Finding reaction forces for a Beam

Remember, the structure is not moving so the sum of all forces and torques must equal zero. In summary, to find the reaction for the loading condition shown in the image, you can convert the distributed load into a point load and make sure that the sum of all forces and torques equals zero since the structure is not moving.
  • #1
jixnitttt
1
0
Last edited by a moderator:
Physics news on Phys.org
  • #2
I might be wrong as it's a long time since I did this..

I think you can forget the roller. Treat as a point. Yes convert the UDL to a point load.

It's not moving so both torques and translation forces sum to zero.

Edit: The answer is "interesting". Can't say more or it gives it away. Have a go and come back if stuck.
 
Last edited:
  • #3
Yes, you can always convert distributed loads into their resultant point loads when finding reactions. So what is the equivalent point load for the distributed load and where is it located?
 

FAQ: Finding reaction forces for a Beam

1. How do you calculate reaction forces for a beam?

To calculate the reaction forces for a beam, you need to use the equations of equilibrium. These equations state that the sum of all forces acting on a body must be equal to zero. By applying these equations to the beam, you can solve for the unknown reaction forces.

2. What are the types of reaction forces for a beam?

There are two types of reaction forces for a beam: vertical and horizontal. The vertical reaction force, also known as the support force, is the force that prevents the beam from falling downwards. The horizontal reaction force, also known as the restraint force, is the force that prevents the beam from moving horizontally.

3. How do you determine the direction of the reaction forces?

The direction of the reaction forces can be determined by considering the direction of the applied loads. The reaction forces will be in the opposite direction of the applied loads in order to maintain equilibrium. Additionally, the type of support or restraint at each end of the beam will also affect the direction of the reaction forces.

4. Can reaction forces be negative?

Yes, reaction forces can be negative. This typically occurs when the applied loads create a tension force in the beam, causing a reaction force in the opposite direction. Negative reaction forces can also occur when a beam is not fully supported at its ends, resulting in a downward force at one end and an upward force at the other end.

5. What are some common mistakes when finding reaction forces for a beam?

One common mistake is forgetting to include the weight of the beam itself in the calculations. Another mistake is not considering the direction of the reaction forces, leading to incorrect values. It is also important to properly identify the type of support or restraint at each end of the beam, as this can greatly affect the calculation of the reaction forces.

Similar threads

Replies
3
Views
1K
Replies
5
Views
2K
Replies
3
Views
2K
Replies
1
Views
269
Replies
2
Views
2K
Replies
3
Views
269
Replies
13
Views
2K
Replies
7
Views
2K
Replies
4
Views
2K
Back
Top