ML18039A543

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Rev 0 to 50147-C-002, MSIV Outlier Resolution
ML18039A543
Person / Time
Site: Browns Ferry  Tennessee Valley Authority icon.png
Issue date: 10/01/1995
From:
EQE INTERNATIONAL
To:
Shared Package
ML18039A528 List:
References
50147-C-002, 50147-C-002-R00, 50147-C-2, 50147-C-2-R, NUDOCS 9810020177
Download: ML18039A543 (140)


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EQE INTERNATIONAL V1BNAYIONAB JOB NO.~7 JOB CALC. NO. ~~~

SUBJECT g,y Sg ~~ KVAzPA-7zOhf IJI OI Pi(OP+(IV-i.~ B SHEET NO.

~PEEK By~~

OATB

/~~5'HK'D DATE

0 0

EOE INTERNATIONAL JOB NO. 50147 JOB CALC. NC. C ~~ SUBJECT Brown's Fer A-46 and IPEEE Main Steam Isolation Valves SHEET NO.

BYJZD~CATE /0 4f'S 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 number of element types number of load cases number of frequencies geometric stiffness flag analysis type code solution mode equations per block weight and c.g. flag bandwidth minimization flag gravitational constant (NUMNP)

(NELTYP)

(LL)

(NF)

(GEOSTF)

(NDYN)

(MODEX)

(KEQB)

(IWTCG)

(MINBND)

( GRAY) 10 1

3 0

0 0

0

~

0 0

0 3.8600E+02 bandwidth minimization specified 1****NODAL DATA NODE BOUNDARY CONDITION CODES NO.

DX DY DZ RX RY RZ NODAL POINT COORDINATES X

Y Z

1 2

3 5

6 7

8 9

10 1

11' 0

0 0

0 0

0 PRINT 1

1 1

1 1

1 1

1 0

0 0

0 0

0 0

0 0

0 0

0 OF EQUATION 1

1 1

1 1

1 1

1 0

0 0

0 0

0 0

0 0

0 0

0 NUMBERS 1

O.OOOE+00 1

1.300E+01 1

1.300E+01 1

O.OOOE+00 0

O.OOOE+00 0

1.300E+01 0

1.300E+01 0

O.OOOE+00 0

6.500E+00 0

6.500E+00 SUPPRESSED O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 3.500E+01 3.500E+Ol 3.500E+01 3.500E+Ol 3.500E+01 4.900E+01 0 ~ OOOE+00 O.OOOE+00 1.300E+01 1.300E+01 0.'OOOE+00.

O.OOOE+00 1.300E+01 1.300E+Ol 6.500E+00 6.500E+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O,OOOE+00 O.OOOE+00 1**** BEAM ELEMENTS number of number of number of number of number of beam elements area property sets fixed end force sets materials intermediate load sets 13 2

0 1

0 MSIV3G,L Page t o/5

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'Cl 0

i~I'~- ~

INTA'ATkWAl EQE INTERNATIONAL JOB NO. 50'(47 JOB CALO. NO. CN~

SUBJECT Brown's Fer A-46 and IPEEE Main Steam Isolation Valves BY CHKD SHEET NO.

DATE~)-4'f~

DATEJQ lOR) 1****MATERIAL PROPERTIES INDEX E

MU MASS WEIGHT DENSITY DENSITY THERMAL EXPANSION X

Y 2

REFERENCE 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

X-DIR O.OOOE+00 O.OOOE+00 Y-DZR O.OOOE+00 O.OOOE+00 2-DIR O.OOOE+00 O.OOOE+00 CASE C

0.000E+00 O.OOOE+00 O.OOOE+00 CASE D

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 2

3 4

5 6

7 8

9 10 11 12 13 1

5 3

1 1

0 4

8 3

1 1

0 3

7 1

1 1

0 2

6 1

1 1

0 5

6 1

1 2

0 6

7 2

1 2

0

,7 8

3 1

2 0

8 5

1 1

2 0

5 9

1 1

2 0

6 9

2 1

2 0

7 9

3 1

2 0

8 9

4i 1

2 0

9 10 1'

2 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0-0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 MSIV3G.L Page 2 of 5

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EOE INTERNATIONAL

~N'=~

scnw, vwrvu.

JOB NO. 50147 JOB CALO. NO.~~

SUBJECT Brown's Fe A-46 and IPEEE Main Steam Isolation Valves SHEET NO.

BY~~~DATE~o-4 p 5'HKD DATE 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 NUMBER CASE X-AXIS FORCE Y-AXIS FORCE Z-AXIS FORCE X-AXIS MOMENT Y-AXIS MOMENT Z-AXIS MOMENT 10 1

3.960E+03 O.OOOE+00 10 2

O.OOOE+00 3.960E+03 10 3

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 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 1****ELEMENT LOAD MULTIPLIERS load case case A

case B

case C

case D

O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 Proceeding with in-core fast solver Begin in-core solution load case gl load case g2 load case N3 End in-core solution 1

O.OOOE+00 2

O.OOOE+00 3

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 MSIV3G.L Page 3 of 5

~O 0

EQE INTERNATIONAL JOB NO. 50147 JOB CALO. NO. C OCA SUBJECT Brown's Fer A-46 and IPEEE Main Steam Isolation Valves SHEET NO.

BY~CA ~DATE~Ci 4 rS CHKD~DATEJ 0 iMj 1***+ STATIC ANALYSIS LOAD CASE: =

Displacements/Rotations (degrees) of nodes NODE X-Y-

z-number translation translation translation X-rotation Y-rotation Z-rotation 1

2 3

5 6

7 8

9 10 0..0000E+00 0.

0.0000E+00 0.

0.0000E+00 0.

0.0000E+00 0.

1.1719E+00 4.

1.1719E+00 -4.

1.1719E+00 -4.

1.1719E+00 4.

1.1719E+00 0.

.1.1827E+00 0 ~

OOOOE+00 OOOOE+00 OOOOE+00 OOOOE+00 9428E-03 9428E-03 9428E"03 9428E-03 OOOOE+00 OOOOE+00 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 1.8009E-07

-1.7993E-07 1.8021E-07

-1.8004E-07 8.2272E-11 8.2689E-11 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00

-5.2926E-OS 5.2926E-OS

-5.2926E-OS 5.2926E-OS 1.7085E-12 1.7085E-12 0.

0.

0.

0.

2.

2.

-2.

2 ~

4

~

OOOOE+00 OOOOE+00 OOOOE+00 OOOOE+00 8316E-06 8316E-06 8326E-06 8326E-06 9549E-10 9549E-10 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00

-4.3629E-02

-4.3629E-02

-4.3629E-02

-4.3629E-02

-4.3715E-02

-4.4457E-02 1****STATIC ANALYSIS LOAD CASE =

Displacements/Rotations(degrees) of nodes NODE X-Y-

Z-number translation translation translation X-rotation Y-rotation z-zotation 1

2 3

4 5

6 7

8 9

10 0.0000E+00 0.0000E+00 0.'OOOOE+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 ~ OOOOE+00 0.0000E+00 1.0221E"03 1.0221E-03 1.0221E-03 1.0221E-03 1.0277E-03 1.0296E-03 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 0.0000E+00 0.0000E+00

-2.3397E"05

-2.3397E-OS 2.3397E-OS 2.3397E-OS 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 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 2.3397E-OS

-2.3397E-OS

-2.3397E-OS 2.3397E-OS 0.0000E+00 0.0000E+00 0

MSIV3G.L Page 4 o! 5

0

EQE INTERNATIONAL

~9!

JOB NO. 50147 JOB CALO. NO C~

SUBJECT Brown's Fe A-46 and IPEEE Main Steam Isolation Valves SHEET NO.

BY~~)~DATE~

CHKD DATE

>IO-~

1+*** STATIC ANALYSIS LOAD CASE Displacements/Rotations(degrees) of nodes NODE X-Y-

z-number translation translation translation X-rotation Y-rotation 2-rotation 1

0.0000E+00 2

0.0000E+00 3

0.,0000E+00 4

0.0000E+00 5

1.8011E-07 6

-1.8002E-07 7

1.8019E-07 8

-1.7995E-07 9

8.2272E-11 10 8.2689E-11 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 4.'9428E-03 4.9428E-03

-4.'9428E-03

-4.9428E-03 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00'.0000E+00 0.0000E+00 1.1719E+00 1.1719E+00 1.1719E+00 1.1719E+00 1.1719E+00 1.1827E+00 0.0000E+00 0.0000E+00 0.0000E+00

,0.0000E+00 4.3629E-02 4.3629E-02 4.3629E-02 4.3629E-02 4.3715E-02 4.4457E-02 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00

-2.8318E-06 2.8324E-. 06 2.8324E-06 "2 '318E-06 3 '618E-10 3 '618E-10 0 '000E+00 0.0000E+00 0.0000E+00 0.0000E+00 5.2926E-OS

-5.2926E-05 5.2926E-05

-5.2926E-OS

-1.7085E-12

-1.7085E-12 1****TEMPORARY FILE STORAGE (MEGABYTES)

UNIT NO.

UNIT 'NO.

UNIT NO.

UNIT NO.

UNIT NO.

UNIT NO.

UNIT NO.

UNIT NO.

UNIT NO.

UNIT NO.

TOTAL 7

8 9

10 11 12 13 14 15 17 I

.001

.001

.000

.000

.001

.001

.000

.000

.000

.000

.003 1****End of file MSIV3G.L Page 5 of 5

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ae ruer atm wm EQE INTERNATIONAL JOB NO. 50147 JOB CALO. NO C-+II~

SUBJECT Brown's Fe A-46 and IPEEE Main Steam Isolation Valves SHEET NO.

sv~Wssvs Jo < rS 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 number of number of number of number of beam elements area property sets fixed end force sets materials intermediate load sets 13 2

0 1

0 1****BEAM ELEMENT FORCES AND MOMENTS ELEMENT CASE AXIAL SHEAR NO.

