Physics 201, Lecture 21

Similar documents
α = p = m v L = I ω Review: Torque Physics 201, Lecture 21 Review: Rotational Dynamics a = Στ = I α

Physics 201, Lecture 18

Physics 101 Lecture 12 Equilibrium

Physics 201, Review 3

Kinematics (special case) Dynamics gravity, tension, elastic, normal, friction. Energy: kinetic, potential gravity, spring + work (friction)

Physics 101 Lecture 12 Equilibrium and Angular Momentum

General Physics (PHY 2130)

Chapter 8. Rotational Equilibrium and Rotational Dynamics

Chapter 12 Static Equilibrium

PHYSICS 220. Lecture 15. Textbook Sections Lecture 15 Purdue University, Physics 220 1

Chapter 8. Rotational Equilibrium and Rotational Dynamics

Review for 3 rd Midterm

Static Equilibrium; Torque

PHY131H1S - Class 20. Pre-class reading quiz on Chapter 12

PHYSICS 149: Lecture 21

Chapter 8. Rotational Equilibrium and Rotational Dynamics

Physics 201. Professor P. Q. Hung. 311B, Physics Building. Physics 201 p. 1/1

Announcements Oct 16, 2014

Dynamics of Rotational Motion

PLANAR KINETIC EQUATIONS OF MOTION (Section 17.2)

Physics 101 Lecture 11 Torque

Application of Forces. Chapter Eight. Torque. Force vs. Torque. Torque, cont. Direction of Torque 4/7/2015

Chapter 12. Static Equilibrium and Elasticity

We define angular displacement, θ, and angular velocity, ω. What's a radian?

PLANAR KINETIC EQUATIONS OF MOTION: TRANSLATION (Sections ) Today s Objectives: Students will be able to: a) Apply the three equations of

Lecture 14. Rotational dynamics Torque. Give me a lever long enough and a fulcrum on which to place it, and I shall move the world.

Review: Angular Momentum. Physics 201, Lecture 20

PLANAR KINETIC EQUATIONS OF MOTION: TRANSLATION

AP Pd 3 Rotational Dynamics.notebook. May 08, 2014

Midterm 3 Thursday April 13th

31 ROTATIONAL KINEMATICS

Chapter 8 Rotational Equilibrium and Rotational Dynamics Force vs. Torque Forces cause accelerations Torques cause angular accelerations Force and

Physics 5A Final Review Solutions

Chapter 8 continued. Rotational Dynamics

Chapter 8. Centripetal Force and The Law of Gravity

Chapter 12: Rotation of Rigid Bodies. Center of Mass Moment of Inertia Torque Angular Momentum Rolling Statics

Chapter 9. Rotational Dynamics

Physics 1A Lecture 10B

Chapter 8 Lecture Notes

Lectures. Today: Rolling and Angular Momentum in ch 12. Complete angular momentum (chapter 12) and begin equilibrium (chapter 13)

Your Comments. That s the plan

Chapter 10. Rotation of a Rigid Object about a Fixed Axis

Forces of Rolling. 1) Ifobjectisrollingwith a com =0 (i.e.no netforces), then v com =ωr = constant (smooth roll)

t = g = 10 m/s 2 = 2 s T = 2π g

Chapter 9- Static Equilibrium

Physics 111. Lecture 22 (Walker: ) Torque Rotational Dynamics Static Equilibrium Oct. 28, 2009

Models and Anthropometry

CEE 271: Applied Mechanics II, Dynamics Lecture 25: Ch.17, Sec.4-5

Physics 101: Lecture 15 Torque, F=ma for rotation, and Equilibrium

Rotational Dynamics. Slide 2 / 34. Slide 1 / 34. Slide 4 / 34. Slide 3 / 34. Slide 6 / 34. Slide 5 / 34. Moment of Inertia. Parallel Axis Theorem

Rotational Motion. Rotational Motion. Rotational Motion

Chapter 9. Rotational Dynamics

Translational Motion Rotational Motion Equations Sheet

Physics 211 Week 10. Statics: Walking the Plank (Solution)

Rotation Angular Momentum

Torque. Introduction. Torque. PHY torque - J. Hedberg

Torque and Static Equilibrium

Definition. is a measure of how much a force acting on an object causes that object to rotate, symbol is, (Greek letter tau)

Physics 2210 Homework 18 Spring 2015

Torque and Rotation Lecture 7

Lecture 2 - Force Analysis

Chapter 10: Rotation

UNIVERSITY OF TORONTO Faculty of Arts and Science

= o + t = ot + ½ t 2 = o + 2

Chapter 9. Rotational Dynamics

Lecture 13 REVIEW. Physics 106 Spring What should we know? What should we know? Newton s Laws

Final Exam Spring 2014 May 05, 2014

Rutgers University Department of Physics & Astronomy. 01:750:271 Honors Physics I Fall Lecture 19. Home Page. Title Page. Page 1 of 36.

