Resolución de una armadura plana estáticamente indeterminada, utilizando el método de flexibilidad, también llamado método de matriz de fuerza

Abstract

This document deals with the resolution of structures, specifically of the type, armor, using the classic method of flexibility. It begins with a brief explanation of the method, also called the force matrix method, for a better understanding of it, then through a practical example consisting of an armor supported by 4 fixed supports, each of the steps for its resolution is performed , the proposed structure presents external and internal indeterminacy, also contains a quantity of redundants equal to 15. An analysis is also made of the values obtained compared to other software and the number of alternatives that currently exist to find a solution to these types of problems related to armor.