S. C. Tumminelli REVIEWER K. L. Whitmore APPROVED R. F. Evers CALCULATION NO. PGE-009-CALC-003 REVISION 1 Table 5 -PAD STRESS RESPONSES

-VERY HARD ROCK LS EQ Direction G 5 X Max G 5 X Min (TZ Max UZ Min (7Y Max (3 Min 1 Gravity 17 -17 11 -16 17 -54 2 HE(l) N 53 -74 80 -184 164 -229 3 HE(l) N32.93W 70 -124 70 -157 156 -227 4 HE(l) N45W 81 -167 60 -128 155 -230 5 HE(l) N57.07W 89 -197 55 -94 158 -238 6 HE(l) W 93 -230 57 -70 161 -254 7 HE(l)* N 21 -27 32 -52 64 -94 8 HE(I)* W 39 -82 21 -29 63 -99 9 HE(3) N 41 -38 40 -70 42 -163 10 HE(3)" W 63 -65 29 -36 66 -182 11 L(2) N 45 -64 67 -156 138 -199 12 L(2) N32.93W 61 -104 59 -135 129 -198 13 L(2) N45W 71 -142 51 -110 129 -201 14 L(2) N57.07W 78 -170 48 -82 131 -207 15 L(2) W 82 -197 47 -62 135 -219 16 L(2)* N 18 -26 26 -66 55 -80 17 L(2)* W 33 -81 18 -25 54 -90 18 L(4)* N 16 -23 24 -62 52 -71 19 L(4)* W 28 -76 19 -21 51 -82

• Load components are combined using the 40-100-40 rule. All others combined using 100-40-40 rule.

SHEET 35 OF 89 JOB. NO. PGE-009 DATE November 30, 2001 PROJECT DCPP ISFSI l SUBJECT ISFSI Cask Storage Pad Seismic Analysis CLIENT PG&E-DCPP ORIGINATOR S. C. Tumminelli ENERCON SERVICES, INC. REVIEWER K. L. Whitmore APPROVED R. F. Evers CALCULATION NO. PGE-009-CALC-003 REVISION 1 These results clearly show that the dominating load steps are those that result from the analyses for the soft rock model. The maximum pad displacement for any of these load steps is 0.101 inches up (LS 4) and the maximum cask vertical displacement is 0.028 inches up (LS 5). Both of these values are small and are clearly acceptable.

The maximum values of stress in the X direction are 261 psi (LS 6) and -405 psi (also LS 6). In the Z direction they are 270 psi (LS 2) and -410 psi (LS 3). The maximum principal stress is 359 psi (LS 3) and the minimum value is -806 psi (LS 4). A reasonable value for tensile stress that causes concrete to crack is 7.5 SQRT(fC) = 530 psi, (Reference 9, Eq. 9-9). Therefore, as discussed above, since the largest tensile stress is 359 psi, concrete cracking due to the application of seismic loads is not expected to occur. Further, the maximum compressive stress of 806 psi is clearly acceptable since f,' is 5000 psi. A broader view of this data shows that the load cases where the components are combined using the 100-40-40 rule control the bending stress design of the pad and that the Hosgri (1) produces slightly more demanding pad stresses than the Long Term Seismic Program (2). Thus, these analyses also serve as a set of screening calculations, whereby, except for the applied pressures to the cut rock, see Table 12, further consideration for pad design need only be given to the Hosgri (1) seismic event analyzed using the soft rock model. A full set of displacement plots of the pad for all Load Steps for the soft rock model is provided on Appendix DP-1. A full set of plots, displacements and stresses, for Load Step 6 for the soft rock model is provided below, Figures 21 to 26. An examination of these plots indicates that at least some of the maximum values are a result of the modeling.

The high X direction stresses at the edge of the pad (405 psi), Figure 24, are a result of the fact that the rock constraint provided through the constraint equations ends abruptly.

And, the Z direction stresses, Figure 25, at the same location, are a result of Poisson effects.

Fu I ENERCON SERVICES, INC.SHEET 36 OF 89 DATE November 30, 2001 JOB. NO. PGE-009 PROJECT SUBJECT ISFSI Cask Storage Pad Seismic Analysis CLIENT PG&E-DCPP ORIGINATOR REVIEWER K. L. Whitmore APPROVED CALCULATION NO. PGE-009-CALC-003 S. C. Tumminelli R. F. Evers REVISION 1 ANSYS 5.1 APR 12 2ý00 18:17 :07 NODAL SOLUTION STEP=6 SUB =1 TIME=6 UY (AVG3 RSYS=0 PowerGraph~cs 7EFACET=I' AVRE9S=Mat DM~ =.077001 SMN -.046035 SMX =.046687 -.046035 .035733 .02543 -.015128 -.004625 .005477 .01578 S.026082 .036385 .046687 Pad, HE(1), 20 cas-s, 515 Kips West (w), Soft Rock Figure 21 -Pad and rock vertical displacements for Load Step 6 -Loads are applied to the West ANSYS 5.7 APR 12 2001 18:13: 09 NODAL SOLUTION STEP=6 SUB =1 TIME=6 UY (AVG) RSYS=0 PowerGraph cs EFACET=1 AVRES=Mat CMX =.077001 SMN .043675 $M~ =.0406687

-.043875 -- .0:3812 -.02375 -.013687 -.073625 .006437 .0165 .026562 .036625 -.046687 Figure 22 -Pad vertical displacements for Load Step 6 -Loads are applied to the West DCPP ISFSI A.~X Pad, HE l), 20 Casks, 515 Kips West (W), Soft Rock ENERCON SERVICES, INC.SHEET 37 OF 89 JOB. NO. PGE-009 DATE November 30, 2001 PROJECT DCPP ISFSI SUBJECT ISFSI Cask Storage Pad Seismic Analysis CLIENT PG&E-DCPP ORIGINATOR S. C. Tumminelli REVIEWER K. L. Whitmore APPROVED R. F. Evers CALCULATION NO. PGE-009-CALC-003 REVISION 1 ANSYS 5.7 APR 12 2001 18:18:02 NODAL SOLUTION STEP=6 SUB =1 TIME=6 SX (AVG) RSYS=O PowerGraphics EFACET=1 -AVRES=Mat DMX =.017001 4 * .SMX =260.706 ~ -404.71 /

-35.035 38.901 112.836 186.771 260.706 Pad, HE(1), 20 Casks, 515 Kips West (W), Soft Rock 23 X direction stresses looking from the top for Load Step 6 ANSYS 5.7 APR 12 2001 18:1&:59 NODAL SOLUTION STEP=6 SUB =1 TIME=6 Sx (AVG) RSYS=0 PowerGraphics EFACET=I AVRES=Mat DMX =.077001 SMN -404.71 SMDX -260.706 -404.71 -33C.775 -256.84 --182.905 -108.97 [ -35.035 38.901 Z112.836 1846.771 260.706 x Pad, HE(1), 20 Casks, 515 Kips West (W), Soft Rock Figure 24 -X direction stresses looking from the bottom for Load Step 6 Figure ENERCON SERVICES, INC.SHEE JOB. NO. PGE-009 DATI PROJECT DCPP ISFSI SUBJECT ISFSI Cask Storage Pad Seismic CLIENT PG&E-DCPP ORIGINATOI REVIEWER K. L. Whitmore APPROVED CALCULATION NO. PGE-009-CALC-003 T 38 OF 89 November 30, 2001 Analysis R S. C. Tumminelli R. F. Evers REVISION 1 ANSYS 5.1 APR 12 220' 18:20:28 NODAL SOLUTION STEP=6 SUB =1 TIME=6 SZ (AVG) RSYS=0 PowerGraphzcs EFACET=1 AVRES=Mat

~'7~\~>0DMX

=.071001 -< .SMN :-134.679 " '

SWX =61.6873 -112.84 -47.323 -__ 25.484 [_ -3.645 18.194 40.234 1 61.973 Pad, H-71), 20 Casks, 515 Kips West (w), Soft Rock Figure 25 -Z direction stresses looking from the top for Load Step 6 ANSYS 5.7 APR 12 2001 18:19:48 NODAL SOLUTION STEP=6 SUB -1 TIME=6 SZ (AVS) "RSYS=0 Powe rG ra ohics EFACET=1 AVRES=Mat -DMX =.077001 SMN =- 34.679 -134.679 -M =61.873 P1 e-112.84 -91.001 -69.162 -47.323 -25.484 S~-3.645 S18.194 40.034 S61.673 [Pad, HT{I), 20 Casks, 515 Kips 'Rest MW, Soft Rock Figure 26 -Z direction stresses looking from the bottom for Load Step 6 SHEET 39 OF 89 JOB. NO. PGE-009 DATE November 30, 2001 PROJECT DCPP ISFSI F i 3 SUBJECT ISFSI Cask Storage Pad Seismic Analysis CLIENT PG&E-DCPP ORIGINATOR S.C. Tumminelli ENERCON SERVICES, INC. REVIEWER K. L. Whitmore APPROVED R. F. Evers CALCULATION NO. PGE-009-CALC-003 REVISION1 Pad Response -Internal Forces In order to evaluate the concrete sections and design the reinforcement, the pad internal forces and moments are required.

These, of course, are the stress resultants, on a user specified section and the moments are computed about a user specified point. Since the model of the pad is constructed from "brick" elements, these quantities are not readily available from the ANSYS database.

These values can, however, be computed from the nodal force data. In these analyses, the data for the pad are processed for a series of "strips" whereby the pad is sectioned into strips, and then each strip is further sectioned to reveal cross sections, or selected surfaces, of the pad. The center of the cross section is specified for moment calculation and the internal forces are computed for the selected surface.

An examination of the displacements and stresses indicates that the displaced shape and resultant stresses are generally consistent with a single curvature response of the pad, i.e., the pad lifts off the rock gradually and then conforms to the surface of the rock. See Figures 21 to 26, and Appendix DP-1. It does not exhibit the type of reverse curvature and resultant abrupt changes from positive moment to negative moment as would be observed for a beam with a series of concentrated applied moments. The reason for this is that the weight of the pad and the resultant inertia loads are comparable to those of the casks. The relevant parameters for the Hosgri load cases 2 to 6 are as follows: Total Cask Weight 20*360 = 7200 kips Pad Weight 0.15*68*105*7.5

= 8033 kips Net Horizontal Cask Shear 20*515 = 10300 kips Net Horizontal Pad Shear 0.808*8033

= 6490 kips Net Vertical Cask Down 20*267.04

= 5341 kips Net Vertical Pad Down 0.8 *8033 = 6426 kips Therefore, the mass of the pad and its inertia loads are as important to the overall response of the pad as the applied loads from the casks. In addition, the casks apply their loads over a diameter of approximately 12 feet while the pad in the analysis is just 7.5 feet thick. Hence, though the applied stresses tend to concentrate at the sides of the casks toward and away from the direction of the "aimed" seismic load, they do apply loads over their curved areas, and the resultant stresses do tend to "radiate" from the cask locations.

Thus, the selection of pad locations midway between the casks, as opposed to the edges of the casks, will result in applied forces and moments of sufficient accuracy to appropriately size the reinforcement.

A strip is shown in Figure 27. The elements on the side(s) of a particular strip are isolated from the remainder of the pad. Further, the elements on one side of the selected surface are eliminated.

Then a node (or point, defined by its coordinates) is specified.

In the current analyses, the center of each selected surface is specified.

The ANSYS program is then instructed to compute the stress resultants and print them to a file. The program actually uses the nodal forces rather than integrating stresses.

The SHEET 40 OF 89 JOB. NO. PGE-009 DATE November 30, 2001 PROJECT DCPP ISFSI F .SUBJECT ISFSI Cask Storage Pad Seismic Analysis CLIENT PG&E-DCPP ORIGINATOR S. C. Tumminelli ENERCON SERVICES, INC. REVIEWER K. L. Whitmore APPROVED R. F. Evers CALCULATION NO. PGE-009-CALC-003 REVISION I forces/moments computed are those that the elements are applying to the selected nodes. The negative of these values are the forces that must be applied to the section, i.e. selected nodes, to maintain equilibrium, such as would be seen in a free body diagram. The forces are computed in the Global Coordinate System. Figure 28 shows the two types of strips used to section and the pad, and the coordinate system. The signs of the computed internal forces must be carefully observed.

ANSYS computes the forces in the Global Coordinate System (this is the default).

Hence for Z Strips positive Mx means that tensile stresses exist on the bottom of the pad, and positive Fz means that net compression exists on the cross section. For X Strips, positive Mz means that compressive stresses exist on the bottom of the pad, and positive Fx means that net compression exists on the cross section. These conventions hold true for all sections on the strips except the last section. The last sections for each strip have the contributing elements that are on the opposite sides of the cross sections from the other cross sections.

Thus the signs of the computed internal forces relative to the stresses are reversed.

For the last sections on the Z Strips, positive Mx means that compressive stresses exist on the bottom of the pad, and positive Fz means that net tension exists on the cross section. For the last sections on the X Strips positive Mz means that tensile stresses exist on the bottom of the pad, and positive Fx means that net tension exists on the cross section. The table below summarizes the sign convention:

Sign Convention for Internal Forces Sections throughout the pad are isolated and the internal forces acting upon them are computed.

The pad is thus divided into four North-South strips, A-B through D-E, and seven East-West strips, 1-3, 3-4 through 7-8 and 8-10. Figure 29 shows the grid line layout of the strips, and Figure 30 shows the locations and designation used for two sections.

Each North-South strip is then sequentially reduced a line at a time, from Line 10 to 1. Similarly, each East-West strip is sequentially reduced a line at a time, from Line E to A. Thus, there are ten sections for each of the four Z Strips isolated, and five sections for each of the seven X Strips isolated, for a total of 75 cross sections for the calculation of internal pad forces. All strips are seventeen feet wide except strips 1-3 and 8-10, which are ten feet wide.Z Strips +Mx 4 tensile stresses on bottom of pad +Fz 4 net compression on cross section Z Strips -Last +Mx 4 compressive stresses on bottom of pad Section, Line 1 +Fz 4 net tension on cross section "X Strips +Mz 4+ compressive stresses on bottom of pad +Fx 4 net compression on cross section "X Strips -Last +Mz 4 tensile stresses on bottom of pad Section, Line A +Fx 4+ net tension on cross section It: ENERCON SERVICES, INC.SHEET 41 OF 89 JOB. NO. PGE-009 DATE November 30, 2001 PROJECT DCPP ISFSI SUBJECT ISFSI Cask Storage Pad Seismic Analysis CLIENT PG&E-DCPP ORIGINATOR S. C. Tumminelli REVIEWER K. L. Whitmore APPROVED R. F. Evers CALCULATION NO. PGE-009-CALC-003 REVISION 1 The last sections for the Z Strips are the Line 1 sections, and the last sections for the X strips are the Line A sections.

Figures 31 and 32 show a sample of the various sections used, generated by the ANSYS program. All are provided in Appendix MD-4. The data from the file are then compiled and provided in Tables 6 to 10. See Appendix FC-1 for the ANSYS input and output files. Since the Hosgri HE (1) event using the soft rock analysis is the most demanding for the pad design, only the Hosgri results for the soft rock analyses were processed.

The stress results show that these will provide the controlling forces and moments for the design of the pad. The forces for pad design are provided in Table 11.

ENERCON SERVICES, INC.SHEET 42 OF 89 JOB. NO. PGE-009 DATE November 30, 2001 PROJECT DCPP ISFSI SUBJECT ISFSI Cask Storage Pad Seismic Analysis CLIENT PG&E-DCPP ORIGINATOR S. C. Tumminelli REVIEWER K. L. Whitmore APPROVED R. F. Evers CALCULATION NO. PGE-009-CALC-003 REVISION 1 Y z Elements on this side of the selected surface must be eliminated."k__.. These elements must remain. Stress resultants are computed using the nodal forces for these elements.

Surface selected for the computation of stress resultants.

All nodes on the surface must be included.

Node selected for moment summation.

Specified by user.Figure 27 -Strip/Selected Surface da ENERCON SERVICES, INC.SHEET 43 OF 89 JOB. NO. PGE-009 DATE November 30, 2001 PROJECT DCPP ISFSI SUBJECT ISFSI Cask Storage Pad Seismic Analysis CLIENT PG&E-DCPP ORIGINATOR S. C. Tumminelli REVIEWER K. L. Whitmore APPROVED R. F. Evers CALCULATION NO. PGE-009-CALC-003 REVISION 1 Y z x Coordinate system and section for Z strips.Y z x Coordinate system and section for X strips Figure 28 -Strips and Coordinate System SHEET ENERCON SERVICES, INC.JOB. NO. PGE-009 DATE PROJECT DCPP ISFSI SUBJECT ISFSI Cask Storage Pad Seismic A CLIENT PG&E-DCPP ORIGINATOR REVIEWER K. L. Whitmore APPROVED CALCULATION NO. PGE-009-CALC-003 44 OF 89 November 30, 2001 knalysis S. C. Tumminelli R. F. Evers REVISION 1 B)Figure 29 -Pad Grid Q A D N (Z)E 2 3 -C 4( )0 0 0 0 0 0) 0 0 0 0 0 C C C C ENERCON SERVICES, INC.SHEET 45 OF 89 JOB. NO. PGE-009 DATE November 30, 2001 PROJECT DCPP ISFSI SUBJECT ISFSI Cask Storage Pad Seismic Analysis CLIENT PG&E-DCPP ORIGINATOR S. C. Tumminelli REVIEWER K. L. Whitmore APPROVED R. F. Evers CALCULATION NO. PGE-009-CALC-003 REVISION 1 D Strip 4-5, Line C Line 5 B Figure 30 -Pad Grid C Q E 2 3 )C N (Z)Strin A-]J c c c ENERCON SERVICES, INC.SHEET 46 OF 89 JOB. NO. PGE-009 DATE November 30, 2001 PROJECT DCPP ISFSI SUBJECT ISFSI Cask Storage Pad Seismic Analysis CLIENT PG&E-DCPP ORIGINATOR S. C. Tumminelli REVIEWER K. L. Whitmore APPROVED R. F. Evers CALCULATION NO. PGE-009-CALC-003 REVISION I AN Pad Strip A-1 -Line 8 AN Figure 31 -North/South (Z) Strips Pad Strip C-D -Line 5 ENERCON SERVICES, INC.JOB. NO. PROJECT SUBJECT SHEET 47 OF 89 DATE November 30, 2001 PGE-009 DCPP ISFSI ISFSI Cask Storage Pad Seismic Analysis CLIENT PG&E-DCPP ORIGINATOR S. C. Tumminelli REVIEWER K. L. Whitmore APPROVED R. F. Evers CALCULATION NO. PGE-009-CALC-003 REVISION I Pad Strip 5-6 -Line C Figure 32 -East/West (X) Strips AN Pad Strip 1-3 -Line D AN FS ENERCON SERVICES, INC.SHEET 48 OF 89 JOB. NO. PGE-009 DATE November 30, 2001 PROJECT DCPP ISFSI SUBJECT ISFSI Cask Storage Pad Seismic Analysis CLIENT PG&E-DCPP ORIGINATOR S. C. Tumminelli REVIEWER K. L. Whitmore APPROVED R. F. Evers CALCULATION NO. PGE-009-CALC-003 REVISION 1 Table 6 (1/3) -HE (1) NORTH -Z STRIPS -INTERNAL FORCES Line Force/Moment Strip A-B B-C C-D D-E Fy -479342 -430237 10 Fz 984456 921036 Sym. With B-C Sym. With A-B Mx -0.443E8 -0.414E8 Fy -532371 -469565 9 Fz 941641 785822 Sym. With B-C Sym. With A-B Mx -0.197E8 -0.150E8 Fy -527383 -436497 8 Fz 971263 778974 Sym. With B-C Sym. With A-B Mx 4488084 8354419 Fy -549967 -440869 7 Fz 776479 632337 Sym. With B-C Sym. With A-B Mx -900395 1854746 Fy -568401 -453052 6 Fz 488622 447516 Sym. With B-C Sym. With A-B Mx 576226 3581983 Fy -625312 -490995 5 Fz 202111 238016 Sym. With B-C Sym. With A-B Mx 8951040 0.127E8 Fy -731078 -634149 4 Fz -97229 8119 Sym. With B-C Sym. With A-B Mx 0.333E8 0.345E8 Fy -176465 -129535 3 Fz -460244 -343547 Sym. With B-C Sym. With A-B Mx 0. 165E8 0.153E8 Fy -88102 -64899 2 Fz -528563 -473992 Sym. With B-C Sym. With A-B Mx 0.242E8 0.233E8 Fy 11602 -11601 1 Fz 605828 551257 Sym. With B-C Sym. With A-B Mx -0.272E8 -0.249E8 ENERCON SERVICES, INC.SHEET 49 OF 89 JOB. NO. PGE-009 DATE November 30, 2001 PROJECT DCPP ISFSI SUBJECT ISFSI Cask Storage Pad Seismic Analysis CLIENT PG&E-DCPP ORIGINATOR S. C. Tumminelli REVIEWER K. L. Whitmore APPROVED R. F. Evers CALCULATION NO. PGE-009-CALC-003 REVISION 1 Table 6 (2/3) -HE (1) NORTH -X STRIPS -INTERNAL FORCES Line Force/Moment Strip 1-3 3-4 4-5 5-6 Fx 69141 59429 119874 130021 E Fy -55218 -104528 -176353 -185489 Mz 1778811 1889824 5555787 5975053 Fx 270128 211324 182824 194517 D Fy -31071 -81250 -37720 -41194 Mz 3922969 -8350719 -7976190 -7447854 Fx 311040 280349 208770 215522 C Fy -4693 -55875 -15420 -18372 Mz -5851179 -0.107E8 -8936599 -8006198 Fx 243769 185685 182342 191851 B Fy 22875 -28073 12084 11885 Mz -4296744 -7574883 -7876086 -7733355 Fx -69141 -59429 -119874 -130021 A Fy -55218 -104528 -176353 -185490 Mz 1778811 -1889825 -5555787 -5975054 F II ENERCON SERVICES, INC.SHEET 50 OF 89 DATE November 30,2001 JOB. NO. PGE-009 PROJECT SUBJECT CLIENT PG&E-DCPP ORIGINATOR REVIEWER K. L. Whitmore APPROVED CALCULATION NO. PGE-009-CALC-003 S. C. Tumminelli R. F. Evers REVISION 1 Table 6(3/3) -HE (1) NORTH -X STRIPS -INTERNAL FORCES Line Force/Moment Strip 6-7 7-8 8-10 Fx 123553 115783 29304 E Fy -177456 -187168 -85803 Mz 5562018 5165282 3192955 Fx 194123 85375 -157783 D Fy -42445 -49296 -28401 Mz -7318432 -7170075 -1449223 Fx 208684 46752 -175859 C Fy -22028 -32661 -28973 Mz -7748704 -7143824 -1135164 Fx 191504 119437 -138212 B Fy 5855 -4868 -21959 Mz -7564913 -7416332 -1359089 Fx -123553 -115783 -29304 A Fy -177456 -187168 -85803 Mz 5562019 -5165281 -3192957 DCPP ISFSI ISFSI Cask Storage Pad Seismic Analysis EFil 1 ENERCON SERVICES, INC.SHEEt JOB. NO. PGE-009 DATE PROJECT DCPP ISFSI SUBJECT ISFSI Cask Storage Pad Seismic A CLIENT PG&E-DCPP ORIGINATOR REVIEWER K. L. Whitmore APPROVED CALCULATION NO. PGE-009-CALC-003 51 OF 89 November 30, 2001 Lnalysis S. C. Tumminelli R. F. Evers REVISION I Table 7 (1/3) -HE (1) N 32.93 W -Z STRIPS -INTERNAL FORCES Line Force/Moment Strip A-B B-C C-D D-E Fy -389254 -388772 -383148 -442900 10 Fz 801209 783126 798373 873057 Mx -0.345E8 -0.353E8 -0.359E8 -0.408E8 Fy -433936 -413802 -412225 -486561 9 Fz 836009 677379 678284 769405 Mx -0.141 E8 -0.122E8 -0.127E8 -0.187E8 Fy -410580 -380100 -379675 -507225 8 Fz 932447 680829 662665 723971 Mx 5679663 7885156 7661142 3114136 Fy -460869 -381138 -372961 -488408 7 Fz 934240 623931 494679 420015 Mx 1656574 2821450 2541931 -914486 Fy -498597 -394766 -382051 -493842 6 Fz 782025 507279 302985 91509 Mx 5782106 4869688 3437506 -855625 Fy -545048 -430138 -403350 -517184 5 Fz 555056 333949 123732 -170261 Mx 0.183E8 0.136E8 9497611 3131378 Fy -456383 -513914 -454508 -549745 4 Fz 224496 96580 -52112 -387865 Mx 0.336E8 0.308E8 0.241 E8 0.149E8 Fy -151186 -106893 -127649 -226272 3 Fz -300717 -265320 -294964 -491737 Mx 0.122E8 0.128E8 0.122E8 0.103E8 Fy -71335 -55886 -63676 -115104 2 Fz -417731 -388470 -405838 -487285 Mx 0.202E8 0.195E8 0.198E8 0.195E8 Fy -5165 -20614 -12824 38604 1 Fz 482565 453304 470671 552119 Mx -0.221 E8 -0.206E8 -0.213E8 -0.241 E8 SHEET 52 OF 89 DATE November 30, 2001 DCPP ISFSI ISFSI Cask Storage Pad Seismic Analysis CLIENT PG&E-DCPP ORIGINATO]

ENERCON SERVICES, INC. REVIEWER K. L. Whitmore APPROVED CALCULATION NO. PGE-009-CALC-003 R1 S.C. Tumminelli R. F. Evers REVISION 1 Table 7 (2/3) -HE (1) N 32.93 W -X STRIPS -INTERNAL FORCES Line Force/Moment Strip 1-3 3-4 4-5 5-6 Fx 283498 452129 529907 538508 E Fy -79106 -380041 -448504 -443223 Mz 0.111 E8 0.203E8 0.239E8 0.242E8 Fx 386061 347454 305481 317380 D Fy -97049 -378377 -328155 -312784 Mz -1256206 -2437693 -1664003 -1234268 Fx 321049 334474 255649 250783 C Fy -66042 -378145 -310132 -284839 Mz -9826424 -0.164E8 -0.117E8 -9174402 Fx 153172 174951 134715 119990 B Fy -6305 -277562 -323232 -270045 Mz -0.126E8 -0.247E8 -0.226E8 -0.181E8 Fx 105479 210988 238003 252640 A Fy -56731 -11001 -23791 -456 Mz 5947292 9325835 0.109E8 0.115E8 JOB. NO. PROJECT SUBJECT PGE-009 i F

ll ENERCON SERVICES, INC.SHEET 53 OF 89 JOB. NO. PGE-009 DATE November 30, 2001 PROJECT DCPP ISFSI SUBJECT ISFSI Cask Storage Pad Seismic Analysis CLIENT PG&E-DCPP ORIGINATOR S. C. Tumminelli REVIEWER K. L. Whitmore APPROVED R. F. Evers CALCULATION NO. PGE-009-CALC-003 REVISION 1 Table 7 (3/3) -HE (1) N 32.93 W -X Strips -Internal Forces Line Force/Moment Strip 6-7 7-8 8-10 Fx 518752 478957 283952 E Fy -432162 -426549 -184953 Mz 0.232E8 0.213E8 0.149E8 Fx 307254 221313 10178 D Fy -305279 -301199 -119097 Mz -1270735 -1470806 2597690 Fx 236869 89813 -141236 C Fy -275898 -273999 -115063 Mz -8288187 -7253060 150097 Fx 115016 40040 -246062 B Fy -256132 -252228 -116171 Mz -0.162E8 -0.143E8 -3002323 Fx 248129 234107 219737 A Fy 11657 11915 24900 Mz 0.110E8 0.103E8 8945723 F IC ENERCON SERVICES, INC.SHEET 54 OF 89 JOB. NO. PGE-009 DATE November 30, 2001 PROJECT DCPP ISFSI SUBJECT ISFSI Cask Storage Pad Seismic Analysis CLIENT PG&E-DCPP ORIGINATOR S. C. Tumminelli REVIEWER K. L. Whitmore APPROVED R. F. Evers CALCULATION NO. PGE-009-CALC-003 REVISION 1 Table 8 (1/3) -HE (1) N 45 W -Z STRIPS -INTERNAL FORCES Line Force/Moment Strip A-B B-C C-D D-E Fy -325352 -357842 -347015 -396089 10 Fz 664004 674343 693901 761311 IMx -0.276E8 -0.305E8 -0.313E8 -0.363E8 Fy -362194 -371083 -365986 -438809 9 Fz 727818 589027 589800 643616 Mx -0.104E8 -0.101 E8 -0.107E8 -0.1 70E8 Fy -343322 -336051 -333261 -462441 8 Fz 840754 595729 571757 573564 Mx 6379130 7532480 7168576 2584175 Fy -399885 -332033 -318752 -426063 7 Fz 922218 580897 414353 258937 Mx 3262280 3685275 3172163 -393060 Fy -438641 -342728 -325679 -426967 6 Fz 831122 497441 236265 -54653 Mx 7631121 5575850 3587737 -881510 Fy -465772 -369446 -339732 -440479 5 Fz 638180 350564 84504 -282309 Mx 0.184E8 0.126E8 7999275 1976080 Fy -373012 -413726 -348295 -441523 4 Fz 307826 124277 -44466 -436877 Mx 0.280E8 0.255E8 0.180E8 9904902 Fy -137725 -92139 -120453 -214610 3 Fz -224139 -211155 -241789 -453792 Mx -186997 0.111E8 0.100E8 5127026 Fy -61874 -48875 -59466 -135786 2 Fz -351226 -325452 -340128 -417498 Mx 0.176E8 0.167E8 0.167E8 0.141E8 Fy -14626 -27625 -17034 59286 Fz 405828 380054 394730 472100 Mx -0.190E8 -0.174E8 -0.180E8 -0.200E8 SHEET 55 OF 89 DATE November 30, 2001 JOB. NO. PGE-009 PROJECT EII CLIENT PG&E-DCPP ORIGINATO]

ENERCON SERVICES, INC. REVIEWER K. L. Whitmore APPROVED CACUATO NO.VICESCICC.