(MODE)

FORCE FORCE Rl R2 SHEAR FORCE R3 TORSION MOMENT Ml BENDING MOMENT M2 BENDING MOMENT M3 3

1 -4.787E+03 4.787E+03 2 -9.900E+02 9.900E+02 3 -4.787E+03 4.787E+03 1 -4.787E+03 4.787E+03 2 -9.900E+02 9.900E+02 3

4.787E+03

-4.787E+03 1

4.787E+03

-4.787E+03 2 -9.900E+02 9 '00E+02 3

4 '87E+03

-4 '87E+03

-7.000E+02 7.000E+02

-8.635E-03 8.635E-03

-7.000E+02 7.000E+02

-9.900E+02 9.900E+02

-6. 106E-03 6.106E-03 1.397E-02

-1.397E-02 7.000E+02

-7.000E+02 8.635E"03 8.635E-03 7.000E+02

-7.000E+02

-7.000E+02 7.000E+02 O.OOOE+00 O.OOOE+00 7.000E+02

-7.000E+02

-1.397E-02 1 ~ 397E-02

-6. 106E" 03 6.106E"03 9.900E+02

-9.900E+02 7.000E+02

-7.000E+02 O.OOOE+00 O.OOOE+00

-7.000E+02 7.000E+02

-1.629E-02 1.629E-02 O.OOOE+00 O.OOOE+00 1.629E-02

-1.629E-02 1.630E-02

-1.630E-02 O.OOOE+00 O.OOOE+00 1.629E-02

-1.629E-02 1.630E-02

-1.630E-02 O.OOOE+00 O.OOOE+00

-1.630E-02 1.630E-02 1.230E+04 1.220E+04 O.OOOE+00 O.OOOE+00

-1.230E+04

-1.220E+04 1.637E-01 3.252E-Ol

7. 116E-02 1.426E-01

-1.739E+04

-1.726E+04

-1

~ 230E+04

-1.22OE+O4 O.OOOE+00 O.OOOE+00 1.230E+04 1.220E+04

-1.230E+04

-1.220E+04

-1.006E-01

-2.016E-01

-1.230E+04

-1.220E+04

-1.739E+04

-1.726E+04

-7.116E-02

-1.426E-01 1.637E-01 3.252E-01 1.230E+04 1.220E+04

-1.006E-01

-2.016E-01 1.230E+04 1.220E+04 0

1 4.787E+03

-4.787E+03 2 -9.900E+02 9.900E+02 3 -4.787E+03 4,787E+03 9.900E+02

-9.900E+02

-6.106E-03 6.106E-03

-1.397E-02 1 '97E-02 1.397E-02

-1.397E"02

-6.106E-03 6.106E-03

-9.900E+02 9.900E+02

-1.629E-02 1.629E-02 O.OOOE+00 O.OOOE+00

-1.630E-02 1.630E-02

-1.637E-01

-3.252E-01 7.116E-02 1.426E-01 1.739E+04 1.726E+04 1.739E+04 1.726E+04

-7.116E-02

-1.426E-01

-1.637E-01

-3.252E-01 MSIV3G.S Page 1 ef 5

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~~

EQE INTERNATIONAL CALC. NO.C&b~

SUBJECT JOB NO. 50147 JOB Brown's Fe A-46 and IPEEE Main Steam Isolation Valves SHEET NO.

BY~DATE+7 4 95 CHKD DATE IO'N4

~

7 1

O.OOOE+00 O.OOOE+00 2 -3.577E-03 3.577E-03 3

8.311E+02

-8.311E+02 1 -8.311E+02 8.311E+02 2 -3.577E-03 3.577E-03 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 2 -3.577E"03 3.577E-03 3 -8.311E+02 8.311E+02 1.861E+03

-1.861E+03 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 1.861E+03

-1.861E+03

-1.861E+03 1.861E+03 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 3.907E+01

-3.907E+01 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00

3. 907E+01

-3.907E+01

-3.907E+01 3.907E+01 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00

-1.640E+03 1.640E+03 O.OOOE+00 0 ~ OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00

-1.640E+03 1.640E+03 1.640E+03

-1.640E+03 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00

-2.539E+02

-2.539E+02 O.OOOE+00 O.OOOE+00 2.281E+02

-2.281E+02

-2.281E+02 2.281E+02 O.OOOE+00 O.OOOE+00

-2 '39E+02

-2.539E+02 2.539E+02 2.539E+02 O.OOOE+00 O.OOOE+00

-2.281E+02 2.281E+02 1.210E+04 1.210E+04

-1.885E+03 1.88SE+03

-4.263E+03 4.263E+03 4.263E+03

-4.263E+03

-1.885E+03 1.885E+03 1.210E+04 1.210E+04

-1.210E+04

-1.210E+04

-1.885E+03 1.885E+03 4.263E+03

-4.263E+03 1

8.311E+02

-8.311E+02 2 -3.577E-03 3.577E-03 O.OOOE+00

'O.OOOE+00 O.OOOE+00 O.OOOE+00 0'.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00

-1.861E+03

-3.907E+Ol 1.861E+03 3.907E+01 O.OOOE+00 O.OOOE+00 O.OOOE+00 0 ~ OOOE+00 1.640E+03

-1.640E+03 2.281E+02

-2.281E+02 O.OOOE+00 O.OOOE+00 2.539E+02 2.539E+02

-4.263E+03 4.,263E+03

-1.885E+03 1.885E+03

-1.210E+04

-1.210E+04 1 -1.260E+03 1.260E+03 2 -3.577E-03 3.577E-03 3 "1.260E+03 1.260E+03 2.927E+03

-2.927E+03 9.900E+02

-9.900E+02

2. 927E+03

-2.927E+03

-1.400E+02 1.400E+02 5.241E+02

-5.241E+02 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 1.400E+02

-5.241E+02

-1.400E+02 5.241E+02 4.821E+02 8.047E+02 O.OOOE+00 O.OOOE+00

-4.821E+02

-8.047E+02 7.825E+03 1.908E+04 2.666E+03 6.435E+03 7.825E+03 1.908E+04 10 10 10 1

1.260E+03

-1.260E+03 2 "3.577E"03 3.577E-03 3 -1.260E+03 1.260E+03

-2.927E+03 2.927E+03 9.900E+02

-9'.900E+02 2.927E+03

-2.927E+03

-1.400E+02 5.241E+02 1.400E+02

-5.241E+02 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00

-1.400E+02 5.241E+02 1.400E+02

-5.241E+02 4.821E+02 8.047E+02 O.OOOE+00 O.OOOE+00 4.821E+02 8.047E+02

-7.825E+03

-1.908E+04 2.666E+03 6.435E+03 7.825E+03 1.908E+04 3.577E-03 3

1.260E+03

-1.260E+03

-9.900E+02

-2.927E+03 2.927E+03 O.OOOE+00

-l.'400E+02 1.400E+02 O.OOOE+00 5.241E+02

-5.241E+02 O.OOOE+00 4 '21E+02 8.047E+02 1

1.260E+03

-2.927E+03 1.400E+02

-5.241E+02

-4.821E+02

-1.260E+03 2.927E+03

-1.400E+02 5.241E+02 "8 '47E+02 2 -3.577E-03 9.900E+02 O.OOOE+00 O.OOOE+00 O.OOOE+00

-7.825E+03

-1.908E+04 2.666E+03 6.435E+03

-7.825E+03

-1.908E+04 MSIV3G.S Page 2 of 5

0

EQE INTERNATIONAL CALC. NO.~~~

SUBJECT JOB NO. 50147 JOB Brown's Fer A-46 and IPEEE Main Steam Isolation Valves BY CHKD SHEET NO.

DATE~O-4 DATE~O'M 12 12 12 13 13 13 1

O.OOOE+00 2.800E+03 2.800E+03 O.OOOE+00 -2.800E+03

-2.800E+03 2 -3.960E+03 O.OOOE+00 O.OOOE+00 O.OOOE+00 3.960E+03 2.800E+03 O.OOOE+00 O.OOOE+00 -2.800E+03 O.OOOE+00

-2.800E+03 2.800E+03 1 -1.260E+03 2.927E+03 1.400E+02 1.260E+03

-2.927E+03

-1.400E+02 2 -3.577E-03 9.900E+02 O.OOOE+00 3.577E-03

-9.900E+02 O.OOOE+00 3

1.260E+03

-2.927E+03 1.400E+02

-1.260E+03 2.927E+03

-1.400E+02

-5.241E+02 5.241E+02 O.OOOE+00 O.OOOE+00

-S.241E+02 5.241E+02 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00

-4.821E+02

-8.047E+02 O.OOOE+00 O.OOOE+00

-4.821E+02

-8.047E+02

-3.920E+04 O.OOOE+00 O.OOOE+00 O.OOOE+00 3.920E+04 O.OOOE+00 7.825E+03 1.908E+04 2.666E+03 6.435E+03

-7.825E+03

-1.908E+04 3.920E+04 O.OOOE+00 O.OOOE+00 O.OOOE+00 3.920E+04 O.OOOE+00 1****BEAM,ELEMENT STRESSES ELEMENT CASE NO.

(MODE)

P/A P/A+M2/S2 P/A-M2/S2 P/A+M3/S3 P/A"M3/S3 WORST SUM 4.237E+03 4.237E+03 8.761E+02 8.761E+02 4.237E+03 4.237E+03 4.237E+03 4.237E+03 8.761E+02 8.761E+02 3 -4.237E+03

-4.237E+03 1 -4.237E+03

-4.237E+03 2

8.761E+02 8.761E+02 3 -4.237E+03

-4.237E+03

-6.810E+04 7.602E+04 8.761E+02 8.761E+02 7.658E+0'4

-6.755E+04 4.236E+03 4.239E+03 8.757E+02 8.769E+02 9.807E+04

-1.058E+05 6.810E+04

-7.602E+04 8.761E+02 8.761E+02

-7.658E+04 6.755E+04 7.658E+04 7.658E+04

-6.755E+04 8.761E+02 8.761E+02

-6.810E+04 7.602E+04

-6.755E+04 8.767E+02 8.749E+02 7.658E+04

-6.755E+04 4.238E+03 1.065E+05 4.23SE+03

-9.728E+04 8.765E+02 8.753E+02

-1.065E+05 9.728E+04 8.765E+02 8.753E+02

-4.238E+03

-4.235E+03 6.755E+04 8.761E+02 8.761E+02 6.810E+04

-7.602E+04 6.755E+04 8.767E+02 8.749E+02

-7.658E+04

. 6.755E+04

-7.658E+04

-7.658E+04

-6.810E+04 7.602E+04 8.755E+02 8.773E+02

-6.810E+04 7.602E+04 "9.807E+04 1.058E+05 8.757E+02 8.769E+02

-4.236E+03

-4 '39E+03

6. 810E+04

-7. 602E+04 8.755E+02 8.773E+02 6.810E+04 "7.602E+04 1.489E+OS ~

1.478E+OS 8.767E+02 8.773E+02 1

~ 489E+05 1.478E+05 1.065E+0~~

1.058E+05 8.769E+02 8.778E+02

-1.065E+05

-1.058E+05

-1. 4999+95~

-1. 47 8 E+05

8. 767E+02 8.773E+02

-1.489E+05

-1.478E+05 1 -4.237E+03

-4.237E+03 2

8.761E+02 8.761E+02 4.237E+03 4.237E+03

-4.236E+03

-4.239E+03 8.757E+02 8.769E+02

-9.807E+04 1.058E+05

-4.238E+03

-4.235E+03 8.765E+02 8.753E+02 1.065E+05

-9.728E+04

-1.065E+05 9.728E+04 8 '65E+02 8.753E+02 4.238E+03 4.235E+03 9.807E+04

-1.058E+05 8.'757E+02 8.769E+02 4.236E+03 4.239E+03

-1.065E+0~~

-1.058E+05 8.769E+02 8.778E+02 1.065E+05 1.058E+05

'MSIV3G.S Page 3 of 5

ill

~~

EOE INTERNATIONAL maremma CALC. NO.C.ff~

SUBJECT JOB NO. 50147 JOB'rown's Fe A-46 and IPEEE Main Steam Isolation Valves SHEET NO.

l~

BYQP0 fI DATE~O CHICD~DATE I&0 5 7 5

1 O.OOOE+00 O.OOOE+00 3.577E-06 3.577E-06 3 -8.311E-01

-8.311E-01 8 '11E-01 8 '11E-Ol 3.577E-06 3.577E-06 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 3.577E-06 3.577E-06 8.311E-01 8.311E-01

-3 1

2 3

O.OOOE+00 O.OOOE+00 1.260E+00 1.260E+00 3.577E-06 3.577E-06 1.260E+00 1.260E+00 1 -8.311E-01

-8.311E-Ol

3. 577E-06
3. 577E-06 2.539E-01

-2.539E-01 3.577E-06 3.577E-06

-1.059E+00

-1.059E+00 1.059E+00 1.059E+00 3.577E-06 3.577E-06 2.539E-01

-2.539E-01

-2.539E-01 2.539E-01 3.577E-06 3.577E-06 1.059E+00 1.059E+00

-1.059E+00

-1.059E+00 3.577E-06

3. 577E-06

-2.539E-01 2.539E-01 7.780E-01 2.065E+00 3.577E-06 3.577E-06 1.742E+00 4.554E-01

-2.539E-01 2.539E-01 3.577E-06 3.577E-06

-6.029E-01.

