Beam deflection by superposition

In summary, the conversation is about solving for the reaction Rb in a beam deflection problem. The equations for the distributed load and support deflection are provided, and the goal is to find the total deflection at Rb. The attempt at a solution involves plugging in values and using the standard beam deflection equations. A possible error in the calculation for db2 is mentioned, and it is suggested to use the beam tables instead. Eventually, the correct answer is obtained.
  • #1
Jim Newt
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Homework Statement



In this problem, I'm trying to solve for the Reaction, Rb


Homework Equations



I believe for the distributed load, the deflection equation would be:

v = (-qx/24EI) * (L^3 - 6Lx^2 + x^3)

For the support, Rb, the deflection equation could be:

v = (-Pbx/6LEI) * (L^2 - b^2 - x^2)

where L = 3L

total deflection at Rb = db1 - db2 = 0

I could solve for Rb with the proper equations.

The Attempt at a Solution



For db1:

When I plug in x=L and L=3L, I end up with db1 = (11qL^4) / 12EI.
This answer matches the solution manual.

I can't figure out db2...I think I might be using the wrong deflection equation, but I'm not sure. The correct answer for db2 is db2 = (4RbL^3) / 9EI

How do I go about solving for db2?
 

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  • #2
Ok, maybe my whole method is bunk. Given the standard beam deflection equations, how would you solve for Rb?
 
  • #3
Jim Newt said:
Ok, maybe my whole method is bunk. Given the standard beam deflection equations, how would you solve for Rb?
You set up the equations perfectly! You may have made a math error in your db2 equation, perhaps forgetting to convert l to 3L. Note that in using the beam tables, you could have used db2 = (Rba2b2)/3EIl, the deflection at the point of the applied reaction load. The result is the same.
 
  • #4
Hey thanks buddy! I went through it again and ended up with the correct answer. Its always the tidbit math that gets me...
 
  • #5




Hello, it seems like you are on the right track in using the superposition method to solve for the reaction Rb. To solve for db2, you will need to consider the deflection equation for the support, which you have correctly identified as v = (-Pbx/6LEI) * (L^2 - b^2 - x^2). However, you will need to substitute in the values of L=3L and x=L to get the deflection at Rb. This will give you:

db2 = (-PbL^2/6LEI) * (L^2 - b^2 - L^2)

Simplifying this equation further, you will get:

db2 = (-PbL^4/6LEI)

Now, to solve for Rb, you can use the total deflection equation db1 - db2 = 0 as you have mentioned. Substituting in the values of db1 and db2, you will get:

(11qL^4) / 12EI - (-PbL^4/6LEI) = 0

Solving for Rb, you should get:

Rb = (11qL^4) / (12L^3) = (11qL) / 12

I hope this helps in solving your problem. Keep up the good work!
 

FAQ: Beam deflection by superposition

What is beam deflection by superposition?

Beam deflection by superposition is a method used to calculate the deflection of a beam under a complex loading condition by breaking it down into simpler parts and combining their individual deflections.

How does beam deflection by superposition work?

This method works by using the principle of superposition, which states that the total deflection of a beam is equal to the sum of the deflections caused by each individual load acting alone on the beam. By calculating the deflection caused by each load separately and then adding them together, the total deflection of the beam can be determined.

What are the assumptions made in beam deflection by superposition?

The main assumptions made in this method are that the beam is linearly elastic, the material properties of the beam are constant, and the beam is initially straight and vertical before the loading is applied.

What types of loads can be considered in beam deflection by superposition?

This method can be used to calculate the deflection of a beam under various types of loads, such as point loads, distributed loads, and moments. It can also be applied to combined loads, where multiple types of loads act on the beam simultaneously.

What are the advantages of using beam deflection by superposition?

Using superposition makes it easier to solve complex beam deflection problems, as it breaks down the calculation into simpler parts. It also allows for the consideration of different types of loads and their effects on the beam's deflection. Additionally, this method can be applied to a wide range of beam configurations and loading conditions.

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