Solving for the internal forces and reactions

In summary, the conversation covers the topic of finding reactions at supports and the force exerted by a spring. The given values and equations are mentioned, and a solution is attempted with a focus on finding the reactions at points A, B, C, and D. The conversation also discusses the importance of considering the free body diagrams of each individual member in order to find enough constraints to solve for the unknowns. The question of how to represent the forces coming from EB and BD is also raised.
  • #1
chunchunmaru

Homework Statement


I'm having a hard time finding the reactions at the supports and the force exerted by the spring.

Given:
20 lbs
25 lbs
35 lbs
k = 200 lb/ft
lo = 2.5 ft
members are 4 ft long

Homework Equations


ΣM
∑Fy = 0
∑Fx = 0

The Attempt at a Solution


I tried solving for the reactions first. I know that at pin A it would react with two forces upward and downward. At D, it would only react upward since it is a roller.

I first solved for the x-direction reaction at A and got 35 lbs to the left because it would resist the 35 lbs force to the right at D.

I'm kind off confused on what is the direction of the force exerted by the spring. I imagine the spring being stretched when the downward forces are in effect. I think they would just exert a left and right forces but I don't know how to get their values. Any idea how?

Then I tried solving for the moment at A using the unstretched length of the spring as the leverage. Or can it be solved without using the moment equation? After that I'm stuck.
 

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  • #2
Hint: The internal forces (such as the forces exerted by the spring) are irrelevant for the force and torque equations of the entire contraption.
 
  • #3
So when solving for the reactions we neglect the force exerted by the spring? Then when do we use it?

If so, when I tried solving for the reactions. I got the RAx = 35 lbs to the left. Then I tried summing the moment at point A using the length of the unstretched spring length for the leverage and I got RDy = 25 lbs upward. After that, I all the forces in the y-direction and got RAy = 20lbs.

I thought it was fine until I solved for the internal forces on the members. I tried solving the force at the member BD but using the joint method, it didn't make any sense because it's direction should be opposing the RDy upward and the 35 lbs force to the right. There is no such direction that would cancel the forces out.
 
  • #4
chunchunmaru said:
Then when do we use it?
The free body diagram of the entire object is not the only free body diagram you can draw. All parts of the object must be in equilibrium so you will need to consider more than one fbd.
 
  • #5
Is it the one when the spring is stretched?
 
  • #6
The spring is always stretched. Your object consists of two different rods. Both must be in equilibrium for the system to be.
 
  • #7
Hmm so I would need to dismember the two members? but that is after I solve for the reactions right?
 
  • #8
You can do it in any order you want. The important thing is to find enough constraints to solve for your unknowns. Note that you only need the fbd of one of the members. If the entire system and one member are in equilibrium, the second member must also be.
 
  • #9
I tried to dismember one of the members to get the force exerted by the spring, but I have a question about the pin at the midpoint of the members.

For example I will dismember member ABC, such that it has reactions forces at A, 25 lbs force downward at C, and a force exerted by the spring on C but I don't know what to do with the forces coming from EB and BD would they be represented as a one force or should they be separate forces?
 
  • #10
Does it matter? The only relevant issue for the fbd is where there are forces and what the total force at each point is.
 

What is the purpose of solving for internal forces and reactions?

The purpose of solving for internal forces and reactions is to understand the behavior and stability of a structure or system. By calculating the internal forces and reactions, scientists and engineers can determine if a structure is strong enough to withstand external loads and forces.

What are the most common methods used to solve for internal forces and reactions?

The most common methods used to solve for internal forces and reactions include the method of joints, method of sections, and the moment-distribution method. These methods involve breaking down a structure into smaller sections and using equations and principles of mechanics to solve for the internal forces and reactions.

What are the key assumptions made when solving for internal forces and reactions?

One key assumption is that the structure is in a state of static equilibrium, meaning that all forces and moments acting on the structure are balanced. Another assumption is that the structure is rigid and does not deform under the applied loads. Additionally, the materials used in the structure are assumed to behave in a linear elastic manner.

How do internal forces and reactions affect the design of a structure?

The internal forces and reactions calculated from solving for them can help determine the required dimensions and materials for a structure. Engineers use these values to ensure that a structure can withstand the expected loads and stresses without failing or deforming.

What are some practical applications of solving for internal forces and reactions?

Solving for internal forces and reactions is important in a variety of fields, including civil engineering, mechanical engineering, and structural biology. It is used in the design and analysis of buildings, bridges, and other structures, as well as in understanding the mechanics of biological systems such as bones and muscles.

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