Total # Last Originator Checker EGS Approved/Accepted

ENG.20080616.0015 Design Calculation or Analysis Cover Sheet SSC 1. QA: QA 2. Page 1 Complete only applicable items. System Canister Receipt and Closure Facility Document Identifier 060-SYC-CROO-00800-000-00B 3. ~ 14. ~ S"I(G. CRCF Seismic Analysis - 2007 Seismic Input Motions 6. Group Civil/Structural/Architectural 7. Document Status Designation D Preliminary 8. bits/ ~o D Superseded D Cancelled D Confirmed [8J Committed Notes/Comments CR 11902 had pointed out several editorial mistakes in Rev. OOA of this calculation. The purpose of this revision is to correct those mistakes and make other editorial changes, where appropriate. Rev. B also incorporates CACN 001 to Calculation 060-SYC-CROO-00800-000-00A. It was found to have no impact on the results. As Rev. B consists only of minor changes and the CACN 001 has demonstrated no impact on the fmal results, results and conclusions of Rev. OOA remain valid. Total Number of Pages 52 Attachments See Calculation Section 5 RECORD OF REVISIONS 9. 10. No. Reason For Revision OOA Initial Issue Editorial changes to resolve CR 11902 and other changes on pages 3-6, 8-14, 51, 55, and B-30. Corrected the calculation number on OOB Attachment Q and the source of the figure on Page Q-I. Incorporated CACN 00 I on Rev. A on Page 61. Updated existing design inputs to their current revisions. Added Ref. 2.2.12 11. 12. Total # Last of Pgs. Pg.# 113 B-30 13. 14. 15. 16. Originator (Print/Sign/Date) Checker (Print/Sign/Date) EGS (Print/Sign/Date) Approved/Accepted (Print/Sign/Date) Gopal Rao 8/21107 T. Eiler 8/21107 M. A. Denlinger 8/21107 R. Rajagopal 8/21/07 '1: rtUllJllatr ~ Surendra Goel 113 B-30 ?-/Lc..e-c.-.:> cL-S /2-1{ 10'6 Jacquelyn Henderson fulq~-J J=]} ·ttbA · ~ Raj Rajagopal ~;U ltrL U:'fluJo' EG-PRO-3DP-G04B-00037.2-r3 CRCF Seismic Analysis – 2007 Seismic Input Ground Motions 060-SYC-CR00-00800-000-00B DISCLAIMER The calculations contained in this document were developed by Bechtel SAIC Company, LLC (BSC) and are intended solely for use by BSC in its work for the Yucca Mountain Project. 2 June 2008 CRCF Seismic Analysis – 2007 Seismic Input Ground Motions 060-SYC-CR00-00800-000-00B CONTENTS Page ACRONYMS AND ABBREVIATIONS ........................................................................................7 1. PURPOSE……………………… ..............................................................................................8 2. REFERENCES ..........................................................................................................................8 2.1 PROCEDURES/DIRECTIVES ........................................................................................8 2.2 DESIGN INPUTS.............................................................................................................8 2.3 DESIGN CONSTRAINTS ...............................................................................................9 2.4 DESIGN OUTPUTS.........................................................................................................9 3. ASSUMPTIONS......................................................................................................................10 3.1 ASSUMPTIONS REQUIRING VERIFICATION.........................................................10 3.2 ASSUMPTIONS NOT REQUIRING VERIFICATION................................................10 4. METHODOLOGY ..................................................................................................................10 4.1 QUALITY ASSURANCE ..............................................................................................10 4.2 USE OF SOFTWARE ....................................................................................................10 4.3 ANALYSIS METHOD...................................................................................................11 5. LIST OF ATTACHMENTS ....................................................................................................11 6. BODY OF CALCULATION...................................................................................................13 6.1 SEISMIC MODELING AND ANALYSIS ...................................................................13 7. RESULTS AND CONCLUSIONS .........................................................................................51 7.1 RESULTS .......................................................................................................................51 7.2 CONCLUSIONS.............................................................................................................61 ATTACHMENT A - Floor Plan and Wall Elevations .............................................................. A-1 ATTACHMENT B - SAP2000 Stick Model Input ....................................................................B-1 ATTACHMENT C SAP2000 Database Files…………………………………………………CD ATTACHMENT D DBGM-2 100 Upper Bound Results………………………………….... CD ATTACHMENT E DBGM-2 100 Median Results………………………………………..... CD ATTACHMENT F DBGM-2 100 Lower Bound Results………………………………........CD ATTACHMENT G DBGM-2 200 Upper Bound Results…………………………………....CD ATTACHMENT H DBGM-2 200 Median Results……………………………………….....CD 3 June 2008 CRCF Seismic Analysis – 2007 Seismic Input Ground Motions 060-SYC-CR00-00800-000-00B ATTACHMENT I DBGM-2 200 Lower Bound Results...……………………………….... CD ATTACHMENT J BDBGM 100 Upper Bound Results………………………………….... CD ATTACHMENT K BDBGM 100 Median Results…...…………………………………..... CD ATTACHMENT L BDBGM 100 Lower Bound Results…………………………………... CD ATTACHMENT M BDBGM 200 Upper Bound Results…………………………………... CD ATTACHMENT N BDBGM 200 Median Results…...…………………………………..... CD ATTACHMENT O BDBGM 200 Lower Bound Results…...……………………………... CD ATTACHMENT P DBGM-2 and BDBGM Base Shears………………………………….. CD ATTACHMENT Q IBC Base Shear Calculation…………………………………………….CD 4 June 2008 CRCF Seismic Analysis – 2007 Seismic Input Ground Motions 060-SYC-CR00-00800-000-00B FIGURES Page Figure 1 Horizontal Response Spectra DBGM-2 100’ Upper Bound..................................27 Figure 2 Horizontal Response Spectra DBGM-2 100’ Median ...........................................28 Figure 3 Horizontal Response Spectra DBGM-2 100’ Lower Bound ................................29 Figure 4 Horizontal Response Spectra DBGM-2 200’ Upper Bound ............................... 30 Figure 5 Horizontal Response Spectra DBGM-2 200’ Median ......................................... 31 Figure 6 Horizontal Response Spectra DBGM-2 200’ Lower Bound ................................ 32 Figure 7 Vertical Response Spectra DBGM-2 100’ Upper Bound .................................. 33 Figure 8 Vertical Response Spectra DBGM-2 100’ Median ..............................................34 Figure 9 Vertical Response Spectra DBGM-2 100’ Lower Bound......................................35 Figure 10 Vertical Response Spectra DBGM-2 200’ Upper Bound .................................... 36 Figure 11 Vertical Response Spectra DBGM-2 200’ Median .............................................37 Figure 12 Vertical Response Spectra DBGM-2 200’ Lower Bound .................................... 38 Figure 13 Horizontal Response Spectra BDBGM 100’ Upper Bound ................................ 39 Figure 14 Horizontal Response Spectra BDBGM 100’ Median .......................................... 40 Figure 15 Horizontal Response Spectra BDBGM 100’ Lower Bound ................................ 41 Figure 16 Horizontal Response Spectra BDBGM 200’ Upper Bound ................................ 42 Figure 17 Horizontal Response Spectra BDBGM 200’ Median .......................................... 43 Figure 18 Horizontal Response Spectra BDBGM 200’ Lower Bound ................................ 44 Figure 19 Vertical Response Spectra BDBGM 100’ Upper Bound ..................................... 45 Figure 20 Vertical Response Spectra BDBGM 100’ Median .............................................. 46 Figure 21 Vertical Response Spectra BDBGM 100’ Lower Bound .................................... 47 Figure 22 Vertical Response Spectra BDBGM 200’ Upper Bound ..................................... 48 Figure 23 Vertical Response Spectra BDBGM 200’ Median …………………………….. 49 Figure 24 Vertical Response Spectra BDBGM 200’ Lower Bound .................................... 50 Figure 25 DBGM-2 Accelerations HX, HY (Upper Bound 100’Alluvium)..........................53 Figure 26 DBGM-2 Deflections (Upper Bound 100’Alluvium).......................................... 56 Figure 27 Story Shear for DBGM-2 100’ Upper Bound Alluvium East-West and NorthSouth. .................................................................................................................... 59 5 June 2008 CRCF Seismic Analysis – 2007 Seismic Input Ground Motions 060-SYC-CR00-00800-000-00B TABLES Page Table 1 Modal Analysis Results for DBGM-2 100’ Upper Bound Condition ...................15 Table 2 Modal Analysis Results for DBGM-2 100’ Median Condition.............................16 Table 3 Modal Analysis Results for DBGM-2 100’ Lower Bound Condition...................17 Table 4 Modal Analysis Results for DBGM-2 200’ Upper Bound Condition ...................18 Table 5 Modal Analysis Results for DBGM-2 200’ Median Condition.............................19 Table 6 Modal Analysis Results for DBGM-2 200’ Lower Bound Condition...................20 Table 7 Modal Analysis Results for BDBGM 100’ Upper Bound Condition ....................21 Table 8 Modal Analysis Results for BDBGM 100’ Median Condition .............................22 Table 9 Modal Analysis Results for BDBGM 100’ Lower Bound Condition ...................23 Table 10 Modal Analysis Results for BDBGM 200’ Upper Bound Condition ....................24 Table 11 Modal Analysis Results for BDBGM 200’ Median Condition .............................25 Table 12 Modal Analysis Results for BDBGM 200’ Lower Bound Condition ...................26 Table 13 Diaphragm Accelerations for DBGM-2 100’ Upper Bound Condition.................52 Table 14 Diaphragm Accelerations for DBGM-2 SRSS Combination ................................54 Table 15 Diaphragm Accelerations for BDBGM SRSS Combination .................................54 Table 16 Story Drifts for DBGM-2 100’ Alluvium Upper Bound ......................................55 Table 17 Story Drifts for BDBGM 100’ Alluvium Upper Bound .......................................57 Table 18 Story Shears for DBGM-2 for 100’and 200’ Alluvium.........................................58 Table 19 Story Shears for BDBGM Seismic Event..............................................................60 6 June 2008 CRCF Seismic Analysis – 2007 Seismic Input Ground Motions 060-SYC-CR00-00800-000-00B ACRONYMS AND ABBREVIATIONS 3D Three-Dimensional BDBGM Beyond Design Basis Ground Motion c.g. center of gravity CRCF Canister Receipt and Closure Facility DBGM-2 Design Basis Ground Motion 2 DL Dead Load FE Finite Element FEM Finite Element Model IBC International Building Code ITS Important To Safety LL Live Load SRSS Square Root of Sum of Squares SSCs Structures, Systems, and Components SSI Soil–Structure Interaction YMP Yucca Mountain Project 7 June 2008 CRCF Seismic Analysis – 2007 Seismic Input Ground Motions 060-SYC-CR00-00800-000-00B 1. PURPOSE The purpose of this calculation is to perform response spectra analyses of the Canister Receipt and Closure Facility (CRCF). The analyses were performed using the 2007 revised soil properties and free field ground input spectra along with the SAP2000 stick model that was developed in calculation 060-SYC-CR00-00400-000-00A (Ref. 2.2.8). The basis of design of the CRCF is defined in 000-3DR-MGR0-00300-000-002, Basis of Design for the TAD Canister– Based Repository Design Concept (Ref.2.2.5). Results from the response spectra analyses will yield shear wall seismic demand forces and In-structure accelerations. These results will be compared to the CRCF seismic analysis based on the 2004 soil and input spectra to validate the existing CRCF design calculations for the revised seismic analysis. This comparison will be the subject of a subsequent calculation. 2. REFERENCES 2.1 PROCEDURES/DIRECTIVES 2.1.1 EG-PRO-3DP-G04B-00037, Rev.012, Calculations and Analyses. Las Vegas, Nevada: Bechtel SAIC Company. ACC: ENG.20080519.0005. 2.1.2 IT-PRO-0011 Rev.009, Software Management. Las Vegas, Nevada: Bechtel SAIC Company. ACC: DOC.20080416.0010 2.1.3 Not Used. 2.1.4 IT-PRO-0012 Rev.006, Qualification of Software. Las Vegas, Nevada: Bechtel SAIC Company. ACC: DOC.20080416.0011 2.2 DESIGN INPUTS 2.2.1 ASCE 4-98. 2000. Seismic Analysis of Safety-Related Nuclear Structures and Commentary. Reston, Virginia: American Society of Civil Engineers. TIC: 253158. [ISBN # 0-7844-0433-X]. 2.2.2 BSC (Bechtel SAIC Company) 2007. Project Design Criteria Document. 000-3DRMGR0-00100-000 REV 007. Las Vegas, Nevada: Bechtel SAIC Company. ACC: ENG.20071016.0005. 2.2.3 SAP2000 V. 9.1.4. 2005. WINDOWS 2000. STN: 11198-9.1.4-00. [DIRS 178238]. 8 June 2008 CRCF Seismic Analysis – 2007 Seismic Input Ground Motions 060-SYC-CR00-00800-000-00B 2.2.4 BSC (Bechtel SAIC Company) 2007. Seismic Analysis and Design Approach Document. 000-30R-MGR0-02000-000-001. Las Vegas, Nevada: Bechtel SAIC Company. ACC: ENG.20071220.0029 2.2.5 BSC (Bechtel SAIC Company) 2008. Basis of Design for the TAD Canister–Based Repository Design Concept. 000-3DR-MGR0-00300-000-002. Las Vegas, Nevada: Bechtel SAIC Company. ACC: ENG. 20080229.0007. 2.2.6 BSC (Bechtel SAIC Company) 2006. Canister Receipt and Closure Facility (CRCF) Mass Properties. 060-SYC-CR00-00200-000-00A. Las Vegas, Nevada: Bechtel SAIC Company. ACC: ENG. 20061120.0019 2.2.7 BSC (Bechtel SAIC Company) 2008. CRCF Soil Springs – 2007 Strain Compatible Soil Properties. 060-SYC-CR00-00700-000-00C. Las Vegas, Nevada: Bechtel SAIC Company. ACC: ENG. 20080229.0002. 2.2.8 BSC (Bechtel SAIC Company) 2006. Canister Receipt and Closure Facility (CRCF) Seismic Analysis. 060-SYC-CR00-00400-000-00A. Las Vegas, Nevada: Bechtel SAIC Company. ACC: ENG. 20061220.0029. 2.2.9 MO0706DSDR5E4A.001. Seismic Design Spectra for the Surface Facilities Area at 5E-4 APE for Multiple Dampings. Submittal date: 6/14/2007. [DIRS 181422] 2.2.10 MO0706DSDR1E4A.001. Seismic Design Spectra for the Surface Facilities Area at 1E-4 APE for Multiple Dampings. Submittal date: 6/14/2007. [DIRS 181421] 2.2.11 ICC (International Code Council) 2003. International Building Code 2000 with Errata to the 2000 International Building Code. Falls Church, Virginia: International Code Council. TIC: 251054; 257198. [ISBN # 1-892395-25-8] 2.2.12 DOE (U.S. Department of Energy) 2005. Software Validation Report for SAP2000 Version 9.1.4. Document ID: 11198-SVR-9.1.4-00-Win2000. Las Vegas, Nevada: U.S. Department of Energy, Office of Repository Development. ACC: MOL.20051012.0425 [DIRS 176790]. 