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  1. Analysis of continuous beams with joint slip

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    Author(s): L. A. Soltis
    Date: 1981
    Source: (Research note FPL ; 0244):19 p. : ill. ; 28 cm.
    Publication Series: Research Note (RN)
    Station: Forest Products Laboratory
    DOI: https://doi.org/10.2737/FPL-RN-244
    PDF: View PDF  (698 KB)

    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.

    Publication Notes

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    • This article was written and prepared by U.S. Government employees on official time, and is therefore in the public domain.

    Citation

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

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    Keywords

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

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