ML20085J345

From kanterella
Jump to navigation Jump to search
Forwards Sqrt Qualification Summary of Equipment List Update & Response to Sser 3 (NUREG-0798) Open Items
ML20085J345
Person / Time
Site: Fermi DTE Energy icon.png
Issue date: 10/04/1983
From: Tauber H
DETROIT EDISON CO.
To: Youngblood B
Office of Nuclear Reactor Regulation
References
RTR-NUREG-0798, RTR-NUREG-798 EF2-65-621, NUDOCS 8310130018
Download: ML20085J345 (68)
v • d • e


Text

{{#Wiki_filter:- Harry Tauber d Group Vice Presk$ent Detroit Edison Estem-October 4, 1983 EF2 - 65,621 Director of Nuclear Reactor Regulation Attention: Mr. B. J. Youngblood, Chief Licensing Branch No. 1 Division of Licensing U. S. Nuclear Regulatory Commission Washington, D. C. 20555

Dear Mr. Youngblood:

References:

(1) Enrico Fermi Atomic Power Plant, Unit 2 NRC Docket No. 50-341 (2) Letter, Detroit Edison to NRC, " Submittal of SDRT List Update and Confirmation of Open Items", EF2-62033, April 7, 1983 (3) Supplement 3 to the Safety Evaluation Report for Fermi 2 (SSER3) NUREG 0798, January 1983 (4) Letter, Detroit Edison to NRC, " Submittal of Plant Unique Analysis for Torus Attached Piping", EF2-63915, June 10, 1983

Subject:

Submittal of SORT List Update and Response to Open Items The Reference 2 letter submitted additional information to resolve SORT audit open items as well as the third update of the SORT list of equipment (SORT Audit Follow-up Action

  1. 1).

In accordance with the commitment to provide you an updated list every six months, please find attached the fourth list update (Attachment 1). In addition, in support of resolution of the open items in Reference 3 we submit the following information: 8310130010 831004 PDR ADOCK 05000341 L E PDR t I

I. ~ Mr. B. J. Youngblood ' October 4, 1983 E 2 - 65,621. F Page 2 1. SSER Item'3.10 (2) :(a) - as stated in Reference 2, the reassessment was completed satisfactorily and documented in EF2-56817, March 18, 1982. Detroit Edison-regards this item to be closed. 2. SSER3 Item'3.10 (2) (b) - for safety related equip- ' ment that was already installed but required hardware modification because of reevaluation and qualifica-tion activity related to the seismic qualification program, the only instance was the engine instrument panel for the Emergency Diesel Generators in the Residual Heat Removal Complex. Field Modification Request (FMR) 4287 was issued to the field to implement the necessary fix. This fix has been implemented. 3. SSER Item (2) (c) - work on confirmation of the acceleration values used in valve qualification with those used in the as-built piping analysis is contin-uing. No problems have been encountered in the work done so far. A summary report will be submitted to you on completion of this effort before fuel load. A status report will be submitted by November 1 giving the status of this-open item and the estimated date of submittal of the summary report. 4. SSER Item 3.10 (2) (d) -copies of SORT forms for equipment. installed or qualified after the SORT audit as of the current date are enclosed as attachment 2. The November 1 status report will give the status of and/or submit any remaining SDRT forms required. 5. SSER Item 3.10 (2) (e) - RHR mechanical draft cooling tower installation work has been completed. 6. SSER3 Item 3.10 (2) (f) - Hydraulic Control Units (HCU): l Work on supports for HCU attached piping has been completed. 7. Qualification of equipment attached to the torus or i-torus attached piping - Information on this equipment l was included in the Detroit Edison submittal of June 10, 1983 (Reference 4). 1

[ ~ Mr. B. J. Youngblood October 4, 1983 EF2 - 65,621 Page 3 If you have any questions, please contact Mr. Keener Earle, (313) 586-4211. Sincerely, cc: Mr. P. Byron (NRC I&E) Mr. A. Lee (NFC EQB) Mr. M. D. Lync.h (NRC DOL) I

~ 1 SQRT FORM Page 1 a Qualification Summary of Equipment I. Plant Name: Enrico Fermi Atomic P.P. Tyge ~' 1. Utility: Detroit Edison PWR 2. NSSS: GE 3. A/E: Det. Edison BWR X II. Component Name Relay Cabinet 1. Scope: [ ] NSSS [X] BOP 2. Model Number: P/M 40200 & 40201, S/N E6774 (C51-P400A and C51-P4005) 3. Vendor: Electro-Mechanics l 4. If the component is a cabinet or panel, name and model No. of the devices included: (See Sec. VIII) l 5. Physical Description a. Appearance (See Sec. IX) b. Dimensions 63" H x 39" W x 12" D c. Weight 410 lbs. 6. Location: Building : Reactor Bldg Ist Floor Elevation: 585'-0" Wall Mounted ( sovvem or c4 ewer) 7. Field Mounting Conditions [ ] Bolt (No. , Size ) [ ] Weld (Length ) [X] 12-3/8" Wedge Anchors 8. a. System in which located: Torus Water Management (G51) 1. Provide Containment Isolation b. Functional Description Signal Relay Logic. 2. Provide IE to Non IE Circuit Isolation c. Is the equipment required for [X] Hot Standby [ ] Cold Shutdown i [ ] Both [ ] Neither 9. Pertinent Referenced Design Specifications: 3071-229 i 3071-296.37 092183 i

SQRT FORM Page 2 i III. Is Equipment Available for Inspection in the Plant: [X] Yes [ ] No IV. Equipment Qualification Method: l [X] Test [ ] Analysis [ ] Combination of Test l and Analysis e j Qualification Report *: TR-6898-4 9/22/81 (No., Title and Date) Qualif. Test Report, Class IE Relay Cabinet Company that Prepared Report: Electro Mechanics Company that keviewed Report: Sargent & Lundy l V. Vibration Input: 1. Loads considered: a. [X] Seismic only b. [ ] Hydrodynamic only c. [ ] Combination of (a) and (b) Biaxial Random i i Multifrequency 2. Method of Combining RRS: [ ] Absolute Sum [ ] SRSS [X] Input Motion l other, specify I 3. Required Response Spectra (attach the graphs):[ 0BE-RAB-E2HS, E2V5 h seg FAGE 9 (SES-RAB-ESHS,E5V5 j ygoqqu g., 4. Damping Corresponding to RRS: OBE 2% SSE 5% 5. Required Acceleration in Each Direction: [ ] Zl'A [X] other, specify Randon Input Acceleration Adjusted to Envelope the RRS. 6. Were fatigue effects or other vibration loads considered? [ ] Yes [X] No If yes, describe loads considered and how they were treated in overall qualification progras:

  • NOTE: If more than one report complete items IV through VII for each report.

