Text

Supporting Documentation for Use of EPRI Report TR-113594 for Evaluating Generic Letter 96-06 Waterhammer Issues
	ML023360464
Person / Time
Site:	Ginna
Issue date:	11/26/2002
From:	Mecredy R; Rochester Gas & Electric Corp
To:	Clark R; Office of Nuclear Reactor Regulation
References
	DA-ME-2002-061, GL-96-006, TR-113594
	Download: ML023360464 (194)
	v • d • e

A Subsidiary of RGS Energy Group, Inc.

ROCHESTER GAS AND ELECTRIC CORPORATION ° 89 EAST AVENUE, ROCHESTER, N.Y. 14649-0001

585 546-2700 www.rge.com ROBERT C. MECREDY Vice President November 26, 2002 Nuclear Operations Mr. Robert L. Clark Office of Nuclear Regulatory Regulation U.S. Nuclear Regulatory Commission ATTN: Document Control Desk Washington, DC 20555

Subject:

Supporting Documentation for Use of EPRI Report TR-1 13594 for Evaluating Generic Letter 96-06 Waterhammer Issues R. E. Ginna Nuclear Power Plant Docket No. 50-244

Dear Mr. Clark:

In Reference (1), the Nuclear Regulatory Commission (NRC) notified Rochester Gas and Electric Corporation (RG&E) that they had determined that EPRI Report TR-1 13594 (Volumes 1 and 2) was acceptable for use in evaluating Generic Letter (GL) 96-06 waterhammer issues within the limits of the report and the NRC safety evaluation (SE). RG&E had previously stated that it intended to use this EPRI guidance in Reference (2) as part of the resolution to GL 96-06. As such, the NRC stated in Reference (1):

We request that you complete actions to address GL 96-06 and submit the information referred to in Section 3.3 of the NRC SE by July 30, 2002. Please contact us to make alternate arrangements if you are unable to meet this schedule.

In Reference (4), RG&E committed to submit the analyses necessary to fully implement EPRI Report TR-113594 by November 30, 2002. The purpose of this letter is to provide the requested information.

Section 3.3 of the NRC SER associated with EPRI Report TR-113594 requires that licensee's supplement their previous responses to GL 96-06 to include, as necessary:

a.

Certification that the EPRI methodology, including clarification was properly applied and that plant specific considerations are consistent with the risk perspective that was provided in the EPRI letter dated Feb. 1, 2002. If the uncushioned velocity and pressure are more than 40% greater than the cushioned values, also certify that pipe failure probability assumption remains bounding. Any questions that were asked previously by the staff with respect to GL 96-06 waterhammer issue should be disregarded.

1000602 6

b.

The additional information that was requested in RAIs that were issued by the NRC staff with respect to GL 96-06 two-phase flow issue (as applicable).

c.

A brief summary of the results and conclusions that were reached with respect to the waterhammer and two-phase flow issues, including problems that were identified along with corrective actions that were taken. If corrective actions are planned but have not been completed, confirm that the affected systems remain operable and provide the schedule for completing any remaining corrective actions.

RG&E implemented the approved EPRI methodology, including the clarifications, as documented in the two design analyses included as Enclosure 1 to this letter:

1.

DA-ME-2002-061, "Resolution of Generic Letter 96-06 Waterhammer Issues Using EPRI Technical Basis Reports (EPRI 1003098 & 1006456)."

2.

DA-ME-200Q-063, "Evaluation of Pipe Segment SW-300 and SW-700 Under Waterhammef"Loading (GL 96-06)."

The analyses determined that the structural integrity and operability of components in the service water (SW) supplied containment recirculation fan coolers (CRFCs) are not jeopardized by waterhammer loadings that are generated during simultaneous occurrence of loss of offsite power and either a main steam line break (MSLB) or loss of coolant accident (LOCA) per GL 96-06.

The uncushioned velocity and pressure was determined to be only 12% greater than the cushioned velocity and pressure. Consequently, the pipe failure probability assumption in the EPRI report remains valid. No corrective actions were taken for the components in the SW system and the CRFCs.

This closes the remaining GL 96-06 issue (waterhammer) for Ginna Station. Two other issues, i.e., (a) two-phase flow effects and (b) thermally induced overpressurization of isolated waterfdlled piping, were closed by our previous submittals to the NRC (References 2 and 3).

I declare under penalty of perjury under the laws of the United States of America that I am authorized by RG&E to make this submittal and that the foregoing is true and correct.

Any questions concerning this issue should be directed to Mr. Brian Flynn, Manager, Primary /

Reactor Systems at (585) 771-3734.

Very truly yours, Executed on November 26, 2002

<<ag cs%

Robert C. Mecredy MDF_271

References:

(1)

Letter from R.L. Clark, NRC, to R.C. Mecredy, RG&E,

Subject:

Electric Power Research Institute (EPRI) Report TR-113594, "Resolution of Generic Letter 96-06 Waterhammer Issues," Volumes I and 2 - R.E. Ginna Nuclear Power Plant (TAC No. M96814), dated April 26, 2002.

(2)

Letter from R.C. Mecredy, RG&E, to G.S. Vissing, NRC,

Subject:

Response to Request for Additional Information (RAI) Related to Generic Letter 96-06 (TA C No. M96814),

dated July 21, 1998.

(3)

Letter from R.C. Mecredy, RG&E, to G.S. Vissing, NRC,

Subject:

Response to Generic Letter 96-06, "Assurance of Equipment Operability and Containment Integrity During Design-Basis Accident Conditions," dated September 30, 1996.

(4)

Letter from R.C. Mecredy, RG&E, to R.L. Clark, NRC,

Subject:

Use of EPRI Report TR 113594 for Evaluating Generic Letter 96-06 Waterhammer Issues, dated June 7, 2002.

xc:

Mr. Robert L. Clark (Mail Stop O-8-C2)

Project Directorate I Division of Licensing Project Management Office of Nuclear Regulatory Regulation U.S. Nuclear Regulatory Commission One White Flint North 11555 Rockville Pike Rockville, MD 20852 Regional Administrator, Region I U.S. Nuclear Regulatory Commission 475 Allendale Road King of Prussia, PA 19406 U.S. NRC Ginna Senior Resident Inspector DA-ME-2002-061, "Resolution of Generic Letter 96-06 Waterhammer Issues Using EPRI Technical Basis Reports (EPRI 1003098 & 1006456)," Rev. 0 DA-ME-200;K-063, "Evaluation of Pipe Segment SW-300 and SW-700 Unaer Waterhammer Loading (GL 96-06)," Rev. 0

Resolution of Generic Letter 96-06 Waterhaimner Issues Using EPRI Technical Basis Reports (EPRI 1003098 & 1006456)

Ginna Station Rochester Gas & Electric Corporation 89 East Avenue Rochester, New York 14649 DA-ME-2002-061 Revision 0 Effective Date Prepared by:

Date Reviewed by:

Independent Reviewer Date Design Analysis DA-ME-2002-061 I

Revision 0 waloýL, /O't"O

REVISION STATUS SHEET Revision Affected Number Sections 0

All Design Analysis 2

DA-ME-2002-061 Descritption of Revision Original Issue Revision 0

TABLE OF CONTENTS SECTION 1.0 2.0 3.0 4.0 5.0 6.0 7.0 8.0 TITLE PAGE NO.

PURPOSE...................................

4 CONCLUSION..............................

6 DESIGN INPUTS...........................

7 REFERENCED DOCUMENTS............

7 ASSUMPTIONS..............................

9 COMPUTER CODES........................

9 AN ALYSIS....................................

9 RESULTS.....................................

27 ATTACHMENT A.........................

28 3

Design Analysis DA-ME-2002-061 Revision 0

Resolution of Generic Letter (GL) 96-06 Waterhammer Issues Using EPRI Technical Basis Reports (EPRI 1003098 & 1006456) 1.0 PURPOSE The USNRC issued GL 96-06 (Reference 1) which identified potential issues with cooling water systems and components following either a LOCA or MSLB concurrent with a loss of offsite power (LOOP).

Components of primary concern are the Containment Recirculation Fan Coolers (CRFCs) and associated piping and supports in the Service Water (SW) system.

During a postulated LOCA or MSLB with concurrent LOOP, the pumps that supply cooling water to the CRFCs and fans that supply air to the CRFCs will temporarily lose power. Consequently, cooling water flow stops in the CRFCs and SW piping. However, due to its inertia, the fan continues to supply high temperature steam into the CRFC tubes filled with stagnant fluid. Boiling may occur inside the CRFC tubes forming steam bubbles that can pass into the SW supply and return lines to form voids. The concern is that prior to pump restart when emergency power is available, the presence of steam and subcooled water in the SW piping creates a potential for waterhammer. Two other concerns or issues related to the LOOP are identified by GL 96-06. The three issues are summarized below.

A. The hydrodynamic loads introduced by the waterhammer event could be substantial, challenging the integrity and function of the containment air coolers, i.e., CRFCs, and associated cooling water systems, as well as posing a challenge to containment integrity.

B. The presence of two-phase flow at the SW system may affect the heat removal capabilities of the system. The heat removal assumptions for design basis accident scenarios were based on single-phase flow conditions. Corrective actions may be needed to satisfy system design and operability requirements.

C. Thermally induced over-pressurization of isolated water-filled piping sections in containment could jeopardize the ability of accident-mitigating systems to perform their safety functions and could lead to a breach of containment integrity via bypass leakage.

Corrective actions may be needed to satisfy system operability requirements.

RG&E made two submittals to the NRC in an attempt to close out GL 96-06. These submittals are detailed in References 2 and 3.

The issues cited in items B and C have been closed out in References 2 and 3 submittals.

Reference 3 cited additional analyses and plant modifications that are the bases for the closeout of these issues.

Design Analysis 4

DA-ME-2002-061 Revision 0

In an effort to close out the waterhammer issue mentioned in item A, RG&E participated in a combined Industry/NEI/EPRI Collaborative Project to develop a technical basis document (TBD) founded on a combined experimental and analytical approach, supported by application of engineering fundamentals.

Results of the waterhammer study are documented in References 4 and 5. Reference 4 is the technical basis report (TBR) and Reference 5 is the user's manual (UM). The user's manual gives the methodology for applying the results of the study to the evaluation of a plant's CRFC/SW system. A sample problem is also included.

Reference 4 delineates detailed background information, the analytical modeling, test data and other method justifications that support the methodology and approach given in the UM (Reference 5).

The TBR and UM were reviewed by NRC and ACRS, culminating in a safety evaluation report (SER) which is included in References 4 and 5. The SER documents the basis for NRC's acceptance of the EPRI approach, which is summarized in the cover letter (Reference 6) and is worded as follows:

"The staff finds this report acceptable for performing evaluation addressing GL 96-06 waterhammer concerns to the extent specified and within the limitations delineated in the EPRI report and in the associated NRC safety evaluation (enclosed)."

1.1 Scope To resolve the waterhammer issue described in item A, Ginna's plant specific configuration and events will be analyzed using the EPRI methodology that is documented in References 4 and 5. The structural integrity of the service water system that supplies cooling water to the CRFCs will be ascertained during the events that are postulated in GL 96-06.

Design Analysis 5

DA-ME-2002-061 Revision 0

2.0 CONCLUSION

S 2.1 Due to the presence of loop seals in the supply and return sections of the CRFCs, the LOOP only event will NOT cause any section of the SW piping system to form a void attributed to column separation. This is due to the fact that the water in the CRFCs and piping has no opportunity to drain by gravity, even though Ginna is an open loop plant.

The CRFCs are always full of water since the supply and return lines are located at a higher elevation than the CRFCs.

Simulated LOOP tests at Ginna after each refueling outages in the past, revealed NO problems related to waterhammer occurrence in supply and return lines of the CRFCs (Reference 19).

2.2 During a LOOP/LOCA or LOOP/MSLB events that are postulated in GL 96-06, water inside the CRFCs do not boil off completely after 30 seconds of fan coast-down.

Assuming maximum heat transfer capacity of the CRFC heat exchanger, only approximately 49 % of the water inventory inside the CRFCs are converted into steam.

2.3 Since the CRFCs are located at a lower elevation than the supply and return service water piping, the steam void that is formed during LOOP/LOCA or LOOP/MSLB is confined inside the heat exchanger. This situation results in the following conditions:

A. Heating of the water inventory at the supply and return headers, especially at the immediate piping that are connected to the nozzles. This effect is caused by the tendency of the steam inside the CRFCs to rise and get displaced due to its buoyant nature caused by low density. This heating had been observed in the headers as a result of a GOTHIC analysis of a fan cooler unit and piping during LOOP and LOCA events (Reference 8).

B The presence of heated water at the supply and return headers of the CRFCs prevents direct contact between the steam void and the cold supply water during restart when flow resumes after emergency power is available to start the SW pumps. This prevents the generation of column closure waterhammer (CCWH). Consequently, this makes the occurrence of CCWH at the CRFCs, and at the supply and discharge piping very unlikely.

It is noted that the EPRI reports (References 4 and 5) has also established that the "

condensation-induced waterhammers (CIWHs), for low pressure service water systems, are limited in magnitude and duration and do not create a limiting transients for the piping system."

2.4 Although the occurrence of CCWH is unlikely in the Ginna configuration, the methodology developed in the EPRI program (References 4 and 5) was applied to the analysis of the CRFC supply and return lines. Results showed that the structural integrity of the CRFC/SW system and components are not jeopardized, since the code design requirements for Ginna (Design Input 3.3) are still satisfied even when CCWH occurs during the events postulated in GL 96-06.

Design Analysis 6

DA-ME-2002-061 Revision 0

2.5 The analysis showed that during restart and refill of the piping, the risk of C1WH is negligible, since the 8" pipe is filled at a velocity which is greater than the velocity determined using a Froude Number of 1 (see Section 7.1.1, Reference 4).

3.0 DESIGN INPUTS 3.1 CRFC dimensions, materials and other pertinent parameters that are utilized in this evaluation or analysis are taken from Reference 9, 10 and 11.

3.2 Data for the service water piping comprising supply and return sections of the CRFC "D" unit that is considered in this analysis are taken from the following:

"* RG&E Drawing No. C-381-358, Sheets 19 & 20

"* Line Spec 125-1 of RG&E Technical Specification SP-5271 3.3 Acceptance criteria for SW piping stresses are described in the RG&E Design Criteria Document, Seismic Upgrade Program, EWR 2512, Rev. 5, April 11, 1989.

3.4 Allowable stresses for piping materials are taken from the applicable code for Ginna, i.e., ANSI B31.1-1973, "Power Piping".

3.5 Containment building conditions following LOCA/MSLB are taken from Ginna UFSAR, Figures 6.1-1 and 6.1-2.

3.0 REFERENCED DOCUMENTS

1.

U.S. NRC Generic Letter 96-06, "Assurance of Equipment Operability and Containment Integrity During Design-Basis Accident Conditions", Sept. 30, 1996.

2. Letter from R. C. Mecredy, RG&E to U.S. NRC Document Control Desk (Attn: Guy S. Vissing), July 21, 1997.

3. Letter from R. C. Mecredy, RG&E to U.S. NRC Document Control Desk (Attn: Guy S.

Vissing), July 21, 1998.

4. EPRI Report No. 1003098, "Generic Letter 96-06 Waterhammer Issues Resolution Technical Basis Report", April 2002.

5. EPRI Report No. 1006456, "Generic Letter 96-06 Waterhammer Issues Resolution User's Manual", April 2002.

Design Analysis 7

DA-ME-2002-061 Revision 0

6. Letter, J. N. Hannon, U.S. NRC to V. Wagoner, Chairman, EPRI Waterhammer Project Utility Advisory Group, "NRC Acceptance of EPRI Report TR-113595, "Resolution of Generic Letter 96-06 Waterhammer Issues,' Volumes 1 and 2."

7. RG&E Drawing, C-381-358 Sheets 19 and 20.

8. EPRI Draft Report, "GOTHIC Analysis of a Containment Fan Cooler Unit and Piping Under LOCA and Loss of Offsite Power Condition", Numerical Applications, Inc., May 1996.

9. Marlo Coil Parts List, Doc. No. 12Q20-120-5608T-25.3-H-3.0-L, Assy. No.

17917C001 dated 1/15/93.

10. Marlo Coil Drawings for Parts Listed Below:

17917C001 dated 11/2/92 17917C002 dated 11/2/92 19917C010 dated 12/16/92 17917C011 dated 12/18/92 17917C012 dated 12/18/92 17917C030 dated 12/16/02 17917C031 dated 12/18/92 17917C050 dated 1/5/93 17917C051 dated 1/25/93

11. Marlo Coil Report, "Summary of Performance Analysis for Post-Accident Conditions

- RG&E Ginna Station Containment Re-circulation", 2/9/93.

12. RG&E Design Analysis, DA-ME-98-1 10, "Evaluation of Two-Phase Flow in CRFC/SW Systems - Two Units/Fouled Case", 7/10/98.

13. RG&E EWR 5275, "Containment Fan Cooler Coil Replacement", 1991.

14. Dominion Engineering, Inc. Design Report, DEI 356, Rev. 1, "EWR 5275 Containment Re-circulation Fan Cooler Replacement."

15. RG&E Technical Specification, SP-5291, "Fabricated Piping and Supports, material Supply and Fabrication (Nuclear Plant)."

16. Faires V. M., "Thermodynamics", 4 th Edition

17. RG&E Design Analysis, DA-ME-98-1 11, "Evaluation of Two-Phase Flow in CRFC/SW Systems - Two Units/Clean Case", 7/12/98.

18. RG&E Design Analysis, DA-ME-2002-063, "Evaluation of Pipe Segment SW-300 and SW-700 under Waterhammer Loading (GL 96-06)."

Design Analysis 8

DA-ME-2002-061 Revision 0

19. RG&E Procedure RSSP 2.2, "Diesel Generator Load and Safeguard Sequence Test."

5. ASSUMPTIONS 5.1 Although it is unlikely that waterhammer will occur during a LOOP/LOCA or LOOP/MSLB postulated accidents required by GL 96-06, this evaluation will conservatively assume that a CCWH occurs during restart of the SW system when emergency power is available.

5.2 Waves travel upstream (supply piping) and downstream (return piping) of the CRFCs due to effects of rarefaction and compression waves. Consequently unbalanced forces will be present in these piping. Effects of these forces on the structural integrity of the SW system and components will be evaluated.

5.3 Since the elevations and configuration of Ginna's four CRFC units are similar, only one "typical" and conservative configuration will be considered in this analysis. CRFC "D" unit is chosen due to the presence of the longest straight sections. This gives larger unbalanced forces due to waterhammer.

5.4 Other assumptions, which are not mentioned will be stated and justified in the analysis before these are used in the calculations.

6.0 COMPUTER CODES None 7.0 ANALYSIS 7.1 System Configuration 7.1.1 As reported in References 2 and 3, Ginna has' four CRFC units that provide cooling of the containment building under both normal operating and design-basis accident conditions. Service water is supplied to the CRFCs to provide cooling water and transfer the heat load from the containment building to Lake Ontario, the "ultimate heat sink".

Ginna therefore utilizes an open loop system for cooling the CRFCs.

7.1.2 Ginna is currently using an enhanced design CRFCs, since the original components were replaced by RG&E during the 1993 refueling outage, due to problems such as Design Analysis 9

DA-ME-2002-061 Revision 0

performance limitations, degrading material condition, and poor accessibility for inspection, cleaning, and repair (Reference 13).

7.1.3 Replacement CRFCs made improvements in the structural integrity and cooling capacity of the tubes or coils and also involved substantial modifications to the support structure (Reference 14). Details of the CRFCs are given in References 9, 10, and 11.

7.1.4 Configuration of supply and return lines to the CRFCs, were reported to the NRC during the two previous RG&E submittals per References 2 and 3. The configuration for the "D" CRFC unit that is considered in this analysis is detailed in Reference 7.

7.1.5 For the purpose of this analysis, the CRFC/SW configuration is depicted in Figure 7-1, which follows the configuration used in the EPRI reports.

7.1.6 Pertinent parameters and corresponding source references for the CRFCs and SW piping are listed in Table 7-1.

7.1.7 Inputs related to Ginna system configuration (Figure 7-1) that are used in the calculation methodology described in the User's Manual (UM) per Reference 5 are listed in Table 7-2.

10 Design Analysis DA-ME-2002-061 Revision 0

Figure 7-1. Typicat Ginna CRFC/SW piping configuration Nodes Elevation L

A B

B' C

D D'

E 249' 245.7' 263.3' 256.3' 267.3' 265.5' 265.5' 258.3' 264.5' To other 3 CRFC's B

263.3' 8"

SW pump 14"

?54 7' 249' L

A To other System loads CONTAINMENT BUILDING E8, E From other a64.5' 83 CRFC's 14" L

To discharge canat 11 Revision 0 Design Analysis DA-ME-2002-061

Table 7-1 Pertinent Parameters for CRFC/SW Piping System 12 CRFCs Reference No. of coils per unit or CRFC --------------------

3 11 Total number of units or CRFCs ------------------

4 11 Tube material ------------

AL-6XN, Austenitic SS 9

Tube OD/Thickness 0.625"/0.035" 9

For each coil:

No. of tube rows (depth) 12 10 No. of tube rows (height) 20 10 SW PIPING (Supply and Return)

Line Spec designation 125-1 7

Material ASTM A53-64, Gr. B 15 Pipe size 8" Schedule 40 15 OD

=

8.625" ID

=

7.981" Thickness = 0.322" Material properties:

Design Input 3.4 SY = 60,000 psi (yield strength)

Sh = 15,000 psi (Material allowable stress)

Design Analysis DA-ME-2002-061 Revision 0

Table 7 - 2 Ginna Configuration Inputs for Open Loop CRFC/SW System Shown in Figure 7-1 INPUT VALUE REFERENCE DESCRIPTION EL "L" 249 ft 3

Elevation of heat sink El "C" 267.3 ft 3

Elevation of void rear EL "D" 265.5 ft 3

Elevation of void front Patm 14.7 psia 3

Atmospheric pressure Tvoid 2120F 3

Void temperature when pump restart (corresponding to atm. Press. Since Ginna has open system)

Tpipe-initial 800 F 3

Pipe temperature before start of transient LAB 45.16 ft 3

Pipe length from Nodes "A" to "B" LBC 81.692 ft 3

Pipe length from Nodes "B" to "C" LDD' 49.255 3

Pipe length from Nodes "D" to "D"'

QBB'C 954,24 gpm 12 Flow through CRFC with 2-phase flow downstrea VC(inifial) 14.642 ft3 Sec. 7.2 Volume of water in CRFC at start of transient VC(final) 7.179 ft3 Sec. 7.3 Volume of water in CRFC when SW pumps restart Pipe 40 7

All pipes in SW system has schedule 40 Schedule V2phase 7.463 Sec. 7.3 Volume of water in CRFC converted to steam LTube 120 inches 10 Length of tubes in CRFC Tube ID 0.625 inches 10 CRFC tube diameter NTubes 720 10 Total number of tubes in CRFC PDesign 150 psig 7

SW system design pressure TDesign 2000F 7

SW system design temperature Design Analysis 13

. DA-ME-2002-061 Revision 0

7.2 Calculate Volume of Water Inside CRFC Number of coils/CRFC = 3 Tube OD = 0.625" Tube thickness = 0.035" Tube ID = 0.625 - 2(0.035) = 0.555" Per Reference 10, the total volume of water at each coil is:

VC = VTubes + VEnds + VTubeplate + Vspacer (1)

Where:

VTubes = Volume inside tube section of each coil

= (fl/4)x(0.555 2)x120x240 = 6967.36 in3/coil (2)

VEnds = Volume of tube bent in a semicircle that connects two tubes at the end Bend Diameter = (0.75 2+ 1.5 2)12 = 1.667"

Hence, VEnds = (H-x 1.667/2) x (1-/4)xO.555 2 x (240 tubes/2)

=

76.02 in3/coil (3)

VTubeplate = Volume of water in the tubes that passes through the 2.25 thick tubeplate

= (I-/4)x(0.555 2)x 240 tubes x 2.25"

=

130.638 in3/coil (4)

Vspacer = Volume at spacer area. From Reference 10, the spacer dimension is 17.5" wide, 30.25" deep, and 2.375" thick. Hence, Vspacer = 2.375x 17.5x30.25 = 1257.266 in3/coil (5)

Substituting data into Equation (1), we get Vc = 1257.266 + 130.638 + 76.02 + 6967.36 = 8431.284 in3/coil (6) in3 Total Volume for the CRFC Unit = 8431.284x3coils/1728 ---

Ft 3

VC(total)

= 14.64 ft3 (7)

Design Analysis DA-ME-2002-061 14 Revision 0

This is also the initial volume of water inside the CRFC at the start of the transient.

Hence, Vc(initial) = 14.64 ft3 (7) 7.3 Calculate Amount of Water that Boil Off During LOOP/LOCA Elapsed time from LOOP to emergency diesel generator restart = 30 seconds (References 1 and 3)

Initial temperature of water inside CRFC = 800 F During LOOP, the pressure of the SW system decrease to 0 psig, since there are no sections in the supply and return sections of the CRFCs that experience column separation.

Steam will form at 14.7 psia, where hfg, the latent heat of vaporization = 970.3 Btu/lb (Reference 16).

To convert one lb of water inside CRFC to steam will require, Hsw = 212 - 80 + 970.3 = 1102.3 Btu/Ib (8)

At 80'F, the specific volume of water is 0.01608 ft3/lb (Reference 16). Hence, the water

density, Pwater = 1/0.0 1608 = 62.2 lb/ft3 To boil completely all the water inside the CRFC, the amount of heat needed is, QBoil = 14.64 ft3x62.2 lb/ft3xl 102 Btu/lb

= 1,003,490.3 Btu (9)

From Reference 11, the maximum heat transfer capacity of each CRFC is, HCRFC =3x19.688x106 = 59.064x106 Btu/hr (10)

= 59.064x106 / (3600 sec/hr) = 16406.667 Btu/sec (10)

For 30 seconds duration, heat transfer at CRFC available to boil the water content is, Q30 Sec = 30 sec x16406.667 Btu/sec = 492,200 Btu (11)

Design Analysis 15 DA-ME-2002-061 Revision 0

From Equations (9) and (11), it is apparent that the water inventory inside the CRFC will not be converted completely into steam.

Amount of water that is converted into steam is, Wste

= (492200/1,003,490.3) x 100 = 49.05%

(12)

Based on the configuration of the supply and return piping with respect to the CRFCs, the following facts are revealed.

1. More than 50% of the initial water inventory remains inside the CRFCs during reestablishment of flow when emergency power is available to start the SW pumps.

2. During LOOP when steam forms inside the CRFCs, it rises and gets displaced by colder water coming from the supply and return piping, which are situated at a higher elevation outside of the CRFCs. This movement of the steam results in heating up the water immediately at the entrance and exit of the CRFCs. This results in the formation of thermal layers, which will make the occurrence of CCWH during restart very unlikely during restart.

3. The thermal layers act as a buffer zone for the steam void and the cold water during resumption of flow when emergency power becomes available. Consequently, generation of CCWH is prevented.

The maximum lake temperature, which is specified for Ginna has been changed to 850 F.

However, this should not affect the above results since per the EPRI Technical Basis Report (Reference 4), the initial temperature of the service water was found to have a low influence on the waterhammer process.

7.4 Evaluate Flow Velocity During Restart of SW system The steam void that forms during the 30 second LOOP duration at the CRFC will affect the flow parameters during restart of the SW system when emergency power becomes available. Qualitatively, the presence of a two-phase region will generate an additional resistance to the initial flow that the net effect is to slow down the flow velocity. This is beneficial to the system in that, it limits the 'magnitude of any column closure waterhammer (CCWH) that maybe generated.

During investigation of effects of two-phase flow for Ginna (one of the issues for GL 96 06), an analysis was made that simulates the behavior of the CRFC/SW system during a LOCA/MSLB event. Two cases were considered, i.e., when the CRFCs are clean, and fouled. These analyses are documented in References 12 and 17.

Design Analysis 16 DA-ME-2002-061 Revision 0

Since the configuration of all CRFC/SW units are similar (Reference 3), and the steam void that forms during LOOP has the same effect as the two-phase region that was considered in References 12 and 17, the worst case condition among the two cases will be evaluated in this analysis. This happens to be the case where the CRFCs are fouled and reported in Reference 12.

Parameters from Reference 12 that will be utilized here are:

QMax Flow = 954.24 gal/min (Max flow rate)

(13)

KAdd

= 68.4669 (Additional resistance due to two-phase flow)

For an 8" Schedule 40 pipe, ID = 7.981 inches Also 1 ft3 = 7.481 gallons The corresponding velocity at the SW pipe for the above flow is 954.24 gal/min 1

Vpipe

) x (1/7.481 gal/ft3) X [ --------

] X 144 in2/ft 2 60 sec/min l x (7.98 12)/4

=6.12 ft/sec (14) 7.5 Evaluate Possibility of Condensation Induced Waterhammer (CIWH) During Restart The EPRI Technical Basis Report (Reference 4) gives a criterion for CIWH occurrence during pipe refill. In Section 7.1.1, it states that "... if the pipe is filled at a rate greater than velocity determined using a Froude Number of 1.0, then the risk of CIWH is negligible for all pipe sizes."

Froude Number is expressed as, FR = Vpipe/(gD)112 (15)

Where:

Vpip, = Velocity inside pipe, ft/sec = 6.12 ft/sec g = Acc. Due to gravity = 32.2 ft/sec 2 D = Pipe inside diameter, ft = 7.981/12 = 0.665 ft Substituting data into Equation (15),

Design Analysis 17 DA-ME-2002-061 Revision 0

FR

= 6.12/(32.2x0.665)1/2 = 1.32 (16)

Since the Froude Number during refill (1.32) is greater than 1.0, the risk of generating ClWH is negligible.

7.6 Evaluation of Effects of Column Closure Waterhammer (CCWH)

Even though the possibility of CCWH occurrence is negligible, primarily due to the prevention effects of (a) the thermal layers and (b) the absence of column separation, we will utilize the EPRI reports (References 4 and 5) to evaluate its effects on the CRFC/SW system.

The methodology will follow that given in Section 7 of the User's Manual (UM) documented in Reference 5. Figue 7-1 shows the configuration of CRFC Unit "D", which is a conservative, and typical of all CRFC units at Ginna. Tables 7-1 and 7-2 list input parameters for the unit "D" configuration.

7.6.1 Calculate Volume of Steam Void Since only 49.05% (Eq. 12) of the initial water content is converted into steam, the void that will form inside CRFC is, Vvoid = 0.4905 x 14.64 = 7.18 ft3 (17) 7.6.2 Determine Equivalent Void Length in 8" Piping When transferred into the 8" Sch. 40 piping, the equivalent length of the void is, 7.18 ft3 x 144 inZ/ft2 LAO = - - - - - - - - - - - - - - -

(H/4)x7.9812 in2

= 20.66 ft (18) 7.6.3 Determine Applicability of the User's Manual for Ginna The curves in the UM (Reference 5) were developed using an approximate, yet conservative method to simplify solutions of the fluid dynamics equations, which are highly non-linear. The rigid body model (RBM) generated results that were eventually compiled into applicable graphs to calculate the "cushioned velocity" of the collapsed fluid. These curves are assembled in Appendix A of the UM (Reference 5).

Design Analysis 18 DA-ME-2002-061 Revision 0

Referring to Figures 7-1 and Table 7-2, the lengths of pipes from points A to B and B to C are calculated below using the piping drawings that were submitted to the NRC per Reference 3. This drawing is attached in this analysis as Attachment A.

LAB = 2.75 + (263.25-245.67) + 2.667 + 2.468 + 9.521 +10.178 = 45.164 ft (19)

LBc = 10.792 + (263.25-256.25) +9.0 + (265.5-256.25) + 8.692 + 36.958 = 81.692 ft The length of the accelerating water column is, Lwo =LAB + LBc =45.164 + 81.692 = 126.856 ft.

(20)

Hence, LAO < 100ft (21)

Lwo < 200 ft The curves and data in the UM (Reference 5) apply, specifically the curves in Figure A 13 for determining the cushioned velocity, which is utilized to calculate the waterhammer peak pressure.

7.6.4 Evaluate Initial Velocity During Restart at Supply and Return Piping of the CRFCs During restart of the SW pump when emergency power is available, the flow in the SW system is re-established with a void at the CRFC. This condition benefits the system because, the void increases system resistance, and consequently slow down the flow of fluid inside the 8" pipe.

Section 7.4 has calculated this initial velocity using results of computer simulations during LOCA/MSLB events. The initial velocity was found to be, Vinitial = 6.12 ft/sec (14) 7.6.5 Determine Additional Resistance Due to the Void Reference 12 also calculated the additional system frictional resistance due to the void that formed in the CRFC/SW system. This value is one of the parameters needed to predict the cushioned velocity that generate the CCWH peak pressure. From page 11 of Reference 12, the additional resistance is, Kvoid = 68.47 (dimensionless)

(22) 7.6.6 Determine Gas Release and Mass of Air Released in the Void Design Analysis 19 DA-ME-2002-061 Revision 0

It is assumed that the void will form at atmospheric pressure. It has a corresponding saturation temperature of 2120 F. This is a realistic assumption because the elevation of the CRFC relative to the SW pump is only 20.5 ft. Furthermore, there is no column separation in the CRFC since it is full of water during LOOP initiation.

Hence, the void temperature is, Tvoid = 2120 F (23)

Since Tvoid > 2000 F, the rigid body model (RBM) assumption of the EPRI methodology (Reference 4) bounds the Ginna parameters and can consequently utilize the curves given in the UM (Reference 5).

The following parameters are used to evaluate the air released in the CRFC:

Vcoi = 14.64 ft3 Tsw = 80' F or (24)

= (80 - 32)/1.8 = 26.70 C, the service water temperature.

wsw = Service water density at 800 F = 62.19 lb/ft3 The mass of water in CRFC is, MCRFC = 14.64 x 62.19 = 910.5 lb (25)

Note that MCRFC represents the total mass of service water inside the tubes that will potentially lose 50 % of it's non-condensable gas if evaporated into steam (Reference 5).

Figure 5-3 in the UM (Reference 5) gives the concentration of air dissolved in water versus the water temperature. At 26.70 C, mg of air/liter of water = 21 mg/liter (26)

For the CRFC contents, only 49.05% (Equation 12) is converted into steam. Since there are 28.32 liters/cu ft (Reference 16), and 50% of the air is given out, the mass of air in the void is, MAir = 0.5 x 0.4905 x 14.64 ft3 x 28.32 liters/ft3 x 21 mg/liter

= 2135.3 mg air (27)

Design Analysis 20 DA-ME-2002-061 Revision 0

Check: For void closure in 8" piping, there should be at least 900 mg of air according to Reference 5 (UM), Table 5.2. Since MAir is greater than 900 mg, the RBM curves in Attachment A can be applied to Ginna.

7.6.7 Calculate Cushioned Velocity In order to determine the cushioned velocity, the following parameters that have been previously determined are utilized:

VInitial = 6.12 ft/sec (14)

Kvoid = 68.47 (22)

LAO

=20.66 ft (18)

Lwo 126.856 ft (19)

MAir

=2135.3 mg (27)

Tvoid

= 2120 F (23)

Curves in Attachment A of the UM (Reference 5) gives cushioned velocities for different pipe sizes and parameters that are given above. There are no curves for 8" pipes, but according to the UM (Reference 5), in the absence of a pipe size, the next higher one that is given can be used. For the Ginna configuration, curves for a 10" pipe will be used.

From Figure A-13, with MAir = 2135.3 mg and K = 68.47, the ratio VCushioned/Vlnitial = 0.91 (28)

Note that the final closure velocity will be reduced by 9% just by considering air in the void. Also, pressure clipping is not included.

By also considering steam cushioning, further reduction can be achieved. The curves in Figure A-40 of the UM (Reference 5) can now be used. Using the same parameters given above, the ratio defined in Equation (28) becomes, VCushioned/rVInitial = 0.88 (28)

We will utilize Equation (28) in this analysis to take advantage of the steam and air effects. Hence the cushioned velocity becomes, VCushioned = 0.88 x 6.12 = 5.39 ft/sec (29)

Design Analysis 21 DA-ME-2002-061 Revision 0

7.6.8 Calculate Sonic Velocity in Water Inside Pipe The sonic velocity is calculated using Equations 5-1 and 5-2 of the UM (Reference 5).

These equations take into account the effects of thin walled pipe deformation. The combined form of the two equations is written below.

j3g/w Cpipe = [--------.

]1/2 (30) 1 + DP3/tE Where:

P3 = Bulk modulus of water, lb/in2

= 319000 lb/in2 (Reference 4) g = Acceleration due to gravity = 386.4 in/sec2 62.19 lb/ft3 w = Water density, lb/in3 = -----------------

1728 in 3/ft 3

= 0.036 lb/in3 D = 7.981" (Pipe inside diameter) t = Pipe thickness = 0.322 "

E = Pipe modulus of elasticity, psi = 27.6x106 lb/in2 Substituting the above data into Equation 30, we have 319,000lb/in 2 x 386.4in/sec 2/0.036 lb/in3 Cpipe = [

1/2 1 + (7.98 1in x 319,000lb/in 2)/(0.322in x 27.6 x 106 lb/in 2)

= 51,586.2 in/sec

= 51,586.2/12 = 4299.1 ft/sec (31)

This is the sonic velocity in water inside the 8" pipe of the CRFC/SW system.

Design Analysis 22 DA-ME-2002-061 Revision 0

7.6.9 Calculate Peak Pressure Pulse With No "Clipping" Utilizing Equation 5-3 in the UM (Reference 5), the peak waterhammer pressure is calculated using the well-known Kowkowski's Equation.

APNo Clipping

- 0.5 X WMass X VCushioned X Cpipe (32)

Where:

WMass = Mass density of service water = 62.19 lb/ft3 / 32.2 ft/sec2

= 1.9314 lb-sec 2/ft4 (33)

VCushioned = 5.39 ft/sec (29)

Cpipe = 4299.1 ft/sec (31)

Substituting the above data into Equation (32), we get APNo Clipping = 0.5 x 1.9314 lb-sec 2/ft4 x 5.39 ft/sec x 4299.1 ft/sec

= 22377 lb/ft2 or

= 223771b/ft2 /144 in2/ft2

= 155.4 psi (33)

This is the peak waterhammer pressure without consideration of clipping. This analysis does not consider the clipping effect, which always lowers down the results. Hence, we obtain conservative results here.

7.6.10 Calculate Rise Time of the Pressure Wave Equation 5-4 of the UM (Reference 5) calculates the rise time of the pressure wave as, TR = 0.5 x V13 Sec (34)

Where: V = Cushioned velocity = 5.39 ft/sec Substituting this into Equation (34) gives, TR = 0.5x(5.39)1"3 = 0.056 sec or 56 milliseconds (35)

The rate of pressure increase during the waterhammer event has a significant effect on the peak pressure magnitude and on the unbalanced loads in straight piping segments (see Section 5.3.4 of Reference 5). The peak pressure will be reduced by reflections of rarefaction waves from area expansions and other fittings in the piping system, if the rise time is long relative to the reflection time.

Design Analysis 23 DA-ME-2002-061 Revision 0

The unbalanced loads are reduced if the.distance occupied by the rising pressure wave is long relative to the length of the piping system. The maximum unbalanced force on the straight sections of the Ginna CRFC supply and return lines is evaluated in the next section.

7.6.11 Calculate Maximum Unbalanced Force in CRFC Supply and Return Piping Based on the value of rise time and the sonic velocity inside the pipe, the distance occupied by the rising pressure wave is, LRising Wave -= 0.056 sec x 4299.1 ft/sec = 240.75 ft (36)

The supply and return piping of the CRFC has a maximum straight length of 49.3 ft as shown in Reference 3. This is located in the return line. It will be conservatively assumed that this length will generate unbalanced forces that will be applied to both supply and return piping when investigating the structural integrity of the piping system. Hence, Lstraight = 49.3 ft (37)

Since, Lstraight < LRising Wave (38)

It is expected that the unbalanced force on the straight pipe lengths generated by the pressure pulse will be reduced. This is due to the fact that the straight pipe will have a balancing pressure at the one end when the opposite end sees the maximum pressure rise. This concept is shown in Figure 7 - 2.

The distance in the pipe that is occupied by the whole pressure wave is O-T', where T' is the point which sees the maximum pulse and 0 is the point that sees the nil pulse. The straight pipe length (49.3 ft) is represented by S'-T', where the pipe is superimposed with the distance that sees the whole wave. Since the unbalanced force in the straight pipe length is the product of its area and the pressure differential at both ends, we can see in Figure 7 - 2 that the pressure differential for S'-T', is much less than the maximum pressure rise of the wave.

Hence the unbalanced force for the straight pipe section is, Fpipe = Apipe x (PT - Ps)

(39)

Where: Apipe = Pipe cross-sectional area, in 2

= 1I x 7.9812/4

= 50.03 in2 (39)

Design Analysis 24 DA-ME-2002-061 Revision 0

(PT - PS) = Pressure differential at both ends of straight pipe, psi (See Figure 7-2)

(psig) 155,4 Lfl n

C)

E

+1 C)

F 0)

T S

/

240,75' Distance occupied by rising wave PT -PS S"I (max, straight pipe at CRFC return)

"T (Ft)

Pipe Length Figure 7-2 Reduced. Unrboionced Force or Straigrt Section oF CRFC Piping From Figure 7-2, it is apparent that (PT - Ps) can be calculated using the similarity

equation, 25 Design Analysis DA-ME-2002-061 Revision 0

PT - PS" 155.4 (4 0 )

49.3 240.75 Solving for the pressure differential and since Ps = Ps", we get (PT - PS) = 49.3 x 155.4 / 240.75

= 31.82 psi (41)

Substituting data into Equation (39), we get the maximum unbalanced force at the straight section.

Fpipe = 50.03 x 31.82 = 1591.95 lb (42)

This is the maximum unbalanced force that will be applied to the supply and return piping of the CRFC.

7.6.12 Evaluation of Piping Due to Effects of Waterhammer Loads To evaluate the structural integrity of the supply and return piping of the CRFC, the maximum unbalanced force that was calculated (Equation 42) will be applied at the longest straight sections of the supply and return lines. To simulate the dynamic effects of the waterhammer loads, a dynamic factor of 2.0 will be applied to the value listed in Equation 42 and imposed statically on the straight sections of the supply and return piping. Hence, the dynamic piping load becomes, FDynamic = 2.0 x 1591.95 = 3194 lbs (43)

Stress analysis of the CRFC supply and return lines are documented in Reference 18.

Results are summarized in Table 7 - 3.

Table 7 - 3 Piping Stresses Generated by Waterhammer Loads in CRFC Supply and Return Lines Piping System Maximum Stress Allowable Stress (From Reference 18)

(From Design Input 3.3)

Supply Pipe (SW-700) 24,083 psi (deadweight, 27,000 psi pressure & waterhammer)

Design Analysis 26 DA-ME-2002-061 Revision 0

Return Pipe (SW-300) 3,685 psi (deadweight, 27,000 psi pressure & waterhammer-Table 7-3 shows that for both supply and return piping, the stresses generated by the combined effects of deadweight, internal pressure and waterhammer loads are still less than the allowable stresses required by Ginna Design Criteria Documents. Consequently, the structural integrity of the CRFC/SW system is assured during LOOP/LOCA or LOOP/MSLB events that are postulated by GL 96-06.

Nozzle loads at the CRFC have been reviewed based on actual configuration shown in References 9 and 10. It was found that structural integrity can be maintained due to the sturdy construction of the nozzles.

8.0 RESULTS Using the EPRI methodology for evaluation of waterhammer in the CRFC/SW system, as documented in the Technical Basis Report (Reference 4) and the User's Manual (Reference 5), the following results are obtained.

1.0 Dynamic loads due to waterhammer (CCWH) will not jeopardize the structural integrity of the pressure boundary of the CRFC/SW system during events postulated by GL 96-06. Ginna's design commitments are still satisfied since the maximum piping stress in the supply and return lines is less than the allowable value, i.e., 24,099 psi <

27,000 psi.

2. During restart of the SW pumps when emergency power is available, condensation induced waterhammer will not occur since Ginna satisfies the EPRI criterion that during refill, the Froude Number is greater than 1 (i.e., FR = 1.32).

3. This analysis closes out the remaining issue (hydrodynamic loads generated by waterhammer) for Ginna in compliance with GL 96-06.

27 Design Analysis DA-ME-2002-061 Revision 0

ATTACHMENT A SIMPLIFIED LAYOUT OF CRFC/SW PIPING SYSTEM Design Analysis DA-ME-2002-061 28 Revision 0

0105

-23,50,5L-__

,11.00' EL. ý 1 0 I/1 lL1

2 so.

P315

-EL 258.250" TYPICAL OUTLET PIPING FROM CFRC'S TO DISCHARGE CANAL 16 CLOW" iN TYPICAL INLET PIPING FROM SW PUMPS

.j

z.

TO CFRC'S N

ATTACHMENT 2 RESPONSE TO GENERIC LETTER 96-06 RAI SIMPLIFIED LAYOUT OF CRFC/SW SYSTEM

D0994357 Evaluation of Pipe Segment SW-300 and SW-700 under Waterhammer Loading (GL-96-06)

Ginna Station Rochester Gas and Electric Corporation 89 East Avenue Rochester, New York 14649 DA-ME-2002-063 Revision 0 E)fft 2

Effecti~ve Date Prepared by:

Design Engineer Date Approved by:

Category Reviewed 0-*

DI /

'te 0 Date Page 1 of 19

REVISION STATUS SHEET Descrintion of Revision Original Design Analysis DA-ME-2002-063 Revision 0

Date 10/31//2002 Page 2 of 19 Revision Number Affected Sections 0

All

TABLE OF CONTENTS SECTION 1.0 2.0 3.0 4.0 5.0 6.0 7.0 8.0 TITLE PAGE NO.

OBJECTIVE...........................................

Page 4 of 19 CONCLUSIONS........................................

Page 4 of 19 DESIGN

.NP T.......................................

Page 4 of 19 REFERENCED DOCUMENTATION.......................

Page 4 of 19 ASSUMPTIONS........................................

Page 5 of 19 COMPUTER CODES....................................

Page 5 of 19 ANALYSIS............................................

Page 6 of 19 ANALYSIS RESULTS..................................

Page 19 of 19 Attachment A PS+CAEPIPE output for SW-300...............

Pages 100 Attachment B PS+CAEPIPE output for SW-700................

Pages 40 Design Analysis DA-ME-2002-063 Page 3 of 19 Revision 0

Date 10/311/2002

Evaluation of Pipe Segment SW-300 and SW-700 under Waterhanmmer Loading 1

OBJECTIVE To evaluate the structural piping integrity and pipe support adequacy of line segments SW-300 and SW-700 under waterhammer loading which could occur following either a LOCA or a MSLB concurrent with a LOOP.

2 CONCLUSIONS The evaluation performed in section 7.0 shows that pipe segments SW-300 and SW-700 are structurally adequate to withstand the deadweight and prescribed waterhammer loading.

3 DESIGN INPUT 3.1 NRC Generic Letter (GL) 96-06 [1]

3.2 RG&E Design analysis DA-ME-2002-061 "Resolution to GL 96-06" 4

REFERENCED DOCUMENTATION 4.1 RG&E Design analysis DA-ME-2002-061 "Resolution to GL 96-06" 4.2 Westinghouse pipe stress report SDTAR-80-05-50 revision 0, dated May 1981 "Piping Stress Analysis Service Water System, Section 700" 4.3 Bell Engineering report No. 8001-ME-001, Rev. 0, dated January 11, 1993, "Pipe Stress Analysis Service Water Piping System, Return Line from unit #1D to Penetration #323 (SW-300)"

4.4 Bell Engineering report No. 8001-05050016 Rev. 0, dated February 18, 1994, "Evaluation of Pipe Supports SWU-1 through SWU-20 and Penetrations 201 & 323 on Line Segment 300".

4.5 Gilbert Associates pipe support calculations:

4.5.1 Pipe support SWU-38 4.5.2 Pipe support SWU-39 4.5.3 Pipe support SWU-40 Design Analysis Revision 0

Date 10/31//2002 Page 4 of 19 DA-MIE-2002-063

4.5.4 Pipe support SWU-41 4.5.5 Pipe support SWU-42 4.5.6 Pipe support SWU-43 4.5.7 Pipe support SWU-44 4.6 Gilbert Isometric drawings:

4.6.1 C-381-358 sheet 19, revision 2 4.6.2 C-381-358 sheet 27, revision 2 4.6.3 C-381-358 sheet 30, revision 2 4.6.4 C-381-358 sheet 36, revision 4 4.6.5 C-381-358 sheet 20, revision 1 4.7 JC White cut sheet (See attachment A) 4.8 RG&E, Ginna Station Response Spectra, (Seismic Upgrade Program) enveloped spectra Aux. Bldg el. 253'" Containment bldg el. 253' and Containment structure el. 256', nodes 402, 1205 and 306 respectively.

4.9 American National Standard Code, ANSI B31.1 "Power Piping Code", 1973 edition, 4.10 Technical Spec SP-5291 for R E Ginna Nuclear Power Plant.

4.11 Design Criteria EWR-2512, "Seismic Upgrade Program" rev. 5, dated 4/11/89.

5 ASSUMPTIONS 5.1 Any assumptions are resolved within the body of the analysis.

6 COMPUTER CODES 6.1 PS+CAEPIPE Pipe stresses, support loads and anchor reactions are determined in this analysis by PS+CAEPIPE, Nuclear option, version 3.4.08e, program date: December 1994.

Design Analysis Revision 0

DA-ME-2002-063 Page 5 of 19 Date 10/31//2002

PS+CAEPIPE is a group of interrelated programs for performing linear elastic analysis of three dimensional piping systems subject to a variety of loading conditions. Nuclear and conventional power generation piping systems may be investigated for compliance with piping codes and with other constraints on system response.

Design Analysis DA-ME-2002-063 Page 6 of 19 Revision 0

Date 10/31//2002

ANALYSIS The affected portions of line segments SW-300 and SW-700 will be modeled and PS+CAEPIPE runs performed to determine their structural adequacy.

SW-300 Pipe Stress Analysis The portion of line segment SW-300 affected by this modification is modeled and analyzed for deadweight and waterhammer loading.

7.1 7.1.1 DESIGN INPUTS 7.1.1.1 Model development This section contains the design input information required to developed the model of the modification piping on the PS+CAEPIPE computer code.

The data for pipe properties, lumped weights, valve data and support data are tabulated in the following sections.

7.1.1.2 Pipe properties (from ref 4.3.1 and 4.6)

Pipe properties such as cross sectional area and section modulus are calculated by PS+CAEPIPE from the properties tabulated in table 7.1.1.2.1:

Table 7.1.1.2.1 Pipe Properties:

Size Pipe (in)

Weight (lbs/ft) (ref. 4.6 & 4.8)

(in)

O.D.

