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WESTINGHOUSE PROPRIETARY CLASS 3 SDTAR-80-'05- 05 R. E.
GINNA NUCLEAR POWER PLANT SEISMIC UPGRADING PROGRAM PIPING STRESS ANALYSIS REPORT RESIDUAL HEAT REMOVAL SYSTEM, SECTION 250 ANALYST:
C, Ng H. A. Massie APPROVED:
F. Loceff, Man ger Structural 5 Seismic Technology WESTINGHOUSE ELECTRIC CORPORATION NUCLEAR TECHNOLOGY DIVISION JULY 1980 8009gyg gag RMlJLNMY!NIL'l<HHL3 MPY
TABLE OF CONTENTS
- 1. 0 SYSTEM DESCRIPTION PAGE 1.2 1.3 1.4 Extent of Piping Specifications.
Loading Conditions 1.3.1 Operating Modes 1.3.2 Seismic Environment Static Displacement of Anchors 2,0 ANALYSIS 2.1 2.2 2+3 Piping Stresses and Loads 2.1.1 Basic Stress Criteria 2.1.2 Branch Bending Moments I
Nozzle Load Evaluation Yalve Load Evaluation 10
~ 3.0 RESULTS OF STRESS ANALYSIS AND LOAD EVALUATIONS 14 3.1 3.2 3.3 3.4 Support Description and Load Summary 3.l.l Displacement at Supports Stresses
'3.2.1 Height 3.2.2 Normal Operation
'.2.3 Most Severe Mode of Operation 3.2.4 OBE 3.2.5 SSE Deflecti ons 3.3.1 Hei ght 3.3.2 Normal Operation 3.3.3 Most Severe Mode of Operation 3.3.4 OBE 3.3.5 SSE Valve Load Summary 15 19 24 49 64 SDTAR-80-05-05
- TABLE OF
- CONTENTS, I
APPENDIX A Allovable Stress / Response Spectra B
MESTDYN Input Da'ta C
ISOMETRIC C-381-354, Sheet 1, Revision D
(
D REFERENCES PAGE 73 79 80 SDTAR-80.-05-05
- 1. 0 SYSTEM DESCRIPTION 1.1 Extent of Piping: [1j,
$2j 10" line from intermediate anchor RH-9 to reactor coolant loop A.
There are no significant Branch'ines in this portion of the RHR piping.
See drawing C-381-354.-1, Rev.
D for details.
1.2 Specifications
[3j 10" AC-2501R Design Conditions:
680'F, 2510 psig Pipe:
Seamless A376 Type 316 Schedule 160.
Fittings:
- Seamless, butt, weld A403 WP316, Schedule 160.
Flanges:
Forged, welding neck,
- A182F316, 1500 O'F, Schedule 160.
1.3 Loading Conditions 1.3.1 Operating Modes The operating modes for the RHR system are summarized in reference (4).
The environments for RHR 250 are listed under fl'uid line 1 where it extends from loop A to valve 701.
'the normal and most severe conditions are:
Normal Fluid Line Temp. 'F 612.2 Pr ess.
PSIG 2235 Loss of Load 1
643 2628 SDTAR-80-05-05
1.3.2 Seismic Environment D
The seismic envi'ronment is represented by linear acceleration response spectra at various floor elevations, linear accelerations due to torsiona1 response of the buiIding, and relative displacements of anchors and supports.
The torsional response of the containment building and interior 'structure has negligible effect',
due to the rigidity of these structures.
The response spectra and floor displacements are based on a
dynamic response analysis'f the containment, interior structure or other building supporting seismic class piping.
For this nroject, Gilbert Associates, Inc.,
has performed this analysis and summarized their results in Ginna Station Seismic Upgrading Program, Reactor Building Seismi'c Analysis, 'December 21, 1979.
That document provides response spectra along two orthogonal horizontal lines and'the vertical for each node in the GAI dynamic analysis.
For piping which is attached between several node points, no single set of response spectra will adequately describe the piping environment.
To assure conservative results in such cases, a combined spectrum for each direction is obtained by using the highest acceleration of any adjacent node at each frequency.
The resul.t is a response spectra envelope.
