ML18022A260

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30441R00030, Revision a, Mo-99 Target Cooling System Eismic Analysis Design Calculation Report.
ML18022A260
Person / Time
Site: University of Missouri-Columbia
Issue date: 01/11/2017
From: Mar A
General Atomics, Univ of Missouri - Columbia
To:
Office of Nuclear Reactor Regulation, Nordion (Canada), US Dept of Energy, National Nuclear Security Admin
References
CAC A11010/05000186/L-2017-LLA-0227, DE-NA0002773 30441R00030, Rev A
Download: ML18022A260 (50)
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Text

RELEASED 30441R00030 CDMA vd 2017/01/11 Revision A REACTOR-BASED MOLYBDENUM-99 SUPPLY SYSTEM PROJECT M0-99 TARGET COOLING SYSTEM SEISMIC ANALYSIS DESIGN CALCULATION REPORT Prepared by General Atomics for the U.S. Department of Energy/National Nuclear Security Administration and Nordion Canada Inc.

Cooperative Agreement DE-NA0002773 GA Project 30441 WBS 1110 M ~

/-- ;... ~ nordion

ENCLOSURE I Mo-99 Target Cooling System Seismic Analysis Design Calculation Report 30441 R00030/A REVISION HISTORY Revision Date Description of Changes A 11JAN17 Initial Release POINT OF CONTACT INFORMATION PREPARED BY:

Name Position Email Phone Alvin Mar Engineer Alvin .Mar@ga.com 858-676-7602

, APPROVED BY:

Name Position Email Phone B. Schleicher Chief Engineer Bob.Schleicher@ga.com 858-455-4 733 K. Murray Project Manager Katherine .Murray@ga.com 858-455-3272 K. Partain Quality Engineer Katherine .Partain@ga.com 858-455-3225 DESIGN CONTROL SYSTEM DESCRIPTION D R&D DISC QA LEVEL SYS

[g'.J DV&S D DESIGN D T&E N II NIA D NA ii

ENCLOSURE 1 Mo-99 Target Cooling System Seismic Analysis Design Calculation Report 30441 R00030/A TABLE OF CONTENTS REVISION HISTORY .................................................................................................................... ii POINT OF CONTACT INFORMATION ........................................................................................ ii DESIGN CONTROL SYSTEM DESCRIPTION ............................................................................ ii ACRONYMS ................................................................................................................................vi 1 OBJECTIVE ....................................... ............................................................................... 1 2 APPLICABLE DOCUMENTS .................................................................... ....................... 2 3 IN PUTS ................................................................ ............................................................. 2 3.1 General. .... ... .... ..... .. ....... ...... ........ ... ..... ... .. .. ............ ....... ... ..... .... ... .. ..... ......... ... ... ....... 2 3.2 Loads ... ..... .. .... ... .. ...... .... ... .. .. .. ......... .... .. .. ....... ... .............. .. ...... .... .. ..... ..... ...... ............ 3 4 ASSUMPTIONS ................................................................................................................ 3 5 METHOD ..................................................... ...................................................................... 3 6 AUTOPIPE MODEL .......................................................................................................... 4 6.1 Support Details .. ... .. .. .. ........ ..... ... ... .... .. .. ... .. .... ...... ........ .... .. .. ....... ..... .. ..... .. .. ... ........ . 10 6.2 Valves and Flanges ..... ... ... .. ................ ..... .. ..... .............. .... ....... ..... ...... ...... .. ... ... .. ... . 11 6.3 Piping ... .. .......... .. .. .... .. ..... .. .. .. ...... ... .... ...... ...... ..... .... ..... .... ........ ........... ... ... ...... ........ 12 6.4 Flexible Joints .. .. .. ... ..... .... .... ......... ..................... ... ....... ..... ... .............. ..... .. .... ..... ..... . 13 7 CALC UATION BODY ..................................................................................................... 14 7.1 Operational Loading ... .. ..... .... ... .... ..... ... ..... ... .. ........ ... .. ......... .... ...... ... ..... .. .. ... .......... 14 7 .2 Seismic Loads ....... ... .... .. .... .... .... ......... ...... .. ..... ......... .. .. .. ..... .. .. ....... .. .... .. .. ... ......... .. 14 7 .2.1 Site Specific Criteria ......... ........ ...... ..... ..... ... .... .. .... ... ... ...... .... .. .... ........ ... .. ....... 14 7.2.2 Seismic Forces .. ..... ............ .. ... ..... .. .. .... ... .... ..... ... .... .... .... ................. ........ ....... 15 8 RESULTS ....................................................................................................................... 16 8.1 ASME B31.3 Code Stress Results .... .... ............ .. .. ...... .. ...... .... ... ...... .. .. ... ........ .. ...... 16 8.1.1 ASME B31 .3 Sustain Stress Ratio Plots .. ... .. .......... .... ... ... .... .... ..... ... .. ... ... .... .. 18 8.1.2 ASME B31 .3 Expansion Stress Ratio Plots ......... ....... .... ................... .... .... ...... 21 8.1.3 ASME B31 .3 Hoop Stress Ratio Plots .... ... ...... ... ..... .... ..... .. ...... ... .... ..... ...... ... .. 24 8.1.4 ASME B31.3 Occasional Stress Ratio Plots ..... ........ .. ..... .... ..... ... .................... 27 8.2 Seismic Displacement ...... ....... ........ .. .... ... ... .... ... ... .. ....... .. .. .. ... ..... ...... .. ......... .. .. ..... . 30 9 SUPPORT AND ANCHOR LOADS ................................................................................ 31 10 CONCLUSIONS .............................................................................................................. 36 11 REFERENCES ................................................................................................................ 36 APPENDIX A USGS DESIGN MAPS DETAIL REPORT .................................................... A-1 APPENDIX B USGS MAPS

