ML17261A834
| ML17261A834 | |
| Person / Time | |
|---|---|
| Site: | Ginna  |
| Issue date: | 01/24/1989 |
| From: | Sucheshi L ROCHESTER GAS & ELECTRIC CORP. |
| To: | |
| Shared Package | |
| ML17261A832 | List: |
| References | |
| EWR-3296, NUDOCS 8902060089 | |
| Download: ML17261A834 (32) | |
Text
Design Analysis Ginna Station Structural Upgrade Program ROCHESTER GAS AND ELECTRIC CORPORATION 89 EAST AVENUE ROCHESTER, NEH YORK 14649 EWR 13296 Revision 0
January 19, 1989
- Prepared, By: Structural Engineering ill8' e
Reviewed. By: St uctural Engin ing Date Approved By:
Manager, Structural ngi eering
~/~sq Date 89020~0 K 05000244 85'0125 PDR Aooc PDC P
Page i
IL p
't
REVISION STATUS SHEET Latest Rev.
Page Latest Rev.
Page Latest Rev.
0 0
0 6
0 0
0 0
10 0
13 0
esign Analysis EWR 53296 Page ii Revision 0
January 19, 1989
0
Desi Anal sis 1.0 Ob 'ctive 2.0 2.1 2.2 3.0 3.1 The purpose of this calculation is to assess the impact on the seismic analysis that was performed for Ginna Station due to the modifications that were installed for the Structural Upgrade Program.
Desi n In uts Design Analysis, EWR I3296, Revision 1, May 22, 1987.
Safety Analysis, EWR I3296, Revision 0, May 22, 1987.
Referenced Documents Gilbert Associates, Inc. Report "Seismic Upgrade Program'Auxiliary Structures Seismic Analysis - May 15, 1980".
3.2 4.0 RG&E drawing I33013-1641, "Structural Upgrade Program Auxiliary Building North Wall".
Assum tions 5.0 Listed as made.
See Body.
Com uter Codes None.
6.0 7.0
~Anal sis See Body.
Results See Conclusions at. the end of analysis.
LAS/A009 Design Analysis EWR 13296 Page 1
Revision 0
January 19, 1989
I' It
ROCHESTER GAS AND ELECTRIC CORPORATION ENG.
0EPT.
sTAT'IDN:
Q, /~jl/g 57+ 7/O'+
Jos: 57PUC'7>/Z)ji C g~/-'Apg r= ~>
~
~8 rd DATE: /Z/1 '/PPZ MAOE SV: g Qg 42 ~ 33 PAGE
~ OF CK:
ywz spz u'c7c g~L c pr"/~DE' o~
C xyZZmZ C=nrc/XoNez>7>
<.ADS
/Zvcc uED HuSZ/l/C8 7 /C 4'S' o
S~We cF 7+~ /MIN'7+6C TUBA/- Z/.F<8h'7 S.
Sf ~dr/ /r8/-8 y, ZgZ ~c~rF/'eaT/un 5
wZZZ r~aOZ. rue'r~a cZc/'rs oE 7h'z H8'ro' 4807 coo srs7 dF Ec-.wctu/zc'dD c'dwd/. Fr<-
)~wca~ cXA>< Anra Srnazz- 'r-awry/4 7puss TypE sygucp r/gpss s7zzr
/=gals rr/g We~u vZ C/2802 Tree-WcPrg/cd'/dh5 7>
7h'E
$ 7I? 6 C 7 UEZ THAN W-'-fc'~" W848 C OnrS/ S'gC-.-5 db duC HC. r-gp 57/ZE//67k'Ear'/h $
0/=
H</w8'RaM/3L-/
cc nrA'~~7rdtv'5 HwP Zi'A'drool'~PC ~=.
