ML19318A359

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Forwards Addl Info on Model 589 Re Application (NEDO-24613) for NRC Certification for Inclusion in 800324 Submittal. Oversize Drawings Available in Central Files Only
ML19318A359
Person / Time
Site: 07109139
Issue date: 05/29/1980
From: Cunningham G
GENERAL ELECTRIC CO.
To:
NRC OFFICE OF NUCLEAR MATERIAL SAFETY & SAFEGUARDS (NMSS)
References
16456, NUDOCS 8006190915
Download: ML19318A359 (44)
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{{#Wiki_filter:c-71-1139 GENERAL ELECTRIC ~ NUCLEAR ENERGY BUSINESS GROUP GENERAL ELECTRIC COMPANY,175 CURTNER AVE., SAN JOSE, CALIFORNIA 95125 May 29, 1980 ~

Reference:

  1. 719139 U. S. Nuclear Regulatory Commission Department of Transportation Washington, D. C.

Attention: C. E. MacDonald, Chief Transportation Certification Branch Gentlemen:

SUBJECT:

ADDITIONAL INFORMATION ON MODEL NO. 589 PACKAGE DESIGN On October 4, 1979, General Electric submitted an application (NEDO-24613 package Mod)el No.for NRC certification of a radwaste shipping 589. On January 14, 1980 the NRC requested additional information which was supplied in a revised submittal on March 24, 1980. Attached is additional information prepared by our General Electric Staff for inclusion in the March 24, 1980 submittal in response to a subsequent NRC request. We trust this information is satisfactory to permit issue of an appropriate certificate of compliance. Very truly yours, GENERAL ELECTRIC COMPANY rd nn . E. Cunningham 1G45O Senior Licensing Engineer Nuclear Safety 4 Quality Assurance Mail Code V18 Attachment 8006190 THIS DOCUMENT CONTAINS / P00R QUAUTY PAGES

1 . G E N ER A L I@ E LECTRIC NRC C0hMENTS 'ID GENERAL ELECTRIC Revised Application of May 30, 1980 .( Amended Report NEDO-24613 ) 1. Show that the top impact limiter will not shear off under worst case drop conditions. Reply: The new solid impact limiter comprised of water proofed laminated CDX plywood is shown by calculations not to shear or twist away from the protected cask seal area under side, corner, or intermediate impact angles. SEE PAGE: 1-30g 2. Demonstrate design adequacy of the load binders under non-uniform loading conditions resulting from a top corner drop. Reply: Pages 1-7 through 1-10 inclusive have been revised to demonstrate that the forces on the load binders under non-unifonn loading do not exceed the tested values. 3. Calculations do not support position that the cask lifting trunions on impact with a non-yielding surface will not puncture the cask vall. Reply: Calculations and drawings show that the new energy absorber will strike the unyielding surface first and absorb the energy of this impact thus eliminating the cask trunion puncture concern. SEE PAGES: 1-30 through 1-30s 4. Consider the effect of.a secondary impact subsequent to the cask dropping 12" onto the bottom corner followed by a rotational drop impacting directly on the cask trunion. A~similar consideration should be made for the case in which the secondary impact is against the unobstructed wall of the cask.

G EN ER AL ([) ELECTRIC Continued: Reply: Very conservative calculations (ie. no energy of the drop is absorbed in the first impact on the cask bottom and the total energy is absorbed by the impact absorber) show that: a)The energy absorbed is sufficient to protect the trunion from impact. b)A sidei drop in an area without a trunion produces no seal area deformation. Remaining crushabic wood exists after energy absobtion. SEE PAGES: 1-30n through 1-30x 5. Show that the energy absorber attachment will maintain the energy absorber in place on the cask for a secondary impact. Reply: Calculations show that the 1" locking bar under the lifting trunion secures the trunion in place under the conservative a high impact "g" loading conditions (this assumes a 100% resiliant impact). The locking bar supporting wood will not yield under j either bearing or shear stress under these conservative i conditions. l SEE PAGES: 1-30t and 1-30u i I i

/ INSTQDdTions Fog usE oF ATTF)CBED DodumcWs N SuPP6eT OF AmeH0E0 REfbRT NE00 - 24613 GENERAL. E1. ECTR)C CO. 1. DocomEuTs suemtTIF.4 H6AETO ARE'FoAHl!Hce AS A WES#oNSE To ME 14R C s -t:WE comABIKS. SEE ATTA QMED. 2. WEPLAcE DRewwc SSol sm 1 oF 3 WEM o rN im DAhW1HG 689 s%T. ) of S CEV. A 3 ReptAct Cahwwc Sect syg g oF 3 BEv o to1T}-). DAbwsuo sect sw-2 0 F 3 REV. \\ 4 REMocE O28WNG SBol swT 3 oi:S WE(/. 2 wrDa CRAwwc Sect syn-3 of 3 eeg.1 F. REAAc6 lysi Fot totowG List 6d foCES oM 6 096 Vod-o nG GhS%S: v hus trt (onG ssEET) c -1 6-Z G-5 G-9 7.o Aud 7.1 (comsmso wro owc #6 cc) 1.'A (Note ouE ff)cE 9) 1TsELF) 6 R6#te CE

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z.-m m ~..---:==ze 1 NE00-24613 Radwaste Design Requirements (Continued) REQUIREMENT HOW MET FOUND IN i Package Standards (10CFR71) SECTION: (71.31c.2) If there is a system of Analysis 1.4. 3. 2 lifting devices which is a structural part only of the lid, the system shall be capable of supporting three times the weight of the lid and any attachnents without generating stress in any material of the lid in excess of its yield strength. k (71.31c.3) If there is a structural Wooden energy absorber __. See Cask (X. part of the package which shields and obstructs Drmvings lid hooks to prevent I x could be employed to lift lifting cask by them I the package and which does not comply with 71.31c.1, k the part shall be securely covered or locked during [ transport in such a manner as to prevent its use for that purpose. (71.31c.4) Each lifting device which is failure analysis 1.4.3.5 a structural part of the package shall be so designed 9 that failure of the device under excessive load would not impair the containment o'r shielding properties of ,q the package. i l } I V 1 1 m_. - - - + - h**e

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i NED0-24613 Radwaste Design' Requirements (Continued) .) REQUIREMENT HOW MET F0VNO IN Package Standards (10CFR71) SECTION: (71.31d.1) If there is a system of tie-Analysis 1.4.4 down devices which is a 1.4.4.1 structural part of the pack-13.4.2 age, the system shall be 1.4.4.3 capable of withstandino 1.4.4.4 without generating stress in 1.4.4.5 any material of the package in excess of its yield strength, a static force ap- ' plied to the center of grav - ity of the package having a vertical component of two' times the weight of the pack-age with contents etc., a horizontal component along the direction in which the vehicle travels of ten times the weight of the package with its contents, and a horizontal component in the O transverse direction of five l times the weight of the pack-i N age with its contents. g (71.31d.2) If there is a structural part Wooden enery absorber See cask of the package which could be grge gt Drawing employed to tie the package lugs to secure the cask i 7 t a trans p t. down and which does not com- . ply with 10CFR71 paragraph 71.31d.1, the part shall be securely covered or locked vi O M_* iM AG_ _ w.mM mems. J-h-

