ML17261A834: Difference between revisions

From kanterella
Jump to navigation Jump to search
(Created page by program invented by StriderTol)
(StriderTol Bot change)
 
Line 2: Line 2:
| number = ML17261A834
| number = ML17261A834
| issue date = 01/24/1989
| issue date = 01/24/1989
| title = Rev 0 to, Design Analysis Ginna Station Structural Upgrade Program.
| title = Rev 0 to, Design Analysis Ginna Station Structural Upgrade Program
| author name = Sucheshi L
| author name = Sucheshi L
| author affiliation = ROCHESTER GAS & ELECTRIC CORP.
| author affiliation = ROCHESTER GAS & ELECTRIC CORP.
Line 17: Line 17:


=Text=
=Text=
{{#Wiki_filter: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:
{{#Wiki_filter:Design Analysis Ginna Station Structural Upgrade Program ROCHESTER GAS AND ELECTRIC CORPORATION 89 EAST AVENUE ROCHESTER, NEH YORK 14649 EWR 13296 Revision 0
Structural Engineering ille 8'
January 19, 1989
Reviewed. By:
: Prepared, By: Structural Engineering ill8' e
St uctural Engin     ing             Date Approved By:     '                                  ~/~sq Manager, Structural   ngi eering     Date Page  i 89020~0 K 85'0125 PDR   Aooc 05000244 PDC P
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


    't IL p
IL p
't


REVISION STATUS SHEET Latest              Latest                    Latest Rev. Page         Rev.           Page       Rev.
REVISION STATUS SHEET Latest Rev.
Page Latest Rev.
Page Latest Rev.
0 0
0 0
0 6             0 0
0 6
0 0
0 0
10             0 0
0 0
13 esign Analysis                                 Revision EWR 53296 Page ii       January 19, 1989 0
10 0
13 0
esign Analysis EWR 53296 Page ii Revision 0
January 19, 1989
 
0


0 Desi     Anal sis 1.0       Ob 'ctive 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 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.
2.0      Desi n In uts 2.1      Design Analysis,   EWR   I3296, Revision 1, May 22, 1987.
Desi n In uts Design Analysis, EWR I3296, Revision 1, May 22, 1987.
2.2      Safety Analysis,   EWR   I3296, Revision 0, May 22, 1987.
Safety Analysis, EWR I3296, Revision 0, May 22, 1987.
3.0      Referenced Documents 3.1      Gilbert Associates, Inc. Report "Seismic Upgrade Program'Auxiliary Structures Seismic Analysis - May 15, 1980".
Referenced Documents Gilbert Associates, Inc. Report "Seismic Upgrade Program'Auxiliary Structures Seismic Analysis - May 15, 1980".
3.2       RG&E   drawing I33013-1641, "Structural   Upgrade Program Auxiliary Building North Wall".
3.2 4.0 RG&E drawing I33013-1641, "Structural Upgrade Program Auxiliary Building North Wall".
4.0       Assum tions Listed as made. See Body.
Assum tions 5.0 Listed as made.
5.0      Com uter Codes None.
See Body.
6.0       ~Anal sis See Body.
Com uter Codes None.
7.0      Results See   Conclusions at. the end of analysis.
6.0 7.0
LAS/A009 Design Analysis                                             Revision 0 Page 1 EWR 13296                                          January 19, 1989
~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
I' It


ROCHESTER GAS AND ELECTRIC CORPORATION 42 ~ 33 ENG. 0EPT. sTAT'IDN: Q, /~jl/g 57+ 7/O'+                       DATE:  /Z/1 '/PPZ      PAGE  ~  OF Jos: 57PUC'7>/Z)ji       C g~/-'Apg           r= ~> ~ ~8 rd       MAOE SV: g Qg               CK:
ROCHESTER GAS AND ELECTRIC CORPORATION ENG.
ywz spz u'c7c g~L c pr" /~DE' o~ C xyZZmZ C=nrc/XoNez>7>                                   <.ADS
0EPT.
