[tips for doing static equilibrium questions]

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Homework Help Overview

The discussion revolves around static equilibrium questions, which require understanding the conditions where the sum of all forces and torques acting on a system is zero. Participants express challenges in tackling various types of static equilibrium problems, particularly those involving complex scenarios like ladders.

Discussion Character

  • Exploratory, Assumption checking, Problem interpretation

Approaches and Questions Raised

  • Participants discuss the importance of drawing free body diagrams and breaking down forces into their components. Some express uncertainty about analyzing specific situations, such as ladders, and question how to approach these unique cases.

Discussion Status

There is an ongoing exchange of strategies and insights, with some participants suggesting practical tips like drawing diagrams and emphasizing practice. However, multiple interpretations of how to handle specific problems are being explored, and no consensus has been reached yet.

Contextual Notes

Participants note that static equilibrium questions can vary widely in context, which may contribute to the difficulty in understanding and solving them. There is also mention of specific constraints related to the forces acting on objects in different scenarios.

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i have found that static equilibrium questions (which require the sum of all forces and torques to be zero) are the most challenging to me.

i don't know why, maybe there are a lot of different type of static equilibrium questions (they always ask the same questions but with different situations...).

hence, i would really appreciate it if you guys will tell me some of ur "strategies" when it comes to doing these questions, or some cautious things people need to pay close attention to when doing them, or just some mental notes you made to yourself when you were trying to learn how to do them.

thanks in advance
 
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Well it has more then likely been told to you before but I will say it again, draw a freed body diagram. Draw arrows where the forces are. Then break these force arrows up into their x and y directions. Practice is also important as in anything else. Some things will not be obvious on first glance, but will seem so on your third or fourth time on the same type of problem.
 
thanks.

ok, but then sometimes, there are those weird situations (like ladders) which are hard to analyse.
 
[tex] \begin{picture}(100,100)(0,0)<br /> <br /> \put(0,0){\line(1,0){100}}<br /> \put(0,0){\line(0,1){100}}<br /> \put(0,75){\line(1,-1){75}}<br /> \put(40,5){{\bf b}}<br /> \end{picture}[/tex]

b is the angle between the ladder and the ground. If a weight is place on the ladder like so:
[tex] \begin{picture}(100,100)(0,0)<br /> <br /> \put(0,0){\line(1,0){100}}<br /> \put(0,0){\line(0,1){100}}<br /> \put(0,75){\line(1,-1){75}}<br /> \put(37.5,37.5){\circle{5}}<br /> <br /> \put(37.5,37.5){\line(0,-1){20}}<br /> \put(37.5,17.5){\line(1,1){10}}<br /> \put(37.5,17.5){\line(-1,1){10}}<br /> \put(07.5,17.5){{\bf Fa}}<br /> <br /> \put(40,5){{\bf b}}<br /> \end{picture}[/tex]

The wall can not provide any upward force so the upward force must be provided by the part of the ladder touching the ground so:?

[tex] \begin{picture}(100,100)(0,0)<br /> <br /> \put(0,0){\line(1,0){100}}<br /> \put(0,0){\line(0,1){100}}<br /> \put(0,75){\line(1,-1){75}}<br /> \put(37.5,37.5){\circle{5}}<br /> <br /> \put(37.5,37.5){\line(0,-1){20}}<br /> \put(37.5,17.5){\line(1,1){10}}<br /> \put(37.5,17.5){\line(-1,1){10}}<br /> \put(07.5,17.5){{\bf Fa}}<br /> <br /> \put(75.5,0){\line(0,11){20}}<br /> \put(75,20){\line(-1,-1){10}}<br /> \put(75,20){\line(1,-1){10}}<br /> \put(95,20){{\bf Fb}}<br /> <br /> \put(40,5){{\bf b}}<br /> \end{picture}[/tex]

Fa therefore must equal Fb


Now to find the force on the wall.

[tex] \begin{picture}(100,100)(50,0)<br /> <br /> \put(50,0){\line(1,0){100}}<br /> \put(50,0){\line(0,1){100}}<br /> \put(50,75){\line(1,-1){75}}<br /> \put(87.5,37.5){\circle{5}}<br /> <br /> \put(87.5,37.5){\line(0,-1){20}}<br /> \put(87.5,17.5){\line(1,1){10}}<br /> \put(87.5,17.5){\line(-1,1){10}}<br /> \put(57.5,17.5){{\bf Fa}}<br /> <br /> \put(125.5,0){\line(0,1){20}}<br /> \put(125,20){\line(-1,-1){10}}<br /> \put(125,20){\line(1,-1){10}}<br /> \put(145,20){{\bf Fb}}<br /> <br /> \put(50,75){\line(-1,0){20}}<br /> \put(30,75){\line(1,1){10}}<br /> \put(30,75){\line(1,-1){10}}<br /> \put(30,55){{\bf Fc}}<br /> <br /> <br /> \put(90,5){{\bf b}}<br /> \end{picture}[/tex]

The angle between the ladder and the force Fb is 90-b.
Now we can use the triangle made by Fb and Fc
Fb Tan(90-b) = Fa
 
ok. thanks a lot.
 

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