Text

Rev 0 to Seismic Restraints for Spent Fuel Handling Casks
	ML20211P686
Person / Time
Site:	07200022
Issue date:	09/01/1999
From:	Bilgin O, Bonner D, Cokonis A; STONE & WEBSTER ENGINEERING CORP.
To:	;
Shared Package
ML20211P637	List: ML20211P634; ML20211P645; ML20211P653; ML20211P661; ML20211P666; ML20211P678; ML20211P686; ML20211P700; ML20211P707;
References
	SC-10, SC-10-R00, NUDOCS 9909140071
	Download: ML20211P686 (36)
	v • d • e

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~

STONE S WEBSTER ENGINEERING CORPORATION CLIENT & PROJECT PAGE 1 OF 25 PRIVATE FUEL STORAf E FACILI1Y-PRIVATE FUEL STORACE, LLC PLUS I( OF ATTACHMENTS CALCULATION TITLE QA CATEGORY (X)

Seismic Restrainta for Spent Fuel Handling Casks 1 1 - NUCLEAR SAFETY RELATED

__ ll _ lil _ OTHER

{

i CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO.

DIVISION & GROUP CURRENT OPTIONAL OPTIONAL CALC.NO.

TASK CODE WORK PACKAGE NO.

05996.02 STRUCTURAL SC-10 NA NA APPROVALS SIGNATURE & DATE CONFIRMATION REV.NO.

SUPERSEDES REQUIRED (X)

PREPARER (S)/DATE(S)

REVIEWER (S)/DATE(S)

INDEPENDENT OR NEW CALC. NO.

YES NO REVIEWER (S)/DATE(S)

CALC. NO OR REV. NO.

O.Bilgin AJ.COkoniS D.M.Bonner 0

N/A X

O S-I '1 y gg

/%

Page 6 8

vfy

%/n l

l DISTRIBUTION COPY COPY GROUP NAME & LOCATION SENT GROUP NAME & LOCATION SENT (X)

(X)

RECORDS MGT.

JOB BOOK R4.2 ORIG.

FILES (OR FIRE FIRE FILE x

FILE IF NONE) 9909140071 990909 PDR ADOCK 07200022 q

B pm 3

f STONE & WEBSTER CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER J.O. or W,0.No.

UNIT NUMBER / SYSTEM CODE CALCULATION NO.

OPTIONAL TASK CODE PAGE 2 05996.02 SC-10 N/A HISTORICAL DATA REVISION REVISION No.

PAGE AFFECTED DESCRIPTION l

i l

Rev.0.

ALL Original l

l l

c i

I l

i i

l 1

l-l

l STONE & WEBSTER ENGINEERING CORPORATION CALCUL ATION SHEET A $010 M CALCULATION IDENTIFICATION NUMBER J.O. O R W.O. N O.

DIVISION D GROUP CALCUL ATION NO.

OPTIONAL TASK CODE PAGE 3 05996.o7-54r uc4ured oS996.a - Sc-fo U/A t

2 3

4 5

6 TABLE OF CO N TE6JTS page

'T ITL E PA GE I

4hs.To RicAL DANA Revist o ra 2

'fABtr oF CcNTENTS 3

is PURPccE[oGIEc rWE 4

s'o N H k A.y oP R esut-T5 4

DestG N l AJPO T[ME T+Feb 5

AGS OM P Tt oN S 6

23 DESIGN SEscRiFTlord 7

39 R ET e f.e u c s s (0

27 htd A4.Ysts (2.

-TOTAL 2 5 pp '

38 ATTACHMEDT' A to pqcs ATTAcWEWT B

4 eqt 36 37 38 39 40 4i

'\\.

42 43 44 43 46 c

I STONE & CEBSTER ENGINEEPING CORPORATION CALCULATION SHEET

& 5010 65 C ALCUL ATION IDENTIFICATION NUMBER J.O. O R W.O. NO.

DIVISION 0 GROUP CALCUL ATION NO.

OPTIONAL TASK CODE PAGE 4 os99 6,o2.

$ riuh re4 sc-io U /A i

2 3

4 5

6 7

eoneose/os_rectwa 1

l This cal -l a+ ion documeds th desip o$ s eis m ic-restraids por -n e. sp.e%1.[.u a ca s ks during iMe. h o us{w o{ n e h e(

howde s hipping c.o sk -s % s+orge-co s a. a s tcle_ w e.

ce r rs4er l

4, ans b_ bujl dina.

i

()

i,.

(

50HH ARY oF REsoLTS vhe eh wn3 cocks, w sF cocascma l

% t4eryo_ cosas e-e -w ea a me.

s1oia,wg coto me=

colu mn co u> "C" 6 g ri gicA s4 ruts, ca s, s how n m cm 1=i'g u rg 4. % re ac. bra.eksk o f %e =%v.h we.

l a%wd u ao etsw mmJ rea omehoryes l

b>ai@ Mo A re cnforce) c.% cat c.otum vi s, e s 33 C

04 hQ e5 e5 C.%1 W*

c NIR l

o{ &c cdumn s %d wafs Includia3 stret Ioads ulI be cas-e2 in Ae. nextrevhion of Rdueu.e i.

m d estg w o j e e. connedin b e4weem Me s.4rds W ne us ks v ill b e co a 9 e R 4 p o uJ ntg f

we seuWrn oC %e veudor anJ [inali:>dw o[>ae c sk Jestpr.

a 45 O

i i

46 i

L:

1 STONE & CE8 STER ENGINEERING CORPORATION CALCULATION SHEET

& 5010 46 CALCULATION IDENTIFICATION NUMBER O

J. O. O R W.O. NO.

DIVISION D GROUP CALCUL ATION NO, OPTIONAL TASK CODE PAGE O s s %, o 2_

44tuc4ar d a ss e'.o 2 -sc.-r o U /4 i

t 3

4 resicN i rveuT /Me rgod

'The clesign inpui a*d cJeAct are based on tbt S AR(Re{ueuce. 2). 'The siruts cw_ guaL$ el 40

%e AsME code _, subsechW NF, Class 2 (Re% wee 3).b.

sesty opse column ouwy A 6 ass th <_ AIsc-Mauuedt (Ropeuce. 4). -rbe s eis m;c-

_ % ww w n o w ne4 % ee.-e s.

