Euilibrium of a deformable body

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The discussion focuses on solving equilibrium problems for a deformable body using static equilibrium equations. The participant has established two equations: the sum of forces acting on the y-axis equals zero and the sum of moments equals zero. However, they face challenges due to having four unknowns and only two equations, indicating a statically indeterminate system. To resolve this, the use of elastic equilibrium equations is necessary, as suggested by the participants.

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  • Understanding of static equilibrium equations
  • Knowledge of forces and moments in mechanics
  • Familiarity with statically indeterminate structures
  • Basic concepts of elastic equilibrium
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  • Study the principles of elastic equilibrium equations
  • Learn about statically indeterminate structures and their analysis
  • Explore the method of sections for solving equilibrium problems
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Mechanical engineers, civil engineers, and students studying mechanics who are dealing with equilibrium problems in deformable bodies.

x850xtpe
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Here are more unknows need to slove while I had only two equations which are sum of force on y-asix = 0 and sum of moment = 0. It is out of my learn. How can I solve these unknows?
 

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Not sure what you mean by "sum of moment = 0," but for equilibrium problems, I know you need to sum the forces in the x and y directions, sum the torques in the x and y directions, and set them equal to zero as you said, since everything is in equilibrium. Solve for your unknowns.
 
The moment which is cause the body to rotate, like torque.
Althought I had built the 2 equations, sum of moments = 0, sum of forces acting on y-asix = 0, I still cannot slove these unknows. I had not set the equation sum of forces acting on x axis, it is because no forces action on x-asix in this case. It is particular problem...
 
Could you post your work on it thus far? That might make it a bit easier to see what you have.

Also, are you accounting for the direction of each? (Such as a force acting downward being negative, while a force acting upwards being positive? Depending on your axes.)
 
ok......
 

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I did a quick Google search and found this site: http://www.public.iastate.edu/~fanous/ce332/force/cdmoment.html
Perhaps that will be of some help.

Also, what happened to your first equation? It looks like it simplifies to
100 - 3VB + MA + MB = 0

Are MA or MB at all related to VB and VA (or the forces and the distance away from them)? Maybe you can get an expression for VB in terms of MA or MB.
 
Your beam is statically indeterminate, which means that you cannot obtain the reactions by simply applying the static equilibrium equations (note that you have four unknowns and only two static equilirbrium equations, eg. one moment equation and one force equation in the vertical direction).

You must use elastic equilibrium equations as well to solve.
 

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