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Copyright © 2008 Pearson Education Inc., publishing as Pearson Addison-Wesley
PowerPoint® Lectures for University Physics, Twelfth Edition – Hugh D. Young and Roger A. Freedman
Lectures by James Pazun
Chapter 11
Equilibrium and
Elasticity
Modified by P. Lam 5_31_2012
Copyright © 2008 Pearson Education Inc., publishing as Pearson Addison-Wesley
Goals for Chapter 11
• To study the conditions for equilibrium
• To learn the concept of center of gravity
• To learn the meaning of various elastic moduli
Copyright © 2008 Pearson Education Inc., publishing as Pearson Addison-Wesley
Introduction
• An object in static equilibrium if (1) it has zero linear acceleration and (2) it has zero angular acceleration.
• (1) => net force =0
• (2) => net torque =0
Copyright © 2008 Pearson Education Inc., publishing as Pearson Addison-Wesley
Conditions for equilibrium
• a=0 => The sum of all forces present in the x, y, and z directions are each equal to zero.
• α =0 =>The sum of all torques for any given point are equal to zero.
Copyright © 2008 Pearson Education Inc., publishing as Pearson Addison-Wesley
Example of static equilibrium A rock and an uniform meter stick have the same mass. Prove that placing the mass-stick system over the a support at 0.25m from the left end, the meter stick is in static equilibrium.
Free-body
Diagram for
the meter stick mg mg
n=2mg
Note: We have assumed the “center of gravity” of the meter stick is located at the geometric center of the meter stick. Center of gravity is the point where one can consider as if all the mass is concentrated.
!
" net
! F = 0
net! # = 0
Copyright © 2008 Pearson Education Inc., publishing as Pearson Addison-Wesley
The center of gravity (cg) If g is uniform, then the
location of the center of gravity (cg) = the location of center of mass (cm).
If you want to calculate the torque about a point O due to the weight of an object, you can treat as if all the mass is located at the cg.
!
! " =! r cg # (m
! g )
$ If we choose O to be at the cg,
then the torque due to the weight
of the object is zero.
Copyright © 2008 Pearson Education Inc., publishing as Pearson Addison-Wesley
Experimental method of finding the center of gravity
Copyright © 2008 Pearson Education Inc., publishing as Pearson Addison-Wesley
Center of gravity and equilibrium
Copyright © 2008 Pearson Education Inc., publishing as Pearson Addison-Wesley
A “teeter-totter”
Given: Mass of an uniform plank (M) = 90kg. Find maximum mass of boy (m) such that the boy-plank system is in equilibrium.
=2.25m
Answer:Want the cg of boy-plank system to be located at S. => Net torque due to the weight of plank and boy about S is zero.
Copyright © 2008 Pearson Education Inc., publishing as Pearson Addison-Wesley
Solving rigid-body equilibrium problems
Given: w=100 lb, w of rod=50 lb, L=1m, θ =30o
Find: (a) Tension (T) (b) the force vector exerted on
the rod by the hinge at point P.
Procedures 1) Pick the rod to be the object in
equilibrium. 2) Draw free-body diagram for
the rod. 3) Set up net F=0 equations. 4) Set up net torque=0 equation
(pick a convenient origin)
Copyright © 2008 Pearson Education Inc., publishing as Pearson Addison-Wesley
Solving more rigid-body equilibrium problems
Given: wt. of man=800N, wt. of ladder=180N, length of ladder = 5 m
Man is 1/3 way up the ladder, wall is frictionless.
Find: n1, n2, fs.
Copyright © 2008 Pearson Education Inc., publishing as Pearson Addison-Wesley
Equilibrium while lifting weights
Given: w=200N, D=0.05m, L=0.30m, and θ=80o
Find |T| and |E|
Answer on P. 362.
Copyright © 2008 Pearson Education Inc., publishing as Pearson Addison-Wesley
Elastic moduli (stretching in one, two, and three dimensions)
Copyright © 2008 Pearson Education Inc., publishing as Pearson Addison-Wesley
Sheer stress and strain • Take your textbook and push on the top cover while the rest
remains on a tabletop. Notice the angular distortion.
• Figure 11.17 will help as you follow Example 11.7.
Copyright © 2008 Pearson Education Inc., publishing as Pearson Addison-Wesley
Drop an object into a deep-sea trench
• Objects will change volume depending on pressure (greater or lesser).
• Refer to Example 11.6.
• Figure 11.16 will help you follow the example.
Copyright © 2008 Pearson Education Inc., publishing as Pearson Addison-Wesley
Some values of elastic moduli