-6.029E-01 6.029E-01 6.029E-01 3.577E-06 3.577E-06

-2.539E-01 2.539E-01 2.539E-01

-2.539E-01 3.577E-06 3.577E-06 6.029E-01 6.029E-01

-6. 029E-01

-6.029E-01 3.577E"06 3.577E-06 2.539E-01

-2.539E-01 1.742E+00 4.554E-Ol

3. 57.7E" 06 3.577E-06 7.780E-Ol 2.065E+00

-1.210E+01 1.210E+01 1.885E+00 1.885E+00 3.432E+00 3.432E+00

-3.432E+00

-3.432E+00 1.885E+00 1.885E+00

-1.210E+01 1.210E+01 1.210E+01

-1.210E+01 1.885E+00 1.885E+00

-3.432E+00

-3.432E+00

3. 432E+00 3.432E+00 1.885E+00 1.885K+00 1.210E+01

-1.210E+01

-6.565E+00 2.034E+01

-2.666E+00 6.435E+00

-6.565E+00 2.034E+01 1.210E+01

-1.210E+01

-1

~ 885E+00

-1

~ 885E+00

-5 '94E+00

-5.094E+00 5.094E+00 5.094E+00

-1.885E+00

-1.885E+00 1.210E+Ol

-1.210E+01

-1.210E+01 1.210E+01

-1.885E+00

-1.885E+00 5.094E+00 5.094E+00

-5.094E+00

-5.094E+00

-1.885E+00

-1.885E+00

-1.210E+01 1.210E+01 9.085E+00

-1.782E+01 2.666E+00

-6 '35E+00 9.085E+00

-1.782E+Ol 1

~ 235E+01 1.235E+01 1.885E+00 1.885E+00

-5.323E+00

-5.323E+00 5.323E+00 5.323E+00 1.885E+00 1.885E+00 1.235E+01 1.235E+01 1.235E+01 1.235E+01 1.885E+00 1 ~ 885E+00 5.323E+00 5.323E+00

-5.323E+00

-5.323E+00 1.885E+00 1.885E+00 1.235E+01 1.235E+01 9.567E+00 2.114E+01 2.666E+00 6.435E+00 9.567E+00 2.114E+01 10 10 10 1 -1.260E+00

-1.260E+00 3 ~ 577E-06 3 ~ 577E-06 1,260E+00 1

~ 260E+00

-1.742E+00

-4.554E-01 3.577E-06

3. 577E-06 7.780E-01 2.065E+00

-7.780E-01

-2.065E+00 3.577E"06 3.577E"06 1.742E+00 4.554E-01 6.565E+00

-2.034E+01

-2.666E+00 6.435E+00

-6.565E+00 2.034E+01

-9.085E+00 1.782E+01 2.666E+00

-6.435E+00 9.085E+00

-1.782E+01

-9.567E+00

-2.114E+01 2.666E+00 6.435E+00 9.567E+00 2.114E+01 1 -1

~ 260E+00

-1.260E+00 2

3.577E-06

-7.780E-01

-2.065E+00

3. 577E-06
3. 577E-06
3. 577E-06 3 "1.260E+00 -1.742E+00

-1.260E+00 -4.554E-01

-1.742E+00

-4.554E-01 3.577E"06 3.577E-06

-7.780E-01

-2.065E+00

6. 565E+00

-2.034E+01

-2.666E+00 6.435E+00 6.565E+00

-2.034E+01

-9.085E+00 1.782E+01 2.666E+00

-6.435E+00

-9.085E+00 1.782E+01

-9.567E+00

-2.114E+Ol 2.666E+00 6.435E+00

-9.567E+00

-2.114E+01 MSIV3G.S Page 4 of 5

~O

~O

~O

EQE INTERNATIONAL I~I aewue +rawm JOB NO. 50147 JOB CALO. NO. CW~

SUBJECT Brown's Fer A-46 and IPEEE Main Steam Isolation Valves SHEET NO.

BY~MDATE~O~ ~S CHKD oAvFJ>+ >>

12 12 12 13 13 1

1

~ 260E+00 1.260E+00 2

3.577E-06 3.577E-06 3 -1..260E+00

-1.260E+00 1

O.OOOE+00 O.OOOE+00 2

3.960E+00 3.960E+00 3

O.OOOE+00 O.OOOE+00 1.742E+00 4.554E-Ol 3.577E-06 3.577E-06

-7.780E-01

-2.065E+00 3.920E+01 O.OOOE+00 3.960E+00 3 '60E+00

-3.920E+01 O.OOOE+00 7.780E-01 2.065E+00 3;577E-06 3.577E-06

-1.742E+00

-4.554E-01

-3.920E+01 O.OOOE+00 3.960E+00 3.960E+00 3.920E+01 O.OOOE+00

-6.565E+00 2.034E+01

-2.666E+00 6.435E+00 6.565E+00

-2.034E+01

-3.920E+01 O.OOOE+00 3.960E+00 3.960E+00

-3.920E+01 O.OOOE+00 9.085E+00

-1.782E+01 2.666E+00

-6.435E+00

-9.085E+00 1.782E+01 3.920E+01 O.OOOE+00 3.960E+00 3.960E+00 3.920E+01 O.OOOE+00 9.567E+00 2.114E+Ol 2.666E+00 6.435E+00

-9.567E+00

-2.114E+01 7.840E+Ol O.OOOE+00 3.960E+00 3 '60E+00 7.840E+01

'O.OOOE+00'****

End of file MSIV3G.S Page 5 of 5

~li 0

ochre aalu.

JOB NO. 50147 JOB CALC. NO. C~

SUBJECT Brown's Fe A-46 and IPEEE Main Steam Isolation Valves SHEET NO.

I~

BY~~DATE~0+ Pg 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 number of element types number of load cases number of frequencies geometric stiffness flag analysis type code.

solution mode equations per block weight and c. g. flag bandwidth minimization flag gravitational constant (NUMNP)

(NELTYP

)

(LL)

(NF)

(GEOSTF)

(NDYN)

(MODEX)

(KEQB)

(IWTCG)

(MINBND)

(GRAY),

10 1

1 0

0 0

0 0

0 0

3.8600E+02 bandwidth minimization specified 1****NODAL DATA NODE BOUNDARY CONDITION CODES NO ~

DX DY DZ RX RY RZ NODAL POINT COORDINATES X

Y Z

1 2

3 4

5 6

7 8

9 10 1

1 1

1 0

0 0

0 0

0 PRINT 1

1 1

1 1

1 1

1 0

0 0

0 0

0 0

0 0

0 0

0 OF EQUATION 1

1 1

1 1

1 1

1 0

0 0

0 0

0 0

0 0

0 0

0 NUMBERS 1

O.OOOE+00 1

1.300E+01 1

1.300E+01 1

O.OOOE+00 0

O.OOOE+00 0

1.300E+01 0

1.300E+Ol 0

O.OOOE+00 0

6.500E+00 0

6.500E+00 SUPPRESSED O,OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 3.500E+01 3.500E+01 3.500E+01 3.500E+01 3.500E+01 4.900E+01 O.OOOE+00 O.OOOE+00 1.300E+01 1.300E+01 O.OOOE+00 O.OOOE+00 1.300E+01 1.300E+Ol 6.500E+00 6.500E+00 O.OOOE+00 0 ~ OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 1****BEAM ELEMENTS number of number of number of number of number of beam elements area property sets fixed end force sets materials intermediate load sets 13 2

0 1

0 MSIVFREQ.L Page 1 of 4

0 i

0

EQE INTERNATIONAL

<~u II 'A>>ATRA>>

JO8 NO. 50147 JO8 CALC. NO.~~~

SU8JECT Brown's Fer A-46 and.lPEEE Main Steam Isolation Valves SHEET NO.

8Y~>~DATE ~O CHKD

'ATE I&l0'A 1****MATERIAL PROPERTIES INDEX E

MU MASS WEIGHT DENSITY DENSITY THERMAL EXPANSION X

Y Z

REFERENCE 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 2

1.000E+03 1.000E+03 1.000E+03 1.000E+00 3.980E+00 3.980E+00 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

X-DIR O.OOOE+00 O.OOOE+00 Y-DZR O.OOOE+00 O.OOOE+00 Z-DIR O.OOOE+00 O.OOOE+00 1****ELEMENT CONNECTIVITY DATA CASE C

O.OOOE+00 O.OOOE+00 O.OOOE+00 CASE D

O.OOOE+00 O.OOOE+00 O.OOOE+00 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 2

3 5

6 7

8 9

10 11 12 13 1

5

~

3 1

1 4

8 3

1 1

3 7

1 1

1 2

6 1

1 1

5 6

1 1

2 6

7 2

1 2

7 8

3 1

2 8

5 1

1 2

5 9

1 1

2 6

9 2

1 2

7 9

3 1

2 8

9 4

1 2

9 10 1

1 2

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

MSIVFREQ.L Page 2 of 4

41 0

4l

PEA

+~era~

EOE INTERNATloNAL JOB NO. 50'f47 JOB CALO. NO. C~

SUBJECT

~ Brown's Fe A-46 and IPEEE Main Steam Isoiation Valves SHEET NO.

BY+~~DATE~04' CHKO DATE C)')0 f 1***" BANDWIDTH MINIMIZATION minbnd,(bandwidth control parameter)

        • 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 NUMBER CASE X-AXIS FORCE Y-AXIS FORCE Z-AXIS FORCE X-AXIS MOMENT Y-AXIS MOMENT Z-AXIS 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 EQUATION PARAMETERS Number of equations

=

36 Minimum bandwidth

=

1 Maximum bandwidth

=

30 Average bandwidth

=

12 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 O.OOOE+00 MSIVFREQ.L Page 3 of 4

0

EQE INTERNATIONAL JOB NO. 50147 JOB CALC. NC.C ~~

SUBJECT Brown's Fer A-46 and IPEEE Main Steam Isolation Vaives SHEET NO.