Ib6 I M 6 N SI N I j M/C b

a V) b CM O

rq VJ cut baseA cm ne veud or c{o b. p rovide) m A44ackmat A, aua % 6uddiwp arrme*eef au) shuc4wm( deb'1s cue 6ased om % Rebe== 6 drawings. The fittee ofa1He #eotg is useA l.or O _ m e_ % d o $ w Q t i.s.

38 32 33 34 ss 36 37 3.

39 j

40 og 42 43 44 45 46

i STONE & CEBSTER ENGINEERING CORPORATION CALCUL ATION SHEET

& 5010 66 CALCULATION IDENTIFICATION NUMBER J. O. O R W.O. N O.

DIVISION D GROUP CALCUL ATION NO.

OPTIONAL TASK CODE PAGE I OS996,02 Structural os9 96.o2-sc-lo tJ /A i

2 1

3 ASS U M PTf O NS

4. -T h e-fin atized desigm of se cask =

us i()

re alt-in weights enveloped by the va(v ec oldain ec( f rom dtraek m enf-A,(con fir ma+io n reg'd d

2. T k c to catim, of % e casks is cts shou >h in Figure 4 cas Es me. lo cn+ed n L " from 4. oj Colu m Rou> c,

o (see TEL-(.op irl Atiachaten1 g),(Con frma%n re d.)

]*,

3. 6 a ({ ici eut rei vs (o rcem est ca a 6 e p ro vid eA kg cask winawfadurer at the lug /brar.kd loca% s cm +k e ca s k. s hetis u;he.re ig s tr uks are Attache.ol. Cf-ow firmah regc(.}

A.. Alhough curreut' Veudor cdalogs ceflat insuffided capetely hr Type. 2. 5+ rats, vexdor c.otu a ccomodede rguirect capacfKes [o' r speclaf order.

5. o n ly +u; o op ne_ %ece. 4ranyer cells mas 4 b e t o o_ded concur rentl4 during th..bel hau s 'er ca. divi ties.

l 4

A pedntinarg anodysis o.( h bvAding shache has 6+ce Per$rmed,cmd resuef-s indica 4e. hr & toafis amd colums can resist as

dB STONE & CEBSTER ENGINEERING CORPORATION CALCUL ATION SHEET

& 5010 66 CALCULATION IDENTIFICATION NUMBER J.O. O R W.O. N O.

OlVISION D GROUP CALCUL ATION NO.

OPTIONAL TASK CODE PAGE 7 Oc 9 e 6. o2.

C4Tu c41.t td os9 96. 0 2-sc-to U/A

[

A G.SU f4T I o NS (ce n Y M.)

-m e (o ol s fro m ik e sf r uts. Fi n a l d o c u m e w inha u> ill b e i n cluded lu (olculaM on ors 9.oz-sc-4 ce v.43 m-4 o s s %.o 2 - s c-7 02w. < ). (co n f>ie m aftm r$.u r r eA)

De s iG st d es.c.R I P1 o tJ

'The {uel i s -1, a ur poried in h &e kilclntg

[

lastde -Se. c hippNg ca s k (item c). 'The haurb

[

c4sl< Gh A), wI1ich is 'p\\ ace) ou 4ep o.? h shipping ca sk,.is loaded wi4k W [uel behre 14-i s +1aus perced 4-o %e chq e c4sk(i4m e),

as

s. koua n in %e skdch be IOw.

23

,4 r.

A A 8 A,8 A

e B

c @

B e

B c

8 8' C

i y< u,, <, g y n ; < <, ~,,$ y,,,,,,, 4 p, ~ < < < 4 44ep {

s(e.p2.

s 4ep 3 s4ep4 32 An g 4-us o o.f4ke-Mree.pei f1a ushr cells 5'

c_on4ub Suel loads concurrentig(see Abth.8);

mu e

with each bcug loaded in any of h 4 c.oadiMOus i

(54e.e s { Mrogh 4 skown above). The cas ks cm e 4exporud q ahch ed 4o %e c.o lu m 6G cm i

col. Rou> c Q ripd shis,as shown in Fig ure i.

45 46 0-

STONE O CEBSTER ENGINEERING CORPOR ATION CALCUL ATION SHEET

& $010 66 CALCULATION IDENTIFICATION NUMBER J.O. O R W.O. N O.

DIVISION D GROUP CALCUL ATION NO.

OPTIONAL TASK CODE PAGE os.9 96, o z Struc+u r af os9 96.o2-cc-lo f> M 1

2 3

f CW OH QdJ fObl kh k COS C oat SHOU)n %

O Refere ace brCtu/ings (6o, m,6 F, c G-).The crih cal l odd ing co n di b w,{-o r h b uil di a g tu a t( s a n J co( u nms occurs whw cell 2 is in he b at fen-pk ase

'* j of SRp 2., ctwd Cell 3 h a.s % c lo a_d i n g a Rep 3.

l oa_d in g condition is shouan in Fig u r e 2(eg.isj)

This a t o rg u>in ac cas.k wag a4

.na e s w 1 r, mas.