For the subject
- system, the following building node points are adjacent to the piping or equipment supports:
BUILDING NODE ADJACENT PIPING SUPPORTS OR EQUIPMENT r+7z<lo~
svÃUc7vd
/zan S DTAR-80-05-05
The response spectra, for these points and the response spectra envelope are shown graphically in Appendix A.
The coordinate system for, these spectra is not, in general, coincident with the coordinate system used for the piping model.
Figure A.2-2 jndicates the orientation of the horizontal axes of each'system.
Prior to analysis, the piping system model is rotate) such that it aligns with the spectra coordinate. axes.
Note that it is sufficient to align -Z (piping) with Y (structural) since the signs are of no consequence in such an elastic, seismic anal ysi s.
NORTH
////
/.////
Y (STRUCTURAL),
X (PIPING) 29' (STRUCTURAL)
Z (PIPING)
FIGURE A.2-2:
COORDINATE SYSTEMS S DTAR-80-05-05
Rotation of the piping model by -29'ill align the two systems.
The displacements rela'tive to ground of the building structures at points of support or equipment attachment are summarized below:
SUPPORT OR EQUIPMENT VERT.
R.10 R.10 R
.1 SOPPY'7 rloogs y,c~j'. OC CW o. choo/
radians and inches Each displacement component at each location represents a
separate loading condition.
Only displacements which can be transferred to the pip ng through the supports are included.
A vertical support, for instance, can only transfer vertical displacement from the building to the piping.
The net effect of all component displacements at all points of support is estimated by summing the absolute value of the results for each component at each point.
SDTAR-80-05-05
To reduce the number of cases that must be considered, a
suppo'rt (or group of supports with identical displacements) can be assigned zero.displacements.
The other displacements are then reviseh;to give the same relative displacements.
Only the remaining non-zero displacements need be used as loading conditions.
Farithe subject
- system, these relative displacements are given below:
SUPPORT OR EQUIPMENT VERT.
Ry.10 RY,10 RX,10 RELATIVE DISPLACEMENT IN STRUCTURAL COORDINATES*
3 3
Suan r
- sloops 0, 00/ 0. doo 0,0'O
~ 2<.
- Zero displacement indicates attachment at the chosen base location.
Note that since these displacements are in structural coordinates, each component must be rotated +29'o the piping coordinates before inclusion in the piping model.
The subsequent rotation of the piping model will then result in specification of the displacements in the structural coordinates as indicated.
+Relative displacements as shown above are small
(',ess than 1/16"), therefore, anchor displacements due to earthquake are included in the analysis.
SDTAR-80-05-05
1.4 Static Displacements The displacements
'of anchors due to thermal expansion and other static conditions are summarized iri, Table 1.4-1.
S DTAR-80-05-05 V
.TABLE 1'.4-l:
STATIC DISPLACEMENTS SYSTEM:
z
/Z>
< WEsT
-s'ECTION:
aMo PREPARED BY CHECKED BY:
REFERENCE(S): C81 cH ZZ ye ~ 7P (31-cio-zu.>s/
<~wc. ~>6
'quipment Descri ption Compt.
Node no.
Therm.
Mode no.
DX in Thermal Growth DY in DZ ln 5/o z
'. w4/
-o.&8 9
-o. zr8-Thermal Mode I:
Thermal Mode II:
Thermal Mode III:
Thermal Mode IY:
..8$
X S DTAR-80-05-05
2.0 ANALYSIS.
2.1 Pi ping 2.1.1 Basic Stress Criteria
~
According to criteria established for this project, piping included in this scope is to satisfy the requirements of equations ll, 12 and either 13 or 14 of ANSI B3l.lb-1973, "Summer Addenda" to Power'.Piping ANSI 831.1-1973.
These equations govern allowable moments due to sustained loads
- (deadweight), occasional loads {seismic), and thermal expansion loads, respectively.
Relative seismic anchor displacement effects must be included'.in equations 12, 13 or 14.
Poo0 7 5 1
MA z
n B31.1-11 PD 0.75 i MA 0.75 i MB
+
z
+
z.
n B31.1-12 i
M Z
A B31.1-13 PDo 0 75 i MA i
Mc Z
Z h
A n
831.1-14 M
= resultant moment due to weight and other sustained loads, in-lb.
