How to determine direction of a moment

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SUMMARY

The discussion centers on determining the direction of moments in a static equilibrium problem, specifically regarding the moment at point C due to load P. Participants emphasize the importance of consistently defining the direction of moments in free body diagrams (FBD). A common point of confusion arises when the definitions of clockwise and counter-clockwise moments are not aligned with the equations used. The conclusion is that clarity in defining moment directions is crucial for accurate calculations and interpretations in structural analysis.

PREREQUISITES
  • Understanding of static equilibrium equations for forces and moments
  • Familiarity with free body diagrams (FBD)
  • Knowledge of moment calculation techniques in mechanics
  • Ability to interpret and manipulate algebraic equations
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  • Study the principles of static equilibrium in mechanics
  • Learn how to construct and analyze free body diagrams (FBD)
  • Explore moment calculation methods and their applications in structural engineering
  • Review examples of consistent moment direction definitions in engineering problems
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Students in engineering mechanics, structural engineers, and anyone involved in analyzing forces and moments in static systems.

dlacombe13
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Homework Statement


I am following the first problem on this online pdf:
http://www.ce.udel.edu/courses/CIEG212/Homework_1_2007.pdf

Homework Equations


Equilibrium equations for forces and moments.

The Attempt at a Solution


I know how to solve the problem, that part is straight forward. However I can't see how the moment at C due to the load P is going in the clockwise direction as implied by the moment equation. In my mind, it should compliment the counter-clockwise direction due to the horizontal force of the member BD. Is my assumption wrong? If so, why?
 
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The direction of the force in the member BD should be reversed and the direction force at the point B is in clockwise
 
malemdk said:
The direction of the force in the member BD should be reversed and the direction force at the point B is in clockwise

That's true but...

The real source of the problem is that you didn't explicitly define clockwise or anti clockwise moments to be positive.

In your FBD you have defined the direction of FBD so that positive is up and to the right. There is nothing wrong with that. After all you don't always know the direction of unknown forces. However it means your FBD and your sum of moments equation are inconsistent with each other.

Lets treat your FDB as correct and fix your sum of moments equation so that it is consistent...

First I will arbitrarily define anticlockwise as positive. Then the sum should be..
+(0.450)(240FBD/510) + (+0.135P) = 0

If I were to define clockwise as positive. Then the sum should be..
-(0.450)(240FBD/510) + (-0.135P) = 0

In both cases if you were to solve for FBD you would find it's negative.

Some will say it should be obvious that BD is in compression (so FBD acts downwards and to the left) but the point is if you do things right it doesn't matter if you define FBD so that positive is up and to the right or down and to the left. If you are explicit with your definitions and consistent then it all drops out in the wash.
 
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Okay so I will first say this is not my work, I am just studying the problem. They do explicitly define that anticlockwise is positive (it is to the left of the moment equation). I as well defined anticlockwise as positive. Then by judgement, I got the equation that CWatters got:

+(0.450)(240FBD/510) + (+0.135P) = 0

Which is why I am here. Since they do define anticlockwise on this solution, and have:

+(0.450)(240FBD/510) + (-0.135P) = 0

As well as BD being up and to the right, are they incorrect?
 
Although the sign of the force doesn't matter much while deciding the cross section of a member it does play big role.
 
OK sorry I didn't spot that symbol. Yes they are inconsistent.
 

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