          /Zvcc uED HuSZ/l/C8 7 /C 4'S'                     o S~We cF 7+~ /MIN'7+6 C TUBA/- Z/.F<8h'7 S. Sf ~dr/ /r 8/-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<- )~wc a~ 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
sTAT'IDN:
              $ 7I? 6 C 7 UEZ THAN W-'-fc'~" W84 8 C OnrS/ S'gC-.-5 db duC HC. r-gp 57/ZE//67k'Ear'/h $ 0/=
Q, /~jl/g 57+ 7/O'+
H</w 8'R''aM/3L-/ cc nrA'~~7rdtv'5 H wP Zi'A'drool'~PC ~=.
Jos: 57PUC'7>/Z)ji C g~/-'Apg r= ~>
7 fptcRz woo/5/cR7roe'5               urdfgc     85'~r zo~
~
Pgr~&'Y'C'rS~rZ5 s'TEc-.e'5 7f. ='N rr/5         7sesrOA        /=~art/CPS d+ /sD 4',9/rI/ cr     g~ r=rxp4 75 5 7NeeG 7h'C A'WS uF <'~nP/2C=5S/>~/I/
~8 rd DATE: /Z/1 '/PPZ MAOE SV: g Qg 42 ~ 33 PAGE
                                  +84A6E5 ~/= v-nr&/~6 z-c~r 7~nr7-5 Cc r~r jI/ZC7/urIr5 Srr-'c=-~r~~~rA'5 Or >C./P 8/I/~CE
~ OF CK:
                                    +O/I, rI/' C Trdh/5     r O /4'C,~C.AS         H,tj <
ywz spz u'c7c g~L c pr"/~DE' o~
7'zero)erzr'~ -u~         'aFr i       pp
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'R''aM/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
C
Line 60: Line 99:
0
0


ROCHESTER GAS AND ELECTRIC CORPORATION ENG. OEP T. STATION: Q'/gg)g $ 7+                                                 OATE: /2/g$ /IJ p     PAGE  2  OF AL PPGg88b 7@y'zzucr~l.
ROCHESTER GAS AND ELECTRIC CORPORATION ENG.
MAOE BY: / g5               CK:
OEP T.
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 l TE 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
STATION: Q'/gg)g
                  /3p8crivc tu'gs A'o7 ~oprp/E4 4 Y 78L=sE
$7+
                  ~~fCaa Ho~ E <~IZ                     HAPP (7/PA'8L                 O'8/6/(7 &/855)
7@y'zzucr~l.
F45         HODL O                 ~
AL PPGg88b OATE: /2/g$/IJ p MAOE BY: / g5 PAGE 2 OF CK:
Cc PN'EE rHE                           f~P p) T)~e'8L.                   vere'7 lan dSa'g )4                       '>f5/ /"
Z/Z O~ rests~
Or /4f>8L ~~=rCH'7S 8'Fg+ZEA < Z                 glpf/If'5     S'E/567) 0 Pl(o/=Er9H HuA'~/aRy SQ'uc7uE                               5 5E/Sr //c AAazysrs 25/P
ZVI/CR/
                  ~jP/5//I/AL /YCOEZ. (5'7 SEE.) NC. /6'87'S Bu/t. a/rv C                               Ma/6'h'7
WC'4r~ri~e'o eo 7 w~reX vvvs uvexa/ ~
                  -SEg tl(d E'                                   f4o uR'8/A,                               //8 v HCng r'7Z gY E'uX'/L/8 94o w5'53
Burr pius 5: /F+/Irb SZ 5/ag~
                  /~TENDED/ATE                                 Z8o
7H< Y RRE pc lTE 40 CR L,) Z-C P',
                                                              >z   o~
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
r
                                        /gpss ENG. DEPT. STATION: Q/+~+ 5'7P       7                                 DATE:  / ./Pg gg                  PAGE  ~  OF 57guC7g,   g/ OP6g8g~               +~X     3P.)g               MADE BY:                               CK:
 
boa/7/o A'4-5 7~v'C y gc,'/3Zco    Bz        I'LL C=E     CGA'7         C'h'HW6Z =                             <r'>o      g
ROCHESTER GAS AND ELECTRIC CORPORATION ENG.