Moment of Inertia & Newton s Laws for Translation & Rotation

Statics. Phys101 Lectures 19,20. Key points: The Conditions for static equilibrium Solving statics problems Stress and strain. Ref: 9-1,2,3,4,5.

Momentum. The way to catch a knuckleball is to wait until it stops rolling and then pick it up. -Bob Uecker

= 2 5 MR2. I sphere = MR 2. I hoop = 1 2 MR2. I disk

Handout 7: Torque, angular momentum, rotational kinetic energy and rolling motion. Torque and angular momentum

Review questions. Before the collision, 70 kg ball is stationary. Afterward, the 30 kg ball is stationary and 70 kg ball is moving to the right.

Chapter 10: Rotation. Chapter 10: Rotation

ω = 0 a = 0 = α P = constant L = constant dt = 0 = d Equilibrium when: τ i = 0 τ net τ i Static Equilibrium when: F z = 0 F net = F i = ma = d P

Static Equilibrium. Lecture 22. Chapter 12. Physics I Department of Physics and Applied Physics

Welcome back to Physics 211

Recap I. Angular position: Angular displacement: s. Angular velocity: Angular Acceleration:

Chapters 10 & 11: Rotational Dynamics Thursday March 8 th

CEE 271: Applied Mechanics II, Dynamics Lecture 28: Ch.17, Sec.2 3

Chapter 8 continued. Rotational Dynamics

Circular Motion, Pt 2: Angular Dynamics. Mr. Velazquez AP/Honors Physics

Static Equilibrium. Lana Sheridan. Dec 5, De Anza College

Chapter 8 continued. Rotational Dynamics

Rotational motion problems

Translational vs Rotational. m x. Connection Δ = = = = = = Δ = = = = = = Δ =Δ = = = = = 2 / 1/2. Work

. d. v A v B. e. none of these.

Rolling without slipping Angular Momentum Conservation of Angular Momentum. Physics 201: Lecture 19, Pg 1

Physics 2210 Fall smartphysics Conservation of Angular Momentum 11/20/2015

Physics 111. Tuesday, November 2, Rotational Dynamics Torque Angular Momentum Rotational Kinetic Energy

Announcements Oct 17, 2013

Physics 141. Lecture 18. Frank L. H. Wolfs Department of Physics and Astronomy, University of Rochester, Lecture 18, Page 1

Physics A - PHY 2048C

Rotational Kinetic Energy

LECTURE 22 EQUILIBRIUM. Instructor: Kazumi Tolich

Physics 141 Rotational Motion 2 Page 1. Rotational Motion 2

Center of Gravity. The location of the center of gravity is defined by: n mgx. APSC 111 Review Page 7

Physics 8 Wednesday, October 30, 2013

ω avg [between t 1 and t 2 ] = ω(t 1) + ω(t 2 ) 2

Transcription:

Physics 201, Lecture 21 Today s Topics q Static Equilibrium of Rigid Objects(Ch. 12.1-3) Review: Rotational and Translational Motion Conditions for Translational and Rotational Equilibrium Demos and Exercises q Stable and Instable Equilibrium (Section 7.9) Hope you have previewed!

Review: Torque τ = r F q τ Fsinφ r ( ) Torque depends on F, r, and sinφ No torque If F=0, or φ=0 o /180 o, or r = 0 q The torque acting on the object is proportional to its angular acceleration Στ = I α Moment if inertia

Review: Rotational Dynamics Στ = I α Rotational Dynamics compared to 1-D Dynamics Angular Linear τ F α = a = I m ω = ω 0 + αt v v + at θ = θ + ω 2 1 2 0 + ω0t 2 αt ω 2 + αδθ 0 = 2 = 0 x = x + v 2 1 2 0 + v0t 2 at 2 = v + 2aΔx 0 KE = 1 2 Iω 2 L = I ω KE = 1 2 mv2 p = m v

Review: Motion of Rigid Object: Translation + Rotation = +

Review: Dynamics For Rigid Objects q Translational Motion Σ F external = M a CM q Rotational Motion Σ τ = dl /dt (= Iα for object around fixed axis)