NEDO-24613 q 6.0 OPERATING PROCED.UR _ES The following paragraphs contain reconsnended cask loading and unloading pro-cedures, including driver check lists. These are not mandatory procedures, as time and experience of use may dictate procedural changes. 6.1 LOADING PROCEDURE (FOR THE GENERAL ELECTRIC MODEL NO. 589 LOW SPEC ACTIVITY LEAD SHIELDING SHIPPING CAS,K) 6.1.1 Loading Procedure Prerequisites 3 1. The cask is properly centered on the truck bed such that there is no " listing" from the vertical. Any such " listing" could hamper loading the container into the cask by the remote operated crane. 9 Driver 2. The wooden energy absorber is removed. 3 O/ The cask is properly secured to the trailer by the cables, and all of the cask bottom flange bolts are properly tightened. Driver 4 The cask surface is clean and ready for tagging. Operations 5 All water and debris have been removed from the empty cask. Inside surfaces have been " smeared" to check for possible contamination. Operations 6 The lid safety wires have been removed and the replacement wires and seals are on hand for resealing. Operations 7 The cask drain plug is in place and secure. Operations 8 All of the lid binders are loosened and disconnected, lubricated and operable. To minimize retightening time, the binders shall be pre-adjusted. Opera tions 6-1

NED0-24613 O o V. g 9 The truck bed is cleared of extraneous equipment and ready to receive 5 the lid upon removal. O Driver 10 The truck loading bay is clean of any floor contamination. Operations

11. Determine that the annual maintenance leak-test has been successfully performed within the preceeding 3:-month period.

Operations

12. Prior to loading, inspect the cask gasket for nicks, gouges, and flattening below the machined surface it is to seal. If any of'the above items are present, the gasket is to be replaced, and the cask successfully leak tested.

Operations 6.1.2 Loading Procedure 1. Back the cask into the cask loading bay when directed by operations. Driver 2. Assure that the cask is vertical in its final position for remote loading - at this time all personnel will leave the imediate area for the remote loading of the containers into the casks. Operations s NOTE: THE ENTIRE CASK SHOULD NEVER BE LIFTED BY THE LID'H00KS-THEYAREONLYFORLIDREMOVAL-NEVERENTIRECASKLaTTIfiG. 3. Using the Radwaste Bridge Crane, lower the multipurpose strongback into position over the cask and remove the lid (binders should al-ready be removed from lid). Place the lid (preferably) on the truck bed in the same rotational orientation as it was taken off. Operations 4. Inspect the inside of the empty cask (via TV viewing) to be sure it is free of any foreign objects or water. Operations 5. Pick up the filled large container to be shipped and have it " smeared" l for contamination. Provide the driver with a copy of the smear test results. The container must be free of any smearable contamination before insertion into the cask - or shipment. Operations ^td i 6-2 m

~ _ _.. ~_ NED0-24613 o c)- Less than 2 mR/hr in the cab at both the driver and passenger seat (Max. reading = ) j d) Less than 2 mR/hr in the " sleeper" (Max. reading = ) 0 12. nave you received a radiation / contamination survey record of the loaded cask prior to departure from the facility's health physics nonitor? ' O13. Are the cask shipping papers completely filled in and signed by an authorized person, and do you have a copy to carry with you? O 14. Has the shipping party received his appropriate copies of shipping papers, radioactive materials packaging records (or radioactive [ materietis transfer records) and bill of lading? O o ts aex' # ioeded tre<1er scoss eisat does aat exceed a'9"~er eiio eaies (depending on route taken).

16. Did you perform a routing maintenance inspection on your tractor /

trailer rig? O17. Did you call your dispatcher for routing? 18. Is the facility accepting this waste licensed to receive the specified quantity, form and isotopes (check radioactive materials shipping form)? O19. Do you have an emergency phone contact in the event of an accident?

20. Have you received emergency instructions or related training in the event of an accident?

l

21. Have you received any radiation or health physics training?

b-v 6-5 ' ~ ~ ~

~ NEDO-24613 0

22. Do you have a film badge or dosimeter, and do you know how much radiation you may legally receive?

.I C23. Does the cask have its wood energy absorber in place and secured? 6) 'n I CERTIFY THE ABOVE INFORMATION TO BE TRUE AND COMPLETE. SIGNATURE DATE g COMPANY O 6-6

...___.___a.___._.._.-.,____ -i NEDO-24613 { -6.2.3 ' Driver Checklist at the Burial Site (Empty - Departing) 01. Are all " radioactive" placards removed from the truck and trailer? O 2.. Does the cask have two " EMPTY" tags on it, and the full tags removed? O 3. Is the cask labeled " EMPTY" on two sides? O 4. Have you received a signed copy of the burial site's Radiation / Contamination Survey? O 5. Has a routine maintenance inspection been performed on your tractor / trailer rig? O 6. Is the driver aware of the following cask handling restrictions? a) No cask lifting by lid hooks. b) No cask tie down by its main lifting hooks. O t O 7. Are the lid hooks and lif ting lug shields in place? O 8. Are all cask tiedown cables and pins properly secured, and are all the cask bottom flange bolts properly tightened? 0 9. Are. the radiation levels acceptable

  • for departure?

a) Less than 200 mR/hr contact reading on the cask. (Max. reading = ) b) Less than 10 mR/hr at all points 6 feet from the vertical planes of the truck body. (Max. reading = ) c) Less than 2 mR in the cab at both the driver and passenger seat. (Max. reading = )

  • If readings are higher than specified, notify facility personnel imediately -

..O. and investigate for any potential contamination - as the.e should be essentially . no dose but background radiation. 6-9 w*-We' w +y--- p ws----w -yw-ey ma:- g --e-g 9 9 og. ye -** +m9 se e-4y a. 9 3,----

NE00-24613 9 d) Less than 2 mR/hr in the " sleeper". (Max. reading = ) 0-10. Has the " Bill of Lading" been signed? O 11. Has the " radioactive materials shipping form" been signed and do you have your copy of it? O 12. Are all eight cask lid binders secured and hand tight with their handles flush against the cask body? O 13. Does the cask have its wood energy absorber in place and secured? o D. 9n 4 0 0 I CERTIFY THE ABOVE INFORMATION TO BE TRUE AND COMPLETE. SIGNATURE DATE COMPANY l I l O 1 6-10 ~ ~. . _,,.u -

Oc 7.0 ACCEPTANCE TESTS AND MAINTENANCE PROGRAM 7.1 -ACCEPTANCE TESTS On completion of manufacturing a Model 589 Radwaste Shipping Cask, each cask must comply with the following manufacturing tests: a. LTP-589 Leak Test Procedure to test the sealing capabil-ities. m b. GP-589 Gamma Probe Procedure to verify the cask's uniform i shielding capabilities. On c. LT-589 Lift Test Procedure to verify the designed adequacy ( of the lifting lugs. Before actual use of the cask for shipment, it shall have been successfully tested in accordance with the cuarterly mainten-ance leak test procedure during the preceeding 3 -month period. ~ ( )- Lid gasket replacement is done on an "as needed" basis as deter-mined by the operator's procedure, or by failing a leak test. ~ b i 7-0 l l- ~ ~

a __...... - - NED0-24613 ,. m u 6 1 oe I i k k f 7.2 MAINTENANCE PROGRAM k '. ' N >p q The maintenance of the cask will be minimal as it is a simple container with the only moving parts being the Load Binders, a removable lid and a s wood energy abostber. i 7.2.1 Load Binder h This load binder is a simple form of machinery and requires periodic inspection and maintenance. The inspection shot'd be a visual check for wear, permanent deformation, cracks, nicks or gouges. Periodic cleaning and lubrication of the pawl ports and screw threads of the ratchet binders will prolong their life and reduce frictional losses. Lubrication (with any heavy duty grease) shall be done at least four times a year. They shall be inspected with each use. i 7.2.2 Lid Gasket The lid gasket provides cask leak-tightness. At each use (trip) of the cask the gasket shall be inspected for nicks, gouges and compression below the machined l surface it'is to seal..If there is no material above the machined surface er I damage is noted, the gasket is to be replaced. 7.2.3 Cask Paint The cask shall be repair.ed when (a) decontamination of the cask takes excessive time (due to contaminate spread under chippage, etc.) or (b) when it appears that there is corrosion ' 7.

