ML20082G698

NMSS Equipment Qualification for Temp Element

ML20082G698
Person / Time
Site:	LaSalle
Issue date:	05/12/1981
From:	Chong Fang L SARGENT & LUNDY, INC.
To:
Shared Package
ML20082G653	List: ML20082G650 ML20082G657 ML20082G667 ML20082G675 ML20082G690 ML20082G698 ML20082G715 ML20082G721
References
NUDOCS 8311300302
Download: ML20082G698 (6)

Text

- - _ - _ _ _ _ _ _ _ _ __ _

= . ,4

,l Safety-Related O Active

@ Passive 9 ,

COMMONWEALTH EDISON COMPAllY LA SALLE COUNTY NUCLEAR STATIONS 6093-00

~

NSSS EQUIPMENT QUALIFICATION Equipmenc Name: Temperature Element Equipment Number: B21-N004 A/H, J/N, P, R, S, U & V.

Manufacturer: Pyco Model Number: 133D9679 This folder contains the following Qual.ification Documents for the above equipment.

1. SQRT Form & Table I. ,

) 2. Seismic Qualification

3. EMD File # 019856

4. # 912-E31-N*3-P6- dated 3-15-76

5. GE Drawing # 133D9679, Rev.# 2.

6.

7.

8.

9.

10.

E Reviewed by: 6/ C#- Date //f[fo EM File FI'# ~ 'I'#1

'q) Approved by: hp Datef /2,-J'l Page 1 of /

8311300302 831128 DR ADOCK 05000373 PDR t _ _ _ _

'~

LA SALLE HUCLEAR STATIONS' UNIT 182 .

I NSSS EQUIPMENT QUALIFICATION

SUMMARY

EQUIPMENT NAME : Temperature Element # 133D9679 EQUIPMENT NO: B21-N004 A/H, J/N, P, R, S, U, V.

LOCATION: Primary Containment, PC-4, Locally mounted on pipe.

EQUIPMENT CLASSIFICATION: O ACTIVE S PASSIVE QUALIFICATION METHOD: Simplified dynamic analysis using high seismic g' values QUALIFICATION DOCUMENT

REFERENCES:

~

1. Seismic Qualification

2. EMD File # 019856

3. # 912-E31-N*3-P6 - dated 3-15-76 1

4. GE Drawing # 133D9679 Rev.2. .

< 5.

6.

7.

8.

9.

E.

LOAD COMBINATIONS CONSIDERED IN QUALIFICATION:

1. Normal Operating Loads + OBE + RVASY-TQ + SRVALL-TO ENVELOP l

2. Normal Operating Loads + SSE + COLEVY-2+ SRVASYlTQ+b ALL-TO -

ENVELOP

~

3.- Normal Operating Loads + SSE+ Chugging + SRVASY-TQ + SRVALL-TC ENVELOP

4. Normal Operating Loads + SSE + AP

5. Normal Operating Loads + SSE + COLEVY-1

! OUAllFICATION:

PREPARED BY: 5[

• Date y/f/fo ,

REVIEUED BY: (/g / #J - Date v/7/fo SARGETJT S LUNDY AffRd

• 61- 06Tt'  !; *;*i"fd;

) ,' .

-]

l QUALIFICATION

SUMMARY

l l -

Seismic Qualification Method:

1. Natural frequency calculated:

l Thermowell: ncs = 396.5 Hz

nss = 387.4 Hz

~

[ Wakecs = 287.0 Hz I l l [ Wakess = 266.7 Hz 1

l l Temperature Element:

1 -

r.n = 79 Hz mode # 1 l

b =1189 Hz mode # 2 -

i i

2. Simplified dynamic analysis using 10g's in each of the 2 horizontal and 1 vertical directions.

, 3. 10 g's acceleration used 3 1s sufficient to account for the amplification from the piping system.

l l

l 4. Acceleration from piping analysis at the temperature element

( locatiom are not expected to exceed 6 g's in each direction.

f l

1 Ref.: EMD File No. 0303b3 l SARGE *JT LUilDY l l n N G'Na e m s Lj

,g_ _ _ _ , _ _m __ -- _ _ _ _r t* "

- M wd

I I '

% = =. - x . mm%,,_ ,.____ _ ___ ,,___

' Oualification surmn,/ of 12:uitrent_ l ,

i I

. i a

e ounty H 2 Type:

s I. Plant Nane:

4 o CECO WR ' l l 1. Utility:

NSSS; GE g --

i j 2.

1 3. A-E: i

_i J

Temperature Element  !

