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

{{#Wiki_filter:3 ( "' " e .4. 9 e. SEISMIC QUALIFICATION OF THE REACTOR CORE COOLING BENCH BOARD EQUIPMENT NO.1H13-P601 PREPARED BY SARGENT & LUNDY i 8304210421 830415 PDR ADOCK 05000350 A PDR

CALC. NO: C00-0"2323

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Safety-Related Non-Safety-R elated PAGE 10 0F 67 C!ient Prepared by Date Project Reviewed by Date Prej. No. Equip. N o. Approved by Date I I I l l I i !it i I I l l I I! I i i I l l l I i l I i I i APPENAIX Al-l l i I l l l l I I l lNPU3 ' HAIA 'I I Is ( l t I l t i i l l i i l: i i l I l I i l l l l i i! 1 i f u i i l I l i i i i l ll i I i i i i [ i i i I I l.r! i i i I i i l Ii i i ll i l i l I i l t l l l l _ l I j j i i j ii! I i l i l I i i I i i !I t i I I j i I I. I i I l I: I i i { i l l i I I i i j !ii I i i i j i i a I !l i i I i l i I i l l l I i l l i l i I I i i I i i j! l I 8 E I N t l fI fl l i i ~ i I l 1 l l i l l i I ' u _. ___.-_p i l i l l I i l l l i l l I I 1 l l l l I l i l i i i; .I l l l l t I l l i i j i i i l ( i l I F t i !._i i i i f I I l 6 a

') h, DYNAMIC ANALYSIS OF MAIN CONTROL BOARDS FOR ZIMMER. L CONT R OL INF 0RMAT ION i 121 FNMGER OF NOD AL POINTS = 2 NUMBER OF ELEMENT TYPES = 0 NUMOER OF LOAD CASES = 36 NUM0ER'0F FREQUENCIES = = 1 ANALYSIS CODE (NDYN) EO.O. STATIC EO.1, MODAL Ex1RACTION EO.2 FORCEO RESPONSE EO.3 RESPONSE SPECTRUM EO.4 DIRECT INTEGRATION 0 SOLUTION MODE (MODEX) = E0.0 EXECUTION EO.t. DATA CHECK NUMGER OF SUBSPACE 0 ITERATION VECTORS (NAD) = 0 ECUATIONS PER BLOCK = SAVE FLAG (NDYN.EO.4) 0 (NSVO.NSVV.NSVA.NSVS) = = 0 RESOLUTION MODE EO.O. NO SAVING EO.1 SAVING EO.2. USING INFO. SAVED ALLOWABLE CORE STORAGE = 65000 OPTION FOR RETAINING GEGMETRIC OATA.(O=NO. i=YES)= 1 FILE-32 0F MODE SHAPE + FREO(O=NO.1=YES) = 1 OPTION TO SAVE 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 PRINTING OUT RESIOUAL FORCE AT EACH NODE. (O=NO.1=YES)= 0 27 F1 > TOLERANCE OF RESIOUAL FORCE / MAX. NOOAL FORCE OR MOMENT = .00000 O < F" 100 M " [' ITERATIONS FOR NON-LINEAR BOUNDARY ELEMENT = m NUMBER OF .00100 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 NODE BOUNDARY CONDITION CODES N00AL POINT COORDINATES ~ Z T ,7 g g NUMBER X Y Z XX YY ZZ X Y i O O O O O O .000 132.000 --36.000 0 .000 e eea 2 O O O O O O .000 114.000 36.000 0 .000 N

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