Text

Rev 0 to 50147-C-002, MSIV Outlier Resolution.
	ML18039A543
Person / Time
Site:	Browns Ferry
Issue date:	10/01/1995
From:	; EQE INTERNATIONAL
To:	;
Shared Package
ML18039A528	List: ML18039A527; ML18039A529; ML18039A530; ML18039A531; ML18039A532; ML18039A533; ML18039A534; ML18039A536; ML18039A537; ML18039A538; ML18039A539; ML18039A541; ML18039A543; ML18039A544;
References
	50147-C-002, 50147-C-002-R00, 50147-C-2, 50147-C-2-R, NUDOCS 9810020177
	Download: ML18039A543 (140)
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~7 V 1 BNAYIONAB SHEET NO.

JOB NO. JOB ~PEEK By ~~ OATB CALC. NO. ~~~ SUBJECT DATE

/~~5'HK'D g,y Sg ~~ KVAzPA-7zOhf IJI OI Pi(OP+(IV-i.~ B

0 0

EOE INTERNATIONAL SHEET NO.

JOB NO. 50147 JOB Brown's Fer A-46 and IPEEE BY JZD~CATE /0 4f'S CALC. NC. C ~~ SUBJECT Main Steam Isolation Valves CHKD DATE 0 III-~I 1*+** Algor (c) Linear Stress Analysis - SSAPOH Rel. 01-SEP-94 Ver. 11.06-3H DATE: OCTOBER 4,1995 TIME: 11:56 AM INPUT FILE.............msiv3g Main Steam Isolation Valve 3g Check, Necked down rod 1**** CONTROL INFORMATION, number of node points (NUMNP) 10 number of element types (NELTYP) 1 number of load cases (LL) 3 number of frequencies (NF) 0 geometric stiffness flag (GEOSTF) 0 analysis type code (NDYN) 0 solution mode (MODEX) 0 equations per block (KEQB) ~

0 weight and c.g. flag (IWTCG) 0 bandwidth minimization flag (MINBND) 0 gravitational constant ( GRAY) 3.8600E+02 bandwidth minimization specified 1****NODAL DATA NODE BOUNDARY CONDITION CODES NODAL POINT COORDINATES NO. DX DY DZ RX RY RZ X Y Z 1 1 1 1 1 1 1 O.OOOE+00 O.OOOE+00 0 ~ OOOE+00 O.OOOE+00 2 1 1 1 1 1 1 1.300E+01 O.OOOE+00 O.OOOE+00 O.OOOE+00 3 1' 1 1 1 1 1 1.300E+01 O.OOOE+00 1.300E+01 O.OOOE+00 1 1 1 1 1 O.OOOE+00 O.OOOE+00 1.300E+01 O.OOOE+00 5 0 0 0 0 0 0 O.OOOE+00 3.500E+01 0.'OOOE+00. O.OOOE+00 6 0 0 0 0 0 0 1.300E+01 3.500E+Ol O.OOOE+00 O.OOOE+00 7 0 0 0 0 0 0 1.300E+01 3.500E+01 1.300E+01 O.OOOE+00 8 0 0 0 0 0 0 O.OOOE+00 3.500E+Ol 1.300E+Ol O.OOOE+00 9 0 0 0 0 0 0 6.500E+00 3.500E+01 6.500E+00 O,OOOE+00 10 0 0 0 0 0 0 6.500E+00 4.900E+01 6.500E+00 O.OOOE+00 PRINT OF EQUATION NUMBERS SUPPRESSED 1**** BEAM ELEMENTS number of beam elements 13 number of area property sets 2 number of fixed end force sets 0 number of materials 1 number of intermediate load sets 0 MSIV3G,L Page t o/5

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EQE INTERNATIONAL i~I'~- ~

INTA'ATkWAl SHEET NO.

JOB NO. 50'(47 JOB Brown's Fer A-46 and IPEEE BY DATE~)-4 'f~

CALO. NO. CN~ SUBJECT Main Steam Isolation Valves CHKD DATE JQ lOR) 1**** MATERIAL PROPERTIES INDEX E MU MASS WEIGHT THERMAL EXPANSION REFERENCE DENSITY DENSITY X Y 2 TEMPERATURE 1 3'.OOE+07 .300 O.OOE+00 O.OOE+00 O.OOE+00 O.OOE+00 O.OOE+00 O.OOOE+00 1****AREA PROPERTIES INDEX -------------AREAS-------------- TORSION --FLEXURAL ZNERTIAS--

AXZAL SHEAR SHEAR

'A(1') A(2) A(3) J(1) I (2) I (3) 1 1.130E+00 1.130E+00 1.130E+00 1.000E+00 1.020E-01 1.020E-01 2 1.000E+03 1.000E+03 1.000E+03 1.000E+03 1.000E+03 1.000E+03 1*"** STRESS PROPERT1ES INDEX ---SECTION MODULI---

S (2) S(3) 1 1.700E-01 1.700E-01 2 1.000E+03 1.000E+03 1+*** ELEMENT LOAD FACTORS CASE A CASE B CASE C CASE D X-DIR O.OOOE+00 O.OOOE+00 0.000E+00 O.OOOE+00 Y-DZR O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 2-DIR O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 1**** ELEMENT CONNECTIVITY DATA ELEMENT NODE NODE NODE MAT'L SECTN ---ELEMENT LOADS--- RELEASE CODES MEMBER NO. I J K INDEX INDEX A B C D I END J END NO.

1 1 5 3 1 1 0 0 0 0 0 2 4 8 3 1 1 0 0 0 0 0 3 3 7 1 1 1 0 0 0 0 0 4 2 6 1 1 1 0 0 0 0 0 5 5 6 1 1 2 0 0 0 0 0 6 6 7 2 1 2 0 0 0 0 0 7 ,7 8 3 1 2 0 0 0 0 0 8 8 5 1 1 2 0 0 0 0 0 9 5 9 1 1 2 0 0 0 0 0 10 6 9 2 1 2 0 0 0- 0 0 11 7 9 3 1 2 0 0 0 0 0 12 8 9 4i 1 2 0 0 0 0 0 13 9 10 1' 2 0 0 0 0 0 MSIV3G.L Page 2 of 5

~O EOE INTERNATIONAL

~N'=~

scnw, vwrvu.

SHEET NO.

JOB NO. 50147 JOB Brown's Fe A-46 and IPEEE BY~~~DATE~o-4 p CALO. NO. ~~ SUBJECT Main Steam Isolation Valves DATE 5'HKD 1**** BANDWIDTH MINIMIZATION

'I minbnd (bandwidth control parameter)

- - - MINIMIZER DID NOT NEED TO REDUCE BANDWIDTH

- - - Hard disk file size information for processor:

Available hard disk space on drive = 94.740 megabytes 1**** NODAL LOADS (STAT1C) OR MASSES (DYNAMIC)

NODE LOAD X-AXIS Y-AXI S Z-AXIS X-AXIS Y-AXIS Z-AXIS NUMBER CASE FORCE FORCE FORCE MOMENT MOMENT MOMENT 10 1 3.960E+03 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 10 2 O.OOOE+00 3.960E+03 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 10 3 O.OOOE+00 O.OOOE+00 3.960E+03 O.OOOE+00 O.OOOE+00 O.OOOE+00 1**** ELEMENT LOAD MULTIPLIERS load case case A case B case C case D 1 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 2 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 3 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 EQUATION PARAMETERS Number of equations = 36 Minimum bandwidth = 1 Maximum bandwidth = 30 Average bandwidth = 12 Storage required (bytes) = 3888 Total memory allocated (bytes) = 4398976 Total memory free (bytes) = 4396736 Proceeding with in-core fast solver Begin in-core solution load case gl load case g2 load case N3 End in-core solution MSIV3G.L Page 3 of 5

~O 0

EQE INTERNATIONAL SHEET NO.

JOB NO. 50147 JOB Brown's Fer A-46 and IPEEE BY~CA ~DATE~Ci 4 rS CALO. NO. C OCA SUBJECT Main Steam Isolation Valves CHKD ~DATEJ 0 Mj i 1***+ STATIC ANALYSIS LOAD CASE: =

Displacements/Rotations (degrees) of nodes NODE X- Y- z- X- Y- Z-number translation translation translation rotation rotation rotation 1 0..0000E+00 0. OOOOE+00 0.0000E+00 0.0000E+00 0. OOOOE+00 0.0000E+00 2 0.0000E+00 0. OOOOE+00 0.0000E+00 0.0000E+00 0. OOOOE+00 0.0000E+00 3 0.0000E+00 0. OOOOE+00 0.0000E+00 0.0000E+00 0. OOOOE+00 0.0000E+00 0.0000E+00 0. OOOOE+00 0.0000E+00 0.0000E+00 0. OOOOE+00 0.0000E+00 5 1.1719E+00 4. 9428E-03 1.8009E-07 -5.2926E-OS 2. 8316E-06 -4.3629E-02 6 1.1719E+00 -4. 9428E-03 -1.7993E-07 5.2926E-OS 2. 8316E-06 -4.3629E-02 7 1.1719E+00 -4. 9428E"03 1.8021E-07 -5.2926E-OS -2. 8326E-06 -4.3629E-02 8 1.1719E+00 4. 9428E-03 -1.8004E-07 5.2926E-OS 2 8326E-06 -4.3629E-02

~

9 1.1719E+00 0. OOOOE+00 8.2272E-11 1.7085E-12 9549E-10 -4.3715E-02 10 .1.1827E+00 0 OOOOE+00 8.2689E-11 1.7085E-12

~ 4 9549E-10 -4.4457E-02

~

1**** STATIC ANALYSIS LOAD CASE =

Displacements/Rotations(degrees) of nodes NODE X- Y- Z- X- Y- z-number translation translation translation rotation rotation zotation 1 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 2 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 3 0.'OOOOE+00 0 OOOOE+00

~ 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 4 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 5 0.0000E+00 1.0221E"03 0.0000E+00 -2.3397E"05 0.0000E+00 2.3397E-OS 6 0.0000E+00 1.0221E-03 0.0000E+00 -2.3397E-OS 0.0000E+00 -2.3397E-OS 7 0.0000E+00 1.0221E-03 0.0000E+00 2.3397E-OS 0.0000E+00 -2.3397E-OS 8 0.0000E+00 1.0221E-03 0.0000E+00 2.3397E-OS 0.0000E+00 2.3397E-OS 9 0.0000E+00 1.0277E-03 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 10 0.0000E+00 1.0296E-03 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 0 MSIV3G.L Page 4 o! 5

0 EQE INTERNATIONAL

~9! SHEET NO.

~~)~DATE ~

JOB NO.

CALO. NO C ~

50147 JOB SUBJECT Brown's Fe A-46 and IPEEE Main Steam Isolation Valves BY CHKD DATE >IO-~

1+*** STATIC ANALYSIS LOAD CASE Displacements/Rotations(degrees) of nodes NODE X- Y- z- X- Y- 2-number translation translation translation rotation rotation rotation 1 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 0 '000E+00 2 0.0000E+00 0.0000E+00 0.0000E+00'.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 3 0.,0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 4 0.0000E+00 0.0000E+00 0.0000E+00 ,0.0000E+00 0.0000E+00 0.0000E+00 5 1.8011E-07 4.'9428E-03 1.1719E+00 4.3629E-02 -2.8318E-06 5.2926E-OS 6 -1.8002E-07 4.9428E-03 1.1719E+00 4.3629E-02 2.8324E-. 06 -5.2926E-05 7 1.8019E-07 -4.'9428E-03 1.1719E+00 4.3629E-02 2.8324E-06 5.2926E-05 8 -1.7995E-07 -4.9428E-03 1.1719E+00 4.3629E-02 "2 '318E-06 -5.2926E-OS 9 8.2272E-11 0.0000E+00 1.1719E+00 4.3715E-02 3 '618E-10 -1.7085E-12 10 8.2689E-11 0.0000E+00 1.1827E+00 4.4457E-02 3 '618E-10 -1.7085E-12 1****TEMPORARY FILE STORAGE (MEGABYTES)

UNIT NO. 7 .001 UNIT 'NO. 8 .001 UNIT NO. 9 .000 UNIT NO. 10 .000 UNIT NO. 11 .001 UNIT NO. 12 .001 UNIT NO. 13 .000 UNIT NO. 14 .000 UNIT NO. 15 .000 UNIT NO. 17 I .000 TOTAL .003 1**** End of file MSIV3G.L Page 5 of 5

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EQE INTERNATIONAL i~iP~-

ae ruer atm

~wm SHEET NO.

