ML20197A391

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Part 02 - Final Safety Analysis Report (Rev. 4.1) - Part 02 - Tier 02 - Chapter 03 - Design of Structures, Systems, Components and Equipment - Section 03.07 - Seismic Design - Pages 266 - 307 (Rev. 4.1)
ML20197A391
Person / Time
Site: NuScale
Issue date: 06/19/2020
From: Bergman T
NuScale
To:
Office of Nuclear Reactor Regulation
Cranston G
References
NUSCALESMRDC, NUSCALESMRDC.SUBMISSION.12, NUSCALEPART02.NP, NUSCALEPART02.NP.5
Download: ML20197A391 (42)


Text

cale Final Safety Analysis Report Seismic Design cale Final Safety Analysis Report Seismic Design cale Final Safety Analysis Report Seismic Design cale Final Safety Analysis Report Seismic Design cale Final Safety Analysis Report Seismic Design cale Final Safety Analysis Report Seismic Design cale Final Safety Analysis Report Seismic Design cale Final Safety Analysis Report Seismic Design cale Final Safety Analysis Report Seismic Design cale Final Safety Analysis Report Seismic Design 2 3.7-276 Revision 4.1 cale Final Safety Analysis Report Seismic Design cale Final Safety Analysis Report Seismic Design 2 3.7-279 Revision 4.1 Note: Actual CNV Skirt Support is free to move vertically upward and restrained downward.

As SASSI2010 cannot model this non-linear behavior, spring supports are added for analysis model stability purposes only.

2 3.7-280 Revision 4.1

cale Final Safety Analysis Report Seismic Design cale Final Safety Analysis Report Seismic Design cale Final Safety Analysis Report Seismic Design cale Final Safety Analysis Report Seismic Design cale Final Safety Analysis Report Seismic Design cale Final Safety Analysis Report Seismic Design Wall Section Length all Section Name X (in) Y (in)

(in)

X1 3672 -453 to -202.5 250.5 X2 3672 -202.5 to 202.5 405.0 X3 3672 202.5 to 453 250.5 Y1 420 to 672.5 453 252.5 Y2 672.5 to 1481 453 808.5 Y3 1481 to 2056.4 453 575.4 Y4 2056.4 to 3387.6 453 1331.2 Y5 3387.6 to 3672 453 284.4 2 3.7-287 Revision 4.1

Note: ANSYS ordinate was changed in graph to align with ordinate at base of foundation, as used in the SASSI2010 and SAP2000 models, for comparison.

2 3.7-288 Revision 4.1

Note: ANSYS ordinate was changed in graph to align with ordinate at base of foundation, as used in the SASSI2010 and SAP2000 models, for comparison.

2 3.7-289 Revision 4.1

Note: ANSYS ordinate was changed in graph to align with ordinate at base of foundation, as used in the SASSI2010 and SAP2000 models, for comparison.

2 3.7-290 Revision 4.1

Note: ANSYS ordinate was changed in graph to align with ordinate at base of foundation, as used in the SASSI2010 and SAP2000 models, for comparison.

2 3.7-291 Revision 4.1

2 3.7-292 Revision 4.1 2 3.7-293 Revision 4.1 2 3.7-294 Revision 4.1 2 3.7-295 Revision 4.1 2 3.7-296 Revision 4.1 2 3.7-297 Revision 4.1 cale Final Safety Analysis Report Seismic Design 2 3.7-299 Revision 4.1 2 3.7-300 Revision 4.1 2 3.7-301 Revision 4.1 2 3.7-302 Revision 4.1 2 3.7-303 Revision 4.1 cale Final Safety Analysis Report Seismic Design cale Final Safety Analysis Report Seismic Design cale Final Safety Analysis Report Seismic Design cale Final Safety Analysis Report Seismic Design