'fhe r o u>

of ces ks L o" ear.t (

ue !a cehl 42 c, W mt he ceuk of -e.o_vb c4>\\u m n rou; co b M4 V1

' i t4 U f. N o rib - S o u.N d t rtc,N oti,

23

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'T~ h t (1 W dis h cE h c.olu ng F O UJ d. d3 NC m inlmu m cthbuce. L; hic.h p rovTdes e ape-co tu va o dih clewa ates, am.d resx&s 6h x.u.J nim awt s4-r u.t. leux M s, Thc. 44 r vis ue.

34 (i

ko O yy><l d Rt ceubt-of gravi aea~m op <a. k caea na +sedIe -rue caa us c.okmns during Me..fud % %

4o me A.ctiviMer (see Fiq ure 4 ).

39 Q

40 41 42 43 44 45 48

STONE O CEBSTER ENGINEERING CORPORATION CALCUL ATION SHEET A $010 65 C ALCUL ATION IDENTIFICATION NUMBER J.O. O R W.O. N O.

DIVISION D GROUP cat OUL AT10N NO.

OPTIONAL TASK CODE PAGE 3 Os9 %,o2 9trtA c 4 tArdf os ss6.o2 sc-fo V/A i

Figure 4 i

a 9 rn u-r AMR AuG E MEuf

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A 5

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io a

a 2

2 z

z 1

g p

sr asa -

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3 3.

p p

37 38 nut TYPE { em 4sks A $C. (similar io 2252-l3e> oJ3.R(7y s4tu.t %ee 2 ov1 Casks B (fi'm'itar b stoo-zoo (R[.76) 4, 44 45 45

I STONE & CEBSTER ENGINEERING CORPOR ATION CALCUL ATION SHEET

& $010 86 C ALCUL ATION IDENTIFICATION NUMBER i

l J.O. O R W.O. N O.

DIVISION D GROUP CALCUL ATlON NO.

OPTIONAL TASK CODE PAGE IO os 9 9 G. o 2.

44ructural os s e G,oz-sc-i o tJ/A i

2 REFERENGES

l. Calculcdiovi tJo. o s "I 9 6.oz-sc-7,Rev.o, ^.DesTgn o( Rein {orci nj G4 eel hr Ga nis-ler-T'ra n:(e r.B uildikg",

2. Sa (e.h Anagsis. Re.po et (s AR), Rev. c,"Privale-Tuel 5 {v r oq e_ Faci l i g ",

3. ASME Boiler ed Pressure Vessel Code,, Division (,

SuLs.ec. tion N F," Component suppori[, (991 edif!On.

4. Arsc Waaunt o_J hi Cons 4ruch% 9 ti edibh.

5 Ceai culation No. oss96.o2-sc-5, Rev. o,"seismie_

A n dg s is o{ Ca n'iske Trousler.Buildi ng "-

6. Drawtup :

A N o. o s s 9 6 o i - srA - s - D

.1 B ME os 9 9 6 o f-FA

.9 - D C - No osS 96 o (- EA c 32 D

No. Os99 60 4 -EM D 34 E-No, oss96o1-EM-2-D 35 F - h)o. o sse 6o 4-IErM P n

i G-No. os 9 9 6o i-E M B l

40 H - No. os 9 % o2.- E c-z- A 42 i

4S 46 l

Lm

STONE & CEBSTER ENGINEERING CORPOR ATION CALCULATION SHEET A soio es C ALCUL ATION IDENTIFICATION NUMBER J. O. O R W.O. N O.

OlVISION D GROUP CALCUL ATION NO.

OPTIONAL TASK CODE PAGE N 05996.o2

'54 rue _-Lst-ai I ossec.o z.- sc-lo M/A 8

3 RWees AJ ce 5 (co ni' cl.)

6.

7-No. os 9 96 oz-E c A K-Ido. Os9 9& o 2 - F C 4 L-No. os 9 9 602-EE c A 12 M - No. o s es 6o2-E c A IS

7. B e rg e n-Pahry o n Pip e s a pp o ri corp Cain log s, :

a.\\

N o. 'n N F R 3 > [9 9 t4-

)

O.

77 MF R,4977 22 23 24 25 to 27 28 29 30 31 32 33 34 35 36 37 38 39 40 di et 43 44 45 46 w

STONE & CEBSTER ENGINEERING CORPOR ATION -

CALCULATION SHEET 4 $o10 06

[

CALCUL ATION IDENTIFICATION NUMBER J. O. O R W.O. NO.

DIVISION D GROUP :

CALCUL ATlON NO.

OPTIONAL TASK CODE PAGE 11 0 $ $ 3 (,,o w.

MrtA cdtArd OS $ 9 6. 0 2.- S C-t o f) / A i

3 4

ANALYS16 6

Th e. en va o p ed vdues be msk weg Mr a ad c. g. h et g his provrdel by Se_ hd ar.C,aul givee in 4hh m eet A, me. M Aw in m h 4, u 4 i,

a s e.d co ntenv ocHvey a s %(.b as es M r -K e des tp r

(ocuis auJ Jim ettow/ Coa p g m 4n m s.

47 TABLEI 19 Ewen. ore narA paos vrucou cask wee Besign bedw Emp+q Fu(I

.4

\\/endor/Model 141 ~ikA C H i - TR.A C-

,6 A

wei 3h1(kips) 4s3

'z 43 c.g. O n ch) se 53 31

~

Vodor/'Hadel H i-SioeM I4 t -S ToRH

.B weight (kips) so3 36o c.g. (incM) 44 1 44 8 i

3.

\\/CMdo1~ Hodt!

44 \\- ST Ar R TR. A MSTO R i

C Welpi(kip)

(89 25C

~

c.g (Mch) 4 o1 do o 45 46 i.-e,,

STONE 8,CEBSTER ENGINEERING CORPOR ATION CALCULATION SHEET

& $010 66 CALCULATION IDENTIFICATION NUMBER J.O. O R W.D. NO.