A M
= resultant moment due to occasional loads such as fluid 8
flow transients and earthquake, in - lb.
M
= range of resultant moments due to the thermal expansion, in - lb.
c P
= internal design pressure, psig SOTAR-80-05-05
h D
= outside diameter:of pipe, in.
0 tn'ominal wall thickness of component, in, stress intensification factor* from appendix D, B31.16 - 1973 0.75 i > 1.0 Z
= section modulus, in's described in B31.16 - 1973, 3
section 104.8.4.B.
Sh
= basic material allowable stress at maximum temperature.
SA = allowable stress range for expansion stresses.
k
= 1.2 for occasional loads acting less than lA of the time.
Analytical procedures for=checking compliance with these equations include a distributed mass deadweight analysis, lumped mass
. response spectra seismic analysis, and a thermal flexibility analysis.
These procedures are implemented by the computer g4~~
program WESTDYN, which determines loads and displacements at all chosen cross< sections, associated stress levels as defined by equations 11,'2 and 13, and reactions at all support and equipment connections.
MESTDYN input is prepared by program MESGEN from a data base established by program PAGES.
Three coordinate systems have been consolidated in this analysis.
The piping geometry is described in the PAGES program input using the GAI piping drawing coordinate
- system, with north along the negative Z axis.
For inside containment
- systems, this data is altered using program ANZEIT which transforms the model to a
system parallel to the GAI structural coordinate
- system, which has the positive Y axis inclined 29'ast (clockwise) of north.
The SDTAR-80-05-05
piping geometry is thus specified in a coordinate system
'\\
whose axes are parallel to the response spectra axes used by GAI for the 'containoient and interior structure.
The third coordinate system is local and is described when used in this documentation. ~,
'.2 Nozzle Load Evaluation Loads imposed on equipment nozzles must meet the following criteria unless specific allowable loads are known, in which case those loads must not be exceeded.
(1) axial force L 0.01 S
A Y
(2) bending moment 4 0.1 SYZ (3) torsional moment L 0.2 SYZ (4) shear force < 0.01 SYA where S
= yield stress of nozzle at operating temperature from Y
ASNE Section III
~
2 A
= cross sectional area of pipe, in Z
= section modulus of pipe These allowables apply for the following loading conditions:
a)
Normal condition -- deadweight plus maximum operating thermal b) Oesign condition OBE earthquake plus maximum operating thermal plus deadweight S DTAR-80-05-05 10
2.3 Valve Load Evaluation Valves are classified as either active or inactive.
Operation of an active valve is required for a cold shutdown.
All other valves are calssified as inactive;q For 'inactive valves, it is necessary to assure that the pipe valve,inferface meets the criteria for piping stresses.
The valve load criteria discussed below apply only to active valves.
VALVE TYPE STRESS LIMITS ON VALVE ENDS Swing Check 0 max Y
< S
~bending '
0 torsion 0.5 SY
<0.5 S
- Safety, open
- Safety, closed
%ax. '
refer to vendor's specifications Other
~max '"
Y
~bendin
+torsion '
< 0.50 S
0
= maximum principal stress max
= 0.5 (H + S
+
(H - S
)
+ 4 S
)
S 2
2 2
0-b di
= maximum fiber stress due to bending bending
= Mb/Z 0-t i
= maximum fiber stress due to torsion tension
= Mt/2Z SDTAR-80-05-05
S
= yield stress at design. temperature for ASNE SA-376, Y
type 316 for stainless steel valves and ASIDE SA-106 grade B for carbon steel valves.
'a Z
= section modulus of piping Mb
= resultant bending moment
= torsional moment t
H
=
P t,r
+ r. )/{r
- r. )], poop stress 2
2 2
2 o
o i
o P
= operating pressure 0
= pipe outside radius 0
r.
= pipe inside radius
,1 L
=
P Lr. /{r-
-. r. )], longitudinal pressure stress 0
1 0
F
=. Fx/A
'X
= axial load B
=M/Z S
= F+B+L 0
r S
torsion V
= 2FS/A FS
= shear force SDTAR-80-05-05 l2
Active valves may bechecked for compliance with these criteria by manual calculhtion using loads from the piping analysis or automatically by using program VAlVE.
