Text

Rev 1 to Bldg Settlement Summary,Unit 2
	ML20059G009
Person / Time
Site:	Vogtle
Issue date:	08/15/1990
From:	Colvin C; SOUTHERN COMPANY SERVICES, INC.
To:	;
Shared Package
ML20059F982	List: ELV-01956, Forwards Listed Documents in Response to Request for Addl Info Re Settlement Monitoring Program,Per 900614 Request; ML20059G004; ML20059G009;
References
	X4CPS-0168-R01, X4CPS-168-R1, NUDOCS 9009120087
	Download: ML20059G009 (33)
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l ENCLOSURE 4 CALCULATION X4 CPS-0168 BUILDING SETTLEMENT

SUMMARY

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-j o-V0GTLE PROJECT UNITS 1 AND 2 m:

1:

GUIDELINES

'i F0R

.. CALCULATING ALLOWABLE DIFFERENTIAL SETTLEMENTS FOR CATEGORY.'1 BURIED PIPING SYSTEMS' l

l l

l

.n REVISION: I a

CI DATE: l6/29/90<.

PREPARED BY.:

J.'

SMITH m

y(-

-2 j.

REVIEWED BY:

P, HSU Mu DATE:

6/29/90 l.

.-APPROVED BY:

P. TEHRANCH

_ f,%,v i

e l DATE:t 6/29/90'

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VOGTLE PROJECT

UNITS 1 AND 2 GUIDELINES TOR 1

1 CALC"LATING ALLOWABLE DIFFERENTIA

EETTLEMENTS FOR CATEGORY 1 SURIED PIPING SYSTEMS l-l

)

1 k

REVISION : 0 f MAL

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His gu:.cer.ne :.2. p reparec o prov. dei the echnicci -equirements:

and prc edures fer the' purpose-of. determin:.ng. thei all owable d:.f f srent.al :etti ements f or - seismic category -1,. ASME s ect:.=n, III bur.cd pipi.ng. systems.. The calculationLis performed t: ensure-

np":.tnce with the ASME : de and Vogtle project ::: er.a :n luding-V

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ulat:.:n is.also perf ormed in accordance with the Vogtle project Procedures Manual.

. he z: pe of the' calculatien includes all buried ; pes ge.ng' f rom:'

l sci.it: categcry i s t ruc tur es '.

"he Llisting of the sub ;ect? piping:

y::

ms is shown in Page 4 of-4. -

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7.te applicable code f or ASME class 2 and 3 piping = systems ( seismic 2 categ ry 1 ) shall be in accordance with Design-Criteria DC-1017.

The applicable c=de for ASME: class 2 and class 3 piping supports

. ( sels:".ic category 1 ) shall 'be in accordance with Des:.gn Criteria 2C-1000C and DC-1017.

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Cer gn ' cad:.ng. cmbinati:ns.f er buried p:. ping and its-ssa cciated -

l I

pipe' supports are defined in Design Criteria DC-1017.

4

3...

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Oes;;n allowable stresses f or buried pipes are taken to be the same

f. c e f ::: above-gr:und pipes which -are based en Cesign Cr:.teria C SE' 7n 311:wahl 9 It SS3SS 5 r pipe.suppCr*: "sse:13.3d.J1 h buried

-..,. e.,.,

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.? AGE 2 OF-4 l

1.2 SO L'?ROPERTIES Catagery i sand and s.lty. sand backf:.ll: 1s=: compacted in'accordance with Spec:.fication X2AP01, section - 00.2: to an -average J of 97% of.

J the max:.=u:n dens: ty determined by Design Criteria DC-1000C.-.

S:il 'preperties such.as stati:

and dynamic. e l as t :. c.

ddli,:

?::.sson's ratio, unit weight, and modulus of,subgrade reaction are -

defined in Design Criteria DC-1000C.

+

3.4 ALLOWABLE DIFFERENTIAL SETTLEMENTS :FORLSURIED P: PING ' SYSTEMS

.:n= general, the allowable differential settlements for Category'l.

bur:.ed piping systems are defined as the maximum permissible dif f erent:.a1 settlements that can be accommodated-by both buried ~

l piping and :.ts associated ' pipe supports within the : applicable des:.gn lim:.ts.

The al1owable dif f erential" settlement' f cr a buried p p:.ng systa= can be determined by thet f ollowing; f actors:

7

. Suried piping system. layout Penetration detail and-type Pipe support configuration Soil properties Analysis techniques "se of guard pipe 7er conservatism, the buried';; ping systems [are designed to the dif f erent: al settlement values as given in Design Criteria'DC-1017.

An ongo:.ng building settlement. prograrrt providas the

actual, dif f erential settlement experienced by theoburied piping system-at the building interface l o c a ti on.'