CALCULATION NO. PGE-009-CALC-003 1 S.C. Tumminelli R. F. Evers REVISION 1 Table 8 (2/3) -HE (1) N 45 W -X STRIPS -INTERNAL FORCES Line Force/Moment Strip 1-3 3-4 4-5 5-6 Fx 372673 579982 652001 662871 E Fy -126085 -470689 -520256 -518256 Mz 0.155E8 0.261E8 0.293E8 0.297E8 Fx 426121 402216 351134 360782 D Fy -138189 -454611 -411375 -397072 Mz -1335521 -2050754 -345760 325408 Fx 325233 362866 283100 272998 C Fy -99116 -468289 -402202 -378309 Mz -0.122E8 -0.199E8 -0.145E8 -0.114E8 Fx 125910 190056 149033 117907 B Fy -19847 -344044 -448914 -424565 Mz -0.162E8 -0.324E8 -0.319E8 -0.273E8 Fx 157191 282957 318364 340419 A Fy -59518 5109 -14886 97 Mz 8290350 0.124E8 0.143E8 0.153E8 SUBJECT ISFSI Cask Storage Pad Seismic Analysis DCPP ISFSI m FS ENERCON SERVICES, INC.SHEET 56 OF 89 JOB. NO. PGE-009 DATE November 30, 2001 PROJECT DCPP ISFSI SUBJECT ISFSI Cask Storage Pad Seismic Analysis CLIENT PG&E-DCPP ORIGINATOR S. C. Tumminelli REVIEWER K. L. Whitmore APPROVED R. F. Evers CALCULATION NO. PGE-009-CALC-003 REVISION 1 Table 8 (3/3) -HE (1) N 45 W -X Strips -Internal Forces Line Force/Moment Strip 6-7 7-8 8-10 Fx 640137 589823 366057 E Fy -507141 -493633 -215619 Mz 0.286E8 0.262E8 0.185E8 Fx 346794 275615 86547 D Fy -387703 -379997 -147402 Mz 397700 263964 3755967 Fx 257122 126085 -99190 C Fy -362466 -353165 -146313 Mz -9854861 -8168614 228578 Fx 108262 33846 -248825 B Fy -382498 -350581 -157283 Mz -0.240E8 -0.199E8 -4749089 Fx 338346 325587 282880 A Fy 13916 20970 33425 Mz 0.150E8 0.142E8 0.125E8 ENERCON SERVICES, INC.SHEET 57 OF 89 JOB. NO. PGE-009 DATE November 30,2001 PROJECT DCPP ISFSI SUBJECT ISFSI Cask Storage Pad Seismic Analysis CLIENT PG&E-DCPP ORIGINATOR S. C. Tumniinelli REVIEWER K. L. Whitmore APPROVED R. F. Evers CALCULATION NO. PGE-009-CALC-003 REVISION 1 Table 9 (1/3) -HE (1) N 57.07 W -Z STRIPS -INTERNAL FORCES Line Force/Moment Strip A-B B-C C-D D-E Fy -247620 -318496 -303039 -340405 10 Fz 500694 540665 564231 620784 Mx -0.197E8 -0.246E8 -0.255E8 -0.303E8 Fy -275731 -315240 -308980 -375239 9 Fz 592301 480352 480970 493941 Mx -6523518 -7340447 -8158849 -0.1 43E8 Fy -263576 -278920 -275781 -399808 8 Fz 715855 490374 461400 402743 Mx 6524561 7092327 6608839 2220029 Fy -315591 -268302 -251966 -345651 7 Fz 874679 521455 326173 96470 Mx 5162040 4810041 3973422 372199 Fy -346785 -275775 -256457 -342788 6 Fz 846870 473106 171235 -184069 Mx 8720461 6222828 3842488 -685040 Fy -354246 -295110 -265631 -349588 5 Fz 690846 354621 53375 -362607 Mx 0.155E8 0.111E8 6744046 1317446 Fy -293556 -302758 -257699 -336965 4 Fz 378042 158280 -25643 -446219 Mx 0.215E8 0.194E8 0.127E8 6974362 Fy -118617 -73319 -119870 -160367 3 Fz -137704 -143957 -170375 -372712 Mx 8640674 9219277 6553221 1536800 Fy -49072 -39726 -56627 -126340 2 Fz -271218 -245947 -250692 -306845 Mx 0.146E8 0.133E8 0.125E8 8396794 Fy -27428 -36774 -19873 49840 1 Fz 313198 287926 292671 348825 Mx -0.153E8 -0.134E8 -0.136E8 -0.137E8 JOB. NO. PROJECT SUBJECT SHEET 58 OF 89 DATE November 30, 2001 PGE-009 DCPP ISFSI ISFSI Cask Storage Pad Seismic Analysis-CLIENT PG&E-DCPP ORIGINATOR S.C. Tumminelli REVIEWER K.L. Whitmore APPROVED R. F. Evers ENERCON SERVICES, INC. CALCULATION NO. PGE-009-CALC-003 REVISION 1 Table 9 (2/3) -HE (1) N 57.07 W -X STRIPS -INTERNAL FORCES Line Force/Moment Strip 1-3 3-4 4-5 5-6 Fx 450218 679590 749805 763680 E Fy -177633 -528402 -577059 -579257 Mz 0.197E8 0.304E8 0.336E8 0.342E8 Fx 444534 443412 388621 396899 D Fy -182106 -491581 -475709 -465942 Mz -136072 -879857 702827 1401693 Fx 314728 380706 306788 291856 C Fy -142078 -526190 -476190 -459813 Mz -0.140E8 -0.227E8 -0.172E8 -0.141E8 Fx 94084 200348 170344 139190 B Fy -38765 -399797 -482381 -539145 Mz -0.195E8 -0.390E8 -0.401E8 -0.359E8 Fx 203417 342100 379049 403341 A Fy -61455 16577 -3860 4614 Mz 0.104E8 0.150E8 0.169E8 0.180E8 F2 :3 ENERCON SERVICES, INC.SHEET 59 OF 89 JOB. NO. PGE-009 DATE November 30, 2001 PROJECT DCPP ISFSI SUBJECT ISFSI Cask Storage Pad Seismic Analysis CLIENT PG&E-DCPP ORIGINATOR S. C. Tumminelli REVIEWER K. L. Whitmore APPROVED R. F. Evers CALCULATION NO. PGE-009-CALC-003 REVISION 1 Table 9 (3/3) -HE (1) N 57.07 W -X Strips -Internal Forces Line Force/Moment Strip 6-7 7-8 8-10 Fx 739447 680607 432652 E Fy -568509 -546884 -232478 Mz 0.330E8 0.302E8 0.213E8 Fx 380446 327981 165085 D Fy -456362 -445652 -171680 Mz 1600167 1638774 4643853 Fx 275914 170069 -42161 C Fy -441812 -424563 -176363 Mz -0.121E8 -9714659 -51248 Fx 118953 41416 -225013 B Fy -531133 -471289 -201104 Mz -0.320E8 -0.269E8 -7807333 Fx 403758 393858 315633 A Fy 15376 27793 955 Mz 0.178E8 0.172E8 0.146E8 ENERCON SERVICES, INC.SHEET 60 OF 89 JOB. NO. PGE-009 DATE November 30, 2001 PROJECT DCPP ISFSI SUBJECT ISFSI Cask Storage Pad Seismic Analysis CLIENT PG&E-DCPP ORIGINATOR S. C. Tummninelli REVIEWER K. L. Whitmore APPROVED R. F. Evers CALCULATION NO. PGE-009-CALC-003 REVISION 1 Table 10 (1/3) -HE (1) WEST -Z STRIPS -INTERNAL FORCES Line Force/Moment Strip A-B B-C C-D D-E Fy -89382 -127868 -152281 -143481 10 Fz 38589 91044 129661 140044 Mx 983130 -3706622 -6061128 -9185582 Fy -65182 -119504 -116961 -150936 9 Fz 174217 123475 122259 19445 Mx 4598607 1073714 395996 -4240410 Fy -36098 -106948 -88183 -171805 8 Fz 298134 144979 106397 -102709 Mx 7173904 5903260 4849006 1543524 Fy -15956 -31402 -23333 -60070 7 Fz 648248 318485 88655 -291139 Mx 9604255 9232858 6862494 3417829 Fy -28443 -26025 -23057 -52228 6 Fz 796550 383567 41805 -401664 Mx 9092937 8121906 5033766 764098 Fy -46973 -28304 -27930 -54469 5 Fz 776337 373753 45884 -389753 Mx 8985788 8376861 5228107 1073675 Fy -55924 -17482 -15753 -34866 4 Fz 586490 289296 101657 -253450 Mx 9173212 9953764 7341382 4496735 Fy -11424 42596 40225 74413 3 Fz 174172 123453 122275 19398 Mx 6188009 5921344 5107146 2521466 Fy 12764 51143 75743 66980 2 Fz 38618 90943 129645 139995 Mx 4038801 1664371 780213 -2869666 Fy -89264 -127643 -152243 -143480 1 Fz -38618 -90943 -129645 -139995 Mx -977960 3699209 6059382 9183442 ENERCON SERVICES, INC.SHEET 61 OF 89 DATE November 30, 2001 JOB. NO. PGE-009 PROJECT SUBJECT CLIENT PG&E-DCPP ORIGINATOR S. C. Tumminelli REVIEWER K. L. Whitmore APPROVED R. F. Evers CALCULATION NO. PGE-009-CALC-003 REVISION 1 Table 10 (2/3) -HE (1) WEST -X STRIPS -INTERNAL FORCES Line Force/Moment Strip 1-3 3-4 4-5 5-6 Fx 525273 793710 864466 886415 E Fy -239121 -603514 -644896 -653720 Mz 0.245E8 0.353E8 0.386E8 0.396E8 Fx 359377 439877 428621 442417 D Fy -207832 -537258 -547955 -550606 Mz 4887233 2676159 2511197 2533592 Fx 155772 313732 319608 322227 C Fy -229902 -533490 -544956 -547001 Mz -5421793 -0.174E8 -0.182E8 -0.184E8 Fx -49505 154160 176810 171332 B Fy -146374 -511333 -540098 -546142 Mz -0.218E8 -0.449E8 -0.476E8 -0.481E8 Fx 304554 439648 461317 471814 A Fy -51285 28776 15306 14470 Mz 0.148E8 0.193E8 0.203E8 0.208E8 DCPP ISFSI ISFSI Cask Storage Pad Seismic Analysis SHEEI ENERCON SERVICES, INC.JOB. NO. PGE-009 DATE PROJECT DCPP ISFSI SUBJECT ISFSI Cask Storage Pad Seismic A CLIENT PG&E-DCPP ORIGINATOR REVIEWER K. L. Whitmore APPROVED CALCULATION NO. PGE-009-CALC-003 62 OF 89 November 30, 2001 knalysis S. C. Tumiminelli R. F. Evers REVISION 1 Table 10 (3/3) -HE (1) WEST -X STRIPS -INTERNAL FORCES Line Force/Moment Strip 6-7 7-8 8-10 Fx E Fy Sym. with 4-5 Sym. with 3-4 Sym. with 1-3 Mz Fx D Fy Sym. with 4-5 Sym. with 3-4 Sym. with 1-3 Mz Fx C Fy Sym. with 4-5 Sym. with 3-4 Sym. with 1-3 Mz Fx B Fy Sym. with 4-5 Sym. with 3-4 Sym. with 1-3 Mz Fx A Fy Sym. With 4-5 Sym. with 3-4 Sym. with 1-3 Mz ENERCON SERVICES, INC.SHEET 63 OF 89 JOB. NO. PGE-009 DATE November 30, 2001 PROJECT DCPP ISFSI SUBJECT ISFSI Cask Storage Pad Seismic Analysis CLIENT PG&E-DCPP ORIGINATOR S. C. Tumminelli REVIEWER K. L. Whitmore APPROVED R. F. Evers CALCULATION NO. PGE-009-CALC-003 REVISION 1 All the moment and axial force data in Tables 6 through 10 are plotted in Figures 33 and 34 below. The input data was adjusted for the 10 foot strips (factored by 1.7) and for the last section (signs were reversed).

Table 11 presents design data from each quadrant, i.e., all the combinations of controlling signed values of moment and axial force, along with the maximum shear values, scanned manually.

Z Strips Force/Moment Plot0 Moment (In-Lbs. x E-8)Figure 33 -Z Strips Internal Forces E I ENERCON SERVICES, INC.SHEET 64 OF 89 JOB. NO. PGE-009 DATE November 30, 2001 PROJECT DCPP ISFSI SUBJECT ISFSI Cask Storage Pad Seismic Analysis CLIENT PG&E-DCPP ORIGINATOR S. C. Tumminelli REVIEWER K. L. Whitmore APPROVED R. F. Evers CALCULATION NO. PGE-009-CALC-003 REVISION 1 X Strips Force/Moment Plot Moment (In-Lbs x E-8)Figure 34 -X Strips Internal Forces 4..

ENERCON SERVICES, INC.SHEET 65 OF 89 JOB. NO. PGE-009 DATE November 30, 2001 PROJECT DCPP ISFSI SUBJECT ISFSI Cask Storage Pad Seismic Analysis CLIENT PG&E-DCPP ORIGINATOR S. C. Tumminelli REVIEWER K. L. Whitmore APPROVED R. F. Evers CALCULATION NO. PGE-009-CALC-003 REVISION 1 Table 11 (1/2) -Z Strips -Internal Forces for Design Quadrant Mx Fz Location/Table Ref. +Mx Ten. on Bot. 0.0449E8 0.971E6 A-B/8 Table 6 0.184E8 0.638E6 A-B/5 Table 8 0.336E8 0.224E6 A-B/4 Table 7 0.345E8 0.00812E6 B-C/4 Table 6 -Mx Comp. On Bot. -0.443E8 0.984E6 A-B/10 Table 6 +Fz Comp. on Sect. -Mx Comp. On Bot. -0.001 87E8 -0.224E6 A-B/3 Table 8 -Fz Ten. on Sect. +Mx Ten. on Bot. 0.333E8 -0.097E6 B-C/4 Table 6 -Fz Ten. on Sect. 0.272E8 -0.606E6 A-B/1 Table 6 Shear Force Fy -731078 A-B/4 Table 6 Table 11 (2/2) -X Strips -Internal Forces for Design Quadrant Mz Fx Location/Table Ref. +Mz Comp. on Bot. 0.4165E8 0.8925E6 1-3/E Table 10* +Fx Comp. on Sect. -Mz Ten. on Bot. -0.00231E8 0.7565E6 1-3/D Table 9* +Fx Comp. on Sect. -0.238E8 0.5355E6 1-3/C Table 9* -0.476E8 0.177E6 4-5/B Table 10 -0.481E8 0.171E6 5-6/B Table 10 -Mz Ten. on Bot. -0.370E8 -0.08415E6 1-3/B Table 10* -Fx Ten. on Sect. -0.2516E8

-0.5185E6 1-3/A Table 10" -0.2482E8

-0.5372E6 8-10/A Table 9* +Mz Comp. on Bot. 0.00255E8

-0.2397E6 8-10/C Table 7" -Fx Ten. on Sect. Shear Force Fy -653720 5-6/E Table 10

• Factor of 1.7 applied.

Adjustments to these values will be made using factors developed later in this calculation.

F .!~i 3'ii:! ENERCON SERVICES, INC. Rock Bearing Pressures SHEET 66 OF 89 JOB. NO. PGE-009 DATE November 30, 2001 PROJECT DCPP ISFSI SUBJECT ISFSI Cask Storage Pad Seismic Analysis CLIENT PG&E-DCPP ORIGINATOR S. C. Tumminelli REVIEWER K. L. Whitmore APPROVED R. F. Evers CALCULATION NO. PGE-009-CALC-003 REVISION 1 The database was scanned using the ANSYS post processor for the maximum compressive stress in the rock beneath the pad. The results are provided in Table 12 below. See Appendix SN-2 for the details.

Table 12 -ROCK RESPONSE -PRESSURE (STRESS) RESULTS LS EQ Direction SOFT HARD V HARD GY Max GY Max GY Max 1 Gravity -15.72 -16.32 -16.36 2 HE(1) N -18.25 -20.38 -23.86 3 HE(l) N32.93W -21.72 -25.06 -27.61 4 HE(1) N45W -24.20 -27.92 -31.13 5 HE(1) N57.07W -26.36 -30.61 -34.42 6 HE(l) W -29.31 -34.28 -38.92 7 HE(l)* N -8.77 -9.60 -11.05 8 HE(l) W -13.39 -15.39 -17.35 9 HE(3)* N -28.94 -30.10 -30.18 10 HE(3)* W -32.05 -34.13 -36.24 11 L(2) N -16.65 -17.93 -21.00 12 L(2) N32.93W -19.61 -22.38 -24.61 13 L(2) N45W -21.78 -24.93 -27.77 14 L(2) N57.07W -23.71 -27.35 -30.75 15 L(2) W -26.32 -30.55 -34.68 16 L(2)* N -7.17 -7.16 -8.50 17 L(2)* W -10.95 -12.64 -14.37 18 L(4)* N -6.63 -6.11 -7.27 19 L(4)* W -9.44 -10.93 -12.47

• Load components are combined using the 40-100-40 rule. All others combined using 100-40-40 rule.

SHEET 67 OF 89 JOB. NO. PGE-009 DATE November 30, 2001 PROJECT DCPP ISFSI SUBJECT ISFSI Cask Storage Pad Seismic Analysis CLIENT PG&E-DCPP ORIGINATOR S. C. Tumminelli ENERCON SERVICES, INC. REVIEWER K. L. Whitmore APPROVED R. F. Evers CALCULATION NO. PGE-009-CALC-003 REVISION 1 The applied gravity bearing pressure is 16.36 psi = 16.36*144/1000

= 2.36 ksf. The allowable bearing pressure is 40 ksf, (Section 6.4.3.5, Reference 2). Therefore, this is acceptable with ample margin. The maximum applied gravity plus seismic pressures all occur in the very hard rock analyses.

These pressures are (see Table 12): 38.92 psi for LS 6, HE(l) West, combined via the 100-40-40 rule 36.24 psi for LS 10 HE(3) West, combined via the 40-100-40 rule 34.68 psi for LS 15 LTSP(2) West, combined via the 100-40-40 rule The application of the Holtec force components and the pad accelerations for LS 10 were designed to maximize the applied bearing pressure.

However, the components and accelerations for LS 6 and 15 were designed to maximize uplift. The results from these two analyses are adjusted to reflect the maximum down components.

Use a 17-foot square associated with a single cask. For the Hosgri load cases, use the maximum down component from HE(3) rather than HE(1) to be conservative (See Table 1 and the descriptions of the load steps). Therefore:

Max. Dn for HE is 360 + 0.40 * (773.3 -360) = 525.32 kips and A Dn = 525.32 -267.04 kips = 258.28 kips Max A Dn acceleration is 2

• 0.20 = 0.40G Thus, A pad load is 0.40 * (17*17*7.5*0.15)

= 130.05 kips. Thus, Net A Dn = 258.28 + 130.05 388.33 kips. 388.33 And the increase in bearing pressure is -1.344 ksf 17"*17 Adding this to the LS 6 result of 38.92 psi is: Net Pressure = 38.92*144/1000

+ 1.344 = 6.95 ksf. The LTSP value is computed similarly:

Max. Dn for LTSP is 360 + 0.40 * (684.1 -360) = 489.64 kips and A Dn = 489.64 -258.32 kips = 231.32 kips Max A Dn acceleration is 2

• 0.28 = 0.56G Thus, A pad load is 0.56 * (17*17*7.5*0.15)

= 182.07 kips.Thus, Net A Dn = 231.32 + 182.07 = 413.39 kips.

ENERCON SERVICES, INC.SHEET 68 OF 89 JOB. NO. PGE-009 DATE November 30, 2001 PROJECT DCPP ISFSI SUBJECT ISFSI Cask Storage Pad Seismic Analysis CLIENT PG&E-DCPP ORIGINATOR S. C. Tumminelli REVIEWER K. L. Whitmore APPROVED R. F. Evers CALCULATION NO. PGE-009-CALC-003 REVISION 1 And the increase in bearing pressure is 413.39 1.430 ksf 17*17 Adding this to the LS 15 result of 34.68 psi is: Net Pressure = 34.68*144/1000

+ 1.430 = 6.42 ksf. Therefore, the maximum applied gravity plus seismic bearing pressure is 6.95 ksf. The allowable bearing pressure is 52 ksf, (Section 6.4.3.5, Reference 2). This is also acceptable with ample margin. The vertical stresses are plotted below in Figures 35 to 38 for Load Steps 6 and 10. These plots show that the computed maximum pressures are very local within the rock mass.

EN NI ENERCON SERVICES, INC.JOB. NO. PROJECT SHEET 69 OF 89 DATE November 30, 2001 PGE-009 DCPP ISFSI SUBJECT ISFSI Cask Storage Pad Seismic Analysis CLIENT PG&E-DCPP ORIGINATOR S. C. Tumminelli REVIEWER K. L. Whitmore APPROVED R. F. Evers CALCULATION NO. PGE-009-CALC-003 REVISION 1 ANSYS 5.7 MAY 2. 2001 16: 40:32 NODAL SOLUTION STEP=6 SUB =1 TIME=6 SY (AVG) RSYS=O PoweGGraphics EFACET=1 AVRES=Ma:

DMX =.003878 SMN -38.921 SMX =3.645 -38.921 --34.192 -29.462 -24.733 -20.003 -15.273 -10.544 m -5.814 -1.084 M 3.645 20 Casks, 515 Kips West (W), Very Hard Rock Figure 35 -Rock Y direction stresses for Load Step 6 ANSYS 5.7 MAY 21 2001 16:46:49 NODAL SOLUTION STEP=6 S'UB =1 TIME=6 SY (AVG) RSYS=O PowerGraphics EFACET=1 AVRES=Mat DMX =.003878 SMN =-38.921 SMX =3.779 -38.921 -34.177 -29.432 -24.688 -19.943 -15.199 -10.454 S-5.71 -.965414 13.779 Figure 36 -Rock Y direction stresses, cutaway, for Load Step 6 Pad, HE(1), Pad, HE(1), 20 Casks, 515 Kips West MW), Very Hard Rock F1 ENERCON SERVICES, INC.JOB. NO. PGE-009 PROJECT DCPP ISI SUBJECT ISFSI Ca.SHEET 70 OF 89 DATE November 30, 2001 SSI sk Storage Pad Seismic Analysis CLIENT PG&E-DCPP ORIGINATOR S. C. Tumminelli REVIEWER K. L. Whitmore APPROVED R. F. Evers CALCULATION NO. PGE-009-CALC-003 REVISION 1 Pad, HE(3), 20 Casks, 171.2 Kips West (X), Max Dn, Very Hard Roc ANSYS 5.7 MDAY 21 2001 16: 48:56 NODAL SOLUTION STEP=-0 SUB 1I TIME=10 SY (AVG) RKYS=Z PowerGCaphics EFACET-1 AVRES=M0.at DMX .04033 SMB{ =36.237 SMX =.522 -36.237 -31.931 -27.624 -23.318 -19.011 S-14.704 -10.398 -6.091 -.2. s2 k Figure 37 -Rock Y direction stresses for Load Step 10 -Max Down ANSYS 5.7 MAY 21 2001 16: 47: 5 NODAL SOLUTION STEP=10 SUB' =1 TIME=-0 SY (AVG) RýYS=PowerGraphics EFACET=1 AVRES=Mat DMX .004033 SMN -36.237 SMX =2.522 -36.237 -31.931 -27.624 -23.318 -19.011 -14.704 -10.398 6.091 12.522 Pad, HE(3), 20 Casks, 171.2 Kips West (X), Max Dn, Very Hard Roc IC Figure 38 -Rock Y direction stresses, cutaway, Load Step 10 -Max Down ENERCON SERVICES, INC.SHEET 71 OF 89 JOB. NO. PGE-009 DATE November 30, 2001 PROJECT DCPP ISFSI SUBJECT ISFSI Cask Storage Pad Seismic Analysis CLIENT PG&E-DCPP ORIGINATOR S.C. Tumminelli REVIEWER K. L. Whitmore APPROVED R. F. Evers CALCULATION NO. PGE-009-CALC-003 REVISION 1 Pad Response at Reduced Concrete Density The various design codes and documents require that when dead weight assists in providing resistance to the applied loads, that the structure be assessed assuming that the dead weight is reduced to 90% of its design value (See Reference 9, Section 9.2.3. Reference 8, Table 3-1 requires a reduction to 95%, see definition of D.). In the case of the pad, of course, the dead weight of the pad provides the resistance to lift off during a seismic event. The pad, however, also participates on the demand side of this evaluation.

Since the center of gravity of the pad is above the rock, the acceleration of the pad itself will result in an applied moment tending to lift the pad off the rock. However, the pad can have only one density.

Therefore, the analysis was rerun for the soft rock model, using a concrete weight density of 135 pcf, which is equal to 90% of 150 pcf. The applied load on the pad along with its resisting effects were both reduced.

Since the relative proportions of response could not be ascertained a priori, both the Hosgri and LTSP loads were applied. These are Load Steps 2 through 6 and 11 through 15, see Tables 2 and 3. The reaction evaluation is presented in Appendix RL-3, the pad and cask displacements are presented in Appendix DN-5, and the pad X and Z stresses are presented in Appendix SN-3. The results are presented in Table 13 along with the bounding results from the soft rock analyses using normal weight concrete.

E,1 ENERCON SERVICES, INC.SHEET 7 JOB. NO. PGE-009 DATE No PROJECT DCPP ISFSI SUBJECT ISFSI Cask Storage Pad Seismic Analy, CLIENT PG&E-DCPP ORIGINATOR S. C REVIEWER K. L. Whitmore APPROVED R. F CALCULATION NO. PGE-009-CALC-003 2 OF 89 vember 30, 2001 sis Tumminelli Evers REVISION 1 Table 13 -MAXIMUM PAD RESPONSES

-REDUCED CONCRETE DENSITY SOFT ROCK LS EQ Direction

&Max kCask (YX Max GX Min C7Z Max GZ Min Envelope of 19 Basic Load 0.101 0.028 261 -405 270 -410 Cases, normal density see Tables 2 and 3 2 HE(l) N 0.067 0.00529 46 -106 254 -392 3 HE(l) N32.93W 0.110 0.0295 141 -262 220 -398 4 HE(l) N45W 0.112 0.0351 185 -311 196 -368 5 HE(l) N57.07W 0.105 0.0359 225 -348 166 -320 6 HE(l) W 0.052 0.0178 247 -393 60 -131 11 L(2) N 0.054 0.00104 42 -94 245 -366 12 L(2) N32.93W 0.089 0.0199 131 -244 212 -370 13 L(2) N45W 0.091 0.0238 176 -290 188 -341 14 L(2) N57.07W 0.084 0.0243 213 -324 158 -296 L(2) W 0.042 0.0111 240 -365 55 -119 1519

• Load components are combined using the 40-100-40 rule. Comparing these results to the normal weight concrete results, the displacements are increased by 10 to 11 percent owing to the reduction in weight holding the pad and casks down. These displacements are, however, still small and acceptable.

The stresses are all either the same or slightly lower than those shown in Table 3, since the net horizontal force is reduced. These results clearly show that additional evaluations of this analysis are not warranted and that the postulation of a reduced concrete density to 90 percent of its design value does not present a challenge to the design.

SHEET 73 OF 89 JOB. NO. PGE-009 DATE November 30, 2001 PROJECT DCPP ISFSI F , 3 SUBJECT ISFSI Cask Storage Pad Seismic Analysis CLIENT PG&E-DCPP ORIGINATOR S. C. Tumminelli ENERCON SERVICES, INC. REVIEWER K. L. Whitmore APPROVED R. F. Evers CALCULATION NO. PGE-009-CALC-003 REVISION 1 Pad Response for Cask Placement Sequence The pad has been analyzed for a cask placement sequence that begins with placing the first cask at the southern most row. Figure 39 shows the placement sequence beginning with cask number 1 and ending with cask number 20. The pad was analyzed for the various cask configurations that will occur through the sequence of placing the casks on the pad. All configurations were analyzed from the placement of cask number 1 to the placement of cask number 14. The remaining configurations, 15 through 19, were not specifically analyzed, since the results clearly show that the pad response approaches that of the fully loaded pad, all 20 casks, asymptotically.

Each configuration was analyzed for the Hosgri HE(l) earthquake aimed at 45 degrees around the compass, since many of the cask placement configurations are not symmetrical.

Where symmetrical configurations were encountered, the analysis took advantage of them. Therefore, the analyses are for HE(1) aimed at North, North 45 West, West, South 45 West, South, South 45 East, East, and North 45 East. The pad accelerations were also aimed in the same directions as the loads. The soft rock model was used for analysis since that has been shown to result in the highest displacements and stresses.

The calculations were performed in sets. Thus cask placement sequence 1 though 1 to 6 were analyzed together (42 load steps), I to 7 through 1 to 10 (26 load steps), and then I to 11 through 1 to 14 (26 load steps). In all, therefore, 94 load steps were analyzed.

In order to minimize the volume of paperwork, these three sets were then enveloped to produce a conservative set of response results. The individual load cases were enveloped for maximum responses, which provide the displacements and the maximum positive (tensile) stresses, and they were enveloped for minimum responses, which provide the maximum negative (compressive) stresses.

The displacement envelopes are exact, the stress envelopes are either exact or conservative, since ANSYS envelopes the element stresses and then provides nodal average stresses from these. As an example, take two elements with a node between them. Say for the first load case, the element stresses are 100 and 200, with the nodal average of 150. See Table below. Now, say for the second load case, the element stresses are 150 and 150, with a nodal average of 150. The true envelope of these cases would be a nodal average of 150. However, since ANSYS envelops the element stresses, it will provide an enveloped nodal average of 175.

ENERCON SERVICES, INC.SHEET 74 OF 89 JOB. NO. PGE-009 DATE November 30, 2001 PROJECT DCPP ISFSI SUBJECT ISFSI Cask Storage Pad Seismic Analysis CLIENT PG&E-DCPP ORIGINATOR S. C. Tumminelli REVIEWER K. L. Whitmore APPROVED R. F. Evers CALCULATION NO. PGE-009-CALC-003 REVISION 1 Load Case Stress in Element Stress in Element Nodal Stress Number I Number 2 1 100 200 150 2 150 150 150 Envelope using nodal envelope 150 Envelope using element envelope 150 200 175 Obviously, this is a vastly simplified representation of the process ANSYS actually uses since the elements are numerically integrated and the nodal averaging algorithms are much more complex than a simple average, yet the concept presented is accurate.

Of course, if the maximum and minimum values are controlled by adjacent elements from the same load case, then the envelope algorithm will provide the exact result. The reaction calculation is provided in Appendix RL-4, and the enveloping data files are provided in Appendix EN-1. The results are provided in Table 14 below.

ESI ENERCON SERVICES, INC.N (Z)SHEET 75 OF 89 JOB. NO. PGE-009 DATE November 30,2001 PROJECT DCPP ISFSI SUBJECT ISFSI Cask Storage Pad Seismic Analysis CLIENT PG&E-DCPP ORIGINATOR S. C. Tumminelli REVIEWER K. L. Whitmore APPROVED R. F. Evers CALCULATION NO. PGE-009-CALC-003 REVISION I D5 9 13 17 19 01 (2 7 11 15 D3 4 8 12 16 D6 10 14 18 20 Figure 39 -Cask Placement Sequence ENERCON SERVICES, INC.JOB. NO. PROJECT SUBJECT CLIENT SHEET 76 OF 89 DATE November 30, 2001 PGE-009 DCPP ISFSI ISFSI Cask Storage Pad Seismic Analysis PG&E-DCPP ORIGINATOR S. C. Tumminelli REVIEWER K. L. Whitmore APPROVED CALCULATION NO. PGE-009-CALC-003 R. F. Evers REVISION I Table 14 -CASK PLACEMENT SEQUENCCE ENVELOPE OF PAD RESPONSES

-SOFT ROCK Loads/Rock Characteristics 6 Max kCask .YX Max CYX Min GYZ Max CYZ Min Envelope of 19 Basic Load Casesoe Tf1absi 2 oad 3 0.101 0.028 261 -405 270 -410 Cases, see Tables 2 and 31 42 Hosgri Load Cases/Soft Rock/Casks I to I to 6* 0.035 -0.003 199 -280 163 -243 26 Hosgri Load Cases/Soft 0.061 0.008 230 -332 199 -295 Rock,/Casks I to 7, to I to 10* 26 Hosgri Load Cases/Soft Rock/Casks I to 11, to 1 to 14*** 0.080 0.017 247 -364 237 -337 All load components are combined using the 100-40-40 rule.

• Includes casks placed in sequence 1, 1 and 2, 1 to 3, 1 to 4, 1 to 5 and I to 6. ** Includes casks placed in sequence I to 7, 1 to 8, 1 to 9 and 1 to 10.

• Includes casks placed in sequence I to 11, I to 12, 1 to 13 and I to 14. The results provided in the Table show that the displacements and stresses for the cases analyzed for the placement sequence configurations described above, are all bounded by the fully loaded analyses (all 20 casks on the pad) previously presented.

Thus the results for the fully loaded analyses will be used for concrete section evaluation and reinforcement design, and further consideration of the cask placement sequence results is not warranted.

ENERCON SERVICES, INC.SHEET 77 OF 89 JOB. NO. PGE-009 DATE November 30, 2001 PROJECT DCPP ISFSI SUBJECT ISFSI Cask Storage Pad Seismic Analysis CLIENT PG&E-DCPP ORIGINATOR S. C. Tumminelli REVIEWER K. L. Whitmore APPROVED R. F. Evers CALCULATION NO. PGE-009-CALC-003 REVISION 1 Pad Response for Cask Extraction The pad has been analyzed for a cask extraction event. In this analyses one of the two casks in the middle of the pad is to be removed (extracted), i.e., either cask 7 or 8, either from the North or the South. Due to the- symmetry of the pad and the casks, it does not matter whether the cask to be removed is 7 or 8, nor does it matter if either of these is removed from the North or South. In this analysis the cask to be removed is number 7 and it is assumed that it will be removed from the South, hence the analysis was performed with casks 1, 2 and 7 removed, see Figure 40. As with the analyses for the cask placement, this configuration was analyzed for the 8 Hosgri load cases aimed at 45 degrees around the compass, again using the soft rock model. The reaction results are presented in Appendix RL-5 and the displacement and stress results are shown in Appendix DN-6. The results are tabulated in Table 16 below along with the results for the envelope of the 19 load cases from Tables 2 and 3. And, as with the sequencing calculations, these results show that the cask extraction pad response is bounded by the fully loaded pad response.

Therefore, the fully loaded pad response will be used for the design of the pad, and further consideration of the cask extraction pad response is not warranted.

SHEET 78 OF 89 JOB. NO. PGE-009 DATE November 30, 2001 PROJECT DCPP 1SF SI ., SUBJECT ISFSI Cask Storage Pad Seismic Analysis CLIENT PG&E-DCPP ORIGINATOR S. C. Tumminelli ENERCON SERVICES, INC. REVIEWER K. L. Whitmore APPROVED R. F. Evers CALCULATION NO. PGE-009-CALC-003 REVISION 1 N (Z)D17 19 015 3 4 12 16 G)D6 10 14 18 20 Figure 40 -Cask Extraction ENERCON SERVICES, INC.SHEET 79 OF 89 JOB. NO. PGE-009 DATE November 30, 2001 PROJECT DCPP ISFSI SUBJECT ISFSI Cask Storage Pad Seismic Analysis CLIENT PG&E-DCPP ORIGINATOR S. C. Tumminelli REVIEWER K. L. Whitmore APPROVED R. F. Evers CALCULATION NO. PGE-009-CALC-003 REVISION 1 Table 15 -PAD RESPONSES CASK EXTRACTION SOFT ROCK All load components are combined using the 100-40-40 rule.Direction of Seismic 5Max 8Cask (YX Max (YX Min GZ Max aZ Min Accel. Envelope of 19 Basic 0.101 0.028 261 -405 270 -410 Load Cases, see Tables 2 and 3 N Load Step 1 0.040 -0.005 48 -100 257 -373 N 45 W Load Step 2 0.056 0.006 174 -301 201 -344 W Load Step 3 0.039 0.008 246 -366 64 -130 S 45 W Load Step 4 0.086 0.020 169 -277 184 -354 S Load Step 5 0.050 -0.002 48 -108 252 -376 S 45 E Load Step 6 0.088 0.021 168 -277 190 -336 E Load Step 7 0.041 0.010 245 -370 71 -122 N 45 E Load Step 8 0.073 0.014 182 -310 205 -340 SHEET 80 OF 89 "JOB. NO. PGE-009 DATE November 30, 2001 PROJECT DCPP ISFSI F , A SUBJECT ISFSI Cask Storage Pad Seismic Analysis CLIENT PG&E-DCPP ORIGINATOR S. C. Tumminelli ENERCON SERVICES, INC. REVIEWER K. L. Whitmore APPROVED R. F. Evers CALCULATION NO. PGE-009-CALC-003 REVISION I Effects of Poisson's Ratio of the Rock As presented earlier, the lab data for the rock at the site suggests that the Poisson's ratio for the altered sandstone, the "soft rock", may be as low as 0.23, rather than the 0.35 used in the soft rock analyses.

Further, the lab data suggests that the Poisson's ratio for the dolomite, the "hard rock", may be as low as 0.22, rather than the 0.35 used in the analyses, and that the Young's modulus may be 1.3 to 1.5x10 6 psi rather than the 2.Oxl 06 psi used in the analyses.

The dolomite will be addressed first. The pad was analyzed for "hard rock" using a Young's modulus of 2.0x10 6 psi with a Poisson's ratio of 0.35, and for "very hard rock" using a Young's modulus of 4.9x 10 6 psi with a Poisson's ratio of 0.24. These analyses show that the pad displacements for both are much less than those for the soft rock cases (see Table 2). Further, the stresses for these two cases are quite similar to one another and much less demanding on the pad than stresses from the soft rock analyses (see Tables 3, 4 and 5). Thus for the relatively hard rock cases, the analyses show that the pad responses are both lower than the soft rock responses, and relatively insensitive to the value of Poisson's ratio. Also, the reduction of the Young's modulus for the hard rock is bounded by the soft rock analyses for the Poisson's ratio of 0.35. Further, the reduction of Poisson's ratio for the soft rock is addressed below. Therefore, the reduction of the Young's modulus and Poisson's ratio for the hard rock do not require further analysis.

Concentrating on the effects of the reduction in Poisson's ratio for the soft rock, the pad was reanalyzed for the HE(l) load cases, North, N 45 W and W and the LTSP L(2) load cases North, N 45 W and W for the soft rock with Poisson's ratio of 0.23. The reactions are evaluated in Appendix RL-6. The pad and cask displacements are provided in Appendix DN-7, and the maximum and minimum stresses are provided in Appendix SN-6. The results are compared to the pad results for soft rock with Poisson's ratio of 0.35. The comparisons are tabulated below for the displacements and stresses.

ENERCON SERVICES, INC.SHEET 81 OF 89 JOB. NO. PGE-009 DATE November 30,2001 PROJECT DCPP ISFSI SUBJECT ISFSI Cask Storage Pad Seismic Analysis CLIENT PG&E-DCPP ORIGINATOR S. C. Tumminelli REVIEWER K. L. Whitmore APPROVED R. F. Evers CALCULATION NO. PGE-009-CALC-003 REVISION 1 Table 16 -SOFT ROCK -COMPARITIVE DISPLACEMENT ANALYSIS LS* EQ Dir. 6?vax &Mvax Ratio" 8Cask 6 Cask Ratio** v =0.35 v =0.23 0.23/0.35 v =0.35 v =0.23 0.23/0.35 2/1 HE(l) N 0.0584 0.0576 0.986 .000451 -.000578 See *** 4/2 HE(l) N45W 0.1006 0.1023 1.017 0.0271 0.0272 1.004 6/3 HE(l) W 0.0467 0.0470 1.006 0.0133 0.0127 0.955 11/4 L(2) N 0.0488 0.0484 0.992 -0.00237 -0.00308 See *** 13/5 L(2) N45W 0.0832 0.0848 1.019 0.0186 0.0187 1.005 15/6 L(2) W 0.0387 0.0391 1.010 0.00824 0.00767 See *** LS X/Y where X is the load step from the v = 0.35 analyses and Y is the load step from the v = 0.23 analyses.