2.3 DESIGN CONSTRAINTS None 2.4 DESIGN OUTPUTS Results from this calculation will be used in a calculation comparing the results of this calculation to the results of the CRCF seismic calculation made using the 2004 soil properties and ground input spectra. 9 June 2008 CRCF Seismic Analysis – 2007 Seismic Input Ground Motions 060-SYC-CR00-00800-000-00B 3. ASSUMPTIONS 3.1 ASSUMPTIONS REQUIRING VERIFICATION None 3.2 ASSUMPTIONS NOT REQUIRING VERIFICATION None 4. METHODOLOGY 4.1 QUALITY ASSURANCE This calculation was prepared in accordance with EG-PRO-3DP-G04B-00037, Calculations and Analyses (Ref. 2.1.1). Section 4.1.2 of the Basis of Design for the TAD Canister–Based Repository Design Concept (Ref. 2.2.5) classifies the CRCF structure as important to safety (ITS). Therefore, the approved record version of this calculation is designated as “QA: QA.” 4.2 USE OF SOFTWARE Excel 2000 and Word 2000, which are part of the Microsoft Office 2000 suite of programs, were used in this calculation. Microsoft Office 2000 as used in this calculation is classified as Level 2 software usage, as defined in IT-PRO-0011 (Ref. 2.1.2). Microsoft Office 2000 is listed on the Globally Registered Controlled Software for Level 2 Usage report. SAP2000 version 9.1.4 (Ref. 2.2.3), as used in this calculation, is classified as Level 1 software usage, as defined in IT-PRO-0011, Software Management (Ref. 2.1.2). This software is a commercially available computer program qualified in accordance with IT-PRO-0012, Qualification of Software (Ref. 2.1.4) to perform static and dynamic analyses of structural systems. This software is listed in the Qualified and Controlled Software Report with Software Tracking Number 11198-9.1.4-00. The Software Validation Report for SAP2000 is given in Document ID 11198-SVR-9.1.4-00-Win2000 (Ref. 2.2.12). The software was executed on a PC system running Microsoft Windows 2000 operating system. Excel 2000 was used to extract the SAP2000 stick model input and output data for use in this calculation. The results were verified by visual inspection and comparisons of SAP2000 output files. The inputs are included in Attachments B and C. The outputs are included in Attachments D through O. 10 June 2008 CRCF Seismic Analysis – 2007 Seismic Input Ground Motions 4.3 060-SYC-CR00-00800-000-00B ANALYSIS METHOD The analysis method consists of the following steps: Copy the SAP2000 stick model from Calculation 060-SYC-CR00-00400-000-00A, Canister Receipt and Closure Facility (CRCF) Seismic Analysis (Ref. 2.2.8). Attachment A includes floor plans and wall elevations that show the location of the stick model elements. Lumped masses that are used in the SAP2000 stick model were computed in Calculation 060-SYC-CR00-00200-000-00A, Canister Receipt and Closure Facility (CRCF) Mass Properties (Ref. 2.2.6). Change the boundary conditions of the basemat in the SAP2000 stick model to include the frequency independent soil springs that were computed in Calculation 060-SYC-CR00-00700-000-00C (Ref. 2.2.7). Perform modal analyses for 100’ and 200’ alluvium depths for lower bound, upper bound, and median soil conditions. Develop hybrid response spectra to reflect the following: DBGM-2: 20% damping for SSI modes and 7% damping for all other modes. BDBGM: 20% damping for SSI modes and 10% damping for all other modes. • Perform response spectra analyses for the following cases: - DBGM-2: Lower Bound Soil Conditions for 100’ and 200’ alluvium - DBGM-2: Median Soil Conditions for 100’ and 200’ alluvium -DBGM-2: Upper Bound Soil Conditions for 100’ and 200’ alluvium - BDBGM: Lower Bound Soil Conditions for 100’ and 200’ alluvium - BDBGM: Median Soil Conditions for 100’ and 200’ alluvium - BDBGM: Upper Bound Soil Conditions for 100’ and 200’ alluvium The seismic design basis (DBGM-2 and BDBGM) in terms of annual probability of exceedance for ITS structures, systems and components (SSCs) are specified in Table 5-1 of Seismic Analysis and Design Approach Document (Ref. 2.2.4) 5. LIST OF ATTACHMENTS Number of Pages Attachment A Floor Plan and Wall Elevations 11 22 June 2008 CRCF Seismic Analysis – 2007 Seismic Input Ground Motions 060-SYC-CR00-00800-000-00B Attachment B SAP2000 Stick Model Input 30 Attachment C SAP2000 Database Files CD Attachment D DBGM-2 100 Upper Bound Results: Contains results of DBGM-2 Upper Bound 100’ Alluvium Modal Analysis and Response Spectrum Analysis DBGM-2 100 Median Results: Contains results of DBGM-2 Median 100’ Alluvium Modal Analysis and Response Spectrum Analysis DBGM-2 100 Lower Bound Results: Contains results of DBGM-2 Lower Bound 100’ Alluvium Modal Analysis and Response Spectrum Analysis DBGM-2 200 Upper Bound Results: Contains results of DBGM-2 Upper Bound 200’ Alluvium Modal Analysis and Response Spectrum Analysis DBGM-2 200 Median Results: Contains results of DBGM-2 Median 200’ Alluvium Modal Analysis and Response Spectrum Analysis DBGM-2 200 Lower Bound Results: Contains results of DBGM-2 Lower Bound 200’ Alluvium Modal Analysis and Response Spectrum Analysis BDBGM 100 Upper Bound Results: Contains results of BDBGM Upper Bound 100’ Alluvium Modal Analysis and Response Spectrum Analysis BDBGM 100 Median Results: Contains results of BDBGM Median 100’ Alluvium Modal Analysis and Response Spectrum Analysis BDBGM 100 Lower Bound Results: Contains results of BDBGM Lower Bound 100’ Alluvium Modal Analysis and Response Spectrum Analysis BDBGM 200 Upper Bound Results: Contains results of BDBGM Upper Bound 200’ Alluvium Modal Analysis and Response Spectrum Analysis BDBGM 200 Median Results: Contains results of BDBGM Median 200’ Alluvium Modal Analysis and Response Spectrum Analysis BDBGM 200 Lower Bound Results: Contains results of BDBGM Lower Bound 200’ Alluvium Modal Analysis and Response Spectrum Analysis DBGM-2 and BDBGM Base Shears: Contains Base Shear Calculation for DBGM-2 and BDBGM Input Ground Motions IBC Base Shear Calculation CD Attachment E Attachment F Attachment G Attachment H Attachment I Attachment J Attachment K Attachment L Attachment M Attachment N Attachment O Attachment P Attachment Q 12 CD CD CD CD CD CD CD CD CD CD CD CD CD June 2008 CRCF Seismic Analysis – 2007 Seismic Input Ground Motions 060-SYC-CR00-00800-000-00B 6. BODY OF CALCULATION 6.1 SEISMIC MODELING AND ANALYSIS The SAP2000 stick model, generated in Calculation 060-SYC-CR00-00400-000-00A (Ref. 2.2.8), was utilized for this analysis. The mass of each floor was lumped at a dedicated node that was located at the coordinates of the center of mass of the floor. The lumped mass at each floor level and the corresponding center of mass were taken from Calculation 060-SYC-CR00-00200000-00A, Canister Receipt and Closure Facility (CRCF) Mass Properties (Ref. 2.2.6). Rigid body constraints were used to constrain all nodes located on a diaphragm/slab. Attachment A shows the wall elevations with the SAP2000 beam elements and joints labeled for the CRCF. Soil-structure interaction is considered using frequency independent soil springs with six degrees of freedom. The springs were placed at the center of mass (node 98 of the SAP2000 stick model) of the basemat. The spring properties calculated for 5x10-4 and 1x10-4 annual probability of exceedance seismic events were used to analyze DBGM-2 and BDBGM ground motions. Six sets of springs were calculated to define lower bound, median, and upper bound stiffness values for 100’ and 200’ depths of alluvium for each seismic event. These bounding calculations were computed in Calculation 060-SYC-CR00-00700-000-00C, CRCF Soil Springs – 2007 Strain Compatible Soil Properties (Ref 2.2.7). In this section the SAP2000 stick model will be utilized to perform the following analyses: • Modal analysis utilizing the upper bound, median, and lower bound soil cases for 100’ and 200’ alluvium depths for the Design Basis Ground Motion (DBGM-2) case. • Modal analysis utilizing the upper bound, median, and lower bound soil cases for 100’ and 200’ alluvium depths for the Beyond Design Basis Ground Motion (BDBGM) case. • Response spectra analyses for the DBGM-2 cases utilizing results from the DBGM-2 modal analysis. Analyses will utilize the 10 percent method (Ref. 2.2.1, Section 3.2.7.1.1.c) for combining modal responses and the square root of the sum of the squares (SRSS) method for combining the North/South (referred to as HY), East/West (referred to as HX), and vertical (referred to as VZ) spectral cases. • Response spectra analyses for the BDBGM cases utilizing results from the BDBGM modal analysis. Analyses will utilize the 10 percent method (Ref. 2.2.1, Section 3.2.7.1.1.c) for combining modal responses and the square root of the sum of the squares (SRSS) method for combining the North/South (referred to as HY), East/West (referred to as HX), and vertical (referred to as VZ) spectral cases. • 1*g vertical case to determine the 1.0*DL + 0.25*LL case. From the modal analysis results for the various soil spring cases described above, it is observed that the first three modes are SSI dominated modes with 95% or more of the mass participating in each of these modes. Refer to the modal analysis results summarized in Tables 1 through 12. Based on these results, damping values of 20% will be utilized for the first three 13 June 2008 CRCF Seismic Analysis – 2007 Seismic Input Ground Motions 060-SYC-CR00-00800-000-00B modes (SSI modes) and 7% damping will be used for the remaining modes in the response spectra analyses for DBGM-2. For the BDBGM response spectra analyses, damping values of 20% will be utilized for first three modes and 10% damping will be used for the remaining modes. A discussion on the use of 20% damping for the SSI modes is contained in Ref. 2.2.8. SAP2000 only allows the input of a single damped response spectrum curve for a given response spectrum analysis case. To consider the effect of different damping values specific to each mode, a ‘hybrid’ spectrum is required for input into SAP2000. This ‘hybrid’ spectrum is developed by combining the 20% and 7% damped spectra as defined in Ref. 2.2.9 for DBGM-2 analyses. Likewise the 20% and 10% damped spectra as defined in Ref. 2.2.10 is used in developing the ‘hybrid’ spectrum for the BDBGM analysis. The ‘hybrid’ spectrum consists of the 20% spectral acceleration up to the frequency of the third mode and the 7% or 10% spectral acceleration at frequencies above the third mode. Since the third mode frequency varies for each of the soil conditions, a series of ‘hybrid’ spectra are developed for the various soil conditions. The hybrid spectra are shown in Figures 1 through 24. The 20%, 10%, and 7% ground input spectra were taken from references 2.2.9 and 2.2.10. 14 June 2008 CRCF Seismic Analysis – 2007 Seismic Input Ground Motions 060-SYC-CR00-00800-000-00B Table 1- MODAL ANALYSIS RESULTS FOR DBGM-2 100' UPPER BOUND CONDITION TABLE: Modal Periods And Frequencies OutputCase StepType StepNum Period Frequency CircFreq Eigenvalue Text Text Unitless Sec Cyc/sec rad/sec rad2/sec2 MODAL Mode 1 0.153523 6.5137 40.927 1675 MODAL Mode 2 0.151712 6.5914 41.415 1715.2 MODAL Mode 3 0.121003 8.2643 51.926 2696.3 MODAL Mode 4 0.06373 15.691 98.591 9720.2 MODAL Mode 5 0.0598 16.722 105.07 11040 MODAL Mode 6 0.045479 21.988 138.16 19087 MODAL Mode 7 0.039508 25.312 159.04 25293 MODAL Mode 8 0.033988 29.422 184.86 34175 MODAL Mode 9 0.028774 34.753 218.36 47682 MODAL Mode 10 0.026831 37.27 234.18 54839 MODAL Mode 11 0.025981 38.49 241.84 58486 MODAL Mode 12 0.019582 51.069 320.87 102960 TABLE: Modal Participating Mass Ratios UX UY OutputCase StepNum Period Text Unitless Sec Unitless Unitless MODAL 1 0.153523 0.94547 0.00023 MODAL 2 0.151712 0.00024 0.94147 MODAL 3 0.121003 0.000028 0.000016 MODAL 4 0.06373 0.04633 0.000016 MODAL 5 0.0598 0.000007 0.05356 MODAL 6 0.045479 0.00606 0.000008 MODAL 7 0.039508 0.000009 0.00444 MODAL 8 0.033988 0.00184 0.000002 MODAL 9 0.028774 5.76E-08 0.00026 MODAL 10 0.026831 0.000018 3.12E-09 MODAL 11 0.025981 0.000003 2.6E-08 MODAL 12 0.019582 6.19E-08 5.69E-09 UZ SumUX SumUY SumUZ Unitless Unitless Unitless Unitless 0.00002 0.94547 0.00023 0.000020 0.00001 0.9457 0.9417 0.000034 0.99783 0.94573 0.94172 0.99786 0.000014 0.99206 0.94173 0.99788 0.000005 0.99207 0.99529 0.99788 0.000001 0.99813 0.9953 0.99788 6.869E-09 0.99814 0.99974 0.99788 2.211E-08 0.99998 0.99974 0.99788 9.938E-08 0.99998 1 0.99788 0.0000124 1 1 0.9979 0.00183 1 1 0.99973 7.417E-08 1 1 0.99973 Source: Attachment D 15 June 2008 CRCF Seismic Analysis – 2007 Seismic Input Ground Motions 060-SYC-CR00-00800-000-00B Table 2- MODAL ANALYSIS RESULTS FOR DBGM-2 100' MEDIAN CONDITION TABLE: Modal Periods And Frequencies OutputCase StepType StepNum Period Frequency CircFreq Eigenvalue Text Text Unitless Sec Cyc/sec rad/sec rad2/sec2 MODAL Mode 1 0.195975 5.1027 32.061 1027.9 MODAL Mode 2 0.193425 5.17 32.484 1055.2 MODAL Mode 3 0.161881 6.1774 38.814 1506.5 MODAL Mode 4 0.069047 14.483 90.998 8280.7 MODAL Mode 5 0.06703 14.919 93.737 8786.7 MODAL Mode 6 0.046094 21.695 136.31 18581 MODAL Mode 7 0.040137 24.915 156.54 24506 MODAL Mode 8 0.034265 29.184 183.37 33625 MODAL Mode 9 0.028873 34.635 217.62 47357 MODAL Mode 10 0.026837 37.262 234.12 54813 MODAL Mode 11 0.026425 37.843 237.78 56538 MODAL Mode 12 0.021045 47.518 298.56 89139 TABLE: Modal Participating Mass Ratios UX OutputCase StepNum Period Text Unitless Sec Unitless MODAL 1 0.195975 0.97868 MODAL 2 0.193425 0.000068 MODAL 3 0.161881 0.000022 MODAL 4 0.069047 0.01926 MODAL 5 0.06703 0.000034 MODAL 6 0.046094 0.00147 MODAL 7 0.040137 0.0000041 MODAL 8 0.034265 0.00046 MODAL 9 0.028873 2.89E-08 MODAL 10 0.026837 0.000004 MODAL 11 0.026425 0.000003 MODAL 12 0.021045 4.326E-08 UY Unitless 0.000066 0.9744 0.000023 0.000053 0.02427 0.000003 0.00112 8.94E-07 0.000071 3.08E-09 1.74E-08 1.68E-09 UZ SumUX SumUY SumUZ Unitless Unitless Unitless Unitless 0.000019 0.97868 0.00007 0.00002 0.000021 0.97874 0.97447 0.00004 0.99931 0.97877 0.97449 0.99935 0.0000074 0.99802 0.97454 0.99936 0.0000049 0.99806 0.99881 0.99936 2.138E-07 0.99953 0.99881 0.99936 2.397E-09 0.99953 0.99993 0.99936 1.012E-07 0.99999 