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

  • Thread starter Thread starter MMCS
  • Start date Start date
  • Tags Tags
    Framework
AI Thread Summary
The discussion focuses on calculating reactions and forces in a pin-jointed framework using equilibrium equations. Key equations include the sum of forces in the x and y directions equaling zero, and the sum of moments about a point also equaling zero. The reaction forces at points A and C are analyzed, with specific attention to their horizontal and vertical components. The conversation highlights the importance of understanding two-force members in truss analysis and the need to ensure that the vector sum of reaction forces aligns with the forces in the members. Ultimately, the participants clarify the calculations and correct misunderstandings regarding the reaction forces.
MMCS
Messages
151
Reaction score
0
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
 

Attachments

  • t11.jpg
    t11.jpg
    14.1 KB · Views: 451
Physics news on Phys.org
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
 
Back
Top