3071-296.38 ( 092183 1 ~

SQRT FORM Page 3 i VI. If Qualification by Test then Complete *: [X] random 1. [ ] Single Frequency [1] Multi-Frequency [ ] sine beat [] 2. [ ] Single, Axis [X] Multi-Axis 3. No. of Qualification Tests: OBE 5 SSE 1 Other (specify) 4. Frequency Range: 1 - 200 CPS 5. Natural Frequencies in Each Direction (Side / Side, Front /Back, Vertical): S/S = F/B = 12 CPS V= 6. Method cf Determining Natural Frequencies [.':] Lab Test [ ] In-Situ Test [ ] Analysis 7. TRS enveloping RRS using Multi-Frequency Test [X] Yes (Attach TRS & RRS Graphs) [ ] No 3 8. Input g-level Test: OBE S/S = 1.5g F/B = 2.s V= 2.g i j SSE S/S = 3.0g F/B = 2.5g V= 2.g 9. Laboratory Mounting: j i 1. [X] Bolt (No. 12, Size 3/8" o ) [ ] Weld (Length )[] _ 10. Functional operability verified: [X] Yes [ ] No [ ] Not Applicable

11. Test Results including modifications made: Test was satisfactory
12. Other tests performed (such as aging or fragility test, including results):

CNOTE: If qualification by a combination of test and analysis also complete Item VII. 3071-296.39 092183 {

SQRT FORM Page 4 VII. If Qualification by Analysis, then Complete: 1. Method of Analysis: [ ] Static Analysis [ ] Equivalent Static Analysis ~ [ -] Dynamic Analysis [ ] Time-History [ ] Response Spectrum 1 2. Natural Frequencies in Each Direction (Side / Side, Front /Back, Vertical): S/S = F/B = V= 3. Model Type: [ ] 3D [ ] 2D [ ] 1D [ ] Finite Element [ ] Beam [ ] Closed Form Solution 4. [ ] Computer Codes: Frequency Range and No. of modes considered: [ ] Hand Calculations 5. Method of Combining Dynamic Responses: [ ] Absolute Sun [ ] SRSS [ ] Other: ( specify) 6. Damping : OBE SSE Basis for the damping used: 7. Support Considerations in the model: 8. Critical Structural Elements: Coverning Load or Response Seismic Total Stress A. Identification Location Combination Stress Stress Allowable Max. Critcal Maximum Allowable Deflection to B. Deflection Location Assure Fuentional Operability 3071-296.40 042283 ,,..,,,___..-..n-

SQRT FORM Pass 5 = VIII. List of Subcomponents: JNodel No.

  • Weight -

Was subcomponent

  • Location - If subcom-Was Component operability veri-ponent was actually present or mass fied (Y or N or Name present simulated?

U **) Agestat ECPD & EGPI ~ Relays Component Y Kulks JJ604 Terminal Block Y Waidmuller SAKS4-3214.2 Fuse Terminals Y EWKI-6930.0 Y End Brackets AP11-79.2 Y 2nd Section Y SAK6F-1932.2 Dummy Block Y G2uld-Shawmut AGYS-2 Fuse Y Agestat ECR 0002 Pelay Socket Y Agcstat ECR-0133 Locking Strap l c If Available 0* Y = Yes, N = No, U = Unknown 3071-296A.40 092183

l f SQRT Pona\\ STR-47581-1 PAGE fn; I e--- /.t -t l sr SPEcWEN l y .) 7 l s. ~' t 2 l ? l \\ i 1 21 1 75~ cs" A DN l 6C'ryp

  • l g

ruse \\ 1 l l .x l o l _J ] VearucnL .2', z ga n 4 HoxiwL hv.pl erome/er L oen dions FAcHT fo Snck 3 f /- //onizowrxt. C w rdet - o n fir rug s 2-VERpcnt conrgot - ew fixrogs 3-Hegixournt-werl fo % moest// CC/- in 404 4-Venricat - peri lo %/n mova h ,GSi-M'l0V HeiAy moun/iny,; C Si-In4/6 ny G 51-M 4is 5-Nosi.xonrol-Alert h HeIsy moun C-Vetricirt - Neri h) TR 6898-4 FIGURE 5 Page 151 cont. on 152 m -

fagi fon=1 STR-47581-1 Pact 7 l 1b l {i O 48 ' k 39' = ? g G i g t l l s s Smken %vda :. 1 / f sj's-IC,. D

02) PLACES b

1 1 8 e o l 7 Firivec Mouurine-l / 6 Vsericat,I I, 3/4 - 1o Graps E i i I' I (14.) PLACES 4 I hizourn t_ si>E To SIDE 1 1 4 I 1 l L I TR 6898-4 { FIGURE 6 Page 152 cone. on 153 ,,,,__,,,,p_ ,,,--meawy..,,,w---y.,-,-w-w-ee,-- q-w, -.es-p--w,,-r- - *-----cwem=w- -v.- .-7s p. --9..n ,..m,.m3

+3M4 T33 f 4 mY1y *i* Ic8)9'* tc - D T 0 0 2 e 5 3. 2 E 8 1 2 B 2 D 9 0 s m. ) ao K 3 C F 6 A c B n e O I r T a m, T m NG ON C, 3 2 RI FP s ( M tn m. i ) A e z w H L1 N e ( i e. v YP = COC E 6 NZI w. i1 E I T a 6s URI c Q OR i HC E = R - F N i F = O \\ O M U% \\ e \\ 8 R s T0 C E5 i I PS I E O S / N / 4 O / P J i S E R e [ i T e O S E = i. 2 T1 e e 5RE i .B O .M RU e 1 EN BML UE NN o 0 j N e 1 NA i UH RC oN O RE 5PON5 E AcCE gE ray l 4 s:,ae" *~ c

  • mg Hy oaI 05 U~

w ila l l iiii iI ,l i i' Ii t l ,; l i {i?!'

Mgf fo AM STR-47581-1 PAGE 7 t 1 na m 65 E C: O j 'h .e-a n, -n w n (n e m a o o-O g. ~ Q s e n u e -e m a e 2- ~ o g i e-g e l r_ zu = oz y N. xm e .n e ) w c. vz a f j ~ i-

j. O E

[ ~hJ 5- >z< E=.

  • uoU o

o zNM F = r e D N~ 0" w. e 0IU E o ug w e O Eu e d y,l u e wm i / D-O to 1 ( W O u) h i ~ w i a. m w E i e i e \\ g o m i N w g a sw \\ o It eg \\ e o . 2 15 E m*d SZ z o z< e 3g E awasOzm= (vumsuM4>-OZ O + TR 6898-4 Page 172 cont. on 173 =-.-..,---.,.------w-,-wp,,,,,y,,,.---,,,,-,-<pewm .,.,,,,,m-.w,mme..- %,.-wm,--e.- ,,-----%e-.,% .e

A= sic:n Envisenman,s Ceme:wr Irc. Foam 092289 ~ 100 m a e n i e a e i e i i 4 a i t l R I E ) s l P l o i N io-j 3 E A C i m i* C Y. i. E a TRS g m t f an y E 5"R Om 3 e A { g@ 1 1 l ? l

  • I e m

/ \\ 0 o a / \\ N I \\ N / N N RRS O 7 %D o n M 4 I I I I I I u 5 5 5 5 5 5 g 5 5 6 3 I u 5 u 5 I w* ]

1. 0
2. 0 4.0
8. 0 16 3%

63 125 200 RUN NUMBER.. 8 ' TEST RESPONSE SPECTRUM - VERT CA (Fr TO BACK) SSE 4 CHANNEL NUMBER. 2 5.B % OF CRITICAL DAht4...

