1 Rotational Dynamics The Action of Forces and Torques on Rigid Objects Chapter 9 Lesson 2 (a) Translation (b) Combined translation and rotation.

Slides:



Advertisements
Similar presentations
Physics 111: Mechanics Lecture 12
Advertisements

Torque Physics 6A Prepared by Vince Zaccone
Chapter-9 Rotational Dynamics
Two-Dimensional Rotational Dynamics W09D2. Young and Freedman: 1
Chapter 9 Rotational Dynamics.
Ch 9. Rotational Dynamics In pure translational motion, all points on an object travel on parallel paths. The most general motion is a combination of translation.
1 UCT PHY1025F: Mechanics Physics 1025F Mechanics Dr. Steve Peterson EQUILIBRIUM.
Chapter 9 Torque.
Physics Montwood High School R. Casao
Static Equilibrium AP Physics Chapter 9. Static Equilibrium 8.4 Torque.
12. Static Equilibrium.
Equilibrium is not just translational, is is also rotational. While a set of forces may not change the velocity of an object, it may change its speed of.
A ladder with length L weighing 400 N rests against a vertical frictionless wall as shown below. The center of gravity of the ladder is at the center of.
Force vs. Torque Forces cause accelerations
Rotational Equilibrium and Rotational Dynamics
Chapter 9 – Rotational Dynamics
Rotational Equilibrium and Rotational Dynamics
Chapter 9 Rotational Dynamics.
Chapter 8 Rotational Equilibrium and Rotational Dynamics.
Torque and Rotational Equilibrium
Rotational Equilibrium
Rotational Equilibrium and Rotational Dynamics
Chapter 4 : statics 4-1 Torque Torque, , is the tendency of a force to rotate an object about some axis is an action that causes objects to rotate. Torque.
Physics 106: Mechanics Lecture 07
Static Equilibrium And Elasticity (Keseimbangan Statik dan Kekenyalan)
Physics 106: Mechanics Lecture 08
Static Equilibrium and Elasticity
D. Roberts PHYS 121 University of Maryland Physic² 121: Phundament°ls of Phy²ics I November 17, 2006.
Equilibrium of Particles Free-body Diagram Equilibrium of Rigid Bodies
D. Roberts PHYS 121 University of Maryland Physic² 121: Phundament°ls of Phy²ics I November 15, 2006.
Warm-Up: February 17, 2015 Write down a definition for equilibrium.
Rotational Equilibrium and Rotational Dynamics
Chapter-9 Rotational Dynamics. Translational and Rotational Motion.
Chapter 9 Torque.
Rotational Equilibrium and Rotational Dynamics
Chapter 9: Rotational Dynamics
Wednesday, Nov. 12, 2003PHYS , Fall 2003 Dr. Jaehoon Yu 1 PHYS 1443 – Section 003 Lecture #19 Wednesday, Nov. 12, 2003 Dr. Jaehoon Yu 1.Conditions.
Static Equilibrium (Serway ) Physics 1D03.
Chapter 8 Rotational Motion.
Chapter 8 Statics Statics. Equilibrium An object either at rest or moving with a constant velocity is said to be in equilibrium An object either at rest.
1© Manhattan Press (H.K.) Ltd. 1.5 Static equilibrium of a rigid body.
Torque Rotational Dynamics. There are 3 types of motion Translational Rotational Vibrational.
Chapter 8: Equilibrium and Mechanical Advantage
Home work Thesis 1. Hair tension and it’s applications 2. Frictions and their applications 3. Frictional reduction 4. The moon movements 5. Water moving.
Torque DO NOW: Serway Read Pages 306 – 308 Do Example page 309 Define and Utilize : Moment.
Static Equilibrium and Elasticity
Lecture 17: Torque & Rotational Equilibrium. Questions of Yesterday You are riding on a Ferris wheel moving at constant speed. 1a) At what point is the.
Physics CHAPTER 8 ROTATIONAL MOTION. The Radian  The radian is a unit of angular measure  The radian can be defined as the arc length s along a circle.
-More on Center of Gravity -More on Static Equilibrium
Chapter 9 Rotational Dynamics.
Chapter 11 Equilibrium. If an object is in equilibrium then its motion is not changing. Therefore, according to Newton's second law, the net force must.
Two-Dimensional Rotational Dynamics 8.01 W09D2 Young and Freedman: 1.10 (Vector Product), , 10.4, ;
Monday, Dec. 6, 2010PHYS , Fall 2010 Dr. Jaehoon Yu 1 PHYS 1441 – Section 002 Lecture #23 Monday, Dec. 6, 2010 Dr. Jaehoon Yu Similarities Between.
Chapter 12 Lecture 21: Static Equilibrium and Elasticity: I HW8 (problems):11.7, 11.25, 11.39, 11.58, 12.5, 12.24, 12.35, Due on Friday, April 1.
Chapter 8 Rotational Equilibrium and Rotational Dynamics
Ying Yi PhD Chapter 9 Rotational Dynamics 1 PHYS HCC.
Monday, Apr. 14, 2008 PHYS , Spring 2008 Dr. Jaehoon Yu 1 PHYS 1441 – Section 002 Lecture #21 Monday, Apr. 14, 2008 Dr. Jaehoon Yu Rolling Motion.
Wednesday, Nov. 13, 2002PHYS , Fall 2002 Dr. Jaehoon Yu 1 PHYS 1443 – Section 003 Lecture #17 Wednesday, Nov. 13, 2002 Dr. Jaehoon Yu 1.Conditions.
MEC 0011 Statics Lecture 4 Prof. Sanghee Kim Fall_ 2012.
Chapter 12. Rotation of a Rigid Body
Static Equilibrium and Torque
Static Equilibrium Chapter 9 Sec. 1 & 2.
Torque.
PHYS 1443 – Section 003 Lecture #17
PHYS 1441 – Section 001 Lecture # 14
Rigid Body in Equilibrium
Equilibrium Chapter 9.
Chapter 9 Torque.
Rotational Statics i.e. “Torque”
Rigid Body in Equilibrium
Presentation transcript:

