ML20211C883

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Dts Structure Analysis for Wind Loads
ML20211C883
Person / Time
Site: 07201024
Issue date: 12/21/1998
From: Husara I
TRANSNUCLEAR, INC.
To:
Shared Package
ML20211C843 List:
References
1051-30, NUDOCS 9908260125
Download: ML20211C883 (19)
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Text

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REFERENCES:

.._t. 1. .D. rs; T 0 Pl c.h G Safety Analysis Report ~T'-S S R) - -. - -i - - - -;- ' 2. Profect Design Informations 4.d,3.0 %' M C Proilect Design Drawings :.'_ _'_.,. _ u _ l.... _.'. ML.Dil".$# l 3. USNRC NUREG-800, Standard' Review Plan. i i 4. USNRC Standard Review Plan Sections 3.3.1, 3.3.2, 3.4.1, 3.5.3'"

3. 5.1. 4, and 3. 8. 4 e.

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TRANZNUCLEAR, INC. 1 s,4ana om N 2.-Mr mts.D TS 'EnTR tac Tutke. 3,, 3 a, M { =a=o ev ~ 7 Mute ret uiMb LoAhc euc,e iost 'U) oan % f t,l,O ' sev M o.o gy i %.. LO lh% W9dt=3 FRot1 A-N.s'E I ASCE.7-H 5-( c.puty,} _ j _ . 6.5 Velocity Pressure > i i i i i

  • 6.5.1 Procedure for Calentating Velocity J -l- ".- -I - I 7 - } - ~1 T '- II - I - I - i -]"

i Pressure. He velocity pressure 9, shall be calcu-lated from the formula. TABLE 6-2 7-- _l_ Importance Factor,I(Wind Loads) ,.j__ g, = 0.00256r,r,p2I(Ib/sq ft) I I category 1 [In SI:g, = 0.613LK,V21(N/m2)).. (Eq.6-1)j, - -+- - 3 0.s7 __[_ i n 1.00 where the basic wind speed Vis selected in accord-A i in 1.15 L-ance with the provisions of 6.5.2, the importance l_ .DL 1.15 i factorIis set forth in Table 6-2, and the velocity 7 - i-pressure exposure coefficient & is given in Table 6. ' m.3.114 building and structure classification catesor J, - 3 in accordance with the provisions of 6.5.3. Provi-l Thble 11. sions of 6.5.5 shall be used to determine f_ar where i -- 7 -f-I-7 i~1-l- * '--f-I 7 ~ '-~ _ applicable, but X, shall not be less than 1.0. De -l--- L L 1 d-d-.d--l-i -d- -LL1-TABLE 6 3 -l k N N k d--l-- N4k t , Velocity Pressure Erposure Coetticients,Ka andKr -.,- h,- @. S h' I i %y( 'h i i t- - + Heisht above

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-- ground level.: l i A (m) A B C D: 'I i e i i e 1.03 . ;_.. _ _M3..=p_ L. - L - - - r,i . 015 (046) 032 0.57 .0.11, .1-- -i-.--- L.- .c6 _. I 20 ' - (6.1) 036 0.62 _oJg. 1.08 1- - - - _, c3 g,g -,- - l- - [ .1_ -,..... i G ',3'D , 25 )(7.6) 0.39 0.66 o 94 1.12 g 74 - g y( g,-,- -;- - ~)f-g,(p-L, 30 : (9.1) 0.42 0.70 ,qal t.16 - - *i; ge; i a ,2 pre 40. (12.2) 0.47 0.76 ,13 _4 1.22 16,o to3 ,50 (15.2) 0.52 0.81 , a c ci --, i ,1foL, g,g g 1.27 - - - - % 1 d 0"I.;,_- x _,.; T'7 b---1-- 60 ' (18) 0.55 0.tf 1.13 1.31 'W o 81 '75 -m- ,--f %,--- g,-- 70 @',(21.3) 0.$9 0.89 1.17 1.34 ,--l-L--- Ut-pg J.'-.L__-,-3--,---,-'-L'----t--