-NED0-24613 E and long No. 6548. primer paint'and No. EICC No.1930 finish paint or f ~ f-equivalent.. ) b 7.2.4 Wooden Energy Absorber The cask should be sanded, primed, and painted with Keeler 6 Long No. 6548 ~ Primer and No. E.I.C.C. No.1930 Finish Paint (or equivalents), every three years or less, as needed. Small' minor damage should be painted over as soon as possible to eliminate any potential deterioration problems. i-j, e 3-.- 4. t l 7-2 4.y 9 .,.-,,,.g. ,s., y y, ,,w, .,.,.9,e vw,..,.y e.,= m 9. p -.y--y mi

/. V. Z. / L \\D.13\\uoC43 D1htvMO LoAo\\WG J DVE To WC C6 ?.,i< D40# DESIGN AEpu'.WCtnckTIS,TrE Ls0 TjwdCMS EM(>EA\\EN CC Dyuts rMO. t.onotu GS F(do#\\ C64 Tant ORSEkmTR ON S oi~ TWE CliSW DAc/. -'iHC MA <sm um Lo Aow G THEcc esuds.s totLL SEE is ouE F/ dom A To/ CoANE4 04or AT A 43

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l Fr 4 ( F, fr.,a /? Ld_.._i2.oas o 7 p. 1hv2s.,_,I Eg = zos u f ' O ,o.2 os 1.00 / s 2.2 s H _4 '2m = O c 7 i 62.2f 4-F x 70,zoS t 3 x 70.105 t F y q ues F 5 t 2 y TF %%25t F g 12.045 t Tc m.ositFsAo-F;ysus 7 4 =EF= FgiF 4% $Tg,F d W3 de F = 390 5 2 t 3 e F,= o.4oo x 3906 2 = 16,621 lgs. F = F = '12 (.34u ) ya9 0 se = 6 66 6 Los. 2 3 =, F = Eh = 02 (.zoQ ccio S2 = Mor tor. ? 3 o r4 = Vc = % (.oses) ymos2= ll4 2 Lar D v =a o Fod Dw@dm Lo M OF Ft h '93o(,o F = Fe g = F e Fg = Fc = F e k 8 =/I(' LdS' W r 3 t 7 6 /-8 j \\ m _.,_ _,.

'O 1 13 nM cd Ho. t Rectcae CAGws L oM 0 usTo Ve$ F~t 1 = W,621 + 0 15,6 2) Lo s'. < 46,0 00 Ld3 = utarnet WM Co u s3 OE4cd ALCE6/AC Atri T30T T/2/v C% 3 AT Stter F_. Vh o c41s) 63 063%. M%ct Ft IS lu F8CT O. LOAD BIllDER DATA 13,000# WORKIt!G LOAD 26,000# PROOF LOAD 46,000# ULTIMATE STREf1GTil

== Conclusion:== Binder will sustain corner drop without releasing the lid. l i D h M! i I 'I ~ ~

' ~^ ~ , l 9 e rf Binder Lid Bracket Capability Under Worst Case Drop (Q Cs' Weld Size (Lid bracket) " 0.866 [(.625) + 2x.707x.375) = 4.00 sq. in. of weld. Weld Strength = S *^ A = 15,200 x 4 = 60,800 LB. 60,800 LB > 15% \\ LCs.

== Conclusion:== Binder lid bracket capability e <ceeds 19621 lb. [ tested at 19,576f] s drop, therefore meets' criteria. b i O "o V Binder Shell Attachment Capability Under Worst Case Drop h i h O See shell attachment test procedure in Appendix A. i

== Conclusion:== No plastic deformation noted in test; therefore connection will sustain worst case corner drop force \\Sf/21 lb. i

== Conclusion:== Binders wi11 prevent inadvertent opening under worst case drop ~(topcorner). l 'x) (v i-l o n

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{^

g ~ - u w :=..= m e _ _x__ xa '.

m 1 \\ \\ \\ + f>y, + l g A h* h, %\\q//VV / Y st ) y,,, fg,44j( r/ llll,/ \\ @'94 / \\ g, ,,,44 V,7//9/ '%lll,'6% 9 8 ? a ~ IMAGE EVALUATION s TEST TARGET (MT-3) I I.0 .!$EME4 meu L,n gm l,l h_ D bN k' 1.8 II.25 lX..+R l4 a 1.6 s l i / = l MICROCOPY RESOLUTIOixi TEST CHART l l ,,%((#p, I / t i 1 ////h jg% \\ 't)M)4g

  • $;[A p,,/

7 s m i ? L ---: x..wa w ul_nu__

F t ( J TABI.E XIX.-Texsti.s S7acxont or Ps.rwoon an Vtxesa Elmendorf, Proc. Am. Soc. Test..Vaterials, Vol. 20, Part II, p. 310,1920

3rge, Spee!Ec h'g

'p *M Tees!'e stree h8 Species h"'" ' O'*" d P*I "I '* E'*'" P at test. pu - a a d,;ia, ib em o. d s e Ash. Wk............. 120 9.1 0.49 6.150 9.270 Ash, commercial white.. 200 10 2 0.60 6.510 9.760 Basswood. 200 9.2 0 42 6.59 10,3M Beech.......... 120 8.6 0 67 11 000 19.500 Bach. yeDow.... 200 6.3 0.67 33.210 13.520 Cedsr. Ssanish................. 113 13.3 0.41 3.200 ' 7.R00 Cherry (probably black cherry).. 115

9. I 0.56 8.a'4 12.690 Chetaut..

40 11.7 0.41 4.430 6.640 Cypress, d... 113 6.0 0.45 6.160 9.240 flouglas Sr (const type).. 200 8.6 6.43 6.1to 9370 Elrn, cork..... 65 9.4 8.480 12.660 Ehn, w hite.................. 160 8.9 3.6t4 8.790 ^ Fr. true bably white Er).. 24 83 0.49 3.CL 8.510 W .p Oum black gum).. 35 10.6 0.51 6,9u0 10.440 Cum, cottoo.... 80 10.3 0 30 63c0 9.390 Gum. red..... 192 8.7 0 54 7.M0 11.780 ( Ilsckberry......... 80 10 2 0.54 6.920 10.3s0 llendock. watern.............. 119 9.7 0.47 6.K4 10.200 &!agnolia (probably evergreen).. 80 8.8 0.55 9.220 13.830 9 &fahogany. Africas (probably Khaya speces)........................... 20 12.7 0.52 5.370 8.060 &!abogaar. Ph&ppiae (prolelly taa-gude)......... 25 10.7 0.53 10.670 15,000 &Iahntany. true.................. Si it.4 0.41 6.3% 0.M0 Afs soft (probah!y silver maple).. 120 8.9 0 57 8.1 % 12.270 11 hard (sugar or black)..

