ML20087J334
| ML20087J334 | |
| Person / Time | |
|---|---|
| Site: | Oyster Creek |
| Issue date: | 01/31/1984 |
| From: | GENERAL PUBLIC UTILITIES CORP. |
| To: | |
| Shared Package | |
| ML20087J330 | List: |
| References | |
| TASK-03-02, TASK-3-2, TASK-RR NUDOCS 8403220155 | |
| Download: ML20087J334 (140) | |
Text
{{#Wiki_filter:v i l l l l TURBINE BUILDING TORNADO EVALUATION SEP TOPIC NO. III-2: WIND AND TORNADO LOADINGS
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BY Os GPU NUCLEAR CORPORATION i OYSTER CREEK NUCLEAR GENERATING STATION JANUARY, 1984 O 4 neare88)h P
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INTRODUCTION " l 10CFR50 (GDC 2), as implemented by Standard Review Plar. Sections 3.3.1 and 3.3.2 and Regulatory Guides 1.76 and 1.117, requires that the plant be designed to withstand the effects of natural phenomena such as wind and tornados. In January 1983, GPUN transmitted our tornado evaluation for the reactor l building entitled " Responses to NRC Questions for Topic III-2: Wind and Tornado Loadings". During the integrated assessment of the SEP Topic III-2, the NRC staff requested evaluation of the turbine building capacity and the effect of its failure on other structures (e.g., the control room). 1 The evaluation has recently been completed and the results are summarized - below. Calculation to support the results are given in Attachment I, II and III.
SUMMARY
OF RESULTS I. Turbine Building: Tornado Loading Based on the redundancy of the structure, a three dimensional analysis of the Turbine Building steel frame was performed. This permitted evaluation of the structural system first yield through to postulated failure. The weakest element in the steel frame system was dctermined to be the column anchor bolts. - The analysis for wind loading has indicated that anchor bolt overstress will first occur at 107 mph. This does not, however, endanger frame stability since the system is highly redundant and capable of sustaining substantial additional loading. At a wind velocity of 139 mph all anchor bolts would be expected to reach yield. Again, this does not signify frame failure since lateral deflection is still minimal and the systems are still structurally stable. At a wind velocity of about 158 mph, lateral deflection would have proceeded to a point where three steel frames are in contact with the Control Room /New Cable Spreading Room (NCSR) roof. At this point, the roof structure becomes a reaction point for three of the frames for additional wind loading. O At a wind velocity of about 212 mph, the first anchor bolt reaches ultimate strength. This is considered as a system failure since there will be a progressive anchor bolt failure and collapse of the steel structure. i
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l l l 2-
- O The wind load reaction at the Control Room /NCSR roof at 212 mph was i ' calculated to be lower than the lateral loads imposed by the OBE earthquake and therefore will not overstress the Control Room structure.
Based on the height of the steel structure with reference to grade, i impact analysis for a torndao driven utility pole was considered as : 1 possible over the bottom seven feet of the building columns. The l critical impact location would be at the base plate where the full energy 1
, of the impact must be absorbed by the anchor bolts. It was determined I i
that the anchor bolts do not have sufficient energy absorption capacity j to resist the impact and would shear upon impact. ! 1 Although able to induce base failure, the probability of a missile ! striking a column base is considered minimal. The subject missile, a I utility pole, is an object 13 1/2 inches in diameter traveling in the upper limits of its height envelope and must impact an object - approximately 12 inches wide to cause fa11ure. ' i Consequences of a frame lateral failure, whethere wind or missile induced have been evaluated and found to have no affect on safety related , structures. The collapse of the steel frames would potentially involve '; two targets of concern - the Control Room and the Reactor Building. These targets differ substantially in potential for impact and will be discussed separately. Three steel frames span over the Control Room and have the potential to impact it upon failure of the anchor bolts. As calculated for wind 4 induced failure, reaction of the frames on the Control Room would be well below the seismic capacity of the structure and would not cause structural distress. If the failure were induced by missile impact, it would be expected to occur after initial contact between the frames and. the Control Room had occurred and the loading pattern would be similar to wind induced failure. The second potential target for a laterally failed frame would be the ' Reactor Building. Based on the height of the steel frame, the separation between the frames and the Reactor Building, and assumin of all frame joints, confact with the Reactor Building (gconcrete pure rotation walls) is possible during frame collapse. However, prior to reaching the Reactor Building, the frame column would contact the Office Building roof spandrel and the point of rotation would be transferred from the co umn base to a point approximately 14 feet above the base. Working with this i new rotation point, the frame will not reach the Reactor Building and no j impact is considered possible. i
! The concrete portion of the Turbine Building has been reviewed and its structural capacity has been determined to be greater than the steel frames. No distress of the concrete portion of the structure is expected at loads beyond the capacity of the steel frame.