7 fptcRz woo/5/cR7roe'5 urdfgc 85'~r zo~
Pgr~&'Y'C'rS~rZ5 s'TEc-.e'5 7f. ='Nrr/5 d+
/sD 4',9/rI/ cr 7sesrOA
/=~art/CPS g~ r=rxp4 75 5 7NeeG 7h'C A'WS uF
<'~nP/2C=5S/>~/I/
+84A6E5
~/= v-nr&/~6 z-c~r 7~nr7-5 Cc r~rjI/ZC7/urIr5 Srr-'c=-~r~~~rA'5 Or
>C./P 8/I/~CE
+O/I, rI/'
C Trdh/5 r O
/4'C,~C.AS H,tj<
7'zero)erzr'~ -u~ 'aFr i p p
C
(,
h Q
0
ROCHESTER GAS AND ELECTRIC CORPORATION ENG.
OEP T.
STATION: Q'/gg)g
$7+
7@y'zzucr~l.
AL PPGg88b OATE: /2/g$/IJ p MAOE BY: / g5 PAGE 2 OF CK:
Z/Z O~ rests~
ZVI/CR/
WC'4r~ri~e'o eo 7 w~reX vvvs uvexa/ ~
Burr pius 5: /F+/Irb SZ 5/ag~
7H< Y RRE pc lTE 40 CR L,) Z-C P',
Fk'e PR/~8 g P' 8 jE/284
/08D A ES/Srrn/6 C.u<F dPZe'7~
E~P raE S'0'pEl25 /RUC76'gE 8P~
CIPGSS CS/ZH CE5 4.4W 7 EP rwguucHou7 7h'a pu/CD/&6. cE~ss
/3p8crivc tu'gs A'o7 ~oprp/E4 4Y 78L=sE
~~fCaa Ho~ E <~IZ HAPP (7/PA'8L O'8/6/(7 &/855)
F45 HODL O
~
Cc PN'EE rHE f~Pp) T)~e'8L.
vere'7 lan Or /4f>8L ~~=rCH'7S dSa'g )4 '>f5/ /"
8'Fg+ZEA < Z glpf/If'5 S'E/567) 0 Pl(o/=Er9H - HuA'~/aRy SQ'uc7uE 5E/Sr //c AAazysrs 25/P 5
~jP/5//I/AL /YCOEZ. (5'7 SEE.)
NC. /6'87'S Bu/t.a/rv C Ma/6'h'7
-SEg tl(d E' uR'8/A, E'uX'/L/8g Y
/~TENDED/ATE f4o
//8 v HCng r'7Z 94o w5'53 Z8o
>z o~
r
ROCHESTER GAS AND ELECTRIC CORPORATION ENG.
DEPT.
STATION: Q/+~+
5'7P 7
/gpss 57guC7g, g/
OP6g8g~
+~X 3P.)g CK:
MADE BY:
DATE: /./Pg gg PAGE ~
OF boa/7/o A'4-5 7~v'C y C=E CGA'7 C'h'HW6Z =
'/3Zco <r'>og gc, Bz
/,/ Fo 7,+ps sp7HLc eH//t/CE'o 7
sc FF/d//=A'7 70 I'LL 7zf(
< A'E./Tulsa/n/6 8'ESPofdS='
on~ Y
~A'~ woor+Z~r9/!~e' THE r Eo5lQg h'45
/.ZS6 C7-EL> ie 5 7/%PA'~55 g+r9A'ed (~EH gur6 99~/ 3- /b.4/).
- hJS m~g//-/CRT/c rV'CCu+S'r 7HZ /I/Creg b'~l/
uz rz~ Eu'Nr//88k'3@//n/e5.
PPE GR(6'E 4/I/D
/2C-. VIS6 L3 ~ZS /4 hlS R'lC
~ho.~w are 7h'I'= /- '<
'u/rv G PHCZS mH/c'H 58O W rP/I/'8/ Y77dh'L-S7/C-SS 67DOad ~
&4c~.
7/VE'SR8cZD /MY //v gad 57-/owl HC75
/A r HE EH$ 7-- CCr~-5 7 DDP=C P ra/I/'.