SUMMARY

REPORT ............................................................. B-1 APPENDIX C FEMA MAPS ................................................................................................. C-1 iii

ENCLOSURE I Mo-99 Target Cooling System Seismic Analysis Design Calculation Report 30441 R00030/A LIST OF FIGURES Figure 1. Moly 99 Solidworks model ..... .. ...................... ... .... ................. ... .... ......... ... .. .. ................ 2 Figure 2. Solidworks Assembly (Red Box is the piping of interest) ..... .... .................. ..... .. ............ 5 Figure 3. AutoPIPE's model of the piping of interest .......... .. ............ ........ ...... .. ..... .. ...... .............. 6 Figure 4. Solidworks Level 3-4 up-close view ........ ........ ..... .. .. .... .. .......... .. ... ....................... .... .. .. . 7 Figure 5. AutoPIPE Level 3-4 up-close view ........................ ............ .... ... .... .. .... .. ....... .. .......... ...... 8 Figure 6. Solidworks model with pool hidden ............... .. .... ....... ...... ................... ......... .... ... ... .. ..... 9 Figure 7. AutoPIPE model with pool hidden ..................................... ...... ................................... 10 Figure 8. AutoPIPE Model Guide Support Value ..... ...... .... ....... ........ ... .. .. ........ .. ........ ..... ...... ..... 11 Figure 9. AutoPIPE Model Line Stop Value ....................... .. .. ... ........ ...................... .. .. ... .. .......... 11 Figure 10. Pipe sizes ....... .... ............... .. ...... .. ....... .......... .. ..... ... ......... ...... .. ....... .. ...... ...... ......... ... 13 Figure 11 . Flexible joint input values .... .. .................................................. ............................. .. .. . 14 Figure 12. AutoPIPE Seismic Inputs and corresponding G levels .... .. .... ................................... 16 Figure 13. GR + MaxP{1 } Stress Ratio Plot.. ........................................... .... .. ... .. .. .. .. ...... ........... 18 Figure 14. GR+ MaxP{1 } Stress Ratio Plot Close Up, Stainless Steel Pipes .. .. ....................... 19 Figure 15. GR+ MaxP{1 } Stress Ratio Plot Close Up, Aluminum Pipes .. ................................. 20 Figure 16. Amb to T1 {1} Stress Ratio Plot.. ............... .. .... .. .... .. ........... ......... .. ......... ... ................ 21 Figure 17. Amb to T1{1} Stress Ratio Plot Close Up, Stainless Steel Pipes ............................. 22 Figure 18. Amb to T1{1} Stress Ratio Plot Close Up, Aluminum Pipes ....... .. ......... ... ............... . 23 Figure 19. MaxP{1} Stress Ratio Plot .... ......... .. ................................ ...... ................................ ... 24 Fig ure 20. MaxP{1} Stress Ratio Plot Close Up, Stainless Steel Pipes .... ......... .. ............... .. ..... 25 Figure 21. MaxP{1} Stress Ratio Plot Close Up, Aluminum Pipes ...... .. ..................................... 26 Figure 22. Sus + E{1} Stress Ratio Plot (Seismic) ... .. .......... ...... .... ............ ....... .... ........ .. ........... 27 Figure 23. Sus+ E{1} Stress Ratio Plot Close Up (Seismic) , in Stainless Steel Piping ............. 28 Figure 24. Sus+ E{1} Stress Ratio Plot Close Up (Seismic) , in Alu minum Piping ... .. ............... 29 Figure 25. Imposed displacement on the Tower Side AutoPIPE model +z direction ... .. ............ 30 Figure 26. Imposed displacement on the Tower Side Sus+ E{1} Stress Ratio Plot +z direction ... .... .. .. ....... .... ... ..... ... ... ... .. ................... ........ .......... ................................. ..... ....... 31 Figure 27. Piping supports point numbers on Tower side ........ .................................................. 34 Figu re 28. Piping supports point numbers fo r Flex Joints and along the pool .... .. ............. .... .... 34 Figu re 29. Piping supports point numbers in the pool ........................ ........ ........................ .. ...... 35 Figure 30 . Anchor supports point numbers at the Heat Exchanger and Target interface .... .. .... 36 iv