0.99993 0.99936 6.415E-08 0.99999 1 0.99936 0.0000100 1 1 0.99937 0.00053 1 1 0.99991 4.295E-08 1 1 0.99991 Source: Attachment E 16 June 2008 CRCF Seismic Analysis – 2007 Seismic Input Ground Motions 060-SYC-CR00-00800-000-00B Table 3 - MODAL ANALYSIS RESULTS FOR DBGM-2 100' LOWER BOUND CONDITION TABLE: Modal Periods And Frequencies OutputCase StepType StepNum Period Frequency CircFreq Eigenvalue Text Unitless Sec Cyc/sec rad/sec rad2/sec2 Text MODAL Mode 1 0.258812 3.8638 24.277 589.37 MODAL Mode 2 0.25519 3.9187 24.622 606.22 MODAL Mode 3 0.219373 4.5584 28.642 820.34 MODAL Mode 4 0.076571 13.06 82.057 6733.4 MODAL Mode 5 0.075763 13.199 82.932 6877.7 MODAL Mode 6 0.046487 21.512 135.16 18269 MODAL Mode 7 0.040838 24.487 153.86 23671 MODAL Mode 8 0.034485 28.998 182.2 33197 MODAL Mode 9 0.029071 34.398 216.13 46712 MODAL Mode 10 0.026967 37.083 233 54288 MODAL Mode 11 0.026829 37.273 234.19 54845 MODAL Mode 12 0.023357 42.814 269.01 72364 TABLE: Modal Participating Mass Ratios OutputCase StepNum Period UX UY UZ Unitless Sec Unitless Unitless Unitless Text MODAL 1 0.258812 0.99145 0.00002 0.000017 MODAL 2 0.25519 0.00002 0.98824 0.000027 MODAL 3 0.219373 0.00002 0.00003 0.99976 MODAL 4 0.076571 0.00025 0.01105 0.000002 MODAL 5 0.075763 0.00778 0.00034 0.000007 MODAL 6 0.046487 0.00036 0.000001 1.11E-07 MODAL 7 0.040838 0.00000 0.0003 7.45E-10 MODAL 8 0.034485 0.00011 6.11E-07 1.57E-07 MODAL 9 0.029071 2.63E-08 0.000022 4.12E-08 MODAL 10 0.026967 0.000001 1.07E-08 0.00014 MODAL 11 0.026829 0.000002 5.21E-10 0.000007 MODAL 12 0.023357 4.87E-08 2.21E-10 3.83E-08 SumUX SumUY SumUZ Unitless Unitless Unitless 0.99145 0.00002 0.00002 0.99147 0.98826 0.00004 0.99149 0.98829 0.99981 0.99175 0.99934 0.99981 0.99952 0.99968 0.99981 0.99988 0.99968 0.99981 0.99988 0.99998 0.99981 1 0.99998 0.99981 1 1 0.99981 1 1 0.99996 1 1 0.99996 1 1 0.99996 Source: Attachment F 17 June 2008 CRCF Seismic Analysis – 2007 Seismic Input Ground Motions 060-SYC-CR00-00800-000-00B Table 4 - MODAL ANALYSIS RESULTS FOR DBGM-2 200' UPPER BOUND CONDITION TABLE: Modal Periods And Frequencies OutputCase StepType StepNum Period Frequency CircFreq Eigenvalue Text Text Unitless Sec Cyc/sec rad/sec rad2/sec2 MODAL Mode 1 0.158105 6.3249 39.741 1579.3 MODAL Mode 2 0.156219 6.4013 40.22 1617.7 MODAL Mode 3 0.125231 7.9852 50.173 2517.3 MODAL Mode 4 0.064386 15.531 97.587 9523.1 MODAL Mode 5 0.060661 16.485 103.58 10729 MODAL Mode 6 0.045581 21.939 137.85 19002 MODAL Mode 7 0.039602 25.251 158.66 25172 MODAL Mode 8 0.034031 29.385 184.63 34088 MODAL Mode 9 0.028786 34.739 218.27 47643 MODAL Mode 10 0.026832 37.269 234.17 54836 MODAL Mode 11 0.026036 38.409 241.33 58241 MODAL Mode 12 0.019747 50.641 318.19 101240 TABLE: Modal Participating Mass Ratios UX OutputCase StepNum Period Text Unitless Sec Unitless MODAL 1 0.158105 0.95169 MODAL 2 0.156219 0.0002 MODAL 3 0.125231 0.00003 MODAL 4 0.064386 0.04148 MODAL 5 0.060661 0.00001 MODAL 6 0.045581 0.00503 MODAL 7 0.039602 0.00001 MODAL 8 0.034031 0.00153 MODAL 9 0.028786 5.18E-08 MODAL 10 0.026832 0.00002 MODAL 11 0.026036 0.00000 MODAL 12 0.019747 5.78E-08 UY Unitless 0.0002 0.9475 0.00002 0.00002 0.04835 0.00001 0.00369 0.00000 0.00021 3.04E-09 2.49E-08 4.67E-09 UZ SumUX SumUY SumUZ Unitless Unitless Unitless Unitless 0.00002 0.95169 0.0002 0.00002 0.00001 0.95189 0.9477 0.00003 0.99811 0.95191 0.94772 0.99815 0.00001 0.9934 0.94774 0.99816 0.00001 0.99341 0.99609 0.99816 4.43E-07 0.99844 0.99609 0.99817 6.29E-09 0.99845 0.99978 0.99817 2.99E-08 0.99998 0.99979 0.99817 9.44E-08 0.99998 1 0.99817 1.18E-05 1 1 0.99818 0.00159 1 1 0.99976 6.64E-08 1 1 0.99976 Source: Attachment G 18 June 2008 CRCF Seismic Analysis – 2007 Seismic Input Ground Motions 060-SYC-CR00-00800-000-00B Table 5 - MODAL ANALYSIS RESULTS FOR DBGM-2 200' MEDIAN CONDITION TABLE: Modal Periods And Frequencies OutputCase StepType StepNum Period Frequency CircFreq Eigenvalue Text Text Unitless Sec Cyc/sec rad/sec rad2/sec2 MODAL Mode 1 0.205024 4.8775 30.646 939.18 MODAL Mode 2 0.202286 4.9435 31.061 964.78 MODAL Mode 3 0.169784 5.8898 37.007 1369.5 MODAL Mode 4 0.070007 14.284 89.751 8055.3 MODAL Mode 5 0.068372 14.626 91.897 8445 MODAL Mode 6 0.04617 21.659 136.09 18520 MODAL Mode 7 0.040243 24.849 156.13 24377 MODAL Mode 8 0.034302 29.152 183.17 33551 MODAL Mode 9 0.028896 34.606 217.44 47280 MODAL Mode 10 0.026839 37.26 234.11 54808 MODAL Mode 11 0.026498 37.738 237.12 56224 MODAL Mode 12 0.021394 46.742 293.69 86255 TABLE: Modal Participating Mass Ratios UX OutputCase StepNum Period Text Unitless Sec Unitless MODAL 1 0.205024 0.98188 MODAL 2 0.202286 0.000054 MODAL 3 0.169784 0.000021 MODAL 4 0.070007 0.01646 MODAL 5 0.068372 0.000052 MODAL 6 0.04617 0.00116 MODAL 7 0.040243 0.000004 MODAL 8 0.034302 0.00036 MODAL 9 0.028896 2.73E-08 MODAL 10 0.026839 0.000003 MODAL 11 0.026498 0.000003 MODAL 12 0.021394 4.29E-08 UY Unitless 5.29E-05 0.97779 2.32E-05 7.93E-05 0.02111 2.19E-06 0.00089 8.23E-07 5.73E-05 3.3E-09 1.53E-08 1.2E-09 UZ SumUX SumUY SumUZ Unitless Unitless Unitless Unitless 0.00002 0.98188 0.00005 0.00002 0.00002 0.98194 0.97784 0.00004 0.99942 0.98196 0.97787 0.99946 0.000007 0.99842 0.97794 0.99947 0.000005 0.99847 0.99905 0.99948 0.99963 0.99905 0.99948 1.91E-07 1.99E-09 0.99963 0.99994 0.99948 1.13E-07 0.99999 0.99994 0.99948 5.99E-08 0.99999 1 0.99948 0.000011 1 1 0.99949 0.00043 1 1 0.99992 4E-08 1 1 0.99992 Source: Attachment H 19 June 2008 CRCF Seismic Analysis – 2007 Seismic Input Ground Motions 060-SYC-CR00-00800-000-00B Table 6 - MODAL ANALYSIS RESULTS FOR DBGM-2 200' LOWER BOUND CONDITION TABLE: Modal Periods And Frequencies OutputCase StepType StepNum Period Frequency CircFreq Eigenvalue Text Text Unitless Sec Cyc/sec rad/sec rad2/sec2 MODAL Mode 1 0.274146 3.6477 22.919 525.29 MODAL Mode 2 0.270066 3.7028 23.265 541.28 MODAL Mode 3 0.232438 4.3022 27.032 730.71 MODAL Mode 4 0.078787 12.693 79.749 6360 MODAL Mode 5 0.077372 12.925 81.208 6594.7 MODAL Mode 6 0.046552 21.482 134.97 18218 MODAL Mode 7 0.041035 24.369 153.12 23445 MODAL Mode 8 0.034529 28.961 181.97 33112 MODAL Mode 9 0.029148 34.308 215.56 46468 MODAL Mode 10 0.027083 36.924 232 53823 MODAL Mode 11 0.026836 37.264 234.14 54820 MODAL Mode 12 0.023942 41.767 262.43 68869 TABLE: Modal Participating Mass Ratios UX OutputCase StepNum Period Unitless Sec Unitless Text MODAL 1 0.274146 0.99281 MODAL 2 0.270066 0.00002 MODAL 3 0.232438 0.00002 MODAL 4 0.078787 0.00008 MODAL 5 0.077372 0.00671 MODAL 6 0.046552 0.00027 MODAL 7 0.041035 0.000002 MODAL 8 0.034529 0.000086 MODAL 9 0.029148 2.958E-08 MODAL 10 0.027083 0.0000017 MODAL 11 0.026836 0.0000015 MODAL 12 0.023942 5.27E-08 UY Unitless 0.000016 0.98979 0.000029 0.0098 0.00011 0.0000012 0.00023 5.989E-07 0.0000175 8.411E-09 1.711E-09 2.204E-09 UZ SumUX SumUY SumUZ Unitless Unitless Unitless Unitless 0.000016 0.99281 0.00002 0.00002 0.000028 0.99282 0.98981 0.00004 0.9998 0.99284 0.98984 0.99984 0.0000030 0.99292 0.99964 0.99985 0.0000057 0.99964 0.99975 0.99985 9.867E-08 0.99991 0.99975 0.99985 6.247E-10 0.99991 0.99998 0.99985 1.608E-07 1 0.99998 0.99985 3.781E-08 1 1 0.99985 0.00012 1 1 0.99997 8.433E-07 1 1 0.99997 3.896E-08 1 1 0.99997 Source: Attachment I 20 June 2008 CRCF Seismic Analysis – 2007 Seismic Input Ground Motions 060-SYC-CR00-00800-000-00B Table 7- MODAL ANALYSIS RESULTS FOR BDBGM 100' UPPER BOUND CONDITION TABLE: Modal Periods And Frequencies OutputCase StepType StepNum Period Frequency CircFreq Eigenvalue Text Unitless Sec Cyc/sec rad/sec Text rad2/sec2 MODAL Mode 1 0.173345 5.7688 36.247 1313.8 MODAL Mode 2 0.171191 5.8414 36.703 1347.1 MODAL Mode 3 0.139839 7.1511 44.932 2018.9 MODAL Mode 4 0.066383 15.064 94.651 8958.7 MODAL Mode 5 0.06334 15.788 99.198 9840.2 MODAL Mode 6 0.04584 21.815 137.07 18788 MODAL Mode 7 0.039854 25.091 157.65 24855 MODAL Mode 8 0.034145 29.287 184.01 33861 MODAL Mode 9 0.028822 34.696 218 47524 MODAL Mode 10 0.026834 37.266 234.15 54826 MODAL Mode 11 0.026204 38.162 239.78 57493 MODAL Mode 12 0.020275 49.322 309.9 96037 TABLE: Modal Participating Mass Ratios UX UY UZ OutputCase StepNum Period Unitless Sec Unitless Unitless Unitless Text MODAL 1 0.173345 0.96644 0.00012 0.000019 MODAL 2 0.171191 0.00012 0.962 0.000016 MODAL 3 0.139839 0.00002 0.000019 0.99879 MODAL 4 0.066383 0.02958 0.000025 0.000010 MODAL 5 0.06334 0.00001 0.03555 0.000005 MODAL 6 0.04584 0.00291 0.000004 3.116E-07 MODAL 7 0.039854 0.00001 0.00215 4.317E-09 MODAL 8 0.034145 0.00089 0.000001 5.963E-08 MODAL 9 0.028822 3.871E-08 0.00013 7.988E-08 MODAL 10 0.026834 0.0000089 2.92E-09 0.0000103 MODAL 11 0.026204 0.0000028 2.18E-08 0.001 MODAL 12 0.020275 4.877E-08 2.84E-09 5.149E-08 SumUX SumUY SumUZ Unitless Unitless Unitless 0.96644 0.00012 1.86E-05 0.96656 0.96212 3.51E-05 0.96659 0.96214 0.99882 0.99617 0.96217 0.99883 0.99618 0.99772 0.99884 0.99909 0.99772 0.99884 0.99909 0.99987 0.99884 0.99999 0.99987 0.99884 0.99999 1 0.99884 1 1 0.99885 1 1 0.99984 1 1 0.99984 Source: Attachment J 21 June 2008 CRCF Seismic Analysis – 2007 Seismic Input Ground Motions 060-SYC-CR00-00800-000-00B Table 8 - MODAL ANALYSIS RESULTS FOR BDBGM 100' MEDIAN CONDITION TABLE: Modal Periods And Frequencies OutputCase StepType StepNum Period Frequency CircFreq Eigenvalue Text Text Unitless Sec Cyc/sec rad/sec rad2/sec2 MODAL Mode 1 0.227588 4.3939 27.608 762.19 MODAL Mode 2 0.224461 4.4551 27.992 783.57 MODAL Mode 3 0.190189 5.2579 33.036 1091.4 MODAL Mode 4 0.072402 13.812 86.782 7531 MODAL Mode 5 0.071728 13.942 87.598 7673.4 MODAL Mode 6 0.046323 21.588 135.64 18398 MODAL Mode 7 0.040494 24.695 155.16 24075 MODAL Mode 8 0.034385 29.082 182.73 33390 MODAL Mode 9 0.028961 34.529 216.95 47069 MODAL Mode 10 0.026845 37.251 234.06 54783 MODAL Mode 11 0.026681 37.479 235.49 55455 MODAL Mode 12 0.022244 44.956 282.47 79787 TABLE: Modal Participating Mass Ratios OutputCase StepNum Period UX UY UZ SumUX SumUY SumUZ Unitless Sec Unitless Unitless Unitless Unitless Unitless Unitless Text MODAL 1 0.227588 0.9873 0.000034 0.000017 0.9873 3.4E-05 1.67E-05 MODAL 2 0.224461 0.000035 0.98363 0.000023 0.98733 0.98367 3.98E-05 MODAL 3 0.190189 0.000019 0.000025 0.99962 0.98735 0.98369 0.99966 MODAL 4 0.072402 0.01142 0.00047 4.4E-06 0.99877 0.98416 0.99966 MODAL 5 0.071728 0.00033 0.01526 5.9E-06 0.9991 0.99942 0.99967 MODAL 6 0.046323 0.00068 1.7E-06 1.5E-07 0.99978 0.99943 0.99967 MODAL 7 0.040494 2.9E-06 0.00054 1.3E-09 0.99978 0.99996 0.99967 MODAL 8 0.034385 0.00021 7E-07 1.4E-07 0.99999 0.99996 0.99967 MODAL 9 0.028961 2.5E-08 0.000036 5.1E-08 0.99999 1 0.99967 MODAL 10 0.026845 1.4E-06 4.9E-09 0.000021 1 1 0.99969 MODAL 11 0.026681 3.2E-06 1E-08 0.00025 1 1 0.99995 MODAL 12 0.022244 4.4E-08 3.3E-10 3.7E-08 1 1 0.99995 Source: Attachment K 22 June 2008 CRCF Seismic Analysis – 2007 Seismic Input Ground Motions 060-SYC-CR00-00800-000-00B Table 9 - MODAL ANALYSIS RESULTS FOR BDBGM 100' LOWER BOUND CONDITION TABLE: Modal Periods And Frequencies Frequency CircFreq Eigenvalue OutputCase StepType StepNum Period Text Text Unitless Sec Cyc/sec rad/sec rad2/sec2 MODAL Mode 1 0.30705 3.2568 20.463 418.74 MODAL Mode 2 0.302538 3.3054 20.768 431.32 MODAL Mode 3 0.261423 3.8252 24.035 577.66 MODAL Mode 4 0.083788 11.935 74.989 5623.3 MODAL Mode 5 0.081021 12.343 77.551 6014.1 MODAL Mode 6 0.046676 21.424 134.61 18120 MODAL Mode 7 0.041505 24.093 151.38 22917 MODAL Mode 8 0.034622 28.883 181.48 32934 MODAL Mode 9 0.029369 34.049 213.94 45769 MODAL Mode 10 0.027352 36.56 229.71 52769 MODAL Mode 11 0.026843 37.253 234.07 54788 MODAL Mode 12 0.025094 39.85 250.39 62694 TABLE: Modal Participating Mass Ratios Period UX OutputCase StepNum Text Unitless Sec Unitless MODAL 1 0.30705 0.99473 MODAL 2 0.302538 0.000012 MODAL 3 0.261423 0.000016 MODAL 4 0.083788 2.46E-05 MODAL 5 0.081021 0.00501 MODAL 6 0.046676 0.00016 MODAL 7 0.041505 0.000002 MODAL 8 0.034622 0.00005 MODAL 9 0.029369 4.26E-08 MODAL 10 0.027352 0.00000 MODAL 11 0.026843 7.7E-07 MODAL 12 0.025094 6.34E-08 UY Unitless 0.00001 0.9921 0.00003 0.00767 0.000031 0.000001 0.00014 0.000001 0.000012 5.613E-09 4.397E-09 2.316E-08 UZ Unitless 0.000015 0.000028 0.99986 0.000003 0.000005 7.7E-08 4.87E-10 0.000000 3.16E-08 0.00007 4.09E-09 4.48E-08 SumUX Unitless 0.99473 0.99474 0.99475 0.99478 0.99979 0.99994 0.99995 1 1 1 1 1 SumUY Unitless 0.00001 0.99211 0.99214 0.99981 0.99985 0.99985 0.99999 0.99999 1 1 1 1 SumUZ Unitless 0.00002 0.00004 0.9999 0.9999 0.99991 0.99991 0.99991 0.99991 0.99991 0.99998 0.99998 0.99998 Source: Attachment L 23 June 2008 CRCF Seismic Analysis – 2007 Seismic Input Ground Motions 060-SYC-CR00-00800-000-00B Table 10 - MODAL ANALYSIS RESULTS FOR BDBGM 200' UPPER BOUND CONDITION TABLE: Modal Periods And Frequencies OutputCase StepType StepNum Period Frequency CircFreq Eigenvalue Text Text Unitless Sec Cyc/sec rad/sec rad2/sec2 MODAL Mode 1 0.180751 5.5325 34.762 1208.4 MODAL Mode 2 0.178439 5.6042 35.212 1239.9 MODAL Mode 3 0.146075 6.8458 43.013 1850.2 MODAL Mode 4 0.067233 14.874 93.454 8733.6 MODAL Mode 5 0.064496 15.505 97.419 9490.5 MODAL Mode 6 0.045934 21.771 136.79 18711 MODAL Mode 7 0.039961 25.025 157.23 24723 MODAL Mode 8 0.034188 29.25 183.79 33777 MODAL Mode 9 0.02884 34.674 217.86 47464 MODAL Mode 10 0.026835 37.265 234.14 54822 MODAL Mode 11 0.026269 38.067 239.18 57208 MODAL Mode 12 0.020566 48.623 305.51 93335 TABLE: Modal Participating Mass Ratios UX OutputCase StepNum Period Unitless Sec Unitless Text MODAL 1 0.180751 0.9715 MODAL 2 0.178439 0.000098 MODAL 3 0.146075 0.000021 MODAL 4 0.067233 0.02534 MODAL 5 0.064496 0.000017 MODAL 6 0.045934 0.00229 MODAL 7 0.039961 5.3E-06 MODAL 8 0.034188 0.00071 MODAL 9 0.02884 3.5E-08 MODAL 10 0.026835 0.000007 MODAL 11 0.026269 2.7E-06 MODAL 12 0.020566 4.7E-08 UY UZ SumUX SumUY SumUZ Unitless Unitless Unitless Unitless Unitless 0.000096 0.000017 0.9715 0.000096 0.000017 0.96715 0.000016 0.9716 0.96725 0.000034 0.000019 0.99898 0.97162 0.96727 0.99901 0.00003 9.2E-06 0.99697 0.9673 0.99902 0.03089 0.000005 0.99699 0.99818 0.99903 0.000004 2.7E-07 0.99928 0.99819 0.99903 0.00171 3.7E-09 0.99928 0.99989 0.99903 1.1E-06 7.1E-08 0.99999 0.9999 0.99903 0.0001 7.5E-08 0.99999 1 0.99903 3E-09 9.9E-06 1 1 0.99904 2E-08 0.00083 1 1 0.99987 2.1E-09 4.6E-08 1 1 0.99987 Source: Attachment M 24 June 2008 CRCF Seismic Analysis – 2007 Seismic Input Ground Motions 060-SYC-CR00-00800-000-00B Table 11- MODAL ANALYSIS RESULTS FOR BDBGM 200' MEDIAN CONDITION TABLE: Modal Periods And Frequencies Period Frequency CircFreq Eigenvalue OutputCase StepType StepNum Text Text