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Part 21 Report - 1996-647

ACCESSION #: 9612260076 Georgia Tech Computer Aided Structural Engineering Center Georgia Institute of Technology School of Civil & Environmental Engineering Atlanta, Georgia 30332-0355 USA 404 o 894 o 2260 404 o 894 0 8014 FAX November 26, 1996 Attention: Nuclear Administrator Boeing Information & Support Services P.O. Box 24346, M/S 7A-33 Seattle, Washington 98124-0346 RE: GT STRUDL Dear Sir or Madam: Enclosed please find copies of GTSTRUDL PROGRAM REPORT FORM No. 96.25 and a VENDOR ACKNOWLEDGMENT FORM. Please sign and return the VENDOR ACKNOWLEDGMENT FORM to acknowledge receipt of the GTSTRUDL Program Report. Thank you for reviewing the Program Report and for returning the Acknowledgment Form Best regards, CASE Center Lawrence F. Kahn Director LFK/tlk Enclosures An Equal Education and Employment Opportunity Institution A Unit of the University System of Georgia GTSTRUDL Program Report Form GPRF No.: DATE: FROM: Computer-Aided Structural Engineering Center Georgia Institute of Technology Atlanta, Georgia 30332-0355 SEVERITY LEVEL: 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 inconveniences. Date Problem Confirmed Date Notification Sent Computers All Operating System All Version All Target Release for Correction 96.02 Mgr. ASD Signature Title R & D Division Michael H. Swanger 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 (Continued) GPRF No.: DATE:. DESCRIPTION Section 2.1.9, Volume 1 of the GTSTRUDL User's Manual states that if one of the segment lengths is not specified for the member properties data of variable non-prismatic members, the correct length of that segment will be automatically computed. This procedure causes an abort in stiffness analysis if the DEAD LOAD command is given prior to the STIFFNESS ANALYSIS command. A work- around that prevents the abort is to give the CONSISTENCY CHECK command prior to the DEAD LOAD command as follows: CONSISTENCY CHECK DEAD LOAD 'DL' DIR-Y ALL MEMBERS STIFFNESS ANALYSIS Applicable sections of the User's Manual: The MEMBER PROPERTIES Command Section 2.1.9.2, Volume 1, GTSTRUDL User's Manual Variable Specs Section 2.1.9.2.3 Independent Dead Loading Command Section 2.1.11.3.1, Volume 1, GTSTRUDL User's Manual The CONSISTENCY CHECK Command Section 2.1.12.4, Volume 1, GTSTRUDL User's Manual The STIFFNESS ANALYSIS Command Section 2.1.13.2, Volume 1, GTSTRUDL Manual User's Rev. 2.2 *** END OF DOCUMENT ***

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