ENCLOSURE I Mo-99 Target Cooling System Seismic Analysis Design Calculation Report 30441 R00030/A LIST OF TABLES Table 1. Flanged Valve Weight .... .... ................................... .. ...... .. ...... ...... .. ...... ... ...................... 12 Table 2. Pipe Properties ............................................................................................................ 12 Table 3. Material Properties ....... .......... .. ....... .. ......................... ................................ ............ ...... 12 Table 4. Loading Inputs ........................................................................................ .............. ....... 14 Table 5. ASME B31.3 Code Max Stress Result Summary ...................... .. ............................ .... 16 Table 6. Support Forces Summary for Normal Operation ......................................................... 32 Table 7. Support Forces Summary for Operation+ Seismic ..... .............. ........ .......................... 33 Table 8. Anchor Forces Summary ............................................................................................. 35 V

ENCLOSURE 1 Mo-99 Target Cooling System Seismic Analysis Design Calculation Report 30441 R00030/A ACRONYMS Acronym Description AISC American Institute of Steel Construction ASCE American Society of Civil Engineering ASME American Society of Mechanical Engineering MDMT Minimum Design Metal Temperature GA General Atomics GR Gravity MDMT Minimum Design Metal Temperature p Pressure vi

ENCLOSURE 1 Mo-99 Target Cooling System Seismic Analysis Design Calculation Report 30441 R00030/A 1 OBJECTIVE The purpose of this document is to demonstrate that the Mo-99 Target Cooling System for the Once-Through Approach as part of the Reactor-Based Molybdenum-99 Selective Gas Extraction (SGE) meets the requirements of the ASME B31 .3 2014 (Ref. 1) and seismic load conditions per ASCE 7-10 (Ref. 2).

Top level design requirements for the Mo-99 Target Cooling System are defined in the Molybdenum-99 Supply System Requirements Document (30441 S00001 ).

The Once-Through Approach design will be developed and demonstrated under the RB-MSS project, co-funded by the Department of Energy, National Nuclear Security Administration (DOE-NNSA) and Nordion (Canada) , Inc. It is intended that the MSS will be installed and operated at the University of Missouri Research Reactor (MURR) to begin production of commercially-significant quantities of Mo-99 (~3000 6-day Ci/week) by the beginning of 2018.

This document provides the pipe stress calculations for the primary cooling loop, see Figure 1, excluding equipment. The analysis was performed using Bentley AutoPIPE CONNECT Advance Edition Version 10.00.00.10, a specialized nonlinear finite element piping program . The resulting piping stresses were interpreted in accordance of ASME B31 .3 (Ref. 1) and ASCE 7-10 (Ref. 2) ,

for structural adequacy. The target housing and heat exchanger interface connection will be idealized with anchors at the flange points.

1

ENCLOSURE 1 Mo-99 Target Cooling System Seismic Analysis Design Calculation Report 30441 R00030/A Figure 1. Maly 99 Solidworks model 2 APPLICABLE DOCUMENTS Document Number Document Title 30441S00001 Molybdenum-99 Supply System Requirements Document 3 INPUTS 3.1 General The following inputs were used for the calculations presented herein:

  • Piping arrangements as depicted in Figure 2; "MURR Master Model. SLDASM",

SolidWorks .

2

ENCLOSURE I Mo-99 Target Cooling System Seismic Analysis Design Calculation Report 30441 R00030/A

  • Pipe sizes and material selection per "MURR Master Model.SLDASM" and as described in Section 5.3
  • Component weights per "MURR Master Model.SLDASM" for pipe sizes and material selection .

3.2 Loads Operating and Seismic loads are based on the "Molybdenum-99 Supply System Requirements Document" (30441S00001), ASME B31 .3 (Ref. 1) and ASCE 7-10 (Ref. 2) and are as described in Section 6.

4 ASSUMPTIONS The following assumptions are made for the structural evaluation of the piping of the target cooling system.

  • All pumps , heat exchangers, and external connections will be modeled as anchors at interface connection points. This is an accurate depiction as the mechanical components can be considered rigid , with indefinite stiffness.
  • All piping supports , vibration damping type, are modeled as line supports with no gaps and connected to rigid ground. This is an accurate depiction of this type of supports.
  • Bio-Shield, CoStarTower and Bridge are rigid structures . This is an accurate depiction of said structures due to low seismic loading , maximum deflections of structures within areas of interest are estimated to be< 1/161h inch .
  • Maximum seismic differential movement between CoStarTower/Bridge and Bio-Shield is

< 2.0 inches. This is a conservative number, as lateral movement of the CoStarTower is estimated to be less than 1/81h inch at bridge elevation.

5 METHOD Seismic loading conditions will be defined per ASCE 7-10, and evaluated against ASME B31 .3 2014.

Two types of analysis were performed:

1. Rigid Support Structure:

3

ENCLOSURE I Mo-99 Target Cooling System Seismic Analysis Design Calculation Report 30441 R00030/A o Assumes that piping support structures , Bio-shield/pool, CoStarTower and bridge are rigid structures. No differential lateral displacements occurs between the individual structures during a seismic event.

o Pipe analysis is performed in accordance with ASME 831 .3 and ASCE 7-10.

2. Flexible Support Structure o Assumes that the Bioshield/pool and CoStarTower combined with the Bridge will laterally displace during a seismic event.

o Pipe analysis is performed to evaluate stresses and adequacy of flexible piping. A forced displacement of 2 inches is applied to the piping located on the CoStarTower and Bridge side relative to the piping located and mounted on the Bio-Shield side to simulate differential movement between the two main structures during a seismic event. Analysis is performed in accordance with ASME 831.3 and ASCE 7-10.