  • 92 6.0 0.65 10.190 13.200 Osk. commercial re=l.....

Its 9.3 0.59 5.4s0 8320 Oak. commercial white.. 133 9.3 0.64 6.730 10.100 hae, surar.. 110 8.0 6.42 8.530 8.300

  • Fine, wh.te....

40 54 0.42 8.720 8.550 Poplar, yeDow.. 153 9.4 0.50 7.330 I1,0% R.!=ood...... 105 9.7 0.41 4.770 7.160 Fpruce. Sitka... 121 8.3 0 42 5.656 8.480 Breamore...... 163 9.2 0.35 8.0.M 12.040 Walnut. Wk.... Yucca specus.... 110

9. t 0.59 8.??4 12.3A0 33 7.3 0.43 2.210 3.320 Sample computatiom To obtain the tensile strength of three.p?y wood cons'.stics of two }ie-In. birch face and a }ie4aban.

wood cors Parallel to face 8 vain = 2 X Jie X 10.820 = 1.052 li per ir.ch of width. Ferpend.cular to face crain = 1 )r 6(n X 10.3M = 615 L% Princh of width. This computation megferts the tensii ewnsth of ehe gay or pa' atively smali and the results are there'u Ahtly in e.ror.3.Les perren.ficular to the grah wh'u.h is com-r g s Speci8e granty based on overwiry weight ask olume at test. s 1.ased es total croweeethmal ares 8 Based on assumption that center ply carries no load. Value IM times those la colama s. Data tawd on tats of three. ply panels with att pim in any cee panet name thkkness anJ speciesw O /.N c[

EyAw)iM E iNTE G/2 ITj OF O -Id1WC SEA L /WTEy2 TME ORf { Fo'oT Co6)Ed D4o g V) MET 10. ewe r? gM = 6x, o op ist L(Js, FNo VowaiE OF FL wood NCCESS/My To AdsodG oHLy 'TME Kwent CN cdC G oo 0 0 0 m LAS g = 106 W 667o cgsf >g \\ 1)w C oF f'fA/7hd : (t) f br?CA XHocnf ,p wooo smmeT ls m v T c e c a_ s. 45' %~~~

;; y-~r 7 5

h Votvmc : lo6W / V_ L,707 h Vowme = (t) $ i xaolh x.w7 t(30 954[ # l O(, I h707) q ( 4 ( so,a 64[ = 318 h L(h+ ctss.15] = 4 o4 l40 i J h 4 7 + 95 8.55 h = 4o4,140 h = 4.sa " (e3 i m os) Pf\\t cA c e 1 S AT /2EST ACTE 4 TT!A vetivC 4.62 " F/ dom point i oF \\m/ACT lsouTGd CONTA GT-D6CEteRAT)oN = 4. Z

  • 2 N E

hT GUN CTud L\\d kNd CAsic Fmo ST(2Ess S6A L)MC (O. y?)wG )E GETV)COf ALobIC SURF 4cE.

FodCE = 2.65 hS X 60,OM L/33 13%50o U6I ToTPA. 7 l3 2,50 0 1 Con /' hgc-{, (23.25f-(74.63C) '* f 7 73&E.$\\A -- w = zo W lgs IM' < Y.P. oF CAsg FLANGE y,g g g W'o t/L ~ y -r 19 -~ L y tan 15 ': I ' O,7619 74 t 2 x 0.2c73 = 79.53 I. I r CONCLt> Slog mig detEL6foDoH 'DvrNC mv'dCT dog WOT iVa3E 6H't Logo owl SCf) tit /C Sv4Fi)CE G4M4 TYrPrw THE Sete foiwT OF mie CP)S:3c M6TEy? SAL. /-30 0

CV6\\.U[C.$ ElfsCs oF \\2. mcw 040/ 09 iW4 cT g L\\ %LWA U s e Po.s moy_g_ g u>t tL itEs ut.T nf.. M E_l[E l.@..__ I @ A k M M M D i @ M N L @ U. O N F \\; F= 192, foo tes eagm onsK (>REvws C6teutADour y fO' Qw 2.sts M.4 \\\\ = 2.00 t/,__.lgg.. 5- .] t n=e e - ((

2 $.

s.co; _.30 - 154 q wsssssxss s)s xs s ~ w (k aC Posh 0\\.E SBEM {MWs/hVM MGM g-4 OF (gase) Meur) gog jgm = 2 $ 43.Co > s3 0. c16A] = 42.% )$? GG9 0 }g N 'N;' M c' ietyt. ST/lcts oF LU ood = 4 S T(I CN C T w o f-sve$aG.tT snCW2 />L/b-tc = 32M N B 7.64 = 3O y, 03Q Ld 3 STACNCin OF 9 thug Ex BET 4S MAK L dad oF l'3 2,600 CouctossoH ~ \\m AA OT LirmTC< Uvitt RCS)3T MAX Lo/M Ou/2 m c l'2 tu cu O/294 o4 iTS INESK6ST PL/h E-L /-30 3

s 1.6.6.4 Ugot' fly /}t, M S AT R3E 00ANER LO@ P(Fl/hAN6W \\YYN/ACT 1 h0 So RGC/d Asus h E'37 Cuiss \\ Coutmoos. \\M/ACT /)W9. ALSO Us6d AS TICB\\LVA 4RCWOR\\MC $TRUCTURE. 95 // ,,7 q RWG NOT h i WCL8Cd D1AECIL'f 2 j fCC fo p< f-Rw To came 12. N_~- ~ ~ Tf CoRnCA. ~ js ~ 9 4, DEFoyW/yi)tM ) j //////////// /! / /f/!/ /-/ / (16) HotE S EO. S/MOC,6 / Txe4 is ARC LCHCIM: i t, ZA335 l Dismos (e/?c. 'BB\\ow Gut.76T3 = l C.4 g 3 3 - 2 y'12tt}: 9.4(f 71 j 2n .\\, To%s \\(WCSG EvCV_C'[ d@tc cor, m ',},,. ' Y 013T6vOE ,f O O , cf.4133 " gg.= Socop y z:G00,000 lu U93 / // /./ / / / / / // / /f / y z t)cr w m L o f m g y r. f E q ' 9 'io 64So413 n\\E VE IS [ [ABb.,; Ei _ 6o00o0 \\)s = S p, So,000 r i 3 s 3.w 3q 3 4cnctsT s/Au) - Vs = \\2 iN{ Y.P. OF ASTrrs /\\-53"1 CL63? i MN = So o oo c639 M sEE i WEcWicomoN OM Foltowtwo FAGES. /~30k

m k VoLvwsE oF ine^, T&L (d6S1ST14G \\Mi AOT .3 (hv0, VotomE \\h' d'k % 9.4933

43. 653 6 )y I

CAstc ooiryt st}ett. ' ag2E Co/JgGf Volume = 3}q" x 9 Act3 3 : '7.tl %,1N 3 -l 3 TvTfb VoturviE e 49. 64-t-7. I'2. = 66. 9 6 IH 1 STRAW, cueesy = Fe = sv e. i = Fe.cc e 3so / gig (uss) wwc<e G : Defo/2manou (w in) s %= N'f. OF S E t (Ld5 W'), V = An.vM OF STEEL iu i) k'E = F e-609,000 = 50,0 00 x 56.3 L e i

e. = 0,2\\oc

= 2\\. o(, ' /

  • 4. 229 (A s3 7 cv)s s j EtoHG/fDON)