Thickness pipe/tube contents

insulation total 8

8.625 0.322 28.550 21.700 3.840 54.09 6

6.625 0.280 18.970 12.510 1.830 33.31 4

4.500 0.237 10.790 5.510 1.410 17.71 3

3.500 0.216 7.580 3.200 1.120 11.90 21/2 2.875 0.203 5.794 2.073 1.000 8.87 2

2.375 0.154 3.650 1.453 0.860 5.96 weight of water / unit length

- pipe Design Analysis DA-ME-2002-063 Page 7 of 19 Revision 0

Date 10/31//2002 7

7.1.1.3 Lumped weights 7.1.1.3.1 Lumped weights due to fittings Node Description Weight (Ibs)

Reference 940 support attachment 19.0 4.3 960 support attachment 20.0 4.3 935 support attachment 18.0 4.3 895 support attachment 26.0 4.3 860 support attachment

'19.0 4.3 845 support attachment 18.0 4.3 833 support attachment 30.0 4.3 820 support attachment 22.0 4.3 98 4" 150# RFWN & RFSO flanges 30.0 4.3 56 4" 150# RFWN & RFSO flanges 30.0 4.3 10 3" 300# RFWN flange 19.0 4.3 625 4" 150# RFWN & RFSO flanges 30.0 4.3 700 3" 300# RFWN flange 19.0 4.3 1835 21/2" coupling 1.0 4.3 1843 21/2" coupling 3.5 4.3 1865 11/2" Valve 4772 16.5 4.3 1900 21/2/2" x 11/2" reducing coupling 10.0 4.3 2135 2" Valve 4794 24.5 4.3 2200 support attachment 8.0 4.3 2230 support attachment 2.0 4.3 2255 support attachment 1.0 4.3 3235 2" 150# RF flange 14.0 4.3 3255 support attachment 7.0 4.3 145 3" 300# RFWN flange 19.0 4.3 Design Analysis DA-ME-2002-063 Revision 0

Date 10/31//2002 Page 8 of 19

7.1.1.4 Pipe material (ref. 4.3.1 ; 4.13)

Seamless or Welded stainless steel, A53-64 Grade B:

7.1.1.5 Design conditions (ref. 4.1, 4.3.1)

Design Pressure P =

Design TemperatureT =

150 psig 200°F 7.1.1.6 Support stiffness data Table 7.1.1.7.1 Design Analysis DA-ME-2002-063 Support stiffness Page 9 of 19 Stiffness Number Node Kx Ky Kz Referenc SWU-1 3370 3.6700e+04 4.3 SWU-2 3355 2.7200e+04 4.3 SWU-3 3325 9.1940e+04 4.3 SWU-3 3325 7.4880e+04 x = 0.99745 z = 0.0714 4.3 SWU-3 3325 1.7540e+04 x = 0.07141 z = 0.99745 4.3 SWU-4 3270 1.9800e+04 2.0000e+05 4.3 SWU-5 3255 1.2650e+05 4.3 SWU-6 2270 1.0120e+04 x = 0.70711 z= 0.70711 4.3 SWU-7 2255 6.6960e+04 4.3 SWU-8 2230 3.8440e+04 4.3 SWJU-9 2200 9.1260e+05 7.4910e+05 4.3 SWU-10 2145 4.2130e+05 4.3 SWU-10 2145 5.8760e+05 x =0.10450 z = 0.99452 4.3 SWU-11 1835 1.6150e+05 4.3 SWU-11 1835 2.9710e+05 x =0.10450 z = 0.99452 4.3 SWU-11 1835 1.9170e+04 x=0.99452 z= 0.10450 4.3 Revision 0

Date 10/31//2002

Support stiffness Stiffness Number Node Ky Kz Referenc SWU-12 860 1.1680e+05 4.3 SWU-13 845 2.6060e+04 4.3 SWU-14 8339 9.6130e+04 x=0.0185 z=-0.9998 4.3 SWU-15 820 3.8360e+04 4.3 SWU-16 895 6.9100e+04 4.3 SWU-17 905 1.7320e+05 4.3 SWU-18 935 6.1400e+04 4.3 SWU-19 940 1.9390e+05 x= 0.57358 z =-0.81920 4.3 SWU-20 960 1.2470e+05 4.3 Design Analysis DA-ME-2002-063 Revision 0

Date '10/31//2002 Page 10 of 19 Table 7.1.1.7.1

7.1.2 DESIGN OUTPUTS 7.1.2.1 Support Load Summary Table 7.1.2.1.1 Support Loads (Forces in "in", global co-ordinates)

Support Node FAULTED Waterhammer Comment number Number I I

I W C

Fx SWU-1 3370 Fy

-231

-64 4.4 Fz Fx SWU-2 3355 Fy

-175

-41 4.4 Fz Fx 165 6

SWU-3 3325 Fy

-654

-195 4.4 Fz 249 5

Fx

-9

-5 SWU-4 3270 Fy

-857

-134 4.4 Fz Fx SWTU-5 3255 Fy

-377

-72 4.4 Fz Fx

-117

-8 SWU-6 2270 Fy 4.4 Fz

-117

-8 Fx SWU-7 2255 Fy

-25

-46 4.4 Fz Fx SWU-8 2230 Fy

-184

-139 4.4 Fz Fx 270 1

SWU-9 2200 Fy 4.4 Fz 230 0

Fx 24 0

SWU-10 2145 Fy

-128

-60 4.4 Fz 237 3

Design Analysis DA-MIE-2002-063 Revision 0

Date 10/311/2002 Page 11 of 19

numbert Node FAULTED Waterhammer Comment number INumberI III Fx

-21

-1 SWU-11 1835 Fy

-354

-136 4.4 Fz

-200 7

Fx SWU-12 860 Fy

-1040

-353 4.4 Fz Fx SWU-13 845 Fy 382

-7 4.4 Fz Fx 66

-49 SWU-14 833 Fy 4.4 Fz

-3545 2638 Fx SWU-15 820 Fy

-784

-766 4.4 Fz Fx SWU-16 895 Fy

-1725

-800 4.4 Fz Fx 2343 271 SWU-17 905 Fy 4.4 Fz Fx SWU-18 935 Fy

-1278

-652 4.4 Fz Fx 989

-289 SWU-19 940 Fy 4.4 Fz

-1413 413 Fx SWU-20 960 Fy

-1264

-463 4.4 Fz Design Analysis DA-ME-2002-063 Revision 0

Date 10/31//2002 Page 12 of 19

7.1.2.2 Nozzle Load Summary Table 7.1.2.1.1 Support Loads (Forces in "in", global co-ordinates)

Support Node Faulted Waterhammer Comment number Number ref. 4.5 Fx 0

-56 Fy 10

-234 Unit ID 10 Fz 0

-156 4.4 Mx 0

2148 My 0

18487 Mz

-10

-3000 Fx

-1590 177 Fy 640

-142 Unit ID 145 Fz

-1480 330 44 Mx

-6430 2748 "My 23700

-3288 Mz 4870

-2160 Fx

-2020

-109 Fy

-1330

-344 Fz 1327

-113 Unit 1D 700 Mx

-10700 900 My 15340 1392 Mz

-2880

-5040 Fx 1182

-2 Fy 3902

-75 Penetration Fz 3149

-5 323 Mx 117720

-636 My 53100 24 Mz 27732

-708 Fx 460

-2 Fy 434

-75 Penetration 3425 Fz 195

-5 4.4 209 Mx 9516

-636 My 5532 24 Mz 7472

-708 Design Analysis DA-ME-2002-063 Revision 0

Date 10/31//2002 Page 13 of 19

7.1.2.3 Stress Summary and Code Compliance Table 7.1.2.2.1 Stress Summary and Code Compliance r

Stresses (psi)

Euto Noe Pd2 2 0.75iMA 0.75iMB 0.75iMc Toa Equation Node D2 - d2 Z

Z Z

Total 700 608 3077 13685 (1) highest waterharnmer + deadweight load Equation 11

=

3685 psi 27000 psi (ref. 4.11)

Therefore, pipe stresses are within the required code allowable stress values.

Design Analysis DA,-ME-2002-063 Revision 0

Date 10/311/2002 Page 14 of 19

7.2 SW-700 Pipe Stress Analysis The portion of line segment SW-700 affected by this modification is modeled and analyzed for deadweight and waterhammer loading.

7.2.1 7.2.1.1 DESIGN INPUTS Model development This section contains the design input information required to developed the model of the modification piping on the PS+CAEPIPE computer code.

The data for pipe properties, lumped weights, valve data and support data are tabulated in the following sections.

7.2.1.2 Pipe properties (from ref 4.4.1 and 4.6)

Pipe properties such as cross sectional area and section modulus are calculated by PS+CAEPIPE from the properties tabulated in table 7.1.1.2.1:

Table 7.1.1.2.1 Pipe Properties:

Size Pipe (in)

Weight (lbs/ft) (ref. 4.6 & 4.8)

(in)

O.D.

Thickness pipe/tube contents

insulation total 8

8.625 0.322 28.550 21.700 3.840 54.09 6

6.625 0.280 18.970 12.510 1.830 33.31 4

4.500 0.237 10.790 5.510 1.410 17.71 3

3.500 0.216 7.580 3.200 1.120 11.90 21/2 2.875 0.203 5.794 2.073 1.000 8.87 2

2.375 0.154 3.650 1.453 0.860 5.96 weight of water / unit length pipe Design Analysis DA-ME-2002-063 Page 15 of 19 Revision 0

Date 10/31//2002

7.2.1.3 Pipe material (ref. 4.4.1; 4.13) 7.2.1.4 7.2.1.5 Seamless or Welded stainless steel, A53-64 Grade B.

Design conditions (ref. 4.1; 4.4.1)

Design Pressure P

=

150 psig Design Temperature T

=

200°F Support stiffness data Table 7.2.1.7.1 Support stiffness SUPPORT STIFFNESS Stiffness Number Node Kx Ky Kz Reference SWU-38 140 8.3900e+04 4.2 SWU-39 170 2.5600e+05 4.2 SWU-40 190 6.7200e+04 4.2 SWU-41 220 6.7400e+04 4.2 SWU-42 251 2.9560e+03 x = -0.707 y = 0.707 z = -0.707 4.2 SWU-43 260 9.1200e+04 4.2 SWU-44 1470 1.5500e+06 4.2 Assumed per EWR-2512 default values.

Design Analysis DA-ME-2002-063 Page 16 of 19 Revision 0

Date 10/311/2002

7.2.2 DESIGN OUTPUTS 7.2.2.1 Support Load Summary Table 7.1.2.1.1 Support Loads (Forces in "in", global co-ordinates)

Design Analysis DA-ME-2002-063 Revision 0

Date 10/31//2002 Page 17 of 19 Support Node Faulted Waterhamnmer Comment number Number I ref. 4.5 SWU-38 Fx SW-140 Fy

-1420

-955 SWl F Fz SWU-39 Fx

-1280 164 load resolved in SW9 170 Fy W coordinates.

Fz 710 81 Fx SWU-40 F

190 Fy

-690

-340 SW3 Fz Fx SVVU-41 F

220 Fy

-1170

-477 SW5 F Fz Fx 1940 157 SWU-12 251 Fy

-2010 157 Fz 560 157 SWU-43 Fx 260 Fy 4310 385 SW7 F

Fz swu-'wFx SWvU-44 F

1470 Fy

-310

-15 N793Fz

7.2.2.2 Nozzle Load Summary Table 7.1.2.1.1 Support Loads (Forces in "in", global co-ordinates)

Design Analysis DA-ME-2002-063 Revision 0

Date 10/31//2002 Page 18 of 19 Support Node Faulted Waterhammer Comment number Number ref. 4.2 Fx 1010

-61 Fy 2360

-799 Penetration Fz 1290 129 312 Mx

-49900

-20748 My 17700

-1440 Mz 75200

-4356 Fx 150

-71 Fy

-440

-235 Fz 180

-171 Mx

-440

-372 My

-910

-1680 Mz

-1670

-2436 Fx 460

-86 Fy

-440

-474 Fz 1720 4112 Mx 3050 7356 My

-2430

-37752 Mz

-2210

-2088 Fx

-150

-104 Fy

-520

-579 Fz

-150

-1028 Mx

-2720 3144 My

-5340

-7260 Mz

-1970

-2700 1

_1

Stress Summary and Code Compliance Table 7.2.2.2.1 Stress Summary and Code Compliance Stresses (psi)

Pd 2 0.75iMA 0.75iMR 0.75iMcToa Equation Node Do2 2Total 11 1000 712 23371 124083 (1) highest deadweight load Equation 11

=

8878 psi 15600 psi (ref. 4.12)

Therefore, pipe stresses are within the required code allowable stress values.

8 RESULTS Piping segments SW-300 and SW-700 are shown to be structurally adequate to withstand waterhammer loading generated by event postulated in GL-96-06 and comply with the requirements prescribed in the design input 3.2 design criteria. Supports and penetrations are also found adequate to withstand waterhammer loading generated by event postulated in GL-96-06. Nozzle adequacy is addressed in the reference 4.1 design analysis.

Design Analysis DA-ME-2002-063 Page 19 of 19 Revision 0

Date 10/31112002 7.2.2.3

P. I P E S TR E S S Job no.

Date Ti me Input file V e r s i o n 3.4.08e-_IBM-PC

.1 11/05/:2 14:52:33

c: \\psk\\data\\sw-300wd. fre P r o g r a m dat el December 1994 Proj e c t Title Prepared by C he c ked b y D,,aytve Time Date A)

T ime:

Documentat1on Design Analysis DA-ME-2002-063 Appendix A Revision 0

Date 10/31//2002

PIPESTRESS Version 3.4.08e December 1994 Run Date - 11/05/:2 RU Input Data File Job no. -

1 Output Report File Carriage control -

DOS Lines-per-page 50 Output Restart File Output -GIF* File Design Analysis DA-ME-2002-063 STime -

14:52:33

[1]

c:\\psk\\data\\sw-300wd.fre

C:\\PSK\\DATA\\SW-300WD.PRD

C:\\PSK\\DATA\\SW-300WD.RS1

C:\\PSK\\DATA\\SW-300WD.GIF Revision 0

Date 10/31//2002 Appendix A

ECHO PRINT 11/05/:2 14:52:33 (2)

CARD NO.

1.......

10........

20........

30........

40........

5 0........

60........

70........

80 1

IDEN JB-1 CD-0 GR--Y IU-1 0U-i SO-10 VA-0 AB-T 2

PL-7R.E. GINNA STATION? EN-?Walter Tono?

3 TITL SU-i CV--2 PR-i J6-1 4

TI-?SERVICE WATER SYSTEM, SW-300?

5 FREQ RP-9 6

LCAS CA-15 RF-15 TY-3 EQ-2 7

TI-/Deadweight + Waterhammer/

8 9

10

PROPERTIES II MATH CD-101 EX-I TY-I. TX-800.

KL'i 12 MATD TE-30. EH-28.

EX-5.98 SH-i5.

13 MATD TE-70. EH-27.9 EX-6.07 SH-15.

14 MATD TE-200.

EH-27.7 EX-6.38 SH-15.

15 MATD TE-300.

EH-27.4 EX-6.6 SH-15.

16 MATD TE-400.

EH-27. EX-6.82 SH-15.

17 MATD TE-500.

EH-26.4 EX-7.02 SH-15.

18 MATD TE-600.

EH-25.7 EX-7.23 SH-15.

19 MATD) TE-700.

EH-24.8 EX-7.44 SH-14.3 20 MATD TE-800.

EH-23.4 EX-7.65 SH-10.8 21 22 PIPING 23 MATL CD-i01 24 DESN TE-300 PR-iSO.

25 OPER

-5 TE-70. PR-150.

26 CROS OD-6.625 WT-.28 MA-20.983 SO-i. ST-i. IN-1.

KL-1 27 ANCH PT-210 28 KX-1000.

KY-1000.

KZE-000. MX=8333.3 MY-8333.3 MZ-8333.3 7

29 COOR PT-210 AX-0 AY-0 AZ-.41915 30 CRED PT-220 EW-1 DX-.30067 DY-0 DZ-.39721 AN-60.

31 CROS OD-8.625 WT-.322 MA-32.528 SO-1.

ST-i. IN-1.5 KL-I 32 TANP DX-.60433 DZ-.79879 t"

33 BRAD PT-990 EW-1 RA-i.

V 34 TANP DX-.56381 DY-.70711 DZ--.4286 35 TANP DX-.23319 DY-.29289 DZ--.1772 36 BRAD PT-985 EW-1 RA-i.

37 TANG PT-980 EW-1 DX-0 DY-3.75 DZ-0 38 BRAD PT-970 EW-1 RA-i.

39 TANP DX-.70711 DZ-.70711 40 TANP DX-.70711 DZ-.70711 41 BRAD PT-965 EW-1 RA-i.

42 TANG PT-960 DX--i.768 DY-0 DZ-1.7678 43 LUMP PT-960 MA-.019 0

44 TANG PT-950 DX--6.01 DY-0 DZ-6.0104 45 BRAD PT-945 EW-I RA-I.

46 TANG PTf940 DX-0 DY-0 DZ-2.3333 47 LUMP PT-940 MA-.02 48 TANG PT-935 DX-0 DY-0 DZ-.5

/

49 LUMP PT-935 MA-.018 50 TANG PT-930 DX-0 DY-0 DZ-1.543 I.......

10........

20........

30........

40........

50........

60........

70........

80 Design Analysis Revision 0

Date 10/311/2002 DA-ME-2002-063 Appendix A

11/05/:2 14:52:33

[3]

ECHO PRINT CARD NO.

I.......

10........

20........

30........

40........

50........

60........

70........

so 51 BRAD PT-925 EW-1 RA-I.

52 TANG PT-915 EW-1 DX-0 DY-2.5003 DZ-2.5003 53 BRAD PT-910 EW-i RA-I.

Il 54 TANG PT-90S DX-0 DY-0 DZ-2.8665 55 TANG PT-895 DX-0 DY-0 DZ-4.

56 ZLUMP PT-895 MA-.026 io 57 TANG PT-1800 DX-0 DY-0 DZ-8.88 58 TANG PT-860 DX-0 DY-0 DZ-2.666 y

59 LUMP PT-860 MA-.019

/

60 TANG PT-845 DX.0 DY-0 1 -8.5 61 LUMP PT-845 MA-.018 V

62 TANG PT-840 DX-0 DY-0 DZ-2.267 63 FORC CA-iS P780F-Y0~2AL-840A V1 64 BRAD PT-835 EW-1 RA-3i.

65 TANG PT-833 OX-0 DY--1.5 DZ-0 66 LUMP PT-833 MA-.03 1

67 TANG PT-830 DX-0 DY--1.771 DZ-0 V

68 BRAD PT-825 EW-1 RA-I. FL-1 v'

69 TANG PT-820 DX--1.076 DY-0 DZ-1.076 70 LUMP PT-820 MA-.022 71 TANG PT-810 DX--.9284 DY-0 DZ-.92843 72 BRAN PT-800 EW-I TE-1 DX--.4125 DY-0 DZ-.41248 TANG PT-90 EW-1 DX-0 DY-.58333 DZ-0 CRED PT-95 EW-i DX-0 DY-.5 DZ-0 AN-60.

CROS 0D-4.5 WT-.237 MA-12.231 SO-I. ST-1. IN-1.

KL-1 TANG PT-98 SF-1.3 DX-0 DY-.25 DZ-0 LUMP PT-98 MA-.03 TANG PT-100 SF-I.3 DX-0 DY-.7S DZ-0 BRAD PT-110 EW-1 RA-.5

/

TANG PT-15 EW-I DX-.1851 DY-0 DZ--1.761 CROS 0D-8.625 WT-.322 MA-32.528 SO-1. ST-i. IN-i.5 KL-i JUNC PT-800 V/

TANG PT-790 EW-1 DX-0 DY--.5833 DZ-0 TANG PT-70 EW-i DX-0 DY--.5833 DZ-C TANG PT-65 EW-1 DX-0 DY--.5833 DZ-0

. V CRED PT-60 EW-1 DM-0 DY=-.5 DZ-0 AN-60.

eROS OD-4.5 WT-.237 MA-12.231 SO-1.

ST-1. IN-1.

KL-1 TANG PT-58 EW-1 DX-0 DY--.25 DZ-0 TANG PT-56 SF-1.3 DX-0 DY--1.479 DZ-0 LUMP PT-56 MA-.03 TANG PT-50 SF-1.3 DX-0 DY--2.021 DZ-0 BRAD PT-45 EW-i RA-.5 TANG PT-40 EW-i DX-.23737 DY-0 DZ--2.258 BRAD PT-30 EW-i RA-.5 TANP DX--.4973 DZ--.0523 CRED PT-25 EW-i DX--.3315 DY-0 DZ--.0348 AN-60.

CROS 0D-3.5 WT-.216 MA-8.7508 SO-1.

ST-1. IN-I. KL-1 TANG PT-20 EW-i DX--.7519 DY-0 DZ--.079 TANG PT-10 EW-I DX--.2586 DY-0 DZ--.0272 LUMP PT-10 MA-.019 1.......

10 20........

30........

40........

50........

60........

70........

80 Design Analysis DA-ME-2002-063 Revision 0

Date 10/31//2002 Appendix A 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100

11/05/:2 14:52:33

[4]

ECHO PRINT CARD O.

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20........

30........

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so........

60........

7 0........

80 101 ANCH PT-10

/

102 KX-SO0.

KY-500.

KZ-500.

MX-4166.7 MY-4166.7 MZ-4166.7 103 CROS 0D-4.5 WT-.237 MA-12.231 SO-1.

ST-1.

IN-1. KL-I 104 JUNC PT-70

/

105 BRAN PT-620 EW-I TE-I DX-.05331 DY-0 DZ--.5072

/

106 TANG PT-625 SF-I.3 DX-.02613 DY-0 DZ--.2486

/

107 LUMP PT-625 MA-.03

./

108 TANG PT-630 SF-1.3 DX-.10568 DY-0 DZ--I.005 109 JUNC PT-650 110 COOR PT-650 AX--7.339 AY-1.6877 AZ-46.264 111 CRED PT-660 EW-I DX--.3315 DY-0 DZ--.0348 AN-60.

4' 112 CROS 0D-3.5 WT-.216 MA-8.7508 SO-1. ST-i.

IN-1. KL-I 113 TANG PT-690 EW-i DX--.7519 DY-0 DZ--.079 114 TANG PT-700 EW-1 DX--.2586 DY-0 DZ--.0272

/

115 LUMP PT-700 MAh.919

/

116 ANCH PT-700 117 KX-500.

KYC500.

KZ-500. MX-4166.7 MY-4166.7 MZ-4166.7 118 CROS 0D-2.875 WT-.203 MA-6.8028 SO-1.

ST-i. IN-1. KL-i 119 JUNC PT-1800

/

120 BRAN PT-1810 EW-I TE-6 DX-0 DY--.494 DZ-0

/

121 TANG PT-1815 EW-1 DX-0 DY--3.839 DZ-0 122 BRAD PT-1825 EW-1 RA-.3125 123 TANG PT-1830 DX--i.8\\

DY-0 DZ--.191 /

124 TANG PT-1835 DX--2.61 DY-0 DZ--.247 125 LUMP PT-1835 MA-.001 126 TANG PT-1840 DX--.414 DY-C DZ--.043 127 TANG PT-1843 SF-I.3 DX--.1034 DY-C DZ--.011

/

128 LUMP PT-1843 MA-.0035 129 TANG PT-1845 SF-1.3 DX--.1036 DY-c DZ--.011 e

130 CROS OD-1.9 WT-.14S MA-3.4657 SO-i. ST-i.

IN-1. KL=- I 131 TANG PT-1850 SF-1.3 DX--448 DY-0 DZ--.047

/

132 VALV PT-I860 SF-I 3 DX--.204 DY-0 DZ--.021 MA-I.62E-4 TH-3.

/

133 VALV PT-1870 SF-1.3 DX--.204 DY-C DZ--.021 MA-1.62E-4 TH-3.

134 JUNC PT-1860 135 VALV PT-1865 DX-C DY-.25 DZ-0 MA-1.95E-4 TH-3.

r' 136 LUMP PT-1865 MA-.0165

/

137 JUNC PT-1870 z

138 TANG PT-1880 SF-1.3 DX--.828 DY-C DZ--.086 7

139 CROS 0D-2.875 WT-.203 MA-6.7986 SO-1. ST-i.

IN-I.

KL-i

140, TANG PT-2100 SF-1.3 DX--.249 DY-C DZ--.026 141 TANG PT-1950 SF-I.3 DX--.249 DY-C DZ--.026 142 TANG PT-1900 SF-I.3 DX--.249 DY-C DZ-.026 143 LUMP PT-1900 MA-.01 144 CROS 0D-2.375 WT-.154 MA-4.5248 SO-1. ST-1.

IN-1. KL-I 145 JUNC PT-2100 V

146 BRAN PT-2105 SF-I.3 TE-I DX-0 DY--.25 DZ=0 O 147 TANG PT-2110 SF-I.3 DX-0 DY--.52 DZ-0 148 BRAD PT-2115 EW-3 RA-.19792 el 149 TANG PT-2120 SF-I.3 DX-1.89 DY-0 DZ-.198 150 VALV PT-2130 SF-I.3 DX-.232 DY-0 DZ-.024 MA-2.11E-4 TH-3.

1.......

10 20........

30........

40........

50........

60........

70........

80 Design Analysis Revision 0

Date 10/31//2002 DA-ME-2002-063 Appendix A

ECHO PRINT CARD NO.

1.......

10........

20........

30........

40........

50........

60........

70........

80 151 VALV PT-2140 SF-1.3 DX-.232 DY-0 DZ-.024 MA-2.11E-4 TH-3.

152 JUNC PT-2130 153 VALV PT-2135 DX-.02718 DY-0 DZ--.2586 MA-2.34E-4 TH-3.

154 LUMP PT-2135 MA-.0245 155 JUNC PT-2140 156 TANG PT-2143 157 158 159 160 161 162 163 164 165 166 167 168 169 170 171 172 173 174 175 176 177 178 179 180 181 182 183 184 185 186 187 188 189 190 191 192 193 194 195 196 197 198 199 200 TANG PT-2145 TANG PT-2150 BRAD PT-2160 TANG PT-2170 BRAD PT-2175 TANG PT-2180 BRAD PT-2185 TANG PT-2200 LUMP PT-2200 TANG PT-2210 BRAD PT-2215 TANG PT-2220 TANG PT-2223 BRAD PT-6500 TANG PT-2225 TANG PT-2230 LUMP PT-2230 TANG PT-2245 TANG PT-2248 BRAD PT-6501 TANG PT-2250 TANG PT-2255 DX-2.605 DY-0 DZ-.273 DX-.125 DY-0 DZ-.013 DX-2.0999 DY-0 DZ-.22059

/

EW-3 RA-.19792 SF-1.3 DX-.30481 DY-0 DZ--2.9 7 EW-3 RA-.19792

.I SF-1.3 DX-2.0298 DY-0 DZ-.21334 EW-3 RA-.19792 DX-0 DY--7.812 DZ-0 MA-.CO08 DX-0 DY--3.833 DZ-0

/

EW-3 RA-.19792 I.

SF-1.3 DX--.2541 DY-0 DZ--.2541 SF-1.3 DX---.0994 DY-0 DZ---.0994 AL-2223A EW-3 RA-.19792 AL-2223B SF-1.3 DX--.1406 DY-0 DZ-0 DX--.9424 DY-0 DZ-0 MA=.002

/

DX--10.36 DY-0 DZ-0 SF-1.3 DX--.1406 DY-0 DZ-0 AL-2248A EW-3 RA-.19792 AL-2248B SF-I.3 DX--.0994 DY-0 DZ-.09944 DX--.7258 DY-0 DZ-.72576

/° LUMP PT-2255 MA-.001 V

TANG PT-2270 DX--4.036 DY-0 DZ-4.0362 TANG PT-2275 DX--.3833 DY-0 DZ-.38325 BRAD PT-2280 EW-3 RA-.19792 DESN TE-300.01 PR-150.

TANG PT-2290 SF-1.3 DX-0 DY--5.

DZ-0 DESN TE-300.

PR-150.

TANG PT-3235 SF-1.3 DX-0 DY--.083 DZ-C LUMP PT-3235 MA-.014 TANG PT-3234 SF-i.3 DX-0 DY--.083 DZ-0 TANG PT-3233 SF-1.3 DX-0 DY--.771 DZ-0 BRAN PT-3232 SF-1.3 TE-1 DX-0 DY--.229 DZ-0 CROS OD-2.875 WT-.203 MA-6.8028 SO-1. ST-i.

TANG PT-3231 EW-1 DX-.25 DY-0 DZ-0 TANG PT-3230 EW-i DX-.625 DY-0 DZ-0 BRAD PT-3225 EW-i RA-.3125

/

TANG PT-3215 EW-1 DX-0 DY--3.083 DZ-0

/

BRAD PT-3210 EW-i RA-f.3125 CROS 0D-2.375 WT-.154 MA-4.5248 SO-1.

ST-i.

TANG PT-4530 DX-0 DY-0 DZ-.333 Y'

TANG PT-4520 DX-0 DY-0 DZ-.48

/

BRAD PT-4510 EW-3 RA-.19792 IN-1. KL-1 IN-1. KL-1

/

1.......

10........

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30.

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50........

60........

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80 Design Analysis DA-ME-2002-063 Revision 0

Date 10/31//2002 Appendix A 11/05/:2 14:52:33,[5)

./

0 o/

ECHO PRINT 11/05/:2 14:52:33 (6)

CARD NO.

1.......

10........

20........

30........

40........

50........

60........

70........

80 201 TANG PT-4500 SF-i.3 DX-.365 DY-0 DZ-0 202 ANCH PT-4500 203 KX-100. KY-100.

KZ-100. MX-833.32 MY-833.32 MZ-833.32 /

204 CROS OD-2.875 Wý-.203 MA-6.8028 SO-1.

ST-i. IN-1. KL-i 1 205

.UNC PT-3232 206 TANG PT-3236 EW-I DX--.25 DY-0 DZ-0 207 TANG PT-3240 EW-i DX--.541 DY-0 DZ-0 208 BRAD PT-3245 EW-I RA-.3125-

/__%"

209 TANG PT-3255 DX-0 DY-0 DZ-2.i66

/

210 LUMP PT-3255 MA-.007

/

211 TANG PT-3270 DX-0 DY-0 DZ-9.479 212 TANG PT-3275 DX-0 DY-0 DZ-.70817 213 TANG PT-3278 EW-i DX-0 DY-0 DZ-.14583 AL-3278A 214 BRAD PT-6502 EW-i RA-.3125 AL-3278B V/

/

215 TANG PT-3280 EW-i DX-.10312 DY-0 DZ-.10312

/

216 TANG PT-3285 EW-i DX-.62214 DY-0 DZ-.62214 217 BRAD PT-3290 EW-i RA-.3125 218 TANG PT-3305 EW-i DX-0 DY-22. DZ-0 219 BRAD PT-3310 EW-i RA-.3125 V

220 TANG PT-3320 EW-i DX--.432 DY-0 DZ-.497 AL-3320A 221 BRAD PT-6503 EW-i RA-.3125 AL-3320B 222 TANG PT-3325 DX-.061 DY-0 DZ-.852 223 CROS OD-2.875 WT-.203 MA-6.7986 SO-1. ST-i.

IN-i. KL-1 K 224 TANG PT-3343 DX-.195 DY-0 DZ-2.722 AL-3343A 225 BRAD PT-6504 RA-I.56 AL-3343B

/

226 TANG PT-3355 DX-1.333 DY-0 DZ-3.146 V'

227 CROS OD-2.875 WT-.203 MA-6.8028 SO-1. ST-i. IN-1. KL-1 /

228 TANG PT-3370 DX-3.998 DY-0 DZ-9.438 229 TANG PT-3378 DX-.878 DY-0 DZ-2.072 AL-3378A

/

230 BRAD PT-6505 EW-I RA-.3125 AL-3378B /

231 TANG PT-3390 EW-I DX-1.054 DY-0 DZ-.427 232 BRAD PT-3395 EW-1 RA-.3125

/

233 TANG PT-3400 EW-1 DX-0 DY-5.604 DZ-0 234 BRAD PT-3415 EW-I RA-.3125

/

235 TANP DX-.15795 DZ-.26941 236 TANP DX-.15805 DZ-.26959 237 BRAD PT-3420 EW-1 RA-.3125 238 TANP DX--.2696 DZ-.15805

-/

239 CRED PT-3423 EW-i DX--.2515 DY-0 DZ-.14743 AN-60.

240 CROS OD-2.375 WT-.154 MA-4.5248 SO-1.

ST-i. IN-1.

KL-1 241 TANG PT-3425 EW-I DX--.4319 DY-0 DZ-.25351 242 ANCH PT-3425

/

243 CX-100.

KY-100.

KZ-100. MX-833.32 MY-833.32 MZ-833.32 244 CROS 0D-4.5 WT-.237 MA-12.231 SC-1.

ST-1. IN-i.

KL-1 245 JUNC PT-115 246 TANP DX-.05226 DZ--.4973 247 BRAD PT-120 EW-i RA-.5 248 TANP DX--.3516 DY--.3536 DZ--.037 249 CRED PT-125 EW-I DX--.1941 DY--.1952 DZ--.0204 AN-60.

250 CROS CD-3.5 WT-.216 MA-8.7508 SO-1. ST-1. IN-1.

KL-1 1.......

10 20 30........

40........

50........

60........

70........

B Design Analysis Revision 0

DA-ME-2002-063 Appendix A Date 10/31//2002

ECHO PRINT 11/05/:2 14:52:33 (7]

CARD NO.

1.......

10........

20........

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70........

80 251 TANP DX--.II DY--.11 DZ--.011 252 BRAD PT-135 EW-I RA-.375 253 TANG PT-140 EW-i DX--.9059 DY-0 DZ--.095 254 TANG PT-145 EW-i DX--.2586 DY-0 DZ--.0272 255 LUMP PT-I45 MA-.019 256 ANCH PT-145 257 KX5S00.

KY-SOC. KZ-500. MX-4166.6 MY-4166.6 MZ-4166.6 258 CROS OD-4.5 WT-.237 MA-12.231 SO-i. ST-1. IN-1.

KL-i 259 JUNC PT-630 260 TANP DX-.05226 DZ--.4973 261 BRAD PT-638 EW-1 RA-.5 262 TANG PT-640 EW-i DX-0 DY--1.125 DZ-0 263 BRAD PT-650 EW-I RA-.5 264 TANP DX--.4973 DZ--.0523 265 266

SUPPORTS 267 RSTN PT-960 DY-i.0 SP-124.7 268 RSTN PT-935 DY-I.0 SP-61.4 269 RSTN PT-905 DX-I.0 SP-173.2 270 RSTN PT-895 DY-i.0 SP-69.1 271 RSTN PT-860 DY-i.0 SP-116.8 272 RSTN PT-845 DY-1.0 SP-26.06 273 RSTN PT-820 DY-i.0 SP-38.36 274 RSTN PT-2200 DX-I.0 SP-912.6 275 RSTN PT-2200 DZ-I.0 SP-749.1 276 RSTN PT-2230 DY-i.0 SP-38.44 277 RSTN PT-2255 DY-1.0 SP-66.96 278 RSTN PT-3255 DY-I.0 SP-126.5 279 RSTN PT-3270 DX-I.0 SP-19.8 280 RSTN PT-3270 DY-1.0 SP-200.

281 RSTN PT-3355 DY-i.0 SP-27.2 282 RSTN PT-3370 DY-i.0 SP-36.7 283 RSTN PT-940 DX-.57358 DY-0 DZ--.8192 SP-193.9 284 RSTN PT-1835 DX-0 DY-i.

DZ-0 SP-161.5 285 RSTN PT-1835 DX--.1045 DY-0 DZ-.99452 SP-297.1 286 RSTN PT-1835 DX-.99452 DY-0 DZ-.10453 SP-19.17 287 RSTN PT-2145 DX-0 DY-i.

DZ-0 SP-421.3 288 RSTN PT-2145 DX--.1045 DY-0 DZ-.99452 SP-587.6 289 RSTN PT-2270 DX-.70711 DY-0 DZ-.70711 SP-10.12 290 RSTN PT-3325 DX-0 DY-I.

DZ-0 SP-91.94 291 RSTN PT-3325 DX-.99745 DY-0 DZ--.0714 SP-74.88 292 RSTN PT-3325 DX-.07141 DY-0 DZ-.99745 SP-17.54 293 RSTN PT-833 DX-.0185 DY-0 DZ--.9998 SP-96.13 294 ENDP I.......

10 20........

30........

40........

. s........

60........

70.........

80 ECHO PRINT COMPLETED Design Analysis Revision 0

Date 10/31//2002 DA-ME-2002-063 Appendix A

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11/05/:2 14:52:33

[8]

PAGE NO.

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+. DST/FREE..

Version 3.4.08e IBM-PC Dec. 1994 FREE-TO-FIXED COMPLETED EXECUTION TIME 291 INPUT RECORDS 0.01 MINUTES Design Analysis DA-ME-2002-063 0 ERROR(S)

DETECTED Appendix A Revision 0

Date 10/31//2002

S S T S Y S T E M S, I N C.

D-1 DYNAMIC PAGE NO.

1 DST/PIPESTRESS ++

R.E. GINNA STATION Version 3.4.08e IBM-PC Dec. 1994 CALCULATION NUMBER 1

CODE ANSI/ASME B31.1 ASME-1973 REV S73 Walter Tono JOB/

IDEN RF CA cd EV LV 123456

<--F1-*

-- F2->

<--F3->

<--F4->

TI...........................

11/05/:2 14:52:33

[9]

errors IDEN ID TITL TI TITL T2 FREQ FA LCAS 15 15 LC-00-Yll R.E. GINNA STATION 1-2 SERVICE WATER SYSTEM, SW-300 1

1 9

3 2

Design Analysis DA-ME-2002-063 Appendix A Walter Tono Deadweight + Waterhammer Revision 0

Date 10/311/2002

D-2 DYNAMIC PAGE NO.

2 S ST SYSTEMSS INC.

÷+ DST/PIPESTRESS ++

R.E. GINNA STATION Version 3.4.08e IBM-PC Dec. 1994 CALCULATION NUMBER 1

CODE ANSI/ASME B31.1 ASME-1973 REV S73 Walter Tono 11/05/:2 14-52:33 (10)

-- code-SO CA inp gen 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 JB/

IDEN MATH MATD MATD MATD MATD MATD MATD MATD MATD MATD MATL DESN OPER CROS ANCH ANCH ANCH ANCH ANCH ANCH ANCH ANCH COOR CRED CRED CROS CRED TANP BRAD BRAD TANP TANP BRAD BRAD TANG TANG BRAD BRAD TANP TANP BRAD 79 79 79 79 79 79 79 79 79 79 72 74 15 71 70 61-66 5-PT 123456 c--F1-->

210 68+

210 67+

210

60.

210 210 220 5+

9999 180 70 5+

220 190 2-220 200 3-990 1+

990 210 2-990 220 2-990 230 3-985 1+

985 240 2-980 0+

980 250 3-970 1+

970 260 2-970 270 2-970 280 3-965 Design Analysis DA-ME-2002-063 000018 000009 000009 000009 000009 000009 000009 000009 000009 000009 000000 000000 000000 000000 000000 000020 000020 000020 000020 000020 000020 000002 000000 010000 000101 000000 010002 000000 010000 010000 000000 000000 010000 010000 010000 010000 010000 010000 000000 000000 010000 101.000 30.000 70.000 200.000 300.000 400.000 500.000 600.000 700.000 800.000 101.000 150.000 70.000 6.625 1000.000 1.000 0

0 1.000 0

0 0

0 0.30067 0.15033 8.625 0.15033 0.60433 1.000 0.60433 0.56381 0.23319 1.000 0.23319 0

0 1.000 0

0.70711 0.70711 1.000 1.000 28.000 27.900 27.700 27.400 27.000 26.400 25.700 24.800 23.400 0

300.000 0

0.280 1000.000 0

1.000 0

0 1.000 0

0 0

0.322 0

0 0

0 0.70711 0.29289 0

0.29289 3.750 2.33580 0

1.000 0

0 0

0 5.980 6.070 6.380 6.600 6.820 7.020 7.230 7.440 7.650 0

0 0

20.983 1000.000 0

0 1.000 0

0.41915 0.39721 0.19861 32.528 0.19861 0.79879 0

0.79878

-0.42860

-0.17720 0

0 0

0 0.70711 0.70711 0

0 15.000 15.000 15.000 15.000 15.000 15.000 15.000 14.300 10.800 0

0 150.000 1.000 8333.300 1000.000 1000.000 1000.000 8333.300 8333.300 8333.300 0

0 60.000 60.000 1.000 60.000 0

0 0.56381 0

0 0

0.70711 0

0 0

800.000 0

0 0

0 1.000 8333.300 0

0 0

0 1.000 0

0 0

0.70711 0

0 0

0.41420 0

0 0

1 0

0 0

300.000 0

101.000 0

101.000 1.000 101.000 8333.300 0

0 0

0 1.000 1.500 101.000 0

1.000 0

0 0

0

-0.42860 0

0 0

0.70711 0

0 0

Appendix A rst

<--F2--> <--F3--> <--F4--> <--F5--> <--F6--> <--F7--> /KL errors and warnings 160 170 1

IR 2R 3R 4R SR 6R 1

Revision 0

Date 10/31//2002

SST

SYSTEMS, I NC

+÷ DST/PIPESTRESS 4.

R.E. GINNA STATION Version 3.4.08e IBM-PC Dec.

1994 CALCULATION NUMBER 1

CODE ANSI/ASME B31.1 ASME-1973 REV S73 Walter Tono 11/05/.2 14:52:33

[11]

-- code-SO CA inp gen PT 123456 rst

<--F1-<--F4--F2--> <--F--->

-> <--F6--> <--F7--> /KL BRAD TANG TANG LUMP JUNC JUNC TANG TANG BRAD BRAD TANG TANG LUMP JUNC JUNC TANG LUMP JUNC JUNC TANG TANG BRAD BRAD TANG TANG BRAD BRAD TANG TANG JUNC JUNC TANG LUMP JUNC JUNC TANG JUNC JUNC TANG LUMP JUNC Design Analysis DA-ME-2002-063 Appendix A Revision 0

Date 10/31/12002 errors and warnings 1+

965 290 2-960 0+

960 300 9

960 60+

960 310 2-950 0+

950 320 3-945 1+

945 330 2-940

0.

940 340 9

940 60+

940 350 0

935 360 9

935 60+

935 370 2-930 0+

930 380 3-925 1+

925 390 2-915 0+

915 400 3-910 1+

910 410 2-905 0+

905 60+

905 420 0

895 430 9

895 60÷ 895 60+

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1800 60+

1800 450 0

860 460 9

860 60+

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000091 000090 000000 000000 010000 010000 010000 010000 010000 010000 000000 000000 000091 000090 000000 000000 000091 000090 000000 000081 000080 000000 000000 000091 0.70711

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0

-6.010

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0 0

0 1.000 0

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1.000 0

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0 0.026 0

0 0

0 0.019 0

0 0

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0.29289 0

0 0

0 0.70711 1.76780 1.06069 0

0 0

6.01040 5.71751 0

0.29289 2.33330 1.91911 0

0 0

0.500 0

0 0

1.543 1.12879 0

0.41421 2.50030 1!91451 0

0.29289 2.86650 2.45229 0

0 4.000 0

0 0

8.880 0

0 2.666 0

0

-0.70719 0

0 0

0 0.29289 0

0 0

0 0.70711 0

0 0

0 0.41419 0

0 0

0 0.29289 0

0 0

0.41421 0

0 0

0 DYNAMIC PACE NO.

3 D-2

D-2 DYNAMIC PAGE NO.

4 SST

SYSTEMS, INC."

÷+ DST/PIPESTRESS ÷+

R.E. GINNA STATION Version 3.4.08e IBM-PC Dec. 1994 CALCULATION NUMBER 1

CODE ANSI/ASME B31.1 ASME-1973 REV S73 Walter Tono 11/05/:2 14:52:33 (12]

-- code-So CA inp gen c--I->

PT 123456 rst

<--FI--> <--F2--> <--F3--> <--F4--> <--F5--> <--F6--> <--F7-->

60+

860 470 0

845 480 9

845 60+

845 604 845 490 2-840 0+

840 500 15 10-840 510 3-835 1+

835 520 2-833 0

833 530 9

833 60+

B33 60+

833 540 2-830 0+

830 550 3-825 1+

825 560 2-820 0+

820 570 9

820 60+

820 580 0

810 590 0

0oo 60+

800

,60+

800 600 0

90 610 5-95 5+

9999 JUNC TANG LUMP JUNC JUNC TANG TANG FORC BRAD BRAD TANG TANG LUMP JUNC JUNC TANG TANG BRAD BRAD TANG TANG LUMP JUNC JUNC TANG BRAN JTJNC JUNC TANG CRED CRED CROS CRED TANG LUMP TANG TANG BRAD BRAD TANG TANG 70 5+

95 630 0

98 640 9

98 650 2-100 0+

100 660 3-110 1+

110 670 2-115 0+

115 000090 000000 000000 000091 000090 000000 000000 000000 010000 010000 000000 000000 000000 000091 000090 000000 000000 010010 010010 000000 000000 000000 000091 000090 000000 010010 000081 010080 010000 010000 000101 000000 010002 000000 000000 000000 000000 010000 010000 010000 010000 0

0 0.018 0

0 0

1.000 0

0 0

0.030 0

0 0

0 1.000 0

-1.076

-0.36889 0.022 0

0

-0.92840

-0.41250 0

0 0

4.500 0

0 0.030 0

0 0.500 0

0.18510

0. 132 83 0

0 0

0

-1.500

-0.500 0

0 0

-1.771

-0.771 0

-1.000 0

0 0

0.58333 0.500 0.250 0.237 0.250 0.250 0

0.750 0.250 0

0.500 0

0 0

8.500 0

0 0

2.167 0

0 1.167 0

0 3.200 0

0 0

1.000 0

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0 0

0 0 -0.70711 0

1.076 0

0 0.36889 0

0 0

0.92843 0

0 0.41248 0

0 0

0 60.000 0

12.231 1.000 1.000 0

60.000 0

0 0

0.05227 0

-1.761 0

0

-1.26374 0

0 Design Analysis DA-MIE-2002-063 Appendix A Revision 0

Date 10/311/2002 errors and warnings 620 0

0 0

0 0.70711 0

0 0

0 1.000 0

1.300 0

1.300 1.300 0

-0.49726 0

0 840A 0

0 0

0 a

0 0

0 1.000 101.000 1.000 0

0 0

0 I

S S T S Y S T E M S,

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D-2 DYNAMIC PAGE NO.

S INC R.E. GINNA STATION Version 3.4.08e IBM-PC Dec.

1994 CALCULATION NUMBER 1

CODE ANSI/ASME B31.1 ASME-1973 REV S73 Walter Tono 11/05/:2 14:52:33

[13]

-- code-So CA inp gen 680 70 690 700 710 60 0

0 720 0

730 5-60+

115 800 790 70 60+

70 60+

70 65 60 5+ 9999 CROS JUNC JUNC TANG TANG JUNC JUNC TANG CRED CRED CROS CRED TANG TANG LUMP TANG TANG BRAD BRAD TANG TANG BRAD BRAD TANP CRED CRED CROS CRED TANG TANG LUMP ANCH ANCH ANCH ANCH ANCH ANCH ANCH ANCH CROS JUNC 850 860 870 880 0

0 9

61-5+

25 20 10 10 10 60+

10 68+

10 67+

10 890 70 900 60 rst PT 123456 <--F1--> <--F2--> <--F3--> <--F4-->

<--F5--.

<--F6--> c--F7--> /KL 000000 000091 000000 010000 010000 000081 010080 010000 010000 000101 000000 010002 010000 000000 000000 000000 000000 010000 010000 010000 010000 010000 010000 000000 010000 000101 000000 010002 010000 010000 000000 000000 000002 000020 000020 000020 000020 000020 000020 000000 8.6 4.5 0.0 0.5 0.237 0.132 0.5 0.052

-0.497

-0.331

-0.165 3.5

-0.165

-0.751

-0.258 0.0 500.0 1.0 1.0 4.5 70 000000 25 0.322 32.528 0

0 0

0 0 -0.58330 0

0 -0.58330 0

0 0

0 -0.58330 0

0

-0.500 0

0

-0.250 0

00 0.237 12.231 0

-0.250 0

0

-0.250 0

0

-1.479 0

30 0

0 0

-2.021 0

0

-1.521 0

00 0

0 0

-0.500 0

37 0

-2.258 82 0 -1.26350 00 0

0 27 0 -0.49724 30 0 -0.05230 50 0 -0.03480 75 0 -0.01740 00 0.216 8.75080 75 0 -0.01740 90 0

-0.079 60 0 -0.02720 19 0

0 0

C 1.000 0

0 0

60.000 60.000 1.000 60.000 0

0 0

0 0.05227 0

0 0

-0.49724 0

60.000 60.000 1.000 60.000 0

0 0

1.000 0

0 0

1.000 0

0 0

1.000 0

0 0

500.000 500.000 4166.700 4166.700 0

0 0

0, 0

'0 0

0 500.000 0

0 1.000 0

500.000 0

0 0

1.000 500.000 0

00 0

0 4166.700 0

0 1.000 0 4166.700 0

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1.000 4166.700 0

00 0.237 12.231 1.000 1.000 0

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1.500 0

0 0

1.000 0

0 1.300 0

1.300 1.300 0

-0.49726 0

0 0

-0.05229 0

0 0

1.000 0

0 0

0 4166.700 0

0 0

1.000 0

errors and warnings 101.000 0

0 0

0 1.000 101.000 1.000 0

0 0

1.000 101. 000 1.000 0

0 0

101.000 0

Design Analysis DA-ME-2002-063 Appendix A Revision 0

Date 10131//2002 740 70 5+

60 750 0

58 760 0

56 770 9

56 780 2-50 0+

50 790 3-45 1+

45 800 2-40 0+

40 810 3-30 1+

30 820 2-30 830 5-25 5+

9999 840 70 1

1 1

7R 8R 9R 1OR IIR 12R 1

D-2 DYNAMIC PAGE NO.

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SYSTEMS, INC.

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GINNA STATION Version 3.4.08e IBM-PC Dec.

1994 CALCULATION NUMBER 1

CODE ANSI/ASME B31.1 ASME-1973 REV S73 Walter Tono 11/05/:2 14:52:33 (14]

-- code-SQ CA inp gen rst

-- F3--> <--F4--> <--F5--> <--F6--> <--F7--> /KL

<--I->

PT 123456 <--FI-->

910 920 930 940 0

0 9

0 0 -0.50720 0 -0.24860 60+

5+

60+

68+

67+

0 0

-1.005 0

46.26

-0.0348

-0.0174 8.7508

-0.0174

-0.07

-0.027 BRAN TANG LUMP TANG JUNC JUNC COOR CRED CRED CROS CRED TANG TANG LUMP ANCH ANCH ANCH ANCH ANCH ANCH ANCH ANCH CROS JUNC BRAN TANG TANG BRAD BRAD TANG TANG TANG LUMP JUNC JUNC TANG TANG LUMP TANG CROS TANG 0

0 0

1.300 0

0 0

1.300 0

0 0

0 64 0

0 0

s0 60.000 0

0 40 60.000 0

0 80 1.000 1.000 1.000 40 60.000 0

0 79 0

0 0

20 0

o 0

620 010010 625 000000 625 000000 630 000000 630 000091 650 000000 650 000000 660 010000 9999 000101 000000 660 010002 690 010000 700 010000 700 000000 700 000000 700 000002 700 000020 700 000020 700 000020 700 000020 700 000020 700 000020 000000 1800 000000 1810 010060 1815 010000 1815 010000 1825 010000 1825 010000 1830 000000 1830 000000 1835 000000 1835 000000 1835 000091 1835 000090 1840 000000 1843 000000 1843 000000 1845 000000 000000 1850 000000 0

.66.700 0

0 0

0.05331 0.02613 0.030 0.10568 0

0

-7.339

-0.33150

-0.16575 3.500

-0.16575

-0.75190

-0.25860 0.019 500.000 0

1.000 0

0 1.000 0

0 2.875 0

0 0

0 0.31250 0

-1.823

-1.51220

-2.610 0.1OE-02 0

0

-0.414

-0.10340 0.00350

-0.10360 1.900

-0.448 0

4166.700 0

0 0

60 66 5

70 0

0 9

61 70 Design Analysis DA-ME-2002-063 Appendix A Revision 0

Date 10/31//2002 0

0 0

0

1. 68770 0*

0 0.216 0

0 0

0 500.000 0

0 1.000 0

0.203 0

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-3.839

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-0.3125 0 0

0 0

0 0.145 0

0 4166.700 41 0

500.000 500.000 500.000 4166.700 4166.700 4166.700 1.000 0

0 0

-0.31080 0

0 0

0o 0

0 0

0 1.000 0

errors and warnings 950 960 970 980 990 1000 1010 1020 1030 1040 1050 1060 1070 1080 1090 1100 1110 1120 1130 1140 1150 1160 0

0 1.000 0

0 0

-0.03256 0

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1.300 0

1.300 1.000 1.300 0

500. 000 0

0 0

1.000 0

0 1.000 6.80280 0

0 0

0

-0.191

-0.15844

-0.247 0

0 0

-0.043

-0.011 0

-0.011 3.46570

-0.047 0

0 1.000 0

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0 1.000 0

0 0

1.000 101.000 1.000 0

0 0

101.000 0

0 0

101.000 0

1 13R 14R 1 SR 1 6R 1 7R 18 1

60 0

2 0+

3 1+

2 0+

0 9

60+

0 0

9 0

70 0

S S T S Y S T E M S,

+÷ DST/PIPESTRESS *+

D-2 DYNAMIC PAGE NO.