• • Ratio of the value from the v = 0.23 divided by the value from the v = 0.35 analyses.

Values are too small for the Ratio to have meaning.

Table 17 -SOFT ROCK -PAD COMPARITIVE STRESS (SIG X) ANALYSIS LS* EQ Dir. GX Max OX Max Ratio** Cx Min (FX Min Ratio" v =0.35 v =0.23 0.23/0.35 v =0.35 v =0.23 0.23/0.35 2/1 HE(l) N 45.59 44.63 0.979 -106.68 -139.90 1.31 1 4/2 HE(l) N45W 192.06 189.04 0.984 -321.51 -394.56 1.227 6/3 HE(l) W 260.71 272.47 1.045 -404.71 -460.11 1.137 11/4 L(2) N 43.57 35.95 0.825 -93.91 -128.78 1.371 13/5 L(2) N45W 183.34 180.17 0.983 -302.29 -369.68 1.223 15/6 L(2) W 253.65 263.02 1.037 -378.76 -429.04 1.133 LS X/Y where X is the load step from the v = 0.35 analyses and Y is the load step from the v = 0.23 analyses.

Ratio of the value from the v = 0.23 divided by the value from the v = 0.35 analyses.

ENERCON SERVICES, INC.JOB. NO. PGE-009 SHEET 82 OF 89 DATE November 30, 2001 PROJECT DCPP ISFSI SUBJECT ISFSI Cask Storage Pad Seismic Analysis CLIENT PG&E-DCPP ORIGINATOR S. C. Tumminelli REVIEWER K. L. Whitmore APPROVED R. F. Evers CALCULATION NO. PGE-009-CALC-003 REVISION 1 Table 18 -SOFT ROCK -PAD COMPARITIVE STRESS (SIG Z) ANALYSIS LS* EQ Directio (Tz Max CYZ Max Ratio" C7z Min (TZ Min Ratio** n v = 0.35 v = 0.23 0.23/0.35 v =0.35 v = 0.23 0.23/0.35 2/1 HE(l) N 269.97 280.07 1.037 -404.12 -449.39 1.112 4/2 HE(l) N45W 208.72 222.39 1.065 -378.79 -433.00 1.143 6/3 HE(l) W 61.87 56.02 0.905 -134.68 -177.74 1.320 11/4 L(2) N 260.53 269.72 1.035 -380.65 -422.34 1.110 13/5 L(2) N45W 200.56 213.55 1.065 -353.70 -403.75 1.142 15/6 L(2) W 56.50 51.16 0.905 -122.82 -162.76 1.325 LS X/Y where X is the load step from the v = 0.35 analyses and Y from the v = 0.23 analyses.is the load step Ratio of the value from the v = 0.23 divided by the value from the v = 0.35 analyses.The displacements are very well behaved (Table 16) with the maximum pad displacements all within 2% of each other. The stresses, however, show variances of almost 40% in some cases. In order to further assess this sensitivity, the pad internal forces were computed and compared to one another. See Appendix FC-2 for the details of the internal force calculation.

Ratios for moment and axial force are computed only for moments greater than 0. 1 E8. Ratios for all shear forces are computed.

The comparisons are made for the North and West analyses, only, since these have resulted in the largest pad responses, see Tables 17 and 18.

ENERCON SERVICES, INC.SHEET 83 OF 89 JOB. NO. PGE-009 DATE November 30, 2001 PROJECT DCPP ISFSI SUBJECT ISFSI Cask Storage Pad Seismic Analysis CLIENT PG&E-DCPP ORIGINATOR S. C. Tutmminelli REVIEWER K. L. Whitmore APPROVED R. F. Evers CALCULATION NO. PGE-009-CALC-003 RE VISION 1 Table 19 HE (1) NORTH -Z STRIPS INTERNAL FORCES -COMPARATIVE Line Force/Moment Strip A-B (0.35) A-B (0.23) 0.23/0.35 Fy -479342 -486236 1.014 10 Fz 984456 1056226 1.073 Mx -0.443E8 -0.477E8 1.077 Fy -532371 -579752 1.089 9 Fz 941641 986962 1.048 Mx -0.197E8 -0.217E8 1.102 Fy -527383 -542959 1.030 8 Fz 971263 1008112 Mx 4488084 3083858 Fy -549967 -559467 1.017 7 Fz 776479 835299 Mx -900395 -1285165 Fy -568401 -570592 1.004 6 Fz 488622 560207 Mx 576226 578436 Fy -625312 -618684 0.989 5 Fz 202111 272231 Mx 8951040 8473042 Fy -731078 -731523 1.001 4 Fz -97229 -73224 0.753 Mx 0.333E8 0.324E8 0.973 Fy -176465 -176349 0.999 3 Fz -460244 -453476 0.985 Mx 0.165E8 0.162E8 0.982 Fy -88102 -87845 0.997 2 Fz -528563 -534106 1.010 Mx 0.242E8 0.245E8 1.012 Fy 11602 11345 0.978 1 Fz 605828 611371 1.009 Mx -0.272E8 -0.274E8 1.007

• Only ratios of moments greater than 0.1 E8 are computed.

JOB. NO. PGE-009 PROJECT SUBJECT CLIENT PG&E-DCPP ORIGINATOI ENERCON SERVICES, INC. REVIEWER K. L. Whitmore APPROVED CALCULATION NO. PGE-009-CALC-003 SHEET 84 OF 89 DATE November 30, 2001 I S. C. Tumminelli R. F. Evers REVISION I Table 20 (1/2) HE (1) WEST -X STRIPS INTERNAL FORCES -COMPARATIVE ANALYSIS Line Force/Moment Strip 3-4 (0.35) 3-4 (0.23) 0.23/0.35*

Fx 793710 888726 1.120 E Fy -603514 -613179 1.016 Mz 0.353E8 0.395E8 1.119 Fx 439877 489562 D Fy -537258 -543989 1.013 Mz 2676159 3583756 Fx 313732 358032 1.141 C Fy -533490 -530277 0.994 Mz -0.174E8 -0.167E8 0.960 Fx 154160 155203 1.007 B Fy -511333 -511651 1.001 Mz -0.449E8 -0.449E8 1.000 Fx 439648 449329 1.022 A Fy 28776 28907 1.005 Mz 0.193E8 0. 1 97E8 1.021* Only ratios of moments greater than 0.1 E8 are computed. DCPP ISFSI ISFSI Cask Storage Pad Seismic Analysis ENERCON SERVICES, INC.SHEE JOB. NO. PGE-009 DATE PROJECT DCPP ISFSI SUBJECT ISFSI Cask Storage Pad Seismic CLIENT PG&E-DCPP ORIGINATOI REVIEWER K. L. Whitmore APPROVED CALCULATION NO. PGE-009-CALC-003 T 85 OF 89 November 30, 2001 Analysis Z S.C. Tumminelli R. F. Evers REVISION 1 Table 2- (2/2) HE (1) WEST -X STRIPS INTERNAL FORCES -COMPARATIVE ANALYSIS Line Force/Moment Strip 5-6 (0.35) 5-6 (0.23) 0.23/0.35*

Fx 886415 989014 1.116 E Fy -653720 -661832 1.012 Mz 0.396E8 0.442E8 1.116 Fx 442417 497106 D Fy -550606 -555914 1.010 Mz 2533592 3455052 Fx 322227 378021 1.173 C Fy -547001 -541934 0.991 Mz -0.184E8 -0.177E8 0.962 Fx 171332 181250 1.058 B Fy -546142 -544841 0.998 Mz -0.481 E8 -0.477E8 0.992 Fx 471814 474332 1.005 A Fy 14470 14191 0.981 Mz 0.208E8 0.210E8 1.010

• Only ratios of moments greater than 0.1 E8 are computed.

The tables provide ratios, as before. An examination of this data shows that the internal forces are somewhat better behaved than the stresses, but they still appear to be very sensitive to the value of Poisson's ratio. These ratios are plotted in Figures 41 and 42 below.

E 31 ENERCON SERVICES, INC.SHEET 86 OF 89 JOB. NO. PGE-009 DATE November 30, 2001 PROJECT DCPP ISFSI SUBJECT ISFSI Cask Storage Pad Seismic Analysis CLIENT PG&E-DCPP ORIGINATOR S. C. Tumminelli REVIEWER K. L. Whitmore APPROVED R. F. Evers CALCULATION NO. PGE-009-CALC-003 REVISION 1 1.5 -Ratio GNu = 0.23 YNu = 0.35 1.0 -0.5 -Legend: *-------.-0 I I I I I 100 200 300 400 500 Stress from Nu = 0.35 Analysis (psi) Stress Sig X compressive Stress Sig X (a,) tensile Stress Sig Z (a,) compressive Stress Sig Z (a 1) tensile Figure 41 -Plot of Stress Sensitivity to Nu ENERCON SERVICES, INC.SHEET 87 OF 89 JOB. NO. PGE-009 DATE November 30, 2001 PROJECT DCPP ISFSI SUBJECT ISFSI Cask Storage Pad Seismic Analysis CLIENT PG&E-DCPP ORIGINATOR S. C. Tumminelli REVIEWER K. L. Whitmore APPROVED R. F. Evers CALCULATION NO. PGE-009-CALC-003 REVISION 1 Ratio MN 2 MNu = 0.23 MNu = 0.35 Moments from Nu = 0.35 Analysis (in-lbs)Legend: * *Strip A-B, HE North Strip 3-4, HE West Strip 5-6, HE West Figure 42 -Plot of Internal Moment Sensitivity to Nu These plots demonstrate that, generally, as the values of the response parameter become larger, the sensitivity of the value to Poisson's becomes smaller. Referring back to the stress Tables 17 and 18, a close examination of this data shows that the most sensitive stresses are those that are the result of maintaining compatibility between the pad and the rock alone, and not a response that is required to maintain equilibrium to the applied loads. (Such stresses would be referred to as "Secondary Stresses" in ASME analyses.)

The most sensitive stresses are the X stresses due to the applied load in the North (Z direction) and the Z stresses due to the applied load in the West (X direction).

The sensitivity becomes less for the NW load cases and then less again for those stresses that are required to maintain equilibrium to the applied loads, i.e., X stresses due to W (X) loads, and Z stresses due to N (Z) loads. The ratios for this last class of stress range from a low of 1.110 to a high of 1.137. The internal force comparisons are only for the internal forces that are required for equilibrium, Z strips for the North (Z) HE(l) and X strips for the West (X) HE(l), and the ratios are only computed for moments that are greater than 0.1E8, i.e., only moments of some significance are examined.

These 1.5 1.0 0.5 0.1E8 I 0.2E8 0.3E8 I 0.4E8 0.5E8===0 :V A ENERCON SERVICES, INC.SHEET 88 OF 89 JOB. NO. PGE-009 DATE November 30, 2001 PROJECT DCPP ISFSI SUBJECT ISFSI Cask Storage Pad Seismic Analysis CLIENT PG&E-DCPP ORIGINATOR S. C. Tumminelli REVIEWER K. L. Whitmore APPROVED R. F. Evers CALCULATION NO. PGE-009-CALC-003 REVISION 1 values are better behaved than the stresses, i.e., all closer to one. The internal forces must sum to provide equilibrium together with the applied loads, which is a condition not imposed on maximum stresses.

The plots and the tables show that the controlling moments are very well behaved, where the ratio for the controlling Mx moment due to the North HE(l) is 1.077 (see Table 19, Strip A-B/Line 10), and the ratios for the controlling Mz moment due to the West HE(l) is 0.992 (see Table 20 (1/2), Strip 5-6/Line B). In most instances, the ratios of the axial forces vary as the moments; see Table 19 A-B/Lines 10,3,2 and 1, and Table 20 (1/2) 3-4, lines E, B and A. In some instances, the axial forces do not exhibit this behavior as in A-B/Line 9 and 3-4/Line C, but the force ratios are all within the range of moment ratios. The shear ratios are very well behaved, most being within 5% of one another, regardless of the variances in moments and axial forces. The ratio for the controlling axial force is 1.001, see A-B, Line 4. In order to provide conservative values for design, and to provide for variability in Young's modulus and Poisson's ratio presented in the supporting calculations, References 11 and 12, a factor of 1.15 will be applied to all the internal forces presented in Table 11. These factored forces will be used for the pad design.

SHEET 89 OF 89 I I JOB. NO. PGE-009 DATE November 30, 2001 PROJECT DCPP ISFSI -?SUBJECT ISFSI Cask Storage Pad Seismic Analysis

• j CLIENT PG&E-DCPP ORIGINATOR S. C. Tumminelli REVIEWER K. L. Whitmore APPROVED R. F. Evers ENERCON SERVICES, INC. CALCULATION NO. PGE-009-CALC-003 REVISION 1 Summary and Conclusions This calculation has presented the results of seismic analyses for the ISFSI storage pad to be installed at the ISFSI site at the Diablo Canyon Power Plant. The pad has been analyzed for a variety of loads taken from the Holtec cask analysis, together with several sets of rock properties identified for the site. These analyses comprise a screening set of analyses that identify that the "soft rock" conditions are the most demanding for the pad. The pad has been shown to respond to the various seismic loads with the specified sets of rock properties with low and acceptable displacements and low stresses.

The internal forces computed will be used to size the reinforcing steel and formally evaluate the pad per the applicable Codes and Specifications.

Subsequent to these screening calculations, the pad response was assessed for its seismic response under the following:

"* A postulated reduction in density to 90% of its original value. "* Cask placement sequence "* Cask extraction configuration

"* Effects of variations in the specified rock parameters The pad response including the first three effects were all shown to be bounded by the pad response from the soft rock analysis that was part of the screening calculations.

The effects of variation of rock parameters resulted in a factor to be applied to the internal forces for the formal Code assessment to be performed in subsequent calculations.

The pad displacements for all analyzed conditions and configurations are shown to be small and acceptable.

Therefore, the ISFSI storage pad analyzed in this calculation is suitable for use at the Diablo Canyon Power Plant ISFSI site. Table 11 provides the calculated internal forces and moments resulting from the screening sets of analyses.

These values are to be factored up by 1.15 and the resulting forces and moments are to be used to demonstrate compliance with the design Codes and Specifications, and to design the reinforcing steel.

ENERCON SERVICES, INC. Appendix AL-1 to Calculation PGE-009-CALC-003 Originator:

Date: Revised: Sheet I of 25 S. C. Tumminelli May 25, 2001 November 30, 2001 Appendix AL-1 Calculation and Application of Loads This Appendix presents the calculations for the applied loads, both the specified cask and accelerated pad, for all 19 load cases analyzed for the soft rock, hard rock and very hard rock models. The description of the loads and their load steps is provided in the body of the calculation.

The loads are from Holtec, Reference 4, and the ZPAs are from PG&E, Reference

2. Following the calculations of the loads, the input files for the soft, hard and very hard rock models are provided.

The only difference in the input files is in the title, "Soft" Vs "Hard" Vs "Very Hard". Appendix Contents Manual load calculations ANSYS input file for loads for soft rock model ANSYS input file for loads for hard rock model ANSYS input file for loads for very hard rock model sheet 2 sheet 8 sheet 14 sheet 20 Sheet 2 of 25 J ENERCON F A SERVICES, INC. Appendix AL-1 to Calculation PGE-009-CALC-003 Below are the calculations for the pad accelerations and the cask loads for each load step: Hosgri ZPAs, X, Y and Z are 0.75, 0.50, and 0.75 G. Combine by 100-40-40 rule: Horizontal

= Vector sum (0.75,0.4*0.75)

= 0.808G Horizontal Vertical = 0.4*0.50 = 0.200G Up Vertical w/gravity 1.00 -0.20 = 0.800G Down Combine by 40-100-40 rule: Horizontal

= Vector sum 0.4*(0.75,0.75)

= 0.424G Horizontal Vertical = 0.50 = 0.500G Up Vertical w/gravity

= 1.00 -0.50 = 0.500G Down LTSP ZPAs, X, Y and Z are 0.83, 0.70, and 0.83 G. Combine by 100-40-40 rule: Horizontal

= Vector sum (0.83,0.4*0.83)

= 0.894G Horizontal Vertical = 0.4*0.70 = 0.280G Up Vertical w/gravity 1.00 -0.28 = 0.720G Down Combine by 40-100-40 rule: Horizontal

= Vector sum 0.4*(0.83,0.83)

= 0.470G Horizontal Vertical = 0.70 = 0.700G Up Vertical w/gravity

= 1.00 -0.70 = 0.300G Down Application of Holtec Loads: Cask weight is always 360 Kip Hosgri Earthquake, HE, Column 1 Max/Min Vert. = 674.2/127.6 Kip includes gravity Max Shear = 515 Kip Combine by 100-40-40 rule: Shear will be = 515 Kip in the specified direction Adjust vertical load: Maximum Seismic Vertical up = 360 -127.6 = 232.4 Kip Up ENERCON F 3 SERVICES, INC. Appendix AL-1 to Calculation PGE-009-CALC-003 40%* Max. Seismic Vertical = 0.40*232.4

= 92.96 Kip Up Thus, net gravity + 40% Vertical Up = 360 -92.96 = 267.04 Kip Down Load Step 2 -Apply in the North (Z) direction:

Fx = 0 Fz = 515000 Fy = -267040 Ax = 0 Ay = +0.800G Az = -0.808G Sheet 3 of 25 Note the order, X, Z and Y for forces and x, y, and z for accelerations.

In ANSYS the supports are accelerated into the structure.

Therefore a +y (up) acceleration is in the direction of gravity.Load Step 3 -Apply in the North 32.93 degrees West direction (see notes LS 2): Fx = 515000*sin (32.93) Fz = 515000*cos (32.93) Fy Ax = -0.808*sin (32.93) Ay Az = -0.808*cos (32.93)= 279961 = 432258 = -267040 = -0.439G = 0.800G = -0.678G Load Step 4 -Apply in the North 45 degrees West direction (see notes LS 2): Fx = 515000*sin (45) Fz = 515000*cos (45) Fy Ax = -0,808*sin (45) Ay Az = -0.808*cos (45)= 364160 = 364160 = -267040 = -0.571G = 0.800G = -0.571G Load Step 5 -Apply in the North 57.07 degrees West direction (see notes LS 2): Fx = 515000*sin (57.07) Fz = 515000*cos (57.07) Fy Ax = -0.808*sin (57.07) Ay Az = -0.808*cos (57.07)= 432258 = 279961 = -267040 = -0.678G = 0.800G = -0.439G Load Step 6 -Apply in the West direction (see notes LS 2): Fx = 515000 Fz = 0 Sj ENERCON F I SERVICES, INC. Appendix AL-1 to Calculation PGE-009-CALC-003 Fy = -267040 Ax = -0.808G Ay = 0.800G Az= 0 Combine by 40-100-40 rule: Shear will be = 0.40*515 = 206 Kip in the specified direction Maximum Seismic Vertical Down = 127.6 Kip Down Load Step 7 -Apply in the North direction (see notes LS 2): Fx = 0 Fz = 206000 Fy =-127600 Ax= 0 Ay = 0.500G Az = -0.424G Load Step 8 -Apply in the West direction (see notes LS 2): Fx =206000 Fz = 0 Fy = -127600 Ax = -0.424G Ay = 0.500G Az = 0 Hosgri Earthquake, HE, Column 3. This load case has the maximum down load. Max/Min Vert. = 773.3/130.6 Kip includes gravity Max Shear = 428 Kip Combine by 40-100-40 rule: Shear will be = 0.40*428 = 171.2 Kip in the specified direction Maximum Seismic Vertical Down = 773.3 Kip Down Apply maximum vertical down acceleration

= 1.0 + 0.5 = 1.5G Load Step 9 -Apply in the North direction (see notes LS 2): Sheet 4 of 25 ENERCON SERVICES, INC. Appendix AL-1 to Calculation PGE-009-CALC-003 Fx = 0 Fz = 171200 Fy = -773300 Ax = 0 Ay = 1.500G Az = -0.424G Load Step 10 -Apply in the West direction (see notes LS 2): Fx = 171200 Fz = 0 Fy = -773300 Ax = -0.424G Ay = 1.500G Az = 0 Long Term Seismic Program Earthquake, LTSP, Column 2 Max/Min Vert. = 684.1/105.8 Kip includes gravity Max Shear = 440 Kip Combine by 100-40-40 rule: Shear will be = 440 Kip in the specified direction Adjust vertical load: Maximum Seismic Vertical up = 360 -105.8 = 254.2 Kip Up 40%* Max. Seismic Vertical = 0.40*254.2

= 101.68 Kip Up Thus, net gravity + 40% Vertical Up = 360 -101.68 = 258.32 Kip Down Load Step 11 -Apply in the North (Z) direction (see notes LS 2): Fx = 0 Fz = 440000 Fy = -258320 Ax = 0 Ay = +0.720G Az = -0.894G Load Step 12 -Apply in the North 32.93 degrees West direction (see notes LS 2): Fx = 440000*sin (32.93) = 239190 Fz = 440000*cos (32.93) = 369308 Fy =-258320 Ax = -0.894*sin (32.93) = -0.486G Sheet 5 of 25 ENERCON F. SERVICES, INC. Appendix AL-1 to Calculation PGE-009-CALC-003 Ay = 0.720G Az = -0.894*cos (32.93) = -0.750G Load Step 13 -Apply in the North 45 degrees West direction (see notes LS 2): Fx = 440000*sin (45) = 311127 Fz = 440000*cos (45) = 311127 Fy =-258320 Ax = -0.894*sin (45) = -0.632G Ay = 0.720G Az = -0.894*cos (45) = -0.632G Load Step 14 -Apply in the North 57.07 degrees West direction (see notes LS 2): Fx = 440000*sin (57.07) = 369308 Fz = 440000*cos (57.07) = 239190 Fy =-258320 Ax = -0.894*sin (57.07) = -0.750G Ay = 0.720G Az = -0.894*cos (57.07) = -0.486G Load Step 15 -Apply in the West direction (see notes LS 2): Fx =440000 Fz = 0 Fy = -258320 Ax = -0.894G Ay = 0,720G Az = 0 Combine by 40-100-40 rule: Shear will be = 0.40*440 = 176 Kip in the specified direction Maximum Seismic Vertical Down = 105.8 Kip Down Load Step 16 -Apply in the North direction (see notes LS 2): Fx = 0 Fz = 176000 Fy = -105800 Ax = 0 Ay = 0.300G Az = -0.470G Sheet 6 of 25 ENERCON F *SERVICES, INC. Appendix AL-1 to Calculation PGE-009-CALC-003 Load Step 17 -Apply in the West direction (see notes LS 2): Fx = 176000 Fz = 0 Fy = -105800 Ax = -0.470G Ay = 0.300G Az = 0 Long Term Seismic Program Earthquake, LTSP, Column 4 Max/Min Vert. = 632/55.6 Kip includes gravity Max Shear = 390 Kip Combine by 40-100-40 rule: Shear will be = 0.40*390 = 156 Kip in the specified direction Maximum Seismic Vertical Down = 55.6 Kip Down Load Step 18 -Apply in the North direction (see notes LS 2): Fx = 0 Fz = 156000 Fy = -55600 Ax= 0 Ay =0.300G Az = -0.470G Load Step 19 -Apply in the West direction (see notes LS 2): Fx = 156000 Fz = 0 Fy = -55600 Ax = -0.470G Ay = 0.300G Az=0 Sheet 7 of 25 Sheet 8 of 25 ~' ~ENERCON F. SERVICES, INC. Appendix AL-1 to Calculation PGE-009-CALC-003 Following is the ANSYS input file that generates load steps for the soft rock analyses:

nail eall "cask" is all 20 casks Load Step #1 lsclear,all cmsel,s,boundary d,all,all

/title,Pad, Gravity, 20 Casks, Soft Rock acel,,386.4 cmsel,s,cask f,all,fy,-360000*20/1080 nall eall iswrite,l Load Step #2 i lsclear,all cmsel,s,boundary d,all,all

/title,Pad, HE(J), 20 Casks, 515 Kips North (Z), Soft Rock acel,,0.8*386.4,-0.808*386.4 cmsel,s,cask f,all,fz,515000*20/1080 f,all,fy,-267040*20/1080 nall eall lswrite,2 Load Step #3 lsclear,all cmsel,s,boundary d,all,all

/title,Pad, HE(l), 20 Casks, 515 Kips N 32.93 W (Z,X), Soft Rock acel,-0.439*386.4,0.8*386.4,-0.678*386.4 cmsel,s,cask f,all,fx,279961*20/1080 f,all,fz,432258*20/1080 f,all,fy,-267040*20/1080 nali eall lswrite,3 i Load Step #4 lsclear,all cmsel,s,boundary ENERCON F 3 SERVICES, INC. Appendix AL-1 to Calculation PGE-009-CALC-003 d, all, all /title,Pad, HE(l), 20 Casks, 515 Kips N 45 W (Z,X), Soft Rock acel,-0.571*386.4,0.800*386.4,-0.571*386.4 cmsel,s,cask f,all,fx,364160*20/1080 f,all,fz,364160*20/1080 f,all,fy,-267040*20/1080 nall eall lswrite,4 Load Step #5 lsclear, all cmsel,s,boundary d,all,all

/title,Pad, HE(1), 20 Casks, 515 Kips N 57.07 W (Z,X), Soft Rock acel,-0.678*386.4,0.800*386.4,-0.439*386.4 cmsel,s,cask f,all,fx,432258*20/1080 f,all,fz,279961*20/1080 f,all,fy,-267040*20/1080 nall eall lswrite,5 Load Step #6 lsclear, all cmsel,s,boundary d,all,all

/title,Pad, HE(1), 20 Casks, 515 Kips West (W), Soft Rock acel,-0.808*386.4,0.800*386.4 cmsel,s,cask f,all,fx,515000*20/1080 f,all,fy,-267040*20/1080 nall eall lswrite,6 Load Step #7 lsclear, all cmsel,s, boundary d,all,all

/title,Pad, HE(l), 20 Casks, 206 Kips North (z), Max Up, Soft Rock acel,,0.50*386.4,-0.424*386.4 cmsel, s, cask f,all,fz,206000*20/1080 f,all,fy,-127600*20/1080 nall eall lswrite,7 Sheet 9 of 25 ENERCON F 3 SERVICES, INC. Appendix AL-1 to Calculation PGE-009-CALC-003 Load Step #8 lsclear,all cmsel,s,boundary d,all,all

/title,EPad, HE(l), 20 Casks, 206 Kips West (X), Max Up, Soft Rock acel,-0.424*386.4,0.500*386.4 cmsel,s,cask f,all,fx,206000*20/1080 f,all,fy,-127600*20/1080 nall eall lswrite, 8 Load Step #9 lsclear,all cmsel,s,boundary d,all,all

/titlePad, HE(3), 20 Casks, 171.2 Kips North (Z), Max Dn, Soft Rock acel,,l.500*386.4,-0.424*386.4 cmsel,s,cask f,all,fz,171200*20/1080 f,all,fy,-773300*20/1080 nall eall lswrite, 9 Load Step #10 lsclear, all cmsel,s ,boundary d,all,all

/title,Pad, HE(3), 20 Casks, 171.2 Kips West (X), Max Dn, Soft Rock acel,-0.424*386.4,1.50*386.4 cmsel,s,cask f,all,fx,171200*20/1080 f,all,fy,-773300*20/1080 nall eall iswrite,10 Load Step #11 lsclear, all cmsel,s,boundary d,all,all

/titlePad, LTSP(2), 20 Casks, 440 Kips North (Z), Soft Rock acel,,0.72*386.4,-0.894*386.4 cmsel,s,cask f,all,fz,440000*20/1080 f,all,fy,-258320*20/1080 Sheet 10 of 25 AappunOqSjGSWD ITP'aeGTDsT ST# daqS puoq tVaqTamsT TT-eý) TT-eu OBOT/OZ*OZC9SZ-'A;'TT'2';

08OT/OZ*06T6CZ'z;'TTl2';

O8OT/OZ*8OE69E'X;'TTP';

ý,fs-eo's'TGswO t,*99E*98t,*O-"v*99E*ZL'O't,'98E*OSL*O-'Tý)D'e NDOH I JOS (X'Z) M EO LS N sdTM Ott sý,(s-eD OZ ' (Z) dSJII 'Pled 'GT;Tq/ TT-e'TT-e'P A-i-epunoq's'TGsw3 TTP'-T'eGT3s-T tT# daqS ppoa ET'GITamsT T T 12G TTPu 08OT/OZ*OZC8SZ-'A;'TT"e'J O8OT/OZ*LZTTTE'ýýJ'TT12'J 08OT/OZ*LZTTTE"XJ'TU2'J

%ls'ez) 's 'TGswO t,*98E*ZC9*0-"v'98E*OZL'O't,'98E*ZE9*0-'Tý)Z)L'

],(DOýl IJOS (X'Z) M St N sdT)l Ott sýjs-eD OZ ' (Z) dSJII 'Pled 'GT;T;/ TT-e'TT'2'P A-repunoqs'TGsw3 TT-e'-T'eý)TDsT t ET# dGIS ppoj f i ZT 'ý)IT-7msT

-1 T 12;9 TTPu 08OT/OZ*OZE8Sý:-'A;'TTl2'J OBOT/OZ*8OE69E'Z;'TTP'g 08OT/OZ*06T6EZ'x;'TT'2';

5[slez) Is I T@SWD t,*99E*OSL'O-'t,*98C*ZL*O"v*98C*98t,*O-'Tý)OP

ýJDO-d ;JOS (X'Z) M C6 ZE N sdT)l Ott I s-,fseo OZ I (Z) aSJII 'PPd 'GTqTl/ TT2tTTP'P Aaepunoq's'TGswz)

TTle ':ueGT3sT ZT# dGqS p-eoi TT'GIT-7msT TT12G TTPu COO-XIV3-600-219d uoijulmqua ol 1--IV xipuaddV as N MODH a F. 3 HNH Sz JO I I laa4s ENERCON F 3 SERVICES, INC. Appendix AL-1 to Calculation PGE-009-CALC-003 d, all, all /title,Pad, LTSP(2), 20 Casks, 440 Kips West (X), Soft Rock acel,-0.894*386.4,0.720*386.4 cmsel,s,cask f,all,fx,440000*20/1080 f,all,fy,-258320*20/1080 nall eall lswrite,15 Load Step #16 lsclear,all cmsel,s,boundary d,all,all

/title,Pad, LTSP(2), 20 Casks, 176 Kips North (Z), Max Up, Soft Rock acel,,0.300*386.4,-0.470*386.4 cmsel, s, cask f,all,fz,176000*20/1080 f,all,fy,-105800*20/1080 nall eall lswrite, 16 Load Step #17 lsclear, all cmsel,s, boundary d,all,all

/title,Pad, LTSP(2), 20 Casks, 176 Kips West (X), Max Up, Soft Rock acel,-0.470*386.4,0.300*386.4 cmsel,s,cask f,all,fx,176000*20/1080 f,all,fy,-105800*20/1080 nall eall lswrite,17 Load Step #18 lsclear,all cmsel,s,boundary d, all,all /title,Pad, LTSP(4), 20 Casks, 156 Kips North (Z), Max Up, Soft Rock acel,,0.300*386.4,-0.470*386.4 cmsel,s,cask f,all,fz,156000*20/1080 f,all,fy,-55600*20/1080 nall eall lswrite,18 i Load Step #19 Sheet 12 of 25 Sheet 13 of 25 r r. SERVICES, INC. Appendix AL-i to Calculation PGE-009-CALC-003 lsclear,all cmsel,s,boundary d,all,all

/title,Pad, LTSP(4), 20 Casks, 156 Kips West (X), Max Up, Soft Rock acel,-0.470*386.4,0.300*386.4 cmsel,s,cask f,all,fx,156000*20/1080 f,all,fy,-55600*20/1080 nall eall iswrite,19 Sheet 14 of 25 SENERCON FSERVICES, INC. Appendix AL-1 to Calculation PGE-009-CALC-003 Following is the ANSYS input file that generates load steps for the hard rock analyses:

nail eall "cask" is all 20 casks Load Step #1 lsclear,all cmsel,s,boundary d,all,all

/title,Pad, Gravity, 20 Casks, Hard Rock acel, ,386.4 cmsel,s,cask f,all,fy,-360000*20/1080 nall eall lswrite,l Load Step #2 lsclear,all cmsel,s,boundary d,all,all

/title,Pad, HE(l)., 20 Casks, 515 Kips North (Z), Hard Rock acel,,0.8*386.4,-0.808*386.4 cmsel,s,cask f,all,fz,515000*20/1080 f,all,fy,-267040*20/1080 nall eall lswrite,2 Load Step #3 lsclear,all cmsel,s,boundary d, all,all /title,Pad, HE(l), 20 Casks, 515 Kips N 32.93 W (Z,X), Hard Rock acel,-0.439*386.4,0.8*386.4,-0.678*386.4 cmsel,s,cask f,all,fx,279961*20/1080 f,all,fz,432258*20/1080 f,all,fy,-267040*20/1080 nall eall lswrite,3 Load Step #4 lsclear,all cmsel,s,boundary ENERCON F 3 SERVICES, INC. Appendix AL-1 to Calculation PGE-009-CALC-003 d, all,all /title,Pad, HE(l), 20 Casks, 515 Kips N 45 W (Z,X), Hard Rock acel,-0.571*386.4,0.800*386.4,-0.571*386.4 cmsel,s,cask f,all,fx,364160*20/1080 f,all,fz,364160*20/1080 f,all,fy,-267040*20/1080 nall eall lswrite,4 Load Step #5 lsclear,all cmsel,s,boundary d,all,all

/title,Pad, HE(l), 20 Casks, 515 Kips N 57.07 W (Z,X), Hard Rock acel,-0.678*386.4,0.800*386.4,-0.439*386.4 cmsel,s,cask f,all,fx,432258*20/1080 f,all,fz,279961*20/1080 f,all,fy,-267040*20/1080 nall eall lswrite,5 Load Step #6 lsclear,all cmsel,s,boundary d,all,all

/titlePad, HE(l), 20 Casks, 515 Kips West (W), Hard Rock acel,-0.808*386.4,0.800*386.4 cmsel,s,cask f,all,fx,515000*20/1080 f,all,fy,-267040*20/1080 nall eall lswrite,6 Load Step #7 lsclear, all cmsel,s,boundary d,all,all

/title,Pad, HE(l), 20 Casks, 206 Kips North (z), Max Up, Hard Rock acel,,0.50*386.4,-0.424*386.4 cmsel,s,cask f,all,fz,206000*20/1080 f,all,fy,-127600*20/1080 nall eall iswrite,7 Sheet 15 of 25 Si ENERCON F : SERVICES, INC. Appendix AL-1 to Calculation PGE-009-CALC-003 Load Step #8 lsclear,all cmsel,s,boundary d,all,all

/title,Pad, HE(1), 20 Casks, 206 Kips West (X), Max Up, Hard Rock acel,-0.424*386.4,0.500*386.4 cmsel,s,cask f,all,fx,206000*20/1080 f,all,fy,-127600*20/1080 nall eall iswrite, 8 Load Step #9 lsclear, all cmsel,s, boundary d,all,all

