United States Nuclear Regulatory Commission - Protecting People and the Environment

ACCESSION #: 9606140133

                         Information & Support Services

                         P.O. Box 3707

                         Seattle WA 98124-2207

June 5, 1996


Document Control Desk

United States Nuclear Regulatory Commission

Washington, D.C.  20555


Reference:  a) Boeing Letter G-1151-RSO-92-365 dated August 31, 1992;

               R. S. Orr to the NRC Operations Center

            b) NRC Letter Docket No. 99901227 dated August 12, 1992; L.

               J.  Norrholm to R. S. Orr; Subject: Response to 10 CFR 21


Dear Sir or Madam:

In accordance with the reference correspondence and 10 CFR 21, Boeing is

sending the NRC the attached error notice(s) received from our former

software suppliers.  Because of unknown current addresses, the following

former customers were not notified:

     Reactor Controls, Inc.

     Echo Energy Consultants, Inc.

     Nuclear Applications and Systems Analysis Company (Japan)

     Nuclear Power Services

     Tenera Engineering Services

     Gibbs & Hill, Inc.

Error notices have been sent to our other former customers.

Very truly yours,

Sandra J.  Andrews

Nuclear Administrator

G-1151 M/S 7A-33

(206) 865-6248

Attachment(s): GTSTRUDL Program Report Form No. 96.17

Georgia Tech             Computer Aided Structural Engineering Center

                         Georgia Institute of Technology

                         School of Civil & Environmental Engineering

                         Atlanta, Georgia 30332-0355



                         404-894-8014 FAX

May 30, 1996

Attention: Nuclear Administrator

Boeing Information & Support Services

P. O. Box 24346, M/S 7A-33

Seattle.  Washington 98124-0346


Dear Sir or Madam:

Enclosed please find copies of GTSTRUDL PROGRAM REPORT FORM No. 96.17 and

a VENDOR ACKNOWLEDGEMENT FORM.  Please sign and return the VENDOR

ACKNOWLEDGEMENT FORM to acknowledge receipt of the GTSTRUDL Program


Thank you for reviewing the Program Report and for returning the

Acknowledgement Form.

Best regards.

CASE Center

Catherine Lee

Configuration Control Manager



An Equal Foundation and Employment           A Unit of the University

Opportunity Institution                      System of Georgia

                      GTSTRUDL Program Report Form

                                                  GPRF No.: 96.17

                                                  DATE: May 29, 1996

FROM:     Computer-Aided Structural Engineering Center

          Georgia Institute of Technology

          Atlanta, Georgia 30332-0355


X  URGENT      Problem results in incorrect answers which may not be

               apparent or job aborts and cannot be recovered within the

               session or job.

_  SERIOUS     Problem results in incorrect answers which are obvious or

               problem prevents completion of a particular user's task.

_  MINOR       Problem can be worked around or problem poses high

               frustration factor.

_  INFORMATIVE Documentation error, program usage tip, user


Date Problem Confirmed   May 29, 1996

Date Notification Sent May 31 1996

Computers All

Operating System All

Version All versions prior and including to 9601

Target Release for Correction 96.02

                                   Senior Software Developer

Signature                          Title

R & D Division

 Hamid Zand

Typed or Printed Name              Date of Signature

Signature                          Title

Professional Services Division

Typed or Printed Name              Date of Signature

                                                                 Rev. 2.2

GTSTRUDL Program Report Form


                                                  GPRF No.: 96.17

                                                   DATE: May 29,1996


             STEEL DESIGN (Offshore Design Only, API codes)

     Offshore design codes, APIWSD20 and APIOCT84, will not check the

bending stress provisions of a member when the internal axial force is

less than 2.224 Newton (0.5 Pound).  When the axial force is less than

2.224 Newton (0.5 Pound) and bending moment exists, only the shear stress

is checked.


     Apply an axial load which create an internal axial force greater

     that 2.224 Newton (0.5 Pound).

Applicable GTSTRUDL User's Manual:

     For APIOCT84 code.

        Volume 8    Section 3.3.  Table 3.3-2

                    Section 3.4

                    Prior to and including Revision N

                    Prior to and including version 9601

     For APIWSD20 code.

        Volume 8    Section 3.3, Table APIWSD20

                    Section 3.4

                    Revision P

                    Version 9601

                                                                  Rev 2.2


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