ML19323G611

From kanterella
Jump to navigation Jump to search
LER 80-003/01T-0:on 800124,overstress Condition Was Confirmed to Exist During Postulated Seismic Event W/Pipe Support H-95 on Component Cooling Water Sys Line CC-323. Caused by Use of Incorrect Method of Pipe Stress Analysis
ML19323G611
Person / Time
Site: Beaver Valley
Issue date: 06/02/1980
From: Lacey W
DUQUESNE LIGHT CO.
To:
NRC OFFICE OF INSPECTION & ENFORCEMENT (IE REGION I)
Shared Package
ML19323G605 List:
References
LER-80-003-01T, LER-80-3-1T, NUDOCS 8006060374
Download: ML19323G611 (1)


Text

.. _ _ _ _ _ _ _ __ _ _ _ _ _ _ _

O.

~ -

ucteetEE EVENT REPORT

- P l l

. .% u.

sewemma,aumn i 1 I I en,smes ,==r on rwe au manamme ewonnanness 1 1 1 GIw-=g

~

I I e i A i n tv is Il lq)f o to l- Io-lo- lo. lo lo I- to to ,IQ[411 = usIt 1111 n ,,

m

= @e asots1o101o131314 esca.v a.u - w . w w 0 01112141 susvr em

=

sto m

@los4fof2Isiol@

ampostants so . , ~

~

weer arer===vuusanoanosasucoussoweests@d An overstress condition was confirmae to exist destina a ===tulated I seim ,

h

! by Deguesse Light Mechanical Engineering Department.

This problem is associated' 3~ ' ' '

(

with pipe empport E-95 on Component Coolfsg' Water Systems line CC-323 in which MIFIFE3 ,

3 analysis revested an overstress condition nyprombt ely 2.5 times the seismically s5 Y

Iniloweble stress. Com - es a.2d have been a loss of one trois of coolian to .

s.

l L g EmeiJ-a1. Beat temoval System.

mfg

-m

. . ... .::' W g ,,---

, . .. e

_unwe WW550.m e e.ma.n.E .t,m.m.e s ~~ .. . ~

Z IW .IB I@ Q@

. .. . W@ l SI Ul  ?!.

of A Rf ,

T1@ .egn.u.m,1 ..~.. .

]'

--~~-~.

eggs fwet me, gg ,,g : "lwestTeam essentam y lo 11 I T 0 ' ~N

h 40*; .m Iafof a

- la lo h 1 m m, w a = ;n;..,, .

~ amme.us aussa pense M Sd8%aem W %

SR 8taast Memans essenmes= amo conneenvs acnossa l'@I' l' 1 ..

I

, QLl@  % W@ If I

  • I *"gg- 8 'p'-

[ The cause of the peeblem was the ese of an incorrect method of pipe stress mealysie. e:, -

g .0._ ,, '

s Corrective acties in the form of alteration of. sopport H-95. to a three-way restraint 4 1.";

A R g @q;j

' I was implemmented as soon as possible. The job has since been completed W .v.?

I saadafactorily.

. 1 -3.E

. . . .nf- -rr +tt.;;.

RM I mWg o +4

.u @ llEIlRK ,e. @

  • 9M WDG@' IoIeIol@ltefeelineoutareI **

$ Seismic

  • reenelysis 3 e: meg .

h - neemmenopmessaaeh N*U J s w eessmes Aasmaartes astwvv h M/A I I-3/A "? ISM )

- smene y.as _.

M gegayte i

.ns==s= sesones.eu @ "W.M Intole M===e 3/A ~

......=---- -- -- -

==3= - * -@ . .. .. ..

..l.d"@N Gr Io;s;; O=. s/A

_Q.5 p,ty.c.,,, ,1 u et- ,

--n-s.w

> seusop es om.amerseanonsfy g

  • Twee esseerstem .2q:Eg i n/A ancamtest, M N

. Ls.je9 -

k)@N*

s-M@ w/A a n n ~.

t iiii ir iYfTIL a ~ww -

m~3y . ~m

- M as M _ ]. S. 1.acey ,,,,,g, 412 443=1258 :FM T]

y  :

3gg^

WMhgE'

. R r.;---? 1

_ _