For the armor shown in the figure:a) Draw up the free body diagram to analyze the section that cuts the elements: AB, BI and HI. Based on your diagramUse the equations of equilibrium (summation of forces in x, y as well as that of moments in B and I. Note: not requiredevaluate the reactions or charges on the elements.b) Create the free-body diagram for node E and the equilibrium equations (summation of forces at x, y). Note:It is not required to evaluate the reactions or the charges on the elements. 2.- Para la armadura mostrada en la figura:a) Elabore el diagrama del cuerpo libre, para analizar la sección que corte los elementos: AB, BI y HI. En base a su diagramapante las ecuaciones de equilibrio (sumatoria de fuerzas en x, y así como la de momentos en Bel. Nota: no se requiereevaluar las reacciones ni las cargas en los elementos.b) Elabore el diagrama de cuerpo libre para el nodo E y las ecuaciones de equilibrio (sumatoria de fuerzas en x, y). Nota:no se requiere evaluar las reacciones ni las cargas en los elementos.GKAE MC

Answered: Image /qna-images/answer/5028c442-f675-42bd-a7c3-a38641279e77.jpg

the armor shown in the figure: a) Draw up the free body diagram to analyze the section that cuts the elements: AB, BI and HI. Based on your diagram Use the equations of equilibrium (summation of forces in x, y as well as that of moments in B and I. Note: not required evaluate the reactions or charges on the elements. b) Create the free-body diagram for node E and the equilibrium

the armor shown in the figure: a) Draw up the free body diagram to analyze the section that cuts the elements: AB, BI and HI. Based on your diagram Use the equations of equilibrium (summation of forces in x, y as well as that of moments in B and I. Note: not required evaluate the reactions or charges on the elements. b) Create the free-body diagram for node E and the equilibrium

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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