I

DISTRIBUTION SHEET Fro rn Page 1 of 1

Date 9/21/94

To

D i s t r i b u t i o n S t r u c t u r a l Assessments

Project Title/Work Order EDT No. 607241 Seismic Qual. of SC 1 Incinerator Giovebox in Building 2322

t

ECN No. N / A

Text Text Only Attach./ EDT/ECN Name MSlN With All Appendix Only

Attach. Only L . W . Bar thol f HS-60 X T . J . Conrads H5-55 X L . E . Ebbeson T5-04 X M. A . Islam H5-55 X G . A.- Glover T4-20 X S . E . Nunn T4- 18 X E . C . Ocoma H5-55 X A . L . Ramble H4-68 X R . D . Redekopp T5-50 X L. H. Rodgers T5-54 X R . A. Russel l T4-20 X A . K. Sharma H5-60 X R . M . Suyama H5-60 X R . J . Thomas T4-20 X M . D. Talbot T5-52 X Central F i l e s (.a, ,;:, ~ \;, L8-04 X

0. P'LJ A I< A R 3 - O B >( 5 . K . Fi%hjL.roaTCc 45 -55 )c

€3. (-4- 7-4- 1 8 %

L8-07

A-6000-135 (01/93) WEF067

DISCLAIMER

Portions of this document may be illegible in electronic image products. Images are produced from the best available original document.

L

2. To: (Receiving Organizat ion)

G. A. Glover (PFP Engineering) 15510

PFP Start Up/ 2322 5. Proj./Prog./Dept./Div.:

3 . From: (Or ig ina t i ng Organizat ion)

Structural Assessments 80440

6. Cog. Engr.:

E. C. Ocoma

11. Receiver Remarks:

1. Approval 4. Review 2. Release 5. Post-Review 3. Information 6. Dist. (Receipt Acknow. Required)

4. Related EDT No.:

N/A

1 . Approved 4. Reviewed noicomrnent 2. Approved wlcomment 5. Reviewed wlcornrnent 3. Disapproved wicomment 6. Receipt acknowledged

7 . Purchase Order No.:

N/A

Incinerator G1 ovebox

232ZlPFP

9 . Equip./Component No.:

IO. System/Bldg./Facil ity:

( G )

Rea-

12. Major Assm. Dwg. No.:

N/A

N/A 13. Permit/Permit App l i ca t i on No.:

14. Required Response Date:

(G) (HI SlGNATUREiDlSTRlEUTlON (See Approval Designator for required signatures)

(H) 17.

Disp. (J) Name (K) Signature (L) Date (M) MSIN (J) Name (K) Signature (L) Date (M) MSlN Rea- Disp.

1 5 . DATA TRANSMITTED ( F ) Approval

Desig- nator

( E ) Title or Description of Data Transmitted

(A) (C) (D) Sheet Rev. Itern

No. No. No. (B) DocumentlDrawing No.

I

1 WHC-SD-CP-SA-027 0 Seismic Analysis o f S Q SC 1 Glovebox in 2322 Building .

~~ ~

I 16. KEY

9/30/94

4- f-

( 1 ) Receiv-

er Dispo- sition

Approval Desianator (F) I Reason for Transmittal IGI I DisDosition (HI & 111

E, S, Q, D or NIA (see WHC-CM-3-5, Sec.12.71

21. DOE APPROVAL ( i f requ i red) I 20.j_ A L I C t r t . No. N / A 1 Approved 1 Approved w/corrments 1 Disapproved w/corrments

Or ig i rdor for Receiving Organization

BD-7400-172-2 ( 0 4 / 9 4 ) GEF097

BD-7400-172-1 (07.

RELEASE AUTH ORlZATl ON

~ ~~

Document Number: WHC-SD-CP-SA-027, R E V . 0

Document Title: J>. 1 > I 1 -

Seismic A n a l y s i s o f W l ~ G l o v e b o x i n 5 3 2 Z Bu-ilding

Release Date: 12/29/94

This document w a s reviewed following t h e procedures described in WHC-CM-3-4 and is:

APPROVED FOR PUBLIC RELEASE

WHC Information Release Administration Specialist:

12/29/94 , \

/

b@ S o l i s

TRADEMARK DISCLAIMER. Reference herein to any specific comnercial product, process, or service by trade name, trademark, manufacturer, or otherwise, does not necessarily constitute or imply its endorsement, recomnendation, or favoring by the United States Government or any agency thereof or i t s contractors or subcontractors.

