Static Equilibrium (Serway 12.1-12.3) Physics 1D03.

Slides:



Advertisements
Similar presentations
Mechanics of Rigid Body. C
Advertisements

Physics 111: Mechanics Lecture 12
Statics Worksheet Solutions
Chapter-9 Rotational Dynamics
Q12. Static Equilibrium.
Torque and Equilibrium
 PROGRAM OF “PHYSICS” Lecturer: Dr. DO Xuan Hoi Room 413
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.
Digression Toolbox contains: Englishmathematics kinematicsforce problems* conservation of energy**conservation of momentum *includes torque, uniform circular.
PHYS16 – Lecture 26 Ch. 12 Static Equilibrium. Static Equil. Pre-question If ball 2 has twice the mass of ball 1 and the system is in static equilibrium.
Shawn Kenny, Ph.D., P.Eng. Assistant Professor Faculty of Engineering and Applied Science Memorial University of Newfoundland ENGI.
Force vs. Torque Forces cause accelerations
Chapter 8 Rotational Equilibrium and Rotational Dynamics.
Torque and Rotational Equilibrium
Equilibrium Equilibrium refers to a condition in which an object is at rest originally at rest (static equilibrium) or has a constant velocity if originaly.
Reading Quiz 1. Viscous friction is
Physics 106: Mechanics Lecture 07
Static Equilibrium And Elasticity (Keseimbangan Statik dan Kekenyalan)
Physics 106: Mechanics Lecture 08
Equilibrium of Particles Free-body Diagram Equilibrium of Rigid Bodies
Statics. Static Equilibrium  There are three conditions for static equilibrium. 1.The object is at rest 2.There is no net force 3.There is no net torque.
Physics 218, Lecture XX1 Physics 218 Lecture 20 Dr. David Toback.
D. Roberts PHYS 121 University of Maryland Physic² 121: Phundament°ls of Phy²ics I November 15, 2006.
T082 Q1. A uniform horizontal beam of length 6
Classical Mechanics Review 4: Units 1-19
Physics. Session Opener A recent space shuttle accident occurred because of failure of heat protecting devices. How was this heat generated ?
Chapter-9 Rotational Dynamics. Translational and Rotational Motion.
Static Conditions of Equilibrium: Static Equilibrium:
Chapter 9 Torque.
Chap
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.
Torque and Equilibrium Practice
Waterballoon-face collision
Forces and Newton’s Laws of Motion. 4.1 The Concepts of Force and Mass A force is a push or a pull. Arrows are used to represent forces. The length of.
1© Manhattan Press (H.K.) Ltd. 1.5 Static equilibrium of a rigid body.
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.
Rotational Motion and Equilibrium
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.
-More on Center of Gravity -More on Static Equilibrium
Rotational Motion 1. Translational Motion vs. Rotational Motion Translational motion ___________ ______________________________ Example: motion of a bullet.
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.
Quiz #5 Determine the internal normal force, shear force and moment at points D and E of the frame.
Physics 207: Lecture 17, Pg 1 Lecture 17 (Catch up) Goals: Chapter 12 Chapter 12  Introduce and analyze torque  Understand the equilibrium dynamics of.
Statics. Identifying Static Situations Objects that do not move linearly (translational motion) or rotate (rotational motion) are static.
Static Equilibrium AP Physics Chapter 9. Static Equilibrium 8.4 Torque.
Procedure for drawing a free-body diagram - 2-D force systems Imagine the body to be isolated or cut “free” from its constraints and connections, draw.
Problem Two uniform rods each of weight W and length L are maintained in the position shown by a couple M 0 applied to rod CD. Knowing that the coefficient.
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.
Copyright Sautter The next slide is a quick promo for my books after which the presentation will begin Thanks for your patience! Walt S.
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.
1 Rotational Dynamics The Action of Forces and Torques on Rigid Objects Chapter 9 Lesson 2 (a) Translation (b) Combined translation and rotation.
Torque & Equilibrium AP Physics.
EQUILIBRIUM OF RIGID BODIES
PHYS 298 Spring 2017 Week 10: Conservation of angular momentum
Chapter 12. Rotation of a Rigid Body
Static Equilibrium and Torque
Torque.
PHYS 1443 – Section 003 Lecture #17
Rigid Body in Equilibrium
Chapter 9 Torque.
Statics.
Rigid Body in Equilibrium
Presentation transcript:

