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CHAPTER 3 RIGID BODIES: EQUIVALENT SYSTEM OF FORCES
46

CHAPTER 3

Dec 31, 2015

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CHAPTER 3. RIGID BODIES: EQUIVALENT SYSTEM OF FORCES. Objectives. 3.1 Introduction 3.2 External and Internal Forces 3.3 Principle of Transmissibility 3.4 Vector Product of two vectors 3.5 Vector Product expressed in terms of rectangular components 3.6 Moment of a Force about a point - PowerPoint PPT Presentation
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Page 1: CHAPTER 3

CHAPTER 3

RIGID BODIES: EQUIVALENT SYSTEM OF FORCES

Page 2: CHAPTER 3

Objectives• 3.1 Introduction • 3.2 External and Internal Forces• 3.3 Principle of Transmissibility• 3.4 Vector Product of two vectors• 3.5 Vector Product expressed in terms of rectangular components• 3.6 Moment of a Force about a point• 3.7 Varignon’s Theorem• 3.8 Rectangular components of the moment of the force• 3.9 Scalar Product of 2 vectors• 3.10 Mixed triple product of 2 vectors• 3.11 Moment of a force about a given axis• 3.12 Moment of a couple• 3.13 and 3.14 Equivalent and Addition of Couples• 3.15 Couples represented by vectors• 3.16 Resolution of a given force into a force at O and a couple• 3.17 Resolution of a system of forces to one force and one couple

Page 3: CHAPTER 3

So far, we have reviewed• Fundamental Principles:

– Parallelogram law– Newton’s laws– Principle of transmissibility

• Assumption: A rigid body could be treated as a single particle (not always true)

In this Chapter you will learn• The effect of forces exerted on a rigid body and how to

replace a given system of forces by a simpler equivalent system.

Page 4: CHAPTER 3

3.2 External and Internal Forces

• External Forces: – responsible for the external behavior of the

rigid bodies.– cause the rigid bodies to move or ensure that

they remain at rest.

• Internal Forces:– hold together the particles or parts forming the

rigid body.

Page 5: CHAPTER 3

Examples of external Forces

FBD

W

R1 R2

W: weight of the truck. Point of application center of gravity.

R1 and R2: reactions by the ground.

F: force of exertion, point of application truck’s bumper. It causes translation

F

Page 6: CHAPTER 3

3.3 Principle of transmissibility, equivalent forces

• Forces acting on a particle: vectors with a well defined point of application, called bound or fixed vectors.

• Forces acting on a rigid body: vectors whose point of application of the force doesn’t matter, as long as the line of action remains unchanged, called sliding vectors.

Page 7: CHAPTER 3

Principle of transmissibility

=F

F’

F and F’ have the same effect if their magnitude , direction and line of action are the same. Based on experimental evidence.

Page 8: CHAPTER 3

Principle of transmissibility

W

R1 R2

Conditions of motion are unaffected. F and F’ are equivalent

W

=

R1 R2

F F’

Page 9: CHAPTER 3

3.4 Vector product of 2 vectors• Vector product of 2 vectors is defined as a vector V,

which satisfies the following:– 1) Line of action of V is perpendicular to the plane

containing P and Q.

– 2) The magnitude of V is:

V=P Q sin – 3) The direction of V is obtained by the right hand rule.

Q

P

V=PxQ

Page 10: CHAPTER 3

Vector product

• The magnitude of V is also equal to the area of the parallelogram that has P and Q for sides.

Q

P

VV=PxQ

Q’

A1

V=PxQ’

V=P x Q=P x Q’

A2

Page 11: CHAPTER 3

Other properties of vector product:

• Commutative:

• Distributive:

• Associative Property:

NO Q x P P x Q

YES P x (Q1+Q2) = P x Q1 +P x Q2

NO(P x Q) x S P x (Q x S)

Page 12: CHAPTER 3

Vector expressed in terms of rectangular components

• Vector product of any 2 units vectors: i, j, k

• i x j= k

• j x i= -k

• j x k= i

• k x j= -i

• k x i= j

• i x k= -j

• i x i= 0, j x j= 0, k x k= 0

x

y

z

ij

k

i

j

k

(+):CCW

(-):CW

Page 13: CHAPTER 3

• We can express the vector product of two given vectors P and Q in terms of rectangular components:

• V=P x Q=(Pxi+Pyj+Pzk) x (Qxi+Qyj+Qzk)

• Using distributive property and the products of unit vectors:

• V=(PyQz-PzQy)i + (PzQx-PxQz)j+(PxQy-

-PyQx)k

Page 14: CHAPTER 3

• Vx=(PyQz-PzQy)

• Vy=(PzQx-PxQz)

• Vz=(PxQy-PyQx)

The right hand members represent the expansion of a determinant.