This report has been reproduced from the best available copy. Printed in the United States of America. from:

Available in paper copy and microfiche. Available to the U.S. Department of Energy and its contractors

U.S. Department of Energy Office of Scientific and Technical Information (OSTI) P.O. Box 62 Oak Ridge, TN 37831 Telephone: (615) 576-8401

Available to the public from: U.S. Department of Comnerce National Technical Information Service (NTIS) 5285 Port Royal Road Springfield, VA 22161 Telephone: (703) 487-4650

DISCLAIMER

This report was prepared as an account of work sponsored by an agency of the United States Government. Neither the United States Government nor any agency thereof, nor any of their employees, makes any warranty, express or implied, or assumes any legal liability or responsi- bility for the accuracy, completeness, or usefulness of any information, apparatus, product, or process disclosed, or represents that its use would not infringe privately owned rights. Refer- ence herein to any specific commercial product, process, or service by trade name, trademark, manufacturer, or otherwise does not necessarily constitute or imply its endorsement, recorn- mendation, or favoring by the United States Government or any agency thereof. The views and opinions of authors expressed herein do not necessarily state or reflect those of the United States Government or any agency thereof.

A-6001-400.2 (09 /94 ) WEF256

I I 1. Total Pages 54 SUPPORTING DOCUMENT

2. Title

Seismic Analysis of Safety Class 1 Incinerator Glovebox in Building 2322

5. Key Words

seismic safe ty c l a s s 1 glovebox, inc inera tor USQ, PFP, 2322

3. Number

WHC-SD-CP-SA-027

6. Author

Name: E. C. Ocoma

Organization/Charge Code 8D440/E23303

7. Abstract

This repor t documents the seismic evaluation f o r the ex is t ing safe ty c l a s s 1 inc inera tor glovebox in 2322 Building.. The glovebox i s no longer in use and most of the in te rna l mechanical equipment have been removed. However, the insu la t ion f i r e b r i c k s a re s t i l l in the glovebox f o r proper disposal .

A-6400-073 (OW941 WEF124

DESIGN VERIFICATION METHOD

The need for design verification has been reviewed with the method selected as i ndi cated bel ow:

X Independent Review

A1 ternate Cal cul ati ons

Qualification Testing

Formal Design Review

T. J. Conrads / , Cogni zant/Pro j&t/Des i gn Mansger

SD #WHC-SD-CP-SA-027, REV. 0

ECN # NIA

DWG(S) # N/A

TYPICAL CHECKLIST FOR I N D E P E N D E N T R E V I E W

Document Reviewed vdGC - 5 D - c.F- SA - 027, 2 ~ 4 . o

Author M. A, rs L A W

y e s m NJJ

t4 [ I [ I

MANDATORY

Probl em compl e t e ly defined.

Necessary assumptions

Computer codes and d a

Data used in ca lcu la t document.

Data checked for cons

e x p l i c i t l y s t a t ed and supported.

a f i l e s documented.

ons e x p l i c i t l y s t a t ed in

stency with or ig ina l source information as a p p l i cabl e

Mathematical der ivat ions checked including dimensional consistency of r e s u l t s .

Models appropriate and used w i t h i n range of va l id i ty o r use outside range o f e s t ab l i shed .va l id i ty j us t i f i ed . Hand calculat ions checked fo r e r ro r s

Code run streams correct and cons is ten t with ana lys i s documentation.

Code o u t p u t consis tent with i n p u t and with r e s u l t s reported i n analysis documentation.

Acceptabi 1 i t y 1 imi t s on analyt ical resul t s appl i cabl e and supported. Limits checked against sources.

Safety margins consis tent with good engineering prac t ices .

Conclusions consis tent w i t h ana ly t ica l r e s u l t s and appl icable 1 imits .

Results and conclusions address a l l points required i n the problem statement.

Software QA Log Number d/A

r' e. e. orb& Reviewer

09/22/93

WHC-SD-CP-SA-027 REVISION G

SEISMIC ANALYSIS OF SAFETY CLASS 1

. INCINERATOR GLOVEBOX IN BUILDING 232-2

200 W AREA

September 1994

Prepared by: M. A . I s lam, P r i n c i p a l Eng ineer S t r u c t u r a l Assessments

.Revi ewed by : @.e. @d E . C . Ocorna, P r i n c i p a l Enq ineer S t r u c t u r a l Assessments

I

Approved by :

S t r k t u r a l As sessrne; t s

9 -*-9CtG

WESTINGHOUSE HANFORD COMPANY Han fo rd Opera t i ons and E n g i n e e r i n g C o n t r a c t o r

f o r t h e U.S . Department O f Energy

F i e l d O f f i c e , R ich land , Washington

1

:'J 3 , l ~ - $ i j - . ' 1-

REV 0 I' -~..c .. \* 1 .J -i .-. :I 2 *:

--_I *., ANALYTICAL CALCULATIONS

Page 2 of

Subject Glovebox Analysis, 232-2 Buildinq Originator M . A . Islam D a t e 9 /19 /94