BY~CAOI~CATE~g-4

~J CHKD DATE 1+*** STATZC ANALYSIS LOAD CASE Displacements/Rotations(degrees) of nodes NODE X-Y-

Z-number translation translation translation X-rotation Y-rotation Z-rotation 1

2 3

5 6

7 8

9 10 0.'OOOOE+00 0..0000E+00 0.0000E+00 0.0000E+00 8.1238E-04 8.1238E-04 8.1238E-04 8.1238E-04 8.1240E-04 8.5896E-04 0.0000E+00 0.0000E+00 0.0000E+00 0'.OOOOE+00 1.9727E-05 "1.9727E-05

-1.9727E-05 1.9727E-05 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 4.5445E-09

-4.5445E-09 4.5445E-09

-4.5445E-09 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00

-1.3233E-06 1.3233E-06

-1.3233E-06 1.3233E"06 0.0000E+00 0.0000E+00 0.

0.

0.

0.

7.

7.

-7

-7 0.

0.

OOOOE+00 OOOOE+00 OOOOE+00 OOOOE+00 1495E-08 1495E-OB 1495E-08 1495E-08 OOOOE+00 OOOOE+00 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00

-1.7536E-04

-1.7536E-04

-1.7536E-04

-1.7536E-04

-1.7758E-04

-1.9630E"04 1****TEMPORARY FILE STORAGE (MEGABYTES)

UNIT NO ~

UNZT NO.

UNIT NO.

UNIT NO.

UNIT NO.

UNIT NO.

UNIT NO.

UNIT NO.

UNIT NO.

UNIT NO.

7 8

9

~

10 11 12 13 14 15 17

.000

.001

.000

.000

.001

.000

.000

.000

.000

.000 TOTAL

. 002 1****End of file MSIVFREQ.L Page 4 of 4

0 0

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

JOB hagi J

CALC. NO. t- -od~

SUBJECT 4+ k ~PE'E'a BY CHK'D SHEET NO.

DATE/>+ ~+.

DArc

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~cop~

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ran& ~e.

on ~6 *s~ 4r ~

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JQB SFAP CALC. NO. ~~~

SUBJECT

~t chic SHEET NO.

BY ~

DATE ~< ~ ~~

CHK'D DATE/> I~-<)

-4 j P~ Q

= g. s81( A'/o

~O

~~

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EOE INTeRNATIoNAL I~0~

JOB NO. 50147 JOB CALO. NOC~l SUBJECT Brown's Fer A-46 and IPEEE Main Steam isoiation Valves SHEET NO.

BY~~DATE /~~ ~~

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) number of element types (NELTYP) number of load cases (LL) number of frequencies (NF) geometric stiffness flag (GEOSTF) analysis type code (NDYN) solution mode (MODEX) equations per block (KEQB) weight and c.g. flag (IWTCG) bandwidth minimization flag (MINBND) gravitational constant (GRAY) e bandwidth minimization specified 1****NODAL DATA 3.

10 1

3 0

0 0

0 0

0 0

8600E+02 NODE NO.

BOUNDARY CONDITION CODES DX DY DZ RX RY RZ NODAL POINT COORDINATES X

Y Z

1 2

3 5

6 7

8 9

10 1

1 1

1 0

0 0

0 0

0 PRINT 1

1 1

1 1

1 1

1 0

0 0

0 0

0 0

0 0

0 0

0 OF EQUATION 1

1 1

1 1

1 1

1 0

0 0

0 0

0 0

0 0

0 0

0 NUMBERS 1

O.OOOE+00 1

1.300E+01 1

1.300E+01 1

O.OOOE+00 0

O.OOOE+00 0

1.300E+01 0

1.300E+01 0

O.OOOE+00 0

6.500E+00 0

6.500E+00 SUPPRESSED O.OOOE+00 O.OOOE+00 O.OOOE+00 0 ~ OOOE+00 3.500E+01 3.500E+01 3.500E+01 3.500E+01 3 '00E+01 4.900E+01 O.OOOE+00 0 ~ OOOE+00 1 ~ 300E+01 1.300E+Ol O.OOOE+00 O.OOOE+00 1.300E+01 1.300E+01 6 '00E+00 6.500E+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 0 ~ OOOE+00 0 ~ OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 1****BEAM ELEMENTS number number number number number of beam elements of area property sets of fixed end force sets of materials of intermediate load sets 13 2

0 1

0 MSIVOUT.L Page 1 of 5

if'

EQE INTERNATIONAL JOB NO. 50147 JOB CALC. NO.~~9~

SUBJECT Brown's Fer A-46 and IPEEE IVlain Steam Isolation Valves BY CHKD SHEET NO. + (

DATE~O-4 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 NUMBER CASE FORCE FORCE FORCE MOMENT MOMENT Z-AXIS MOMENT 10 1

8.490E+02 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 10 3

O.OOOE+00 O.OOOE+00 8.490E+02 O.OOOE+00 O.OOOE+00 1****ELEMENT LOAD MULTZPLIERS O.OOOE+00 O.OOOE+00 O.OOOE+00 load case case A

case B

case C

case D

    • ++

O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 Proceeding with in-core fast solver Begin in-core solution load case iil load case g2 load case ii3 End in-core solution 1

O.OOOE+00 2

O.OOOE+00 3

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 MSIVOUT.L Page 3 of 5

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EQE INTERNATIONAL JOB NO. 50147 JOB CALO. NO,C~

SUBJECT Brown's Fe A-46 and IPEEE Main Steam Isolation Valves SHEET NO.

BY~A'. DATE /O

-4 fD CHKD~DATE IDIO 15 1***~ STATIC ANALYSIS LOAD CASE Displacements/Rotations(degrees) of nodes NODE X-Y-

2-number translation translation translation X-rotation Y-rotation Z-rotation 1

2 3

5 6

7 8

9 10 0.0000E+00 0.'0000E+00 0.0000E+00 0.0000E+00 2.5125E-01 2.5125E-01 2.5125E-01 2.5125E-01 2.5125E-01 2.5357E-01 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 1.0597E-03

-1.0597E-03

-1.0597E-03 1.0597E-03 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 3.8611E-OB

-3. 8576E-08 3.8635E"08

-3.8600E-08 1.7639E-ll 1.7728E-11 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00

-1.1347E-05 1.1347E-05

-1.1347E-05 1..1347E-05 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 6.0708E-07 6.0708E-07

-6.0729E-07

-6.0729E-07

-1.0623E-10

-1.0623E-10 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00

-9 '537E-03 "9.3537E-03

-9.3537E-03 "9.3537E-03

-9.3723E-03

-9.5312E-03 1****STATIC ANALYSIS LOAD CASE Displacements/Rotations(degrees) of nodes NODE X-Y-

Z-number translation translation translation X-rotation Y-rotation Z-rotation 1

2 3

4 5

6 7

8 9

10 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;OOOOE+00 0 ~ 0000E+00 0.0000E+00 0.0000E+00 2.1914E"04 2.1914E-04 2.1914E-04 2.1914E-04 2.2033E-04 2.2073E-04 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 0 ~ OOOOE+00 0.0000E+00

-5.0161E-06

-5.0161E-06 5.0161E-06 5.0161E-06 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 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 5.0161E-06

-5.0161E"06

-5.0161E-06 5.0161E-06 0.0000E+00 0.0000E+00 MSIVOUT.L Page 4 of 5

0

EQE INTeRNATIoNAL INTA%'ATAWAA JOB NO. 50147 JOB CALO. NO. CWO~

SUBJECT Brown's Fe A-46 and IPEEE Main Steam Isolation Valves SHEET NO.

BY VOIIE DATE~If~

CHKD DATE~ID DE 1****STATIC ANALYSIS LOAD CASE Displacements/Rotations(degrees) of nodes NODE X-Y-

Z-number translation translation translation X-rotation Y-rotation Z-rotation 1

0.0000E+00 2

0.'OOOOE+00 3

0.,0000E+00 4

0.0000E+00 5

3.8615E-OB 6

-3.8596E-OB 7

3.8631E-OB 8

-3.8580E-OB 9

1.7639E-11 10 1.7728E-11 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 1.0597E-03 1.0597E-03

-1.0597E-03

-1.0597E-03 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 2 '125E-01 2.5125E-01 2.5125E-01 2.5125E-01 2.5125E-01 2.5357E-01 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 9.3537E-03 9.3537E-03 9.3537E-03 9.3537E-03 9.3723E-03 9.5312E-03 0.0000E+00 0

~ OOOOE+00 0.0000E+00 0.0000E+00

-6.0711E-07 6.0725E-07 6.0725E-07

-6.0711E-07 6.9930E-11 6.9930E-11 0.'OOOOE+00 0.0000E+00 0.0000E+00 0.0000E+00 1.1347E-OS

-1.1347E-OS 1 ~ 1347E-05

-1.1347E-05 0.0000E+00 0.0000E+00 1****TEMPORARY FILE STORAGE (MEGABYTES)

UNIT NO.

UNIT NO.

UNIT NO.

UNIT NO.

UNIT NO.

UNIT NO.

UNIT NO.

UNIT NO.

UNIT NO.

UNIT NO.

7 8

9 10ll 12 13 14 15 17

.001

.001

.000 F 000

.001

.001

.000

.000

.000

.000 TOTAL

.003 1****End of file MSIVOUT.L Page 5 of 5

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EQE INTERNATIONAL I~a~

JOB NO. 501'47 JOB CALO. NO.Q~~

SUBJECT Brown's Fe A-46 and IPEEE Main Steam Isolation Valves SHEET NO.

8Y ~Z OATE ~0 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 number of number of number of number of beam elements area property sets fixed end force sets materials intermediate load sets 13 2

0 1

0 1**** BEAM ELEMENT FORCES AND MOMENTS ELEMENT CASE AXIAL

'NO.

(MODE)

FORCE R1 SHEAR FORCE R2 SHEAR FORCE R3 TORSION MOMENT Ml BENDING BENDING MOMENT MOMENT M2 M3 1 -1.026E+03 1.026E+03 2 -2.122E+02 2.122E+02 3 -1.026E+03 1.026E+03

-1.501E+02 1.501E+02

-1.851E-03 1.851E-03

-1.501E+02 1.501E+02

-1.501E+02 1.501E+02 O.OOOE+00 O.OOOE+00 1.501E+02

-1.501E+02

-3.493E-03 3.493E-03 O.OOOE+00 O.OOOE+00 3.493E-03

-3.493E-03 2.637E+03 2.616E+03 O.OOOE+00 O.OOOE+00

-2.637E+03

-2.616E+03

-2.637E+03

-2.616E+03

-2.157E-02

-4.322E"02

-2.637E+03

-2.616E+03 1 -1.026E+03 1.026E+03 2 -2.122E+02 2.122E+02 3

1.026E+03

-1.026E+03 "2.122E+02 2.122E+02

-1.309E-03 1.309E-03 2.994E-03

-2.994E-03

-2.994E-03 2.994E-03

-1.309E-03 1.309E-03 2 '23E+02

-2.123E+02 3.494E-03

-3 '94E-03 O.OOOE+00 O.OOOE+00 3.493E-03

-3.493E-03 3.509E-02 6.972E"02 1.526E-02 3.056E-02

-3.729E+03

-3.700E+03

-3.729E+03

-3.700E+03

-1.526E-02

-3.056E-02 3.509E-02 6.972E-02 1

1.026E+03

-1.026E+03 2 -2.122E+02 2.122E+02 3

1.026E+03

-1.026E+03 1.501E+02

-1.501E+02

-1.851E-03 1.851E-03 1.501E+02

-1.501E+02 1.501E+02

-1.501E+02 O.OOOE+00 O.OOOE+f)0

-1.501E+02 1.501E+02 3.494E-03

-3.494E-03 O.OOOE+00 O.OOOE+00

-3.494E-03 3.494E-03

-2.637E+03

-2.616E+03 O.OOOE+00 O.OOOE+00 2.637E+03 2.616E+03 2.637E+03 2.616E+03

-2.157E-02

-4.322E-02 2.637E+03 2.616E+03 4

1 1.026E+03

-1.026E+03 2 -2.122E+02 2.122E+02 3 -1.026E+03 1.026E+03 2.122E+02

-2.122E+02

-1.309E-03.