This program is linked to the piping anlaysis output file from which it obtains all necessary load data for each valve.
SDTAR-80-05-05 13
Results of Stress Anal sis and Load Evaluations Stresses are satisfactory for all the loading conditions in the as-built
- system, however, valve 700.- does not satisfy the valve criteria.
By removing the variable spring'anger RH-ll, the maximum principal stress at the end of valve 700 is reducecl significantly, while the stresses in the piping system still satisfy equations 1.1, 12, 13 or 14.
RH-10 preloaded.
SDTAR-80-05-05 14
SUPPORT DESCRIPTIC,'i A"D LOAD S'"i'>'RY SYSTEH:
SECTION:
. SUPPORT-PEST ause
+rrs 7-Prwogra,~
PPEPARED BY:
C'. ~>C CHECKED BY:
DESCRIPTION LINE OF ACTION Axial, Horizontal Transverse, Horizontal, Vertical Other (Specify)
STIFFNESS
( ~/P'S bid )
Jt ~EX 61~/ i' 5
+tv '~ r
)c 7/v'F/. ~'<.
fic~ ~gg g/gQ g+g LOAOS (kips, in-kips)
Deadv ei ght SeisrtIic, OBE FX cY I
FZ NX HY I
NZ
+/,gp I
~4<> -"I~P.9 rZ+
I 2.22 t-///9 )// 2+
.29771 Is'7 7Z ANALYSIS/tl0" E y6'c'~Qwz uuc Thermal I
Thermal II Thermal III
+7 8.2/
o./3 I'74 9~.K'//7,/t'eismic, SSE
-'>"-'n "F 3<l=g-'iy/.g THER,'ML I: s '-r. l-i<"
<P'=<~:~'~~
THERMA'L II:
THEVmL III:
SDTAR-80-05-05 RM-9 15
SUPPOR D S'IPTIOsl hssD L DAD SL~l-'Y SYSTEM:
Res/auzc.
~~ra r pz~~c ac.
PPEPARED BY:
Q. n 'C~
SECTION: zo og g~o CHECKED BY:
JCQ C '>
~ yo
" SUPPORT:
9-9 C'c W r
=so CC'HDS'ESCRIPTION LINE OF ACTION Axial, Horizontal Transverse, Hori zontal
~
. Vertical Other (Specify)
. STIFFNESS
(+/l +//~ ~
0,'r r"P/'-:
IR s AAWc.P 857 'KaQ
~g7rrr rg g
~ryan
~gg
.LOADS (kips, in-kips) (cc err@. eoozaiirrr z re= sr~ri"~.
Deadweight' Seismic.
OBE Thermal I Thermal II Thermal III
- Seismic, SSE FX FY
- 0. /g P9. o rsvp f.8 7 FZ MX o./6 /~.77 Ev-C iuag MY I
MZ
~+88lil8 24'sJ j,g ~Z /
Q5i /8 47+, d ANALYSIS/NODE r
SDTAR-80-05-05 RH-9 16 THERMAL I: /k/'">~g-q<g gP~P'rjck/
THERMAL II: ~nsz os THERMAL III: gya(wZg7/c~
2ooy + sos
~~v>O('s rCri~ >~~~
w/~~~iom 4~.
<<~'cwE r~Arirr Q VO VfÃiVCE C OHCV
~As S'W'7ro~ 2~
SUPPORT DESCCIPTIOi A'iD LgnD SU. r"PY s
SYSTEM:
R~Si "c~~ airer rs~uv~~
SECTION:
PREPARED BY:
c~'Cv CHECNED BY:
SUPPORT:
A'h'-ZO I
LINE OF ACTION Axial, Horizontal Transverse, Horizon al Vertical Other (Specify)
DESCRIPTIOH STIFFNESS
('<rr'S/<rr' PE=SF i Z~~a: l SZS g-ip' Dead~eight Seisriic.
OBE Thermal I Thermal II Thermal III Sei smi c, SSE LOADS (kips, in-kips)
FX FY
[ n yX
-/ 93
~o.r+
~ -O.dc7
-c7. 9 /
MY i
NZ ANALYSIS/HOD 6'CnJC5M Woo C
"9 Indicate north THERMAL I: n'.i mn~
OP=-ar.-;i=el THER~NL II:
~
. -s o.