                                                                        /,/ Fo 7,+ps     sp7HLc     eH//t/CE'o 7 sc FF/d//=A'7 70                                 7 zf(
DEPT.
                                          < A'E ./Tulsa/n/6                   8'ESPofdS='
STATION: Q/+~+
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/).
5'7P 7
                ;hJS   m~ g//-/CRT/c rV'CC            u+S'r                 7HZ /I/Creg uz rz~ Eu'Nr//88k'3@//n/e5. PPE                                         b'~l/
/gpss 57guC7g, g/
GR(6'E 4/I/D /2C-. VIS 6 L3 ~ZS /4 hlS R'lC
OP6g8g~
                ~ho.~w are 7h'I'= /- '< 'u/rv G PHCZS mH/c'H 58O W rP/I/'8/ Y77dh'L- S7/C-SS 67DOad ~
+~X 3P.)g CK:
                  &4c~.
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
7/VE'SR8cZD /MY //v gad 57-/owl HC75
                  /A     r HE EH$ 7-- CCr~-5 7 DDP=C P ra/I/'. /A
/A r HE EH$ 7-- CCr~-5 7 DDP=C P ra/I/'.
                    ~~~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'-       ~
/A
: 1. / zr zr,'M IA'/=       7-PE     Dgfc /A'gQ s/-/~W/t/~=SS         ~P ~P~ 4~~u /are
~~~P 8 7u Paragm//I/~
                                        /I/'5'Al       Pg~~           CAS7- ~lS/ P/NC7/O Y'3~/4g
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~
P l~
4 I II
4 I II


AiB NORTH. MALL BRAGE                ORIGINAL DESIGN 3            s~     8/0                             4 N                                         NW
s~ 8/0 W
                ~r
N N
                      ~s W 0   ~ e0 M
~r
                ~ 0             ~8 HW 0                           M W                               W S~
~s W 0
MW W                                           W
0
                -guF 35
~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'
c'
  ,II l' 'z p'
,II l'
'z p'


1 LITLE       STIFFNESS Cl IGNI.'E AIN BLDG NQRTI I 4lALL BRACING QRIGII'IAL DESIGN NODAI..       I"-'Q Jl  IT I..QCATI(".I'I Q
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 "<'"-
v "<'"-
49'j
49'j
                ,g.aw
,g.aw
      . F08     i"i i",)
. F08 i"i i",)
NATERIi'l,             I- IiQI- ER TIES,>AE6           lI.<>E( (.) (l. > ~p()(b( i BFAN TYPE                 1   24.98   1         72~ 225 CGNI IEC I 1 ra =
NATERIi'l, I-IiQI-ER TIES,>AE6 lI.<>E(
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 V,t'>               12'ELEASF 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.~
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
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.~
< CONNiECT 1
PELEASE V,IiI ECT 2 TO TYPE 1 4.8           1 17.4 6-~
TO 5
Rh.. ASF V.'A OQNNI:-CT 5 TO 5 ZERO l RX 1 THROUGH 6 RY 'HR'.)UGH 6 ELINIHATE El'JD DEF II'liTIQN
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


0 Sr, r
Sr, 0
'ps .