04 oj +2 7-mgi ic Y* ., yon

n. e i

S _D R T 0 e 0 2 5 3 2 8 1 E 2 e B 2 D 9 G s e a s ) o E F 3 D 6 I .c S a e l i O ra m T m e E a G r e D N C 2 I N e I 3 S P s ( i M w ) t A a i zL D HA w e s ( T 2 8 e N i v Y' n ~ C E 6 N s. i 1 i s E e e U D I l s QH R i C E R F N F i O M e \\ 0 U % \\ R i. \\ 8 T x 0 _ ~ C E i 5 g P S g E e 0 S N I / 4 O e / PS J E R e f i T / 0 S E e i. 2 T / ,1 e f i 1. e 1 RE i a .B e 0 .M RU e i. i 1 EN BML UE ~ NN 0 j N 1 NA 1 UH On G RC RE 5PON5 E ACC L E RAT I 4 ~ $em$ s wem* yM# o? oO wnu .'ill N i~

0 0 nice = Ewvosummun Crmr:w, luc. s Foam C92280 ico a i e i i 4 R E 5 P O N 10 5 E A "?: C

  • =

m i C m A E

            • '********* INS

.Y r t w 1 LFl i E e m.4 R rts po oo A I om s x co T / T i m / x gi' I / RRS

  • O

/ a 8 N l / g a / U ER* -T w

1. 0
2. 0
4. 0
a. o 16 32, 63 125 200 g

3 FREQUENCY (Hz) RUN NUMBER.. 12 , TEST RESPONSE SPECTRUM - HORIZONTAL (SIDE TO SIDE) - SSE + CHANNEL NUMBER., 1 5.0 % OF CRITICAL DAMPING 4

l +' fqAf fcAA1 STR-47581-1 PAGE() M LA cc O 'h i i.. n g, e N W N t o-to l M 1 O i 5 m e _n 0 V e-e a "n ( P / E O n_ 5 e w z e _N> o _i u ~ n a. z 02 i- = o Z. R k >UQ ~ s ~ J cy s $~ _gn e 5 3 E 3 >g s u \\ Erh ~ s N a O m g W e u \\ I m f M 4 W to o Z e O _.e n. (n w ~ CE e g R ~ M e o a .n o ~ N. Ei wEw . tD e o .ID 0 ~ Z m IJ w Os e ~ z z5 32 gwmaOZew (vuwswm(>-OZ O "U TR 6898-4 Page 177 cont. on 178 (

SQRT FORM Page 8 Qualification Summary of Equipment I. Plant Name: Enrico Fermi-2 Type: 1. Utility: Detroit Edison Company PWR. 2. NSSS: G.E. 3. A/E: DECO BWR X l II. Components Name Termination Cabinets 1. Scope: [X] NSSS [X] BOP 2. Model Number: As per G.E. drawings referenced in the report i 3. Vendor: General Electric 4. If the component is a cabinet or panel, name and model No. of the devices included: Wire Guides (Panduit), Terminal Strips (Square D) 5. Physical Description a. Appearance Sheet metal cabinets b. Dimensions 86.495" x 112.0" x 15.375" c. Weight 2000 lb. - Approximate 6. Location: Building : Auxiliary Elevation: 613'-6" l l 7. Field Mounting Conditions [ ] Bolt (No. Size ) l [ ] Weld (Length ) [X] 20-3/4" hole plug welds; 1 8. a. System in which located: various 1 b. Functional Description Terminal strips for electrical wires c. Is the equipment required for [ ] Hot Standby [ ] Cold Shutdown l l [X] Both [ ] Neither l l 9. Pertinent Referenced Design Specifications: Unknown l l l l 3071-290.86 092183

r SQRT FORM Page 2 4 / III. Is Equipment Available for Inspection in the Plant: [X] Yes [ ] No = IV. Equipment Qualification Method: ~ [ ] Test - lI] Analysis [ ] Combination 'of Test and Analysis qualification Report *: HA-6/83-190 - Termination Cabinet Aseismic ~ (No., Title and Date) - Qualification - June 29, 1983 Company that Prepared Report: Hopper and Associates Company that Reviewed. Report : Sargent & Lundy Engineers V. Vibration Input: 1. Loads considered: a. [X] Seismic only b. [ ] Hydrodynamic only c. [ ] Combination of (a) and (b) 2. Method of Combining' RRS: [ ] Absolute Sum [ ] SRSS [X] Envelope other, specify 3. Required Response Spectra (attach the graphs): PA G E 7 4. Damping Corresponding to RRS: CBE 2% SSE 2% 5. Required Acceleration in Each Direction: [X] ZPA [X] (F/B only) other, specify ZPA in V = 0.5 + gravity g. S/S = 0.63 g F/B = Results from dynamic analysis using spectrum. 6. Were fatigue effects or other vibration loads considered? [ ] Yes [X] No If yes, describe loads considered and how they were treated in overall qualification program:

  • NOTE:

If more than one report complete items IV through VII for each report. 3071-296.87 092183

SQRT FORM Page 3 VI. If Qualification by Test then Complete *: [ ] random 1. [ ] Single Frequency [ ] Multi-Frequency [ ] sine beat [] 2. [ ] Single Axis [ ] Multi-Axis 3. Ikr. of Qualification Tests: OBE SSE Other ( specify) 4. Frequency Range: 5. Natural Frequencies in Each Direction (Side / Side, Front /Back, Vertical): S/S = F/B = V= 6. Method of Determining Natural Frequencies [ ] Lab Test [ ] In-Situ Test [ ] Analysis 7. TRS enveloping RRS using Multi-Frequency Test [ ] Yes ( Attach TRS & RRS Graphs) [ ] No 8. Input g-level Test: OBE S/S = F/B = V= SSE S/S = F/B = V= 9. Laboratory Mounting: 1, [ ] Bolt (No. , Size ) [ ] Weld (Length )[] 10. Fur.ctional operability verified: [ ] Yes [ ] No [ ] Not Applicable

11. Test Results including snodifications made:

12. Other tests performed (such as aging or fragility test, including results): ONOTE: If qualification by a combination of test and analysis also complete Item VII. 3071-296.88 092183

