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1331638032.0715Force System 1

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Statics GE 210 Level 4 Force System Moment and couples in 2 and 3 dimensions Presentation by • Instructor: . دا ب ع ن م ح ر لءا ا ب ض م ن م ح ر لLecturer Department of Civil Engineering College of Engineering University of Majmaah, Majmaah 1
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Page 1: 1331638032.0715Force System 1

Statics GE 210

Level 4Force System

Moment and couples in 2 and 3 dimensions

Presentation by

• Instructor: لرحمن. عبدا الرحمن ضياء مLecturer Department of Civil EngineeringCollege of EngineeringUniversity of Majmaah, Majmaah

1

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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 moment of a couple.• Determine the resultants of non-concurrent force

systems• Reduce a simple distributed loading to a resultant force

having a specified location

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Chapter Outline

1. Moment of a Force – Scalar Formation2. Cross Product3. Moment of Force – Vector Formulation4. Principle of Moments5. Moment of a Force about a Specified Axis6. Moment of a Couple7. Simplification of a Force and Couple System8. Further Simplification of a Force and Couple System9. Reduction of a Simple Distributed Loading

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4.1 Moment of a Force – Scalar Formation

• Moment of a force about a point or axis – a measure of the tendency of the force to cause a body to rotate about the point or axis

• Torque – tendency of rotation caused by Fx or simple moment (Mo) z

4

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4.1 Moment of a Force – Scalar Formation

Magnitude• For magnitude of MO,

MO = Fd (Nm)where d = perpendicular distance from O to its line of action of force

Direction• Direction using “right hand rule”

5

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4.1 Moment of a Force – Scalar Formation

Resultant Moment • Resultant moment, MRo = moments of all the forces

MRo = ∑Fd

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Example 4.1

For each case, determine the moment of the force about point O.

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Solution

Line of action is extended as a dashed line to establish moment arm d.Tendency to rotate is indicated and the orbit is shown as a colored curl.

)(.200)2)(100()( CWmNmNMa o

8

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Solution

)(.5.37)75.0)(50()( CWmNmNMb o

)(.229)30cos24)(40()( CWmNmmNMc o

9

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Solution

)(.4.42)45sin1)(60()( CCWmNmNMd o

)(.0.21)14)(7()( CCWmkNmmkNMe o

10

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4.2 Cross Product

• Cross product of two vectors A and B yields C, which is written as

C = A X BMagnitude • Magnitude of C is the product of

the magnitudes of A and B • For angle θ, 0° ≤ θ ≤ 180°

C = AB sinθ

11

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4.2 Cross Product

Direction • Vector C has a direction that is perpendicular to the

plane containing A and B such that C is specified by the right hand rule

• Expressing vector C when magnitude and direction are known

C = A X B = (AB sinθ)uC

12

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4.2 Cross Product

Laws of Operations1. Commutative law is not valid

A X B ≠ B X ARather,

A X B = - B X A• Cross product A X B yields a

vector opposite in direction to C

B X A = -C

13

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4.2 Cross Product

Laws of Operations2. Multiplication by a Scalar

a( A X B ) = (aA) X B = A X (aB) = ( A X B )a

3. Distributive Law A X ( B + D ) = ( A X B ) + ( A X D )

• Proper order of the cross product must be maintained since they are not commutative

14

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4.2 Cross Product

Cartesian Vector Formulation• Use C = AB sinθ on pair of Cartesian unit vectors• A more compact determinant in the form as

zyx

zyx

BBBAAAkji

BXA

15

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4.3 Moment of Force - Vector Formulation

• Moment of force F about point O can be expressed using cross product

MO = r X F

Magnitude• For magnitude of cross product,

MO = rF sinθ• Treat r as a sliding vector. Since d = r sinθ,

MO = rF sinθ = F (rsinθ) = Fd

16

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4.3 Moment of Force - Vector Formulation

Direction• Direction and sense of MO are determined by right-

hand rule *Note:

- “curl” of the fingers indicates the sense of rotation- Maintain proper order of r and F since cross product is not commutative

17

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4.3 Moment of Force - Vector Formulation