JOB NO. 50147 JOB Brown's Fe A-46 and IPEEE sv~Wssvs Jo < rS CALO. NO C-+II~ SUBJECT Main Steam Isolation Valves CHKD DATE /0-l&$

1~*** Algor (c) FEA Stress Processor MKNSO 01-SEP-94, Ver 11.08-3H DATE: OCTOBER 4, 1995 TIME: 11:56 AM INPUT FILE.............msiv3g 1**** BEAM ELEMENTS number of beam elements 13 number of area property sets 2 number of fixed end force sets 0 number of materials 1 number of intermediate load sets 0 1**** BEAM ELEMENT FORCES AND MOMENTS ELEMENT CASE AXIAL SHEAR SHEAR TORSION BENDING BENDING NO. (MODE) FORCE FORCE FORCE MOMENT MOMENT MOMENT Rl R2 R3 Ml M2 M3 1 -4.787E+03 -7.000E+02 -7.000E+02 -1.629E-02 1.230E+04 -1.230E+04 4.787E+03 7.000E+02 7.000E+02 1.629E-02 1.220E+04 -1.220E+04 2 -9.900E+02 -8.635E-03 O.OOOE+00 O.OOOE+00 O.OOOE+00 -1.006E-01 9.900E+02 8.635E-03 O.OOOE+00 O.OOOE+00 O.OOOE+00 -2.016E-01 3 -4.787E+03 -7.000E+02 7.000E+02 1.629E-02 -1.230E+04 -1.230E+04 4.787E+03 7.000E+02 -7.000E+02 -1.629E-02 -1.220E+04 -1.220E+04 1 -4.787E+03 -9.900E+02 -1.397E-02 1.630E-02 1.637E-01 -1.739E+04 4.787E+03 9.900E+02 1 397E-02 -1.630E-02 3.252E-Ol

~ -1.726E+04 2 -9.900E+02 -6. 106E-03 -6. 106E" 03 O.OOOE+00 7. 116E-02 -7.116E-02 9.900E+02 6.106E-03 6.106E"03 O.OOOE+00 1.426E-01 -1.426E-01 3 4.787E+03 1.397E-02 9.900E+02 1.629E-02 -1.739E+04 1.637E-01

-4.787E+03 -1.397E-02 -9.900E+02 -1.629E-02 -1.726E+04 3.252E-01 3 1 4.787E+03 7.000E+02 7.000E+02 1.630E-02 -1 230E+04 1.230E+04~

-4.787E+03 -7.000E+02 -7.000E+02 -1.630E-02 -1.22OE+O4 1.220E+04 2 -9.900E+02 8.635E"03 O.OOOE+00 O.OOOE+00 O.OOOE+00 -1.006E-01 9 '00E+02 8.635E-03 O.OOOE+00 O.OOOE+00 O.OOOE+00 -2.016E-01 3 4 '87E+03 7.000E+02 -7.000E+02 -1.630E-02 1.230E+04 1.230E+04

-4 '87E+03 -7.000E+02 7.000E+02 1.630E-02 1.220E+04 1.220E+04 1 4.787E+03 9.900E+02 1.397E-02 -1.629E-02 -1.637E-01 1.739E+04

-4.787E+03 -9.900E+02 -1.397E"02 1.629E-02 -3.252E-01 1.726E+04 2 -9.900E+02 -6.106E-03 -6.106E-03 O.OOOE+00 7.116E-02 -7.116E-02 9.900E+02 6.106E-03 6.106E-03 O.OOOE+00 1.426E-01 -1.426E-01 0 3 -4.787E+03 -1.397E-02 -9.900E+02 -1.630E-02 1.739E+04 -1.637E-01 4,787E+03 1 '97E-02 9.900E+02 1.630E-02 1.726E+04 -3.252E-01 MSIV3G.S Page 1 ef 5

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EQE INTERNATIONAL SHEET NO.

JOB NO. 50147 JOB Brown's Fe A-46 and IPEEE BY~DATE+7 4 95 CALC. NO. C&b~ SUBJECT Main Steam Isolation Valves CHKD DATE IO'N4 1 O.OOOE+00 1.861E+03 3.907E+01 -1.640E+03 -2.539E+02 1.210E+04 O.OOOE+00 -1.861E+03 -3.907E+01 1.640E+03 -2.539E+02 1.210E+04 2 -3.577E-03 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 -1.885E+03 3.577E-03 O.OOOE+00 O.OOOE+00 0 OOOE+00

~ O.OOOE+00 1.88SE+03 3 8.311E+02 O.OOOE+00 O.OOOE+00 O.OOOE+00 2.281E+02 -4.263E+03

-8.311E+02 O.OOOE+00 O.OOOE+00 O.OOOE+00 -2.281E+02 4.263E+03 1 -8.311E+02 O.OOOE+00 O.OOOE+00 O.OOOE+00 -2.281E+02 4.263E+03 8.311E+02 O.OOOE+00 O.OOOE+00 O.OOOE+00 2.281E+02 -4.263E+03 2 -3.577E-03 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 -1.885E+03 3.577E-03 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 1.885E+03 O.OOOE+00 1.861E+03 3. 907E+01 -1.640E+03 -2 '39E+02 1.210E+04 O.OOOE+00 -1.861E+03 -3.907E+01 1.640E+03 -2.539E+02 1.210E+04

~

7 O.OOOE+00 -1.861E+03 -3.907E+01 1.640E+03 2.539E+02 -1.210E+04 O.OOOE+00 1.861E+03 3.907E+01 -1.640E+03 2.539E+02 -1.210E+04 2 -3.577E"03 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 -1.885E+03 3.577E-03 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 1.885E+03 3 -8.311E+02 O.OOOE+00 O.OOOE+00 O.OOOE+00 -2.281E+02 4.263E+03 8.311E+02 O.OOOE+00 O.OOOE+00 O.OOOE+00 2.281E+02 -4.263E+03 1 8.311E+02 O.OOOE+00 O.OOOE+00 O.OOOE+00 2.281E+02 -4.263E+03

-8.311E+02 O.OOOE+00 O.OOOE+00 O.OOOE+00 -2.281E+02 4.,263E+03 2 -3.577E-03 0'.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 -1.885E+03 3.577E-03 O.OOOE+00 O.OOOE+00 0 ~ OOOE+00 O.OOOE+00 1.885E+03 O.OOOE+00 -1.861E+03 -3.907E+Ol 1.640E+03 2.539E+02 -1.210E+04

'O.OOOE+00 1.861E+03 3.907E+01 -1.640E+03 2.539E+02 -1.210E+04 1 -1.260E+03 2.927E+03 -1.400E+02 5.241E+02 4.821E+02 7.825E+03 1.260E+03 -2.927E+03 1.400E+02 -5.241E+02 8.047E+02 1.908E+04 2 -3.577E-03 9.900E+02 O.OOOE+00 O.OOOE+00 O.OOOE+00 2.666E+03 3.577E-03 -9.900E+02 O.OOOE+00 O.OOOE+00 O.OOOE+00 6.435E+03 3 "1.260E+03 2. 927E+03 1.400E+02 -5.241E+02 -4.821E+02 7.825E+03 1.260E+03 -2.927E+03 -1.400E+02 5.241E+02 -8.047E+02 1.908E+04 10 1 1.260E+03 -2.927E+03 -1.400E+02 5.241E+02 4.821E+02 -7.825E+03

-1.260E+03 2.927E+03 1.400E+02 -5.241E+02 8.047E+02 -1.908E+04 10 2 "3.577E"03 9.900E+02 O.OOOE+00 O.OOOE+00 O.OOOE+00 2.666E+03 3.577E-03 -9'.900E+02 O.OOOE+00 O.OOOE+00 O.OOOE+00 6.435E+03 10 3 -1.260E+03 2.927E+03 -1.400E+02 5.241E+02 4.821E+02 7.825E+03 1.260E+03 -2.927E+03 1.400E+02 -5.241E+02 8.047E+02 1.908E+04 1 1.260E+03 -2.927E+03 1.400E+02 -5.241E+02 -4.821E+02 -7.825E+03

-1.260E+03 2.927E+03 -1.400E+02 5.241E+02 "8 '47E+02 -1.908E+04 2 -3.577E-03 9.900E+02 O.OOOE+00 O.OOOE+00 O.OOOE+00 2.666E+03 3.577E-03 -9.900E+02 O.OOOE+00 O.OOOE+00 O.OOOE+00 6.435E+03 3 1.260E+03 -2.927E+03 -l.'400E+02 5.241E+02 4 '21E+02 -7.825E+03

-1.260E+03 2.927E+03 1.400E+02 -5.241E+02 8.047E+02 -1.908E+04 MSIV3G.S Page 2 of 5

0 EQE INTERNATIONAL SHEET NO.

JOB NO. 50147 JOB Brown's Fer A-46 and IPEEE BY DATE ~O-4 CALC. NO. ~~~ SUBJECT Main Steam Isolation Valves CHKD DATE ~O'M 12 1 -1.260E+03 2.927E+03 1.400E+02 -5.241E+02 -4.821E+02 7.825E+03 1.260E+03 -2.927E+03 -1.400E+02 5.241E+02 -8.047E+02 1.908E+04 12 2 -3.577E-03 9.900E+02 O.OOOE+00 O.OOOE+00 O.OOOE+00 2.666E+03 3.577E-03 -9.900E+02 O.OOOE+00 O.OOOE+00 O.OOOE+00 6.435E+03 12 3 1.260E+03 -2.927E+03 1.400E+02 -S.241E+02 -4.821E+02 -7.825E+03

-1.260E+03 2.927E+03 -1.400E+02 5.241E+02 -8.047E+02 -1.908E+04 13 1 O.OOOE+00 2.800E+03 2.800E+03 O.OOOE+00 -3.920E+04 3.920E+04 O.OOOE+00 -2.800E+03 -2.800E+03 O.OOOE+00 O.OOOE+00 O.OOOE+00 13 2 -3.960E+03 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 3.960E+03 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 13 O.OOOE+00 2.800E+03 -2.800E+03 O.OOOE+00 3.920E+04 3.920E+04 O.OOOE+00 -2.800E+03 2.800E+03 O.OOOE+00 O.OOOE+00 O.OOOE+00 1**** BEAM,ELEMENT STRESSES ELEMENT CASE P/A P/A+M2/S2 P/A-M2/S2 P/A+M3/S3 P/A"M3/S3 WORST SUM NO. (MODE) 4.237E+03 -6.810E+04 7.658E+04 7.658E+04 -6.810E+04 4.237E+03 7.602E+04 -6.755E+04 -6.755E+04 7.602E+04 1.489E+OS 1.478E+OS

~

8.761E+02 8.761E+02 8.761E+02 8.767E+02 8.755E+02 8.767E+02 8.761E+02 8.761E+02 8.761E+02 8.749E+02 8.773E+02 8.773E+02 4.237E+03 7.658E+0'4 -6.810E+04 7.658E+04 -6.810E+04 1 ~ 489E+05 4.237E+03 -6.755E+04 7.602E+04 -6.755E+04 7.602E+04 1.478E+05 4.237E+03 4.236E+03 4.238E+03 1.065E+05 "9.807E+04 1.065E+0~~

4.237E+03 4.239E+03 4.23SE+03 -9.728E+04 1.058E+05 1.058E+05 8.761E+02 8.757E+02 8.765E+02 8.765E+02 8.757E+02 8.769E+02 8.761E+02 8.769E+02 8.753E+02 8.753E+02 8.769E+02 8.778E+02 3 -4.237E+03 9.807E+04 -1.065E+05 -4.238E+03 -4.236E+03 -1.065E+05

-4.237E+03 -1.058E+05 9.728E+04 -4.235E+03 -4 '39E+03 -1.058E+05 1 -4.237E+03 6.810E+04 -7.658E+04 -7.658E+04 6. 810E+04 -1. 4999+95~

-4.237E+03 -7.602E+04 6.755E+04 6.755E+04 -7. 602E+04 - 1. 47 8 E+05 2 8.761E+02 8.761E+02 8.761E+02 8.767E+02 8.755E+02 8. 767E+02 8.761E+02 8.761E+02 8.761E+02 8.749E+02 8.773E+02 8.773E+02 3 -4.237E+03 -7.658E+04 6.810E+04 -7.658E+04 6.810E+04 -1.489E+05

-4.237E+03 6.755E+04 -7.602E+04 . 6.755E+04 "7.602E+04 -1.478E+05 1 -4.237E+03 -4.236E+03 -4.238E+03 -1.065E+05 9.807E+04 -1.065E+0~~

-4.237E+03 -4.239E+03 -4.235E+03 9.728E+04 -1.058E+05 -1.058E+05 2 8.761E+02 8.757E+02 8.765E+02 8 '65E+02 8.'757E+02 8.769E+02 8.761E+02 8.769E+02 8.753E+02 8.753E+02 8.769E+02 8.778E+02 4.237E+03 -9.807E+04 1.065E+05 4.238E+03 4.236E+03 1.065E+05 4.237E+03 1.058E+05 -9.728E+04 4.235E+03 4.239E+03 1.058E+05

'MSIV3G.S Page 3 of 5

ill

~

EOE INTERNATIONAL maremma SHEET NO. l ~

JOB NO. 50147 JOB'rown's Fe A-46 and IPEEE BY QP0 fI DATE ~O CALC. NO.C.ff~ SUBJECT Main Steam Isolation Valves CHICD ~DATE I&0 5 7 5 1 O.OOOE+00 2.539E-01 -2.539E-01 -1.210E+01 1.210E+01 1 235E+01 ~

O.OOOE+00 -2.539E-01 2.539E-01 1.210E+01 -1.210E+01 1.235E+01 3.577E-06 3.577E-06 3.577E-06 1.885E+00 -1 885E+00 1.885E+00

~

3.577E-06 3.577E-06 3.577E-06 1.885E+00 -1 885E+00 1.885E+00

~

3 -8.311E-01 -1.059E+00 -6.029E-01. 3.432E+00 -5 '94E+00 -5.323E+00

-8.311E-01 -1.059E+00 -6.029E-01 3.432E+00 -5.094E+00 -5.323E+00 8 '11E-01 1.059E+00 6.029E-01 -3.432E+00 5.094E+00 5.323E+00 8 '11E-Ol 1.059E+00 6.029E-01 -3.432E+00 5.094E+00 5.323E+00 3.577E-06 3.577E-06 3.577E-06 1.885E+00 -1.885E+00 1.885E+00 3.577E-06 3.577E-06 3.577E-06 1.885E+00 -1.885E+00 1.885E+00 O.OOOE+00 2.539E-01 -2.539E-01 -1.210E+01 1.210E+Ol 1.235E+01 O.OOOE+00 -2.539E-01 2.539E-01 1.210E+01 -1.210E+01 1.235E+01 O.OOOE+00 -2.539E-01 2.539E-01 1.210E+01 -1.210E+01 1.235E+01 O.OOOE+00 2.539E-01 -2.539E-01 -1.210E+01 1.210E+01 1.235E+01 3.577E-06 3.577E-06 3.577E-06 1.885E+00 -1.885E+00 1.885E+00 3.577E-06 3.577E-06 3.577E-06 1.885E+00 -1.885E+00 1 ~ 885E+00 8.311E-01 1.059E+00 6.029E-01 -3.432E+00 5.094E+00 5.323E+00 8.311E-01 1.059E+00 6.029E-01 -3.432E+00 5.094E+00 5.323E+00 1 -8.311E-01 -1.059E+00 -6. 029E-01 3. 432E+00 -5.094E+00 -5.323E+00