Further description and results can be found in Section 7.

6 AUTOPIPE MODEL AutoPIPE model is generated from Solidworks 3-D model , "MURR Master Model.SLDASM",

October 12, 2016, with an update on December 5, 2016 to remove a subset of piping.

Figure 2 to Figure 7 show the Solidworks/AutoPIPE details of the piping system with the pool and frame hidden. Green symbols on AutoPIPE mode figures represent constraints on the piping .

4

ENCLOSURE 1 Mo-99 Target Cooling System Seismic Analysis Design Calculation Report 30441 R00030/A Figure 2. Solidworks Assembly (Red Box is the piping of interest) 5

ENCLOSURE I Mo-99 Target Cooling System Seismic Analysis Design Calculation Report 30441 R00030/A y

X Figure 3. AutoPIPE's model of the piping of interest 6

ENCLOSURE 1 Mo-99 Target Cooling System Seismic Analysis Design Calculation Report 30441 R00030/A Figure 4. Solidworks Level 3-4 up-close view 7

ENCLOSURE I Mo-99 Target Cooling System Seismic Analysis Design Calculation Report 30441 R00030/A Valve connections from heat exchangers. Rigid Anchor connections on the ends.

Guide+ line Supports All other supports shown are Guide Supports Only Flexible Joints to simulate flexible piping. (Not shown on Solidworks model)

Figure 5. AutoPIPE Level 3-4 up-close view 8

ENCLOSURE 1 Mo-99 Target Cooling System Seismic Analysis Design Calculation Report 30441 R00030/A Figure 6. Solidworks model with pool hidden 9

ENCLOSURE 1 Mo-99 Target Cooling System Seismic Analysis Design Calculation Report 30441 R00030/A All other supports shown are Guide Supports Only From these flanges all piping in the negative Y direction is aluminum ----__,J Flexible Joints to simulate flexible piping with anchors at target housing interface Figure 7. AutoPIPE model with pool hidden 6.1 Support Details As discussed in the assumptions, Rail Mount Vibration Damping Clamps will be modeled as guide supports with no gaps. An example is shown in Figure 8. Guide supports restrict the radial movement of the piping at that point.

Figure 9 shows the line stop value with no gaps in the axial direction of the piping. The line stop location is shown in the previous section. Line Stop supports restrict the axial movement of the piping at that point. Location of line stops are shown in the previous section.

10

ENCLOSURE 1 Mo-99 Target Cooling System Seismic Analysis Design Calculation Report 30441 R00030/A

- r-;;;;

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,....., rtii Figure 9. AutoPIPE Model Line Stop Value 6.2 Valves and Flanges The valves in this model are flanged and rated at 150 lb with 3", and 4" sizing . See Table 1 for weights.

11

ENCLOSURE 1 Mo-99 Target Cooling System Seismic Analysis Design Calculation Report 30441 R00030/A Table 1. Flanged Valve Weight Size (inch) Ball Valve (lbf) Globe (lbf) 3 N/A 82 4 144 N/A Flanges are modeled as point elements (zero length) with weight and a weld neck connection specified.

6.3 Piping The system consists of three standard sizes. See Table 2 for properties and Figure 10 for pipe size. The entire model is assigned material properties of TP316L with the exception of the piping in the pool. Pool piping is AL-6061 T6.

Table 2. Pipe Properties Nominal Outer Wall Size Schedule Diameter Thickness Material (inch) (inch) (inch) 2 40 2.375 0.154 TP316L 3 40 3.5 0.216 TP316L or AL-6061 T6 4 40 4.5 0.237 TP316L or AL-6061 T6 Table 3. Material Properties Yield Strength Ultimate Strength Material (ksi) (ksi)

TP316L 25 70 AL-6061 T6 35 42 12

ENCLOS URE 1 Mo-99 Target Cooling System Seismic Analysis Design Calculation Report 30441 R00030/A Figure 10. Pipe sizes 6.4 Flexible Joints To account for independent seismic movement of the building relative to the pool , flexible piping is added to the piping connection at the bridge level. All flexible piping is 11 inches in length and flanged. A guide support is added with the flange connections on the non-flexible piping side.

Flexible piping stiffness values were based on GA test data. The following stiffness is applied

  • Axial - 182 lb/in
  • Shear - 14 lb/in (both directions)
  • Torsional - Rigid
  • Bending - Rigid (both directions)

/

13

ENCLOSURE I Mo-99 Target Cooling System Seismic Analysis Design Calculation Report 30441 R00030/A

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Figure 11 . Flexible joint input values 7 CALCUATION BODY 7.1 Operational Loading The system was analyzed subject to the following loading in Table 4. In addition to the temperature and pressure loads the piping system was also subjected to gravitational load . The liquid in the piping is assumed to be water.

Table 4. Loading Inputs Gravity Temperature Pressure Notes 1g 78 .8°F 30 psig Ambient is 68°F 7.2 Seismic Loads ASCE 7-10, Reference 2, shall serve as the seismic design guide for the installed and operated target cooling system at MURR.