1. Linearinterpolation forintermediate values ofheight:is accept.

_,_l_ ',, i i i i abis. i i i i i i l l l TABLE 61 TABLE 6-4 Design Wind Pressure,p (ps!) (N/m ), and Forces,F, internal Pressure Coemclen' ts for Buildings, GC,t 2 Design wind Con & tion o4 I ding Low. rise buildings BuDdings of a!! belghts g W n wind. form g Partia!!y enclosed buildings +0.80 posisting systems p = ga[(GCg)-(GCp))*'I p = gGCp ga(GCp)*8 ga: at mean roofheight using f: e, for wladward wn!! at Bundings satisfying the fonoring conditions: 8 Egiature Cfor allfervoin height abowgroernd -00 GCf given in Fig. 6-4 y forleeward wn!!. side wsD (I) sited in barricane-prone reg. ions beving a oC,c givenin Tabis 6 4 and roof at mean roof height basic wind speed greater man w equal to 110 anph G: given le 6.6.3 W) w la M. and In Fi 6-3 (2) having glazed openings in the lower 60 a (18 m) 4 GC,c in Takte 6 4 which are not designed to resist wind. borne debris e, are sini spectricany pro = cad from wind-t.wn. debris impact AU bundings azeept those listed above ,19,1],. -0.t s c6.6 Gust Effect Factors NorES: j 6.6.1 Values of Gust Effect' Factors. For ma.m i wind. force resisting systems of buildings and other my from Se internal surfues. 1 riosa,a min.,i,,,,,i,ntryp,,,,,,,,,cii,,,,,,,,,, 2 of o4 shan be nud wie, w o npaified in Ts. structures, and for components and cladding of open buildings and other structures, the value of

3. 7wo ca,es shan be considered io &termine the critic.11oad re.

the gust effect factor G shall be 0.8 for exposure A 9"i","*"" f" OHpproprisw con &tia a peitiniunf GC, applied to all internal surfaces. and a negative italue of and B, and_0.85 for exposure C and D. oCg.pplied io ati internar surf e,s. f f I l 4 6 o e I s i i

p-TRAN NUCLEAR, INC. i ), Q>M Mom l -enemuo av - 11 ~4-9 Y D~TC S TRtie"TtiM 9 s>w cr mr AMM 49 6 ESR \\At O h cuewo 1051 - %D dl,. 12 ff( 9) L MDR om sw crecuso av g +ie 6 8 i i 8 E I. i i ..'.._,.-.o l e -e--*-+ hIG.h3. External Pressure Coe telents for Loads on Main - ~'~ ' ~ - - - -~ ~~ i Wind. Force Resisting Systems for Enclos r Partially Enclosed - ' - d - d- -l- '- L

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Buildings of All Heights _.... l l l l l I eines iiiii w a rressure c.ornei.nts. c. - ~ g a cer c l swf e us e, u.e with - s C 6 I gccP gc e, windword AHvolves 0.s q, L- .'l 5 WeX 2 2 ) ' IIIII IIIII

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1. Plus and minus signs signify pressures acting toward and swsy from abe surfaces, sospectiveTy.

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2. Linear interpoistion is permitted for values of 4/s A/I and e oiber than shown. Isserpoistico shall only be carried out bete, values of I

the same sign. Where so value of the same sign is given, assume 0.0 forinterpolation purposes " 7. Nonstion-3: Horizontal dimension of building. in feet (meter), measured normal to wind direction. 4: Horizontal dimension of binilding, in feet (meter), measured parallel to wind direction. -[- A: Mean roof height in feet (meters), except that cave height shall be used for 6 ss 10 degrees.

Height above ground, in feet (meiers).

G: Gust effect factor. t-i i q..ga: Wlocity pressure, in pounds per square foot (N/m'), evaluated at respective height. i i 0: Angic of plane of roof from horizontal,in degrees. i t i i i i i i i i ,g,......u u-a,- u u---- 3 9-,- w-L-- 3-. .r-i I i 1 1 l I i 3l' ~, f L---- g g g,. 4 - -,- -<.,-, ,.,...i i .t [ I ~~ g _ u u - - L - L -. -.-,, -, - :- 6- - ... /. ' Lee u3m,cA,, , f Ct dp. ' 6M- )to.,. 4,'3 :- Sk-(a-E; / a L_---- ,s. e i i i e i i i . g f /pl- % dt.h \\,0s\\ N.. yo,$ D. =J MS - j l ]P e w4co.*r :Gr p $: dss (--4;- L WA--,-- id c 5, g.f .g g L _.--_,-_,--__- i-t --,,--- - L L a-- o i s e i i bed '

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