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GINNA STATION Version 3.4.08e IBM-PC Dec. 1994 CALCULATION NUMBER I

-- code-SQ CA inp gen CODE ANSI/ASME B31.1 T -- I->

PT 123456c-F-'-F--

ASME-1973 REV S73 Walter Tono rst

<--F6--> <--F7--> /KL 11/05/:2 14:52:33 (15]

errors and warnings VALV VALV JUNC JUNC VALV VALV JUNC JUNC VALV VALV LUMP JUNC JUNC TANG CROS TANG JUNC JUNC TANG TANG LUMP CROS JUNC JUNC BRAN TANG TANG BRAD BRAD TANG TANG VALV VALV JUNC JUNC VALV VALV JUNC JUNC VALV 1170 1180 1190 1200 1210 1220 1230 1240 1250 1260 1270 1280 1290 1300 1310 1320 1330 134b 1350 1360 1370 1380 4

1860 9+

1860 60+

1860 4

1870 9+

1870 60+

1870 60 1860 4

1865 9+

1865 9

1865 60+

1865 60 1870 0

1880 70 0

2100 60+

2100 0

1950 0

1900 9

1900 70 60+

1900 60 2100 0

2105 2-2110 0+

2110 3-2115 1+

2115 2-2120 0+

2120 4

2130 9+

2130 60+

2130 4

2140

9. 2140 60+

2140 60 2130 4

2135 9+

2135 000000 0.00023 000001 000000 000081 000080 000001 000000 000091 000000 000001 000000 000000 000091 000000 000000 000000 000000 000081 000080 000000 000000 000000 000000 000091 000000 000010 000000 000000 030000 030000 000000 000000 000001 000000 000081 000080 000001 000000 000091 000000 000001 Design Analysis DA-ME-2002-063 Appendix A Revision 0

Date 10/31//2002

-0.204 0.00016 0

0

-0.204 0.00016 0

0 0

0.00019 0.01650 0

0

-0.828 2.875

-0.249 0

0

-0.249

-0.249 0.010 2.375 0

0 0

0.19792 0

1 890 1.69316 0.232 0.00021 0

0 0.232 0.00021 0

0 0.02718 0

-0.021 0

0 0

-0.021 0

0 0

0 0.250 0

0 0

-0.086 0

0.203 6.79860 1.000 0

-0.026 0

0 0

0

-0.026 0

0

-0.026 0

0 0

0 0.154 4.52480 1.000 0

0 0

0

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0

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0

-0.32208 0

0 0

-0.19792 0, 0.19684 0

0.198 0

0 0.17738 0

0 0.024 0

0 0

0.024 0

0 0

0 0 -0.25860 0

0 0

0 1.300 0

0 0

1.300 0

0 0

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0 0

0 1.000 0

0 0

1.300 0

0 0

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0 0

0.00016 0

0 0

0.00016 0

0 0

0.00019 0

0 0

0 1.300 1.000 1.300 0

1.300 1.300 1 300 0

1.000 0

0 1.300 1.300 1.300 0

0.02062 1.300 1.300 0.00021 0

0 0

0.00021 0

0 0

0.00023 0

3.000 0

0 0

3.000 0

0 0

3.000 0

0 0

101.000 0

0 0

0 101.000 0

0 0

3.000 0

0 0

3.000 0

0 0

3.000 0

1 1

<--F3--> <--F4--> <--F5-->

D-2 DYNAMIC PAGE NO.

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R.E. GINNA STATION Version 3.4.08e IBM-PC Dec.

1994 CALCULATION NUMBER 1

CODE ANSI/ASME B31.1 ASME-1973 REV S73 Walter Tono 11/05/:2 14:52:33 116]

-- code-CA inp gen PT LUMP 1390 JUNC JUNC 1400 TANG 1410 TANG 1420 JUNC JUNC TANG 1430 TANG BRAD 1440 BRAD TANG 1450 TANG BRAD 1460 BRAD TANG 1470 TANG BRAD 1480 BRAD TANG 1490 TANG LUMP 1500 JUNC JUNC TANG 1510 TANG BRAD 1520 BRAD TANG 1530 TANG TANG 1540 TANG BRAD 1550 BRAD TANG 1560 TANG TANG 1570 LUMP 1580 JUNC JUNC TANG 1590 So 9

2135 60+

2135 60 2140 0

2143 0

2145 60+

2145

60.

2145 2-2150

0. 2150 3-2160 1+ 2160 2-2170

0. 2170 3-2175

1. 2175 2-2180

0. 2180 3-2185 1+ 2185 2-2200 0+ 2200 9

2200 60÷ 2200 60+

2200 2-2210 0+

2210 3-2215

1. 2215 2-2220

0. 2220 2-2223

0. 2223 3-6500 1+

6500 2-2225

0. 2225 0

2230 9

2230 60+

2230

60. 2230 0

2245

<--I->

123456 000000 000091 000000 000000 000000 000091 000090 000000 000000 030000 030000 000000 000000 030000 030000 000000 000000 030000 030000 000000 000000 000000 000091 000090 000000 000000 030000 030000 000000 000000 000000 000000 030000 030000 000000 000000 000000 000000 000091 000090 000000 0.02450 0

0 0

2.605 0

0.125 0

0 0

2.09990 0

1.90307 0

0.19792 0

0.19683 0

0.30481 0

0.26343 0

0.19792 0

0.02069 0

2.02980 0

1.63613 0

0.19792 0

0.19684 0

0

-7.812 0 -7.61408 0.80E-02 0

0 0

0

-3.833 0 -3.63508 0.19792 0

0 -0.19792

-0.25410 0

-0.11415 0

-0.09940 0

-0.04143 0

0.19792 0

-0.05797 0

-0.14060 0

-0.05862 0

-0.94240 0

0.20E-02 0

0 0

-10.360 0

0 0

0 0; 273 0.013 0

0 0.22059 0.19991 0

0.02068

-2.900

-2.50634 0

-0.19684 0.21334 0.17196 0

0.02069 0

0 0

-0.25410

-0.11415

-0.09940

-0.04143 0

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0 0

0.0206 0.1968

-0.1399

-0.081S 0

0 0

Design Analysis DA-ME-2002-063 Appendix A Revision 0

Date 10/31//2002 rst

<--F6--> <--F7--:- /KL 0

0 0

0 69 0 -0.19682 0

0 0

1.300 0

0 0

1.300 0

0 0

84 0 0.02069 0

0 0

1.300 0

0 0

1.300 0

0 0

0 -0.19792 0

0 0

0 95 0 -0.13995 0

0 0

1.300 0

0 0

1.300 0

0 0

1.300 0

0 0

1.300 0

0 0

98 0

0 0

1.300 0

0 0

1.300 0

0 0

0 errors and warnings 2223A 2223A 2223B 2223B

<-F-><--F2--> <--F3--> <--F4--> <

S ST S YSTEMS,

INC.

+÷ DST/PIPESTRESS ++

R.E. GINNA STATION Version 3.4.08e IBM-PC Dec. 1994 CALCULATION NUMBER 1

CODE ANSI/ASME B31.1 ASME-1973 REV S73 Walter Tono 11/05/:2 14:52:33 (17]

-- code-SQ CA inp gen

<--I->

PT 123456 c--Fl--,

c--F2--> <--F3--> <--F4--> c--FS--> <--F6--> <--F7-->

TANG 1600 TANG BRAD 1610 BRAD TANG 1620 TANG TANG 1630 LUMP 1640 JUNC JUNC TANG 16S0 JUNC JUNC TANG 1660 TANG BRAD 1670 BRAD DESN 1680 TANG 1690 TANG DESN 1700 TANG 1710 LUMP 1720 TANG 1730 TANG 1740 BRAN 1750 CROS 1760 JUNC JUNC TANG 1770 TANG 1780 TANG BRAD 1790 BRAD TANG 1800 TANG BRAD 1810 BRAD CROS 1820 TANG 1830 TANG 2

3 2

0 9

0 2

3 74 2

74 0

9 0

0 0

70 0

2 3

70 2-2248 000000 0+

2248 000000 6501 030000 1+ 6501 030000 2250 000000 0+

2250 000000 2255 000000 2255 000000 60+

2255 000091 60+

2255 000090 2270 000000 60+

2270 000091 60+

2270 000090 2275 000000 0+

2275 000000 2280 030000 1+

2280 030000 000000 2290 000000 0+

2290 000000 000000 3235 000000 3235 000000 3234 000000 3233 000000 3232 000010 000000 60+

3232 000081

60.

3232 000080 3231 010000 3230 010000 0+

3230 010000 3225 010000 1

3225 010000 3215 010000 0+

3215 010000 3210 010000 1+

3210 010000 000000 4530 000000 0+ 4530 000000

-0.14060

-0.05860 0.19792

-0.082

-0.09940

-0.04143

-0.72580 0.10E-02 0

0

-4.036 0

0

-0.38330

-0.24334 0.19792

-0.13996 150.000 0

0 150.000 0

0.014 0

0 0

2.875 0

0 0.250 0.625 0.31250 0.31250 0.31250 0

0 0.31250 0

2.375 0

0

-0.057S 1.00 0

0 0

300.010

-5.000

-4.80208 300.000

-0.083 0

-0.083

-0.771

-0.229 0.203 0

0 0

-3.083

-2.458 0

-0.31250 0.154 0

0 0

0 0.09944 0.04144 0.72576 0

0 0

4.03620 0

0 0.38325 0.24331 0

0.13994 0

0 0

6.80280 0

0 0

4.52480 0.333 0.02050 Design Analysis DA-ME-2002-063 Appendix A Revision 0

Date 10131//2002 rst

/KL errors and warnings I

1.00 0

0 1.300 0

0 0

97 0

0.05800 0

0 1.300 0

0 0

0 0 -0.19792 0

0 0

0 1.300 0

0 0

1.300 0

0 0

1.300 0

0 1.300 0

0 1.300 00 1.000 1.000 0

0 0

1.300 0

0 0

0 0 -0.31250 0

0 0

0 0.31250 O0 1.000 1.000 0

0 0

0 2248A 2248A 2248B 2248B 0

0 0

101.000 0

0 101.000 0

0 0

101.000 0

0 0

101.000 0

0 1

1 D-2 DYNAMIC PAGE NO.

9

D-2 DYNAMIC PAGE NO.

10 SST

SYSTEMS, INC.

++ DST/PIPESTRESS +÷ R.E. GINNA STATION Version 3.4.08e IBM-PC Dec. 1994 CALCULATION NUMBER 1

CODE ANSI/ASME B31.1 ASME-1973 REV S73 Walter Tono

-- code-SQ CA inp gen rst IKL

<--I->

PT 123456 TANG 1840 TANG BRAD 1850 BRAD TANG 1860 TANG ANCH 1870 ANCH ANCH ANCH ANCH ANCH ANCH ANCH CROS 1880 JUNC 1890 TANG 1900 TANG 1910 TANG BRAD 1920 BRAD TANG 1930 TANG LUMP 1940 JUNC JUNC TANG 1950 JUNC JUNC TANG 1960 TANG 1970 TANG BRAD 1980 BRAD TANG 1990 TANG TANG 2000 TANG BRAD 2010 BRAD TANG 2020 2-4520 0+

4520 3-4510 1+

4510 2-4500 0+

4500 61-4500 60+

4500 68+

4500 686 4500 68+

4500 67+

4500 70 60 3232 0

3236 2-3240 0+

3240 3-3245 1+

3245 2-3255 0÷ 3255 9

3255 60+

3255 0

3270 60+

3270 0

3275 2-3278 0+

3278 3-6502 1+

6502 2-3280 0+

3280 2-3285 0+

3285 3-3290 1+

3290 2-3305 010000 000000 000000 030000 030000 000000 000000 000000 000002 000020 000020 000020 000020 000020 000020 000000 000000 010000 010000 010000 010000 010000 000000 000000 000000 000091 000090 000000 000091 000090 000000 010000 010000 010000 010000 010000 010000 010000 010000 010000 010000 0

0 0.19792 0

0.365 0.16708 100.000 0

1.000 0

0 1.000 0

0 2.875 0

-0.250

-0.541

-0.22850 0.31250

-0.31250 0

0 0.70E-02 0

0 0

0 0.31250 0

0.10312 0.01159 0.62214 0.40117 0.31250 0.22097 0

22.000 0

0 0

0 100.000 0

0 1.000 0

0.203 0

0 0

0.480 0.28208 0

0.19792 0

0 100.000 0

0 0

1.000 0

0 1.000 6.80280 0

0 0

0 2.166 1.85350 0

0 0

9.479 0

0 0.70817 0.14583 0.01639 0

0.12944 0.10312 0.01159 0.62214 0.40117 0

0.22097 0

0 0

Design Analysis DA-ME-2002-063 Appendix A Revision 0

Date 10131//2002 errors and warnings 0

0 0

0 0.19792 0

0 0

833.320 833.320 0

0 100.000 0

100.000 0

833.320 0

1.000 1.000 0

0 0

0 0.09153 0

0 0

0 0.31250 0

0 0

0 1.300 1.300 833.320 0

0 0

1.000 0

0 0

0.31250 0

0 0

0 0.09153 0

0 0

0 101.000 0

0 0

19R 20R 21R 22R 23R 24R I

3278A 3278A 3278B 3278B 11/05/:2 14:52:33

[18]

<c--F1--> <--F2--> <--F3--> <c--F4--> <--FS--> <--F6--> <--F7-->

S ST SYSTEMS INC.

÷+ DST/PIPESTRESS ÷+

R.E. GINNA STATION D-2 DYNAMIC PAGE NO.

11 Version 3.4.08e IBM-PC Dec.

1994 CALCULATION NUMBER 1

-- code-CA inp gen CODE ANSI/ASME B31.1 ASME-1973 REV S73 Walter Tono 11/05/:2 14:52:33

[19]

rst

/KL 1--I->

P 123456 errors and warnings TANG BRAD 2030 BRAD TANG 2040 TANG BRAD 2050 BRAD TANG 2060 TANG CROS 2070 JUNC JUNC TANG 2080 TANG BRAD 2090 BRAD TANG 2100 TANG CROS 2110 JUNC JUNC TANG 2120 JUNC JUNC TANG 2130 TANG BRAD 2140 BRAD TANG 2150 TANG BRAD 2160 BRAD TANG 2170 TANG BRAD 2180 BRAD TANP 2190 TANP 2200 BRAD 2210 BRAD TANP 2220 0+

3305 3-3310 1+

3310 2-3320 0+

3320 3-6503 2+

6503 2-3325 0+

3325 70

60.

3325 60÷ 3325 2-3343

0. 3343 3-6504

1. 6504 2-3355

0. 3355 70

60. 3355 60+

3355 0

3370 60+

3370 60÷ 3370 2-3378 0+ 3378 3-6505 1+ 6505 2-3390 0+

3390 3-3395

1. 3395 2-3400 0+ 3400 3-3415 1+ 3415 2-3415 2-3415 3-3420 1+ 3420 2-3420 010000 010000 010000 010000 010000 010000 010000 000000 000000 000000 000091 000090 000000 000000 000000 000000 000000 000000 000000 000091 000090 000000 000091 000090 000000 000000 010000 010000 010000 010000 010000 010000 010000 010000 010000 010000 000000 000000 010000 010000 000000 0

0.31250 0

-0.432

-0.14188 0.31250

-0.08511 0.061 0.05173 2.875 0

0 0.195 0.17648 1.560 0.01852 1.333 1.23189 2.875 0

0 3.998 0

0 0.878 0.82752 0.31250 0.05048 1.054 0.64445 0.31250 0.28963 0

0 0.31250 0

0.15795 0.15805 0.31250 0.15805

-0.26960 21.375 0

0.31250 0

0 0

0 0.203 0

0 0

0 0.203 0

0 0

5.604 4.979 0

0.31250 0

0 0

0.15805 0

0 0

0.497 0.16323 0

0.09792 0.852 0.72259 6.79860 0

0 2.722 2.46349 0

0.25851 3.146 2.90737 6.80280 0

0 9.438 0

0 2.072 1.95287 0

0.11913 0 427 0.26108 0

0.11734 0

0 0

0 0.26941 0.26959 0

0.26959 0

0

-0.205 0

0 0

0.00927 0

0 1.000 0

0 0,

0 0

0.10111 0

0 1.000 0

0 0

0 0.11992 0

0 0

0.15795 0

0 0

-0.26959 0

0 0

1.000 0

0 0

0 1.000 0

0 0

0 0.31250 0

0 0

0 0.23586 0

0 0

0.12941 0

0 1.000 0

0 0

0.23863 0

0 1.000 0

0 0

0 0.04858 0

0 0

0.26941 0

0 0

0.15805 0

0 0

0 Design Analysis DA-ME-2002-063 Appendix A Revision 0

Date 10/31//2002 0

0 0

101. 000 0

0 0

0 101. 000 0

0 0

3320A 3320A 3320B 3320B 1

3343A 3343A 3343B 3343B 1

3378A 3378A 3378B 3378B 4-F--

-- F2--> <__F3__> <--F4--> <-F-><--F6--> <--F7-->

D-2 DYNAMIC pAGE NO.

12 S ST

SYSTEMS, INC.

++ DST/PIPESTRESS ++

R.E. GINNA STATION Version 3.4.08e IBM-PC Dec.

1994 CALCULATION NUMBER 1

CODE ANSI/ASME B31.1 ASME-1973 REV S73 Walter Tono 11/05/:2 14:52:33

[20)

-- code-CA inp gen PT rst

<--F5--> <--F6--> <--F7--> /KL

<--I->

123456 5-3423 010000 5+ 9999 000101 70 000000 5+

3423 010002 0

3425 010000 61-3425 000000 60÷ 3425 000002 68+

3425 000020 68+

3425 000020 67+

3425 000020

67.

3425 000020 70 000000 60 115 000000 2-115 000000 3-120 010000 14 120 010000 CRED 2230 CRED CROS 2240 CRED TANG 2250 ANCH 2260 ANCH ANCH ANCH ANCH ANCH ANCH ANCH CROS 2270 JUNC 2280 TANP 2290 BRAD 2300 BRAD TAMP 2310 CRED 2320 CRED CROS 2330 CRED TANP 2340 BRAD 2350 BRAD TANG 2360 TANG TANG 2370 LUMP 23,80 ANCH 2390 ANCH ANCH ANCH ANCH ANCH ANCH ANCH CROS 2400 JUNC 2410 TANP 2420

-0.25150

-0.12575 2.375

-0.12575

-0.43190 100.000 0

1.000 0

0 1.000 0

0 4.500 0

0.05226 0.500 0.05225 000000 -0.35160 010000 -0.19410 000101 000000 010002 000000 010000 010000 010000 010000 010000 000000 000000 000002 000020 000020 000020 000020 000020 000020 000000 000000 000000

-0.09705 3.500

-0 09705

-0.110 0.375

-0.10918

-0.90590

-0.75196

-0.25860 0.019 500.000 0

1.000 0

0 1.000 0

0 4.500 0

0.05226 0

0 0.154 0

0 100.000 0

0 1.000 0

0.237 0

0 0

0

-0.35360

-0. 19520

-0. 09760 0.216

-0.09760

-0.110 0

-0. 10918 0

0 0

0 500.000 0

0 1.000 0

0.237 0

0 0.14743 0.07372 4.52480 0.07372 0.25351 100.000 0

0 0

1.000 0

0 1.000 12.231 0

-0.49730 0

-0.49721

-0.037

-0.02040

-0.01020 8.75080

-0.01020

-0.011 0

-0.01092

-0.095

-0.07886

-0.02720 60.000 60.000 1.000 60.000 0

833.320 0

100.000 100.000 100.000 833.320 833.320 833.320 1.000 0

0 0

-0.35155 0

60.000 60.000 1.000 60.000 0

0

-0.15394 0

0 0

1.000 0

0 833.320 0

0 0

1.000 0

0 0

-0.35355 0

0 0

1.000 0

0 0

0 500.000 4166.600 4166.600 0

0 0

0 500.000 0

1.000 500.000 0

0 4166.600 0

1.000 4166.600 0

12.231 1.000 1.000 0

0 0

-0.49730 0

0 Design Analysis DA-ME-2002-063 Appendix A Revision 0

Date 10/311/2002 So errors and warnings 2-120 5-125 5+

9999 70 5+

125 2-125 3-135 1+

135 2-140 0+

140 0

145 9

145 61-145

60.

145 68+

145 67+

145 70 60 630 2-630 0

0 1.000 0

0 833.320 0

0 0

1.000 0

0 0

-0.03699 0

0 0

1.000 0

0 0

-0.01614 0

0 0

0 4166.600 0

0 0

1.000 0

0 0

1.000 101.000 1.000 0

0 0

101.000 0

0 0

0 1.000 101.000 1.000 0

0 0

101.000 0

0 1

25R 26R 27R 28R 29R 30R 1

1 31R 32R 33R 34R 35R 36R 1

<,--FI--> <--F2--> <--F3--> <--F4-->

D-2 DYNAMIC PAGE NO.

13 SST

SYSTEMS, INC.

.+

DST/PIPESTRESS +÷ R.E. GINNA STATION Version 3.4.08e IBM-PC Dec. 1994 CALCULATION NUMBER 1

CODE ANSI/ASME B31.1 ASME-1973 REV S73 Walter Tono 11/05/:2 14:52:33

[21]

PT 123456 <--FI--> <--F2--> <--F3--> <--F4--> <--F5--> <--F6--> <--F7-->

BRAD BRAD TANG TANG BRAD BRAD TANP JUNC RSTN RSTN RSTN RSTN RSTN RSTN RSTN RSTN RSTN RSTN RSTN RSTN RSTN RSTN RSTN RSTN RSTN RSTN RSTN RSTN RSTN RSTN RSTN RSTN RSTN RSTN RSTN ENDP 2430 2440 2450 2460 2470 2480 2490 2500 2510 2520 2530 2540 2556 2560 2570 2580 2590 2600 2610 2620 2630 2640 2650 2660 2670 2680 2690 2700 2710 2720 2730 2740 3-638 1+

638 2-640

0.

640 3-650 1+

650 2-650 60+

650 68 960 68 935 68 905 68 895 68 860 68 845 68 820 68 2200 68 2200 68 2230 68 2255 68 3255 68 3270 68 3270 68 3355 68 3370 68 940 68 1835 68 1835 68 1835 68 2145 68 2145 68 2270 68 3325 68 3325 68 3325 68 833 89 010000 010000 010000 010000 010000 010000 000000 000091 000000 000000 000000 000000 000000 000000 000000 000000 000000 000000 000000 000000 000000 000000 000000 000000 000000 000000 000000 000000 000000 000000 000000 000000 000000 000000 000000 000000 0

0.500 0.05226 0

0 0.500 0

-0.49730 0

0 0

1.000 0

0 0

0 1.000 0

0 0

0 1.000 0

0 0

0.57358 0

-0.10450 0.99452 0

-0.10450 0.70711 0

0.99745 0.07141 0.01850 0

0 0

0

-1.125

-0.125 0

-0.500 0

0 1.000 1.000 0

1.000 1.000 1.000 1.000 0

0 1.000 1.000 1.000 0

1.000 1.000 1.000 0

1.000 0

0 1.000 0

0 0

0

-0.497

-0.052:

1.0

-0.819.

0.994 0.104 0.994 0.707

-0.071 0.997

-0.999 Design Analysis DA-ME-2002-063 Appendix A Revision 0

Date 10/31//2002 JB/

IDEN SQ

-- code-CA inp gen rst

/KL errors and warnings 26 0

-0.500 0

0 0

0 -0.49726 0

30 0

0 0

0 124.700 0

0 61.400 0

0 173.200 0

0 69.100 0

0 116.800 0

0 26.060 0

0 38.360 0

0 912.600 0

00 749.100 0

0 38.440 0

0 66.960 0

0 126.500 0

0 19.800 0

0 200.000 0

0 27.200 0

0 36.700 0

20 193.900 0

0 161.500 0

52 297.100 0

53 19.170 0

0 421.300 0

52 587.600 0

11 10.120 0

0 91.940 0

40 74.880 0

45 17.540 0

80 96.130 0

0 0

0

-0.05230 0

0 0

37R 38R 39R 40R 41R 42R 43R 44R 45R 46R 47R 48R 49R 5OR 51R 52R 53R 54R 55R 56R 57R 58R 59R 60R 61R 62R 63R

S S T S Y S T E M S I N C D-3 DYNAMIC PAGE NO.

14

+÷ DST/PIPESTRESS +÷ R.E. GINNA STATION Version 3.4.08e IBM-PC Dec. 1994 CALCULATION NUMBER 1

CODE ANSI/ASME 831.1 ASME-1973 REV S73 Walter Tono 11/05/:2 14:52.33

[22]

COORDINATES OF ANCHORS, FREE-ENDS AND 66-CARD POINTS ORIGIN OF ABSOLUTE COORDINATES IS BASED ON 66-CARD DATA FOR POINT NO. 210 WARNING **ANCHOR'*

WARNING **ANCHOR**

WARNING WARNING WARNING

- ANCHOR**

-*ANCHOR**

-- ANCHOR**

POINT NO.

210 10 650 700 1865 1900 2135 4500 3425 145 650 COORDINATES IN FT ----

X Y

Z 0.0000

-8.6806

-7.3386

-8.6806

-10.3678

-12.1468

-9.4996

-18.0719

-12.9276

-8.6607

-7.3386 0.0000

-2.0206 1.6877 1.6877 3.1673 2.9173 2.1473

-18.7467 11.9403 5.4047 1.6877 0.4191 46.1235 46.2644 46.1234 32.2539 32.0689 32.0843 3S.8909 68.5542 46.1260 46.2644

DIFFERENCE IN FT X

Y Z

ERRORS --

COMMENTS X

Y Z

0.0000 0.0000 0.0000 66-CARD DATA NO 66 CARD DATA 0.0004 0.0000 0.0004 66-CARD DATA NO 66 CARD DATA NO 66 CARD DATA NO 66 CARD DATA NO 66 CARD DATA NO 66 CARD DATA NO 66 CARD DATA NO 66 CARD DATA 0.0004 0.0000 0.0004 66-CARD DATA 310W 310W 310W 310W 81W 81W 81W 310W 310W 310W 310W 81W 81W 81W 310W 310W 310W 310W 81W 81W 81W 310W 310W 310W

OFFSET (FEET) --------

X Y

Z LENGTH (IN)

O.D.

THK.

COORDINATES (FEET)

MATERIAL NODE X

101.000 C.

RED 0.322 0 000 0.000 0.301 0.905 1.469 0.707 1.702 1.000 1.414 3.750 4.750 2.409

=

3.116 2.409 1.348

-4.369

-4.662 Design Analysis DA-ME-2002-063 Appendix A Revision 0

Date 10/31//2002 MEMBER C.

RED 8.625 Y

z 210 220 P.1.

990 P.I.

985 980 P.1.

970 P.I.

965 960 950 P.I.

945 940 935 930 220 P.1.

990 P.1.

985 980 P.I.

970 P.I.

965 960 950 P.I.

945 940 935 930 P.1.

0.301 0.604 0.564 0.233 0

0 0

0.707 0.707

-0.707

-1.061

-5.717

-0.293 0

0 0

0.707 0.293 0.414 2.336 1.000 0

0 0

0.397 0.799

-0.429

-0.177 0

0 0

0.707 0.707 0.707 1.061 5.718 0.293 0.414 1.919 0.500 1.129 0.414 0.498 1.002 1.001 0.414 0.414 2.336 1.000 1.000 1.000 1.000 1.500 8.086 0.414 0.414 1.919 0.500 1.129 0.414 210 220 P.I.

990 P.I.

985 980 P.I.

970 P.1.

965 960 950 P.1.

945 940 935 930 P.1.

0.419 0.816 1.615 1.187 1.009 1.716 2.424 3.131 4.191 9.909 10.202 10.616 12.535 13.035 14.164 14.578

DYNAMIC PAGE NO.

15 SST

SYSTEMS, INC.

++ DST/PIPESTRESS ÷+

R.E. GINNA STATION Version 3.4.08e IBM-PC Dec.

1994 CALCULATION NUMBER 1

CODE ANSI/ASME B31.1 ASME-1973 REV S73 Walter Tono 11/05/:2 14:52:33 123]

.OFFSET (FEET)

(IN) ------

COORDINATES (FEET)

MEMBER X

Y Z

LENGTH O.D.

THK.

MATERIAL NODE X

Y Z

P.I. -

925 0

0.293 0.293 0.414 8.625 0.322 101.000 925

-4.662 5.D43 14.871 925 -

915 0

1.915 1.915 2.708 915 6.957 16.785 915 -

P.I.

0 0.293 0.293 0.414 P.I.

7.250 17.078 P.I. -

910 0

0 0.414 0.414 910 17.493 910 -

905 0

0 2.452 2.452

=

905 19.945 905 -

895 0

0 4.000 4.000 895 23.945 895 -

1800 0

0 8.880 8.880

=

1800 32.825 1800 -

860 0

0 2.666 2.666 860 35.491 860 -

845 0

0 8.500 8.500 845 43.991 845 -

840 0

0 1.167 1.167

=

840 45.158 840 -

P.I.

0 0

1.000 1.000 P.I.

46.158 P.I. -

835 0

-1.000 0

1.000 835 6.250 835 -

833 0

-0.500 0

0.500 833 5.750 833 -

830 0

-0.771 0

0.771 830 4.979 830 -

P.I.

0

-1.000 0

1.000 P.I.

3.979 P.I. -

825

-0.707 0

0.707 1.000 8

25

-5.369 46.865 825 -

820

-0.369 0

0.369 0.522

=

820

-5.738 6 47.234 820 -

810

-0.928 0

0.928 1.313 810

-6.666 48.162 810 -

800

-0.412 0

0.412 0.583 800

-7.079 48.575 800 -

90 0

0.583 0

0.583

=

90 4.563 90 -

95 0

0 500 0

0.500 C. RED C.

RED 95 5.063 95 -

98 0

0.250 0

0.250 4.500 0.237 98 5.313

=

98 -

100 0

0.250 0

0.250

1.

100 5.563 100 -

P.I.

0 0.500 0

0.500 P.I.

6.063 P.I. -

110 0.052 0

-0.497 0.500 110

-7.026 48.078 110 -

115 0.133 0

-1.264 1.271 115

-6.894 46.814 800

-7.079 3.979 48.575 800 -

790 0

-0.583 0

0.583 8.625 0.322 101.000 790 3.396 790 -

70 0

-0.583 0

0.583 70 2.813 70 -

65 0

-0.583 0

0.583 65 2.229 65 -

60 0

-0.500 0

0.500 C. RED C.

RED 60 1.729 60 -

58 0

-0.250 0

0.250 4.500 0.237 58 1.479 58 -

56 0

-1.479 0

1.479

=

56 0.000 56 -

50 0

-1.521 0

1.521 50

-1.521 50 -

P.I.

0

-0.500 0

0.500

=

P.I.

-2.021 P.I. -

45 0.052 0

-0.497 0.500

=

45

-7.026 48.078 45 -

40 0.133 0

-1.264 1.270 40

-6.894 46.814 40 -

P.I.

0.052 0

-0.497 0.500

=

P.I.

-6.841 46.317 P.I.

30

-0.497 0

-0.052 0.500

=

30

-7.339 46.264 30 -

25

-0.332 0

-0.035 0.333 C. RED C.

RED 25

-7.670 46.230 25 -

20

-0.752 0

-0.079 0.756 3.500 0.216

=

20

-8.422 46.151 Design Analysis Revision 0

DA-ME-2002-063 Appendix A Date 10/31/12002 D-3

SST SYSTEMS.

INC.

DST/PIPESTRESS ++

DYNAMIC PAGE NO.

16 R.E. GINNA STATION Version 3.4.08e IBM-PC Dec. 1994 CALCULATION NUMBER 1

CODE ANSI/ASME B31.1 ASME-1973 REV S73 Walter Tono 11/05/:2 14:52:33 (24]

OFFSET (FEET) --------

X Y

Z LENGTH (IN) -----

O.D.

THK.

COORDINATES (FEET)

MATERIAL NODE X

20 -

10

-0.259 70 620 625 650 660 690 1800 1810 1815 P.'.

1825 1830 1835 1840 1843 1845 1850 1860 620 625 630 660 690 700 1810 1815 P.I.

1825 1830 1835 1840 1843 1845 1850 1860 1870 1860 -

1865 1870 1880 2100 1950 2100 2105 2110 P.I.

2115 2120 2130 1880 2100 1950 1900 2105 2110 P.I.

2115 2120 2130 2140 2130 -

2135 2140 -

2143 0.053 0.026 0.106

-0.332

-0.752

-0.259 0

0 0

-0.311

-1.512

-2.610

-0.414

-0.103

-0.104

-0.448

-0.204

-0.49

-3.52

-0.31 0

0.25

-0.828

-0.249

-0.249 0

0 0

0.197 1.693 0.232 0.232 0.027 2.605

-0.25

-0.32

-0.19 Design Analysis DA-ME-2002-063 0

-0.027 0.260 3.500 0.216 101.000 10 70 0

-0.507 0.510 4.500 0.237 101.000 620 0

-0.249 0.250 m

625 0

-1.005 1.011 630 650 0

-0.035 0.333 C.

RED C.

RED 101.000 660 0

-0.079 0.756 3.500 0.216 690 0

-0.027 0.260 700 1800 4

0 0.494 2.875 0.203 101.000 1810 6

0 3.526

=

1815

.3 0

0.313 P.I.

0

-0.033 0.313 1825 0

-0.158 1.520

=

1830 0

-0.247 2.622 1835 0

-0.043 0.416 1840 0

-0.011 0.104 1843 0

-0.011 0.104

=

1845 0

-0.047 0.450 1.900 0.145 1850 0

-0.021 0.205 2.190 0.435 VALVE 1860 0

-0.021 0.205 VALVE

=

1870 1860 0

0 0.250 2.190 0.435 VALVE 101.000 1865 1870 0

-0.086 0.832 1.900 0.145 101.000 1880 0

-0.026 0.250 2.875 0.203 2100 0

-0.026 0.250 1950 0

-0.026 0.250 1900 2100 0

0 0.250 2.375 0.154 101.000 2105 2

0 0.322 2110 8

0 0.198

=

P.I.

0 0.021 0.198 2115 0

0.177 1.702 2120 0

0.024 0.233 2.683 0.462 VALVE 2130 0

0.024 0.233 VALVE 2140 2130 0

-0.259 0.260 2.683 0.462 VALVE 101.000 2135 2140 0

0.273 2.619 2.375 0.154 101.000 2143 Appendix A

-8.681

-7.079

-7.025

-6.999

-6.894

-7.339

-7.670

-8.422

-8.681

-4.662

-4.973

-6.485

-9.095

-9.509

-9.612

-9.716

-10.164

-10.368

-10.572

-10.368

-10.572

-11.400

-11.649

-11.898

-12.147

-11.649

-11.452

-9.759

-9.527

-9.295

-9.527

-9.500

-9.295

-6.690

-2.021 46.123 2.813 48.575 48.068 47.819 46.814 1.688 " 46.264 46.230 46.151 46.123 7.250 6.756 3.230 2.917 2.917 3.167 2.917 2.917 2.667 2.345 2.147 2.147 2.147 32.792 32.634 32.387 32.344 32.333 32.322 32.275 32.254 32.233 32.254 32.233 32.147 32.121 32.095 32.069 32.121 32.141 32.319 32.343 32.367 32.343 32.084 32.367 32.640 Revision 0

Date 10/31/12002 MEMBER Y

z D-3 32.825

S S T S Y S T E M S I N C.

P-G NO 17

.+ DST/PIPESTRESS ++

R.E. GINNA STATION Version 3.4.08e IBM-PC Dec. 1994 CALCULATION NUMBER 1

MEMBER CODE ANSI/ASME B31.1

OFFSET (FEET) --------

X Y

Z LENGTH ASME-1973 REV S73 Walter Tono (IN)

O.D.

TNK.

MATERIAL NODE 11/05/:2 14:52:33 125]

COORDINATES (FEET)

X Y

Z

-6.565

-4.662

-4.465

-4.444

-4.181

-4.160

-3.963

-2.327

-2.130

-2.270

-2.384

-2.426

-2.484

-2.566 2143 2145 2150 P.I.

2160 2170 P.!.

2175 2180 P.I.

2185 2200 2210 P.I.

2215 2220 2223 P.I.

6500 2225 2230 2245 2248 P.!.

6501 2250 2255 2270 2275 P.I.

2280 2290 3235 3234 3233 3232 3231 3230 P.1.

3225 3215 -

2.147 1.949

-5.665

-9.300

-9.498 2145 2150 P.I.

2160 2170 P.'.

2175 2180 P.I.

2185 2200 2210 P.I.

2215 2220 2223 P.I.

6500 2225 2230 2245 2248 P.'.

6501 2250 2255 2270 2275 P.'.

2280

"-2290 3235 3234 3233 3232 3231 3230 P.I.

3225 3215 P.'.

0.125 1.903 0.197 0.021 0.263 0.021 0.197 1.636 0.197 0

0 0

0

-0.140

-0.114

-0.041

-0.058

-0.082

-0.059

-0.942

-10.360

-0.059

-0.082

-0.058

-0.041

-0.726

-4.036

-0.243

-0.140 0

0 0

0 0.250 0.313 0.313 0

0 0

Design Analysis DA-ME-2002-063 Appendix A Revision 0

Date 10/31//2002 0.154 101.000 0

0 0

-0.198

-7.614

-3.635

-0.198 0

0 0

0

-0.198

-4.802

-0.083

-0.771

-0.229 0

0 0

-0.313

-2.458

-0.313 0.013 0.200 0.021

-0.197

-2.506

-0.197 0.021 0.172 0.021 0

0 0

0

-0.140

-0.114

-0.041

-0.058 0

0 0

0 0.058 0.041 0.726 4.036 0.243 0.140 0

0 0

0 0.126 1.914 0.198 0.198 2.520 0.198 0.198 1.645 0.198 0.198 7.614 3.635 0.198 0.198 0.161 0.059 0.082 0.082 0.059 0.942 10.360 0.059 0.082 0.082 0.059 1.026 5.708 0.344 0.198 0.198 4.802 0.083 0.083 0.771 0.229 0.250 0.313 0.313 0.313 2.458 0.313 2.375 2.875 2145 2150 P.'.

2160 2170 P.I.

2175 2180 P.I.

2185 2200 2210 P.'.

2215 2220 2223 P.'.

6500 2225 2230 2245 2248 P.I.

6501 2250 2255 2270 2275 P.I.

2280 2290 3235 3234 3233 3232 3231 3230 P. I.

3225 3215 P.I.

-18.749

-18.437

=

-15.976

-18.434

-18.747

-2

-3

-13

-14

-18

-19

-19 32.653 32.853 32.873 32.677 30.170 29.973 29.994 30.166 30.187 30.047 29.933 29.891 29.833 29.891 29.933 30.658 34.695 34.938 35.078

.624

.567

=

.927

=

.985

.067

.125

.167

.893

.929

'.172

'.312

-9.696

-14.498

-14.581

-14.664

-15.435

-15.664 0.203

V'*T*,MT*

PACE NO.

17

-lq

S ST

SYSTEMS, INC.

++ DST/PIPESTRESS ÷÷ CALCULATION NUMBER 1

OFFSET MEMBER X

DYNAMIC PAGE NO.

18 R.E. GINNA STATION Version 3.4.08e IBM-PC Dec. 1994 CODE ANSI/ASME B31.1 ASME-1973 REV S73 Walter Tono (FEET)

(IN) ------

Y z

LENGTH O.D.

THK.

MATERIAL NODE 11/05/:2 14:52:33

[26]

COORDINATES (FEET)

X Y

Z 2.875 2.375 2.875 P.I.

3210 4530 4520 P.I.

4510 3232 3236 3240 P.I.

3245 3255 3270 3275 3278 P.'.

6502 3280 3285 P.I.

3290 3305 P.I.

3310 3320 P.'.

6503 3325 3343 P.I.

6504 3355 3370 3378 P.I.

6505 3390 P.I.

3395 3400

-18.747 35.390

=

35.411 35.693 35.891

-15;664 35.078 35.390

=

37.244 46.723 47.431 47.447

=

47.577 47.668

=

47.680 48.081 48.302 3210 4530 4520 P.'.

4510 4500 3236 3240 P.I.

3245 3255 3270 3275 3278 P.I.

6502 3280 3285 P.'.

3290 3305 P.1.

3310 3320 P.1.

6503 3325 3343 P.I.

6504 3355 3370 3378 P.1.

6505 3390 P.I.

3395 3400 P.I.

0 0

0.198 0.167

-0.250

-0.229

-0.313 0

0 0

0 0.092 0.012 0.401 0.221 0

0 0

-0.205

-0.142

-0.085 0.009 0.052 0.176 0.019 0.101 1.232 3.998 0.828 0.050 0.120 0.644 0.290 0

0 0

Design Analysis DA-ME-2002-063 Appendix A Revision 0

Date 101311/2002 0

0 0

0.313 21.375 0.313 0

0 0

0.313 4.979 0.313 0.313 0.021 0.282 0.198 0

0 0

0.313 1.853 9.479 0.708 0.016 0.129 0.092 0.012 0.401 0.221 0

0 0

0.236 0.163 0.098 0.129 0.723 2.463 0.259 0.239 2.907 9.438 1.953 0.119 0.049 0.261 0.117 0

0 0

0.313 0.021 0.282 0.198 0.198 0.167 0.250 0.229 0.313 0.313 1.853 9.479 0.708 0.016 0.129 0.129 0.016 0.567 0.313 0.313 21.375 0.313 0.313 0.216 0.130 0.130 0.724 2.470 0.259 0.259 3.158 10.250 2.121 0.129 0.129 0.695 0.313 0.313 4.979 0.313 0.203 0.154 0.203 101.000 3210 4530 4520 P.I.

4510 4500 3232 101.000 3236 3240 P.1.

=

3245 3255

=

3270 3275 3278 P.I.

6502 3280 3285

=

P.I.

3290 3305 P.I.

3310 3320 P.I.

6503

=

3325 3343 P.I.

6504 3355 3370 3378 P.!.

6505 3390 P.I.

3395

=

3400 P.1.

-18.437

-18.239

-18.072

-19.312

-19.562

-19.790

-20.103

-20.011

-20.000

-19.599

-19.378

-19.583

-19.725

-19.810

-19.800

-19.749

-19.572

-19.554

-19.453

-18.221

-14.223

-13.395

-13.345

-13.225

-12.580

-12.291

-15.351 6.024 6.336 6.649 11.628 11.940 48.538 48.701 48.799 48.929 49.651 52.115 52.373 52.612 55.519 64.957 66.910 67.029 67.078 67.339 67.456 D-3

D-3 DYNAMIC PAGE NO.

19 SST S YST EMS,

INC.

+÷ DST/PIPESTRESS ++

R.E. GINNA STATION Version 3.4.08e IBM-PC Dec. 1994 CALCULATION NUMBER 1

0 MEMBER P.I.

3415 P.I.

3420 3423 115 P.I.

120 125 P.I.

135 140 630 P.!.

638 640 P.I. -

3415 P.I.

3420 3423 3425 P.'.

120 125 P.1.

135 140 145 P.I.

638 640 P.I.

650 x

0.158 0.158

-0.270

-0.252

-0.432 0.052

-0.352

-0.194

-0.109

-0.154

-0.752

-0.259 0.052 0

0 0

-0.497 CODE ANSI/ASME B31.1 ASME-1973 REV 573 Walter Tono FFSET (FEET)

(IN) -----

y Z

LENGTH O.D.

THK.

0 0

-0.354

-0.195

-0.109 0

0 0

0

-0.500

-0.125

-0.500 0

0.269 0.270 0.158 0.147 0.254

-0.497

-0.037

-0.020

-0.011

-0.016

-0.079

-0.027

-0.497 0

0 0

-0.052 0.312 0.313 0.313 0.292 0.501 0.500 0.500 0.276 0.155 0.155 0.756 0.260 0.500 0.500 0.125 0.500 0.500 2.875 C.

RED 2.375 4.500 C.

RED 3.500 4.500 0.203 C.

RED 0.154 0.237 C.

RED 0.216 0.237 MATERIAL NODE 101.000 101.000 101.000 3415 P.I.

3420 3423 3425 115 P.I.

120 125 P.'.

135 140 145 630 P.I.

638 640 P.I.

650 11/05/:2 14:52:33 (271 COORDINATES (FEET)

X Y

Z

-12.133

-11.975

-12.244

-12.496

-12.928

-6.894

-6.841

-7.193

-7.387

-7.496

-7.650

-8.402

-8.661

-6.894

-6.841

-7.339 11.940 6.063 5.709 5.514 5.405 2.813 2.313 2.188 1.688 67.726 67.995 68.153 68.301 68.554 46.814 46.317 46.280 46.259 46.248 46.232 46.153 46.126 46.814 46.317 46.264 MASS POINTS 210 220 1990 985 980 845 840 835 833 830 790 70 620 625 630 20 10 1810 1815 1825 2115 2120 2130 2135 2140 2230 2245 2248 6501 2250 4520 4510 4500 3236 3240 6504 3355 3370 3378 6505 970 825 638 1830 2143 2255 3245 3390 ANCHORS 210 10 700 4500 3425 145 Design Analysis DA-ME-2002-063 Appendix A Revision 0

Date 10/31//2002 965 960 820 810 640 650 1835 1840 2145 2150 2270 2275 3255 3270 3395 3400 950 945 800 90 660 690 1843 1845 2160 2170 2280 2290 3275 3278 3415 3420 940 95 700 1850 2175 3235 6502 3423 930 100 60 1865 2185 3233 3285 935 98 65 1860 2180 3234 3280 3425 925 110 58 1870 2200 3232 3290 915 910 115 120 56 50 1880 2100 2210 2215 3231 3230 3305 3310 905 125 (45 1950 2220 3225 3320 895 135 40 1900 2223 3215 6503 1800 140 30 2105 6500 3210 3325 860 145 25 2110 2225 4530 3343

D-3.1 DYNAMIC PAGE NO.

20 SST

SYSTEMS, INC.

+. DST/PIPESTRESS ++

R.E. GINNA STATION Version 3.4.08e IBM-PC Dec. 1994 CALCULATION NUMBER 1

CODE ANSI/ASME B31.1 ASME-1973 REV S73 Walter Tono 11/05/:2 14:52:33 (28]

RESTRAINTS 960 935 905 895 2145 2145 2270 3325 ELEMENTS TANGENTS BENDS VALVES, ETC.

REDUCERS SPRINGS MATRICES BEAMS TOTAL 100 38 6

7 0

0 0

151 860 845 820 2200 2200 2230 2255 3255 3270 3270 3355 3370 940 1835 1835 1835 3325 3325 833 RESTRAINTS RESTRAINTS SNUBBERS VAR.

SUPP CON.

SUPP RIGID SUPP HANGERS ROTAT SUPP TOTAL 27 0

0 0

0 27 ANCHORS MASSPOINTS VERTICES (V)

BRANCHES (B)

LOOPS (L)

V-B + L TEES 6

152 152 151 0

1 5

DYNAMIC DEGREES OF FREEDOM -

456 NUMBER OF CONNECTED STRUCTURES SYSTEM STIFFNESS MATRIX NON-OMITTABLE TERMS BEFORE OPTIMIZATION AFTER OPTIMIZATION REDUCTION 22128 11364 48 PERCENT 0 ERROR(S)

AND 5 WARNING(S)

DETECTED IN INPUT DATA.

Design Analysis DA-ME-2002-063 Appendix A Revision 0

Date 10/31//2002

D-3.2 DYNAMIC PAGE NO.

21 SST

SYSTEMS, INC.

++ DST/PIPESTRESS +÷ R.E. GINNA STATION Version 3.4.08e IBM-PC Dec. 1994 CALCULATION NUMBER 1

CODE ANSI/ASME B31.1 ASME-1973 REV S73 Walter Tono 11/05/:2 14:52:33 (29]

DESCRIPTION OF ERRORS AND WARNINGS.

FOR FULL DETAILS SEE USERS GUIDE APPENDIX B

-COUNTS NO.

ERR WRN MESSAGE.......................................................................................................

310 5

NO ABSOLUTE COORDINATES FOR ANCHOR 0

5 Design Analysis DA-ME-2002-063 Appendix A Revision 0

Date 10131//2002

SST

SYSTEMS, INC.

++ DST/PIPESTRESS ÷+

R.E. GINNA STATION D-4 DYNAMIC PAGE NO.

22 Version 3.4.08e IBM-PC Dec. 1994 CALCULATION NUMBER 1

CODE ANSI/ASME B31.1 ASME-1973 REV S73 Walter Tono 11/05/:2 14:52:33

[30]

MODE PERIOD FREQUENCY 1

2 3

4 5

0.25455 0.25030 0.21015 0.15613 0.14301 3.928 3.995 4.758 6.405 6.992 TOTAL ITERATIONS RHO CHANGES PURIFICATIONS 20 13 18 40 22 113 2

0 0

2 1

S 0

13 36 99 73 221 CPU-SECS 1.148 0.500 0.711 2.031 1.098 CPU/MODE CPU/MODE/MASSPT 1.1484 0.8242 0.7865 1.0977 1.0977 0.00756 0.00542 0.00517 0.00722 0.00722 5.5 22.6 PER MODE PER MODE PER MASS POINT 1.0 44 1.0977 0.00722 Design Analysis DA-ME-2002-063 Appendix A Revision 0

Date 10/31//2002

D-7 DYNAMIC PAGE NO.

23 S ST SY S TEMS,

I NC..

++ DST/PIPESTRESS

++

R.E. GINNA STATION Version 3.4.08e IBM-PC Dec. 1994 CALCULATION NUMBER 1

MASS POINT 210 220 990 985 980 970 965 960 950 945 940 935 930 925 915 910 905 895 1800 860 845 840 835 833 830 825 820 810 800 90 95 98 100 110 115 120 125 135 140 145 790 CODE ANSI/ASME B31.1 ASME-1973 REV S73 Walter Tono 11/05/:2 14:52.33 (31]

MASS (LB) 9.634 54.813 63.886 84.594 105.881 85.148 83.232 278.801 240.429 73.300 85.565 62.145 51.880 94.670 94.670 87.752 174.878 375.089 315.126 321.634 280.006 74.203 56.125 64.448 63.470 56.713 71.725 51.396 47.430 27.083 8.934 34.437 9.188 18.245 18.245 9.219 3.605 6.274 6.073 20.554 31.619 Design Analysis DA-ME-2002-063 Appendix A Revision 0

Date 10/31//2002

S S T S Y S T E M S, I N C.

D-7 DYNAMIC PAGE NO.

24

++ DST/PIPESTRESS ++

R.E. GINNA STATION Version 3.4.08e IBM-PC Dec. 1994 CALCULATION NUMBER 1

MASS POINT 70 620 625 630 638 640 650 660 690 700 65 60 58 56 50 45 40 30 25 20 10 1810 1815 1825 1830 1835 1840 1843 1845 1850 1860 1865 1870 1880 2100 1950 1900 2105 2110 2115 2120 CODE ANSI/ASME B31.1 ASME-1973 REV S73 Walter Tono 11/05/:2 14:52:33 1323 MASS (LB) 36.144 6.744 41.185 15.937 8.079 8.079 9.686 6.753 6.073 20.554 27.082 8.934 15.343 56.621 20.466 18.243 18.243 9.686 6.753 6.073 20.554 17.846 17.832 8.928 18.386 14.484 2.309 4.424 1.442 1.070 0.453 16.805 2.062 2.920 2.969 2.221 11.111 1.710 1.892 6.019 5.259 Design Analysis DA-ME-2002-063 Appendix A Revision 0

Date 10/31//2002

SS T SYSTEMS INC.

D-7 DYNAMIC PAGE NO.

25

+ DST/PIPESTRESS ++

R.E. GINNA STATION Version 3.4.08e IBM-PC Dec. 1994 CALCULATION NUMBER 1

MASS POINT 2130 2135 2140 2143 2145 2150 2160 2170 2175 2180 2185 2200 2210 2215 2220 2223 6500 2225 2230 2245 2248 6501 2250 2255 2270 2275 2280 2290 3235 3234 3233 3232 3231 3230 3225 3215 3210 4530 4520 4510 4500 CODE ANSI/ASME B31.1 ASME-1973 REV S73 Walter Tono 11/05/:2 14:52:33

[33]

MASS (LB) 0.739 24.923 8.211 8.206 6.096 6.650 8.463 8.463 5.847 5.847 23.691 41.629 11.796 1.412 0.658 0.640 0.640 2.992 35.788 31.146 0.640 0.640 3.244 21.132 18.092 1.958 15.285 14.604 14.496 2.553 2.989 2.904 2.497 3.566 13.089 13.089 2.240 0.905 1.773 1.429 0.499 Design Analysis DA-ME-2002-063 Appendix A Revision 0

Date 10/31//2002

S S T S Y S T E M S,

I N C.

D-7 DYNAMIC PACE NO.

26

++ DST/PIPESTRESS ++

R.E. GINNA STATION Version 3.4.08e IBM-PC Dec.

