ML20082G715
| ML20082G715 | |
| Person / Time | |
|---|---|
| Site: | LaSalle  |
| Issue date: | 11/23/1983 |
| From: | SARGENT & LUNDY, INC. |
| To: | |
| Shared Package | |
| ML20082G653 | List: |
| References | |
| CQD-011131, CQD-011131-R0, CQD-11131, CQD-11131-R, NUDOCS 8311300308 | |
| Download: ML20082G715 (35) | |
Text
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1 F
SPOJECT NAME: 4./)CM / /E -4 PROJECT NO.: .p26 7-00 RVSOh'N0 ,
g iw.
Date: #'N
/ SPEC. NO.: T 855.P-d / Reviewed By:
Review C
,q, : l .h-(SiCuature Date: ll-2 3-U
( V/
h (sicnature)
COMPONENT NAME:
Fa/D M Mr<tB OfM a* M.mLE/1M i~1P w.S Ed //t/f//Y '-
C f) M $ ( ,dE 7/* t' 7/ 6'tv Es ar//7X /W'fc / /> /* r7&/
VENDOR / MANUFACTURER:
COMPONENT NO./MODEL NO.: 2 /7/2?e:S . <7 7 f.- 7 4' d " ?'75
'^
VENDOR'S REPORT NO. AND DATE: MS" "E E'E S'#'l d'n/wvc
- l /^ 'E""t- 7 ""#
U /#
't!#>'
/ r p p 7/!Prund s7.MP7& A' /'?c.une t Mc '"!:'/in ' r #-
pr-r>& r,c/17s n /r : /*r: 1c n =v77 = n l- .7i- r 3 l A. CONCLUSICN OF REVIEW Accepted ORejected Cocunents :
l B. CLASSIFICATION AND FUNCTION
.a s f 1. Classification O Nuclear Safety-Related, Active
{ Nuclear Safety-Related, Past ive
- O Non-Nuclear Safety-Related E
$ 2. The component function is /_m,f s /, din ,- /,- ;w ,! ,c c ' -/ b , . d": '
t/
N
?
[ 3. Operability Requirements (Active Components Only) h This component is required to operate:
ed V During and after postulated dynamic and accident events 4d Only after postulated dynamic and accident events
&d cr YA v> e s
N$
AtECH ANI C AL DEPARTMPNT S T ,MJp A R D gg o e 5= 2 CHECKLIST FOR DYNAMIC QUALIFICATIO: OF MECHANICAL AND ELECTRICAL EOUIPMENT fur OFFICE USE ONLY - NOT TO BE f g,4 r[ lj]g f MAS-CQD-2.4 SENT OUTSIDE OF SARGENT 6 LUNDY \ gag Page 1 of 9 8311300308 831128 PDR ADOCK 05000373 P PDR J
FILE NO.: CQD-0///,3/
REV.: (o
?ROJEC'C NO. : p f /- 027
///3.
C. Location and Mounting -
tra
- 1. Location i Building: PsriMARY rMrA rdethr)7~
Elevation: 7 "~ t '- o " TO 7 7 'T '- n '/
- 2. Field Mounting Condition /
O Pane 1/ Pipe /HVAC Duct: :.
[ Wall / Floor .
O other: ri
- 3. Mounting Attachment O solting number: , Size:
Material:
Welding Welding Type: AS cnown on AMtWws skis .DwsW 'Joo!+'273 & o.
, Length: , Pitch:
Leg:
vleSY ln a b' or wtbed$ ok % "Wll hOther:
D. METil0D OF QUALIFICATION ODynamicAnalysis O static Analysis pTest O other: ,.
E. VIBRATION INPUT t
- 1. Dynamic Loads considered h Seismic O ityarodynamic Seismic and 11ydrodynamic -
?
4 a a1 O Other:
E^
o.d 2. Required Frequency Range _: / --9 60 //-p Yi c
- 3. Required Input _
yt
.o Response Spectra identify):
a) Required response spectra (attach graphs, h$ Sec )~/ G1 /G ?/ M 3 c/ W /r.'I rkds:P !@s , Wo :A /]
~" _ .
s SARGEijTal.U!JDY MAS-CQD-2.4 FOR OFFICE USE ONLY - NOT TO BE 2 of 9 Page f, LUNDY ,sweenas as .
