b) Fluid friction: occurs when adjacent layers in a fluid are moving at different velocities.

Similar documents
Sample 5. Determine the tension in the cable and the horizontal and vertical components of reaction at the pin A. Neglect the size of the pulley.

Dry Friction Static vs. Kinetic Angles

Outline: Types of Friction Dry Friction Static vs. Kinetic Angles Applications of Friction. ENGR 1205 Appendix B

Engineering Mechanics. Friction in Action

5.2 Rigid Bodies and Two-Dimensional Force Systems

Lecture 6 Friction. Friction Phenomena Types of Friction

Lecture 8: Friction Part 1 Friction Phenomena

Chapter 4. Forces and Newton s Laws of Motion. continued

Chapter 10: Friction A gem cannot be polished without friction, nor an individual perfected without

However, the friction forces are limited in magnitude and will not prevent motion if sufficiently large forces are applied.

7.6 Journal Bearings

The University of Melbourne Engineering Mechanics

ME 274 Spring 2017 Examination No. 2 PROBLEM No. 2 (20 pts.) Given:

STATICS. Friction VECTOR MECHANICS FOR ENGINEERS: Eighth Edition CHAPTER. Ferdinand P. Beer E. Russell Johnston, Jr.

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

Course Material Engineering Mechanics. Topic: Friction

AP Physics Free Response Practice Dynamics

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

SOLUTION 8 1. a+ M B = 0; N A = 0. N A = kn = 16.5 kn. Ans. + c F y = 0; N B = 0

Plane Motion of Rigid Bodies: Forces and Accelerations

Engineering Mechanics: Statics

E 490 FE Exam Prep. Engineering Mechanics

Statics Chapter II Fall 2018 Exercises Corresponding to Sections 2.1, 2.2, and 2.3

Cause of Friction. Friction is caused by the microscopic roughness between surfaces like two gears locking together. S. Evans

Questions from all units

ME 274: Basic Mechanics II Spring April 18, Problem 1 (24 points):

Friction Lab Name: L1

h p://edugen.wileyplus.com/edugen/courses/crs1404/pc/b02/c2hlch...

SKAA 1213 Engineering Mechanics

M1 January Immediately after the collision Q moves with speed 5 m s 1. Calculate. the speed of P immediately after the collision,

5. Plane Kinetics of Rigid Bodies

CHARACTERISTICS OF DRY FRICTION & PROBLEMS INVOLVING DRY FRICTION

Solutionbank M1 Edexcel AS and A Level Modular Mathematics

SOLUTION 8 7. To hold lever: a+ M O = 0; F B (0.15) - 5 = 0; F B = N. Require = N N B = N 0.3. Lever,

Constants and Conversions: g = 9.81 m/s 2 = 32.2 ft/s 2 ρ water = 1000 kg/m 3 C water = 1 cal/g-k 1 cal = J 1 L = 1.

OCR Maths M2. Topic Questions from Papers. Statics

ENGINEERING MECHANICS SOLUTIONS UNIT-I

Unit 21 Couples and Resultants with Couples

DYNAMICS ME HOMEWORK PROBLEM SETS

Physics 207 Lecture 9. Lecture 9

Assignment 9. to roll without slipping, how large must F be? Ans: F = R d mgsinθ.

TUTORIAL SHEET 1. magnitude of P and the values of ø and θ. Ans: ø =74 0 and θ= 53 0

Announcements. Equilibrium of a Rigid Body

Get Solution of These Packages & Learn by Video Tutorials on FRICTION

Since the block has a tendency to slide down, the frictional force points up the inclined plane. As long as the block is in equilibrium

NEWTON S LAWS OF MOTION (EQUATION OF MOTION) (Sections )

Physics Lecture 12. P. Gutierrez. Department of Physics & Astronomy University of Oklahoma

Choose the best answer for Questions 1-15 below. Mark your answer on your scantron form using a #2 pencil.

When a rigid body is in equilibrium, both the resultant force and the resultant couple must be zero.

STATICS. FE Review. Statics, Fourteenth Edition R.C. Hibbeler. Copyright 2016 by Pearson Education, Inc. All rights reserved.