/title,Pad, HE(3), 20 Casks, 171.2 Kips North (Z), Max Dn, Hard Rock acel,,1.500*386.4,-0.424*386.4 cmsel,s,cask f,all,fz,171200*20/1080 f,all,fy,-773300*20/1080 nall eall iswrite,9 Load Step #10 lsclear,all cmsel,s,boundary d,all,all

/title,Pad, HE(3), 20 Casks, 171.2 Kips West (X), Max Dn, Hard Rock acel,-0.424*386.4,1.50*386.4 cmsel,s,cask f,all,fx,171200*20/1080 f,all,fy,-773300*20/1080 nall eall iswrite, 10 Load Step #11 lsclear, all cmsel,s,boundary d,all,all

/title,Pad, LTSP(2), 20 Casks, 440 Kips North (Z), Hard Rock acel,,0.72*386.4,-0.894*386.4 cmsel,s,cask f,all,fz,440000*20/1080 f,all,fy,-258320*20/1080 Sheet 16 of 25 ENERCON F 3 SERVICES, INC. Appendix AL-1 to Calculation PGE-009-CALC-003 nail eall lswrite, 11 Load Step #12 lsclear,all cmsel,s,boundary d, all,all /title,Pad, LTSP(2), 20 Casks, 440 Kips N 32.93 W (Z,X), Hard Rock acel,-0.486*386.4,0.72*386.4,-0.750*386.4 cmsel,s,cask f,all,fx,239190*20/1080 f,all,fz,369308*20/1080 f,all,fy,-258320*20/1080 nail eall iswrite, 12 Load Step #13 lsclear, all cmsel,s, boundary d,all,all

/title,Pad, LTSP(2), 20 Casks, 440 Kips N 45 W (Z,X), Hard Rock acel,-0.632*386.4,0.720*386.4,-0.632*386.4 cmsel,s,cask f,all,fx,311127*20/1080 f,all,fz,311127*20/1080 f,all,fy,-258320*20/1080 nall eall iswrite,13 Load Step #14 lsclear,all cmsel,s,boundary d,all,all

/title,Pad, LTSP(2), 20 Casks, 440 Kips N 57.03 W (Z,X), Hard Rock acel,-0.750*386.4,0.72*386.4,-0.486*386.4 cmsel,s,cask f,all,fx,369308*20/1080 f,all,fz,239190*20/1080 f,all,fy,-258320*20/1080 nall eall lswrite, 14 Load Step #15 lsclear,all cmsel,s,boundary Sheet 17 of 25 ENERCON A SERVICES, INC. Appendix AL-1 to Calculation PGE-009-CALC-003 d, all,all /title,Pad, LTSP(2), 20 Casks, 440 Kips West (X), Hard Rock acel,-0.894*386.4,0.720*386.4 cmsel,s,cask f,all,fx,440000*20/1080 f,all,fy,-258320*20/1080 nall eall lswrite,15 i Load Step 416 lsclear,all cmsel,s,boundary d,all,all

/title,Pad, LTSP(2), 20 Casks, 176 Kips North (Z), Max Up, Hard Rock acel,,0.300*386.4,-0.470*386.4 cmsel,s,cask f,all,fz,176000*20/1080 f,all,fy,-105800*20/1080 nall eall lswrite, 16 i i Load Step #17 lsclear, all cmsel,s ,boundary d,all,all

/title,Pad, LTSP(2), 20 Casks, 176 Kips West (X), Max Up, Hard Rock acel,-0.470*386.4,0.300*386.4 cmsel,s,cask f,all,fx,176000*20/1080 f,all,fy,-105800*20/1080 nall eall Iswrite,17 Load Step #18 lsclear,all cmsel,s,boundary d,all,all

/title,Pad, LTSP(4), 20 Casks, 156 Kips North (Z), Max Up, Hard Rock acel,,0.300*386.4,-0.470*386.4 cmsel,s,cask f,all,fz,156000*20/1080 f,all,fy,-55600*20/1080 nall eall lswrite,18 Load Step #19 Sheet 18 of 25 Sheet 19 of 25 r r. SERVICES, INC. Appendix AL-I to Calculation PGE-009-CALC-003 lsclear,all cmsel,s,boundary d, all,all /title,Pad, LTSP(4), 20 Casks, 156 Kips West (X), Max Up, Hard Rock acel,-0.470*386.4,0.300*386.4 cmsel,s,cask f,all,fx,156000*20/1080 f,all,fy,-55600*20/1080 nall eall lswrite,19 Sheet 20 of 25 SENERCON F 3 SERVICES, INC. Appendix AL-1 to Calculation PGE-009-CALC-003 Following is the ANSYS input file that generates load steps for the very hard rock analyses:

nall eall "cask" is all 20 casks Load Step #1 isclear,all cmsels,boundary d,all,all

/title,Pad, Gravity, 20 Casks, Very Hard Rock acel,,386.4 cmsel,s,cask f,all,fy,-360000*20/1080 nall eall lswrite, l Load Step #2 lsclear, all cmsel,s,boundary d, all,all /title,Pad, HE(l), 20 Casks, 515 Kips North (Z), Very Hard Rock acel,,0.8*386.4,-0.808*386.4 cmsel,s,cask f,all,fz,515000*20/1080 f,all,fy,-267040*20/1080 nall eall lswrite,2 Load Step #3 lsclear,all cmsel,s,boundary d,all,all

/title,Pad, HE(l), 20 Casks, 515 Kips N 32.93 W (Z,X), Very Hard Rock acel,-0.439*386.4,0.8*386.4,-0.678*386.4 cmsel,s,cask f,all,fx,279961*20/1080 f,all,fz,432258*20/1080 f,all,fy,-267040*20/1080 nall eall lswrite,3 Load Step #4 lsclear,all cmsel,s,boundary Sheet 21 of 25 Elm1ENERCON F 3 SERVICES, INC. Appendix AL-1 to Calculation PGE-009-CALC-003 d, all,all /title,Pad, HE(I), 20 Casks, 515 Kips N 45 W (Z,X), Very Hard Rock acel,-0.571*386.4,0.800*386.

4 ,-0.571*3 86.4 cmsel,s,cask f,all,fx,364160*20/1080 f,all,fz,364160*20/1080 f,all,fy,-267040*20/1080 nall eall lswrite,4 Load Step #5 lsclear,all cmsel,s,boundary d,all,all

/title,Pad, HE(l), 20 Casks, 515 Kips N 57.07 W (Z,X), Very Hard Rock acel,-0.678*386.4,0.800*386.

4 ,-0.4 3 9*3 86.4 cmsel,s,cask f,all,fx,432258*20/1080 f,all,fz,279961*20/1080 f,all,fy,-267040*20/1080 nall eall lswrite,5 Load Step #6 lsclear, all cmsel,s ,boundary d,all,all

/title,Pad, HE(l), 20 Casks, 515 Kips West (W), Very Hard Rock acel,-0.808*386.4,0.800*386.

4 cmsel,s,cask f,all,fx,515000*20/1080 f,all,fy,-267040*20/1080 nall eall lswrite,6 i Load Step #7 lsclear,all cmsel,s,boundary d,all,all

/title,Pad, HE(1), 20 Casks, 206 Kips North (z), Max Up, Very Hard Rock acel,,0.50*386.4,-0.424*386.

4 cmsel,s,cask f,all,fz,206000*20/1080 f,all,fy,-127600*20/1080 nall eall lswrite,7 Sheet 22 of 25 ERCON F A SERVICES, INC. Appendix AL-1 to Calculation PGE-009-CALC-003 i Load Step #8 lsclear,all cmsel,s,boundary d,all,all

/title,Pad, HE(1), 20 Casks, 206 Kips West (X), Max Up, Very Hard Rock acel,-0.424*386.4,0.500*386.4 cmsel,s,cask f,all,fx,206000*20/1080 f,all,fy,-127600*20/1080 nall eall iswrite, 8 Load Step #9 lsclear,all cmsel,s,boundary d,all,all

/title,Pad, HE(3), 20 Casks, 171.2 Kips North (Z), Max Dn, Very Hard Rock acel,,l.500*386.4,-0.424*386.4 cmsel,s,cask f,all,fz,171200*20/1080 f,all,fy,-773300*20/1080 nall eall iswrite, 9 Load Step #10 lsclear, all cmsel,s,boundary d, all,all /title,Pad, HE(3), 20 Casks, 171.2 Kips West (X), Max Dn, Very Hard Rock acel,-0.424*386.4,1.50*386.4 cmsel,s,cask f,all,fx,171200*20/1080 f,all,fy,-773300*20/1080 nall eall lswrite,10 i Load Step #11 lsclear,all cmsel,s,boundary d,all,all

/title,Pad, LTSP(2), 20 Casks, 440 Kips North (Z), Very Hard Rock acel,,0.72*386.4,-0.894*386.4 cmsel,s,cask f,all,fz,440000*20/1080 f,all,fy,-258320*20/1080 Sheet 23 of 25 r F

• SERVICES, INC. Appendix AL-1 to Calculation PGE-009-CALC-003 nail eall lswrite, 11 Load Step #12 lsclear, all cmsel,s,boundary d,all,all

/title,Pad, LTSP(2), 20 Casks, 440 Kips N 32.93 W (Z,X), Very Hard Rock acel,-0.486*386.4,0.72*386.4,-0.750*386.4 cmsel,s,cask f,all,fx,239190*20/1080 f,all,fz,369308*20/1080 f,all,fy,-258320*20/1080 nall eall lswrite,12 i Load Step #13 lsclear,all cmsel,s,boundary d,all,all

/title,Pad, LTSP(2), 20 Casks, 440 Kips N 45 W (Z,X), Very Hard Rock acel,-0.632*386.4,0.720*386.4,-0.632*386.4 cmsel,s,cask f,all,fx,311127*20/1080 f,all,fz,311127*20/1080 f,all,fy,-258320*20/1080 nail eall lswrite, 13 Load Step #14 lsclear,all cmsel,s,boundary d,all,all

/title,Pad, LTSP(2), 20 Casks, 440 Kips N 57.03 W (Z,X), Very Hard Rock acel,-0.750*386.4,0.72*386.4,-0.486*386.4 cmsel,s,cask f,all,fx,369308*20/1080 f,all,fz,239190*20/1080 f,all,fy,-258320*20/1080 nall eall iswrite,14 Load Step #15 lsclear,all cmsel,s,boundary Sheet 24 of 25 E lENERCON FSERVICES, INC. Appendix AL-1 to Calculation PGE-009-CALC-003 d, all,all /title,Pad, LTSP(2), 20 Casks, 440 Kips West (X), Very Hard Rock acel,-0.894*386.4,0.720*386.4 cmsel,s,cask f,all,fx,440000*20/1080 f,all,fy,-258320*20/1080 nall eall lswrite,15 Load Step #16 lsclear, all cmsel,s,boundary d,all,all

/title,Pad, LTSP(2), 20 Casks, 176 Kips North (Z), Max Up, Very Hard Rock acel,,0.300*386.4,-0.470*386.4 cmsel,s,cask f,all,fz,176000*20/1080 f,all,fy,-105800*20/1080 nall eall lswrite,16 Load Step #17 lsclear,all cmsel,s,boundary d,all,all

/title,Pad, LTSP(2), 20 Casks, 176 Kips West (X), Max Up, Very Hard Rock acel,-0.470*386.4,0.300*386.4 cmsel,s,cask f,all,fx,176000*20/1080 f,all,fy,-105800*20/1080 nall eall lswrite,17 i Load Step #18 lsclear,all cmsel,s,boundary d,all,all

/title,Pad, LTSP(4), 20 Casks, 156 Kips North (Z), Max Up, Very Hard Rock acel,,0.300*386.4,-0.470*386.4 cmsel, s, cask f,all,fz,156000*20/1080 f,all,fy,-55600*20/1080 nall eall lswrite,18 Load Step #19 Sheet 25 of 25 ENERCON F

• SERVICES, INC. Appendix AL-i to Calculation PGE-009-CALC-003 lsclear,all cmsel,s,boundary d, all,all /title,Pad, LTSP(4), 20 Casks, 156 Kips West (X), Max Up, Very Hard Rock acel,-0.470*386.4,0.300*386.4 cmsel,s,cask f,all,fx,156000*20/1080 f,all,fy,-55600*20/1080 nall eall iswrite,19 ENERCON SERVICES, INC. Appendix DN-1 to Calculation PGE-009-CALC-003 Originator:

Date: Reissued: Sheet 1 of 63 S. C. Tumminelli May 25, 2001 November 30, 2001 Appendix DN-1 Maximum Pad Displacements This Appendix presents the maximum displacements of the pad for all 19 load cases analyzed for the soft rock, hard rock and the very hard rock models. The input file is presented followed by the two output files for the soft and hard rock models The input file scans the two databases in one execution.

This is followed by the input and output files for the very hard rock model. Appendix Contents ANSYS input file for pad displacements 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 pad displacements for the very hard rock model ANSYS output file for the very hard rock model sheet 2 sheet 13 sheet 28 sheet 43 sheet 49 Sheet 2 of 63 F J SS INC. Appendix DN-1 to Calculation PGE-009-CALC-003 Below is the ANSYS input file that scans the database for the maximum pad displacements.

Element type 1 is the pad. This file processes that data for both the soft rock and hard rock analyses.

Two output files are created.

/COM /OUTPUT,padsoftdisp.out

/com /COM DISPLACEMENT DATA SORTED AND PRINTED BY LOAD STEP /COM /COM /COM /COM THIS ROUTINE SORTS AND PRINTS DISPLACEMENT DATA BY LOAD STEP /COM FOR BOTH THE SOFT AND HARD ROCK MODELS /COM /COM /FILE,DCSLABS2 RESUME /header, on, off,off,off,on,off

/POST1 /COM /COM EALL NALL /COM /COM /COM SET 1 /COM SET, 1 ESEL, TYPE,1 NELEM /COM /COM /COM MAXIMUM VALUES OF Uy /COM NSORT,U,Y, 0,0,2,SEL PRNSOL,U NUSORT /COM /COm /COM SET 2 /COM SET, 2 ESEL,TYPE,1 NELEM /COM /COM /COM MAXIMUM VALUES OF Uy /COM NSORT,U,Y, 0,0,2,SEL PRNSOL,U NUSORT /COM /COM Sheet 3 of 63 iENERCON Fa ASERVICES, INC. Appendix DN-1 to Calculation PGE-009-CALC-003

/COM SET 3 /COM SET, 3 ESEL, TYPE, 1 NELEM /COM /COM /COM MAXIMUM VALUES OF Uy /COM NSORT, U,Y,0,0,2,SEL PRNSOL,U NUSORT /CON /COM /COM SET 4 /COM SET, 4 ESEL,TYPE,1 NELEM /COM /COM /COM MAXIMUM VALUES OF Uy /COM NSORT,U,Y,0,0,2,SEL PRNSOL,U NUSORT /COM /COM /COM SET 5 /COM SET, 5 ESEL, TYPE,1 NELEM /COM /COM /COM MAXIMUM VALUES OF Uy /COM NSORT, U, Y, 0, 0,2, SEL PRNSOL, U NUSORT /COM /COM /COM SET 6 /COM SET, 6 ESEL,TYPE,1 NELEM /COM /COM /COM MAXIMUM VALUES OF Uy /COM NSORT,U,Y,0,0,2,SEL PRNSOL,U Sheet 4 of 63 F l ENERCON FSERVICES, INC. Appendix DN- to Calculation PGE-009-CALC-003 NUSORT / COM /COM /COM SET 7 /COM SET, 7 ESEL,TYPE,1 NELEM /COM /COM /COM MAXIMUM VALUES OF Uy /COM NSORT,U,Y,0,0,2,SEL PRNSOL,U NUSORT /COM /COM /COM SET 8 /COM SET, 8 ESEL,TYPE,1 NELEM /COM /COM /COM MAXIMUM VALUES OF Uy /COM NSORT,U,Y,0,0,2,SEL PRNSOL,U NUSORT /COM /COM /COM SET 9 /COM SET, 9 ESEL,TYPE,1 NELEM /COM /COM /COM MAXIMUM VALUES OF Uy /COM NSORT,U,Y,0,0,2,SEL PRNSOL,U NUSORT /COM /COM /CoM SET 10 /COM SET, 10 ESEL,TYPE,1 NELEM /COM /COM /COM =-MAXIMUM VALUES OF Uy Sheet 5 of 63 i ENERCON F 3 SERVICES, INC. Appendix DN-1 to Calculation PGE-009-CALC-003

/COM NSORT,U,Y,0,0,2,SEL PRNSOL, U NUSORT /COM /COM =/COM SET 11 /COM SET, 11 ESEL, TYPE, 1 NELEM /COM /COM /COM MAXIMUM VALUES OF Uy /COM NSORT, U, Y, 0, 0,2, SEL PRNSOL,U NUSORT /COM /COM /COM SET 12 /COM SET, 12 ESEL,TYPE, 1 NELEM /COM /COM /COM MAXIMUM VALUES OF Uy /COM NSORT, U, Y, 0,0,2, SEL PRNSOL, U NUSORT /COM /COM /COM SET 13 /CON SET, 13 ESEL, TYPE, 1 NELEM /COM /COM /COM MAXIMUM VALUES OF Uy /COM NSORT,U,Y,0,0,2,SEL PRNSOL, U NUSORT /COM /COM /COM SET 14 /COM SET, 14 ESEL, TYPE, 1 NELEM Sheet 6 of 63 F lENERCON SERVICES, INC. Appendix DN-1 to Calculation PGE-009-CALC-003

/COM /COM /COM MAXIMUM VALUES OF Uy /COM NSORT,U,Y,0,0,2,SEL PRNSOL,U NUSORT /COM /CON /COM = SET 15 /COM SET, 15 ESEL,TYPE, 1 NELEM /COM /COM /COM MAXIMUM VALUES OF Uy /COM NSORT,U,Y,0,0,2,SEL PRNSOL,U NUSORT /COM /COM /COM SET 16 / COM SET, 16 ESEL, TYPE, 1 NELEM /COM /COM /COM -- MAXIMUM VALUES OF Uy /COM NSORT,U,Y,0,0,2,SEL PRNSOL,U NUSORT /COM /COM /COM SET 17 /COM SET, 17 ESEL, TYPE, 1 NELEM /COM /COM /COM MAXIMUM VALUES OF Uy /COM NSORT,U,Y,0,0,2,SEL PRNSOL,U NUSORT /COM /COM /COM =-- SET 18 /CON Sheet 7 of 63 ri F SERVICES, INC. Appendix DN-1 to Calculation PGE-009-CALC-003 SET, 18 ESEL,TYPE,1 NELEM /CON /COM /COM MAXIMUM VALUES OF Uy /COM NSORT, U, Y, 0,0,2, SEL PRNSOL, U NUSORT /COM /COM /COM SET 19 /COM SET, 19 ESEL, TYPE, 1 NELEM /COM /COM /COM MAXIMUM VALUES OF Uy /COM NSORT,U,Y,0,0,2,SEL PRNSOL, U NUSORT /COM /COM = /COM /COM FINISH /OUTPUT, padharddisp out /FILE, DCSLABH2 RESUME /header, on, of f, of f, off, on, off /POST1 /COM /COm EALL NALL /COM /COM = /COM =-SET 1 /COM SET, 1 ESEL, TYPE, 1 NELEM /COM /COm /COM MAXIMUM VALUES OF Uy /COM NSORT, U, Y, 0,0,2, SEL PRNSOL, U NUSORT /COM Sheet 8 of 63 F l ENERCON S SERVICES, INC. Appendix DN- to Calculation PGE-009-CALC-003

/coM /COM SET 2 /COM SET, 2 ESEL,TYPE, 1 NELEM /COM /CO /COM MAXIMUM VALUES OF Uy /COM NSORT, U,Y,0,0,2,SEL PRNSOL,U NUSORT /COM /COM /COM SET 3 /CON SET, 3 ESEL,TYPE, 1 NELEM /COM /COM /COM --MAXIMUM VALUES OF Uy /COM NSORT, U,Y,0,0,2,SEL PRNSOL,U NUSORT /CON /COM SET 4 /COM SET, 4 ESEL, TYPE, 1 NELEM /COM /COM /COM MAXIMUM VALUES OF Uy / CON NSORT,U,Y,0,0,2,SEL PRNSOL,U NUSORT /COM /COM /COM SET 5 /COM SET, 5 ESEL,TYPE,1 NELEM /COM /COM /COM -- MAXIMUM VALUES OF Uy /NCON XSOFT, U, Y,0,0,2, SEL Sheet 9 of 63 iENERCON SERVICES, INC. Appendix DN-1 to Calculation PGE-009-CALC-003 PRNSOL,U NUSORT / COM /COM /COM SET 6 /COM SET, 6 ESEL, TYPE, 1 NELEM /COM /COM /COM MAXIMUM VALUES OF Uy /COM NSORT, U,Y,0,0,2,SEL PRNSOL,U NUSORT /CON /COm /COM SET 7 /COM SET, 7 ESEL,TYPE, 1 NELEM /COM /CON /COM MAXIMUM VALUES OF Uy /COM NSORT,U,Y,0,0,2,SEL PRNSOL,U NUSORT /COM /COM /COM N=-SET 8 /CON SET, 8 ESEL,TYPE,1 NELEM /COM /COM /COm MAXIMUM VALUES OF Uy /COM NSORT,U,Y,0,0,2,SEL PRNSOL,U NUSORT /COM /COm /COM SET 9 /COM SET, 9 ESEL,TYPE,1 NELEM /COM /CON Sheet 10 of 63 FSERVICES, INC. Appendix DN-1 to Calculation PGE-009-CALC-003

/COM MAXIMUM VALUES OF Uy /COM NSORT,U,Y,0,0,2,SEL PRNSOL,U NUSORT /CON /COM /COM SET 10 /COM SET, 10 ESEL,TYPE, 1 NELEM /COM /COM /COM MAXIMUM VALUES OF Uy /COM NSORT,U,Y, 0,0,2,SEL PRNSOL,U NUSORT /COM /COM /COM ==-SET 11 /CON SET, 11 ESEL,TYPE, 1 NELEM /COM /COM /COM MAXIMUM VALUES OF Uy -/COM NSORT,U,Y,0,0,2,SEL PRNSOL,U NUSORT /COM /COM /COM SET 12 /COM SET, 12 ESEL,TYPE,1 NELEM /COM /COM /COM MAXIMUM VALUES OF Uy /COM NSORT,U,Y,0,0,2,SEL PRNSOL,U NUSORT /COM /COM /COM SET 13 /COM SET, 13 ESEL,TYPE,1 Sheet 11 of 63 i ENERCON SERVICES, INC. Appendix DN-1 to Calculation PGE-009-CALC-003 NELEM /COM /COM /COM MAXIMUM VALUES OF Uy /COM NSORT,U,Y,0,0,2,SEL PRNSOL, U NUSORT /COM /COM /COM SET 14 /COM SET, 14 ESEL, TYPE, 1 NELEM /COM /COM /COM MAXIMUM VALUES OF Uy /COM NSORT,U,Y, 0,0,2,SEL PRNSOL, U NUSORT /COM /COM -/COM =- SET 15 /COM SET, 15 ESEL, TYPE, 1 NELEM /COM /COM == /COM MAXIMUM VALUES OF Uy /COM NSORT, U,Y,0,0,2,SEL PRNSOL, U NUSORT /COM /COM -/COM SET 16 /COM SET, 16 ESEL,TYPE,1 NELEM /COM /COM--/COM MAXIMUM VALUES OF Uy /COM NSORT, U, Y, 0,0,2, SEL PRNSOL, U NUSORT /COM /COM /COM --SET 17 Sheet 12 of 63 F 13 SERVICES, INC. Appendix DN-1 to Calculation PGE-009-CALC-003

/COM SET, 17 ESEL,TYPE, 1 NELEM /COM /COM = -------------------/COM --MAXIMUM VALUES OF Uy /COM NSORT, U,Y,0,0,2,SEL PRNSOL,U NUSORT /COM /COM /COM SET 18 /COM SET, 18 ESEL,TYPE,1 NELEM /COM /COM /COM =--MAXIMUM VALUES OF Uy /COM NSORT,U,Y,0,0,2,SEL PRNSOL,U NUSORT /COM /COM /COM SET'19 /COM SET, 19 ESEL,TYPE,1 NELEM /COM /COM = /COM MAXIMUM VALUES OF Uy == /COM NSORT,U,Y,0,0,2,SEL PRNSOL, U NUSORT /COM /COM /COM FINI /OUTPUT /EXIT iENERCON SERVICES, INC. Appendix DN-1 to Calculation PGE-009-CALC-003 Sheet 13 of 63 Below is the ANSYS output file for the maximum pad displacements for the soft rock analyses:

DISPLACEMENT DATA SORTED AND PRINTED BY LOAD STEP THIS ROUTINE SORTS AND PRINTS DISPLACEMENT DATA BY LOAD STEP FOR BOTH THE SOFT AND HARD ROCK MODELS CURRENT JOBNAME REDEFINED AS DCSLABS2 RESUME ANSYS DATA FROM FILE NAME=DCSLABS2.db

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

NUMBER OF ELEMENT TYPES = 6 15348 ELEMENTS CURRENTLY SELECTED.

MAX 17051 NODES CURRENTLY SELECTED.

MAX 259 KEYPOINTS CURRENTLY SELECTED.

MAX 250 LINES CURRENTLY SELECTED.

MAX 181 AREAS CURRENTLY SELECTED.

MAX 70 VOLUMES CURRENTLY SELECTED.

MAX 11 COMPONENTS CURRENTLY DEFINED MAXIMUM LINEAR PROPERTY NUMBER MAXIMUM REAL CONSTANT SET NUMBER ACTIVE COORDINATE SYSTEM MAXIMUM CONSTRAINT EQUATION NUMBER = NUMBER OF SPECIFIED CONSTRAINTS NUMBER OF NODAL LOADS ELEMENT NUMBER = NODE NUMBER = KEYPOINT NUMBER LINE NUMBER = AREA NUMBER = VOL. NUMBER =5 6 0 4620 2193 2160 33177 17051 259 396 295 70 (CARTESIAN)

INITIAL JOBNAME = 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 SYSTEM ANSYS/Structural U 00150104 VERSION=INTEL NT 1 RELEASE 5.7 6:49:39 MAY 17, 2001 CP=Pad, LTSP(4), 20 Casks, 156 Kips West (X), Max Up, Soft Rock ***** ANSYS RESULTS INTERPRETATION (POST1) *****2.454 F nn, ENERCON F SERVICES, INC. Appendix DN-1 to Calculation PGE-009-CALC-003 Sheet 14 of 63 ENTER /SHOW,DEVICE-NAME TO ENABLE GRAPHIC DISPLAY ENTER FINISH TO LEAVE POST1 *** NOTE *** CP= 2.454 TIME= 16:49:39 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).

ELEMENTS (OF 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 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.15348 17051 4 MAXIMUM VALUES OF Uy SORT ON ITEM=U COMPONENT=Y ORDER= 0 KABS= 0 NMAX= SORT COMPLETED FOR 2 VALUES. PRINT U NODAL SOLUTION PER NODE NODE UX UY UZ USUM 15443 -0.66050E-03-0.10190E-01-0.63869E-03 0.10231E-01 7439 0.66049E-03-0.10190E-01-0.63869E-03 0.10231E-01 NODE SORT REMOVED 2 Sheet 15 of 63 F SERVICES, INC. Appendix DN-1 to Calculation PGE-009-CALC-003 SET 2 USE LOAD STEP 2 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 2 SUBSTEP= 1 CUMULATIVE ITERATION=

17 TIME/FREQUENCY=

2.0000 TITLE= Pad, HE(l), 20 Casks, 515 Kips North (Z), Soft Rock ESEL FOR LABEL= TYPE FROM 1 TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

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

MAXIMUM VALUES OF Uy SORT ON ITEM=U COMPONENT=Y ORDER= 0 KABS= 0 NMAX= 2 SORT COMPLETED FOR- 2 VALUES. PRINT U NODAL SOLUTION PER NODE NODE UX UY UZ USUM 15443 0.28909E-02 0.58371E-01 0.24098E-01 0.63216E-01 7439 -0.28909E-02 0.58371E-01 0.24098E-01 0.63216E-01 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=

26 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 1 TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.

F l SERVICES, INC. Appendix DN-1 to Calculation PGE-009-CALC-003 Sheet 16 of 63 11550 NODES (OF 17051 DEFINED) SELECTED FROM 9056 SELECTED ELEMENTS BY NELE COMMAND.

MAXIMUM VALUES OF Uy SORT ON ITEM=U COMPONENT=Y ORDER= 0 KABS= 0 NMAX= SORT COMPLETED FOR 2 VALUES. PRINT U NODAL SOLUTION PER NODE NODE UX UY UZ USUM 15443 0.13572E-01 0.98570E-01 0.21747E-01 0.10185 15453 0.19969E-01 0.97876E-01 0.31920E-01 0.10487 NODE SORT REMOVED 2 SET 4 USE LOAD STEP 4 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 4 SUBSTEP= 1 CUMULATIVE ITERATION=

30 TIME/FREQUENCY=

4.0000 TITLE= Pad, HE(1), 20 Casks, 515 Kips N 45 W (Z,X), Soft Rock ESEL FOR LABEL= TYPE FROM 1 TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

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

MAXIMUM VALUES OF Uy SORT ON ITEM=U COMPONENT=Y ORDER= 0 KABS= 0 NMAX= SORT COMPLETED FOR 2 VALUES. PRINT U NODAL SOLUTION PER NODE NODE UX UY UZ USUM 15443 0.16478E-01 0.10059 0.19540E-01 0.10379 15453 0.24681E-01 0.99877E-01 0.28320E-01 0.10671 2 Sheet 17 of 63 iENERCON SERVICES, INC. Appendix DN-1 to Calculation PGE-009-CALC-003 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=

34 TIME/FREQUENCY=

5.0000 TITLE= Pad, HE(1), 20 Casks, 515 Kips N 57.07 W (Z,X), Soft Rock ESEL FOR LABEL= TYPE FROM 1 TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

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

MAXIMUM VALUES OF Uy SORT ON ITEM=U COMPONENT=Y ORDER= 0 KABS= 0 NMAX= 2 SORT COMPLETED FOR 2 VALUES. PRINT U NODAL SOLUTION PER NODE NODE UX UY UZ USUM 15443 0.18842E-01 0.93894E-01 0.16674E-01 0.97207E-01 15453 0.28349E-01 0.93182E-01 0.23602E-01 0.10022 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=

42 TIME/FREQUENCY=

6.0000 TITLE= Pad, HE(1), 20 Casks, 515 Kips West (W), Soft Rock ESEL FOR LABEL= TYPE FROM 1 TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

Sheet 18 of 63 F ENERCON SERVICES, INC. Appendix DN-1 to Calculation PGE-009-CALC-003 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 11550 NODES (OF 17051 DEFINED) SELECTED FROM 9056 SELECTED ELEMENTS BY NELE COMMAND.

MAXIMUM VALUES OF Uy SORT ON ITEM=U COMPONENT=Y ORDER= 0 KABS= 0 NMAX= SORT COMPLETED FOR 2 VALUES. PRINT U NODAL SOLUTION PER NODE NODE UX UY UZ USUM 15443 0.22263E-01 0.46687E-01 0.51699E-02 0.51981E-01 15363 0.22266E-01 0.46572E-01-0.51728E-02 0.51880E-01 NODE SORT REMOVED 2 SET 7 USE LOAD STEP 7 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 7 SUBSTEP= 1 CUMULATIVE ITERATION=

54 TIME/FREQUENCY=

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

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

MAXIMUM VALUES OF Uy SORT ON ITEM=U COMPONENT=Y ORDER= 0 KABS= 0 NMAX= SORT COMPLETED FOR 2 VALUES. PRINT U NODAL SOLUTION PER NODE NODE Ux UY UZ USUM 15443 0.12943E-02 0.10033E-01 0.11569E-01 0.15368E-01 2

F ENERCON S SERVICES, INC. SAppendix DN-1 to Calculation PGE-009-CALC-003 7439 -0.12943E-02 0.10033E-01 0.11569E-01 0.15368E-01 NODE SORT REMOVED 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(I), 20 Casks, 206 Kips West (X), Max Up, Soft 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 COMMAND.-- MAXIMUM VALUES OF Uy SORT ON ITEM=U COMPONENT=Y ORDER= 0 KABS= 0 NMAX= SORT COMPLETED FOR 2 VALUES. PRINT U NODAL SOLUTION PER NODE NODE UX UY UZ USUM 15443 0.10564E-01 0.90342E-02 0.22392E-02 0.14079E-01 15363 0.10564E-01 0.90317E-02-0.22393E-02 0.14078E-01 NODE SORT REMOVED 2-----------==- SET 9 = -USE LOAD STEP 9 SUBSTEP SET COMMAND GOT LOAD STEP= TIME/FREQUENCY=

9.0000 TITLE= Pad, HE(3), 20 Casks, ESEL FOR LABEL= TYPE FROM 0 FOR LOAD CASE 0 9 SUBSTEP= 1 CUMULATIVE ITERATION=

171.2 Kips North (Z), Max Dn, Soft Rock 1 TO i BY 1 Sheet 19 of 63 63 69 F

SERVICES, INC. Appendix DN-1 to Calculation PGE-009-CALC-003 9056 SELECT 11550 9056 Sheet 20 of 63 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. NODES (OF 17051 DEFINED) SELECTED FROM SELECTED ELEMENTS BY NELE COMMAND.MAXIMUM VALUES OF Uy =SORT ON ITEM=U COMPONENT=Y ORDER= 0 KABS= 0 NMAX= SORT COMPLETED FOR 2 VALUES. PRINT U NODAL SOLUTION PER NODE NODE UX UY UZ USUM 15453 0.12601E-02-0.13758E-01 0.14189E-01 0.19804E-01 7449 -0.12599E-02-0.13758E-01 0.14189E-01 0.19804E-01 NODE SORT REMOVED 2 SET 10 USE LOAD STEP 10 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 10 SUBSTEP= 1 CUMULATIVE ITERATION=

73 TIME/FREQUENCY=

10.000 TITLE= Pad, HE(3), 20 Casks, 171.2 Kips West (X), Max Dn, Soft Rock ESEL FOR LABEL= TYPE FROM 1 TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

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

MAXIMUM VALUES OF Uy -SORT ON ITEM=U COMPONENT=Y SORT COMPLETED FOR 2 VALUES. PRINT U NODAL SOLUTION PER NODE ORDER= 0 KABS= 0 NMAX=2 Sheet 21 of 63 F l ENERCON F 3SERVICES, INC. Appendix DN-1 to Calculation PGE-009-CALC-003 NODE 15363 15443 UX UY UZ USUM 0.94049E-02-0.13706E-01-0.10578E-02 0.16656E-01 0.94049E-02-0.13706E-01 0.10577E-02 0.16656E-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=

TIME/FREQUENCY=

11.000 TITLE= Pad, LTSP(2), 20 Casks, 440 Kips North (Z), 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 Uy--------

SORT ON ITEM=U COMPONENT=Y ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT U NODAL SOLUTION PER NODE NODE 15443 7439 UX UY UZ USUM 0.27762E-02 0.48794E-01 0.23252E-01 0.54122E-01 0.27762E-02 0.48794E-01 0.23252E-01 0.54122E-01 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 85 2 94 F l ENERCON SERVICES, INC. Appendix DN-1 to Calculation PGE-009-CALC-003 Sheet 22 of 63 ESEL FOR LABEL= TYPE FROM 1 TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

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

MAXIMUM VALUES OF Uy SORT ON ITEM=U COMPONENT=Y ORDER= 0 KABS= 0 NMAX= SORT COMPLETED FOR 2 VALUES. PRINT U NODAL SOLUTION PER NODE NODE UX UY UZ USUM 15443 0.13264E-01 0.81825E-01 0.21000E-01 0.85512E-01 15453 0.19028E-01 0.81150E-01 0.30368E-01 0.88711E-01 NODE SORT REMOVED 2 SET 13 USE LOAD STEP 13 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 13 SUBSTEP= 1 CUMULATIVE ITERATION=

98 TIME/FREQUENCY=

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

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

MAXIMUM VALUES OF Uy SORT ON ITEM=U SORT COMPLETED FOR COMPONENT=Y 2 VALUES.ORDER= 0 KABS= 0 NMAX=2 F SERVCES, INC. Appendix DN-1 to Calculation PGE-009-CALC-003 Sheet 23 of 63 PRINT U NODAL SOLUTION PER NODE NODE 15443 15453 UX UY UZ USUM 0.16115E-01 0.83204E-01 0.18824E-01 0.86816E-01 0.23498E-01 0.82509E-01 0.26929E-01 0.89917E-01 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 9056 ELEMENTS (OF 1E SELECT 1 TO 1 BY I 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 Uy --------SORT ON ITEM=U COMPONENT=Y ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT U NODAL SOLUTION PER NODE NODE 15443 15453 UX UY UZ USUM 0.18441E-01 0.77183E-01 0.15965E-01 0.80946E-01 0.26968E-01 0.76491E-01 0.22417E-01 0.84147E-01 NODE SORT REMOVED --- SET 15 =USE LOAD STEP 15 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= TIME/FREQUENCY=

15.000 15 SUBSTEP=1 CUMULATIVE ITERATION=

110 102 2 Sheet 24 of 63 F 'AENERCON SERVICES, INC. Appendix DN-1 to Calculation PGE-009-CALC-003 TITLE= Pad, LTSP(2), 20 Casks, 440 Kips West (X), Soft Rock ESEL FOR LABEL= TYPE FROM 1 TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

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

MAXIMUM VALUES OF Uy SORT ON ITEM=U COMPONENT=Y ORDER= 0 KABS= 0 NMAX= 2 SORT COMPLETED FOR 2 VALUES. PRINT U NODAL SOLUTION PER NODE NODE UX UY UZ USUM 15443 0.21562E-01 0.38709E-01 0.47068E-02 0.44559E-01 15363 0.21563E-01 0.38699E-01-0.