SENT OUTSIDE OF SARGENT
/ '
PROJECT NO.: </-26 7 - CD FILE NO.: CQD- d///3/ REV.: (y).
b) Method of combinitig required response spectra:
% Absolute Sum SRSS Not applicable c) Damping Upset / Service Level B /%
Emergency Service Level C .2 7.
~
Faulted Service Level D s
d) Basis for Damping: REG, . 6,vs ps /. 6 / c c 7e uen /773 O Seismic Coef ficients (Required acceleration in each direction) g Upset / Service Level B Hy ,H V 2
Emergency / Service level C Hy H
' 2 'V Faulted / Service Level D
- 4. Is support amplification considered?
Yes ONo %NotApplicable Comments:
- { 5. Is fatigue considered?
O Yes O No Not applicable
- " "" '*^^*"D ^ '"' # "'E' -"#' "#
Comments:
L /7.S A 4- / t:~
F. QUALIFICATION BY TESTING
- 1. Does the Vendor's report indicate that the component is identical to that to be installed?
Yes LJ No - justify similarity:
C a
4 2. Mounting t ,a 44 a) Mounting Method:
O Bolting Number: , Size:
Ydg Material:
O weldina welding Type:
0 >* , Pitch; Leg:
, Length:
O$
FOR OFFICE USE ONLY - NOT TO DE ggg gg MAS-CQD-2.4 SENT OUTSIDE OF SARGENT & LUNDY .-
swoweasae d - Page 3 og 9
...m, . ., .
~
FILE NO.: CQD- O ///3 / REV.: co
,PROJF,CT NO.: 9-37-ed e en <t
& Othet: Me crArel AOh >?lo/ r m' c' ::/<.o\/ tenf .ti:c 4 d.,s.ucu y otAchicci % & a x m i .',i w t tcwa ' ~ c e, cs wo t n &
$q xemHvt!Len-tev5 s e s abe cyc .y Paar ny. .y n covAg gi mpy b) Does the Vendor's report ind{cate that the Iaboratory mounting /Gan m/,ek
,u _,;
simulates the actual service mounting?
Yes O no - explain differences:
~
- 3. Input Motion Single-Axis g% Multi-Axis Other:
Comments:
' ""'h l^*
* < O ""**" ! 6'"!"
- 4. Test Method !
Sine dwell (single frequency): A i
a) Frequency range:
(Hz) ',
b) Dwella at: ,
~
i c) Number of tests in each orientation:
Upset / Service Emergency Service Level C '
Service Level D Level B Faulted f
d) Duration:
e) Input acceleration in each direction:
Upset / Service Level B ,H2 .V Hi
< Emergency Service Level C Y Faulted Service Level D Hy ,H2 f) How is cross coupling and modal participation accounted for ?
9m I
s',j Ak b~ O Sine deat (single frequcacy): gg Qt a) Frequency range:
- c o a, b) Number of tests in each orientation:
oE A se Upset / Service , Emergency Service Level C Level B Faulted Service Level D FOR OFFICE USE ONLY - NOT TO BE MAS-CQ D--2. 4 SARGl:11TQLtJilDi' LUNDY awomeaans Page 4 or 9 SENT OUTSIDE OF SARGENT f, .
-- __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ n r
. ,. m PROJECT NO.: 4 287--68 FILE NO.: CQD- O///3/ REV.: eo c) Number of beats: , Number of cycles per beat:
(Hz) d) Beats at:
e) Input acceleration in each direction:
Upset / Service Level B Hy ,H ,V
, 2 Emergency / Service Level C Hy H
'2 V Faulted / Service Level D s
f) How is cross coupling and radal participation accounted for?
@ Random motion (multi frequency):
a) Frequency range: / -? Mc //d b) Number of tests in each orientation: m rgenc enice Level C Upset / Service Level B I
/
, Faulted Service Level D c) Duration: :t n se c ., .
d) Does Test Response Spectra (TRS) envelop the
,c Required Response Spectra (RRS)?
