Lecture PowerPoints Chapter 9 Physics: Principles …faculty.uml.edu/arthur_mittler/Teaching/95_103/Ch09_Giancoli7e... · Contents of Chapter 9 • The Conditions for Equilibrium

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Lecture PowerPoints

Chapter 9 Physics: Principles with Applications, 7th edition

Giancoli

Chapter 9 Static Equilibrium;

Elasticity and Fracture


Contents of Chapter 9

• The Conditions for Equilibrium

• Solving Statics Problems

• Applications to Muscles and Joints

• Stability and Balance

• Elasticity; Stress and Strain

• Fracture

• Spanning a Space: Arches and Domes


9-1 The Conditions for Equilibrium

An object with forces acting on it, but that is not moving, is said to be in equilibrium.



The first condition for equilibrium is that the forces along each coordinate axis add to zero.



The second condition of equilibrium is that there be no torque around any axis; the choice of axis is arbitrary.


9-2 Solving Statics Problems

1. Choose one object at a time, and make a free-body diagram showing all the forces on it and where they act.

2. Choose a coordinate system and resolve forces into components.

3. Write equilibrium equations for the forces.

4. Choose any axis perpendicular to the plane of the forces and write the torque equilibrium equation. A clever choice here can simplify the problem enormously.

5. Solve.



The previous technique may not fully solve all statics problems, but it is a good starting point.



If a force in your solution comes out negative (as FA will here), it just means that it’s in the opposite direction from the one you chose. This is trivial to fix, so don’t worry about getting all the signs of the forces right before you start solving.



If there is a cable or cord in the problem, it can support forces only along its length. Forces perpendicular to that would cause it to bend.


9-3 Applications to Muscles and Joints

These same principles can be used to understand forces within the body.


9-3 Applications to Muscles and Joints

The angle at which this man’s back is bent places an enormous force on the disks at the base of his spine, as the lever arm for FM is so small.


9-4 Stability and Balance

If the forces on an object are such that they tend to return it to its equilibrium position, it is said to be in stable equilibrium.



If, however, the forces tend to move it away from its equilibrium point, it is said to be in unstable equilibrium.



An object in stable equilibrium may become unstable if it is tipped so that its center of gravity is outside the pivot point. Of course, it will be stable again once it lands!



People carrying heavy loads automatically adjust their posture so their center of mass is over their feet. This can lead to injury if the contortion is too great.


9-5 Elasticity; Stress and Strain

Hooke’s law: the change in length is proportional to the applied force.


(9-3)


This proportionality holds until the force reaches the proportional limit. Beyond that, the object will still return to its original shape up to the elastic limit. Beyond the elastic limit, the material is permanently deformed, and it breaks at the breaking point.



The change in length of a stretched object depends not only on the applied force, but also on its length and cross-sectional area, and the material from which it is made.

The material factor is called Young’s modulus, and it has been measured for many materials.

The Young’s modulus is then the stress divided by the strain.



In tensile stress, forces tend to stretch the object.



Compressional stress is exactly the opposite of tensional stress. These columns are under compression.



Shear stress tends to deform an object:


9-6 Fracture

If the stress is too great, the object will fracture. The ultimate strengths of materials under tensile stress, compressional stress, and shear stress have been measured.

When designing a structure, it is a good idea to keep anticipated stresses less than 1/3 to 1/10 of the ultimate strength.


9-6 Fracture

A horizontal beam will be under both tensile and compressive stress due to its own weight.


9-6 Fracture

Here is the original design of a walkway. The central supports were to be 14 meters long.

During installation, it was decided that the long supports were too difficult to install; the walkways were installed this way instead.


9-6 Fracture

The net force on the pin in the original design is mg, upwards.

When modified, the net force on both pins together is still mg, but the top pin has a force of 2mg on it— enough to cause it to fail, which it did.


The change does not appear major until you look at the forces on the bolts:

9-7 Spanning a Space: Arches and Domes

The Romans developed the semicircular arch about 2000 years ago. This allowed wider spans to be built than could be done with stone or brick slabs.



The stones or bricks in a round arch are mainly under compression, which tends to strengthen the structure.



Unfortunately, the horizontal forces required for a semicircular arch can become quite large—this is why many Gothic cathedrals have “flying buttresses” to keep them from collapsing.



Pointed arches can be built that require considerably less horizontal force.



A dome is similar to an arch, but spans a two-dimensional space.


Summary of Chapter 9

• An object at rest is in equilibrium; the study of such objects is called statics.

• In order for an object to be in equilibrium, there must be no net force on it along any coordinate, and there must be no net torque around any axis.

• An object in static equilibrium can be either in stable, unstable, or neutral equilibrium.


Summary of Chapter 9

• Materials can be under compression, tension, or shear stress.

• If the force is too great, the material will exceed its elastic limit; if the force continues to increase the material will fracture.


Documents

Lecture PowerPoints Chapter 9 Physics: Principles …faculty.uml.edu/arthur_mittler/Teaching/95_103/Ch09_Giancoli7e... · Contents of Chapter 9 • The Conditions for Equilibrium