Formulas for Beams with Semi-rigid Connections
Auteur(s): |
Nathan Kotlyar
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Médium: | article de revue |
Langue(s): | anglais |
Publié dans: | Engineering Journal, décembre 1996, n. 4, v. 33 |
Page(s): | 142-146 |
DOI: | 10.62913/engj.v33i4.672 |
Abstrait: |
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. |
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10782840 - Publié(e) le:
17.05.2024 - Modifié(e) le:
17.05.2024