.l

  • t W W So n o o is Mw.< Shg, FOR 6 Sn cuss i A s i s t.c s s,

o f Wpn t se vvo AcT0/N m)H Y. A Fo/2 A 616 Ge 70 c /)s t /t a iE., i i, 'n* AG ovt: :hwot.y hs DEAcus%%3 90 'TidEAC4d of ouTC4 Systi. ' ... t, hua \\s Coas<:<virD-)G S\\voE Cbait)GuiOL/ O F S D Yf Eu GS'3 O P Gt/ssETs NoT NCluoEd. 'mE. thoiE46L. Fod.T6E. \\m/o cT R\\nC (6 S n eta 31 \\ HAs Loto'ibntoC,dotwtC / mow /2aES OF 15 IT.,L62 nT - 75 oF, s ee. spec 37s c/fDow ATTTA f)-2c) og TYR FoLLoP>NC ~ PAG E, /-3c) i t Le

C' f ) $8ggOh ANS!/ASTfA A 537-77 i Standard Specification for PRESSURE VESSEL PLATES, HEAT-TREATED, j CARBON-MANGANESE-SILICON STEEL' This Standard is issued ender the timed designation A 537: the number immediately fonowing the designation' indicates the year of original adoption er. in the case of revision, the year ofIssa rension. A number i.1 paremhcscs indicates the par of ,1 last reapproral. l

1. Scope

.linE 'the testing and retesting. methods and 1.'l This specification

  • covers heat-treated procedures, permissible variations in dimen-carbon-manganese-silicon steel plat'es in-sions, and mass, quality and repair of defects, tended for fusien welded pressure vessels and marking, loading, etc.

~~ 3.2 Specification A 20 also establishes the structures.

  • 1.2 Material under this specification is rules for the ordering information,which available in two classes as follows:

should be complied with when purchasing ? ma:erial to this specification. - Tensite 3.3 in addition to the basic requirements of Heat Thickness. St e lth. Class Treatment in. (mm) S' g,'; g'@3 this specification, certain supplementary re-min. si (M Pa) quirements are available when additional con-i trol, testing, or ex ::l nation is required to l t, Normatized 2 % (64 50 70 to9o i and un-(3 45) (4s3 to 620) 4 der meet end use requ.irements. These. include: Over 2% to 45 65 to ss 3,3.1 Vacuum ticatment, (()64to (319.(450 toss 5). 3.3.2. Additional or special te,nsion testing. Quenchedand 2%(64) 60 sototoo 3.3.3 Impact testing, and m., 2 tempered and o n. (41 9 (550 ta 690) 3.3.4 Nondestructive examination. '3.4 The, purchaser is referred. to the listed l Over 2% to 55 75 to 95 supplementary requirements in this specifica-4 (64 to (380) (5:54o 655) tion and to the detailed requirements in Speci. 100) fication A 20. 1.3 The maximum thickness of plates fur-3.5 If the requirements of this specification l riished under this specification.is 4 in. (100 are in conflict with the requirements of Speci-mm). fication A 20, the requirements of this specifi-i can a shah wal j Note-The' values stated in U.S. customary units are to be reSarded as the standard. j 4, y,,,7,C,,,,

2. Applicable Documents 4.1 Steelmaking Practice-'nie steel shall 2.1 ASTM Standard be made to a fine-grain practice.

A20 Specification for General Require- ] ments for Steel Plates for Pressure Ves- 'This specification is under ihe juriutiction or ASTw ' j getss Committee A 1 on StecI. Stainless Steel and Related i Alloys and is the direct responsibility of Subcommittee Aol.ll on Steel for Boilers and Pressure Yessels.

3. General Requ.irements and Ordering In-Current edition ap roved June 24. 1977. Pubhshed j

formation August 1977,. Ori;' y published as A 537 - 6s. Last b previous edinon A - 76. } 3.1 Material supplied to this material spec- 'For ASME Boiter and Pressure Vessel Code applica.

i ification shall conform to the current issue of

'd',*/,ne ret.ied Spa;ncaion SA.537 in Sution n or tha Specification A 20. These requirements out-

  • Aaai'et took o/ASTAI S'aadardr. Part 4.

j r O 491 .i 1-30 j y asn

.

.=

- ~- ( ((( h A 537 TARLEI Gendeal Reg.frenwats* Element Composition. *h '] Carbon. mas

  • 0.24 Manganew.

l 1 % In.(38 mm)and underin thick-sess: Heat analysis

0.70-1.35 L

Product analysis 0.61-1.46 { Over l % in. (38 mm}in thick ness: Heat analysia 1.00-1.60 ) Product analysis 0.91-1.72 Phosphorus.maa* '. 0.035 J P Sulfor, maa*. . 0.040

    • Silicon:

,.t,, f Heat analysis ';. m:0.15-0.50. dt A

  • it.

Product analpis

  • ris: 0.13-0.55 I

,i ' Smelt amounts of certain atleying elements will be i present but shall not enceed the foUoming amounts: .~ j .t CI Copper e 0.35 is., . v; Nickel 0.25 I Oromium . 0.25 t blotytntenum 0.03 These stements will be reported when requested by the { purchaser (see Additional Supplementary Requirement S53).

  • Applies to both beat and product ana!yses.

l9 TABI.E 2 Ten teIreytrements '5 4 Class i " Class 2 ' j i Normatiry Qvenched and Tempered. ' l f Tensitestrength. 4(MPa): ?*s* + n-2%in.(p mem. *ndender, 70 to 90(485 to 620) 80 to 100(350 to 69, I Onr 2 % to 4 it '64 to 100 mm),inct 65 eo 45(450 to 585) 75 to 95(515 eo 655) { Yieldstrength. min

  • ksl(MPa)-

i I 2 % In. (64 mml and ender 50 (545) '60(415) 70 9 Over 2 % to 41a.(64 to l00 mm).Ind 45 (310) 55(380) .#,~~ 9 Elongation in 2in. or 50 mm. min. % 22 22 f . E!angadonin8in.or200mm. min % 18* ) s

  • See Specification A 20..
  • Determined by either the 0.2 % offset method or the 0.5 %extensionnder-load method.

,g ,,o,. / The American Seeleryfor Terring and.tfortrints ca tes no position erspectint the relidity ofony parent rights'a ssorted in connection enhh any trens mentionedin shis standard. Users of this standard are espressly advised shar desermination J of the s olidity of any sorch perrns rights, and the risk ofigringement ofsuch rights, is entirely their own responsibility. } .s.';. ' e, 'l ) P e "N. [ 3 .t /-30 K \\

_m. m., 6 5$ h A 537 T

5. IIeat Treatment
7. Mechanical Requirements i

5.1 All plates shall be therma!!y treated as y i follow 3: 7.1 Tension Tesar 5.I.1 Class I plates sha!! be normalized. 7.1.1 Requirements ~Ihe material as rep ' 5.I.2 Class 2 plates shall be quenched and resented by the tension-test specimens shat! ' 1 tempered. The tempering temperature shall conform to the requirements shown in Table. ' I 2. not be less than 1100*F (595'C) for not less II than W h. 7.1.2 Test Methods-When the 1 %-in. k (40_mm) wide rectangular test specimen is j