1 SQRT FORM Page 4 l l I VII. If Qualification by Analysis, then Complete: 1. Method of Analysis: l [ ] Static Analysis [ ] Equivalent Static Analysis [X] Dynamic, Analysis [ ] Time-History [ ] Response Spectrum 2. Natural Frequencies in Each Direction (Side / Side, Front /Back, Vertical): S/S = Rigid F/B = 9,21 Hz V= Rigid 3. Model Type: [X] 3D [ ] 2D [ ] ID l [X] Finite Element [ ] Beam [ ] Closed Form Solution 4. [X] Computer Codes: ANSYS - Eigen-system Solution Veri: ication t l Frequency Range and No. of modes considered: 0 - 160 Hz; 4 modes [ X] Hand Calculations i j 5. Method of Combining Dynamic Responses: [ ] Absolute Stai [X] SRSS [ ] Other: f (specify) 6. Damping : OBE 2% SSE 2% Basis for the damping used: RRS* 7. Support Considerations in the model: Rigid supports are considered 8. Critical Structural Elements: Governing Load or Response Seismic Total Stress i A. Identification Location Combination Stress Stress Allowable i See attachment i l Max. Critcal Maximum Allowable Deflection to B. De flec tion Location Assure Fuentional Operability Non critical ZPA of facility envelope is used which is much y+ tater than ZPA of 2% damping RRS, O therefore conservative. I l 3071-296.89 092183 l

.- ~ _ _ _. _ _ _. SQRT PORM Page 5 VIII. List of Subcomponents: Model No. -

  • Weight -

Was subcomponent

  • Location - If subcom-Was Component operability veri-

"ponent was actually present or mass fied (Y or N or Name present simulated? U **) 1. Snap clip Per G.E. Dwg.149A4309 2. Wire duct Per G.E. Dwg.167A1467 3. Terminal block Per C.E. Dwg. 249A1384, 175A9132 & Square -D Cat. Type KS-1 4. Mounting track Per G.E. Dwg.167A1908 & Dwg. 209A5052 5. Transformer Per G.E. Dws. 209A4866 SEE NOTE 1 SEE NOTE 2 6. Switch Per G.E. Dwg. 249A1691 7. Timer Per G.E. Dwg.195B9204 8. Power supply Per G.E. Dwg. 175A1010 9. Fuse Pe r G.E. Dwg. 262A7113

10. Other small Panduct Plastic Wiring structural Duct Catalogne Type l

components NE 4 x 4 WH6 & NC4WH6 Notes: 1. Mass of all components vya5 m e.lu d ed h anal s.i s,. 7 ( 2. All components are passive. Operability verification not required for passive l components. l l C If Available co Y = Yes, N = No, U = Unknown l l 3071-296.90 092183 i l

gn-@g@e-0EU IAGO h 4 in 8d m .e= d 1 a. &W E' Ow Gr* Q 3 w 8 g 3 4 g ~. z F k y N H Y ? u ' Z g m.- a:t 6 w g -W< Z m w = w = p / A_ M. r== c 1 i -4

11 U 1'1*1.2% d.N U M 3 3 U L 1 4 11 2 bG-U/ t1J-l WU DeGINEERS f44 FOAM Acc 7

  • 0-1

'!!!.!! @'... 4... _ "... _..a.. I ' a _,i i t i. l i i _ i..:r ... i. :- t_ i ;.e; t!- .sa ..: 4 =w i! . c. ...., **~1=. l g..

=

} I

g
.e

~

  • I g, *5g -..-

8 ?...* ?.

1 -.

= . &. I g........ i ~. ..g._........ .2 ... ~.... . - ~... 5.0 [,- ' j.21,I i,I.N. I!.l..i .li.0.Ili; $.: ill:

}. nl L :l:

I !,!!il;!!U ti.i.iiiS. !!!! "F II i 4

n. -

,. s. t. : i..,. : : : :::..:::..: 2... ..w... ..s..... c. .._.....Q ( R,...... 1....,.,...... ... o. H V M.... _0 E... .1s + ..TY-2,C- ....\\......... , n_.. r., .f . t,._. q.... . _;_ g. ,....t. .... g i. ,. 4, /..-. 4 v. t....... P...R.O.. _4__ _. .H.... p... T'_j_,y,_.... _ j.. TSEDo,.._ &_._ .2 r, 1.a _ 3.... n_ y..w i. t:., ,s. g__.; m 3 .J. .t..; :. a. !..: .- l '.. + --. - l..__r, ...:: =.: ?.* = _., i , t.. .,.e......a...~.. J 1. t.. m w ... -........~; . __...+- e. s.sJ .a ..._........e....( .. 4.

e.,a e..

......l.... .... f... g. ......g........'9-

a....

. _... t. ......i..._... _.......a.. ....... t........._...-...... .. l.. 1 g ..l.... o * $Q- ...J==. ---s 8 ..i g5}U

  • .e 1F I. r D O. nu. e..

V M ** HHi J. #... '. E 4.-i ~* !,N i ? *H.e :"3ib.-

.\\a.

t d-M* a p. nC ....4 4 ..i..~ ....r.

l.

R.S.A.,... # 4. e.*p 4..g.m.a Lg, q -.n . f.

1.. :.....

,. _ w 2 :.~ a_;. .m s. ,,,, v..... e.. s euer,,.,. 8..... s w u.... p.. J e ...l....!.......... y w U ... - *..... ~ .t. u .'--...~ ag; d................ it. 1.. .g..- [s, ...4. ~ .._...........,.e......., ~.....l .....4 ...%'3 .2h ......i..... ....i.. ,I . _.,_,a. p. p..... _...... -4,.._., w.-. 1 .. - i. iI.,':'.:. .,L 4. 7 t 1 ' i m.... .e e 1 O'

i : a:

4:. r- ,'.-t ~l~ 2- .t. a-.l ~,. .g.--- ~ ....n.n .u... g .n. -._I ..s. l.. l... l..'....- .:. :. 2.. ;... i .. [.. j .l .2. ......~ .1 ..._. _. =. .l ...u.... l.... . 0 M..._.._,. _. - l-_ ( ..........~ -... t .01 .02 .05 .10 .20 .50 1.0 PERIOD - SECONDS EQUIPMENT RESPONSE SPECTRUM HORIZONTAL SES.RAB.RHR-E2H Figure 2.3 SE5-B-31 SE5-B-32

SQRT FORM Pago 1 Qualification Summary of Equipment I. Plant Name: Enrico Fermi Unit 2 g: 1. Utility: Detroit Edison PWR-Gi I 3. A/E: Sargent & Lundy EWR X 2. NSSS: i II. Component Name Remote Shutdown Panel Division Divison II 1. Scope: [X] ESS [X] BOP 2. Model Number: H 21-P101 Quantity: 1 3. Vendor: General Electric 4. If the component is a cabinet or panel, name and model No. of the devices included: (See List) 5. Physical Description a. Appearance Metal Enclosure b. Dimensions 36" x 36" x 72" high c. Weight 800 pounds 6. Location: Building: Reactor / Auxiliary Building Elevation: Master Envelope of Building 7. Field Mounting Conditions [] Bolt (No. Size ) [X] Weld (Length 6" Each Corner [] HPCI Header Flow, R.P.V. Water Level, Reactor Pressure, Drywell Pressure, 8. a. System in which located: Torus Water Temperature. b. Functional

Description:

Remote Shutdown c. Is the equipment required for [X] Hot Standby [] Cold Shutdown [] Both [] Neither 9. Pertinent Reference Design Specifications: Detroit Edison Company for Division II - Remote Shutdown Panel Specification No. 3071-311 Revision A. 3071-296.76 092483 j

