Determine the reactions at "A" and "B"

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In summary, the conversation is about someone needing help with resolving moments in a problem regarding moving and fixed supports. The steps to solve the problem are outlined, including calculating moments due to loads, using Newton's laws to determine reactions, and resolving moments at a convenient position.
  • #1
sumofmoments=0
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i am having problems figuring out how to resolve the moments can someone help me please

Determine the reactions at "A" and "B"

A is a moving support
B is a fixed support

please check attached file for problem
 

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  • #2
Got your Private Message. :wink:

sumofmoments=0 said:
i am having problems figuring out how to resolve the moments can someone help me please

OK, I need to see what you've done on this (that's our policy). It's not a difficult problem, so don't be afraid of it. Take the following steps:

1. Calculate the moments due to the loads shown. The standard convention is that counterclockwise moments are in the positive direction, and that clockwise moments are in the negative direction.

So think physically: In which direction will each load tend to rotate the lever about the fulcrum? CW or CCW?

2. Determine the reactions with Newton's laws. Sum the forces in the y-direction, and sum the moments in the z-direction. Include unknown reaction forces, and set the sums equal to zero. Then solve for the unknowns.
 
  • #3
If a force is acting upwards or downwards from the point at which you are resolving, it is the horizontal (do not include vertical) distance to the force (so the point to measure to would be exactly above or below the force). multiplied by the force.
Similarly, if a force is acting horizontally from the point at which you are resolving it is the vertical distance multiplied by the force magnitude.

If the force is acting at an angle you can resolve everything into x and y components, to make it much easier to calculate.
For example: For a 10N force acting at 23 degrees, the horizontal force is 10cos23, while the vertical force is 10sin23. From my memory though this doesn't seem to be a problem in your question.

-For the reaction at B you don't need moments, the forces acting vertically are in balance. From this you can calculate B.
-For the reaction at A, perhaps it would make it simpler for you to understand if you removed 'A' and replaced it with a horizontal force (the reaction force at A) which you can then calculate. Also, add in the calculated force at B.
-Then choose a convenient position to resolve moments at. Somewhere where the force at A is not canceled out perhaps?

Then take moments,
Clockwise = anticlockwise.

Have a go =).
 
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FAQ: Determine the reactions at "A" and "B"

What is the purpose of determining the reactions at "A" and "B"?

The purpose of determining the reactions at "A" and "B" is to understand the forces and loads acting on a structure or object. This information is essential in designing and analyzing structures to ensure their stability and safety.

How are the reactions at "A" and "B" calculated?

The reactions at "A" and "B" are calculated using the principles of statics, specifically the equations of equilibrium. These equations state that the sum of all forces and moments acting on a system must be equal to zero. By applying these equations to the free body diagrams of the object, the reactions at "A" and "B" can be determined.

What factors affect the reactions at "A" and "B"?

The reactions at "A" and "B" are affected by several factors including the weight of the object, external loads acting on the object, and the geometry and support conditions of the structure. Additionally, the type of support at "A" and "B" (fixed, pinned, roller, etc.) can also impact the reactions.

Why is it important to accurately determine the reactions at "A" and "B"?

Accurately determining the reactions at "A" and "B" is crucial in ensuring the stability and safety of a structure. If the reactions are calculated incorrectly, it could result in a structure that is either under-designed and unable to support the intended loads, or over-designed and unnecessarily expensive to construct.

Can the reactions at "A" and "B" change?

Yes, the reactions at "A" and "B" can change if the external loads or support conditions of the structure change. For example, if a new load is added to the structure, the reactions at "A" and "B" will change to maintain equilibrium. Similarly, if the support at "A" or "B" is altered, the reactions will also change accordingly.

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