What is the Load Distribution on a Wobbly 4-Legs Table?

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SUMMARY

The discussion focuses on calculating the load distribution on a wobbly four-legged table with dimensions 0.5m x 0.5m x 0.5m and a downward force of 150 Newtons applied at one corner. The challenge arises from having three equations with four unknowns, complicating the calculation of the force acting on each column. The user attempted to apply similar triangles to address the problem but was unable to eliminate unknowns. The conversation emphasizes the importance of considering variations in leg lengths and the worst-case scenarios for load distribution.

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  • Understanding of static equilibrium principles
  • Familiarity with load distribution concepts
  • Knowledge of basic mechanics and forces
  • Experience with solving systems of equations
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  • Research methods for calculating load distribution in multi-legged structures
  • Learn about static equilibrium in engineering mechanics
  • Explore the effects of uneven leg lengths on load distribution
  • Study the application of similar triangles in structural analysis
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This discussion is beneficial for materials engineering students, structural engineers, and anyone involved in furniture design or stability analysis, particularly those interested in load distribution mechanics.

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Homework Statement


Hi everyone. I need to do project on a 4-legs square table of dimensions 0.5m*0.5m*0.5m with weight X Newtons. At each corner, there is a column supporting the table. A downward force of 150 Newtons will act on the table at the place where one of the column is. Before handing in the project, I need to calculate the force acting on each column. However, I can only give 3 equations with 4 unknowns.


Homework Equations





The Attempt at a Solution


I tried using similar triangle that formed by the deflections of the four legs to solve the problem but I failed since no unknowns could eliminate from the equations.

Thanks in advance for any efforts to show me how to do this

P.S. I am a Hong Kong student studying materials engineering so my English isn't very good. If there is any grammatical mistake, please ignore it.
 
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With 4 legs, load distribution can vary, and will depend on details of the legs (as they will not have exactly the same length and so on). You could consider the worst case for each leg, for example.
 
Suppose the table were wobbly. What would the distribution of loads on the legs be just due to self-weight? When you have figured that out, you can add the effect of the 120 N.
 

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