7.2.1 Site Specific Criteria Location is Latitude 38.93166 and Longitude -92.3418 is based on Columbia , MO 65211

  • Ip= 1.0 (attached to an occupancy II building/structure)
  • Rp = 12 (ASCE 7-10 table 13.6-1; welded piping)

ENCLOSURE 1 Mo-99 Target Cooling System Seismic Analysis Design Calculation Report 30441 R00030/A

  • Sos = 0.112g (Refs. 4 and 5- USGS APPENDIX A and APPENDIX B respectively)
  • Site Class B (Rock, based on FEMA maps see Ref. 6 - APPENDIX C)
  • z = 62.5 ft (Based on the Solidworks model the bottom of the building to top of the piping system)
  • h = 70ft (Based on the Solidworks model from the bottom to the top of the building) 7 .2.2 Seismic Forces Seismic forces , FP, will be determined in accordance with Section 13.3 (Ref. 2) as follows:

Fp = 0.4apSosWo(1+2z/h) (Eqn . 13.3-1, Ref. 2)

(Rp//p)

However, Fp will not be greater than: Fp = 1.6Sos/pWo (Eqn . 13.3-2, Ref. 2) and , FP will not be less than : (Eqn . 13.3-3, Ref. 2) where:

Fp = Seismic design force ap = Amplification factor Sos = Design spectral response acceleration, short period Wo = Dead load z = Attachment Height, relative to finished grade h = Roof Height, height of structure , relative to adjacent finished grade RP = Response modification factor

/p = Importance factor Seismic Load per Section 12.4.2 (Ref. 2):

fa: pQE (Eqn . 12.4-3, Ref. 2)

Ev= 0.2Sos0 (Eqn. 12.4-4, Ref. 2)*

where :

fa = Horizontal seismic load effect Ev = Vertical seismic load effect p = 1.0 (Redundancy Factor)

OE = FP (Effect of horizontal seismic force)

Sos= Design spectral response acceleration at short period D = Dead Load (piping operating weight)

  • Note: In addition of applying the two shear forces simultaneously, a conservative AutoPIPE default vertical factor of 0.5 was used. Vertical force can be calculated using ASCE 7-10 12.4-4 but is much smaller than 0.5 x shear direction . The higher value is used.
  • Eh = 0.035g (Shear) 15

ENCLOSURE I Mo-99 Target Cooling System Seismic Analysis Design Calculation Report 30441 R00030/A

  • Ev = 0.0175g (Vertical)

Static Earthquatr w New ModlySelected I DoieteSelected I DoleteAI (

ASCE 2010 Ve nal C..o S.iemk:Coda fectO<

X(g) Y(g) Z (g) Si,,0- : IB ..:l r q,Code : I Et ASCE 2010 0.50 D.1115 I~ Facto, PP) : ,-l l(~XXJ - r- ~  : p e.93166 Attachmerl Height (z) : j62.500 Longh,de : 1*92341 80 Rod Height (h) : j70.CXXl r Mopped Spocbol Rooponse(Ss) :

jo.17524 Conl)Ol,enl R._,_ (Rp) : j12 0 ii An1>'fication Factcr (ap) : -12500-- Maicinun Conoidefed Elllthquoke (Fe) : jtCXXJOO M ~ Focio< (ij : j1.CXXJ Show Locotion on Mop I

H..-, OK Cancel H.-i OK Figure 12. AutoPIPE Seismic Inputs and corresponding G levels 8 RESULTS 8.1 ASME B31.3 Code Stress Results The ASME 831 .3 code combinations results are documented in this section . Results in Table 5 show combinations with numbers in the name. Loading input is shown in Table 4. Occasional stress category is calculated by combining seismic with sustain load. Figures 13 through 24 show the stress ratio plots. The red circles indicate the general areas of the high stress . Within that circle the square box with crosshairs is the exact point of the high stress.

  • GR - Gravity
  • Amb to T1 - Ambient to Operating Temperature
  • Max P - Max Pressure
  • Sus - GR + Max P
  • E - Seismic Load Table 5. ASME B31.3 Code Max Stress Result Summary Stress Stress/Stress Node Combination Category Material Stress (ksi) Allowable Location Figure Allowable Ratio Number (ksi)

Y-Pipe, before Figure GR + Max P{1} Sustain 316L 0.7 16.7 0.04 AL 13 flexible 14 piping Inside Pool , on Figure GR + Max P{1} Sustain 6061 -T6 1.0 12.7 0.08 AL36 F -

expansion 15 loop 16

ENCLOSURE 1 Mo-99 Target Cooling System Seismic Analysis Design Calculation Report 30441 R00030/A Stress Stress/Stress Node Combination Category Material Stress (ksi) Allowable Location Figure Allowable Ratio Number (ksi)