Unitless Sec Cyc/sec rad/sec rad2/sec2 MODAL Mode 1 0.242065 4.1311 25.957 673.74 MODAL Mode 2 0.238609 4.1909 26.333 693.4 MODAL Mode 3 0.202127 4.9474 31.085 966.3 MODAL Mode 4 0.073922 13.528 84.997 7224.5 MODAL Mode 5 0.073668 13.574 85.291 7274.5 MODAL Mode 6 0.046401 21.551 135.41 18336 MODAL Mode 7 0.040667 24.59 154.5 23871 MODAL Mode 8 0.034431 29.044 182.49 33302 MODAL Mode 9 0.029014 34.466 216.56 46897 MODAL Mode 10 0.026859 37.232 233.94 54726 MODAL Mode 11 0.026778 37.344 234.64 55057 MODAL Mode 12 0.022834 43.795 275.17 75718 TABLE: Modal Participating Mass Ratios UX UY UZ SumUX SumUY SumUZ OutputCase StepNum Period Text Unitless Sec Unitless Unitless Unitless Unitless Unitless Unitless MODAL 1 0.242065 0.98965 0.000026 0.000015 0.98965 0.0000256 0.000015 MODAL 2 0.238609 0.000026 0.98626 0.000023 0.98967 0.98629 0.000038 MODAL 3 0.202127 0.000017 0.000024 0.99969 0.98969 0.98631 0.99973 MODAL 4 0.073922 0.0057 0.00549 0.00000028 0.99539 0.9918 0.99973 MODAL 5 0.073668 0.00395 0.00776 0.0000095 0.99934 0.99957 0.99974 MODAL 6 0.046401 0.0005 0.0000015 0.00000013 0.99983 0.99957 0.99974 MODAL 7 0.040667 0.0000027 0.0004 0.00000000 0.99984 0.99997 0.99974 MODAL 8 0.034431 0.00016 0.0000007 0.00000015 1 0.99997 0.99974 MODAL 9 0.029014 0.00000003 0.000028 0.00000005 1 1 0.99974 MODAL 10 0.026859 0.00000017 8.8E-09 0.000065 1 1 0.99981 MODAL 11 0.026778 0.0000038 4.2E-09 0.00015 1 1 0.99995 MODAL 12 0.022834 0.00000005 1.5E-13 0.00000004 1 1 0.99995 Source: Attachment N 25 June 2008 CRCF Seismic Analysis – 2007 Seismic Input Ground Motions 060-SYC-CR00-00800-000-00B Table 12 - MODAL ANALYSIS RESULTS FOR BDBGM 200' LOWER BOUND CONDITION TABLE: Modal Periods And Frequencies OutputCase StepType StepNum Period Frequency CircFreq Eigenvalue Text Text Unitless Sec Cyc/sec rad/sec rad2/sec2 MODAL Mode 1 0.331668 3.0151 18.944 358.88 MODAL Mode 2 0.326908 3.059 19.22 369.41 MODAL Mode 3 0.281755 3.5492 22.3 497.3 MODAL Mode 4 0.087449 11.435 71.85 5162.4 MODAL Mode 5 0.08373 11.943 75.041 5631.2 MODAL Mode 6 0.04676 21.386 134.37 18055 MODAL Mode 7 0.04195 23.838 149.78 22433 MODAL Mode 8 0.034691 28.826 181.12 32805 MODAL Mode 9 0.029634 33.745 212.02 44954 MODAL Mode 10 0.027545 36.305 228.11 52033 MODAL Mode 11 0.026854 37.239 233.98 54746 MODAL Mode 12 0.025894 38.62 242.65 58881 TABLE: Modal Participating Mass Ratios UX UY OutputCase StepNum Period Text Unitless Sec Unitless Unitless 0.00001 MODAL 1 0.331668 0.99569 0.99332 MODAL 2 0.326908 0.00001 MODAL 3 0.281755 0.000015 0.000028 0.00651 MODAL 4 0.087449 0.000015 MODAL 5 0.08373 0.00412 0.000019 1.2E-06 MODAL 6 0.04676 0.00011 0.0001 MODAL 7 0.04195 2.1E-06 6.3E-07 MODAL 8 0.034691 0.000034 9.3E-06 MODAL 9 0.029634 6.4E-08 4.8E-09 MODAL 10 0.027545 0.000002 1.1E-08 MODAL 11 0.026854 5.1E-07 7.9E-08 MODAL 12 0.025894 8E-08 UZ SumUX SumUY SumUZ Unitless Unitless Unitless Unitless 0.000014 0.99569 0.00001 0.000014 0.000027 0.9957 0.99333 0.000041 0.99988 0.99571 0.99336 0.99992 3.3E-06 0.99573 0.99987 0.99993 4.3E-06 0.99985 0.99989 0.99993 6.5E-08 0.99996 0.99989 0.99993 4.6E-10 0.99996 0.99999 0.99993 1.6E-07 1 0.99999 0.99993 2.8E-08 1 1 0.99993 0.000049 1 1 0.99998 5.5E-09 1 1 0.99998 5.5E-08 1 1 0.99998 Source: Attachment O 26 June 2008 CRCF Seismic Analysis – 2007 Seismic Input Ground Motions 060-SYC-CR00-00800-000-00B Figure 1 - Horizontal Response Spectra DBGM-2 100' Upper Bound 1.20 1.00 Acceleration (g) 0.80 7% Damping 20% Damping 0.60 Hybrid 0.40 0.20 0.00 0.1 1 10 100 Frequency (Hz) 27 June 2008 CRCF Seismic Analysis – 2007 Seismic Input Ground Motions 060-SYC-CR00-00800-000-00B Figure 2 - Horizontal Response Spectra DBGM-2 100' Median 1.20 1.00 Acceleration (g) 0.80 7% Damping 0.60 20% Damping Hybrid 0.40 0.20 0.00 0.1 1 10 100 Frequency (Hz) 28 June 2008 CRCF Seismic Analysis – 2007 Seismic Input Ground Motions 060-SYC-CR00-00800-000-00B Figure 3 - Horizontal Response Spectra DBGM-2 100' Lower Bound 1.20 1.00 Acceleration (g) 0.80 7% Damping 0.60 20% Damping Hybrid 0.40 0.20 0.00 0.1 1 10 100 Frequency (Hz) 29 June 2008 CRCF Seismic Analysis – 2007 Seismic Input Ground Motions 060-SYC-CR00-00800-000-00B Figure 4 - Horizontal Response Spectra DBGM-2 200' Upper Bound 1.20 1.00 Acceleration (g) 0.80 7% Damping 20% Damping 0.60 Hybrid 0.40 0.20 0.00 0.1 1 10 100 Frequency (Hz) 30 June 2008 CRCF Seismic Analysis – 2007 Seismic Input Ground Motions 060-SYC-CR00-00800-000-00B Figure 5 - Horizontal Response Spectra DBGM-2 200' Median 1.20 1.00 Acceleration (g) 0.80 7% Damping 0.60 20% Damping Hybrid 0.40 0.20 0.00 0.1 1 10 100 Frequency (Hz) 31 June 2008 CRCF Seismic Analysis – 2007 Seismic Input Ground Motions 060-SYC-CR00-00800-000-00B Figure 6 - Horizontal Response Spectra DBGM-2 200' Lower Bound 1.20 1.00 Acceleration (g) 0.80 7% Damping 20% Damping 0.60 Hybrid 0.40 0.20 0.00 0.1 1 10 100 Frequency (Hz) 32 June 2008 CRCF Seismic Analysis – 2007 Seismic Input Ground Motions 060-SYC-CR00-00800-000-00B Figure 7 - Vertical Response Spectra DBGM-2 100' Upper Bound 0.80 0.70 Acceleration (g) 0.60 0.50 7% Damping 0.40 20% Damping Hybrid 0.30 0.20 0.10 0.00 0.10 1.00 10.00 100.00 Frequency (Hz) 33 June 2008 CRCF Seismic Analysis – 2007 Seismic Input Ground Motions 060-SYC-CR00-00800-000-00B Figure 8 - Vertical Response Spectra DBGM-2 100' Median 0.80 0.70 0.60 Acceleration (g) 0.50 7% Damping 20% Damping 0.40 Hybrid 0.30 0.20 0.10 0.00 0.10 1.00 10.00 100.00 Frequency (Hz) 34 June 2008 CRCF Seismic Analysis – 2007 Seismic Input Ground Motions 060-SYC-CR00-00800-000-00B Figure 9 - Vertical Response Spectra DBGM-2 100' Lower Bound 0.80 0.70 Acceleration (g) 0.60 0.50 7% Damping 20% Damping 0.40 Hybrid 0.30 0.20 0.10 0.00 0.1 1 10 100 Frequency (Hz) 35 June 2008 CRCF Seismic Analysis – 2007 Seismic Input Ground Motions 060-SYC-CR00-00800-000-00B Figure 10 - Vertical Respons e Spectra DBGM-2 200' Upper Bound 0.80 0.70 Acceleration (g) 0.60 7% Damping 0.50 20% Damping Hybrid 0.40 0.30 0.20 0.10 0.00 0.1 1 10 100 Frequency (Hz) 36 June 2008 CRCF Seismic Analysis – 2007 Seismic Input Ground Motions 060-SYC-CR00-00800-000-00B Figure 11 - Vertical Respons e Spectra DBGM-2 200' Median 0.80 0.70 Acceleration (g) 0.60 0.50 7% Damping 20% Damping 0.40 Hybrid 0.30 0.20 0.10 0.00 0.1 1 10 100 Frequency (Hz) 37 June 2008 CRCF Seismic Analysis – 2007 Seismic Input Ground Motions 060-SYC-CR00-00800-000-00B Figure 12 - Vertical Respons e Spectra DBGM-2 200' Lower Bound 0.80 0.70 Acceleration (g) 0.60 0.50 7% Damping 0.40 20% Damping Hybrid 0.30 0.20 0.10 0.00 0.1 1 10 100 Frequency (Hz) 38 June 2008 CRCF Seismic Analysis – 2007 Seismic Input Ground Motions 060-SYC-CR00-00800-000-00B Figu re 13 - Horizont al Response Spectra BDBG M 100' Upp er Bound 2.00 1.80 Acce lera tion (g) 1.60 1.40 10% Damping 20% Damping 1.20 Hybrid 1.00 0.80 0.60 0.40 0.20 0.00 0.1 1 10 100 Frequency (Hz) 39 June 2008 CRCF Seismic Analysis – 2007 Seismic Input Ground Motions 060-SYC-CR00-00800-000-00B Figure 14 - Horizontal Response Spectra BDBGM 100' Median 2.00 1.80 1.60 Acceleration (g) 1.40 1.20 10% Damping 20% Damping Hybrid 1.00 0.80 0.60 0.40 0.20 0.00 0.1 1 10 100 Fr equency (Hz) 40 June 2008 CRCF Seismic Analysis – 2007 Seismic Input Ground Motions 060-SYC-CR00-00800-000-00B Figure 15 - H or iz on tal Re sp on se Spe ctra B DBGM 100' Lower Boun d 2.00 1.80 1.60 Acceleration (g) 1.40 1.20 10% Damping 20% Damping 1.00 Hybrid 0.80 0.60 0.40 0.20 0.00 0.1 1 10 100 Fr equency (Hz) 41 June 2008 CRCF Seismic Analysis – 2007 Seismic Input Ground Motions 060-SYC-CR00-00800-000-00B Figure 16 - Horizontal Response Spectra BDBGM 200' Upper Bound 2.00 1.80 1.60 Acceleration (g) 1.40 1.20 10% Damping 20% Damping Hybrid 1.00 0.80 0.60 0.40 0.20 0.00 0.1 1 10 100 Frequency (Hz) 42 June 2008 CRCF Seismic Analysis – 2007 Seismic Input Ground Motions 060-SYC-CR00-00800-000-00B Figure 17 - Horizontal Response Spectra BDBGM 200' Median 2.00 1.80 1.60 Acceleration (g) 1.40 1.20 10% Damping 1.00 20% Damping Hybrid 0.80 0.60 0.40 0.20 0.00 0.1 1 10 100 Frequency (Hz) 43 June 2008 CRCF Seismic Analysis – 2007 Seismic Input Ground Motions 060-SYC-CR00-00800-000-00B Figure 18 - Horizontal Response Spectra BDBGM 200' Lower Bound 2.00 1.80 1.60 Acceleration (g) 1.40 1.20 10% Damping 1.00 20% Damping Hybrid 0.80 0.60 0.40 0.20 0.00 0.1 1 10 100 Frequency (Hz) 44 June 2008 CRCF Seismic Analysis – 2007 Seismic Input Ground Motions 060-SYC-CR00-00800-000-00B Figure 19 - Vertical Response Spectra BDBGM 100' Upper Bound 1.80 1.60 1.40 Acceleration (g) 1.20 1.00 10% Damping 20% Damping Hybrid 0.80 0.60 0.40 0.20 0.00 0.1 1 10 100 Frequency (Hz) 45 June 2008 CRCF Seismic Analysis – 2007 Seismic Input Ground Motions 060-SYC-CR00-00800-000-00B Figure 20 - Vertical Response Spectra BDBGM 100' Median 1.80 1.60 1.40 Acceleration (g) 1.20 1.00 10% Damping 20% Damping Hybrid 0.80 0.60 0.40 0.20 0.00 0.1 1 10 100 Frequency (Hz) 46 June 2008 CRCF Seismic Analysis – 2007 Seismic Input Ground Motions 060-SYC-CR00-00800-000-00B Figure 21 - Vertical Response Spectra BDBGM 100' Lower Bound 1.80 1.60 1.40 Acceleration (g) 1.20 1.00 10% Damping 20% Damping Hybrid 0.80 0.60 0.40 0.20 0.00 0.1 1 10 100 Frequency (Hz) 47 June 2008 CRCF Seismic Analysis – 2007 Seismic Input Ground Motions 060-SYC-CR00-00800-000-00B Figure 22 - Vertical Response Spectra BDBGM 200' Upper Bound 1.80 1.60 1.40 Acceleration (g) 1.20 1.00 10% Damping 20% Damping Hybrid 0.80 0.60 0.40 0.20 0.00 0.1 1 10 100 Frequency (Hz) 48 June 2008 CRCF Seismic Analysis – 2007 Seismic Input Ground Motions 060-SYC-CR00-00800-000-00B Figure 23 - Vertical Response Spectra BDBGM 200' Median 1.80 1.60 1.40 Acceleration (g) 1.20 1.00 10% Damping 20% Damping Hybrid 0.80 0.60 0.40 0.20 0.00 0.1 1 10 100 Frequency (Hz) 49 June 2008 CRCF Seismic Analysis – 2007 Seismic Input Ground Motions 060-SYC-CR00-00800-000-00B Figure 24 - Vertical Response Spectra BDBGM 200' Lower Bound 1.80 1.60 1.40 Acceleration (g) 1.20 1.00 10% Damping 20% Damping Hybrid 0.80 0.60 0.40 0.20 0.00 0.1 1 10 100 Frequency (Hz) 50 June 2008 CRCF Seismic Analysis – 2007 Seismic Input Ground Motions 060-SYC-CR00-00800-000-00B 7. RESULTS AND CONCLUSIONS 7.1 RESULTS The results from this calculation are: • Member forces and nodal accelerations for DBGM-2 and BDBGM seismic events • Building accelerations at diaphragm levels • Story drifts for DBGM-2 and BDBGM seismic events due to loads in global X and Y directions • Base Shear for all seismic load cases Output from the following runs are contained in the referenced attachments: Attachment D Attachment E Attachment F Attachment G Attachment H Attachment I Attachment J Attachment K Attachment L Attachment M Attachment N Attachment O Attachment P Attachment Q Contains results of the DBGM-2 Upper Bound 100’ Alluvium Modal Analysis and Response Spectrum Analysis Contains results of the DBGM-2 Median 100’ Alluvium Modal Analysis and Response Spectrum Analysis Contains results of the DBGM-2 Lower Bound 100’ Alluvium Modal Analysis and Response Spectrum Analysis Contains results of the DBGM-2 Upper Bound 200’ Alluvium Modal Analysis and Response Spectrum Analysis Contains results of the DBGM-2 Median 200’ Alluvium Modal Analysis and Response Spectrum Analysis Contains results of the DBGM-2 Lower Bound 200’ Alluvium Modal Analysis and Response Spectrum Analysis Contains results of the BDBGM Upper Bound 100’ Alluvium Modal Analysis and Response Spectrum Analysis Contains results of the BDBGM Median 100’ Alluvium Modal Analysis and Response Spectrum Analysis Contains results of the BDBGM Lower Bound 100’ Alluvium Modal Analysis and Response Spectrum Analysis Contains results of the BDBGM Upper Bound 200’ Alluvium Modal Analysis and Response Spectrum Analysis Contains results of the BDBGM Median 200’ Alluvium Modal Analysis and Response Spectrum Analysis Contains results of the BDBGM Lower Bound 200’ Alluvium Modal Analysis and Response Spectrum Analysis Contains results of the DBGM-2 and BDBGM Base Shear Calculations Contains results of the IBC Base Shear Calculations Maximum diaphragm accelerations at the center of gravity of each diaphragm are summarized in Tables 13 and 14 for the DBGM-2 cases, and Table 15 for BDBGM cases. Global X, Y, and Z directional responses as well as accelerations from SRSS combinations are presented. Figure 25 shows the plot of HX and HY response accelerations throughout the height of the structure. 