4 7 0 7 3 E-0 2 0.44550E-01 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=

123 TIME/FREQUENCY=

16.000 TITLE= Pad, LTSP(2), 20 Casks, 176 Kips North (Z), Max Up, Soft Rock ESEL FOR LABEL= TYPE FROM 1 TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

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

MAXIMUM VALUES OF Uy =COMPONENT=Y ORDER= 0 KABS= 0 NMAX=SORT ON ITEM=U 2 Sheet 25 of 63 F llENERCON F SERVICES, INC. Appendix DN-1 to Calculation PGE-009-CALC-003 SORT COMPLETED FOR 2 VALUES. PRINT U NODAL SOLUTION PER NODE NODE UX UY UZ USUM 15443 0.12772E-02 0.22290E-01 0.10659E-01 0.24741E-01 7439 -0.12774E-02 0.22282E-01 0.10659E-01 0.24734E-01 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=

136 TIME/FREQUENCY=

17.000 TITLE= Pad, LTSP(2), 20 Casks, 176 Kips West (X), Max Up, Soft Rock ESEL FOR LABEL= TYPE FROM 1 TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

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

MAXIMUM VALUES OF Uy SORT ON ITEM=U COMPONENT=Y ORDER= 0 KABS= 0 NMAX= 2 SORT COMPLETED FOR 2 VALUES. PRINT U NODAL SOLUTION PER NODE NODE UX UY UZ USUM 15443 0.99218E-02 0.17631E-01 0.20669E-02 0.20336E-01 15363 0.99230E-02 0.17593E-01-0.20680E-02 0.20304E-01 NODE SORT REMOVED SET 18 USE LOAD STEP 18 SUBSTEP 0 FOR LOAD CASE 0 Sheet 26 of 63 F lENERCON F 1 SERVICES, INC. Appendix DN-1 to Calculation PGE-009-CALC-003 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 ESEL FOR LABEL= TYPE FROM 1 TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

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

MAXIMUM VALUES OF Uy SORT ON ITEM=U COMPONENT=Y ORDER= 0 KABS= 0 NMAX= 2 SORT COMPLETED FOR 2 VALUES. PRINT U NODAL SOLUTION PER NODE NODE UX UY UZ USUM 15443 0.12293E-02 0.25461E-01 0.99999E-02 0.27382E-01 7439 -0.12295E-02 0.25455E-01 0.10000E-01 0.27377E-01 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=

168 TIME/FREQUENCY=

19.000 TITLE= Pad, LTSP(4), 20 Casks, 156 Kips West (X), Max Up, Soft Rock ESEL FOR LABEL= TYPE FROM 1 TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

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

MAXIMUM VALUES OF Uy F l ENERCON F ASERVICES, INC. Appendix DN-1 to Calculation PGE-009-CALC-003 Sheet 27 of 63 SORT ON ITEM=U COMPONENT=Y ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT U NODAL SOLUTION PER NODE NODE 15443 15363 UX UY UZ USUM 0.92041E-02 0.22962E-01 0.20536E-02 0.24823E-01 0.92041E-02 0.22960E-01-0.20537E-02 0.24822E-01 NODE SORT REMOVED EXIT THE ANSYS POSTI DATABASE PROCESSOR

• • • • • ROUTINE COMPLETED

• • • • • CP =*** NOTE ***CP=49.241 49.241 TIME= 16:50:46 A total of 1 warnings and errors written to dcslabs2.err.

/OUTPUT FILE= padharddisp.out 2

F l F*13 SERVICES, INC. Appendix DN-l to Calculation PGE-009-CALC-003 Sheet 28 of 63 Below is the ANSYS output file for the maximum pad displacements 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, ANALYSIS TYPE = STATIC (STEADY-STATE)

NUMBER OF ELEMENT TYPES = 6 15348 ELEMENTS CURRENTLY SELECTED.

MAX ELEMENT NUMBER 17051 NODES CURRENTLY SELECTED.

MAX NODE NUMBER = 259 KEYPOINTS CURRENTLY SELECTED.

MAX KEYPOINT NUMBER 250 LINES CURRENTLY SELECTED.

MAX LINE NUMBER = 181 AREAS CURRENTLY SELECTED.

MAX AREA NUMBER = 70 VOLUMES CURRENTLY SELECTED.

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

2193 NUMBER OF NODAL LOADS = 2160 Hard Rock 33177 17051 259 396 295 70 N4)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-NAM ENTER FINISH 15348 ELEMENTS (OF 17051 NODES (OF[E TO ENABLE GRAPHIC DISPLAY TO LEAVE POST1 15348 DEFINED) SELECTED BY EALL COM' 17051 DEFINED) SELECTED BY NALL COMMAND.1AND.SET 1=USE LOAD STEP 1 SUBSTEP 0 FOR LOAD CASE 0 Sheet 29 of 63 F 'i, ENERCON F~ 3SERVICES, INC. Appendix DN-1 to Calculation PGE-009-CALC-003 SET COMMAND GOT LOAD STEP= 1 SUBSTEP= 1 CUMULATIVE ITERATION

2 TIME/FREQUENCY=

1.0000 TITLE= Pad, Gravity, 20 Casks, Hard Rock ESEL FOR LABEL= TYPE FROM 1 TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

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

MAXIMUM VALUES OF Uy =SORT ON ITEM=U COMPONENT=Y ORDER= 0 KABS= 0 NMAX= SORT COMPLETED FOR 2 VALUES. PRINT U NODAL SOLUTION PER NODE NODE UX UY UZ USUM 15443 0.79339E-04-0.94462E-03 0.12113E-03 0.95566E-03 7439 -0.79339E-04-0.94462E-03 0.12113E-03 0.95566E-03 NODE SORT REMOVED 2 SET 2 USE LOAD STEP 2 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 2 SUBSTEP= 1 CUMULATIVE ITERATION=

17 TIME/FREQUENCY=

2.0000 TITLE= Pad, HE(1), 20 Casks, 515 Kips North (Z), Hard Rock ESEL FOR LABEL= TYPE FROM 1 TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

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

MAXIMUM VALUES OF Uy F ENERCON SERVICES, INC. Appendix DN- to Calculation PGE-009-CALC-003 SORT ON iTEM=U COMPONENT=Y ORDER= 0 KABS= 0 NMAX= SORT COMPLETED FOR 2 VALUES. PRINT U NODAL SOLUTION PER NODE NODE UX UY UZ USUM 15443 0.50071E-03 0.26620E-01 0.18167E-02 0.26687E-01 7439 -0.50071E-03 0.26620E-01 0.18167E-02 0.26687E-01 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), Hard Rock ESEL FOR LABEL= TYPE FROM 1 TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 11550 NODES (OF 17051 DEFINED) SELECTED FROM 9056 SELECTED ELEMENTS BY NELE COMMAND.MAXIMUM VALUES OF Uy SORT ON ITEM=U COMPONENT-Y.

ORDER= 0 KABS= 0 NMAX= SORT COMPLETED FOR 2 VALUES. PRINT U NODAL SOLUTION PER NODE NODE UX UY UZ USUM 15443 0.99650E-03 0.45234E-01 0.17185E-02 0.45278E-01 15453 0.30152E-02 0.45148E-01 0.45525E-02 0.45477E-01 NODE SORT REMOVED 2 SET 4 Sheet 30 of 63 2 30 Sheet 31 of 63 iENERCON Fa SERVICES, INC. Appendix DN-1 to Calculation PGE-009-CALC-003 USE LOAD STEP 4 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 4 SUBSTEP= 1 CUMULATIVE ITERATION=

36 TIME/FREQUENCY=

4.0000 TITLE= Pad, HE(I), 20 Casks, 515 Kips N 45 W (Z,X), Hard Rock ESEL FOR LABEL= TYPE FROM 1 TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

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

MAXIMUM VALUES OF Uy SORT ON ITEM=U COMPONENT=Y ORDER= 0 KABS= 0 NMAX= 2 SORT COMPLETED FOR 2 VALUES. PRINT U NODAL SOLUTION PER NODE NODE UX UY UZ USUM 15443 0.11166E-02 0.46181E-01 0.16295E-02 0.46223E-01 15453 0.37418E-02 0.46093E-01 0.39783E-02 0.46416E-01 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=

42 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 1 TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

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

F 'i ENERCON SERVICES, INC. Appendix DN-1 to Calculation PGE-009-CALC-003 Sheet 32 of 63 MAXIMUM VALUES OF Uy SORT ON ITEM=U COMPONENT=Y ORDER= 0 KABS= 0 NMAX= SORT COMPLETED FOR 2 VALUES. PRINT U NODAL SOLUTION PER NODE NODE UX UY UZ USUM 15443 0.12264E-02 0.42812E-01 0.15071E-02 0.42856E-01 15453 0.42545E-02 0.42724E-01 0.32051E-02 0.43055E-01 NODE SORT REMOVED 2 SET 6 USE LOAD STEP 6 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 6 SUBSTEP= 1 CUMULATIVE ITERATION=

54 TIME/FREQUENCY=

6.0000 TITLE= Pad, HE(1), 20 Casks, 515 Kips West (W), Hard Rock ESEL FOR LABEL= TYPE FROM 1 TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

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

MAXIMUM VALUES OF Uy SORT ON ITEM=U COMPONENT=Y ORDER= 0 KABS= 0 NMAX= SORT COMPLETED FOR 2 VALUES. PRINT U NODAL SOLUTION PER NODE NODE UX UY UZ USUM 13267 0.17919E-01 0.31514E-01-0.65700E-04 0.36253E-01 13266 0.17919E-01 0.31514E-01 0.67712E-04 0.36252E-01 NODE SORT REMOVED 2 SET 7 Sheet 33 of 63 r'° SERVICES, INC. Appendix DN-1 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=

74 TIME/FREQUENCY=

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

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

MAXIMUM VALUES OF Uy SORT ON ITEM=U COMPONENT=Y ORDER= 0 KABS= 0 NMAX= 2 SORT COMPLETED FOR 2 VALUES. PRINT U NODAL SOLUTION PER NODE NODE UX UY UZ USUM 15443 0.25481E-03 0.47173E-02 0.94887E-03 0.48185E-02 7439 -0.25484E-03 0.47147E-02 0.94891E-03 0.48160E-02 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=

90 TIME/FREQUENCY=

8.0000 TITLE= Pad, HE(1), 20 Casks, 206 Kips West (X), Max Up, Hard Rock ESEL FOR LABEL= TYPE FROM 1 TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

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

F l ENERCON F 1 SERVICES, INC. Appendix DN-1 to Calculation PGE-009-CALC-003 Sheet 34 of 63 MAXIMUM VALUES OF Uy SORT ON ITEM=U COMPONENT=Y ORDER= 0 KABS= 0 NMAX= SORT COMPLETED FOR 2 VALUES. PRINT U NODAL SOLUTION PER NODE NODE UX UY UZ USUM 13267 0.60604E-02 0.65000E-02-0.13646E-04 0.88870E-02 13266 0.60604E-02 0.64998E-02 0.13978E-04 0.88868E-02 NODE SORT REMOVED 2 SET 9 USE LOAD STEP 9 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 9 SUBSTEP= 1 CUMULATIVE ITERATION=

95 TIME/FREQUENCY=

9.0000 TITLE= Pad, HE(3), 20 Casks, 171.2 Kips North (Z), Max Dn, Hard Rock ESEL FOR LABEL= TYPE FROM 1 TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

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

MAXIMUM VALUES OF Uy SORT ON ITEM=U COMPONENT=Y ORDER= 0 KABS= 0 NMAX= SORT COMPLETED FOR 2 VALUES. PRINT U NODAL SOLUTION PER NODE NODE UX UY UZ USUM 15453 0.54805E-03-0.11026E-02 0.17593E-02 0.21474E-02 7449 -0.54805E-03-0.11027E-02 0.17593E-02 0.21474E-02 NODE SORT REMOVED 2 Sheet 35 of 63 F j ENERCON SERVICES, INC. Appendix DN-1 to Calculation PGE-009-CALC-003 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 ESEL FOR LABEL= TYPE FROM 1 TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

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

MAXIMUM VALUES OF Uy SORT ON ITEM=U COMPONENT=Y ORDER= 0 KABS= 0 NMAX= 2 SORT COMPLETED FOR 2 VALUES. PRINT U NODAL SOLUTION PER NODE NODE UX UY UZ USUM 15363 0.95802E-03-0.11714E-02-0.48684E-03 0.15896E-02 15443 0.95802E-03-0.11714E-02 0.48684E-03 0.15896E-02 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=

117 TIME/FREQUENCY=

11.000 TITLE= Pad, LTSP(2), 20 Casks, 440 Kips North (Z), Hard 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.

F 'ENERCON SERVICES, INC. Appendix DN-1 to Calculation PGE-009-CALC-003 Sheet 36 of 63 11550 NODES (OF 17051 DEFINED) SELECTED FROM 9056 SELECTED ELEMENTS BY NELE COMMAND.

MAXIMUM VALUES OF Uy SORT ON ITEM=U COMPONENT=Y ORDER= 0 KABS= 0 NMAX= SORT COMPLETED FOR 2 VALUES. PRINT U NODAL SOLUTION PER NODE NODE UX UY UZ USUM 15443 0.48347E-03 0.22444E-01 0.17728E-02 0.22519E-01 7439 -0.48347E-03 0.22444E-01 0.17728E-02 0.22519E-01 NODE SORT REMOVED 2 SET 12 USE LOAD STEP 12 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 12 SUBSTEP= 1 CUMULATIVE ITERATION=

130 TIME/FREQUENCY=

12.000 TITLE= Pad, LTSP(2), 20 Casks, 440 Kips N 32.93 W (Z,X), Hard Rock ESEL FOR LABEL= TYPE FROM 1 TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

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

MAXIMUM VALUES OF Uy SORT ON ITEM=U COMPONENT=Y ORDER= 0 KABS= 0 NMAX= SORT COMPLETED FOR 2 VALUES. PRINT U NODAL SOLUTION PER NODE NODE UX UY UZ USUM 15443 0.10159E-02 0.37043E-01 0.16769E-02 0.37095E-01 15453 0.27632E-02 0.36957E-01 0.42179E-02 0.37299E-01 2

Sheet 37 of 63 F l ENERCON SERVICES, INC. Appendix DN-1 to Calculation PGE-009-CALC-003 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=

135 TIME/FREQUENCY=

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

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

MAXIMUM VALUES OF Uy SORT ON ITEM=U COMPONENT=Y ORDER= 0 KABS= 0 NMAX= 2 SORT COMPLETED FOR 2 VALUES. PRINT U NODAL SOLUTION PER NODE NODE UX UY UZ USUM 15443 0.11463E-02 0.37647E-01 0.15787E-02 0.37698E-01 15453 0.34092E-02 0.37559E-01 0.37021E-02 0.37895E-01 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 1 TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

Sheet 38 of 63 F SERVICES, INC. Appendix DN-1 to Calculation PGE-009-CALC-003 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 11550 NODES (OF 17051 DEFINED) SELECTED FROM 9056 SELECTED ELEMENTS BY NELE COMMAND.

MAXIMUM VALUES OF Uy SORT ON ITEM=U COMPONENT=Y ORDER= 0 KABS= 0 NMAX= 2 SORT COMPLETED FOR 2 VALUES. PRINT U NODAL SOLUTION PER NODE NODE UX UY UZ USUM 15443 0.12607E-02 0.34671E-01 0.14434E-02 0.34724E-01 15453 0.38624E-02 0.34582E-01 0.30058E-02 0.34927E-01 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=

153 TIME/FREQUENCY=

15.000 TITLE= Pad, LTSP(2), 20 Casks, 440 Kips West (X), Hard Rock ESEL FOR LABEL= TYPE FROM 1 TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

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

MAXIMUM VALUES OF Uy SORT ON ITEM=U COMPONENT=Y ORDER= 0 KABS= 0 NMAX= 2 SORT COMPLETED FOR 2 VALUES. PRINT U NODAL SOLUTION PER NODE NODE UX UY UZ USUM 13267 0.15349E-01 0.23823E-01-0.41179E-04 0.28339E-01 Sheet 39 of 63 Fni ENERCON F SERVICES, INC. Appendix DN- to Calculation PGE-009-CALC-003 13266 0.15349E-01 0.23822E-01 0.42947E-04 0.28339E-01 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 1 TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

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

MAXIMUM VALUES OF Uy SORT ON ITEM=U COMPONENT=Y ORDER= 0 KABS= 0 NMAX= 2 SORT COMPLETED FOR 2 VALUES. PRINT U NODAL SOLUTION PER NODE NODE UX UY UZ USUM 15443 0.21940E-03 0.10184E-01 0.81156E-03 0.10218E-01 7439 -0.21941E-03 0.10183E-01 0.81157E-03 0.10218E-01 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=

202 TIME/FREQUENCY=

17.000 TITLE= Pad, LTSP(2), 20 Casks, 176 Kips West (X), Max Up, Hard Rock ESEL FOR LABEL= TYPE FROM 1 TO 1 BY 1 F

SSERVICES, INC. A ppendix DN-1 to Calculation PG E-009-CALC-003 9056 SELECT 11550 9056 Sheet 40 of 63 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. NODES (OF 17051 DEFINED) SELECTED FROM SELECTED ELEMENTS BY NELE COMMAND.MAXIMUM VALUES OF Uy -SORT ON ITEM=U COMPONENT=Y ORDER= 0 KABS= 0 NMAX= SORT COMPLETED FOR 2 VALUES. PRINT U NODAL SOLUTION PER NODE NODE UX UY UZ USUM 13267 0.66985E-02 0.10288E-01-0.13515E-04 0.12277E-01 13266 0.66985E-02 0.10288E-01 0.14050E-04 0.12276E-01 NODE SORT REMOVED 2 SET 18 USE LOAD STEP 18 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 18 SUBSTEP= 1 CUMULATIVE ITERATION=

227 TIME/FREQUENCY=

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

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

MAXIMUM VALUES OF Uy SORT ON ITEM=U COMPONENT=Y SORT COMPLETED FOR 2 VALUES. PRINT U NODAL SOLUTION PER NODE ORDER= 0 KABS= 0 NMAX=2 F ', ENERCON F*3SERVICES, INC. Appendix DN-1 to Calculation PGE-009-CALC-003 Sheet 41 of 63 NODE UX UY UZ USUM 15443 0.20127E-03 0.11268E-01 0.75320E-03 0.11295E-01 7439 -0.20131E-03 0.11261E-01 0.75325E-03 0.11288E-01 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, Hard 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.252 MAXIMUM VALUES OF Uy SORT ON ITEM=U COMPONENT=Y ORDER= 0 KABS= 0 NMAX= SORT COMPLETED FOR 2 VALUES. PRINT U NODAL SOLUTION PER NODE NODE UX UY UZ USUM 13267 0.72037E-02 0.14238E-01-0.23322E-04 0.15956E-01 13266 0.72037E-02 0.14237E-01 0.24307E-04 0.15956E-01 NODE SORT REMOVED EXIT THE ANSYS POST1 DATABASE PROCESSOR

• • • • • ROUTINE COMPLETED

• • • • • CP =2 97.380 97.380 TIME= 16:51:51*** NOTE ***CP=

Sheet 42 of 63 ,ENERCON SERVICES, INC. Appendix DN-1 to Calculation PGE-009-CALC-003 A total of 1 warnings and errors written to dcslabs2.err.

Sheet 43 of 63 °ENERCON SERVICES, INC. Appendix DN-1 to Calculation PGE-009-CALC-003 Below is the ANSYS input file that scans the database for the maximum pad displacements.

Element type 1 is the pad. This file processes that data for the very hard rock analysis.

/ COM /OUTPUT, padvharddisp out /corn /COM DISPLACEMENT DATA SORTED AND PRINTED BY LOAD STEP / COM / COM / COM /COM THIS ROUTINE SORTS AND PRINTS DISPLACEMENT DATA BY LOAD STEP /COM FOR VERY HARD ROCK MODELS / COM / COM /FILE, DCSLABH6 RESUME /header, on, off, off,off, on, off /POST1 /COM /COM EALL NALL /COM /COM /COM --SET 1 /COM SET, 2 ESEL,TYPE, 1 NELEM /COM /COM /COM MAXIMUM VALUES OF Uy /COM NSORT,U,Y, 0,0,2,SEL PRNSOL, U NUSORT /COM /COm /COM SET 2 /COM SET, 2 ESEL, TYPE, 1 NELEM /COM /COM /COM MAXIMUM VALUES OF Uy /COM NSORT, U, Y, 0,0,2, SEL PRNSOL, U NUSORT /COM /COM /COM SET 3 Sheet 44 of 63 F 'ENERCON *SASERVICES, INC. Appendix DN-1 to Calculation PGE-009-CALC-003

/COM SET, 3 ESEL, TYPE, 1 NELEM /COM /COM = /COM --MAXIMUM VALUES OF Uy /COM NSORT,U,Y,0,0,2,SEL PRNSOL,U NUSORT /COM /COM == /COM ---SET 4 /COM SET,4 ESEL,TYPE,1 NELEM /COM /COM /COM MAXIMUM VALUES OF Uy /COM NSORT,U,Y,0,0,2,SEL PRNSOL,U NUSORT /COM /COM =/COM SET 5 / CON SET, 5 ESEL,TYPE,1 NELEM /COM /COM /COM =--------------

MAXIMUM VALUES OF Uy /coM NSORT,U,Y,0,0,2,SEL PRNSOL,U NUSORT /COM /COM /COM SET 6 /COM SET, 6 ESEL,TYPE, 1 NELEM /COM /COM /COM MAXIMUM VALUES OF Uy == /COM NSORT,U,Y,0,0,2,SEL PRNSOL,U NUSORT Sheet 45 of 63 F ~ ENERCON SERVICES, INC. Appendix DN-l to Calculation PGE-009-CALC-003

/COM /COM /COM SET 7 / CON SET, 7 ESEL, TYPE, 1 NELEM / CON /COM /COM MAXIMUM VALUES OF Uy /COM NSORT,U,Y,0,0,2,SEL PRNSOL,U NUSORT /COM /COM /COM SET 8 /COM SET, 8 ESEL, TYPE, 1 NELEM /CON /COM /COM MAXIMUM VALUES OF Uy /COM NSORT,U,Y,0,0,2,SEL PRNSOL,U NUSORT /COM /COMN /COM --SET 9 /COM SET, 9 ESEL,TYPE,1 NELEM /COM /COM -/COM ----MAXIMUM VALUES OF Uy /COM NSORT,U,Y,0,0,2,SEL PRNSOL,U NUSORT /COM /COM /COM SET 10 /COM SET, 10 ESEL,TYPE,1 NELEM /COM /COm /COM MAXIMUM VALUES OF Uy /COM ENERCON Sheet 46 of 63 SERVICES, INC. Appendix DN-1 to Calculation PGE-009-CALC-003 NSORT,U, Y, 0,0,2, SEL PRNSOL,U NUSORT / COM /COM /COM SET 11 /COM SET, 11 ESEL,TYPE, 1 NELEM /COM /COM /COM MAXIMUM VALUES OF Uy := /COM NSORT,U,Y,0,0,2,SEL PRNSOL,U NUSORT / CON /coN /COM ... /COM -SET 12 /COM SET, 12 ESEL,TYPE,1 NELEM /COM /COM /COM MAXIMUM VALUES OF Uy /COM NSORT,U,Y,0,0,2,SEL PRNSOL,U NUSORT /COM /Com /COM SET 13 / CON SET, 13 ESEL,TYPE, 1 NELEM /COM /CON /COM MAXIMUM VALUES OF Uy /COM NSORT,U,Y, 0,0,2,SEL PRNSOL,U NUSORT /COM /COM /COM SET 14 /COM SET, 14 ESEL,TYPE, 1 NELEM /COM Sheet 47 of 63 E ENERCON SERVICES, INC. Appendix DN-1 to Calculation PGE-009-CALC-003

/COM /COM MAXIMUM VALUES OF Uy /COM NSORT,U,Y,0,0,2,SEL PRNSOL,U NUSORT /COM /COM /COM SET 15 /COM SET, 15 ESEL,TYPE,1 NELEM /COM /COM /COM MAXIMUM VALUES OF Uy /COM NSORT,U,Y,0,0,2,SEL PRNSOL,U NUSORT /COM /COM /COM SET 16 /COM SET, 16 ESEL,TYPE,1 NELEM /COM /COM /COM MAXIMUM VALUES OF Uy /COM NSORT,U,Y, 0,0,2, SEL PRNSOL,U NUSORT /COM /COM /COM --SET 17 /COM SET, 17 ESEL,TYPE,1 NELEM /COM /COM /COM MAXIMUM VALUES OF Uy /COM NSORT, U,Y,0,0,2,SEL PRNSOL,U NUSORT /COM /COM /COM SET 18 /COM SET, 18 Sheet 48 of 63 F ',ENERCON F S SERVICES, INC. Appendix DN-1 to Calculation PGE-009-CALC-003 ESEL,TYPE, 1 NELEM /COM /COM /COM MAXIMUM VALUES OF Uy /COM NSORT,U,Y,0,0,2,SEL PRNSOL,U NUSORT /COM /COM /COM SET 19 /CON SET, 19 ESEL,TYPE,1 NELEM /COM /COM /COM MAXIMUM VALUES OF Uy /COM NSORT, U,Y,0,0,2,SEL PRNSOL,U NUSORT /COM /COM /COM FINISH /OUTPUT /EXIT Sheet 49 of 63 SERVICES, INC. Appendix DN-1 to Calculation PGE-009-CALC-003 Below is the ANSYS output file for the maximum pad displacements for the very hard rock analyses:

DISPLACEMENT DATA SORTED AND PRINTED BY LOAD STEP THIS ROUTINE SORTS AND PRINTS DISPLACEMENT DATA BY LOAD STEP FOR VERY HARD ROCK MODELS CURRENT JOBNAME REDEFINED AS DCSLABH6 RESUME ANSYS DATA FROM FILE NANE=DCSLABH6.db

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

NUMBER OF ELEMENT TYPES = 6 1728 ELEMENTS CURRENTLY SELECTED.

MAX ELE? 731 NODES CURRENTLY SELECTED.

MAX NOD] 259 KEYPOINTS CURRENTLY SELECTED.

MAX KEY] 250 LINES CURRENTLY SELECTED.

MAX LIN] 181 AREAS CURRENTLY SELECTED.

MAX 70 VOLUMES CURRENTLY SELECTED.

MAX VOL 11 COMPONENTS CURRENTLY DEFINED MAXIMUM LINEAR PROPERTY NUMBER MAXIMUM REAL CONSTANT SET NUMBER = ACTIVE COORDINATE SYSTEM MAXIMUM CONSTRAINT EQUATION NUMBER = 46: NUMBER OF SPECIFIED CONSTRAINTS

-21 NUMBER OF NODAL LOADS = 21 (X), Max Up, Very Hard Rock MIENT NUMBER = 33177 E NUMBER = 17051 POINT NUMBER = 259 E NUMBER = 396 k NUMBER = 295 NUMBER = 70 5 6 0 20 93 60 (CARTESIAN)

INITIAL JOBNAME = dcslabh6 CURRENT JOBNAME = DCSLABH6 PRINT HEADER DO NOT PRINT DO NOT PRINT DO NOT PRINT PRINT COLUMN DO NOT PRINT SUBTITLE(S)

LOAD STEP ID NOTE LINE(S) HEADER LABELS REPORT TOTALS***** ANSYS -ENGINEERING ANALYSIS SYSTEM RELEASE 5.7 ANSYS/Structural U 00150104 VERSION=INTEL NT 10:27:53 MAY 21, 2001 CP= Pad, LTSP(4), 20 Casks, 156 Kips West (X), Max Up, Very Hard Rock 4.146 F l ENERCON F SERVICES, INC. Appendix DN-1 to Calculation PGE-009-CALC-003 Sheet 50 of 63***** ANSYS RESULTS INTERPRETATION (POST1)

• ENTER /SHOW,DEVICE-NAME TO ENABLE GRAPHIC DISPLAY ENTER FINISH TO LEAVE POST1 *** NOTE *** CP= 4.146 TIME= 10:27:53 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).

ELEMENTS (OF 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=

2 TIME/FREQUENCY=

1.0000 TITLE= Pad, Gravity, 20 Casks, Very Hard Rock ESEL FOR LABEL= TYPE FROM 1 TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

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

MAXIMUM VALUES OF Uy SORT ON ITEM=U COMPONENT=Y ORDER= 0 KABS= 0 NMAX= SORT COMPLETED FOR 2 VALUES. PRINT U NODAL SOLUTION PER NODE NODE UX UY UZ USUM 15443 0.11611E-03-0.50355E-03 0.15408E-03 0.53925E-03 7439 -0.11611E-03-0.50355E-03 0.15408E-03 0.53925E-03 NODE SORT REMOVED 2 15348 17051 Sheet 51 of 63 F SERVICES, INC. Appendix DN-1 to Calculation PGE-009-CALC-003 SET 2 USE LOAD STEP 2 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 2 SUBSTEP= 1 CUMULATIVE ITERATION=

17 TIME/FREQUENCY=

2.0000 TITLE= Pad, HE(1), 20 Casks, 515 Kips North (Z), Very Hard Rock ESEL FOR LABEL= TYPE FROM 1 TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

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

MAXIMUM VALUES OF Uy SORT ON ITEM=U COMPONENT=Y ORDER= 0 KABS= 0 NMAX= 2 SORT COMPLETED FOR 2 VALUES. PRINT U NODAL SOLUTION PER NODE NODE UX UY UZ USUM 15443 0.18716E-03 0.19824E-01 0.75537E-03 0.19840E-01 7439 -0.18716E-03 0.19824E-01 0.75537E-03 0.19840E-01 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=

32 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 1 TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.

Sheet 52 of 63 F ' ENERCON F SERVICES, INC. Appendix DN-1 to Calculation PGE-009-CALC-003 11550 NODES (OF 17051 DEFINED) SELECTED FROM 9056 SELECTED ELEMENTS BY NELE COMMAND.

MAXIMUM VALUES OF Uy SORT ON ITEM=U COMPONENT=Y ORDER= 0 KABS= 0 NMAX= SORT COMPLETED FOR 2 VALUES. PRINT U NODAL SOLUTION PER NODE NODE UX UY UZ USUM 15443 0.39024E-03 0.34871E-01 0.68632E-03 0.34880E-01 15453 0.18734E-02 0.34831E-01 0.25981E-02 0.34978E-01 NODE SORT REMOVED 2 SET 4 USE LOAD STEP 4 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 4 SUBSTEP= 1 CUMULATIVE ITERATION=

39 TIME/FREQUENCY=

4.0000 TITLE= Pad, HE(1), 20 Casks, 515 Kips N 45 W (Z,X), Very Hard Rock ESEL FOR LABEL= TYPE FROM 1 TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

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

MAXIMUM VALUES OF Uy SORT ON ITEM=U COMPONENT=Y ORDER= 0 KABS= 0 NMAX= SORT COMPLETED FOR 2 VALUES. PRINT U NODAL SOLUTION PER NODE NODE UX UY UZ USUM 15443 0.44144E-03 0.35672E-01 0.64613E-03 0.35680E-01 15453 0.23948E-02 0.35631E-01 0.21788E-02 0.35778E-01 2

Sheet 53 of 63 E SERVICES, INC. Appendix DN-1 to Calculation PGE-009-CALC-003 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=

46 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 1 TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

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

MAXIMUM VALUES OF Uy SORT ON ITEM=U COMPONENT=Y ORDER= 0 KABS= 0 NMAX= 2 SORT COMPLETED FOR 2 VALUES. PRINT U NODAL SOLUTION PER NODE NODE UX UY UZ USUM 15443 0.49041E-03 0.33141E-01 0.59545E-03 0.33150E-01 15453 0.27571E-02 0.33100E-01 0.16193E-02 0.33254E-01 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=

58 TIME/FREQUENCY=

6.0000 TITLE= Pad, HE(1), 20 Casks, 515 Kips West (W), Very Hard Rock ESEL FOR LABEL= TYPE FROM 1 TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

F '~ ENERCON A SERVICES, INC. Appendix DN-1 to Calculation PGE-009-CALC-003 Sheet 54 of 63 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 11550 NODES (OF 17051 DEFINED) SELECTED FROM 9056 SELECTED ELEMENTS BY NELE COMMAND.

