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Title: Analysis of continuous beams with joint slip

Author: Soltis, L. A.;

Date: 1981

Source: (Research note FPL ; 0244):19 p. : ill. ; 28 cm.

Publication Series: Research Note (RN)

Description: A computer analysis with user guidelines to analyze partially continuous multi-span beams is presented. Partial continuity is due to rotational slip which occurs at spliced joints at the supports of continuous beams such as floor joists. Beam properties, loads, and joint slip are input; internal forces, reactions, and deflections are output.

Keywords: Computer analysis , Beam, Load, Sli, Analysi, Stiffnes, Strengt, Splicing, Joints

Publication Notes:

  • We recommend that you also print this page and attach it to the printout of the article, to retain the full citation information.
  • This article was written and prepared by U.S. Government employees on official time, and is therefore in the public domain.



Soltis, L. A. 1981. Analysis of continuous beams with joint slip. (Research note FPL ; 0244):19 p. : ill. ; 28 cm.


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