Statics Table Homework: Equilibrium & Free Body Diagrams Explained

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SUMMARY

The discussion focuses on solving a statics homework problem involving equilibrium and free body diagrams for a table with four legs. The user defined coordinates for points A, B, C, and E, with E as the origin, and calculated the downward force exerted by the table as 166.423 N at the center of gravity. The user successfully established vertical force equilibrium but struggled with determining the conditions under which the table would flip or fail. Key insights include the importance of analyzing the reaction forces and the relationship between the applied load and the centroid of the reaction forces.

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  • Understanding of Free Body Diagrams
  • Knowledge of Moments in Statics
  • Familiarity with Equilibrium Conditions
  • Basic Coordinate System for 3D Analysis
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  • Learn about calculating moments and their effects on stability
  • Research the concept of centroids and their role in reaction forces
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Students in engineering or physics courses, particularly those focusing on statics, mechanics, or structural analysis, will benefit from this discussion.

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Homework Statement



Screen Shot 2013-04-09 at 12.42.13 PM.png



Homework Equations



Free Body Diagrams, Moments, Equilibrium

The Attempt at a Solution



Started off by giving x,y,z coordinates to the 4 points (A,B,C,E). E is the centre of the table and I used that as my origin.

A=(-1.034, 0, -0.6) [Leg to the Left)
B=(1.034, 0, 0.6) [Furthest Leg]
C=(0,0,1.2) (Leg Closest)
E=(0,0,0)

From there, I knew that the table was exerting a force of 147.15 N (15 x 9.81) downwards over it's whole area. So to find the force it exerted at it's centre of gravity, I then multiplied this value by the surface. (Is this correct Methodology?)

So at Point E their was a downwards force of 166.423 N.

From there, I did a free body diagram and calculated Vertical Force Equilibrium of the System. So I got 166.423 = Av, Bv, and Cv.

I then went on to calculate moment equilibrium but got stuck as i pondered the next question:

what constitutes as the table flipping over or failing?. My first approach was to look for the point at which their is an imbalance in the system. But this would constitute any force acting upon the system. Not the 300N load at 0.447m from the origin as stipulated in the answer!

How do i approach this question? I seem to have something fundamentally wrong

Cheers
 
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Look at the reaction in Leg B as P moves further away from the center of the table. Is there a distance x from the center where P is applied at which the reaction at B vanishes?
 
Another helpful principle is that the position of the applied load must be equal and opposite to the centroid of the reaction forces.
 

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