/A
~~~P 8 7u Paragm//I/~
Ta~
/n HZu~nrda OF'/~~
r< ~a@,> '87 r'C'/I/ ~='-2
<O<l-~ur'A'5 7rgg gp/~L
/= ~"
~ pk gA'-
- 1. / zr zr,'M IA'/= 7-PE Dgfc /A'gQ s/-/~W/t/~=SS
~P
~P~
4~~u /are Y'3~/4g
/I/'5'Al Pg~~
CAS7- ~lS/ P/NC7/O
P l~
4 I II
s~ 8/0 W
N N
~r
~s W 0
0
~e M
~0
~8 HW 0
M W
W S~M W
W W
-guF 35 AiB NORTH. MALL BRAGE ORIGINAL DESIGN 3
4
c'
,II l'
'z p'
1 LITLE STIFFNESS Cl IGNI.'E AIN BLDG NQRTI I 4lALL BRACING QRIGII'IAL DESIGN NODAI..
I"-'QJl IT I..QCATI(".I'I Q
v "<'"-
49'j
,g.aw
. F08 i"i i",)
NATERIi'l, I-IiQI-ER TIES,>AE6 lI.<>E(
BFAN TYPE 1 24.98 1 72~ 225 CGNI IEC I 1
ra
=
CGI INECT
'I Q BEAI"i TYPF.
1 ~r.l2 1 238 19.8 CONNECT 4 TQ CGMI'qE~
5 T'O 6 BEAI"I TYPE 1
19.,>
1 12'ELEASF V,t'>
f COI'INECT 2 IQ 5 BEAI'4 TYPE 1
4.$ 4 t 88.2 2.25 REI EASE V.II CONNECT
~
TQ 4 BEAN TYPE 1 4.8 1 17.4 6.~
RELEASE V.N
< CONNiECT 1
TO 5
BEAN TYPE 1-4.8 1 17,4 6.a RELEASE V.id CQNNiECT 2 TO 6 BEAN TYPE 1 4.8 1 17.4 6.~
PELEASE V,IiI ECT 2 TO TYPE 1 4.8 1 17.4 6-~
Rh..
ASF V.'A OQNNI:-CT 5 TO 5
ZERO l RX 1
THROUGH 6 RY 'HR'.)UGH 6
(.) (l. >
~p()(b( i ELINIHATE El'JD DEF II'liTIQN
Sr, 0
r
'ps I
NSC/nai 2
P 90<2 1
STIFFNESS CIIAIlr3E AUX HLDC IIQRTfl NAI L BRACING QRI6lNAL DESIGI'I S"I'AT'(C
-'~NF'LYSIS GU>BCASE NO.
1 APPLIEP.
I=ORCES NODE DIR vALUE NODE D1R VALISE I'jQDF DIR VALUE x
T
>.&0(>E (-( >(I STA I'JC "NALYSIS SI,(>.'I: ASE N!3.
1 DISPLACEI1ENTS I.IODE 2
Cg 6
Y TR+~e>',('>(
>>>(~g - (),I
'.578:.E-02 6.0~42E-02 7.0060E-02
'"")p2)E-02 O.OOOOE-v1 Y
rRAIIS 0.(,)(jOgE-(,.>1 4.*04iE-0 '~
5.28 i~E-0 ~
-1.1>68E-O2 O.OOOOE-01 Z TRANS OOA(.>OE-0$
(.>.QOOOE-0 j, A.(>(')OOE-Ai 0 OOAOE-01 O.OOOOE-Oi 0.0vOOE-Oi X
RCI (g.OAO('.>E-01 O.OOA(.>E-Ai O.OOvOE-v1 A.OAAAE-Aj.