SQRT FORM Page 2 III. Is Equipment Available for Inspection In the *1 ant: [1] Yes [ ] No IV. Equipment Qualification Method: [ ] Test [1] Analysis [ ] Combination of Test and Analysis Qualification Report: " Seismic Qualification for Remote Shutdown Panel" ~ (No., Title and Date) Wyle Report No. WR-82-33 dated November,1982 WY1.E LABORATORIES (DEC. file N* tci-23 Company that Prepared Report: Company that Reviewed Report: DETROIT EDISON CO. V. Vibration Input: o 1. Loads considered: a. [X] Seismic only b. [ ] Hydrodynamic only [ ] Combination of (a) and (b) c. 2. Method of Combining RRS: [ ] Absolute Sun [X] SRSS [] (Other, specify Attached 3. Required Response Spectra (attached the graphs): 4. Damping Corresponding to RRS: OBE 2% 'SSE 5% 5. Required Acceleration in Each Direction: [X] 2PA [ ] Other (specify) OBE S/S = 0.2g F/ B = 0.2g V= 0.22g OBE S/S = 0.6g F/B = 0.6g V= 0.65g 6. Were fatigue effects or other vibration loads considered? [X] Yes [ ] No If yes, describe loads considered and how they were terested in overall Worst care seismic criteria of 40 Hz for 30 qualification program: seconds considered for fatigue. See Report WR 82-33, Appendix C.2 for details. If more than one report complete items IV through VII for each report. NOTE: 3071-296.77 092383

f 4 SQRT FORM Page 3 ) VI. If Qualification by Test, then Complete: [ ] random 1. [ ] Single Frequency [ ] Multi-Frequency: [ ] sine oest [] 2. [ ] Single Axis [ ] Multi-Axis 3. No. gf Qualification Tests: OBE SSE Other 4. Frequency Range: 5. Natural Frequencies in Each Direction (Side / Side, Front /Back, Vertical): S/S = F/B = V= 6. Method of Determining Natural Frequencies [ ] Lab Test [ ] In-Situ Test [ ] Analysis 7. TRS enveloping RRS using Multi-Frequency Test [ ] Yes (Attach TRS & RRS g raphs [ ] No 8. Input g-level Test: OFZ S/S = F/B = V= OBE S/S = F/B = V= 9. Laboratory Mounting : 1. [ ] Bolt (No. , Size ) [ ] Weld (Length ) [] 10. lunctional operability verified: [ ] Yes [ ] No [ ] Not Applicable

11. Test Results including modifications made:

12. Other test performed (such as aging or fragility test, including results):

  • bbt e :

If qualification by a combination of test and analysis also complete Item VII. 3071-296.78 092383 -.. - -. - - - ~ - -. -

SQRT FORM Page 4 VII. If Qualification by Analysis, then complete: 1. Method of Analysis [ ] Statis Analysis [ ] Equivalent Static Analysis [X] Dynamic Analysis: [ ] Time-History [ ] Response ppectrum 2. Natural Frequencies in Each Direction (Side / Side, Front /Back, Vertical): S/S = 10.3. 10.66 Hz F/B = 10.3, 10.66 Hz V= 10.3 Hz 3. Model Type: [X] 3D [ ] 2D [ ] ID [X] Finite Element [ ] Beam [ ] Closed Form Solution 4. [ ] Computer Codes: ANSYS Frequency Range and No. of modes considered: 0 - 33.3 Hz [ ] Hand Calculations 5. Method of Combining Dynamic Responses: [ ] Absolute Sun [X] SRSS [ ] Other: ( specify) 6. Damping : OBE 2% SSE 5% Basis for the damping used: Provided by Customer 7. Support Considerations in the model: Spring element supports. 8. Critical Structural Elements: Governing Load kai or Response Seismic Total Stress A. Identification Location Combination Stress Stress Allowable (ksi) Beam Nodes 34-37 SRSS .316 (fa), 25 (F.) .174 (fbz), 21.6 (Fby,FBZ) 8.8 (fby) Plate Nodes 70-73-81-81 17.916 18.0 Maximum Allowable Deflection B. Max. Critical to Assure Functional Opera-De flect ion Location bility .513" (X-Direction) Node 79 No Defined (SRSS Summation) (Location: Top right unistrut on right side of cabinet. when facing the main sub panel) 3071-296.79 092383

SQRT FORM Page 5 LIST OF COMPONENTS IN THE REMOTE SHUTDOWN PANEL Reference II-4 of QSER A. Main Sub-Panel Item No. Description 2 Electro Switch 3 MSc - Model 10H 4 Validyne MC-170 Module Case 5 Transmation 530T 6 Bailey 701 w/762 Mounting Case 7 Bailey Power Supply 8 Hays Republic Model D-03600 9 & 11 Chessel Model 700 Indicator 10 & 12 Analogic Digital Readout 13 C.E. CR-2940 Selector Switch 14 Switchcraft 1/4" Phone Jack B. Right Sub-Panel 15 G.E. CR-151 Terminal Blocks 16 Buss 150025 Fuse Base 19 Buss 1B0024 Fuse Base C. Left Sub-Panel 15 G.E. CR-151 Terminal Blocks i l i l I l 3071-296A.79 j 092383 1 1 1

5 (RT foga1 TAGE g h TABLEIE OBE RESPONSE SPECTRUM TABLE RESPONSE SPECTRUM TABLE OBE RESPONSE SPECTRA OBE RESPONSE SPECTRA 2% DAMPING (HORIZONTAL) 2% DAMPING (VERTICAL) FrIquency Acceleration Acceleration Frequency Acceleration Acceleration 2 I Hz gs in/sec Hz (s in/sec 1.0 .1 38.6 1.0 .055 21.3 2.0 .26 100.5 2.0 .07 27.0 1 3.3 .5 193.2 3.3 .2 77.3 gl 5.0 2.4 927.4 5.0 .5 193.2 6.67 2.6 1004.6 6.67 1.0 386.4 j 10.0 2.6 1004.6 10.0 2.8 1081.9 14.0 1.8 695.5 14.0 2.8 1081.9 13.0 1.0 , 386.4 18.0 2.8 1081.9 \\ i 20.0 .6 231.8 20.0 2.4 927.4 l l 33.3 .24 92.7 33.3 1.5 579.6 1 50.0 .2 77.3 50.0 .22 85.0 l l l 0' 10 i

~ ~ GQ8T FORA 4 fans 7 TABLE IV SSE RESPONSE SPECTRUM TABLE RESPONSE SPECTRUM TABLE ~' SSE RESPONSE SPECTRA SSE RESPONSE SPECTRA 5% DAMPING (llORIZONTAL) 5% DAMPING (VERTICAL) Frequency Acceleration Acceleration Frequency Acceleration Acceleration 2 2. Hz (s in/sec Hz (s in/sec 1.0 .17 85.7 1.0 .24 92.7 2.0 .425 164.2 2.0 .28 108.2 3.3 1.3 502.3 3.3 .6 231.8 5.0 2.7 1043.3 5.0 1.1 425.0 S.67 2.7 1043.3 6.67 1.5 579.6 10.0 2.7 1043.3 10.0 3.4 1313.8 14.0 1.75 676.2 14.0 3.4 1313.8 18.0 .9 347.8 18.0 2.7 1043.3 20.0 .8 309.1 20.0 2.6 1004.6 33.3 .65 251.2 33.3 1.5 579.6 50.0 .6 231.8 50.0 .65 251.2 e ~ 11