51 June 2008 CRCF Seismic Analysis – 2007 Seismic Input Ground Motions 060-SYC-CR00-00800-000-00B Table 13 – Diaphragm Accelerations for DBGM-2 100’ Upper Bound Condition 100' Alluvium, Upper Bound - HX (E/W case) Accelerations Floor Elevation Node # Ux ft/sec2 Uy ft/sec2 Uz ft/sec2 0'-0" 99 15.5810 0.3381 0.1456 32'-0" 299 20.4611 0.4733 0.1441 64'-0" 499 25.2514 0.5606 .0.2550 72'-0" 599 25.6625 0.6571 3.8818 100'-0" 699 32.9622 0.6963 0.9084 100' Alluvium, Upper Bound - HY (N/S case) Accelerations Floor Elevation Node # Ux ft/sec2 Uy ft/sec2 Uz ft/sec2 0'-0" 99 0.3560 15.5990 0.1075 32'-0" 299 0.4701 20.9690 0.1139 64'-0" 499 0.5379 25.0670 0.2751 72'-0" 599 0.6195 27.2132 0.1494 100'-0" 699 0.8522 31.7693 0.1238 100' Alluvium, Upper Bound - VZ (Vertical case) Accelerations Floor Node Ux Uy Uz Elevation # ft/sec2 ft/sec2 ft/sec2 0'-0" 99 0.1263 0.0883 12.4366 32'-0" 299 0.1083 0.0757 13.2686 64'-0" 499 0.1044 0.0797 13.7639 72'-0" 599 0.6019 0.1124 14.0862 699 0.2736 0.1368 14.2985 100'-0" Source: Attachment D (Table Joint Accelerations – Absolute) 52 June 2008 CRCF Seismic Analysis – 2007 Seismic Input Ground Motions 060-SYC-CR00-00800-000-00B Figure 25 - DBGM-2 Accelerations HX, HY (Upper Bound 100 ' Alluvium) 112 96 F loor Elevation ( ft) 80 64 HX (E/W case) HY (N/S case) 48 32 16 0 0 0.2 0.4 0.6 0.8 1 1.2 Acceleration (g ) HX - Acceleration in X-direction due to seismic load in X-direction HY - Acceleration in Y-direction due to seismic load in Y-direction 53 June 2008 CRCF Seismic Analysis – 2007 Seismic Input Ground Motions 060-SYC-CR00-00800-000-00B Table 14 – Diaphragm Accelerations for DBGM-2 SRSS Combination Diaphragm Level East-West X-Acceleration North-South Y-Acceleration Vertical Z-Acceleration ft/sec2 *g ft/sec2 *g ft/Sec2 *g 0’ (Node 99) 15.59 0.48g 15.6 0.48g 12.44 0.38g 32’ (Node 299) 20.47 0.64g 20.97 0.65g 13.27 0.41g 64’ (Node 499) 25.26 0.78g 25.07 0.78g 13.77 0.43g 72’ (Node 599) 25.67 0.79g 27.22 0.85g 14.61 0.45g 100’ (Node 699) 32.97 1.02g 31.78 0.997g 14.33 0.44g Source: Attachment D * g =32.2 ft /sec2 Table 15 – Diaphragm Accelerations for BDBGM SRSS Combination Diaphragm Level East-West X-Acceleration North-South Y-Acceleration Vertical Z-Acceleration ft/sec2 *g ft/sec2 *g ft/Sec2 *g 0’ (Node 99) 32.65 1.01g 32.26 1.0g 29.33 0.91g 32’ (Node 299) 40.82 1.27g 41.63 1.29g 30.77 0.96g 64’ (Node 499) 48.30 1.50g 48.27 1.50g 31.62 0.98g 72’ (Node 599) 48.70 1.51g 51.42 1.60g 32.97 1.02g 100’ (Node 699) 58.50 1.82g 57.71 1.79g 32.52 1.01g Source: Attachment J * g =32.2 ft /sec2 54 June 2008 CRCF Seismic Analysis – 2007 Seismic Input Ground Motions 060-SYC-CR00-00800-000-00B Table 16 – Story Drifts for DBGM-2 100’ Alluvium Upper Bound Diaphragm Level (ft) And Corresponding SAP2000 Stick Model Joint Number 100'-0" (Joint 699) Story Drift (inches) East-West (Global X) East-West (Global X) East-West (Global X) 0.206 100'-0" (Δ699-Δ499) (Δ699-Δ499) / 36' 0.028 64'-0" (Joint 499) 0.178 0'-0" (Joint 99) Diaphragm Level (ft) And Corresponding SAP2000 Stick Model Joint Number 100'-0" (Joint 699) 0.145 (Δ499-Δ299) / 32' 32 8.41E-05 (Δ299-Δ99) / 32' 32 1.06E-04 Story Displacement Δ (inches) Story Drift (inches) Story Height (feet) Drift Ratio (story drift / story height) North-South (Global Y) North-South (Global Y) North-South (Global Y) 0.198 100'-0" (Δ699-Δ499) (Δ699-Δ499) / 36' 0.105 0.172 0.146 36 64'-0" (Δ499-Δ299) 6.01E-05 (Δ499-Δ299) / 32' 32 32'-0" (Δ299-Δ99) 0.047 0'-0" (Joint 99) 6.59E-05 0.041 0.026 32'-0" (Joint 299) 36 32'-0" (Δ299-Δ99) 0.026 64'-0" (Joint 499) Story Height (feet) 64'-0" (Δ499-Δ299) 0.032 32'-0" (Joint 299) Drift Ratio (story drift / story height) Story Displacement Δ (inches) 6.8E-05 (Δ299-Δ99) / 32' 32 1.22E-04 0.099 Source: Attachment D East -West displacements are due to seismic load in global X direction (HX) North- South displacements are due to seismic load in global Y direction (HY) The values in Tables 16 and 17 represent the relative displacements between diaphragms. A story drift ratio is also calculated by dividing the story drift by the story height. This value is then compared to the allowable limit of 0.004 specified in Section 4.2.11.4.10 of the Project Design Criteria Document (Ref. 2.2.2). Since the shear deformation is the primary contributor to the story drift, this limit is applicable to the CRCF structure. Looking at the results from Tables 16 and 17, the drift ratios for both DBGM-2 and BDBGM, 100’ upper bound alluvium soil cases satisfy this requirement. Figure 26 shows the structure’s deflections along the height of the structure for the DBGM-2, 100’ alluvium upper bound case. 55 June 2008 CRCF Seismic Analysis – 2007 Seismic Input Ground Motions 060-SYC-CR00-00800-000-00B Figure 26 - DBGM-2 Deflections (Upper Bound 100' Alluvium) 120 Floor Elevation (ft) 100 80 X-Deflection (E/W case) 60 Y- Deflection (N/S case) 40 20 0 0 0.05 0.1 0.15 0.2 0.25 Deflection (in) 56 June 2008 CRCF Seismic Analysis – 2007 Seismic Input Ground Motions 060-SYC-CR00-00800-000-00B Table 17 – Story Drifts for BDBGM 100’ Alluvium Upper Bound Diaphragm Level (ft) And Corresponding SAP2000 Stick Model Joint Number 100'-0" (Joint 699) Story Displacement, Δ (inches) Story Drift (inches) East-West (Global X) East-West (Global X) East-West (Global X) 0.491 100'-0" (Δ699-Δ499) (Δ699-Δ499) / 36' 0.055 64'-0" (Joint 499) 0.436 0.372 Diaphragm Level (ft) And Corresponding SAP2000 Stick Model Joint Number 100'-0" (Joint 699) (Δ299-Δ99) / 32' 32 2.15E-04 Story Drift (inches) North-South (Global Y) North-South (Global Y) North-South (Global Y) 0.478 100'-0" (Δ699-Δ499) (Δ699-Δ499) / 36' 0.425 0.370 Story Height Drift Ratio (feet) (story drift / story height) 36 64'-0" (Δ499-Δ299) 1.24E-04 (Δ499-Δ299) / 32' 32 32'-0" (Δ299-Δ99) 0.096 0'-0" (Joint 99) 1.67E-04 Story Displacement, Δ (inches) 0.054 32'-0" (Joint 299) 32 0.289 0.054 64'-0" (Joint 499) 1.28E-04 (Δ499-Δ299) / 32' 32'-0" (Δ299-Δ99) 0.083 0'-0" (Joint 99) 36 64'-0" (Δ499-Δ299) 0.064 32'-0" (Joint 299) Story Height Drift Ratio (feet) (story drift / story height) 1.41E-04 (Δ299-Δ99) / 32' 32 2.5E-04 0.274 Source: Attachment J East -West displacements are due to seismic load in global X direction (HX) North- South displacements are due to seismic load in global Y direction (HY) 57 June 2008 CRCF Seismic Analysis – 2007 Seismic Input Ground Motions 060-SYC-CR00-00800-000-00B Table 18 – Story Shears for DBGM-2 for 100’ and 200’ Alluvium Soil Case North-South Global Y (kips) East-West Global X (kips) Elevation 0’-0” 100’ Lower Bound 104,266 102,451 100’ Median 119,187 117,360 100’ Upper Bound 129,516 127,862 200’ Lower Bound 101,724 99,860 200’ Median 116,955 115,036 200’ Upper Bound 128,503 126,857 Elevation 32’-0” 100’ Lower Bound 51,655 50,500 100’ Median 60,474 59,823 100’ Upper Bound 68,249 68,657 200’ Lower Bound 50,513 48,979 200’ Median 59,032 58,224 200’ Upper Bound 67,319 67,583 Elevation 64’-0” 100’ Lower Bound 15,104 14,599 100’ Median 18,171 17,985 100’ Upper Bound 21,558 22,115 200’ Lower Bound 14,625 14,079 200’ Median 17,628 17,354 200’ Upper Bound 21,088 Source: Attachment P 58 21,608 June 2008 CRCF Seismic Analysis – 2007 Seismic Input Ground Motions 060-SYC-CR00-00800-000-00B Figu re 27-Story She ar fo r DB GM -2 1 00' Up per B ou nd Alluviu m East-West and N orth-Sou th 112 East- West North- South 96 Elevation (ft) 80 64 48 32 16 0 0 20000 40000 60000 80000 100000 120000 140000 Story Sh ear (K ips) 59 June 2008 CRCF Seismic Analysis – 2007 Seismic Input Ground Motions 060-SYC-CR00-00800-000-00B Table 19 – Story Shears for BDBGM Seismic Event Soil Case North-South Global Y (kips) East-West Global X (kips) Elevation 0’-0” 100’ Upper Bound 253,169 250,070 100’ Median 229,939 225,918 100’ Lower Bound 198,384 194,573 200’ Upper Bound 250,445 247,323 200’ Median 222,445 218,338 200’ Lower Bound 190,252 186,470 Elevation 32’-0” 100’ Upper Bound 129,882 129, 684 100’ Median 114,447 112,364 100’ Lower Bound 97,066 94,450 200’ Upper Bound 127,673 127,177 200’ Median 110,182 107,884 200’ Lower Bound 92,794 90,131 Elevation 64’-0” 100’ Upper Bound 39,410 39,589 100’ Median 33,518 32,673 100’ Lower Bound 27,931 26,779 200’ Upper Bound 38,440 38,420 200’ Median 32,105 31,154 200’ Lower Bound 26,623 Source: Attachment P 60 25,448 June 2008 CRCF Seismic Analysis – 2007 Seismic Input Ground Motions 060-SYC-CR00-00800-000-00B Base Shear computed using equivalent static method defined in International Building Code 2000 (IBC, Ref. 2.2.11) is included in Attachment Q. Comparison of base shears summarized in Table 18 (story shear at El. 0’-0”) to IBC base shear indicate that CRCF base shear based on site specific response spectra for DBGM-2 seismic event is greater than but comparable to those obtained using static method of IBC. 7.2 CONCLUSIONS Results from this calculation are consistent with the results obtained in the original CRCF seismic analysis (Ref. 2.2.8). As expected the fundamental frequencies obtained in this calculation are lower than those obtained in Ref. 2.2.8 as a result of the softer soil springs computed using the 2007 data. This calculation develops the required information to perform a comparison with the seismic analysis results obtained using the 2004 strain compatible soil properties and free field ground input spectra. Results from this comparison will determine if the existing CRCF structural designs are adequate or will need to be revised using results from this calculation. The design response spectra shown in DTNs MO0706DSDR5E4A.001 (Ref. 2.2.9) and MO0706DSDR1E4A.001 (Ref. 2.2.10) have been qualified with a caveat that indicates points with a period of 3.33 second and above are plotted incorrectly. It has been determined that the highest period that can be qualified is at 2 seconds. This caveat limits the data in DTNs MO0706DSDR5E4A.001 and MO0706DSDR1E4A.001. It was noted that the vibration modes shown in Tables 1 through 6, that are based on the data from Ref. 2.2.9 and Tables 7 through 12 that are based on data from Ref. 2.2.10 indicate the structure’s first mode for all cases has a period below 2 seconds (frequency above 0.5 hertz) threshold. Therefore, it is concluded that the building response is not impacted by omitting all responses above 2 seconds. 61 June 2008 CRCF Seismic Analysis – 2007 Seismic Input Ground Motions 060-SYC-CR00-00800-000-00B ATTACHMENT A Floor Plan and Wall Elevations A-1 June 2008 CRCF Seismic Analysis –2007 Seismic Input Ground Motions 060-SYC-CR00-00800-000-00B Attachment A : Floor Plan and Wall Elevations Page Ground Floor Plan At EL 0'-0" ...................................................................................... A-3 Elevation Along Column Line 1 .................................................................................... A-4 Elevation Along Column Line 2 .................................................................................... A-5 Elevation Along Column Line 3 .................................................................................... A-6 Elevation Along Column Line 4 .................................................................................... A-7 Elevation Along Column Line 5 .................................................................................... A-8 Elevation Along Column Line 6 .................................................................................... A-9 Elevation Along Column Line 7 .................................................................................. A-10 Elevation Along Column Line 8 .................................................................................. A-11 Elevation Along Column Line 9 .................................................................................. A-12 Elevation Along Column Line 11 ................................................................................ A-13 Elevation Along Column Line 12 ................................................................................ A-14 Elevation Along Column Line 13…………………………………………………….A-15 Elevation Along Column Line D ................................................................................. A-16 Elevation Along Column Line E.................................................................................. A-17 Elevation Along Column Line E.3............................................................................... A-18 Elevation Along Column Line F.................................................................................. A-19 Elevation Along Column Line F.7............................................................................... A-20 Elevation Along Column Line G……………………………………..………… ....... A-21 Elevation Along Column Line H…………………..……………………………..…..A-22 A-2 June 2008 CRCF SEISMIC ANALYSIS – 2007 Seismic Input Ground Motions Document Identifier: 060-SYC-CR00-00800-000-00B A- 3 Attachment A: Floor Plan and Wall Elevations June 2008 CRCF SEISMIC ANALYSIS – 2007 Seismic Input Ground Motions Document Identifier: 060-SYC-CR00-00800-000-00B A- 4 Attachment A: Floor Plan and Wall Elevations June 2008 CRCF SEISMIC ANALYSIS – 2007 Seismic Input Ground Motions Document Identifier: 060-SYC-CR00-00800-000-00B A- 5 Attachment A: Floor Plan and Wall Elevations June 2008 CRCF SEISMIC ANALYSIS – 2007 Seismic Input Ground Motions Document Identifier: 060-SYC-CR00-00800-000-00B A- 6 Attachment A: Floor Plan and Wall Elevations June 2008 CRCF SEISMIC ANALYSIS – 2007 Seismic Input Ground Motions Document Identifier: 060-SYC-CR00-00800-000-00B A- 7 Attachment A: Floor Plan and Wall Elevations June 2008 CRCF SEISMIC ANALYSIS – 2007 Seismic Input Ground Motions Document Identifier: 060-SYC-CR00-00800-000-00B A- 8 Attachment A: Floor Plan and Wall Elevations June 2008 CRCF SEISMIC ANALYSIS – 2007 Seismic Input Ground Motions Document Identifier: 060-SYC-CR00-00800-000-00B A- 9 Attachment A: Floor Plan and Wall Elevations June 2008 CRCF SEISMIC ANALYSIS – 2007 Seismic Input Ground Motions Document Identifier: 060-SYC-CR00-00800-000-00B A - 10 Attachment A: Floor Plan and Wall Elevations June 2008 CRCF SEISMIC ANALYSIS – 2007 Seismic Input Ground Motions Document Identifier: 060-SYC-CR00-00800-000-00B A - 11 Attachment A: Floor Plan and Wall Elevations June 2008 CRCF SEISMIC ANALYSIS – 2007 Seismic Input Ground Motions Document Identifier: 060-SYC-CR00-00800-000-00B A - 12 Attachment A: Floor Plan and Wall Elevations June 2008 CRCF SEISMIC ANALYSIS – 2007 Seismic Input Ground Motions Document Identifier: 060-SYC-CR00-00800-000-00B A - 13 Attachment A: Floor Plan and Wall Elevations June 2008 CRCF SEISMIC ANALYSIS – 2007 Seismic Input Ground Motions Document Identifier: 060-SYC-CR00-00800-000-00B A - 14 Attachment A: Floor Plan and Wall Elevations June 2008 CRCF SEISMIC ANALYSIS – 2007 Seismic Input Ground Motions Document Identifier: 060-SYC-CR00-00800-000-00B A - 15 Attachment A: Floor Plan and Wall Elevations June 2008 CRCF SEISMIC ANALYSIS – 2007 Seismic Input Ground Motions Document Identifier: 060-SYC-CR00-00800-000-00B A - 16 Attachment A: Floor Plan and Wall Elevations June 2008 CRCF SEISMIC ANALYSIS – 2007 Seismic Input Ground Motions Document Identifier: 060-SYC-CR00-00800-000-00B A - 17 Attachment A: Floor Plan and Wall Elevations June 2008 CRCF SEISMIC ANALYSIS – 2007 Seismic Input Ground Motions Document Identifier: 060-SYC-CR00-00800-000-00B A - 18 Attachment A: Floor Plan and Wall Elevations June 2008 CRCF SEISMIC ANALYSIS – 2007 Seismic Input Ground Motions Document Identifier: 060-SYC-CR00-00800-000-00B A - 19 Attachment A: Floor Plan and Wall Elevations June 2008 CRCF SEISMIC ANALYSIS – 2007 Seismic Input Ground Motions Document Identifier: 060-SYC-CR00-00800-000-00B A - 20 Attachment A: Floor Plan and Wall Elevations June 2008 CRCF SEISMIC ANALYSIS – 2007 Seismic Input Ground Motions Document Identifier: 060-SYC-CR00-00800-000-00B A - 21 Attachment A: Floor Plan and Wall Elevations June 2008 CRCF SEISMIC ANALYSIS – 2007 Seismic Input Ground Motions Document Identifier: 060-SYC-CR00-00800-000-00B A - 22 Attachment A: Floor Plan and Wall Elevations June 2008 CRCF Seismic Analysis – 2007 Seismic Input Ground Motions 060-SYC-CR00-00800-000-00B ATTACHMENT B SAP2000 Stick Model Input B-1 June 2008 CRCF Seismic Analysis - 2007 Seismic Input Ground Motions Attachment B: SAP2000 Stick Model Input Document ID: 060-SYC-CR00-00800-000-00B Project Information Item Data Text Text Company Name Bechtel SAIC Company Client Name DOE Project Name Yucca Mountain Project Project Number Model Name CRCF SAP2000 Model Description Stick Model Revision Number 00A Frame Type Engineer G.Rao Checker T.Eiler Supervisor M.Denlinger