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

Abstract

In the present Curricular Integration Work (TIC) the procedure for the simulation and modeling of a cantilevered metal roof structure with cold-formed elements is detailed, based on the bibliographical investigation of currently existing structures, then proceed to propose several alternatives that meet the requirements and using the evaluation method known as the corrected ordinal method of weighted criteria, where the criteria are evaluated with values of 1, 0.5 and 0, resulting in the alternative that presents the highest design priority. In the calculation of the loads that act on the structure, what is detailed in the Ecuadorian construction standard was taken into consideration, in addition to considering that the loads of rain and hail did not act on the structure since due to its shape there is no way that it exists. stagnation of water in it, and only live, dead, wind and seismic loads are considered for subsequent structural analysis. In the modeling of each element that makes up the cantilever roof structure, the Autodesk Inventor software was used, which greatly facilitates the preparation of the pieces in 3D, and later the assembly of the same was carried out, resulting in the assembly of the structure, it was also used to carry out structural and stress analysis, resulting in values less than what the material can support and safety coefficients greater than 1, establishing that the design of each element is optimal.