C h e c k e r E. C. Ocoma D a t e 9 /20/94 I Z / I /q#

Scope

This report documents the evaluation t o determine the seismic adequacy of the ex is t ing support fo r the incinerator glovebox located in Building 232-2 t o withstand seismic loads ( D B E ) . Based on previous seismic evaluation of ex is t ing gloveboxes a t the P F P Complex and from the r e s u l t s o f the f i e l d ve r i f i ca t ion walkdown, the evaluation will proceed by using the g r o u n d response spec t ra fo r .12g PGA (ha l f the return period fo r sa fe ty c l a s s 1 c r i t e r i a ) shown in Figure 5 of Reference 1. I f with the reduced loads, the ex is t ing support i s found t o be inadequate, a f i x or seismic upgrade will be designed using the .2g PGA spectra . I n b o t h cases , 5 % damping will be used.

Cr i t e r i a & References

1. Seismic accelerat ions per SDC-4.1, Rev.12 2. Allowable anchor capaci t ies per SDC-4.2, Rev. 0 ( f o r new bo l t s ) and

Guideline WHC-SD-GN-DGS-30006, Rev. 1 ( f o r ex is t ing anchor b o l t s ) . 3 . UCRL-15910 4 . ANSI/AISC N690 5 . Rigid Frame Analysis by Kleinlogel 6 . Elementary Structural Analysis by Wilbur & Norris.

Drawings: H-2-24680 Rev. 2 ; H-2-31349 Rev. 0 ; H-2-31340 Rev. 2 H-2-25566 Rev. 1 ; H-2-25883 Rev. 5 ; H-2-824488 Rev. 1

Assumptions

1. Glovebox is r i g i d and the support frame posts are pinned a t base. 2 . The empty space inside glovebox i s f i l l e d with br icks , the density of

which i s assumed t o be 50 pounds per cu. f t . Actual density (average) was .calculated and found t o be 43 pcf. See page 22 and Attachment A .

Conclusions

The ex i s t ing support frame fo r the incinerator glovebox i s n o t adequate t o withstand D B E loads t h a t are based on .12g PGA. anchor bo l t pul lout load i s 8430 l b s . The allowable capacity of the ex is t ing anchor bo l t s in tension i s 1785 l b s . which i s based on the ulimate capacity with a f ac to r o f safety of 4 and 3000 psi concrete compressive s t rength . Therefore the f a i l u r e o f the exis t ing anchor bol t s during the seismic event will cause the glovebox t o topple. However, a support frame with kick braces around the glovebox is recommended and designed i n t h i s report t o prevent the glovebox from toppling. The recommended ' f i x ' i s designed t o withstand the .2g D B E loads f o r sa fe ty c lass 1 equipment. shown on drawing H-2-824488, sheets 1 & 2 , Rev. 1 and the as -bui l t configuration is depicted in t h i s analysis .

The calculated combined

The f i x has been in s t a l l ed a s

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P L A U

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BD-6400-060.1 (07/931

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# 1321

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BO-6400-060.1 (07/93l

81

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BD-6400-060.1 (07193)

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La n q ; f u $;nu I

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BO-6400-060.1 (07/931

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ANALYTICAL CALCULATIONS REV 0 Page r6 of . - _ . ,

$a I ; '232-2 81 17/94 ci

Subject Glove &ox Ana Originator b.~) I 9 . , LA& Date 9 Checker g.e f l . i~~--+J Date (5'

BD-6400-060.1 (07/93)

REV 0 ANALYTICAL CALCULATIONS -- - Page Y of --

Subject Glovebox A f i a / y i s 732- 7 &I&. Originator M t A - ZSLAAA Date 9/53/94 Checker Gj e,o&d-fiL-,A Date 4/53 /QL'

4

ED-0400-060.1 (07/93)

C

L u - FraN\e

c BO-6400-060.1 (07/93)

B

ALU =

f* =

BD-6400-660.1 (07/93)

ANALYTICAL CALCULATIONS

v = 21s

BD-6400-060.1 (07/93)

ANALYTICAL CALCULATIONS Page Z Z of --

Subject GIovebg 4n0/~4,q'S., 232- 3

Checker e.e QW Date 4/-,b/cd Originator MI A -rsUIidl Date 9 116 h 4

Fire & r k k

= 65 C F

BD-6400-060.1 i07/93)

ATTACHMENT A

Insulating Materials Density Information

. Location

FIX R

Dopt. Charge

Wlcpnane t

FROPl P F P P R O C E S S E N G .

F R O m P F P P R O C E S S E N G .

1,

2.

3-

k.

5 .

6-

7.

9. 8 . 1 9 9 4 9 3 1 2 F R O t l PFP PROCESS ENG. . P. 4

a.

3.

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F R O P l PFP P R O C E S S ENG. F

. P. 5 9 . 8 . 1 9 9 4 9 : i s

WHC-SD-CP-SA-027 REV 0 PAGE A-6

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