Analyzing Cantilever Beam Bending: Is My Solution Accurate?

In summary, the conversation discusses a problem involving the computation of deflection and rotation in a beam. The participant temaire asks for confirmation on whether their work is correct and points out a mistake. They also mention the importance of using the correct unit. The other participant asks about finding the resultant rotation and suggests stating the components instead.
  • #1
temaire
279
0

Homework Statement



e42b7057-6171-49ad-84ae-f150edad9d4d.png


The Attempt at a Solution



5a85930c-7388-452c-bec6-6f658d3a488c.jpe


Is my work correct?
 
Physics news on Phys.org
  • #2
temaire: I do not know if part (a) is correct, because I do not remember the formula. I will let someone else check part (a).

Your answer for part (b) currently looks correct. In part (c), you currently computed only the y-direction deflection and rotation, which are correct. But I think you now might also need to compute the z-direction deflection and rotation.

You accidentally typed 877, instead of 866, although you did not use it.

By the way, kN/m^2 is called kPa. Always use the correct, special name for a unit. E.g., 7214 kPa, not 7214 kN/m^2. However, it is better if you use 7.214 MPa, instead of 7214 kPa.
 
  • #3
I've calculated the deflection and rotation of the beam in the z-direction.

I know that the total deflection of the beam is the resultant of the deflections in the y and z directions, as shown

[tex]\delta = \sqrt{u^2 + v^2}[/tex]

where [itex]u[/itex] is the deflection in the z-direction and [itex]v[/itex] is the deflection in the y-direction.

However, how do I find the resultant rotation? Do I simply use the above formula and just switch [itex]u[/itex] and [itex]v[/itex] with the [itex]\theta_y[/itex] and [itex]\theta_z[/itex]?
 
  • #4
temaire: Your resultant deflection looks great. Regarding the resultant rotation, we would need to think that over for awhile. I am not sure yet. However, would you settle for just stating the y and z components of rotation? You might not need to compute a resultant rotation. Just state the two components, theta_y and theta_z (?).
 
  • #5
Yes, I am leaving my answer for rotation in terms of y and z.

Thanks for the replies.
 

FAQ: Analyzing Cantilever Beam Bending: Is My Solution Accurate?

What is a cantilever beam?

A cantilever beam is a type of structural element that is anchored at one end and is free to deflect at the other end. It is commonly used in engineering and construction to support loads and resist bending.

What is bending of a cantilever beam?

Bending of a cantilever beam refers to the deformation or curvature that occurs when a load is applied to the beam. This is due to the stress and strain placed on the beam, causing it to bend or flex.

What factors affect the bending of a cantilever beam?

The bending of a cantilever beam is influenced by several factors, including the material properties of the beam, the magnitude and distribution of the applied load, and the length and cross-sectional shape of the beam.

What are the different types of bending that can occur in a cantilever beam?

There are two main types of bending that can occur in a cantilever beam: pure bending and shear bending. Pure bending involves only a change in curvature, while shear bending involves a combination of bending and shear stresses.

How is the bending of a cantilever beam calculated?

The bending of a cantilever beam can be calculated using the principles of mechanics and the equations of statics. This involves determining the internal forces and moments within the beam and using these values to calculate the resulting displacement and stress.

Similar threads

Replies
2
Views
2K
Replies
5
Views
1K
Replies
17
Views
2K
Replies
1
Views
1K
Replies
14
Views
9K
Back
Top