ML20073M114

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Seismic Qualification of Reactor Core Cooling Bench Board, Equipment Number 1H13-P601
ML20073M114
Person / Time
Site: Zimmer
Issue date: 06/04/1982
From: Patel Y
SARGENT & LUNDY, INC.
To:
Shared Package
ML20073M107 List:
References
CQD-002323, CQD-2323, NUDOCS 8304210421
Download: ML20073M114 (68)


Text

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CALC. NO: CCD-CG2323 Cafcs. For REV 00 DATE: C6/C3/02 SdHGENT*LUNDY PROJECT NUM BER 24413C-15

E NGIN E E R S .,

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   '                                                                                                                                       Prepared by                                                           Date Client
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  • CALC N0c C00-002323 Cates. For REV C0 DATE: 06/33/P2 g
       ; SARGENT ul. UNDY ea0stCT sussta:413c-is
ENGINEERS C "'C ^ " Safety-Related Non-Safety-R elated PAGE 10 0F 67 Prepared by Date C!ient

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h, _- DYNAMIC ANALYSIS OF MAIN CONTROL BOARDS FOR ZIMMER. L CONT R OL INF 0RMAT ION i FNMGER OF NOD AL POINTS

                                          =    121 NUMBER OF ELEMENT TYPES           =       2 NUMOER OF LOAD CASES
                                          =       0
  • NUM0ER'0F FREQUENCIES
                                          =     36
                                          =       1 ANALYSIS CODE (NDYN)

EO.O. STATIC EO.1, MODAL Ex1RACTION EO.2 FORCEO RESPONSE . EO.3 RESPONSE SPECTRUM EO.4 DIRECT INTEGRATION SOLUTION MODE (MODEX)

                                          =       0 E0.0        EXECUTION EO.t. DATA CHECK                                                                                                                          .

NUMGER OF SUBSPACE ITERATION VECTORS (NAD)

                                           =      0            .

ECUATIONS PER BLOCK

                                           =      0 SAVE FLAG (NDYN.EO.4)                                                                                             *

(NSVO.NSVV.NSVA.NSVS)

                                           =       0 RESOLUTION MODE
                                            =      0 EO.O.      NO SAVING EO.1        SAVING EO.2.      USING INFO. SAVED ALLOWABLE CORE STORAGE = 65000 1

OPTION FOR RETAINING GEGMETRIC OATA.(O=NO. i=YES)= = 1 OPTION TO SAVE FILE-32 0F MODE SHAPE + FREO(O=NO.1=YES) 0 SAVING FILE-14 FOR STATIC OR RESP SPEC (O=NO.1=YES)= 0 OPTION FOR PERFORMING EQUILIBRIUM CHECK.(O=YES. 1=NO)= 0 OPTION FOR PRINTING OUT FINAL LOAO VECTOR.(O=NO.1=YES)= 0 T 27 n 27 F1 > PRINTING OUT RESIOUAL FORCE AT EACH NODE. (O=NO.1=YES)=.00000

  • O < F" TOLERANCE OF RESIOUAL FORCE / MAX. NOOAL FORCE OR MOMENT =

NUMBER OF ITERATIONS FOR NON-LINEAR BOUNDARY ELEMENT

                                                                      =   100
                                                                          .00100 m

M " [' nO TOLERANCE FOR NON-LINEAR BOUNDARY ELEMENTS CONVERGENCY = C) MO2 FI O Z O ..

                                                                                                                               >=    C>

w 2 --e n NODAL POINT INPUT DATA (D m o m' O Pi a C3 BOUNDARY CONDITION CODES N00AL POINT COORDINATES T NODE ZZ X Y ~ Z ,7 g g NUMBER X Y Z XX YY 0 .000 O O O O .000 132.000 --36.000 e eea i O O 114.000 36.000 0 .000 N 2 O O O O O O .000 0 .000

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                 -0000000000000--0000000000000--0000000000000--O-0000                                                                                <

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