-8.311E-Ol -1.059E+00 -6.029E-01 3.432E+00 -5.094E+00 -5.323E+00

3. 577E-06 3.577E-06 3.577E"06 1.885E+00 -1.885E+00 1.885E+00

3. 577E-06 3. 577E-06 3.577E-06 1.885K+00 -1.885E+00 1.885E+00

-3 O.OOOE+00 -2.539E-01 2.539E-01 1.210E+01 -1.210E+01 1.235E+01 O.OOOE+00 2.539E-01 -2.539E-01 -1.210E+01 1.210E+01 1.235E+01 1 1.260E+00 7.780E-01 1.742E+00 -6.565E+00 9.085E+00 9.567E+00 1.260E+00 2.065E+00 4.554E-Ol 2.034E+01 -1.782E+01 2.114E+01 2 3.577E-06 3.577E-06 3. 57.7E" 06 -2.666E+00 2.666E+00 2.666E+00 3.577E-06 3.577E-06 3.577E-06 6.435E+00 -6 '35E+00 6.435E+00 3 1.260E+00 1.742E+00 7.780E-Ol -6.565E+00 9.085E+00 9.567E+00 1.260E+00 4.554E-01 2.065E+00 2.034E+01 -1.782E+Ol 2.114E+01 10 1 -1.260E+00 -1.742E+00 -7.780E-01 6.565E+00 -9.085E+00 -9.567E+00

-1.260E+00 -4.554E-01 -2.065E+00 -2.034E+01 1.782E+01 -2.114E+01 10 3 577E-06

~ 3.577E-06 3.577E"06 -2.666E+00 2.666E+00 2.666E+00 3 ~ 577E-06 3. 577E-06 3.577E"06 6.435E+00 -6.435E+00 6.435E+00 10 1,260E+00 7.780E-01 1.742E+00 -6.565E+00 9.085E+00 9.567E+00 1 260E+00

~ 2.065E+00 4.554E-01 2.034E+01 -1.782E+01 2.114E+01 1 -1 260E+00 -7.780E-01 -1.742E+00 6. 565E+00 -9.085E+00 -9.567E+00

~

-1.260E+00 -2.065E+00 -4.554E-01 -2.034E+01 1.782E+01 -2.114E+Ol 2 3.577E-06 3. 577E-06 3.577E"06 -2.666E+00 2.666E+00 2.666E+00

3. 577E-06 3. 577E-06 3.577E-06 6.435E+00 -6.435E+00 6.435E+00 3 "1.260E+00 -1.742E+00 -7.780E-01 6.565E+00 -9.085E+00 -9.567E+00

-1.260E+00 -4.554E-01 -2.065E+00 -2.034E+01 1.782E+01 -2.114E+01 MSIV3G.S Page 4 of 5

~O

EQE INTERNATIONAL I~I aewue +rawm SHEET NO.

JOB NO. 50147 JOB Brown's Fer A-46 and IPEEE BY~MDATE~O~ ~S CALO. NO. CW~ SUBJECT Main Steam Isolation Valves CHKD oAvFJ>+ >>

12 1 1 ~ 260E+00 1.742E+00 7.780E-01 -6.565E+00 9.085E+00 9.567E+00 1.260E+00 4.554E-Ol 2.065E+00 2.034E+01 -1.782E+01 2.114E+Ol 12 2 3.577E-06 3.577E-06 3;577E-06 -2.666E+00 2.666E+00 2.666E+00 3.577E-06 3.577E-06 3.577E-06 6.435E+00 -6.435E+00 6.435E+00 12 3 -1..260E+00 -7.780E-01 -1.742E+00 6.565E+00 -9.085E+00 -9.567E+00

-1.260E+00 -2.065E+00 -4.554E-01 -2.034E+01 1.782E+01 -2.114E+01 1 O.OOOE+00 3.920E+01 -3.920E+01 -3.920E+01 3.920E+01 7.840E+Ol O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 13 2 3.960E+00 3.960E+00 3.960E+00 3.960E+00 3.960E+00 3.960E+00 3.960E+00 3 '60E+00 3.960E+00 3.960E+00 3.960E+00 3 '60E+00 13 3 O.OOOE+00 -3.920E+01 3.920E+01 -3.920E+01 3.920E+01 7.840E+01 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00

'O.OOOE+00'****

End o f file MSIV3G.S Page 5 of 5

~li 0

ochre aalu. SHEET NO. I ~

JOB NO. 50147 JOB Brown's Fe A-46 and IPEEE BY ~~DATE~0+ Pg CALC. NO. C~ SUBJECT Main Steam Isolation Valves CHKD DATE IO ID 5 1****'AlgKri4iLCatBiTBSNan<SeeeSS AnalySiS - SSAPOH Rel. 01-SEP-94 Ver. 11.06-3H DATE: OCTOBER 4,1995 TIME: 12:59 PM INPUT FILE.............msivfreq Main Steam Isolation Valve Freq. Check, Full Rod Diameter 1**** CONTROL INFORMATION number of node points (NUMNP) 10 number of element types (NELTYP ) 1 number of load cases (LL) 1 number of frequencies (NF) 0 geometric stiffness flag (GEOSTF) 0 analysis type code. (NDYN) 0 solution mode (MODEX) 0 equations per block (KEQB) 0 weight and c. g. flag (IWTCG) 0 bandwidth minimization flag (MINBND) 0 gravitational constant (GRAY), 3.8600E+02 bandwidth minimization specified 1**** NODAL DATA NODE BOUNDARY CONDITION CODES NODAL POINT COORDINATES NO ~ DX DY DZ RX RY RZ X Y Z 1 1 1 1 1 1 1 O.OOOE+00 O,OOOE+00 O.OOOE+00 O.OOOE+00 2 1 1 1 1 1 1 1.300E+01 O.OOOE+00 O.OOOE+00 0 OOOE+00

~

3 1 1 1 1 1 1 1.300E+01 O.OOOE+00 1.300E+01 O.OOOE+00 4 1 1 1 1 1 1 O.OOOE+00 O.OOOE+00 1.300E+01 O.OOOE+00 5 0 0 0 0 0 0 O.OOOE+00 3.500E+01 O.OOOE+00 O.OOOE+00 6 0 0 0 0 0 0 1.300E+01 3.500E+01 O.OOOE+00 O.OOOE+00 7 0 0 0 0 0 0 1.300E+Ol 3.500E+01 1.300E+01 O.OOOE+00 8 0 0 0 0 0 0 O.OOOE+00 3.500E+01 1.300E+Ol O.OOOE+00 9 0 0 0 0 0 0 6.500E+00 3.500E+01 6.500E+00 O.OOOE+00 10 0 0 0 0 0 0 6.500E+00 4.900E+01 6.500E+00 O.OOOE+00 PRINT OF EQUATION NUMBERS SUPPRESSED 1**** BEAM ELEMENTS number of beam elements 13 number of area property sets 2 number of fixed end force sets 0 number of materials 1 number of intermediate load sets 0 MSIVFREQ.L Page 1 of 4

0 i

0

EQE INTERNATIONAL

<~u II 'A>>ATRA>>

SHEET NO.

JO8 NO. 50147 JO8 Brown's Fer A-46 and.lPEEE 8Y ~>~DATE ~O CALC. NO. ~~~ SU8JECT Main Steam Isolation Valves CHKD 'ATE I&l0'A 1**** MATERIAL PROPERTIES INDEX E MU MASS WEIGHT THERMAL EXPANSION REFERENCE DENSITY DENSITY X Y Z TEMPERATURE 1 3.00E+07 .300 O.OOE+00 O.OOE+00 O.OOE+00 O.OOE+00 O.OOE+00 O.OOOE+00 1****AREA PROPERTIES INDEX -------------AREAS-------------- TORSION --FLEXURAL INERTIAS--

AXIAL SHEAR SHEAR A(1) ~ A(2) A(3) J(1) I (2) I (3) 1 7.070E+00 7.070E+00 7.070E+00 1.000E+00 3.980E+00 3.980E+00 2 1.000E+03 1.000E+03 1.000E+03 1 OOOE+03

~ 1.000E+03 1.000E+03 1**** STRESS PROPERTIES INDEX ---SECTION MODULZ---

S (2) S (3) 1 2.650E+00 2.650E+00 2 1 ~ OOOE+03 1.000E+03 1**** ELEMENT LOAD FACTORS CASE A CASE B CASE C CASE D X-DIR O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 Y-DZR O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 Z-DIR O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 1**** ELEMENT CONNECTIVITY DATA ELEMENT NODE NODE NODE MAT'L SECTN ---ELEMENT LOADS--- RELEASE CODES MEMBER NO. I J K INDEX INDEX A B C D I-END J-END NO.

1 1 5 ~

3 1 1 0 0 0 0 0 0 2 4 8 3 1 1 0 0 0 0 0 0 3 3 7 1 1 1 0 0 0 0 0 0 2 6 1 1 1 0 0 0 0 0 0 5 5 6 1 1 2 0 0 0 0 0 0 6 6 7 2 1 2 0 0 0 0 0 0 7 7 8 3 1 2 0 0 0 0 0 0 8 8 5 1 1 2 0 0 0 0 0 0 9 5 9 1 1 2 0 0 0 0 0 0 10 6 9 2 1 2 0 0 0 0 0 0 11 7 9 3 1 2 0 0 0 0 0 0 12 8 9 4 1 2 0 0 0 0 0 0 13 9 10 1 1 2 0 0 0 0 0 0 MSIVFREQ.L Page 2 of 4

41 0

4l

EOE INTERNATloNAL PEA

+~era~ SHEET NO.

JOB NO. 50'f47 JOB ~ Brown's Fe A-46 and IPEEE BY +~~DATE ~04' CALO. NO. C~ SUBJECT Main Steam Isoiation Valves CHKO DATE C)')0 f 1***" BANDWIDTH MINIMIZATION control parameter)

- - - minbnd,(bandwidth MINIMIZER DID NOT NEED TO REDUCE BANDWIDTH

- arddisk file size information for processor:

Available hard disk space on drive = 94.683 megabytes 1**** NODAL LOADS (STATIC) OR MASSES (DYNAMIC)

NODE LOAD X-AXIS Y-AXIS Z-AXIS X-AXIS Y-AXIS Z-AXIS NUMBER CASE FORCE FORCE FORCE MOMENT MOMENT MOMENT 10 1 1.000E+02 O.OOOE+00 0-OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 1**** ELEMENT LOAD MULTIPLZERS load case case A case B case C case D 1 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00

~ ****EQUATION PARAMETERS Number of equations Minimum bandwidth =

Maximum bandwidth =

Average bandwidth =

=

1 30 12 36 Storage required (bytes) = 3888 Total memory allocated (byt:es) = 4398976 Total memory free (bytes) = 4396736 Proceeding with in-core fast solver Begin in-coze solution load case ¹1 End in-core solution MSIVFREQ.L Page 3 of 4

0 EQE INTERNATIONAL SHEET NO.

JOB NO. 50147 JOB Brown's Fer A-46 and IPEEE BY ~CAOI~CATE ~g-4 ~J CALC. NC.C ~~ SUBJECT Main Steam Isolation Vaives CHKD DATE 1+*** STATZC ANALYSIS LOAD CASE Displacements/Rotations(degrees) of nodes NODE X- Y- Z- X- Y- Z-number translation translation translation rotation rotation rotation 1 0.'OOOOE+00 0.0000E+00 0.0000E+00 0.0000E+00 0. OOOOE+00 0.0000E+00 2 0..0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 0. OOOOE+00 0.0000E+00 3 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 0. OOOOE+00 0.0000E+00 0.0000E+00 0'.OOOOE+00 0.0000E+00 0.0000E+00 0. OOOOE+00 0.0000E+00 5 8.1238E-04 1.9727E-05 4.5445E-09 -1.3233E-06 7. 1495E-08 -1.7536E-04 6 8.1238E-04 "1.9727E-05 -4.5445E-09 1.3233E-06 7. 1495E-OB -1.7536E-04 7 8.1238E-04 -1.9727E-05 4.5445E-09 -1.3233E-06 -7 1495E-08 -1.7536E-04 8 8.1238E-04 1.9727E-05 -4.5445E-09 1.3233E"06 -7 1495E-08 -1.7536E-04 9 8.1240E-04 0.0000E+00 0.0000E+00 0.0000E+00 0. OOOOE+00 -1.7758E-04 10 8.5896E-04 0.0000E+00 0.0000E+00 0.0000E+00 0. OOOOE+00 -1.9630E"04 1**** TEMPORARY FILE STORAGE (MEGABYTES)

UNIT NO ~ 7 .000 UNZT NO. 8 .001 UNIT NO. 9 ~

.000 UNIT NO. 10 .000 UNIT NO. 11 .001 UNIT NO. 12 .000 UNIT NO. 13 .000 UNIT NO. 14 .000 UNIT NO. 15 .000 UNIT NO. 17 .000 TOTAL . 002 1**** End of file MSIVFREQ.L Page 4 of 4

0 0

i,

EQE INTERNATIONAL hagi I~it%'LATIOLAL JOB NO.

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DATE/> I~-<)

-4 j P~ Q = g. s81( A'/o

~O

~

~O

EOE INTeRNATIoNAL I~0~

SHEET NO.