Issue Code Design Code B-2 June 2008 CRCF Seismic Analysis - 2007 Seismic Input Ground Motions Attachment B: SAP2000 Stick Model Input Document ID: 060-SYC-CR00-00800-000-00B TABLE: B1 Program Control rogramNam Version ProgLevel CurrUnits Text Text Text Text SAP2000 9.1.4 Advanced Kip, ft, F B-3 June 2008 CRCF Seismic Analysis - 2007 Seismic Input Ground Motions Attachment B: SAP2000 Stick Model Input TABLE: B2 Material Properties 01 - General Material Type DesignType UnitMass UnitWeight Text Text Text Kip-s2/ft4 Kip/ft3 5ksiconc Isotropic None 3.11E-11 1E-09 Document ID: 060-SYC-CR00-00800-000-00B E U Kip/ft2 Unitless 617302 0.17 A 1/F 1 E = Modulus of Elasticity Section 4.2.11.6.6 Ref. 2.2.2 U = Poisons Ratio Section 4.2.11.6.6 Ref. 2.2.2 A = Coefficient of thermal expansion (1) The weight of concrete has already been considered in mass properties calculation, (Ref. 2.2.6) therefore, the material property,5ksiconc,will be assigned anextremely small value of unit mass. B-4 June 2008 CRCF Seismic Analysis - 2007 Seismic Input Ground Motions Attachment B: SAP2000 Stick Model Input TABLE: B3 Joint Coordinates ( See Attachment A) Joint CoordSys CoordType XorR Y Text Text Text ft ft 1 GLOBAL Cartesian 101 0 2 GLOBAL Cartesian 217 0 3 GLOBAL Cartesian 299.67 0 4 GLOBAL Cartesian 343.54 0 5 GLOBAL Cartesian 29.42 82 6 GLOBAL Cartesian 95.5 82 7 GLOBAL Cartesian 199.92 82 8 GLOBAL Cartesian 271 82 9 GLOBAL Cartesian 324 82 11 GLOBAL Cartesian 389 82 12 GLOBAL Cartesian 195 97 13 GLOBAL Cartesian 271 97 14 GLOBAL Cartesian 195 129 15 GLOBAL Cartesian 271 129 16 GLOBAL Cartesian 195 161 17 GLOBAL Cartesian 271 161 18 GLOBAL Cartesian 29.42 176 19 GLOBAL Cartesian 95.5 176 20 GLOBAL Cartesian 199.84 176 21 GLOBAL Cartesian 271 176 22 GLOBAL Cartesian 337.5 176 23 GLOBAL Cartesian 393.5 176 24 GLOBAL Cartesian 91.57 258 25 GLOBAL Cartesian 148.5 258 26 GLOBAL Cartesian 212 258 27 GLOBAL Cartesian 279 258 28 GLOBAL Cartesian 336.5 258 29 GLOBAL Cartesian 0 90.75 30 GLOBAL Cartesian 0 129 31 GLOBAL Cartesian 0 167.25 32 GLOBAL Cartesian 49 36.09 33 GLOBAL Cartesian 49 90.75 34 GLOBAL Cartesian 49 129 35 GLOBAL Cartesian 49 167.25 36 GLOBAL Cartesian 49 221.92 37 GLOBAL Cartesian 111 47 38 GLOBAL Cartesian 111 211 39 GLOBAL Cartesian 137 89.5 40 GLOBAL Cartesian 137 129 41 GLOBAL Cartesian 137 168.5 42 GLOBAL Cartesian 153 34 43 GLOBAL Cartesian 153 89.75 44 GLOBAL Cartesian 153 168.25 45 GLOBAL Cartesian 153 224 46 GLOBAL Cartesian 193 41 47 GLOBAL Cartesian 193 87.5 48 GLOBAL Cartesian 193 170.5 49 GLOBAL Cartesian 193 217 50 GLOBAL Cartesian 237 89.5 B-5 Document ID: 060-SYC-CR00-00800-000-00B Z ft 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 GlobalX ft 101 217 299.67 343.54 29.42 95.5 199.92 271 324 389 195 271 195 271 195 271 29.42 95.5 199.84 271 337.5 393.5 91.57 148.5 212 279 336.5 0 0 0 49 49 49 49 49 111 111 137 137 137 153 153 153 153 193 193 193 193 237 GlobalY ft 0 0 0 0 82 82 82 82 82 82 97 97 129 129 161 161 176 176 176 176 176 176 258 258 258 258 258 90.75 129 167.25 36.09 90.75 129 167.25 221.92 47 211 89.5 129 168.5 34 89.75 168.25 224 41 87.5 170.5 217 89.5 GlobalZ ft 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 June 2008 CRCF Seismic Analysis - 2007 Seismic Input Ground Motions Attachment B: SAP2000 Stick Model Input TABLE: B3 Joint Coordinates ( See Attachment A) Joint CoordSysCoordType XorR Y Text Text Text ft ft 51 GLOBAL Cartesian 237 168.5 52 GLOBAL Cartesian 255 41 53 GLOBAL Cartesian 255 89.5 54 GLOBAL Cartesian 255 168.5 55 GLOBAL Cartesian 255 217 56 GLOBAL Cartesian 287 34.5 57 GLOBAL Cartesian 287 84.5 58 GLOBAL Cartesian 287 173.5 59 GLOBAL Cartesian 287 223.5 60 GLOBAL Cartesian 340 47 61 GLOBAL Cartesian 340 207.75 62 GLOBAL Cartesian 340 253 63 GLOBAL Cartesian 376 36.09 64 GLOBAL Cartesian 376 89.82 65 GLOBAL Cartesian 376 168.2 66 GLOBAL Cartesian 376 221.92 67 GLOBAL Cartesian 419 89.82 68 GLOBAL Cartesian 419 168.2 98 GLOBAL Cartesian 212 129 99 GLOBAL Cartesian 211.53 129 101 GLOBAL Cartesian 101 0 102 GLOBAL Cartesian 217 0 103 GLOBAL Cartesian 199 0 104 GLOBAL Cartesian 299.67 0 105 GLOBAL Cartesian 343.54 0 106 GLOBAL Cartesian 324 82 107 GLOBAL Cartesian 333 82 108 GLOBAL Cartesian 91.57 258 109 GLOBAL Cartesian 212 258 110 GLOBAL Cartesian 212.5 258 111 GLOBAL Cartesian 279 258 112 GLOBAL Cartesian 336.5 258 113 GLOBAL Cartesian 49 36.09 114 GLOBAL Cartesian 49 49.75 115 GLOBAL Cartesian 49 90.75 116 GLOBAL Cartesian 49 167.25 117 GLOBAL Cartesian 49 208.25 118 GLOBAL Cartesian 49 221.92 119 GLOBAL Cartesian 111 41 120 GLOBAL Cartesian 111 47 121 GLOBAL Cartesian 111 211 122 GLOBAL Cartesian 111 217 123 GLOBAL Cartesian 153 34 124 GLOBAL Cartesian 153 49.75 125 GLOBAL Cartesian 153 89.75 126 GLOBAL Cartesian 153 168.25 127 GLOBAL Cartesian 153 208.25 128 GLOBAL Cartesian 153 224 129 GLOBAL Cartesian 193 41 B-6 Document ID: 060-SYC-CR00-00800-000-00B Z ft 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -3 -3 12 12 12 12 12 22 22 12 12 12 12 12 8 8 8 8 8 8 10 10 10 10 10 10 10 10 10 10 10 GlobalX ft 237 255 255 255 255 287 287 287 287 340 340 340 376 376 376 376 419 419 212 211.53 101 217 199 299.67 343.54 324 333 91.57 212 212.5 279 336.5 49 49 49 49 49 49 111 111 111 111 153 153 153 153 153 153 193 GlobalY ft 168.5 41 89.5 168.5 217 34.5 84.5 173.5 223.5 47 207.75 253 36.09 89.82 168.2 221.92 89.82 168.2 129 129 0 0 0 0 0 82 82 258 258 258 258 258 36.09 49.75 90.75 167.25 208.25 221.92 41 47 211 217 34 49.75 89.75 168.25 208.25 224 41 GlobalZ ft 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -3 -3 12 12 12 12 12 22 22 12 12 12 12 12 8 8 8 8 8 8 10 10 10 10 10 10 10 10 10 10 10 June 2008 CRCF Seismic Analysis - 2007 Seismic Input Ground Motions Attachment B: SAP2000 Stick Model Input TABLE: B3 Joint Coordinates ( See Attachment A) Joint CoordSysCoordType XorR Y Text Text Text ft ft 130 GLOBAL Cartesian 193 46.5 131 GLOBAL Cartesian 193 87.5 132 GLOBAL Cartesian 193 170.5 133 GLOBAL Cartesian 193 211.5 134 GLOBAL Cartesian 193 217 135 GLOBAL Cartesian 255 41 136 GLOBAL Cartesian 255 48.5 137 GLOBAL Cartesian 255 89.5 138 GLOBAL Cartesian 255 168.5 139 GLOBAL Cartesian 255 209.5 140 GLOBAL Cartesian 255 217 141 GLOBAL Cartesian 287 34.5 142 GLOBAL Cartesian 287 48.5 143 GLOBAL Cartesian 287 84.5 144 GLOBAL Cartesian 287 173.5 145 GLOBAL Cartesian 287 209.5 146 GLOBAL Cartesian 287 223.5 147 GLOBAL Cartesian 340 41 148 GLOBAL Cartesian 340 47 149 GLOBAL Cartesian 340 207.75 150 GLOBAL Cartesian 340 217 151 GLOBAL Cartesian 340 253 152 GLOBAL Cartesian 376 36.09 153 GLOBAL Cartesian 376 48.82 154 GLOBAL Cartesian 376 89.82 155 GLOBAL Cartesian 376 168.2 156 GLOBAL Cartesian 376 209.2 157 GLOBAL Cartesian 376 221.92 158 GLOBAL Cartesian 148.5 258 201 GLOBAL Cartesian 199 0 202 GLOBAL Cartesian 29.42 82 203 GLOBAL Cartesian 95.5 82 204 GLOBAL Cartesian 95.29 82 205 GLOBAL Cartesian 180.13 82 206 GLOBAL Cartesian 199.92 82 207 GLOBAL Cartesian 271 82 208 GLOBAL Cartesian 338.25 82 209 GLOBAL Cartesian 333 82 210 GLOBAL Cartesian 389 82 211 GLOBAL Cartesian 195 97 212 GLOBAL Cartesian 271 97 213 GLOBAL Cartesian 195 129 214 GLOBAL Cartesian 271 129 215 GLOBAL Cartesian 195 161 216 GLOBAL Cartesian 271 161 217 GLOBAL Cartesian 29.42 176 218 GLOBAL Cartesian 95.5 176 219 GLOBAL Cartesian 95.29 176 220 GLOBAL Cartesian 180.08 176 B-7 Document ID: 060-SYC-CR00-00800-000-00B Z ft 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 8 8 8 8 8 8 12 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 GlobalX ft 193 193 193 193 193 255 255 255 255 255 255 287 287 287 287 287 287 340 340 340 340 340 376 376 376 376 376 376 148.5 199 29.42 95.5 95.29 180.13 199.92 271 338.25 333 389 195 271 195 271 195 271 29.42 95.5 95.29 180.08 GlobalY ft 46.5 87.5 170.5 211.5 217 41 48.5 89.5 168.5 209.5 217 34.5 48.5 84.5 173.5 209.5 223.5 41 47 207.75 217 253 36.09 48.82 89.82 168.2 209.2 221.92 258 0 82 82 82 82 82 82 82 82 82 97 97 129 129 161 161 176 176 176 176 GlobalZ ft 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 8 8 8 8 8 8 12 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 June 2008 CRCF Seismic Analysis - 2007 Seismic Input Ground Motions Attachment B: SAP2000 Stick Model Input TABLE: B3 Joint Coordinates ( See Attachment A) Joint CoordSysCoordType XorR Y Text Text Text ft ft 221 GLOBAL Cartesian 199.84 176 222 GLOBAL Cartesian 271 176 223 GLOBAL Cartesian 338.25 176 224 GLOBAL Cartesian 337.5 176 225 GLOBAL Cartesian 393.5 176 226 GLOBAL Cartesian 212.5 258 227 GLOBAL Cartesian 0 90.75 228 GLOBAL Cartesian 0 129 229 GLOBAL Cartesian 0 167.25 230 GLOBAL Cartesian 49 36.09 231 GLOBAL Cartesian 49 49.75 232 GLOBAL Cartesian 49 129 233 GLOBAL Cartesian 49 129 234 GLOBAL Cartesian 49 208.25 235 GLOBAL Cartesian 49 221.92 236 GLOBAL Cartesian 111 41 237 GLOBAL Cartesian 111 47 238 GLOBAL Cartesian 111 211 239 GLOBAL Cartesian 111 217 240 GLOBAL Cartesian 137 89.5 241 GLOBAL Cartesian 137 129 242 GLOBAL Cartesian 137 129 243 GLOBAL Cartesian 137 168.5 244 GLOBAL Cartesian 153 42.09 245 GLOBAL Cartesian 153 49.75 246 GLOBAL Cartesian 153 129 247 GLOBAL Cartesian 153 208.25 248 GLOBAL Cartesian 153 215.92 249 GLOBAL Cartesian 193 15.84 250 GLOBAL Cartesian 193 50.84 251 GLOBAL Cartesian 193 46.5 252 GLOBAL Cartesian 193 129 253 GLOBAL Cartesian 193 207.17 254 GLOBAL Cartesian 193 211.5 255 GLOBAL Cartesian 193 242.17 256 GLOBAL Cartesian 237 89.5 257 GLOBAL Cartesian 237 168.5 258 GLOBAL Cartesian 255 48.5 259 GLOBAL Cartesian 255 209.5 260 GLOBAL Cartesian 287 48.5 261 GLOBAL Cartesian 287 129 262 GLOBAL Cartesian 287 209.5 263 GLOBAL Cartesian 340 41 264 GLOBAL Cartesian 340 217 265 GLOBAL Cartesian 376 36.09 266 GLOBAL Cartesian 376 48.82 267 GLOBAL Cartesian 376 129 268 GLOBAL Cartesian 376 209.2 269 GLOBAL Cartesian 376 221.92 B-8 Document ID: 060-SYC-CR00-00800-000-00B Z ft 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 GlobalX ft 199.84 271 338.25 337.5 393.5 212.5 0 0 0 49 49 49 49 49 49 111 111 111 111 137 137 137 137 153 153 153 153 153 193 193 193 193 193 193 193 237 237 255 255 287 287 287 340 340 376 376 376 376 376 GlobalY ft 176 176 176 176 176 258 90.75 129 167.25 36.09 49.75 129 129 208.25 221.92 41 47 211 217 89.5 129 129 168.5 42.09 49.75 129 208.25 215.92 15.84 50.84 46.5 129 207.17 211.5 242.17 89.5 168.5 48.5 209.5 48.5 129 209.5 41 217 36.09 48.82 129 209.2 221.92 GlobalZ ft 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 June 2008 CRCF Seismic Analysis - 2007 Seismic Input Ground Motions Attachment B: SAP2000 Stick Model Input TABLE: B3 Joint Coordinates ( See Attachment A) Joint CoordSysCoordType XorR Y Text Text Text ft ft 270 GLOBAL Cartesian 419 89.82 271 GLOBAL Cartesian 419 168.2 273 GLOBAL Cartesian 101 0 274 GLOBAL Cartesian 277.5 0 275 GLOBAL Cartesian 101 258 276 GLOBAL Cartesian 228 258 277 GLOBAL Cartesian 336.5 258 299 GLOBAL Cartesian 211.3 129 301 GLOBAL Cartesian 101 0 302 GLOBAL Cartesian 212.5 0 303 GLOBAL Cartesian 277.5 0 304 GLOBAL Cartesian 95.29 82 305 GLOBAL Cartesian 121 82 306 GLOBAL Cartesian 180.13 82 307 GLOBAL Cartesian 331.5 82 308 GLOBAL Cartesian 338.25 82 309 GLOBAL Cartesian 95.29 176 310 GLOBAL Cartesian 121 176 311 GLOBAL Cartesian 180.08 176 312 GLOBAL Cartesian 331.5 176 313 GLOBAL Cartesian 338.25 176 314 GLOBAL Cartesian 101 258 315 GLOBAL Cartesian 212.5 258 316 GLOBAL Cartesian 228 258 317 GLOBAL Cartesian 336.5 258 318 GLOBAL Cartesian 49 36.09 319 GLOBAL Cartesian 49 129 320 GLOBAL Cartesian 49 129 321 GLOBAL Cartesian 49 221.92 322 GLOBAL Cartesian 111 41 323 GLOBAL Cartesian 111 47 324 GLOBAL Cartesian 111 211 325 GLOBAL Cartesian 111 217 326 GLOBAL Cartesian 153 42.09 327 GLOBAL Cartesian 153 129 328 GLOBAL Cartesian 153 129 329 GLOBAL Cartesian 153 215.92 330 GLOBAL Cartesian 193 15.84 331 GLOBAL Cartesian 193 50.84 332 GLOBAL Cartesian 193 129 333 GLOBAL Cartesian 193 129 334 GLOBAL Cartesian 193 207.17 335 GLOBAL Cartesian 193 242.17 336 GLOBAL Cartesian 287 129 337 GLOBAL Cartesian 287 129 338 GLOBAL Cartesian 376 36.09 339 GLOBAL Cartesian 376 129 340 GLOBAL Cartesian 376 129 341 GLOBAL Cartesian 376 221.92 B-9 Document ID: 060-SYC-CR00-00800-000-00B Z ft 32 32 32 32 32 32 32 32 44 44 44 44 44 44 44 44 44 44 44 44 44 44 44 44 44 40 40 40 40 42 42 42 42 42 42 42 42 42 42 42 42 42 42 42 42 40 40 40 40 GlobalX ft 419 419 101 277.5 101 228 336.5 211.3 101 212.5 277.5 95.29 121 180.13 331.5 338.25 95.29 121 180.08 331.5 338.25 101 212.5 228 336.5 49 49 49 49 111 111 111 111 153 153 153 153 193 193 193 193 193 193 287 287 376 376 376 376 GlobalY ft 89.82 168.2 0 0 258 258 258 129 0 0 0 82 82 82 82 82 176 176 176 176 176 258 258 258 258 36.09 129 129 221.92 41 47 211 217 42.09 129 129 215.92 15.84 50.84 129 129 207.17 242.17 129 129 36.09 129 129 221.92 GlobalZ ft 32 32 32 32 32 32 32 32 44 44 44 44 44 44 44 44 44 44 44 44 44 44 44 44 44 40 40 40 40 42 42 42 42 42 42 42 42 42 42 42 42 42 42 42 42 40 40 40 40 June 2008 CRCF Seismic Analysis - 2007 Seismic Input Ground Motions Attachment B: SAP2000 Stick Model Input TABLE: B3 Joint Coordinates ( See Attachment A) Joint CoordSysCoordType XorR Y Text Text Text ft ft 401 GLOBAL Cartesian 212.5 0 402 GLOBAL Cartesian 240 0 403 GLOBAL Cartesian 121 82 404 GLOBAL Cartesian 173 82 405 GLOBAL Cartesian 331.5 82 406 GLOBAL Cartesian 331.5 82 407 GLOBAL Cartesian 121 176 408 GLOBAL Cartesian 173 176 409 GLOBAL Cartesian 331.5 176 410 GLOBAL Cartesian 331.5 176 411 GLOBAL Cartesian 212.5 258 412 GLOBAL Cartesian 240 258 413 GLOBAL Cartesian 49 129 414 GLOBAL Cartesian 111 41 415 GLOBAL Cartesian 111 217 416 GLOBAL Cartesian 137 129 417 GLOBAL Cartesian 153 129 418 GLOBAL Cartesian 193 128.98 419 GLOBAL Cartesian 193 129 420 GLOBAL Cartesian 287 129 421 GLOBAL Cartesian 287 129 422 GLOBAL Cartesian 376 129 423 GLOBAL Cartesian 376 129 499 GLOBAL Cartesian 203.58 133.99 501 GLOBAL Cartesian 307 82 502 GLOBAL Cartesian 331.5 82 503 GLOBAL Cartesian 307 176 504 GLOBAL Cartesian 331.5 176 505 GLOBAL Cartesian 193 128.98 506 GLOBAL Cartesian 193 129 507 GLOBAL Cartesian 287 129 508 GLOBAL Cartesian 287 129 509 GLOBAL Cartesian 376 129 599 GLOBAL Cartesian 335.03 129 601 GLOBAL Cartesian 240 0 602 GLOBAL Cartesian 173 82 603 GLOBAL Cartesian 307 82 604 GLOBAL Cartesian 173 176 605 GLOBAL Cartesian 307 176 606 GLOBAL Cartesian 193 129 607 GLOBAL Cartesian 287 129 608 GLOBAL Cartesian 240 258 699 GLOBAL Cartesian 240 129 B-10 Document ID: 060-SYC-CR00-00800-000-00B Z ft 64 64 64 64 64 64 64 64 64 64 64 64 64 64 64 64 64 64 64 64 64 64 64 64 72 72 72 72 72 72 72 72 72 72 100 100 100 100 