1994

-÷ -DST-P-S

-S CALCULATION NUMBER 1

CODE ANSI/ASME B31.1 ASME-1973 REV S73 Walter Tono 11/05/:2 14:52:33

[34]

MASS POINT 3236 3240 3245 3255 3270 3275 3278 6502 3280 3285 3290 3305 3310 3320 6503 3325 3343 6504 3355 3370 3378 6505 3390 3395 3400 3415 3420 3423 3425 MASS (LB) 2.124 3.193 10.406 57.302 45.218 3.216 1.162 1.162 2.591 4.697 97.057 97.057 3.139 2.052 4.307 14.173 13.237 16.288 59.506 54.911 10.503 4.175 5.265 24.279 24.279 4.357 3.367 2.474 1.497 5153.953 Design Analysis DA-ME-2002-063 Appendix A Revision 0

Date 10/31//2002 MMX-261.68 KIY MC-0.05 MMY-ALL MODAL MASS MODES 1 TO 5

MODAL MASS / TOTAL MASS 7.70 '

MMZ 0.00 MMZ-376.81 0.07

DYNAMIC PAGE NO.

27 S ST

SYSTEMS, I NC.

++ DST/PIPESTRESS ++

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GINNA STATION Version 3.4.08e IBM-PC Dec. 1994 CALCULATION NUMBER 1

CODE ANSI/ASME B31.1 ASME-1973 REV S73 Walter Tono 11/05/:2 14:52:33

[351 EXPLANATION OF TERMS Effective Mass EFM SQRT

[ Ejt

M

Ej I where Ej is the j-th mode shape vector normalized as shown in the mode shape report; Ejt is the transpose of Ej; M is the system mass matrix; translational mass is in weight{lbs)/g (where g-386.4 inches/sec/sec);

rotational inertia is in mass*inches**2.

Participation Factors PFj(i,1) is the participation factor for mode j for direction i-x,yz for support level 1 as shown in the mode shape report.

PFTMj(i,l) is the participation factor as per (4.17.13) of the PIPESTRESS Theory Manual for the mode shape normalized as shown in the mode shape report.

PFj (i,1) - PFTM(i.,1)

/ EFM**2 PFNJ(i,l) is the "NATURAL" participation factor which corresponds to PIPESTRESS Theory Manual (4.17.13) when EFM -

1 PFNj(i,l) - PFj(i,1)

EFM Design Analysis DA-ME-2002-063 Appendix A Revision 0

Date 10/31/12002

DYNAMIC PAGE NO.

28 SST

SYSTEMS, INC."

++ DST/PIPESTRESS +÷ R.E. GINNA STATION Version 3.4.08e IBM-PC Dec. 1994 CALCULATION NUMBER 1

CODE ANSI/ASME B31.1 ASME-1973 REV S73 Walter Tono 11/05/:2 14.52:33 136]

EXPLANATION OF TERMS (2)

Modal Mass For structures with one support level the modal mass for mode j for direction i-x,y,z is defined by MMJJI) -

I PFNJ(i) ]**2

g where MMJ is in lbs and g-386.4 inches/sec/sec For dynamic calculations other than floor response spectrum analysis of structures with one support level, the modal mass may not be a useful concept.

It is not reported for multilevel structures.

FREQUENCY ANALYSIS COMPLETED -----.-..

TIMING INFORMATION FOR DYNAMIC Design Analysis DA-ME-2002-063 10.652 CPU-SEC.

Appendix A Revision 0

Date 101311/2002

S S T S Y S T E M S,

++ DST/PIPESTRESS +÷ CALCULATION NUMBER JOB/

IDEN RF CA cd EV LV IDEN ID TITL T1 TITL T2 2

FREQ FA LCAS 15 15 LC INC.

123456 00-Yll 1-2 1

9 3

2 R.E. GINNA STATION CODE ANSI/ASME B31.1 ASME-1973

<--Flo>

<--F2->

<--F3->

<--F4->

R.E. GINNA STATION SERVICE WATER SYSTEM, SW-300 I-1 INPUT PAGE NO.

1 Version 3.4.08e IBM-PC Dec. 1994 REV S73 Walter Tono 11/05/:2 14:52:33 (37]

TI...............................

errors Walter Tono Deadweight + Waterhammer Design Analysis DA-ME-2002-063 Appendix A Revision 0

Date 10/31//2002

SST SYSTEMSS INC.

+÷ DST/PIPESTRESS

++

R.E. GINNA STATION 1-2 INPUT PAGE NO.

2 Version 3.4.08e IBM-PC Dec.

1994 CALCULATION NUMBER 1

CODE ANSI/ASME B31.1 ASME-1973 REV S73 Walter Tono 11/05/:2 14:52:33 (38]

JB/

-- code-IDEN SQ CA inp gen rst T - -I->

PT 123456

<--F--°>

<--F2-->.c--F3-->

<--F4-->

<c--F5-->

<--F6-->

<--FT--> /KL 10 79 20 79 30 79 40 79 50 79 60 79 70 79 80 79 90 79 100 79 110 72 120 74 130 15 71 15 140 70 150 61 160 66 170 5

180 70 MATH MATD MATD MATD MATD MATD MATD MATD MATD MATD MATL DESN OPER OPER CROS ANCH ANCH ANCH ANCH ANCH ANCH ANCH ANCH COOR CRED CRED CROS CRED TANP BRAD BRAD TANP TANP BRAD BRAD TANG TANG BRAD BRAD TANP 000018 000009 000009 000009 000009 000009 000009 000009 000009 000009 000000 000000 000000 71+

000000 000000 210 000000 68+

210 000020 68+

210 000020 67+

210 000020 60+

210 000002 210 000000 220 010000 5+ 9999 000101 000000 5+

220 010002 220 000000 990 010000 1+

990 010000 990 000000 990 000000 985 010000 1+

985 010000 980 010000 0+

980 010000 970 010000 1+

970 010000 970 000000 101.000 30.000 70.000 200.000 300.000 400.000 500.000 600.000 700.000 800.000 101.000 150.000 70.000 70.000 6.625 1000.000 1.000 0

0 1.000 0

0 0

0 0.30067 0.15033 8.625 0.15033 0.60433 1.000 0.60433 0.56381 0.23319 1.000 0.23319 0

0 1.000 0

0.70711 1.000 28.000 27.900 27.700 27.400 27.000 26.400 25.700 24.800 23.400 0

300.000 0

0 0.280 1000.000 0

1.000 0

0 1.000 0

0 0

0.322 0

0 0

0 0.70711 0.29289 0

0.29289 3.750 2.33S80 0

1.000 0

5.98 6.07 6.38 6.60 6.82 7.02 7.23 7.44 7.65 20.98 i000.00 1.0 1.0 0.419 0.397.

0.198 32.5 0.198 0.798 0.798

-0.428

-0.177

-0.177 0.707 0

0 800.000 0

0 0

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0 0

0 15.000 0

0 0

0 15.000 0

0 0

00 15.000 0

0 0

0 15.000 0

0 0

0 15.000 0

0 0

30 15.000 0

0 0

0 14.300 0

0 0

0 10.800 0

0 0

300.000 0

0 0

0 101.000 0

150.000 0

0 101.000 0

150.000 0

0 101.000 83 1.000 1.000 1.000 101.000 00 8333.300 8333.300 8333.300 0

0 1000.000 0

0 0

0 1000.000 0

0 0

00 1000.000 0

0 0

0 8333.300 0

0 0

0 8333.300 0

0 0

00 8333.300 0

0 0

0 15 0

0 0

0 21 60.000 0

0 0

61 60.000 0

0 2.000 28 1.000 1.000 1.500 101.000 61 60.000 0

0 2.000 79 0

0 0

78 0.56381 0.70711 -0.42860 0

60

0.

0 0

0 20 0

0 0

20 0

0.41420 0

0 0

0 0.70711 0

0.70711 0

11 0

0 0

0 Design Analysis DA-ME-2002-063 Appendix A Revision 0

Date 10/311/2002 errors and warnings 190 2

200 3

210 2

220 2

230 3

240 2

250 3

260 2-229W 1

IR 2R 3R 4R SR 6R 1

1

1-2 INPUT PAGE NO.

3 SST SYSTEMSS INC.

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R.E. GINNA STATION Version 3.4.08e IBM-PC Dec. 1994 CALCULATION NUMBER 1

CODE ANSI/ASME B31.1 ASME-1973 REV S73 Walter Tono 11/05/:2 14:52:33

[39]

-- code-SQ CA inp gen rst

<--F -- ><--3--

<-F4-> < -F5 ->

-- F -- ><--F7--:- /KL c--I->

PT 123456 c--F1-->

TANP BRAD BRAD TANG TANG LUMP JUNC JUNC TANG TANG BRAD BRAD TANG TANG LUMP JUNC JUNC TANG LUMP JUNC JUNC TANG TANG BRAD BRAD TANG TANG BRAD BRAD TANG TANG JUNC JUNC TANG LUMP JUNC JUNC TANG JUNC JUNC TANG 270 2-970 280 3-965 1+

965 290 2-960 Q+

960 300 9

960

60.

960 60+

960 310 2-950 0+

950 320 3-945 1+

945 330 2-940 0+

940 340 9

940 60+

940 350 0

935 360 9

935 60+

935

60.

935 370 2-930 0+

930 380 3-925 1+

925 390 2-915 0+

915 400 3-910 1+

910 410 2-905 0+

905 60+

905 420 0

895 430 9

895 60+

895 440 0

1800 60+

1800 450 0

860 000000 010000 010000 000000 000000 000000 000091 000090 000000 000000 010000 010000 000000 000000 000000 000091 000090 000000 000000 000091 000090 000000 000000 010000 010000 010000 010000 010000 010000 000000 000000 000091 000090 000000 000000 000091 000090 000000 000081 000080 000000 0.70711 1.000 0.70711

-1.768

-1.06081 0.019 0

0

-6.010

-5.71713 1.000

-0.29287 0

0 0.020 0

0 0

0.018 0

0 0

0 1.000 0

0 0

1.000 0

0 0

0 0.026 0

0 0

0 2.5003 0 1.91451 0

0. 29289 0

0 0

0.70711 0

0.70711 1.76780 1.06069 0

0 0

6.01040 5.71751 0

0.29289 2.33330 1.91911 0

0 0

0.500 0

0 0

1.543 1.12879 0

0.41421 2.50030 1.91451 0

0.29289 2.86650 2.45229 0

0 4.000 0

0 0

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0 0

0 2.666

-0. 7071~

Design Analysis DA-ME-2002-063 Appendix A Revision 0

Date 10/311/2002 errors and warnings 0

0 0

0 9

0 0.70711 0

0 0

0 0.41419 0

0 0

0.29289 0.29289 0

0 0

0.41421 0

0 0

0

0.

0 0

S ST

SYSTEMS,

++ DST/PIPESTRESS ++

1-2 INPUT PAGE NO.

4 INC.

R.E. GINNA STATION Version 3.4.08e IBM-PC Dec. 1994 CALCULATION NUMBER 1

CODE ANSI/ASME B31.1 ASME-1973 REV S73 Walter Tono 11/05/:2 14:52:33 (40]

-- code-SQ CA inp gen JB/

IDEN LUMP JUNC JUNC TANG LUMP JUNC JUNC TANG TANG FORC BRAD BRAD TANG TANG LUMP JUNC JUNC TANG TANG BRAD BRAD TANG TANG LUMP JUNC JUNC TANG BRAN JUNC JUNC TANG CRED CRED CROS CRED TANG LUMP TANG TANG BRAD BRAD

<--I->

PT 123456 460 9

860 60+

860 470 0

845 480 9

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845 490 2-840 0+

840 500 15 10 840 510 3-835 14 835 520 2-833 0+

833 530 9

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833 540 2-830 0+

830 550 3-825 1+

825 560 2-820 0+

820 570 9

820 60+

820 580 0

810 590 0

800 60+

800 600 0

90 610 5-95 5+

9999 620 70 5+

95 630 0

98 640 9

98 650 2-100 0+

100 660 3-110

1.

110 000000 000091 000090 000000 000000 000091 000090 000000 000000 000000 010000 010000 000000 000000 000000 000091 000090 000000 000000 010010 010010 000000 000000 000000 000091 000090 000000 010010 000081 010080 010000 010000 000101 000000 010002 000000 000000 000000 000000 010000 010000 0.019 0

0 0

0.018 0

0 0

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0 0

0 1.000 0

-1 076

-0 36889 0.022 0

0

-0.92840

-0.41250 0

0 0

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0 0.030 0

0 0.500 0

0.500 0

0 0

0

-1.500

-0.500 0

0 0

-1.771

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0 0

0.58333 0.500 0.250 0.237 0.250 0.250 0

0.750 0.250 0

0 0

0 8.500 0

0 0

2.167 1.167 3.200 0

1.000 0

0 0

1.076 0.36889 0

0 0

0.92843 0.41248 0

0 0

12.231 0

0 0

0.05227 0

0 0

0

-0.70711 0

0 0

0 60.000 60.000 1.000 60.000 0

0 0

Design Analysis DA-ME-2002-063 Appendix A Revision 0

Date 10/31//2002 rat

/KL errors and warnings 0

0 0

0

-1.000 0

0 0

0 0.70711 0

0 0

0 1.000 1.000 0

0 0

1.300 0

0 0

1.300 0

0 0 -0.49726 0

0 0

0 2.000 101.000 2.000 0

0 0

0 840A 1

<--F1--> <--F2--> <--F3--> <--F4--> <--F5--> <--F6--> <--F7-->

S S T S Y S T E M S,

÷+ DST/PIPESTRESS ++

1-2 INPUT PAGE NO.

5 INC.

R.E.

GINNA STATION Version 3.4.08e IBM-PC Dec.

1994 CALCULATION NUMBER 1

CODE ANSI/ASME B31.1 ASME-1973 REV S73 Walter Tono 11/05/:2 14:52:33

[411

-- code-SQ CA inp gen 670 2-115 0+

115 680 70 690 700 710 720 730 60 0

0 0

5-60+

115 800 790 70 60+

70 60+

70 65 60 5+

9999 JB/

IDEN TANG TANG CROS JUNC JUNC TANG TANG JUNC JUNC TANG CRED CRED CROS CRED TANG TANG LUMP TANG TANG BRAD BRAD TANG TANG BRAD BRAD TANP CRED CRED CROS CRED TANG TANG LUMP ANCH ANCH ANCH ANCH ANCH ANCH ANCH ANCH 850 860 870 880 0

0 9

61-

5.

25 20 10 10 "10 60+

10 68+

10 67+

10

67.

10

67.

10

<--I->

PT 123456 010000 010000 000000 000091 000000 010000 010000 000081 010080 010000 010000 000101 000000 010002 010000 000000 000000 000000 000000 010000 010000 010000 010000 010000 010000 000000 010000 000101 000000 010002 010000 010000 000000 000000 000002 000020 000020 000020 000020 000020 000020 0.1851 0.1328 8.62 4.50 0.03 0.50 0.237:

0.1328 0.50 0.0522

-0.497:

-0.331!

-0.165 3.51

-0.165

-0.751!

-0.258' 0.0:

500.00 1.01 1.0l L0 0

-1.7f 13 0 -1.2633 25 0.322 32.52 0

0 0

0 0 -0.58330 0 -0.58330 0

0 0

0 0 -0.58330 0

-0.500 0

-0.250 00 0.237 12.21 0

-0.250 0

-1.479 30 0

0

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0

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82 0 -1.263!

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27 0 -0.497, 30 0 -0.052:

s0 0 -0.0341 75 0 -0.0174 O0 0.216 8.7501 75 0 -0.017ý 90 0

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19 0

00 0

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00 0

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0

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10 0

0 80 60.000 0

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10 1.000 1.000 10 60.000 0

79 0

0 10 0

0 0

00 4166.700 4166.700 0

0 0

0 500.000 0

500.000 1.000 500.000 0 4166.700 0 4166.700 1.000 4166.700 0

0 0

0 Design Analysis DA-ME-2002-063 Appendix A Revision 0

Date 10131//2002 rst

<-F-><--F7--> /KL errors and warnings 740 70 5+

60 750 0

58 760 0

56 770 9

56 780 2-50 0+

50 790 3-45 1+

45 800 2-40 0+

40 810 3-30 1+

30 820 2-30 830 5-25 5+

9999 840 70 0

0 1.500 0

0 0

1.000 0

0 1.300 0

1.300 1.300 0

-0.49726 0

0 0

-0.05229 0

0 0

1.000 0

0 0

0 4166.700 0

0 0

101. 000 0

0 0

0 2.000 101.000 2.000 0

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1 1

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<--Fl--> <--F2--ý- <--F3--> <--F4--> <--F5-->

1-2 INPUT PAGE NO.

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SYSTEMS, INC.

+ DST/PIPESTRESS +÷ R.E. GINNA STATION Version 3.4.08e IBM-PC Dec. 1994 CALCULATION NUMBER 1

CODE ANSI/ASME B31.1 ASME-1973 REV S73 Walter Tono 11/05/:2 14:52:33 (42]

-- code-SQ CA inp gen rst

/KL

<--I->

PT 123456 <--FI-->

70 60 0

0 9

0 60 66 5-70 620 625 625 630 60+

630 650 650 660 5+

9999 980 70 CROS JUNC BRAN TANG LUMP TANG JUNC JUNC COOR CRED CRED CROS CRED TANG TANG LUMP ANCH ANCH ANCH ANCH ANCH ANCH ANCH ANCH CROS JUNC BRAN TANG TANG BRAD BRAD TANG TANG TANG LUMP JUNC JUNC TANG TANG LUMP TANG 890 900 910 920 930 940 950 960 970 000000 000000 010010 000000 000000 000000 000091 000000 000000 010000 000101 000000 010002 010000 010000 000000 000000 000002 000020 000020 000020 000020 000020 000020 000000 000000 010060 010000 010000 010000 010000 000000 000000 000000 000000 000091 000090 000000 000000 000000 000000 0.237 12.2:

0 0 -0.507:

0 -0.248 0

0

-1.0 0

0 1.68770 0

0 0.216 0

0 0

0 46.21

-0.0341

-0.0174 8.7501

-0.0174

-0.07

-0.0272 4.500 0

0.05331 0.02613 0.030 0.10568 0

0

-7.339

-0.33150

-0.16575 3.500

-0.16575

-0.75190

-0.25860 0.019 500.000 0

1.000 0

0 1.000 0

0 2.875 0

0 0

0 0.31250 0

-1.823

-1.51220

-2.610 0.10E-02 0

0

-0.414

-0.10340 0.00350

-0.10360 31 1.000 1.000 1.000 101.000 0

0 0

20 0

0 0

0 60 0

0 1.300 0

0 0

0 05 0

0 1.300 0

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64 0

0 0

0 80 60.000 0

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40 60.000 0

0 2.000 80 1.000" 1.000 1.000 101.000 40 60.000 0

0 2.000 79 0

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0 20 0

0 0

00 4166.700 4166.700 4166.700 0

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500.000 0

0 0

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00 500.000 0

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0 4166.700 0

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0 4166.700 0

0 0

00 4166.700 0

0 0

80 1.000 1.000 1.000 101.000 0

0 0

0 -0.31080 0 -0.03256 0

91 0

0 0

0 44 0

0 0

0 47 0

0 0

43 0

0 0

0 11 0

0 1.300 0

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0 11 0

0 1.300 0

13R 14R 1SR 16R 17R 18R 1

Revision 0

Date 10/31//2002 500.000 500.01 0

0 1.000 0

1.00 0

1.000 0

1.01 0.203 6.8028 0

-0.494

-3.839

-3.52650 0

-0.31250 0

-0.15 0 -0.1584 0

-0.24 0

0 0

0

-0.04 0

-0.01 0

0

-0.0O errors and warnings 5+

660 0

690 0

700 9

700 61-700 60+

700 68+

700 67+

700 70 60 1800 0

181C 2-1815 0+

1815 3-1825 1+

1825 2-1830 0+ 1830 0

1835 9

1835 60+

1835 0

1840 0

1843 9

1843 0

1845 990 1000 1010 1020 1030 1040 1050 1060 1070 1080 1090 1100 1110 1120 1130 1140 Design Analysis DA-ME-2002-063 Appendix A c--F2--> <--F3--> <--F4--> <--F5--> <--F6--> <--F7-->

1-2 INPUT PAGE NO.

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SYSTEMS, INC.

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R.E. GINNA STATION Version 3.4.08e IBM-PC Dec.

1994 CALCULATION NUMBER 1

CODE ANSI/ASME B31.1 ASME-1973 REV S73 Walter Tono 11/05/:2 14:52:33 (43]

-- code-CA inp gen CROS 1150 TANG 1160 VALV 1170 VALV JUNC JUNC VALV 1180 VALV JUNC JUNC 1190 VALV 1200 VALV LUMP 1210 JUNC JUNC 1220 TANG 1230 CROS 1240 TANG 1250 JUNC JUNC TANG 1260 TANG 1270 LUMP 1280 CROS 1290 JUNC JUNC 1300 BRAN 1310 TANG 1320 TANG BRAD 1330 BRAD TANG 1340 TANG VALV 1350 VALV JUNC JUNC VALV 1360 VALV JUNC JUNC 1370

<--I->

PT 123456 <-°FI--> <--F2-->

70 0

1850 4

1860 9+

1860 60+

1860 4

1870 9+

1870 60+

1870 60 1860 4

1865 9+

1865 9

1865 60+

1865 60 1870 0

1880 70 0

2100

60.

2100 60÷ 2100 0

1950 0

1900 9

1900 70 60+

1900 60 2100 0

2105 2-2110 0+

2110 3-2115 1÷ 2115 2-2120 0+

2120 4

2130 9+

2130 60+

2130 4

2140 9+

2140 60+

2140 60 2130 000000 000000 000001 000000 000081 000080 000001 000000 000091 000000 000001 000000 000000 000091 000000 000000 000000 000000 000081 000080 000000 000000 000000 000000 000091 000000 000010 000000 000000 030000 030000 000000 000000 000001 000000 000081 000080 000001 000000 000091 000000 1.900

-0.448

-0.204 0.00016 0

0

-0.204 0.00016 0

0 0

0.00019 0.01650 0

0

-0.828 2.875

-0.249 0

0

-0.249

-0.249 0.010 2.375 0

0 0

0.19792 0

1.890 1.69316 0.232 0.00021 0

0 0.232 0.00021 0

0 Design Analysis DA-ME-2002-063 Appendix A Revision 0

Date 101311/2002 rst

<--F3--> <--F4--> <-F-><--F6--> <--F7--> /KL errors and warnings SQ 0.145 0

0 0

0.250 0

0 0

0.203 0

0 0

0 0.154 0

0

-0.250

-0.520

-0.32208 0

-0.19792 0

0 0

0 3.46570

-0.047

-0.021 0

0 0

-0.021 0

0 0

0

-0.086 6.79860

-0.026 0

0

-0.026

-0.026 0

4.52480 0

0 0

0.198 0.17738 0.024 0

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0.024 0

0 0

1.000 0

0 0

1.000 0

0 0

0 1.000 0

0 0

0 0.19684

0.

0 0

0 1.000 0

1.300 0

0 0

1.300 0

0 0

1.000 0

0 0

0 1.000 0

0 0

1.300 0

0 0

1.300 0

0 0

1.000 1.300 0.00016 0

0 0

0.00016 0

0 0

0.00019 0

0 0

0 1.300 1.000 1.300 0

1.300 1.300 1.300 0

1 000 0

0 1.300 1.300 1.300 0

0.02062 1.300 1.300 0.00021 0

0 0

0.00021 0

0 0

101.000 0

3.000 0

0 0

3.000 0

0 0

3.000 0

0 0

101.000 0

0 0

0 101.000 0

0 0

3.000 0

0 0

3.000 0

0 0

1-2 INPUT PAGE NO.

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INC.

+÷ DST/PIPESTRESS ++

R.E. GINNA STATION Version 3.4.08e IBM-PC Dec. 1994 CALCULATION NUMBER 1

CODE ANSI/ASME B31.1 ASME-1973 REV S73 Walter Tono 11/05/:2 14:52:33

[441

-- code-CA inp gen J./

IDEN SO VALV 1380 VALV LUMP 1390 JUNC JUNC 1400 TANG 1410 TANG 1420 JUNC JUNC TANG 1430 TANG BRAD 1440 BRAD TANG 1450 TANG BRAD 1460 BRAD TANG 1470 TANG BRAD 1480 BRAD TANG 1490 TANG LUMP 1500 JUNC JUNC TANG 1510 TANG BRAD 1520 BRAD TANG 1530 TANG TANG 1540 TANG BRAD 1550 BRAD TANG 1560 TANG TANG 1570 LUMP 1580 JUNC

<--I->

T 123456 4

2135 9+ 2135 9

2135 60+

2135 60 2140 0

2143 0

2145 604 2145 60+

2145 2-2150 0+

2150 3-2160 1+

2160 2-2170 04 2170 3-2175 1+

2175 2-2180 0+

2180 3-2185 1+

2185 2-2200 0+

2200 9

2200 60+

2200 2-2210 0+

2210 3-2215 1+

2215 2-2220 0+

2220 2-2223 0+

2223 3-6500 1+

6500 2-2225 0+

2225 0

2230 9

2230 60+

2230 000001 000000 000000 000091 000000 000000 000000 000091 000090 000000 000000 030000 030000 000000 000000 030000 030000 000000 000000 030000 030000 000000 000000 000000 000091 000090 000000 000000 030000 030000 000000 000000 000000 000000 030000 030000 000000 000000 000000 000000 000091 0.02718 0.00023 0.02450 0

0 2.605 0.125 0

0 2.09990 1.90307 0.19792 0.19683 0.30481 0.26343 0.19792 0.02069 2.02980 1.63613 0.19792 0 19684 0

0 0.80E-02 0

0 0

0 0.19792 0

-0.25410

-0.11415

-0.09940

-0.04143 0.19792

-0.05797

-0.14060

-0.05862

-0.94240 0.20E-02 0

0 0

a 0

0 0

0

-7.812

-7.61408 0

0 0

-3.833

-3.63508 0

-0. 197 92 0

0 0

-0.25860 0

0 0

0 0.273 0.013 0

0 0.22059 0.19991 0

0.02068

-2.900

-2.50634 0

-0. 196 84 0.21334

0. 17196 0

0. 02 069 0

0 0

-0.254 10

-0. 114 15

-0. 09 940

-0. 04 143 0

-0.05797 0

0 0

Design Analysis DA-ME-2002-063 Appendix A Revision 0

Date 10/31//2002 rst

<--F7--> /KL 0

0 0

0 0.02069 0

0 0

0.19684 0

0 0

0 -0.19792 0

0 0

0

-0.13995 0

0 0

0.

0 0

0

-0.08198 0

0 0

0 errors and warnings 0.00023 0

0 0

-0.19682 1.300 1.300 0

0.02069 1.300 1.300 0

0 0

0

-0.13995 1.300 1.300 1.300 1.300 0

0 1.300 1.300 0

0 0

3.000 0

0 0

0 2223A 2223A 2223B 2223B

<-F-><--F2--> <--F3--> <--F4--> <--F5--> <--F6-->

1-2 INPUT PAGE NO.

9 SST SYSTEMS.

INC.

+ DST/PIPESTRESS ++

R.E. GINNA STATION Version 3.4.08e IBM-PC Dec.

1994 CALCULATION NUMBER 1

CODE ANSI/ASME B31.1 ASME-1973 REV S73 Walter Tono 11/05/:2 14:52:33

[451 rst

<--5-- <-F6-><--F7-->

/KL

-- code-CA inp gen errors and warnings JUNC TANG 1590 TANG 1600 TANG BRAD 1610 BRAD TANG 1620 TANG TANG 1630 LUMP 1640 JUNC JUNC TANG 1650 JUNC JUNC TANG 1660 TANG BRAD 1670 BRAD DESN 1680 TANG 1690 TANG DESN 1700 TANG 1710 LUMP 1720 TANG 1730 TANG 1740 BRAN 1750 CROS 1760 JUNC JUNC TANG 1770 TANG 1780 TANG BRAD 1790 BRAD TANG 1800 TANG BRAD 1810 BRAD CROS 1820 60+

2230 000090 0

2245 000000 2-2248 000000 0÷ 2248 000000 3-6501 030000 1+ 6501 030000 2-2250 000000 0+

2250 000000 0

2255 000000 9

2255 000000 60+

2255 000091 60+

2255 000090 0

2270 000000 60+

2270 000091

60.

2270 000090 2-2275 000000 0+

2275 000000 3-2280 030000 1+

2280 030000 74 000000 2-2290 000000

0. 2290 000000 74 000000 0

3235 000000 9

3235 000000 0

3234 000000 0

3233 000000 0

3232 000010 70 000000 60+

3232 000081 60+

3232 000080 0

3231 010000 2-3230 010000 0+

3230 010000 3-3225 010000 1÷ 3225 010000 2-3215 010000 0+

3215 010000 3-3210 010000 1+ 3210 010000 70 000000 0

-10.360

-0.14060

-0.05860 0.19792

-0.082

-0.09940

-0.04143

-0.72580 0.10E-02 0

0

-4.036 0

0

-0.38330

-0.24334 0.19792

-0.13996 150.000 0

0 150.000 0

0.014 0

0 0

2.875 0

0 0.250 0.625 0.31250 0.31250 0.31250 0

0 0.31250 0 -0.31250 0

0 0

300.010

-5.000

-4.80208 300.000

-0.083 0

-0.083

-0.771

-0.229 0.203 0

0 0

-3.083

-2.458 0

0 0

0 0'

0. 09944 0.04144

0. 72576 0

0 0

4.03620 0

0 0.38325 0.24331 0

0.13 994 0

0 0

-6.80280 0

0 0

2.375 0.154 4.52480

-0.

Appendix A 2248A 2248A 2248B 2248B 0

0 0

0 1.300 0

0 0

1.300 0

0 0

05797 0

0.05800 0

0 0

1.300 0

0 0

1.300 0

0 0

0 -0.19792 0

0 0

101.000 0

0 1.300 0

0 0

1.300 0

0 0

0 101.000 0

0 1.300 0

0 0

1.300 0

0 0

1.300 0

0 0

1.300 0

1.000 1.000 1.000 101.000 0

0 0

0 1.300 0

0.

0 0

0 0 -0.31250 0

0 0

0 0.31250 0

1.000 1.000 1.000 101.000 Revision 0

Date 10/31//2002 1

1 Design Analysis DA.ME-2002-063

<--I->

SST

SYSTEMS, INC.-

÷+ DST/PIPESTRESS ++

R.E.

GINNA STATION 1-2 INPUT PAGE NO.

10 Version 3.4.08e IBM-PC Dec.

1994 CALCULATION NUMBER 1

CODE ANSI/ASME B31.1 ASME-1973 REV S73 Walter Tono 11/05/:2 14:52:33 1461

-- code-CA inp gen JB/

IDEN SQ TANG 1830 TANG TANG 1840 TANG BRAD 1850 BRAD TANG 1860 TANG ANCH 1870 ANCH ANCH ANCH ANCH ANCH ANCH ANCH CROS 1880 JUNC 1890 TANG 1900 TANG 1910 TANG BRAD 1920 BRAD TANG 1930 TANG LUMP 1940 JUNC JUNC TANG 1950 JUNC JUNC TANG 1960 TANG 1970 TANG BRAD 1980 BRAD TANG 1990 TANG TANG 2000 TANG BRAD 2010 12--I->

PT 123456 Design Analysis DA-ME-2002-063 Appendix A Revision 0

Date 10/31//2002 rst

/KL errors and warnings 2-4530 0+

4530 2-4520 0+

4520 3-4510

1. 4510 2-4500 0+ 4500 61-4500 60+

4500 68+

4500 67+

4500 70 60 3232 0

3236 2-3240 0+ 3240 3-3245 1+

3245 2-3255 0+

3255 9

3255 60+

3255 0

3270 60+

3270 0

3275 2-3278 0+

3278 3-6502 1÷ 6502 2-3280

0. 3280 2-3285 0+ 3285 3-3290 000000 000000 000000 000000 030000 030000 000000 000000 000000 000002 000020 000020 000020 000020 000020 000020 000000 000000 010000 010000 010000 010000 010000 000000 000000 000000 000091 000090 000000 000091 000090 000000 010000 010000 010000 010000 010000 010000 010000 010000 010000 0

0 0

0 0.19792 0

0.365 0.16708 100.000 0

1.000 0

0 1.000 0

0 2.87S 0

-0.250

-0.54 1

-0.22850

0. 31250

-0. 31250 0

0 0.7 OE-02 0

0 0

0

0. 31250 0

0. 10312

0. 01159 0.62214 0.4 0117

0. 31250 0

0 0

0 100.000 0

0 1.000 0

0.203 0

0 0

0 0.333 0.02050 0.480 0.28208 0

0.19792 0

0 100.000 0

0 0

1.000 0

0 1.000 6.80280 0

0 0

0 2.166 1.85350 0

0 0

9.479 0

0 0.70817 0.14583 0.01639 0

0.12944 0.10312 0.01159 0.62214 0.40117 0

0 0

0 0.19792 0

0 833.320 0

100.000 100.000 100.000 833.320 833.320 833.320 1.000 0

0 0

0 0.09153 0

0 0

833.320 0

0 0

1.000 0

0 0

0 1.300 1.300 833.320 0

0 0

1.000 0

0 0

0.31250 0

0 0

0 0.09153 0

0 0

0 19R 20R 21R 22R 23R 24R 1

3278A 3278A 3278B 3278B

<-F-><--F2--> <--F3--> <--F4--> <--F5--> <--F6--> <--F7-->

S ST

SYSTEMS, INC.

÷÷ DST/PIPESTRESS ÷+

R.E. GINNA STATION 1-2 INPUT PAGE NO. 11 Version 3.4.08e IBM-PC Dec.

1994 CALCULATION NUMBER 1

CODE ANSI/ASME B31.1 ASME-1973 REV S73 Walter Tono 11/05/:2 14:52:33

[471

-- code-CA inp gen JB/

IDEN SO BRAD TANG 2020 TANG BRAD 2030 BRAD TANG 2040 TANG BRAD 2050 BRAD TANG 2060 TANG CROS 2070 JUNC JUNC TANG 2080 TANG BRAD 2090 BRAD TANG 2100 TANG CROS 2110 JUNC JUNC TANG 2120 JUNC JUNC TANG 2130 TANG BRAD 2140 BRAD TANG 2150 TANG BRAD 2160 BRAD TANG 2170 TANG BRAD 2180 BRAD TANP 2190 TANP 2200 BRAD 2210 PT 123456 Design Analysis DA-ME-2002-063 Appendix A Revision 0

Date 10/31//2002 rst

/KL errors and warnings 1+

3290 2-3305 0+

3305 3-3310 1+

3310 2-3320 0+

3320 3-6503 1+

6503 2-3325 0+

3325 70 60+

3325 60+

3325 2-3343 0+

3343 3-6504 1+

6504 2-3355 0+

3355 70 60+

3355 60+

3355 0

3370 60+

3370 2-3378 0+

3378 3-6505 1+

6505 2-3390 0+

3390 3-3395 1+

3395 2-3400 0+

3400 3-3415 1+

3415 2-3415 2-3415 3-3420 010000 010000 010000 010000 010000 010000 010000 010000 010000 000000 000000 000000 000091 000090 000000 000000 000000 000000

.000000 000000 000000 000091 000090 000000 000091 000090 000000 000000 010000 010000 010000 010000 010000 010000 010000 010000 010000 010000 000000 000000 010000 0.22097 0

0 0.31250 0

-0.432

-0.14188 0.31250

-0.08511 0.061 0.05173 2.875 0

0 0.195 0.17648 1.560 0.01852 1.333 1.23189 2.875 0

0 3.998 0

0 0.878 0.82752 0.31250 0.05048 1.054 0.64445 0.31250 0.28963 0

0 0.31250 0

0.15795 0.15805 0.31250 0

22.000 21.375 0

0.31250 0

0 0

0 0.203 0

0 0

0 0.203 0

0 0

5.604 4.979 0

0.31250 0

0 0

0.22097 0

0 0

0 0.497 0.16323 0

0.09792 0.852 0.72259 6.79860 0

0 2.722 2.46349 0

0.25851 3.146 2.90737 6.80280 0

0 9.438 0

0 2.072 1.95287 0

0.11913 0.427 0.26108 0

0.11734 0

0 0

0 0.26941 0.26959 0

0 0

-0.205 0

0 0

0.00927 0

0 1.000 0

0 0

0.10111 0

0 1.000 0

0 0

0 0.11992 0

0 0

0.15795 0

0 0

3320A 3320A 3320B 3320B 1

3343A 3343A 3343B 3343B 0.31250 0

0 0

0 1.000 0

0 0

0 1.000 0

0 0

0 0.31250 0

0 0

0.23586 0

0 0

0.12941 0

0 1.000 0

0 0

0.23863 0

0 1.000 0

0 0

0 0.04858 0

0 0

0.26941 0

0 0

0 101. 000 0

0 0

0 101. 000 0

0 0

0 3378A 3378A 3378B 3378B 1

<--F1--> <--F2--> <--F3--> <--F4--> <--FS--> <--F6--> <--F7-->

1-2 INPUT PAGE NO.

12 SST

SYSTEMS, INC.

++ DST/PIPESTRESS.+

R.E. GINNA STATION Version 3.4.08e IBM-PC Dec. 1994 CALCULATION NUMBER 1

CODE ANSI/ASME B31.1 ASME-1973 REV S73 Walter Tono 11/05/:2 14:52:33 (48]

BRAD TANP CRED CRED CROS CRED TANG ANCH ANCH ANCH ANCH ANCH ANCH ANCH ANCH CROS JUNC TANP BRAD BRAD TANP CRED CRED CROS CRED TANP BRAD BRAD TANG TANG TANG LUMP ANCH ANCH ANCH ANCH ANCH ANCH ANCH ANCH CROS rst

<--F2--> <--F3-->- <--F4--> <--F5--> <--F6--> <--F7--> /KL

<--I->

PT 123456 <--FI-->

2 5-

1. 3420 3420 3423 5+

9999 SO 2220 2230 2240 2250 2260 2270 2280 2290 2300 2310 2320 2330 2340 2350 2360 2370 2380 2390 2400 010000 000000 010000 000101 000000 010002 010000 000000 000002 000020 000020 000020 000020 000020 000020 000000 000000 000000 010000 010000 000000 010000 000101 000000 010002 000000 010000 010000 010000 010000 010000 000000 000000 000002 000020 000020 000020 000020 000020 000020 000000 0.15805

-0.26960

-0.25150

-0.12575 2.375

-0.12575

-0.43190 100.000 0

1.000 0

0 1.000 0

0 4.500 0

0.05226 0.500 0.05225

-0.35160

-0.19410

-0.09705 3.500

-0.09705

-0.110 0.375

-0.10918

-0.90590

-0.75196

-0.25860 0.019 500.000 0

1.000 0

0 1.000 0

0 4.500 errors and warnings R

R R

R 0

0 0

0 0.154 0

0 100.000 0

0 1.000 0

0.237 0

0 0

0

-0.35360

-0.19520

-0.09760 0.216

-0.09760

-0.110 0

-0.10918 0

0 0

0 500.000 0

0 1.000 0

0.237 Design Analysis DA-ME-2002-063 Appendix A Revision 0

Date 10/31//2002

-- code-CA inp gen 0.26959 0.15805 0.14743 0.07372 4.52480 0.07372 0.25351 100.000 0

0 0

1.000 0

0 1.000 12.231 0

-0.49730 0

-0.49721

-0.037

-0.02040

-0.01020 8.75080

-0.01020

-0.011 0

-0.01092

-0.095

-0.07886

-0.02720 0

500.000 0

0 0

1.000 0

0 1.000 12.231 70 5+

3423 0

3425 61-3425 60+

3425 68+

3425 67+

3425 70 60 115 2-115 3-120 1+

120 2-120 5-125 5+

9999 70 5+

125 2-125 3-135 1+

135 2-140 0+

140 0

145 9

145 61-145 60+

145

68.

145

68.

145 68+

145 67+

145 70

-0.269S 60.00 60.01 1.00 60.01 833.32 100.01 100.00 100.01 833.32 833.32 833.32 1.01

-0.3515 60.00 60.00 1.00 60.00

-0.1539 4166.60 500.0 500.00 500.00 4166.64 4166.60 4166.60 1.00 9

0 0.15805 0

0 0

00 0

0 0

00 0

0 2.000 00 1.000 1.000 101.000 1

00 0

0 2.000 0

0 0

0 20 833.320 833.320 0

0 0

00 0

0 0

25 o0 0

0 0

26:

00 0

0 0

27; 20 0

0 0

28:

20 0

0 0 29; 20 0

0 0

30 00 1.000 1.000 101.000 1

0 0

55 -0.35355 -0.03699 0

0 0

00 0

0 0

00 0

0 2 000 00 1.000 1.000 101.000 1

00 0

0 2.000 0

0 0

0 94 0 -0.01614 0

0 0

0.

0 0

0 70 4166.600 4166.600 0

0 0

00 0

0 0

31 00 0

0 0

32 00 0

0 0

33 00 0

0 0 34 00 0

0 0

35 00 0

0 0 36 00 1.000 1.000 101.000 1

R R

1-2 INPUT PAGE NO.

13 SST

SYSTEMS, INC.

,+ DST/PIPESTRESS *+

R.E. GINNA STATION Version 3.4.08e IBM-PC Dec. 1994 CALCULATION NUMBER I

CODE ANSI/ASME B31.1 ASME-1973 REV S73 Walter Tono 11/05/:2 14:52:33

[49]

-- code-CA inp gen JUNC TANP BRAD BRAD TANG TANG BRAD BRAD TANP JUNC RSTN RSTN RSTN RSTN RSTN RSTN RSTN RSTN RSTN RSTN RSTN RSTN RSTN RSTN RSTN RSTN RSTN RSTN RSTN RSTN RSTN RSTN RSTN RSTN RSTN RSTN RSTN ENOP WARNING 209 *****

1--I->

P 123456 So 2410 2420 2430 2440 2450 2460 2470 2480 2490 2500 2510 2520 2530 2540 2550 2560 2570 2580 2590 2600 2610 2620 2630 2640 2650 2660 2670 2680 2690 2700 2710 2720 2730 2740 60 630 2-630 3-638 1+

638 2-640 0+

640 3-650 1+

650 2-650 60+

650 68 960 68 935 68 905 68 895 68 860 68 845 68 820 68 2200 68 2200 68 2230 68 2255 68 3255 68 3270 68 3270 68 3355 68 3370 68 940 68 1835 68 1835 68 1835 68 2145 68 2145 68 2270 68 3325 68 3325 68 3325 68 833 89 000000 000000 010000 010000 010000 010000 010000 010000 000000 000091 000000 000000 000000 000000 000000 000000 000000 000000 000000 000000 000000 000000 000000 000000 000000 000000 000000 000000 000000 000000 000000 000000 000000 000000 000000 000000 000000 000000 UNEQUAL RUN S.I.F.S AT JUNCTION 3232 Design Analysis DA-ME-2002-063 Appendix A Revision 0

Date 10/31//2002 rst

/KL errors and warnings 0

0.05226 0.500 0.05226 0

0 0.500 0

-0.49730 0

0 0

1.000 0

0 0

0 1.000 0

0 0

0 1.000 0

0 0

0.57358 0

-0.10450 0.99452 0

-0.10450 0.70711 0

0. 99745 0.07141 0.01850 0

0 0

0 0 -0.49730 0

0 0

0 0 -0.49726 0

-1.125 0

0

-0.125 0

0 0

-0.500 0 -0.49726 0 -0.05230 0

0 0

0 1.000 0

124.700 1.000 0

61.400 0

0 173.200 1.000 0

69.100 1.000 0

116.800 1.000 0

26.060 1.000 0

38.360 0

0 912.600 0

1.000 749.100 1.000 0

38.440 1.000 0

66.960 1.000 0

126.500 0

0 19.800 1.000 0

200.000 1.000 0

27.200 1.000 0

36.700 0 -0.81920 193.900 1.000 0

161.500 0

0.99452 297.100 0

0.10453 19.170 1.000 0

421.300 0

0.99452 587.600

0 0.70711 10.120 1.000 0

91.940 0 -0.07140 74.880 0

0.99745 17.540 0 -0.99980 96.130 0

0 0

0

-0.500 0

0 0

-0.05230 0

0 0

0 37R 38R 39R 40R 41R 42R 43R 44R 45R 46R 47R 48R 49R SOR 51R 52R 53R 54R 55R 56R 57R 58R 59R 6OR 6iR 62R 63R

S S T S Y S T E M S,

I N C.

1-3.1 INPUT PAGE NO.

14

÷÷ DST/PIPESTRESS ++

R.E.

GINNA STATION VersLon 3.4.08e IBM-PC Dec.

1994 CALCULATION NUMBER 1

CODE ANSI/ASME B31.1 ASME-1973 REV S73 Walter Tono 11/05/:2 14:52:33 (50]

JUNCTIONS 960 940 935 905 1900 2130 2140 2135 895 1800 860 845 833 820 800 115 70 630 650 1835 1860 1870 1865 2100 2145 2200 2230 2255 2270 3232 3255 3270 3325 3355 3370 ANCHORS 210 10 700 4500 3425 145 RESTRAINTS 960 935 905 895 2145 2145 2270 3325 ELEMENTS TANGENTS BENDS VALVES, ETC.

REDUCERS SPRINGS MATRICES BEAMS TOTAL 100 38 6

7 0

0 0

151 860 845 820 2200 2200 2230 2255 3255 3270 3270 3355 3370 940 1835 1835 1835 3325 3325 833 RESTRAINTS RESTRAINTS SNUBBERS VAR.

SUPP CON.

SUPP RIGID SUPP HANGERS ROTAT SUPP TOTAL 27 0

0 0

0 ANCHORS JUNCTIONS VERTICES IV)

BRANCHES (B)

LOOPS (L)

V-B

+L TEES 6

35 41 40 0

1 S

STATIC DEGREES OF FREEDOM -

246 NUMBER OF CONNECTED STRUCTURES 27 SYSTEM STIFFNESS MATRIX NON-OMITTABLE TERMS BEFORE OPTIMIZATION AFTER OPTIMIZATION REDUCTION -

0 ERROR(S)

AND 2 WARNING(S)

DETECTED IN INPUT DATA.

Design Analysis DA-ME-2002-063 Appendix A Revision 0

Date 10/31//2002 3957 3057 22 PERCENT

S S T S Y S T E M S INC.

1-3.2 INPUT PAGE NO.

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++ DST/PIPESTRESS +÷ R.E. GINNA STATION Version 3.4.08e IBM-PC Dec. 1994 CALCULATION NUMBER 1

CODE ANSI/ASME B31.1 ASME-1973 REV S73 Walter Tono 11/05/:2 14:52:33

[51]

DESCRIPTION OF ERRORS AND WARNINGS.

-COUNTS-FOR FULL DETAILS SEE USERS GUIDE APPENDIX B MESSAGE.............................................................................................................

UNEQUAL STRESS INTENSIFICATION FACTORS FOR RUN SIDES OF TEE THE PRECEDING CARD WITH THE SAME CODE (AND THE SAME CASE NUMBER, IF APPLICABLE) WAS NOT USED FOR ANY MEMBER Design Analysis DA-ME-2002-063 Appendix A Revision 0

Date 10/31//2002 NO.

209 229 ERR WRN 1

1 0

2

SST

SYSTEMS, INC.

R.E. GINNA STATION

++ DST/PIPESTRESS +÷ P-I PAGE NO.

1 Version 3.4.08e IBM-PC Dec. 1994 CALCULATION NUMBER 1

SERVICE WATER SYSTEM, SW-300 CODE ANSI/ASME B31.1 ASME-1973 REV £73 Walter Tono 11/05/:2 14:52:33

[52J OPTION PIPING CODE CODE VERSION VALIDATION GRAVITY INPUT UNITS OUTPUT UNITS GENERATED CASES GLOBAL/LOCAL SUPPORT

SUMMARY

SECTION MODULUS MODULUS OF ELASTICITY STRESS COMPUTATION PRESSURE STRESS HIGHEST STRESS POINTS LOAD MODEL ANSI/ASME B31.1 1973 REV S73 PERFORM ANALYSIS

-Y USA USA NO REPORT MEMBER FORCES/MOMENTS IN GLOBAL PRINT

SUMMARY

MEMBER COLD MODULUS BASED ON LOCAL MOMENTS BASED ON PD/4T NO REPORT LUMPED BODY LOADS NO PRESSURE DISTORTION IN BENDS DO NOT INCLUDE ROTATIONAL INERTIA LOADING CASE TITLE ANALYSIS TYPE EQ STRESS OUTPUT CYCLES GX GY GZ 15 Deadweight + Waterhammer 0

-1 0

OPER WEIGHT 11 SUSTAINED LOAD Design Analysis DA-ME-2002-063 Appendix A Revision 0

Date 10131//2002 CASE

S S T S Y S T E M S, I N C P-2 PAGE NO.

2

++ DST/PIPESTRESS ++

R.E. GINNA STATION Version 3.4.08e IBM-PC Dec.

1994 CALCULATION NUMBER 1

SERVICE WATER SYSTEM, SW-300 CODE ANSI/ASME B31.1 ASME-1973 REV S73 Walter Tono 11/05/:2 14:52:33

[53]

LINE LONG.

END TAPER NO.

WELD WELD JOINT CASE NAME POINT NO.

I II III IV V

VI MAT. TABLE MATERIAL DESIGN P,T 15 THERML EXP 15 T*ERML EXP CROSS SECT RESTRAINT RESTRAINT RESTRAINT ROT/RSTNT.

ROT/RSTNT.

ANCHOR COORDINATE CON. REDUCE CROSS SECT LA ELBOW LR ELBOW TANGENT LA ELBOW LR ELBOW TANGENT CONCEN WT, JUNCTION JUNCTION TANGENT LR ELBOW TANGENT CONCEN NT JUNCTION JUNCTION TANGENT CONCEN WT JUNCTION JUNCTION TANGENT LR ELBOW TANGENT LR ELBOW 210 210 210 210 210 210 210 210 220 990 985 980 970 965 960 960 960 960 950 945 940 940 940 940 935 935 935 935 930 925 915 910 101.000 101.000 150.000 70.000 70.000 6.625 1.000 0.000 0.000 1.000 0.000 0.000 0.000 0.301 8.625 0.604 0.233 0.000 0.000 0.707

-1.061

19.

-5.717

-0.293 0.000 20.

1.000 0.000 15000.

300.000 0.000 0.000 0.280 0.000 1.000 0.000 0.000 1.000 0.000 0.000 0.000 0.322 0.000 0.293 2.336 1.000 0.000 0.000 0.000 0.000 0.000 15000.

20.98 0.000 0.000 1.000 0.000 0.000 1.000 0.419 0.397 32.53 0.799

-0.177 0.000 0.000 0.707 1.061 5.718 0.293 1.919 15000.

15000.

150.000 150.000 12.519 0.100E+07 0.100E+07 0.100E+07 0.833E+07 0.833E÷07 0.833E+07 60.000 21.678 0.564 0.000 800.000

0.

12.519 21.678 0.707 0.414

0.

NAME-EXP-COEF EC-27.90 SIGMA-.30 DT-300.

SA-22500.

1.000 I-0.28142E÷02 Z-0.84958E+01 1R-LEVEL 1

2R-LEVEL 1

3R-LEVEL 1

4R 5R 6R 1.500

-0.429 0.000 SIF-2.000 I-0.72489E+02 FF-7.363 R FF-7.360 R-Z-0.16809E+02 1.000 A-90.09 1.000 A-45.00 0.707 0.000 0.707 FF-7.360 R-1.000 A-90.00

-0.707 0.000 0.707 FF-7.360 R-1.000 A-90.00 0.000 0.000 0.414 FF-7.360 R-1.000 A-45.00 0.000 0.000 0.500 18.

0.000 0.000 0.000 0.000 0.000 0.000 1.915 0.293 1.129 0.414 1.915 0.293 Appendix A 0.000 0.293 0.293 FF-7.360 R-1.000 A-45.00 0.000 0.000 0.414 FF-7.360 R-1.000 A-45.00 Revision 0

Date 10/31//2002 FLUSH FLUSH FLUSH FLUSH FLUSH FLUSH FLUSH FLUSH FLUSH FLUSH Design Analysis DA-ME-2002-063

P-2 PAGE NO.

3 S ST

SYSTEMS, INC.

++ DST/PIPESTRESS ++

R.E.

GINNA STATION Version 3.4.08e IBM-PC Dec. 1994 CALCULATION NUMBER 1

SERVICE WATER SYSTEM, SW-300 CODE ANSI/ASME B31.1 ASME-1973 REV S73 Walter Tono 11/05/:2 14:52:33 (54]

LINE LONG.