At Heat Figure Amb to T1{1} Expansion 316L 3.2 25 0.13 AK03 Exchanger 17 Interface At SS to Al Figure Amb to T1{1} Expansion 6061-T6 0.2 19 0.01 AH51 pipe 18 interface 3" to 2" y Figure Max P{1} Hoop 316L 0.3 16.7 0.02 AL06 pipe 20 AIIAI Figure Max P{1} Hoop 6061-T6 0.3 12.7 0.02 AK46 piping 21 Y-piping Figure Sus. + E1 {1} Occasion 316L 0.9 22.2 0.04 AL09-support 23 Inside Pool, on Figure Sus. + E1{1} Occasion 6061-T6 1.0 16.9 0.06 AH61N+

expansion 24 loop 17

ENCLOSURE I Mo-99 Target Cooling System Seism ic Analysis Design Calculation Report 30441R00030/A 8.1.1 ASME B31.3 Sustain Stress Ratio Plots

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ENC LOSURE I Mo-99 Target Cooling System Seismic Analysis Design Calculation Report 30441 R00030/A Mt*W*l'{1}(9UI) l'l.ti*NAll-~lt Str...

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ENCLOSURE I Mo-99 Target Cooling System Seismic Analysis Design Calculation Report 30441 R00030/A

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ENCLOSURE I Mo-99 Target Cooling System Seismic Analysis Design Calculation Report 30441 R00030/A 8.1 .2 ASME 831.3 Expansion Stress Ratio Plots W II

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ENCLOSURE I Mo-99 Target Cooling System Seismic Analysis Design Calculation Report 30441 R00030/A

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Figure 17. Amb to T1{1} Stress Ratio Plot Close Up, Stainless Steel Pipes 22

ENCLOSURE I Mo-99 Target Cooling System Seismic Analysis Design Calculation Report 30441 R00030/A a ooe.a

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ENCLOSURE I Mo-99 Target Cooling System Seismic Analysis Design Calculation Report 30441 R00030/A 8.1.3 ASME 831.3 Hoop Stress Ratio Plots

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ENCLOSURE I Mo-99 Target Cooling System Seismic Ana lysis Design Calculation Report 30441 R00030/A lil*"tllOiOOI')

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Figure 20. MaxP{1} Stress Ratio Plot Close Up, Stainless Steel Pipes 25

ENCLOSURE I Mo-99 Target Cooling System Seismic Analysis Design Calculation Report 30441 R00030/A

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ENCLOSURE I Mo-99 Target Cooling System Seismic Analysis Design Calculation Report 30441 R00030/A 8.1.4 ASME 831.3 Occasional Stress Ratio Plots lw.*11{1)(0CC)

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  • PIii SIMM : Bl9 1028 Alow.:

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16891 005 S1&

  • El{H om; S*
  • E1fH MAX STRESS in Al

' ~.

Figure 22. Sus+ E{1} Stress Ratio Plot (Seismic) 27

ENCLOSURE I Mo-99 Target Cooling System Seismic Analysis Design Calculation Report 30441 R00030/A Sv.i. .. £1111 (OCC)

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ees 2221 1 0.04 Sua.

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883 22211 Sut.* EHH MAX STRESS in SS Figure 23. Sus+ E{1} Stress Ratio Plot Close Up (Seismic), in Stainless Steel Piping 28

ENCLOSURE I Mo-99 Target Cooling System Seismic Analysis Design Calculation Report 30441 R00030/A Sw..*11f1JCO'C) lt,hle....,_DllS-..:

. 00-0.2

. 0 .2-0. 7.

11 REFERENCES Reference Document Number Description 1 ASCE 7-10 Minimum Design Loads for Buildings and Other Structures 2 ASME B31.3 Process Piping, 2014 Edition 3 30441S00001 Moved to Applicable Documents Section 4 USGS Design Maps Detail Report 5 USGS Design Maps Summary Report 6 FEMA FEMA Hazard Maps 36

ENCLOSURE l Mo-99 Target Cooling System Seismic Analysis Design Calculation Report 30441 R00030/A APPENDIX A USGS DESIGN MAPS DETAIL REPORT 12113/2016 OesilJI Maps Detailed Report lJSGS Design Maps Detailed Report ASCE 7-10 Standard ( 38.93166°N , 92.34 18°W)

Site Class B - "Rode", Risk category I/II/III Sect ion 11.4 .1 - Mapped Acceleration Pa rameters Note: Ground motion values provided below are for the direction of maximum horizontal spectral response aoceleration. They have been converted from corresponding geometric mean ground motions computed by the USGS by applying factors of 1.1 (to obtain Ss} and 1.3 (to obtain S 1 ) . Maps in the 2010 ASCE.-7 Standard are provided for Site dass B.

Adjustments for other Site Classes are made, as needed, in Section 11.4.3.

From Figure 22-1 111 Ss = 0.168 g From Figure 22-2 12 1 S1 = 0 .093 g Sect ion 11.4.2 - Site Class The authority having jurisdiction (not t he USGS), site-specific geotechnical data, and/or the default has dassified the site as Site dass B, based on the site soil properties in accordance with Chapter 20.