OOOOOE-( >1 0.000(.>E-.01 T
Y ROT Z
ROT 0.000()E-01
-1.2247E-OQ O.OOOOE-O1 -1.226~iE-04 vOAOOE-01 -1.228'iE-04 AAOOOE-01 -j.87.>iE-04 O.OOOOE-01 -1.0847E-04 0 OO(>OE-Oi -i.j.856E-04
t~,
~k 0
0 li
ACB NOTH MALL BRACE klLRIF'IED 9 ESIGN isa r4 aVV ala M
~V a
VV a
VVa a
W W
VV Ia VV VVa VV vva
~ a
~s a
g~ 9'5 a r a
~V vr aVr ao Vr PA a )
a
<Js.'~
a a
P goe V,
'V, VV
C
~
pl
Tl'1 LE STIFFNESS CHANGF AUX BLDG NORT) i llALL BRACING NQDIFIED DESIGN NODAL POINT LOCATION 1
'1 0 0 0 2 0 29
~
0 92 0 4
492 0
5 292 0 6 208 0 0 7 567 221 0
8 427 148 0 9 -28 264 0
NATERIAL PROPERT BEAN TYPE 1 24.98 CONNECT 1
TQ 2 CONNECT 2 TO BEAN TYPE 1 9.12 CONNECT 4 TQ 5 CONNECT 5 TO 6 BEAN TYPE 1 10.Z RELEASE V,W CONNECT 2 TQ 5
BEAN TYPE 1 4.14 RELEASE V,W CONNECT v TO 4 BEAN TYPE 1 8.5 RELEASE V.W CONNECT 1
TO 5 BEAN TYPE 1 4.8 REl EASE V,W CT 2 TO 6 TYPE 1 8.5 RELEASE V,W CONNECT 2 TQ BEAN TYPE 1 8.5 RELEASE V,W CONNECT Z TQ 5 BEAN TYPE 1 v.6 RELEASE V
CONNECT 5
TQ 7 BEAN TYPE 1 3.6 RELEASE V
CONNECT 8 TO 7 BEAN TYPE 1 9.5 RELEASE V
CONNECT 2 TO ZERO li RX 1
THROUGH 9 RY 1
THROUGH IES 30E6 11 1 72~ 2~5 1 2~8 19.8 1 126 4~
1 88.2 2.25 42.6 1,26.6 42.6 1 26.6 1 26.6 42.6 42.6 1 26.6 1 8.22 8.22 1 8.22 8.22 1 34.6 26.2
~6E6 0 0.. ~6000 ELININATE END DEFINITION
h
STIFFl'ESS Cl IAl'lHE AUY, BLDG Nl3F Hl NAl L BRACING t'SMFIED DESIGN T
WODE DIR v,
T VALlJE t lUDE D!R 1,000E l 04 STATIC AiPALY )IS SUBCASL I'IQ.
APr-LIED FORCES 4'-'iLUE NODE DIR
'v'ALtJE STATIC Al'ALYSIS SUBCASE tdQ.
'ISPLACEi ENTS i4QDE 1
X TRANS O.OOOOE-ol 1 7 P6F 02 27018E-A~
~.6649E-02 1.2714E-02 O.OOOOE-Oi 1.4164F-02 O.OOOOE-01 2.0607E-02 V TRAl'lS O.OOOVE-Ol
- i. i48'PE-V.~
., 4.018~F-O.~
-7.1921E-O~
-4.291 "E-Oa O.OOOOE-O1 3.7888E-O~
O.OOOOE-01 O,OOOOE Ol, rPAtlS O.OOOOE -i"1 O.OOOOE-01 00000E-01 O.OOOOE-O1 O.OOOOE-Ol O.OOOOE-ol, v.ooooE-01 O.ovooE-01 Q.OOOOF-oi R<JT RQT 7.
ROT 0.000<'>E-vi 0 OOA(i 0$
8 'v8E O.OOOOE-O1 Ooor }OE-Oi -<.882."E-06 O.OOOOE-oi O.OOOOE-ol -6.7978E-05 O.OOOOE-01 v,OOOOE-01
-1,065<yE-04 0.0000E-oi 0.0000E-01
-2.8471E-05 O.OOOOE-Oi O.OOOOE-01 -5.=.048E-05 O.OOOOE-01 O.OOOOE-01 1.54=3E-07 O.OOOOE-01 O.OOOOE-oi -2.li97E-04 O.OOOOE-01 O.OOOOE-Oi 1.8~ i"'E-04
l 17 I
ROCHESTER GAS AND ELECTRIC CORPORATION ENG.
DEPT.
STATION:
g I4h/jg 57+ P/g /(
DATE: /2/Zgjgg PAGE /+ OF
~O8: 57Hz CFuEA'Z u/ SAWPd EWR BZ~C MAOE >:
CK:
Z. PeZEdWr4~
~/i= C48rv 6 8'!H/s svrr--~~cps DvE 7d 7)/a'oo//=/CW roc e'.