t l i
The ultimate depressurization capacity of the steel frame is 0.43 psi. This value is higher than the capacity of the siding 0.39 psi. Since the siding failure would precede frame overstress, there is no chance of the frame integrity being endangered by depressurization. II. Turbine Building: Wind Load Combinations All steel frame members, girts, purlins and decking were determined to be stressed below the allowable levels of NUREG 0800, Section 3.8.4 for combinations involving dead load, snow load and 80 mph wind load. For load combinations including dead, snow and wind loads, all concrete bearing meets the original design criteria which allowed a one-third increase in allowable stress for combinations including wind load. One setoriginal on of anchor bolts design showed minor overstress for one wind direction bas criteria. Using current HUREG 0800 allowable - stresses exceed the allowable values. stresses, nine sets of anchor Based on satisfactory results using the original design criteria, the steel structure is judged to be adequate to safely resist the applied loading. For the combination of dead load plus wind load, it has been determined O (J criteria at several coluncis and in one column, the ancho stressed beyond yield. yield on the stability of the steel structure, a three dimensionalIn ord analysis was stressed performed for a model with three sets of column anchor bolts to yield. From this analysis it was determined that the and will undergo small lateral deflections. structure will retain its s A review of the loadings imposed on concrete portions of the Turbine Building by wind loading has shown that the design is governed by required. basis earthquake and no additional wind load calculations are operating From the above analyses, it is judged that the Turbine Building can safely sustain load conditions which include 80 mph wind loading. (l
III. Turbine Building Roof: Wind Load Analysis The limiting elements in the roof assembly are the puriins. The safe sustainable wind velocity of the puriins is 134 mph based on allowable stress levels of NUREG 3.8.4. The roof deck and roof trusses have capacity for much higher wind velocities. Purlin failure will occur due to lateral buckling of the bottom flange which is unsupported when considering wind uplift loading. It is postulated that the purlin deflections from lateral buckling will cause failure of the roof deck /purlin connection and release the decking. The decking would be carried up and away from the Turbine Building which would relieve the purlins from further loading and stabilize their condition. The released decking would form tornado driven missiles which would be of small mass and of less consequence than missiles required for consideration by design codes. 4
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ATTACHMENT I TURBINE BUILDING: TORNADO LOADING 9
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- ns.5* w q '
(o(l35X@G2%O TP;/ l >l o A 'l x L43
-P. W4 (2 9tV-Io. cO = 4B.14
- M * -554.st(19D(.aut.@ - 5sio .# ,
e 2I p,45 % , 4.65:1 l Tsyy . .M 2 u s I.1% v~.g - 0
- f51 A 0 %I y.o.]ts dg 41itXt*n). .,.5(s " .~ ar. & e6 9 (e.'ft%X5)(/&&)
2,, (3/.are >6i) ~ 6)(l-=up - ./4f68*f<d.5'I"*,oOM,,,... .
Nuciccr cate.no.(*.M7.M..'@b-d SHEET NO. ../k. .. OF , SUBJECT . b. b..b.*.2...... . . 8225!.. e.7. . .. . . . . DATE...///a/#a ... COMP. BY/DATE .kd>,b
....}.0 @ b iblE .. O L Q 4r... b M cp.. C",A.@.ar.tTJ'...... ...
CHK'O. BY/DATE .M.b."[.. /.Sf. l D 1 a mrry = 14 lol HrH e.L A-S (c:M T o L' 3a.ru258 Fe A == =i u M W U W e= A ) AT lol MPH j awe @R acL T
- b eK Auo N e sTsess LavtaL g NUREG caco ee.cT 5 B t CHEcl<. ol + oept.essu&i7^ Tion .'
4'M
~
e 6o4M +21 -84 438 Td ., sQ 4 , l udg o.12 c- , y 2 o.63g, u o.0122G i b o.ig% as37 b, . ('s.1sY- I .1C 157 tY
- b. $s714Yo IW) . a f to"*'
(a 137)(5Xo.W) Nh '@)(1-o I299) N'G
&ckrRess > hth
/57.t.a/.L
+ In/,s.n s 1.lf8
~fnL Composews, i st. % 2.?
9 cef - 19 9
- JBIZ
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liWERloPP)
/,7f' g c g (,2 w Oo M ' serf =)
y t:sP x J,7 -O e, )c,3.,) . _ y8 -fif m s.(c$,Q - (Il86 s) =4.ll"m -2$c.3 AOOO 0016 e 2.s o
l Nuaiccr cate.no.d@.!,$ M.S.9- d . SHEET NO. . N. . . OF . .. SUBJECT..b .[ h. . ..
... . . . 9. . . .. .. DATE...(( .84,. . . ..
2.We...e4.p@...Them...Aeu.a. L COMP. EY/DATE kh
- g. .
CHK'D. BY/DATE Mb.E..lk.I 3 e: 1&fs. +21 - - l+s% " % -2222
-a.e yy 01u L- o MB n = f - 0 052 % b = o. ?2 % g , o k b%osX-22.1.A , 311. < d 2- ax.
