Wood light-frame floor diaphragms, made with OSB panels and I-joists, subjected to lateral loads - 10.4025/actascitechnol.v32i4.5046

• Autor(a) principal: Santos, Altevir Castro dos
• Data de Publicação: 2010
• Outros Autores: Szcüs, Carlos Alberto
• Tipo de documento: Artigo
• Idioma: por
• Título da fonte: Acta scientiarum. Technology (Online)
• Texto Completo: http://www.periodicos.uem.br/ojs/index.php/ActaSciTechnol/article/view/5046
• topic: timber structure; wood diaphragm; platform frame; wood frame construction; OSB diaphragm; estruturas em madeira; diafragmas de madeira; distema plataforma; edificações em madeira; piso em OSB; Estruturas de Madeiras

This work is focused on lightweight wood-frame constructions, which are accepted worldwide and may be considered feasible for use in Brazil as well. It presents the results of experimental tests on floor diaphragms subjected to lateral loads. This is the first time this kind of test is performed in Brazil. Thus, it brings up valuable information about this subject, giving technical information that may contribute to the design and construction of floor diaphragms employing local materials that come from planted forests. The main goal of this research is to evaluate the resistance and rigidity of wood light-frame floor diaphragms, when subjected to monotonic lateral forces acting in the plane of the floor. Full-scale floor diaphragm specimens (2.50 x 5.00 m) were tested with different constructive arrangements, and the influence of the following variables were examined: blocked vs. unblocked diaphragms, rigidity of the nailed joints between I-joists and sheathing; and distance between nails around the perimeter of the OSB boards. The tests showed that the blocked floor diaphragms enable nailing the whole perimeter of the boards, thus increasing its resistance and rigidity.