A comparison between the actual dif f erential settlement value and the. design' value specified

n Design criteria DC-1017 provides a tooli to monitor the margin of safety for.the individual buried piping l' system;against the er:g:na' design differential settlement. -The'results of :uch

udy :s provided by Civil Engineer.

For-an as-built piping :ys t am,. he-: ue margin of sifetT'c~55~54~Bipressed~th Eug'h ~

use of the allowable differential settlement.

F:: the purpo:e o f evaluating. bur:.ed piping ~ :ys t ems, the critical p p:n; :.resses are t he used f:

deter =:,ning the al~l:Wahle

fferan::. Cettlements.

Th:: ::::arien acceptabla due :: tha f :: tha: :n2 ::her pip:n; cenpenen:: cuch as flanges and no::1as are usus.ly not :::tical so f ar as the bu:.1 ding settlemen:s are concerned.

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1 The foll: wing steps are to he~used te calculate the allowable-l

-differential settlement for.a burted p ping system:

.1..

cobta n the'as-built calculations for' piping andgsupports..

'2.-

EAtract the-differential settlement value,( Ul:)iused

.i in : the - cal culation.: LIf necessary; review ~of the computer microfichi-is required:to ensure the: correct.value is-used.

m

'3.

Obtain thelcorresponding maximum' piping stress l('S1 ) over

]

the~ buried. piping system.

his value.may be obtained:from computer output.-

4.

. Determine the initial-allowable differential, settlement value ( Ua )1by. simple rule of linearity; 1.e.',

.Ua = ( Sa / Sl.) x U1 Where

.Sa is the piping stress limit for differential) settlement loading condition.

5.

Provide the pipe. support design' load ( PSDL-), wh'ichtis based on the. initial allowable differential' settlement-value ( Ua ), to pipe support engineer for review.

i.

'?erform pipe support: evaluation to determine acceptance.n j

If accepted by the pipe support engineer, the final allowable -

differential settlement is-equal to the initial value-determined in step-4.

l

.. -.a..

S.

If the loads based on the initial value can not be accepted by the support engineer, the final allowable-differential settlement value shall be-determined by supper / stress engineer in accordance with the design limit for supports._

?.

Occument the final allowable differential settlement value-in the body of the calculati:n prepared by1the p; ping stress engineer.

10.

Depending upcn the beundary 00nditi:n at the pipc-i

-penetrati0n, the allowable differential settlement value may be deter = ned by steps 1 through 4.

'_1.

n the case Of hand calcula:10n, pre ect design guide A.240R10

:: he used to :alcula the allowable different:al settlement.

+

.2.

A separate cal:ulatien is to be used to document the-1 results for each unit.

L

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cientanison or CALCMLAfsD, ACTimL, Am Atamunais oirrERENT AL stTTLEmNT:-

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. The dif ferential settlement for the soll adjacent to the footing inside the puschause structure rotative to the soll adjacent to the footing outside the structure is o.2s Inch (verticat).

The design differentiel settlement between diesel fust oil storege r'

tank pusehouse end adjacent soil la o.3o inch.

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h(of90 Date:

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COIPAntt0N of CALCULATED, ACTUAL', AND ALLOW 4 ALE DIFFEnENTIAL' SETTLEMENTS f

F0n SAFETY nELATED BunIED PIPES INTEnFACING WITN CATEconY 1 SinUCTunES '

k' hl. ;g{

l.

PIPE l.

SYSTEN l; NAnKEn,

l1 CALCULATED l

ACTUAL-

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lloENTIFICATIONlINSTALLAT10N l DATA,

l,DIFFEnENTIAL'.lDIFFEnENTIAL=-lDIFFEnENTIAL:: l l-In8EEn l..,. DATES l

l.. SETTLElgNT,. l SETILEIENT. l.,EETTLEMENT;,l *

}

l l

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l p 1202 o29 6= l 01/is/as

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=l o.29 -

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0.30 l-o.59 l

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o.29 l

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I o.41

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l.-

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o.to.

l o.43:

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l o.sa ;

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7 CIMPAultoN OF CALCULATEo, ACTUAL, ANo ALLoWASLE oIFFERENTIAL SETTLEMENTS nFoR SAFETY RELATEo SURIEo PIPES INTERFACING WITH CATEcoRY 1 STRUCTURES-

, [ 7 PIPEL l;

SYSTEM ~

l. ' MARKER

.l CALCULATED

.]

l ACTUAL l-ALLOWABLE l

llofNTIFICAT!oNl INSTALLAfloN ' l'

'oATA loIFFERENTIAL l oIFFERENTIAL.l oIFFERENTIAL 'l-j:, NUMBER-

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= oATES l

l. SETTLEMENT,

l. SETTLEMENT l4 SETTLEMENT--.l o

l l,

l-l MARKER l0UllolNGl l-

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SUMMARY

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