ESF GROUND SUPPORT - STRUCTURAL STEEL ANALYSIS Page: 2 of 488
This report is part of the collection entitled: Office of Scientific & Technical Information Technical Reports and was provided to UNT Digital Library by the UNT Libraries Government Documents Department.
Extracted Text
The following text was automatically extracted from the image on this page using optical character recognition software:
Design Analysis Revision Record
CRW MS/M&Q Complete only applicable items.
Page:2 Of: 22
2. DESIGN ANALYSIS TITLE
ESF GROUND SUPPORT - STRUCTURAL STEEL ANALYSIS
3. DOCUMENT IDENTIFIER (Including Rev. No.)
BABEE0000-017 17-0200-00003 REV 02
4. Revision No. 5. Description of Revision
02 Main body of analysis: Miscellaneous editorial revisions. Revised sections 4.2, 7.1, 7.7, 8.3 to reflect the
ESFDR changes. Revised Section 6.5 to include Software Configuration Management. Revised sections 8.7.3
III.E and 8.7.10 to reflect changes made to the W8 x 31 baseplate offset and finite element analysis. Revised
Section 8.5 E to reflect changed tie rod spacing.
Attachment III: Deleted pages III-63 and III-64, (replaced by III-65) and pages III-73, III-74, and III-75
(stiffeners not required). Revise page III-60 for hole size. Revised pages III-65, III-67, III-68, III-69, III-70,
III-71, and III-72, to reflect the 3/4-inch chamfer of the concrete invert segment curb. Revised page 111-76 to
delete stiffners. Revised pages III-82, III-83, and III-84, to reflect 3/4-inch chamfer and determine offset
based on bearing pressure. Revised page III-102 to reflect changed fillet weld thickness. Revised page
III-113 to remove shear tab. Attachment VII: Revised pages VII-3 and VII-4 to reflect changed tie rod hole
group spacing and tie rod spacing. Attachment IX: Revised page IX-6 to reflect changed tie rod hole group
spacing and tie rod spacing. Revise page IX-16, IX-17, and IX-18 to remove stiffners. Attachment X:
Revised entire contents to reflect the 3/4-inch chamfer of the concrete invert segment curb.OAP-3-9 (Effective 01/03/96) 0487 (Rev. 12/14/95)
OAP-3-9 (Effective 01/03/961
0487 (Rev. 12/14/95)
Upcoming Pages
Here’s what’s next.
Search Inside
This report can be searched. Note: Results may vary based on the legibility of text within the document.
Tools / Downloads
Get a copy of this page or view the extracted text.
Citing and Sharing
Basic information for referencing this web page. We also provide extended guidance on usage rights, references, copying or embedding.
Reference the current page of this Report.
Misiak, T. ESF GROUND SUPPORT - STRUCTURAL STEEL ANALYSIS, report, June 26, 1996; Oak Ridge, Tennessee. (https://digital.library.unt.edu/ark:/67531/metadc793030/m1/2/: accessed April 25, 2024), University of North Texas Libraries, UNT Digital Library, https://digital.library.unt.edu; crediting UNT Libraries Government Documents Department.