KINGS COLLEGE OF ENGINEERING ENGINEERING MECHANICS QUESTION BANK UNIT I - PART-A

ASSOCIATE DEGREE IN ENGINEERING EXAMINATIONS SEMESTER /13

ME 230 Kinematics and Dynamics

Physics 2514 Lecture 13

1 MR SAMPLE EXAM 3 FALL 2013

Core Mathematics M1. Dynamics (Planes)

Equilibrium & Elasticity

EQUILIBRIUM OF RIGID BODIES

F R. + F 3x. + F 2y. = (F 1x. j + F 3x. i + F 2y. i F 3y. i + F 1y. j F 2x. ) i + (F 1y. ) j. F 2x. F 3y. = (F ) i + (F ) j. ) j

Review PHYS114 Chapters 4-7

Q1. Which of the following is the correct combination of dimensions for energy?

Quiz #7. T f k m A gsinθ = m A a N m A gcosθ = 0 f k = µ k N m B g T = m B a

Chapter 4 Force and Motion

Chapter 6. Force and Motion II

When a rigid body is in equilibrium, both the resultant force and the resultant couple must be zero.

Question 01. A. Incorrect! This is not Newton s second law.

Q16.: A 5.0 kg block is lowered with a downward acceleration of 2.8 m/s 2 by means of a rope. The force of the block on the rope is:(35 N, down)

Addis Ababa University Addis Ababa Institute of Technology School Of Mechanical and Industrial Engineering Extension Division Assignment 2

AP Physics 1 Multiple Choice Questions - Chapter 4

Phys101 Second Major-152 Zero Version Coordinator: Dr. W. Basheer Monday, March 07, 2016 Page: 1

PH201 Chapter 5 Solutions

Phys101 Second Major-131 Zero Version Coordinator: Dr. A. A. Naqvi Sunday, November 03, 2013 Page: 1

Newton s 3 Laws of Motion

Lecture PowerPoints. Chapter 5 Physics for Scientists & Engineers, with Modern Physics, 4 th edition. Giancoli

M D P L sin x FN L sin C W L sin C fl cos D 0.

if the initial displacement and velocities are zero each. [ ] PART-B

Here is what you will be able to do when you complete each objective: 1. State the general laws of static and kinetic friction.

EQUILIBRIUM OF A RIGID BODY & FREE-BODY DIAGRAMS

Name St. Mary's HS AP Physics Circular Motion HW


PhysicsAndMathsTutor.com

Engineering Mechanics: Statics

LECTURE 12 FRICTION, STRINGS & SPRINGS. Instructor: Kazumi Tolich

Equilibrium: Forces and Torques

EQUATIONS OF MOTION: GENERAL PLANE MOTION (Section 17.5) Today s Objectives: Students will be able to analyze the planar kinetics of a rigid body

Lecture 31. EXAMPLES: EQUATIONS OF MOTION USING NEWTON AND ENERGY APPROACHES

Chapter 9-10 Test Review

Final Exam April 30, 2013

AP Physics 1 Rotational Motion Practice Test

Inclined plane with protractor and pulley, roller, weight box, spring balance, spirit level, pan and thread.

8.01x Classical Mechanics, Fall 2016 Massachusetts Institute of Technology. Problem Set 2

TOPIC B: MOMENTUM EXAMPLES SPRING 2019

Phys101 Third Major-161 Zero Version Coordinator: Dr. Ayman S. El-Said Monday, December 19, 2016 Page: 1

A. B. C. D. E. v x. ΣF x

Lecture 6. Applying Newton s Laws Free body diagrams Friction

VALLIAMMAI ENGINEERING COLLEGE SRM NAGAR, KATTANKULATHUR DEPARTMENT OF MECHANICAL ENGINEERING

Physics P201 D. Baxter/R. Heinz. EXAM #3 November 21, :00 9:00 PM INSTRUCTIONS

Actually, no perfectly frictionless surface exists. For two surfaces in contact, tangential forces, called friction forces, will develop if one

6. Find the net torque on the wheel in Figure about the axle through O if a = 10.0 cm and b = 25.0 cm.

AE 688 Dynamics And Vibration Assignment No. 2. with the brakes slightly applied so that the speed v is constant. The slope decreases abruptly to θ

Transcription:

Ch.6 Friction Types of friction a) Dry friction: occurs when non smooth (non ideal) surfaces of two solids are in contact under a condition of sliding or a tendency to slide. (also called Coulomb friction) b) Fluid friction: occurs when adjacent layers in a fluid are moving at different velocities. c) Internal friction: occurs in all solid materials which are subjected to cyclical loading.

