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Analysis of continuous beams with joint slipAuthor(s): L. A. Soltis
Source: (Research note FPL ; 0244):19 p. : ill. ; 28 cm.
Publication Series: Research Note (RN)
Station: Forest Products Laboratory
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DescriptionA 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.
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CitationSoltis, L. A. 1981. Analysis of continuous beams with joint slip. (Research note FPL ; 0244):19 p. : ill. ; 28 cm.
KeywordsComputer analysis, Beam, Load, Sli, Analysi, Stiffnes, Strengt, Splicing, Joints
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