MAXIMUM VALUES OF Uy SORT ON ITEM=U COMPONENT=Y ORDER= 0 KABS=' 0 NMAX= SORT COMPLETED FOR 2 VALUES. PRINT U NODAL SOLUTION PER NODE NODE UX UY UZ USUM 13267 0.13253E-01 0.27089E-01-0.10759E-03 0.30158E-01 13266 0.13253E-01 0.27089E-01 0.10849E-03 0.30157E-01 NODE SORT REMOVED 2 SET 7 USE LOAD STEP 7 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 7 SUBSTEP= 1 CUMULATIVE ITERATION=

80 TIME/FREQUENCY=

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

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

MAXIMUM VALUES OF Uy SORT ON ITEM=U COMPONENT=Y SORT COMPLETED FOR 2 VALUES. PRINT U NODAL SOLUTION PER NODE NODE UX UY ORDER= 0 KABS= 0 NMAX=UZ USUM 2 Sheet 55 of 63 F ENERCON SERVICES, INC. Appendix DN-1 to Calculation PGE-009-CALC-003 15443 0.10318E-03 0.31833E-02 0.40690E-03 0.32109E-02 7439 -0.10320E-03 0.31806E-02 0.40691E-03 0.32082E-02 NODE SORT REMOVED 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(l), 20 Casks, 206 Kips West (X), Max Up, Very 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=

Hard Rock COMMAND.MAXIMUM VALUES OF Uy =-SORT ON ITEM=U COMPONENT=Y ORDER= 0 KABS= 0 NMAX= SORT COMPLETED FOR 2 VALUES. PRINT U NODAL SOLUTION PER NODE NODE UX UY UZ USUM 13267 0.41494E-02 0.55875E-02-0.29945E-04 0.69598E-02 13266 0.41494E-02 0.55875E-02 0.29960E-04 0.69598E-02 NODE SORT REMOVED 2 SET 9 USE LOAD STEP 9 SUBSTEP SET COMMAND GOT LOAD STEP= TIME/FREQUENCY=

9.0000 TITLE= Pad, HE(3), 20 Casks, ESEL FOR LABEL= TYPE FROM 0 FOR LOAD CASE 0 9 SUBSTEP= 1 CUMULATIVE ITERATION=

171.2 Kips North (Z), Max Dn, Very Hard Rock 1 TO 1 BY 1 99 103 F ENERCON F A SERVICES, INC. Appendix DN-1 to Calculation PGE-009-CALC-003 9056 SELECT 11550 9056 Sheet 56 of 63 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. NODES (OF 17051 DEFINED) SELECTED FROM SELECTED ELEMENTS BY NELE COMMAND.MAXIMUM VALUES OF Uy -SORT ON ITEM=U COMPONENT=Y ORDER= 0 KABS= 0 NMAX= SORT COMPLETED FOR 2 VALUES. PRINT U NODAL SOLUTION PER NODE NODE UX UY UZ USUM 7449 -0.35038E-03-0.64491E-03 0.93325E-03 0.11873E-02 15453 0.35038E-03-0.64492E-03 0.93325E-03 0.11873E-02 NODE SORT REMOVED 2 SET 10 USE LOAD STEP 10 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 10 SUBSTEP= 1 CUMULATIVE ITERATION=

106 TIME/FREQUENCY=

10.000 TITLE= Pad, HE(3), 20 Casks, 171.2 Kips West (X), Max Dn, Very Hard Rock ESEL FOR LABEL= TYPE FROM 1 TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

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

MAXIMUM VALUES OF Uy SORT ON ITEM=U COMPONENT=Y SORT COMPLETED FOR 2 VALUES. PRINT U NODAL SOLUTION PER NODE ORDER= 0 KABS= 0 NMAX=2 Sheet 57 of 63 E IiENERCONSEVCS SERVICES, INC. Appendix DN-1 to Calculation PGE-009-CALC-003 NODE UX UY UZ USUM 15453 0.75154E-03-0.67112E-03 0.51199E-03 0.11302E-02 15373 0. 75131E-03-0.67317E-03-0.

51179E-03 0.11312E-02 NODE SORT REMOVED SET 11 USE LOAD STEP 11 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 11 SUBSTEP= 1 CUMULATIVE TIME/FREQUENCY=

11.000 TITLE= Pad, LTSP(2), 20 Casks, 440 Kips North (Z), Very 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 COMMAND.MAXIMUM VALUES OF Uy SORT ON ITEM=U COMPONENT=Y ORDER= 0 KABS= 0 NMAX= SORT COMPLETED FOR 2 VALUES. PRINT U NODAL SOLUTION PER NODE NODE UX UY UZ USUM 15443 0.18080E-03 0.16632E-01 0.73672E-03 0.16650E-01 7439 -0.18080E-03 0.16632E-01 0.73672E-03 0.16650E-01 NODE SORT REMOVED 2 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 122 136 F ',ENERCON SERVICES, INC. Appendix DN-1 to Calculation PGE-009-CALC-003 Sheet 58 of 63 ESEL FOR LABEL= TYPE FROM 1 TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

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

MAXIMUM VALUES OF Uy SORT ON ITEM=U COMPONENT=Y ORDER= 0 KABS= 0 NMAX= SORT COMPLETED FOR 2 VALUES. PRINT U NODAL SOLUTION PER NODE NODE UX UY UZ USUM 15443 0.40006E-03 0.28221E-01 0.66923E-03 0.28231E-01 15453 0.16565E-02 0.28180E-01 0.23568E-02 0.28327E-01 NODE SORT REMOVED 2 SET 13 USE LOAD STEP 13 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 13 SUBSTEP= 1 CUMULATIVE ITERATION=

142 TIME/FREQUENCY=

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

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

MAXIMUM VALUES OF Uy SORT ON ITEM=U SORT COMPLETED FOR COMPONENT=Y 2 VALUES.ORDER= 0 KABS= 0 NMAX=2 F ENERCONENERCON SERVICES, INC. Appendix DN-1 to Calculation PGE-009-CALC-003 PRINT U NODAL SOLUTION PER NODE NODE 15443 15453 UX UY UZ USUM 0.45615E-03 0.28732E-01 0.62523E-03 0.28742E-01 0.21069E-02 0.28691E-01 0.19908E-02 0.28837E-01 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 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 Uy --SORT ON ITEM=U COMPONENT=Y ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT U NODAL SOLUTION PER NODE NODE 15443 15453 UX UY UZ USUM 0.50798E-03 0.26450E-01 0.56891E-03 0.26461E-01 0.24136E-02 0.26409E-01 0.15048E-02 0.26561E-01 NODE SORT REMOVED SET 15 --USE LOAD STEP 15 SUBSTEP 0 FOR LOAD CASE 0 1 CUMULATIVE ITERATION=

161 Sheet 59 of 63 149 2 SET COMMAND GOT LOAD STEP=15 SUBSTEP=

Sheet 60 of 63 F A SERICE, INC. Appendix DN-1 to Calculation PGE-009-CALC-003 TIME/FREQUENCY=

15.000 TITLE- Pad, LTSP(2), 20 Casks, 440 Kips West (X), Very Hard Rock ESEL FOR LABEL= TYPE FROM 1 TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

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

MAXIMUM VALUES OF Uy SORT ON ITEM=U COMPONENT=Y ORDER= 0 KABS= 0 NMAX= 2 SORT COMPLETED FOR 2 VALUES. PRINT U NODAL SOLUTION PER NODE NODE UX UY UZ USUM 13267 0.11119E-01 0.20649E-01-0.80301E-04 0.23453E-01 13266 0.11119E-01 0.20649E-01 0.81810E-04 0.23452E-01 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=

186 TIME/FREQUENCY=

16.000 TITLE= Pad, LTSP(2), 20 Casks, 176 Kips North (Z), Max Up, Very Hard Rock ESEL FOR LABEL= TYPE FROM 1 TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

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

MAXIMUM VALUES OF Uy COMPONENT=Y ORDER= 0 KABS= 0 NMAX=SORT ON ITEM=U 2 F 'ENERCON SSERVICES, INC. Appendix DN-1 to Calculation PGE-009-CALC-003 SORT COMPLETED FOR Sheet 61 of 63 2 VALUES.PRINT U NODAL SOLUTION PER NODE NODE UX UY UZ USUM 15443 0.80410E-04 0.75494E-02 0.33461E-03 0.75572E-02 7439 -0.80410E-04 0.75494E-02 0.33461E-03 0.75572E-02 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 9056 ELEMENTS (OF 11 SELECT 1 TO 1 BY 1 5348 DEFINED) SELECTED BY ESEL COMMAND.ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.11550 NODES (OF 17051 DEFINED) SELECTED FROM 9056 SELECTED ELEMENTS BY NELE COMMAND.

MAXIMUM VALUES OF Uy -=-=SORT ON ITEM=U COMPONENT=Y ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT U NODAL SOLUTION PER NODE NODE 13267 13266 UX UY UZ USUM 0.48046E-02 0.88795E-02-0.30918E-04 0.10096E-01 0.48046E-02 0.88794E-02 0.31071E-04 0.10096E-01 NODE SORT REMOVED SET 18 =USE LOAD STEP 18 SUBSTEP 2 0 FOR LOAD CASE 0 Sheet 62 of 63 F l ENERCON SERVICES, INC. Appendix DN-1 to Calculation PGE-009-CALC-003 SET COMMAND GOT LOAD STEP= 18 SUBSTEP= 3 CUMULATIVE ITERATION=

338 TIME/FREQUENCY=

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

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

MAXIMUM VALUES OF Uy SORT ON ITEM=U COMPONENT=Y ORDER= 0 KABS= 0 NMAX= 2 SORT COMPLETED FOR 2 VALUES. PRINT U NODAL SOLUTION PER NODE NODE UX UY UZ USUM 15443 0.70791E-04 0.85939E-02 0.30561E-03 0.85996E-02 7439 -0.70794E-04 0.85932E-02 0.30561E-03 0.85989E-02 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 1 TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

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

MAXIMUM VALUES OF Uy i ENERCON SERVICES, INC. Appendix DN-1 to Calculation PGE-009-CALC-003 Sheet 63 of 63 SORT ON ITEM=U COMPONENT=Y ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 2 VALUES.PRINT U NODAL SOLUTION PER NODE NODE 13267 13266 UX UY UZ USUM 0.53249E-02 0.12126E-01-0.38744E-04 0.13244E-01 0.53249E-02 0.12126E-01 0.38799E-04 0.13244E-01 NODE SORT REMOVED EXIT THE ANSYS POST1 DATABASE PROCESSOR

• • • • • ROUTINE COMPLETED

• • • • • CP =50.813*** NOTE *** CP= 50.813 TIME= 10:29:04 A total of 1 warnings and errors written to dcslabh6.err.

2 F ',l ENERCON F SERVICES, INC. Appendix DN-2 to Calculation PGE-009-CALC-003 Originator:

Date: Reissued: Sheet 1 of 54 S. C. Tumminelli May 25, 2001 November 30, 2001 Appendix DN-2 Maximum Cask Displacements This Appendix presents the maximum cask displacements for all 19 load cases analyzed for the soft rock, hard rock and very hard models. The first input file creates two output files, one for the soft and one for the hard rock models. This is followed by the input and output files for the very hard rock analyses.

Appendix Contents ANSYS input file for cask displacements 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 cask displacements for the very hard rock model ANSYS output file for the very hard rock model sheet 2 sheet 8 sheet 23 sheet 37 sheet 40 Sheet 2 of 54 F '1ENERCON S SERVICES, INC. Appendix DN-2 to Calculation PGE-009-CALC-003 Below is the ANSYS input file that scans the database for the maximum cask displacements for the soft and hard rock models. Two output files are created in one execution.

/output, padsoftcaskd.out

/com /file,dcslabs2 resume /header, on, off,off,off,on,off

/postl eall nall /com, /com, This routine selects the nodes at the centerlines of the perimeter casks /com, and prints out the displacements for these nodes for all 19 load steps. /com, /COM /COM /COM /COM SELECT NODES AT THE CL OF THE CASKS /COM nsel,node, 159 naselnode,3022 naselnode,3735 naselnode,4467 naselnode,5178 naselnode, 5890 naselnode,6602 naselnode, 8183 nasel node, 11046 naselnode, 11759 naselnode, 12491 naselnode, 13202 naselnode, 13914 nasel,node, 14626 /CON /COm /CON SET 1 set,1 nsort,u,y prdi /CON /CON /CON SET 2 set,2 nsort,u,y prdi /CON /CON /COM SET 3 set,3 nsort,u,y prdi /COM Sheet 3 of 54 F Im ENERCON SERVICES, INC. Appendix DN-2 to Calculation PGE-009-CALC-003

/COm /COM SET 4 set, 4 nsort ,u, y prdi /coM---- /CoM /CoM SET 5 set, 5 nsort, u, y prdi /COM /COM /COM SET 6 set, 6 nsort, u, y prdi /CoM /COM /COM SET 7 set, 7 nsort, u, y prdi /COM/COM /COM SET 8 set, 8 nsort, u, y prdi /COM -----/COM /COM SET 9 set, 9 nsort, u, y prdi /COM /COM ------/COM SET 10 set, 10 nsort ,u, y prdi /COM /COM /COM SET 11 set, 11 nsort ,u, y prdi /COM------

/COM /COM SET 12 set, 12 nsort ,u, y prdi Sheet4of 54 FSERVICES, INC. Appendix DN-2 to Calculation PGE-009-CALC-003

/COM /COM /COM SET 13 set,13 nsort, u, y prdi /COM /COM /COM SET 14 set, 14 nsort,u,y prdi /COM /COM /COM SET 15 set,15 nsort,u,y prdi /COM /COM /COM SET 16 set,16 nsort,u,y prdi /COM /COM /COM SET 17 set,17 nsort,u,y prdi /COM /COM /COM SET 18 set,18 nsort,u,y prdi /COM /COM /COM SET 19 set,19 nsort,u,y prdi /COM /COM fini /output,padhardcaskd,out

/file,dcslabh2 resume /header,on,off,off,off,on,off

/post1 eall nall / COM Sheet 5 of 54 ENERCON F 3 SERVICES, INC. Appendix DN-2 to Calculation PGE-009-CALC-003

/Com /Com /Com SELECT NODES AT THE CL OF THE CASKS /Com nselnode,159 naselnode,3022 naselnode,3735 naselnode,4467 naselnode,5178 naselnode,5890 naselnode,6602 naselnode,8183 naselnode,11046 naselnode,11759 naselnode,12491 naselnode,13202 naselnode,13914 naselnode,14626

/Com /Com /Com SET 1 set,1 nsortuy prdi /Com /Com /Com SET 2 set,2 nsortuy prdi /Com /Com /Com SET 3 set,3 nsortuy prdi /Com /Com /Com SET 4 set,4 nsortuy prdi /Com /Com /Com SET 5 set,5 nsortuy prdi /Com /Com /Com SET 6 set,6 nsortuy Sheet 6 of 54 SERVICES, INC. Appendix DN-2 to Calculation PGE-009-CALC-003 prdi /CoM /COM /COM SET 7 set,7 nsort,u,y prdi /CoM /COM /COM SET 8 set, 8 nsortu,y prdi /COM /COM /COM SET 9 set, 9 nsort,u,y prdi /COM /COM /COM SET 10 set,10 nsort,u,y prdi /com /COM /COM SET 11 set,11 nsort,u,y prdi /COM /COM /COM SET 12 set, 12 nsort,u,y prdi /COM /COM /COM -- SET 13 set,13 nsort,u,y prdi /COM /COM /COM --SET 14 set,14 nsort,u,y prdi /coM /COM /COM SET 15 set,15 Sheet 7 of 54 iENERCON SERVICES, INC. Appendix DN-2 to Calculation PGE-009-CALC-003 nsort, u, y prdi /COM /COM /COM SET 16 set, 16 nsort, u, y prdi /COM /COM= /COM SET 17 set, 17 nsort, u, y prdi /COM /COM /COM SET 18 set, 18 nsort, u, y prdi /COM /CO/COM SET 19 set, 19 nsort, u, y prdi /COM /COM fini /output /exit DENERCON SERVICES, INC. Appendix DN-2 to Calculation PGE-009-CALC-003 Sheet 8 of 54 Below is the ANSYS output file for the maximum cask displacements for the soft rock analyses:

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

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

NUMBER OF ELEMENT TYPES = 6 15348 ELEMENTS CURRENTLY SELECTED.

MAX 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 = 33177 NODE NUMBER = 17051 KEYPOINT NUMBER -259 LINE NUMBER = 396 AREA NUMBER = 295 VOL. NUMBER = 70 5 6 0 4620 2193 2160 (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 SYSTEM ANSYS/Structural U 00150104 VERSION=INTEL NT 1 RELEASE 5.7 7:10:19 MAY 17, 2001 CP=Pad, LTSP(4), 20 Casks, 156 Kips West (X), Max Up, Soft Rock ***** ANSYS RESULTS INTERPRETATION (POST1) ***** ENTER /SHOW,DEVICE-NAME TO ENABLE GRAPHIC DISPLAY ENTER FINISH TO LEAVE POST1 *** NOTE *** CP= 2.474 TIME= 17:10:19 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 2.464 Sheet 9 of 54 S ENERCON SERVICES, INC. Appendix DN-2 to Calculation PGE-009-CALC-003 either SAVE the current values or not overwrite them (/EXIT,NOSAVE).

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

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

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

NASE COMMAND.

NASE COMMAND.

NASE COMMAND.

NASE COMMAND.

NASE COMMAND.

NASE COMMAND.

NASE COMMAND.

NASE COMMAND.FROM 11759 TO 11759 BY 1 NASE FOR LABEL= NODE F ul ENERCON SERVICES, INC. Appendix DN-2 to Calculation PGE-009-CALC-003 10 NODES (OF NASE FOR LABEL= NODE 11 NODES (OF NASE FOR LABEL= NODE 12 NODES (OF NASE FOR LABEL= NODE 13 NODES (OF NASE FOR LABEL= NODE 14 NODES (OF 17051 DEFINED) SELECTED BY NASE COMMAND.FROM 12491 TO 12491 BY 1 17051 DEFINED) SELECTED BY NASE COMMAND.FROM 13202 TO 13202 BY 1 17051 DEFINED) SELECTED BY NASE COMMAND.FROM 13914 TO 13914 BY 1 17051 DEFINED) SELECTED BY NASE COMMAND.FROM 14626 TO 14626 BY 1 17051 DEFINED) SELECTED BY NASE COMMAND.--------SET 1 --USE LOAD STEP 1 SUBSTEP 0 FOR LOAD CASE n SET COMMAND GOT LOAD STEP= 1 SUBSTEP= TIME/FREQUENCY=

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

SORT ON ITEM=U COMPONENT=Y ORDER= 0 KABS= 0 SORT COMPLETED FOR 14 VALUES.PRINT DOF NODAL SOLUTION PER NODE NODE UX UY UZ 11759 0.23976E-02-0.25934E-01-0.29898E-02 14626 0.23976E-02-0.25934E-01 0.29899E-02 6602 -0.23976E-02-0.25934E-01 0.29899E-02 3735 -0.23976E-02-0

.25934E-01-0.29899E-02 11046 0.84671E-03-0.32000E-01 0.33257E-02 8183 0.84671E-03-0.32000E-01-0.33257E-02 3022 -0.84672E-03-0.32000E-01 0.33257E-02 159 -0.84672E-03-0.32000E-01-0.33257E-02 12491 0.28853E-02-0.32324E-01-0.13605E-02 13914 0.28853E-02-0.32324E-01 0.13605E-02 4467 -0.28853E-02-0.32324E-01-0.13605E-02 5890 -0.28853E-02-0.32324E-01 0.13605E-02 13202 0.30497E-02-0.34160E-01 0.38396E-04 5178 -0.30497E-02-0.34160E-01 0.38396E-04 SET 2 Sheet 10 of 54 4 NMAX=17051 Sheet 11 of 54 E SERVICES, INC. Appendix DN-2 to Calculation PGE-009-CALC-003 USE LOAD STEP 2 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 2 SUBSTEP= TIME/FREQUENCY-2.0000 TITLE= Pad, HE(1), 20 Casks, 515 Kips North 1 CUMULATIVE ITERATION= (Z), Soft Rock SORT ON ITEM=U COMPONENT=Y ORDER= 0 KABS= 0 SORT COMPLETED FOR 14 VALUES.PRINT DOF NODAL SOLUTION PER NODE UX UY 0.17946E-02 0.45089E-03

-0.17946E-02 0.45089E-03 0.85672E-03-0.31840E-02

-0.85672E-03-0.31840E-02

0. 19712E-02-0.22290E-01

-0.19712E-02-0.22290E-01 0.17184E-02-0.25651E-01

-0.17184E-02-0.25651E-01 0.23280E-02-0.26958E-01

-0.23280E-02-0.26958E-01 0.23114E-02-0.26967E-01

-0.23114E-02-0.26967E-01 UZ 0.54158E-01 0.54158E-01 0 .55992E-01 0.55992E-01 0.48499E-01 0.48499E-01 0 .42247E-01 0 .42247E-01 0 .46081E-01 0 .46081E-01 0.44366E-01 0 .44366E-01 8183 0.52785E-03-0.31633E-01 0.44127E-01 159 -0.52786E-03-0.31633E-01 0.44127E-01

-- 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, 5i5 Kips N 32.93 W (Z,X), Soft Rock SORT ON ITEM=U COMPONENT=Y ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 14 VALUES.PRINT DOF NODAL SOLUTION PER NODE UX UY 0.32931E-01 0.22345E-01 0 .28977E-01-0.22689E-02 0.32714E-01-0.78650E-02 0.25852E-01-0.12221E-01 0.25115E-01-0.17162E-01 0.31900E-01-0.17466E-01

0. 26874E-01-0.18986E-01 UZ 0. 49506E-01

0. 47994E-01

0. 43654E-01 0.45401E-01

0. 41103E-01 0.39184E-01 0.33611E-01 17 NMAX-17051 NODE 14626 6602 11046 3022 13914 5890 11759 3735 13202 5178 12491 4467 26 17051 NODE 14626 11046 13914 3022 6602 13202 11759 F ENERCON SERVICES, INC. Appendix DN-2 to Calculation PGE-009-CALC-003 Sheet 12 of 54 12491 0.30241E-01-0.19177E-01 0.36121E-01 8183 0.24738E-01-0.29550E-01 0.36194E-01 3735 0.23030E-01-0.29725E-01 0.36618E-01 5890 0.26047E-01-0.30233E-01 0.39132E-01 159 0.23551E-01-0.31520E-01 0.36962E-01 4467 0.25018E-01-0.32689E-01 0.38083E-01 5178 0.26083E-01-0.33283E-01 0.38630E-01 SET 4 USE LOAD STEP 4 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 4 SUBSTEP= TIME/FREQUENCY=

4.0000 TITLE= Pad, HE(1), 20 Casks, 515 Kips N 45 W 1 CUMULATIVE ITERATION= (Z,X), Soft Rock SORT ON ITEM=U COMPONENT=Y ORDER= 0 KABS= 0 SORT COMPLETED FOR 14 VALUES.PRINT DOF NODAL SOLUTION PER NODE UX UY 0.42876E-01 0.27094E-01

0. 43340E-01-0

.86190E-04

0. 37434E-01-0

.50810E-02 0.42471E-01-0.10456E-01 0.40105E-01-0.13431E-01 0.35572E-01-0.14464E-01 0.33444E-01-0.16873E-01 0.32449E-01-0.21741E-01 0.32492E-01-0.28170E-01

0. 30684E-01-0.30552E-01 0.31042E-01-0.31009E-01 0.34396E-01-0.32432E-01 0.33434E-01-0.34319E-01 0.34744E-01-0.35161E-01 UZ 0.42550E-01 0.37672E-01 0.40415E-01 0.33319E-01

0. 30105E-01

0. 27648E-01 0.37536E-01 0.33407E-01 0.29960E-01 0.31117E-01

0. 30857E-01 0.32474E-01 0.32305E-01 0.32470E-01

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

TIME/FREQUENCY:

5.0000 TITLE= Pad, HE(1), 20 Casks, 515 Kips N 57.07 W (Z,X), Soft Rock SORT ON ITEM=U COMPONENT=Y ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 30 NMAX=17051 NODE 14626 13914 11046 13202 12491 11759 3022 6602 8183 3735 159 5890 4467 5178 34 17051 14 VALUES.

ENERCON SERVICES, INC. Appendix DN-2 to Calculation PGE-009-CALC-003 PRINT DOF NODAL SOLUTION PER NODE Ux UY 0.50621E-01 0.28189E-01 0.52050E-01 0.70019E-02 0.51492E-01-0.25844E-02 0.48736E-01-0.66512E-02 0.43385E-01-0.87057E-02 0.43873E-01-0.90003E-02 0,39220E-01-0.20944E-01 0.38233E-01-0.25008E-01 0.39081E-01-0.26420E-01 0.37234E-01-0.30246E-01 0.36981E-01-0.30957E-01 0.41098E-01-0.34183E-01 0.40316E-01-0.35577E-01 0.41761E-01-0.36683E-01 UZ 0.33449E-01 0.29670E-01 0.25941E-01 0.22786E-01 0.20437E-01 0.31083E-01 0.28479E-01 0.24915E-01 0.22351E-01 0.23291E-01 0.24124E-01 0.24554E-01 0.25044E-01 0.24889E-01

==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), Soft Rock SORT ON ITEM=U COMPONENT=Y ORDER= 0 KABS= 0 SORT COMPLETED FOR 14 VALUES.PRINT DOF NODAL SOLUTION PER NODE NODE UX UY UZ 14626 0.56712E-01 0.13291E-01 0.46813E-02 11759 0.56703E-01 0.13224E-01-0.46705E-02 13914 0.61313E-01 0.10306E-01 0.25948E-02 12491 0.61307E-01 0.10278E-01-0.25853E-02 13202 0.62871E-01 0.93899E-02 0.90377E-04 11046 0.49075E-01-0.19406E-01 0.31026E-02 8183 0.49062E-01-0.19435E-01-0.30942E-02 3022 0.45467E-01-0.26991E-01 0.19283E-02 159 0.45462E-01-0.26995E-01-0.19250E-02 3735 0.45083E-01-0.29784E-01 0.25944E-03 6602 0.45085E-01-0.29785E-01-0.25670E-03 4467 0.49000E-01-0.36700E-01 0.58681E-03 5890 0.49001E-01-0.36701E-01-0.58399E-03 5178 0.50301E-01-0.38610E-01-0.26849E-04 SET 7 Sheet 13 of 54 NODE 14626 13914 13202 12491 11759 11046 3022 6602 8183 159 3735 5890 4467 5178 42 NMAX: 17051 F ',ENERCON SERVICES, INC. Appendix DN-2 to Calculation PGE-009-CALC-003 Sheet 14 of 54 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 SORT ON ITEM:U COMPONENT=Y ORDER= 0 KABS= 0 SORT COMPLETED FOR 14 VALUES.PRINT DOF NODAL SOLUTION PER NODE UX UY 0.11303E-02-0.73636E-02

-0.11304E-02-0.73637E-02 0.47549E-03-0.96951E-02

-0.47545E-03-0.96952E-02 0.11994E-02-0.13223E-01

-0.11994E-02-0.13223E-01 0.96255E-03-0.13303E-01

-0.96256E-03-0.13303E-01 0.12680E-02-0.14430E-01

-0.12680E-02-0.14430E-01 0.13044E-02-0.14622E-01

-0.13044E-02-0.14622E-01 0.30548E-03-0.16420E-01

-0.30549E-03-0.16420E-01 UZ 0.21763E-01 0.21763E-01 0.22641E-01 0.22641E-01 0.20563E-01 0.20563E-01 0.18162E-01 0.18162E-01

0. 19174E-01 0.19174E-01 0,19915E-01 0.19915E-01

0. 18955E-01 0.18955E-01

= 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(I), 20 Casks, 206 Kips West (X), Max Up, Soft Rock SORT ON ITEM=U COMPONENT=Y ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 14 VALUES.PRINT DOF NODAL SOLUTION PER NODE NODE UX UY UZ 14626 0.22906E-01-0.35240E-02 0.23635E-02 11759 0.22906E-01-0.35254E-02-0.23634E-02 13914 0.24859E-01-0.54216E-02 0.12675E-02 12491 0. 24859E-01-0.54221E-02-0.

12674E-02 13202 0.25525E-01-0.59826E-02 0.41558E-04 11046 0.20540E-01-0.12707E-01 0.16385E-02 54 NMAX=17051 NODE 14626 6602 11046 3022 13914 5890 11759 3735 12491 4467 13202 5178 8183 159 63 17051 ENERCON SERVICES, INC. Appendix DN-2 to Calculation PGE-009-CALC-003 Sheet 15 of 54 0.20539E-01-0.12708E-01-0.16386E-02 0.19414E-01-0.14626E-01 0.11071E-02 0.19414E-01-0.14626E-01-0.11071E-02 0.19202E-01-0.14994E-01 0.11472E-03

0. 19202E-01-0

.14994E-01-0.

11467E-03 0.20821E-01-0.18398E-01 0.14698E-03 0.20821E-01-0.18398E-01-0.14694E-03 0.21363E-01-0.19346E-01-0.89786E-05 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, Soft Rock SORT ON ITEM=U COMPONENT=Y ORDER= 0 KABS= 0 SORT COMPLETED FOR 14 VALUES.PRINT DOF NODAL SOLUTION PER NODE UX UY 0.43984E-02-0.45154E-01 0.43979E-02-0.45154E-01 0.42240E-02-0.48613E-01 0.42236E-02-0.48613E-01 0.15868E-02-0.55730E-01 0.15871E-02-0.55730E-01

0. 52200E-02-0.58661E-01 0.52195E-02-0.58661E-01 0.52669E-02-0.59592E-01

0. 52665E-02-0.59592E-01 0.14632E-02-0.59969E-01

0. 14634E-02-0.59969E-01

0. 55591E-02-0.62611E-01 0.55587E-02-0.62611E-01 UZ 0.22838E-01 0.22838E-01 0.11576E-01 0.11576E-01 0.24274E-01 0.24274E-01 0.20060E-01 0.20060E-01 0.14930E-01

0. 14930E-01

0. 11769E-01 0.11769E-01

0. 17664E-01

0. 17664E-01-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, Soft Rock COMPONENT=Y ORDER= 0 KABS= 0 NMAX=8183 3022 159 6602 3735 4467 5890 5178 69 NMAX=17051 NODE 14626 6602 11759 3735 3022 11046 13914 5890 12491 4467 159 8183 13202 5178 73 SORT ON ITEM=U 17051 F ENERCON SERVICES, INC. Appendix DN-2 to Calculation PGE-009-CALC-003 SORT COMPLETED FOR 14 VALUES.PRINT DOF NODAL SOLUTION PER NODE NODE UX UY UZ 11759 0.22000E-01-0.43810E-01-0.66480E-02 14626 0.22000E-01-0.43810E-01 0.66477E-02 3735 0.13429E-01-0.49996E-01-0.46247E-02 6602 0.13429E-01-0.49996E-01 0.46245E-02 13914 0.24520E-01-0.55399E-01 0.31966E-02 12491 0.24520E-01-0.55399E-01-0.31968E-02 11046 0.18807E-01-0.57280E-01 0.65071E-02 8183 0. 18807E-01-0

.57280E-01-0.

65074E-02 159 0.15765E-01-0.58405E-01-0.60168E-02 3022 0.15765E-01-0.58405E-01 0.60166E-02 13202 0.25371E-01-0.58750E-01 0.93299E-04 5890 0.14073E-01-0.62887E-01 0.19364E-02 4467 0.14073E-01-0.62887E-01-0.19366E-02 5178 0.14288E-01-0.66572E-01 0.48726E-04 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 SORT ON ITEM=U COMPONENT=Y ORDER= 0 KABS=SORT COMPLETED FOR 14 VALUES.PRINT DOF NODAL SOLUTION PER NODE UX UY 0.17323E-02-0.23658E-02

-0.17323E-02-0.23658E-02 0.80541E-03-0.58241E-02

-0.80541E-03-0.58241E-02 0.18807E-02-0.21356E-01

-0.18807E-02-0

.21356E-01 0.15520E-02-0.23307E-01

-0.15520E-02-0.23307E-01 0.21362E-02-0.24868E-01

-0.21362E-02-0.24868E-01 0.21764E-02-0

.25123E-01

-0.21764E-02-0.25123E-01 0.47436E-03-0.28766E-01

-0.47437E-03-0.28766E-01 UZ 0.50293E-01 0.50293E-01 0.52049E-01 0.52049E-01

0. 45457E-01 0.45457E-01 0 .39923E-01 0.39923E-01 0.41876E-01 0 .41876E-01 0 .43435E-01 0.43435E-01 0.41701E-01

0. 41701E-01 Sheet 16 of 54 85 0 NMAX=17051 NODE 14626 6602 11046 3022 13914 5890 11759 3735 12491 4467 13202 5178 8183 159 Sheet 17 of 54 E SERVICES, INC. Appendix DN-2 to Calculation PGE-009-CALC-003 SET 12 -USE LOAD STEP 12 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 12 SUBSTEP= 1 CUMULATIVE ITERATION=

94 TIME/FREQUENCY=

12.000 TITLE= Pad, LTSP(2), 20 Casks, 440 Kips N 32.93 W (Z,X), Soft Rock SORT ON ITEM=U COMPONENT=Y ORDER= 0 KABS= 0 NMAX= 17051 SORT COMPLETED FOR 14 VALUES. PRINT DOF NODAL SOLUTION PER NODE NODE UX UY UZ 14626 0.30100E-01 0.14871E-01 0.45855E-01 11046 0.26623E-01-0.53918E-02 0.44546E-01 13914 0.29993E-01-0.10246E-01 0.40573E-01 3022 0.23928E-01-0.13070E-01 0.42312E-01 6602 0.23254E-01-0.16598E-01 0.38441E-01 13202 0.29513E-01-0.17505E-01 0.36744E-01 11759 0.25157E-01-0.17595E-01 0.31741E-01 12491 0.28166E-01-0.18329E-01 0.34051E-01 3735 0.21717E-01-0.26893E-01 0.34570E-01 8183 0.23261E-01-0.27009E-01 0.34198E-01 5890 0.24259E-01-0.27970E-01 0.36797E-01 159 0.22200E-01-0.28675E-01 0.34914E-01 4467 0.23458E-01-0

.29847E-01 0 .35901E-01 5178 0.24371E-01-0.30569E-01 0.36398E-01 SET 13--USE LOAD STEP 13 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 13 SUBSTEP= 1 CUMULATIVE ITERATION=

98 TIME/FREQUENCY=

13.000 TITLE= Pad, LTSP(2), 20 Casks, 440 Kips N 45 W (Z,X), Soft Rock SORT ON ITEM-U COMPONENT=Y ORDER= 0 KABS= 0 NMAX: 17051 SORT COMPLETED FOR 14 VALUES. PRINT DOF NODAL SOLUTION PER NODE NODE UX UY UZ 14626 0.39168E-01 0.18624E-01 0.39440E-01 13914 0.39657E-01-0.40683E-02 0.34968E-01 11046 0.34406E-01-0.78550E-02 0.37514E-01 13202 0.39086E-01-0.11980E-01 0.31185E-01 12491 0.37134E-01-0.13796E-01 0.28312E-01 Sheet 18 of 54 F ENERCON SERVICES, INC. Appendix DN-2 to Calculation PGE-009-CALC-003 11759 0.33151E-01-0.13931E-01 0.26023E-01 3022 0.31024E-01-0.16985E-01 0.35024E-01 01-0.20443E-01 01-0.25881E-01 01-0.27636E-01 01-0.28250E-01 01-0.29835E-01 01-0.31272E-01 01-0.32187E-01 0.31312E-01

0. 28287E-01

0. 29374E-01 0.29144E-01

0. 30552E-01

0. 30445E-01 0 .30591E-01

--- SFT 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 SORT ON ITEM=U COMPONENT=Y ORDER= 0 KABS= 0 SORT COMPLETED FOR 14 VALUES.PRINT DOF NODAL SOLUTION PER NODE Ux UY 0.46150E-01 0.19220E-01 0.47481E-01 0.12160E-02 0.47174E-01-0.61747E-02 0.44920E-01-0.85505E-02 0.40276E-01-0.92223E-02 0.40288E-01-0.11067E-01 0.36457E-01-0.20131E-01 0.35649E-01-0.23092E-01 0.36584E-01-0.24456E-01 0.34985E-01-0.27616E-01 0.34745E-01-0.28016E-01 0.38323E-01-0.31305E-01

0. 37717E-01-0

.32377E-01 0.38982E-01-0.33499E-01 uz 0.31143E-01 0.27580E-01 0.24179E-01 0.21285E-01 0.19114E-01 0.28955E-01 0.26701E-01 0.23419E-01 0.21072E-01 0.21997E-01 0.22774E-01 0.23124E-01 0.23597E-01 0.23452E-01

-- 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 COMPONENT=Y ORDER= 0 KABS= 0 NMAX 7 6602 8183 3735 159 5890 4467 5178 0. 30150E 0.30488E 0.28878E 0. 29214E 0.32060E 0. 31314E 0.32450E-102 NMAX=17051 NODE 14626 13914 13202 12491 11759 11046 3022 6602 8183 159 3735 5890 4467 5178---110 SORT ON ITEM=U 17051 S'IENERCON SERVICES, INC. Appendix DN-2 to Calculation PGE-009-CALC-003 SORT COMPLETED FOR 14 VALUES.PRINT DOF NODAL SOLUTION PER NODE UX UY 0.52118E-01 0.82447E-02 0.52117E-01 0.82391E-02 0.56185E-01 0.48365E-02 0.56185E-01 0.48343E-02 0.57567E-01 0.37824E-02

0. 45613E-01-0.

