ML20211C894

Dts Structure Stresses in Steel Structure Due to Various Loads/Load Combinations

ML20211C894
Person / Time
Site:	07201024
Issue date:	12/29/1998
From:	Husara I TRANSNUCLEAR, INC.
To:
Shared Package
ML20211C843	List: ML20211C838 ML20211C883 ML20211C888 ML20211C894 ML20211C906 ML20211C911 ML20211C917
References
1051-33, NUDOCS 9908260128
Download: ML20211C894 (29)

Text

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REFERENCES:

i ."D.TSl T o P1 C.!A G Safety Analysis Report h5 /)r 1. 2. Pro ect Design Informations CE M C ~~ Pro act Design Drawings:.'_ '-..- -Q b.'T~$.# [ ' d-. i 3. USNRC NUREG-800, Standard Review Plan. ,l4.;-tsTs: Lstmd 5. .... t. _, -, ko nd ~d Atc.upATi bR 'kds.mdr -{24 p l- - .a..t t--- ,-,7,-. '- w.l l l + u. f, toSy: r.<t-, -l.- i 2 i .._n .c w-w-1 . M' - _ sg - _..u.. lt - lc - - - - -.; _ -l-A . [ - - - - -;NP s I-I-@ ~~% 2 . L.... ;. ;-..... u. t - -. - - ;..l-.. - - u u - - - - - -l - -:-, - c t - -, - -; - - i 7.- ,,y...__..,[--.,-....' N o.. \\ o S N --[p l o, y i ---4-. 5 uh R.c SMed, ReMt.& Pl% ' SeI4/t<4 5 4,3- '-.7 ~ i .,... ~ 1 c---- u-u-- .u- --% Fdrdab Qs4x-ici *-sM/-b[~f,%$P '- .-,-g. .+ -..l g

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j 5ineswr iN <;TEELS TQuc TdChcro [OCil - 3 2, ' JC-RI2rff TY un bor-rn vat a to Abhu, sev ' cme riom l l l l T Cdhbs t L ohs. EoM ENu lad SL..._ l I. .l . t. .._hw4..hk.!..,_'l.'... .. h. '.... d. l. ..;._f....,. .......__....t.t_. _ _ _,'..l. _.t_t__....'. Table 3.2-8 _,l ..L Load Combinations and Stress Limits of Structural Steelwork . _ t. i ,i Load Case No. . '5 Load Combination p. ._u_i.._._'_. 1 S>D+L . L _ L _ _'. 7 2 1.5 S > D + L + R, + T, .__{_h_f.,.j_. { 3 S>D+L+W .j.l_. { 4 S>D+L+E, -l--- i i i 5 1.5 S > D + L + W + R, + T, ' l " - l' i - 6 1.5 S > D + L + R, + T, + E, ~ I ~ II T ~[ ~lL ~ e... 7 1.6 S > D + L + R, + T, + W ._' _p_7___,i _. i 8 1.6 S > D + L + R,+ T, + E,, . _ t _ L _.:. _, 4 - _ l t 9 1.6 S > D + L + R, + T, + P, - l- - F - - - - d - i i 10 1.6 S > D + L + R, + T, + Y,+ Y; + Y,,, + E, + P, l l l I- [ 11 1.7 S > D + L + R, + T, + Y, + Y; + Y,,, + E, + P, ~l~l~~~~~~I~ _t_ l l where: l l l + i i .7.. D= Dead loads, or related internal moments and forces, including l [. piping and equipment dead loads, i L= Live loads, or related internal moments and fories, ~ I~ ~l R, = Piping and equipment reactions, or related internal moments and -I-~-'~ forces, which occur under normal operating and shutdown conditions, excluding dead load and earthquake reactions, l E, = Load effects of operating basis earthquake (OBE) or related internal moments and forces, including OBE-induced piping and equipment reactions, -l - - - W= Operating basis wind load (OBW) or related intemal moments and forces,. T, = Intemal moments and forces caused by temperature distributions within the concrete stmeture occurring as a result of normal i~~~ operating and shutdown procedures, (Not applicable to DTS) F-----',~ j i ]

