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Equilibrio y Vigas: Verdadero o Falso

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Equilibrio y Vigas: Verdadero o Falso

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About this activity

Razonamiento sobre equilibrio estructural

Created by

Jhonny Sejas Iriarte
Jhonny Sejas Iriarte
Bolivia

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Equilibrio y Vigas: Verdadero o Falso
 

Equilibrio y Vigas: Verdadero o FalsoOnline version

Razonamiento sobre equilibrio estructural

by Jhonny Sejas Iriarte
1

Los sistemas tridimensionales requieren seis ecuaciones de equilibrio para poder resolverse.

2

Las reacciones de apoyo dependen del tipo de vínculo que se utilice en la estructura.

3

Si un sistema tiene menos vínculos de los necesarios, se considera hipostático.

4

El momento flector es una fuerza perpendicular al eje de la viga.

5

Una estructura hiperestática puede resolverse solo con las ecuaciones de equilibrio.

6

El equilibrio rotacional se cumple cuando la suma de momentos alrededor de cualquier punto es igual a cero.

7

Las reacciones en un apoyo móvil siempre tienen dos componentes: horizontal y vertical.

8

Las ecuaciones de equilibrio en dos dimensiones son tres: ∑Fx = 0, ∑Fy = 0, ∑M = 0.

9

Una viga con un apoyo simple y un apoyo móvil es un sistema isostático típico.

10

Un apoyo articulado es capaz de generar un momento de reacción.

11

La fuerza cortante se relaciona con la tendencia de una sección a deslizarse respecto a otra.

12

Las cargas distribuidas se representan por su intensidad por unidad de longitud.

13

Para que un cuerpo esté en equilibrio estático, la suma de fuerzas en todas las direcciones debe ser igual a cero.

14

El punto de acción de una carga influye directamente en el cálculo del momento.

15

Un sistema isostático tiene más incógnitas que ecuaciones de equilibrio.

 
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