END TAPER POINT NO.

WELD WELD JOINT CASE NAME NO.

40 TANGENT 905 41 JUNCTION 905 42 JUNCTION 905 43 TANGENT 895 44 CONCEN WT 895 45 JUNCTION 895 46 JUNCTION 895 47 TANGENT 1800 48 JUNCTION 1800 49 JUNCTION 1800 50 TANGENT 860 51 CONCEN WT 860 52 JUNCTION 860 53 JUNCTION 860 54 TANGENT 845 55 CONCEN WT 845 56 JUNCTION 845 57 JUNCTION 845 58 TANGENT 840 59 15 APPLIED LD 840 60 FLUSH LR ELBOW 835 61 TANGENT 833 62 CONCEN WT 833 63 JUNCTION 833 64 JUNCTION 833 65 TANGENT 830 66 FLUSH LR ELBOW 825 67 TANGENT 820 68 CONCEN WT 820 69 JUNCTION 820 70 JUNCTION 820 71 TANGENT 810 72 FLUSH TANGENT 800 73 JUNCTION 800 74 FLUSH JUNCTION 800 75 FLUSH TANGENT 90 76 FLUSH CON.REDUCE 95 77 CROSS SECT 78 TANGENT 98 79 CONCEN WT 98 I

II III IV V

VI 0.000 0.000 2.452 0.000 26.

0.000 4.000 0.000 0.000 8.880 0.000

19.

0.000

18.

0.000

0.

0.000 0.000

30.

0.000 0.000

-0.369

22.

-0.928

-0.412 0.000 0.000 4.500 0.000 30.

Design Analysis DA-ME-2002-063 0.000 2.666 0.000 8.500 0.000

0.

0.000

-0.500

-0.771

-1.000 0.000 1.167 3200.

1.000 0.000 0.000 0.000 0.369

0.

0.000

-1.000 0.000 FF-7.360 R-1.000 A-90.00

-0.707 0.000 0.707 FF-5.736 R-1.000 A-90.00 0.000 0.928 0.000 0.412 0.583 0.500 0.237 0.250 0.000 0.000 12.23 0.000 Appendix A 60.000 5.516 5.516 1.000 1.300 SIF-2.000 I-0.72326E÷01 Z=0.32145E+01 Revision 0

Date 10/31//2002

SST

SYSTEMS, INC.

++ DST/PIPESTRESS ÷+

R.E. GINNA STATION P-2 PAGE NO.

4 Version 3.4.08e IBM-PC Dec. 1994 CALCULATION NUMBER 1

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END TAPER NO.

WELD WELD JOINT CASE NAME POINT NO.

I II III IV V

VI 0.000 0.000

-1.264 32.53 1.300 0.052 0.000

-0.497 FF-5.272 R-0.500 A-90.00 21.678 21.678 1.500 I-0.72489E+02 Z-0.16809E+02 0.000

-0.583 0.000 0.000

-0.583 0.000 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 60.000 5.516 5.516 SIF-2.000 1.000 I-0.72326E+01 Z-0.32145E+01 1.300 1.300 0.052 0.000

-0.497 FLUSH FLUSH FLUSH FLUSH FLUSH FLUSH FLUSH FLUSH FLUSH FLUSH FLUSH FLUSH FLUSH FLUSH FLUSH TANGENT LR ELBOW TANGENT CROSS SECT JUNCTION JUNCTION TANGENT TANGENT JUNCTION SJUNCTION TANGENT CON. REDUCE CROSS SECT TANGENT TANGENT CONCEN WT TANGENT LR ELBOW TANGENT LR ELBOW CON. REDUCE CROSS SECT TANGENT TANGENT CONCEN WT ANCHOR RESTRAINT RESTRAINT RESTRAINT ROT/RSTNT.

ROT/RSTNT.

CROSS SECT JUNCTION TANGENT TANGENT CONCEN WT TANGENT JUNCTION JUNCTION FF= 5.272 R-0.500 A-90.00 115 800 790 70 70 70 65 60 58 56 56 50 45 40 30 25 20 10 10 10 10 10 10 10 10 10 70 620 625 625 630 630 650 1.300 1.300 Design Analysis DA-ME-2002-063 Appendix A Revision 0

Date 10/31//2002 100 0.000 110 0.000 115 0.133 8.625 0.250 0.500 0.000 0.322 0.000 0.000 12.23 0.000 0.000 0.000 0.000

-1.264

-0.497

-0.035 8.75

-0.079

-0.027 0.000 0.000 1.000 0.000 0.000 1.000 12.23

-0.497 60.000 3.203 0.500E+06 0.500E+06 0.500E+06 0.417E+07 0.417E+07 0.417E+07 5.516 0.000

-0.507 0.000

-0.249 0 000

-1.005 0.000

-0.052 FF-5.272 R-0.500 A-90.00 SIF-2.000 3.203 1.000 I-0.30172E+01 Z-0.17241E*01 7R-LEVEL 1

8R-LEVEL 1

9R-LEVEL 1

1OR 11R 12R 5.516 1.000 I-0.72326E÷01 Z-0.32145E+01

-0.583

-0.500 0.237

-0.250

-1.479

-1.521

-0.500 0.000 0.000 0.000 0.216 0.000 0.000 0.000 1.000 0.000 0.000 1.000 0.000 0.237 0.000 0.000 4.500 0.000 0.000

30.

0.000 0.000 0.133 0.052

-0.332 3.500

-0.752

-0.259

19.

1.000 0.000 0.000 1.000 0.000 0.000 4.500 0.053 0.026

30.

0.106

P-2 PA3E NO.

5 SSTI N C P-2 PAGE NO.

5

,uTýMn SfTTIN Version 3.4.08e IBM-PC Dec. 1994

++ DST/PIPESTRESS 4+

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LINE LONG.

END TAPER NO.

WELD WELD JOINT CASE NAME POINT NO.

I II III IV V

VI 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 153 154 155 156 157 158 159 COORDINATE 650 CON.REDUCE 660 CROSS SECT TANGENT 690 TANGENT 700 CONCEN WT 700 ANCHOR 700 RESTRAINT 700 RESTRAINT 700 RESTRAINT 700 ROT/RSTNT 700 ROT/RSTNT.

700 ROT/RSTNT.

700 CROSS SECT JUNCTION 1800 TANGENT 1810 TANGENT 1815 LR ELBOW 1825 TANGENT 1830 TANGENT 1835 CONCEN WT 1835 JUNCTION 1835 JUNCTION 1835 TANGENT 1840 TANGENT 1843 CONCEN WT 1843 TANGENT 1845 CROSS SECT TANGENT 1850 VALVE 1860 CONCEN WT 1860 JUNCTION 1860 JUNCTION 1860 VALVE 1870 CONCEN WT 1870 JUNCTION 1870 JUNCTION 1860 VALVE 1865 CONCEN WT 1865 CONCEN WT 1865 1.688 0.000 0.216 0.000 0.000 0.000 1.000 0.000 0.000 1.000 0.000 0.203

-0.494

-3.526

-0.313 0.000 0.000 46.264

-0.035 8.75

-0.079

-0.027 0.000 0.000 1.000 0.000 0.000 1.000 6.80 0.000 0.000 0.000

-0.158

-0.247 60.000 3.203 0.500E+06

0. 500E+06 0.500E+06 0.417E+07 0.417E+07 0.417E+07 2.075 SIF-2.000 3.203 1.000 I-0.30172E+01 Z-0.17241E*01 13R-LEVEL 1

14R-LEVEL 1

15R-LEVEL I

16R 17R 18R 2.075 1.000 I-0.15296E+01 Z-0.10640E+01

-0.311 0.000

-0.033 FF-3.869 R-0.313 A-90.00

-7.339

-0.332 3.500

-0.752

-0.259

19.

1.000 0.000 0.000 1.000 0.000 0.000 2.875 0.000 0.000 0.000

-1.512

-2.610

1.

-0.414

-0.103

4.

-0.104 1.900

-0.448

-0.204

0.

-0.204

0.

0.000

0.

17.

0.000 0.145 0.000 0.000

-0.011 3.47

-0.047

-0.021 1.300 1.3 0.882 0 882 1.0 1.3 0.000 1 300 0.000

-0.021 0.000 1.300 0.250 0.000 0.000 0.000 Appendix A 300 000 I-0.30989E+00 Z-0.32620E+00 300

0.

3.000

0.

3.000

0.

3.000 Revision 0

Date 10/31//2002 FLUSH FLUSH FLUSH FLUSH FLUSH FLUSH 0.000

-0.043 0.000

-0.011 Design Analysis DA-ME-2002-063

S S T S Y S T E M S I N C.

P-2 PAGE NO.

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LINE LONG.

END TAPER NO.

WELD WELD JOINT CASE NAME 160 161 162 163 164 165 166 167 168 16.9 170 171 172 173 174 175 176 177 178 179 180 181 182 183 184 185 186 187 188 189 190 191 192 193 194 195 196 197 198 199 FILLET FILLET FILLET FILLET JUNCTION JUNCTION TANGENT CROSS SECT TANGENT JUNCTION JUNCTION TANGENT TANGENT CONCEN WT CROSS SECT JUNCTION JUNCTION TANGENT TANGENT SR ELBOW TANGENT VALVE CONCEN WT JUNCTION JUNCTION VALVE CONCEN WT JUNCTION JUNCTION VALVE CONCEN WT CONCEN WT JUNCTION JUNCTION TANGENT TANGENT JUNCTION JUNCTION TANGENT SR ELBOW TANGENT SR ELBOW TANGENT SR ELBOW POINT NO.

1865 1870 1880 2100 2100 2100 1950 1900 1900 1900 2100 2105 2110 2115 2120 2130 2130 2130 2130 2140 2140 2140 2130 2135 2135 2135 2135 2140 2143 2145 2145 2145 2150 2160 2170 2175 2180 2185 I

II III IV V

VI

-0.828 2.875

-0.249

10.

2.375 0.000 0.000 0.000 1.693 0.232

0.

0.232

0.

0.027

0.

25.

0.000 0.203 0.000

-0.086 6.80

-0.026 2.075 2.075 0.000

-0.026 0.000

-0.026 0.154 4.52 1.454 1.454

-0.250

-0.322

-0.198 0.000 0.000 0.000 0.000 0.000 0.177 0.024 0.197 0.000 0.000 1.300 0.000 0.024 0.000 1.300 0.000

-0.259 0.000 0.000 1.300 1.000 1.300 I-0.15296E+01 Z-0.10640E+01 1.300 1.300 1.300 1.000 I-0.66575E+00 Z-0.56063E+00 1.300 1.300 0.021 FF-5.563 R-0.198 A-90.00 1.300

0.

3.000

0.

3.000

0.

3.000 2.605 0.000 0.273 0.125 0.000 0.013 1.903 0.197 0.263 0 021 1.636 0.197 Design Analysis DA-ME-2002-063 0.000 0.000 0.000 0.000 0.000 0.000 0.200 0.021

-2.506

-0.197 0.172 0.021 Appendix A 0.021 0.000

-0.197 1.300 0.197 0.000 0.021 1.300 0.000

-0.198 0.000 FF-5.563 R-0.198 A-90.00 FF-5.563 R-0.198 A-90.00 FF-5.563 R-0.198 A-90.00 Revision 0

Date 10/31//2002

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+ DST/PIPESTRESS

+÷ R.E. GINNA STATION Version 3.4.08e IBM-PC Dec.

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[58]

LINE LONG.

END TAPER NO.

WELD WELD JOINT CASE NAME POINT NO.

200 201 202 203 204 205 206 207 208 209 210 211 212 213 214 215 216 217 218 219 220 221 222 223 224 225 226 227 228 229 230 231 232 233 234 235 236 237 238 239 I

II III IV V

VI TANGENT 2200 CONCEN WT 2200 JUNCTION 2200 JUNCTION 2200 TANGENT 2210 SR ELBOW 2215 TANGENT 2220 TANGENT 2223 SR ELBOW 6500 TANGENT 2225 TANGENT 2230 CONCEN WT 2230 JUNCTION 2230 JUNCTION 2230 TANGENT 2245 TANGENT 2248 SR ELBOW 6501 TANGENT 2250 TANGENT 2255 CONCEN WT 2255 JUNCTION 2255 JUNCTION 2255 TANGENT 2270 JUNCTION 2270 JUNCTION 2270 TANGENT 2275 SR ELBOW 2280 DESIGN P,T TANGENT 2290 DESIGN P,T TANGENT 3235 CONCEN WT 3235 TANGENT 3234 TANGENT 3233 TANGENT 3232 CROSS SECT JUNCTION 3232 JUNCTION 3232 TANGENT 3231 TANGENT 3230

-7.614 0.000

-3.635

-0.198 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

-0.114

-0.041

-0.058 0.000 0.000 0.000 0.000 0o000 0.041 0.726

-0.140 0.000

-0.140 1.300 1.300

-0.082 0.000 0.000 1.300 1.300

-0.058 0.000 0.058 1.300 FF-5.563 R-0.198 A-90.00 FF-5.563 R-0.198 A-45.00 FF-5.563 R-0.198 A-45.01 0.000

8.

0.000 0.000

-0.114

-0.041

-0.058

-0.059

-0.942

2.

-10.360

-0.059

-0.082

-0.041

-0.726

1.

-4.036

-0.243

-0.140 150.000 0.000 150.000 0.000

14.

0.000 0.000 0.000 2.875 FILLET FILLET FILLET FILLET FLUSH FLUSH 0.243 0.140 15000.

0.000 15000.

0 000 0.000 0.000 0.000 6.80 0.000

-0.198 0.000 15000.

0

0.

1 300 15000.

0.

1.300 2.075 2.075 1.300 1.300 1.300 1.000 1.300 FF-5.563 R-0.198 A-90.00 SA-22500.

SA-22500.

I-0.15296E+01 Z-0.10640E+01 0.250 0.000 0.000 0.313 0.000 0.000 Design Analysis DA-ME-2002-063 Appendix A Revision 0

Date 10/31//2002 0.000 4.036 0.000 0.000 300.010

-4.802 300.000

-0 083

-0.083

-0.771

-0.229 0.203

P-2 PAGE NO.

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+4 DST/PIPESTRESS ++

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[59]

LINE LONG.

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WELD WELD JOINT CASE NAME POINT NO.

I II III IV V

VI 240 241 242 243 244 245 246 247 248 249 250 251 252 253 254 255 256 257 258 259 260 261 262 263 264 265 266 267 268 269 270 271 272 273 274 275 276 277 278 279 0.313 0.000 0.000 2.375 0.000 0.000 0.000 0.167 1.000 0.000 0.000 1.000 0.000 0.000 2.875

-0.250

-0.229

-0.313 0.000 7.

0.000

-2.458

-0.313 0.154 0.000 0.000 0.000 0.000 0.000 1.000 0.000 0.000 1.000 0.000 0.203 0.000 0.000 0.000 0.000 FLUSH FLUSH FLUSH FILLET FLUSH FLUSH FLUSH FLUSH FLUSH FLUSH FLUSH FLUSH FLUSH FLUSH FLUSH FLUSH LR ELBOW 3225 TANGENT 3215 LR ELBOW 3210 CROSS SECT TANGENT 4530 TANGENT 4520 SR ELBOW 4510 TANGENT 4500 ANCHOR 4500 RESTRAINT 4500 RESTRAINT 4500 RESTRAINT 4500 ROT/RSTNT. 4500 ROT/RSTNT. 4500 ROT/RSTNT. 4500 CROSS SECT JUNCTION 3232 TANGENT 3236 TANGENT 3240 LR ELBOW 3245 TANGENT 3255 CONCEN WT 3255 JUNCTION 3255 JUNCTION 3255 TANGENT 3270 JUNCTION 3270 JUNCTION 3270 TANGENT 3275 TANGENT 3278 LR ELBOW 6502 TANGENT 3280 TANGENT 3285 LR ELBOW 3290 TANGENT 3305 LR ELBOW 3310 TANGENT 3320 LR ELBOW 6503 TANGENT 3325 CROSS SECT JUNCTION 3325 0.000 0.000 0.000 0.000 0.000 0.000 21.375 0.313 0.000 0.000 0.000 0.203 0.000 0.000 0.000 4.52 0.021 0.282 0.198 0.000 0.000 0.000 1.000 0.000 0.000 1.000 6.80 0.000 0.000 0.000 1.B53 9.479 0.708 0.016 0.129 0.012 0.401 0.221 0.000 0.000 0.163 0.098 0.723 6.80 0.000

-0.313 0.000 FF-3.869 R-0.313 A-90.00 0.000 0.000 0.313 FF-3.869 R-0.313 A-90.00 1.454 1.454 1.000 I-0.66575E+00 Z-0.56063E÷00 0.198 0.000 0.000 1.300 0.100E+06 0.100E+06 0.100E+06 0.833E+06 0.833E+06 0.833E+06 2.075 FF-5.563 R-0.198 A-90.00 19R-LEVEL 1

20R-LEVEL 1

21R-LEVEL 1

22R 23R 24R 2.075 1.000 I-0.15296E+01 Z-0.10640E+01 0.000 0.000 0.313 FF-3.869 R- 0.313 A-90.00 0.092 0.000 0.092 FF-3.869 R-0.313 A-45.00 0.000 0.313 0.000 FF-3.869 R-0.313 A-90.00

-0.205 0.000 0.236 FF-3.869 R-0.313 A-90.00 0.009 0.000 0.129 FF-3.869 R-0.312 A-45.09 2.075 2.075 1.000 I-0.15296E÷01 Z-0.10640E+01 Design Analysis DA-ME-2002-063 Appendix A Revision 0

Date 101311/2002 0.000 0.000 0.000 0.000 0.000 0.012 0.401 0.221 0.000 0.000

-0.142

-0.085 0.052 2.875

S S T S Y S T E M S I N C.

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[601 LINE LONG.

END TAPER NO.

WELD WELD JOINT CASE NAME POINT NO.

II III IV V

VI 280 281 282 283 284 285 286 287 288 289 290 291 292 293 294

.295 296 297 298 299 300 301 302 303 304 305 306 307 308 309 310 311 312 313 314 315 316 317 318 319 0.176 0.019 1.232 2.875 0.000 0.000 0.000 0.203 2.463 0.259 2.907 6.80 0.101 0.000 0.239 FF-1.000 R-1.560 A-18.87 2.075 2.075 1.000 I-0.15296E+01 Z-0.10640E+01 3.998 0.000 9.438 JUNCTION 3325 TANGENT 3343 BEND 6504 TANGENT 3355 CROSS SECT JUNCTION 3355 JUNCTION 3355 TANGENT 3370 JUNCTION 3370 JUNCTION 3370 TANGENT 3378 LR ELBOW 6505 TANGENT 3390 LR ELBOW 3395 TANGENT 3400 LR ELBOW 3415 LR ELBOW 3420 CON.REDUCE 3423 CROSS SECT TANGENT 3425 ANCHOR 3425 RESTRAINT 3425 RESTRAINT 3425 RESTRAINT 3425 ROT/RSTNT.

3425 ROT/RSTNT.

3425 CROSS SECT JUNCTION 115 LR ELBOW 120 CON.REDUCE 125 CROSS SECT LR ELBOW 135 TANGENT 140 TANGENT 145 CONCEN WT 145 ANCHOR 145 RESTRAINT 145 RESTRAINT 145 RESTRAINT 145 0.000 0.000 0.000 0.000 4.979 0.313 0.000 0.000 0.154 0.000 0.000 1.000 0.000 0.000 1.000 0.000 0.237 0.000

-0.195 0.216

-0.109 0.000 0.000 0.000 1.000 0.000 1.953 0.119 0.261 0.117 0.000 0.000 0.270 0.147 4.52 0.254 0.000 0.000 1.000 0.000 0.000 1.000 12.23

-0.497

-0.020 8.75

-0.011

-0.079

-0.027 0.000 0.000 1.000 0.120 0.000 0.049 FF-3.869 R-0 313 A-44.98 0.000 0.313 0.000 FF-3.869 R- 0.313 A-90.00 0.158

-0.270 60.000 1.454 0.100E÷06 0.100E÷06 0.100E+06 0.833E+06 0.833E÷06 0 833E+06 5.516

-0.352 60.000

,3.203

-0.154 0.500E+06 0.500E÷06

0. 500E+06 0.000 0.269 FF 3.870 R-0.312 A-90.00 0.000 0.158 FF-3.869 R-0.312 A-90.00 SIF-2.000 1.454 1.000 I-0.66575E÷00 Z-0.56063E+00 25R-LEVEL I

26R-LEVEL I

27R-LEVEL 1

28R 29R 30R 5.516 1.000 I-0.72326E+01 Z-0.32145E+01

-0.354

-0.037 FF-5.272 R=

0 500 A-89.99 SIF-2.000 3.203 1.000 I-0.30172E+01 Z-0.17241E+01 0.000

-0.016 FF-4.577 R-0.375 A-44.86 0.828 0.050 0.644 0.290 0.000 0.000 0.158

-0.252 2.375

-0.432 1.000 0.000 0.000 1.000 0.000 0.000 4.500 0.052

-0.194 3.500

-0.109

-0.752

-0.259

19.

1.000 0.000 0.000 Design Analysis DA-ME-2002-063 Appendix A Revision 0

Date 10/31//2002 31R-LEVEL 1

32R-LEVEL 1

33R-LEVEL 1

FLUSH FLUSH FLUSH FLUSH FLUSH FLUSH FLUSH FLUSH FLUSH FLUSH FLUSH FLUSH FLUSH

S S T S Y S T E M S, I N C.

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[611 LINE LONG.

END TAPER NO.

WELD WELD JOINT CASE NAME 320 321 322 323 324 325 326 327 328 329 330 331 332 333 334 335 336 337 338 339 340 341 342 343 344 345 346 347 348 349 350 351 352 353 354 355 356 FLUSH FLUSH FLUSH ROT/RSTNT.

ROT/RSTNT.

CROSS SECT JUNCTION LR ELBOW TANGENT LR ELBOW JUNCTION RESTRAINT RESTRAINT RESTRAINT RESTRAINT RESTRAINT RESTRAINT RESTRAINT RESTRAINT RESTRAINT RESTRAINT RESTRAINT RESTRAINT RESTRAINT RESTRAINT RESTRAINT RESTRAINT RESTRAINT RESTRAINT RESTRAINT RESTRAINT RESTRAINT RESTRAINT RESTRAINT RESTRAINT RESTRAINT RESTRAINT RESTRAINT ENDPROBLEM POINT NO.

145 145 145 630 638 640 650 650 960 935 905 895 860 845 820 2200 2200 2230 2255 3255 3270 3270 3355 3370 940 1835 1835 1835 2145 2145 2270 3325 3325 3325 833 I

II III 1.000 0.000 0.000 4.500 0.052 0.000 0.000 0.000 0.000 1.000 0.000 0.000 0.000 0.000 1.000 0.000 0.000 0 000 0.000 1.000 0.000 0.000 0.000 0.574 0.000

-0.104 0.995 0.000

-0.104 0.707 0.000 0.997 0.071 0.018 Design Analysis DA-ME-2002-063 0.000 1.000 0.000 0.237 0.000

-0.125

-0.500 1.000 1.000 0.000 1.000 1.000 1.000 1.000 0.000 0.000 1.000 1.000 1.000 0.000 1.000 1.000 1.000 0.000 1.000 0.000 0.000 1.000 0.000 0.000 1.000 0.000 0.000 0.000 IV V

VI 0.000 0.417E+07 0.000 0.417E+07 1.000 0.417E+07 12.23 5.516

-0.497 34R 35R 36R 5.516 1.000 I-0.72326E÷01 Z-0.32145E+01 0.000

-0.500 0.000 FF-5.272 R-0.500 A-90.00 0.000 0.000

-0.497 0.000 0.125E+06 0.000 0.614E+05 0.000 0.173E+06 0.000 0.691E+05 0.000 0.117E+06 0.000 0.261E+05 0.000 0.384E+05 0.000 0.913E+06 1.000 0.749E÷06 0.000 0.384E+05 0.000 0.670E÷05 0.000 0.126E÷06 0.000 0.198E+05 0.000 0.200E+06 0.000 0.272E+05 0.000 0.367E+05

-0.819 0.194E+06 0.000 0.161E+06 0.995 0.297E+06 0.105 0.192E+05 0.000 0.421E+06 0.995 0.588E+06 0.707 0.101E+05 0.000 0.919E+05

-0.071 0.749E+05 0.997 0.175E÷05

-1.000 0.961E+05 0.000

-0.052 FF-5.272 R-0.500 A-90.00 37R-LEVEL 38R-LEVEL 39R-LEVEL 40R-LEVEL 41R-LEVEL 42R-LEVEL 43R-LEVEL 44R-LEVEL 45R-LEVEL 46R-LEVEL 47R-LEVEL 48R-LEVEL 49R-LEVEL 5OR-LEVEL 51R-LEVEL 52R-LEVEL 53R-LEVEL 54R-LEVEL 55R-LEVEL 56R-LEVEL 57R-LEVEL S8R-LEVEL 59R-LEVEL 60R-LEVEL 61R-LEVEL 62R-LEVEL 63R-LEVEL Revision 0

Date 10/31//2002 Appendix A

SST

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++ DST/PIPESTRESS ÷÷ R.E. GINNA STATION P-3 PAGE NO.

11 Version 3.4.08e IBM-PC Dec. 1994 CALCULATION NUMBER 1

SERVICE WATER SYSTEM, SW-300 CODE ANSI/ASME B31.1 ASME-1973 REV S73 Walter Tono 11/05/:2 14:52:33 (62]

TEE JUNCTIONS NO.

TYPE 1800 WELDOLET 800 WELDING TEE 70 WELDING TEE 2100 WELDING TEE 3232 WELDING TEE

-RUN-BRANCH ---.-----

MIN PAD TH.

POINTS DIAM THICK POINTS DIAM THICK ANGLE OR RP TN 895 90 790 1880 3231 1800 860 800 790 70 65 2100 1950 3232 3236 8.625 8.625 8.625 2.875 2.875 0.322 0.322 0.322 0.203 0.203 1800 1810 800 810 70 620 2100 2105 3232 3233 2.875 8.625 4.500 2.375 2.375 0.203 90.0 0.322 90.0 0.237 90.0 0.154 90.0 0.154 90.0 0.000 Design Analysis DA-ME-2002-063 Appendix A Revision 0

Date 10/31//2002 UNITS-IN ZB ZRUN R2 1.806 16.809 4.596 0.702 0.702 16.809 16.809 16.809 1.064 1.064

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-÷

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-R

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-e -.

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R.E. GINNA STATION Version 3.4.08e IBM-PC Dec. 1994 CALCULATION NUMBER 1

SERVICE WATER SYSTEM, SW-300 CODE ANSI/ASME B31.1 ASME-1973 REV S73 Walter Tono 11/05/:2 14:52:33 (63]

SHEAR 1-LOCAL X X

Y Z

0.797330 0.000000 -0.603543

-0.104605 0.000000 0.994514

-0.104605 0.000000 0.994514 0.000000 0.000000 -1.000000 0.506206 0.000000 0.862413

-0.104605 0.000000 0.994514 LOCAL COORDINATES OF ANCHORS SHEAR 2-LOCAL Y X

Y Z

0.000000 1.000000 0.000000 0.000000 1.000000 0.000000 0.000000 1.000000 0.000000 0.000000 1.000000 0.000000 0.000000 1.000000 0.000000 0.000000 1.000000 0.000000 Appendix A AXIAL-LOCAL Z X

Y 0.603543

-0.994514

-0.994514 1.000000

-0.862413

-0.994514 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 Z

0.797330

-0.104605

-0.104605 0.000000 0.506206

-0.104605 Revision 0

Date 10/31//2002 POINT NO.

210 10 700 4500 3425 145 TYPE ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR DEFINING MEMBER ROT/RSTNT.

TANGENT TANGENT TANGENT TANGENT TANGENT Design Analysis DA-ME-2002-063

SST SYSTEMSS INC.

++ DST/PIPESTRESS ++

CALCULATION NUMBER 1

SERVICE WATER SYSTEM, SW-300 POINT NO.

R.E. GINNA STATION CODE ANSI/ASME B31.1 STRESS INDICES -- /

MOMENT LOADING ----

SIF ASME-1973 REV S73 Walter Tono

/--- MEMBER PARAMETERS --- /

D/TH.

THICK.

(INCH)

P-5 PAGE NO.

13 Version 3.4.08e IBM-PC Dec. 1994 11/05/:2 14:52:33 (64J 23.661 0.280 26.786 0.322 26.786 0.322 26.786 0.322 26.786 0.322 26.786 26.786 26.786 26.786 0.322 0.322 0.322 0.322 26.786 0.322 26.786 0.322 REDUCER LR ELBOW LR ELBOW TANGENT LR ELBOW LR ELBOW TANGENT TANGENT LR ELBOW TANGENT TANGENT TANGENT LR ELBOW TANGENT LR ELBOW 210 220 220 990 990 985 985 980 980 970 970 965 965 960 960 950 950 945 945 940 940 935 935 930 930 925 925 915 915 910 2.000 2.000 2.000 2.439 2.439 2.439 2.439 2.439 2.439 1.000 1.000 2.439 2.439 2.439 2.439 2.439 2.439 1.000 1.000 1.000 1.000 2.439 2.439 2.439 1.000 1.000 1.000 1.000 1.000 1.000 2.439 2.439 2.439 1.000 1.000 2.439 2.439 2.439 Design Analysis DA-ME-2002-063 Appendix A Revision 0

Date 10/31//2002 26.786 26.786 26 786 26.786 26.786 26.786 26.786 26.786 26.786 26.786 26.786 26.786 26.786 26.786 26.786 26.786 26.786 26.786 0.322 0.322 0.322 0.322 0.322 0.322 0.322 0.322 0.322 0.322 0.322 0.322 0.322 0.322 0.322 0.322 0.322 0.322 26.786 0.322

S S T S Y S T E M S I N C P-5 PAGE NO.

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R.E. GINNA STATION Version 3.4.08e IBM-PC Dec. 1994 CALCULATION NUMBER 1

SERVICE WATER SYSTEM, SW-300 TANGENT TANGENT TANGENT TANGENT TANGENT TANGENT LR ELBOW TANGENT TANGENT LP ELBOW TANGENT TANGENT TANGENT TANGENT REDUCER TANGENT TANGENT LR ELBOW POINT NO.

910 905 905 895 895 1800 1800 860 860 845 845 840 840 835 835 833 833 830 830 825 825 820 820 810 810 800 800 90 90 95 95 98 98 100 100 110 CODE ANSI/ASME B31.1

/--

STRESS INDICES -- I MOMENT LOADING ----

SIF 1.000 1.000 1.000 1.000 1.000 2.233 2.233 1.000 1.000 1.000 1.000 1.000 2.439 2.439 2.439 1.000 1.000 1.000 1.000 1.901 1.901 1.901 1.000 1.000 1.000 1.000 1.000 1.843 1 843 1.000 2.000 2.000 2.000 11000 1.300+

1.300+

1.952 1.952 1.952 ASME-1973 REV S73 Walter Tono 1--- MEMBER PARAMETERS --- /

D/TH.

THICK.

(INCH) 26.786 26.786 26.786 26.786 26.786 26.786 26.786 26.786 26.786 26.786 26.786 26.786 26.786 26.786 26.786 26.786 26.786 26.786 26.786 26.786 26.786' 26.786 26.786 26.786 26.786 26.786 26.786 26.786 26.786 18.987 18.987 18.987 18.987 18.987 18.987 11/05/:2 14:52:33 (65) 0.322 0.322 0.322 0.322 0.322 0.322 0.322 0.322 0.322 0.322 0.322 0.322 0.322 0.322 0.322 0.322 0.322 0.322 0.322 0.322 0.322 0.322 0.322 0.322 0.322 0.322 0.322 0.322 0.322 0.237 0 237 0.237 0.237 0.237 0.237 18.987 0.237 Design Analysis DA-ME-2002-063 Appendix A Revision 0

Date 10/31//2002

P-5 PAGE NO.

15 S ST

SYSTEMS, INC.'

++ DST/PIPESTRESS ++

R.E. GINNA STATION Version 3.4.08e IBM-PC Dec. 1994 CALCULATION NUMBER 1

SERVICE WATER SYSTEM, SW-300 POINT NO.

CODE ANSI/ASME B31.1

/--

STRESS INDICES --

/

MOMENT LOADING --

SIF ASME-1973 REV S73 Walter Tono

/--- MEMBER PARAMETERS --- I D/TH.

THICK.

(INCH) 11/05/:2 14:52:33 (661 TANGENT TANGENT TANGENT TANGENT REDUCER TANGENT TANGENT TANGENT LR ELBOW TANGENT LR ELBOW REDUCER 110 115 800 790 790 70 70 65 65 60 60 58 58 56 56 50 50 18.987 18.987 26.786 26.786 26.786 26.786 26.786 26.786 26.786 18.987 18.987 18.987 18.987 18.987 18.987 18.987 18.987 18.987 18.987 18.987 18.987 1.000 1.000 1.843 "1.000 1.000 1.843 1.843 1.000 2.000 2.000 2.000 1.000 1.000 1.000 1.300+

1.300+

1.952 1.952 1.952 1.000 1.000 1.952 1.952 1.952 2.000 2.000 2.000 1.000 1.000 1.000 1.000 1.843 1.000 1.000 1.300+

45 45 40 40 30 30 25 TANGENT 25 20 TANGENT 20 10 TANGENT 70 620 TANGENT 620 625 0.237 0.237 0.322 0.322 0.322 0.322 0.322 0.322 0.322 0.237 0.237 0.237 0.237 0.237 0.237 0.237 0.237 0.237 0.237 0.237 0.237 18.987 0.237 18.987 0.237 16.204 16.204 16.204 16.204 16.204 18.987 18.987 18.987 18.987 0.216 0.216 0.216 0.216 0.216 0.237 0.237 0.237 0.237 Design Analysis DA-ME-2002-063 Appendix A Revision 0

Date 10/31//2002

SST

SYSTEMS, INC.

R.E. GINNA STATION

+ DST/PIPESTRESS ++

P-5 PAGE NO.

16 Version 3.4.08e IBM-PC Dec. 1994 CALCULATION NUMBER 1

SERVICE WATER SYSTEM, SW-300 POINT NO.

CODE ANSI/ASME B31.1 I--

STRESS INDICES --I MOMENT LOADING ----

SIF ASME-1973 REV S73 Walter Tono MEMBER PARAMETERS ---

/

D/TH.

THICK.

(INCH) 11/05/:2 14:52:33 1671 TANGENT REDUCER 625 630 650 660 TANGENT 660 690 TANGENT 690 700 TANGENT 1800 1810 TANGENT 1810 1815 LR ELBOW 1815 TANGENT TANGENT TANGENT TANGENT TANGENT TANGENT VALVE VALVE VALVE TANGENT TANGENT 1825 1825 1830 1830 1835 1835 1840 1840 1843 1843 1845 1845 1850 1850 1860 1860 1870 1860 1865 1870 1880 1880 2100 Design Analysis DA-ME-2002-063 Appendix A Revision 0

Date 10/31//2002 1.300+

1.300+

2.000 2.000 2.000 1.000 1.000 1.000 1.000 2.233 1.000 1.000 1.000 1.588 1.588 1.588 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.300+

1.300+

18.987 18.987 18.987 16.204 16.204 16.204 16.204 16.204 14.163 14.163 14.163 14.163 14.163 14.163 14.163 14.163 14.163 14.163 14.163 14.163 14.163 14.163 14.163 14.163 14.163 13.103 0.237 0.237 0.237 0.216 0.216 0.216 0.216 0.216 0.203 0.203 0.203 0.203 0.203 0.203 0.203 0.203 0.203 0.203 0.203 0.203 0.203 0.203 0.203 0.145 0.145 0.145 0.145 0.145 0.145 0.203 1.000 1.300+

1.300+

1.177+

13.103 14.163 14.163 14.163

P-5 PAGE NO.

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R.E. GINNA STATION Version 3.4.08e IBM-PC Dec. 1994 CALCULATION NUMBER 1

SERVICE WATER SYSTEM, SW-300 POINT NO.

CODE ANSI/ASME

,B31.1

/--

STRESS INDICES --

I MOMENT

-LOADING SIF ASME-1973 REV S73 Walter Tono

/--- MEMBER PARAMETERS ---

/

D/TH.

THICK.

(INCH) 11/05/:2 14:52:33

[68]

TANGENT 2100 1950 TANGENT 1950 1900 TANGENT 2100 2105 TANGENT 2105 2110 SR ELBOW 2110 2115 TANGENT 2115 2120 VALVE 2120 2130 VALVE 2130 2140 VALVE 2130 2135 TANGENT 2140 2143 TANGENT 2143 2145 TANGENT 2145 2150 SR ELBOW 2150 2160 TANGENT 2160 2170 SR ELBOW 2170 2175 TANGENT 2175 2180 SR ELBOW 2180 TANGENT 2185 2185 2200 Design Analysis DA-ME-2002-063 Appendix A Revision 0

Date 10/31//2002 1.177+

1.300+

2.024 2.024 2 100 2.100 1.300+

14.163 14.163 14.163 14.163 15.422 15.422 15.422 15.422 15.422 15.422 15.422 15.422 0.203 0.203 0.203 0.203 0.154 0.154 0.154 0.154 0.154 0.154 0.154 0.154 0.154 0.154 0.154 0.154 0.154 0.154 0.154 0.154 0 154 0.154 0.154 0.154 0.154 0.154 0.154 0.154 0.154 0.154 1.000 1.000 1.000 1.000 1.000 1.000 2.024 2.024 2.100 2.100 1.300÷ 2.024 2.024 2.100 2.100 1.300+

2.024 2.024 2.100 2.100 1.000 15.422 15.422 15.422 15.422 15.422 15.422 15.422 15.422 15.422 15.422 15.422.

15.422 15.422 15.422 15.422 15.422 15.422 15.422 S ST SY ST E MS,

I NC.

P-5 PAGE NO.

18 SST

SYSTEMS, INC.

++ DST/PIPESTRESS ++

R.E.

GINNA STATION Version 3.4.08e IBM-PC Dec.

1994 CALCULATION NUMBER 1

SERVICE WATER SYSTEM, SW-300 POINT NO.

CODE ANSI/ASME B31.1

/--

STRESS INDICES --

MOMENT LOADING....

SIF ASME-1973 REV S73 Walter Tono

/--- MEMBER PARAMETERS --- /

D/TH.

THICK.

(INCH) 11/05/:2 14:52:33 (69]

TANGENT 2200 2210 SR ELBOW 2210 2215 TANGENT 2215 2220 TANGENT 2220 2223 SR ELBOW 2223 6500 TANGENT 6500 2225 TANGENT 2225 2230 TANGENT 2230 2245 TANGENT 2245 2248 SR ELBOW 2248 6501 TANGENT 6501 2250 TANGENT 2250 2255 TANGENT 2255 2270 TANGENT 2270 2275 SR ELBOW 2275 TANGENT TANGENT TANGENT 2280 2280 2290 2290 3235 3235 3234 Design Analysis DA-ME-2002-063 Appendix A Revision 0

Date 10/31//2002 1.000 1.000 2.024 2.024 2.100 2.100 1.300+

1.300+

2.024 2.024 2.100 2.100 1.300+

1.300+

1.000 1.000 1.000 1.000 1.300+

2.024 2.024 2.100 2.100 1.300+

1.300+

1.000 1.000 1.000 1.000 1.000 2.024 2.024 2.100 2.100 1.300+

1.300+

15.422 15.422 15.422 15.422 15.422 15.422 15.422 15.422 15.422 15.422 15.422 15.422 15.422 15.422 15.422 15.422 15.422 15.422 15.422 15.422 15.422 15.422 15.422 15.422 15.422 15.422 15.422 15.422.

15.422 15.422 15.422 15.422 15.422 15.422 15.422 15.422 0.154 0.154 0.154 0.154 0.154 0.154 0.154 0.154 0.154 0.154 0.154 0.154 0.154 0.154 0.154 0.154 0.154 0.154 0.154 0.154 0.154 0.154 0.154 0.154 0.154 0.154 0.154 0.154 0.154 0.154 0.154 0 154 0.154 0.154 0.154 0.154

P-5 PAGE NO.

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SYSTEMS, INC.

+* DST/PIPESTRESS ++

R.E. GINNA STATION Version 3.4.08e IBM-PC Dec. 1994 CALCULATION NUMBER 1

SERVICE WATER SYSTEM, SW-300 POINT NO.

CODE ANSI/ASME B31.l

/--

STRESS INDICES -- /

MOMENT

-LOADING SIF ASME-1973 REV 573 Walter Tono I--- MEMBER PARAMETERS ---

/

D/TH.

THICK.

(INCH) 11/05/:2 14:52:33 (70]

TANGENT 3234 3233 TANGENT 3233 3232 TANGENT 3232 3231 TANGENT 3231 3230

.LR ELBOW 3230 3225 TANGENT 3225 3215 LR ELBOW 3215 3210 TANGENT 3210 4530 TANGENT 4530 4520 SR ELBOW 4520 4510 TANGENT 4510 4500 TANGENT 3232 3236 TANGENT 3236 3240 LR ELBOW 3240 TANGENT TANGENT TANGENT TANGENT 3245 3245 3255 3255 3270 3270 3275 3275 3278 Design Analysis DA-ME-2002-063 Appendix A Revision 0

Date 10/311/2002 1.300+

1.300+

1.177+

1.000 1.000 1.000 1.588 1.588 1.588 1.000 1.000 1.588 1.588 1.588 1.000 1.000 1.000 1.000 2.024 2.024 2.100 2.100 1.300+

1.177 1.000 1.000 1.000 1.588 1.588 1.588 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 15.422 15.422 15.422 15.422 14.163 14.163 14.163 14.163 14.163 14.163 14.163 14.163 14.163 15.422 15.422 15.422 15.422 15.422 15.422 15.422 15.422 15.422 14.163 14.163 14.163 14.163 14.163 14.163 14.163 14.163 14.163 14.163 14.163 14.163 14.163 14.163 0.154 0.154 0.154 0.154 0.203 0.203 0.203 0.203 0.203 0.203 0.203 0.203 0.203 0.154 0.154 0.154 0.154 0.154 0.154 0.154 0.154 0.154 0.203 0.203 0.203 0.203 0.203 0.203 0.203 0.203 0.203 0.203 0.203 0.203 0 203 0.203

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1994 CALCULATION NUMBER 1

SERVICE WATER SYSTEM, SW-300 POINT NO.

CODE ANSI/ASME B31.1

/--

STRESS INDICES -- /

MOMENT LOADING SIF ASME-1973 REV S73 Walter Tono I--- MEMBER PARAMETERS --- /

DITH.

THICK.

(INCH) 11/05/:2 14:52:33

[71]

LR ELBOW 3278 6502 TANGENT 6502 3280 TANGENT 3280 3285 LR ELBOW 3285 3290 TANGENT 3290 3305 LR ELBOW 3305 3310 TANGENT 3310 3320 LR ELBOW 3320 TANGENT TANGENT BEND 6503 6503 3325 3325 3343 3343 6504 TANGENT 6504 3355 TANGENT 3355 3370 TANGENT 3370 3378 LR ELBOW 3378 6505 TANGENT 6505 3390 LR ELBOW 3390 3395 14.163 0.203 1.588 1.588 1.588 1.000 1.000 1.000 1.000 1.588 1.588 1.588 1.000 1.000 1.588 1.588 1.588 1.000 1.000 1.588 1.588 1.588 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.588 1.588 1.588 1.000 1.000 1.588 1.588 1.588 14.163 14.163 14.163 14.163 14.163 14.163 14.163 14.163 14.163 14.163 14.163 14.163 14.163 14.163 14.163 14.163 14.163 14.163 14.163 14.163 14.163 14.163 14.163 14.163 14.163 14.163 14.163 14.163 14.163 14.163 14.163 14.163 0.203 0.203 0.203 0.203 0.203 0.203 0.203 0.203 0.203 0.203 0.203 0.203 0.203 0.203 0.203 0.203 0.203 0.203 0.203 0.203 0.203 0.203 0.203 0.203 0.203 0.203 0.203 0.203 0.203 0.203 0.203 0.203 14.163 0.203 Design Analysis DA-ME-2002-063 Appendix A Revision 0

Date 10/31/12002 S ST S YS TE M S, I N C."

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SYSTEMS, INC.

÷* DST/PIPESTRESS e÷ R.E. GINNA STATION Version 3.4.08e IBM-PC Dec. 1994 CALCULATION NUMBER I

SERVICE WATER SYSTEM, SW-300 POINT NO.

CODE ANSI/ASME B31.1

/--

STRESS INDICES -- /

MOMENT

-LOADING SIF ASME-1973 REV S73 Walter Tono

/--- MEMBER PARAMETERS ---

/

D/TH.

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(INCH) 11/05/:2 14:52:33

[72]

TANGENT 3395 3400 LR ELBOW 3400 3415 LR ELBOW 3415

.REDUCER TANGENT LR ELBOW REDUCER LR ELBOW TANGENT TANGENT LR ELBOW TANGENT LR ELBOW 14.163 14.163 14.163 1.000 1.000 1.589 1.589 1.589 1.589 1.588 1.588 2.000 2.000 2.000 1.000 1.000 1.952 1.952 1.952 2.000 2.000 2.000 2.000 1.777 1.777 1.000 1.000 1.000 1.000 1.952 1.952 1.952 1.000 1.000 1.952 1.952 1.952 3420 3420 3423 3423 3425 115 120 120 125 125 135 135 140 140 145 630 638 638 640 640 650 0.203 0.203 0.203 14.163 0.203 14.163 0.203 14.163 0.203 14.163 0.203 15.422 15.422 15.422 18.987 0.154 0.154 0.154 0.237 18.987 0.237 18.987 0.237 16.204 0.216 16.204 0.216 16.204 16.204 16.204 16.204 16.204 18.987 18.987 18.987 18.987 18.987 0.216 0.216 0.216 0.216 0.216 0.237 0.237 0.237 0.237 0.237 18.987 0.237 Design Analysis DA-ME-2002-063 Appendix A Revision 0

Date 10/31//2002

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[73]

OPER WEIGHT ANALYSIS - Deadweight + Waterhammer GLOBAL DISPLACEMENTS IN INCHES POINT 210 220 990 985 980 970 965 960 950 945 940 935 930 925 915 910 905 895 1800 860 845 840 835 833 830 825 820 810 800 90 95 98 100 110 115 800 790 70 D(X)

D(Y)

D(Z) 0.000 0.000 0.002 0.004 0.010 0.013 0.020 0.026 0.056 0.057 0.054 0.053 0.050 0.045 0.020 0.014 0.002

-0.011

-0.013

-0.009 0.005 0.007 0.008 0.008 0.007 0.005 0.005 0.006 0.006 0.007 0.008 0.009 0.009 0.009 0.003 0.006 0.004 0.003 0.000

-0.001

-0.004

-0.005

-0.006

-0.004

-0.011

-0.012

-0.013

-0.021

-0.022

-0.019

-0.012

-0.007

-0.003 0.000

-0.005

-0.016

-0.015

-0.019

-0.020

-0.021

-0.022

-0.020

-0.011

-0.022

-0.022 0.000 0.000 0.000 0.001 0.005 0.004 0.005 0.011 0.041 0.041 0.041 0.041 0.041 0.042 0.050 0.051 0.051 0.051 0.051 0.051 0.051 0.051 0.036 0.028 0.015 0.005 0.005 0.005 0.005 0.007 0.009 0.009 0.010 0.011 0.011 0.005 0.003 0.001 ROTATIONS IN RADIANS*1000.

R(X)

R(Y)

R(Z) 0.04605 0.06568 0.13435 0.15357 0.15307

-0.01936

-0.10282

-0.10567

-0.10795

-0.04889 0.00802 0.03617 0.09763 0.31807 0.28993

-0.02464

-0.13993

-p.12174

-0.09036

-0.15080 0.24781 0.38302 1.39630 1.36160 1.26977 0.48574 0.43544 0.32450 0.30617 0.28934 0.25146 0.23305 0.22934 0.54222 0.64224 0.30617 0.29365 0.28765 0.01747 0.02670 0.11847 0.14084 0.19317 0.29847 0.48529 0.49562 0.28319"

-0.04474

-0.16559

-0.19708

-0.25318

-0.46194

-0.50080

-0.44256

-0.35955

-0.16789 0.08749 0.12783 0.13139 0.11701

-0.02789

-0.03861

-0.05515 0.03299 0.02678 0.01552 0.01423 0.02423 0.07147 0.11442 0.15737 0.33096 0.28268 0.01423 0.00115

-0.01193

-0.05596

-0.08532

-0.24176

-0.21331

-0.19115

-0.04478 0.03172 0.07479 0.32007 0.37043 0.43741 0.45486 0.49426 0.59045 0.60511 0.57360 0.52910 0.45652 0.29539 0.25050 0.10740 0.08776

-0.05681

-0.06493

-0.07771

-0.31784

-0.29378

-0.21756

-0.20397

-0.19575

-0.17925

-0.17283

-0.17429

-0.19286

-0.34497

-0.20397

-0.18895

-0.17793 Design Analysis DA-ME-2002-063 Appendix A Revision 0

Date 10/31//2002 LOADING CASE NO.

15 RE-6

R-1 PAGE NO.

23 SSS N C R-PAGE NO.

23

÷+ DST/PIPESTRESS ++

R.E. GINNA STATION Version 3.4.08e IBM-PC Dec. 1994 CALCULATION NUMBER 1

SERVICE WATER SYSTEM. SW-300 CODE ANSI/ASME B31.1 ASME-1973 REV 573 Walter Tono 11/05/:2 14:52:33

[741 OPER WEIGHT ANALYSIS - Deadweight + Waterhammer GLOBAL DISPLACEMENTS IN INCHES POINT 65 60 58 56 50 45 40 30 25 20 10 70 620 625 630 650 660 690 700 1800 1810 1815 1825 1830 1835

-1840 1843 1845 1850 1860 1870 1860 1865 1870 1880 2100 1950 1900 D(X)

D(Y)

D(Z) 0.002 0.001 0.000

-0.001

-0.002

-0.001 0.000 0.000 0.000 0.000 0.000 0.003 0.003 0.003 0.004 0.000 0.000 0.000 0.000

-0.013

-0.011

-0.005

-0.003 0.000 0.001 0.001 0.001 0.001 0.002 0.002 0.002

-0.002 0.002 0.003 0.003 0.003 0.003

-0.022

-0.020

-0.010

-0.005

-0.004

-0.001 0.000

-0.022

-0.020

-0.019

-0.014

-0.008

-0.006

-0.001

-0.007

-0.002

-0.001

-0.003

-0.004

-0.005

-0 009

-0.012

-0.015

-0.012

-0.015

-0.028

-0.031

-0.035

-0.039

-0.001

-0.002

-0.003

-0.002

-0.003

-0.002

-0.001 0.000 0.001 0.001 0.001 0.001

-0.002

-0.002 0.000 0.000 0.051 0.051 0.050 0.047 0.031 0.000

-0.005

-0.006

-0.007

-0.013

-0.015

-0.017

-0.015

-0.016

-0.017

-0.025

-0.027

-0.029

-0.031 ROTATIONS IN RADIANS*1000.

R(X)

R(Y)

R(Z) 0.26854 0.19806 0.14157

-0.04979 0.00820 0.56836 0.62991 0.49379 0.41328 0.14139 0.04295 0.28765 0.32470 0.37820 0.47663 0.15195 0.13360 0.05311 0.01789

-0.09036

-0.07553 0.07953 0.10981 0.02921

-0.17750

-0.21525

-0.22393

-0.23235

-0.39718

-0.41842

-0.43832

-0.41842

-0.43832

-0.65736

-0.66844

-0.66883

-0.66895

-0.01409

-0.02430

-0.03358

-0.08850

-0.14497

-0.11862

-0.08087 0.16441 0.17181 0.09661 0.03689

-0.01193

-0.02806

-0.05054

-0.08686 0.14017 0.14009 0.07343 0.02777 0.08749 0.06183

-0.61042

-0.77368

-0.93520

-1.00963

-0.99971

-0.99685

-0.99382

-0.92026

-0.90816

-0.89511

-0.90816

-0.89511

-0.69686

-0.68282

-0.17078

-0.14403

-0.12243

-0.04562

-0.05761

-0.14459

-0.26521

-0.30564

-0.30245

-0.15710

-0.06011

-0.17793

-0.17648

-0.17491

-0.18097

-0.57103

-0.54839

-0.26871

-0.10084 0.29539 0.28803

-0.00826

-0.20636

-0.25670 0.35003 0.50599 0.53799 0.56742 1.05222 1.09786 1.13045 1.09786 1.09786 1.13045 1.19870 1.18109 1.18483 1.18599 Design Analysis DA-ME-2002-063 Appendix A Revision 0

Date 10/31//2002 LOADING CASE NO.