Principle of Transmissibility• For force F applied at any point A, moment created

about O is MO = rA x F • F has the properties of a sliding vector, thus

MO = r1 X F = r2 X F = r3 X F

18

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4.3 Moment of Force - Vector Formulation

Cartesian Vector Formulation• For force expressed in Cartesian form,

• With the determinant expended, MO = (ryFz – rzFy)i – (rxFz - rzFx)j + (rxFy – yFx)k

zyx

zyxO

FFFrrrkji

FXrM

19

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4.3 Moment of Force - Vector Formulation

Resultant Moment of a System of Forces• Resultant moment of forces about point O can be

determined by vector addition

MRo = ∑(r x F)

20

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Example 4.4

Two forces act on the rod. Determine the resultant moment they create about the flange at O. Express the result as a Cartesian vector.

21

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Solution

Position vectors are directed from point O to each force as shown.These vectors are

The resultant moment about O is

m 254

m 5kjir

jr

B

A

mkN 604030

304080254

204060050

kji

kjikji

FrFrFrM BAO

22

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4.4 Principles of Moments

• Also known as Varignon’s Theorem“Moment of a force about a point is equal to the sum of the moments of the forces’ components about the point”

• Since F = F1 + F2,

MO = r X F = r X (F1 + F2) = r X F1 + r X F2

23

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Example 4.5

Determine the moment of the force about point O.

24

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Solution

The moment arm d can be found from trigonometry,

Thus,

Since the force tends to rotate or orbit clockwise about point O, the moment is directed into the page.

m 898.275sin3 d

mkN 5.14898.25 FdMO

25

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4.5 Moment of a Force about a Specified Axis

• For moment of a force about a point, the moment and its axis is always perpendicular to the plane

• A scalar or vector analysis is used to find the component of the moment along a specified axis that passes through the point

26

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4.5 Moment of a Force about a Specified Axis

Scalar Analysis• According to the right-hand rule, My is directed along

the positive y axis• For any axis, the moment is

• Force will not contribute a moment if force line of action is parallel or passes through the axis

aa FdM

27

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4.5 Moment of a Force about a Specified Axis

Vector Analysis• For magnitude of MA,

MA = MOcosθ = MO·ua

where ua = unit vector

• In determinant form,

zyx

zyx

azayax

axa

FFFrrruuu

FXruM )(

28

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Example 4.8

Determine the moment produced by the force F which tends to rotate the rod about the AB axis.

29

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Solution

Unit vector defines the direction of the AB axis of the rod, where

For simplicity, choose rD

The force is

m6.0 irD

jijirruB

BB 4472.08944.0

2.04.0

2.04.022

N 300kF

30

Page 31: 1331638032.0715Force System 1

4.6 Moment of a Couple

• Couple – two parallel forces – same magnitude but opposite direction– separated by perpendicular distance d

• Resultant force = 0 • Tendency to rotate in specified direction• Couple moment = sum of moments of both couple

forces about any arbitrary point

Slide 85

31

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4.6 Moment of a Couple

Scalar Formulation• Magnitude of couple moment

M = Fd• Direction and sense are determined by right hand rule• M acts perpendicular to plane containing the forces

32

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4.6 Moment of a Couple

Vector Formulation• For couple moment,

M = r X F• If moments are taken about point A, moment of –F is

zero about this point• r is crossed with the force to which it is directed

33

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4.6 Moment of a Couple

Equivalent Couples• 2 couples are equivalent if they produce the same

moment• Forces of equal couples lie on the same plane or plane

parallel to one another

34

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4.6 Moment of a Couple

Resultant Couple Moment• Couple moments are free vectors and may be applied

to any point P and added vectorially• For resultant moment of two couples at point P,

MR = M1 + M2

• For more than 2 moments,MR = ∑(r X F)

35

Page 36: 1331638032.0715Force System 1

Example 4.12

Determine the couple moment acting on the pipe. Segment AB is directed 30° below the x–y plane.