SQ4T FORM Page 1 Qualification Stasmary of Equipment I. Plant Name: Enrico Ferai Atomic P.P. Unit 2 h: 1. Utility: Detroit Etlison PWR 2. NSSS: G.E. 3. A/E: Detroit Edison WR X II. Component Name EECWS Pump Notor (P.I.S. #P4400C001A) 1. Scope: [ ] NSS [X] BOP 2. Model Number: C-444-US 3. Vendor: Westinghouse 4. If the component is a cabinet or panel, name and model No. of the devices included: (See Sec. VIII) 5. Physical Description a. Appearance (See Sec. IX) b. Dimensions c. Weight 1060 lbs. 6. Location: Building: Reactor Elevation: 613' 7. Field Mounting Conditions [X] Bolt (No. 4 Size 3/4"6) [] Weld (Length ) i [ ] l l 8. a. System in which located: Emergency Equipment Cooling Water System b. Functional

Description:

EECWS Ptamps c. Is the equipment required for [ ] Hot Standby [] Cold Shutdown [] Both [] Neither i 9. Pertinent Reference Design Specifications: Project Specifications l I 3071-85 & 3071-296 3071-296C.9 l 092383

-. = ~ SQRT FOAM Page 2 III. Is Equipment Available for Inspection In the Plant: [X] Yes [ ] No IV. Equipment Qualification Method: e. [ ] Test [X] Analysis [ ] Combination of Test and Analysis 2 " Qualification Report: DE c. File N': S z4 -14 4 (No., Title and Date) Westinghouse Seismic Analysis Report dated 4-5-83 Company that Prepared Report: Westinghouse Electric Corp. Company that Reviewed Report: Detroit Edison Co. V. Vibration Input: 1. Loads considered: a. [X] Seismic only b. [ ] Hydrodynamic only c. [ ] Combination of (a) and (b) 2. Method of Combining RRS: [ ] Absolute Sum [X] SRSS [ ] Other, Specify 3. Required Response Spectra (attached the graphs): Building Floor Envelopes PAqs 6 itenouGW 9 4. Damping Corresponding to RRS: OBE 0.5% SSE 2% 5. Required Acceleration in Each Direction: [ ] ZPA [X] Other Peak Specify 6. Were fatigue effects or other vibration loads considered? [ ] Yes [X] No t If yes, describe loads considered and how they were terested in overall qualification program: i NOTE: If more than one report complete items IV through VII for each taport. .i 3071-296C.10 092383

SQRT FORM Page 3 VI. If Qualification by Test,' then Complete: [ ] random 1. [ ] Single Frequency [ ] Multi-Frequency: [ ] sine beat [] 2. [ ] ffingle Axis [ ] Multi-Axis 3. No. of Qualification Tests: OBE SSE Other Specify 4. Frequency Range: 5. Natural Frequencies in Each Direction (Side / Side, Front /Back, Vertical): S/S = F/B = V= 6. Method of Determining Natural Frequencies [ ] Lab Test [ ] In-Situ Test [ ] Analysis 7. TRS enveloping RRS using Multi-Frequency Test [ ] Yes (Attach TRS & RRS g re.phs N/ A [ ] No 8. Input g-level Test: OBE S/ S = F/B = V= OBE S/S = F/B = V= 9. Laboratory Mounting: 1. [ ] Bolt (No. , Size ) [ ] Weld (Length ) [] 10. Functional operability verified: [ ] Yes [ ] No [ ] Not Applicable

11. Test Results including modifications made:

12. Other test performed (such as gging or fragility test, including results):

  • Note : If qualification by a combination of test and analysis also complete Item VII.

3071-296C.ll 092383 ~.

SQRT FORM Page 4 VII. If Qualification by Analysia, then complete: 2 1. Method of Analysis [ ] Statis Analysis [X] Equivalent Static Analysis [ ] Dynamic Analysis: [ ] Time-History [ ] Response Spectrum 2. Natural Frequencies in Each Direction (Side / Side, Front /Back, Vertical): N/A S/S =' F/ B = V= 3. Model Type: [ ] 3D [ ] 2D [X] ID [ ] Finite Element [X] Beam [ ] Closed Form Solution 4. [ ] Computer Codes: None Frequency Range and No. of modes considered: [X] Hand Calculations 5. Method of Combining Dynamic Responses: [ ] Absolute Sun [X] SRSS [ ] Other: (specify) 6. Damping : OBE 0.5% SSE 2% Basis for the damping used: Reg. Guide 1.61 7. Support Considerations in the model: Floor Mounted - Anchor bolt flexibility included in model. 8. Critical Structural Elements: Shaft, anchor bolts Governing Load or Response Seismic Total Stress A. Identification Location Combination Stress Stress Allowable Mounting Bolts Base 17,056 63,800 psi Bearing Load Base 3,852 12,500 lb. Shaft 4,494 17,143 psi Maximum Allowable Deflection B. Max. Critical to Assure Functional Opera-Deflection Location bility 0.0047" Rotor 0.0333" 0.0027" Shaf t Rear Bracket 0.0068" 3071-296C.12 092483 -r, -w. -m. -,~-c - ~, - , - -, + - -, -. -. -,