15 RE-6 RE-6

R-1 PAGE NO.

24

. DST/PIPESTRESS *÷ R.E. GINNA STATION Version 3.4.08e IBM-PC Dec. 1994 CALCULATION NUMBER 1

SERVICE WATER SYSTEM, SW-300 CODE ANSI/ASME B31.1 ASME-1973 REV S73 Walter Tono 11/05/:2 14:52:33

[75]

OPER WEIGHT ANALYSIS - Deadweight + Waterhammer GLOBAL DISPLACEMENTS IN INCHES POINT 2100 2105 2110 2115 2120 2130 2140 2130 2135 2140 2143 2145 2150 2160 2170 2175 2180 2185 2200 2210 2215 2220 2223 6500 2225 2230 2245 2248 6501 2250 2255 2270 2275 2280 2290 3235 3234 3233 D(X)

D(Y)

D(Z) 0.003 0.006 0.011 0.013 0.012 0.012 0.012 0.012 0.013 0.012 0.011 0.010 0.010 0.011 0.026 0.027 0.026 0.026 0.000

-0.054

-0.059

-0.058

-0.052

-0.017

-0.016

-0.015

-0.019

-0.018

-0.015

-0.031

-0.029

-0.017

-0.016

-0.014

-0.016

-0.019

-0.014 0.000 0.000

-0.003

-0.007

-0.047

-0.050

-0.049

-0.043

-0.038

-0.036

-0.031

-0.029

-0.004 0.002 0.002 0.001 0.001

-0.001

-0.010

-0.011

-0.027

-0.025

-0.022

-0.019

-0.011

-0.010

-0.009

-0.010

-0.009 0.001 0.001 0.009 0.010 0.012 0.013 0.022 0.024 0.000

-0.051

-0.054

-0.055

-0.026

-0.025

-0.019 0.016 0.017 0.017

-0.009

-0.009 ROTATIONS IN RADIANS*1000.

R(X)

R(Y)

R(Z)

-0.66844

-0.67765

-0.70263

-0.72348

-0.96316

-0.97482

-0.98164

-0.97482

-0.97691

-0.98164

-1.16341

-1.16937

-1.29624

-1.33898

-1.17437

-0.97892

-0.59516

-0.39488 0.88650 1.42021 1.66249 1.65854 1.65400 1.64952 1.64179 1.51743 0.15035 0.14262 0.07220 0.06774 0.06455 0.39596 0.41881 0.53982 0.10656 0.08490 0.06276

-0.16587

-0.68282

-0.66032

-0.60465

-0.51444

-0.34733

-0.34239

-0.33802

-0.34239

-0.33802

-0.30911

-0.31344

-0.39500

-0.47734

-0.50729

-0.46605

-0.43363

-0.34218

-0.21114

-0.14858

-0.07231

-0.06890

-0.06748

-0.04442

-0.04279

-0.01453 0.54928 0.55379 0.62013 0.62453 0.68919 0.62436 0.60295 0.53364 0.30831 0.30442 0.30052 0.26435 1.18109 1.14782 1.06339 0.63375 0.45014 0.45272 0.45602 0.45272 0.45250 0.45602 0.03092

-0.01582

-0.38484

-0.38768

-0.24331

-0.10261

-0.02714

-0.02486

-0.79799

-1.77042

-2.23204

-2.27029

-2.28106

-2.33075

-2.33208

-2.01531 0.39628 0.38430 0.22327 0.21233 0.09562

-0.20426

-0.21947

-0.20308 0.20170 0.21478 0.22806 0.36135 Design Analysis DA-MIE-2002-063 Appendix A Revision 0

Date 101311/2002 LOADING CASE NO.

15 S ST S YS TE M S, I N C.

R-1 PAGE NO.

25 S ST SYSTEMS I NC.

++ DST/PIPESTRESS ++

R.E. GINNA STATION Version 3.4.08e IBM-PC Dec. 1994 CALCULATION NUMBER 1

SERVICE WATER SYSTEM, SW-300 CODE ANSI/ASME B31.1 ASME-1973 REV S73 Walter Tono 11/05/:2 14:52:33 176]

OPER WEIGHT ANALYSIS - Deadweight + Waterhammer GLOBAL DISPLACEMENTS IN INCHES POINT 3232 3231 3230 3225 3215 3210 4530 4520 4510 4500 3232 3236 3240 3245 3255 3270 3275 3278 6502 3280 3285 3290 3305 3310 3320 6503 3325 3343 6504 3355 3370 3378 6505 3390 3395 3400 3415 3420 D(X)

D(Y)

D(Z)

-0.014

-0.013

-0.002 0.000 0.000 0.000 0.000 0.000

-0.014

-0.013

-0.009 0.000

-0.001

-0.001 0.000

-0.001 0.002 0.002 0.001 0.000

-0.003

-0.004

-0.008

-0.022

-0.025

-0.026

-0.024

-0.001 0.000 0.000

-0.011

-0.010

-0.008

-0.006

-0.004

-0.003

-0.001

-0.011

-0.012

-0.013

-0.001

-0.010

-0.014

-0.023

-0.027

-0.020

-0.016

-0.011

-0.002 0.011 0.011

-0.002

-0.005

-0.006

-0.003

-0.008

-0.009

-0.010

-0.001 0.000 0.000 0.000 0.000 0.000

-0.008

-0.007

-0.006

-0.001 0.006 0.001 0.000 0.000 0.000 0.001 0.001 0.002 0.008 0.010 0.010 0.011 0.011 0.001 0.000 0.000 ROTATIONS IN RADIANS*1000.

R(X)

R(Y)

R(Z)

-0.20162

-0.20533

-0.20998

-0.23955

-0.38708

-0.51598

-0.51612

-0.48492

-0.14000

-0.05826

-0.20162

-0.24592

-0.28642

-0.47011

-0.56205 1.01860 1.17034 1.17225 1.25062 1.25164 1.25839 1.10564

-1.13860

-1.31937

-1.31227

-1.22443

-0.99057

-0.23508

-0.18462

-0.17253

-0.25286

-0.18291

-0.18469

-0.16845

-0.14367

-0.26062

-0.35876

-0.30377 0.25922 0.25857 0.25499 0.22166 0.13783 0.10489 0.10387 0.09111 0.01858 0.00942 0.25922 0.25492 0.25093 0.21696 0.18196

- 0'.

038 36

-0.05373

-0.05400

-0.06778

-0.06799

-0.07342

-0.08971

-0.17080

-0.14592

-0.14560

-0.14171

-0.13364

-0.11232

-0.11248

-0.11560

-0.13112

-0.13537

-0.13678

-0.13370

-0.12800

-0.04102

-0.02246 0.00127 0.38167 0.41318 0.43297 0.39868 0.33618 0.31843 0.31818 0.31472 0.08525 0.04637 0.38167 0.36495 0.35127 0.23640 0.13412

-0.38898

-0.42806

-0.42896

-0.45860

-0.45880

-0.43700

-0.23576

-0.87375

-1.14083

-1.15980

-1.15341

-1.16672

-1.20909

.- 1.20620

-1.05776

-0.52515

-0.45160

-0.43466

-0.41853

-0.42039

-0.32938

-0.28198

-0.25572 Design Analysis DA-ME-2002-063 Appendix A Revision 0

Date 10/31i/2002 LOADING CASE NO.

15 RE-6

R-1 PAGE NO.

26 SST

SYSTEMS, INC.

++ DST/PIPESTRESS +*

R.E. GINNA STATION Version 3.4.08e IBM-PC Dec. 1994 CALCULATION NUMBER 1

SERVICE WATER SYSTEM, SW-300 CODE ANSI/ASME B31.1 ASME-1973 REV S73 Walter Tono 11/05/:2 14:52:33 (771 OPER WEIGHT ANALYSIS - Deadweight + Waterhammer GLOBAL DISPLACEMENTS IN INCHES POINT 3423 3425 115 120 125 135 140 145 630 638 640 650 960 935 905 895 860 845 820 2200 2230 2255 3255 3270 3355 3370 940 1835 2145 2270 3325 833 D(X)

D(Y)

D(Z) 0.000 0.000 0.003 0.001 0.000 0.000 0.000 0.000 0.004 0.003 0.003 0.000 0.026 0.053 0.002

-0.011

-0.009 0.005 0.005 0.000

-0.059

-0.052

-0.009 0.000

-0.008

-0.022 0.054 0.000 0.010

-0.017 0.000 0.008

-0.002

-0.001

-0.011

-0.005

-0.004

-0.003

-0.001 0.000

-0.014

-0.011

-0.008

-0.004

-0.011

-0.019

-0.012

-0.003 0.000

-0.020

-0.049

-0.004

-0.001

-0.002

-0.011

-0.001 0.000

-0.010

-0.002

-0.016 0.000 0.000 0.011 0.007 0.005 0.004 0.001 0 001 0.001

-0.001

-0.002

-0.002 0.011 0.041 0.051 0.051 0.051 0.051 0.005 0.000

-0.055

-0.019

-0.006

-0.006 0.002 0.008 0.041 0.000 0.001 0.016 0.000 0.028 ROTATIONS IN RADIANS*1000.

R(X)

R(Y)

R(Z)

-0.24828

-0.06334 0.64224 0.76575 0.70026 0.55078 0.18391 0.05499 0.47663 0.27379 0.26688 0.15195

-0.10567 0.03617

-0.13993

-0.12174

-0.15080 0.24781 0.43544 0.88650 1.51743 0.06455

-0.56205 1.01860

-0.17253

-0.25286 0.00802

-0.17750

-1.16937 0.39596

-0.99057 1.36160 0.00395 0.00224 0.28268

-0.14577

-0.20954

-0.26925

-0.16987

-0.06580

-0.08686 0.01477 0.02293 0.14017 0.49562

-0.19708

-0.35955

-0.16789 0.12783 0.13139 0.02678

-0.21114

-0.01453 0.68919 0.18196

-0.03836

-0.11560

-0.13112

-0.16559

-1.00963

-0.31344 0.62436

-0.13364

-0.03861

-0.22728

-0.07032

-0.34497

-0.36337

-0.36748

-0.24179

-0.11366

-0.04331

-0.18097

-0.32498

-0.33332

-0.57103 0.07479 0.45486 0.52910 0.45652 0.25050 0.10740

-0.29378

-0.79799

-2.01531 0.09562 0 13412

-0.38898

-1.05776

-0.52515 0.43741 0.35003

-0.01582

-0.20426

-1.16672

-0.06493 Design Analysis DA-ME-2002-063 Appendix A Revision 0

Date 10131//2002 LOADING CASE NO.

15 RE-6 RE-6 RE-1 RE-1 RE-1 RE-1 RE-1 RE-1 RE-1 RE-2 RE-1 RE-1 RE-1 RE-2 RE-1 RE-1 RE-I RE-3 RE-2 RE-1 RE-3 RE-1

PAGE NO.

27 S S T S YS TEMS S

I NC.

++ DST/PIPESTRESS ++

R.E. GINNA STATION Version 3.4.08e IBM-PC Dec. 1994 CALCULATION NTMBER 1

SERVICE WATER SYSTEM, SW-300 CODE ANSI/ASME B31.1 ASME-1973 REV S73 Walter Tono 11/05/:2 14:52:33 (78]

LOADING CASE NO.

15 OPER WEIGHT ANALYSIS - Deadweight + Waterhammer FORCE BALANCE POINT FORCES IN LB -----------------

NO.

210 960 940 935 905 895 1800 860 845 833 820 800 115 70 10 630 650 700 1835 1860 1870 1865 2100 1900 2130 2140 2135 2145 2200 2230 2255 2270 3232 4500 3255 3270 3325 3355 FX 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 MOMENTS IN FT LB ---------------

FY 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000

0. 0000000 0.0000000 0.0000000 0.0000 000 0.0000000 0.0000000 0.0000000

0. 0000 000

0. 00 00000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000

0. 0000000 0.0000000 0.0000000 0.0000000 0.0000000

0. 0000 000 0.0000000

0. 00000 00 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000

0. 000 0000 0.0000000

0. 000 0000

0. 0000000 0.0000 000

0. 0000000

0. 000 0000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 Design Analysis DA-ME-2002-063 Appendix A Revision 0

Date 10/31//2002 MY R-2 Mz 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0

000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0 0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000

SST SYSTEMS INC.

R-2 PAGE NO.

28

+÷ DST/PIPESTRESS ÷÷ R.E. GINNA STATION Version 3.4.08e IBM-PC Dec. 1994 CALCULATION NUMBER 1

SERVICE WATER SYSTEM, SW-300 CODE ANSI/ASME B31.1 ASME-1973 REV S73 Walter Tono 11/05/:2 14:52:33

[79]

LOADING CASE NO.

15 OPER WEIGHT ANALYSIS - Deadweight + Waterhammer FORCE BALANCE POINT FORCES IN LB ----------------

NO.

FX FY FZ 3370 3425 145 SUPPORTS 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 MOMENTS IN FT LB ---------------

0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000

-5153.9530114 3200.0000000 Design Analysis DA-ME-2002-063 Appendix A Revision 0

Date 10/31//2002

S S T S Y S T E M S I N C R-3 PAGE NO.

29

+÷ DST/PIPESTRESS 4+

R.E.

GINNA STATION Version 3.4.08e IBM-PC Dec. 1994 CALCULATION NUMBER 1

SERVICE WATER SYSTEM, SW-300 CODE ANSI/ASME B31.1 ASME-1973 REV S73 Walter Tono 11/05/:2 14:52:33 (80]

LOADING CASE NO.

15 OPER WEIGHT ANALYSIS - Deadweight + Waterhammer EQUATION 11 SUSTAINED LOAD STRESSES IN PSI ----------

GLOBAL POINT FORCES IN POUNDS ---

NO.

FX FY FZ

---.- MOMENTS IN FOOT POUNDS ----

.75 WEIGHT MX MY MZ SIF STRESS LOCAL L PRES TOTAL STRESS STRESS STRESS

/ SH

ALLOWABLE STRESS 384.

-259.

259.

-107.

107.

-87.

87.

93.

-93.

175.

-175.

63.

-63.

-109.

109.

18.

-18.

-137.

137.

-696.

696.

-885.

885.

-645.

645.

-387.

387.

679.

-679.

803.

146.

-145.

145.

-213.

213.

-242.

242.

-242.

242.

-254.

254.

-170.

170.

-24.

24.

762.

-762.

827.

-827.

942.

-942.

827.

-827.

569.

-569.

407.

-407.

-32.

32.

-194.

Design Analysis DA-ME-2002-063 Appendix A Revision 0

Date 10/31//2002 15000.

ANCHOR REDUCER LR ELBOW LR ELBOW TANGENT LR ELBOW LR ELBOW TANGENT TANGENT LR ELBOW TANGENT TANGENT TANGENT LR ELBOW TANGENT LR ELBOW 210 210 220 220 990 990 985 985 980 980 970 970 965 965 960 960 950 950 945 945 940 940 935 935 930 930 925 925 915 915 910

60.

-60.

60.

-60.

60.

-60.

60.

-60.

60.

-60.

60.

-60.

60.

-60.

60.

-60.

60.

-60.

60.

-60.

-229.

229.

-229.

229.

-229.

229.

-229.

229.

-229.

229.

-325.

303.

-303.

218.

-218.

175.

-175.

49.

-49.

-37.

37.

-122.

122.

-203.

-241.

-197.

197.

-240.

240.

-344.

364.

-391.

-243.

182.

-182.

140.

-140.

-7.

7.

-50.

77.

-77.

77.

-77.

77.

-77.

77.

-77

77.

-77.

77.

-77

77.

-77

77.

-77.

77.

-77.

77.

-77.

490.

-490.

490.

-490.

490.

-490.

490.

-490.

490.

-490.

-466.

372.

-372.

25.

-25.

-63.

63.

-203.

203.

-267 267.

-267.

267.

-440.

440.

-313.

313.

-377.

377.

-377.

377.

-377.

377.

-377.

377.

-310.

310 129.

-129 196.

1.500 1.500 1.830 1.830 1.830 1.829 1.000 1.000 1.829 1.829 1.829 1.829 1.000 1.000 1.000 1.000 1.829 1.829 1.000 1.000 1.000 1.000 1.000 1.000 1.829 1.829 1.000 1.000 1 829 1.829 1316.

509.

621.

314.

346.

189.

235.

430 534.

534.

422.

231.

324.

588.

1076.

1200.

656 879.

879.

906.

670.

1226.

837.

458.

494.

903.

1108.

887.

1004.

1004 1004 1004.

1004.

1004 1004 1004 1004.

1004.

2203.

1513.

1625.

1318.

1350.

1194.

1240.

1435.

1538.

1426.

1235.

1328.

1593.

2080.

2205.

1661.

1883.

1910.

1675.

2230.

1842.

1462.

1498.

1908.

2113.

0.147 0.101 0.108 0.088 0.088 0.090 0.080 0.083 0.096 0.103 0.103 0.095 0.082 0.089 0.089 0.106 0.139 0.147 0.111 0.126 0.126 0.127 0.127 0.112 0.149 0.123 0.097 0.100 0.127 0.141

S S T S Y S T E M S I N C R-3 PAGE NO.

30 DST/PIPESTRESS --

R.E. GINNA STATION Version 3.4.08e IBM-PC Dec.

1994 CALCULATION NUMBER 1

SERVICE WATER SYSTEM, SW-300 CODE ANSI/ASME E31.1 ASME-1973 REV S73 Walter Tono 11/05/:2 14:52:33 (81]

LOADING CASE NO.

15 OPER WEIGHT ANALYSIS - Deadweight + Waterhammer EQUATION 11 SUSTAINED LOAD

--STR IN PSI ----------

GLOBAL FORCES IN POUNDS FX FY FZ MOMENTS IN FOOT POUNDS ----

.75 WEIGHT MX MY MZ SIF STRESS LOCAL

ALLOWABLE STRESS

-229.

229.

42.

-42.

42.

-42.

37.

-37.

37.

-37.

37.

-37.

37.

-37.

37.

-37.

-12.

12.

-12.

12.

-12.

12.

-12.

12.

-12.

12.

-177.

177.

-177.

50.

-183.

183.

-399.

-375.

-106.

127.

-271.

-63.

-398.

409.

-472.

472.

-557.

557.

-584.

614.

-656.

656.

-741.

741.

-769.

25.

-96.

96.

-128.

490.

-490.

490.

-490.

490.

-490.

501.

-501.

501.

-501.

501.

-501

-2699.

2699.

-2699.

2699.

-60.

60.

-60

60.

-60.

60.

-60.

60.

-60.

60.

910 905 905 895 895 1800 1800 1800 1800 860 860 845 845 840 840 835 835 833 833 830 830 825 825 820 820 810 810 800 800 800 800 90 90

-803.

518.

-518.

-646.

646.

547.

-584.

53.

-53

-1370.

1370.

-1884.

1884.

300.

-300.

1649.

-1649.

1696.

-1696.

1263.

-1263.

984.

-984.

927.

-927.

881.

-501.

309.

-309.

194.

-757.

757.

-589.

589.

-218.

262.

-163.

163.

151.

-151.

195.

-195.

232.

-232.

232.

-232.

232.

-232.

181.

-181.

154.

-154.

87.

-87.

57.

185.

-185.

185.

15000.

-196.

196.

-196.

196.

-196.

196.

-182.

182.

-182 182.

-182.

182.

-182.

219.

-219.

237.

-237.

228.

-228.

-277.

277.

-556.

556.

.- 613.

613.

-659.

249.

-146.

146.

1.000 1.000 1.000 1.000 1.000 1.674 1.674 1.000 1.000 1.000 1.000 1.000 1.829 1.829 1.000 1.000 1.000 1.000 1.426 1.426 1.000 1.000 1.000 1.000 1.000 1.382 1.382 1.000 1.500 L PRES TOTAL STRESS STRESS STRESS

/ SH 606.

1004.

669.

1004.

669.

1004.

640.

1004.

640.

1004.

742.

1004.

795.

1004.

179.

1004.

179.

1004.

993.

1004.

993.

1004.

1358.

1004.

2485.

1004.

572.

1004.

313.

1004.

1201 1004.

1201.

1004.

1233.

1004.

1758.

1004.

1328.

1004.

932.

1004.

814.

1004.

814.

1004.

796.

1004.

796.

1004.

1087.

1004.

582.

1004.

278.

1004.

416.

1004.

1610.

1674.

1644.

1746.

1800.

1183.

1997.

2363.

3489.

1576.

1317.

2206.

2237.

2762.

2333.

1936.

1819.

1800.

2092.

1586.

1282.

1421.

Design Analysis DA-ME-2002-063 Appendix A Revision 0

Date 10/31112002 POINT NO.

TANGENT TANGENT TANGENT WELDOLET WELDOLET TANGENT TANGENT TANGENT LR ELBOW TANGENT TANGENT LR ELBOW TANGENT TANGENT TANGENT TEE TEE REDUCER

-36.

-330.

4.

330.

-4.

-330.

0.107 0.112 0.112 0.110 0.110 0.116 0.120 0.079 0.079 0.133 0.133 0.158 0.233 0.105 0.088 0.147 0.147 0.149 0.184 0.156 0.129 0.121 0.121 0.120 0.120 0.139 0.106 0.085 0.095

S S T S Y S T E M S, I N C.

R-3 PAGE NO.

31

++ DST/PIPESTRESS

+÷ R.E. GINNA STATION Version 3.4.08e IBM-PC Dec. 1994 CALCULATION NUMBER 1

SERVICE WATER SYSTEM, SW-300 CODE ANSI/ASME B31.1 ASME-1973 REV S73 Walter Tono 11/05/:2 14:52:33 C821 LOADING CASE NO.

15 OPER WEIGHT ANALYSIS - Deadweight + Waterhammer EQUATION 11 SUSTAINED LOAD GLOBAL POINT FORCES NO.

FX IN POUNDS ---

FY FZ MOMENTS IN FOOT POUNDS ----

STRESSES IN PSI ---------

.75 WEIGHT L PRES TOTAL STRESS MX MY MZ SIF STRESS LOCAL 95 TANGENT 95 98 TANGENT 98 100 LR ELBOW 100 110 TANGENT 110 115 WELDING TEE 800 TANGENT 800 790 TANGENT 790 70 WELDING TEE WELDING TEE TANGENT REDUCER TANGENT TANGENT TANGENT LR ELBOW TANGENT 70 70 70 65 65 60 60 58 58 56 56 50 50 45 45 40 177.

-177.

177.

-177.

177.

-177.

177.

-177.

177.

165.

-165.

165.

-165.

56.

-56.

56.

-56.

56.

-56.

56.

-56.

56.

-56.

56.

-56.

56.

-14.

14.

-18.

48.

-53.

53.

-67.

67.

-89.

164.

-195.

195.

-227.

10

-42.

42.

-60.

60.

-64.

64.

-91.

121.

-148.

148.

-162.

162.

330.

-330.

330.

-330.

330.

-330.

330.

-330.

330.

269.

-269.

269.

-269.

156.

-156.

156.

-156.

156.

-156.

156.

-156.

156.

-156.

156.

-156.

156.

-56.

-184.

-156.

ALLOWABLE 144.

-144.

62.

-62.

-20.

20.

-155.

155.

-57.

-380.

223.

-223.

66.

-506.

414.

-414.

336.

-336.

297.

-297.

66.

-66.

-172.

172.

-174.

174.

STRESS

-185.

185.

-185.

185.

-185.

185.

-80.

80.

187.

-242.

242.

-242.

242.

-40.

40.

-40.

40.

-40.

40.

-40.

40.

-40.

40.

-40.

4.

-4.

45.

-87.

15000.

-58.

58.

-14.

14.

30.

-30.

122.

-122.

132.

410.

-313.

313.

-217.

1.500 1.000 1.000+

1.000+

1.464 1.464 1.000 1.000 1.382 1.000 1.000 1.382 1355.

903.

731.

705.

1032.

1164.

795.

879.

601.

325.

328.

189.

1.382 534.

-156.

1.000 317.

156.

1.500 476.

-128.

1.500 2027.

128.

1.000 1351.

-114.

1.000 1197.

114.

1.000 1197.

-31.

1.000+

310.

31.

1.000+

310.

54.

1.000+

690.

-54.

1.464 1011.

90.

1.464 1069.

-90.

1.000 730.

113.

1.000 557.

Design Analysis DA-ME-2002-063 Appendix A Revision 0

Date 10/31//2002 712.

712.

1004.

712.

2067.

1615.

1443.

1417.

1744.

1876.

1507.

1591.

1605.

1329.

1332.

1538.

1322.

1481.

2739.

2063.

1909.

1022.

1402.

1723.

1781.

1442.

1269.

0.138 0.108 0.096 0.096 0.094 0.116 0.125 0.100 0.106 0.107 0.089 0.089 0.089 0.103 0.088 0.099 0.183 0.138 0.127 0.127 0.068 0.068 0.093 0.115 0.119 0.096 0.085 STRESS STRESS

/ SH

M S I N C R-3 PAGE NO.

32 4+ DST/PIPESTRESS 4+

R.E. GINNA STATION Version 3.4.08e IBM-PC Dec. 1994 CALCULATION NUMBER 1

SERVICE WATER SYSTEM, SW-300 CODE ANSI/ASME B31.1 ASME-1973 REV S73 Walter Tono 11/05/:2 14:52:33 (83]

LOADING CASE NO.

15 OPER WEIGHT ANALYSIS - Deadweight + Waterhammer EQUATION 11 SUSTAINED LOAD STRESSES IN PSI ----------

FORCES IN POUNDS ---

FY FZ

56.

-56.

56.

-56.

56.

-56.

56.

-56.

109.

-109.

109.

-109.

109.

-109.

109.

-109.

109.

-109.

109.

-109.

5.

-5.

5.

"-5.

184.

-198.

198.

-203.

203.

-212.

212.

-215.

216.

-225.

225.

-230.

260.

-278.

308.

-313.

313.

-322.

322.

-325.

-20.

16.

-16.

-15.

156.

-156.

156.

-156.

156.

-156.

156.

-156.

113.

-113.

113.

-113.

113.

-113.

113.

-113.

113.

-113.

113

-113.

-11

11.

-11.

11.

MOMENTS IN FOOT POUNDS ----

.75 MX MY MZ SIF ALLOWABLE

-45.

150.

-150.

157.

-157.

173.

-173.

179.

440.

-328.

328.

-271.

271.

-1.

-30

41.

-41.

66.

-66.

75.

37.

-32.

32.

6.

STRESS 487.

-48.

48.

2.

-2.

115.

-115.

154.

-202.

141.

-141.

111.

-111.

-10.

20.

14.

-14.

90.

-90.

116.

-43.

43.

-43.

43.

Appendix A 15000.

-113.

27.

-27.

-39.

39.

"-195.

195.

-250.

29.

-17.

17.

-11.

11.

17.

-5

-98.

98

-337.

337.

-420.

-14.

17.

-17.

33.

1.464 1.464 1.500 1.500 1.000 1.000 1.000 1.000 1.382 1.000 1.000 1.000+

1.000+

1.500 1.500 1.000 1.000 1.000 1.000 1.674 1.000 1.000 1.000 WEIGHT STRESS LOCAL 816.

873.

895.

1687.

1124.

1984.

2395.

1750.

1333.

1094.

76.

203.

1116.

744 2467.

2467.

3077.

656.

636.

621.

L PRES TOTAL STRESS STRESS STRESS

/ SH 712.

712.

608.

712.

712 608.

608.

531.

1528.

1585.

1607.

2294.

1732.

2592.

3002.

2462.

2045.

1806.

788.

915.

1723.

1351.

3074.

3074 3685.

1187.

1167.

1152.

0.102 0.106 0.107 0.153 0.115 0.173 0.173 0.200 0.164 0.136 0.136 0.120 0 120 0.053 0.061 0.115 0.090 0 205 0.205 0.246 0.079 0.078 0.078 0.077 Revision 0

Date 10/31//2002 GLOBAL POINT NO.

FX

%LR ELBOW REDUCER TANGENT TANGENT ANCHOR WELDING TEE TANGENT TANGENT TANGENT JUNCTION REDUCER TANGENT TANGENT ANCHOR WELDOLET TANGENT TANGENT 40 30 30 25 25 20 20 10 10 70 70 620 620 625 625 630 650 650 660 660 690 690 700 700 1800 1800 1810 1810 1815 Design Analysis DA-ME-2002-063

R-3 PAGE NO.

33 SST SYSTEMS I NC.

÷+ DST/PIPESTRESS ++

R.E. GINNA STATION Version 3.4.08e IBM-PC Dec. 1994 CALCULATION NUMBER 1

SERVICE WATER SYSTEM, SW-300 CODE ANSI/ASME B31.1 ASME-1973 REV S73 Walter Tono 11/05/:2 14:52:33

[84]

LOADING CASE NO.

15 OPER WEIGHT ANALYSIS - Deadweight + Waterhammer EQUATION 11 SUSTAINED LOAD STRESSES IN PSI..........

GLOBAL POINT FORCES IN POUNDS ---

NO.

FX FY FZ LR ELBOW 1815 1825 TANGENT 1825 1830 TANGENT 1830 1835 TANGENT 1835 1840 TANGNT 1840 1843 TANGENT 1843 1845 TANGENT 1845 1850 VALVE 1850 1860 JUNCTION 1860 JUNCTION 1860 VALVE 1860 1870 JUNCTION 1860 VALVE 1860 1865 JUNCTION 1870 TANGENT 1870 1880 TANGENT 1880 2100 WELDING TEE 2100 WELDING TEE 2100 TANGENT 2100 1950 TANGENT 1950 1900

5.

-5.

5.

-5.

5.

-5.

4.

-4.

4.

-4.

4.

-4.

4.

-4.

4.

-4.

4.

-4.

0.

4.

-4.

4.

-4.

0.

15.

-20.

20.

-33.

33.

-56.

-79.

75.

-75.

74.

-71.

70.

-70.

68.

-68.

68.

-51.

51.

-17.

17.

-50.

47.

-47.

45.

-14.

12.

-12.

10.

-11.

11.

-i1.

11.

-11.

11.

-4.

4.

-4

4.

-4

4.

-4

4.

-4.

4.

-4.

4.

0.

-4.

4.

-4.

4.

0.

---.- MOMENTS IN FOOT POUNDS ----

.75 WEIGHT MX MY MZ SIF STRESS LOCAL

ALLOWABLE

-6.

10.

-10.

14.

-14.

25.

-25.

22.

-22.

21.

-21.

20.

-20.

17.

-17.

15.

-15.

14.

STRESS

-43.

40.

-40.

23.

-23.

-6.

6.

-8.

8.

-8.

8.

"-9.

9

-11.

11.

-12.

12.

-13.

0.

-14.

10.

9.

-1.

0.

13.

-16.

16.

-17.

0.

15000.

-33.

29.

-29.

-11.

11.

-127.

127.

-95.

95.

-88.

88.

-80.

80.

-50.

50.

-36.

36

-25.

0

0.

25.

15.

-15.

26.

6.

-3.

3.

0.

1.191 1.191 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000+

1.000+

1.000 1.000+

1.000+

740.

679.

570.

326.

1466.

1108.

1108, 1021.

1021.

940.

3067.

1966.

1168.

888 272.

367.

69.

31.

0.

L PRES TOTAL STRESS STRESS STRESS

/ SH 531.

531.

531' 531.

531.

491.

531.

1271.

1210.

1101.

857.

1997.

1639.

1552.

1471.

3558.

2457.

1659.

1379.

803.

898.

600.

562.

531.

0.085 0.081 0.073 0.057 0.057 0.133 0.133 0.109 0.109 0.103 0.103 0.098 0.237 0.164 0.111 0.092 0.054 0.060 0.040 0.037 0.037 0.035 Design Analysis DA-ME-2002-063 Appendix A Revision 0

Date 10/31//2002

SST

SYSTEMS, INC.

R-3 PAGE NO.

34

++ DST/PIPESTRESS ++

R.E. GINNA STATION Version 3.4.08e IBM-PC Dec. 1994

-- -DST ST-S CALCULATION NUMBER 1

SERVICE WATER SYSTEM, SW-300 CODE ANSI/ASME B31.1 ASME-1973 REV S73 Walter Tono 11/05/:2 14:52:33 185]

LOADING CASE NO.

15 OPER WEIGHT ANALYSIS - Deadweight + Waterhammer EQUATION 11 SUSTAINED LOAD STRESSES IN PS I GLOBAL POINT FORCES IN POUNDS ---

NO.

FX FY FZ MOMENTS IN FOOT POUNDS ----

.75 WEIGHT MX MY MZ SIF STRESS LOCAL

ALLOWABLE STRESS L PRES TOTAL STRESS STRESS STRESS

/ SH 15000.

WELDING TEE 2100 TANGENT 2100 2105 TANGENT 2105 2110 SR ELBOW 2110 2115 TANGENT 2115 2120 VALVE 2120 2130 JUNCTION 2130 JUNCTION 2130 VALVE 2130 2140 JUNCTION 2130 VALVE 2130 2135 JUNCTION 2140 TANGENT 2140 2143 TANGENT 2143 2145 TANGENT 2145 2150 SR ELBOW 2150 2160 TANGENT 2160 2170 SR ELBOW 2170 2175 TANGENT 2175 2180

4.

-4.

4.

-4.

4.

-4.

4.

-4.

4.

-4.

4.

-4.

0.

-30.

29.

-29.

27.

-27.

25.

-25.

15.

-15.

14.

11.

-11.

-25.

25.

-4.

4.

-4.

4.

-4.

4.

-4.

4.

-4.

4.

-4.

4.

0.

-8.

9.

-9.

11.

-11.

12.

-12.

15.

-15.*

16.

-9.

9.

-6.

0.

4.

12.

-4.

-9.

-4.

-27.

4.

27.

-4.

-4

-28

4.

3.

-32.

0.

-3.

20.

0.

9.

3.

-20.

0.

-9.

-3.

19.

0.

5.

3.

-19.

0.

-5.

-3.

3.

0.

-22.

3.

-3.

0.

22.

-3.

2.

0.

-23.

3.

-2

0.

23.

-3.

-8.

0.

-23.

Design Analysis DA-ME-2002-063 Appendix A Revision 0

Date 10/311/2002 1.000+

1.000+

1.518 1.575 1.575 1.000+

-32.

33.

-33.

34.

-34.

30.

-30.

-3.

3.

-7.

640:

825.

854.

1296.

1223.

389.

578.

1219.

1403.

1403 1432.

1875.

1801.

967.

0.081 0.094 0.094 0.095 0.125 0.120 0.120 0.064

7.

-5.

-1.

0.

17.

-17.

17.

-17.

17.

-16.

16.

-9.

9.

-8.

8.

-7.

0.

7.

4.

-4.

S.

"-5.

6.

-6.

6.

-6.

-3.

3.

-3.

3.

-2.

5.

46

-46

49.

-49.

0.

-4.

4.

-7.

7.

-8.

8.

-2.

1.000 1.000 1.000 1.000 1.000 1.000 1.518 1.575 1.575 1.000+

1.518 1 575 1.575 1.000+

265 992.

992.

1066.

228.

346.

302.

507.

769.

820.

504.

578.

578 578.

578.

578 578.

843.

1570.

1570 1644.

1644.

807.

925.

880.

1085.

1348.

1399.

1399 1083.

0.056 0.105 0.105 0.110 0.110 0.054 0.062 0.059 0.059 0.072 0.090 0.093 0.093 0.072

S S T S Y S T E M S I N C.

R-3 PAGE NO.

35

+ DST/PIPESTRESS ++

R.E.

GINNA STATION Version 3.4.08e IBM-PC Dec.

1994

-- -ST/

ES S

-÷----------------------------------------------------------------

CALCULATION NUMBER 1

SERVICE WATER SYSTEM, SW-300 CODE ANSI/ASME B31.1 ASME-1973 REV S73 Walter Tono 11/05/:2 14:52:33

[86)

LOADING CASE NO.

15 OPER WEIGHT ANALYSIS - Deadweight + Waterhammer EQUATION 11 SUSTAINED LOAD STRESSES IN PSI ----------

GLOBAL POINT FORCES IN POUNDS ---

NO.

FX FY FZ

---.- MOMENTS IN FOOT POUNDS ----

.75 MX MY MZ SIF WEIGHT STRESS LOCAL L PRES TOTAL STRESS STRESS STRESS

/ SH ALLOWABLE STRI SR ELBOW 2180 2185 TANGENT 2185 2200 TANGENT 2200 2210 SR ELBOW 2210 2215 TANGENT 2215 2220 TANGENT 2220 2223A 2223 SR ELBOW 2223 2223B 6500 TANGENT 6500 2225 TANGENT 2225 2230 TANGENT 2230 2245 TANGENT 2245 2248A 2248 SR ELBOW 2248 2248B 6501 TANGENT 6501 2250 TANGENT 2250 2255 TANGENT 2255 2270 TANGENT 2270 2275 SR ELBOW 2275 2280

3.

-3.

3.

-3.

5.

-5.

5.

-5.

5.

-5.

5.

-5.

4.

-5.

5.

-5.

5.

-5.

5.

-5.

5.

-5.

5.

-5.

5.

-5.

5.

-5.

-4.

4.

-4.

4.

8.

-10.

10.

-56.

64.

-85.

85.

-87.

87.

-88.

88.

-89.

89.

-89.

89

-90.

90.

-95.

-42.

-20.

20.

-20.

20.

-21.

21.

-22.

22.

-28.

-18.

-17.

17.

-19.

19.

-20.

0.

-1.

1.

-1.

1.

-1.

1.

-1.

1.

-1.

1.

-1.

1.

-1.

1.

-1.

1.

-1.

1.

-1

1.

-1.

1.

-1.

1.

-1.

1.

-9.

9.

-9.

23.

-23.

23.

-20.

20.

-18.

18.

-6.

6.

4.

-4.

8.

-8.

13.

-13.

13.

-13.

13.

-13.

13.

-13.

13.

-13.

12.

-12.

11.

-11.

-7.

7.

-5.

5.

-9.

9.

-1 1

-1

-I

9.

-10.

Design Analysis DA-ME-2002-063 SS 15000.

2.

1.518 766.

2.

0.

1.575 793.

2.

0.

1.575 793.

2.

26.

1.000 705.

2.

-26.

1.000 705.

2.

43.

1.000 995.

2.

-43.

1.518 1510.

2.

32.

1.575 1088.

2.

-32.

1.575 1088.

3

22.

1.000+

477.

3.

-22.

1.000+

477.

3.

18.

1.000+

427.

3.

-18.

1.518 648.

4.

6.

1.575 494.

4.

-6.

1.575 494.

4.

0.

1.000+

291.

4.

0.

1.000+

291.

4.

-87.

1.000 1885.

4.

87.

1.000 1885.

0.

27.

1.000 676.

0.

-27.

1.000 676.

0.

26.

1.000+

654.

0.

-26.

1.518 993.

.0.

23.

1.575 929.

.0.

-23.

1.575 929.

.0.

22.

1.000+

565.

.0.

-22.

1.000+

565.

7.

4.

1 000 223.

7.

-4.

1.000 223.

.0.

6.

1.000 265.

10.

-6.

1.000 265.

6.

2.

1.000

' 242.

-6.

-2.

1.518 367.

5.

-2.

1.575 376.

Appendix A 578.

578.

1344.

1371.

1284.

1573.

2088.

1667.

1055.

1005.

1226.

1073.

869.

2464.

1254.

1233.

1571.

1507.

1143.

801.

843.

820.

945.

954.

0.090 0.091 0.091 0.086 0.086 0.105 0.139 0.111 0.111 0.070 0.070 0.067 0.082 0.072 0.072 0.058 0.058 0.164 0.164 0.084 0.084 0.082 0.105 0.100 0.100 0.076 0.076 0.053 0.053 0.056 0.056 0.055 0.063 0.064 Revision 0

Date 10/31//2002

SST

SYSTEMS, I N C.

R-3 PAGE NO.

36

++

DST/PIPESTRESS ++

R.E. GINNA STATION Version 3.4.08e IBM-PC Dec. 1994

-- -DST T-S CALCULATION NUMBER 1

SERVICE WATER SYSTEM, SW-300 CODE ANSI/ASME B31.1 ASME-1973 REV S73 Walter Tono 11/05/:2 14:52:33 (87)

LOADING CASE NO.

15 OPER WEIGHT ANALYSIS - Deadweight + Waterhammer EQUATION 11 SUSTAINED LOAD STRESSES IN PSI ----------

GLOBAL POINT FORCES NO.

FX IN POUNDS ---

FY FZ MOMENTS IN FOOT POUNDS ----

.75 WEIGHT MX MY MZ SIF STRESS LOCAL L PRES TOTAL STRESS STRESS STRESS

/ SH

ALLOWABLE STRESS TANGENT 2280 2290 TANGENT 2290 3235 TANGENT 3235 3234 TANGENT 3234 3233 TANGENT 3233 3232 WELDING TEE 3232 WELDING TEE 3232 TANGENT 3232 3231 TANGENT 3231 3230 LR ELBOW 3230 3225 TANGENT 3225 3215 LR ELBOW 3215 3210 TANGENT 3210 4530 TANGENT 4530 4520 SR ELBOW 4520 4510 TANGENT 4510 4500 ANCHOR 4500 WELDING TEE 3232 TANGENT 3232 3236

-4.

4.

-4.

4.

-4.

4.

-4.

4.

-4.

4.

-4.

4.

-4.

4.

-4.

4.

-4.

4.

-4.

4.

-4.

4.

-4.

4.

-4.

4.

-4.

4.

20.

-49.

49.

-50 64

-64.

64.

-69.

69.

-70.

64.

-66.

66.

-69.

69.

-73.

73.

-95.

95

-99.

99.

-99.

99.

-101.

101.

-103.

103.

-104.

-9.

9.

-9.

9.

-9

9.

-9.

9.

-9.

9.

-9.

9.

-9.

9.

-9.

9.

-9.

9.

-9.

9.

-9.

9.

-9.

9.

"-9.

9

-9.

9.

0.

7.

0.

-9.

0.

10.

33.

-33.

34.

-34.

35.

-35.

42.

-42.

44.

-3.

3.

-3.

3.

-3.

6.

-6.

29.

-29.

2.

-2.

0.

-28.

28.

-49.

49.

-49.

-40.

40.

-5.

5.

-5.

5.

-5.

5.

-5.

5.

-5.

5.

0.

2.

-2.

5.

-5.

8.

-8.

8.

-8.

6.

-6.

6.

-6.

5.

-5.

6.

-6.

8.

-5.

5.

Appendix A 15000.

2.

-20.

20.

-20

20.

-21.

21.

-24.

24.

-25.

45.

-29.

29.

-8.

8.

13.

-13.

2.

-2.

1.

-1.

1.

-1.

1.

-1.

21.

-21.

39.

1.575 1.000+

1.000+

1.000.

1.000 1.000 1.000 1.191 1.191 1.000 1.000 1.191 1 191 1.000 1.000 1.000 1.000 1.518 1.575 1.575 1.000+

376.

839.

839 856.

856.

873.

1033.

863.

514.

333.

115.

137.

216.

181.

343.

408.

92.

147.

140.

618.

939.

1801.

1339.

578.

578 578.

578.

531.

531 578.

578.

954.

1417.

1434.

1451.

1611.

1441.

1045.

864.

646.

668.

747.

712.

874.

939.

623.

725.

718.

1197.

1517.

2379.

1917.

0.064 0.094 0.094 0.096 0.096 0.097 0.097 0.107 0.107 0.096 0.070 0.058 0 058 0.043 0.045 0.050 0.047 0.058 0 063 0 042 0.048 0.048 0.048 0.080 0.101 0.159 0.159 0.128

-21.

1.000 515.

531.

1047.

0.070

19.

1 000 506 531.

1037.

0.069 Revision 0

Date 10/31//2002 Design Analysis DA-ME-2002-063

R-3 PAGE NO.

37 SS T

SYSTEMS, INC.

.+ DST/PIPESTRESS ++

R.E. GINNA STATION Version 3.4.08e IBM-PC Dec. 1994 CALCULATION NUMBER 1

SERVICE WATER SYSTEM, SW-300 CODE ANSI/ASME B31.1 ASME-1973 REV S73 Walter Tono 11/05/:2 14:52:33

[88]

LOADING CASE NO.

15 OPER WEIGHT ANALYSIS - Deadweight + Waterhammer EQUATION 11 SUSTAINED LOAD STRESSES IN PSI ----------

GLOBAL POINT FORCES IN POUNDS ---

NO.

FX FY FZ MOMENTS IN FOOT POUNDS ----

.75 WEIGHT MX MY MZ SIF STRESS LOCAL L PRES TOTAL STRESS STRESS STRESS

/ SH TANGENT 3236 3240 LR ELBOW 3240 3245 TANGENT 3245 3255 TANGENT 3255 3270 TANGENT 3270 3275 TANGENT 3275 3278A 3278 LR ELBOW 3278 3278B 6502 TANGENT 6502 3280 TANGENT 3280 3285 LR ELBOW 3285 3290 TANGENT 3290 3305 LR ELBOW 3305 3310 TANGENT 3310 3320A 3320 LR ELBOW 3320 3320B 6503 TANGENT 6503 3325 TANGENT 3325 3343A 3343 BEND 3343 3343B 6504 Design Analysis DA-ME-2002-063 Appendix A Revision 0

Date 10/31/12002

0.

-4.

4.

-4.

4.

-4.

4.

-4.

4.

-4.

4.

-4.

4.

-4.

4.

-4.

4.

-4.

4.

-4.

4.

-4.

4.

2.

-2

2.

-2.

9.

-33.

51.

-15.

15.

-32.

-33.

-51.

-83.

77.

-77.

77.

-77.

75.

-75.

75.

-75.

70.

-70.

65.

-65.

-125.

125.

-129.

129.

-131.

131.

-133.

133.

-140.

-55.

33.

-33.

29.

0.

0

0.

0

5.

-5.

5.

-5

ALLOWABLE

-40.

40.

-40.

36.

-36.

-7.

7.

-92.

92.

-35.

35.

-34.

34.

-17.

17.

-16.

16.

13

-13.

28.

-28.

35.

-35.

5.

-5.

-16.

16.

-46.

46.

-145.

145

-36.

36.

-21.

STRESS

-5.

5.

-5.

5.

-5.

6.

-6.

8.

-8.

5.

-5.

5.

-5

4.

-4.

4.

-4.

2.

-2.

1.

-1.

1.

-1.

0.

-1.

1.

-2.

2.

"-5.

5

0.

15000.

-19.

17.

-17.

13.

-13.

13.

-13.

13.

-13.

13.

-13.

13.

-13.

6.

-6.

5.

-5.

-24.

24.

-38.

38.

55.

-55.

31.

-31.

12.

-12.

2.

-2.

9.

-9.

2.

-2.

1.000 1.000 1.191 1.191 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.191 1.191 1.000 1.000 1.000 1.000 1.191 1.191 1.000 1.000 1.191 1.191 1.000 1.000 1.191 1.191 1.000 1.000 1.000 1.000 1.000 1.000 506.

496.

591.

522.

438.

175.

1050.

424.

411.

490.

248.

208.

196.

308.

367.

627.

527.

736 877.

417.

350.

231.

275.

625.

524.

1638.

411.

239.

531.

531 531.

531.

1037.

1027.

1122.

1053.

969.

706.

1581.

955.

942.

1021.

779.

739.

727.

839.

898.

1158.

1058.

1267.

1408.

948.

881.

762.

806.

1156.

1055.

2169.

2169 942.

942.

770.

0.069 0.068 0.075 0.070 0.065 0.047 0.047 0.105 0.105 0.064 0.064 0.063 0.068 0.052 0.049 0.048 0.048 0.056 0.060 0.077 0.071 0.084 0.094 0.063 0.059 0.051 0.054 0.077 0.070 0.145 0.145 0 063 0.063 0.051

SST SYSTEMS.,

NC.

++ DST/PIPESTRESS

++

R.E. GINNA STATION R-3 PAGE NO.

38 Version 3.4.08e IBM-PC Dec. 1994 CALCULATION NUMBER 1

SERVICE WATER SYSTEM, SW-300 CODE ANSI/ASME B31.1 ASME-1973 REV S73 Walter Tono 11/05/:2 14:52:33

[891 LOADING CASE NO.

15 OPER WEIGHT ANALYSIS - Deadweight + Waterhammer EQUATION 11 SUSTAINED LOAD STRESSES IN PSI GLOBAL FORCES IN POUNDS ---

FX FY FZ

---.- MOMENTS IN MX FOOT POUNDS ----

.75 WEIGHT MY MZ SIF STRESS LOCAL L PRES TOTAL STRESS STRESS STRESS

/ SH TANGENT 6504 3355 TANGENT 3355 3370 TANGENT 3370 3378A 3378 LR ELBOW 3378 3378B 650$

TANGENT 6505 3390 LR ELBOW 3390 3395 TANGENT 3395 3400 LR ELBOW 3400 3415 LR ELBOW 3415 3420 REDUCER 3420 3423 TANGENT 3423 3425 ANCHOR 3425 115 115 120 120 125 125 135

2.

-2.

2.

-2.

2.

-2.

2.

-2.

2.

-2.

2.

-2.

2.

-2.

2.

-2.

2.

-2.

2.

-2.

2.

-2.

-177.

177.

-177.

177.

-177.

177.

-29.

1.

-42.

-49.

-15.

-4.

4.

-6.

6.

-12.

12.

-16.

16.

-61.

61.

-65.

65.

-69.

69.

-72.

72.

-75.

89.

-103.

103.

-107.

107.

-111.

5.

-5.

5.

-5.

5.

-5.

5.

-5.

5.

-5.

5.

-5.

5.

-5,

5.

-5.

5.

-5.

5.

-5.

5.

-5.

-330.

330.

-330.

330.

-330.

330.

ALLOWABLE

21.

-21.

-14.

14.

-3.

3.

-4.

4.

-6.

6.

-6.

6.

20.

-20.

5.

-5.

-24.

24.

-34.

34.

-53.

57.

111.

-111.

178.

-178.

217.

-187.

-132.

1.464 1288.

712.

2000.

182.

41.

1.464 1189.

712.

1901.

-182.

-41.

1.500 1218.

712.

1930.

122.

-14.

1.500 2256.

608.

2864.

-122.

14.

1'500 2256.

608.

2864.

40.

-62.

1.333 2124.

608.

2732.

Design Analysis DA-ME-2002-063 Appendix A Revision 0

Date 10/31//2002 POINT NO.

STRESS

0.

1.

-1.

1.

-1.

0.

-3.

3.

-4.

4.

-4.

4.

-4.

4.

-3.

3.

-1.

1.

2.

15000.

2.

-20.

20.

"-5.

5.

-10.

10.

-9.

9.

-3.

3.

0.

-11.

11.

-2.

2.

-9.

9.

-27.

27.

-59.

1.000 1.000 1.000 1.000 1.000 1.000 1.191 1.191 1.000 1.000 1.191 1.191 1.000 1.000 1.192 1.192 1.192 1.191 1.500 1.500 1.000 1.000 239.

329.

170.

116.

138.

131.

110.

84.

100.

99.

83.

263.

313.

90.

346.

436.

1403.

935.

1689.

531.

578.

770.

860.

701.

647.

669.

662.

641.

615.

631.

630.

614.

794.

844.

621.

877.

967.

1981.

1513.

2267.

0.051 0.057 0.057 0.047 0.047 0.043 0.045 0.044 0.043 0.041 0.042 0.042 0.041 0.053 0.056 0.041 0.041 0.058 0.064 0.132 0.101 0.151 0.133 0.127

0. 129 0.191 0.191 0.182 JUNCTION LR ELBOW REDUCER LR ELBOW

R-3 PAGE NO.

39

++ DST/PIPESTRESS ++

R.E. GINNA STATION Version 3.4.08e IBM-PC Dec.

1994 CALCULATION NUMBER 1

SERVICE WATER SYSTEM, SW-300 CODE ANSI/ASME B31.1 ASME-1973 REV S73 Walter Tono 11/05/:2 14:52-33

[90]

LOADING CASE NO.

15 OPER WEIGHT ANALYSIS - Deadweight + Waterhammer EQUATION 11 SUSTAINED LOAD

STRESSES IN PSI -----------

GLOBAL POINT FORCES NO.

FX 135 140 140 145 145 630 630 638 638 640 640 650

-177.

177.

-177.

177.

109.

-109.

109.

-109.

109.

-109.

IN POUNDS ---

FY FZ 111.

-120.

120.

-123.

