ML20059G004

Rev 1 to Bldg Settlement Summary,Unit 1

ML20059G004
Person / Time
Site:	Vogtle  (X4CPS-0167, X4CPS-167)
Issue date:	07/03/1990
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-0167-R01, X4CPS-167-R1, NUDOCS 9009120085
Download: ML20059G004 (28)

Text

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V0GTLE PROJECT t

UNITS I AND 2 i

GUIDELINES FOR CALCULATING ALLOWABLE DIFFERENTIAL SETTLEMENTS FOR CATEGORY I BURIED PIPING SYSTEMS I

5 REVISION: I I

c/ /

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PREPARED BY:

J. SMITH m - C DATE: 6/29/90

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i P.EVIEWED BY:

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DATE:

6/29/90 APPROVED BY:

P. TEHRANCH 0 DATE: 6/29/90 e-t I

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VOGTLE PROJECT.

I UNITS 1 AND 2 i

GUIDELINES I

TOR CALC"LATING ALLOWABLE DIFFERENTIAL SITTLEMENTS FOR CATEGORY 1 EURIED PIPING SYSTEMS i

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731: guideline reparen :: provide :.. e technical requirements and precedures for the purpose Of determan the a.lowable i

dif f erential sttlements f or seismic category 1, ASME section !!!

buried piping systems.

The calculati:n 1 performed to ensure

mpliance with the ASME :=de and Vogtle project criteria including the spriicatie sections Of Oesign Criteria 00-1017.

The

alculati:n :

also perf ormed in accordance with the Vogtle project Procedures Manual.

The se pe of the calculatten includes all buried p; pes going from-sc11. to category i structures.

The listing of the sub ect piping

ystems

shown in Page 4 of 4.

nPP... s, e.

m e e. 4.(

,,,ee

.wn The a,plicable code f or ASME class and 3 piping systems ( seismic category 1 ) shall be in accordance with Design criteria DC-1017.

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

( seismic category 1 ) shall be in accordance with Design Criteria DC-1000C and DC-1017.

.. a.

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- pe supports are defined in Design Criteria DC-1017.

3.-

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1 Oesign all wable stresses f or buried pipes are taken to be the same as th:se f:: abcVe-gr:und pipes which are based en Oesign Or;teria

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st a g er-; ; :and an: :llty cand backfi :: ::=pacted :n acc rdance with Specifi:stien X2AP01, sect::n 02." :: an average of 97% of the maximum density determined by Design Criteria DC-1000C.

t Seil pr:perties such as stati:

and dynam::

lasta:

m:duli,

?::sson's ratic, un weight, and modulus of subgrade reaction are defined in Design Criteria DC-1000C.

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n general, -he all:uable different:al :ettlements_f:: Category 1 iuried piping systems are defined as the maximum permissible different:al settlements that can be accommodated by both buried

pang and

asse :sted pipe supports -ithin the applicable design limit:.

The allowable dif f erential settlement f or a buried piping system can be determined by the following fact =:s:

3

. Suried piping system layout

. Penetration deta:1 and type

. Pipe support configuration Seil properties Analys:s techniques Use of guard pipe L

.or conservati =, the buried piping systems are designed to the dif f erent a' settlement values as given in Design Criteria DC-1017.

An ongoing bu-!d ng settlement " program "2 provider-the-actual-t differential settlement experienced by the buried piping system at the building interface location.

A comparison between the actual dif f erential settlement value and the design value specified in Design Criteria DC-1017 provides a tool to monitor the margin of safety for the individual buried piping system against the original design differential settlement.

The results of such Itudy is provided by Civil Engineer, ycr an as-built

ping

y

:, tha true margin f safety can be expre::ed through I

use.cf the allewable differential settlement..

For 'the pur; :e f avalu: ting buried piping :ystems. -he :::tical

~

p;;;n; : tresses are :: he used fer determining the all:Wahle

fier:nt:11 ::::.;mant:.

Th:2 ::::::::n.: :::ap ::1; ua :: :ha f::-

na

.: : ns: p;;;ng ::=penen : cu:n is flanges and no::les are a:Caa.y ~.:: :

• 03. 3o far as the build *ng settlemen.s are concerned.

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? AGE 2 OF 4

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...+...3..,...

2..

he f =11:w ng :teps are t: he used t:-calculate the allowable t

differential sett.'ement f:: a buried piping system:

-l 1.

Obtain the as-built calculations for piping and supports.

2.

Extract the differential settlement value-( "1 ) used in the calculation.

If necessary, review of the computer microfiche is required to ensure the correct value is used.

t i

2.

Obtain the corresponding maximum piping stress ( S1 ) over the buried piping system.

• his:value may be obtained from computer output.

4.

Determine the :nitial allowable differential settlement value ( Ua ) by simple rule of linearity;

.e.,

3 Ua = ( Sa / S1 ) x U1 Where Sa is the piping stress limit for differential settlement loading condition.

S.

Provide the pipe support design load ( PSDL ), which is based on the initial allowable differential settlement value ( Ua ), to pipe support engineer for review.

{.

Perform pipe support evaluation to determine acceptance.

l If accepted by the pipe support engineer, the final allowable differential settlement is equal to the initial value determined in step 4.

.~ n..

.3...,_-

3.

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

2.

Cocument the final allowable differential settlement value in the body of the calculatten prepared by the p; ping stress engineer.

_0.

Cepending up:n the boundary ::nditi:n at the pipe penetration, the allowable differential settlement value may be determined by steps 1 through 4.

1

n the :sse f hand :alculati:n, prc;ect des ;n guide A24DR10:

:: be used to :alcula a the allowable different a.' settlement.

A separate cal:ulatten :s to be used to document the results for each unit.

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.wces - on 7 CtBIPARitou of CALCULATEo, ACTUALi Am ALLindesLE otrFEnENTIAL SETTLEMtTS 73 sAPEff nELATBo PIPES INTERFAClus WITN CATE0aaY 1 StauCTUDES 1

l PIPE l

SYSTEN l

MAGEEn l-CALCULATEo l

ACTUAL' l ALLthinoLE

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• The elfferentist settlement for the soll adjacent to the footing inside the psaho se u

structure relative to the soit enjecent to the foottne outsloe the structure is o.2s inch (verticet).

The oesten differential settlement between eleset fuel ett storeee tank psenouse and adjacent soll is o.3o inch.

1

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RTTRCM1Ebf )

Mcts 0/6 7 Southern Company Services, Inc.-

fRGE I '0F F internal Correspondence

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