V=i j kPx Py Pz

Qx Qy Qz

i j k i jPx Py Pz Px Py Qx Qy Qz Qx Qy

(+)(-)

Page 15: CHAPTER 3

3.6 Moment of a Force around a point

A

F

r

M0

O

d

•The effect of the force F on the rigid body depends on its:•Magnitude•Direction•Point of application (A)

•Position of A: represented by r•r and F define a plane.•M0= r Fsin = Fd , where d= perpendicular distance from O to the line of action of F.Moment of F around O: M0= r x F, M0 is perpendicular to the

plane containing O and F The sense of F is defined by the right hand rule.

Page 16: CHAPTER 3

Units of Moment

• SI: Nm

• US Units: lb ft or lb in

Page 17: CHAPTER 3

3.8 Rectangular Components of the moment of a force

• We restate the principle of transmissibility as:

• Two forces F and F’ are equivalent if, only if, :– they are equal (=magnitude, = direction)– And have equal moment about a given point O

– F=F’ M0=M0’

Page 18: CHAPTER 3

3.7 Varignon’s Theorem

Moment of the resultant Sum of the moments

of several forces = of each force around

the same point O

r x (F1+F2+……)= r x F1+ r x F2+…

Page 19: CHAPTER 3

3.8 Rectangular Components of the moment of a Force

• We can simplify the calculation of the moment of a force by resolving the force and the position vector into components.

r = x i +y j +z k

F=Fx i +Fy j +Fz k

M0= r x F

Page 20: CHAPTER 3

Rectangular components of the moment of a force

i j k i jx y z x y Fx Fy Fz Fx Fy

(+)(-)

M0=(y Fizz-z Fy) i+ (z Fx-x Fz) j+ (xFy- y Fx) k

Mx=(y Fz-z Fy) My=(z Fx-x Fz) Mz=(xFy- y Fx)

Page 21: CHAPTER 3

Sample Problem 3.1

• A vertical force of 100 lb is applied to the end of the rod bar which is attached to a shaft at O. Determine:– A) Moment of a 100 lb force about O– B) The horizontal force applied at A which

creates the same moment about O.– C)The smallest force at A which creates the

same moment about O.

Page 22: CHAPTER 3

3.9 Scalar product of 2 vectors

• The scalar product, (or dot product) of two vectors is defined as:

P Q= P Q cos (scalar)

• Satisfies: – Commutative Property: P Q= Q P

– Distributive Property: P (Q1 + Q2)= P Q1+P Q2

Page 23: CHAPTER 3

Scalar product of 2 vectors

• The scalar product of 2 vectors P and Q can be expressed as:

• P Q=(Pxi + Pyj + Pzk) (Qxi + Qyj + Qzk)• And

i j= 0, j k= 0, k i= 0i i= 1, j j= 1, k k= 1

• Therefore:• P Q = PxQx + PyQy + PzQz

Page 24: CHAPTER 3

Special Case

• P=Q

• P P = Px Px + PyPy + PzPz

=P2

Page 25: CHAPTER 3

Applications

• 1) To determine the angle between two vectors

• P Q cos =PxQx + PyQy + PzQz

• Solving for cos …

• cos =

PxQx + PyQy + PzQz

P Q

Page 26: CHAPTER 3

2nd Application: Projection of a vector in a given axis

O

Laxis

P

The projection of P along the axis OL is defined as a scalar:POL=P cos (+) if OA has the

same sense as OL (axis) (-) if OA has the

opposite sense as OL (axis)QA

•Consider Q directed along the axis OL:

POL

= POL Q• P Q= P Q cos P Q= POL QPOL= P Q

Q

x

y

z

Page 27: CHAPTER 3

P Q Q

POL=

POL= P , POL= Px x+Py y+Pz z

Page 28: CHAPTER 3

3.10 Mixed triple product of 3 vectors

• Mixed triple product=S (P x Q)

• Geometrically:

• Mixed triple product=Volume of the parallelepiped having S, P and Q for sides

(Scalar expression)

S

P

Q

(+) If the vectors are read ccw order or circular permutation

(-) cw direction

S

P

Q

Page 29: CHAPTER 3

Mixed triple product in terms of rectangular components

S (P x Q) = Sx(Py Qz-Pz Qy) + Sy(Pz Qx-Px Qz) + Sz(PxQy- -Py Qx)

In compact form:

S (P x Q)=

Sx Sy Sz Px Py Pz

Qx Qy Qz

Application of triple product

Page 30: CHAPTER 3

3.11 Moment of a Force around a given axis

• Given a force, a position vector and a moment :

F

r

M0

O

L

A(x,y,z)

axis•We define moment MOL of F about OL: projection of the moment M0 onto the axis OL.•Projection of a vector onto an axis

POL= P ,

MOL= M0

(r x F)

MOL= (r x F)

Mixed Triple Product

Page 31: CHAPTER 3

In determinant form:

MOL=

x y z x y z Fx Fy Fz

Where x , y , z are direction cosines of OLx, y, z are coordinates of point of application of

FFx, Fy, Fz are components of F

Moment MOL:

Measures the tendency of F to impart to the rigid body rotation about a fixed axis OL

What is the difference between MOL and M0?

Page 32: CHAPTER 3

How is the moment of a force applied at A, about an axis, which does not pass through the origin obtained?

By choosing an arbitrary point B on the axis

FB

A

rA/B=rA-rB

O

L

Determine the projection on the axis BL of MB of F about B.

MBL= MB BL = BL(rA/B x F)

Page 33: CHAPTER 3

Moment MBL

FB

A

rA/B=rA-rB

O

L

MBL=

x y z xA/B yA/B zA/B Fx Fy Fz

Where xA/B=xA-xB, yA/B= yA-yB, zA/B= zA-zB

The result of the moment of F about the axis L is independent of the choice of the point B on the given axis.

Page 34: CHAPTER 3

Sample problem 3.5

• A force P acts on a cube of side a. Determine the moment of P:– a) about A– b) about AB– c) about AG

Page 35: CHAPTER 3

3.12 Moment of a couple

• Couple: Two forces F and -F having the same magnitude, parallel lines of action and opposite sense. The forces tend to make the body on which they act rotate.

-F

F

Page 36: CHAPTER 3

Being rA and rB the position vectors of the points of application of F and -F.

The sum of the moments of F and -F about O M=rA x F + rB x (-F)= (rA-rB) x F

M = r x FM= moment of a couple. It’s perpendicular to the plane containing the 2 forces. Its magnitude isIts sense is defined by the right hand rule

M=r F sin = F d

rA

FrB

-F

O

r

M

A

B

d

Page 37: CHAPTER 3

3.13 Equivalent Couples

• Two couples that have the same moment M are equivalents.

20 lb20 lb

6 inch

4 inch

4 inch

6 inch

4 inch

4 inch

30 lb

30 lb=

Equivalent systems

Page 38: CHAPTER 3

3.14 Addition of Couples

• Given two systems of couples: – F1 and -F1– F2 and -F2

• M1=r x F1

• M2=r x F2

• Resultant Moment M=M1+M2

Page 39: CHAPTER 3

3.15 Couples can be represented by vectors

• Instead of drawing actual forces:

• Draw an arrow equal in magnitude and direction to the moment M of the couple

M

“couple vector”

-F

F

Ox

y

z

Page 40: CHAPTER 3

• Couple vector:– is a free vector (point of application can be moved)

– can be resolved into components Mx, My, Mz

M

“couple vector”

Ox

y

z

Page 41: CHAPTER 3

3.16 Resolution of a given force into a force at O and a couple

• Consider F

F

OAr

•We’d rather have a force acting at O

F

- Fr

F F

O O

M0

• add 2 forces at O Mo=r x F

Force couple system

= =

Page 42: CHAPTER 3

F

OAr

F

- Fr

F F

O O

M0

Force couple system

= =

Conclusion: Any F acting on a rigid body can be moved to

an arbitrary point O provided that a couple is added whose moment is equal to the moment of F about O

Page 43: CHAPTER 3

F

OAr

F

O

M0

=

If F is moved from A to O’

A

O’s’

rr’

F

O

M0

A

O’s’

rr’=

•To move F from O to O’, it’s necessary to add a couple vector.

Mo’= r’ x F= (r + s) x F = (r x F) + (s x F)

Mo’ = MO + (s x F)

Page 44: CHAPTER 3

Sample problem 3.6

• Determine the components of a single couple equivalent to the couples shown in the figure (page 113).

Page 45: CHAPTER 3

3.17 Resolution of a system of forces to one force and a couple

• Any system of forces can be reduced to an equivalent force-couple system acting at a point O.

F1

F2

F3

M1

M2

M3

R

MoR

=

R= F, MoR= Mo= (r x F)

Page 46: CHAPTER 3

THE END…..

…….FOR CHAPTER 3