(o$2sXsX0.WD k.: &l.70)(o.m'd ,. /. o2.c, < M7 ex (1)(/-o.22G) Tiy tee x6,> P- -
-Il.4s* <r H. S. - G . > h .tss4.2- 4.>> aiaco.O = -Wg.sw ,
Q e , M us +>;.
-II.42
-sil.f erg ..
n..u
- 0. b- Ls
- f33 k= o.o, BIG ); a o. '2218
= 6 fs G f, J t.1 * < M1 *
((o.it.1so(- 4asX,s)(= fss.) 12sD ' s f , (sSh(o nlD 1 I la s**' ( 3.s] "' . (9)(I-o.1u2) se -('u23On,o%l n 14+ AT e- 4 McHc4 mo'-T5 ReecH ' me P5i 'cE=PRessuRlt^T1 A u.c e u .E. LeMEL op Wugn=e ecco wT s, . - !U D i o l W 6 7 o" RE's15T mReiS40RimTioW C'o M.FO l t fex mF Ge T teSefcFE: AW tet- W ARE l4cr"eGGWy):+AI FoA, w:n-fat!. AWTpicAfPAHEAN_, s M LATio?J ooo oou ,,... (
NUSICOI CALC.NO.hlkf.![h./."'NN.~0f SH susaCT.SEE.ToBC. 01:2. . . . . . . . . .l81. . N2 f. .l; .y.7. . . . . . . . . . . . . . . o,EET NO i COMP. BY/DATE . .. [d3b.
'O. ..!.dMl@..bt.47.. ..[#$blA88CP . h.f!ha.tT.7'., . ... . ./kf CHK'D. BY/DATE M.kI .I.
e m:.4 eo w s F-5 p Wim i s oppe,i rE P'lWDN II C Mf"H dEE.L c c.)T T) Ce M Een % p o A) I+-EhKf.9% B T3.1 +(c A SX- 6 @ = && E' c H= GD .6 + ('2 9s)c -s297. o') : 9589.6 "" do 4s M L -i11 > M 7.47 94 3 off c82 9 . a .yx i. o l k la > y=a.ohb A.o.2,5f . s.fp [ . [G28)(J. old) 3. 32 6eN 35.L" cg (s fl5)(5,)(/ WLO) - [. (J2. 03/4AS43 (4)(l- 0.15f)
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M MustCCF CALC.NO.h .N.*/h[.". .9. " SHEET NO. . . . . . OF . .. . SU5 JECT. M .f...Y Q f.I.Ce... b .". .... ... . E . . 7 min. . A . .. DATE . . . .l f. [ .. COMP. BY/DATE . .. .D M>lbliii.. M C't...l M Gtm. b ? M .I.7.Y.. Card. BY/DATE ).U..lM/ D l l DE.MRMIME!: 455TA7)b of dp4E.R. Mel+=k /b'-T3 ' AT lANC @7 MPH No CEP #EFSS d41 L AT"! O e4N e.q / essf"' Av4 I(l+ cAA ~IC ) i NGf
/oI ? ^. f l. o + (/p. o er ]9.4
- f1 .: 6 l. I r (/J'2[.1)g(2.ya):2}B) 5%f,5a
21 Pa s t.9 + c->,%. 9 s 1. 2. " if = -274 4 + (MI2.0)(.2 )= 9.s) 951 8.5 . *,, .
- JoI i' s a f.2 + c 7.19)(1 1D < +I.b*
If. -f.P.5t (17.il9.aX113) s 1ssa e "* f*I f' Jf.5 F (-f,7)(1..Th e As. L M = -52.0 t (2HG.9X14% = Sub b',,
-O Set t' = ~II. ! > (-la. 2-)l> .46) .* AI.T tf2 -56'/.7 + ('sfy4 Q%9*)
- 22>>.o"'
7-I -P > c.1. t + c- &.5)(1 9s) - sa 9' Vf
,5u. + tcz)23. ?X.2. 73) - 1ca1 = . I ""
foi P= 70 'l + (-II. G W 43 =
%8*
M= -fet 1 1 (as$9 8) h. a.
.fs))
7oi1.o*" pi P - so. a* 1 M 4. -33..c + cert,.ik.9p =sa c,
) . ssas.?" + c-2.th ini P.= f07t-t-{2)(.a.9.h- 2 a. +
Eos4.'4,"
/f : 2/t.4 e (n49.JX.:.f0 -
l I AOOO 0018 : -so
M Nuciccr cAtc. sod./Al..M./.Wh.- %
.. 0,f ,l,d e,, h ,*,h ,, ,h, , , ,9, ,k, .. SHEET NO. . . fk. . . . OF . .h . . . . .
SUBJECT..h.
# . - - =
.DATE...l/.[3.I[O ....
COMP. BY/DATE ... .@.h Q ..).d86M.W-pe:r. w.ANooo.. .dh.e.T2'... . . cex o. By/o^rE 3.&T..I.2.jf.g 3 b>1s" d 47" ig e. > S41.9. 5 + .21 = ff. fs ' % a / Jab l 71.J ! Q a.4% i : I155 he .-g .a a.o71.21 k '
- 8/5 g o 5 k (19.sYI9aD G8%)(.5X1AMS) , 17ka* f. o.sa t **
M e : 7512,3 + 2/ .s ITn 7 * % = 31.1L
- t. a.