Table 20 .3-1 Site Classifi cation Site Class vs N or Nc1, Su A. Hard Rock >5,000 ft/s N/A N/A B. Rock 2,500 to 5,000 ft/s N/A N/A C. Very dense soil and soft rock 1,200 to 2, 500 ft/s >50 >2,000 psf D. Stiff Soil 600 to 1,200 ft/s 15 to 50 1,000 to 2,000 psf E. Soft d ay soil <600 ft/s < 15 <1,000 psf Any profi le with more than 10 ft of soil having the characteristics:

  • Plasticity index PI > 20,
  • Mo isture content w ~ 40%, and
  • Undrained shear strength s . < 500 psf F. Soils requiring site response See Section 20.3.1 analysis in accordance with Section 21.1 Fo r SI : 1ft/s = 0. 3048 m/s l ib/ft> ~ 0 .0479 kN/ m 2 A-1

ENCLOSURE 1 Mo-99 Target Cooling System Seismic Analysis Design Calculation Report 30441 R00030/A 12/13/2011! OHiS,, Maps DM.Jiled Repcrt Sect ion 11 .4.3 - Sit e Coefficients and Risk- Targeted Max imum Considered Earthq uake

(,MCE~) Spect ral Response Accelerat ion Pa ram eters Table 11 .4-1: Site Coefficient F.

Site dass Mapped MCE R Spectral Response Acceleration Parameter at Short Period 5s S 0.25 5s = 0 .50 5s = 0 .75 5s = 1.00 5s ~ 1.25 A 0.8 0 .8 0 .8 0.8 0.8 B 1.0 1.0 1.0 1.0 1.0 C 1.2 1.2 1.1 1.0 1.0 D 1.6 1.4 1.2 1.1 1.0 E 2.5 1.7 1.2 0.9 0.9 F see Section 11.4.7 of ASCE 7 Not e: Use straight-line interpolation for intermediate values of Ss For Site Class = B and S 5 = 0 . 1 6 8 g, F. = 1.000 Table 11.4-2: Site Coefficient F, Site Class Mapped MCE R Spectral Response Acceleration Parameter at 1-s Period s, S 0 .10 s, = 0 .20 s, = 0.30 s, = 0.40 s, ~ 0 .50 A 0.8 0.8 0.8 0.8 0.8 B 1.0 1.0 1.0 1.0 1.0 C 1.7 1.6 1.5 1.4 1.3 D 2 .4 2.0 1.8 1.6 1.5 E 3 .5 3 .2 2 .8 2.4 2.4 F see Section 11.4. 7 of ASCE 7 Note: Use straight-line interpolation for intermediate values of S 1 For Site Class= B an d S 1 = 0 .093 g, F, = 1.000 htipo :Hear1hqwl<e.usgs.go,,ldesignmapslus/report.p,p?lemplu= minimal&l.aii1Ude=3Ul3111G&longitude=*G2.3418&sileelau= 1&riskc.,iego,y=O&edition=asce-2... 2/0 A-2

ENCLOSURE 1 Mo-99 Target Cooling System Seismic Analysis Design Calculation Report 30441 R00030/A Equation (11.4- 1): SMS = F.ss = 1.000 x 0.168 = 0.168 g Equation (11,4-2): SHI = FySl = 1.000 X 0.093 = 0.093 g Section 11.4.4 - Des ign Spectral Accelerati on Parameters Equation (11.4-3): Sos = % SMs = o/s X 0.168 = 0.112 g Equation (11.4-4): S01 = Y. S,41 = Y. X 0.093 = 0.062 g Section 11.4.5 - Des ign Response Spect rum From Figure 22- 12 r3 1 TL = 12 seconds Figu re 11.4-1: Des ign Response Spectrum T

  • T, ,s, : *-.( 0,4

T,sTs T*. s, -s..

S

  • O. ll 2 T1 < T :s T, : S,

{

T>l, : S,= S01T, IT' So,* 0.062 T, - O.lll T, = 0.554 1. 000 Period, T (sec)

A-3

ENCLOSURE I Mo-99 Target Cooling System Seismic Analysis Design Calculation Report 30441 R00030/A 12/13/2016 Section 11.4.6 - Risk-Targeted Maximum Cons idered Earthquake (MCER) Response Spectrum The MCE* Responae Spectrum is determined by multiplying the design response spectrum above by 1.5.

t s..1 - 0.093 I"

ct j

T, *0.11 1 T,

  • 0.554 1.000 Perlod.T(sed A-4

ENCLOSURE 1 Mo-99 Target Cooling System Seismic Analysis Design Calculation Report 30441 R00030/A 12/13/2010 Oesig, Maps Detailed Repa, Section 11.8.3 - Ad ditional Geotechnical Investigation Report Requirement s for Seismic Design Categories D through F From figure 22-Z 14 1 PGA = 0.080 Equation (11.8-1): PG~ = FPGAPGA = 1.000 x 0. 080 = 0.08 g Table 11 .8-1 : Site Coefficient F"""

Site Mapped MCE Geometric Mean Peak Ground Acceleration, PGA dass PGA :5: 0.10 PGA = 0.20 PGA = 0 .30 PGA = 0.40 PGA 2: 0 .50 A 0 .8 0.8 0.8 0 .8 0.8 B 1.0 1.0 1 .0 1.0 1.0 C 1.2 1.2 1.1 1.0 1.0 D 1.6 1.4 1.2 1.1 1.0 E 2 .5 1.7 1.2 0.9 0.9 F See Section 11.4.7 of ASCE 7 Note: Use straight-line interpolation for intermediate values of PGA For Site Class= Band PGA = 0 . 080 g, F * .,.. = 1 .000 Section 21.2.1.1 - Method 1 (from Chapter 21 - Site-Specific Ground Motion Procedures for Seismic Design)

