Please use this identifier to cite or link to this item: https://app.uff.br/riuff/handle/1/21346
Title: ANÁLISE DE VIGA BALCÃO EM ELEMENTOS ESTRUTURAIS DE HASTES DE PAREDES DELGADAS
Keywords: Vigas;  Hastes Paredes delgadas;  Deformações e tensões;  Análise estrutural
Issue Date: 15-Dec-2004
Publisher: Universidade Federal Fluminense
Abstract: With the aid of the symbolic algebraic computation and the matricial methods it has been realized a study of the structural behavior of a balcony beam. The flexibility method is used to analyse profiles of thin-walled beams, considering the introduction of a new degree of freedom (warping of the transverse section) due to the request of the bimoment. Analyses of the bimoments, the flexural moments and the torsion moments are realized. The stresses generated by the bimoment and the flexural moment are calculated. With that it will be possible to determine the behavior of the solicitation and the stresses according to the simultaneous change of several profiles, contributing, so, for a better comprehension of the structure s global behavior.
URI: https://app.uff.br/riuff/handle/1/21346
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