Escanio, Lucas AlvesElias, Guilherme CássioNeiva, Luiz Henrique de AlmeidaAlves, Vinicius NicchioSarmanho, Arlene Maria Cunha2021-11-152021-11-152020ESCANIO, L. A. et al. Analysis of beam-to-upright end connections steel storage systems. Advanced Steel Construction, v. 16, n. 3, p. 279-286, jun. 2020. Disponível em: <http://ascjournal.com/index.php?option=com_content&view=article&id=533:vol16no3-9&catid=170:vol16no3&Itemid=538>. Acesso em: 12 set. 2021.1816-112Xhttp://www.repositorio.ufop.br/jspui/handle/123456789/13937This study presents an experimental and numerical research into the behavior of beam-to-upright end connections, which are part of steel storage systems. A total of 21 cantilever tests comprising three upright and four beam cross sections, were conducted, and a finite element numerical model was developed. The model was developed to compare its results with experimental results and to extrapolate these results in a parametric analysis. The aim of the study is to evaluate the behavior, semi-rigidity, and influence of the geometric parameters in the stiffness of beam–upright lipped connections of pallet-type industrial storage systems. The results of the numerical model showed good correlation with the experimental results, in terms of moment–rotation behavior and the initial stiffness values, with a maximum differenc e of 10%. In the parametric analysis, a pattern was observed in the variation of stiffness when the dimensions—mainly the height of beams—of the prototypes were increased.en-USrestritoCold-formed steelStorage rack uprightsCantilever testSemi-rigid connectionBeam-to-upright lipped connectionArtigo publicado em periodicohttp://ascjournal.com/index.php?option=com_content&view=article&id=533:vol16no3-9&catid=170:vol16no3&Itemid=538https://doi.org/10.18057/IJASC.2020.16.3.9