JOB NO. 50147 JOB Brown's Fer A-46 and IPEEE BY~~DATE /~~ ~~

CALO. NO C~l SUBJECT Main Steam isoiation Valves CHICD ~DATE ~D'~

1****Algor (c) Linear Stress Analysis SSAPOH Rel. 01-SEP-94 Ver. 11 '6-3H DATE: OCTOBER 4,1995 TIME: 02:31 PM 1NPUT FILE.............msivout Main Steam Isolation Valve 0.643g Check, Necked down rod 1**** CONTROL INFORMATION number of node points (NUMNP) 10 number of element types (NELTYP) 1 number of load cases (LL) 3 number of frequencies (NF) 0 geometric stiffness flag (GEOSTF) 0 analysis type code (NDYN) 0 solution mode (MODEX) 0 equations per block (KEQB) 0 weight and c.g. flag (IWTCG) 0 bandwidth minimization flag (MINBND) 0 gravitational constant (GRAY) 3. 8600E+02 e

bandwidth minimization specified 1**** NODAL DATA NODE BOUNDARY CONDITION CODES NODAL POINT COORDINATES NO. DX DY DZ RX RY RZ X Y Z 1 1 1 1 1 1 1 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 2 1 1 1 1 1 1 1.300E+01 O.OOOE+00 0 ~ OOOE+00 O.OOOE+00 3 1 1 1 1 1 1 1.300E+01 O.OOOE+00 1 ~ 300E+01 O.OOOE+00 1 1 1 1 1 1 O.OOOE+00 0 OOOE+00

~ 1.300E+Ol O.OOOE+00 5 0 0 0 0 0 0 O.OOOE+00 3.500E+01 O.OOOE+00 0 ~ OOOE+00 6 0 0 0 0 0 0 1.300E+01 3.500E+01 O.OOOE+00 0 ~ OOOE+00 7 0 0 0 0 0 0 1.300E+01 3.500E+01 1.300E+01 O.OOOE+00 8 0 0 0 0 0 0 O.OOOE+00 3.500E+01 1.300E+01 O.OOOE+00 9 0 0 0 0 0 0 6.500E+00 3 '00E+01 6 '00E+00 O.OOOE+00 10 0 0 0 0 0 0 6.500E+00 4.900E+01 6.500E+00 O.OOOE+00 PRINT OF EQUATION NUMBERS SUPPRESSED 1**** BEAM ELEMENTS number of beam elements 13 number of area property sets 2 number of fixed end force sets 0 number of materials 1 number of intermediate load sets 0 MSIVOUT.L Page 1 of 5

if' EQE INTERNATIONAL SHEET NO. +(

JOB NO. 50147 JOB Brown's Fer A-46 and IPEEE BY DATE ~O-4 CALC. NO. ~~9~ SUBJECT IVlain Steam Isolation Valves CHKD DATE~~ 't 1**** BANDWZDTH MINIMIZATION minbnd (bandwidth control parameter)