100 100 100 100 100 GlobalX ft 212.5 240 121 173 331.5 331.5 121 173 331.5 331.5 212.5 240 49 111 111 137 153 193 193 287 287 376 376 206.82 307 331.5 307 331.5 193 193 287 287 376 335.03 240 173 307 173 307 193 287 240 240.0 GlobalY ft 0 0 82 82 82 82 176 176 176 176 258 258 129 41 217 129 129 128.98 129 129 129 129 129 120.7 82 82 176 176 128.98 129 129 129 129 129 0 82 82 176 176 129 129 258 129 GlobalZ ft 64 64 64 64 64 64 64 64 64 64 64 64 64 64 64 64 64 64 64 64 64 64 64 64 72 72 72 72 72 72 72 72 72 72 100 100 100 100 100 100 100 100 100 June 2008 CRCF Seismic Analysis - 2007 Seismic Input Ground Motions Attachment B: SAP2000 Stick Model Input TABLE: B4 Connectivity - Frame (Attachment A) Frame JointI JointJ IsCurved Length Text Text Text Yes/No ft 1A.1 31 229 No 32 1A.2 30 228 No 32 1A.3 29 227 No 32 2A.1 32 113 No 8 2A.2 33 115 No 8 2A.3 34 233 No 32 2A.4 35 116 No 8 2A.5 36 118 No 8 2A.6 114 231 No 24 2A.7 117 234 No 24 2B.1 230 318 No 8 2B.2 232 319 No 8 2B.3 235 321 No 8 2B.4 320 413 No 24 3A.1 37 120 No 10 3A.2 38 121 No 10 3A.3 119 236 No 22 122 239 No 22 3B.1 237 323 No 10 3B.2 238 324 No 10 3B.3 322 414 No 22 3B.4 325 415 No 22 4A.1 39 240 No 32 4A.2 40 242 No 32 4A.3 41 243 No 32 4B.1 241 416 No 32 5A.1 42 123 No 10 5A.2 43 125 No 10 5A.3 44 126 No 10 5A.4 45 128 No 10 5A.5 124 245 No 22 5A.6 127 247 No 22 5B.1 244 326 No 10 5B.2 246 327 No 10 5B.3 248 329 No 10 5B.4 328 417 No 22 6A.1 46 129 No 10 6A.2 47 131 No 10 6A.3 48 132 No 10 6A.4 49 134 No 10 6A.5 130 251 No 22 6A.6 133 254 No 22 6B.1 249 330 No 10 6B.2 250 331 No 10 6B.3 252 332 No 10 6B.4 253 334 No 10 6B.5 255 335 No 10 6B.6 333 419 No 22 6C.1 418 505 No 8 Document ID: 060-SYC-CR00-00800-000-00B CentroidX CentroidY CentroidZ ft ft ft 0 167.25 16 0 129 16 0 90.75 16 49 36.09 4 49 90.75 4 49 129 16 49 167.25 4 49 221.92 4 49 49.75 20 49 208.25 20 49 36.09 36 49 129 36 49 221.92 36 49 129 52 111 47 5 111 211 5 111 41 21 111 217 21 111 47 37 111 211 37 111 41 53 111 217 53 137 89.5 16 137 129 16 137 168.5 16 137 129 48 153 34 5 153 89.75 5 153 168.25 5 153 224 5 153 49.75 21 153 208.25 21 153 42.09 37 153 129 37 153 215.92 37 153 129 53 193 41 5 193 87.5 5 193 170.5 5 193 217 5 193 46.5 21 193 211.5 21 193 15.84 37 193 50.84 37 193 129 37 193 207.17 37 193 242.17 37 193 129 53 193 128.98 68 B-11 June 2008 CRCF Seismic Analysis - 2007 Seismic Input Ground Motions Attachment B: SAP2000 Stick Model Input TABLE: B4 Connectivity - Frame (Attachment A) Frame JointI JointJ IsCurved Length Text Text Text Yes/No ft 6C.2 506 606 No 28 7A.1 50 256 No 32 7A.2 51 257 No 32 8A.1 52 135 No 10 8A.2 53 137 No 10 8A.3 54 138 No 10 8A.4 55 140 No 10 8A.5 136 258 No 22 8A.6 139 259 No 22 9A.1 56 141 No 10 9A.2 57 143 No 10 9A.3 58 144 No 10 9A.4 59 146 No 10 9A.5 142 260 No 22 9A.6 145 262 No 22 9B.1 261 337 No 10 9B.2 336 420 No 22 9C.1 421 508 No 8 9C.2 507 607 No 28 D1.1 24 108 No 12 D1.2 25 158 No 12 D1.3 26 109 No 12 D1.4 27 111 No 12 D1.5 28 112 No 12 D1.6 110 226 No 20 D2.1 275 314 No 12 D2.2 276 316 No 12 D2.3 277 317 No 12 D2.4 315 411 No 20 D3.1 412 608 No 36 E1.1 18 217 No 32 E1.2 19 218 No 32 E1.3 20 221 No 32 E1.4 21 222 No 32 E1.5 22 224 No 32 E1.6 23 225 No 32 E2.1 219 309 No 12 E2.2 220 311 No 12 E2.3 223 313 No 12 E2.4 310 407 No 20 E2.5 312 409 No 20 E3.1 410 504 No 8 E3.2 408 604 No 36 E3.3 503 605 No 28 F1.1 14 213 No 32 F1.2 15 214 No 32 F7.1 12 211 No 32 F7.2 13 212 No 32 G1.1 5 202 No 32 Document ID: 060-SYC-CR00-00800-000-00B CentroidX CentroidY CentroidZ ft ft ft 193 129 86 237 89.5 16 237 168.5 16 255 41 5 255 89.5 5 255 168.5 5 255 217 5 255 48.5 21 255 209.5 21 287 34.5 5 287 84.5 5 287 173.5 5 287 223.5 5 287 48.5 21 287 209.5 21 287 129 37 287 129 53 287 129 68 287 129 86 91.57 258 6 148.5 258 6 212 258 6 279 258 6 336.5 258 6 212.5 258 22 101 258 38 228 258 38 336.5 258 38 212.5 258 54 240 258 82 29.42 176 16 95.5 176 16 199.84 176 16 271 176 16 337.5 176 16 393.5 176 16 95.29 176 38 180.08 176 38 338.25 176 38 121 176 54 331.5 176 54 331.5 176 68 173 176 82 307 176 86 195 129 16 271 129 16 195 97 16 271 97 16 29.42 82 16 B-12 June 2008 CRCF Seismic Analysis - 2007 Seismic Input Ground Motions Attachment B: SAP2000 Stick Model Input TABLE: B4 Connectivity - Frame (Attachment A) Frame JointI JointJ IsCurved Length Text Text Text Yes/No ft G1.2 6 203 No 32 G1.3 7 206 No 32 G1.4 8 207 No 32 G1.5 9 106 No 22 G1.7 11 210 No 32 G1.8 107 209 No 10 G2.1 204 304 No 12 G2.2 205 306 No 12 G2.3 208 308 No 12 G2.4 305 403 No 20 G2.5 307 405 No 20 G3.1 406 502 No 8 G3.2 501 603 No 28 G3.3 404 602 No 36 12 H1.1 1 101 No H1.2 2 102 No 12 H1.3 3 104 No 12 H1.4 4 105 No 12 H1.5 103 201 No 20 H2.1 273 301 No 12 H2.2 274 303 No 12 H2.3 302 401 No 20 H3.1 402 601 No 36 11A.1 60 148 No 10 11A.2 61 149 No 10 11A.3 62 151 No 10 11A.4 147 263 No 22 11A.5 150 264 No 22 12A.1 63 152 No 8 12A.2 64 154 No 8 12A.3 65 155 No 8 12A.4 66 157 No 8 12A.5 153 266 No 24 12A.6 156 268 No 24 12B.1 265 338 No 8 12B.2 267 340 No 8 12B.3 269 341 No 8 12B.4 339 422 No 24 12C.1 423 509 No 8 13A.1 67 270 No 32 13A.2 68 271 No 32 E31.1 16 215 No 32 E31.2 17 216 No 32 Document ID: 060-SYC-CR00-00800-000-00B CentroidX CentroidY CentroidZ ft ft ft 95.5 82 16 199.92 82 16 271 82 16 324 82 11 389 82 16 333 82 27 95.29 82 38 180.13 82 38 338.25 82 38 121 82 54 331.5 82 54 331.5 82 68 307 82 86 173 82 82 101 0 6 217 0 6 299.67 0 6 343.54 0 6 199 0 22 101 0 38 277.5 0 38 212.5 0 54 240 0 82 340 47 5 340 207.75 5 340 253 5 340 41 21 340 217 21 376 36.09 4 376 89.82 4 376 168.2 4 376 221.92 4 376 48.82 20 376 209.2 20 376 36.09 36 376 129 36 376 221.92 36 376 129 52 376 129 68 419 89.82 16 419 168.2 16 195 161 16 271 161 16 B-13 June 2008 CRCF Seismic Analysis - 2007 Seismic Input Ground Motions Attachment B: SAP2000 Stick Model Input Document ID: 060-SYC-CR00-00800-000-00B TABLE: B5 Frame Local Axes Assignments 1 - Typical (Attachment A ) Frame Angle MirrorAbt2 MirrorAbt3 AdvanceAxes Text Degrees Yes/No Yes/No Yes/No 1A.1 90 No No No 1A.2 90 No No No 1A.3 90 No No No 2A.1 90 No No No 2A.2 90 No No No 2A.3 90 No No No 2A.4 90 No No No 2A.5 90 No No No 2A.6 90 No No No 2A.7 90 No No No 2B.1 90 No No No 2B.2 90 No No No 2B.3 90 No No No 2B.4 90 No No No 3A.1 90 No No No 3A.2 90 No No No 3A.3 90 No No No 90 No No No 3B.1 90 No No No 3B.2 90 No No No 3B.3 90 No No No 3B.4 90 No No No 4A.1 90 No No No 4A.2 90 No No No 4A.3 90 No No No 4B.1 90 No No No 5A.1 90 No No No 5A.2 90 No No No 5A.3 90 No No No 5A.4 90 No No No 5A.5 90 No No No 5A.6 90 No No No 5B.1 90 No No No 5B.2 90 No No No 5B.3 90 No No No 5B.4 90 No No No 6A.1 90 No No No 6A.2 90 No No No 6A.3 90 No No No 6A.4 90 No No No 6A.5 90 No No No 6A.6 90 No No No 6B.1 90 No No No 6B.2 90 No No No 6B.3 90 No No No 6B.4 90 No No No 6B.5 90 No No No 6B.6 90 No No No 6C.1 90 No No No B-14 June 2008 CRCF Seismic Analysis - 2007 Seismic Input Ground Motions Attachment B: SAP2000 Stick Model Input Document ID: 060-SYC-CR00-00800-000-00B TABLE: B5 Frame Local Axes Assignments 1 - Typical (Attachment A ) Frame Angle MirrorAbt2 MirrorAbt3 AdvanceAxes Text Degrees Yes/No Yes/No Yes/No 6C.2 90 No No No 7A.1 90 No No No 7A.2 90 No No No 8A.1 90 No No No 8A.2 90 No No No 8A.3 90 No No No 8A.4 90 No No No 8A.5 90 No No No 8A.6 90 No No No 9A.1 90 No No No 9A.2 90 No No No 9A.3 90 No No No 9A.4 90 No No No 9A.5 90 No No No 9A.6 90 No No No 9B.1 90 No No No 9B.2 90 No No No 9C.1 90 No No No 9C.2 90 No No No 11A.1 90 No No No 11A.2 90 No No No 11A.3 90 No No No 11A.4 90 No No No No No 11A.5 90 No 12A.1 90 No No No 12A.2 90 No No No 12A.3 90 No No No 12A.4 90 No No No 12A.5 90 No No No 12A.6 90 No No No 12B.1 90 No No No 12B.2 90 No No No 12B.3 90 No No No 12B.4 90 No No No 12C.1 90 No No No 13A.1 90 No No No 13A.2 90 No No No B-15 ` June 2008 CRCF Seismic Analysis - 2007 Seismic Input Ground Motions Attachment B: SAP2000 Stick Model Input TABLE:B6 Frame Section Assignments ( Ref. 2.2.8 Table 1) Frame SectionType AutoSelect AnalSect DesignSect Text Text Text Text Text 1A.1 General N.A. 1A.1 N.A. 1A.2 General N.A. 1A.2 N.A. 1A.3 General N.A. 1A.3 N.A. 2A.1 General N.A. 2A.1 N.A. 2A.2 General N.A. 2A.2 N.A. 2A.3 General N.A. 2A.3 N.A. 2A.4 General N.A. 2A.4 N.A. 2A.5 General N.A. 2A.5 N.A. 2A.6 General N.A. 2A.6 N.A. 2A.7 General N.A. 2A.7 N.A. 2B.1 General N.A. 2B.1 N.A. 2B.2 General N.A. 2B.2 N.A. 2B.3 General N.A. 2B.3 N.A. 2B.4 General N.A. 2B.4 N.A. 3A.1 General N.A. 3A.1 N.A. 3A.2 General N.A. 3A.2 N.A. 3A.3 General N.A. 3A.3 N.A. General N.A. 3A.4 N.A. 3B.1 General N.A. 3B.1 N.A. 3B.2 General N.A. 3B.2 N.A. 3B.3 General N.A. 3B.3 N.A. 3B.4 General N.A. 3B.4 N.A. 4A.1 General N.A. 4A.1 N.A. 4A.2 General N.A. 4A.2 N.A. 4A.3 General N.A. 4A.3 N.A. 4B.1 General N.A. 4B.1 N.A. 5A.1 General N.A. 5A.1 N.A. 5A.2 General N.A. 5A.2 N.A. 5A.3 General N.A. 5A.3 N.A. 5A.4 General N.A. 5A.4 N.A. 5A.5 General N.A. 5A.5 N.A. 5A.6 General N.A. 5A.6 N.A. 5B.1 General N.A. 5B.1 N.A. 5B.2 General N.A. 5B.2 N.A. 5B.3 General N.A. 5B.3 N.A. 5B.4 General N.A. 5B.4 N.A. 6A.1 General N.A. 6A.1 N.A. 6A.2 General N.A. 6A.2 N.A. 6A.3 General N.A. 6A.3 N.A. 6A.4 General N.A. 6A.4 N.A. 6A.5 General N.A. 6A.5 N.A. 6A.6 General N.A. 6A.6 N.A. 6B.1 General N.A. 6B.1 N.A. 6B.2 General N.A. 6B.2 N.A. 6B.3 General N.A. 6B.3 N.A. 6B.4 General N.A. 6B.4 N.A. 6B.5 General N.A. 6B.5 N.A. 6B.6 General N.A. 6B.6 N.A. 6C.1 General N.A. 6C.1 N.A. B-16 Document ID: 060-SYC-CR00-00800-000-00B MatProp Text Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default June 2008 CRCF Seismic Analysis - 2007 Seismic Input Ground Motions Attachment B: SAP2000 Stick Model Input TABLE:B6 Frame Section Assignments ( Ref. 2.2.8 Table 1) Frame SectionType AutoSelect AnalSect DesignSect Text Text Text Text Text 6C.2 General N.A. 6C.2 N.A. 7A.1 General N.A. 7A.1 N.A. 7A.2 General N.A. 7A.2 N.A. 8A.1 General N.A. 8A.1 N.A. 8A.2 General N.A. 8A.2 N.A. 8A.3 General N.A. 8A.3 N.A. 8A.4 General N.A. 8A.4 N.A. 8A.5 General N.A. 8A.5 N.A. 8A.6 General N.A. 8A.6 N.A. 9A.1 General N.A. 9A.1 N.A. 9A.2 General N.A. 9A.2 N.A. 9A.3 General N.A. 9A.3 N.A. 9A.4 General N.A. 9A.4 N.A. 9A.5 General N.A. 9A.5 N.A. 9A.6 General N.A. 9A.6 N.A. 9B.1 General N.A. 9B.1 N.A. 9B.2 General N.A. 9B.2 N.A. 9C.1 General N.A. 9C.1 N.A. 9C.2 General N.A. 9C.2 N.A. D1.1 General N.A. D1.1 N.A. D1.2 General N.A. D1.2 N.A. D1.3 General N.A. D1.3 N.A. D1.4 General N.A. D1.4 N.A. D1.5 General N.A. D1.5 N.A. D1.6 General N.A. D1.6 N.A. D2.1 General N.A. D2.1 N.A. D2.2 General N.A. D2.2 N.A. D2.3 General N.A. D2.3 N.A. D2.4 General N.A. D2.4 N.A. D3.1 General N.A. D3.1 N.A. E1.1 General N.A. E1.1 N.A. E1.2 General N.A. E1.2 N.A. E1.3 General N.A. E1.3 N.A. E1.4 General N.A. E1.4 N.A. E1.5 General N.A. E1.5 N.A. E1.6 General N.A. E1.6 N.A. E2.1 General N.A. E2.1 N.A. E2.2 General N.A. E2.2 N.A. E2.3 General N.A. E2.3 N.A. E2.4 General N.A. E2.4 N.A. E2.5 General N.A. E2.5 N.A. E3.1 General N.A. E3.1 N.A. E3.2 General N.A. E3.2 N.A. E3.3 General N.A. E3.3 N.A. F1.1 General N.A. F1.1 N.A. F1.2 General N.A. F1.2 N.A. F7.1 General N.A. F7.1 N.A. F7.2 General N.A. F7.2 N.A. G1.1 General N.A. G1.1 N.A. B-17 Document ID: 060-SYC-CR00-00800-000-00B MatProp Text Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default June 2008 CRCF Seismic Analysis - 2007 Seismic Input Ground Motions Attachment B: SAP2000 Stick Model Input TABLE:B6 Frame Section Assignments ( Ref. 2.2.8 Table 1) Frame SectionType AutoSelect AnalSect DesignSect Text Text Text Text Text G1.2 General N.A. G1.2 N.A. G1.3 General N.A. G1.3 N.A. G1.4 General N.A. G1.4 N.A. G1.5 General N.A. G1.5 N.A. G1.7 General N.A. G1.7 N.A. G1.8 General N.A. G1.8 N.A. G2.1 General N.A. G2.1 N.A. G2.2 General N.A. G2.2 N.A. G2.3 General N.A. G2.3 N.A. G2.4 General N.A. G2.4 N.A. G2.5 General N.A. G2.5 N.A. G3.1 General N.A. G3.1 N.A. G3.2 General N.A. G3.2 N.A. G3.3 General N.A. G3.3 N.A. H1.1 General N.A. H1.1 N.A. H1.2 General N.A. H1.2 N.A. H1.3 General N.A. H1.3 N.A. H1.4 General N.A. H1.4 N.A. H1.5 General N.A. H1.5 N.A. H2.1 General N.A. H2.1 N.A. H2.2 General N.A. H2.2 N.A. H2.3 General N.A. H2.3 N.A. H3.1 General N.A. H3.1 N.A. 11A.1 General N.A. 11A.1 N.A. 11A.2 General N.A. 11A.2 N.A. 11A.3 General N.A. 11A.3 N.A. 11A.4 General N.A. 11A.4 N.A. 11A.5 General N.A. 11A.5 N.A. 12A.1 General N.A. 12A.1 N.A. 12A.2 General N.A. 12A.2 N.A. 12A.3 General N.A. 12A.3 N.A. 12A.4 General N.A. 12A.4 N.A. 12A.5 General N.A. 12A.5 N.A. 12A.6 General N.A. 12A.6 N.A. 12B.1 General N.A. 12B.1 N.A. 12B.2 General N.A. 12B.2 N.A. 12B.3 General N.A. 12B.3 N.A. 12B.4 General N.A. 12B.4 N.A. 12C.1 General N.A. 12C.1 N.A. 13A.1 General N.A. 13A.1 N.A. 13A.2 General N.A. 13A.2 N.A. E31.1 General N.A. E31.1 N.A. E31.2 General N.A. E31.2 N.A. B-18 Document ID: 060-SYC-CR00-00800-000-00B MatProp Text Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default June 2008 CRCF Seismic Analysis - 2007 Seismic Input Ground Motions Attachment B: SAP2000 Stick Model Input Document ID: 060-SYC-CR00-00800-000-00B TABLE: B7 Frame Section Properties 01 - General ( Ref. 2.2.8 Table1) TorsConst I33 I22 Area SectionName Material Text Text ft2 ft4 ft4 ft4 11A.1 5ksiconc 148 197.33 67537.33 49.33 11A.2 5ksiconc 135 180 51257.81 45 11A.3 5ksiconc 28 37.33 457.33 9.33 11A.4 5ksiconc 172 229.33 106009.33 57.33 11A.5 5ksiconc 172 229.33 106009.33 57.33 12A.1 5ksiconc 304.68 1624.96 147309.45 406.24 12A.2 5ksiconc 78.52 418.77 2521.39 104.69 12A.3 5ksiconc 78.52 418.77 2521.39 104.69 12A.4 5ksiconc 304.68 1624.96 147309.45 406.24 12A.5 5ksiconc 406.52 2168.11 349900.47 542.03 12A.6 5ksiconc 406.52 2168.11 349900.47 542.03 12B.1 5ksiconc 304.68 1624.96 147309.45 406.24 12B.2 5ksiconc 392 2090.67 313730.67 522.67 12B.3 5ksiconc 304.68 1624.96 147309.45 406.24 12B.4 5ksiconc 1048 5589.33 5994909.33 1397.33 12C.1 5ksiconc 392 2090.67 313730.67 522.67 13A.1 5ksiconc 39.26 52.35 1260.69 13.09 5ksiconc 39.26 52.35 1260.69 13.09 1A.1 5ksiconc 43 57.33 1656.4 14.33 1A.2 5ksiconc 26 34.67 366.17 8.67 1A.3 5ksiconc 43 57.33 1656.4 14.33 2A.1 5ksiconc 304.68 1624.96 147309.45 406.24 2A.2 5ksiconc 86 458.67 3312.79 114.67 2A.3 5ksiconc 52 277.33 732.33 69.33 2A.4 5ksiconc 86 458.67 3312.79 114.67 2A.5 5ksiconc 304.68 1624.96 147309.45 406.24 2A.6 5ksiconc 414 2208 369572.63 552 2A.7 5ksiconc 414 2208 369572.63 552 2B.1 5ksiconc 304.68 1624.96 147309.45 406.24 2B.2 5ksiconc 392 2090.67 313730.67 522.67 2B.3 5ksiconc 304.68 1624.96 147309.45 406.24 2B.4 5ksiconc 1048 5589.33 5994909.33 1397.33 3A.1 5ksiconc 296 1578.67 135074.67 394.67 3A.2 5ksiconc 296 1578.67 135074.67 394.67 3A.3 5ksiconc 