6. Chemical Requirements used for Class 2 material, the elongation is,

6.1 The steel shall conform to the chemical, measured in a 2-in. or 50-mm gage length ',l requirements shown in Table 1. that inciudes the fracture. b SUPPI'EhiENTARY REQUIRE 55ENTS fi Supplementary requirements shall not apply unless specified in the order. 2 h A list'of standardized su'pplementary requirements for use at the option of the pur-f- chaser are included in Specification A 20. Those which are considered suitable for use L with this specification are listed below by title. h .;...: r - .St. Vacuum Treatment, 1 S6. Drop Weight Test, %( . S2. Product Analysis, ~ 'S3.' Simulated Post. Weld'lIcat Treatment S7. High-Temperature Tension Test, 8 SS. Ultrasonic Examination, of Mechanical Test Coupons, tj S9. Magnetic Particle Examination.and ~ S4.1 Additional Tension Test. S14. BendTest. SS. Charpy V-Notch Impact Test, l ADDITIONAL SUPPLEMENTARY REQUIREMENT i s

1. t '

I'n addition to the above Supplementary Requirements, the following additional . supplementary requirement is suitable for this specification: '.O S53'. Ikeporting Alloying Elements' residual-alloying element contents listed in S$3.1 The chemical composition reported Table I. to the purchaser sha!! include the added-or . *f E..Y.* * ..t:.Y ,. L,' -[ ;

&,Z.p =, '

) f b n /-30L q ,,,,,,,..._e,.e-N******"

..-._.o

.w.s --

s h YA 20 l TABLE 16 Ceners!!y Aesilable Crede.Thiekoeu %13mimum Tus Temper twee Combianths.4fecting Charpy V.Netc Reptrements Indiented. (NormaGred or Qvenched & Trmpered Coadition) ',t - ~. h-/;. Acceptance Criteria j Charpy V. Notch 1 . g ;.. Test Temperatore, deg. F for Plate Thicknesas 4 e T.*.:.., ' Specincation and Grads

  • 9 O'

Energy Absorption (Unless Otherwise Agreed Upon) l Average Minimum Class

  • I*' 3 Fori I in, and Over i in, to Over 2 in. to Over 3 m..to Specisnens' Specime6 Under 2in lact 3in,inct Sin inel t

ft-!bf. mio fr Ibf o I 4 f I 10 7 A 285 Grade A 440 4 60 { A 285 Grade B +50 +10 g . A 285 Grade C

  • / + 60

+80 L '. e n. t . A'442 Grade 55__ 4,30 . A 442 Grade 60,.,; p, 4 35,. s. i ~,, 11 13 10 A 455 Type I,, u.+ 1.. % 4 25 .~..f

,w.ng 13 10 -

A 203 Grade A <, p '.g.- 90 -90 , :- 125 .'k -75 A 203 Grade D ' -150 -150 A 410 .. Q :. -125 -100 - 85 l. J A 442 Grade 55 -20 c-(I% is. mas thichess) a,...

  • I-A 442 Grade 60 na

~ - 15 5 ' I ' 2' ^ (l% in. mas thickness) - = ---T A 516 Grade $$ -50 -50 - 50 -40 ,.L. A SI6 Grade 60 - 50 -50 -50 - 50 A 516 Grade 65 - - 50 -50 - 25 g A 662 Grade A - 75 -75 L g[- A 662 Grade B -60 -60 IV 15 12 A 203 Grade B -90 -90 0- ~ 75 f b A 203 Grade E -150 -150 - I.'5 A2N ( + 2J + 30 .e 30 +40 {, A 455 Type II

+ 15 1

~ '< O 'f .., A* 5I6 Grade 70 -40 - 30 -30 - 15 't. t' A JJi Oass 8 ~ 75 -75 - 75 .-50 M~ c.. [ 'l j4 in. ma n thidness) X662 Grada C d* V 20 15 A 537 Class 2 ,-75 .-75 ~50 -50 g I 0.< ' 73 .9 (4 in. maa thickness) p A 612 - 30 s A 724 Grade A -50 4 k. J. I.ateral Espansion f. Mits. Minimum .s ,[ 1' J'8 e Each Specimen

    • f.

', 4 g-Transverse Test i Y , 3. VI-IS A 353 - 320 - 320 ...a 1,/;%: A $$3 Type I. - 320 - 320 .v64-A 553 Type If - 275 -275 ^ *f" ' A 645- - 275 - 275 p A St7 s!! (2% in. mas thickness) A 724 Grade D -50

  • Cass I is OsArr TAas fully KWed with a speciGed minimum tendte strength of 65 000 psi or l w 3

Cass lit is fully Killed with a specified minimum teesite strength of 65,000 psi o er. Cass IV is T.Ily Killed with a speciGed minimum tendte strength of ove f. y Cao VI h Fully Kaled with a speciGed minimum tensife strength of 95,000 psi and over 'Twing temperature as speciGed on order but no Ngher than 32 F(0 C). o r; 95.000 psi.

  • Fuu-size (10 by 10'mm) specimens.

.e L". I f y 1 g,. i I s 'a a i

/~30 M

/. G. 6. 7 SEc o tJDA R y 1M Pn cT-5 -ON rRON///orf ; 7~C P EDG;T A hlD SIDE ( 3 b.. } w. MSK u) ALL oR TRowasoa J ^ !b z.s iz, Cos 3 1: - ~ - b.) ' ** ' $. +. - k,- j I' PATH OF" DC i / I N ,N 2 b,= a N4 t,1N[o TA ._ N Q tN Pos 2 ,/ k- .) W S / / [f j \\ ] e 9 f...- ~ 1_eq_/ .3 0 q f NJ xy t X x N I / \\ t / ~/ 7 y / 16

  • /

b .i ~7'rrt / ~7'r/vf'/7 7"/ / / /~77's / / // ' s/ //// / / / / / / / /////,s' 1 , 2 053' X l 70:3 TTH 3" ~ CoS 43*:.730 T-- p 2.3n* .y m xs4..zw ...s - ts. 2MO lr = 39.cso

n. S 4
14. 5(,4 i

\\. 37.663 i { Y 14.664- - ucs e=m.m y' M.2140 h= 14.7 0 1 .1063 / ^ 30 ^' -_:c.s m.-.=.-- .~. , =. a

O'G1.\\Q UE D40# AMPIL1 s\\s au. owed 'Sy RommoNaL pqoP { \\WACTY4C ON TRONusoN (woesT deediet.E A ccsoc9T) G ORof Posmos Ateeneocc sa v>n\\cH C C 4 4 '.> ts VC,fnCatty IN LIN E v>iih CovitOT fbirII i-s / R* ; (37)%(39.6 z = n.2.gf - / \\g.G fo e "['$ - f.o]o9 i

  1. i4Y y y N

- p-N.G \\Q 90 l c.G ~_12. [N 4# ~~~ +8 l n?mwytww,~ ~ ~,b/w ,$7w r

u:u ni//rrs-8 I

m g OF 1 STflixE 2 --- Mt KC DRot' O ?o/> d)s TP5w cE, is hgth1 m6Am um / C ht+ hc tr + a.s*" = 2c.sa' O msteECMO. M30ttsDoe oV \\ DAof) k\\Mt.:sY GMEldG'( ota ON-fsE LOiMG Ho/GrtouTAL CudF6CE, \\<E = 6 o 000 X E6.569 = 1,32 6, Eoo IN. L6 S. i 9 V6s tens LC = 3 'l6" A9')2" X to 7 5 5 \\ M *. \\lotomt oF Wood (PRoTEcDuC TRuaysoN) s E4MG1 ProsogsNC trmtsw= SG7o LAS i# jn 55 lN = 4, ZB6pSomtB A,280,850 \\q ces > \\,3 2Bpoo I H LAS Co n CLO310 st TME woodtw \\m#Aci L\\msW to1LL /tdso46 ALL mic EpcMC1 Edo/h THE TtV o PIM SC DA0/S WtniouT D/ WAG'E { To m-iE Trot 4Ntobl. c6sg TUNCTURE wiu NoTOCCUR g /~30-0