DIVISION & GROUP CALCUL ATION NO.

OPTIONAL TASK CODE PAGE 83 CS 9 9 6.o L 64rathArdE of 9 9 6o t.-sc-lO d/A l

1 2

3 4

5

-rhe s eic mic loals om % e s+ rats are. hared ovi o.3 g.

ccele w 4rdu v a tu e.c o b+cd n ed b e Retemut 5

- No v p trp is po s +u to W sm et & e-v<n+rca_k g. vaut is svuallw ha f, o.

'1'b e -[-u (I w eig hF of e.acl, ca s k is esed 40 derive h h orig oaf Jes,3 w load s ou

%.e. stra4s an d h cJn n e c -hw s.

22 E WtlOPTA Weilt U q ~Votlu t

$$fLtTN Yi 7(&~1 k cacks A (FutC

~2 4 ~L x

o. 9

=.

k G sk B (FuLO 36o x

o. 9.

'524

.i

=

2.

x

c. cj 2 2s k ca s k c (pot.t.)

zs o '

~

30 k

k Cas k B (rseTy) sos 4

o.9

=

272 7 32 k

ca s.k c. Ce spry)

Is s o, c3 k

no.4-

=

34 35 36

-rhe n oximum sfrut loads, bered n 3.

hlt e_ask u>eigkts, are shouan in Ftgure 3 hr cas.k.s. A,a sc.iw cet) 2, as q pic f foc-AA\\ % ret c.e.u s.

45 46

STONE & CEBSTER ENGINEERING CORPORATION CALCULATION SHEET

& $010 65 C ALCUL ATION IDENTIFICATION NUMBER N

J,0. O R W.O. NO.

DIVISION & GROUP CALCUL ATION NO.

OPTIONAL TASK CODE PAGE DS9 9 6.o2-5dru c4u rAl 5 9 %,02 - 5c-to N/A i

Stru+ Wo%s 3

w g&" O freMer Gs k %[i32' % rage Cock) 5 lso

\\

DJ Typ e

(

54rd (6%" Cash

/

a i\\g,v)

Shifar 13. Ref.h, Pac-t22.s2 -stge 43o g

kvet.b capadh = 2 3 e k 9['O,, h. " R2r)

Pi n 4e p ;n =.4 68 a.s = / I 4. s ','

A r-

= e L s '4 4

P

'a 1

91

,n i3 f

=d

3 'O

%PE

2. 54r# Od 4 Gs0 17 6imilar 4. Ref.7 6,Ehff zioo-sigczoo

( )

b'i m easteas a re for I32"bia, %rnee wi% Lwel D c9aig h 324 ktp:-

ca k s

PN-%ptn - ( Whs,, 4 i,i = 3o:1"

. i '- s %.'

23 Pin-io pia dimeur Tom v%rg accor4kg 4,a cask dramehr(provNeA by Ah r),

. Type."( sirwt i.9 1 VE b

3 L '47 1

6 29 6 '4" 74/d'4

!7 7 L Type 2. 54 rut 3I 32 33 34 35 36 37 30 39 40 4i 42 43 44 45 46

cr' 1

STONE E CEBSTER ENGINEERING CORPORATION CALCULATION SHEET A seio es C ALCUL AT'ON IDENTIF4 CATION NUMBER J. O. O R W.O. N O.

DIVISION D GROUP CALCUL ATION NO.

OPTIONAL TASK CODE PAGE I5 o s s s c,.crt 5+rve:fta rd oss 9 6.o t-sc-lo Un

/

T: 16 O R E. 2.

i 3

d g:n ricA L dotuun LoAp3 4

D N"

2sT _

Zs ' d' 6

L 4 s.5*a 47,3]

Ii

'k

[b f%

n V

W

(/

u 9

4

,zu. ik bob

~M 4,

o p -

3-a J.__

_ _ fj}__ L[.p" IS s

t7a.I'katt k

' Zl6,7 4e 2.

k 170,t beit 2 72,7 bit, 19 to ri I CELL 2 C ELL 3

)

Et 23

r Fla

~

k 741 Es e

O J43 6

9 o

a er s

J-

+

lr o

I 28

h 303 k

3*f

<e3 42 N

e

\\sg

, -Q e

s,

,p E1. wo'.o*

v 1

3.

32 33 34 The 'crl+ica( loalhiq ovi %e colmns ocru rs i.

tcheH Oe bp c-oShs Ar e f-<Al[ cu(J % e boYbN casks are mbg-41 42 43 44 4$

46

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STONE & WEBSTER ENGINEERING CORPORATIOO4 CALCULATION SHEET

& 50t0 0 C ALCUL ATION IDENTl[4 CATION NUMBER

~

J.O. O R W.O. N O.

DIVISION D GROUP CA'LCUL ATION NO.

OPTIONAL TASK CODE PAGE lb os3 3 g. o2.

5&Y w+ur d usu S G. o 2-sc-Io U/h F 1 e u REE 3 M4 visus s.rgor Loes (Fute can.s) o 1

zs '- C"

_ 25 0" 7

e 9

~

I Ml

- w; z;31;e g,,ul_ R 2,t.4sf

-s n

eon.

s_

1 us

.3 1, _ '

2

_1

.t iii is t

to 28 22 n

1 24 n

k A

""i d'

243 e

a t,

s M F2 k

C "9 g G

250 e-n N.p

-[

.r 31 32 l

33 M. Pin -io pin t< rps o.? TYPE 4 edWN1 dmh a

sa in vgures 4.ma s, cera-g.

3.

O ptond art o,up menY; 2 *sWs oj. 7ym 4 on each stk 40 41 0 - dbt C

S J

U QO fLhdo TYPE l*

42 43 44 43 46

STONE & WE8 STER ENGINEERING CORPORATION u

CALCULATION SHEET A $010.*$

CALCUL ATION 10ENTI,FACATION NUMBER

" ~

J.O. O R W.O. NO.

