Diseño y simulación de una estructura metálica de cubierta, de cinco metros de voladizo y con una modulacion de seis metros : Diseño de una estructura metálica de cubierta de cinco metros de voladizo y con una modulación de 6 metros.

Abstract

This curricular integration project (component A) covers the design of a cantilever metal structure, which uses materials manufactured in Ecuador through the cold forming process. For this analysis, the AISI 2016 standard is used, which covers many of the analysis topics within a profile and what happens with the load capacity that each element will support, since this can be due to global buckling, local buckling, or distortional buckling both when an axial load is applied, as well as a moment in the “x” or “y” axis. These 3 failure modes will be analyzed in each component of the roof, both in the purlins, beams, and columns, without forgetting to analyze the purlin separators, as well as the column ones, it should be noted that the issue of connections through the welding process will not be addressed in this project. The design of the base plate as well as the anchor bolts are carried out based on the AISC 2010 Manual, since due to the thickness of the plate and the load to be supported, the design with this manual is necessary.