Analysis of continuous beams with joint slip

L. A. Soltis

doi:10.2737/FPL-RN-244

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Analysis of continuous beams with joint slip

Informally Refereed

Authors:

L. A. Soltis

Year:

1981

Type:

Research Note

Station:

Forest Products Laboratory

DOI:

https://doi.org/10.2737/FPL-RN-244

Source:

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

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Abstract

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

Citation

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