In this paper, two typical single plate framing connections are discussed and illustrated. In both cases, the connection comprises a single plate, with prepunched bolt holes, that is shop welded to the supporting member. The standard design procedure for the single plate framing connection is too assume each bolt carries an equal portion of the total shear load and, in agreement with the simple support assumption, that relatively free rotation occurs between the end of the beam and the supporting member. In order to evaluate the end moment generated by the single plate framing connection, the beam line method of analysis was used. Included in the discussion is an explanation of moment-rotation curves as well as results and summaries a various full beam tests--three- bolt test, five-bolt test, seven-bolt test and three-bolt test with six-inch bolt pitch. Also, design formulas and recommended design procedures are discussed.

  • Availability:
  • Corporate Authors:

    American Institute of Steel Construction

    101 Park Avenue
    New York, NY  United States  10017
  • Authors:
    • Richard, R M
    • Gillett, P E
    • Kriegh, J D
    • Lewis, B A
  • Publication Date: 1980

Media Info

  • Features: Appendices; Figures; References; Tables;
  • Pagination: p. 33-52
  • Serial:
    • Engineering Journal
    • Volume: 17
    • Issue Number: 2
    • Publisher: American Institute of Steel Construction
    • ISSN: 0013-8029

Subject/Index Terms

Filing Info

  • Accession Number: 00319404
  • Record Type: Publication
  • Files: TRIS
  • Created Date: Jan 19 1981 12:00AM