EVAW 6'iE fFFE.cT ou Tof.. tro/wq t.smi@2 To RetryPL\\u IN ,.4 PLfi bf. SHA f/20 if E SC6\\ %d 'TRUH N)o N A FTtd l'2 1W CN-\\ O p/to/>. os -13oTIorys cog,'E, ) '! <N ]2[ h p-v 2 g

t

-- g - - to! c g._ _J-4' --%ul - i i _ss-cosu y ss s ss s s ss

es s ss s s

-- B-~ A hT 2 ST12ME Pose o r 1(E =(h, +'n WT. = (tz+ 14.sM) 60,0 00 = 1,328 00 0 in tdS 3 Votomti oF U> oo D NCCE 33M'( To MSo/2B Au. \\<E .q \\;326,000 3 y 6670 Ld3))v'

  • EU N f

E. U 8 39.66 o / \\/otumG A% LAG LE ,.'} s _, N,_- - r - e w e,w e e 7vvu s s sssvvs ,s .. m swcrc N'xssg T X a b = R (\\- cose-J I w ___ 8 = (4B] {i-cos e 1 ce ss = l 8 = o.ay33 J AS x @ = Me eos o.9933 = 73.EC ', T% 33. G ' - 5

  • O. 6633 y = 3 ).8 93 .

Yot.ume. = Ade6 o f StcmcwT AZ k-e det. = 32 P(ym h-sm A) z i = h (4C)[t % - m3 2h g Yot,=7Cl2.5)H A vAsta g s, +.. 67.n' = t.nW #Mus /-so P _._.,__,._...___..u m

\\ s \\ <%.._44 ) o_.-q / a _- -. N v a Vmc scam sri mcccs.sN4 Tv Pkosucc Vou of 23 4 \\Y 23 4- = N(A &Y((\\~ swff2 l4 A - Sm A e 0,073 66 h = hh.\\ * (G) \\MDOM S, %,\\ b = ocettcarnou o winvet = R(1-C os &h : 48[1-ce s i a b, = 3,s n " \\*2-QCCELM/)3 Or-/ g'

3. k Q S.

ToTFn. Fo/2CE ON 1 Moor Lsm\\Wd 60,00~0 A3 'MP=/?O,WO Q _ h ___ ___ o e m n { y~~j~ Cov 3W M smAajcf lim)W A '3 e ]p m].M wvm m euc omoe n c pisw2 sow Tocque Ao*T sTr L s-i(8[ " 3 o bb3 o4 AM S. (2CT 12coAC Ren AE 62. L0 3# ~* 1 P. 23o rnv2D Corno N Ook o"'- Y 6x^ ' MN .t7o, 900 X %- /z x %%Tf-LCC"5Lc.y 'C i * = l9-pl65 m ,t y,,3 g cre 60ihT)ou ol= im#o CT LINT 5f. G-: G c.

  • U g=(l$~*.000,0p x,4ol(4)

, g, O gg.f g

  • jd Ss CWHTIC

~ r M Gt4" XVnti p3.?31 memcur(Wtolt_wmen) Y mR = momo ~ e, me e.u, c.- t c _, _~. _~w e e 30 g /4t G n w - N8 W g i f v/ {

Ooucto st ow (~') ~TY;f - sm#S CT LimtTM 001L% A C7 % 1)( ltJ ITS SCLATivC 5

POSm ou Twee vs 14 ouT Ti%

12 tu6.B v40A. THC h CTWh. 'DN\\cMsc s t oF lhovd [/ oTECnyj n-tE S Ent, 4 TBoumou Atc$s ts C46%Tx nww TIE. TeNCggest PEFot/qc,d O u RWG hE. BAoA itW 6Fv4E - (v\\t=iht oF TMC C6Stc M & Gf CW7fNGS. %E.UNjEL4W6 H04\\20 vita ShltW'E hv4 IttC s A v a is wo r oeremce oa on c es. O 8 (. /- So R

EV6L UATE EFFEC ~ ON Tord irni AcT Lv'osit5t iN /VK$ OF 3.0H1993 AF~T M VF-M M _ PA '# 0" ? 10h.Ed6C [ SEcoa O/NR3 i M P/N CT OM Tit vN4 / od AFM) Votvmc ore w ooo NC.cc:stv-j Tt pgsoAd Att VE. b Q gg g=g UoL = 23 A \\d r;;i QsooyR \\ 3 b-=R ,Q-unme % h til s l bs4h h ci l' s 'j'. p JJ.Jol-? // w- ~ f' [ M g -2 ;" i s \\ sHAcco A M / w ncs m - o m -___ / Acm osco re e- \\ c Accvt4Tiog M __.t;Gb:q w===' ~6..= 4 $ ' T I & = ff 6f\\- CoS &= 4.~3% Cos 71= 0,90PP O 6 = 2 4.653 ' 2 @ = 2114 663 " 4 4.3 0Z y 3 \\)otec ( Q hAeV (.e0 4.,Gai)7, 2 i = 323. e 1 N 4 COVCLuS\\od Tnc TOTnt \\<E 0Ay 16 Adsc4t39 Ey/>4r> d votvM6 o F wood... _ _ 613 cut MuHM10M. hoorT)o m/ && TcLow h W ow) u TAVM H\\o M i% A C0V 3C te VAWA DC3)GH ~~F~C6W46, THE. ACTur)t. %\\cscuESS of W OOA /MovidCd TO /)AoTECT T\\iG TRU NMio M Eycc.c4 s TME -n-s\\Ct( N CS~3 mci"74/qCY) pud)yC M OAc/? MiCKEr 04C TM. TWuh wios Dofs W Fi-CowThtT TWC Ur.rDC'divG6 M blouTRt sudMCC b4 ti9 TRUM410M iS N oT DEFo4rqEd o 4. 0\\t PLA C E O O, 49 k g f, w '

  • O. 9 6 0 b Q A g g(g a 3.