- a. f -
- 1. s. : loaG' v-=
- o.o S77 bs024* a
* .fz.0
/s,. l(f.2)/37.fA)35.Q
- dy /./81 * '
(o.fn.0)(3)(/ ca5)
~
bJo e. > 1[9 8 + 11 .: 2a f D
- 4/.3
% = 4. A* .
u) - * .f u L. : 124]o M *g > 0.*141 k'o.263 y 0 f4 So q$**d h I. 718 W
.d,(s(f/.JY4.3M9g)(sXlMfo$
(o 1 _., e= 7228.5 + > J = 2ll,4" */ol = 4 9<86
+s . I y g r ..f /.2563my-<.afs,b /e o.ut g o.fis 33.88
- fe,-/bbo%
k-(had(4.lo85) af/3MSX/.29*N 6el e i h.n.o + '2 l 2. p.9) %=4.4M i t., vf , o.f s. s ).vfbte M q: * .o$5% k
- 63GI- e.fla
}
f.(tt.1X+.no ss.n1* a I.m * (4 '//dY4X/af8G 13 d. = ~16 w I t 2 1 s 168,9'l8 55.s 3 8/d = 3.4sd t I. 656 M-sfg s o.p : e . core. k*e.270y0.fle
.)g -a41*Xsyl, ((Ss.3X3.fBL ass) .aN>l.*n*1*
So.To* AOOO 0010 a.a o
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M reuse ##( ~ CALC. nob .M.*.MD.@ / SHEET NO. . OF . l SUBJECT . . I N. . Q[.N. .N *. . . . . . . . . - '"
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... .............. DATE....!! l COMP. SY/DATE . ...!..........@[.h.D
[M .'M....I.eSt.4N.. M'ActT/... ... .. ... .. CHK'D. BY/DATE D.67...I.?f/.*fD O 2,f] e. a. M +2.1 cia */d = 4. 4 % 4g., e. >9 u.l.2sw mg o.aha k 0. w s g ,a.fis l Jc, < /.ls7 m h dk,4(f. (o.psXJ)(I.2574 444). ) , 21. q **
')3 e= s s s s.1 + 21 s 2 l. 1 */d + . %&,
Je . 8 u-fg.=a.qu i. s 1.1686 mg- a..fG35 k o.261 - o.7/3 L ae.811.ad = en" k . a 1h. ~ . (0 fiSM5Xi 2%) la
- e.. s.sA.s + u su 9e 2 7.+
m A.vh W L3 . Y7h i/I
- e C* 3 0.0 0 ed.$h a Qhhb
~# S. *h s Los & g, s Q.hhh (d.p/1)(J)(/.177h s
O AOOO 0014 a.a o
. . , . . ~ _ . . . . - , _ - - . . . _ . . . - . - - . . - . .
M ncc=r cAs.c.no.C4%/Et..[a2=.r.wij SH E ET N O. .N. . . . . . . O F . . . . , . . . , SUBJECT., N ..TNlb... .... . 7 . e"
... ..... .'. .. .... DATE......I.l. 3.[. .. .. .
h COMP. BY/DATE bi ... . Ob G. . .. , ()$ibthl.E...b%. .loF#46.M . W.L.TY.. .. CHK'D. BY/DATE D N...I.2-fl.'k) l.a y P .%. b d3.O(>$5 - hl' M B2 3 c(.240 . (a..)9a) Gia f./ "" 22 f P '. ?3. G + (-/s,1) D. 93) J4. ] " M ' 17 7 +(22GG. f) (2 4.'5) s G % 8.5# 33.8 P M - 91
- s. fi.2,2 2 e+(2aro.2.)c2..
d-1 0 (1..YS)ga)s 58 Y 7,94 3= a 42.2 P- 12. 2 r (-94)(19s - L t. I' H' - 157 81 (.2%. +%. .)% = '7440 8'" Gd f, f 5 7 e (-lo@(2..fa) s 6 2.? H 27o.6 + 0.ff5t)l213) = ]5b%l (,2 8 P- = 'fS.3t.(9.d(216)= lo s.'9 ' V\ 2GG 9 4 (24//.2)(2 95) s ] b bi.~1 * ,
'128 f=s' 91. 9 t (/o.G)(2 93) = ba . B" tvi 2898 + {22SG.f)(2.fs)
- G %.5I.\', (
tfg P: (1 (- 2. s )(2. 13) - 31.f H4 /9 f. 2 + (2o89 2)(2.'/3) - G315.G." " f2.8 f* (.2.. ): 54.'i ". M .s '7'2. ll6 4 r 3. GPa2.f (-51)f)(2. ) 5451.5"" Ind f' = 6* t + (-5.6X2 93 =
.5t.ak M- .2&s.1 + (/cfa. a)(2. 3) = 5 2 + 7 . s*"
O
~
AOOO 0016 s 2.s o s
l i Nuciccr cAtc. sos.-l$ol.15l.-642s..do j S"' sussect. ...SEP.. Ton.c. 1E .'d. ... ...l4.. 42:2I.I G., .... . o 1[ i." Z3)f': ., O ##** L<'" 8* *^ " ~ 4'' ' ' - COMP. BY/DATE b. 0/dk/.O
^' $n 'v'Wes !