DIVISION D GROUP CAI.CUL ATION NO.

OPTIONAL TASK CODE PAGE L.

05996,o2_

@rutfu rd 059 36, ol-s c-lo LI/71 F ) (, UR.la. 4 T Y P e.

4 sr=or Leng %,

4 S

- 15 0

gu.

%gu,ua 9

~

n

_ st" b s k 16

\\

eh 645kW gg s,

)

t0 g

2I

/

/2 24 4'

ts d

ts 21 to a,

g so p

31 3t I

I/

T,8

33 24.5" 34 3s 44 as g___-

1 s

37 16

=

s m

39

=

40 el

/

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43

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m m

36" 46

STONE & WEBSTER ENGINEERING CORPORATION CALCULATION SHEET oseio es CALCUL ATION IDENTIF,1 CATION NUMBER J.O. O R W.O. NO.

DIVISION D GROUP CALCUL ATION NO.

OPTIONAL TASK CODE PAGE M 05994,o2.

44rtrctu ral 059%.o 2-sc-lo tJ[A i

- i FIGugs s '

Tv ee 2 s-rau r Lenqm 5

15 0" s

g ysyg N

i N

io is2"E cask i3 i

i.s i

k.

A. 645W gg c

c I

0*

)

to ti tt l

23 f

24 f

i[

ts 26

_ J t.

9 3o 34 32 0

\\

33 s

_ 2e" _

q>+

35 36 y

_g l

=

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3.

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39 ao q,

7

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7

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39 40 e-4l m

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STONE & CEBSTER ENGINEERING CORPORATION CALCUL ATION SHEET

& 5010 85 CALCULATION IDENTIFICATION NUMBER J.O. O R W.O. NO.

DIVISION D GROUP CALCUL ATION NO.

OPTIONAL TASK CODE PAGE 20 OG 3 0) f,, o 2

$$rlAC& rdA 059 9 6 n o2 ~ S C-D O Nf8 i

3 3

AMCtloR Robs s

324k (rn 2. ~n rd 36 F = 3 2 4

<-os. 4 5. /

2 2 7 k i'

/

3 41 ;