18894E-01 0.45612E-01-0.18896E-01 0.42584E-01-0.24949E-01 0.42584E-01-0.24949E-01 0.42254E-01-0.27103E-01 0.42254E-01-0.27103E-01

0. 45800E 0.45800E 0.46983E-01-0. 33426E-01 01-0.33426E-01 01-0.35177E-01 UZ 0.45791E-02 0.45780E-02 0.25176E-02 0.25169E-02 0.84124E-04 0.29519E-02 0.29514E-02 0.18120E-02 0.18117E-02 0.26235E-03 0.26204E-03 0.54395E-03 0.54365E-03 0.26233E-04 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 SORT ON ITEM=U COMPONENT=Y ORDER= 0 KABS SORT COMPLETED FOR 14 VALUES.PRINT DOF NODAL SOLUTION PER NODE UX UY 0.74511E-03-0.52798E-03

-0.74452E-03-0.53313E-03 0.35204E-03-0.20036E-02

-0.35087E-03-0.20057E-02 0.77917E-03-0.88488E-02

-0. 77888E-03-0.

88498E-02

-0 61210E-03-0.95070E-02 0.61219E-03-0.95070E-02

-0. 87549E-03-0.

10207E-01 0.87563E-03-0.10207E-01 0.89858E-03-0.10405E-01

-0.89839E-03-0.10405E-01

-0. 18296E-03-0.

11748E-01 0.18305E-03-0.11748E-01 UZ 0 .22797E-01 0 .22796E-01 0.23587E-01

0. 23587E-01 0.20644E-01 0.20643E-01 0.18262E-01 0.18262E-01 0.19087E-01 0.19087E-01 0.19758E-01 0.19758E-01 0.19082E-01 0.19082E-01 Sheet 19 of 54 NODE 14626 11759 13914 12491 13202 11046 8183 3022 159 3735 6602 4467 5890 5178 123 0 NMAX: 17051 NODE 14626 6602 11046 3022 13914 5890 3735 11759 4467 12491 13202 5178 159 8183 F ENERCON SERVICES, INC. Appendix DN-2 to Calculation PGE-009-CALC-003 SET 17 --Sheet 20 of 54 USE LOAD STEP 17 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 17 SUBSTEP= TIME/FREQUENCY=

17.000 TITLE= Pad, LTSP(2), 20 Casks, 176 Kips West 1 CUMULATIVE ITERATION= (X), Max Up, Soft Rock SORT ON ITEM=U COMPONENT=Y ORDER= 0 KABS SORT COMPLETED FOR 14 VALUES.PRINT DOF NODAL SOLUTION PER NODE UX 0.23426E 0.23423E 0.25147E 0. 25145E 0.25732E 0.20620E 0. 20617E 0. 19311E 0. 19310E-UY 01 0.40128E 01 0.39923E 01 0.24083E 01 0.23999E 01 0.19068E 01-0.77241E 01-0.77314E 01-0.10294E 01-0. 10295E-3735 0.19174E-01-0.11206E-0.19175E-01 0 .20721E-01 0.20722E-01

0. 21240E-01-0 11206E -0 13785E -0 13786E -0 14501E UZ -02 0.20481E-02 0.20448E-02

-02 0.11242E-02 0.11214E-02

-02 0.38583E-04

-02 0.12615E-02 0.12598E-02

-01 0.72565E-03 0.72479E-03 01 0.21338E-03 0.21256E-03

-01 0.28117E-03 0.28034E-03

.01-0.12425E-04

=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 SORT ON ITEM=U COMPONENT=Y ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 14 VALUES.PRINT DOF NODAL SOLUTION PER NODE NODE UX UY UZ 14626 0.57828E-03 0.27135E-02 0.22021E-01 6602 -0.57788E-03 0.27095E-02 0.22021E-01 11046 0.28774E-03 0.16475E-02 0.22736E-01 3022 -0.28687E-03 0.16458E-02 0.22736E-01 136 0 NMAX-17051 NODE 14626 11759 13914 12491 13202 11046 8183 3022 159 6602 4467 5890 5178 151 17051 ENERCON SERVICES, INC. Appendix DN-2 to Calculation PGE-009-CALC-003 Sheet 21 of 54 0.56408E-03

-0.56394E-03

-0.45481E-03 0.45485E-03

-0. 67289E-03

0. 67296E-03

0. 68024E-03

-0. 68016E-03

-0.12879E-03 0,12884E-03 0.63085E-02 0.63096E-02 0.75670E-02

0. 75670E-02 0.78619E-02 0.78619E-02 0.79638E-02

0. 79640E-02

0. 93626E-02

0. 93626E-02 0.19783E-01

0. 19783E-01 0.17565E-01

0. 17565E-01 0.18241E-01 0.18241E-01 0.18833E-01 0.18833E-01 0.18367E-01 0.18367E-01 SET 19 USE LOAD STEP 19 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 19 SUBSTEP= TIME/FREQUENCY=

19.000 TITLE= Pad, LTSP(4), 20 Casks, 156 Kips West 1 CUMULATIVE ITERATION: (X) , Max Up, Soft Rock SORT ON ITEM=U COMPONENT=Y ORDER= 0 KABS- 0 SORT COMPLETED FOR 14 VALUES.PRINT DOF NODAL SOLUTION PER NODE UX 0. 23333E 0. 23333E 0 .24984E 0.24984E 0. 25553E 0 .20392E 0 .20392E 0.18749E 0. 18749E 0. 18557E 0. 18557E 0. 20032E 0. 20032E 0. 20526E-UY UZ 01 0.98912E-02 0.15722E-02 01 0.98899E-02-0.15721E-02 01 0.92044E-02 0.89434E-03

-01 0.92038E-02-0.89419E-03 01 0.89742E-02 0.30929E-04 01-0.43832E-02 0.91735E-03 01-0.43839E-02-0.91730E-03 01-0.80209E-02 0.44415E-03 01-0.80210E-02-0.44412E-03 01-0.92607E-02-0.41629E-03 01-0.92607E-02 0.41634E-03 01-0. 11186E-01-0

.35996E-03 01-0.11186E-01 0.36001E-03 01-0. 11717E-01-0.

14496E-04 EXIT THE ANSYS POST1 DATABASE PROCESSOR

• • • • • ROUTINE COMPLETED

• • • • • CP =44.594 TIME= 17:11:21 F'4 13914 5890 3735 11759 4467 12491 13202 5178 159 8183 168 NMAX 17051 NODE 14626 11759 13914 12491 13202 11046 8183 3022 159 6602 3735 5890 4467 5178 44.594*** NOTE ***CP=

Sheet 22 of 54 FJ SERVICES, INC. Appendix DN-2 to Calculation PGE-009-CALC-003 A total of 1 warnings and errors written to dcslabs2.err.

/OUTPUT FILE= padhardcaskd.out Sheet 23 of 54 F 'IENERCON F 3SERVICES, INC. Appendix DN-2 to Calculation PGE-009-CALC-003 Below is the ANSYS output file for the maximum cask displacements 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 9056 ELEMENTS CURRENTLY SELECTED.

11550 NODES CURRENTLY SELECTED.

259 KEYPOINTS CURRENTLY SELECTED.

250 LINES CURRENTLY SELECTED.

181 AREAS CURRENTLY SELECTED.

70 VOLUMES CURRENTLY SELECTED.

11 COMPONENTS CURRENTLY DEFINED MAXIMUM LINEAR PROPERTY NUMBER MAXIMUM REAL CONSTANT SET NUMBER ACTIVE COORDINATE SYSTEM MAXIMUM CONSTRAINT EQUATION NUMBER NUMBER OF SPECIFIED CONSTRAINTS NUMBER OF NODAL LOADS MAX MAX MAX MAX MAX MAX ELEMENT NUMBER -33177 NODE NUMBER = 17051 KEYPOINT NUMBER -259 LINE NUMBER = 396 AREA NUMBER = 295 VOL. NUMBER = 70 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-NAM ENTER FINISH 15348 ELEMENTS (OF 17051 NODES (OF EE TO ENABLE GRAPHIC DISPLAY TO LEAVE POST1 15348 DEFINED) SELECTED BY EALL COMI 17051 DEFINED) SELECTED BY NALL COMMAND.IAND.SELECT NODES AT THE CL OF THE CASKS NSEL FOR LABEL= NODE FROM 159 TO 159 BY 1 17051 DEFINED) SELECTED BY NSEL COMMAND.1 NODES (OF i ENERCON F A SERVICES, INC.Sheet 24 of 54 Appendix DN-2 to Calculation PGE-009-CALC-003 NASE FOR LABEL= NODE 2 NODES (OF NASE FOR LABEL= NODE 3 NODES (OF NASE FOR LABEL= NODE 4 NODES (OF NASE FOR LABEL= NODE 5 NODES (OF NASE FOR LABEL= NODE 6 NODES (OF NASE FOR LABEL= NODE 7 NODES (OF NASE FOR LABEL= NODE 8 NODES (OF NASE FOR LABEL= NODE 9 NODES (OF NASE FOR LABEL= NODE 10 NODES (OF NASE FOR LABEL= NODE 11 NODES (OF NASE FOR LABEL= NODE 12 NODES (OF NASE FOR LABEL= NODE 13 NODES (OF NASE FOR LABEL= NODE FROM 3022 TO 3022 BY 1 17051 DEFINED) SELECTED BY FROM 3735 TO 3735 BY 1 17051 DEFINED) SELECTED BY FROM 4467 TO 4467 BY 1 17051 DEFINED) SELECTED BY FROM 5178 TO 5178 BY 1 17051 DEFINED) SELECTED BY FROM 5890 TO 5890 BY 1 17051 DEFINED) SELECTED BY FROM 6602 TO 6602 BY 1 17051 DEFINED) SELECTED BY FROM 8183 TO 8183 BY 1 17051 DEFINED) SELECTED BY FROM 11046 TO 11046 BY 1 17051 DEFINED) SELECTED BY FROM 11759 TO 11759 BY 1 17051 DEFINED) SELECTED BY FROM 12491 TO 12491 BY 1 17051 DEFINED) SELECTED BY FROM 13202 TO 13202 BY 1 17051 DEFINED) SELECTED BY FROM 13914 TO 13914 BY 1 17051 DEFINED) SELECTED BY FROM 14626 TO 14626 BY 1 17051 DEFINED) SELECTED BY NASE COMMAND.

NASE COMMAND.

NASE COMMAND.

NASE COMMAND.

NASE COMMAND.

NASE COMMAND.

NASE COMMAND.

NASE COMMAND.

NASE COMMAND.

NASE COMMAND.

NASE COMMAND.

NASE COMMAND.14 NODES (OF NASE COMMAND.

Sheet 25 of 54 E IENERCON SERVICES, INC. Appendix DN-2 to Calculation PGE-009-CALC-003 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, Hard Rock 1 CUMULATIVE ITERATION=

SORT ON ITEM=U COMPONENT=Y ORDER= 0 KABS= 0 SORT COMPLETED FOR 14 VALUES.PRINT DOF NODAL SOLUTION PER NODE UX UY UZ 0.44504E-03-0.29552E-02-0.52675E-03

-0 .44504E-03-0.29552E-02-0.52675E-03 0 .44504E-03-0.29552E-02 0.52675E-03

-0.44504E-03-0.29552E-02 0.52675E-03 0.53987E-03-0.35662E-02-0.22916E-03 0.53987E-03-0.35662E-02 0.22916E-03

-0.53987E-03-0.35662E-02-0.22916E-03

-0.53987E-03-0.35662E-02 0.22916E-03 0.14819E-03-0.36065E-02-0.59842E-03

-0.14819E-03-0.36065E-02-0.59842E-03 0.14819E-03-0.36065E-02 0.59842E-03

-0.14819E-03-0.36065E-02 0.59842E-03 0 .56911E-03-0.37223E-02 0.27296E-05

-0 .56911E-03-0.37223E-02 0.27296E-05

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

TIME/FREQUENCY=

2.0000 TITLE= Pad, HE(1), 20 Casks, 515 Kips North (Z), Hard Rock SORT ON ITEM=U COMPONENT=Y ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 14 VALUES.PRINT DOF NODAL SOLUTION PER NODE NODE UX UY UZ 14626 0.44006E-03 0.48840E-02 0.11349E-01 6602 -0.44006E-03 0.48840E-02 0.11349E-01 3022 -0.22353E-03 0.43763E-02 0.11865E-01 11046 0.22353E-03 0.43763E-02 0.11865E-01 2 NMAX: 17051 NODE 11759 3735 14626 6602 12491 13914 4467 5890 8183 159 11046 3022 13202 5178 17 17051 ENERCON SERVICES, INC. Appendix DN-2 to Calculation PGE-009-CALC-003 Sheet 26 of 54 0.41936E-03-0.23911E-02 0.76633E-02 0.41936E-03-0.23911E-02 0.76633E-02 0.39762E-03-0.28811E-02 0.68058E-02 0.39762E-03-0.28811E-02 0.68058E-02 0.30625E-03-0.30795E-02 0.61932E-02

-0. 30625E-03-0

.30795E-02 0.61932E-02

-0.16636E-03-0.31492E-02 0.53467E-02 0.16636E-03-0.31492E-02 0.53467E-02 0.37567E-04-0.38261E-02 0.59486E-02

-0.37567E-04-0.38261E-02 0.59486E-02 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 SORT ON ITEM=U COMPONENT=Y ORDER= 0 KABS= 0 SORT COMPLETED FOR 14 VALUES.PRINT DOF NODAL SOLUTION PER NODE UX 0.86533E-02 0.61468E-02 0.76855E-02 0.44425E-02 0.64891E-02

0. 40611E-02

0. 55280E-02 0.41555E-02 0.39022E-02 UY 0.15392E-01 0.45843E-02 0.30527E-02 0.85221E-03

-0.28510E-03

-0.91220E-03

-0. 11787E-02

-0.19328E-02

-0.33013E-02 0.31665E-02-0.35752E-02 0.34331E-02-0.35756E-02 0.39076E-02-0.36086E-02 0.36995E-02-0.37299E-02 0.32519E-02-0.37609E-02 UZ 0.11312E-01 0.10317E-01 0.82487E-02 0.87102E-02 0.62057E-02 0.68442E-02 0.52614E-02

0. 44723E-02 0.58076E-02 0 .46795E-02 0.49151E-02 0.56498E-02 0.53345E-02 0.50107E-02 USE LOAD STEP 4 SUBSTEP-SET 4 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 13914 5890 13202 5178 12491 4467 3735 11759 8183 159 30 NMAX=17051 NODE 14626 11046 13914 3022 13202 6602 12491 11759 "5890 3735 8183 5178 4467 159 36 Sheet 27 of 54 F l ENERCON F~ 3SERVICES, INC. Appendix DN-2 to Calculation PGE-009-CALC-003 SORT ON ITEM=U COMPONENT=Y ORDER- 0 KABS= 0 SORT COMPLETED FOR 14 VALUES.PRINT DOF NODAL SOLUTION PER NODE UX 0. 11532E 0. 10923E 0.79286E 0.97055E 0.82830E 0.61874E 0. 55114E 0.48707E 0.46628E 0.51738E-UY 01 0.17918E-01 01 0.71096E-02 02 0.33469E-02 02 0.29816E-02 02 0.10972E-02 02-0.58991E-03 02-0.82137E-03 02-0.20356E-02 02-0.34002E-02 02-0.35451E-02 0.42201E-02-0

.36380E-02 0.43279E-02-0.36649E-02 0.52444E-02-0.38312E-02 0.49611E-02-0.39040E-02 UZ 0. 94753E-02 0.72918E-02 0.83738E-02 0.55847E-02 0.46767E-02 0 .40080E-02 0.66374E-02 0.50061E-02 0.41188E-02

0. 47105E-02 0.39985E-02 0.42020E-02 0.47219E-02 0.45359E-02 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), Hard Rock SORT ON ITEM=U COMPONENT=Y ORDER= 0 KABS- 0 NMAX=SORT COMPLETED FOR 14 VALUES.PRINT DOF NODAL SOLUTION PER NODE UX UY 0.13635E-01 0.18574E-01 0.13595E-01 0.10908E-01 0.12657E-01 0.70651E-02 0.11029E-01 0.43538E-02 0.90694E-02 0.16715E-02 0.84107E-02 0.15312E-02 0.61582E-02-0.21273E-02 0.54205E-02-0.27157E-02 0.58293E-02-0.31613E-02 0.52484E-02-0.35372E-02 0.50973E-02-0.36452E-02 0.61778E-02-0.37496E-02 0.63276E-02-0.40149E-02 0.60013E-02-0.40298E-02 UZ 0.69278E-02

0. 56655E-02 0 .45683E-02 0.39170E-02 0.59644E-02 0734458E-02 0.44883E-02 0.33974E-02 0.31438E-02 0.31900E-02 0.31234E-02 0.34782E-02 0.35974E-02 0.35307E-02 NMAX=17051 NODE 14626 13914 11046 13202 12491 11759 3022 6602 8183 5890 3735 159 5178 4467 42 17051 NODE 14626 13914 13202 12491 11046 11759 3022 6602 8183 159 3735 5890 5178 4467 Sheet 28 of 54 ENERCON 3 SERVICES, INC. Appendix DN-2 to Calculation PGE-009-CALC-003 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, FE(I), 20 Casks, 515 Kips West (W), Hard Rock SORT ON ITEM=U COMPONENT=Y ORDER= 0 KABS= 0 SORT COMPLETED FOR 14 VALUES.PRINT DOF NODAL SOLUTION PER NODE UX UY UZ 0.16666E-01 0.14469E-01-0.34315E-05 0.16039E-01 0.13838E-01-0.18673E-04 0.16037E-01 0.13833E-01 0.20862E-04 0.14012E-01 0.12263E-01 0.40789E-05 0.14010E-01 0.12250E-01-0.19132E-05 0.87344E-02-0.15701E-02 0.36581E-03 0.87310E-02-0.15755E-02-0.36392E-03 0.66937E-02-0.30590E-02 0.26933E-03 0.66930E-02-0.30593E-02-0.26897E-03 0.63030E-02-0.33831E-02 0.78972E-04 0.63033E-02-0.

33831E-02-0.

78826E-04 0.73771E-02-0.40973E-02

0. 13031E-03 0.73773E-02-0.40973E-02-0.13013E-03 0.76785E-02-0.42722E-02-0.67806E-05 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 SORT ON ITEM=U COMPONENT=Y ORDER= 0 KABS= 0 NMAX: SORT COMPLETED FOR 14 VALUES.PRINT DOF NODAL SOLUTION PER NODE UX UY UZ 0.27107E-03-0.29874E-03 0.35288E-02

-0.27085E-03-0.29975E-03 0.35284E-02 0.11385E-03-0.58232E-03 0.37713E-02 54 NMAX=17051 NODE 13202 13914 12491 14626 11759 11046 8183 3022 159 3735 6602 4467 5890 5178 74 NODE 14626 6602 11046 17051 E~ SERVICES, INC. Appendix DN-2 to Calculation PGE-009-CALC-003 0.58305E-03 0.14222E-02

.03-0.14222E-02

.03-0.15700E-02 0.15700E-02

.03-0.16125E-02

.03-0 .16125E-02

.03-0.16402E-02

.03-0.16402E-02

-04 04-0.19612E-02

-0.19612E-02 0.37711E-02 0.29719E-02 0.29718E-02 0.28410E-02 0.28410E-02 0 .22651E-02 0 .22651E-02 0.26244E-02

0. 26244E-02 0,25213E-02 0.25213E-02 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(1), 20 Casks, 206 Kips West (X), Max Up, Hard Rock SORT ON ITEM=U COMPONENT=Y ORDER= 0 KABS= 0 SORT COMPLETED FOR 14 VALUES.PRINT DOF NODAL SOLUTION PER NODE UX 0. 55527E-02 0.53149E-02

0. 53144E-02 0.45390E-02 0.45384E-02 0.30803E-02 0.30800E-02 0.27005E-02 0.27006E-02 0.25711E-02 UY UZ 0.15566E-02 0.19105E-05 0.14344E-02 0.10176E-03 0.14334E-02-0.10138E-03 0.11493E-02 0.20775E-03 0.11469E-02-0.20770E-03 0.14531E-02 0.25409E-03 0.14532E-02-0.25407E-03 0.16478E-02-0.18127E-03 0.16478E-02 0.18129E-03 0.17114E-02-0.21453E-04 0.25711E-02-0.17114E 0 .30031E-02-0

.20613E 0. 30031E-02-0.

20613E 0.31250E-02-0.21484E

.02 02 -02 0.21468E-04 0.29735E-04 0.29713E-04 0.22772E-05 USE LOAD STEP 9 SUBSTEP= SET 9 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 Sheet 29 of 54 3022 13914 5890 13202 5178 11759 3735 12491 4467 8183 159-0. 11363E 0.25855E -0.25849E 0.23895E -0.23892E 0 11971E -0 11971E 0. 19358E 0. 19357E 0 .31759E -0. 31753E 90 NMAX;17051 NODE 13202 13914 12491 14626 11759 11046 8183 159 3022 3735 6602 4467 5890 5178 95 F il ENERCON SERVICES, INC. Appendix DN-2 to Calculation PGE-009-CALC-003 Sheet 30 of 54 SORT ON ITEM=U COMPONENT=Y ORDER= 0 KABS=SORT COMPLETED FOR 14 VALUES.PRINT DOF NODAL SOLUTION PER NODE UX UY 0.85853E-03-0,50733E-02 0.85849E-03-0.50733E-02

-0. 72388E-03-0.

56299E-02 0.72393E-03-0.56299E-02 0 .29435E-03-0.

61940E-02 0 .29436E-03-0.

61940E-02

-0.10019E-02-0.64380E-02 0.10020E-02-0.64381E-02

-0.93981E-03-0.66215E-02 0.93988E-03-0.66215E-02 0.10275E-02-0.68044E-02 0.10276E-02-0.68044E-02 0.23559E-03-0.68595E-02 0.23560E-03-0.68595E-02 Uz 0. 31954E-02 0.31954E-02 0.12086E-02 0.12086E-02 0.35791E-02 0.35791E-02 0.28171E-02 0.28171E-02 0.19603E-02 0.19603E-02 0.24590E-02 0.24590E-02 0.13290E-02 0.13290E-02 SET 10 --USE LOAD STEP 10 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 10 SUBSTEP= TIME/FREQUENCY=

10.000 TITLE= Pad, HE(3), 20 Casks, 171.2 Kips West 1 CUMULATIVE ITERATION= (X), Max Dn, Hard Rock SORT ON ITEM=U COMPONENT=Y ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 14 VALUES.PRINT DOF NODAL SOLUTION PER NODE NODE UX UY UZ 11759 0.31324E-02-0.49924E-02-0.11529E-02 14626 0.31324E-02-0.49924E-02 0.11529E-02 3735 0.15533E-02-0.57097E-02-0.82886E-03 6602 0.15533E-02-0.57097E-02 0.82886E-03 12491 0.37034E-02-0,60852E-02-0.53025E-03 13914 0.37034E-02-0.60852E-02 0.53025E-03 13202 0.38701E-02-0.63638E-02 0.67922E-05 8183 0.25623E-02-0.64697E-02-0.11669E-02 11046 0.25623E-02-0.64697E-02 0.11669E-02 159 0.20330E-02-0.65833E-02-0.10813E-02 3022 0.20330E-02-0.65833E-02 0.10813E-02 4467 0.17653E-02-0.69733E-02-0.32533E-03 5890 0.17653E-02-0.69733E-02 0.32533E-03 0 NMAX=17051 NODE 14626 6602 3735 11759 3022 11046 5890 13914 4467 12491 5178 13202 159 8183 99 17051 ENERCON SERVICES, INC. Appendix DN-2 to Calculation PGE-009-CALC-003 5178 0.18208E-02-0.72913E-02 0.78036E-06 Sheet 31 of 54 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 SORT ON ITEM=U COMPONENT=Y ORDER= 0 KABS= 0 SORT COMPLETED FOR 14 VALUES.PRINT DOF NODAL SOLUTION PER NODE UX 0.43451E-03

-0.43451E-03

-0.21571E-03 0.21571E-03 0.40268E-03

-0.40268E-03 0.37430E-03

-0.37430E-03 0.28597E-03

-0. 28597E-03 0.14707E-03

-0.14707E-03 0.32083E-04

-0. 32083E-04 UY 0.35457E-02 0.35457E-02 0.30388E-02 0.30388E-02 0.22879E-02 0.22879E-02 0.26908E-02 0.26908E-02 0.28465E-02 0.28465E-02 0.28640E-02

0. 28640E-02 0.34801E-02 0.34801E-02 UZ 0.10113E-01

0. 10113E-01 0.10606E-01 0.10606E-01 0.70331E-02 0.70331E-02 0.63400E-02 0.63400E-02 0.57939E-02 0.57939E-02 0.50202E-02 0.50202E-02 0.55898E-02 0.55898E-02 SET 12 USE LOAD STEP 12 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= TIME/FREQUENCY=

12.000 12 SUBSTEP=1 CUMULATIVE ITERATION=

TITLE= Pad, LTSP(2), 20 Casks, 440 Kips N 32.93 W (Z,X), Hard Rock SORT ON ITEM=U COMPONENT=Y ORDER= 0 KABS= 0 NMAX: SORT COMPLETED FOR 14 VALUES.PRINT DOF NODAL SOLUTION PER NODE UX UY UZ 0.74655E-02 0.11385E-01 0.10000E-01 0.52963E-02 0.28351E-02 0.91236E-02 117 NMAX-17051 NODE 14626 6602 3022 11046 13914 5890 13202 5178 12491 4467 11759 3735 8183 159 130 NODE 14626 11046 17051 F ENERCON SERVICES, INC. Appendix DN-2 to Calculation PGE-009-CALC-003 0.66108E-02 0.15523E-02 0.39163E-02 0.16551E-03 0.56828E-02-0.73379E-03 0.36032E-02-0.10915E-02 0.49381E-02-0

.13321E-02 0.37852E-02-0.18550E-02 0.35537E-02-0.30563E-02 0.29569E-02-0.32391E-02 0.31939E-02-0.32654E-02 0.35864E-02-0.33247E-02 0.34173E-02-0.34145E-02 0.30411E-02-0.34247E-02

0. 72545E-02 0.77803E-02

0. 56403E-02 0.61883E-02 0.48642E-02 0.41427E-02 0.53754E-02 0 .43842E-02 0.46020E-02 0.52582E-02 0.49787E-02 0.46973E-02

==SET 13-USE LOAD STEP 13 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 13 SUBSTEP= TIME/FREQUENCY

13.000 TITLE- Pad, LTSP(2), 20 Casks, 440 Kips N 45 1 CUMULATIVE ITERATION=

W (Z,X), Hard Rock SORT ON ITEM=U COMPONENT=Y ORDER= 0 KABS: SORT COMPLETED FOR 14 VALUES.PRINT DOF NODAL SOLUTION PER NODE UX 0.99213E-02 0.93705E-02 0.68159E-02 0.84059E-02 0.72982E-02 0.55619E-02 0.49029E-02 0 .43842E-02 UY 0.13312E-01 0.45863E-02 0.18082E-02 0.16506E-02 0 .40148E-03 0.77833E-03 0.11347E-02

0. 19827E-02 0.43125E-02-0.31183E-02 0 .47235E-02-0

.32652E-02 0.39298E-02-0.32962E-02 0.40347E-02-0.33429E-02 0 .48118E-02-0.35181E-02 0.45763E-02-0.35668E-02 UZ 0.84233E-02 0.64131E-02 0.74145E-02 0.50015E-02 0.42418E-02 0.36418E-02 0.59663E-02 0.45891E-02 0.38410E-02 0.43754E-02 0.37435E-02 0.39340E-02 0.43971E-02 0.42313E-02

=== SET 14--------------

USE LOAD STEP 14 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP TIME/FREQUENCY=

14.000 14 SUBSTEP=1 CUMULATIVE ITERATION=

141 Sheet 32 of 54 13914 3022 13202 6602 12491 11759 5890 3735 8183 5178 4467 159 135 0 NMAX-17051 NODE 14626 13914 11046 13202 12491 11759 3022 6602 8183 5890 3735 159 5178 4467 E ENERCON SERVICES, INC. Appendix DN-2 to Calculation PGE-009-CALC-003 TITLE= Pad, LTSP(2), 20 Casks, 440 Kips N 57.03 W (Z,X), Hard Rock Sheet 33 of 54 SORT ON ITEM=U COMPONENT=Y ORDER= 0 KABS- 0 SORT COMPLETED FOR 14 VALUES.PRINT DOF NODAL SOLUTION PER NODE UX UY 0.11709E-01 0.13734E-01 0.11657E-01 0.74399E-02 0.10915E-01 0,46812E-02 0.96310E-02 0.28662E-02 0.74689E-02 0.88278E-03 0.77869E-02 0.47801E-03 0.55284E-02-0.21242E-02 0.49452E-02-0.25219E-02 0.53505E-02-0.29219E-02 0.48768E-02-0.32338E-02 0.47341E-02-0.33053E-02 0.56500E-02-0.34414E-02 0.55277E-02-0.36777E-02 0.58033E-02-0.36780E-02 UZ 0. 62366E-02

0. 50067E-02 0.40272E-02 0.34583E-02 0.30256E-02 0.53126E-02 0.40975E-02 0.31580E-02 0.29062E-02 0.29787E-02 0.29199E-02 0.32409E-02

0. 32899E-02 0.33508E-02 SET 15 USE LOAD STEP 15 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 15 SUBSTEP= TIME/FREQUENCY=

15.000 TITLE= Pad, LTSP(2), 20 Casks, 440 Kips West 1 CUMULATIVE ITERATION: (X) , Hard Rock SORT ON ITEM=U COMPONENT=Y ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 14 VALUES.PRINT DOF NODAL SOLUTION PER NODE NODE UX UY UZ 13202 0.14234E-01 0.98995E-02 0.94289E-06 13914 0.13716E-01 0.95040E-02 0.11255E-03 12491 0.13715E-01 0.94986E-02-0.11085E-03 14626 0.12021E-01 0.86057E-02 0.26152E-03 11759 0.12019E-01 0.85957E-02-0.26085E-03 11046 0.75962E-02-0.18932E-02 0.42316E-03 8183 0.75930E-02-0.18982E-02-0.42272E-03 3022 0.61231E-02-0.28288E-02 0.27196E-03 159 0.61226E-02-0.28290E-02-0.27185E-03 3735 0.57977E-02-0.30846E-02 0.62826E-04 6602 0.57978E-02-0.30846E-02-0.62749E-04 4467 0.67544E-02-0.37403E-02 0.11280E-03 NMAX 17051 NODE 14626 13914 13202 12491 11759 11046 3022 6602 8183 159 3735 5890 4467 5178 153 17051 ENERCON SERVICES, INC. Appendix DN-2 to Calculation PGE-009-CALC-003 5890 0.67545E 0.37403E-02-0.11269E-03 5178 0.70241E 0.39013E-02-0.62817E-05

-== = = 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, Hard Rock SORT ON ITEM-U COMPONENT=Y ORDER= 0 KABS= 0 SORT COMPLETED FOR 14 VALUES.PRINT DOF NODAL SOLUTION PER NODE UX UY 0.18872E-03 0.16731E-02

-0.18863E-03 0.16727E-02 0.94550E-04 0.14543E-02

-0.94464E-04 0.14542E-02 0.16789E-03-0.94657E-03

-0.16788E-03-0.94661E-03 0.15350E-03-0.11165E-02

-0.15349E-03-0.11165E-02 0.11352E-03-0.11731E-02

-0.11352E-03-0.11731E-02 0.50243E-04-0.11732E-02

-0.50242E-04-0.11732E-02 0.91003E-05-0.14256E-02

-0.90989E-05-0.14256E-02 UZ 0.45534E-02 0 .45534E-02

0. 47766E-02 0.47766E-02 0.31735E-02 0.31734E-02 0.28603E-02 0.28603E-02 0 .26209E-02 0.26209E-02 0,22852E-02 0.22852E-02 0.25471E-02 0.25471E-02

--- -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 SORT ON ITEM:U COMPONENT=Y ORDER= 0 KABS= 0 NMAX: SORT COMPLETED FOR 14 VALUES.PRINT DOF NODAL SOLUTION PER NODE NODE UX UY UZ 13202 0.62262E-02 0.43516E-02 0.10994E-05 Sheet 34 of 54 177 NMAX=17051 NODE 14626 6602 11046 3022 13914 5890 13202 5178 12491 4467 11759 3735 8183 159 202 17051 Sheet 35 of 54 ENERCON SERVICES, INC. Appendix DN-2 to Calculation PGE-009-CALC-003 F,3 13914 12491 14626 11759 11046 8183 3022 159 6602 3735 5890 02 0.42101E-02 0.68834E-04 02 0.42085E-02-0.68377E-04 02 0.39055E-02 0.15066E-03 02 0.39028E-02-0.15052E-03 02-0.73990E-03 0.18635E-03 02-0.74124E-03-0.18624E-03 02-0.11706E-02 0.10885E-03 02-0.11707E-02-0.10883E-03 02-0.12778E-02-0.42183E-04 02-0.12778E-02 0.42202E-04 02-0.15467E-02-0.54679E-04 4467 0.30223E-02-0.15467E-02 0.54708E-04 5178 0.31391E-02-0.16129E-02-0.28808E-05

-- --- 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 SORT ON ITEM=U COMPONENT=Y ORDER= 0 KABS: SORT COMPLETED FOR 14 VALUES.PRINT DOF NODAL SOLUTION PER NODE UX UY 0.16024E-03 0.25386E-02

-0.15990E-03 0.25339E-02 0.87071E-04 0.23424E-02

-0.85705E-04 0.23397E-02 0.12673E-03-0.63955E-03

-0.12696E-03-0.64126E-03

-0.11447E-03-0.85343E-03

0. 11452E-03-0.

