RIGID BODIES: EQUIVALENT FORCE SYSTEMS

Slides:



Advertisements
Similar presentations
STATICS OF PARTICLES Forces are vector quantities; they add according to the parallelogram law. The magnitude and direction of the resultant R of two forces.
Advertisements

STATICS OF RIGID BODIES
CE Statics Lecture 15. Moment of a Force on a Rigid Body If a force is to be moved from one point to another, then the external effects of the force.
Rigid Bodies: Equivalent Systems of Forces
Chapter 2 Resultant of Coplannar Force Systems
Moment of a Force Objects External Effects a particle translation
4.6 Moment due to Force Couples
Lecture #6 part a (ref Chapter 4)
Engineering Mechanics: Statics
Engineering Mechanics: Statics
Moment of a force The moment of a force about a point or axis provides a measure of the tendency of the force to cause a body to rotate about the point.
Slide #: 1 Chapter 3 Rigid Bodies : Equivalent Systems of Forces.
An-Najah National University College of Engineering
4.10 Reduction of a Simple Distributed Loading
Bellringer Compare and explain in complete sentences and formulas how using the Newton’s three laws of motion find the resultant force.
Engineering Fundamentals Session 9. Equilibrium A body is in Equilibrium if it moves with constant velocity. A body at rest is a special case of constant.
Overview of Mechanical Engineering for Non-MEs Part 1: Statics 3 Rigid Bodies I: Equivalent Systems of Forces.
RIGID BODIES: EQUIVALENT SYSTEM OF FORCES
EGR 280 Mechanics 2 – Moments, equivalent systems of forces.
Equivalent Systems of Forces
1 The scalar product or dot product between two vectors P and Q is defined as Scalar products: -are commutative, -are distributive, -are not associative,
Cont. ERT 146 Engineering Mechanics STATIC. 4.4 Principles of Moments Also known as Varignon ’ s Theorem “ Moment of a force about a point is equal to.
The forces acting on a rigid body can be separated into two groups: (1) external forces (representing the action of other rigid bodies on the rigid body.
Force is a Vector A Force consists of: Magnitude Direction –Line of Action –Sense Point of application –For a particle, all forces act at the same point.
Lecture #6 Moments, Couples, and Force Couple Systems.
MEC 0011 Statics Lecture 4 Prof. Sanghee Kim Fall_ 2012.
Force System Resultants 4 Engineering Mechanics: Statics in SI Units, 12e Copyright © 2010 Pearson Education South Asia Pte Ltd.
MEC 0011 Statics Lecture 4 Prof. Sanghee Kim Fall_ 2012.
Dr. Baljeet Singh Department of Mathematics
Introduction Treatment of a body as a single particle is not always possible. In general, the size of the body and the specific points of application.
Licensed Electrical & Mechanical Engineer
Forces and Moments Mo = F x d What is a moment?
X, Y axis (Horizontal & Vertical)
MOMENT OF A FORCE (SCALAR FORMULATION), CROSS PRODUCT, MOMENT OF A FORCE (VECTOR FORMULATION), & PRINCIPLE OF MOMENTS Objectives : a) understand and define.
Introduction Treatment of a body as a single particle is not always possible. In general, the size of the body and the specific points of application.
GOVERNMENT ENGINEERING COLLEGE, DAHOD CIVIL ENGINEERING DEPARTMENT
Rigid Bodies: Equivalent Systems of Forces
Statics of Particles.
RIGID BODIES: EQUIVALENT FORCE SYSTEMS
Statics of Particles.
Statics of Particles.
Statics of Particles.
Sample Problem 3.1 e) Although each of the forces in parts b), c), and d) produces the same moment as the 100 lb force, none are of the same magnitude.
SUB:-MOS ( ) Guided By:- Prof. Megha Patel.
Forces Classification of Forces Force System
Sakalchand Patel College
Engineering Mechanics Statics
4.5 MOMENT ABOUT AN AXIS - Scalar analysis
Moments of the forces Mo = F x d A moment is a turning force.
Lecture 4.
X, Y axis (Horizontal & Vertical) Triangle Force (Sine Law)
DNT 122 – APPLIED MECHANICS
Statics of Particles.
Copyright © 2010 Pearson Education South Asia Pte Ltd
Chapter 4 EQUILIBRIUM OF RIGID BODIES
Couples. Resolution of a force into a force and a couple.
MOMENT OF A FORCE ABOUT A POINT
The moment of F about O is defined as
Statics of Particles.
STATICS (ENGINEERING MECHANICS-I)
Statics Course Code: CIVL211 Dr. Aeid A. Abdulrazeg
Chapter Objectives Concept of moment of a force in two and three dimensions Method for finding the moment of a force about a specified axis. Define the.
Structure I Course Code: ARCH 208 Dr. Aeid A. Abdulrazeg
KNUS&T Kumasi-Ghana Instructor: Dr. Joshua Ampofo
ENGINEERING MECHANICS
Statics of Particles.
CHAPTER 3: BASIC CONCEPT OF MOMENTS
CE Statics Lecture 13.
Presentation transcript:

RIGID BODIES: EQUIVALENT FORCE SYSTEMS Chapter 3 RIGID BODIES: EQUIVALENT FORCE SYSTEMS F The forces acting on a rigid body can be separated into two groups: (1) external forces (representing the action of other rigid bodies on the rigid body under consideration) F’ and (2) internal forces (representing the forces which hold together particles forming the rigid body.

F F’ According to the principal of transmissibility, the effect of an external force on a rigid body remains unchanged if that force is moved along its line of action. Two forces acting on the rigid body at two different points have the same effect on that body if they have the same magnitude, same direction, and same line of action. Two such forces are said to be equivalent.

V = P x Q V = PQ sin q Q x P = - (P x Q) V = P x Q The vector product of two vectors is defined as Q V = P x Q q P The vector product of P and Q forms a vector which is perpendicular to both P and Q, of magnitude V = PQ sin q This vector is directed in such a way that a person located at the tip of V observes as counterclockwise the rotation through q which brings vector P in line with vector Q. The three vectors P, Q, and V - taken in that order - form a right-hand triad. It follows that Q x P = - (P x Q)

P = Px i + Py j + Pz k Q = Qx i + Qy j + Qz k It follows from the definition of the vector product of two vectors that the vector products of unit vectors i, j, and k are k i i x i = j x j = k x k = 0 i x j = k , j x k = i , k x i = j , i x k = - j , j x i = - k , k x j = - i The rectangular components of the vector product V of two vectors P and Q are determined as follows: Given P = Px i + Py j + Pz k Q = Qx i + Qy j + Qz k The determinant containing each component of P and Q is expanded to define the vector V, as well as its scalar components

P = Px i + Py j + Pz k Q = Qx i + Qy j + Qz k V = P x Q = = Vx i + Vy j + Vz k where Vx = Py Qz - Pz Qy Vy = Pz Qx - Px Qz Vz = Px Qy - Py Qx

MO = r x F MO = rF sin q = Fd Mo The moment of force F about point O is defined as the vector product MO = r x F F where r is the position vector drawn from point O to the point of application of the force F. The angle between the lines of action of r and F is q. O r q d A The magnitude of the moment of F about O can be expressed as MO = rF sin q = Fd where d is the perpendicular distance from O to the line of action of F.