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-+/

Fg. 3 2 4 & As.5, 2 a { k y

5 conse./aWah,cufume only 4 bods aAe e$c1ive-i4 k
1, 2au = se.o 4
is 4
I7 Ik
--o.
e---
ll N = H x 227 e 2 500 in-k j
__ 4. s,,
y
=
m i
2 r% (s.s)' +(i 4. s)' - 2 9 2,5 'd n
r
~
,, a
,, - t reo e
(O A was,4 z ro o x u.s =,o. s p g
3 ct) r!
2e2.s xz.
}
1,r _J.
%d matod a.R A 4C3 3 BL o r 9'v(tut i
uaag sy, los W
%)
Attou>. F+ = o, b tos =. 9 4.s M 30 A nwswum loaA on r-d "A";
32 y, + r, m ss.o 4,o,s
)ze.s k 34 h
h 4eb m
a l '1 ')
37 38 39 40 49 42 43 44 45 46 e
STONE & CEBSTER ENGINEERING CORPORATION CALCULATION SHEET
& 6010 65 CALCULATION IDENTIFICATION NUMBER J.O. O R W.O. N O.
OlVISION D GROUP CALCUL ATION NO.
OPTIONAL TASK CODE PAGE %l t
5 4
.5 6 hear Lo etcl evi 1204 s "A' a mi B -
r 7','z N
i TA
_48
~I _
\\
c n
-,cm
-.-y-
-}
p-p cy, sn g
4 l
s 15 A
14 4
Bra cket#5 Cf u m Q-
'2x Rod a r ea ots toorst ess< locaWm, be e
'e cH ve e reo. o.? l 3" pi cae o r-ik[e.{. Ai:M uHass oy r o[{-ttvrier s.
c.0. km sa,,A L
n x u + n. 2u za), u. as" so
+4 l._.- d is ka ce h o u t C. g
-h> Arear i e rog h 6.
L, = [w+(s.mfl 4 7.ss",
ti =
W4n#3bs.25" p
t. 3 = 5, t, = n " > L3 = g nfun.czof' - icni"'
L<,= [cn,n # +( 6 N a.cs "
~~
C s
a
..m-s 2
_ 2,2 @ L,,_ + 2 L. + L a. +L4 + L,s + L c ) =< l o7 2., S~, m _... -
g 2
M = z z, x s.s - a 2 e. s ;n_k
~
M k
S h ear" f a oM in Ro d S = l')29.5xf 6.7!, g, o3 dW4. b N tv dL X.
3 2 x 10715 ek<. b Fg, 5 ku r-/6 o 6 = 2 27 -= I4.2.k k
In *-MrecHen, Auth M, %
x i s..wlotM 3
tsm k
l,'
%b i shear i n 2-direchw = 14,2 + co.7%24,99 k
in y-direcHon, clu c h H; E'rny = H
vis.03= lo 46
c ns.,\\
g k
..l hx, sheer lo od ; r =
(z 4 9 f+(io.+6)G
= z 7. 09 45 46
STONE & CEBSTER ENGINEERING CORPORATION CALCULATION SHEET
& S010 06 C ALCUL ATION IDENTIFICATION NUMBER J.O. O R W.O. N O.
DIVISION & GROUP CALCUL ATION NO.
OPTIONAL TASK CODE PAGE 21-i Based on 4e rab o.f nornmt e trou;aw _+ren ec fom 4 4 ATSL (ch, wi% Tem &O.6 Sy, $ %sr= a+Cy, skeor s4ren doe =.e _h 34.s ts kd O.6
-Th ee s4r e ss =
z' m i s si La Coassdo:Hvs%,Lua.A w & On ea h kne%
bcGeen 4ension and shear, (qp'c.a1\\q J t is non imes),
15- '
1.,.S.
,,2 L 4
= 1. o 1 x.t.
se
=J 4. s 42 16 B aseb ery he.
Co%CfAVmfiSW1 5nvo\\ Ved tm
& au%h' tor ass umptw s, % 4s 'l 5 'i n e y a p u a a y u..
24 6 hear stress du t%, -&rck, plcdt; g _ p29.s x Is.2s x 2. =f3,6 kd i
n 2 x fo2 2. B vl.~n 29 Allou). shear stress Fv, o.wi,ms s= 20 2 ki 31 I
~6lb S
A 34 35 36 37 38 39 j
40 di 42 43 44
]
45
)
STONE P. CEBSTER ENGINEERING CORPOR ATION CALCULATION SHEET
& 6010 65 CALCULATION IDENTIFICATION NUMBER J.O. O R W.0, N O.
DIVISION 0 GROUP CALCUL ATION NO.
OPTIONAL TASK CODE PAGE 13 os9 9s.o2.
Gir u % al as93 6. o 2 -s c-lo O/n I
t Aue4onRoAs(cod'd)
The-rn a:d mum F3 l o a3 2"
on one brachd is n 7 kips.
g b 727 Rod orea(l/2
/ 55 I '7 '?
-] r 31-7t= bl.T72n = 6A. I kL,
-1. (.08 hl q!! -,
l:
- p;^ p q_
esaw;T a as eas aceas)
~
U(2)D(b fak 04 O lloadfn4endonj ctd (2)c c.onservaHveh constJeAug &"c s,
f Yf
(
44.1 ksi < 94,s kA 23 The h yhest lo a.J
/s im ro4 "A" :
Tension,T = Izs.s k u
n., +
m ac, s 2,. o s
'l, sua e 7oxx etednay k
-f Iz b5 y
si
-c_
l{hRo4 *A" 2e d,WRlb Mea.==. @u.skt7,oshpI
.7
, t
~
4 3,
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'd. to =
47
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'[,
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+
J = f. s + 2 x hI
= 2. n l
t " h'lleh;d4 I
Ar-1
STONE & CEBSTER ENGINEERING CORPORATION CALCULATION SHEET
& 5010 66 C ALCUL ATION IDENTIFICATION NUMBER J.O. O R W.O. NO.
DIVISION D GROUP CALCUL ATION NO.
OPTIONAL TASK CODE PAGE~2 4 ag e m,. o 2.
s+r u h ral oses.ca -sc-s o U/A i
t 3
4 4TA<t 13o 64 rut ~ Bracke7
-ryes ( sarut (H.62s A= 2 (H.62s& E.e7s) =. 4i m
Bya !4 62s (II.(:,25&3x8,Osh I481 M 2
g.s,s
[
f-Fx.=. z z. 5 4m 47/= 14 s. 4 E
~
/
F.a= z z s cos+,.i= I s2. 6 k.
X My =. g.s x #72 6= 12 er7. i in-k i,
( I65 4 4 (se.L gisz.6g'7,2 tJdibdd.(orre, '- -
12971
+s 4t st
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23 id i 3. 3 r7 si R"b. Wp c y,g73 o.,oaw.n
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{
32 33 34 35 36 37 33 39 40 4I 42 43 44 45 46
STONE & CESSTER ENGINEERING CORPORATION CALCUL ATION SHEET
& S010 06 C ALCUL ATION IDENTIFICATION NUMBER J.O. O R W.O. N O.
DIVISION S GROUP CALCUL ATION NO.
OPTIONAL TASK CODE PAGE 2 5 05 '3 9 6. o z.
54 r ut.Ma.f o.f S 9 (.o2-s c-. i o U/A i