Dry friction m P F Static friction (no motion) FBD mg N α F P F max = μ s N F=P F k = μ k N Kinetic friction (motion) P No motion Friction force = Force P Friction force called static friction F μ s N μ s = coefficient of static friction With motion F = μ k N μ k = coefficient of kinetic friction

Friction angles tan(α) = F/N mg P At max. static friction F max = μ s N α reaches max. value φ s F μ s = F max /N = tan(φ s ) N α φ s =arctan(μ s ) = angle of static friction In like manner, μ k = tan(φ k ) φ k =arctan(μ k ) = angle of kinetic friction

Types of friction problems (1) 1. Impending motion is known to exist F = F max = μ s N (in the direction opposing to the impending motion). Equations of equilibrium can be used as usual. 2. Relative motion is known to exist F = μ k N (in the direction opposing to the motion).

Types of friction problems (2) 3. Motion condition is unknown Assume static equilibrium Use equilibrium equation to solve the friction force F Check the value of friction force F (a) F < μ s N (b) F = μ s N (c) F > μ s N Friction force necessary for equilibrium can be generated by the surface The body is in static equilibrium as assumed Impending motion is deduced The body is in static equilibrium as assumed Impossible! Assumption of equilibrium is not valid Motion occurs, F = μ k N

Sample 1 Determine the range of values which the mass m 0 may have so that the 100-kg block shown in the figure will neither start moving up the plane nor slip down the plane. The coefficient of static friction for the contact surface is 0.30

Sample 2 Determine the magnitude and direction of the friction force acting on the 100-kg block shown if, first P = 500 N and, second P = 100 N. The coefficient of static friction is 0.20, and the coefficient of kinetic friction is 0.17. The forces are applied with the block initially at rest.

Sample 3 The homogeneous rectangular block of mass m, width b, and height H is placed on the horizontal surface and subjected to a horizontal force P which moves the block along the surface with a constant velocity. The coefficient of kinetic friction between the block and the surface is μ k. Determine (a) the greatest value that h may have so that the block will slide without tipping over and (b) the location of point C on the bottom face of the block through which the resultant of the friction and normal forces acts if h = H/2.

Sample 4 The three flat blocks are positioned on the 30 incline as shown, and a force P parallel to the incline is applied to the middle block. The upper block is prevented from moving by a wire which attaches it to the fixed support. The coefficient of static friction for each of the three pairs of mating surfaces is shown. Determine the maximum value which P may have before any slipping takes place.

Sample 5 The light bar is used to support the 50-kg block in its vertical guides. If the coefficient of static friction is 0.3 at the upper end of the bar and 0.4 at the lower end of the bar, find the friction force acting at each end for x = 75 mm. Also find the maximum value of x for which the bar will not slip.

Sample 6 The 30-kg homogeneous cylinder of 400-mm diameter rests against the vertical and inclined surfaces as shown. If the coefficient of static friction between the cylinder and the surface is 0.3, calculate the applied clockwise couple M which would cause the cylinder to slip.

Sample 7 The tongs are designed to handle hot steel tubes which are being heat-treated in an oil bath. For a 20 jaw opening, what is the minimum coefficient of static friction between the jaws and the tube which will enable the tongs to grip the tube without slipping

Sample 8 The force P is applied to (a) the 30-kg block and (b) the 50-kg block. For each case, determine the magnitude of P required to initiate motion.

Sample 9 The system of two blocks, cable, and fixed pulley is initially at rest. Determine the horizontal force P necessary to cause motion when (a) P is applied to the 5-kg block and (b) P is applied to the 10-kg block. Determine the corresponding tension T in the cable for each case.

Sample 10 A clockwise couple M is applied to the circular cylinder as shown. Determine the value of M required to initiate motion for the conditions m B = 3 kg, m C = 6 kg (μ s ) B = 0.5, (μ s ) C = 0.4, and r = 0.2 m. Friction between the cylinder C and the block B is negligible.

Sample 11 The two uniform slender bars constructed from the same stock material are freely pinned together at B. Determine the minimum angle θ at which slipping does not occur at either contact point A or C. The coefficient of static friction at both A and C is μ s = 0.50. Consider only motion in the vertical plane shown.

Sample 12 small ideal roller at the upper end A Determine a general expression for the minimum value θ min of θ for which the block will remain in equilibrium. Evaluate your expression for μ s = 0.5 and m/m 0 = 10. For these conditions, check for possible slipping at B.

Sample 13 The industrial truck is used to move the solid 1200-kg roll of paper up the 30 incline. If the coefficients of static and kinetic friction between the roll and the vertical barrier of the truck and between the roll and the incline are both 0.40, compute the required tractive force P between the tires of the truck and the horizontal surface.

Sample 14 Three boxes are placed on the incline in contact with each other and released from rest. The coefficients of static friction under boxes A, B, and C are 0.30, 0.20, and 0.35, respectively. Describe what happens.