- b. M " <4 -Sl' Ar . s.= # .
I2) e = 68 A+ I t ').I 2 In % % - c.oss W/ : L ' l. 8+! wlYj o.91. wf'O.0562 A E =
- 285 y0.f4 l s - tk iY2.o= 63 , IG.R b , o.].35" ca.fasXs oXI.ffD 221
. e Ant a ns , 213./7' *1'.! e 4. I 5 .
4+7 Hg sc Ja c. > I.uw m -f s.syfo A o.293 g = a.eie 4:6Mk+d) . a f.c & f a o .gn' w co MXsX!.2224
- 3g e. , lo% + e 2.l s 141 3 e/d3 9 74 STs.1 o.T> . i. = l.55G q ooth ko104 . o.1 v g d.,(a1)(sme . 2s.o#* d.. .ai s co fi>XSKI.SSG')
43,j, e- 74GG 8 4 '2l = 151 e 'S/cl = 2..co% de 4. l IA/g<o.72 i. : /. 5/B/ m , o.oiG2. k = 0 fG/ '
. f ( u .t h s .) , 2+.1&
$>o.me"yo//3 (a.f1.s)(.5X/ C/8/)
ig e. Mh.I au.1441o 9d . '2.115
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1 Qr b. Y a Ne$ 3 0 l (..il0(sMi.sf4 1 ACOO 0010 e s.a o I k
Nuaba 63 c,Lc, ,,,4,,M.?.$./.n?o.'- - oo e- cr..see. Tem..m .2.. . .......LAI...tu.G f.7... . . O l "*** "" '*
- I"*" Ac 't r - . c '"Z." $7" b?
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, (sn.nw. w s , s y ** < e a o.lf (o5ji g ( b)(l.s v $ '
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> i a ga o c441 ko%93,*Mr.
3
%,h - (54.Q2.CU. 1l,casi Q .
(o.yp)(sxi.c.eT) 15,v" h 2 e. lic,* lo3.t. e: 5241.5 + si 115.55 "/ol = 358 M.O
-o.91 2 s \ %s yn. =
. . s004lb ,t so.250 k , (54..oX3.413 . , 15.4:i8 5 froR(I
[e = e492 * (3 h! D)(!hhD I
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. . . ... . n./.
. . .3. .3 ....
COMP. BY/oATE . ... hb O.......ldKaiNii:..b ...lo.8.thoe...csto....NM.iD'..... eworrE .AB.7'...I.7//2/E ~$ i
/Ao P- / f d + ( /. 9 ) ( > 1 3 ) = /9 95 W
& = 3251 f(8[?. Ga. fQ) = 18]D b i G. So fa 0.3 + dl D >.'!'J)
- 1 VI a 44'S I + (&SS.2) 6..ja). J.it4. ~24.i*d k" 35o F .i 19. S +. (2. a)( 2 .%) , 2 5 .d
- M 4s.: + (m.7)e2.9s . ws7.@"
h f = $1.b+ h> .0) [2 16) S 2.], b k M: 5%.4 +(9/4 2)(2 96) - 3 2.l b. E" " J3o P5 '2.'2.5 t- b..dh h. 96) a 28.4' . M: 559.6 t 631)(216) = 32C 6.G"'" a.so P- '21.s t (2.aX1.%) : 27. s* ' Fl :. 547.o t(St 3X2 4s) - 3173.2 ' 76 P= 2. 5 & (i.9X 2.9 f) a u,, , *
.O ri si+ I +cem.s>c 93)= 24659"'
feo f" : 19. G e (l. 7)(2.1a) = 24.o A k M =. A*7 8 81- QG9 8X1.')4 s '1 ] b4. b ' po f' = n.s t (l.sX2.fi), 22.o k M = 425,7 t
$ F6 5)(n. .K = 24 YI .l '"
P = 12 5 + si. s.)(s.10 - Aso i1. e
- i M 3(,5 3 + '259-l.g**
(G13 7)(2..fa) : l l l
. AOOO OOM t a.co
Nuclocr cAtc. uO.(:p..?.#J..M.?? .o9 SHEET NO. . 77. . . . OF . . ... . SUBJECT . . .b ...b.. 7. ......... ... . . . ...f.
... DATE....ll[.3!.h . ...
COMP. BY/DATE. . ... .