II. Conponent Ftme

1. bbdel IAmber 133D9679 Quantity: f~

f Pyco I*

f 2. Vendor r i

3. If the conponent is a cabinet or panel, nanc and rodel tb. of the devices included: N.A. [

~

[ See drawings (Ref.#2)g'

4. Physical Description a. Appearance l

b. Dinensions

~

c. Weight Temp. Element Approx. 5 lb. [

) '

l Primary Containment

5. Iocation: Building:

Elevation; Locally mounted on Pipe fl, j I Field bbunting Conditions [ ] Bolt (No. , Size ) l 6.

c Thermowell welded to pipe [ X] Weld (Iength )

Threaded l Temp. Element with Threaded [X]

' Thermowell: -Ec 3 9, 6/ss

7. Conn 14atural Frequencies in Each Direction:

W/c s f' h2:

Temp. Elemgnt: 79Hz in Mode [-

hl: i1 Y

. i Functional

Description:

Measure Temperature of i -'

q 8. a.

i Fluid in Pipe l l i

b. Is the equipTent required for[ libt Standby [ ] Cold j l Shutdavt

[ laoth l l DO PASSIVE

9. Pertinent Reference Design Specifications:  :  !

• I 1

a_

l 1

2 --

SARGEi1T - LUi!DY l!,j  !

Reference:

DD File Ib. oso369 E N Q iN f' E pa e u f g i

- , f

- '= -7M-mW w -y w.. . _ . - .. .-n--~_. ....- - -- - .a

• ,. - .~

m.-o.,r.__. _ - ._ , . _ _ _ _ ,, __

'g i s  ;

III. Is Equipr:ent Available for Insocc. tion in the Plant: [X] Yes [ ] bb k

' I Q Ccaments: 1 t

Q l

l IV. Equipnnnt Qualification Method: Test:

Analysis: Simplified dynamic ,

,< I i,

Ctxtbination of 'Ibst and Analysis: J s

i Test and/or Analysis by Sargent & Lundy EMd -

[ (nanc of Conpany or laboratory & Paport tb.) i i

C V. Vibration Input: )

. - J s

1. Ioads considered 1.[ ] Seismic only 2.[ ] Hydrodynrtic only 3.[] Explosive .

only [

4.[ ] Other (Specify) 5.! J (batination of 1&2 g .,

2. Required Fesponse Spectra (attach the graphs): s N

N.A.

~

Pequired Acceleration in Each Direction: N.A.

3.

h2 = V=

hl =

If Qualification by Test, then Complete: N.A.

VI.

n,

1. [ ] Single Frequency [ ] Multi-Frequency  ?

l j 2. [ ] Single Axis [ ] Multi-Axis ,

I 2

3. Frequency Rtre,0: s

4. TRS enveloping RRS using Multi-Frequency Test [ ] Yes (Attach TRS graptu:

5 I J tb h1 = h2 = V=

t

5. g-level Test at i

6. Iaboratory bbunting:

1, [ ] Bolt (No. , Size ) [ ] Weld (Inngth )[ ]

f i

\ k 1

Functional operability verified: [ ] Yes [ ] tb [ ] tbt Applicable i:

) 7. i

8. Other tests perforned (such as fragility test, including results) 't if SARGENT ~ LUilDY l ,]

reference

no Pile re.03c369

= ~ o m.c o.u i; i -:- m -__-~ ~ r n,r m v.u-n m := -_,.. a . - - _ _--.=__ -- m x- , z . m

,:r:r=

tw~-:x,1.,--

l

. o .. *

. ..,,,,,,,,,.:s-----.---

-- - _ , . _ _ m,m _ _m _,,.-m m ,,,,,,

i l

- If Otnlification by Analysis or by the Conbimtion of Test and Analysis,thc; 9l VIl.

canpletp1 3

N.A.

l. Description of Test including Results:

1

2. Method of Analysis: Simplified i

[ ] Equivalent Static Analysis [X] Dyna:ric I

[ ] Static Analysis k Analysis

{

[ ] Response Spectrum [ ] Tine-liistory Temperature

3. Mxlel Type: [ ] 3D [X] 2D-Element fX]lD- Thermowell

[ ] Finite Elenent[ ] Beam [ ] Closed Form Solution::

c .

(

[ ] Conputer Codes: N.A.

4.

Frequency Pange and No. of nodes considered:

[ -] Iland Calculat' ions Danping:

N.A.

5.

Support considerations in the High g- values used to nodel: for piping nexicili ;y.

f

6. account 6 l Seismic Total Stress 1 7. Critical Structural Elermnts: Governing A. Identification location Restonse Ocabination Stress Stress Allcstble Thermowell: @ Socket Weld: SA-105 Smax= 11409. 95 <17,500 (Critical Materials used) SA-182-F304 gax= 10704.03 (15,900 Temperature @ Temp. Element & S = 25123.36 ( 27,000 max Elemerit : Extension Pipe.

@ Extension Pipe & S max

3012.78 ( 18,000 Socket Weld Wall mounted Temp. Indicator 551.49 < 9,000 Smax

(#8-32UNC Bolt)

B. Max. Deflection Location Effect Uron Function 1 Oneracill:v i N.A.

-a Reference; DD File N3. 0303u1 SARGEi!T - 1.UMDY  ;

lm

_3_ . m a ,p . ~4.

)

- - MITd E_h h

[ - - - - - - _______ - _____________ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _