Análisis de pórtico plano por el método directo de la rigidez, verificando los resultados con el software calsap

Abstract

This document leads us to a resolution of a flat porch 6 stories high with 3 openings by the direct method of stiffness with gravitational and lateral loads, specifically the exercise is solved by electronic sheet to compare them with the program CALSAP The methodology applied is very intuitive both in solving the problem in the electronic sheet and in the CALSAP program, using the same nomenclature in both cases. This is useful when immersed in the programming language used by CALSAP, it should be emphasized that both methods will use the specification of axially rigid elements, even knowing that this simplification can result in small errors. Therefore, the process carried out in this work is presented through the application of the proposed methods, equations, formulas and various criteria consulted, as well as the commands processed to obtain the results with CALSAP and present them in a summary table for Your best understanding.