.D
. . . .I .@hW E. . h.%. . . . M F-hh oo. . . %PM).Ty. . . . . . cHK'D. BY/DATE .
b E" 4 4EJ h -3. eA" 1.5e. G> 1S1* 5 + /9. 5 s Isf.7 94 .: 5.6aI I9 4
, a .7n iel.3She b 0.518 g
- o.i9f wf: ar7h f , c(f9.9XJ.can o.891Xa.toxt. s ass)
Is.ac.csb ). o.3a2 x=.
- 90. e > M4s.a +q,c./274 e/ot , s.oG=
24 9 1 s f.11.14 6.S9I M/): o 1> ^m
- g a o 02 W k
- o. W }
/s , ((2+3h caA ,,
o.49i)(s. r,y'i.4269) ts.74 * ), , o. &* - saa- e sat ,.s + 19 5 lit, a % z3.ias sc.4 o.32 i. : 1.416& h1: ,o.o]f4 k
- o.5 2.l,o o19e 0 'ff *k -(o (2s .
+3(31ss) **
),,01f.5sw 891)(.3foXI.fLS4),, ts.s2 f.}s e , 32.15.5 +19 6 2 l%7 %s 5.os, c7.s o.01 Ln J.+196 w . o o3f4- l': o. Su] g o .71/
4-y' g .kM.N z at cL = 1713"" /a. > o.92.?"1 (o.29tX3. 2*)(l:1%7$ 530 e - Q206 G. g.89 6 s.1545 9 d' 2 771 2.54-4 ..a o. s 2. is = 0 111 I 44% kt } = o.ola.f* h o.328 k . t'12 f)(3.4M) ,17.w" s a .Df/* (o.tll)GBaXt.4440 6,,1f g. 3 + l9.5 5 lbtT */el s 2. 9 9 5 g O. e2. i. : 1%8 m-l-,. o.odols o o.w1 g . . s*li O ; , . 3,. ,c2 44 n ia..um x. o.33 - (, a ci0(b.86YJ ft1D AOOO 0016 a.a o b
l M NusaOcr CALC. NO.
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i SHEET NO. . .h+. . . . OF . . h.? Odf I SUBJECT . . .SE P. .TM.c . .E. .2. . . .. M X....).1 M .l,.f.7.. .... OATE. . ij./.5/.s . . . . . , . COMP. BY/DAT . .I [3D. .
.URai.NE... M.[c8db.co .kMt.TX .. . CHK'D. BY/DATE M.6 7. ./A/.! h3 i
j D d.
- Mde$ .9 + 19. b .s ID lb M 3-1.M 1.(.. I i
Ag.r o.82 LsI42sb n ={a o.s1Al k>0 % s08% i l f f2a. d(1 As'd(a Eft)(3 8aXt.fDb) h=0.8GI* , 16,03" ! 1l39 e , 7.W.3 + i 1. e = 15s o.n a.o 9d'=7.Io3 s o.Ss z .I. % c.a747 k o.511 y a 11I w -f ' qlp(M.C o.d70 (3.20)C.%) hR*D M.To" E. = oM4 " ,
$g e. s es7.1 + 14. 6 i Iw.y e/d=2.3%
v2. .e UX/ s b. lS $ ^ l $b&] h
- 20 6))9 0 3*lb .o 5l O 4 e2.,'<2 77 ) -
.f.a= J , . ., i . -
- (o.s9X3 fox 14%D j lojLe e. '2 5A 1. 5 +-19 . 6 1 4 o. s b e/d 3.%17 l'7 i
- 1. s
<~f :f 021 /.s32fm=po.o7bksoJi?gso@l+
//7)/ s.se.17) b = o.(dM*
1 [0.NY)(3 h)(lD"Isb ,15 4e I i I O . AOOO 0016 82 so h a r -
l @ Nuclocr cate.uC ( M E./. W .b d SHEET NO. . . . .OF, susseCr....%f..Td@..dS.... .. . 5.. .I. 3. b.' O. .. . .. oATE . . ...I.!
...l d ffkl. 4 .. M ...' I i M r. N A P. # :...195 8. ! T. .T. . . . . . . . . . . . .