Static Equilibrium (Serway 12.1-12.3) Physics 1D03

Equilibrium of a Rigid Body For a particle, “Equilibrium” means Fnet = 0, and then v = constant. For extended 2-D or 3-D objects, this is not enough! F1 Here , so aCM = 0. But the object is not in equilibrium: It will spin (angular acceleration). -F1 A “force couple” Physics 1D03

Equilibrium of a Rigid Body Net external forces and net external torque must be zero for a body in equilibrium. 1) a = 0 (no translational acceleration), so (no net force) 2) a = 0 (no angular acceleration), so (no net torque) Physics 1D03

Example: B A f = 30° C Uniform beam AC: weight w1 = 100 N length L = 3.00 m Hinge at A, cable from B to C w2 = 200 N A f = 30° C 5/6 L 1/6 L Find: tension in BC, force at A. w2 Steps: 1) Free-body diagram for the beam. The forces will be the weights w1 and w2, and the forces from the supports at A and C. 2) Net force = 0 (2 equations), net torque =0 (1 equation). 3) Solve for up to 3 unknowns. Physics 1D03

P T Forces on beam: θ 30° A C w1 w2 Py Px Note the force P from the wall. The hinge at A prevents translational motion in any direction, so it may exert a force P in any direction. The unknowns are: tension T, force |P|, and angle q ; or, T, Px and Py . Physics 1D03

½ L w1 + 5/6 L w2 –LT sin30o = 0 30° T w2 w1 A C T sin30o To find the tension, consider torques about A: ½ L w1 + 5/6 L w2 –LT sin30o = 0 + 30° T w2 w1 A Px Py C 5/6 L ½ L T sin30o so (after a little work), T = w1 + 5/3 w2 = 433 N To find the forces at A, consider the net force on the beam: x components, Px - T cos30o = 0, so Px = T cos30o = 375 N y components, Py + T sin30o - w1 - w2 = 0, so Py = 83 N Physics 1D03

Question: θ 30° P T w2 w1 A C Py Px How can you generate equations for Px and Py which don’t involve the tension T? Physics 1D03

Answers: 1) torques about C: find Py (without using the value of tension!) 2) to find Px : Take torques about B! Py and T produce zero torque about B, so we get an equation in one unknown (Px ). B 30° T w2 w1 A Px Py C Physics 1D03

Equations of Equilibrium In a 2-D problem, we can generate, at most, three independent equations from the requirements of static equilibrium of a single object. Possible combinations: Two force equations, one torque equation 2) One force equation (components along some axis) two torque equations (torques about two different “pivots”). 3) Three torque equations (torques about 3 different “pivots”). 2) and 3) sometimes do not give 3 independent equations. You shouldn’t pick 3 collinear pivot points; and if you use two pivot points, taking force components along an axis perpendicular to the line through these two points will not give a third independent equation. Physics 1D03

Static Friction Problems: “When does the ladder slip?” Assume it is not slipping (so it is in equilibrium); but is about to slip (so you can set fs = ms n, at each point that has to slip for motion to occur). We may want to know: For what angles q will the ladder slip? or What coefficient of friction is required to prevent slipping? θ Physics 1D03

Example: ladder A uniform ladder of length L leans against a smooth (= frictionless) wall at angle q to the ground. What is the smallest coefficient of friction μs between ladder and ground which will prevent the ladder from slipping? Consider the free body diagram. Note the force P from the wall is perpendicular (no friction from the wall). B θ P N w fs C Plan: treat the weight w, length L, and angle q as known; use the equations of equilibrium to find the unknowns N and fs (and perhaps P). A final answer: Physics 1D03

θ Or the minimum angle: Note that w, L cancelled. Take torques about A: θ P N w fs B y x C Then, net force is zero: A Or the minimum angle: Note that w, L cancelled. Physics 1D03

What if there is friction at both the floor and the wall? What if someone is standing on the ladder? Does that change the risk of slipping? What if there is friction at both the floor and the wall? What if the floor is smooth and the wall is rough (has friction)? Can the ladder still stay in equilibrium for some range of angles? Physics 1D03