I' i % Yes ce -- Provide RRS and TRS as attachment L eo ^' T Nu /= cm ic.2, 'C .5 of rua rear-Tr:es553sef Ors:,c.(kp1(2,./M-603 No o- 4CC Expla }in:
- 5. Dynamic Characteristics /4 7,75 ! 17 2, so. o, 3o.r,43 2
% Natural frequencies: Hy v4.q, /M.o H,2 *d'G'b##'#'. V " ' #'# # #'6 O Natural frequencies not determined.
O m 6. Additional Loads s
a, y Are normal operating loads considered?
"d Not applicable hv
%s O Tes 1e O No - explain: _
E::
ea MAS -CQD-2. 4 FOR OFFICE USE ONLY - NOT TO DE g gg 5/
Page og 9 SENT OUTSIDE OF SARGENT & LUNDY - >sNo*Nasas-
i e e n FILE NO.: CQD- O ///3 / REV.: cd PROJECT NO.: 4-M 7- C.9 j
- 7. Monitoring a) Is the component functionally monitored?
No O Not applicable
%Yes b) Is component's operability verified?
O No Not applicable
%Yes
- 8. Does the test meet the requirements of IEEE 344 19 [ f ?
O Yes O No-explain:
G. QUALIFICATION BY ANALYSIS /
- 1. Type of Analysis Static Analysis O Simplified Dynamic Analysis Modal Analysis Time History Analysis .
Other:
- 2. Analytical Model O Finite Element Other:
- 3. Method of Analysis Computer-Aided Calculation Q a) Programs used:
7.4
'* Y b) Have the programs been validated?
N A Yes No g,
O nand Calculation 5t mm
~
FOR OFFICE USE ONLY - NOT TO DE gg _
f, LUNDY ,2 No.== = a Page 6 of 9 SENT OUTSIDE OF SARGENT
, , _ m,
I FILE NO.: CQD- o /N3/ REV.:ec)
PROJECT NO.: 4267- vD
- 4. Operating Loads M' Are the operating loads considered in the analysis?
O Not applicable O res No - explain:
1 5 Static / Simplified Dynamic Analysis h a) Acceleration coefficients:
Hy ,H ,V Upset / Service Level B 2 Emergene ervice Level C H 'H 2 ,V Faulted Service Level D 1 b) Are dynamic loads applied in the horizontal and vertical directions simultaneously?
O ves O No-explain:
t C
'"' 6. Modal Analysis g a) Identify Response Spectra used:
b) Damping factor used:
c) Number of significant modes considered:
d) Natural period / frequency of each:
e) Method of combining modal responses:
" O Absolute Sum s Square root of sum of the squares (SRSS)
.3 y N H In compliance with NRC Regulatory Guide 1.92, fd g Rev. , Date a# 0 Other:
N5 8::
en
~.
(
FOR OFFICE USE ONLY - NOT TO BE SARGEijTaLUrJDY MAS-CQD-2.4 awomesas. Page 7 of 9 SENT OUTSIDE OF SARGENT & LUNDY
~ ~ ~ ~ ~' ._- . m ? _ ~
- __ _ ~_ _ _ f_ .T_ 7_._g,__ z g g g g ,., ;
REV.: cf7 FILE NO.: CQD- o// /3/
, PROJECT NO.: 4 2'S 7- C8 *
. FED, 10N'
- 7. Time 111 story Analysis M
,s 4
%I =
- 8. Results_ M a) Stress evaluation at critical locations:
TOTAL ALT.0VABLE LOAD DYNAMIC STRESS STRESS COMBINATION STRESS LOCATION
. p yt C
e d
~* 1 Adv A
8t to -
"NoY '
E s es ._
avaa SARGEriT&LUfjDY MAS-CQD-2. 4 FOR OFFICE USE ONLY - NOT TO DE j' 2 a mmesant. - Page a of 9 SENT OUTSIDE OF SARGENT & LUNDY
. . .v - , ~ . - - :
' PROJECT NO.: sfygy g FILE NO.: CQD- ol)l3 / REV.: e
( b) Deflection evaluation at critical locations (Active Components only): Mh CALCULATED ALLOWABLE LO M ON DEFLECTION DEFLECTION I
k f
e
-I
,rT , :
5 -
H. COMMENTS :
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