./ 3938 F WE A e o, men..nn sheet MRT FW1 PME 5 ,,,e. .an-rw y- -- c n-rw- .-.s o-ac Q r-v- ,,gn ,,,,e m e u t n e m p 1 Cases M4s ha Poe See .mr l I . ee,, W l ,l W 8.s =o, k 'f l ,7 _"' l qL Q _'.b. /h 6 l a,see 5,s.e f s e, e s, sis -. t r i g _- u T I i . v Nw l 8884'm L ) Y h o &.M V c.s.~. 5,eam7ee m,-. = cestiros Pee 4J L.h 7.J J Ed,L. 7 4 1. g L-r84~r-7-e---ad - L,t p I-2 2 8 s Dirnentions. Inches Not to be used for construction purposes unte58 dimensions are'8pproved. Lpplying is Each Frame Number presume Dr.e End (Rose Sadt ( 2 0'epeN EDIe~reEndl G E7di@ A S C 0@ E F G M J K L ~ ~ un mw v nev 5.a. su@ #N.Fw av sey s.no e47 2375 588 5 62 625a 625a4250 1875 482 8 38 500 s 500 : 3 250 17 28 '13 00 2P 70 S c6 7 00 582 100 654 2 70 282 1132 s4TS t 875 3 75 3 50 503 a %0 s 2 000 1 875 3 75 3 50 SM a 500 s 2 000 1728 13 00 26 52 Y OO 7 00 562 900 65G 270 262 f t 32 EST 2 375 5 88 5 62 625e 625e4250 1875 462 4 34 BOO a 500 3 250 1728 14 00 29 73 9 00 700 612 900 656 2 70 2 62 11 82 8576 1875 375 3 50 SJo s 500 : 2 000 1.875 3 75 3 50 500 s 500 a 2 000 17.28 14 00 2757 8 00 7 00 612 1.00 656 2 70 2 62 11 82 04T 2 875 7 25 7 00 750 s 750 a 5 425 2125 525 5 00 500 m 500:3 875 1952 54 50 32 60 10 00 8 00 812 1.06 812 3 04 3 00 1260 8478 2 125 4 25 4CC 500 s 500 2 750 2125 425 4 00 500 s 500 : 2 750 19 52 14 50 29 60 1000 8 00 612 t G4 612 3 ws 3 00 12 60 DET 2 875 7 25 7 00 750s 750e5625 2 125 5 25 5 00 500 s 530 a 3 875 19 52 16 00 3410 1000 800 6 88 1 04 812 3C6 3 00 13 35 86TS 2.125 4 25 4 00.503s 500 2 750 2125 425 4 00.500 m 500 a 2 750 19 52 1600 31.10 10 00 8 00 888 106.812 3 08 3 00 1335 64T 3375 850 8 25 8'5s 875s4875 2375 587 5 62 625s $25a4250 21 75 1750 3787 1900 900 7.25 106 882 3 37 3 75 14(2 sets 2371 475 4 50 625 s 625 a 3 000 2375 476 4 50 625 a 625 a 3 000 21.75 1750 34 12 11 00 9 00 725 1 08 ft2 2 27 3 75 14 62 st.T 3375 850 8 25 875s 875s5875 2 375 5 87 5 62 625s.625a4250 2175 19 50 39 87 11 00 9 00 $ 25 1.06 812 3 37 3 75 1562 e6TS 2375 475 4 50.625 s 625 a 3 000 2375 475 4 50.625 s 625 a 3 000 21.75 1950 3612 1100 900 8 25 1 04.812 3 37 3.75 15 62 B97 3375 850 8 25 675: 87%s4875 2375 587 5 62 675 625s4250 21.75 28 00 48 37 11 00 9 00 1250 1 06 812 3 37 3 75 1387 B975 2 375 4 75 4 50 625 a 625 a 3 000 2 375 4 75 4 50 425e 625a3_000 23.75 28 00 de 62 11 00 9 00 12 50 1 06 812 ;s37 3 76 1987 poiring to Each Frame Number Common to Each Frame Series ~ d Appros. FremeICand[e Boa fos 3805elts or H$gher$ Condwt Sos los Less than 360 Voats S 8 resee "tT~P T o. er het WL. Sec.ee ' AA AS AC AE-A7 XL kN AA. - AS AC .t--- XL NN A AF FSA Lbs b47 18 34 1862 312 5 875 430 ~ ~ " ~ " ~ ~Psessed Steel Condv.s Son (Standard) Pressed Steel Condum Sea (Sise.caed)~~ ~ b4TS 18 31 18 62 312 5875 430 364 5 th.2 2% 315 58 12 58 900 538 9 62 818 34% 1708 1326 900462 10 26 7 76 i 15 7 1831 1862 312 5 875 690 404 5 14 224 3 1682 1382 1000 538 9 62 818 @ 19 51 15t6 1000692 10621500 a b4TS 1831 18 62 3 12 5 875 690 444 5 34 @ 19 32 1550 1000 662 10 24 7 76 20 50 te ls 10 00 6 92 1062 15 00 5 449 (ad 20 50 1616 1000 6(2 1062 1500 @ 20 50 1616 1000692 19 62 1500 c l38 it'! 'll 'm c--ame.i.e- > c-o-nc a- taa ~ a F 364 5 }2% @ 16 7 20 56 2112 312 6 425 915 17.14 1332 900 862 1026 7 76 Refee se wesunghouse ISTS 20 54 21.12 3 12 G 629 til 404 5 g3% 18 38 14 56 10 00 6 62 10 26 7 76

m. fee so Wesi.ngnowse b47 22 75 23 50 3 62 7600 1095 444 5.34 @

19 36 1556 1100 8 62 1026 7 76 Retee so west.nghouse b4TS 2275 2350 3 62 7500 1095 448 l4@ 19 82 15 54 1100 850 1362 10 00 Refer to weshnerowse bei 22 75 23 50 3 62 7 500 1270 1878 22.75 23 to 3 62 7 SCO 1270 j 27 22 75 23 50 3 82 7 500 1850 d'a 9 500 and benow. + 000. %001 for shan dia. @ foe other cond e boa d.enens.e s. refoe to 0.enen- + @ v.on Sheet 2938 7 WE A. page St - WTl 22 75 23 to 36,2 7600 1850 stove t 500 s. s @ 0 d. ens....a,,oi e,e e.ceuw wh.n.s.a ..a i,0...n. iu...- eue cone. en., 8d"***'***"4"85"****0****" conse t - 5"*enas AA. er toe two condw n - 4d '* b* 8'*d * '** ** '*' ?

  • 8'8 * * * *'

speedweed ieem oremin8 384 0 700. out 8 end e I G7et, owb 8. snar be necessary fos erames 364T so 449T @ Dowbie estende*t sheft fwen.shed only when spec. man AA, or fas thsee condets - 3" sman AA instewc- 'f Stei Fe8 Slad.nt Saeos.sofer se DS 2938 F WE A.. assy oedered Th.s frons e tens.on. not sudab.e bons eor locenne the conduis envy how senteds) ,,s,e 87, to, eens iune,aied io,. woo.h m.e e, d. ihe n.a. pproval Cv5tomer Mustomer Order .e G.O. .l hem l Application Hp l Apm l PH l HZ l Volts 8 Frame,__ l Encio6ure Style l Certified Sr l Date festinghause Electric Corporation ederm Motor and Gearing Dmsson uff alo. New York. U.S.A.14240 -== -

mu SPECIFINTIM 3071-2% I yRRT FoM 155UEDi OGOSEP.1 1982 0 PACE B-1 fA GE G FREQUENCY, CPS 50 33 20 10 5.0 3.3 L0 1.0 0.5 l I I! l I llllllIll l l I I I l I l I 18 I I 'llllllll l l I I I I 20.0 20.0 -d t i l l l l11l3-----,----.------I I I i l ilili.li l l l li1111' l111 11113......-.. -...-- I...l I ....--e...t...:........ l l lt I t:iljlj l 111i l t. I t 15.0 15.0 ~... < 1 l l l f ............t ---- ----;---i --i, --; - :-------- l------j -.------ < - ---- 3.......r,.---- ........................................ 4.........;-- ;-- r--j--l.j----.-.--!--- - 10.0