THERI"AL I II:
SDTAR-BII-05-05 17
SUPPORT D".SCRIP IGli AND LOAD S""'RY SYSTEM-
'ECTION:
SUPPORT:
RFS/&4k? C.
+/F87
// WO/tAL-
)8>-/2 PREPARED BY:
C'. n 'C>>
CHECKED BY..f./
< <i'~
DESCRIPTION LINE OF ACTION Axial, Horizontal Transverse,'Horizontal Vertical Other (Specify)
C CiCD C~wP
~
/J.".z STIFFr, ESS
( K/,"'5//rz )
58z s"c~iT~
/ 4
~/~X C
LOABB (ki ps, i n-kips)
Deadweight Seismic s
OB<
Thermal I
Thermal II Thermal III Sei smi c,, SSE 0 dZ 87
~ g~5>
7.+4 c'.og ZG.so FX FY l
FZ MX MY 1
MZ AHALYSIS/NODE
)'/4~A W~ ~Wo 29' I
Indicate north THERMAL I:
rt 'i'"~:<s'-
Cl~ZW/i7Cn/
THERYJlL II:
o~
c ~
caen THERtNL III:
SDTAR-80-05-05 18
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APPENDIX A
'ALLOMABLE STRESS The allowable stresses for use with equations (ll),
(~14) of the Summer Addenda, Power Pi in ANSI 831.1 determined in accordance with the requirements of S B31.1-1973.
Specifically,
'.SA (1.25Sc
+ 0.25 Sh SA allowable stress range S
- basic material allowable stress at minimum (
C from the Allowable Stress Tables.
I Sh
=
basic material allowable stress at maximum
(
from the Allowable Stress Tables.
f
=
stress range reduction factor for cyclic cor
- number, N, of full temperature cycles over t years during which system is expected to be from Table 102.3.2,C.
The Allowable Stress Tables are in Appendix A of BSl.l-l cycles are full temperature
- cycles, an equivalent number cycles is used to determine f.
5 5
5 N " NE rl Nl r2 N2
...rn Nn where N
= number of cycles at full temperature change.
E expansion
- stress, SE, has been calculated by Eq. (13).
N N
...N
=
number of cycles at lesser temperature 1
n rl. r2..rn
= sTl aTE'T2 aTE,...ATr aTE SDTAR-80-05-05 65
Applicable values for this system are summarized in the following table.
Operating Mode i
- c n
N **
i l.
~c ss oa co8o 2.
3.
4, 5.
N =.zc 7c oo ri = l for the'mode with aT
= aTE
~This value is NE for the mode with AT. = ATE.
Using this value of N, f as obtained from Table 102.32,C is t
According to the indicated references, the materials used and the basic allowable stress and the allowable stress range from Eq.'1) are:
Material Ref.
S Sh Ref.
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94 95 96 97 98
SUMMARY
uF UPDATE. IOENTIFIERS>>ITHIN DECK
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kGRHHi:~St.
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REFERFfICES 1.
Piping IsM:etric C-301-354-1, Pevision D, Gilbert Associates, Inc.,
October 8, 1979.
2.
F3ow DIagram 33013-436, Pevision E, Rochester Gas and Electric Corporaticn,
's nua.y 4, 1900.
3.
Egu~i)rr..)it~Sio~ll".:".'pic;r>, 601, Revision ufo.
2 to E-Spec.
G569866 k'estingf7ouse f'.i<.~:t7'ic l.orporation, Atomic Power Division, April 29, 1966.
4.
Residual ffeat P~oioval System Anal sis Desi n Conditions, R.
E, Gin>>a hucfear Pciier Plant, October, 1979.
S.
Reactor "uildino Seismic Analysis Pesronse
- Spectra, Ginna'Station So>smic Upsy'd(l".ng Program, Gilbert associates, inc.,
December 21,
'I979.
6.
Orthographic Piping Drawi'ng D-304-611, Revision VII, Gilber Associates, Inc.
7.
Orthographic Piping Drawing D-304-612, Revision IV, Gilbert Associates, Inc.
I
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