Determining the support reactions of a frame

In summary, the conversation discusses a problem involving finding support reactions at points A and B on a frame. The frame is separated at a hinge at point C and moment equations are taken about point A. This results in four unknowns and three equations, but it is suggested to also consider the other part of the frame that includes the support at B. Solving for Cx and Cy will lead to a solution for the problem.
  • #1
hobbyenthusia
4
0
Here is a link to the problem:
http://img62.imageshack.us/img62/374/frameow.jpg"
I am trying to find the support reactions at A and B.
I separated the frame at the hinge(call it C) into two parts and took the moment equation about point A.
This gave me: [itex]\Sigma[/itex]Ma = -60(25) - 62.5(12.5) + Cx(25) + Cy(25)
The forces in the y:[itex]\Sigma[/itex] Fy = -62.5 + Cy + Ay
The forces in the x: [itex]\Sigma[/itex] Fx =60 + Ax - Cx

From here I am unsure what to do as I have four unknowns and only three equations.
 
Last edited by a moderator:
Physics news on Phys.org
  • #2
:smile:Hello hobbyenthusia(st), welcome to these forums!:smile:

Try looking at the other part of the frame that includes the support at B. That should give you a total of 6 equations with a total of 6 unknowns.
 
  • #3
I completely missed that. Thank you.
After taking the moments for each side is it as simple as solving Cx in terms of Cy or vice versa and finishing it up?
 
  • #4
Yes, solve for Cx and Cy and the rest will follow. Please watch plus and minus signs! If Cx is assumed or found to act to the left on the left section, it must act to the right on the right section.
 
  • #5
How can I determine the support reactions at A and B for this frame?

To determine the support reactions at A and B for this frame, you can use the equations of equilibrium. Since there are no external forces acting on the frame, the sum of all forces in the x and y directions must be equal to zero. This will give you two equations:

\Sigma Fx = 0
\Sigma Fy = 0

You can then use the moment equation about point A to get a third equation:

\Sigma Ma = 0

With these three equations, you can solve for the four unknowns (Ax, Ay, Cx, Cy). However, you will need to make some assumptions about the direction of the support reactions in order to solve the equations. For example, you can assume that the support reactions at A and B are vertical and that the reaction at C is horizontal. This will give you enough information to solve for all four unknowns.

Alternatively, you can also use a free body diagram approach to solve for the support reactions. Draw a separate free body diagram for each part of the frame (left and right of the hinge). Then, apply the equations of equilibrium to each diagram to get a total of four equations. Again, you will need to make some assumptions about the direction of the support reactions, but this approach may be easier to visualize and solve for the unknowns.

In summary, to determine the support reactions at A and B for this frame, you will need to use the equations of equilibrium and make some assumptions about the direction of the support reactions. This will allow you to solve for all four unknowns and determine the support reactions at A and B.
 

Related to Determining the support reactions of a frame

1. What is the process for determining support reactions of a frame?

The process for determining support reactions of a frame involves analyzing the forces acting on the frame and using the equations of static equilibrium to solve for the unknown support reactions at each joint or support location.

2. What information is needed to determine support reactions?

To determine support reactions, you will need to know the external loads applied to the frame, the geometry and dimensions of the frame, and the properties of the materials used in the frame's construction.

3. Can support reactions change if the frame is loaded differently?

Yes, the support reactions of a frame can change if the external loads applied to the frame are changed. This is because the equations of static equilibrium are based on the principle that the sum of forces and moments acting on a body must equal zero, so any change in the external loads will affect the support reactions accordingly.

4. How does the type of frame affect the determination of support reactions?

The type of frame, such as a truss or a beam, can affect the determination of support reactions because different types of frames have different internal forces and load distributions. This means that the equations of static equilibrium used to solve for support reactions may differ depending on the type of frame.

5. Are there any assumptions made when determining support reactions of a frame?

Yes, there are some assumptions made when determining support reactions of a frame. These include assuming that the frame is rigid and is not subject to any deformations, and that all external loads and support reactions act only in the vertical and horizontal directions.

Similar threads

  • Engineering and Comp Sci Homework Help
Replies
5
Views
1K
  • Engineering and Comp Sci Homework Help
Replies
5
Views
887
  • Engineering and Comp Sci Homework Help
Replies
4
Views
2K
  • Engineering and Comp Sci Homework Help
Replies
10
Views
2K
  • Engineering and Comp Sci Homework Help
Replies
3
Views
3K
  • Engineering and Comp Sci Homework Help
Replies
3
Views
3K
  • Engineering and Comp Sci Homework Help
Replies
1
Views
1K
  • Engineering and Comp Sci Homework Help
Replies
9
Views
2K
  • Engineering and Comp Sci Homework Help
Replies
22
Views
2K
  • Engineering and Comp Sci Homework Help
Replies
3
Views
2K
Back
Top