2 3
4 dite 2 D o
%T 9.naeket ryes 2. strwt t
'/ t A: 2 (19 tiz.7s)- 43. s 'm te'
~E r
( 19+ % l'zas) = 262,4 C y
c
\\
szns p
k Em
]
Fx. z a l '
,Fg:.c.27
/
Mym ff x 227 *' 2 5 0 0 ia-k 16 K
17 Unif vaeld Or<e/ =. _(25 ' + 25m p,( 2 27)j,1
'a ro i
_ as,s m.6 67.5 H.84s k/4
=.
R
&, u)
M 8+5
= 0. 4 o 'w ono7x21.0 x W 3,,, y g.ngag n
er 20 29 30 31 32 33 j
34 3,
36 37 30 39 40 di 42 43 44 45 46
8-11-1999 1 25PM FRCH STOhE Ato WEBSTER 303 741 7095 P.1 Cak, Wo. oress.oa-::c-, o 1.-n -M Ameuoof A, u 9e A --Q)\\-to
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1-09-1999 5:37PM FROM STONE AND WEBSTER 303 741 7095 P. 4
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[alC, tJ o s O C 9 96.02 -S C-4 D
'{
f %& mest A, p q1 A-3 Table 3.2.2 125-TON HI-TRAC TRANSFER CASK WEIGHT DATA WEIGHT (Ib)'
ITEM Bogight Comoonent Assembly We i
125-Ton HI-TRAC Transfer Cask with Pool Lid 142,988 143,500 Pool Lid 12,031 12,500 Top Lid 2,730 2,750 125-Ton HI-TRAC Transfer Cask with Transfer Lid 152,636 153,000
'O(
Transfer Lid 21,679 22,000 Top Lid 2.730 2,750 MPC-24 Without SNF 39,667 Fully loaded with SNF 79,987 80,000 125-Too HI-TRAC with Pool Lid with loaded 222,975 223,500 MPC-24 y
125-Ton in-TRAC with Transfer Lid w/ loaded 232,623 233,000 MPC-24 MPC-68 i
Without SNF 39,641 Fully loaded with SNF 87,241 90,000 125-Ton HI-TRAC with Pool Lid with loaded 230,229 233,500 MPC-68 125-Toa HI-TRAC with Transfer Lid w/ loaded 239,877 243,000 MPC-68 g
t All calculmed weights are rounded up to the nearest pound tt Boundmg weights or calculated weights may be used for analytical calculations, as appropriate, to msure conservatism in the results.
SHADED it.A i CONTAINS HOLTEC PROPRIETARY INTORMATION HI-STORM TSAR Rev.6 Report M1951312 3.2-3
& m ag MTER 303 741 7095 P. 3
\\
Q l c, tJo, o S9 96.c 2 - :.c-tv S
lbchw ed h > H$Q A -
l Table 3.2.1 HI STORM 100 OVERPACK WEIGHT DATA WEIGHT (Ib)*
I Component Assembly g.
Im (ib.)
(Ib.)
Weigh (Ib.)
1 Overpack 1
268,334 270,000 Overstoplid 21,638 23,000 MPC-24 i
Without SNF 39,667 Fully loaded with SNF 79,987 90,000
%erp_ack with fully loaded MPC-24 348,321 360,000 bJL MPC-68 Without SNF 39,641 Fully loaded with SNF s
87,241 90,000 l
Mk with fully loaded MPC-68 h
355,575 360,000 Overpeck with minimum weight MPC 307,975 303,000
~
without SNF (Lower j
Bound) l l
i l
1 Au calculmaed weights are rounded up to the nearest pound tt Boundag weights or calculated weights may be used for analytral calculauons, as m4, to ensure ecoservatism in the resuhs.
SHADED TEXT CONTAINS HOLTEC PROPRJETARY INTORMATION 4
HI STORM TSAR Report H1951312 Rev. 6 3.2-2
F G)-11-1999 1 :28PM FROM STONE AND WEBSTER 303 741 7095 P. 4 CalC. h]o. o 59 96,e>2 -Sc-t o
{
L.dgC A%%en A > ? y A-5 Table 3.2.3 CENTERS OF GRAVITY OF HI-STORM 100 CONFIGURATIONS Height nCG Above Datum, 4
Consposent inches HI-STORM 100 Cm=E aa=*v 116.8 125-Ton HI-TRAC with Pool Lid *==tv 90.51 125-Ton HI-TRAC with Transfer Lid ematy 88.19 MPC-24 Fiaa*v (See Note 2.1 108.9 MPC-68 F=ney (See Note 21 109.9 p
L MPC-24 with Fuelin Overnack 118.39 MPC-68 with Fuelin Ovewi 118.38 125-Ton HI-TRAC w/ Pool Lid and MPC-24 w/ fuel 93.88 125-Ton HI-TRAC w/ Pool i id and MPC-68 w/ fuel 93.95 pt 125-Ton HI-TRAC w/Tr=ader Lid =ad MPC-24 w/ fuel 91.66 p
A 125-Ton Hi-TRAC w/ Transfer Lid =ad MPC-68 w/ fuel 92.34 100-Ton Hi-TRAC w/ Pool Lid F=aty 85.57 100-Ton Hi-TRAC w/Tr=ader Lid F= *v 85.73 l
100-Ton HI-TRAC w/ Pool Lid =ad MPC-24 w/ fuel 90.31 100-Ton HI-TRAC w/ Pool Lid =ad MPC-68"w/ fuel 90.54' 100-Ton HI-TRAC w/Tr===far Lid =ad MPC-24 w/ fuel 91.24 100 Ton Hi-TRAC w/fraader I id =ad MPC-68 w/ fuel 91.92 Note:
l 1.
'The datum used for calculations involving the overpack is the bottom of the overpack i
5;'+ The datum used for +d-*% involving the HI-TRAC is the bottom of the pool i
lid or transferlid.
l 2.
The datum used for cale'1*aae involving only the MPC is the bottom of the MPC t-- f e=.
SHADED TEXT CONTAINS HOLTEC PROPRIETARY INFORMA TlON H1 STORM TSAR Rev.6 Report Hi 951312 3.2-5 1
9 L_
0-11-1999 1:29PM FROM STCPE APO WEBSTER 303 741 7095 P. 5 l
l l
(odc, Do, 0 5 9 96,o2 - Sc-1o A+fse%d A, pqe A - &,
(
Q Table 3.2.1 HI-STAR 100WE10HT DATA' CAlfUIATED WEIGHT Ob) l laus Congemest AmessMy 153.710 Overpack O@ closure place 7.964 MFC 24 Fuelbeekst 17,045
' Without SNF 39,667 79.987 Fully loaded with SNF C
-- 5 > NM'w$bMFC24 233,697 fJQ-
[)
MPC 68 Fact besket 15,263 Without $NF 39,641