r
I
'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       Y                                Y rRAIIS            Z TRANS            X RCI T          Y ROT          Z ROT TR+~e>',('>(
NSC/nai 2
                >>>(~g         - (),I 0.(,)(jOgE-(,.>1       OOA(.>OE-0$  (g.OAO('.>E-01    0.000()E-01 -1.2247E-OQ 2      '.578:.E-02                  4.*04i E-0 '~ (.>. QOOOE-0 j, O.OOA(.>E-Ai O.OOOOE-O1 -1.226~iE-04 6.0~42E-02                    5.28 i~E-0 ~ A.(>(')OOE-Ai O.OOvOE-v1 vOAOOE-01 -1.228'iE-04 7.0060E-02                                          0 OOAOE-01    A.OAAAE-Aj. AAOOOE-01        -j.87.>iE-04 Cg    '"") p2)E-02 -1.1>68E-O2                          O.OOOOE-Oi    OOOOOE-(    >1 O.OOOOE-01   -1.0847E-04 6    O.OOOOE-v1                  O.OOOOE-01             0.0vOOE-Oi      0.000(.>E-.01    0 OO(>OE-Oi -i.j.856E-04
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~,
t~,
~ k 0
~k 0
0 li
0 li


ACB NOTH MALL BRACE                                 klLRIF'IED 9 ESIGN isa         r4 aVV ala
ACB NOTH MALL BRACE klLRIF'IED 9 ESIGN isa r4 aVV ala M
      ~V aM VV a
~V a
VVa W Wa VV Ia VV VVa VV vva
VV a
    ~a                                                   ~s a
VVa a
g~ 9'5 P
W W
a r
VV Ia VV VVa VV vva
goe a
~ a
            ~V vr aVr ao Vr V,
~s a
PA           'V, VV
g~ 9'5 a r a
          <Js    .'~)   a              a a
~V vr aVr ao Vr PA a )
a
a
<Js.'~
a a
P goe V,
'V, VV


C
C
  ~
~
pl
pl


Tl'1 LE STIFFNESS CHANGF AUX BLDG NORT) i   llALL BRACING NQDIFIED DESIGN NODAL POINT LOCATION 1
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 ~
'1 0 0 0 2 0 29
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 IES 30E6    11 ~ 6E6 0 0.. ~6000 BEAN TYPE 1 24.98 1 72~ 2~5 CONNECT 1 TQ 2 CONNECT 2 TO BEAN TYPE 1 9.12 1 2~8 19.8 CONNECT 4 TQ 5 CONNECT 5 TO 6 BEAN TYPE 1 10.Z 1 126 4~
~
RELEASE V,W CONNECT 2 TQ 5 BEAN TYPE 1 4.14 1 88.2 2.25 RELEASE V,W CONNECT v TO 4 BEAN TYPE 1 8.5 1,26.6 42.6 RELEASE V.W CONNECT 1 TO 5 BEAN TYPE 1 4.8 1 26.6 42.6 REl EASE V,W CT 2 TO 6 TYPE 1 8.5 1 26.6 42.6 RELEASE V,W CONNECT 2 TQ BEAN TYPE 1 8.5   1 26.6 42.6 RELEASE V,W CONNECT Z TQ 5 BEAN TYPE 1 v.6   1 8.22 8.22 RELEASE V CONNECT 5 TQ 7 BEAN TYPE 1 3.6   1 8.22 8.22 RELEASE V CONNECT 8 TO 7 BEAN TYPE 1 9.5   1 34.6 26.2 RELEASE V CONNECT 2 TO ZERO   li RX 1 THROUGH 9 RY 1 THROUGH ELININATE END DEFINITION
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 T Hl NAl L BRACING t'SMFIED DESIGN STATIC    Ai PALY )IS    SUBCASL I'IQ.            APr-LIED FORCES VALlJE            t lUDE  D!R    4'-'iLUE      NODE    DIR    'v'ALtJE WODE    DIR v,  T    1,000E l 04 STATIC    Al'ALYSIS SUBCASE          tdQ.  'ISPLACEi ENTS i4QDE      X TRANS            V TRAl'lS          rPAtlS            R<JT              RQT          7. ROT 1  O.OOOOE-ol        O.OOOVE-Ol O.OOOOE -i"1 0.000<'>E-vi 0 OOA(i 0$ 8                'v8E 1 7  P6F 02      i. i48'PE-V.~ O.OOOOE-01        O.OOOOE-O1    Ooor }OE-Oi -<.882."E-06 27018E-A~ 4.018~F-O.~ 00000E-01 O.OOOOE-oi O.OOOOE-ol -6.7978E-05
