CE 201 - Statics Lecture 7. EQUILIBRIUM OF A PARTICLE CONDITION FOR THE EQUILIBRIUM OF A PARTICLE A particle is in EQUILIBRIUM if: 1. it is at rest, OR.

Slides:



Advertisements
Similar presentations
Statics of Particles MET 2214 Ok. Lets get started.
Advertisements

Newton’s Laws (II) Free-body diagrams Normal Force
Force Force is a push or pull on an object The object is called the System Force on a system in motion causes change in velocity = acceleration Force is.
Forces Force is the cause of acceleration. It is defined as a push or a pull.
Newton’s Laws of Motion (Applications)
Translational Equilibrium Physics Montwood High School R. Casao.
Problem Block A of mass 12 kg and block B of mass 6 kg are connected by a cable that passes over pulley C which can rotate freely. Knowing that the.
PHYS 218 sec Review Chap. 4 Newton’s laws of motion.
1 Equilibrium of Concurrent, Coplanar Force Systems EF Week 5.
Newton’s Laws of Motion
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.
Introduction Mechanics: deals with the responses of the bodies to the action of forces. Objectives: To give students an introduction to engineering mechanics.
Copyright © 2010 Pearson Education South Asia Pte Ltd
King Fahd University of Petroleum & Minerals Mechanical Engineering Dynamics ME 201 BY Dr. Meyassar N. Al-Haddad Lecture # 11.
Force Types 1 Definition of Force Drawing the Force Dimensions and Units of Force Tension Elastic Force Gravity Normal Force Friction Drag Pulleys.
ENGR 215 ~ Dynamics Sections 13.1 – Newton’s Three Laws of Motion First Law –a particle originally at rest, or moving in a straight line with constant.
Chapter 5 The Laws of Motion. Forces Usually think of a force as a push or pull Usually think of a force as a push or pull Vector quantity Vector quantity.
Weight is a force that is defined from the gravitational attraction between two masses. The gravitational force causes the less massive object to accelerate.
Applications of Newton’s Laws
5. The Laws of Motion 5.1 The Concept of Force5.2 Newton’s First Law and Inertial Frames5.3 Mass5.4 Newton’s Second Law5.5 The Force of Gravity and Weight5.6.
Chapter 5 Force and Motion
Forces. Dynamics Why do objects move like they do?
Forces in One Dimension: Force and Motion 4.1
Miscellaneous Forces. Weight Weight is the force of gravity upon an object. This force is represented by the symbol F g (units of Newtons) Acceleration.
Equilibrium of a particle
CE Statics Chapter 5 – Lecture 1. EQUILIBRIUM OF A RIGID BODY The body shown is subjected to forces F1, F2, F3 and F4. For the body to be in equilibrium,
Force Vector (cont’).
Forces and the Laws of Motion
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.
Chapter 4 Dynamics: Newton’s Laws of Motion
 Isaac Newton  Smart Guy  Liked Apples  Invented Calculus  Came up with 3 laws of motion  Named stuff after himself.
Forces and the Laws of Motion Changes in Motion Chapter 4:Section 1.
Physics 1D03 - Lecture 81 Clicker Registration Remember to register your clicker at:
Chapter 4 The Laws of Motion. Classes of Forces Contact forces involve physical contact between two objects Field forces act through empty space No physical.
Physics 1D03 - Lecture 71 Newton’s Laws (II) Free-body diagrams Normal Force Friction.
Dynamics: Newton’s Laws of Motion. Concepts Force Newton’s First Law of Motion Mass Newton’s Second Law of Motion Newton’s Third Law of Motion Weight.
Force and Motion This week – This week – Force and Motion – Chapter 4 Force and Motion – Chapter 4.
 F = ma  m is measured in kg  a is measured in m/s 2  F is measured in kg m/s 2, called a Newton (N)
Equilibrium A particle (mass, but a size that can be neglected) is in equilibrium provided it is at rest if originally at rest or has constant velocity.
Physics 111: Mechanics Lecture 4
CE Statics Chapter 6 – Lecture 22. FRAMES AND MACHINES Frames And machines are structures composed of pin-connected members. Those members are subjected.
EQUILIBRIUM OF PARTICLES
ME 201 Engineering Mechanics: Statics Chapter 3 – Part A 3.1 Condition for the Equilibrium of a Particle 3.2 The Free-Body Diagram 3.3 Co-Planar Force.
Equilibrium of a particle
Principle of Engineering ENG2301 F Mechanics Section F Textbook: F A Foundation Course in Statics and Dynamics F Addison Wesley Longman 1997.
1 Applying Newton’s Laws Assumptions Assumptions Objects behave as particles Objects behave as particles can ignore rotational motion (for now) can ignore.
Chapter 3 Equilibrium of a Particle. 3.1 Condition for the Equilibrium of a Particle o "static equilibrium" is used to describe an object at rest. o To.
Ch. 3 Equilibrium of Particles
Dynamics: Newton’s Laws of Motion. Force A force is a push or pull. An object at rest needs a force to get it moving; a moving object needs a force to.
Equilibrium of a Particle 3 Engineering Mechanics: Statics in SI Units, 12e Copyright © 2010 Pearson Education South Asia Pte Ltd.
ENGR 3340: Fundamentals of Statics and Dynamics Fundamentals of Statics and Dynamics - ENGR 3340 Professor: Dr. Omar E. Meza Castillo
Newton’s Third Law If two objects interact, the force exerted by object 1 on object 2 is equal in magnitude and opposite in direction to the force.
ECOR 1101 Mechanics I Sections C and F Jack Vandenberg
1 Physics: Chapter 4 Forces & the Laws of Motion Topics:4-1 Changes in Motion 4-2 Newton’s First Law 4-3 Newton’s Second & Third Laws 4-4 Everyday Forces.
Statics. Equilibrium Moves at constant velocity V =C Moves at constant velocity V =C At rest V = 0 At rest V = 0 Constant Velocity.
MEC 0011 Statics Lecture 3 Prof. Sanghee Kim Fall_ 2012.
 Particle Assumption  Modeling of Problem  Free Body Diagram: FBD  Newton’s Law of Motion  1 st Law  2 nd Law  3 rd Law Chap.#3: Statics of Particles.
Newton’s third law of motion 1 Force 2
Copyright © 2010 Pearson Education South Asia Pte Ltd
FORCES SP1d. Measure and calculate the magnitude of frictional forces and Newton’s three Laws of Motion. SP1h. Determine the conditions required to maintain.
Engineering Mechanics : STATICS
Engineering Mechanics: Statics
Newton's Laws Sir Isaac Newton
1.
CE Statics Lecture 9.
The Laws of Motion (not including Atwood)
Newton’s 1st Law – Inertia
Applying Forces AP Physics 1.
Applying Forces AP Physics C.
CE Statics Lecture 8.
Presentation transcript:

CE Statics Lecture 7

EQUILIBRIUM OF A PARTICLE CONDITION FOR THE EQUILIBRIUM OF A PARTICLE A particle is in EQUILIBRIUM if: 1. it is at rest, OR 2. it is moving with constant velocity The term "EQUILIBRIUM" is often used to describe a particle at rest. For a particle to be in EQUILIBRIUM, Newton's First Law of Motion must be satisfied.

Newton's First Law of Motion "IF THE RESULTANT FORCE ACTING ON A PARTICLE IS ZERO, THEN THE PARTICLE IS IN EQUILIBRIUM".  F = 0

Newton's Second Law of Motion F = m × a Applying the condition for equilibrium  F = m × a then, m × a = 0 since m ≠ o then, a = 0 this means that the particle acceleration is equal to zero, therefore the particle is moving at constant velocity.

THE FREE-BODY DIAGRAM To apply the equilibrium equation (  F = 0), all known and unknown forces must be included in the equation. The equilibrium equation will best be applied when a free-body diagram of the particle is drawn. What is a free-body diagram?

Example Suppose that we have a ball supported on a surface with force F is applied. How can we draw a free-body diagram of the ball? 1. Isolate the ball from all surroundings 2. Indicate all known and unknown forces acting on the ball. F = 50 N 30  F = 50 N 30  W R

In this case, we have the following forces acting on the particle: F = 50 N Ball weight, W = ? Surface reaction, R = ? F = 50 N 30  F = 50 N 30  W R

Example Draw a free-body diagram of the following system: Tips Label known forces: should be labeled with their magnitude and direction Label unknown forces: should be labeled using letters Assume +ve magnitude of unknown forces. If magnitude of an unknown force was obtained –ve, then the direction of the force is opposite to the direction assumed. Apply equilibrium equation F  F  W R1 R2

Connections Two types of connections will be discussed: 1. Springs 2. Cables and Pulleys

Springs If a spring is subjected to a force, the length of the spring will change in direct proportion to the force acting on it (if it is a linear elastic spring).

Example In this case, the following equation can be used: F = k  s F = acting force k = spring constant or stiffness s = deformed distance measured from its unloaded position (elongated or compressed) If ( s ) is +ve, then ( F ) pulls on the spring, while if ( s ) is –ve, then ( F ) pushes on the spring. s = L – L 0 L0L0 L s (-ve) -F +F L0L0 s (+ve) L

Cables and Pulleys All cables are assumed to have negligible weight and can not be stretched Cables can support only tension or pulling forces  T T