=
87.241 Fullyloaded wish SNF y
, Cpb#dLn t MG b verpeckwickfullyloadedMFC-68 240,951
-b- >
O 189.000.
Ovespeck with minismin weight MFC wiebout SNF (Value listed is lower bound to actuel sumisnam
-'@ of193351lb.)
t All calculated weights are rounded to the acerest pound.
Rev.8 Hi-STARTSAR REPORT HI-941184 August 1998 3.2-2 l
l l
C-11-Ot M i U tauiM WiF0FE AND WEBSTER 303 741 7095 P. 6 l
Q (c,Mo, OcB9LoL~sc-so Ahckmx4A, pap A_7 l
l l
l
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Table 3.2.2 l
CENTERS OF GRAVITY OF HI-STAR 100 CONFIGURATIONS Compooemt Height of CG Above Datum', inches Overpack empty 99.7 MPC-24 empty 108.9 i
MPC-68 empty 109.9 MPC-24 with fuelin overpack 101.8 OC, l>
MPC-68 with fuelin overpack 101.8 bA-i The datum used for calculations involving the overpack is the bottom of the overpack bottorn plate. The datum used for calculations involving the MPC only is the bottom of MPC baseplate (see Figure 3.2.1).
HI-STARTSAR Rev.8 REPORT HI-941154 August 1998 3.2-3
W G-11-1999 1:31PM FROM STOPE Aro WEBSTER 303 741 7095 P. 7 Q!c, Wo, 05 3 96,01-S c-fp AHo ch mu& A > F g e. A-S S
- TranS
torage Cask Revision C
- ~2 H023 November 1998 TABLE 3.2-1 Transtor* SYSTEM WEIGHTS AND CENTERS OF GRAVITY ITEM DESCRIFFION WEIGHT abs)
CENTER OF GRAVITY Osches above bottom)
PWR BWR PWR BWR Storage Cask Lid 1,235 1,235 N/A N/A
Basket StructuralLid 2,730 2,730 N/A N/A Basket Shield Lid 7,350 7.350 N/A N/A l
Transfer Cask Lid 400 400 N/A N/A Basket 29,215 31,250 88.3 89.0 l
(Empty, w/o Uds)
Basket 87,840 94,075 93.5
%.9 l
j (Leaded w/ Water and Shield Lid)
Basket 77,760 84,020 97.5 100.8 l
(LW. dry, w/ Lids)
Storage Cask 222,200 222,200 109.4 109.4 '
(Empty,w/o Lid)
(Empty, w/o Lids) 110.6 l
Storage Cask & Basket 252,790 254,825 110.5
Storage Cask Ac y) 297,200 307,600 113.9 113.9 l
(f W w/ Lids Transfer Cuk 126,230 126,230 90.6 90.6 (Empty w/o Ud)
TransferCask withBasket 156,100 158,100 92.8 92.8 l
j (Empty, w/o Stueld Lid)
TransferCask withBasket 212.400 222,000 97.9 98.1 l
(Loaded,w/ water and Lid)
TruesferCask withBa 200,430 210,850 99.0 99.2 l
0 -tari dry, w/ Lids) i 3-2
-l
e-n-iggs i,3am mm sTmt no wessTra sea m 7095 P. 9 G lc, tJo, os.99 6.o2 -sc-o o SAR-TranStor* Shipping Cask A -Ha c h me f A > P us A - 3 Revision A Docket No. 71-9268 -
Febs ty 1999 TABLE 2.21 t
TRANSIORm STEM COMPONENTS USED FOR SHIPPING wuGHTS AND CEN1ERS OF GFAVITY-BWR s w a nashot awamasket 175 loch Ca@y Beight ISOinch Ca@y Beight Campesest Descripties Centeraf CamserW Weight Odys) d'**,F weight Odys)
,'**,F G
n wa.w n
wn.w amts:(saml-includes sencaualLid) 40.5 110.2 41.3 112.8 Basst Strummel1Je 2.73 WA 2.73 WA Besiast weekFast 83.2 98.2 84.0 100.9 Waner 13.0 NA 13.5 WA Cask (wsshoutClemm 140 152.4 96.7 152.4 96.7 Cask (with ClosurLid & 5pesar wtsee 160.9 102.7 159.8 101.8 appusehis)
Isupset1.isseurs 34 WA 34 WA Consents fast) 42.7 WA 42.7 WA IJilag Yeka 4.5 WA 4.5 WA D
timenttheHook WeighF 248.5 300.0 249.s. <
101 9 Tsenspost Weight 278 WA 279.3 WA
Asmunes that at least 225 gallens of woesr (1870 h) ass pumped out of the muk as the pool surfeos to put within 125 een (230,000 b) csame capecusy for met loadas. This meest is in addioso to wassr ressemi assus the top atteshet skiskilid.
)
2 17
C-11-1999 1:32PM FROM STONE AND WEBSTER 303 741 7095 P. 8 Cod c. tJo a c) C 9 3 6.o2 -r c-o y l
h%o e4 mea + A> 99 <. A-tol,A -m SAR-TranStor* Slupping Cask Revision A Docket No. 71-9268 February 1999
' ' " ' ~
TABLE 2.2-2 TRANSTO SYS11M COMPONENTS USED FOR SHIPPING GBTS AND CENTERS OF GRAVITY-PWR 1
PWRBashd FWR Banks FWR Basiwt 1M la. Cavity Beight 175 la. Cavity Beight 100 la. Cavity Beight t~
Center of Center of Center of W@
Gravity weight g,,,;,7 We g,,,gy (kirs) wn (ki 8) ensbo mbm (kipe)
Wenn P
n.m wa.w 6.m
.rs.e n.m. wa-.)
Banks (total-37.7 108.2 37.4 109.0 39.3 113.5 isoissbag Structural j
W)
Beska StrucensalLkt 2.73 WA 2.73 WA 2.73 WA i
BasketwithPoel 77.6 95.9 77.8 97.5 73.6 102.2 1
Water 12.9 WA 13.5 WA 14.6 WA Cask (without Clemme 152.4 96.7 152.4 96.7 152.4 96.7 Lid)
Cesk(with Cloewe W 161.2 102.6 160.9 102.5 159.8 102.0
& Speast)
ImpactLlamas 34 WA 34 WA 34 MA Comments feet &
39.8 WA 40.3 WA 34.3 NA Control f'W Envelop)
Ldhag Yoke 4.50 WA 4.50 NA 4.50 WA UmlertheHook Weight 244.7 99.1 245.5 99.6 243.2 101.0 C
n,-tWeight 2M.2 WA 275 WA 272.2 WA PA 2-18
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