344 1834.67 212018.67 458.67 3A.4 5ksiconc 344 1834.67 212018.67 458.67 3B.1 5ksiconc 296 1578.67 135074.67 394.67 3B.2 5ksiconc 296 1578.67 135074.67 394.67 3B.3 5ksiconc 344 1834.67 212018.67 458.67 3B.4 5ksiconc 344 1834.67 212018.67 458.67 4A.1 5ksiconc 76 405.33 2286.33 101.33 4A.2 5ksiconc 48 256 576 64 4A.3 5ksiconc 76 405.33 2286.33 101.33 4B.1 5ksiconc 392 2090.67 313730.67 522.67 5A.1 5ksiconc 192 1024 36864 256 5A.2 5ksiconc 94 501.33 4325.96 125.33 5A.3 5ksiconc 94 501.33 4325.96 125.33 5A.4 5ksiconc 192 1024 36864 256 5A.5 5ksiconc 414 2208 369572.63 552 B-19 AS2 ft2 123.33 112.5 23.33 143.33 143.33 253.9 65.43 65.43 253.9 338.77 338.77 253.9 326.67 253.9 873.33 326.67 32.72 32.72 35.83 21.67 35.83 253.9 71.67 43.33 71.67 253.9 345 345 253.9 326.67 253.9 873.33 246.67 246.67 286.67 286.67 246.67 246.67 286.67 286.67 63.33 40 63.33 326.67 160 78.33 78.33 160 345 AS3 ft2 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 June 2008 CRCF Seismic Analysis - 2007 Seismic Input Ground Motions Attachment B: SAP2000 Stick Model Input Document ID: 060-SYC-CR00-00800-000-00B TABLE: B7 Frame Section Properties 01 - General ( Ref. 2.2.8 Table1) SectionName Material Area TorsConst I33 I22 Text Text ft2 ft4 ft4 ft4 5A.6 5ksiconc 414 2208 369572.63 552 5B.1 5ksiconc 256.68 1368.96 88079.5 342.24 5B.2 5ksiconc 392 2090.67 313730.67 522.67 5B.3 5ksiconc 256.68 1368.96 88079.5 342.24 5B.4 5ksiconc 1048 5589.33 5994909.33 1397.33 6A.1 5ksiconc 248 1322.67 79442.67 330.67 6A.2 5ksiconc 60 320 1125 80 6A.3 5ksiconc 60 320 1125 80 6A.4 5ksiconc 248 1322.67 79442.67 330.67 6A.5 5ksiconc 388 2069.33 304224.33 517.33 6A.6 5ksiconc 388 2069.33 304224.33 517.33 6B.1 5ksiconc 46.68 248.96 529.77 62.24 6B.2 5ksiconc 186.68 995.63 33883.8 248.91 6B.3 5ksiconc 438.7 2339.6 439685.6 584.9 33883.8 248.91 6B.4 5ksiconc 186.68 995.63 6B.5 5ksiconc 46.68 248.96 529.77 62.24 6B.6 5ksiconc 1048 5589.33 5994909.33 1397.33 6C.1 5ksiconc 969.2 5169.07 4741753.66 1292.27 6C.2 5ksiconc 1048 5589.33 5994909.33 1397.33 7A.1 5ksiconc 76 405.33 2286.33 101.33 7A.2 5ksiconc 76 405.33 2286.33 101.33 8A.1 5ksiconc 248 1322.67 79442.67 330.67 8A.2 5ksiconc 76 405.33 2286.33 101.33 8A.3 5ksiconc 76 405.33 2286.33 101.33 8A.4 5ksiconc 248 1322.67 79442.67 330.67 8A.5 5ksiconc 404 2154.67 343433.67 538.67 8A.6 5ksiconc 404 2154.67 343433.67 538.67 9A.1 5ksiconc 196 1045.33 39216.33 261.33 9A.2 5ksiconc 116 618.67 8129.67 154.67 9A.3 5ksiconc 116 618.67 8129.67 154.67 9A.4 5ksiconc 196 1045.33 39216.33 261.33 9A.5 5ksiconc 404 2154.67 343433.67 538.67 9A.6 5ksiconc 404 2154.67 343433.67 538.67 9B.1 5ksiconc 952 5077.33 4493757.33 1269.33 9B.2 5ksiconc 1048 5589.33 5994909.33 1397.33 9C.1 5ksiconc 969.32 5169.71 4743515.15 1292.43 9C.2 5ksiconc 1048 5589.33 5994909.33 1397.33 D1.1 5ksiconc 356.52 1901.44 236020.9 475.36 D1.2 5ksiconc 52 277.33 732.33 69.33 D1.3 5ksiconc 360 1920 243000 480 D1.4 5ksiconc 80 426.67 2666.67 106.67 D1.5 5ksiconc 332 1770.67 190595.67 442.67 D1.6 5ksiconc 1324 7061.33 12088230.33 1765.33 D2.1 5ksiconc 432 2304 419904 576 D2.2 5ksiconc 488 2602.67 605282.67 650.67 D2.3 5ksiconc 332 1770.67 190595.67 442.67 D2.4 5ksiconc 1324 7061.33 12088230.33 1765.33 D3.1 5ksiconc 392 2090.67 313730.67 522.67 E1.1 5ksiconc 70.34 93.79 7250.46 23.45 B-20 AS2 ft2 345 213.9 326.67 213.9 873.33 206.67 50 50 206.67 323.33 323.33 38.9 155.57 365.6 155.57 38.9 873.33 807.67 873.33 63.33 63.33 206.67 63.33 63.33 206.67 336.67 336.67 163.33 96.67 96.67 163.33 336.67 336.67 793.33 873.33 807.77 873.33 297.1 43.33 300 66.67 276.67 1103.33 360 406.67 276.67 1103.33 326.67 58.62 AS3 ft2 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 June 2008 CRCF Seismic Analysis - 2007 Seismic Input Ground Motions Attachment B: SAP2000 Stick Model Input Document ID: 060-SYC-CR00-00800-000-00B TABLE: B7 Frame Section Properties 01 - General ( Ref. 2.2.8 Table1) SectionName Material Area TorsConst I33 I22 Text Text ft2 ft4 ft4 ft4 E1.2 5ksiconc 388 2069.33 304224.33 517.33 E1.3 5ksiconc 312.68 1667.63 159220.54 416.91 E1.4 5ksiconc 144 768 15552 192 E1.5 5ksiconc 324 1728 177147 432 E1.6 5ksiconc 62 82.67 4965.17 20.67 E2.1 5ksiconc 386.32 2060.37 300289.64 515.09 E2.2 5ksiconc 119.32 636.37 8847.87 159.09 E2.3 5ksiconc 318 1696 167486.63 424 E2.4 5ksiconc 592 3157.33 1080597.33 789.33 E2.5 5ksiconc 372 1984 268119 496 E3.1 5ksiconc 372 1984 268119 496 E3.2 5ksiconc 176 938.67 28394.67 234.67 E3.3 5ksiconc 176 938.67 28394.67 234.67 E31.1 5ksiconc 352 1877.33 227157.33 469.33 15552 192 E31.2 5ksiconc 144 768 F1.1 5ksiconc 352 1877.33 227157.33 469.33 F1.2 5ksiconc 144 768 15552 192 F7.1 5ksiconc 352 1877.33 227157.33 469.33 F7.2 5ksiconc 144 768 15552 192 G1.1 5ksiconc 70.34 93.79 7250.46 23.45 G1.2 5ksiconc 388 2069.33 304224.33 517.33 G1.3 5ksiconc 312.68 1667.63 159220.54 416.91 G1.4 5ksiconc 144 768 15552 192 G1.5 5ksiconc 216 1152 52488 288 G1.7 5ksiconc 80 106.67 10666.67 26.67 G1.8 5ksiconc 288 1536 124416 384 G2.1 5ksiconc 386.32 2060.37 300289.64 515.09 G2.2 5ksiconc 119.68 638.29 8928.19 159.57 G2.3 5ksiconc 318 1696 167486.63 424 G2.4 5ksiconc 592 3157.33 1080597.33 789.33 G2.5 5ksiconc 372 1984 268119 496 G3.1 5ksiconc 372 1984 268119 496 G3.2 5ksiconc 176 938.67 28394.67 234.67 G3.3 5ksiconc 176 938.67 28394.67 234.67 H1.1 5ksiconc 432 2304 419904 576 H1.2 5ksiconc 320 1706.67 170666.67 426.67 H1.3 5ksiconc 245.32 1308.37 76894.92 327.09 H1.4 5ksiconc 59 314.67 1069.68 78.67 H1.5 5ksiconc 1216 6485.33 9364821.33 1621.33 H2.1 5ksiconc 432 2304 419904 576 H2.2 5ksiconc 804 4288 2706867 1072 H2.3 5ksiconc 1324 7061.33 12088230.33 1765.33 H3.1 5ksiconc 392 2090.67 313730.67 522.67 B-21 AS2 ft2 323.33 260.57 120 270 51.67 321.93 99.43 265 493.33 310 310 146.67 146.67 293.33 120 293.33 120 293.33 120 58.62 323.33 260.57 120 180 66.67 240 321.93 99.73 265 493.33 310 310 146.67 146.67 360 266.67 204.43 49.17 1013.33 360 670 1103.33 326.67 AS3 ft2 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 June 2008 CRCF Seismic Analysis - 2007 Seismic Input Ground Motions Attachment B: SAP2000 Stick Model Input Document ID: 060-SYC-CR00-00800-000-00B TABLE:B8 Joint Constraint Assignments (Attachment A) Joint Constraint Type Text Text Text 1 1000 Body 2 1000 Body 3 1000 Body 4 1000 Body 5 1000 Body 6 1000 Body 7 1000 Body 8 1000 Body 9 1000 Body 11 1000 Body 12 1000 Body 13 1000 Body 14 1000 Body 15 1000 Body 16 1000 Body 17 1000 Body 18 1000 Body 1000 Body 20 1000 Body 21 1000 Body 22 1000 Body 23 1000 Body 24 1000 Body 25 1000 Body 26 1000 Body 27 1000 Body 28 1000 Body 29 1000 Body 30 1000 Body 31 1000 Body 32 1000 Body 33 1000 Body 34 1000 Body 35 1000 Body 36 1000 Body 37 1000 Body 38 1000 Body 39 1000 Body 40 1000 Body 41 1000 Body 42 1000 Body 43 1000 Body 44 1000 Body 45 1000 Body 46 1000 Body 47 1000 Body 48 1000 Body 49 1000 Body 50 1000 Body B-22 June 2008 CRCF Seismic Analysis - 2007 Seismic Input Ground Motions Attachment B: SAP2000 Stick Model Input Document ID: 060-SYC-CR00-00800-000-00B TABLE:B8 Joint Constraint Assignments (Attachment A) Joint Constraint Type Text Text Text 51 1000 Body 52 1000 Body 53 1000 Body 54 1000 Body 55 1000 Body 56 1000 Body 57 1000 Body 58 1000 Body 59 1000 Body 60 1000 Body 61 1000 Body 62 1000 Body 63 1000 Body 64 1000 Body 65 1000 Body 66 1000 Body 67 1000 Body 68 1000 Body 101 1 Body 102 1 Body 103 1 Body 104 1 Body 105 1 Body 106 5 Body 107 5 Body 108 8 Body 109 8 Body 110 8 Body 111 8 Body 112 8 Body 113 32 Body 114 32 Body 115 32 Body 116 33 Body 117 33 Body 118 33 Body 119 28 Body 120 28 Body 121 29 Body 122 29 Body 123 25 Body 25 Body 124 125 25 Body 126 26 Body 127 26 Body 128 26 Body 129 21 Body 130 21 Body 131 21 Body B-23 June 2008 CRCF Seismic Analysis - 2007 Seismic Input Ground Motions Attachment B: SAP2000 Stick Model Input Document ID: 060-SYC-CR00-00800-000-00B TABLE:B8 Joint Constraint Assignments (Attachment A) Joint Constraint Type Text Text Text 132 22 Body 133 22 Body 134 22 Body 135 19 Body 136 19 Body 137 19 Body 138 20 Body 139 20 Body 140 20 Body 141 15 Body 142 15 Body 143 15 Body 144 16 Body 145 16 Body 146 16 Body 147 13 Body 148 13 Body 149 14 Body 150 14 Body 151 14 Body 152 10 Body 153 10 Body 154 10 Body 155 11 Body 156 11 Body 157 11 Body 158 8 Body 201 2000 Body 202 2000 Body 203 2000 Body 204 2000 Body 205 2000 Body 206 2000 Body 207 2000 Body 208 2000 Body 209 2000 Body 210 2000 Body 211 2000 Body 212 2000 Body 213 2000 Body 214 2000 Body 2000 Body 215 216 2000 Body 217 2000 Body 218 2000 Body 219 2000 Body 220 2000 Body 221 2000 Body 222 2000 Body B-24 June 2008 CRCF Seismic Analysis - 2007 Seismic Input Ground Motions Attachment B: SAP2000 Stick Model Input Document ID: 060-SYC-CR00-00800-000-00B TABLE:B8 Joint Constraint Assignments (Attachment A) Joint Constraint Type Text Text Text 223 2000 Body 224 2000 Body 225 2000 Body 226 2000 Body 227 2000 Body 228 2000 Body 229 2000 Body 230 2000 Body 231 2000 Body 232 2000 Body 233 2000 Body 234 2000 Body 235 2000 Body 236 2000 Body 237 2000 Body 238 2000 Body 239 2000 Body 240 2000 Body 241 2000 Body 242 2000 Body 243 2000 Body 244 2000 Body 245 2000 Body 246 2000 Body 247 2000 Body 248 2000 Body 249 2000 Body 250 2000 Body 251 2000 Body 252 2000 Body 253 2000 Body 254 2000 Body 255 2000 Body 256 2000 Body 257 2000 Body 258 2000 Body 259 2000 Body 260 2000 Body 261 2000 Body 262 2000 Body 263 2000 Body 2000 Body 264 265 2000 Body 266 2000 Body 267 2000 Body 268 2000 Body 269 2000 Body 270 2000 Body 271 2000 Body B-25 June 2008 CRCF Seismic Analysis - 2007 Seismic Input Ground Motions Attachment B: SAP2000 Stick Model Input Document ID: 060-SYC-CR00-00800-000-00B TABLE:B8 Joint Constraint Assignments (Attachment A) Joint Constraint Type Text Text Text 273 2000 Body 274 2000 Body 275 2000 Body 276 2000 Body 277 2000 Body 301 2 Body 302 2 Body 303 2 Body 304 3 Body 305 3 Body 306 3 Body 307 4 Body 308 4 Body 309 6 Body 310 6 Body 311 6 Body 312 7 Body 313 7 Body 314 9 Body 315 9 Body 316 9 Body 317 9 Body 318 34 Body 319 34 Body 320 34 Body 321 34 Body 322 30 Body 323 30 Body 324 31 Body 325 31 Body 326 27 Body 327 27 Body 328 27 Body 329 27 Body 330 23 Body 331 23 Body 332 23 Body 333 23 Body 334 23 Body 335 23 Body 336 17 Body 17 Body 337 338 12 Body 339 12 Body 340 12 Body 341 12 Body 401 3000 Body 402 3000 Body 403 3000 Body B-26 June 2008 CRCF Seismic Analysis - 2007 Seismic Input Ground Motions Attachment B: SAP2000 Stick Model Input Document ID: 060-SYC-CR00-00800-000-00B TABLE:B8 Joint Constraint Assignments (Attachment A) Joint Constraint Type Text Text Text 404 3000 Body 405 35 Body 406 35 Body 407 3000 Body 408 3000 Body 409 36 Body 410 36 Body 411 3000 Body 412 3000 Body 413 3000 Body 414 3000 Body 415 3000 Body 416 3000 Body 417 3000 Body 418 3000 Body 419 3000 Body 420 3000 Body 421 3000 Body 422 3000 Body 423 3000 Body 501 4000 Body 502 4000 Body 503 4000 Body 504 4000 Body 505 24 Body 506 24 Body 507 4000 Body 509 4000 Body 601 5000 Body 602 5000 Body 603 5000 Body 604 5000 Body 605 5000 Body 606 5000 Body 607 5000 Body 608 5000 Body 99 1000 Body 299 2000 Body 499 3000 Body 599 4000 Body 699 5000 Body 1000 Body 98 508 4000 Body B-27 June 2008 CRCF Seismic Analysis - 2007 Seismic Input Ground Motions Attachment B: SAP2000 Stick Model Input Document ID: 060-SYC-CR00-00800-000-00B TABLE: B9 Joint Spring Assignments 1 - Uncoupled ( Ref. 2.2.7) 100' Alluvium, BDGM-2 Median Joint CoordSys U1 U2 U3 R1 R2 R3 Text Text Kip/ft Kip/ft Kip/ft Kip-ft/rad Kip-ft/rad Kip-ft/rad 98 Local 11810000 12430000 15120000 2.72E+11 4.46E+11 4.69E+11 100' Alluvium, DBGM-2 Upper Bound Joint CoordSys U1 U2 U3 R1 R2 R3 Text Text Kip/ft Kip/ft Kip/ft Kip-ft/rad Kip-ft/rad Kip-ft/rad 98 Local 21630000 22770000 27690000 4.98E+11 8.18E+11 8.59E+11 100' Alluvium, DBGM-2 Lower Bound Joint CoordSys U1 U2 U3 R1 R2 R3 Text Text Kip/ft Kip/ft Kip/ft Kip-ft/rad Kip-ft/rad Kip-ft/rad 98 Local 6350000 6680000 8130000 1.46E+11 2.4E+11 2.52E+11 200' Alluvium,DBGM-2 Median Joint CoordSys U1 U2 U3 R1 R2 R3 Text Text Kip/ft Kip/ft Kip/ft Kip-ft/rad Kip-ft/rad Kip-ft/rad 98 Local 10640000 11200000 13710000 2.46E+11 4.05E+11 4.2E+11 200' Alluvium,DBGM-2 Upper Bound Joint CoordSys U1 U2 U3 R1 R2 R3 Text Text Kip/ft Kip/ft Kip/ft Kip-ft/rad Kip-ft/rad Kip-ft/rad 98 Local 20000000 21050000 25760000 4.63E+11 7.61E+11 7.89E+11 200' Alluvium,DBGM-2 Lower Bound Joint CoordSys U1 U2 U3 R1 R2 R3 Text Text Kip/ft Kip/ft Kip/ft Kip-ft/rad Kip-ft/rad Kip-ft/rad 98 Local 5610000 5910000 7230000 1.3E+11 2.14E+11 2.21E+11 100' Alluvium,BDBGM Upper Bound Joint CoordSys U1 U2 U3 R1 R2 R3 Text Text Kip/ft Kip/ft Kip/ft Kip-ft/rad Kip-ft/rad Kip-ft/rad 98 Local 15830000 16660000 20460000 3.68E+11 6.04E+11 6.22E+11 100' Alluvium,BDBGM Median Joint CoordSys U1 U2 U3 R1 R2 R3 Text Text Kip/ft Kip/ft Kip/ft Kip-ft/rad Kip-ft/rad Kip-ft/rad 98 Local 8410000 8850000 10870000 1.95E+11 3.21E+11 3.3E+11 100' Alluvium,BDBGM Lower Bound Joint CoordSys U1 U2 U3 R1 R2 R3 Text Text Kip/ft Kip/ft Kip/ft Kip-ft/rad Kip-ft/rad Kip-ft/rad 98 Local 4410000 4640000 5700000 1.03E+11 1.68E+11 1.73E+11 200' Alluvium,BDBGM Upper Bound Joint CoordSys U1 U2 U3 R1 R2 R3 Text Text Kip/ft Kip/ft Kip/ft Kip-ft/rad Kip-ft/rad Kip-ft/rad 98 Local 14290000 15040000 18690000 3.36E+11 5.52E+11 5.55E+11 B-28 June 2008 CRCF Seismic Analysis - 2007 Seismic Input Ground Motions Attachment B: SAP2000 Stick Model Input Document ID: 060-SYC-CR00-00800-000-00B TABLE: B9 Joint Spring Assignments 1 - Uncoupled 200' Alluvium,BDBGM Median Joint CoordSys U1 U2 U3 R1 Text Text Kip/ft Kip/ft Kip/ft Kip-ft/rad 98 Local 7339000 7726000 9602000 1.73E+11 ( Ref. 2.2.7) R2 R3 Kip-ft/rad Kip-ft/rad 2.84E+11 2.85E+11 200' Alluvium,BDBGM Lower Bound Joint CoordSys U1 U2 U3 R1 R2 R3 Text Text Kip/ft Kip/ft Kip/ft Kip-ft/rad Kip-ft/rad Kip-ft/rad 98 Local 3750000 3940000 4900000 8.81E+10 1.45E+11 1.45E+11 B-29 June 2008 CRCF Seismic Analysis - 2007 Seismic Input Ground Motions Attachment B: SAP2000 Stick Model Input TABLE: B10 Joint Loads - Force (Ref. 2.2.6) Joint LoadCase CoordSys F1 F2 Text Text Text Kip Kip 99 99 99 299 299 299 499 499 499 599 599 599 699 699 699 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL 0 -134214 0 0 -96852.01 0 0 -60758 0 0 -3780 0 0 -18626 0 Document ID: 060-SYC-CR00-00800-000-00B F3 Kip 134214 0 0 0 0 -134214 96852.0 0 0 0 0 -96852.01 60758 0 0 0 0 -60758 3780 0 0 0 0 -3780 18626 0 0 0 0 -18626 B-30 M1 Kip-ft M2 Kip-ft 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 M3 Kip-ft 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 June 2008