ML20082K633

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AP&L Miscellaneous Re Spent Fuel Shipping Cask Drop
ML20082K633
Person / Time
Site: Arkansas Nuclear Entergy icon.png
Issue date: 10/11/1978
From:
ENTERGY OPERATIONS, INC.
To:
Shared Package
ML20082K613 List:
References
11406-130, NUDOCS 9108300152
Download: ML20082K633 (34)
v • d • e


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= 4h 3ac PS l FRO ^ / MIL L CFA'77F/ CA 7"E

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  • ppnq ysszy Suppa,g y-dr /VES /1 A V - P A / lVRE SH,CA i 9 C{). Os '2: OA/ 5 00 /N. DACP W/7H 4'O A's VEs24 iA) MAX. SHD1A POA CE AnO S A FTr FAc TOR Ml IA .

E,=

2 ( Mr.,4 N/g ) 1 f>.

S ~ ~~, a/ ^jL to = $ <( P - 66 it > ( scrz'.?- 5I -0. oPir )

2 ( 70 4 1 1' 72 '- #

? F' *- l' !l /075 922 2/61:42- 2/64.6 2 P* af 54 g2 0,17 5 T' h- 27 2 / P -/6/172,.V8 =0 2 7. P / + J <2 7. n' Y+4xisi2,2,.csxw,s P 2 x 0, / 7f

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=' 17 i -

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= 7 7'?.s f b' .

e

-q osis te s .m

. CALCULATION SHEET oxy, 3 2Y.7f 02; ION av O E DATE CHECKED BY _ SHEET NO. 7 rnoJecT b AUYlblA A N l Jon No. / IA OS~'IO CU3 JECT CACK ACP j 1 UM?04/ CALCUuTION NO. // M H MLE NO  !!d 'l3 #

A LLC n/AE._'s CCA/6wfb S//EAA CA/CA ' C /TY CF CCNC.Cr7AT l 4

AAir) 1VE 6 RE/A/Fl'xCE Mrgi7 l

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= stor. 98 '~"

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= /7 /

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< 717 C;

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CALCULATION CHEET , "q ., i DATE s..k N

. DECION By DATE.

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PROJCCT t/ /ARY kW WM9 ,o, no_ _ jj;o f.iy a cuaseCr M 54' DROP JVAluAr/CA/ _ cAuCuvrson no..ll#C-/ 3 0 r,a No lldCb-l0C (2) BASE b CN 9"t*0P IWro 2 rmer -fc' > = 260 t's i Wstceta l

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=

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e -

I ,

COMPARISCN BETWEEN 1963 AND; 1971 ACI CODES >

CAL.N? 5/

4 r J,s d ilWb -I3M g, gg //ggpf, /3 p DROP EVALUATION

SUMMARY

FOR .

T .

THE 25 TON HANDLING CASK C3 ELEVATION 404 lb O (Over Control' Room)

. Case I. - 16 drop evaluatkon for 3" travel height with n6 hexagonal honeycomb. b Case II - A drop evaluation for 9" travel height with 2 inches of hexagon'al honeycom .

(including fernula 4-2 for ef fective The following results are based on Bechtel BC-TOP-9and the Ultimate Strength Design Methods:

moment of inertia for calculation of deflection) CASE I CASE II 1971 Code 1971 Code 1963 Code 1963 Code 07 Mps 07 Mps =2.01 007 kips =2.01,'

Shear Capacity  : 807 kips =1.03-

= 1.03 401 kips 401 kips 780 kips 780 kips Shear Computed 6345 kip-ft =2.22

6345 kip-ft '1.15', 634 5 kip-ft =1.15 6345 kip-ft =2.22; 2859 kip-ft 2859 kip-ft Moment Capaicty 5506 kip-ft 5506 kip-ft Moment Computed -^ "U ^ fN culatica of peak 543 psi bond stress rot req'd 543 psi =5.84' Bond Stress Capacity. 177 psi

=3.07,* bond stress nst req'd 93 psi bond Stress Computed

  • Development Length 33 in. =1.03; 33 jnt =1.10

- 33 in. =1.03; 33 4nt =1.10 32 in.

30 in.

Provided _

32 in.

30 in.

Development Length Required e ,

  • seimi em ,

"

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