1.309E-03

-2. 99 4 E- 03 2.994E"03 2.994E-03

-2.994E-03

-1.309E-03 1.309E-03 "2.123E+02 2.123E+02

-3.493E-03 3.493E-03 O.OOOE+00 O.OOOE+00

-3.494E-03 3.494E-03

-3.509E-02

-6.972E-02 1.526E-02 3.056E-02 3.729E+03 3.700E+03 3.729E+03 3.700E+03

-1.526E-02

-3.056E-02

-3.509E-02

-6 '72E-02 MSIVOUT.S Page 1 of 5

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CALC. NO.~~

SUBJECT EQE INTERNATIONAL i~iP~- ~

er~sVa~

JOB NO. 50147 JOB Brown's Fe A-46 and IPEEE Main Steam Isolation Valves SHEET NO.

l2AAc DATE/0 CHKD DATE O. 0 5Q 8

1 O.OOOE+00 O.OOOE+00 2 -7.669E-04 7.669E-04 3

1.782E+02

-1.782E+02 1 -1.782E+02 1.782E+02 2 -7.669E-04 7.669E-04 O.OOOE+00 O.OOOE+00 1

O.OOOE+00 O.OOOE+00 2 -7.669E-04 7.669E-04 3 -1.782E+02 1.782E+02 1

1.782E+02

-1.782E+02 2 -7.669E-04 7.669E-04 O.OOOE+00 O.OOOE+00 3.990E+02

-3.990E+02 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 0 ~ OOOE+00 O.OOOE+00 3.990E+02

-3.990E+02

-3.990E+02 3.990E+02 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00

0. OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00

-3.990E+02 3.990E+02 8.376E+00

-8.376E+00 O.OOOE+00 O.OOOE+00 O.OOOE+OQ O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 8.376E+00

-8.376E+00

-8.376E+00 8.376E+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00

-8.376E+00 8.376E+00 "3.516E+02 3.516E+02 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00

-3 '16E+02 3.516E+02 3 '16E+02

-3.516E+02 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 3.516E+02

-3.516E+02

-5.444E+01

-5.444E+01 O.OOOE+00 O.OOOE+00 4.891E+01

-4.891E+01

-4.891E+01 4.891E+Ol O.OOOE+00 O.OOOE+00

-5.444E+01

-5.444E+01 5.444E+01 5.444E+01 O.OOOE+00 O.OOOE+00

-4.891E+01 4.891E+01 4.891E+01

-4.891E+01 O.OOOE+00 O.OOOE+00 5.444E+01 5.444E+01 2.593E+03 2.593E+03

-4.041E+02 4.041E+02

-9.140E+02 9.140E+02 9.140E+02

-9.140E+02

-4.041E+02 4.041E+02 2.593E+03 2.593E+03

-2.593E+03

-2.593E+03

-4.041E+02 4.041E+02 9.140E+02

-9.140E+02

-9. 1'40E+02 9.140E+02

-4.041E+02 4.041E+02

-2.593E+03

-2.593E+03 1 -2.702E+02 2.702E+02 2 -7.669E-04 7.669E-04 3 -2.702E+02 2.702E+02 6.274E+02

-6.274E+02 2.122E+02

-2.122E+02 6.274E+02

-6.274E+02 "3.001E+01 3,001E+01 O.OOOE+00 O.OOOE+00 3.001E+01

-3.001E+01 1.124E+02

-1.124E+02 O.OOOE+00 1.034E+02 1.725E+02 O.OOOE+00 O.OOOE+00 O.OOOE+00

-1.124E+02

-1.034E+02 1.124E+02

-1.725E+02 1.678E+03 4.090E+03 5.715E+02 1.380E+03 1.678E+03 4.090E+03 10 10 10 1

2.702E+02

-2.702E+02 2 -7. 669E-04 7.669E-04 3 -2.702E+02 2.702E+02

-6. 274E+02 6.274E+02 2.123E+02

-2. 123E+02 6.274E+02

-6.274E+02

-3.001E+01 3.001E+01 O.OOOE+00 O.OOOE+00

-3.001E+01 3.001E+01 1.124E+02

-1.124E+02 O.OOOE+00 O.OOOE+00 1.124E+02

-1.124E+02 1.034E+02 1.725E+02 O.OOOE+00 O.OOOE+00 1.034E+02 1.725E+02

-1.678E+03

-4.090E+03 5.715E+02 1.380E+03 1.678E+03 4.090E+03 2.702E+02

-2.702E+02 2 -7.669E-04 7.669E-04 2.702E+02

-2.702E+02

-6.274E+02 3.001E+01

-1.124E+02 "1.034E+02 6.274E+02

-3.001E+01 1.124E+02

-1.725E+02 2.123E+02 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 1.034E+02 1.725E+02 O.OOOE+00 1.124E+02

-1.124E+02 O.OOOE+00

-3.001E+01

-2.123E+02

-6.274E+02 6.274E+02 3.001E+01

-1.678E+03

-4.090E+03 5.715E+02 1.380E+03

-1.678E+03 "4 '90E+03 MSIVOUT.S Page 2 of 5

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fOE INTERNATIONAL CALC. NO. ~C SUBJECT JOB NO. 50147 JOB Brown's Fe A-46 and IPEEE Main Steam Isoiation Valves SHEET NO.

+7 BY~~l~DATEQQ 4 15 CHICD~DATE~f0 I 4~$

12 12 12 13 13 13 1 -2.702E+02 2.702E+02 2 -7.669E-04 7.669E-04 3

2.702E+02

--2.702E+02 O.OOOE+00 O.OOOE+00 2,-8.490E+02 8.490E+02 O.OOOE+00 0 ~ OOOE+00 6.274E+02

-6.274E+02 2.122E+02

-2.122E+02

-6.274E+02 6.274E+02

6. 003E+02

-6.003E+02 O.OOOE+00 O.OOOE+00 6.003E+02

-6.003E+02 3.001E+01 "3.001E+01 O.OOOE+00 O.OOOE+00 3.001E+01

-3.001E+01

6. 003E+02

-6.003E+02 O.OOOE+00 O.OOOE+00

-6.003E+02 6.003E+02

-1.124E+02 1.124E+02 O.OOOE+00 0 ~ OOOE+00

-1.124E+02 1.124E+02

0. OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00

-1.034E+02

-1.725E+02 O.OOOE+00 O.OOOE+00

-1.034E+02

-1.725E+02

-8.405E+03 O.OOOE+00 O.OOOE+00 O.OOOE+00 8.405E+03 O.OOOE+00 1.678E+03 4.090E+03 5 '15E+02 1 ~ 380E+03

-1.678E+03

-4.090E+03 8.405E+03 O.OOOE+00 O.OOOE+00 0

~ OOOE+00 8.405E+03 O.OOOE+00 1****BEAM ELEMENT STRESSES ELEMENT CASE NO.

(MODE)

P/A P/A+M2/S2 P/A-M2/S2 P/A+M3/S3 P/A-M3/S3 WORST SUM 9.083E+02 9.083E+02 1.878E+02 1.878E+02 9.083E+02 9.083E+02 9.083E+02 9.083E+02 2

1.878E+02 1.878E+02 3 -9.083E+02

-9.083E+02

-1.460E+04 1.630E+04 1.878E+02 1.878E+02 1.642E+04

-1.448E+04 9.081E+02 9.087E+02 1.877E+02 1.880E+02 2.102E+04

-2.267E+04 1.642E+04

-1.448E+04 1.878E+02 1.878E+02

-1.460E+04 1.630E+04 9.085E+02 9.079E+02 1.879E+02 1.877E+02

-2.284E+04 2.086E+04

1. 642E+04

-1.448E+04 1.880E+02 1.876E+02 1.642E+04

-1.448E+04 284E+04

-2.086E+04 1.879E+02 1.877E+02

-9.085E+02

-9.079E+02

-1.460E+04 1.630E+04

1. 877E+02 1.881E+02

-1.460E+04 1.630E+04

-2.102E+04 2.267E+04 1.877E+02 1.880E+02

-9.081E+02

-9.087E+02 3.193E+04 3.169E+04 1.880E+02 1.881E+02 3.193E+04 3.169E+04 2.284E+04 2.267E+04 1.880E+02 1.882E+02

-2.284E+04

-2.267E+04 1 -9.083E+02

-9.083E+02 1.448E+04 1.880E+02 1.876E+02 1.448E+04 1.878E+02 1.878E+02 1.460E+04

-1.630E+04 1.878E+02 1.878E+02

-3.169E+04 1.880E+02 1.881E+02

-1.630E+04 1.877E+02 1.881E+02 1.460E+04

-1.630E+04 2

1.878E+02 1.878E+02 3 -9.083E+02

-3.193E+04

-3.169E+04

-1.642E+04 1.448E+04

-1. 642E+04

-9.083E+02 1.448E+04

-1.630E+04 1.460E+04

-1.642E+04 "1 ~ 642E+04 1.460E+04

-3 '93E+04 1 -9.083E+02

-9.083E+02 2

1.878E+02 1.878E+02 9.083E+02 9.083E+02

-9.081E+02

-9.087E+02 1.877E+02 1.880E+02

-2.102E+04 2.267E+04

-9.085E+02

-9.079E+02 1.879E+02 1.877E+02 2.284E+04

-2.086E+04 84E+0 2.086E+04 1.879E+02 1.877E+02 9.085E+02 9.079E+02 2.102E+04

-2.267E+04 1.877E+02 1.880E+02 9.081E+02 9.087E+02

-2 ~ 284E+04 7.2-i & W~L

-2 '67E+04 1.880E+02 1.882E+02 2.284E+04 2 '67E+04 MSIVOUT.S Page 3 of 5

0 0

CALO. NO.C~

SUBJECT EOE INTERNATIONAL JOB NO. 50147 JOB Brown's Fe A-46 and IPEEE Main Steam Isolation Valves BY CHKD SHEET NO.