1 Rotational Dynamics The Action of Forces and Torques on Rigid Objects Chapter 9 Lesson 2 (a) Translation (b) Combined translation and rotation

2 CONCEPTS AT A GLANCE If a rigid body is in equilibrium, neither its linear motion nor its rotational motion changes. This lack of change leads to certain equations that apply for rigid-body equilibrium. Rigid Objects in Equilibrium

3 EQUILIBRIUM OF A RIGID BODY: A rigid body is in equilibrium if it has zero translational acceleration and zero angular acceleration. In equilibrium, the sum of the externally applied forces is zero, and the sum of the externally applied torques is zero:

4 Example 3. A Diving Board

5 A woman whose weight is 530 N is poised at the right end of a diving board with a length of 3.90 m. The board has negligible weight and is bolted down at the left end, while being supported 1.40 m away by a fulcrum. Find the forces F 1 and F 2 that the bolt and the fulcrum, respectively, exert on the board W = 530 N.

6 Example 4. Fighting a Fire

7 An 8.00-m ladder of weight W L = 355 N leans against a smooth vertical wall. The term “smooth” means that the wall can exert only a normal force directed perpendicular to the wall and cannot exert a frictional force parallel to it. A firefighter, whose weight is W F = 875 N, stands 6.30 m from the bottom of the ladder. Assume that the ladder’s weight acts at the ladder’s center and neglect the hose’s weight. Find the forces that the wall and the ground exert on the ladder.

8 Force Lever Arm Torque W L = 355 N L = (4.00 m) cos 50.0° –W L L W F = 875 N F = (6.30 m) cos 50.0° –W F F P P = (8.00 m) sin 50.0° +P P

9 P = 727 N.

10 Check Your Understanding 2 Three forces act on each of the thin, square sheets shown in the drawing. In parts A and B of the drawing, the force labeled 2F acts at the center of the sheet. The forces can have different magnitudes (F or 2F) and can be applied at different points on an object. In which drawing is (a) the translational acceleration equal to zero, but the angular acceleration is not equal to zero, (b) the translational acceleration is not equal to zero, but the angular acceleration is equal to zero, and (c) the object in equilibrium? (a) C, (b) A, (c) B

11 DEFINITION OF CENTER OF GRAVITY: The center of gravity of a rigid body is the point at which its weight can be considered to act when the torque due to the weight is being calculated. Center of Gravity

12

Problem-Solving Strategy – Equilibrium Problems, 2 Establish a convenient coordinate system Find the components of the forces along the two axes Apply the first condition for equilibrium (  F=0) Be careful of signs

Problem-Solving Strategy – Equilibrium Problems, 3 Choose a convenient axis for calculating the net torque on the object Remember the choice of the axis is arbitrary Choose an origin that simplifies the calculations as much as possible A force that acts along a line passing through the origin produces a zero torque

Problem-Solving Strategy – Equilibrium Problems, 4 Apply the second condition for equilibrium (  = 0) The two conditions of equilibrium will give a system of equations Solve the equations simultaneously If the solution gives a negative for a force, it is in the opposite direction than what you drew in the free body diagram

Weighted Hand Example Model the forearm as a rigid bar The weight of the forearm is ignored There are no forces in the x-direction Apply the first condition for equilibrium (  F y = 0)

Weighted Hand Example, cont Apply the second condition for equilibrium using the joint O as the axis of rotation (  =0) Generate the equilibrium conditions from the free-body diagram Solve for the unknown forces (F and R)

Horizontal Beam Example The beam is uniform So the center of gravity is at the geometric center of the beam The person is standing on the beam What are the tension in the cable and the force exerted by the wall on the beam?

Horizontal Beam Example, 2 Draw a free-body diagram Use the pivot in the problem (at the wall) as the pivot This will generally be easiest Note there are three unknowns (T, R,  )

The forces can be resolved into components in the free-body diagram Apply the two conditions of equilibrium to obtain three equations Solve for the unknowns Horizontal Beam Example, 3

Ladder Example The ladder is uniform So the weight of the ladder acts through its geometric center (its center of gravity) There is static friction between the ladder and the ground

Ladder Example, 2 Draw a free-body diagram for the ladder The frictional force is ƒ = µn Let O be the axis of rotation Apply the equations for the two conditions of equilibrium Solve the equations

Add a person of mass M at a distance d from the base of the ladder The higher the person climbs, the larger the angle at the base needs to be Eventually, the ladder may slip Ladder Example, Extended

To Be Continued… 24