+* MINIMIZER DZD NOT NEED TO REDUCE BANDWIDTH
Hard disk file size information for processor:
Available hard'isk space on drive = 94.642 megabytes 1**** NODAL LOADS (STATIC) OR MASSES (DYNAMIC)
NODE LOAD X-AXZS Y-AXIS Z-AXIS X-AXIS Y-AXIS Z-AXIS NUMBER CASE FORCE FORCE FORCE MOMENT MOMENT MOMENT 10 1 8.490E+02 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 10 2 O.OOOE+00 8.490E+02 O.OOOE+00 0 OOOE+00
~ O.OOOE+00 O.OOOE+00 10 3 O.OOOE+00 O.OOOE+00 8.490E+02 O.OOOE+00 O.OOOE+00 O.OOOE+00 1**** ELEMENT LOAD MULTZPLIERS load case case A case B case C case D 1 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 2 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 3 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 EQUATION PARAMETERS Number of equations = 36 Minimum bandwidth = 1 Maximum bandwidth = 30 Average bandwidth = 12 Storage required (bytes) = 3888 Total memory allocated (bytes) = 4398976 Total memory free (bytes) = 4396736
Proceeding with in-core fast solver
Begin in-core solution
load case iil
load case g2
load case ii3
++ End in-core solution MSIVOUT.L Page 3 of 5
~O EQE INTERNATIONAL SHEET NO.
JOB NO. 50147 JOB Brown's Fe A-46 and IPEEE BY~A'. DATE /O -4 fD CALO. NO, C~ SUBJECT Main Steam Isolation Valves CHKD ~DATE IDIO 15 1***~ STATIC ANALYSIS LOAD CASE Displacements/Rotations(degrees) of nodes NODE X- Y- 2- X- Y- Z-number translation translation translation rotation rotation rotation 1 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 2 0.'0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 3 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 5 2.5125E-01 1.0597E-03 3.8611E-OB -1.1347E-05 6.0708E-07 -9 '537E-03 6 2.5125E-01 -1.0597E-03 -3. 8576E-08 1.1347E-05 6.0708E-07 "9.3537E-03 7 2.5125E-01 -1.0597E-03 3.8635E"08 -1.1347E-05 -6.0729E-07 -9.3537E-03 8 2.5125E-01 1.0597E-03 -3.8600E-08 1..1347E-05 -6.0729E-07 "9.3537E-03 9 2.5125E-01 0.0000E+00 1.7639E-ll 0.0000E+00 -1.0623E-10 -9.3723E-03 10 2.5357E-01 0.0000E+00 1.7728E-11 0.0000E+00 -1.0623E-10 -9.5312E-03 1**** STATIC ANALYSIS LOAD CASE Displacements/Rotations(degrees) of nodes NODE X- Y- Z- X- Y- Z-number translation translation translation rotation rotation rotation 1 0.0000E+00 0;OOOOE+00 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 2 0.0000E+00 0~ 0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 3 0.0000E+00 0.0000E+00 0.0000E+00 0 OOOOE+00
~ 0 ~ 0000E+00 0.0000E+00 4 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 5 0.0000E+00 2.1914E"04 0.0000E+00 -5.0161E-06 0.0000E+00 5.0161E-06 6 0.0000E+00 2.1914E-04 0.0000E+00 -5.0161E-06 0.0000E+00 -5.0161E"06 7 0.0000E+00 2.1914E-04 0.0000E+00 5.0161E-06 0.0000E+00 -5.0161E-06 8 0.0000E+00 2.1914E-04 0.0000E+00 5.0161E-06 0.0000E+00 5.0161E-06 9 0.0000E+00 2.2033E-04 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 10 0.0000E+00 2.2073E-04 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 MSIVOUT.L Page 4 of 5
0 EQE INTeRNATIoNAL INTA% 'ATAWAA SHEET NO.
JOB NO. 50147 JOB Brown's Fe A-46 and IPEEE BY VOIIE DATE~If~
CALO. NO. CWO~ SUBJECT Main Steam Isolation Valves CHKD DATE~ID DE 1**** STATIC ANALYSIS LOAD CASE Displacements/Rotations(degrees) of nodes NODE X- Y- Z- X- Y- Z-number translation translation translation rotation rotation rotation 1 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 0.'OOOOE+00 2 0.'OOOOE+00 0.0000E+00 0.0000E+00 0.0000E+00 0 OOOOE+00 0.0000E+00
~
3 0.,0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 4 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 5 3.8615E-OB 1.0597E-03 2 '125E-01 9.3537E-03 -6.0711E-07 1.1347E-OS 6 -3.8596E-OB 1.0597E-03 2.5125E-01 9.3537E-03 6.0725E-07 -1.1347E-OS 7 3.8631E-OB -1.0597E-03 2.5125E-01 9.3537E-03 6.0725E-07 1 1347E-05 ~
8 -3.8580E-OB -1.0597E-03 2.5125E-01 9.3537E-03 -6.0711E-07 -1.1347E-05 9 1.7639E-11 0.0000E+00 2.5125E-01 9.3723E-03 6.9930E-11 0.0000E+00 10 1.7728E-11 0.0000E+00 2.5357E-01 9.5312E-03 6.9930E-11 0.0000E+00 1**** TEMPORARY FILE STORAGE (MEGABYTES)
UNIT NO. 7 .001 UNIT NO. 8 .001 UNIT NO. 9 .000 UNIT NO. 10 000 UNIT UNIT NO.
NO.
ll 12 F
.001
.001 UNIT NO. 13 .000 UNIT NO. 14 .000 UNIT NO. 15 .000 UNIT NO. 17 .000 TOTAL .003 1**** End of file MSIVOUT.L Page 5 of 5
~O EQE INTERNATIONAL I~a~
SHEET NO.
JOB NO. 501'47 JOB Brown's Fe A-46 and IPEEE 8Y ~Z OATE ~0 CALO. NO. Q~~ SUBJECT Main Steam Isolation Valves CHKD DATE 1****Algoz (c) FEA Stress Processor MKNSO 01-SEP-94, Ver 11.08-3H DATE: OCTOBER 4,1995 TIME: 02:31 PM INPUT FILE.............msivout 1**** BEAM ELEMENTS number of beam elements 13 number of area property sets 2 number of fixed end force sets 0 number of materials 1 number of intermediate load sets 0 1**** BEAM ELEMENT FORCES AND MOMENTS ELEMENT CASE AXIAL SHEAR SHEAR TORSION BENDING BENDING
'NO. (MODE) FORCE FORCE FORCE MOMENT MOMENT MOMENT R1 R2 R3 Ml M2 M3 1 -1.026E+03 -1.501E+02 -1.501E+02 -3.493E-03 2.637E+03 -2.637E+03 1.026E+03 1.501E+02 1.501E+02 3.493E-03 2.616E+03 -2.616E+03 2 -2.122E+02 -1.851E-03 O.OOOE+00 O.OOOE+00 O.OOOE+00 -2.157E-02 2.122E+02 1.851E-03 O.OOOE+00 O.OOOE+00 O.OOOE+00 -4.322E"02 3 -1.026E+03 -1.501E+02 1.501E+02 3.493E-03 -2.637E+03 -2.637E+03 1.026E+03 1.501E+02 -1.501E+02 -3.493E-03 -2.616E+03 -2.616E+03 1 -1.026E+03 "2.122E+02 -2.994E-03 3.494E-03 3.509E-02 -3.729E+03 1.026E+03 2.122E+02 2.994E-03 -3 '94E-03 6.972E"02 -3.700E+03 2 -2.122E+02 -1.309E-03 -1.309E-03 O.OOOE+00 1.526E-02 -1.526E-02 2.122E+02 1.309E-03 1.309E-03 O.OOOE+00 3.056E-02 -3.056E-02 3 1.026E+03 2.994E-03 2 '23E+02 3.493E-03 -3.729E+03 3.509E-02
-1.026E+03 -2.994E-03 -2.123E+02 -3.493E-03 -3.700E+03 6.972E-02 1 1.026E+03 1.501E+02 1.501E+02 3.494E-03 -2.637E+03 2.637E+03
-1.026E+03 -1.501E+02 -1.501E+02 -3.494E-03 -2.616E+03 2.616E+03 2 -2.122E+02 -1.851E-03 O.OOOE+00 O.OOOE+00 O.OOOE+00 -2.157E-02 2.122E+02 1.851E-03 O.OOOE+f)0 O.OOOE+00 O.OOOE+00 -4.322E-02 3 1.026E+03 1.501E+02 -1.501E+02 -3.494E-03 2.637E+03 2.637E+03
-1.026E+03 -1.501E+02 1.501E+02 3.494E-03 2.616E+03 2.616E+03 4 1 1.026E+03 2.122E+02 2.994E-03 -3.493E-03 -3.509E-02 3.729E+03
-1.026E+03 -2.122E+02 -2.994E-03 3.493E-03 -6.972E-02 3.700E+03 2 -2.122E+02 -1.309E-03. -1.309E-03 O.OOOE+00 1.526E-02 -1.526E-02 2.122E+02 1.309E-03 1.309E-03 O.OOOE+00 3.056E-02 -3.056E-02 3 -1.026E+03 -2. 99 4 E- 03 "2.123E+02 -3.494E-03 3.729E+03 -3.509E-02 1.026E+03 2.994E"03 2.123E+02 3.494E-03 3.700E+03 -6 '72E-02 MSIVOUT.S Page 1 of 5
~O EQE INTERNATIONAL i~iP~-
er~sVa~
~
SHEET NO.
JOB NO. 50147 JOB Brown's Fe A-46 and IPEEE l2AAc DATE /0 CALC. NO. ~~ SUBJECT Main Steam Isolation Valves CHKD DATE O. 0 5Q 1 O.OOOE+00 3.990E+02 8.376E+00 "3.516E+02 -5.444E+01 2.593E+03 O.OOOE+00 -3.990E+02 -8.376E+00 3.516E+02 -5.444E+01 2.593E+03 2 -7.669E-04 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 -4.041E+02 7.669E-04 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 4.041E+02 3 1.782E+02 O.OOOE+00 O.OOOE+OQ O.OOOE+00 4.891E+01 -9.140E+02
-1.782E+02 O.OOOE+00 O.OOOE+00 O.OOOE+00 -4.891E+01 9.140E+02 1 -1.782E+02 O.OOOE+00 O.OOOE+00 O.OOOE+00 -4.891E+01 9.140E+02 1.782E+02 O.OOOE+00 O.OOOE+00 O.OOOE+00 4.891E+Ol -9.140E+02 2 -7.669E-04 0 ~ OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 -4.041E+02 7.669E-04 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 4.041E+02 O.OOOE+00 3.990E+02 8.376E+00 -3 '16E+02 -5.444E+01 2.593E+03 O.OOOE+00 -3.990E+02 -8.376E+00 3.516E+02 -5.444E+01 2.593E+03 1 O.OOOE+00 -3.990E+02 -8.376E+00 3 '16E+02 5.444E+01 -2.593E+03 O.OOOE+00 3.990E+02 8.376E+00 -3.516E+02 5.444E+01 -2.593E+03 2 -7.669E-04 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 -4.041E+02 7.669E-04 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 4.041E+02 3 -1.782E+02 O.OOOE+00 O.OOOE+00 O.OOOE+00 -4.891E+01 9.140E+02 1.782E+02 O.OOOE+00 O.OOOE+00 O.OOOE+00 4.891E+01 -9.140E+02 1 1.782E+02 0. OOOE+00 O.OOOE+00 O.OOOE+00 4.891E+01 -9. 1'40E+02
-1.782E+02 O.OOOE+00 O.OOOE+00 O.OOOE+00 -4.891E+01 9.140E+02 8 2 -7.669E-04 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 -4.041E+02 7.669E-04 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 4.041E+02 O.OOOE+00 -3.990E+02 -8.376E+00 3.516E+02 5.444E+01 -2.593E+03 O.OOOE+00 3.990E+02 8.376E+00 -3.516E+02 5.444E+01 -2.593E+03 1 -2.702E+02 6.274E+02 "3.001E+01 1.124E+02 1.034E+02 1.678E+03 2.702E+02 -6.274E+02 3,001E+01 -1.124E+02 1.725E+02 4.090E+03 2 -7.669E-04 2.122E+02 O.OOOE+00 O.OOOE+00 O.OOOE+00 5.715E+02 7.669E-04 -2.122E+02 O.OOOE+00 O.OOOE+00 O.OOOE+00 1.380E+03 3 -2.702E+02 6.274E+02 3.001E+01 -1.124E+02 -1.034E+02 1.678E+03 2.702E+02 -6.274E+02 -3.001E+01 1.124E+02 -1.725E+02 4.090E+03 10 1 2.702E+02 -6. 274E+02 -3.001E+01 1.124E+02 1.034E+02 -1.678E+03
-2.702E+02 6.274E+02 3.001E+01 -1.124E+02 1.725E+02 -4.090E+03 10 2 -7. 669E-04 2.123E+02 O.OOOE+00 O.OOOE+00 O.OOOE+00 5.715E+02 7.669E-04 -2. 123E+02 O.OOOE+00 O.OOOE+00 O.OOOE+00 1.380E+03 10 3 -2.702E+02 6.274E+02 -3.001E+01 1.124E+02 1.034E+02 1.678E+03 2.702E+02 -6.274E+02 3.001E+01 -1.124E+02 1.725E+02 4.090E+03 2.702E+02 -6.274E+02 3.001E+01 -1.124E+02 "1.034E+02 -1.678E+03
-2.702E+02 6.274E+02 -3.001E+01 1.124E+02 -1.725E+02 -4.090E+03 2 -7.669E-04 2.123E+02 O.OOOE+00 O.OOOE+00 O.OOOE+00 5.715E+02 7.669E-04 -2.123E+02 O.OOOE+00 O.OOOE+00 O.OOOE+00 1.380E+03 2.702E+02 -6.274E+02 -3.001E+01 1.124E+02 1.034E+02 -1.678E+03
-2.702E+02 6.274E+02 3.001E+01 -1.124E+02 1.725E+02 "4 '90E+03 MSIVOUT.S Page 2 of 5
~O
~O
~O
fOE INTERNATIONAL
- JOB NO. 50147 JOB SUBJECT Brown's Fe A-46 and IPEEE Main Steam Isoiation Valves CHICD ~DATE SHEET NO.
BY~~l~DATEQQ
+7
~f0 I 4 15 4~$
CALC. NO. ~C 12 1 -2.702E+02 6.274E+02 3.001E+01 -1.124E+02 -1.034E+02 1.678E+03 2.702E+02 -6.274E+02 "3.001E+01 1.124E+02 -1.725E+02 4.090E+03 12 2 -7.669E-04 2.122E+02 O.OOOE+00 O.OOOE+00 O.OOOE+00 5 '15E+02 7.669E-04 -2.122E+02 O.OOOE+00 0 OOOE+00 O.OOOE+00 1 380E+03
~ ~
12 3 2.702E+02 -6.274E+02 3.001E+01 -1.124E+02 -1.034E+02 -1.678E+03
--2.702E+02 6.274E+02 -3.001E+01 1.124E+02 -1.725E+02 -4.090E+03 13 O.OOOE+00 6. 003E+02 6. 003E+02 0. OOOE+00 -8.405E+03 8.405E+03 O.OOOE+00 -6.003E+02 -6.003E+02 O.OOOE+00 O.OOOE+00 O.OOOE+00 13 2,-8.490E+02 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 8.490E+02 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 0 OOOE+00
~
13 O.OOOE+00 6.003E+02 -6.003E+02 O.OOOE+00 8.405E+03 8.405E+03 0 ~ OOOE+00 -6.003E+02 6.003E+02 O.OOOE+00 O.OOOE+00 O.OOOE+00 1**** BEAM ELEMENT STRESSES ELEMENT CASE P/A P/A+M2/S2 P/A-M2/S2 P/A+M3/S3 P/A-M3/S3 WORST SUM NO. (MODE) 9.083E+02 -1.460E+04 1.642E+04 1. 642E+04 -1.460E+04 3.193E+04 9.083E+02 1.630E+04 -1.448E+04 -1.448E+04 1.630E+04 3.169E+04 1.878E+02 1.878E+02 1.878E+02 1.880E+02 1. 877E+02 1.880E+02 1.878E+02 1.878E+02 1.878E+02 1.876E+02 1.881E+02 1.881E+02 9.083E+02 1.642E+04 -1.460E+04 1.642E+04 -1.460E+04 3.193E+04 9.083E+02 -1.448E+04 1.630E+04 -1.448E+04 1.630E+04 3.169E+04 9.083E+02 9.081E+02 9.085E+02 284E+04 -2.102E+04 2.284E+04 9.083E+02 9.087E+02 9.079E+02 -2.086E+04 2.267E+04 2.267E+04 2 1.878E+02 1.877E+02 1.879E+02 1.879E+02 1.877E+02 1.880E+02 1.878E+02 1.880E+02 1.877E+02 1.877E+02 1.880E+02 1.882E+02 3 -9.083E+02 2.102E+04 -2.284E+04 -9.085E+02 -9.081E+02 -2.284E+04
-9.083E+02 -2.267E+04 2.086E+04 -9.079E+02 -9.087E+02 -2.267E+04 1 -9.083E+02 1.460E+04 -1.642E+04 "1 642E+04 1.460E+04 -3 '93E+04
~
-9.083E+02 -1.630E+04 1.448E+04 1.448E+04 -1.630E+04 -3.169E+04 2 1.878E+02 1.878E+02 1.878E+02 1.880E+02 1.877E+02 1.880E+02 1.878E+02 1.878E+02 1.878E+02 1.876E+02 1.881E+02 1.881E+02 3 -9.083E+02 -1. 642E+04 1.460E+04 -1.642E+04 1.460E+04 -3.193E+04
-9.083E+02 1.448E+04 -1.630E+04 1.448E+04 -1.630E+04 -3.169E+04 1 -9.083E+02 -9.081E+02 -9.085E+02 84E+0 2.102E+04 -2 284E+04 7.2-i & W~L
~
-9.083E+02 -9.087E+02 -9.079E+02 2.086E+04 -2.267E+04 -2 '67E+04 2 1.878E+02 1.877E+02 1.879E+02 1.879E+02 1.877E+02 1.880E+02 1.878E+02 1.880E+02 1.877E+02 1.877E+02 1.880E+02 1.882E+02 9.083E+02 -2.102E+04 2.284E+04 9.085E+02 9.081E+02 2.284E+04 9.083E+02 2.267E+04 -2.086E+04 9.079E+02 9.087E+02 2 '67E+04 MSIVOUT.S Page 3 of 5
0 0
EOE INTERNATIONAL SHEET NO. 2S JOB NO. 50147 JOB Brown's Fe A-46 and IPEEE BY A'ATE~p-4 -15 CALO. NO. C~ SUBJECT Main Steam Isolation Valves CHKD DATE ~[~t O.OOOE+00 5.444E-02 -5.444E-02 -2.593E+00 2.593E+00 2.648E+00 O.OOOE+00 -5.444E-02 5.444E-02 2.593E+00 -2.593E+00 2.648E+00 7.669E-07 7.669E-07 7.669E-07 4.041E-01 -4.041E-Ol 4.041E-Ol 7.669E-07 7.669E-07 7.669E-07 4 '41E-Ol -4.041E-01 4.041E-Ol
-1.782E-01 -2.271E-Ol -1.293E-01 7..359E-01 -1.092E+00 -1.141E+00
-1.782E-01 -2.271E-01 -1.293E-01 7.359E-01 -1.092E+00 -1.141E+00 1.782E-Ol 2.271E-01 1.293E-Ol -7.359E-01 1.092E+00 1.141E+00 1.782E-01 2.271E-01 1.293E-01 -7.359E-01 1.092E+00 1.141E+00 7.669E-07 7.669E-07 7.669E-07 4.041E-01 -4.041E-01 4.041E-01 7.669E-07 7.669E"07 7.669E-07 4.041E-01 -4.041E-Ol 4.041E-01 O.OOOE+00 5.444E-02 -5.444E-02 -2.593E+00 2.593E+00 2 '48E+00 O.OOOE+00 -5.444E-02 5.444E-02 2.593E+00 -2 '93E+00 2.648E+00 O.OOOE+00 -5.444E-02 5.444E-02 2.593E+00 -2.593E+00 2.648E+00 O.OOOE+00 5.444E-02 -'5.444E-02 -2.593E+00 2.593E+00 2.648E+00 7.669E-07 7.669E-07 7.669E-07 4.041E-01 -4.041E-Ol 4.041E-01 7.669E-07 7.669E-07 7.669E-07 4.041E"01 -4.041E-01 4.041E-01 1.782E-Ol 2.271E-01 1.293E"01 -7.359E-01 1.092E+00 1.141E+00 1.782E-Ol 2.271E-01 1.293E-01 -7.359E-01 1.092E+00 1.141E+00 1 -1.782E-01 -2.271E-01 -1.293E-01 7.359E-01 -1.092E+00 -l. 141E+00
-1.782E-01 -2.271E-01 -1.293E-Ol 7.359E-01 -1.092E+00 -1.141E+00 2 7.669E-07 7.669E-07 7.669E-07 4.041E-01 -4.041E-01 4.041E-01 7.669E-07 7.669E-07 7.669E-07 4.041E-01 -4.041E-01 4.041E-01 3 O.OOOE+00 -5.444E-02 5.444E-02 2.593E+00 -2.593E+00 2.648E+00 O.OOOE+00 5.444E-02 -5.444E-02 -2.593E+00 2.593E+00 2.648E+00 1 2.702E-01 1. 668E-01 3.735E-01 -1.407E+00 1.948E+00 2.051E+00 2.702E"Ol 4.427E"01 9.762K-02 4.360E+00 -3.820E+00 4.533E+00 2 7.669E-07 7.669E-07 7.669E-07 -5.715E-01 5.715E-01 5.715E-01 7.669E-07 7.669E-07 7.669E-07 1.380E+00 -1.380E+00 1.380E+00 3: 2.702E-'01 3.735E-01 1.668E"01 -1.407E+00 1.948E+00 2.051E+00 2.702E-01 9.762E-02 4.427E-01 4.360E+00 -3.820E+00 4.533E+00 10 -2.702E-01 -3.735E-01 -1.668E-Ol 1.407E+00 -1.948E+00 -2.051E+00