h
        ~.6649E-02 -7.1921E-O~ O.OOOOE-O1 O.OOOOE-01 v,OOOOE-01 -1,065<yE-04 1.2714E-02 -4.291 "E-Oa O.OOOOE-Ol 0.0000E-oi 0.0000E-01 -2.8471E-05 O.OOOOE-Oi        O.OOOOE-O1      O.OOOOE-ol,    O.OOOOE-Oi    O.OOOOE-01 -5.=.048E-05 1.4164F-02        3.7888E-O~      v.ooooE-01      O.OOOOE-01    O.OOOOE-01      1.54=3E-07 O.OOOOE-01        O.OOOOE-01      O.ovooE-01      O.OOOOE-01    O.OOOOE-oi    -2.li97E-04 2.0607E-02 O,OOOOE Ol, Q.OOOOF-oi O.OOOOE-01 O.OOOOE-Oi 1.8~ i"'E-04


l 1
STIFFl'ESS Cl IAl'lHE AUY, BLDG Nl3F Hl NAl L BRACING t'SMFIED DESIGN T
7 I
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


ROCHESTER GAS AND ELECTRIC CORPORATION ENG. DEPT. STATION:   g I4h/jg     57+ P/g /(               DATE:             /2/Zgjgg           PAGE /+ OF
l 17 I
~O8: 57Hz CFuEA'Z         u/ SAWPd EWR             BZ~C     MAOE             >:                       CK:
 
Z. PeZEdWr4~ ~/i= C48rv 6 svrr--~~cps D vE 7d                     8'!H/s roc                        7)/a'oo//=/CW e'.
ROCHESTER GAS AND ELECTRIC CORPORATION ENG.
P67agm/w& rhea /&re                   CZH7 Ch'HuCE= -/A 77HZ'               unlPRME&7g/
DEPT.
S>~.orec p'w r/Z~ a'ua.ure4 CR>Q
STATION:
          <EF, /O'FG'8%87/4'/I/'S             VWA.enr ra~                       "WUk/4/8/0 P s T Roc puRZ5 5~/sw/d 8n/'R ~ Ys)s ZA rc'5'lz 7HC 8'c X, 8SDC         Sr''Z. corn/S )PCPRESrnrrEp rsY   7 ma auege0 &85srzze paF sd)s&/c rYduE~.
g I4h/jg 57+ P/g /(
                      ~E/@pe oF Low 8'~o5 = 940 EBS p.-uuaS p- HeeEec&#xc3;87A               ~
DATE: /2/Zgjgg PAGE /+ OF
op ypz                 ~oop'                     O'. $ 73@
~O8: 57Hz CFuEA'Z u/ SAWPd EWR BZ~C MAOE >:
H8p; E-e o/sPzwcEn4ee7 c F FBE dc~ Boa/                           = 0,452 uy E- kV S7IFFND"SS gP             THE                                     q~~)
CK:
(~~     py(
Z. PeZEdWr4~
                              /D~ Re~~                     ALR                         ,@ $ g jfl/
~/i= C48rv 6 8'!H/s svrr--~~cps DvE 7d 7)/a'oo//=/CW roc e'.
                                                                =               Z+V.~r~
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 Sr''Z.
/S )PCPRESrnrrEp rsY 7 ma auege0
&85srzze paF sd)s&/c rYduE~.
~E/@pe oF Low 8'~o5
= 940 EBS p.-uuaS p-HeeEec&#xc3;87A ~
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 ~
p ~
vg
'I vg II 0
  'I II 0
I'
I'


  ~ l
~l
~DE ROCHESTER GAS AND ELECTRIC CORPORATION
~DE ROCHESTER GAS AND ELECTRIC CORPORATION ENG.