From figure 22-17 151 ~ = 0.862 From Figure 22- 18 16 1 Cii1 = 0.835 A-5

ENCLOSURE 1 Mo-99 Target Cooling System Seismic Analysis Design Calculation Report 30441 R00030/A 1211:112i11e Design M~ Data/loci R ~

Section 11.6 - Seismic Design Category Table 11.6-1 Seism ic Design Category Based on Short Period Response Acceleration Parameter RISK CATEGORY VALUE OF S., 5 I or II III IV S 05 < 0.167g A A A 0 .167g S S 05 < 0 .33g B B C 0.33g S S 05 < 0 .50g C C 0 0.50g S S 05 0 0 0 For Risk Category= I and S05 = 0.112 g , Seismic Design Category= A Table 11.6-2 Seismic Design Category Based on 1-S Period Res ponse Acceleration Parameter RISK CATEGORY VALUE OF S 01 I or II III IV s ... < 0 .067g A A A 0.067g S s.,. < 0 .133g B B C 0.133g S s.,. < 0.20g C C 0 0.20g S s... 0 0 0 For Risk Category = I and S 01 = 0.062 g , Seismic Design Category = A Note: Whens, is greater than or equal to 0.75g, the Seismic Design category is E for buildings in Risk categories I, Il, and Ill, and F for those in Risk category IV, irrespective of the above.

Seismic Design Category = Kthe more severe design category in accordance with Table 11.6- 1 or 11.6-2" = A Note: See Section 11.6 for alternative approaches to calculating Seismic Design category.

References

1. Figure 22-1: http://earthquake.usgs.gov/hazards/designmaps/downloads/pdfs/2010_ASCE-7_Figure_22-1 .pdf
2. Figure 22-2: http://earthquake.usgs.gov/hazards/designmaps/downloads/pdfs/2010_ASCE-7_Figure_22-2 .pdf
3. Figure 22 -12 : http://earthquake.usgs.gov/hazards/designmaps/downloads/pdfs/2010_ASCE-7_Figure_22-12.pdf
4. Figure 22-7: http://earthquake.usgs.gov/hazards/designmaps/downloads/pdfs/2010_ASCE-7_Figure_22-7.pdf
5. Figure 22-17: http://earthquake.usgs.gov/hazards/designmaps/downloads/pdfs/20 10_ASCE-7_Figure_22-17 .pdf
6. Figure 22-18 : http://earthquake.usgs.gov/hazards/designmaps/downloads/pdfs/20 lO_ASCE- 7_Figure_22-18.pdf A-6

ENCLOSURE I Mo-99 Target Cooling System Seismic Analysis Design Calculation Report 30441 R00030/A APPENDIX B USGS MAPS

SUMMARY

REPORT 12/13/20 6 Design MiJPs St.mmary Repon lJSGS Design Maps Summary Report User - Specifi ed Input Buildi ng Code Reference Document ASCE 7-10 Standard (which utilizes USGS hazard data available ,n 2008)

Site Coord inates 38.93 166° N, 92 .3418°W Sit e Soil Classifi cati on Site dass B - ~Rockn Risk Category J/II/IIJ USGS-Provi de d Output s,= 0 .1689 SMs = 0.168 g Sos= 0.112 g s, = 0.093 g s ... = 0. 093 g s... = 0.062 g For information on how the SS and Sl values above have been calculated from p robabilistic (risk-targeted) and deterministic ground motions in the directio n of maxim u m h orizontal respo nse, please return ID the application and select the "2009 NEHRP" build ing code reference document.

M CE 11 Respon se Sp ectrum Design Res pon se Sp ectrnm OU 0 .12 0 1' OU 0 .1 0 G.1 2 o oa

'.! 0 10

'.!II Ill 0 08 Ill 0 o, 0 0G 0 o, 0 04 0 02

0. 02
0. 00 _ _ _ _ _ _ __,_ ........_...__,_ _ _ _+--<

0 .00 ,l----,>--+--+--,--+--+---s>---+--+--

0 00 0 20 t 40 0 ,o O.to l 00 I 20 I ,o I ,o 1 10 2.00 000 0 20 0 ~ 0~ 0 to l 00 1 20 l ~ l ~ l to ~OO Period, T ( Hcl Period, T (s.c)

For PGA,.. T, , c*., and c. , value!:, please view the detailed report.

Although th,s information ts a product of the U.S . Geological Surve y, \.,e pJ'Ovlde no warranty, expressed 01 im plied , as to the accuracy of the data cont~ined the.rein . This tool is not a substitute for technica l subjed -matte r lc:nowledge..

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ENCLOSURE I Mo-99 Target Cooling System Seism ic Analysis Design Calculation Report 30441 R00030/A APPENDIX C FEMA MAPS Earthquake Hazard Maps I FEMA.gov Page 3 of7 program-managers-tool ft.

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