-2.702E-01 -9.762E-02 -4.427E-Ol -4.360E+00 3.820E+00 -4.533E+00 10 7.669E-07 7.669E-07 7.669E-07 -5.715E-01 5.715E-01 5.715E-01 7.669E-07" 7.669E-07 7.669E-07 1.380E+00 -1.380E+00 1.380E+00 10 2.702E-01 1 668E-01 3.735E-01 -1.407E+00 1.948E+00 2.051E+00
~
2 '02E-01 4.427E-Ol 9.762E-02 4.360E+00 -3.820E+00 4.533E+00
-2.702E"01 -1.668E-Ol -3.735E-01 1.407E+00 -1.948E+00 -2.051E+00
-2.702E-01 -4.427E-01 -9.762E-02 -4.360E+00 3.820E+00 -4.533E+00 7.669E-07 7.669E-07 7.669E"07 -5.715E-01 5.715E-01 5.715E-01 7.669E-07 7.669E-07 7.669E"07 1.380E+00 -1.380E+00 1:380E+00
-2.702E-01 -3.735E-01 -1.668E-01 1.407E+00 -1.948E+00 -2.051E+00
-2.702E-01 -9.762E-02 -4.427E-01 -4.360E+00 3.820E+00 -'4.533E+00 MSIVOUT.S Page 4 of 5
0 0
EQE INTERNATIONAL
~BI JOB NO. 50147 I
JOB Brown's Fe S
A-46 and IPEEE BY ~* SHEET HD.~Z DATE ~04-'I'b CALO NO CQ~ SUBJECT Main Steam Isolation Valves CHKD DATE O'N ~ )
12 1 2. 702E-01 3.735E-01 1 668E-01 -1.407E+00 1.948E+00 2.051E+00
~
2.702E-01 9.762E-02 4 '27E-01 4.360E+00 -3.820E+00 4.533E+00 2 7.669E-07 7.669E-07 7.669E-07 -5.715E-Ol 5.715E-01 5.715E-01 12'2 7.669E-07 7.669E-07 7.669E-07 1.380E+00 -1.380E+00 1.380E+00 3 -2.702E-01 -1.668E-01 -3.735E-01. 1.407E+00 -1.948E+00 -2.051E+00
-2.702E-01 -4.427E-01 -9.762E-02 -4.360E+00 3.820E+00 -4.533E+00 13 1 O.OOOE+00 8.405E+00 -8.405E+00 -8.405E+00 8.405E+00 1.681E+Ol O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 13 2 8.490E-Ol 8.490E-01 8.490E-01 8.490E-01 8 '90E-01 8.490E-01'.490E-01 8.490E-01 8.490E-01 8.490E-01 8.490E-01 8.490E-01 13 3 O.OOOE+00 -8.405E+00 8.405E+00 -8.405E+00 8.405E+00 1.681E+01 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 1**** End of file MSIVOUT.S Page 5 of 5
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SEL L'ine No. ~ 39202 Status Y QN U a
SCREENING EVALUATION WORK SHEET (SEWS) Sheet 1 of 2 Equip. ID No.. 3-PNLA-082-00003C Equip. Class 20 - Instr. 8 Control Panels 8 Cabinets Equipment Description DG 3C ELECTRICAL CONTROL CABINET 5C Location: Bldg. U3 DGB Floor El. 565 Room, 'Row/Col Manufacturer, Model, Etc. (optional but recommended) ~~ c,i-i.
SEISMIC CAPACITY VS DEMAND
1. Elevation where equipment, receives seismic input
2. Elevation of seismic input below about 40'rom grade (gY~ c~ SV )
3. Equipment has fundamental frequency above about 8 Hz (g N U N/A (>), <6)
4. Capacity based on: Existing Documentation DOC Bounding Spectrum +$ 3 1.5 x Bounding Spectrum ABS GERS GERS
5. Demand based on: Ground Response Spectrum 1.5 x Ground Response Spectrum AGS Conserv. Des. In-Str. Resp. Spec. CRS Realistic M-Ctr. In-Str. Resp. Spec.
~ ~ ~ RRS es capacity exceed demand? ( Indicate at right (*) and in COMMENTS if a special exception to enveloping of seismic demand spectrum is invoked per Section 4.2 of the GIP.)
CAVEATS - BOUNDING SPECTRUM (Identify with an asterisk (*) those caveats which are met by intent without meeting the specific wording of the caveat rule and explain the reason for this conclusion in the COMMENTS section below)
1. Equipment's included in earthquake experience equipment class (8 N U N/A
2. No computers or programmable controllers (jD N U N/A
3. No strip chart recorders QD N U N/A
4. Steel frame and sheet metal structurally adequate ~Y N U N/A
5. Adjacent cabinets or panels which are close enough to impact, or sections of multi-bay cabinets or panels, are bolted together if they contain essential relays Q) N U N/A
6. Drawers and equipment on slides restrained from falling out Y N U Qg
7. All doors secured by latch or fastener Q) N U N/A (4h
8. Attached lines have adequate flexibility CD N U N/A ('->
9. Anchorage adequate (See checklist below for details) Y Q) U N/A <~)
10. Relays mounted on equipment evaluated P F'= < N U N/A (61
'ave you looked for and found'o other adverse concerns?
5'1 Y N U N/A Y~U N/A C4)
Is the intent of all the caveats met for Bounding Spectrum?
CHORAGE
1. Appropriate equipment characteristics determined '6 (mass, CG, natural freq., damping, center of rotation) N U N/A ('3 (<>
2. Type of anchorage covered by GIP 8 N U N/A t >>:
3. Sizes and locations of anchors determined N U N/A
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SEL Line No. 39202 SCREENING EVALUATION WORK SHEET (SEMS) Sheet 2 of 2 Equip. ID No. 3-PNLA-082-00003C Equip. Class 20 - Instr. II Control Panels 8 Cabinets Equipment Oescription DG 3C ELECTRICAL CONTROL CABINET
~E<<'d
4. Anchorage installation adequate, e.g.,
weld quality and length, nuts and washers, expansion 5.
anchor tightness Factors affecting anchorage capacity or margin of Y (g U N/A (~)
safety considered: embedment length, anchor spacing, free-edge distance, concrete strength/condition, and concrete cracking Y N U N/A
6. For bolted anchorages, gap under base less than 1/4-inch Y N U s~A
7. Factors affecting, essential relays considered: gap under base, capacity reduction for expansion anchors Y N U ~N/A
8. Base has adequate stiffness and effect of prying action on anchors considered N U N/A
9. Strength of equipment base and load path to CG adequate N U N/A
10. Embedded steel, grout pad or large concrete pad adequacy evaluated N U N/A re anchorage requirements, met? Y QN U (l-)
INTERACTION EFFECTS
1. Soft targets free from impact by nearby equipment or structures (B N U N/A
2. If equipment contains sensitive relays, equipment free from all impact by nearby equipment or structures Y U N/A(<)
3. Attached lines have adequate flexibility Q3 N U N/A (~)
4. Overhead equipment or distribution systems are not likely to collapse (B N U N/A
5. Have you looked for and found no other adverse concerns? N U N/A Is equipment free of interaction effects? YU C<j IS E UIPMENT SEISMICALLY AOE UATE? Y U (/ )i (s)
COMMENTS
+v A (~ski ~to@
- Rv nu4 s I'-5 ) 7 fQ s~ 5'Kk/s
~v MO t~ ~ r~~ PAJ L A- O 8~ - ~~ ~ A A ndM <gd 0 'h id. <
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0 SSEL Line No. 39202 Status Y (Q U Sheet I of I IPEEE SUPPLEMENTAL SCREENING EVALUATION WORKSHEET Equip. ID No. 3-PNLA-082-00003C Equip. Class 20 - Instr. 8 Control Panels 8 Cabinets Equipment Description DG 3C ELECTRICAL CONTROL CABINET RELAY WALKDOWN
1. Does spot check of essential relays indicate CAN U relays present and properly mounted?
2. Are essential relays required to function Y N U (QP during earthquake screened out?
If no, attach list of relays with locations in cabinet and general dimensions, thicknesses and details of mounting plates that support relays 3.
for later analysis.
No other relay concerns?
equirements for relays satisfied?
Y / U N/A
,Y U( )
SYSTEM INTERACTION EFFECTS
1. No potential sources could flood or spill onto N U N/A cab'inet?
DESCRIBE POTENTIAL PROBLEMS INDICATED BY NO OR UNSATISFACTORY (Use additional sheets if necessary)
/) $ ~QQ~ ~ Q'lA~QCIY ) 5~ dSVC p ~/iz/ec osvg 3 rz 4- 2
$ p:(i~(ct IS EqUIPMENT FREE OF NEED FOR FURTHER INVESTIGATION, EXCLUDING RELAY CHATTER.
g~ ~&I Mo~z )
S EQUIPMENT FREE OF NEED FOR FURTHER RELAY CHATTER INVESTIGATION? YES NO~ (~~~b~v.)
Evaluated by: . Date: ro-i+-9<
Evaluated by Date:
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Sheet I of 2 SEL Line No. ~ ~~~
OUTLIER SEISMIC VERIFICATION SHEET (OSVS) l.
i i <<
Equipment Location:
i ~..*
OUTLIER IDENTIFICATION, DESCRIPTION, AND LOCATION 81dg. ~u wc.
i Floor Elevation R li / i e ac B i 1 Equipment Description c KC KCAL. Go L trJC:Y
2. OUTLIER ISSUE DEFINITION
a. Identify all the screening guidelines which are not met.
(Check more than one if several guidelines could not be satisfied.)
Mechanical and Electrical E ui ment Tanks and Heat Exchan ers Capacity vs. Demand Shell Buckling*
Caveats Anchor Bolts and Embedment Anchorage Anchorage Connections Seismic Interaction Flexibility of Attached Piping*
Other Other Cable and Conduit Racewa s Essential Rela s Inclusion Rules Capacity vs. Demand Other Seismic Performance Concerns Mounting, Type, Limited Analytical Review Location Other Other
~ Shell buckling and flexibility of attached piping only apply to large, flat-bottom, vertical tanks.
b. Describe all the reasons for the outlier (i.e., if all the listed outlier issues were resolved, then the signator'ies would consider this item of equipment to be verified for seismic adequacy):
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Sheet 2 of 2 SEL Line No.
~
~ ~~~z, o sv5 3y~~-l OUTLIER SEISMIC VERIFICATION SHEET (OSVS)
E i t N b
3. PROPOSED METHOD OF OUTLIER RESOLUTION (OPTIONAL)
.a. Define proposed method(s) for resolving outlier.
l yvrvg~ m ~ f~ v W @vs r~+st
b. Provide information needed to implement proposed method(s) for resolving outlier (e.g., estimate of fundamental frequency).
4. CERTIFICATION:
The information on this OSVS is, to the best of our knowledge and belief, correct and accurate, and resolution of the outlier issues listed on the previous page will satisfy the requirements for this item of equipment to be verified for seismic adequacy:
Approved by: (For Equipment Classes 80 - 422, all the Seismic Capability Engineers on the Seismic Review Team (SRT) should sign; there should be at least two on the SRT. One signatory should be a licensed professional engineer. For Relays, the Lead Relay Reviewer should sign.)
PAa.~ iJ R.. % e.Lc. i c k,. Jo <+ ~'T 5 Print or Type Name Signet e Date P.z, int or Type Name Sign ture Date Print or Type Name Signature Date
0 Sheet 1 of 2 SEL Line No. ~39>a osVG-3'i~Q -g OUTLIER SEISMIC VERIFICATION SHEET (OSVS)
1. OUTLIER IDENTIFICATION, DESCRIPTION, ANO LOCATION Equipment IO Number 3 7'ALA-o82. ooo~ Equipment Class 20 Equipment Location: Bldg. ~t> cia Floor Elevation sc Room or Row/Column RM s Elevation sc5 s'ase Equipment Description 5( C CAL ATRO L C A$ 1 dJ ET
2. OUTLIER ISSUE DEFINITION
a. Identify all the screening guidelines which are not met.
(Check more than one if several guidelines could not be satisfied.)
Mechanical and lectrical E ui ment Tanks and Heat Exchan ers Capacity vs. Demand Shell Buckling*
Caveats Anchor Bolts and Embedment Anchorage Anchorage Connections Seismic Interaction Flexibility of Attached Piping*
Other Other
~id Capacity vs. Demand Cable and Conduit Racewa s Inclusion Rules Other Seismic Performance Concerns Hounting, Type, Limited Analytical Review Location Other Other
Shell buckling and flexibility of attached piping only apply to large, flat-bottom, vertical tanks.
b Describe all the reasons for the outlier (i.e., if all the listed outlier issues were resolved, then the signatories would consider this, item of equipment to be verified for seismic adequacy):
deXa Q 4wc 0 vl e.
0 0
SSEL Line No. ~~ oSVS 39z z. 2.
Sheet 2 of 2 OUTLIER SEISMIC VERIFICATION SHEET (OSVS)
E
3. PROPOSED METHOD OF OUTLIER RESOLUTION (OPTIONAL)
a. Define proposed method(s) for resolving outlier.
eo M4L
b. Provide information needed to implement proposed method(s) for resolving outlier (e.g., estimate of fundamental frequency).
4. CERT IF ICATION:
The information on this OSVS is, to the best of our knowledge and belief, correct and accurate, and resolution of, the outlier issues listed on the previous page:.will satisfy the requirements for this item of equipment to be verified for seismic adequacy:
Approved by: (For Equipment Classes Ã0 - f22, all the Seismic Capability Engineers on the Seismic Review Team (SRT) should sign; there should. be at least two on the SRT. One signatory should be a licensed professional engineer. For Relays, the Lead Relay Reviewer should sign.)
RBRZ.i& W. aelC,i z-i:-~c Print or Type Name Date 00M 6. P(WrJ Pe >>>/1(
Print or Type Name Signature Date Print or Type Name Signature Date
~O 0
0
EL Line No. 9108 Status QY N U SCREENING EVALUATION WORK SHEET (SEWS) Sheet 1 of gg Equip. ID No. 0-PNLA-082-OOOOA Equip. Class 20 - Instr. Il Control Panels K Cabinets Equipment Oescription DG A ELECTRICAL CONTROL CABINET 1: ujz bC 1 155. ~55 gt 51. 5 5 Manufacturer, Model, Etc. (optional but recommended) C r1.
SEISMIC CAPACITY VS OEMAND
1. Elevation where equipment receives seismic input 5&~- 4
2. Elevation of seismic input below about 40'rom grade i~Y N U ('<" ~ -"-i
3. Equipment has fundamental frequency above about 8 Hz (Y~ N U N/A (~5,< -)
4. Capacity based on: Existing Oocumentation DOC Bounding Spectrum ~8 1.5 x Bounding Spectrum ABS GERS GERS
5. Oemand based on: Ground Response Spectrum 1.5 x Ground Response Spectrum AGS Conserv. Des. In-Str. Resp. Spec.
~ ~ CRS Realistic M-.Ctr. In-Str. Resp. Spec.
~ ~ ~ 'RRS es capacity exceed demand? (Indicate at, right (*) and in QYN U COMMENTS if a special exception to enveloping of seismic (@$ - c i~-
demand spectrum is invoked per Section 4.2 of the GIP,) CQE-Q ~Du t+~ YH)
CAVEATS - BOUNDING SPECTRUM ( Identify with an asterisk (*) those caveats which are met by intent without meeting the specific wording of the caveat rule and explain the reason for this conclusion in the COMMENTS section below)
1. Equipment is included in earthquake experience equipment class C8 N U N/A
2. No computers or programmable contr<8 lers N U N/A
3. No strip chart recorde. s Q) N U N/A
'4. Steel frame and sheet metal structurally adequate N U N/A
5. Adjacent cabinets or panels which are close enough to impact, or sections of multi-bay cabinets or panels, are bolted together if they contain essential relays Q3 N U N/A
6. Drawers and equipment on slides restrained from falling out Y N
7. All doors secured by latch or fastener N
8. Attached lines have adequate flexibility U N/A (c.>
