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Analysis of continuous beams with joint slip
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
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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Citation
Soltis, L. A. 1981. Analysis of continuous beams with joint slip. (Research note FPL ; 0244):19 p. : ill. ; 28 cm.Cited
Keywords
Computer analysis, Beam, Load, Sli, Analysi, Stiffnes, Strengt, Splicing, JointsRelated Search
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https://www.fs.usda.gov/treesearch/pubs/5924