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== *v om bot-- rn vat mus t o At3 slab =v-4 oecuo av i ' (_d493 $ "T100 i i l i i-l l E,= load effects of safe shutdown earthquake (SSE), or related internal moments and forces, including OBE-induced piping and equipment - ~ '- reactions, W, = loads generated by the design basis tomado (DBT), or related intemal moments and forces. These include loads due to tomado l j wind pressure, tomado created differential pressures, and tornado ~I generated missiles, - - - - - l- - T, = intemal moments and forces caused by temperature distributions within the concrete structure occurring as a result of accident _. l conditions generated by a postulated pipe break and including T., ' ~', R, = piping and equipment reactions, or related intemal moments and . L.. forces, under thermal conditions generated by a postulated pipe i ~~[~~ break and including R., (Not applicable to DTS) P, = differential pressure load, or related intemal moments and forces, i -- E-- generated by a postulated pipe break, (Not applicable to DTS) i l Y, = loads, or related intemal moments and forces, on the structure 7- , j' _ j, generated by the reaction of the broken pipe during a postulated -l - - - i- - break, (Not applicable to DTS)

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- ] ~ " Y; = jet impingement load, or related internal moments and forces, on the structure generated by a postulated pipe break, (Not applicable -l-- i-to DTS) +2-'- Y,,, = missile impact load, or related internal moments and forces, on _1___'_. i i ' I~~ structure generated by a postulated pipe break, such as pipe whip, i -F-- (not applicable to DTS) ~~~~~l ~ .i__ ___ i + l L, MhsAA hie iD HTS S

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_ _.are. J. Load - - -l - - _ ;,,,,,,, [ Case No. Load Combination _ - _ d - _',. - - s - ;- - i 1 S>D+L i ~- t t i d'd 2 1.' S > D ' L ' P /

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p.p 1.6 S > D + L + [ + [ + W,

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-~~~.- 7 1 1.6 S > D + L +% + [, + E,, 8 1.6 S > D + L +[ + T, + [.. 9 V1 J1 42 /1 / _ L, 10 se cs n 1r 1,v,1 m 1 ru n em 7o r.___ 1.7 S > D + L + % + T, + % + % + [,,, + E, +f, _h, 11

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'- -l--- 5-4 i S>D+L ~l~' ~ ~ ~ i i i i i i i i '~l __l--~~ ---~ ~ - l~~- '~ ~"~' -- - ~! - - - ~ ' - ' - 2 i S>D+L+w .t_.___.,,.i i ,_ _._ _ _.u_u. e_ 3 s. 1.6 S > D + L + w l .,..._.,'_.i..,_.,. l l _'_4_ i i 7, 4 1.6 S > D + L + E,, t .. LL 5 I t I i 1.6 S > D + L. + T 1 - -l- - - '- - ' - ' - - - - - '-'-----4 .s___ a i i 1.7 S > D + L + T + E,' -. - - - ' ' - - - - 4 - -l - - - - - i ._L__- 6 r-4-- i i i i i ,Fw Wh !&_ $ k dedh, t M, _ _ mon [, t _ _, _i_..q..'_ t._. 1_ _ b~l~ , _. _... u. ) t ._i._u ...u_t .._,__,______i_ M,4.l.___;-_____'_4-d__l__.t_h__._d_d_,_;--h._ i i (i) Wt=W U . i... _' _ _t w l (ii) W =W l u...._.,_ i t p i .t u (iii) Wt=W .....'.L.L____,_,. .L m (iv)..Wt=W +.5W t w p i i (v) W =W +W l t w m i i l (vi) W =W +.5W +W l l t w p m ...__,_,_.__'._p-4 4 i i __{ where: Wt..... total tornado load, - l i i W..... tornado wind load, WP..... tornado differential pressure load, and l i Wm..... tornado missile load. l e I For each.particular structure or portion thereof, the most adverse of the above combinations should be used, as appropriate. These combined effects constitute the total tornado load which should....< then be combined with other loads as specified &ve,

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