                                                                                                          ~2 ~ 33 ENG. DEPT. STAT I ON: $ /P/+8 S7/ 7I 0 JI/                       DATE: /2/jfj$g         PAGE // OF JOB: ~ 7+~+74r+Pg         g/ ~g fP40+     Kloof/ 'GP 8 'P 6     MADE BY:   f4S              CK:
DEPT.
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
STAT I ON: $ /P/+8 S7/ 7I 0 JI/
                                      ~~ rA'Z a'(Se'oor-                       = d.4'88 iu z-w srissezss os rar
~ 2 ~ 33 DATE: /2/jfj$g PAGE // OF JOB:
                                            ~/6h'Gdg' d.49/ i~
~ 7+~+74r+Pg g/ ~g fP40+
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                         HA Q ou7 u7 )
Kloof/
0/?lGrNAL,     ~a 5 I6hl 8PPL( 8 cdHD               =   /0     8 hapl       4 OIS pc AcEMEA'7             = 0. 4'0 /nl I~o     =   I +   /       E'7DQAW     " l49 ~thl
'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


pO ROCHESTER GAS AND ELECTRIC CORPORATION 42 33 ENG. DEPT. STATION:                                                     DATE:  /g/g'P/gg      PAGE /2  OF JDD: Syg>CT~gyg       g~ggAPZ Hhr/           SZ ~<                     MADE DV. Z 4S          CK:
ROCHESTER GAS AND ELECTRIC CORPORATION ENG.
I She Appz<ZD       ldRP       =1C'                     A'>4'+ 4
DEPT.
                                                  = d.>>7k'ISeuCEHEiV'7 IN
STATION:
                                        = /D     //o. o57;//                     = 270 /////
JDD: Syg>CT~gyg g~ggAPZ Hhr/ SZ ~<
5 7/i=FIVE'5 5    8 A'h'N 4~
DATE: /g/g'P/gg MADE DV. Z4S 42 33 PAGE /2 OF CK:
                                      &77
IShe Appz<ZD ldRP
                        = ze.                     2. 77 e/~
=1C' A'>4'+ 4 k'ISeuCEHEiV'7
egypt (cz7~ yz7)
= d.>>7 IN
                                    /,Say   i>>p               2       <<   =/'.
= /D //o. o57;// = 270 /////
9g-z. 77 k'/oo/n           = 7 Fo
5 7/i=FIVE'55 8 A'h'N4~
                                                ~ 7 7H/s s~AQ c         c'4'4 A'5E   !Al'A'Fgu>A'CY
&77
                /5 coNs JEER HD Nd           r       S(Se~ei c8 uir rsz'c8dsE ) 7 /~ w-:-'~ cw TAN'h'~
= 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 4R 33 ENG. OEP T. STATION:   (g /Q~fP                               OATE:  f R//g$      PAGE  /Z OF Jo8: S7kuC TuNHL.         C +G~APD         C-:ag 3'2Nd       MAOE   8Y: 4 Q5           CK:
ROCHESTER GAS ANO ELECTRIC CORPORATION ENG.
                    /Z&08D r9HA'O/A'6 ~ulnae/4 E                         WcA2 ec=szonrss sl versa {-'is 0 3 se7-i 4'4 T8 /< C/5~+'5 PE5 0'g 47'                         86'/DC 5 gAD Cv ZCC u /7h/A'HC70%$ dP
OEP T.
                                  /'4wHaa~7 /A'NY wra~c7uAAL OK Cam/ urus-.~7- OES/6A'.
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}}
4}}

Latest revision as of 10:35, 8 January 2025

Rev 0 to, Design Analysis Ginna Station Structural Upgrade Program
ML17261A834
Person / Time
Site: Ginna Constellation icon.png
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