40

....... i. _ i,.. j... 4.... J. 4... g. '.!'. ...... p..... 4.,........ t........... S.0 I 3,0 1/2 % DwlNic.:... l 3 6 ,..........,...........I... .......j.... i. 3....t.. 9..$... [..j..;,. s.0 s,0 4... 1 Ji' xowac .........l...- 5,0 g ------ j------ f---I-- T....... .................... i 5.0 ..j. l l--j --j--f - --- ~---f ----.!..... '.. [.p..........l.....g 2 % DwINC 4.0 4.0 I:: ....-..,!.......:....,... !...,!. 1..,!.........!......,!. 5 x,D w ac p.. ;........ !... =-- = 3, r 3.0 g g lIl l t i I. t. 1 t-- 2.0 -------,t i t. g ,---- - -.-*.--<--->-.I .I...I.--.--~i.- - m 2.0 z .-----*g- - - ~ - - ~. - - *. - ~. - -------~.-----.- . - t. -- => 1.5 ~_-------- ----- *I I I .------. ---*---d---6--*--.t..-*.--------a.---_-- 1.5

d---*---*--a.

g I. i. i. It. I. o 1 1: i i I i i 1

r. 3,o -.......+:.....q.p+;..+.4_}:..g.-......t......'.....

l 4....g.. 4...t..g.+.4........+..... 3,0 o ........g......q. ..t.........t-----t----- ---F----l---i---t--l--F-t---------l---..- a ,_ g, g..........g......q. . +...t. -- i. -- t. - F --- l. --i.--.F t - I...i. ------ -+. --..-

0. 8

.-+--------l.-----+.------ a cr. w 0.6..-------i.------I. --+-i.---------F------4.-------.- - ' - - l. --- 4. - 4. -- F --i.-- 4. -.-------l. 0.6 a .--------4.----- - 4. - 4. ' - J. -4. - 4.---------?. ---- 4. -------l. - - ' W0.5 . ~ 4.- 4. -l 4. - 4. ------ 4. ------

0. 'i I

u 40,4 ...I.. 1. La O. 4

  • ~.

0.3 --------.

0. 3

- < - - - - - - * - - - - * - - - - - - - - - ~ - - - - ~ - - - - - - - - * - - - - - - - ~ - - .! ! i t.i I l i

  • i:

I 1 l . l. l l 1.......g...... t.... 4.....;... g.. j.. g..g.................. ; -...+........ j -. 0,2 0,2 .... ~.. + -.... l .t .t _--------i.--.--- l. ---l----{..-- - t. -- 4. - s - 4.- ----- -.F -----+-------- t. -- ---.l ---- 0.15 - - - - + - - - - - 0.15 1 t l l l 1 .I.i.i.! g i l l .l.i t l l . ----- -- 4.----- 4.-.. - -!--- ! - 4 ------- g........g...... ;... 4....;...;. 4 4..g....... 4......;........ 4.... 4....}..-- 4 --4 4 -- ,------4---------!-----4----- 0.10 G.10 . 4. 4 4 4 4..... i 0.08 .-------4------ ?. ---- 4.----l--- 4. -- 4.- 4. -?.-------- 4. ------!.--------- 4. ----- 4. --- 4. --- 4. -- 4. - 4. - 4. - 4. -------- 0.03 ........J............. -.........:,.....a;...a;...:;...;..;..;..;........p......;.........;.... 9....t... j. 9.. g. 9. t........, . a. 4.a....... 4.....:....... a.....a....:.. 4... a. A.4........ 0.ps t 0.06 l 0.05 '"I I I I!lllli I ! l ! I IIIIIII I I I IIIIIII I I l iIllll! I I I I I IIIIIII I I I IIIII 0.05 i .02 .03 . 04.05.06 . 08 0.1 0.15 0.2

0. 3 0.4 0.50.6
0. 8
1. 0
1. 5 2.0 PERIOD, SECOND ENVELOPE RESPONSE SPECTRA HORIZONTAi. OPERATING BASIS EARTil0VAKE DAMPING: 1/ 2,1,2, 5%

FIGURE: OBE-RAB-RHR-El-

SPECIFICATIC'd 3071-296 ISSUED OCTOBEP. I* 1932 SQATPOMi PAGE B-2 Page 7 FREQUENCY, CPS 50 33 20 10-5.0 3.3 L0 1.0 0,5 I I II I I 'IllllII l l ! I I I I III Il l I 11ll1111111 l I I I 20.0 20.0

d i I I lilli i i

I l l j 1313 I I I l t311113 lI I I 1111. I j i j 1 i li. lili l 1 T'l i. llit

.l--------.-.- --,g !--l ----..-- 8..--.l..............--[---

I.. 1......f'. 4 4 --..... 4..... t g g 15.0 15.0 l l l jl l ,1 t. ...-....-1.....----.-.--*--.--+-*---------+-----.-------------------.---.t 10.0 10.0 , - - - - - + p......g......... ......l.. 9..j. 4...g..g............... g,0 .......i.....g...g...y..g..p.4..........g....._.

t. --- < ---+. -- 1. -- 1. -- t. - t. -------.t -----t. ----- ---+I----

r ---- +. --.. 4.. ------ ^t. 6.0 -------. -t-4 + 6.0

't

--+ - - + - e -i - - ----i--- j ----- g 5.0

l ---

s g.......;l....j....,..3l 4f.3. 3. 7....j......g... ...}..!.4.........g....... 1/2 Z DWING 4.0 u i = i l 3.0 ...:. 4. 4.... l... 4..........:.....: i.4..: 3,0 2 x 0,x i t I I:!* 5 % D W ING l .-*.-.----,---------.----,----,---,--*--.!l! l

d

-4.-- ~! l m >-. 2. 0 -.-* -----~ ~.------ 2.0 e- .l z l .1. => l. 5 .----*---'---'.~'g.--- 1.5

l---*.-----+--*.-->--------s o

l l. l l' i 'j! 3 i 1. l l l.1 z 3.0 ,.... j... 4....t --i--i--l - t---- --- I l--------- t -----4 ---- t --- 1-- 4 --l 4 -------- + ---. : 1.0 o 3 ...g... 4... +..q..q..t-t---- --t-

t ------r --- * --- 1--- F 4 -i ---- -----l -----

4....q....g...j. 4...g.+...... t.. ........ g -... q.... m... q. 4... ). 4. 4.......- +.... - ,_ 0, 3 .s

0. 8

<t .......,.,....4,....r,...,. cr. 0.6.... l w . ----- 4. ---4. --+. - 4. -- 4. - g J.-------l-l 4.------- .l.---

l. -----4. ---- l ---i. --.i-i. -.l-- 4. --------l.

0.6 a 4.------!---- 4.-~ 4.---l. - 4.~. - w 0.5 --4. ---.t--l. ---4.- 4. -1. 4. 4. ------ 4. ---- 0.5 c3 ca <x 0. 4

0. 4

-s.------*.---<---*!--*--<--*-~--------*--. m.---.r--m.---<.-----*.~.-<.------~. ...l. l I l 1 0,3

0. 3

.I I .i ! I i i .i l i !!! .I t l!g l t ! l l........ j!.....q..... j... +. q... . q.+........... +........ ,6... q.. 4...t.q. +. j........+.--

0. 2 0,2 t l l

t 0.15 ------- -- i. ------ l ---- 4. -- --l.--- t -- i -- t. - ! l-- ------ 4 ------ --4.---

Retrieved from "https://kanterella.com/w/index.php?title=ML20085J345&oldid=4354633"