P67agm/w&
rhea /&re CZH7 Ch'HuCE=
-/A 77HZ' unlPRME&7g/
S>~.orec p'w r/Z~
a'ua.ure4 CR>Q
<EF, /O'FG'8%87/4'/I/'S VWA.enr ra~
"WUk/4/8/0P s T Roc puRZ5 5~/sw/d 8n/'R ~ Ys)s ZArc'5'lz 7HC 8'c X, 8SDC SrZ.
/S )PCPRESrnrrEp rsY 7 ma auege0
&85srzze paF sd)s&/c rYduE~.
~E/@pe oF Low 8'~o5
= 940 EBS p.-uuaS p-HeeEecÃ87A ~
op ypz corn
~oop' O'. $ 73@
H8p; E-e o/sPzwcEn4ee7 c F FBE dc~ Boa/
= 0,452 uy E-kV S7IFFND"SS gP THE
(~~
py(
q~~)
/D~ Re~~
ALR
$ g jfl/
= Z+V.~r~
p ~
'I vg II 0
I'
~l
~DE ROCHESTER GAS AND ELECTRIC CORPORATION ENG.
DEPT.
STAT I ON: $ /P/+8 S7/ 7I 0 JI/
~ 2 ~ 33 DATE: /2/jfj$g PAGE // OF JOB:
~ 7+~+74r+Pg g/ ~g fP40+
Kloof/
'GP 8 'P 6 MADE BY: f 4 S CK:
W+-/SHr oF 7AE h'/Gld Euo<
= E5 9 E-W 88CEZEE87/C hl dg 7"/I'Z h'P 6H WRx E-w P/5Pz8cEzzu7
~~ rA'Z a'(Se'oor-
= d.4'88 iu z-w srissezss os rar
~/6h'Gdg' d.49/ i~
f30 +i zk'c' 397+ <ZAN PEi EE&iA'D 5TI/PNZ55 CHrP/IVS 9 PuF 7a MoOi~~ea7foe (HEFp g 7o t /Vd'7EESS Haf) EZ HAQ ou7 u7 )
0/?lGrNAL, ~a 5I6hl 8PPL(
8 cdHD
= /0 8 hapl 4
OISpc AcEMEA'7
= 0. 4'0
/nl I~o
=
I + /
E'7DQAW " l49
~thl
pO
ROCHESTER GAS AND ELECTRIC CORPORATION ENG.
DEPT.
STATION:
JDD: Syg>CT~gyg g~ggAPZ Hhr/ SZ ~<
DATE: /g/g'P/gg MADE DV. Z4S 42 33 PAGE /2 OF CK:
IShe Appz<ZD ldRP
=1C' A'>4'+ 4 k'ISeuCEHEiV'7
= d.>>7 IN
= /D //o. o57;// = 270 /////
5 7/i=FIVE'55 8 A'h'N4~
&77
= ze.
egypt
- 2. 77 e/~
(cz7~ yz7)
/,Say i>>p 2 <<
=/'.
9g-z. 77 k'/oo/n
= 7 Fo
~
7 7H/s s~AQ c c'4'4 A'5E !Al'A'Fgu>A'CY
/5 coNs JEER HD Nd r S(Se~ei c8 uir rsz'c8dsE
) 7
/~ w-:-'~
cw TAN'h'~
ROCHESTER GAS ANO ELECTRIC CORPORATION ENG.
OEP T.
STATION:
(g /Q~fP Jo8: S7kuC TuNHL.
C +G~APD C-:ag 3'2Nd OATE: fR//g$
MAOE 8Y: 4 Q5 4R 33 PAGE /Z OF CK:
/Z&08D r9HA'O/A'6 ~ulnae/4 E WcA2 ec=szonrss sl versa {-'is0 3 se7-i 4'4 T8 /<
C/5~+'5 PE5 0'g 47' 86'/DC 5 gAD Cv ZCC u /7h/A'HC70%$ dP
/'4wHaa~7 /A'NY wra~c7uAAL OK Cam/ urus-.~7-OES/6A'.
4