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Formulas for Beams with Semi-rigid Connections
Author: Kotlyar, Nathan

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Product code: NA
Format: PDF File
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This paper presents practical formulas for beams with semi-rigid connections of variable stiffness, and describes certain limitations for application of these formulas. Using the tables of formulas, the engineer is able to rapidly determine the effect of a partially restrained connection. A practical example illustrates the application of the formulas.