2 S A'ATE~p-4 -15 DATE~[~t 10 10 10 1

2 3

1 2

3:

O.OOOE+00 O.OOOE+00 7.669E-07 7.669E-07

-1.782E-01

-1.782E-01 1.782E-Ol 1.782E-01 7.669E-07 7.669E-07 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 7.669E-07 7.669E-07 1.782E-Ol 1.782E-Ol

-1.782E-01

-1.782E-01 7.669E-07 7.669E-07 O.OOOE+00 O.OOOE+00 2.702E-01 2.702E"Ol 7.669E-07 7.669E-07 2.702E-'01 2.702E-01

-2.702E-01

-2.702E-01 7.669E-07 7.669E-07" 2.702E-01 2 '02E-01 5.444E-02

-5.444E-02 7.669E-07 7.669E-07

-2.271E-Ol

-2.271E-01 2.271E-01 2.271E-01 7.669E-07 7.669E"07 5.444E-02

-5.444E-02

-5.444E-02 5.444E-02 7.669E-07 7.669E-07 2.271E-01 2.271E-01

-2.271E-01

-2.271E-01 7.669E-07 7.669E-07

-5.444E-02 5.444E-02

1. 668E-01 4.427E"01 7.669E-07 7.669E-07 3.735E-01 9.762E-02

-3.735E-01

-9.762E-02 7.669E-07 7.669E-07 1 ~ 668E-01 4.427E-Ol

-5.444E-02 5.444E-02 7.669E-07 7.669E-07

-1.293E-01

-1.293E-01 1.293E-Ol 1.293E-01 7.669E-07 7.669E-07

-5.444E-02 5.444E-02 5.444E-02

-'5.444E-02 7.669E-07 7.669E-07 1.293E"01 1.293E-01

-1.293E-01

-1.293E-Ol 7.669E-07 7.669E-07 5.444E-02

-5.444E-02 3.735E-01 9.762K-02 7.669E-07 7.669E-07 1.668E"01 4.427E-01

-1.668E-Ol

-4.427E-Ol 7.669E-07 7.669E-07 3.735E-01 9.762E-02

-2.593E+00 2.593E+00 4.041E-01 4 '41E-Ol 7..359E-01 7.359E-01

-7.359E-01

-7.359E-01 4.041E-01 4.041E-01

-2.593E+00 2.593E+00 2.593E+00

-2.593E+00 4.041E-01 4.041E"01

-7.359E-01

-7.359E-01 7.359E-01 7.359E-01 4.041E-01 4.041E-01 2.593E+00

-2.593E+00

-1.407E+00 4.360E+00

-5.715E-01 1.380E+00

-1.407E+00 4.360E+00 1.407E+00

-4.360E+00

-5.715E-01 1.380E+00

-1.407E+00 4.360E+00 2.593E+00

-2.593E+00

-4.041E-Ol

-4.041E-01

-1.092E+00

-1.092E+00 1.092E+00 1.092E+00

-4.041E-01

-4.041E-Ol 2.593E+00

-2 '93E+00

-2.593E+00 2.593E+00

-4.041E-Ol

-4.041E-01 1.092E+00 1.092E+00

-1.092E+00

-1.092E+00

-4.041E-01

-4.041E-01

-2.593E+00 2.593E+00 1.948E+00

-3.820E+00 5.715E-01

-1.380E+00 1.948E+00

-3.820E+00

-1.948E+00 3.820E+00 5.715E-01

-1.380E+00 1.948E+00

-3.820E+00 2.648E+00 2.648E+00 4.041E-Ol 4.041E-Ol

-1.141E+00

-1.141E+00 1.141E+00 1.141E+00 4.041E-01 4.041E-01 2 '48E+00 2.648E+00 2.648E+00 2.648E+00 4.041E-01 4.041E-01 1.141E+00 1.141E+00

-l. 141E+00

-1.141E+00 4.041E-01 4.041E-01 2.648E+00 2.648E+00 2.051E+00 4.533E+00 5.715E-01 1.380E+00 2.051E+00 4.533E+00

-2.051E+00

-4.533E+00 5.715E-01 1.380E+00 2.051E+00 4.533E+00

-2.702E"01

-2.702E-01 7.669E-07 7.669E-07

-2.702E-01

-2.702E-01

-1.668E-Ol

-4.427E-01 7.669E-07 7.669E-07

-3.735E-01

-9.762E-02

-3.735E-01

-9.762E-02 7.669E"07 7.669E"07

-1.668E-01

-4.427E-01 1.407E+00

-4.360E+00

-5.715E-01 1.380E+00 1.407E+00

-4.360E+00

-1.948E+00 3.820E+00 5.715E-01

-1.380E+00

-1.948E+00 3.820E+00

-2.051E+00

-4.533E+00 5.715E-01 1:380E+00

-2.051E+00

-'4.533E+00 MSIVOUT.S Page 4 of 5

0 0

EQE INTERNATIONAL

~BI JOB NO. 50147 JOB I

CALO NO CQ~

SUBJECT Brown's Fe A-46 and IPEEE S

Main Steam Isolation Valves SHEET HD.~Z BY ~*

DATE~04-'I'b CHKD DATE O'N ~ )

12 12'2 13 13 13 1

2. 702E-01 2.702E-01 2

7.669E-07 7.669E-07 3 -2.702E-01

-2.702E-01 1

O.OOOE+00 O.OOOE+00 2

8.490E-01'.490E-01 3

O.OOOE+00 O.OOOE+00 3.735E-01 9.762E-02 7.669E-07 7.669E-07

-1.668E-01

-4.427E-01 8.405E+00 O.OOOE+00 8.490E-Ol 8.490E-01

-8.405E+00 O.OOOE+00 1 ~ 668E-01 4 '27E-01 7.669E-07 7.669E-07

-3.735E-01.

-9.762E-02

-8.405E+00 O.OOOE+00 8.490E-01 8.490E-01 8.405E+00 O.OOOE+00

-1.407E+00 4.360E+00

-5.715E-Ol 1.380E+00 1.407E+00

-4.360E+00

-8.405E+00 O.OOOE+00 8.490E-01 8.490E-01

-8.405E+00 O.OOOE+00 1.948E+00

-3.820E+00 5.715E-01

-1.380E+00

-1.948E+00 3.820E+00 8.405E+00 O.OOOE+00 8.490E-01 8.490E-01 8.405E+00 O.OOOE+00 2.051E+00 4.533E+00 5.715E-01 1.380E+00

-2.051E+00

-4.533E+00 1.681E+Ol O.OOOE+00 8 '90E-01 8.490E-01 1.681E+01 O.OOOE+00 1****End of file MSIVOUT.S Page 5 of 5

fy

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EQE INTEITNATIONAI.

JOB NO. 5-0OL JOB CALC. NO. <>~

SUBJECT F= t'4

) ~PEEK si i/

BY CHK'D SHEET NO.

DATE/~ 4 s-DATE ~g << ~>

gEX+g Ei ~~r A~ssPg Swc.A~ d4 l~i~S/pi,sg

- ZZ,8 4/ (Ir T)) &TB %le.lue-cfee-ua'ei us, ns TBTA W

TTec.l zP X~'~u r~ prup er lT

( STY(TuT ctTrao."Trs:'ATT ~ ~

IA 4 I

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44. <<LeuM r S~e aha
j. r (r5r-~ Br')

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~~~..-kM ~~o44L~k Mge. OK we~/N g~n

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t-C~. HW~ Xe~~

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r e

r.

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t' iO

, EQE INTEANATIONAL TATTRWATKnAL JOBNO.$014 7 JOB CALC. NO.d~~

SUBJECT Q lV BY CHK'D SHEET NO.

DATEr/~

DATE~+'<+

++i-r~ 4 EW r~.~

o -/= ~-8'l~

~ -

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GC g / S I gO/g ST/or /.

7-Li. C.Z./s-.i~R--4. 5I 8 Z // gZ X m He c Sr r~/ E~ y i A~B'E/

err" Aon, W

jt'z'e/A sJ/r~k/T

~/J Jracun gpss r~wB~

S S Wr T/r'r rT-/S/ ioiD

>l~/ ~

Tr s, p ps, g, 4/s/

r'eTZa a&I

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r's n a rAr/J /, cr)

Vo. /~e J4

~ gI-eBB S.l JBJ/TTc( i g r r~c J

~ S- " prP/ Q i'ri=iv v /~

/.,r, =P

=

To,8 d.o GAleJuaiod Qa Pi/5/V'>

eEre.

4DJro/ 4

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eeirA.r l~p J

cV+vo/e A JE ~ Sc gl/Br z~

eeTnoi r/rr~ A '+

/-esET IrM b,o T'-FSEEj(~

SWe// // - /'r e << /p~B.4/.

/~ord~~, P~. E8, z.

kTrcad g 8/arri// Co., ~~,

JTo, Zo8%./ //

zE 7 Vg Cc'(c,

pgp, CP -

ad[Zoo(

88 0~f, 4/ o l /TJrAr/'5'ys/~z.g~/ /a Prprr A~g r /~i'~+~, +ro'rn //.

P I J

0 0

I NIl N

N N

N N

N N

N N

N N

N N

N N

N N

N N

~I N

N N

N

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N I@

CO It NNV(

)

t'ff-LtZIS Iol >

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~ II lf

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t)C ft ~ tt C fr 4 SSICICC

~trt jtt)r'Ig

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r P

a.f f g Sf Wft'~<"

f.1 k

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NC

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l4%

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~ 33 CALCULATlONSHEET

/73/8. 3t'nnscw 4 lÃ~

CALCLLATiOHteak Mp Cc,)

cD-Gzooi- /PE&9'AQE~~t O.D foS VALVE 1CCEI EINTZCNS RRto V1LVE IDEXTIFICLTZCN%0+

VhLVE SPEC.

NO.

OMULTOR NZDX FTo 1CCKLERATION,ZI GLOEhL COORDINATE STERN LT CoG.

OF OPERATCN G

hLLORBLE hCCELERhTION ')

)

CSEI SSEI

..Q I 1

~ 42K

~ 3 12.

. $ L$

S.o z.o VIVE me axe m.

~A ACCELERATZCN ZI GLOEhL COORS SYSTEM kT CoOo OF VALVE SCCA 0

hY~AV

~

hLLOMhBLE ACCELERhTION 4G)

SEE REF. Z~ )

pl3

~ 2 og

. 645 4pf

~ >7~

. 352.

84 B.d C.O. ~ CIDER OF OILVZTX hV a VERTIChL hCCERLERhTION ~ hY, hH i HORIZONThL hCCELMION ~ SRSS (hX,hZ)

J4

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SEL L'ine No.

39202

~

a SCREENING EVALUATION WORK SHEET (SEWS)

Status Y

QN U

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 3.

Equipment has fundamental frequency above about 8 Hz 4.

Capacity based on:

Existing Documentation Bounding Spectrum 1.5 x Bounding Spectrum GERS 5.

Demand based on:

Ground

Response

Spectrum 1.5 x Ground

Response

Spectrum Conserv.

Des. In-Str.

Resp.

Spec.

~

~

~

Realistic M-Ctr. In-Str.

Resp.

Spec.

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.)

(gY~ c~ SV )

(g N

U N/A (>), <6)

DOC

+$3 ABS GERS AGS CRS RRS Q)

N U

N/A Y

N U

Qg Q)

N U

N/A (4h CD N

U N/A ('->

Y Q)

U N/A <~)

N U

N/A (61 Y

N U

N/AY~U N/A C4)

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 6.

Drawers and equipment on slides restrained from falling out 7.

All doors secured by latch or fastener 8.

Attached lines have adequate flexibility 9.

Anchorage adequate (See checklist below for details) 10.

Relays mounted on equipment evaluated P F'= <

5'1

'ave you looked for and found'o other adverse concerns?