1q /-:10 s j_

..p? ifhVA1., h21l19A ImMg wnK7f Tb_12&n/yw }y fv)CC (') - To_/>6/Eodm ITSsuTCWCd FU y 0T1 OM A FTCvf l$.lMCR 4/do/ RM_99 t Tom troGE. F /?'> rn (M6vious Cates ,v' Etoa G%o u op mssE AmG = E\\.0 6 l* Qt s.sool.,o,) = 2.r7s" T \\ A nsE RwG 2 A%" 45* .[h %.,p.7 p. + 60 DEcctchyno u os sm cc = 0.2.1o {, (2 ' 76") = 0. S'2i\\ " r2 = 23 0 3 S - D ecesc4 AT)ov.f: 0.62 n O razce o+ mer weim = e 's = soo us Ses.o2 \\ =13516 L63 Assv/nE \\oo' o (2C:Scoou Dv4WC STY 2n(E (dovvc,MrnVE) \\\\515 LAA (Z) I" O,6 S.S d6h W)Nd [11YS / x LNGOGE.6 W04) WONN\\OM. e' \\\\ s \\,5\\E 2 = 6'766 LtSS TRuumoN , s/- s9sa p,- e1 nty z = 2s79 ca r = k, CN .-5 I 010-Fj 2679 X G vh_ed Q ~-!y max ' 6* e a s- 'yli wyos \\mM 2.n = g,s9 m u3g L\\@TC4 G'- _~ j !s sv ) 1\\S9 h600j "~' R.- T Cmospc s~ptEST 64(gW> 'E' [_ 2o. 5-

f

/-3o T = 2h clo)Z L/3 % )y'

.) 4 Z l,c} 0l ? L 6 3 py ( y />. OF STPnutES3 sTeet_ l O 00Neto.ssora tie lhETrbd OI SECU4N C TME \\rh/%Ci' Ltd1gst To BE OASw T/2VNN)ow tS /rdEQverrE TD /d6VEWT suo4yp3fu 1H VOLV\\ H G \\1. \\ v C+\\ D4 /)- (Wy buc;u C H \\G1953g 8 }, j LOA 43v&(23.oS 3 (J y ()"Q) A4cM it4V EST\\ GATE c./90ShiuC OF V)ood tw: i ~O?Cvlo v 1 (98#U& Lo64\\t4G O F 2 2.0} g S'.. COG To ( 2 e 7c1 L6 3 A I" to swet Tot 3i-(LW 64 FoA 4000 ~_ f h y } i O 1"oitq 7 'I " 6" 4 e i 2579 = 2 S3 L6S N. (Fe64iw T-ng -- g 7.2 6 2 or w n ave c.c-s nenri c9 E'S M7.( Psl ' Coutw ssoW Q.c 3 m) ( z) x / ^/. c TRE DE SIGM OF TstE i m / 6 T L otic p.,C peg)cc mget V>mSSh4 'Tri C GCP/ha C L o Ao S lF)/>o3 Gd 'T31 mic (003T SG Vc,/2E l2 114tB DA oP. O 5 /~26 O

I CASE )N wmes; owie 940ps te" 4 RoThTES TO & L ou side n'O Evf%uATE SAmE C oANc,( D404 @ 90' P/2orn TRONH)ON OAsE tw wt\\sca CAslc sWE \\tnPACTS.OE 6setyS)P TCC%\\q s OV PhGE \\-26 t= 4" [ \\ \\ L=82" '/ '/'/ '/ '/ !/ c}gst a hM2. have = 78.25 .750 2 i = 38.75 ( Kicetic Energy = 2 = (wt.) (dist.) = 50,000 x (E+lM.564) =l,326' IODIN LB', Strain Energy - Lead deformation and o stress to yicld point as well as initial configuration change has not been included, thus the analysis is conservative. Strain Energy = SE = Fe Where F = Force at yield point e = Deformation (in./in.) S =.YP of steel (lb/in.2) t = Thickness (in.) s.= Length (in.) II,yg = Average height (in.) cross section area SE=Fe+(S)(f.)(t)(2nh yg)(e) SE = (38000) (82) (0.75) (2x 38.75) (3) 0 = 5.69 x 10 e in lb l-20 V

e KE = SE 8 I,3EU,200 = 5.69 x 10, ~ e =, O. 002S3 = o. 75 3 / =

== Conclusion:==

  • SA 516 GR 70 Allowable - 17% minimdm elongation in 8 in. (0.17 x 8.0 =

1.36in.). Since the actual elongation in the drop is considerably less than 17% the cask meets 10CFR71 criteria. ror im/%cp Li(hw dd blot AEqvsAEd fod. TMS CA S E. 1 e .m ... e ~~ e -m ,e. e= -e 6e g. m em so l e a n O .== ....mee -e. ..e J'- 3'O X -.. _.. _ _ _.._....J - ~ - - - - - 40 4 pr.. 9 w

o +- .w. ~ n:,- .SA 193 SECTION II - MATERIAL SPECIFICATIONS TABLE l-Cenn'.e4 Type. ~sustenitic Stects s.. Idenuticauon Symbol. 83T.84TA* Grade. Saabilized is Chromium.4 Neckel(AISI Type 321) Range Product variation. Over or Underb Carbem maa 0.08 0.08 over Manganese, maa 2.00 0.04 our Pt @ rus,maa 0.045 0.010 over gg Sulfur. maa 0.030 0005 over Silecon. man I.00 0.05 over Nickel 9.00 12 00 0.15 Chromium 17.00-19.00 0.20 Titanium 5 a carbon 0.05 ender content, min 8 Steel to which lead has been added shall not be used. b roduct analysis-Individual determinations sometimes vary from the specified limits on ranges as P shown in tables. The several determinations of any individual element in a heat may not vary both above and below the specified range. 'For bar sizes over 3% to 4 in inclu'sive, the carbon content may be 0.50 percent. max. dClass 1 is solution treated. Class 1 A products (B8A. B8CA. B8MA. D8PA, and DSTA) are solution treated in the finished condition. Class 2 products are solution treated and strain hardened. O. TADt.E 2.Teasue R'equirements I c V M,nimum i, yg,ga L. TernMag Tensile Strength. Elon. Reduc. afi$f

Strength, min.

,f,'[i,' tion er Grade Diameter. in. (mm) Tem. min. 0.2% mia. ^ " "

  • I offset ksi(MPa) ksi(MPa) (50.3 mm)
perature, percent de F P"'*""

n Cb Ferritic Sae Is g s5 0 ) 4 to 6 percent chromium up to 4(101.6Linct 1100 100 80 16 50 fv) (593) (689) ($$2) 96 13 percent chromium op to 4('0(.6). inct 1100 !!0 85 15 50 (593) (758) (586), 86X* '%~ 13 percent chroenium op to 4 (101.6L inct 1100 90 70 16 50 (593) (621) (483) e 5 Chromium-morybeenum 29 (63.51and under 1100 125 105 16 50 j ($94 (m62T (7241 kg our ni to you to 404.o) a100 115 95 16 50 (593) (793) (655) over 4 to 7 (101.6 to ll7.8) 1100 100 75 18 50 (593) (689) ($17) 87M Chromivin. molybdenum 25 (63.5)and under 1150 100 60 18 50 (621) (689) (552) 816 i Chromium. molybdenum. 2 % (63.5)and under 1200 125 105 18 50 vanadium i (650) (862) (724) j over 2 % to 4 (63.5 to 101.6) 1200 310 95 17 45 j (650) (758) (655) over 4 to 7(101.6 to l77 8) 1200 100 85 16 45 (650) (689) (SS6) 1 - / '14. -1 .._1 ~ .-Y4 L -~

r- ..+ .an u, . c4 Io UNITE *) STATES _ f \\ ) w [',g NUCLEAR REGULATORY COMMISSION WASHINGTON. D. C. 20666 ^ ... - g 3? \\fESf.} 6/El20 MEMORANDUM FOR: TERA Corp. FROM: US NRC/TIDC/ Distribution Services Branch

SUBJECT:

Special Document Handling Requirements 1.- Please use, the following special distribution list for the accached document. h 2. The attached document requires the following special considerations: Do not send oversize enclosure to the NRC PDR. Only one oversize enclosure was received - please bivu, E--- =. return {c ' =- Ts p o (L n p.7c.R fo t.m * ^2b

  • O rroprietary information - send eeridavit on17 to the NRC PDR O Other: (specify) l i

cc: SB Files TIPC/DS3 Authorized Signature z-. .}}

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