85344E-03

-0.78738E-04-0.90759E-03 0.78772E-04-0.90759E-03

-0.24962E-04-0.94112E-03 0.24979E-04-0.94112E-03

-0.96546E-06-0.11443E-02 0.98444E-06-0.11443E-02 uz 0.45834E-02 0.45829E-02 0.47898E-02 0.47899E-02 0.31237E-02 0.31225E-02 0.27327E-02 0.27328E-02 0.25022E-02 0 .25022E-02 0.22010E-02

0. 22011E-02 0.24550E-02 0 24550E-02 SET 19 USE LOAD STEP 19 SUBSTEP 0 FOR LOAD CASE 0 1 CUMULATIVE ITERATION=

252 0 .60143E 0 .60140E 0 53207E 0 .53203E 0 .34235E 0 .34227E 0 27621E 0 .27620E 0 .26105E 0 .26105E 0 .30224E 227 0 NMAX=17051 NODE 14626 6602 11046 3022 13914 5890 5178 13202 4467 12491 3735 11759 159 8183 SET COMMAND GOT LOAD STEP=19 SUBSTEP=

i ENERCON SERVICES, INC. Appendix DN-2 to Calculation PGE-009-CALC-003 TIME/FREQUENCY=

19.000 TITLE= Pad, LTSP(4), 20 Casks, 156 Kips West (X), Max Up, Hard Rock SORT ON ITEM:U COMPONENT=Y ORDER= 0 KABS= 0 SORT COMPLETED FOR 14 VALUES PRINT DOF NODAL SOLUTION PER NODE UX UY 0.67677E-02 0.74629E 0.65405E-02 0.71864E 0.65400E-02 0.71835E 0.58269E-02 0.64564E 0.58262E-02 0.64510E 0.38101E-02 0.23614E 0.38090E-02-0.12716E 0.27673E-02-0.92069E 0.27669E-02-0.92086E 0.25656E-02-0.10508E 0.25657E-02-0.10509E 0.29596E-02-0.

12518E 0.29597E-02-0.12518E 0.30717E-02-0.13014E UZ 0. 16855E-05 0 .43871E-04

-02 0.44795E-04 0.76524E-04

-02 0.77119E-04

.05 0.72071E-04

.05-0.71403E-04

.03 0.48579E-04

.03-0.48483E-04

.02 0.84479E-04

.02-0. 84428E-04

.02 0.70350E-04

.02-0.70282E-04

.02-0.27696E-05 EXIT THE ANSYS POST1 DATABASE PROCESSOR

• • • • • ROUTINE COMPLETED

• • • • • CP =87.516*** NOTE *** CP: 87.516 TIME= 17:12:22 A total of 1 warnings and errors written to dcslabs2.err.

Sheet 36 of 54 NMAX 17051 NODE 13202 13914 12491 14626 11759 11046 8183 3022 159 3735 6602 4467 5890 5178 Sheet 37 of 54 SENERCON SERVICES, INC. Appendix DN-2 to Calculation PGE-009-CALC-003 Below is the ANSYS input file that scans the database for the maximum cask displacements for the very hard rock model. /output,padvhardcaskd.out

/com /file,dcslabh6 resume /header,on,off,off,off,on,off

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

/COM /COM ---- --- SET 1 ----set, 1 nsort, u, y prdi /CON ---- /COM -- --/COM -- ~ -- SET 2 --- set, 2 nsort,u, y prdi /COM /COM --- -- -SET 3 ----set, 3 nsort, u, y prdi /COM ------ -- ---- -- -

~'j ENERCON F 3 SERVICES, INC. Appendix DN-2 to Calculation PGE-009-CALC-003 Sheet 38 of 54/COM set, 4 nsort ,u, y prdi ICON -- -set, 5 nsort ,u, y prdi /COM --set, 6 nsort ,u, y prdi /CON /COM -- -set, 7 nsort, u, y p rd i /COM /COM -----set, 8 nsort, u, y p rd i /COM -/COM --set, 9 nsort ,u, y prdi /COM -- -set, 10 nsort ,u, y prdi / C O M -- --set, 11 nsort, u, y prdi /cOM ----set, 12 nsort ,u, y prdi SET 4 -SET 5-SET 6 ==== ---- ----SET 7 SETS SETS -9 SET 10 SET 11 -- ---SET 12 -= =

ENERCON F 3 SERVICES, INC. Appendix DN-2 to Calculation PGE-009-CALC-003 Sheet 39 of 54/COM ---- -/Com -/COM set, 13 nsort,u, y prdi /Com----/COM = /coM -set, 14 nsort ,u, y prdi /COM --/Com ~/Com ---set, 15 nsort ,u, y prdi /COM /cOM/Com .set, 16 nsort ,u, y prdi /Com------

/Com ----/COM -set, 17 nsort, u, y prdi /com --- /Com -/Com set, 18 nsort,u, y p rd +/- /Com -/Com /COM---set, 19 nsort ,u, y prdi /Com- /COM f in /output /exit SET 13 SET 14-----SET 15-SET 16 --SET 17-SET 18 = ---=--- SET 19-------------------------

iENERCON SERVICES, INC. Appendix DN-2 to Calculation PGE-009-CALC-003 Sheet 40 of 54 Below is the ANSYS output file for the maximum cask displacements for the very hard rock analyses:

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 9056 ELEMENTS CURRENTLY SELECTED.

MAX ELEMENT NUMBER -33177 11550 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 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 JOBNANE = 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 SYSTE ANSYS/Structural U 00150104 VERSION=INTEL NT;M RELEASE 5.7 10:30:17 MAY 21, 2001 CP=Pad, LTSP(4), 20 Casks, 156 Kips West (X), Max Up, Very Hard Rock ***** ANSYS RESULTS INTERPRETATION (POSTl) *****ENTER /SHOW,DEVICE-NAME ENTER FINISH TO ENABLE GRAPHIC DISPLAY TO LEAVE POST1*** NOTE *** CP= 4.376 TIME= 10:30:17 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 4.376 Sheet 41 of 54 SERVICES, INC. Appendix DN-2 to Calculation PGE-009-CALC-003 subsequent solutions will use these values unless action is taken to either SAVE the current values or not overwrite them (/EXIT,NOSAVE).

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

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

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

NASE COMMAND.

NASE COMMAND.

NASE COMMAND.

NASE COMMAND.

NASE COMMAND.

NASE COMMAND.

NASE COMMAND.

NASE COMMAND.FROM 11759 TO 11759 BY 1 NASE FOR LABEL= NODE iENERCON SERVICES, INC. Appendix DN-2 to Calculation PGE-009-CALC-003 Sheet 42 of 54 10 NASE FOR 11 NASE FOR 12 NASE FOR 13 NASE FOR 14 NODES (OF LABEL- NODE NODES (OF LABEL- NODE NODES (OF LABEL= NODE NODES (OF LABEL= NODE NODES (OF 17051 DEFINED) SELECTED BY FROM 12491 TO 12491 BY 1 17051 DEFINED) SELECTED BY FROM 13202 TO 13202 BY 1 17051 DEFINED) SELECTED BY FROM 13914 TO 13914 BY 1 17051 DEFINED) SELECTED BY FROM 14626 TO 14626 BY 1 17051 DEFINED) SELECTED BY NASE COMMAND.

NASE COMMAND.

NASE COMMAND.

NASE COMMAND.

NASE 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, Very Hard Rock SORT ON ITEM=U COMPONENT-Y ORDER= 0 KABS= 0 NMAX= 17051 SORT COMPLETED FOR 14 VALUES. PRINT DOF NODAL SOLUTION PER NODE NODE UX UY UZ 11759 0.26914E-03-0.14995E-02-0.32977E-03 3735 -0.26914E-03-0.1499sE-02-0.32977E-03 14626 0.26914E-03-0.14995E-02 0.32977E-03 6602 -0.26914E-03-0.14995E-02 0.32977E-03 12491 0.32542E-03-0.17711E-02-0.14923E-03 13914 0.32542E-03-0.17711E-02 0.14923E-03 4467 -0.32542E-03-0.17711E-02-0.14923E-03 5890 -0.32542E-03-0.17711E-02 0.14923E-03 8183 0.97119E-04-0.1783sE-02-0.37368E-03 159 -0.97119E-04-0.17835E-02-0.37368E-03 11046 0.97119E-04-0.17835E-02 0.37368E-03 3022 -0.97119E-04-0.17835E-02 0.37368E-03 13202 0.34362E-03-0.18427E-02 0.14098E-06 5178 -0.34362E-03-0.18427E-02 0.14098E-06 SET 2 2 Sheet 43 of 54 F lENERCON F 3 SERVICES, INC. Appendix DN-2 to Calculation PGE-009-CALC-003 USE LOAD STEP 2 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 2 SUBSTEP= 1 CUM[ TIME/FREQUENCY=

2.0000 TITLE= Pad, HE(1), 20 Casks, 515 Kips North (Z), Very JLATIVE ITERATION:

Hard Rock SORT ON ITEM=U COMPONENT=Y ORDER= 0 KABS: SORT COMPLETED FOR 14 VALUES.PRINT DOF NODAL SOLUTION PER NODE UX 0.15991E 0. 15991E 0 .1046 0E 0 .1046 0E 0. 20138E -0 .20138E 0. 23798E -0 .23798E 0. 21592E -0 .21592E UY -03 0.41046E-02

-03 0.41046E-02

.03 0.39005E-02

-03 0.39005E-02 0.10760E-02 0.10760E-02 0.13847E-02 0.13847E-02 0.16367E-02 0.16367E-02 0.16481E-03-0.17420E-02

-0. 16481E-03-0

.17420E-02 0.57095E-04-0.20616E-02

-0.57095E-04-0.20616E-02 UZ 0.73726E-02 0.73726E-02 0.76401E-02 0.76401E-02 0.41609E-02 0.41609E-02 0.35184E-02 0.35184E-02 0.31418E-02 0.31418E-02 0.26260E 0.26260E 0.29232E 0.29232E.02 .02 .02 .02-= 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 SORT ON ITEM=U COMPONENT=Y ORDER= 0 KABS= 0 NMAX SORT COMPLETED FOR 14 VALUES.PRINT DOF NODAL SOLUTION PER NODE UX UY 0.62141E-02 0.12714E-01 0.40544E-02 0.41919E-02 0.52303E-02 0.31999E-02 0.26649E-02 0.12681E-02 0.41532E-02 0.54330E-03 0.24399E-02-0.11152E-03 UZ 0. 75992E-02 0.66896E-02

0. 50974E-02 0.53669E-02 0.34520E-02

0. 40328E-02 17 0 NMAX-17051 NODE 14626 6602 3022 11046 13914 5890 13202 5178 12491 4467 11759 3735 8183 159 32 17051 NODE 14626 11046 13914 3022 13202 6602 F 3 12491 11759 5890 5178 8183 3735 4467 159 Sheet 44 of 54 SET 4 USE LOAD STEP 4 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 4 SUBSTEP= TIME/FREQUENCY=

4.0000 TITLE= Pad, HE(1), 20 Casks, 515 Kips N 45 W 1 CUMULATIVE ITERATION= (Z,X), Very Hard Rock SORT ON ITEM:U COMPONENT=Y ORDER= 0 KABS= 0 SORT COMPLETED FOR 14 VALUES.PRINT DOF NODAL SOLUTION PER NODE UX UY 0.84195E-02 0.14817E-01 0.77063E-02 0.65603E-02 0.52501E-02 0.32221E-02 0.65959E-02 0.32113E-02 0.54683E-02 0.15511E-02 0.38926E-02 0.57587E-04

0. 31944E-02-0

.22565E-04 0.27299E-02-0.91048E-03 0.27289E-02-0.17574E-02 0.25526E-02-0.17583E-02

0. 27199E-02-0.

19563E-02 0.22561E-02-0.19606E-02 0.21898E-02-0.20096E-02 0.25771E-02-0.20941E-02 UZ 0.62298E-02 0.45662E-02 0.52961E-02 0.32634E-02

0. 27051E-02

0. 23724E-02 0.38945E-02 0.28132E-02 0.25054E-02 0.20877E-02 0.24198E-02 0.20361E-02 0.18576E-02 0.22350E-02

--- 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 COMPONENT=Y ORDER= 0 KABS= 0 NMAX=ENERCON SERVICES, INC. Appendix DN-2 to Calculation PGE-009-CALC-003 0.34440E-02-0,26965E-03 0.28443E-02 0.25022E-02-0.92172E-03 0.24075E-02 0.20748E-02-0.16027E-02 0.30911E-02 0.20206E-02-0.18209E-02 0.28997E-02 0,18702E-02-0.18791E-02 0.24529E-02 0.16261E-02-0.19827E-02 0.22180E-02 0.19092E-02-0.20038E-02 0.26542E-02 0.16842E-02-0.20246E-02 0.24397E-02 39 NMAX=17051 NODE 14626 13914 11046 13202 12491 11759 3022 6602 5890 8183 5178 159 3735 4467 46 SORT ON ITEM=U 17051 F ',ENERCON SERVICES, INC. Appendix DN-2 to Calculation PGE-009-CALC-003 SORT COMPLETED FOR 14 VALUES.PRINT DOF NODAL SOLUTION PER NODE UX 0.10053E-01 0.98102E-02 0.89168E-02 0.75931E-02 0.59853E-02 0.55404E-02 0.34412E-02 0.28992E-02 0.32324E-02 0.27520E-02 0.32470E-02 0.26608E-02 0.32908E-02 0.31308E USE LOAD STEP UY 0.15531E-01 0.99017E-02 0.67691E-02

0. 42643E-02

0. 19503E-02 0.16982E-02 0.96303E-03 0.13666E-02 0.16027E-02 0.18744E-02 0.18927E-02 0.20005E-02 0 .20685E-02

0. 21530E-02 6 SUBSTEP UZ 0.42961E-02 0.34898E-02 0 .28128E-02 0 .25079E-02 0.35738E-02 0 .23153E-02 0.24446E-02 0.18646E-02 0.16422E-02 0.15342E-02 0.18662E-02 0.14065E-02 0.18437E-02 0.17154E-02 SET 6 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 6 TIME/FREQUENCY=

6.0000 TITLE= Pad, HE(1), 20 Casks, 515 SUBSTEP=1 CUMULATIVE ITERATION=

Kips West (W), Very Hard Rock SORT ON ITEM=U COMPONENT=Y ORDER= 0 KARS= 0 SORT COMPLETED FOR 14 VALUES.PRINT DOF NODAL SOLUTION PER NODE UX 0.12132E-01 0.11661E-01 0.11661E-01 0.10097E-01 0.10096E-01 0.53510E-02 0.53496E-02 0.35822E-02

0. 35820E-02 0.33198E-02 0.33199E-02 0.38720E-02 0.38720E DY UZ 0.13108E-01-0.15841E-04 0.12406E-01-0.35794E-03 0.12403E-01 0.35881E-03 0.10533E-01-0.63440E-03 0.10528E-01 0.63500E-03 0.46913E-03 0.52366E-04 0.47138E-03-0.51658E-04 0.15483E-02 0.19426E-03 0.15484E-02-0.19420E-03 0.18029E-02-0.13373E-03 0.18029E-02 0-13375E-03 0.21452E-02-0.30111E-04 0.21452E-02 0.30142E-04 5178 0.40089E-02-0.22344E-02-0.14194E-05 Sheet 45 of 54 NODE 14626 13914 13202 12491 11046 11759 3022 6602 8183 159 5890 3735 5178 4467 58 NMAX-17051 NODE 13202 13914 12491 14626 11759 11046 8183 3022 159 3735 6602 4467 5890 F l ENERCON SERVICES, INC. Appendix DN-2 to Calculation PGE-009-CALC-003

-- -- =SET 7 --Sheet 46 of 54 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 SORT ON ITEM=U COMPONENT=Y ORDER= 0 KABS= 0 SORT COMPLETED FOR 14 VALUES.PRINT DOF NODAL SOLUTION PER NODE D 14 6 11 3 13 5 13 5 12 4 3 8 lODE UX UY[626 0.13159E-03 0.16427E-04

602 -0.13123E-03 0.15313E-04 046 0.58808E-04-0.10488E-03

[022 -0.58496E-04-0.10522E-03

[914 0.14272E-03-0.65688E-03 5890 -0.14267E-03-0.65691E-03 3202 0.14564E-03-0.76323E-03 178 -0.14562E-03-0.76323E-03 2491 0.13004E-03-0.86189E-03

[467 -0.13003E-03-0.86189E-03 7159 0.10001E-03-0.88228E-03 3735 -0.10000E-03-0.88228E-03

[183 0.34488E-04-0.10444E-02 159 -0.34484E-04-0.10444E-02 UZ 0.19894E-02 0.19889E-02 0.21111E-02 0.21109E-02 0.15485E-02

0. 15484E-02 0.14554E-02 0.14554E-02

0. 13264E-02 0.13264E-02 0.11071E-02 0,11071E-02 0.12337E-02 0.12337E-02

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(1), 20 Casks, 206 Kips West (X), Max Up, Very Hard Rock SORT ON ITEM=U COMPONENT=Y ORDER= 0 KABS= 0 NMAX=SORT COMPLETED FOR 14 VALUES.PRINT DOF NODAL SOLUTION PER NODE NODE UX UY UZ 13202 0.36986E-02 0.16457E-02-0.27203E-05 13914 0.35333E-02 0.15116E-02-0.28257E-04 12491 0.35333E-02 0.15115E-02 0.28259E-04 14626 0.29664E-02 0.11351E-02-0.50395E-04 11759 0.29664E-02 0.11351E-02 0.50389E-04 80 NMAX-17051 99 17051 F '~*ENERCON SERVICES, INC. Appendix DN-2 to Calculation PGE-009-CALC-003 11046 0.16921E-02-0.69356E-03 0.11848E-03 8183 0.16920E-02-0

.69356E-03-0.11848E-03 159 0.14128E-02-0.83401E-03-0.13201E-03 3022 0.14128E-02-0.83401E-03 0.13201E-03 3735 0.13433E-02-0.90985E-03-0.93192E-04 6602 0.13433E-02-0.90985E-03 0.93192E-04 4467 0.15602E-02-0.10772E-02-0.30276E-04 5890 0.15602E-02-0.10772E-02 0.30276E-04 5178 0.16139E-02-0.11211E-02-0.17641E-06 SET 9 Sheet 47 of 54 USE LOAD STEP 9 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 9 SUBSTEP= 1 CUMULATI TIME/FREQUENCY=

9.0000 TITLE= Pad, HE(3), 20 Casks, 171.2 Kips North (Z), Max Dn, VE ITERATION=

Very Hard Rock SORT ON ITEM-U COMPONENT=Y ORDER= 0 KABS= 0 SORT COMPLETED FOR 14 VALUES.PRINT DOF NODAL SOLUTION PER NODE UX UY 0.49231E-03-0

.25179E-02 0.49234E-03-0.25179E-02 0.45861E-03-0.29162E-02 0.45864E-03-0

.29162E-02 0.18058E-03-0.29973E-02

0. 18058E-03-0

.29973E-02

0. 59076E-03 0.59073E-03 0.57295E-03 0.57296E-03

0. 61680E-03 0.61681E-03 0.16626E-03 0.16626E-03 0.31524E-02 0.31524E-02 0.33257E-02 0.33257E-02 0.33520E-02

0. 33520E-02 0.34608E-02 0.34608E-02 UZ 0.17231E-02 0.17231E-02 0.48693E-03 0.48693E-03

0. 19346E-02 0.19346E-02 0.15009E-02

0. 15009E-02 0.94499E-03 0.94499E-03 0.12596E-02 0.12596E-02 0.53458E-03 0.53458E-03 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, Very Hard Rock COMPONENT=Y ORDER- 0 KABS- 0 NMAX=103 NMAX: 17051 NODE 14626 6602 11759 3735 11046 3022 5890 13914 12491 4467 13202 5178 8183 159 106 SORT ON ITEM=U 17051 F BIENERCON SERVICES, INC. Appendix DN-2 to Calculation PGE-009-CALC-003 SORT COMPLETED FOR 14 VALUES.PRINT DOF NODAL SOLUTION PER NODE NODE UX UY 14626 0.17206E-02-0.24970E 02 0.17205E-02-0.24970E-02 0.77053E-03-0.29370E-02 0.77054E-03-0

.29370E-02 0.20250E-02-0.29708E-02 0.20250E-02-0.29708E-02 0.21095E-02-0.30948E-02 0.13789E-02-0.31823E-02 0.13789E-02-0.31823E-02 0.10322E-02-0.32757E-02 0.10322E-02-0.32757E-02 0.86248E-03-0.35071E-02 UZ 0. 65073E-03

-0.65067E-03

-0.58515E-03 0.58516E-03

-0.30219E-03 0.30220E-03

-0.74582E-06

-0. 70738E-03 0 .70739E-03

-0.69250E-03 0.69250E-03

-0.25369E-03 5890 0.86248E-03-0.35071E-02 0.25369E-03 5178 0.87786E-03-0.36558E-02-0.13663E-05

ý 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), Very Hard Rock SORT ON ITEM=U COMPONENT=Y ORDER= 0 KABS= 0 SORT COMPLETED FOR 14 VALUES.PRINT DOF NODAL SOLUTION PER NODE UX 0.16423E-03

-0.16423E-03

-0.10178E-03 0.10178E-03

0. 19722E-03

-0.19722E-03 0.22466E-03

-0 .22466E-03 0 .20122E-03

-0.20122E-03 0.14957E-03

-0.14957E-03 0.51577E-04

-0.51577E-04 UY UZ 0.30752E-02 0.64451E-02

0. 30752E 0. 28695E 0 .28695E-0. 10322E-0 10322E-0 12978E-0. 12978E-0. 15137E-0. 15137E-0. 15916E-0. 15916E-0. 18828E-0 18828E-02 02 02 02 02 02 02 02 02 02 02 02 02 0.64451E-02 0.66997E-02

0. 66997E-02

0. 37719E-02 0.37719E-02 0.32538E-02 0.32538E-02 0.29206E-02 0.29206E-02 0.24522E-02 0.24522E-02 0.27338E-02 0.27338E-02 Sheet 48 of 54 11759 3735 6602 12491 13914 13202 8183 11046 159 3022 4467 122 NMAX=17051 NODE 14626 6602 3022 11046 13914 5890 13202 5178 12491 4467 11759 3735 8183 159 iENERCON SERVICES, INC. Appendix DN-2 to Calculation PGE-009-CALC-003

--- -------- -= SET 12 Sheet 49 of 54 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 SORT ON ITEM=U COMPONENT=Y ORDER= 0 KABS: SORT COMPLETED FOR 14 VALUES.PRINT DOF NODAL SOLUTION PER NODE UX UY 0.52259E-02 0.93959E-02 0.33754E-02 0.27545E-02 0.43580E-02 0.19011E-02 0.22861E-02 0.70097E-03 0.35270E-02 0.11962E-03 0.21191E-02-0.29022E-03 0.30047E-02-0.43895E-03 0.22403E-02-0.91256E-03 0.18711E-02-0.14887E-02 0.18409E-02-0.16847E-02 0.17262E-02-0.17211E-02 0.15070E-02-0.18077E-02 0.17513E-02-0.18400E-02 159 0.15655E-02-0.18513E

-02 UZ 0.65703E-02

0. 57651E-02

0. 43337E-02 0.46754E-02 0.30555E-02 0.35729E-02 0.25848E-02 0.21920E-02 0.28351E-02

0. 26809E-02 0.22803E-02 0.20689E-02 0 .24633E-02 0.22755E-02 SET 13 USE LOAD STEP 13 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 13 SUBSTEP= TIME/FREQUENCY=

13.000 TITLE= Pad, LTSP(2), 20 Casks, 440 Kips N 45 1 CUMULATIVE ITERATION W (Z,X), Very Hard Rock SORT ON ITEM=U COMPONENT=Y ORDER= 0 KABS= 0 NMAX: SORT COMPLETED FOR 14 VALUES.PRINT DOF NODAL SOLUTION PER NODE NODE UX UY UZ 14626 0.70751E-02 0.10994E-01 0.54197E-02 13914 0.64375E-02 0.44050E-02 0.38834E-02 13202 0.55569E-02 0.20663E-02 0.28228E-02 11046 0.43617E-02 0.19503E-02 0.45639E-02 136 0 NMAX-17051 NODE 14626 11046 13914 3022 13202 6602 12491 11759 5890 5178 8183 3735 4467 142 17051 Fl ENERCON SERVICES, INC. Appendix DN-2 to Calculation PGE-009-CALC-003 0.47036E-02 0.94615E-03 0.34314E-02-0.13091E-03 0.27716E-02-0.29126E-03 0.24177E-02-0.91686E-03 0.23395E-02-0.16160E-02 0.24707E-02-0.16253E-02 0.20905E-02-0.17956E-02 0.24785E-02-0.18044E-02 0.20248E-02-0.18325E-02

0. 23614E-02-0.19204E-02 0.23874E-02 0.20984E-02 0.34159E-02 0.25429E-02 0.19278E-02 0.23092E-02 0.18952E-02 0.22393E-02 0.17321E-02 0.20736E-02 USE LOAD STEP 14 SUBSTEP SET 14 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 14 SUBSTEP= 1 CUMULATIVE TIME/FREQUENCY=

14.000 TITLE= Pad, LTSP(2), 20 Casks, 440 Kips N 57.03 W (Z,X), Very ITERATION=

Hard Rock SORT ON ITEM=U COMPONENT=Y ORDER= 0 KABS= 0 SORT COMPLETED FOR 14 VALUES.PRINT DOF NODAL SOLUTION PER NODE UX UY 0.84149E-02 0.11429E-01 0.81822E-02 0.68306E-02 0.74775E-02 0.45853E-02 0.64564E-02 0.29328E-02 0.48040E-02 0.11344E-02 0.49453E-02 0.94387E-03 0.30237E-02-0.98776E-03 0.26185E-02-0.12766E-02 0.29298E-02-0.14840E-02 0.25392E-02-0.

17200E-02 0.29456E-02-0.17453E-02 0.24537E-02-0.18257E-02 0.29962E-02-0.19041E-02 0.28635E-02-0.19735E-02 UZ 0.38062E-02 0.29998E-02 0.23752E-02 0.21074E-02

0. 19554E-02

0. 31009E-02 0.21940E-02 0.17210E-02 0.14920E-02 0.14212E-02 0.17272E-02

0. 13092E-02 0.17066E-02 0.15894E-02

-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 Sheet 50 of 54 12491 11759 3022 6602 8183 5890 159 5178 3735 4467 149 NMAX 17051 NODE 14626 13914 13202 12491 11759 11046 3022 6602 8183 159 5890 3735 5178 4467 161 Sheet 51 of 54 E SERVICES, INC. Appendix DN-2 to Calculation PGE-009-CALC-003 SORT ON ITEM=U COMPONENT=Y ORDER= 0 KABSS SORT COMPLETED FOR 14 VALUES.PRINT DOF NODAL SOLUTION PER NODE UX 0.10129E-01

0. 97491E-02 UY UZ 0. 92667E-02-0

.10312E-04 0.87823E-02-0.20749E-03 0.97481E-02 0.87782E-02 0.84664E-02 0.75292E-02 0.84650E-02 0.75210E-02 0 .45051E-02-0.

74842E-03 0.45025E-02-0.75229E-03 0.32451E-02-0.14361E-02 0.32447E-02-0.14362E-02 0.30342E-02-0.16545E-02 0.30343E-02-0.16545E-02 0.35208E-02-0.19700E-02 0.35208E-02-0.19700E-02 0.20903E-03 0.34840E-03 0 .34936E-03 0.12668E-03 0.12604E-03 0.19827E-03

0. 19820E-03 0.13025E-03 0.13029E-03 0.32162E-04 0.32215E-04 5178 0.36421E-02-0.20522E-02-0.13675E-05 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 SORT ON ITEM=U COMPONENT=Y ORDER= 0 KABS= 0 NMAX-SORT COMPLETED FOR 14 VALUES.PRINT DOF NODAL SOLUTION PER NODE UX UY 0.69534E-04 0.14295E-02

-0.69534E-04 0.14295E-02

-0.44063E-04 0.13406E-02 0.44063E-04 0.13406E-02 0.80817E-04-0.42450E-03

-0 80817E-04-0.42450E-03

0. 92090E-04-0.53901E-03

-0.92090E-04-0.53901E-03 0.81351E-04-0.62699E-03

-0.81351E-04-0.62699E-03 0.58271E-04-0.65890E-03

-0.58271E-04-0.65890E-03 0.19885E-04-0.77928E-03

-0.19885E-04-0.77928E-03 UZ 0.28905E-02 0.28905E-02

0. 30056E-02

0. 30056E-02

0. 16918E-02 0.16918E-02 0 14568E-02 0.14568E-02 0.13111E-02 0.13111E-02 0.11099E-02 0.11099E-02 0.12397E-02 0.12397E-02 0 NMAX 17051 NODE 13202 13914 12491 14626 11759 11046 8183 3022 159 3735 6602 4467 5890 186 17051 NODE 14626 6602 3022 11046 13914 5890 13202 5178 12491 4467 11759 3735 8183 159 F RI ENERCON SERVICES, INC. Appendix DN-2 to Calculation PGE-009-CALC-003 SET 17 Sheet 52 of 54 USE LOAD STEP 17 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 17 SUBSTEP= TIME/FREQUENCY=

17.000 TITLE= Pad, LTSP(2), 20 Casks, 176 Kips West 3 CUMULATIVE ITERATION= (X), Max Up, Very Hard Rock SORT ON ITEM=U COMPONENT=Y ORDER= 0 KABS: SORT COMPLETED FOR 14 VALUES.PRINT DOF NODAL SOLUTION PER NODE NODE UX UY UZ 13202 0.43869E-02 0.40415E-02-0.39809E-05 13914 0.42340E-02 0.38564E-02-0.72125E-04 12491 0.42339E-02 0.38560E-02 0.72332E-04 14626 0.37165E-02 0.33850E-02-0.11788E-03 11759 0.37164E-02 0.33840E-02 0.11795E-03 11046 0.20204E-02-0.27861E-03 0.58217E-04 8183 0.20200E-02-0.27934E-03-0.58303E-04 3022 0.14551E-02-0.59631E-03 0.80848E-04 159 0.14551E-02-0.59633E-03-0.80845E-04 6602 0. 13554E-02-0.

69202E-03 0 .48826E-04 3735 0.13554E-02-0.69202E-03-0.48822E-04 5890 0.15635E-02-0.82246E-03 0.10884E-04 4467 0.15635E-02-0.82246E-03-0.10878E-04 5178 0. 16159E-02-0

.85650E-03-0.

65767E-06 SET 18 -USE LOAD STEP 18 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 18 SUBSTEP= 3 CUMULATIVE ITERATION=

338 TIME/FREQUENCY=

18.000 TITLE= Pad, LTSP(4), 20 Casks, 156 Kips North (Z), Max Up, Very Hard Rock SORT ON ITEM=U COMPONENT=Y ORDER= 0 KABS= 0 NMAX= 17051 SORT COMPLETED FOR 14 VALUES.PRINT DOF NODAL SOLUTION PER NODE UX UY UZ 0.51835E-04 0.21591E-02 0.30013E-02 0.51742E-04 0.21586E-02 0.30012E-02 0.39450E-04 0.20798E-02 0.31076E-02 257 0 NMAX=17051 NODE 14626 6602 11046 F ENERCON SERVICES, INC. Appendix DN-2 to Calculation PGE-009-CALC-003 3022 -0.39306E-04 0.20796E-02 0.31076E-02 0.25410E-03 0.25435E-03 0.41044E-03

.04-0.41044E-03

.04-0.49248E-03

.04-0.49248E-03

.04-0.53723E-03

-04 04 04 0.53723E-03 0.63607E-03 0.63607E-03 U.17179E-02 0.17177E-02

0. 13944E-02 0.13944E-02 0.12498E-02 0.12498E-02

0. 10696E-02 0.10696E-02

0. 11958E-02 0.11958E-02

--==-=SET 19 USE LOAD STEP 19 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 19 SUBSTEP= TIME/FREQUENCY=

19.000 TITLE= Pad, LTSP(4), 20 Casks, 156 Kips West 3 CUMULATIVE ITERATION=

412 (X), Max Up, Very Hard Rock SORT ON ITEM-U COMPONENT=Y ORDER= 0 KABS= 0 SORT COMPLETED FOR 14 VALUES.PRINT DOF NODAL SOLUTION PER NODE UX 0.49370E-02 0.47659E-02 0.47659E-02

0. 42158E-02 0.42158E-02 0.24034E-02 0.24033E-02

0. 14750E-02 0.14749E-02 0.13278E-02 0.13278E-02 0.15291E-02 0.15291E-02 0.15807E UY UZ 0.65705E-02-0.63988E-05 0.62738E-02-0.16591E-03 0.62737E-02 0.16594E-03 0.54603E-02-0.30501E-03 0.54602E-02 0.30501E-03 0.24169E-03-0.34343E-04 0.24160E-03 0.34346E-04 0.46950E-03 0.37930E-04 0.46950E-03-0.37930E-04 0.57497E-03-0.17641E-04 0.57497E-03 0.17642E-04 0.67422E-03 0.23797E-05 0.67422E-03-0.23788E-05 0.70048E-03-0.50913E-06 EXIT THE ANSYS POST1 DATABASE PROCESSOR

• • • • • ROUTINE COMPLETED

• • • • • CP =Sheet 53 of 54 13914 5890 5178 13202 4467 12491 11759 3735 159 8183 0. 52679E 0. 52659E 0. 68046E 0 .68051E 0 .60100E 0 60103E 0. 42236E 0. 42235S 0. 139272 0. 13928E NMAX=17051 NODE 13202 13914 12491 14626 11759 11046 8183 3022 159 3735 6602 4467 5890 5178 46.517 F l ENERCON SERVICES, INC. Appendix DN-2 to Calculation PGE-009-CALC-003

• • • NOTE *** CP= 46.527 TIME= 10:31:17 A total of 1 warnings and errors written to dcslabh6.err.

Sheet 54 of 54