Understanding Fixed End Moments in Beams: AE vs EA

In summary, the conversation discusses the concept of fixed end moments, specifically in relation to clockwise and anticlockwise moments. The author raises questions about the sign convention and how it affects the calculation of moment reactions. They also discuss the importance of consistency in using either clockwise or anticlockwise as positive throughout the problem. The conversation ends with a reminder to use clockwise as positive when determining unknown reactions, and to assume the unknown moment reactions as clockwise.
  • #1
fonseh
529
2

Homework Statement


I don't understand the fixed end moment AE and also fixed end moment EA ? shouldn't they be the same ?

Homework Equations

The Attempt at a Solution


For the fixed moment AE / fixed moment EA , shouldn't it = -10(2) +5(2) = -10 , for fixed end moment , we always assume clockwise as positive and anticlockwise as negative , right ?
 

Attachments

  • 632.png
    632.png
    25.4 KB · Views: 851
  • 633.png
    633.png
    32.9 KB · Views: 710
Physics news on Phys.org
  • #2
If you use the right-hand rule, then clockwise will be negative (Thumb pointing away from you), while counter-clockwise will be positive (thumb toward you).
 
  • Like
Likes fonseh
  • #3
scottdave said:
If you use the right-hand rule, then clockwise will be negative (Thumb pointing away from you), while counter-clockwise will be positive (thumb toward you).
So , in this example , the auhthor chose that the anticlockwise moment as positive ?
So , the author's working of Fixed moment AE 10(2) -5(2) = 10 kNm , the 10kNm is anticlockwise moment ?then , why shouldn't the fixed moment EA = -10kNm ?
 
  • #4
scottdave said:
If you use the right-hand rule, then clockwise will be negative (Thumb pointing away from you), while counter-clockwise will be positive (thumb toward you).
In this thread
https://www.physicsforums.com/threads/moments-sign-convention-in-beam.910959/page-2 , ( post#29)
@PhanthomJay stated that we can choose either clockwise or anticlockwise as positive ?

But , when we draw the bending moment diagram , we must always keep clockwise as positive ...So , that's why the -10kNm ( antoiclockwise moment ) has negative value in the bending moment diagram ?
 
  • #5
So as long as your convention (right hand/ left hand) is consistent throughout, then you should be OK. The 5 kN pointing up from the left side of the pivot does create clockwise. The 10 kN/m pointing down on the left side creates anticlockwise. This creates a larger value moment so the anticlockwise wins.
 
  • #6
Bump
 
  • #7
There are lots of ways to go wrong with the minus sign. I urge you to use clockwise moments as plus when determining unknown reactions. And to assume the unknown moment reactions as clockwise .When you solve for it , and if it comes out minus, then it is actually anticlockwise.
In your example, I would write the equation as 5(2) - (10)(2)(1) + MAE = 0. Solve MAE = +10, clockwise.
 
  • Like
Likes scottdave

What is a fixed end moment in a beam?

A fixed end moment in a beam is a type of external force or load that is applied at the ends of a beam and causes it to bend or deform. It is also known as a fixed support or fixed boundary condition.

How is a fixed end moment calculated?

A fixed end moment is calculated by taking into account the magnitude and direction of the external force, as well as the geometry and properties of the beam, such as its length, cross-sectional area, and material strength. It can also be determined experimentally through load testing.

What is the significance of fixed end moments in structural design?

Fixed end moments play a crucial role in structural design as they help engineers and architects determine the strength and stability of a beam and ensure that it can support the desired load without failing or deforming excessively. They also influence the overall design and layout of a structure.

Can fixed end moments be negative?

Yes, fixed end moments can be negative. This occurs when the direction of the external force is opposite to the direction of the beam's deflection. Negative fixed end moments can cause tension and compression forces within the beam, which must be accounted for in the structural design.

How do fixed end moments affect the bending moment and shear force in a beam?

Fixed end moments can significantly influence the bending moment and shear force in a beam. The magnitude and direction of the fixed end moment can affect the distribution of these forces along the length of the beam, resulting in different stress and strain patterns. This must be taken into consideration when designing a beam to ensure its structural integrity.

Similar threads

  • Engineering and Comp Sci Homework Help
Replies
6
Views
3K
  • Engineering and Comp Sci Homework Help
Replies
4
Views
107
  • Engineering and Comp Sci Homework Help
Replies
3
Views
2K
  • Engineering and Comp Sci Homework Help
Replies
3
Views
4K
  • Engineering and Comp Sci Homework Help
Replies
4
Views
1K
  • Engineering and Comp Sci Homework Help
Replies
6
Views
3K
  • Engineering and Comp Sci Homework Help
Replies
3
Views
9K
  • Engineering and Comp Sci Homework Help
Replies
1
Views
1K
  • Engineering and Comp Sci Homework Help
Replies
1
Views
970
  • Engineering and Comp Sci Homework Help
Replies
31
Views
7K
Back
Top