COMP. BY/DATE .I Mk CHK'O. BY/DATE M. [. . /.R/hh d d h d d' $ $ @ $ ds
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l l r b*I$ $* k '$ l
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agA288i epla..p58 1 34f fr88*4.st,)Ge % 6 Y *l .)1f
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^T ~T*R"'k" c'TJ Hope L sT@eTUStre WiTH been.k ANo AwegoR
.Bcx.T. 5 ALLcW Nfil, bct'.TS sa'T ceLO)4Nis. TD YlSL F=' i owid'il' At4D g)(,AMid SIA"!W a=f QEHAtWi% /e4G4o BELTS + PPAMe WLauspoW AT P E cc4T
- L Feo M temer A t, s , c., ese e = ms* RG %3e-A4cHeA 2:cC'S AOOO 0018 z.s o
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M Nucaccr cAcc.uO.C. .@.h].4(.@.M M SHEET NO. ..N. . . . OF , SUBJECT M. .Tedl b . .b .'. .k . . . . . . . . . . ... .hb @. DATE....N.!.7.!d.D......... . 088J2... M .1HACb....Nf9NG.).T.Y.. ... . . coue. BY/oATE . ..!'M63. CHK'O. BY/DATE 8.[../h/kS 3 RSMI!!Vi VS 2o Mt:E A f ole e X=. s "=OH E O ANAI / mis a.v4At.y%is. T.a 1%4 m THAT AoolT1DW*(. H4ElliMihasi:A c HecM AR.41:. A ic , EE" C"ALc. c ido 2 1BI- &>b2o -c=:5.6 Pa 27- q (,%Asec Io pst*)
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Q dH86k &#ESE5 IN eel A-B @/J(f yry (soi s eeQ l'AHFH T b '2 \ t M F44 f5 '44 + C-II.s (5.l56) = - 56. '2 ' (esww) M- IldrM.91 (l'2ld).GX 6163) = r74df.4"" [ , "'*/7 s .5
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- CALC.NC .lN N.I.M # [
SHEET NO. . . . OF SUBJECT..N.N.f.YQ EI.b b ". .........
. ..... . . . .... ... ..... DATE. ..d 2 . k. . ....
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i IM NuclCCr CALC. NO. .*
. . h!. ." . 9'd0 SHEET NO. . . . . OF . ..
SUBJECT .
.b . .[ T. b ... . . 8 h. . ... DATE..l .b.[p b . .. ...
1 COMP. BY/DAT .. I..... 65
.Q@M. ! ...).OMNbCO... CM.I.T. X. . . . . . . . . . .
CHX'O. SY/DATE d. b. .Y. . ./. /kfh l AFTER CcNTAc:T WIN CONTA*L r?od*WEA bf l c:oWa sc=A cN T+c::-T f=e NT es ^ sormkT MNT OS6 dMT C55 d6NT10E6. i P < l'2.P /lo PN= 8 s.1 /10 F5F lo o*/lofer i O "fatc:'.0LAT1oW G'-1S02 -154 -SS2e -caciib e siplNds ULTIMAT'e Weit 7 ' 15 5'M 1 WHNE b 'f REAcpoN AT' re'NT oF *Cl% MituRE , j 0 l1 S fW P = GO f%f l V l&b psf G4 PSP r b7PV l 884 0 127 x 3 % =. 7.uk i (h5 K- C..] y an n j o . g3e j 1059 $6 l0 0 ** 7/io a 5,'l " l IG. ')# it;ccf SHWk M \* cont
- j of $ DIN 5 fAiLUNii:..
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M NuclOcr CALC.NO.h I.hl 0. ." SHEET NO. . 4. . . OF . .h. SUBJECT. . h. . .h .*. . . . . . . . . l . DATE...h.' ' ~
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I i E'*TlY1^Ts (AituRE Vet oe. tty SAseo ew e sipis l PAiLURE l Aws0Hs THAT ittJKE IS AT eel A- *f^88AHINdiscAJSeJo of@lo A h7 ULTIM ATE "*.0it.E58i- , i A G 106 HtM - o . "> 2Ib " ! i Mo& 45ML ONTM G Roy
- o.ll%" l A G ULT 1 HATE o. e ma" -
p (cW D .: Co,e515 o s210 = 9. l%glo < s i. Mrsi l l o . i1949
-O P ('ter4 54 + 5' r ll5.* rs! '2'2 Mf"
@EAcTloN M ceNTA dL KooH/MER Rcef G ULTIWATi--
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' TION i
ep em ste. l l l bk vw (sesse, ese) (kED I hb lesA > MS2 g . MNAGED M cTicP4 dM M cPJ dlT7d LAIALL AND ceHPARE WITH 51DNG 4 WESSTE4t. WC. IwcLoom A Fec: eF cyUS@I{ E
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Nuciccr CAL.C. NO.
*h SHEET NO. . ...OF...
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- f/. t & Gl4) 62fR of' fKC5 I S G Y /. 4 f f 2 0'f bG/7 6IQ!!E c:.T$ f~ 0161DIT/ G.14 W f* fort Lef7 e.O45 ([EF l'2 Kg27)
HT = (~72 co t!.1 i G!5)MI.59-l+9)'kas> COE.TO f i%ME WTIc6 V H e m.n.4 4 (o .ooE57.2.6)(%%) 2. "2 7,7 "- Ye. (o . ee sc1%$.d.GM) = 777." YmT - 03 N)C(=6) + (o oilIoBOC&a50
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e aucamr cate.noGl M M.74.& q SMEET NO. . . ..OF. .. su macr . . . .slE='. . Topic . . . It 1. . . . . . . . M%. . 127.Q.'.a$ . . bh . . . care COMP. SY/DATE. .
....j.0/OINli:..[hD.6..lcRbWoo ....
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%4e. +thAct F9CLT YletOIN6 =ccuRb UNTIL ALL ceLUMM ANeHe4 q HAV:E ;>4eweo LettEN THE TcR$t.:il:) MMITy REFACl4E*iin IM NM- ltM.