278.

-292.

292.

-294.

294.

-308.

-330.

330.

-330.

330.

113.

-113.

113.

-113.

113.

-113.

MOMENTS IN FOOT POUNDS ----

.75 WEIGHT MX MY MZ SIF STRESS LOCAL

ALLOWABLE

-217.

226.

-226.

229.

1.

84.

-84.

70.

-70.

30.

STRESS

-40.

-194.

194.

-274.

10.

-70.

70.

-70.

70.

-20.

15000.

62.

-149.

149.

-180.

-17.

87.

-87.

100.

-100.

5.

1.000 1.000 1.000 1.000 1.464 1.464 1.000 1.000 1.464 1.464 1594.

2316.

2786.

111.

765.

523.

528.

772.

199.

L PRES TOTAL STRESS STRESS STRESS

/ SH 608.

608.

712.

2202.

2924.

3394.

823.

1477.

1235.

1240.

1484.

911.

0.147 0.195 0.195 0.226 0.055 0.098 0.082 0.083 0.099 0.061 MAX STRESS RATIO -

0.246 AT POINT 700 Design Analysis DA-ME-2002-063 MAX MOMENT RATIO -

Appendix A 0.205 AT POINT 700 Revision 0

Date 10/31//2002 TANGENT TANGENT ANCHOR JUNCTION LR ELBOW TANGENT LR ELBOW S ST SY ST E MS,

I N C.

/

R-6 PAGE NO.

40

++ DST/PIPESTRESS ++

R.E. GINNA STATION Version 3.4.08e IBM-PC Dec. 1994 CALCULATION NUMBER 1

SERVICE WATER SYSTEM, SW-300 CODE ANSI/ASME B31.1 ASME-1973 REV S73 Walter Tono 11/05/:2 14:52:33

[911 LOADING CASE NO.

15 OPER WEIGHT ANALYSIS - Deadweight + Waterhammer ACTION OF ANCHORSSUPPORTS AND RESTRAINTS ON PIPING RESTRAINT RESULTANT POSITIVE IF ACTION IN SAME DIRECTION AS RESTRAINT GLOBAL FORCES IN LB ------

FX FY FZ POINT NO.

210 10 700 4500 3425 145 960 935 905 895 860 845 820 2200 2200 2230 2255 3255 3270 3270 3355 3370 940 1835 1835 1835 2145 2145 2270 3325 3325 3325 833 325.

234.

344.

104.

75.

142.

463.

652.

0.

800.

353.

7.

766.

0.

139.

46.

72.

0.

134.

41.

64.

0.

136.

0.

60.

0.

195.

0.

MOMENTS IN FT LB ------

MX MY MZ

-77.

156.

113.

-9.

5.

-330.

-384.

-179.

-75.

49.

53.

-229.

-146.

-154.

-116.

-8.

-2.

274.

466.

250.

420.

-39.

59.

180.

0.

-413.

0.

-7.

0.

-3.

8.

0.

-S.

-2638.

RESULTANT RESULTANT FORCE MOMENT 339.

287.

378.

104.

75.

400.

463.

652.

-271.

800.

353.

7.

766.

-1.

0.

139.

46.

72.

5.

134.

41.

64.

504.

136.

-7.

0

60.

-3.

12.

195.

-6.

-5.

2639.

621.

344.

442.

63.

79.

400.

0.

5154.

-3200.

Design Analysis DA-ME-2002-063 Appendix A Revision 0

Date 10/31//2002

-60.

56.

109.

-4.

2.

-177.

0.

-271.

0.

-1.

0.

5.

0.

289.

0.

1.

0.

8.

0.

-6.

0.

49.

ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR RESTRAINT RESTRAINT RESTRAINT RESTRAINT RESTRAINT RESTRAINT RESTRAINT RESTRAINT RESTRAINT RESTRAINT RESTRAINT RESTRAINT RESTRAINT RESTRAINT RESTRAINT RESTRAINT RESTRAINT RESTRAINT RESTRAINT RESTRAINT RESTRAINT RESTRAINT RESTRAINT RESTRAINT RESTRAINT RESTRAINT RESTRAINT ALL SUPPORTS S ST S YS TE M S, INRC I

SST

SYSTEMS, INC.

÷÷ DST/PIPESTRESS +÷ R.E. GINNA STATION Version 3.4.08e IBM-PC Dec.

1994 CALCULATION NUMBER 1

SERVICE WATER SYSTEM, SW-300 CODE ANSI/ASME B31.1 ASME-1973 REV S73 Walter Tono 11/05/:2 14:52:33 (92]

LOADING CASE NO.

15 OPER WEIGHT ANALYSIS - Deadweight + Waterhammer ACTION OF ANCHORS, NOZZLES AND CONNECTIONS ON PIPING IN THE LOCAL COORDINATE SYSTEM OF CONNECTED PIPING (SEE PAGE NO.

12)

TYPE POINT FORCES IN NO.

SHEAR 1

SHEAR 2 AXIAL WX)

(Y)

(Z) 210 10 700 4500 3425 145

-1.

325.

150.

234.

101.

344.

9.

104.

6.

75.

-309.

142.

-98.

-72.

-120.

-4.

1.

210.

LB --------------

SHEAR RSLTNT RSLTNT FORCE 325.

278.

358.

104.

75.

340.

339.

287.

378.

104.

75.

400.

MOMENTS IN FT BEND.1 BEND.2 TORSION (X)

CY)

(Z)

-587.

-146.

140.

268.

-154.

152.

426.

-116.

30.

39.

-8.

49.

77.

-2.

-16.

203.

274.

209.

LB ------------

BENDING RSLTNT RSLTNT MOMENT 605.

309.

441.

39.

77.

341.

621.

344.

442.

63.

79.

400.

Design Analysis DA-ME-2002-063 Appendix A Revision 0

Date 10/31//2002 ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR R -6 PAGE NO.

41

R-7 PAGE NO.

42

÷* DST/PIPESTRESS ++

R.E. GINNA STATION Version 3.4.08e IBM-PC Dec.

1994 CALCULATION NUMBER 1

SERVICE WATER SYSTEM, SW-300 CODE ANSI/ASME B31.1 ASME-1973 REV S73 Walter Tono 11/05/:2 14:52:33 (93]

SUPPORTS

SUMMARY

CASE TITLE 15 Deadweight + Waterhammer Design Analysis DA-ME-2002-063 Appendix A Revision 0

Date 10/31//2002 S ST S YS TE M S, I N C.

S S T S Y S T E M S,

++ DST/PIPESTRESS ++

CALCULATION NUMBER SERVICE WATER SYSTEM, I N C.

R-7.1 PAGE NO.

43 R.E. GINNA STATION Version 3.4.08e IBM-PC Dec. 1994 1

CODE ANSI/ASME B31.1 ASME-1973 REV S73 Walter Tono 11/05/:2 14:52:33 C94]

SW-300 GLOBAL DISPLACEMENTS GLOBAL FORCES AND MOMENTS ACTION OF ANCHORS, NOZZLES AND CONNECTIONS ON PIPING FORCES IN LBS --------- --------- MOMENTS IN FT-LBS -------

FY FZ RES.

MX MY MZ RES.

325.

-77.

339.

-384.

-146.

466.

621.

234.

156.

287.

-179.

-154.

250.

344.

113.

378.

-75.

-116.

420.

442.

104.

-9.

104.

49.

-8.

-39.

63.

75.

5.

75.

53.

-2.

59.

79.

142.

-330.

400.

-229.

274.

180 400.

DISPLACEMENTS DEL.X DEL.Y 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 IN INCHES --

DEL.Z

RES.

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Design Analysis DA-ME-2002-063 Appendix A Revision 0

Date 10/311/2002 NAME ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR POINT NO.

210 10 700 4500 3425 145 CASE NO.

15 15 15 15 15 15 FX

-60.

56.

109.

-4.

2.

-177.

S S T S Y S T E M S,

+÷ DST/PIPESTRESS +÷ CALCULATION NUMBER SERVICE WATER SYSTEM, I N C.

R-7.3 PAGE NO.

44 R.E.

GINNA STATION Version 3.4.08e IBM-PC Dec.

1994 1

CODE ANSI/ASME B31.1 ASME-1973 REV S73 Walter Tono 11/05/:2 14:52:33 (95]

SW-300 GLOBAL DISPLACEMENTS AND ROTATIONS GLOBAL FORCES ACTION OF RESTRAINTS, SNUBBERS AND SUPPORTS ON PIPING FORCES IN LBS --------

POINT CASE NO.

NO.

FZ RES.

FX FY

0.

463.

0 652.

-271.

0.

800.

0.

353.

0.

7.

0.

766.

-1.

0.

139.

0.

46.

0.

72.

DISPLACEMENTS IN INCHES ---

ROTATIONS IN RADIANS X 1000 DEL.X DEL.Y DEL.Z RES.

THETA X THETA Y THETA Z RES.

0.03 0.05 0.00

-0.01

-0.01 0.01 0.01 0.00 0.00

-0.06

-0.05

-0.01 0.00

-0.01

-0.02

-0.01 0.00 0.00

-0.02

-0.05

-0.05 0.00 0.00 0.00 0.01 0.04 0.05 0.05 0.05 0.05 0.00 0.00 0.00

-0.05

-0.02

-0.01 0.03 0.07 0.05 0.05 0.05 0.05 0.02 0.05 0.05 0.08 0.06 0.01

-0.106 0.036

-0.140

-0.122

-0.151 0.248 0.435 0.887 0.887 1.517 0.065

-0.562 0.496

-0 197

-0.360

-0 168 0.128 0.131 0.027

-0.211

-0.015 0.689 0.182 0.075 0.455 0.529 0.457 0.251 0.107

-0.294

-0.798

-2.015 0.096 0.134 0.512 0.497 0.655 0.501 0.319 0.300 0.526 1.211 1.211 2.523 0.699 0.606 Design Analysis DA-ME-2002-063 Appendix A Revision 0

Date 10/31//2002 NAME RESTRAINT RESTRAINT RESTRAINT RESTRAINT RESTRAINT RESTRAINT RESTRAINT RESTRAINT RESTRAINT RESTRAINT RESTRAINT RESTRAINT 463.

652.

271.

800.

353.

7.

766.

1.

0.

139.

46.

72.

960 935 905 895 860 845 820 2200 2200 2230 2255 3255

S S T S Y S T E M S I N C.

R-7.3 PAGE NO.

45

+. DST/PIPESTRESS

+÷ R.E. GINNA STATION Version 3.4.08e IBM-PC Dec. 1994 CALCULATION NUMBER 1

CODE ANSI/ASME B31.1 ASME-1973 REV S73 Walter Tono 11/05/:2 14:52:33 (96]

SERVICE WATER SYSTEM, SW-300 GLOBAL DISPLACEMENTS AND ROTATIONS GLOBAL FORCES ACTION OF RESTRAINTS, SNUBBERS AND SUPPORTS ON PIPING POINT CASE

FORCES IN LBS --------

DISPLACEMENTS IN INCHES ---

ROTATIONS IN RADIANS X 1000 FX FY

5.

0.

134.

0.

41.

0.

64 289.

0.

136.

1.

0.

60.

0.

8.

0.

FZ RES.

0.

-413.

0.

-7.

0.

"-3.

8.

5.

134.

41.

64.

504.

136.

7

0.

60.

3.

12.

DEL.X DEL.Y DEL.Z RES.

THETA X THETA Y THETA Z RES.

0.00 0.00

-0.01

-0.02 0.05 0.00 0.00 0.00 0.01 0.01

-0.02 0.00 0.00 0.00 0.00

-0 01 0.00 0.00 0.00 0.00 0.00

-0.01

-0.01 0.00 0.01 0.04 0.00 0.00 0.00 0.00 0.00 0.02 0.01 0.01 0.01 0.02 0.07 0.00 0.00 0.00 0.01 0.01 0.03 1.019 1.019

-0.173

-0.253 0.008

-0.177

-1.169

-1.169 0.396

-0.038

-0.116

-0.131

-0.166

-1.010

-0.313

-0.313 0.624

-0.389

-1.058

-0.S25 0.437 0.350 0.350 0.350

-0.016

-0.204 1.091 1.091 1.078 0.597 0.468 1.083 1.083 1.083 1.211 1.211 0.767 RESTRAINT 3325 15

0.

195.

0.

195.

0.00 0.00 0.00 0.00

-0.991

-0.134

-1.167 1.536 Design Analysis DA-ME-2002-063 Appendix A Revision 0

Date 10/311/2002 NAME NO.

NO.

RESTRAINT RESTRAINT RESTRAINT RESTRAINT RESTRAINT RESTRAINT RESTRAINT RESTRAINT RESTRAINT RESTRAINT RESTRAINT 3270 3270 3355 3370 940 1835 1835 1835 2145 2145 2270 15 15 15 15 15 15 15 15 15 15 15

S S T S Y S T E M S

+

DST/PIPESTRESS +÷ CALCULATION NUMBER SERVICE WATER SYSTEM, I N C.

R-7.3 PAGE NO.

46 R.E. GINNA STATION Version 3.4.08e IBM-PC Dec. 1994 1

CODE ANSI/ASME B31.1 ASME-1973 REV S73 Walter Tono 11/05/:2 14:52:33

[97J SW-300 GLOBAL DISPLACEMENTS AND ROTATIONS GLOBAL FORCES ACTION OF RESTRAINTS, SNUBBERS AND SUPPORTS ON PIPING FORCES IN LBS ---------

DISPLACEMENTS IN INCHES --

FY FZ RES.

DEL.X DEL.Y DEL.Z RES.

0.

6.

0.00 0.00 0.00 0.00

0.

-5.

5.

0.00 0.00 0.00 0.00 0

-2638.

2639.

0.01

-0.02 0.03 0.03 ROTATIONS IN RADIANS X THETA X THETA Y THETA Z

-0.991

-0.134

-1.167

-0.991

-0.134

-1.167 1.362

-0.039

-0.065 Design Analysis DA-ME-2002-063 Appendix A Revision 0

Date 10/31112002 NAME RESTRAINT RESTRAINT RESTRAINT POINT NO.

3325 3325 833 CASE NO.

15 15 15 FX

-6.

0.

49.

1000 RES.

1.536 1.536 1.364

S S T S Y S T E M S I N C.

R-7.1 PAGE NO.

47

+÷ DST/PIPESTRESS ++

R.E. GINNA STATION Version 3.4.08e IBM-PC Dec. 1994 CALCULATION NUMBER 1

CODE ANSI/ASME B31.1 ASME-1973 REV S73 Walter Tono 11/05/:2 14:52:33 (98]

SERVICE WATER SYSTEM, SW-300 GLOBAL DISPLACEMENTS LOCAL FORCES AND MOMENTS ACTION OF ANCHORS, NOZZLES AND CONNECTIONS ON PIPING CASE FORCES IN LBS ---------

MOMENTS IN FT-LBS -------

NO.

SHEAR 1 SHEAR 2 AXIAL RES.

BEND.1 BEND.2 TORSION RES.

(X)

(Y)

(Z)

(X)

(Y)

(Z) 15

-1.

325.

-98.

339.

-587.

-146.

140.

621.

15 150.

234.

-72.

287.

268.

-154.

152.

344.

15 101.

344.

-120.

378.

426.

-116.

30.

442.

15

9.

104.

-4.

104.

39.

-8.

49.

63.

15

6.

75.

1.

75.

77.

-2.

-16

79.

15

-309.

142.

210.

400.

203.

274.

209.

400.

DISPLACEMENTS DEL.X DEL.Y 0.00 0.00 0.00 0.00 0 00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 IN INCHES --

DEL.Z RES.

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Design Analysis DA-ME-2002-063 Appendix A Revision 0

Date 10/31//2002 NAME ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR POINT NO.

210 10 700 4500 3425 145

E-1 PAGE NO.

48

+* DST/PIPESTRESS R.E. GINNA STATION Version 3.4.08e IBM-PC Dec.

1994 CALCULATION NUMBER 1

SERVICE WATER SYSTEM, SW-300 CODE ANSI/ASME B31.1 ASME-1973 REV 573 Walter Tono 11/05/:2 14:52:33 (99]

CONTENTS LOAD CASE SUPPORTS

SUMMARY

Design Analysis DA-ME-2002-063 Appendix A Revision 0

Date 10/31//2002 CASE 15 PAGE NO.

22 42 S ST S YS TE M S, I N C.

SST SYSTEMS.

INC.

++ DST/PIPESTRESS ++

R.E. GINNA STATION E-2 PAGE NO.

49 Version 3.4.08e IBM-PC Dec. 1994 CALCULATION NUMBER 1

SERVICE WATER SYSTEM, SW-300 CODE ANSI/ASME B31.1 ASME-1973 REV S73 Walter Tono 11/05/:2 14:52:33 (100)

TIMING INFORMATION Job step Secc FREQUENCY ANALYSIS -

1 INPUT+VALIDATIONS PRINT PROBLEM DATA FORMULATE EQUATIONS STATIC ANALYSIS RESUME TOTAL FOR PROBLEM 1

inds 0.7 3.2 0.9 1.4 2.3 0.4 8.8 NMPTS -

152

- MODES -o 0

NJCT 41 NMEM 158 NONZRO

=

3057 NF9 522 Design Analysis DA-ME-2002-063 Appendix A Revision 0

Date 10/311/2002 0 Modes 1 Case

Program date:

December 1994 Job no.

Date Time Input file

.1 1 11/06/:2

15:10:27

c:\\psk\\data\\sw700wd. fre Pro~

eCt Title Prepared by:

Checked by Date:

///6/0z T i m e:

Date

/'cy toz Tim e:

Documentation Design Analysis DA-ME-2002-063 Appendix B Revision 0

Date 10/31//2002 P I P E ST RE S S V e r s i o n 3.4.08e IBM-PC

PIPESTRESS Version 3.4.08e December 1994 Run Date - 11/06/:2 Rw Input Data File Job no. -

1 Output Report File Carriage control - DOS Lines-per-page 50 Output Restart File Output "GIF* File Design Analysis DA-ME-2002-063 Time -

15:10:27 Il]

c:\\psk\\data\\sw7o0wd.fre

C:\\PSK\\DATA\\SW70OWD.PRD

C:\\PSK\\DATA\\SW700WD.RSl

C:\\PSK\\DATA\\SW700WD.GIF Revision 0

Date 10/31//2002 Appendix B

11/06/:2 15:10:27

[2]

CARD NO.

1.......

10........

20........

30........

40........

50........

60........

70........

80 1

IDEN JB-i CD-0 GR--Y IU-1 0U-1 SQ-10 VA-C AB-T 2

PL-?R.E.

GINNA STATION? EN-?Walter Tono?

3 TITL SU-1 CV--2 PR-1 J6-1 4

TI-?SERVICE WATER SYSTEM, SW-700?

5 LCAS CA-i5 RF-I5 TY-3 EO=2 6

TI-/DEADWEIGHT + WATERIAfIER/

7 a

PROPERTIES 9

MATH CD-101 EX-i TY-1. TX-800.

KL-1 10 MATD TE-30. EH-28.

EX-5.98 SH-12.7 II MATD TE-70. EH-27.9 EX-6.07 SH-12.7 12 MATD TE-200. EH-27.7 EX-6.38 SH-12.7

/

13 MATD TE-300. EH-27.4 EX-6.6 SH-12.7 14 MATD TE-400. EH-27.

EX-6.82 SH-12.7 15 MATD TE-500. EH-26.4 EX-7.02 SH-12.7 16 MATD TE-600. EH-25.7 EX-7.23 SH-12.7 17 MATW TE-700. EM-24.8 EX-7.44 SH-12.2 18 MATW TE-800. EH-23.4 EX-7.65 sH-9.2 19 20 PROPERTIES 21 MATH CD-102 EX-I TY-i.

TX-800.

KL-I 22 MATW TE-30.

EH-28. EX-5.98 SH-15.

23 MATD TE-70/

EH-27 9 EX-6.07 SH-1s.

24 MATW TE-200. EH-27.7 EX-6.38 SH-15.

25 MATD TE-300. EH-27.4 EX-6.6 SH-15.

26 MATW TE-400. EH-27. EX-6.82 SH-s15.

27 MATD TE-500. EH-26.4 EX-7.02 SH-15.

28 MATD TE-600. EH-25.7 EX-7.23 SH-15.

29 MATD TE-700. EH-24.8 EX-7.44 SH-14.3 30 MATD TE-800. EH-23.4 EX-7.65 SH-10.8

/

31 32 PIPING 33 MATL CD-101 34 DESN TE-300. PR-150.

/

35 OPER CA-is TE-70. PR-150.

36 CROS 0D-8.625 WT-.322 MA-32.528 SO-1. ST-1. IN-1.5 KL-1 37 ANCH PT-10 38 KX-1000.

KY-1000.

KZ-1000. MX-6333.3 MY-8333.3 MZ-8333.3 39 COOR PT-10 AX-0 AY-0 AZ-0 f

40 TANG PT-20 EW-1 DX-.905 DY-0 DZ-1.196 AL-20A 41 BRAD PT-6500 EW-i RA-i. AL-20B 42 TANP DX--.5633 DY-.70674 DZ-.42687

/

43 TANP DX--.2337 DY-.29326 DZ-.17713 44 BRAD PT-6501 EW-I RA-I. AL-30B 45 TANG PT-50 EW-I DX-0 DY-i. DZ-C

/

46 TANG PT-80 EW-i DX-0 DY-7.25 DZ-0 47 BRAD PT-6502 EW-1 RA-1. AL-85B

/

48 TANG PT-90 EW-1 DX--.8 DY-0 DZ-.8 49 TANG PT-110 EW-i DX--4 546 DY-0 DZ-4.546 50 TANG PT-ItS EW-i DX--.8 DY-0 DZ-.8 AL-1i5A 1.......

10........

20........

30........

40........

50........

60........

70........

80 Design Analysis Revision 0

DA-ME-2002-063 Appendix B Date 10/31//2002 ECHO PRINT

11/06/:2 15:10:27 (3]

CARD NO.

1.......

10........

20........

30........

40........

50........

60........

70........

80 51 BRAD PT-6503 EW-I RA-1. AL-115B 52 TANG PT-120 EW-i DX-0 DY-0 DZ-1. V 53 TANG PT-140 EW-1 DX-0 DY-0 DZ-4.917 V

54 TANG PT-170 EW-1 DX-0 DY-0 DZ-5.952 V

55 TANG PT-190 EW-1 DX-0 DY-0 DZ-4.339 56 TANG PT-220 EW-I DX-0 DY-0 DZ-6.

57 TANG PT-1400 EW-I DX-0 DY-0 DZ-1.75 58 TANG PT-251 EW-1 DX-0 DY-0 DZ-1i.

59 TANG PT-260 EW-1 DX-0 DY-0 DZ-.5 60 TANG PT-1200 EW-1 DX-0 DY-0 DZ-.833 61 CROS OD-8.625 WT-.322 MA-32.465 SO-1. ST-i.

IN-0 KL-I 1 62 TANG PT-285 EW-I DX-0 DY-0 DZ-.667 AL-285A 63 FORC CA-15 PT-285 FX-0 FY-0 FZ-3.2 AL-285A

/

64 BRAD PT-6504 EW-I RA-.66667 AL-285B IV 65 TANG PT-295 EW-1 DX--.766 DY-0 DZ-.766 AL-295A 66 BRAD PT-300 EW-i RA-.66667

/

67 TANG PT-350 EW-i DX-0 DY--2.298 DZ-0

/

68 TANG PT-1000 EW-i DX-0 DY--.583 DZ-0 69 TANG PT-800 EW-i DX-0 DY--.583 DZ-0 70 TANG PT-850 EW-1 DX-0 DY--2.584 DZ0-

/

71 TANG PT-900 EW-i DX-0 DY--.583 DZ-0 72 TANG PT-950 EW-1 DX-0 DY--.583 DZ-0 V

73 CRED PT-960 EW-I DX-0 DY--.5 DZ-0 AN-60.

/

74 CROS 0D-4.5 NT-.237 MA-12.231 SO-1. ST-i. IN-1.

KL-1 75 TANG PT-1100 EW-i DX-0 DY--2.667 DZ-0 76 BRAD PT-1120 EW-I RA-.5 77 TANP DX--.497 DZ--.052 78 CRED PT-1130 EW-i DX--.331 DY-0 DZ--.035 AN-60.

/

79 CROS OD-3.5 NT-.216 MA-8.7508 SO-1. ST-i. IN-1.

KL-1 sC TANG PT-410 EW-1 DX-- 615 DY-0 DZ--.064 81 ANCH PT-410 Z

82 KX-500.

KY-500.

KZ-500.

M(X-4166.7 MY-4166.7 MZ-4166.7 83 CROS 0D-4.5 WT-.237 MA-12.231 SO-i. ST-I.

IN-i. KL-i 1 84 JUNC PT-1000

./

85 BRAN PT-1010 EW-i TE-0 DX--.507 DY-0 DZ--.053

'V 86 CRED PT-1020 EW-1 DX--.331 DY-0 DZ--.035 AN-60.

V/

87 CROS 0D-3.5 WT-.216 MA-8.7508 SO-1. ST-i. IN-i.

KL-I 1 88 TANG PT-1040 EW-1 DX--.507 DY-0 DZ--.053 89 TANG PT-1050 EW-1 DX--.098 DY-0 DZ--.01

/

90 ANCH PT-1050 91 KX-500.

KY-50O.

KZ-500.

MX-4166.6 MY-4166.6 MZ-4166.6 92 CROS 0D-4.5 WT-.237 MA-12.231 SO-1.

ST-1. IN-1. KL-1 93 JUNC PT-900 94 BRAN PT-910 EW-I TE-0 DX--.507 DY-0 DZ--.053 e,

95 CRED PT-920 EW-i DX--.331 DY-0 DZ--.035 AN-60.

96 CROS 0D-3.5 WT-.216 MA-8.7508 SO-i. ST-i. IN-1.

KL=I

/

97 TANG PT-940 EW-i DX--.507 DY-0 DZ--.053 98 TANG PT-945 EW-i DX--.098 DY-0 DZ--.01 99 ANCH PT-945 100 KX-500. KY-500.

KZ-500.

MX-4166.6 MY-4166.6 MZ-4166.6 1.......

10........

20........

30........

40........

50........

60........

70........

80 Design Analysis Revision 0

DA-ME-2002-063 ECHO PRINT Appendix B Date 10/31//2002

11/06/:2 15:10:27 (4)

CARD NO.

1.......

10........

20........

30........

40........

50........

60........

70........

80 CROS 0D-2.875 WT-.203 MA-6.8028 SO-1. ST-1. IN-1.

KL-i JUNC PT-1400 BRAN PT-1410 EW-i TE-0 DX-0 DY--.494 DZ-0 TANG PT-1430 EW-i DX-0 DY--2.533 DZ-0 V

TANG PT-1440 EW-1 DX-0 DY--.812 DZ-0 AL-1440A V

BRAD PT-6505 EW-i RA-.3125 AL-1440B

ý TANG PT-1460 EW-i DX--.746 DY-0 DZ-.078 it TANG PT-1470 EW-1 DX--2.61 DY-0 DZ-.274 TANG PT-1480 EW-i DX--.249 DY-0 DZ-.026

/,

101 102 103 104 105 106 107 108 109 110 ill 112 113 114 115 116 117 118 119 ECHO PRINT COMPLETED Design Analysis DA-ME-2002-063 Revision 0

Date 10/31//2002 Appendix B

------------------------------ SUPPORTS RSTN PT-170 DX-1.0 SP-256.

RSTN PT-260 DY-1.0 SP-91.2 RSTN PT-140 DY-l.0 SP-83.9 RSTN PT-190 DY-1.0 SP-67.2 RSTN PT-220 DY-1.0 SP-67.4 RSTN PT-1470 DY-l.0 SP-1550.

RSTN PT-251 DX--.707 DY-.707 DZ--

707 SP-2.956 ENDP 1.......

10........

20........

30........

40........

50........

60........

70........

80 ECHO PRINT

S S T S Y S T E M S I N C.

11/06/:2 15:10:27

[5]

PAGE NO.

++ DST/FREE ++

Version 3.4.08e IBM-PC Dec.

1994 FREE-TO-FIXED COMPLETED EXECUTION TIME -

115 INPUT RECORDS 0.00 MINUTES Design Analysis DA-ME-2002-063 0 ERROR(S) DETECTED Appendix B Revision 0

Date 10/31//2002

SST

SYSTEMS, INC.

++ DST/PIPESTRESS ++

CALCULATION NUMBER 1

JOB/

IDEN RE CA cd EV LV 123456 IDEN ID 00-YII TITL TI 1-2 TITL T2 1

1 LCAS 15 15 LC 3

2 R.E. GINNA STATION CODE ANSI/ASME B31.1 ASME-1973

<--Fl->

<--F2->

<--F3->

<--F4->

R.E.

GINNA STATION SERVICE WATER SYSTEM, SW-700 Design Analysis DA-ME-2002-063 Appendix I-I INPUT PAGE NO.

1 Version 3.4.08e IBM-PC Dec. 1994 REV S73 Walter Tono 11/06/:2 15:10:27 C6]

TI...............................

errors Walter Tono DEADWEIGHT + WATERHAMMER Revision 0

B Date 10/31112002

SST

SYSTEMS, INC.

++ DST/PIPESTRESS

++

R.E. GINNA STATION 1-2 INPUT PAGE NO.

2 Version 3.4.08e IBM-PC Dec. 1994 CALCULATION NUMBER 1

CODE ANSI/ASME B31.1 ASME-1973 REV S73 Walter Tono 11/06/:2 15:10:27

[7]

-- code-SQ CA inp gen rst

<--I->

PT 123456 MATH MATD MATD MATD MATD MATD MATD MATD MATD MATO MATH MATD MATD MATD MATD MATO MATD MATD MATD MATD MATL DESN OPER OPER CROS ANCH ANCH ANCH ANCH ANCH ANCH ANCH AN;H COOR TANG TANG BRAD BRAD TANP TANP 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 79 000018 79 000009 79 000009 79 000009 79 000009 79 000009 79 000009 79 000009 79 000009 79 000009 79-000018 79 000009 79 000009 79 000009 79 000009 79 000009 79 000009 79 000009 79 000009 79 000009 72 000000 74 000000 71 000000 71+

000000 70 000000 61-10 000000

68.

10 000020 68+

10 000020 67+

10 000020 60+

10 000002 66 10 000000 2-20 010000

0.

20 010000 3-6500 010000 1+

6500 010000 2-6500 000000 2-6500 000000 0

5.980 6.070 6.380 6.600 6.820 7.020 7.230 7.440 7.650 0

0 0

0 32.528 0

12.700 12.700 12.700 12.700 12.700 12.700 12.700 12.200 9.200 0

15.000 15.000 15.000 15.000 15.000 15.000 15.000 14.300 10.800 0

0 150.000 150.000 1.000 101.000 30.000 70 000 200.000 300.000 400.000 500.000 600.000 700.000 800.000 102.000 30.000 70.000 200.000 300.000 400.000 500.000 600.000 700.000 800.000 101.000 150.000 70.000 70.000 8.625 1000.000 1.000 0

0 1.000 0

0 0

0 0.905 0.30189 1.000 0.60311

-0.56330

-0.23370 1.000 28.000 27.900 27.700 27.400 27.000 26.400 25.700 24.800 23.400 1.000 28.000 27.900 27.700 27.400 27.000 26.400 25.700 24.800 23.400 0

300.000 0

0 0.322 1000.000 0

1.000 0

0 1.000 0

0 0

0.70674 0.29326 8333.300 8333.300 8333.300' 0

0 0

-0.56330 0

0 Design Analysis DA-ME-2002-063 Appendix B Revision 0

Date 10/31//2002 errors and warnings 1000.000 8333.300 0 1000.000 0 1000.000 1.000 1000.000 0

0 1.000 0

0 1.196 0.39897 0

0.79703 0.42687 0.17713 15 15 800.000 0

0 0

800.000 0

0 0

1.000 8333.300 0

0 0

0.70674 0

0 0

0 1.500 8333.300 0

0 0

0.42687 0

0 0

0 3 00.000 101.000 101.000 101.000 101.000 0

0 0

0 o

1 1

..* 229W 1

IR 2R 3R 4R 5R 6R 20A 20A 20B 20B

<--FI--> <--F2--> <--F3--> <--F4--> <-F-><--F6--> <--F7-->

S S T S Y S T E M S,

I N C 1-2 INPUT PAGE NO.

3

+ DST/PIPESTRESS

÷÷ R.E. GINNA STATION Version 3.4.08e IBM-PC Dec. 1994 CALCULATION NUMBER 1

CODE ANSI/ASME B31.1 ASME-1973 REV S73 Walter Tono 11/06/:2 15:10:27 (8]

JB/

-- code--

<--I->

rst errors and IDEN SQ CA inp gen PT 123456 c--F1--> <--F2--> c--F3--> <--F4--> <--F5--> <--F6--> <--F7--> /KL warnings BRAD 310 3-6501 010000 1.000 0

0 0

0 30B BRAD 1+

6501 010000 -0.23340 0.29289 0.17691 0

0.41420 0

0 30B TANG 320 2-50 010000 0

1.000 0

0 0

TANG 0+

50 010000 0

0.58580 0

0 0

TANG 330 2-80 010000 0

7.250 0

0 0

TANG 0+

80 010000 0

6.250 0

0 0

BRAD 340 3-6502 010000 1.000 0

0 0

0 85B BRAD 1+

6502 010000 0

1.000 0 -0.70711 0

0.70711 0

85B TANG 350 2-90 010000

-0.800 0

0.800 0

0 0

0 TANG 0+

90 010000 -0.09289 0

0.09289 0

0 0

0.

TANG 360 0

110 010000

-4.546 0

4.546 0

0 0

0 TANG 370 2-115 010000

-0.800 0

0.800 0

0 0

0 I15A TANG 0+

115 010000 -0 50711 0

0.50711 0

0 0

0 I15A BRAD 380 3-6503 010000 1.000 0

0 0

0 115B BRAD 1+

6503 010000 -0.29289 0

0.29289 0

0 0.41421 0

115B TANG 390 2-120 010000 0

0 1.000 0

0 0

0 TANG 0+

120 010000 0

0 0.58579 0

0 0

0 TANG 400 0

140 010000 0

0 4.917 0

0 0

0 JUNC 60+

140 000091 0

0 0

JUNC 60+

140 010090 0

0 0

TANG 410 0

170 010000 0

0 5.952 0

0 0

0 JUNC 60+

170 000091 0

0 0

JUNC 60+

170 010090 0

0 0

TANG 420 0

190 010000 0

0 4.339 0

0 0

0 JUNC 60+

190 000091 0

0 0

JUNC 60+

190 010090 0

0 0

TANG 430 0

220 010000 0

0 6.000 0

0 0

0 JUNC 60+

220 000091 0

0 0

JUNC 60+

220 010090 0

0 0

TANG 440 0

1400 010000 0

0 1.750 0

0 0

0 JUNC

60.

1400 000081 0

0 0

JUNC 60+

1400 010080 0

0 0

0.

0 0

0 TANG 450 0

251 010000 0

0 11.000 0

0 0

0 JUNC 60+

251 000091 0

0 0

JUNC 60+

251 010090 0

0 0

TANG 460 0

260 010000 0

0 0.500 0

0 0

0 JUNC 60+

260 000091 0

0 0

JUNC 60+

260 010090 0

0 0

TANG 470 0

1200 010000 0

0 0.833 0

0 0

0 CROS 480 70 000000 8.625 0.322 32.465 1.000 1.000 0

101.000 1

TANG 490 2-285 010000 0

0 0.667 0

0 0

0 285A Design Analysis Revision 0

DA-ME-2002-063 Appendix B Date 10/31//2002

SST

SYSTEMS, INC.

++ DST/PIPESTRESS

++

R.E. GINNA STATION 1-2 INPUT PAGE NO.

4 Version 3.4.08e IBM-PC Dec. 1994 CALCULATION NUMBER 1

CODE ANSI/ASME B31.1 ASME-1973 REV S73 Walter Tono 11/06/:2 15:10:27 (9]

-- code-SO CA inp gen 500 510 520 530 540 550 560 570 580 590 600 0+

285 15 10 285 3-6504 1+ 6504 2-295 0+

295 3-300 1+

300 2-350 0+

350 0

1000 60+

1000 0

800 0

850 0

900 60+

900 0

950 5-960 5+

9999 TANG FORC BRAD BRAD TANG TANG BRAD BRAD TANG TANG TANG JUNC JUNC TANG TANG TANG JUNC JUNC TANG CRED CRED CROS CRED TANG TANG BRAD BRAD TANP CRED CRED CROS CRED TANG ANCH ANCH ANCH ANCH ANCH ANCH ANCH ANCH

<--I->

PT 123456 c--Fl--> <--F2--> <--F3--> <--F4--> <--FS--> <--F6--> <--F7-->

010000 000000 010000 010000 010000 010000 010000 010000 010000 010000 010000 000081 010080 010000 010000 010000 OD0081 010080 010000 010000 000101 000000 010002 010000 010000 010000 010000 000000 010000 000101 000000 010002 010000 000000 000002 000020 000020 000020 000020 000020 000020 0

0 0.66667 0

-0.766

-0.09933 0.66667

-0.47141 0

0 0

4.500 0

0 0

0.500 0

-0.497

-0.331

-0.16550 3.500

-0.16550

-0.615 500.000 0

1.000 0

0 1.000 0

0 0

0

-2.198

-1.53133

-0.583 0

0

-0.583

-2.584

-0.583 0

0

-0.583

-0.500

-0.250 0.237

-0.250

-2.667

-2.167 0

-0.500 0

0 0

0.216 0

0 500.000 0

0 1.000 0

0.3908 3.20 0.2761 0.76 0.0993 0.4714 12.23

-0.05

-0.03

-0.0175 8.7508

-0.0175

-0.06 500.00 1.00 1.00 6

0 0

0 00 0

0 0

14 -0.19526 0

0.19526 6

0 0

0 13 0

0 0

1 0 -0.66667 0

0 0

0 60.000 0

0 0

60.000 0

0 1

1.000 1.000 1.000 0

60.000 0

0 0

-0.497 0

-0.052 2

0 0

0 5

60.000 0

0 0

60.000 0

0 0

1.000 1.000 1.000 0

60.000

0 0

4 0

0 0

0 4166.700 4166.700 4166.700 0

0 0

0 10 0

500.000 500.000 500.000 4166.700 4166.700 4166.700 0

0 0

0 a

0 o

0 0

0 2.000 101.000 2.000 0

0 0

0 2.000 101.000 2.000 0

0 0

rst

/KL errors and warnings 285A 285A 285B 285B 295A 295A 1

1 7R 8R 9R OR 1IR 12R Design Analysis DA-ME-2002-063 Appendix B Revision 0

Date 10/31//2002 610 70

5.

960 620 2-1100 0+ 1100 630 3-1120 1+ 1120 640 2-1120 650 5-1130 5+

9999 660 70 5+

1130 670 0

410 680 61-410 60+

410 68+

410 67+

410

1-2 INPUT PAGE NO.

5 SST SYSTEMS I NC.

++ DST/PIPESTRESS ÷÷ R.E. GINNA STATION Version 3.4.08e IBM-PC Dec.

1994 CALCULATION NUMBER 1

CODE ANSI/ASME B31.1 ASME-1973 REV S73 Walter Tono 11/06/:2 15:10:27

[101

-- code-SQ CA inp gen rst

<--F1--> <--F2--> <--F3--> <--F4--> <-F-><

-- F7--> /KL

<--I->

PT 123456 690 700 710 720 70 60 0

5-730 70 740 750 760 CROS JUNC BRAN CRED CRED CROS CRED TANG TANG ANCH ANCH ANCH ANCH ANCH ANCH ANCH ANCH CROS JUNC BRAN CRED CRED CROS CRED TANG TANG ANCH ANCH ANCH ANCH ANCH ANCH ANCH ANCH CROS JUNC BRAN TANG TANG TANG BRAD 0

0 61-70 60 0

5-810 70 820 830 840 0

0 61-1000 1010 1020 5+

9999 5+

1020 1040 1050 1050

60.

1050 68+

1050

68.

1050

67.

1050

67.

1050

67.

1050 900 910 920 5+

9999 5+

920 940 945 945 60+

945 68+

945 67+

945 850 70 860 60 1400 870 0

1410 880 0

1430 890 2-1440 0÷ 1440 900 3-6505 000000 000000 010000 010000 000101 000000 010002 010000 010000 000000 000002 000020 000020 000020 000020 000020 000020 000000 000000 010000 010000 000101 000000 010002 010000 010000 000000 000002 000020 000020 000020 000020 000020 000020 000000 000000 010000 010000 010000 010000 010000 4.500 0

-0.507

-0.331

-0.16550 3.500

-0.16550

-0.507

-0.098 500.000 0

1.000 0

0 1.000 0

0 4.500 0

-0.507

-0.331

-0.16550 3.500

-0.16550

-0.507

-0.098 500.000 0

1.000 0

0 1.000 0

0 2.875 0

0 0

0.31250 0.237 0

0 0

0 0.216 0

0 0

500.000 0

0 1.000 0

0.237 0

0 0

0 0.216 0

0 0

500.000 0

0 1.000 0

0.203 0

-0.494

-2.533

-0.812

-0.49950 0

12.23

-0.05

-0.03

-0.0175 8.7508

-0.0175

-0.05

-0.01 500.00 1.00 1.00 12.2

-0.05

-0.03

-0.0175 8.7508

-0.0175

-0.05

-0.0:

500.0l 1.01 1.0I 6.8021 1

1.000 1.000 1.000 101.000 0

0 0

3 0

0 0

0 5

60.000 0

0 0

0 60.000 0

0 2.000 80 1.000 1.000 1.000 101.000 0

60.000 0

0 2.000 53 0

0 0

0

.0 0

0 0

0 0 4166.600 4166.600 4166.600 0

0 0

0 o

500.000 0

0 0

0 500.000 0

0 0

O0 500.000 0

0 0

0 4166.600 0

0 0

0 4166.600 0

0 0

00 4166.600 0

0 0

31 1.000 1.000 1.000 101.000 0

0 0

53 0

0 0

0 35 60.000 0

0 0

50 60.000 0

0 2.000 80 1.000 1.000 1.000 101.000 50 60.000 0

0 2.000 53 0

0 0

0 10 0

0 0

0 00 4166.600 4166.600 4166.600 0

0 0

500.000 0

0 0

0 500.000 0

0 0

O0 500.000 0

0 0

0 4166.600" 0

0 0

0 4166.600 0

0 0

00 4166.600 0

0 0

80 1.000 1.000 1.000 101.000 0

0 0

0 Design Analysis DA-ME-2002-063 Appendix B Revision 0

Date 10/31112002 errors and warnings 770 780 790 800 1

1 13R 14R 15R 16R 17R 18R 1

1 19R 20R 21R 22R 23R 24R 1

1440A 1440A 1440B

1-2 INPUT PAGE NO.

6 S S T

SYSTEMS, INC.

+÷ DST/PIPESTRESS ++

R.E. GINNA STATION Version 3.4.08e IBM-PC Dec.

1994 CALCULATION NUMBER 1

CODE ANSI/AS4E B31.1 ASME-1973 REV S73 Walter Tono 11/06/:2 15:10:27

[11]

-- code-SQ CA inp gen

<--I->

PT 123456 c--Fl--> <--F2--> <--F3--> <--F4--> <--FS--> <--F6--> <--F7-->

1+ 6505 910 2-1460 0+

1460 920 0

1470 60+

1470 930 0

1480 60+

1480 940 68 170 950 68 260 960 68 140 970 68 190 980 68 220 990 68 1470 1000 68 251 1010 89 Design Analysis DA-ME-2002-063 Appendix B Revision 0

Date 10/31//2002 rst

/KL BRAD TANG TANG TANG JUNC JUNC TANG JUNC RSTN RSTN RSTN RSTN RSTN RSTN RSTN ENDP errors and warnings 010000 010000 010000 010000 000091 010090 010000 000091 000000 000000 000000 000000 000000 000000 000000 000000 0

-0.746

-0.43519

-2.610 0

0

-0.249 0

1.000 0

0 0

-0.707 0

-0.31250 0

0 0

0 1.000 1.000 1.000 1.000 1.000 0.707 0

0 0.078 0.04550 0.274 0

0 0.026 0

0 0

-0.707 0

-0.31081 0

0 0

256.000 91.200 83.900 67.200 67.400 1550.000 2.956 0

0 0

0.03250 0

0 0

1440B 25R 26R 27R 28R 29R 30R 31R

SST

SYSTEMS, INC.

++ DST/PIPESTRESS +4 K.E. G NL A

,,ND ANJ..

"1-3 INPUT PAGE NO.

7

-l

~.V

-l~ -

CALCULATION NUMBER 1

CODE ANSI/ASME B31.1 ASME-1973 REV S73 Walter Tono 11/06/:2 15:10:27 (12]

COORDINATES OF ANCHORS, FREE-ENDS AND 66-CARD POINTS ORIGIN OF ABSOLUTE COORDINATES IS BASED ON 66-CARD DATA FOR POINT NO.

10 POINT NO.

WARNING **ANCHOR**

10 410 1050 945 1480 COORDINATES IN FT ------

DIFFERENCE IN FT.----

X Y

Z X

Y Z

0.0000

-8.2467

-8.2467 0.0000

-1.0314 6.4686 2.7186 0.0000 45.5188 45.5188 45.5188 0.0000 0.0000

-9.6427 5.4106 32.2818 COMMENTS 0.0000 66-CARD DATA NO 66 CARD DATA NO 66 CARD DATA NO 66 CARD DATA NO 66 CARD DATA ERRORS --

X Y

Z 310W 310W 310W 310W 310W 310W 310W 310W 310W 81W 81W 81W V1.

SOF F S E T

( F E E T ) - - - - - - - -

X Y

Z LENGTH (IN) -----

O.D.

THK.

MATERIAL NODE COORDINATES (FEET)

X Y

Z 0.000 0.000 0.399

=

1.196 0.707 1.623 1.000 1.800 1.414 2.000 8.250 9.250 2.507 2.600 7.146 7.653 7.946 8.360 8.946 13.863 19.815 24.154 30.154 31.904 42.904 43.404 44.237 44.628 Design Analysis DA-ME-2002-063 Appendix B Revision 0

Date 10/31V/2002 MEMBER 8.625 0.322 101.000 10 20 P.'.

6500 P.'.

6501 50 80 P.I.

6502 90 110 115 P.'.

6503 120 140 170 190 220 1400 251 260 1200 20 P.'.

6500 P.I.

6501 50 80 P.I.

6502 90 110 115

"*P. I.

6503 120 140 170 190 220 1400 251 260 1200 285 0.302 0.603

-0.563

-0.233 0

0 0

0

-0.707

-0.093

-4.546

-0.507

-0.293 0

0 0

0.707 0.293 0 414 0 586 6.250 1.000 0

0 0

0 0.399 0.797 0.427 0.177 0

0 0

0 0.707 0.093 4.546 0.507 0.293 0.414 0.586 4.917 5.952 4.339 6.000 1.750 11.000 0.500 0.833 0.391 0.000 0.302 0.905 0.342 0.108

-0.599

-0.692

-5.238

-5.745

-6 038 0.500 0.999 0.999 0.414 0.414 0.586 6.250 1.000 1.000 0.131 6.429 0.717 0.414 0.414 0.586 4.917 5.952 4.339 6.000 1.750 11.000 0.500 0.833 0.391 10 20 P.I.

6500 P.1.

6501 50 80 P.1.

6502 90 110 115 P.1.

6503 120 140 170 190 220 1400 251 260 1200 285 L

1-3 INPUT PACE NO.

8 SST SYSTEMS INC.

++ DST/PIPESTRESS ++

R.E. GINNA STATION Version 3.4.08e IBM-PC Dec. 1994 CALCULATION NUMBER 1

MEMBER 285 P.1.

6504 295 P.I.

300 350 1000 800 850 900 950 960 1100 P.1.

1120 1130 1000 1010 1020 1040 900 910 920 940 1400 1410 1430 1440 P.I.

6505 1460 1470 CODE ANSI/ASME B31.1

OFFSET (FEET) --------

X Y

Z LENGTH P.!.

6504 295 P.1.

300 350 1000 800 850 900 950 960 1100 P.I.

1120 1130 410 1010 1020 1040 1050 910 920 940 945 1410 1430 1440 P.!.

6505 1460 1470 1480 0

0 0

0

-0.667

-1.531

-0.583

-2.584

-0.583

-0.500

-2.167

-0.500 0

0 0

0

-0.195

-0.099

-0.471 0

0 0

0

-0.497

-0.331

-0.615

-0.507

-0.331

-0.507

-0.098

-0.507

-0.331

-0.507

-0.098 0

0 0

0

-0.311

-0.435

-2.610

-0.249

-0.494

-2.533

-0.500

-0.313 0

0 0

0 0.276 0.195 0.099 0.471 0

0 0

0

-0.052

-0.035

-0.064

-0.053

-0.035

-0.053

-0.010

-0.053

-0.035

-0.053

-0.010 0

0 0

0 0.032 0.046 0.274 0.026 0.276 0.276 0.140 0.667 0.667 1.531 0.583 0.583 2.584 0.583 0.583 0.500 2.167 0.500 0.500 0.333 0.618 0.510 0.333 0.510 0.099 0.510 0.333 0.510 0.099 0.494 2.533 0.500 0.313 0.313 0.438 2.624 0.250 ASME-1973 REV S73 Walter Tono (IN)

O.D.

THK.

8.625 C.

RED 4.500 C.

RED 3.500 4.500 C. RED 3.500 4.500 C.

RED 3.500 2.875 0.322 C. RED 0.237 C.

RED 0.216 0.237 C.

RED 0.216 0.237 C. RED 0.216 0.203 MATERIAL NODE 101.000 P.I.

=

6504 295 P.I.

300 350 1000 800 850 900 950 960 1100 P.I.

1120

=

1130 410 1000 101.000 1010 1020 1040 1050 900 101.000 910 920 940 945 1400 101.000 1410 1430 1440 P.I.

=

6505

=

1460 1470 1480 11/06/:2 15:10:27

[13]

COORDINATES (FEET)

X Y

Z

-6.038

-6.233

-6.332

-6.804

-7.301

-7.632

-8.247

-6.804

-7.311

-7.642

-8.149

-8.247

-6.804

-7.311

-7.642

-8.149

-8.247

-6.038

-6.349

-6.784

-9.394

-9.643 9.250 8.583 7.052 6.469 5.886 3.302 2.719 2.136 1.636

-0.531

-1.031 44.904 45.099 45.198 45.670 45.618 45.583 45.519 6.469 45.670 45.617 45.582 45.529

=

45.519 2.719 45.670 45.617 45.582 45.529 45.519 9.250 31.904 8

756 6.223 5.723 5.411 31.936 31.982 32.256 32.282 Design Analysis DA-ME-2002-063 Appendix B Revision 0

Date 10/31//2002 0

0 0

0

SST SYSTEMS INC.

++ DST/PIPESTRESS

÷+

R.E GINNA STATION 1-3.1 INPUT PAGE NO.

9 Version 3.4.08e IBM-PC Dec. 1994 CALCULATION NUMBER 1

CODE ANSI/ASME B31.1 ASME-1973 REV S73 Walter Tono 11/06/:2 15:10:27 (14]

.... WARNING 248 WARNING 248 *****

MEAN BRANCH RADIUS/MEAN RUN RADIUS GT 0.5 AT JUNCTION 1000 MEAN BRANCH RADIUS/MEAN RUN RADIUS GT 0.5 AT JUNCTION 900 JUNCTIONS 140 170 190 220 1400 251 260 1000 900 1470 1480 ANCHORS 10 410 1050 945 RESTRAINTS 170 260 140 190 ELEMENTS TANGENTS BENDS VALVES,ETC.

REDUCERS SPRINGS MATRICES BEAMS TOTAL 37 8

0 4

0 0

0 49 220 1470 251 RESTRAINTS RESTRAINTS 7

SNUBBERS 0

VAR.

SUPP 0

CON.

SUPP 0

RIGID SUPP 0

HANGERS 0

ROTAT SUPP 0

ANCHORS JUNCTIONS VERTICES (V)

BRANCHES (B)

LOOPS CL)

V-B + L TEES 4

21 15 14 0

1 3

STATIC DEGREES OF FREEDOM =

90 NUMBER OF CONNECTED STRUCTURES TOTAL 1215 NON OMITTABLE OF 4095 POSSIBLE 0 ERROR(S) AND 6 WARNING(S)

DETECTED IN INPUT DATA Design Analysis DA-ME-2002-063 Appendix B Revision 0

Date 10/31112002

1-3.2 INPUT PAGE NO.