Is the intent of all the caveats met for Bounding Spectrum?

CHORAGE 1.

Appropriate equipment characteristics determined (mass, CG, natural freq.,

damping, center of rotation) 2.

Type of anchorage covered by GIP 3.

Sizes and locations of anchors determined

'6 N

U N/A ('3

(<>

8 N

U N/A t N

U N/A

,r

~O

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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 anchor tightness 5.

Factors affecting anchorage capacity or margin of safety considered:

embedment

length, anchor spacing, free-edge
distance, concrete strength/condition, and concrete cracking 6.

For bolted anchorages, gap under base less than 1/4-inch 7.

Factors affecting, essential relays considered:

gap under

base, capacity reduction for expansion anchors 8.

Base has adequate stiffness and effect of prying action on anchors considered 9.

Strength of equipment base and load path to CG adequate 10.

Embedded steel, grout pad or large concrete pad adequacy evaluated re anchorage requirements, met?

INTERACTION EFFECTS 1.

Soft targets free from impact by nearby equipment or structures 2.

If equipment contains sensitive relays, equipment free from all impact by nearby equipment or structures 3.

Attached lines have adequate flexibility 4.

Overhead equipment or distribution systems are not likely to collapse 5.

Have you looked for and found no other adverse concerns?

Is equipment free of interaction effects?

IS E UIPMENT SEISMICALLY AOE UATE?

Y (g U

N/A (~)

Y N

U N/A Y

N U

s~A Y

N U ~N/A N

U N/A N

U N/A N

U N/A Y

QN U (l-)

(B N

U N/A Y

U N/A(<)

Q3 N

U N/A (~)

(B N

U N/A N

U N/A YU C<j Y

U

(/ )i (s)

~v MO t~

~ r~~

AndM<gd 0 'h id.

< 0 Y

S S&IS t~~ 1 I~*<g, C.+'~~

OV PLS'e r valuated by:

5 VS g ZoZ. -I

-- ~ o~A o Srs-3 /z D

/E:/f4/SS.

COMMENTS

- Rv nu4 s

I'-5 ) 7 f Q s~

5'Kk/s +v A

(~ski ~to@

PAJ L A-O 8~ - ~ ~ ~A

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 relays present and properly mounted?

2. Are essential relays required to function 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?

equirements for relays satisfied?

CAN U

Y N

U (QP Y /

U N/A

,Y U(

)

SYSTEM INTERACTION EFFECTS 1.

No potential sources could flood or spill onto cab'inet?

N U

N/A DESCRIBE POTENTIAL PROBLEMS INDICATED BY NO OR UNSATISFACTORY (Use additional sheets if necessary)

/) $~QQ~ ~

Q'lA~QCIY

) 5~

dSVC osvg 3 rz 4-2 p ~/iz/ec

$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:

~O

~ll

<~<< ~~~z.

{

p

~

SEL Line No. ~~~

OUTLIER SEISMIC VERIFICATION SHEET (OSVS)

Sheet I of 2 l.

OUTLIER IDENTIFICATION, DESCRIPTION, AND LOCATION i

i i ~..* i Equipment Location:

81dg.

~u wc.

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 Capacity vs.

Demand Caveats Anchorage Seismic Interaction Other Essential Rela s

Capacity vs.

Demand Mounting, Type, Location Other Tanks and Heat Exchan ers Shell Buckling*

Anchor Bolts and Embedment Anchorage Connections Flexibility of Attached Piping*

Other Cable and Conduit Racewa s

Inclusion Rules Other Seismic Performance Concerns Limited Analytical Review Other

~ Shell buckling and flexibilityof 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):

0

~O

'0 0

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 Print or Type Name int or Type Name P.z, c

k,.

Signet e

Sign ture Jo

<+ ~'T 5 Date 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 Room or Row/Column RM s Equipment Description 5(

2.

OUTLIER ISSUE DEFINITION Floor Elevation sc s'ase Elevation s c 5'.

C CAL ATROL CA$1 dJ ET 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 Capacity vs.

Demand Caveats Anchorage Seismic Interaction Other Tanks and Heat Exchan ers Shell Buckling*

Anchor Bolts and Embedment Anchorage Connections Flexibility of Attached Piping*

Other

~id Capacity vs.

Demand Hounting, Type, Location Other Cable and Conduit Racewa s

Inclusion Rules Other Seismic Performance Concerns Limited Analytical Review Other

  • Shell buckling and flexibilityof 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

Sheet 2 of 2 SSEL Line No. ~~

oSVS 39z z.

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 Print or Type Name 00M 6.

P(WrJ Pe Print or Type Name Signature z-i:-~c Date

>>>/1(

Date Print or Type Name Signature Date

~O 0

0

EL Line No.

9108 SCREENING EVALUATION WORK SHEET (SEWS)

Status QY N

U 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 ujz bC 1

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 2.

Elevation of seismic input below about 40'rom grade 3.

Equipment has fundamental frequency above about 8 Hz 4.

Capacity based on:

Existing Oocumentation Bounding Spectrum 1.5 x Bounding Spectrum GERS 5.

Oemand based on:

Ground

Response

Spectrum 1.5 x Ground

Response

Spectrum

~

~

~

~

~

Conserv.

Des. In-Str.

Resp.

Spec.

Realistic M-.Ctr. In-Str.

Resp.

Spec.

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,)

5&~- 4 i~Y N

U ('<" ~ -"-i (Y~

N U

N/A (~5,< -)

DOC

~8 ABS GERS AGS CRS

'RRS QYN U

(@$ - c i~-

CQE-Q ~Du t+~YH)

Q3 N

U N/A U

N/A (c.>

U N/A (<)

U N/A (e)

U N/A (Y'N U N/A 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 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 9.

Anchorage adequate (See checklist below for details)

CQ N

10.

Relays mounted on equipment evaluated A <= < 5 N

11.

Have you looked for and found no other adverse concerns?

CY.'

s the intent of all the caveats met for Bounding Spectrum?

CHORAGE 1.

Appropriate equipment characteristics determined (mass, CG, natural freq.,

damping, center of rotation) 2.

Type of anchorage covered by GIP 3.

Sizes and locations of anchors determined

, Y3 N

U N/A ('> i"-)

CP N

U N/A N

U N/A

4i, C'i ~

iO

~O

~O

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

~AE 4.

Anchorage installation adequate, e.g.,

weld quality and length, nuts and washers, expansion anchor tightness 5.

Factors affecting anchorage capacity or margin of safety considered:

embedment

length, anchor spacing, free-edge
distance, concrete strength/condition, and concrete cracking 6.

For bolted anchorages, gap under base less than 1/4-inch 7.

Factors affecting essential relays considered:

gap under base, capacity reduction for expansion anchors 8.

Base has adequate stiffness and effect of prying action on anchors considered 9.

Strength of equipment base and load path

~

~

to CG adequate 10.

Embedded steel, grout pad or large concrete pad adequacy evaluated Are anchorage requirements met?

+Y N

U N/A C8 N U'/A Y

N u /

v u

u~vy N

U N/A Q

N U

N/A QY N

U N/A9 N

U (~)

INTERACTION EFFECTS 1.

Soft targets free from impact by nearby equipment or structures 2.

If equipment contains sensitive relays, equipment free from all impact by nearby equipment or structures 3.

Attached lines have adequate flexibility 4.

Overhead equipment or distribution systems are not likely to collapse 5.

Have you looked for and found no other adverse concerns?

Is equipment free of interaction effects?

IS E UIPMENT SEISMICALLY ADE UATE?

8N u

gu u

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Q)N U

N/A N/A N/A (z)

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JOB CALO. NO.~c SUBJECT SHEET NO. ~~~

BY DATE

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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 relays present and properly mounted?
2. Are essential relays required to function 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?

Requirements for relays satisfied?

QY N

U N/A Y

N U

~N/A N

U N/A 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 IS EQUIPMENT FREE OF NEED FOR FURTHER RELAY CHATTER INVESTIGATION? YES'O Evaluated by:

Evaluated by:

D:~C Date:

(%

SJ

v

'0

EL Line No.

9112 SCREENING EVALUATION WORK SHEET (SEMS)

Status Y

U 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 4.

Capacity based on:

Existing Documentation Bounding Spectrum 1.5 x Bounding Spectrum GERS 5.

Demand based on:

Ground

Response

Spectrum 1.5 x Ground Response Spectrum Conserv.

Des. In-Str.

Resp.

Spec.

~

~

~

~

~

~

Realistic-M-Ctr. In-Str.

Resp.

Spec.

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.)

Q~

N U

N/A (>)

c~)

DOC 4g ABS GERS

~GR AGS CRS RRS

~UN U

(K'-.

c lc,.

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(~

N/A (4 N/A ( ~)

N/A (~)

~

N/A (s5 N/A Y Ku N/A (<>

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 essential'elays S

N U

6.

Drawers and equipment on slides restrained from falling out Y

N U

7.

All doors secured by latch or fastener N

U 8.

Attached lines have adequate flexibility S

N U

9.

Anchorage adequate (See checklist below for details)

Y

%DU 10.

Relays mounted on equipment evaluated Ac=+.~

QDN U

11.

Have you looked for and found no other adverse concerns?

N N

U Is the intent of all the caveats met for Bounding Spectrum?

CHORAGE 1.

Appropriate equipment characteristics determined (mass, CG, natural freq.,

damping, center of rotation) 2.

Type of anchorage covered by GIP 3.

Sizes and locations of anchors determined 6~

N U

N/A (~b

> ".-'i U

N/A (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 DG 3A ELECTRICAL CONTROL CABINET

~s<<'s 4.

Anchorage installation adequate, e.g.,

weld quality and length, nuts and washers, expansion anchor tightness 5.

Factors affecting anchorage capacity or margin of safety considered:

embedment

length, anchor
spacing, free-edge
distance, concrete strength/condition, and concrete cracking 6.

For bolted anchorages, gap under base less than 1/4-inch 7.

Factors affecting essential relays considered:

gap under base, capacity reduction for expansion anchors 8.

Base has adequate stiffness and effect of prying act.ion on anchors considered 9.

Strength of equipment base and load path to CG adequate 10.

Embedded steel, grout pad or large concrete pad adequacy evaluated.

re anchorage requirements met?

INTERACTION EFFECTS 1.

Soft targets free from impact by nearby equipment or structures 2.

If equipment contains sensitive relays, equipment free from all impact by nearby equipment or structures 3.

Attached lines have adequate flexibility 4.

Overhead equipment or distribution systems are not likely to collapse 5.

Have'ou looked for and found no other adverse concerns?

Is equipment free of interaction effects?

IS E UIPMENT SEISMICALLY ADE UATE?

COMMENTS Fov no0cs I - 5

> 7 t 5 t M S~C5 0>> (t- >ALA-o&Z-ooooA(5'SeL Vtotc) s,cC= C) ~

a cCss c.;s

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OSIS - ftlZ -I Evaluated by:

s Y ug U

N/A (<3 QY N

U N/A Y NUGENT Y

N U ~N/A Q

N U

N/A N

U N/A

~/Y N

U N/A Y

Q5 U (~4

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U N/A YU

(~)

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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 relays present and properly mounted?
2. Are essential relays required to function 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.

t 3.