STElliiL. FFAME. R4i.Fl AlW:5 : Spa @LS. W IT H ,^4 l IbWi!CS AT MELo. i b7ERAL "cEl:LECTieN c.L:ses THE cc .beTNEEN THE 4TWifL doLUMN f~-8 AND T W iii t 'o N 'Ifi b l M c c M lib c f' ^ T 1 6 6 M P +1 k"~ A 7tKNAGo # NiTY cf IGfu Ml"'d THE GIQhlt!!!r
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-oob, A95 die fihAd'E "'FAHE Ve1u. lTY cAPAc112'. VJLLL MATCH e^ %:iTy' Wi M '
70LL %onWc-!b . tlV+1E PA'lLORE' Ve 1 cc. qy = '2l2 HPH . C o q c e T u w !E! W REAdnoW cN RceF aW H LS ow A :QAxe.AsoWR Q M HAs,Wrooe 'TR*N ces eridare drw Less,EF. : Mo T44e:r't{csti's WE!NEiO 14crT fhe MALvZ.E!!iO. l LO AOOO 0016 2-a o i
- - - _ _ - , - _ - - - - - - - - - - - . - - - - - - - - - - - - - - - - - - ~ ~ ~ - - - - - ~ ' ' ~ ' ' ' '1
l ATTACHMENT II 1 TURBINE BUILDING: WIND LOAD COMBINATIONS l 4 4 i i i I e = 1
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04re2.E .( .: ).W.t.6.@. SHEET NO. I
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, ANG THERVIAL LE:A/:::>t>
i o AN D c@EPATING ll'fB 32Eoc~ilOW ASSESSMENT GUMPIAR7 4 3. ft)(. INT'""ATuo
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-cra..'=.7Luw steel. - Au esass. Maga.==1=siasi,i==Ts, R)rd.lNs.AWo cacwinsi nas isnaesseo eneLovJ THs= ALl,.cM/Aed E UMtT6 cf NUE&1 obcc 66:{ s.b,4 -
- Awee ex : s wo ew_asTe m N e - roA, Lo x p axe:NATioNei, of Ct:^o,5*@W Awo WiHD, AW Co4:*GiTE c R "ERLA CeARIN&t w1E.ETe rHe oillasi,iust ces idi N IN Ad.4 cW8AthtJii. STRii~ 1.ir. , CNa, sai cP ANcacsWH O Ec:t T4 SHeys MrNcGL an/mw.sTRErGS, C-3c.IIssi l V5 cW C G4 5 idsQ PtzR, cWE WING DIRECTscN WGED I Glit.f"RisiNAL
' Al.l cWASLE& tESdiiN cR,1TER.tA e LMNG cdN:liiiii.NT AWD 8 EASE. f 1.Mnili; GTcoNcRe.
e:E.Ts ef: AWemoA Ei!>c:cm Ex.cee.o 7He At.LoWAed.e vA' TE. tues,SiiirARJN!!i, fL czo sTptcSSES eW STRociU4i!;E CRl"'"SR.! A ThG *s,1et.L is JONO TbsrATisFAc tegy cie=Gr6N sissuLps U safely r~distsT THE. APPt IED Lc: AoiNde .
- fiiR, W ccHatw HAS Ef5iEN DETERH ter4sitl h ANCH ocAc;: ANo wiso IT c o w c a s7 e e e x astresses s elk E O ex. cWL ceeoTwe AihtM' ANb oRigrstwAL 1 peste,N eRnr.sa.ig AT :wiive.1%L eoLUMhd.
MWBIER , Titl4lFE totv\EMStoWAL. HA5 tE.McNr.TreAtsp TWA'T" Me At4AL.'%iE45 N LF T4 E #=E I5-c.P. @A1N ANcNcR. bcLTs WGRfli: T2b lVleLD 'THE SirRucTuna TC fi!ETAtN STAucit)R*' cosTAiNs sorrietew A visir: oust:AN::-y. ' c5T' 2nL LIT .
- hjHe14 win!!r c::oRRENT- 4.Rf=' /N u:2WAN *~ e 17 G Eli:(1i C f' A N " " P. E C;c1 A'WO 9 3A56 ['1.A,TO O CA&:::1EiEir'IE StucnRING
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Fom= ES . Ten Safe.W MessT THe. AffLtO ~ 0;Nd2eT. e -Eb(LTbNs *F T>Resiws Rhtoiwc,. IT 1% Co NC LU p E D THAT 7-cHE!, ccMc4ET15. R*RT109 5 o THa TORE:NE. so Loisc ewRrHevare is McA[ c.8 Lo^ciTic^l AN ATi+^W Ly% s.WIN 1S. C) Lo*clN6 ANO WINO
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1 i 1 l i I ATTACHMENT III I 1 l
- 1 4
, TURBINE BUILDING ROOF: WIND LOAD ANALYSIS i 1
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