Mechanical Equilibrium (Static)

q Mechanic Equilibrium: Mechanic Equilibrium Translational acceleration a=0, AND Rotational acceleration α=0 q Conditions of Mechanic Equilibrium: Ø a=0 The net external force must be zero (think a=f/m) Σ F = 0 Ø α=0 The net external torque must be zero (think α = τ/i) Σ τ = 0 F x =0 F y =0, F Z =0 q Static and Dynamic Equilibrium Note in equilibrium, translational velocity does not have to be 0 Static equilibrium: v=0 Dynamic equilibrium: v =constant (!=0)

Mechanical Equilibrium (Case Analyses) N mg mg N center of gravity for board+bottle N m 1 g m 2 g Mg

Solving Equilibrium Problems q Draw Free Body Diagram (FBD) with exact acting point of each force q Establish convenient coordinate axes for each object. Ø Apply the First Condition of Equilibrium F net = 0. (Note in 2D this gives you F net,x = 0 and F net,y = 0) q Choose a convenient rotational axis for calculating net torque on object. and then apply τ net = 0. v Note: In the situation of static equilibrium, the choice of rotational axis is arbitrary. Just choose a convenient one such as a pivot (some choices are better, choose a simple one cleverly.) q Solve the resulting simultaneous equations for all of the unknowns.

The Acting point of Gravity: Center of Gravity q The force of gravity acting on an object must be considered in determining equilibrium q In finding the torque produced by the force of gravity, all of the weight of the object can be considered to be concentrated at one point called center of gravity (cg) q Effectively, assuming gravitation field is uniform, the CG of an object is the same as its CM (that is usually true at the Phy103 level) x cg = Σm ix i Σm i and y cg = Σm iy i Σm i See demo: finding CG

Example of a Free Body Diagram Fig 8.12, p.228 Slide 17 Important: The direction and acting point of each force must be drawn correctly.

Another Example of FBD

Exercise: Seesaw q Masses of father and daughter are m f =70 kg and m d =45 kg, respectively. The seesaw bar has a mass of M=50 kg. Ø where the father has to sit to balance the bar? Solution: Identify 4 forces as in FBD. Choose the pivot point as origin for torque τ daughter = - m d g L τ seesaw = Mg x 0m =0 τ N = N x 0m =0 τ father = m f g d Στ =0 d= (m d /m f )L = 1.3m Ø How much is N? ΣF=0 N= m f g+m d g+mg = (70+45+50)g =1617 N N L= 2m

Exercise: Leaning On the Wall (I) q A ladder of mass m=1kg is leaning without slipping on the wall at an angle φ=60 o as shown. Assume there is no friction on the wall. Ø What is the friction from ground. A: 2.8N, B:4.9N, C:9.8N, D: not sure as length is not given Solution: Identify forces (N F,N W, mg, F friction ), draw FBD Take P as the origin for torque. τ NW = N W sinφ L out of page τ mg =- mgsin(90 o -φ)l/2 into page τ NF = τ friction =0 Στ=0 N W sinφ L mgcosφl/2=0 N W =mg/(2tanφ) = 2.83N also: 0= ΣF x = F friction -N W F friction = N W = 2.83 N to the right

Exercise: Leaning On the Wall(2) q A ladder of mass m=1kg is leaning without slipping on the wall at an angle φ=60 o as shown. Assume there is no friction on the wall. Ø What is the friction from ground. Solution: Identify forces (N F,N W, mg, F friction ), draw FBD Take CM of the ladder as the origin for torque. (Spend 1-2 min. now, more after class) Repeat steps on previous slide And verify that you get the same answer

Exercise: Leaning On the Wall (3) q A ladder of mass m=1kg is leaning without slipping on the wall at an angle φ as shown. There is no friction on the wall and the µ s between the ladder and the ground is 0.35. Ø What is the minimum angle φ such that ladder does not sliding down? Solution: Identify forces (N F,N W, mg, F friction ), draw FBD Take P as the origin for torque. τ NW = N W sinφ L out of page τ mg =- mgsin(90 o -φ)l/2 into page τ NF = τ friction =0 Στ=0 N W sinφ L mgcosφl/2=0 N W =mg/(2tanφ) also: in y: N F -mg=0 N F =mg in x 0= ΣF x = F friction -N W F friction = N W = mg/(2tanφ) < µ s N F tanφ > 1/(2µ s ) f > 55 o

Stable and Unstable Equilibriums (Section. 7.9, conceptual only) q It can be shown that when a system is in equilibrium, the first derivative of its potential energy must be zero. (du/dx=0) This is consistent with conditions F=0, and τ=0 q There are 2 class of equilibrium: Stable and Unstable du/dx=0 and d 2 U/dx 2 >0 du/dx=0 but d 2 U/dx 2 <0 stable equilibrium at x=0 (lowest energy principle) unstable equilibrium at x=0