9. Anchorage adequate (See checklist below for details) CQ N U N/A (<)
10. Relays mounted on equipment evaluated A <= < 5 N U N/A (e)
11. Have you looked for and found no other adverse concerns? CY.' U N/A s the intent of all the caveats met for Bounding Spectrum? (Y'N U N/A CHORAGE
1. Appropriate equipment characteristics determined (mass, CG, natural freq., damping, center of rotation) , Y3 N U N/A ('> i"-)
2. Type of anchorage covered by GIP CP N U N/A
3. Sizes and locations of anchors determined N U N/A
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EL Line No. 9108 SCREENING EVALUATION WORK SHEET (SEWS) Sheet 2 of g'g Equip. ID No. 0-PNLA-082-0000A Equip. Class 20 - Instr. & Control Panels K Cabinets Equipment Description DG A ELECTRICAL CONTROL CABINET
~AE4. Anchorage installation adequate, e.g.,
weld quality and length, nuts and washers, expansion anchor tightness +Y N U N/A
5. Factors affecting anchorage capacity or margin of safety considered: embedment length, anchor spacing, free-edge distance, concrete strength/condition, and concrete cracking C8 N U'/A
6. For bolted anchorages, gap under base less than 1/4-inch Y N u /
7. Factors affecting essential relays considered: gap under base, capacity reduction for expansion anchors v u u~vy
8. Base has adequate stiffness and effect of prying action on anchors considered N U N/A 9.~ Strength of equipment base and load path to CG adequate Q N U N/A
10. Embedded steel, grout pad or large concrete
~
pad adequacy evaluated QY N U N/A Are anchorage requirements met? 9 N U (~)
INTERACTION EFFECTS
1. Soft targets free from impact by nearby equipment or structures 8N u N/A
2. If equipment contains sensitive relays, equipment 3.
free from all impact by nearby equipment or structures Attached lines have adequate flexibility gu u N/A N/A (z)
4. Overhead equipment or distribution systems are not likely to collapse N U N/A
5. Have you looked for and found no other adverse concerns? Q)N U N/A Is equipment free of interaction effects? NU IS E UIPMENT SEISMICALLY ADE UATE?
COMMENTS p) P+ bl'f L4 $%5w ic Sin~i o,+i 0 ~ +p.531-L (. R.in' QeqgL1~ gp+~.pq ( Zv ~ > v 0 ',:~~4 5 ~ (a <Qei 4 @~+M Q
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EL Line No. 9108 Status (B N U Sheet 1 of 1 IPEEE SUPPLEMENTAL SCREENING EVALUATION WORKSHEET Equip. IO No. 0-PNLA-082-0000A Equip. Class 20 - Instr. If Control Panels K Cabinets Equipment Description OG A ELECTRICAL CONTROL CABINET RELAY WALKOOWN
l. Does spot check of essential relays indicate QY N U N/A relays present and properly mounted?
2. Are essential relays required to function Y N U ~N/A during earthquake screened out?
If no, attach list of relays with locations in cabinet and general dimensions, thicknesses and details of mounting plates that support relays for later analysis.
. No other relay concerns? N U N/A Requirements for relays satisfied? OYN U SYSTEM INTERACTION EFFECTS l: No potential sources could flood or spill onto QY N U N/A cabinet?
DESCRIBE POTENTIAL PROBLEMS INDICATEO BY NO OR UNSATISFACTORY (Use additional sheets if necessary)
S EQUIPMENT FREE OF NEED FOR FURTHER INVESTIGATION, EXCLUDING RELAY CHATTER?
YES~ NO YES'O IS EQUIPMENT FREE Evaluated by:
Evaluated by:
OF NEED FOR FURTHER RELAY CHATTER INVESTIGATION?
D:
Date:
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EL Line No. 9112 Status Y U SCREENING EVALUATION WORK SHEET (SEMS) Sheet 1 of 2 Equip. ID No. 3-PNLA-082-00003A Equip. Class 20 - Instr. & Control Panels 8 Cabinets Equipment Description DG 3A ELECTRICAL CONTROL CABINET AS DG Location: Bldg. U3 DGB Floor El. 565 Room, Row/Col g~ '3h Manufacturer, Model, Etc. (optional but recommended) , c..
SEISMIC CAPACITY VS DEMAND
1. Elevation where equipment receives seismic input
2. Elevation of seismic input below about 40'rom grade
3. Equipment has fundamental frequency above about 8 Hz Q~ N U N/A (>) c~)
4. Capacity based on: Existing Documentation DOC Bounding Spectrum 4g 1.5 x Bounding Spectrum ABS GERS GERS
5. Demand based on: Ground Response Spectrum ~GR 1.5 x Ground Response Spectrum AGS Conserv. Des. In-Str. Resp. Spec.
~ ~ ~ CRS Realistic-M-Ctr. In-Str. Resp. Spec.
~ ~ RRS es capacity exceed demand? ( Indicate at right (*) and in ~UN (K'-. c lc,.
U COMMENTS if a special exception to enveloping of seismic Cb-yacc~~-,i~~~'.i demand spectrum is invoked per Section 4.2 of the GIP.)
~
CAVEATS - BOUNDING SPECTRUM (Identify with an asterisk (*) those caveats which are,met by intent without meeting the specific wording of the caveat rule and explain the reason for this conclusion in the COMMENTS section below)
l. Equipment is included in earthquake experience equipment class 6 N U N/A
2. No computers or programmable controllers N U N/A
3. No strip chart recorders N U N/A
4. Steel frame and sheet metal structurally adequate C& N U N/A
5. .Adjacent cabinets or panels which are close enough to impact, or sections of multi-bay cabinets or
'anels, are bolted together if they contain S
essential'elays N U N/A
6. Drawers and equipment on slides restrained from falling out Y N U (~ (4
7. All doors secured by latch or fastener N U N/A
8. Attached lines have adequate flexibility S N U N/A ( ~)
9. Anchorage adequate (See checklist below for details) Y %DU N/A (~) ~
10. Relays mounted on equipment evaluated Ac=+.~ QDN U N/A (s5
11. Have you looked for and found no other adverse concerns? N N U N/A Is the intent of all the caveats met for Bounding Spectrum? Y Ku N/A (<>
CHORAGE
1. Appropriate equipment characteristics determined (mass, CG, natural freq., damping, center of rotation) 6~ N U N/A (~b ".-'i
2. Type of anchorage covered by GIP U N/A
3. Sizes and locations of anchors determined (Q N U N/A
0 0
EL Line No. 9112 SCREENING EVALUATION WORK SHEET (SEWS) Sheet 2 of 2 Equip. IO No. 3-PNLA-082-00003A Equip. Class 20 - Instr. 8 Control Panels It Cabinets Equipment Description
~s<<'s4.
DG 3A ELECTRICAL CONTROL CABINET Anchorage installation adequate, e.g.,
weld quality and length, nuts and washers, expansion anchor tightness Y ug U N/A (<3
5. Factors affecting anchorage capacity or margin of safety considered: embedment length, anchor spacing, free-edge distance, concrete strength/condition, and concrete cracking QY N U N/A
6. For bolted anchorages, gap under base less than 1/4-inch Y NUGENT
7. Factors affecting essential relays considered: gap under base, capacity reduction for expansion anchors Y N U ~N/A
8. Base has adequate stiffness and effect of prying act.ion on anchors considered Q N U N/A
9. Strength of equipment base and load path to CG adequate N U N/A
10. Embedded steel, grout pad or large concrete pad adequacy evaluated. ~/Y N U N/A re anchorage requirements met? Y Q5 U (~4 INTERACTION EFFECTS
1. Soft targets free from impact by nearby equipment or structures Q0 N U N/A
2. If equipment contains sensitive relays, equipment free from all impact by nearby equipment or structures Y U N/A(~)
3. Attached lines have adequate flexibility Q) N U N/A I',A
4. Overhead equipment or distribution systems are not likely to collapse N U N/A
5. Have'ou looked for and found no other adverse concerns? E5 N U N/A Is equipment free of interaction effects? YU (~)
IS E UIPMENT SEISMICALLY ADE UATE? Y/g'U (t'-3 >( th COMMENTS c
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SEL Line No. 9112 Status Y U Sheet. 1 of 1 IPEEE SUPPLEMENTAL'CREENING EVALUATION WORKSHEET Equip. ID No. 3-PNLA-082-00003A Equip. Class 20 - Instr. 8. Control Panels 8 Cabinets Equipment Description DG 3A ELECTRICAL CONTROL CABINET RELAY WALKDOWN
l. Does spot check of essential relays indicate Q) N U N/A relays present and properly mounted?
2. Are essential relays required to function Y N U during earthquake screened out?
If no, attach list of relays with locations in t
cabinet and general dimensions, thicknesses and details of mounting plates that support relays for later analysis.
3. No other relay concerns? Y U . N/A (t >)
Requirements for relays satisfied? Y U CIi ~)
SYSTEM INTERACTION EFFECTS
1. No potential sources could flood or spill onto QY N U N/A cabinet?
DESCRIBE POTENTIAL PROBLEMS INDICATED BY NO OR UNSATISFACTORY (Use additional sheets if necessary) s c. as Vs- 'Yllz.-
g) / Mac% O(t,l;'v qFS~ ><VS- 0<<'-- > p /Z~/SC-
/ i/'I S EQUIPMENT FREE OF NEED FOR FURTHER INVESTIGATION, EXCLUDING RELAY CHATTER.
YES NO~ (S i~ I)
IS EQUIPMENT FREE OF NEED FOR FURTHER RELAY CHATTER INVESTIGATION? YES NO~(S ~")
Evaluated by: ~c- 4c = Date:
Evaluated by: Date: o i ~/'.
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OSIS- ~ L -l
~
I I Sheet 1 of 2 EL Line No. cLiit, OUTLIER SEISMIC VERIFICATION SHEET (OSVS)
1. OUTLIER IDENTIFICATION, DESCRIPTION, AND LOCATION E Ep 10 1 1 E Ep 11 Equipment Location: Bldg. ~c Floor Elevation was
Room or Row/Column 6G- Red~ 3 1 E1 Equipment Description C 3A Klt~t WYROL. gmt rJE:f
2. OUTLIER ISSUE DEFINITION
'a Identify all the screening guidelines which are not met.
if several
~
(Check more than one guidelines could not be satisfied.)
Hechanical and Electrical E ui ment Tanks and Heat Exchan ers Capacity vs. Demand Shell Buckling*
Caveats Anchor Bolts and Embedment .
Anchorage Anchorage Connections Seismic Interaction Flexibility of A'ttached Piping*
Other Other Cable and Conduit Racewa s Essential Rela s Inclusion Rules Capacity vs. Demand Other Seismic Performance Concerns Mounting, Type, Limited Analytical Review Location Other Other
~ Shell buckling and flexibility of attached piping only apply to large, flat-bottom, vertical tanks.
b. Describe all the reasons for the outlier (i.e., if all the listed consider outlier issues were resolved, then the signatories would this item of equipment to be verified for seismic adequacy):
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Sheet 2 of 2 SEL Line No. ~tl~ OCVS-9 il~ -]
OUTL IER SE ISNIC VER IF ICAT ION SHEET (OS VS)
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3. PROPOSED METHOD OF OUTLIER RESOLUTION (OPTIONAL)
a. Define proposed method(s) for resolving outlier.
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b. Provide information needed to implement proposed method(s) for resolving outlier (e.g., estimate of fundamental frequency).
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4. CERTIFICATION:
The information on this OSVS is, to the best of our knowledge and belief, correct and accurate, and resolution of the outlier issues listed on the previous page will satisfy the requirements for this item of equipment to be verified for seismic adequacy:
Approved by: (For Equipment Classes 80 - 422, all the Seismic Capability Engineers on the Seismic Review Team (SRT) should sign; there should be at least two on the SRT. One signatory should be a licensed professional engineer. For Relays, the Lead Relay Reviewer should sign.)
F~k~> nJ /o-iX-eS Print or Type Name Sig~'ure Date
/0 is 6S rint or Type Name Signature Date Print or Type Name Signature Date
0 Cl i
Sheet I of 2 SEL Line No.
OSVS - 'f I l Z.
~m OUTLIER SEISMIC VERIFICATION SHEET (OSVS)
l. OUTLIER IOENTIFICATION, OESCRIPTION, ANO LOCATION Equipment IO Number 5 PNLA-8z.-ooo3A Equipme'nt Class 20 Equipment Location: 81dg. ~u Floor Elevation zc g or Row/Column Base Elevation pcs'."
'oom Equipment Oescription bc EC77Z. CAL OaJTROL CA4514 gT'.
2. 'OUTLIER ISSUE OEF INITION
. Identify all the screening guidelines which are not met.
(Check more than one if several guidelines could not be satisfied.)
Mechanical and Electrical ui ment Tanks and Heat Exchanaers Capacity vs. Demand Shell Buckling*
Caveats Anchor Bolts and Embedment Anchorage Anchorage Connections Seismic Interaction Flexibility of Attached Piping*
Other Other Cable and Conduit Racewa s Essential Rela s Inclusion Rules Capacity vs. Demand Other Seismic Performance Concerns Mounting, Type, Limited Analytical Review Location Other Other
Shell buckling and flexibility of attached piping only apply to large, flat-bottom, vertical tanks.
b. Describe all the reasons for the outlier (i.e., if all the listed outlier issues were resolved, then the signatories would consider this item of equipment to be verified for seismic adequacy):
aa
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Sheet 2 of 2 SEL Line No. 9<i~
OSVS g iz, ,2.
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OUTLIER SEISMIC VERIFICATION SHEET (OSVS)
E
3. PROPOSED METHOD OF OUTLIER RESOLUTION (OPTIONAL)
a. Define proposed method(s) for resolving outlier.
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b. Provide information needed to implement proposed method(s) for resolving outlier (e.g., estimate of fundamental frequency).
4. CERTIFICATION:
The information on this OSVS is, to the best of our knowledge and belief, correct and accurate, and resolution of the outlier issues listed on the previous page will satisfy the requirements for this item of equipment to be verified for. seismic adequacy:
Approved by: (For Equipment Classes 40 - f22, all the Seismic Capabi.lity Engineers on the Seismic Review Team (SRT) should sign; there should be at least two on the SRT. One signatory should be a licensed professional engineer. For Relays, the Lead Relay Reviewer should sign.)
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DCN T39684A sht3of 3 Block 16 (con't)
The unit 3 Diesel Generator Building electrical control cabinets 3-PNLA~4003A, 3-PNLA-0824003B, 3-PNLA482-0003C, 3-PNL'A482-0003D, and the unit 3 Diesel Generator Building electrical neutral ground tmosformer cabinets 3-LPNL-925-0659A, 3-LPNL-925-0659B, 3-LPNL-9254659C, and 3-LPNL-9254659D siG be anchored as shown on DCA T39684-001 (use for all stages). Also see WR C164400 and WR C164396. (WR C164396 ggggg~WR C316413). The changes in the andmrage of these panels/cabinets are documented in calculations CD-@3082-950543 R1 and CD-Q3082-950544 Rl.
