What are the reactions and forces in a pin-jointed framework?

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Homework Help Overview

The discussion revolves around analyzing the reactions and forces in a pin-jointed framework, specifically focusing on the equilibrium conditions and reaction forces at various supports within the structure.

Discussion Character

  • Exploratory, Assumption checking, Problem interpretation

Approaches and Questions Raised

  • Participants discuss equilibrium equations and the calculation of reaction forces at supports A and C. Questions are raised about the horizontal and vertical components of these forces, particularly in relation to the geometry of the framework. Some participants express uncertainty regarding the application of principles in scenarios involving different types of supports.

Discussion Status

There is an ongoing exploration of the relationships between the forces at the supports and the members of the framework. Some participants have offered guidance on how to approach the calculations, while others are clarifying their understanding of the problem setup. Multiple interpretations of the forces and their components are being considered.

Contextual Notes

Participants note confusion stemming from the types of supports involved, particularly in relation to previous problems they have encountered. There is an indication of a potential misunderstanding regarding the magnitude of the reaction forces and their directions.

MMCS
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ƩFx = 0
ƩFy = 0
ƩMoments about a point = 0

Ay + By - 2KN = 0

Momments about A = -(2KN * 2.4) + 1*ReactionC = 0
-4.8KN = reactionC



Sub into first eq

Ay +(-4.8) -2 = 0
Ay = 6.8

To find out the reaction in member AB

I have

6.8 - Tab Cos(tan-10.8/1) = 0
Tab = 6.8/Cos(tan-10.8/1) = 8.738

I have the answer to be 2.56
 

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What about the horizontal component of the reaction force at C? What can you say about the horiz and vert components of the reaction force at A?
 
PhanthomJay said:
What about the horizontal component of the reaction force at C? What can you say about the horiz and vert components of the reaction force at A?

The x and y at A should equal the support AB
The x values for A and C i am unsure how to work out, i have only dealt with problems where one support is a roller support
 
MMCS said:
The x and y at A should equal the support AB
You mean the vector sum of the x and y components of the reaction force at A should be equal in magnitude to the force in member AB?
The x values for A and C i am unsure how to work out, i have only dealt with problems where one support is a roller support
Truss members are 2 force members. Since no other member besides AB frame into support A, then the total resultant reaction force at support A must be in the direction of member AB.

I note that you have posted this question in the engineering section also. You should probably respond in that thread instead of this one, and avoid double posting in the future thanks.
 
If the reaction force at A is equal to the magnitude of vector AB, then i have an answer of 6.8KN, but the answer is 2.56KN can you point out the mistake in my working
 
The reaction force at A acts in the direction of member AB. Sum moments about C to solve for it or its components.
 
Ok i realize where my confusion was on this problem thanks for your help
 

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