Mx = y Fz - z Fy My = zFx - x Fz Mz = x Fy - y Fx Fy j A (x , y, z ) y j The rectangular components of the moment Mo of a force F are determined by expanding the determinant of r x F. Fx i r Fz k O x i x z k z i x Fx j y Fy k z Fz Mo = r x F = = Mx i + My j + Mzk where Mx = y Fz - z Fy My = zFx - x Fz Mz = x Fy - y Fx

rA/B = xA/B i + yA/B j + zA/B k Fy j A (x A, yA, z A) B (x B, yB, z B) In the more general case of the moment about an arbitrary point B of a force F applied at A, we have Fx i r Fz k O x z i xA/B Fx j yA/B Fy k zA/B Fz MB = rA/B x F = rA/B = xA/B i + yA/B j + zA/B k where xA/B = xA- xB yA/B = yA- yB zA/B = zA- zB and

MB = (xA- xB )Fy + (yA- yB ) Fx In the case of problems involving only two dimensions, the force F can be assumed to lie in the xy plane. Its moment about point B is perpendicular to that plane. It can be completely defined by the scalar Fy j A rA/B Fx i (yA - yB ) j B (xA - xB ) i O x z MB = MB k MB = (xA- xB )Fy + (yA- yB ) Fx The right-hand rule is useful for defining the direction of the moment as either into or out of the plane (positive or negative k direction).

P Q = PQ cos q P Q = Px Qx + Py Qy + Pz Qz The scalar product of two vectors P and Q is denoted as P Q ,and is defined as Q q P Q = PQ cos q where q is the angle between the two vectors P The scalar product of P and Q is expressed in terms of the rectangular components of the two vectors as P Q = Px Qx + Py Qy + Pz Qz

POL = Px cos qx + Py cos qy + Pz cos qz The projection of a vector P on an axis OL can be obtained by forming the scalar product of P and the unit vector l along OL. qy A l P qx x O qz z POL = P l Using rectangular components, POL = Px cos qx + Py cos qy + Pz cos qz

Sx Px Qx Sy Py Qy Sz Pz Qz S (P x Q ) = The mixed triple product of three vectors S, P, and Q is Sx Px Qx Sy Py Qy Sz Pz Qz S (P x Q ) = The elements of the determinant are the rectangular components of the three vectors.

l x x Fx l y y Fy l z z Fz MOL = l MO = l (r x F) = y The moment of a force F about an axis OL is the projection OC on OL of the moment MO of the force F. This can be written as a mixed triple product. MO F C l A (x, y, z) r O x z l x x Fx l y y Fy l z z Fz MOL = l MO = l (r x F) = lx, ly , lz = direction cosines of axis OL x, y , z = components of r Fx, Fy , Fz = components of F

M - F d F Two forces F and -F having the same magnitude, parallel lines of action, and opposite sense are said to form a couple. The moment of a couple is independent of the point about which it is computed; it is a vector M perpendicular to the plane of the couple and equal in magnitude to the product Fd.

M y y - F y (M = Fd) My M d F O Mx O O x x x z z z Mz Two couples having the same moment M are equivalent (they have the same effect on a given rigid body).

F F MO r A A O O Any force F acting at a point A of a rigid body can be replaced by a force-couple system at an arbitrary point O, consisting of the force F applied at O and a couple of moment MO equal to the moment about point O of the force F in its original position. The force vector F and the couple vector MO are always perpendicular to each other.

Any system of forces can be reduced to a force-couple system at a given point O. First, each of the forces of the system is replaced by an equivalent force-couple system at O. Then all of the forces are added to obtain a resultant force R, and all of couples are added to obtain a resultant couple vector MO. In general, the resultant force R and the couple vector MO will not be perpendicular to each other. R R

S F = S F’ S Mo = S Mo’ F3 F1 R A3 A1 r1 r3 r2 O A2 O F2 M As far as rigid bodies are concerned, two systems of forces, F1, F2, F3 . . . , and F’1, F’2, F’3 . . . , are equivalent if, and only if, S F = S F’ and S Mo = S Mo’

If the resultant force R and the resultant couple vector MO are perpendicular to each other, the force-couple system at O can be further reduced to a single resultant force. R A3 R r1 A1 r2 O A2 O R O F2 M This is the case for systems consisting of either (a) concurrent forces, (b) coplanar forces, or (c) parallel forces. If the resultant force and couple are directed along the same line, the force-couple system is termed a wrench.