This DCN T39684A will be implemented in 4 stages.
Stage 1 3-PNLA4824003B 3-LPNL-925465 9B Stage 2 3-PNLA4824003D 3-LPNL-9254659D Stage 3 3-PNLA-082-0003 C 3-LPNL-9254659C Stage 4 3-PNLA4824003A 3-LPNL-9254659A
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EL Line No. 39204 Status Y N Cl&
SCREENING EVALUATION WORK SHEET (SEWS) Sheet 1 of gg Equip. IO No. 3-PNLA-925-0031 Equip. Class 20 - Instr. K Control Panels 8 Cabinets Equipment Description LOCAL PANEL 25-31 Location: Bldg. U3 RB Fl oor El . 621 -~ Room, Row/Col R20 Manufacturer, Model, Etc. (optional but recommended)
SEISMIC CAPACITY VS DEMAND
1. Elevation where equipment receives seismic input
2. Elevation of seismic input below about 40'rom grade
3. Equipment has fundamental frequency above about 8 Hz N U N/A(~),c~l~
4. Capacity based on: Existing Oocumentation DOC
,Bounding Spectrum BS 1.5 x Bounding Spectrum ~B GERS GERS
5. Demand based on: Ground Response Spectrum GRS 1.5 x Ground Response Spectrum AGS Conserv. Des. In-Str. Resp. Spec.
~ ~ CRS Realistic M-Ctr. In-Str. Resp. Spec.
~ ~ ~
s capacity exceed demand? (Indicate at right (*) and in
~
N U (i)
COMMENTS if a special exception to enveloping of seismic demand spectrum is invoked per Section 4.2 of the GIP.)
CAVEATS - BOUNOING SPECTRUM (Identify with an asterisk (*) those caveats which are met by intent without meeting the specific wording of the caveat rule and explain the reason for .this conclusion in the COMMENTS section below)
1. Equipment is included in earthquake experience equipment class N. U N/A
2. No computers or programmable controllers Cg N U N/A
3. No strip chart recorders (23 N U N/A (~>,ci)
4. Steel frame and sheet metal structurally adequate CU N U N/A(~,(:s)
5. Adjacent cabinets or panels which are close enough to impact, or sections of multi-bay cabinets or panels, are bolted together if they contain essential relays G)N U N/A( )
6. Drawers and equipment on slides restrained from falling out QD N U N/A("3
7. All doors secured by latch or fasteners~(-< C-i, ~g4~ 5) N U N/A
8. Attached lines have adequate flexibility N U N/A(i)
9. Anchorage adequate (See checklist below for details) Y N CLP N/A('~>
10. Relays mounted on equipment evaluated CS N U N/A(),(8~
11., Have you looked for and found no other adverse concerns? CE' U N/A Is the intent of all the caveats met for Bounding Spectrum? Y NQUN/A HORAGE
1. Appropriate equipment characteristics determined (mass, CG, natural freq., damping, center of rotation) CY-' U N/A
(~)i'-'.
Type of anchorage covered by GIP ~-~~~~ >. ~'>>~ ~--.; ~Y N QD N/A (i.-)
3. Sizes and locations of anchors determined Y N CS N/A ('<
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EL Line No. 39204 SCREENING EVALUATION WORK SHEET (SEWS) Sheet 2 of gy Equip. ID No. 3-PNLA-925-0031 Equip. Class 20 - Instr. K Control Panels & Cabinets Equipment Description 25-31
~E LOCAL PANEL
4. Anchorage installation adequate, e.g.,
weld quality and length, nuts and washers, expansion anchor tightness 4 i.v ~1& + N U N/A Factors affecting anchorage capacity or margin of l'.
safety considered: embedment length, anchor spacing, free-edge distance, concrete strength/condition, and concrete cracking dV N U N/A
6. For bolted anchorages, gap under base less than 1/4-inch Y N U CQg)
7. Factors affecting essential relays considered: gap
'nder base, capacity reduction for expansion anchors N U N/A
8. 8ase has adequate stiffness and effect of prying action on anchors considered <D N U N/A
9. Strength of equipment base and load path to CG adequate CP N U N/A
10. Embedded steel, grout pad or large concrete pad adequacy evaluated Y N CiO N/A<'>
e anchorage requirements met? Y N 83<'~~
INTERACTION EFFECTS
1. Soft targets free from impact by nearby equipment or structures 8 N U N/A (~)ic<<)
2. If equipment contains sensitive relays, equipment free from all impact by nearby equipment or structures C8 N U N/A
3. Attached lines have adequate flexibility CS N U N/A( r)
4. Overhead equipment or distribution systems are not likely to collapse 9 N U N/A 5, Have you looked for and found no other adverse concerns? N U N/A Is equipment free of interaction effects? 8N U IS E UIPMENT SEISMICALLY ADE UATE? YQNU COMMENTS n~< /g Z. S ~f~ Z <~f44 > f 0 < '31 ( tB.
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EL Line No. 39204 Status Y N QO Sheet 1 of 1 IPEEE SUPPLEMENTAL SCREENING EVALUATION WORKSHEET Equip. ID No. 3-PNLA-925-0031 Equip. Class 20 - Instr. 8 Control Panels 8 Cabinets Equipment Description LOCAL PANEL 25-31 RELAY WALKOOWN
1. Does spot check of essential relays indicate +Y N U N/A relays present and properly mounted?
2. Are essential relays required to function Y N U ~/A during earthquake screened out?
If no, attach list of relays with locations in cabinet and general dimensions, thicknesses and details of mounting plates that support relays for later analysis.
.~ No other relay concerns? Y N N/A
~
Requirements for relays satisfied? Y N Q) (.')
SYSTEM INTERACTION EFFECTS
1. No potential sources could flood or spill onto (F) N U N/A cabinet?
additional f)'~k~ous DESCRIBE POTENTIAL PROBLEMS INDICATED BY NO OR UNSATISFACTORY (Use sheets if necessary)
C c ~ ~ * (s o~ts osvs 5sc EQUIPMENT FREE OF QEED FOR FURTHER INVESTIGATION, EXCLUDING RELAY CHATTER?
YES NO~ ('c t I ~~- )
IS EQUIPMENT FREE OF NEED FOR FURTHER RELAY CHATTER INVESTIGATION? YES~ NO Evaluated by: Date: 9 ir. ~s-Evaluated by: Date:
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Sheet I of 2 SEL Line No. 3/+0of
'31
~5vs OUTLIER SEISMIC VERIFICATION SHEET (OSVS)
1. OUTLIER IDENTIFICATION, DESCRIPTION, AND LOCATION lqq <<1 R.
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1 1 1 Equipment Location: Bldg. ~R. Floor Elevation R R / 1 E1 Equipment Description L~c L L zs ~l . c.ic ~c c
2. OUTLIER ISSUE DEFINITION
a. Identify all the screening guidelines which are not met.
(Check more than one if several guidelines could not be satisfied.)
Mechanical and Electrical E ui ment Tanks and Heat Exchan ers Capacity vs. Demand Shel'1 Buckling*
Caveats Anchor Bolts and Embedment Anchorage Anchorage Connections Seismic Interaction Flexibility of Attached Piping*
Other Other Cable and Conduit Racewa s Essential Rela s Inclusion Rules Capacity vs. Demand Other Seismic Performance Concerns Mounting, Type, -Limited Analytical Review Location Other Other
~ Shell buckling and flexibility of attached piping only apply to large, flat-bottom, vertical tanks.
b. Describe all the reasons for the outlier (i.e., if all the listed outlier issues were resolved, then the signatories would consider this item of equipment to be verified for seismic adequacy):
Sheet 2 of 2 SEL Line No. ~>z +
OUTLIER SEISMIC VERIFICATION SHEET (OSVS)
Equipment IO Number z -ihip,
3. PROPOSED METHOO OF OUTLIER RESOLUTION (OPTIONAL)
a. Define proposed method(s) for resolving outlier.
Me. f c ov ct EW~a+iv>l etc ~i'v V r~
SCc, < C.4 ~
b. Provide information needed to implement proposed method(s) for resolving outlier (e.g., estimate of fundamental frequency).
4. CERTIFICATION:
The informat,ion on this OSVS is, to the best of our. knowledge and belief, correct and accurate, and resolution of the outlier issues listed on the previous page will satisfy the requirements for this item of equipment to be verified for seismic adequacy:
Approved by: (For Equipment Classes 40 - 822, all the Seismic Capability Engineers on the Seismic Review Team (SRT) should sign; there should be at least two on the SRT. One signatory should be a licensed professional engineer. For Relays, the Lead Relay Reviewer should sign.)
FARz./d R . KE'lC, l 9-l4- 0s Print or Type Name Sig~at re Oate go~ 0, p<~p pF w i(,/(~
Print or Type Name Si nature Date Print or Type Name. Signature Qate
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EL Line No. 9074 Status QY N U SCREENING EVAL'UATION WORK SHEET (SEWS) Sheet 1 of+~
Equip. IO No. 2-LPNL-925-0031 Equip. Class 20 - Instr. & Control Panels & Cabinets Equipment Description PANEL 25-31 ( P&C G sta s ~,+~i )
Location: Bldg. RB Floor El . 621-~ Room, Row/Col -R13 Manufacturer, Model, Etc. (optional but recommended)
SEISMIC CAPACITY VS OEMANO
1. .Elevation where equipment receives seismic input c 'c.l -3
2. Elevation of seismi'c input below about 40'rom grade **'3
3. Equipment has fundamental frequency above about 8 Hz N U N/A (p)
4. Capacity based on: Existing Oocumentation OOC Bounding Spectrum BS 1.5 x Bounding Spectrum GERS %GRS t
5. Oemand based on: Ground Response Spectrum GRS 1.5 x Ground Response Spectrum AGS Conserv. Des. In-Str. Resp. Spec. CRS Realistic M-Ctr. In-Str. Resp. Spec. ~RS es capacity exceed demand'? ( Indicate at right (*) and in QN U (a)~
COMMENTS if a special exception to enveloping of seismic demand spectrum is invoked per Section 4.2 of the GIP.)
CAVEATS - BOUNOING SPECTRUM ( Identify with an asterisk (*) those caveats which are met by intent without meeting the specific wording of the caveat rule and explain the reason for this conclusion in the COMMENTS section below)
1. Equipment is included in earthquake experience equipment class (B N U N/A
2. No computers or programmable controllers W N U N/A
3. No strip chart recorders QY N U N/A
4. Steel frame and sheet metal structurally adequate ~Y N U N/A
5. Adjacent cabinets or panels which are close enough to impact, or sections of multi-bay cabinets or panels, are bolted together if they contain essential relays CB N U N/A
6. Drawers and equipment on slides restrained from falling out N U N/A
7. All doors secured by latch or fastener % N U N/A
8. Attached lines have adequate flexibility N U N/A<'a>
9. Anchorage adequate (See checklist below for details) N U N/A
10. Relays mounted on equipment evaluated CQ N U N/A <>>
11. Have you looked for and found no other adverse concerns? N U N/A Is the intent of all the caveats met for Bounding Spectrum? (BN U N/A
.HORAGE
1. Appropriate equipment characteristics determined (mass, CG, natural freq., damping, center of rotation) C6 N U N/A (2)
2. Type of anchorage covered by GIP N U N/A
3. Sizes and locations of anchors determined (9 N U N/A
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EL Line No. 9074 SCREENING EVALUATION WORK SHEET (SEWS) Sheet 2 of 77 S Equip. IO No. 2-LPNL-925-0031 Equip. Class 20 - Instr. 5 Control Panels K Cabinets Equipment Oescription PANEL 25-31
~OA F <<'d
4. Anchorage installation adequate, e.g.,
weld quality and length, nuts and washers, expansion anchor tightness (9 N U N/A
5. Factors affecting anchorage capacity or margin of safety considered: embedment length, anchor spacing, free-edge distance, concrete strength/condition, and concrete cracking C5 N U N/A
6. For bolted anchorages, gap .under base less than 1/4-inch N U N/A
7. Factors affecting essential relays considered: gap under base, capacity reduction for expansion anchors CBN U N/A
8. Base has adequate stiffness and effect of prying action on anchors considered SNU N/A
9. Strength of equip'ment base and load path to CG adequate N U N/A
10. Embedded steel, grout pad or large concrete pad adequacy evaluated 'SN U N/A re anchorage requirements met? CB N U(~)
INTERACTION EFFECTS
1. Soft targets free from impact by nearby equipment or structures (6 N 'U N/A
2. If equipment contains sensitive relays, equipment free from all impact by nearby equipment or structures 0< N U N/A (~)
3. Attached lines have adequate flexibility Q N U N/A C3)
4. Overhead equipment or distribution systems are not likely to collapse N U N/A c<~
5. Have you looked for and found no other adverse concerns? U N/A (<)
Is equipment free of interaction effects? CSN U IS E UIPMENT SEISMICALLY AOE UATE?
COMMENTS M r k%'< Li).
~~,f.~
P) > I 's e'Stijl oo Sd fs s 7sl lr. a cX s c og,ts i hs c l ts ~ eeQ es5 Iet II 4l~ ~
R. <' e~f~seh I /%7 erg ~Ave 7 + }f h f +~, teJ fs.s ~a el t Ak h if She',(~ e7<< ~ et'"'>>"
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( M borh a~oLor<gh- <<etc+- ) cos s.( p g~ g~gtg I 3 g5 x'tJ+ a~ I C4s J2c CoveescLrcet M 4 Qr f j4 f/Ag'hh, cg~~
.). 71" f ~ Z~Css&qk p -(.t, ~ ~
~g dt c
1 Ah 4~%~)hs a.~ Ck)~oa4.$
Evaluated by: D: ~f'I'o
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8) ~ < ~C< t 4 Qo s>
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~ 7" dr ti>, jPm7/m t'g~L'~ (.5 x'4 II / 7~ s r
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7 7 ( J o t C>>i~ 5e5s>>sg CcPrc fy VS '>c.~a~d se; wh.f. ok
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~O SEL Line No. 9074. Status ~Y N U Sheet 1 of 1 IPEEE SUPPLEMENTAL SCREENING EVALUATION WORKSHEET Equip. ID No. 2-LPNL-925-0031 Equip. Class 20 - Instr. 8 Control Panels 8 Cabinets Equipment Description PANEL 25-31
'RELAY WALKDOWN
1. Does spot check of essential relays indicate (Q N U N/A relays present and properly mounted?
2. Are essential relays required to function Y N U A during earthquake screened out?
If no, attach list of relays with locations in cabinet and general dimensions,. thicknesses and details of mounting plates that support relays for later analysis.
3. No other- relay concerns? QY N U N/A equirements for relays satisfied? AN U SYSTEM INTERACTION EFFECTS
1. No potential sources could flood or spill onto +Y N U N/A cabinet?
DESCRIBE POTENTIAL PROBLEMS INDICATED BY NO OR UNSATISFACTORY (Use additional sheets if necessary)
IS EQUIPMENT FREE OF NEED FOR FURTHER INVESTIGATION, EXCLUDING RELAY CHATTER?
'NO YES~
IS EQUIPMENT FREE OF NEED FOR FURTHER RELAY CHATTER INVESTIGATION? YES~ NO Evaluated by: D Evaluated by: H,'7i,
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ML18039A543

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