10 S ST

SYSTEMS, INC.

÷+ DST/PIPESTRESS ++

R.E.

GINNA STATION Version 3.4.08e IBM-PC Dec. 1994 CALCULATION NUMBER 1

CODE ANSI/ASME B31.1 ASME-1973 REV S73 Walter Tono 11/06/:2 16:10:27

[15]

DESCRIPTION OF ERRORS AND WARNINGS.

FOR FULL DETAILS SEE USERS GUIDE APPENDIX B

-COUNTS NO.

ERR WRN MESSAGE.............................................................................................................

229 1

THE PRECEDING CARD WITH THE SAME CODE (AND THE SAME CASE NUMBER, IF APPLICABLE) WAS NOT USED FOR ANY MEMBER 248 2

MEAN BRANCH RADIUS/MEAN RUN RADIUS IS GREATER THAN 0.5 310 3

NO ABSOLUTE COORDINATES FOR ANCHOR 0

6 Design Analysis DA-ME-2002-063 Appendix B Revision 0

Date 10/31//2002

S S T

SYSTEMS, I NC.

÷+ DST/PIPESTRESS ++

P-1 PAGE NO.

1 R.E. GINNA STATION Version 3.4.08e IBM-PC Dec.

1994 CALCULATION NUMBER 1

SERVICE WATER SYSTEM, SW-700 CODE ANSI/ASME B31.1 ASME-1973 REV S73 Walter Tono 11/06/:2 15:10:27

[161 OPTION PIPING CODE CODE VERSION VALIDATION GRAVITY INPUT UNITS OUTPUT UNITS GENERATED CASES GLOBAL/LOCAL SUPPORT

SUMMARY

SECTION MODULUS MODULUS OF ELASTICITY STRESS COMPUTATION PRESSURE STRESS HIGHEST STRESS POINTS LOAD MODEL ANSI/ASME B31.1 1973 REV S73 PERFORM ANALYSIS

-Y USA USA NO REPORT MEMBER FORCES/MOMENTS IN GLOBAL PRINT

SUMMARY

MEMBER COLD MODULUS BASED ON LOCAL MOMENTS BASED ON PD/4T NO REPORT LUMPED BODY LOADS NO PRESSURE DISTORTION IN BENDS DO NOT INCLUDE ROTATIONAL INERTIA CASE LOADING CASE TITLE 15 DEADWEIGHT + WATERI{AMMER Design Analysis DA-ME-2002-063 ANALYSIS TYPE EQ STRESS OUTPUT OPER WEIGHT 11 SUSTAINED LOAD Appendix B CYCLES GX GY GZ 0

-1 0

Revision 0

Date 10/31//2002

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1994 CALCULATION NUMBER 1

SERVICE WATER SYSTEM, SW-700 CODE ANSI/ASME B31.1 ASME-1973 REV S73 Walter Tono 11/06/:2 15:10:27 (17]

LINE LONG.

END TAPER NO.

WELD WELD JOINT CASE NAME POINT NO.

I II III IV V

VI 101.000 101.000 150.000 70.000 70.000 8.625 1.000 0.000 0.000 1.000 0.000 0.000 0.000 0.302 0.603

-0.233 0.000 0.000 0.000

-0.093

-4.546

-0.507

-0.293 0.000 0.000 1.000 0.000 12700.

300.000 0.000 0.000 0.322 0.000 1.000 0.000 0.000 1.000 0.000 0.000 0.000 0.000 0.293 0.586 6.250 1.000 0.000 0.000 0.000 0.000 0.000 0.000 12700.

32.53 0.000 0.000 1.000 0.000 0.000 1.000 0.000 0.399 0.797 0.177 0.000 0.000 0.000 0.093 4.546 0.507 0.293 0.586 4.917 12700.

12700.

150.000 150.000 21.678 0.100E+07 0.100E+07 0.100E+07 0.833E+07 0.833E+07 0.833E+07 800.000

0.

21.678

0.

NAME-EXP-COEF EC-27.90 SIGMA-.30 DT-300.

SA-19050.

1.500 I-0.72489E+02 Z-0.16809E÷02 IR-LEVEL 1

2R-LEVEL 1

3R-LEVEL 1

4R SR 6R 1

2 3

4 5

6 7

8 9

10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 MAT. TABLE MATERIAL DESIGN P,T THERML EXP THERML EXP CROSS SECT RESTRAINT RESTRAINT RESTRAINT ROT/RSTNT.

ROT/RSTNT.

ANCHOR COORDINATE TANGENT LR ELBOW LR ELBOW TANGENT TANGENT LR ELBOW TANGENT TANGENT TANGENT LR ELBOW TANGENT TANGENT JUNCTION JUNCTION TANGENT JUNCTION JUNCTION TANGENT JUNCTION JUNCTION TANGENT JUNCTION JUNCTION TANGENT JUNCTION Design Analysis DA-ME-2002-063 Appendix B Revision 0

Date 10/31//2002 15 15

-0.563 0.707 0.427 FF-7.360 R-1.000 A-89.97 0.000 0.414 0.000 FF-7.360 R-1.000 A-45.00

-0.707 0.000 0.707 FF-7.360 R-1.000 A-90.00 0.000 0.000 0.414 FF-7.360 R-1.000 A-45.00 10 10 10 10 10 10 10 10 20 6500 6501 50 80 6502 90 110 115 6503 120 140 140 140 170 170 170 190 190 190 220 220 220 1400 1400 0.000 0.000 5.952 0.000 0.000 4.339 0.000 0.000 6.000 0.000 0.000 1.750 FLUSH FLUSH FLUSH FLUSH FLUSH FLUSH FLUSH FLUSH FLUSH FLUSH FLUSH FLUSH FLUSH FLUSH FLUSH FLUSH FLUSH FLUSH FLUSH FLUSH

S S T

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INC.

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3 Version 3.4.08e IBM-PC Dec. 1994 CALCULATION NUMBER 1

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LINE LONG.

END TAPER NO.

WELD WELD JOINT CASE NAME POINT NO.

I II III IV V

VI 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 0.000 0.000 11.000 0.000 0.000 0.500 FLUSH FLUSH FLUSH FLUSH FLUSH FLUSH FLUSH FLUSH FLUSH FLUSH FLUSH FLUSH FLUSH FLUSH FLUSH FLUSH FLUSH FLUSH FLUSH FLUSH FLUSH FLUSH FLUSH JUNCTION 1400 TANGENT 251 JUNCTION 251 JUNCTION 251 TANGENT 260 JUNCTION 260 JUNCTION 260 TANGENT 1200 CROSS SECT TANGENT 285 15 APPLIED LD 285 SR ELBOW 6504 TANGENT 295 SR ELBOW 300 TANGENT 350 TANGENT 1000 JUNCTION 1000 JUNCTION 1000 TANGENT 800 TANGENT 850 TANGENT 900 JUNCTION 900 JUNCTION 900 TANGENT 950 CON.REDUCE 960 CROSS SECT TANGENT 1100 LR ELBOW 1120 CON.REDUCE 1130 CROSS SECT TANGENT 410 ANCHOR 410 RESTRAINT 410 RESTRAINT 410 RESTRAINT 410 ROT/RSTNT.

410 ROT/RSTNT.

410 CROSS SECT JUNCTION 1000 0.833 32.47 0.391 3200.

0.276 0.099 0.471 0.000 0.000 0.000 0.000 0.000 0.000 0.000 12.23 0.000 0.000

-0.035 8.75

-0.064 21.678 21.678 0.000 I-0.72489E+02 Z-0.16809E.02

0.

-0.195

0.

0.000 0.195 FF-11.039 R-0.667 A-45.00 0.000

-0.667 0.000 FF-11.039 R-0.667 A-90.00 60.000 5.516

-0.497 60.000 3.203 0.000 8.625 0.000

0.

0.000

-0.099

-0.471 0.000 0.000 0.000 0.000 0.000 0.000 0.000 4.500 0.000 0.000

-0.331 3.500

-0.615 1.000 0.000 0.000 1.000 0.000 0.000 4.500 SIF-2.000 5.516 1.000 I-0.72326E+01 0.000

-0.052 FF-5 273 R SIF-2.000 3.203 1.000 I-0.30172E+01 7R-LEVEL 1

SR-LEVEL 1

9R-LEVEL 1

1OR 1IR 12R 5.516 1.000 I-0.72326E+01 Z-0.32145E+01 0.500 A-90.00 Z-0.17241E+01 0.000 0.322 0.000

0.

0.000 0.000 0.000

-1.531

-0.583

-2.584

-0.583

-0.500 0.237

-2.167

-0.500 0.000 0.216 0.000 0.000 1.000 0.000 0.000 1.000 0.000 0.237 Design Analysis DA-ME-2002-063 Appendix B Revision 0

Date 10/31//2002 0.000 0.500E+06 0.000 0.500E+06 1.000 0.500E÷06 0.000 0.417E+07 0.000 0.417E+07 1.000 0.417E+07 12.23 5.516 Z-0.32145E+01

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R.E. GINNA STATION Version 3.4.08e IBM-PC Dec. 1994 CALCULATION NUMBER 1

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LINE LONG.

END TAPER NO.

WELD WELD JOINT CASE NAME POINT NO.

I II III IV V

VI 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119

-0.507

-0.331 3.500

-0.507

-0.098 1.000 0.000 0.000 1.000 0.000 0.000 4.500

-0.507

-0.331 3.500

-0.507

-0.098 1.000 0.000 0.000 1.000 0.000 0.000 2.875 0.000 0.000 0.000 0.000

-0.435

-2.610 0.000 0.000 0.216 0.000 0.000 0.000 1.000 0.000 0.000 1.000 0.000 0.237 0.000 0.000 0.216 0.000 0.000 0.000 1.000 0.000 0.000 1.000 0.000 0.203

-0.494

-2.533

-0.500

-0.313 0 000 0.000

-0.053

-0.035 8.75

-0.053

-0.010 0.000 0.000 1.000 0.000 0.000 1.000 12.23

-0.053

-0.035 8.75

-0.053

-0.010 0.000 0.000 1.000 0.000 0.000 1.000 6.80 0.000 0.000 0.000 0.000 0.046 0.274 60.000 3.203 0.500E+06 0.500E+06 0.500E÷06 0.417E+07 0.417E+07 0.417E÷07 5.516 60.000 3.203 0.500E÷06 0.500E+06 0.500E-06 0.417E*07 0.417E+07 0.417E*07 2.075 SIF-2.000 3.203 1.000 I-0.30172E÷01 13R-LEVEL 1

14R-LEVEL 1

15R-LEVEL 1

16R 17R 18R 5.516 1.000 I-0.72326E+01 SIF-2.000 3.203 1.000 I-0.30172E+01 19R-LEVEL 1

20R-LEVEL 1

21R-LEVEL 1

22R 23R 24R 2 075 1.000 I-0.15296E÷01 Z-0.17241E+01 Z-0.32145E÷01 Z-0.17241E÷01 Z-0.10640E÷01 FLUSH FLUSH FLUSH FLUSH FLUSH FLUSH FLUSH FLUSH FLUSH FLUSH FLUSH FLUSH FLUSH FLUSH FLUSH FLUSH TANGENT 1010 CON.REDUCE 1020 CROSS SECT TANGENT 1040 TANGENT 1050 ANCHOR 1050 RESTRAINT 1050 RESTRAINT 1050 RESTRAINT 1050 ROT/RSTNT.

1050 ROT/RSTNT.

1050 CROSS SECT JUNCTION 900 TANGENT 910 CON.REDUCE 920 CROSS SECT TANGENT 940 TANGENT 945 ANCHOR 945 RESTRAINT 945 RESTRAINT 945 RESTRAINT 945 ROT/RSTNT.

945 ROT/RSTNT.

945 CROSS SECT JUNCTION 1400 TANGENT 1410 TANGENT 1430 TANGENT 1440 LR ELBOW 6505 TANGENT 1460 TANGENT 1470 JUNCTION 1470 JUNCTION 1470 TANGENT 1480 JUNCTION 1480 RESTRAINT 170 RESTRAINT 260 1.000 0.000 0.000 0.256E+06 0.000 1.000 0.000 0.912E+05 25R-LEVEL 1

26R-LEVEL 1

Design Analysis DA-ME-2002-063 Appendix B Revision 0

Date 10/31//2002

.- 0.311 0.000 0.032 FF-3.869 R-0.313 A-90.00

-0.249 0.000 0.026

S ST

SYSTEMS, I NC."

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R.E. GINNA STATION P-2 PAGE NO.

5 Version 3.4.08e IBM-PC Dec.

1994 CALCULATION NUMBER 1

SERVICE WATER SYSTEM, SW-700 CODE ANSI/ASME B31.1 ASME-1973 REV S73 Walter Tono LINE LONG.

END TAPER NO.

WELD WELD JOINT CASE NAME 120 121 122 123 124 125 RESTRAINT RESTRAINT RESTRAINT RESTRAINT RESTRAINT ENDPROBLEM POINT NO.

140 190 220 1470 251 I

II III IV V

VI 0.000 0.000 0.000 0.000

-0.707 1.000 1.000 1.000 1.000 0.707 0.000 0.839E+05 0.000 0.672E+05 0.000 0.674E+05 0.000 0.155E+07

-0.707 0.296E+04 Design Analysis DA-ME-2002-063 Appendix B Revision 0

Date 10/31//2002 27R-LEVEL 28R-LEVEL 29R-LEVEL 30R-LEVEL 31R-LEVEL 1

1 1

11/06/:2 15:10:27 (201

P-3 PACE NO.

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÷+ DST/PIPESTRESS ÷+

R.E. GINNA STATION Version 3.4.08e IBM-PC Dec. 1994 CALCULATION NUMBER 1

SERVICE WATER SYSTEM, SW-700 CODE ANSI/ASME B31.1 ASME-1973 REV S73 Walter Tono TEE JUNCTIONS UNITS-IN RUN -------------

BRANCH ---------

MIN PAD TH.

POINTS DIAM THICK POINTS DIAM THICK ANGLE OR RP TN ZB ZRUN R2 1400 BRANCH CONN 1000 BRANCH CONN 900 BRANCH CONN 220 1400 251 350 1000 800 850 900 950 8.625 8.625 8.625 0.322 1400 1410 2.875 0.322 1000 1010 4.500 0.322 900 910 4.500 Design Analysis DA-ME-2002-063 Appendix B Revision 0

Date 10/31//2002 TYPE 0.203 90.0 0.237 90.0 0.237 90.0 1.438 0.203 2.250 0.237 2.250 0.237 1.806 4.596 4.596 16.809 16.809 16.809 11/06/:2 15:10:27 121]

S S T S Y S T E M S I N C.

P-4 PAGE NO.

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SERVICE WATER SYSTEM, SW-700 CODE ANSI/ASME B31.1 ASME-1973 REV S73 Walter Tono 11/06/:2 15:10:27 (22]

SHEAR 1-LOCAL X X

Y Z

0.797432 0.000000 -0.603408

-0.103506 0.000000 0.994629

-0.101514 0.000000 0.994834

-0.101514 0.000000 0.994834 LOCAL COORDINATES OF ANCHORS SHEAR 2-LOCAL Y X

Y Z

0.000000 1.000000 0.000000 0.000000 1.000000 0.000000 0.000000 1.000000 0.000000 0.000000 1.000000 0.000000 AXIAL-LOCAL Z X

Y Z

0.603408 0.000000 0.797432

-0.994629 0.000000 -0.103506

-0.994834 0.000000 -0.101514

-0.994834 0.000000 -0.101514 Revision 0

Date 10/31//2002 POINT NO.

10 410 1050 945 TYPE ANCHOR ANCHOR ANCHOR ANCHOR DEFINING MEMBER TANGENT TANGENT TANGENT TANGENT Design Analysis DA-ME-2002-063 Appendix B

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1994 CALCULATION NUMBER I

SERVICE WATER SYSTEM, SW-700 POINT NO.

CODE ANSI/ASME B31.1

/--

STRESS INDICES -- /

MOMENT LOADING ----

SIF ASME-1973 REV S73 Walter Tono I--- MEMBER PARAMETERS ---

I D/TH.

THICK.

(INCH) 11/06/:2 15;10:27 (23]

TANGENT LR ELBOW 10 20 20 6500 LR ELBOW 6500 TANGENT TANGENT Li ELBOW TANGENT TANGENT TANGENT LR ELBOW TANGENT TANGENT TANGENT TANGENT TANGENT TANGENT TANGENT TANGENT 26.786 26.786 26.786 1.000 1.000 2.439 2.439 2.439 2.439 2.439 2.439 1.000 1.000 1.000 1.000 2.439 2.439 2.439 1.000 1.000 1.000 1.000 1.000 1.000 2.439 2.439 2.439 1.000 1.000 1 000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 2.741 2.741 1.000 1.000 1.000 6501 6501 50 50 80 80 6502 6502 90 90 110 110 115 115 6503 6503 120 120 140 140 170 170 190 190 220 220 1400 1400 251 251 260 0.322 0.322 0.322 26.786 0.322 26.786 0.322 26.786 26.786 26.786 26.786 26.786 26.786 26.786 26.786 26.786 26.786 26.786 26.786 26.786 26.786 26.786 26.786 26.786 26.786 26.786 26.786 26.786 26.786 26.786 26.786 26.786 26.786 26.786 26.786 26.786 26.786 26.786 0.322 0.322 0.322 0.322 0.322 0.322 0.322 0.322 0.322 0.322 0.322 0.322 0.322 0.322 0.322 0.322 0.322 0.322 0.322 0.322 0.322 0.322 0.322 0.322 0.322 0.322 0.322 0.322 0.322 0.322 0.322 Design Analysis DA-ME-2002-063 Appendix B Revision 0

Date 10/31//2002

P-5 PAGE NO.

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++ DST/PIPESTRESS +÷ R.E. GINNA STATION Version 3.4.08e IBM-PC Dec. 1994 CALCULATION NUMBER 1

SERVICE WATER SYSTEM, SW-700 POINT NO.

CODE ANSI/ASME B31.1

/--

STRESS INDICES --

I MOMENT LOADING ----

SIF ASME-1973 REV S73 Walter Tono

/---

MEMBER PARAMETERS ---

/

D/TH.

THICK.

(INCH) 11/06/:2 15:10:27

[24]

960 TANGENT 960 1100 LR ELBOW 1100 1.000 1.000 1.000 1.000 3.196 3.196 3.196 1.000 1.000 3.196 3.196 3.196 1.000 1.000 1.000 4.121 4.121 1.000 1.000 1.000 1.000 4.121 4.121 1.000 2.000 2.000 2 000 1 000 1.000 1.953 1.953 1.953 2.000 2.000 2.000 1.000 1.000 18.987 0.237 18.987 0.237 Design Analysis DA-ME-2002-063 Appendix B Revision 0

Date 10/31//2002 TANGENT TANGENT SR ELBOW TANGENT SR ELBOW TANGENT TANGENT TANGENT TANGENT TANGENT TANGENT REDUCER 260 1200 1200 285 285 6504 6504 295 295 300 300 350 350 1000 1000 800 800 850 850 900 900 950 950 26.786 26.786 26.786 26.786 26.786 26.786 26.786 26.786 26.786 26.786 26.786 26.786 26.786 26.786 26.786 26.786 26.786 26.786 26.786 26.786 26.786 26.786 26.786 18.987 18.987 18.987 18.987 0.322 0.322 0.322 0.322 0.322 0.322 0.322 0.322 0.322 0.322 0.322 0.322 0.322 0.322 0.322 0 322 0.322 0.322 0.322 0.322 0.322 0.322 0.322 0.237 0.237 0.237 0.237 REDUCER TANGENT 1120 1120 1130 1130 410 16.204 16.204 16.204 0.216 0.216 0.216

S S T S Y S T E M S I N C.

P°5 PAGE NO.

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SERVICE WATER SYSTEM, SW-700 TANGENT REDUCER TANGENT TANGENT TANGENT REDUCER POINT NO.

1000 1010 1010 1020 1020 1040 1040 1050 900 910 910 920 TANGENT 920 940 TANGENT 940 945 TANGENT 1400 1410 TANGENT 1410 1430 TANGENT 1430 1440 LR ELBOW 1440 TANGENT TANGENT TANGENT 6505 6505 1460 1460 1470 1470 1480 CODE ANSI/ASME B31.1

/--

STRESS INDICES --1 MOMENT LOADING ----

SIF 4.121 1.000 2.000 2.000 2.000 1.000 1.000 1.000 1.000 4.121 1.000 2.000 2.000 2.000 1.000 1.000 1.000 1.000 2.741 1.000 1.000 1.000 1.000 1.000 1.588 1.588 1.588 1.000 1.000 1.000 1.000 1.000 1.000 ASME-1973 REV S73 Walter Tono

/--- MEMBER PARAMETERS ---

/

D/TH.

THICK.

(INCH) 18.987 18.987 18.987 16.204 16.204 16.204 16.204 16.204 18.987 18.987 18.987 16.204 16.204 16.204 16.204 16.204 14.163 14.163 14.163 14.163 14.163 14.163 14.163 14.163 14.163 14.163 14.163 14.163 14.163 14.163 11/06/:2 15:10:27 (25]

0.237 0.237 0.237 0.216 0.216 0.216 0.216 0.216 0.237 0.237 0.237 0.216 0.216 0.216 0.216 0.216 0.203 0.203 0.203 0.203 0.203 0.203 0.203 0.203 0.203 0.203 0.203 0.203 0.203 0.203 Design Analysis DA-ME-2002-063 Appendix B Revision 0

Date 10/31//2002

S S T S Y S T E M S I N C.

R-1 PAGE NO.

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R.E. GINNA STATION Version 3.4.08e IBM-PC Dec. 1994 CALCULATION NUMBER 1

SERVICE WATER SYSTEM, SW-700 CODE ANSI/ASME B31.1 ASME-1973 REV S73 Walter Tono 11/06/:2 15:10:27 126J OPER WEIGHT ANALYSIS - DEADWEIGHT + WATERHAMMER GLOBAL DISPLACEMENTS IN INCHES POINT 10 20 6500 6501 50 80 6502 90 110 115 6503 120 140 170 190 220 1400 251 260 1200 285 6504 295 300 350 1000 800 850 900 950 960 1100 1120 1130 410 1000 1010 1020 D(X)

D(Y)

D(Z) 0.000 0.000 0.000

-0.003

-0.006

-0.039

-0.043

-0.042

-0.029

-0. 028

-0.026

-0.025

-0.016 0.001 0.021 0.051 0.057 0.035 0.031 0.022 0.017 0.009 0.007

-0.007

-0.005

-0.004

-0.003

-0.002

-0.002 0.000 0.000 0.000 0.000

-0.005

-0.003

-0.002

-0.001

-0.002

-0.011

-0.014

-0.022

-0.023

-0.043

-0.041

-0.037

-0.011

-0.005

-0.007

-0.008 0.004 0.004 0.004 0.004 0.003 0.002

-0.004

-0.003

-0.002

-0.002 0.000

-0.003

-0.002 0.000 0.000 0.006 0.015 0.022 0.101 0.112 0.112 0.126 0.127 0.128 0.128 0.128 0.128 0.128 0.128 0.128 0.128 0.128 0.128 0.128 0.124 0.122 0.097 0.065 0.054 0.046 0.021 0.018 0.014 0.011 0.005 0.002 0.000 0.000 0.054 0.037 0.025 ROTATIONS IN RADIANS*1000.

R(X)

R(Y)

R(Z) 0.20754 0.27216 0.91699 1.06802 1.07576 0.96131 0.45112 0.44114

-0.05853

-0.11264

-0.42026

-0.44817

-0.29905 0.00138 0.01493 0.02825

-0.01018

-0.01609 0.00583 0.06290 0.10140 0.67540 0.69729 1.74385 1.54112 1.33607 1.13278 0.58092 0.53519 0.51333 0.43158 0.11280

-0.08986

-0.06400

-0.00738 1.33607 1.25669 0.95286 0.01440 0.01980 0.02669 0.05805 0.07131 0.21277 0.21641 0.21821 0.23441" 0.22744 0.16228 0.15685 0.17039 0.32823 0.42959 0.33851 0.26139

-0.74617

-0.81480

-0.93946

-1.00240

-1.90129

-1.91864

-2.59705

-2.64709

-2.66614

-2.53401

-1.94840

-1.81628

-1.79597

-1.69997

-0.94332

-0.34123

-0.23534

-0.03368

-2.66614

-2.77562

-2.73103 0.04356 0.07207 0.20774 0.38089 0.39628 0.46704 0.20777 0.20626 0.12132 0.11348

-0.00208

-0.00990

-0.07548

-0.15487

-0.21275

-0.29278

-0.31613

-0.47153

-0.47859

-0.49036

-0.49588

-0.30268

-0.30522 0.05759 0.06435 0.05545 0.06189 0.03933 0.02271 0.02789 0.04340 0.03048

-0.20356

-0.19024

-0.04878 0.05545 0.02141

-0.05544 Design Analysis DA-ME-2002-063 Appendix B Revision 0

Date 10/31112002 LOADING CASE NO.

15 RE-6 RE-6

SST

SYSTEMS, INC.

++ DST/PIPESTRESS ++

R.E. GINNA STATION Version 3.4.08e IBM-PC Dec. 1994 CALCULATION NUMBER 1

SERVICE WATER SYSTEM.

SW-700 CODE ANSI/ASME B31.1 ASME-1973 REV S73 Walter Tono 11/06/:2 15:10:27

[27]

LOADING CASE NO.

15 OPER WEIGHT ANALYSIS DEADWEIGHT + WATERHAMMER GLOBAL DISPLACEMENTS IN INCHES D(X)

D(Y)

D(Z) 0.000 0.000

-0.002

-0.001

-0.001 0.000 0.000 0.057 0.055 0.047 0.045 0.045 0.045 0.046 0.046 0.001 0.031

-0.016 0.021 0.051 0.046 0.035

-0.001

-0.003

-0.002

-0.001

-0.008

-0.007

-0.006 0.000 0.001

-0.005 0.004

-0.011

-0.005

-0.007 0.000 0.004 0.010 0.008 0.018 0.007 0.001

-0.002

-0.002 0.128 0.128 0.128 0.128 0.129 0.130 0.139 0.139 0.128 0.128 0.128 0.128 0.128 0.139 0.128 ROTATIONS IN RADIANS*1000.

R(X)

R(Y)

R(Z) 0.27967 0.14705 0.53519 0.50604 0.38978 0.11833 0.06279

-0.01018

-0.00977

-0.00216

-0.00066 0.00378 0.00386 0.00297 0.00298 0.00138 0.00583

-0.29905 0.01493 0.02825 0.00297

-0.01609

-1.25109

-0.75501

-1.81628

-1.64106

-1.09487

-0.25558

-0.14522 0.26139 0.26139 0.26139 0.26139 0.26140 0.26140 0.26140 0.26140 0.32823

-0.81480 0.17039 0.42959 0.33851 0.26140

-0.74617

-0.06415

-0.04177 0.02271

-0.01606

-0.09902

-0.08588

-0.05397

-0.31613

-0.31225

-0.23939

-0.22502

-0.18252

-0.18169

-0.19016

-0.19004

-0.15487

-0.47859

-0.07548

-0.21275

-0.29278

-0.19016

-0.47153 Design Analysis DA-ME-2002-063 Appendix B Revision 0

Date 10/31//2002 POINT 1040 1050 900 910 920 940 945 1400 1410 1430 1440 6505 1460 1470 1480 170 260 140 190 220 1470 251 RE-6 RE-6 RE-1 RE-1 RE-1 RE-1 RE-1 RE-1 RE-I R-1 PAGE NO.

12

S S T S Y S T E M S I N C.

R-2 PAGE NO.

13

÷÷ DST/PIPESTRESS +÷ R.E. GINNA STATION Version 3.4.08e IBM-PC Dec. 1994 CALCULATION NUMBER 1

SERVICE WATER SYSTEM, SW-700 CODE ANSI/ASME B31.1 ASME-1973 REV S73 Walter Tono 11/06/:2 15:10:27

[281 LOADING CASE NO.

15 OPER WEIGHT ANALYSIS -

DEADWEIGHT + WATERHAMMER FORCE BALANCE

FORCES IN LB ----------------

FX FY FZ 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000

-3645.5060222 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 MOMENTS IN FT LB---------------

MX MY MZ 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 3200.0000000 Design Analysis DA-ME-2002-063 Appendix B Revision 0

Date 10/31//2002 POINT NO.

10 140 170 190 220 1400 251 260 1000 900 410 1050 945 1470 1480 SUPPORTS

S S T S Y S T E M S I N C.

R-3 PAGE NO.

14

+ DST/PIPESTRESS ++

R.E.

GINNA STATION Version 3.4.08e IBM-PC Dec.

1994 CALCULATION NUMBER 1

SERVICE WATER SYSTEM, SW-700 CODE ANSI/ASME B31.1 ASME-1973 REV S73 Walter Tono 11/06/:2 15:10:27

[29]

LOADING CASE NO.

15 OPER WEIGHT ANALYSIS -

DEADWEIGHT + WATERHAMMER EQUATION 11 SUSTAINED LOAD STRESSES IN PSI.....-----

GLOBAL POINT FORCES NO.

FX IN POUNDS ---

FY FZ MOMENTS IN FOOT POUNDS ----

.75 WEIGHT MX MY MZ SIF STRESS LOCAL L PRES TOTAL STRESS STRESS STRESS

/ SH

ALLOWABLE STRESS

-799.

772.

-772.

686.

-686.

644.

-644.

612.

-612.

273.

-273.

188

-188.

181.

-181.

-167.

167.

-206.

206.

-249.

249.

-281.

281.

-547.

-408.

86.

-86.

-150.

-190.

-135.

-342.

129.

-129.

129.

-129.

129.

-129.

129.

-129.

129.

-129.

129.

-129.

129.

-129.

129.

-129.

129.

-129.

129.

-129.

129.

-129.

129.

-129.

129.

-129.

129.

-129.

129.

-129.

129.

1400

-105.

247.

-129.

1729.

-1416.

1416.

-433.

433.

-223.

223.

-147.

147.

662.

-662.

954.

-954.

972.

-972 1002.

-1002.

908.

-908.

747.

-747.

592.

-592.

-1444.

1444.

26.

-26.

-113.

113.

51.

-51.

566.

120.

-184.

184.

-264.

264.

-245.

245.

-245.

245.

-245.

245.

-196.

196.

-190.

190.

119.

-119.

154.

-154.

148.

-148.

112.

-112.

-190.

190.

-555.

555.

-101.

101.

527.

-527.

711.

Design Analysis DA-ME-2002-063 Appendix B Revision 0

Date 10/31112002 12700.

ANCHOR TANGENT 20A LR ELBOW 20B LR ELBOW 30B TANGENT TANGENT LR ELBOW 85B TANGENT TANGENT TANGENT lISA LR ELBOW 115B TANGENT TANGENT TANGENT TANGENT TANGENT TANGENT 10 10 20 20 6500 6500 6501 6501 50 50 80 80 6502 6502 90 90 110 110 115 115 6503 6503 120 120 140 140 170 170 190 190 220 220

-61.

61.

-61.

61.

-61.

61.

-61.

61.

-61.

61.

-61.

61.

-61.

61.

-61.

61.

-61.

61.

-61.

61.

-61.

61.

-61.

61.

-61.

61.

105.

-l05.

105.

-105.

105.

363.

-600.

600.

-586.

586.

-387.

387.

-351 351.

33.

-33.

257.

-257.

275.

-275.

306.

-306.

211.

-211.

144.

-144.

144.

-144.

144.

.- 144.

144.

-144.

144.

-144.

144.

-144 144.

1.000 1.000 1.829 1.829 1.829 1.829 1.000 1.000 1.000 1.000 1.829 1.829 1.000 1.000 1.000 1.000 1.000 1.000 1.829 1.829 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 2.056 1264.

1106.

2023.

1011.

665.

364.

323.

504.

922.

1316.

720.

733.

753.

674.

1233.

1012.

553.

442.

1045 1045.

410.

149.

392.

1350.

1004.

1004 1004.

1004.

1004 1004.

1004.

1004 2269.

2110.

3027.

2016.

1669.

1368.

1327.

1509.

1927.

2320.

1724.

1738.

1757.

1679.

2238.

2016.

1558.

1447.

2049.

1414.

1154.

1396.

2354.

0.179 0.166 0.238 0.159 0.159 0.131 0.108 0.105 0.105 0.119 0.152 0.183 0.136 0.137 0.137 0.138 0.138 0.132 0.176 0.159 0.123 0.114 0 114 0 161 0.161 0.111 0.111 0.091 0.091 0.110 0.110 0.185

S S T S Y S T E M S, I N C."

R-3 PAGE NO.

15

++ DST/PIPESTRESS ++

R,E. GINNA STATION Version 3.4.08e IBM-PC Dec. 1994 CALCULATION NUMBER 1

SERVICE WATER SYSTEM, SW-700 CODE ANSI/ASME B31.1 ASME-1973 REV S73 Walter Tono 11/06/:2 15:10:27 (30]

LOADING CASE NO.

15 OPER WEIGHT ANALYSIS -

DEADWEIGHT + WATERHAMMER EQUATION 11 SUSTAINED LOAD S.......

STRESSES IN PSI..........

GLOBAL

---.- FORCES IN POUNDS ---

FX FY FZ MOMENTS IN FOOT POUNDS ----

.75 WEIGHT MX MY MZ SIF STRESS LOCAL

ALLOWABLE STRESS 105.

-105.

261.

-261.

261.

-261.

261.

-261.

261.

-261.

261.

-261.

261.

-261.

261.

-261.

261.

-261.

175.

-175.

175.

-175.

175.

-175.

-196.

-400.

243.

-270.

655.

-700.

700.

-721.

721.

-750.

750.

-757.

757.

-814.

814.

-897.

897.

-929.

476.

-507.

507.

-647.

647.

-679.

129.

-129.

286

-286 286.

-286.

286.

-286.

-2914.

2914.

-2914.

2914

-2914.

2914.

-2914.

2914.

-2914.

2914.

1199.

-1199.

1199.

-1199.

1199.

-1199.

POINT NO.

1400 1400 1400 251 251 260 260 1200 1200 285 285 6504 6504 295 295 300 300 350 350 1000 1000 1000 1000 800 800 850 850 900 900 900 900 950 950

-567.

-552.

552.

-680.

680.

-1244.

1244.

-1522.

1522.

-1869.

1869.

-1944.

1944.

-372.

372.

4090.

-4090.

5789.

-5247.

4548.

-4548.

1451.

-1451.

752.

-711.

1862.

-1862.

1993.

-1993.

2211.

-2211.

2313.

-2313.

1867

-1867.

1603.

-1603.

353.

-353.

353.

-353.

353.

2448.

-2448.

2448.

-2448.

2448.

-2448.

BRANCH CONN BRANCH CONN TANGENT TANGENT TANGENT TANGENT 285A SR ELBOW 285B TANGENT 295A SR ELBOW TANGENT TANGENT BRANCH CONN BRANCH CONN TANGENT TANGENT TANGENT BRANCH CONN BRANCH CONN TANGENT REDUCER L PRES TOTAL STRESS STRESS STRESS

/ SH 12700.

-153.

153.

-153.

153.

-153.

153.

-153.

153.

-153.

9.

-9.

-66.

66.

-262.

262.

138.

-138.

290 206.

-104.

104.

349.

-349.

451.

2.056 1 000 1.000 1.000 1.000 1.000 1.000 1.000 2.397 2.397 1.000 1.000 2.397 2.397 1.000 1.000 1.000 3.090 3.090 1.000 1 000 1 000 1.000 3.090 145.

3.090

-104.

1.000 104.

1.500 1353.

1391.

1507.

1814.

1980.

4745.

4520.

1886.

1800.

4313.

985.

411.

2933.

12812.

12782.

3688.

2047.

5738.

1553.

440.

660.

1004.

1004 1004.

1004.

2357.

2395.

2512.

2819.

2984.

5749.

5525.

2890.

2804.

5318.

1990.

1415.

3937.

13817.*

13787.

4693.

3052.

6743.

2557.

1445.

1665.

0.186 0.189 0.189 0.198 0.198 0.222 0.222 0.235 0.453 0.435 0.228 0.221 0.419 0.157 0.111 0.310 0.310 1.088 1 086 0.369 0.369 0.240 0.240 0.531 0.201 0 114 0.131 Design Analysis DA-ME-2002-063 Appendix B Revision 0

Date 10/31//2002

71.

121.

171.

-71.

-152.

-171.

71.

152.

171.

-577.

376.

477.

-376.

-477.

376.

SSIT

SYSTEMS, INC R-3 PAGE NO.

16 R.i. GINNA STATION Version 3.4.08e IBM-PC Dec. 1994

-+ DST/PIPESTRESS ÷+÷-----

CALCULATION NUMBER 1

SERVICE WATER SYSTEM, SW-700 CODE ANSI/ASME B31.1 ASME-1973 REV S73 Walter Tono 11/06/:2 15:10:27

[31]

LOADING CASE NO.

15 OPER WEIGHT ANALYSIS -

DEADWEIGHT + WATERHAMMER EQUATION 11 SUSTAINED LOAD STRESSES IN PSI ----------

GLOBAL POINT FORCES IN POUNDS ---

NO.

FX FY FZ 960 TANGENT 960 1100 LR ELBOW 1100 1120 REDUCER 1120 1130 TANGENT 1130 410 ANCHOR 410 BRANCH CONN 1000 TANGENT 1000 1010 REDUCER 1010 1020 TANGENT 1020 1040 TANGENT 1040 1050 ANCHOR 1050 BRANCH CONN TANGENT REDUCER TANGENT 900 900 910 910 920 920 940

-71.

71.

-71.

71.

-71.

71.

-71.

71.

-71.

86.

-86.

86.

-86.

86.

-86

86.

-86.

104.

-104.

104.

-104.

104.

-104.

-170.

170.

-209.

209.

-223.

223.

-228.

228.

-235.

453.

-462.

462

-467.

467.

-473.

473.

-474.

558.

-567.

567.

-572.

572.

-578.

-171.

171.

-171.

171.

-171.

171.

-171.

171.

-171.

-4112.

4112.

-4112.

4112.

-4112.

4112.

-4112.

4112.

1028.

-1028.

1028.

-1028.

1028.

-1028.

MOMENTS IN FOOT POUNDS ----

.75 WEIGHT MX MY MZ SIF STRESS LOCAL

ALLOWABLE STRESS 391.

-376.

-391.

376.

21.

-376.

-21.

376.

-53.

-295.

53.

295.

-46.

-241.

46.

241.

-31.

-140.

-543.

-2801.

567.

712.

-567.

-712.

583.

-652.

-583.

652.

608.

-2742.

-608.

2742.

613.

-3146.

-176.

2072.

205.

-1557.

-205.

1557.

225.

-1220.

-225 1220.

256.

-705.

12700.

-69.

69.

85.

-85.

14.

-14.

-61.

61.

-203.

-497.

265.

-265.

111.

-111.

-128.

128.

-174.

-597.

312.

-312.

123.

-123.

-168.

1.500 1.000 1.000 1.465 1.465 1.500 1.500 1.000 1.000 3065.

2043.

1443.

2113.

1641.

1681.

2638.

1759.

1732.

3.090 23371.

1.000 3538.

1.500 5306.

1.500 9208.

1 000 6138.

1.000 19568.

1.000 22340.

3.090 17457.

1.000 5976.

1.500 8964.

1.500 13018.

1.000 8679.

1.000 5348.

L PRES TOTAL STRESS STRESS STRESS

/ SH 712.

712.

608.

712.

608.

712.

608.

3777.

0.297 2755.

0.217 2155.

0.170 2825.

0.222 2353.

0.185 2393.

0.188 3246.

0.256 2367.

0.186 2340.

0.184 24083.* 1.896 4250.

0.335 6019.

0.474 9815.

0.773 6746.

0.531 20176.- 1.589 20176.* 1.589 22947.- 1.807 18169.- 1.431 6688.

0.527 9676.

0.762 13626.- 1.073 9286.

0.731 608.

5956.

0.469 Design Analysis DA-ME-2002-063 Appendix B Revision 0

Date 10/31//2002

I N C R-3 PACE NO.

17 STVersion 3.4.08e IBM-PC Dec. 1994

÷* DST/PIPESTRESS

÷÷ R.E.

GINNA STATION Vrin340e IMP e.19 CALCULATION NUMBER 1

SERVICE WATER SYSTEM.

SW-700 CODE ANSI/ASME B31.1 ASME-1973 REV S73 Walter Tono 11/06/:2 15:10:27 132]

LOADING CASE NO.

15 OPER WEIGHT ANALYSIS - DEADWEIGHT + WATERHAZMER EQUATION 11 SUSTAINED LOAD GLOBAL POINT FORCES NO.

FX STRESSES IN PSI ----------

IN POUNDS ---

FY FZ MOMENTS IN FOOT POUNDS ----

.75 WEIGHT MX MY MZ SIF STRESS LOCAL L PRES TOTAL STRESS STRESS STRESS

/ SH 104.

578.

1028.

-104.

-579.

-1028.

0.

-50.

46.

-46.

23.

-23.

19.

-19.

15.

-15.

11.

-11.

-13.

-2.

0.

MAX STRESS RATIO -

1.896 AT POINT 1000

0.

ALLOWABLE

-256.

262.

1.

-1.

1.

-1.

1.

"1.

1.

0.

"0.

0.

STRESS 705.

-605.

0.

12700.

168.

-225.

9.

-9.

9.

-9.

9.

-9.

9.

-3.

3.

2.

-2.

0.

1.000 5348.

608.

5956.

0.469 1.000 4848.

608.

5456.

0.430 2.056 1.000 1.000 1.000 1.000 1.000 1.191 1.191 1.000 1.000 1.000 1.000 1.000 1.000 117.

97.

115.

45.

38.

25.

3.

0.

531.

648.

628.

646.

576.

569.

556.

534.

531.

MAX MOMENT RATIO -

1.840 AT POINT 1000 Design Analysis DA-ME-2002-063 Appendix B Revision 0

Date 10/31//2002 TANGENT ANCHOR BRANCH CONN TANGENT TANGENT TANGENT 1440A LR ELBOW 1440B TANGENT TANGENT TANGENT 940 945 945 1400 1400 1410 1410 1430 1430 1440 1440 6505 6505 1460 1460 1470 1470 1480 0.051 0.049 0.049 0.049 0.049 0.049 0.051 0.045 0.045 0.044 0.044 0.042 0.042 0.042

S S T S Y S T E M S I V C R-6 PAGE NO.

18

++ DST/PIPESTRESS

÷÷ R.E.

GINNA STATION Version 3.4.08e IBM-PC Dec. 1994 CALCULATION NUMBER 1

SERVICE WATER SYSTEM, SW-700 CODE ANSI/ASME B31.1 ASME-1973 REV S73 Walter Tono 11/06/:2 15:10:27 133]

LOADING CASE NO.

15 OPER WEIGHT ANALYSIS -

DEADWEIGHT + WATERHAMMER ACTION OF ANCHORS,SUPPORTS AND RESTRAINTS ON PIPING RESTRAINT RESULTANT POSITIVE IF ACTION IN SAME DIRECTION AS RESTRAINT GLOBAL FORCES IN LB --------

MOMENTS IN FT LB ------

FX FY FZ MX MY MZ

61.

71.

86.

104.

-166.

0.

-157.

799.

235.

474.

579.

0.

-385.

955.

340.

477.

15.

157.

-129.

171.

-4112.

1028.

0.

-157.

-1729.

31.

-613.

-262.

-120.

140.

3146.

605.

-363.

203.

174.

225.

RESULTANT RESULTANT FORCE MOMENT 811.

299.

4141.

1184.

-166.

-385.

955.

340.

477.

15.

271.

1771.

249.

3210.

697.

0.

3646.

-3200.

Design Analysis DA-ME-2002-063 Appendix B Revision 0

Date 10/31//2002 POINT NO.

10 410 1050 945 170 260 140 190 220 1470 251 ANCHOR ANCHOR ANCHOR ANCHOR RESTRAINT RESTRAINT RESTRAINT RESTRAINT RESTRAINT RESTRAINT RESTRAINT ALL SUPPORTS

PAGE NO.

19 SST

SYSTEMS, INC.

++ DST/PIPESTRESS +÷ R.E.

GINNA STATION Version 3.4.08e IBM-PC Dec. 1994 CALCULATION NUMBER 1

SERVICE WATER SYSTEM, SW-700 CODE ANSI/ASME B31.1 ASME-1973 REV S73 Walter Tono 11/06/:2 15:10:27

[34]

OPER WEIGHT ANALYSIS - DEADWEIGHT + WATERHAMMER ACTION OF ANCHORS, NOZZLES AND CONNECTIONS ON PIPING IN THE LOCAL COORDINATE SYSTEM OF CONNECTED PIPING TYPE POINT FORCES IN LB NO.

SHEAR 1 SHEAR 2 AXIAL (X)

(Y)

(Z)

SHEAR RSLTNT RSLTNT FORCE (SEE PAGE NO.

7)

MOMENTS IN FT LB-------------

BEND.1 BEND.2 TORSION BENDING RSLTNT (X)

(Y)

(Z)

RSLTNT MOMENT

-120.

-1333.

140.

-52.

3146 592.

605.

237.

Design Analysis DA-ME-2002-063 Appendix B Revision 0

Date 10/31//2002 LOADING CASE NO.

15 ANCHOR ANCHOR ANCHOR ANCHOR 10 410 1050 945 127.

163.

-4100.

1012.

799.

235.

474.

579.

-66.

-88.

332.

-208.

809.

286.

4127.

1166.

811.

299.

4141.

1184.

-1160.

199.

235.

250.

1166.

243.

3155.

655 1771.

249.

3210.

697.

R-7 PAGE NO.

20 SST

SYSTEMS, INC..

++ DST/PIPESTRESS

+÷ R.E. GINNA STATION Version 3.4.08e IBM-PC Dec. 1994 CALCULATION NUMBER 1

SERVICE WATER SYSTEM, SW-700 CODE ANSI/ASME B31.1 ASME-1973 REV S73 Walter Tono 11/06/:2 15:10:27

[351 SUPPORTS

SUMMARY

CASE TITLE 15 DEADWEIGHT + WATERHAMMER Design Analysis DA-ME-2002-063 Appendix B Revision 0

Date 10/31//2002

S S T S Y S T E M S

++ DST/PIPESTRESS ++

CALCULATION NUMBER SERVICE WATER SYSTEM, I N C R-7.1 PAGE NO.

21 R.E. GINNA STATION Version 3.4.08e IBM-PC Dec. 1994 1

CODE ANSI/ASME B31.1 ASME-1973 REV S73 Walter Tono 11/06/:2 15:10:27 (361 SW-700 GLOBAL DISPLACEMENTS GLOBAL FORCES AND MOMENTS ACTION OF ANCHORS, NOZZLES AND CONNECTIONS ON PIPING FORCES IN LBS ---------

MOMENTS IN FT-LBS-------

FY FZ RES.

MX MY MZ RES.

799.

-129.

811.

-1729.

-120.

-363.

1771.

235.

171.

299.

31.

140.

203.

249.

474.

-4112.

4141.

-613.

3146.

174.

3210.

579.

1028.

1164.

-262.

605.

225.

697.

DISPLACEMENTS DEL.X DEL.Y 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 IN INCHES --

DEL.Z RES.

0.00 0.00 0.00 0.00 0.01 0.01 0.00 0.00 Design Analysis DA-ME-2002-063 Appendix B Revision 0

Date 10131112002 NAME ANCHOR ANCHOR ANCHOR ANCHOR POINT NO.

10 410 1050 945 CASE NO.

15 15 is 15 FX

61.

71.

86.

104.

S S T S Y S T E M S

++ DST/PIPESTRESS ++

CALCULATION NUMBER SERVICE WATER SYSTEM, I N C.

R-7.3 PAGE NO.

22 R.E. GINNA STATION Version 3.4.08e IBM-PC Dec. 1994 1

CODE ANSI/ASME B31.1 ASME-1973 REV S73 Walter Tono 11/06/:2 15:10:27

[37]

SW-700 GLOBAL DISPLACEMENTS AND ROTATIONS GLOBAL FORCES ACTION OF RESTRAINTS, SNUBBERS AND SUPPORTS ON PIPING POINT CASE FORCES IN LBS --------

NO.

170 260 140 190 220 1470 251 NO.

15 is 15 15 15 15 15 FX

-166.

0.

0

-157 FY

0.

-385.

955.

340.

477.

15.

157.

FZ

0.

-157.

Design Analysis DA-ME-2002-063 RES.

166.

385.

955.

340.

477.

15.

271.

DISPLACEMENTS IN INCHES ---

DEL.X 0.00 0.03

-0.02 0.02 0.05 0.05 0.04 Appendix B DEL. Y 0.00 0.00

-0.01

-0.01 0.00 0.00 DEL. Z 0.13 0.13 0.13 0.13 0.13 0.14 0.13 RES.

0.13 0.13 0.13 0.13 0.14 0.15 0.13 ROTATIONS IN RADIANS X 1000 THETA X 0.001 0.006

-0.299 0.015 0.028 0.003

-0.016 THETA Y 0.328

-0.815 0.170 0.430 0.339 0.261

-0.746 THETA Z

-0.155

-0.479

-0.075

-0.213

-0.293

-0.190

-0.472 RES.

0.363 0.945 0.352 0.480 0.448 0.323 0.883 Revision 0

Date 10/31//2002 NAME RESTRAINT RESTRAINT RESTRAINT RESTRAINT RESTRAINT RESTRAINT RESTRAINT

S S T S Y S T E M S,

+ DST/PIPESTRESS +÷ CALCULATION NUMBER SERVICE WATER SYSTEM, R-7.1 PAGE NO.

23 I N C*

R.E. GINXA STATION Version 3.4.08e IBM-PC Dec. 1994 1

CODE ANSI/ASME B31.1 ASME-1973 REV S73 Walter Tono 11/06/:2 15:10:27

[38]

SW-700 GLOBAL DISPLACEMENTS LOCAL FORCES AND MOMENTS ACTION OF ANCHORS, NOZZLES AND CONNECTIONS ON PIPING FORCES IN LBS -----------------

MOMENTS IN FT-LBS -------

SHEAR 1 SHEAR 2 AXIAL RES.

BEND.1 BEND.2 TORSION RES.

(X)

(Y)

(Z)

(X)

(Y)

(Z) 127.

799.

-66.

811.

-1160.

-120.

-1333.

1771.

163.

235.

-88.

299.

199.

140.

-52.

249.

-4100.

474.

332.

4141.

235.

3146.

592.

3210.

1012.

579.

-208.

1184.

250.

605.

237.

697.

DISPLACEMENTS DEL.X DEL.Y 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 IN INCHES --

DEL. Z" RES.

0.00 0.00 0.01 0.00 0.00 0.00 0.01 0.00 Design Analysis DA-ME-2002-063 Appendix B Revision 0

Date 10131112002 POINT NO.

CASE NO.

15 15 15 15 ANCHOR ANCHOR ANCHOR ANCHOR 10 410 1050 945

E-1 PAGE NO.

24 SST

SYSTEMS, INC.

++ DST/PIPESTRESS ++

R.E.

GINNA STATION

-- -- -÷-------------

Version 3.4.08e IBM-PC Dec.

1994 CALCULATION NUMBER 1

SERVICE WATER SYSTEM, SW-700 CODE ANSI/ASME B31.1 ASME-1973 REV S73 Walter Tono 11/06/:2 15:10:27

[39]

CONTENTS

E PAGE NO.

11 20 LOAD CASE SUPPORTS

SUMMARY

Design Analysis DA-ME-2002-063 Appendix B Revision 0

Date 10/31//2002 15 CA£

E-2 PAGE NO.

25 S ST SYSTEMS I NC.

++ DST/PIPESTRESS ++

R.E. GINNA STATION Version 3.4.08e IBM-PC Dec. 1994 CALCULATION NUMBER 1

SERVICE WATER SYSTEM, SW-700 CODE ANSI/ASME B31.1 ASME-1973 REV S73 Walter Tono TIMING INFORMATION Job step INPUT+VALIDATIONS PRINT PROBLEM DATA FORMULATE EQUATIONS STATIC ANALYSIS RESUME TOTAL FOR PROBLEM Seconds 2.6 0.4 1.0 1.2 0.2 5.4 NMPTS -

50 MODES -

0 NONZRO -

1215 NJCT 15 NMEM 53 NF9

=

196 Design Analysis DA-ME-2002-063 Appendix B Revision 0

Date 10/31//2002 1 Case 11/06/:2 15:10:27 140]

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Dear Mr. Clark:

References:

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Subject:

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2.0 CONCLUSION

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