No other relay concerns?

Requirements for relays satisfied?

Q)

N U

N/A Y

N U

Y U

. N/A (t >)

Y U

CIi ~)

SYSTEM INTERACTION EFFECTS 1.

No potential sources could flood or spill onto cabinet?

QY N

U N/A 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 ~/'.

~O 0'

OSIS- ~ I I L -l EL Line No.

cLiit, OUTLIER SEISMIC VERIFICATION SHEET (OSVS)

Sheet 1 of 2 1.

OUTLIER IDENTIFICATION, DESCRIPTION, AND LOCATION E

Ep 10 1

1~

E Ep 11 Room or Row/Column 6G-Red~

3 1

E1 Equipment Location:

Bldg. ~c Floor Elevation was

Equipment Description 2.

OUTLIER ISSUE DEFINITION C

3A Klt~t WYROL.

gmt rJE:f

'a

~

Identify all the screening guidelines which are not met.

(Check more than one if several guidelines could not be satisfied.)

Hechanical and Electrical E ui ment Capacity vs.

Demand Caveats Anchorage Seismic Interaction Other Essential Rela s

Capacity vs.

Demand Mounting, Type, Location Other Tanks and Heat Exchan ers Shell Buckling*

Anchor Bolts and Embedment Anchorage Connections Flexibility of A'ttached Piping*

Other Cable and Conduit Racewa s

Inclusion Rules Other Seismic Performance Concerns Limited Analytical Review Other

~ Shell buckling and flexibilityof 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):

if'O 0

Sheet 2 of 2 SEL Line No. ~tl~

OCVS-9 il~ -]

OUTLIER SE ISNIC VERIF ICATION SHEET (OS VS)

E 3.

PROPOSED METHOD OF OUTLIER RESOLUTION (OPTIONAL) a.

Define proposed method(s) for resolving outlier.

~ 4c-CI m C.l V La 5AwC b.

Provide information needed to implement proposed method(s) for resolving outlier (e.g.,

estimate of fundamental frequency).

crier an 4 i 8-'cc'.. 6-4'~

~

~Pc <

~,~v~~i

+ov gc

~~~

SP<c3wv

/ 5 xl Z5 Z.o v'm4c L.

Ace L

=

o +E

x. ).<5 - 0.S3 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 Print or Type Name rint or Type Name Sig~'ure Signature

/o-iX-eS Date

/0 is 6S Date Print or Type Name Signature Date

0 Cl i

Sheet I of 2 SEL Line No.

~m OSVS -

'f I l Z.

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

'oom or Row/Column Equipment Oescription bc 2.

'OUTLIER ISSUE OEF INITION Base Elevation pcs'."

EC77Z. CAL OaJTROL CA4514 gT'.

. 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 Capacity vs.

Demand Caveats Anchorage Seismic Interaction Other Tanks and Heat Exchanaers Shell Buckling*

Anchor Bolts and Embedment Anchorage Connections Flexibility of Attached Piping*

Other Essential Rela s

Capacity vs.

Demand Mounting, Type, Location Other Cable and Conduit Racewa s

Inclusion Rules Other Seismic Performance Concerns Limited Analytical Review Other

  • Shell buckling and flexibilityof 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

~O

~O

Sheet 2 of 2 SEL Line No.

9<i~

OSVS g

~ iz,

,2.

OUTLIER SEISMIC VERIFICATION SHEET (OSVS)

E 3.

PROPOSED METHOD OF OUTLIER RESOLUTION (OPTIONAL) a.

Define proposed method(s) for resolving outlier.

res 0 crd i jk 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.)

Print or Type Name k~

g, ping Rc.

rint or Type Name Sign t re Signature O.

Date Oath Print or Type Name Signature Date

4i 0

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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 forall stages). Also see WR C164400 and WR C164396. (WR C164396 ggggg~WR C316413). The changes in the andmrage ofthese panels/cabinets are documented in calculations CD-@3082-950543 R1 and CD-Q3082-950544 Rl.

This DCN T39684A willbe 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

~M~ ~ /~~

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39204 SCREENING EVALUATION WORK SHEET (SEWS)

Status Y

N Cl&

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 -~

Manufacturer, Model, Etc. (optional but recommended)

Room, Row/Col R20 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 4.

Capacity based on:

Existing Oocumentation

,Bounding Spectrum 1.5 x Bounding Spectrum GERS 5.

Demand based on:

Ground

Response

Spectrum 1.5 x Ground

Response

Spectrum Conserv.

Des. In-Str.

Resp.

Spec.

~

~

~

~

~

~

Realistic M-Ctr. In-Str.

Resp.

Spec.

s 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.)

N U

N/A(~),c~l~

DOC BS

~B GERS GRS AGS CRS N

U (i)

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 ('<

~O 0

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 LOCAL PANEL 25-31

~E 4.

Anchorage installation adequate, e.g.,

weld quality and length, nuts and washers, expansion anchor tightness 4 i.v

~1& +

l'.

Factors affecting anchorage capacity or margin of safety considered:

embedment

length, anchor spacing, free-edge
distance, concrete strength/condition, and concrete cracking 6.

For bolted anchorages, gap under base less than 1/4-inch 7.

Factors affecting essential relays considered:

gap

'nder

base, capacity reduction for expansion anchors 8.

8ase has adequate stiffness and effect of prying action on anchors considered 9.

Strength of equipment base and load path to CG adequate 10.

Embedded steel, grout pad or large concrete pad adequacy evaluated e anchorage requirements met?

INTERACTION EFFECTS 1.

Soft targets free from impact by nearby equipment or structures 2.

If equipment contains sensitive relays, equipment free from all impact by nearby equipment or structures 3.

Attached lines have adequate flexibility 4.

Overhead equipment or distribution systems are not likely to collapse 5,

Have you looked for and found no other adverse concerns?

Is equipment free of interaction effects?

IS E UIPMENT SEISMICALLY ADE UATE?

N U

N/A 8

N U

N/A (~)ic<<)

C8 N

U CS N

U 9

N U

N U

N/A N/A(r)

N/A N/A8N U

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U N/A Y

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U N/A Y

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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 relays present and properly mounted?

2. Are essential relays required to function 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?

Requirements for relays satisfied?

+Y N

U N/A Y

N U

~/A Y

N N/A Y

N Q) (.')

SYSTEM INTERACTION EFFECTS 1.

No potential sources could flood or spill onto (F)

N U

N/A cabinet?

DESCRIBE POTENTIAL PROBLEMS INDICATED BY NO OR UNSATISFACTORY (Use additional sheets if necessary)

C c ~ ~

o~ts osvs 5sc f)'~k~ous (s

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:

Evaluated by:

Date:

9 ir.

~s-Date:

0

~O

Sheet I of 2 SEL Line No.

'31 of

~5vs 3/+0 OUTLIER SEISMIC VERIFICATION SHEET (OSVS) 1.

OUTLIER IDENTIFICATION, DESCRIPTION, AND LOCATION Eqqq lqq 1~

1 1

<<1

R.

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 Capacity vs.

Demand Caveats Anchorage Seismic Interaction Other Essential Rela s

Capacity vs.

Demand Mounting, Type, Location Other Tanks and Heat Exchan ers Shel'1 Buckling*

Anchor Bolts and Embedment Anchorage Connections Flexibility of Attached Piping*

Other Cable and Conduit Racewa s

Inclusion Rules Other Seismic Performance Concerns

-Limited Analytical Review Other

~ Shell buckling and flexibilityof 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):

SEL Line No. ~>z +

Sheet 2 of 2 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~

b.

Provide information needed to implement proposed resolving outlier (e.g.,

estimate of fundamental SCc, < C.4

~

method(s) for 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 Print or Type Name go~

0, p<~p pF Print or Type Name Sig~at re Si nature 9-l4- 0s Oate w i(,/(~

Date Print or Type Name.

Signature Qate

~

'O

~O

EL Line No.

9074 SCREENING EVAL'UATION WORK SHEET (SEWS)

Status QY N

U 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 2.

Elevation of seismi'c input below about 40'rom grade 3.

Equipment has fundamental frequency above about 8 Hz 4.

Capacity based on:

Existing Oocumentation Bounding Spectrum 1.5 x Bounding Spectrum GERS 5.

Oemand based on:

Ground

Response

Spectrum 1.5 x Ground

Response

Spectrum Conserv.

Des. In-Str.

Resp.

Spec.

t Realistic M-Ctr. In-Str.

Resp.

Spec.

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.)

c 'c.l -3

    • '3 N

U N/A(p)

OOC BS

%GRS GRS AGS CRS

~RS QN U (a)~

CB N U

N/A N

U N/A N

U N/A N

U N/A<'a>

N U

N/A CQ N

U N/A <>>

N U

N/A (BN U N/A 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 6.

Drawers and equipment on slides restrained from falling out 7.

All doors secured by latch or fastener 8.

Attached lines have adequate flexibility 9.

Anchorage adequate (See checklist below for details) 10.

Relays mounted on equipment evaluated 11.

Have you looked for and found no other adverse concerns?

Is the intent of all the caveats met for Bounding Spectrum?

.HORAGE 1.

Appropriate equipment characteristics determined (mass, CG, natural freq.,

damping, center of rotation) 2.

Type of anchorage covered by GIP 3.

Sizes and locations of anchors determined C6 N

U N/A (2)

N U

N/A (9

N U

N/A

~-

0

~O

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 5.

Factors affecting anchorage capacity or margin of safety considered:

embedment

length, anchor spacing, free-edge
distance, concrete strength/condition, and concrete cracking 6.

For bolted anchorages, gap.under base less than 1/4-inch 7.

Factors affecting essential relays considered:

gap under base, capacity reduction for expansion anchors 8.

Base has adequate stiffness and effect of prying action on anchors considered 9.

Strength of equip'ment base and load path to CG adequate 10.

Embedded steel, grout pad or large concrete pad adequacy evaluated re anchorage requirements met?

INTERACTION EFFECTS 1.

" Soft targets free from impact by nearby equipment or structures 2.

If equipment contains sensitive relays, equipment free from all impact by nearby equipment or structures 3.

Attached lines have adequate flexibility 4.

Overhead equipment or distribution systems are not likely to collapse 5.

Have you looked for and found no other adverse concerns?

Is equipment free of interaction effects?

(9 N

U N/A C5 N

U N

U CBN U

SNU N

U

'SN U

N/A N/A N/A N/A N/A N/A CB N U(~)

(6 N

'U N/A 0<

N U

N/A (~)

Q N

U N/A C3)

N U

N/A c<~

U N/A (<)

CSN U

IS E UIPMENT SEISMICALLY AOE UATE?

COMMENTS P) >

I

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a cX s

r k%'<

c og,ts Li).

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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 relays present and properly mounted?

2. Are essential relays required to function 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?

equirements for relays satisfied?

(Q N

U N/A Y

N U

A QY N

U N/A 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 YES~

'NO IS EQUIPMENT FREE OF Evaluated by:

Evaluated by:

NEED FOR FURTHER INVESTIGATION, EXCLUDING RELAY CHATTER?

NEED FOR FURTHER RELAY CHATTER INVESTIGATION? YES~

NO D

H,'7i,

'b

~

Jl

~,

~li

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