36

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SOLUTION I (VECTOR ANALYSIS)

Take moment about point O, M = rA X (-250k) + rB X (250k)

= (0.8j) X (-250k) + (0.66cos30ºi + 0.8j – 0.6sin30ºk) X (250k) = {-130j}N.cm Take moment about point AM = rAB X (250k)

= (0.6cos30°i – 0.6sin30°k) X (250k) = {-130j}N.cm

37

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SOLUTION II (SCALAR ANALYSIS)

Take moment about point A or B, M = Fd = 250N(0.5196m)

= 129.9N.cmApply right hand rule, M acts in the –j direction M = {-130j}N.cm

38

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4.7 Simplification of a Force and Couple System

• An equivalent system is when the external effects are the same as those caused by the original force and couple moment system

• External effects of a system is the translating and rotating motion of the body

• Or refers to the reactive forces at the supports if the body is held fixed

39

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4.7 Simplification of a Force and Couple System

• Equivalent resultant force acting at point O and a resultant couple moment is expressed as

• If force system lies in the x–y plane and couple moments are perpendicular to this plane,

MMM

FF

OOR

R

MMM

FF

FF

OOR

yyR

xxR

40

Page 41: 1331638032.0715Force System 1

4.7 Simplification of a Force and Couple System

Procedure for Analysis1. Establish the coordinate axes with the origin located at

point O and the axes having a selected orientation2. Force Summation3. Moment Summation

41

Page 42: 1331638032.0715Force System 1

Example 4.16

A structural member is subjected to a couple moment M and forces F1 and F2. Replace this system with an equivalent resultant force and couple moment acting at its base, point O.

42

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Solution

Express the forces and couple moments as Cartesian vectors.

mNkjkjM

Njiji

rrNuNF

NkF

CB

CBCB

.}300400{53500

54500

}4.1666.249{)1.0()15.0(

1.015.0300

)300()300(

}800{

22

2

1

43

Page 44: 1331638032.0715Force System 1

Solution

Force Summation.

mNkji

kjikXkkj

FXrFXrMMMM

Nkji

jikFFF

FF

BCOCRo

R

R

.}300650166{

04.1666.24911.015.0)800()1()300400(

}8004.1666.249{

4.1666.249800

;

21

21

44

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4.8 Further Simplification of a Force and Couple System

Concurrent Force System• A concurrent force system is where lines of action of

all the forces intersect at a common point O

FFR45

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4.8 Further Simplification of a Force and Couple System

Coplanar Force System• Lines of action of all the forces lie in the same plane • Resultant force of this system also lies in this plane

46

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4.8 Further Simplification of a Force and Couple System

Parallel Force System• Consists of forces that are all parallel to the z axis• Resultant force at point O must also be parallel to this

axis

47

Page 48: 1331638032.0715Force System 1

4.8 Further Simplification of a Force and Couple System

Reduction to a Wrench• 3-D force and couple moment system have an

equivalent resultant force acting at point O • Resultant couple moment not perpendicular to one

another

48

Page 49: 1331638032.0715Force System 1

Example 4.18

The jib crane is subjected to three coplanar forces. Replace this loading by an equivalent resultant force and specify where the resultant’s line of action intersects the column AB and boom BC.

49

Page 50: 1331638032.0715Force System 1

Solution

Force Summation

NkN

kNNF

FFkNkN

kNkNF

FF

Ry

yRy

Rx

xRx

60.260.2

6.0545.2

;25.325.3

75.1535.2

;

50

Page 51: 1331638032.0715Force System 1

Solution

For magnitude of resultant force,

For direction of resultant force,

16.4

)60.2()25.3()()( 2222

RyRxR

kN

FFF

7.38

25.360.2tantan 11

Rx

Ry

FF

51

Page 52: 1331638032.0715Force System 1

Solution

Moment Summation Summation of moments about point A,

my

mkNmkN

mkNmknkNykN

MM ARA

458.0

)6.1(5450.2)2.2(

5350.2

)6.0(6.0)1(75.1)0(60.2)(25.3

;

52

Page 53: 1331638032.0715Force System 1

Solution

Moment Summation Principle of Transmissibility

mx

mkNmkN

mkNmknxkNmkN

MM ARA

177.2

)6.1(5450.2)2.2(

5350.2

)6.0(6.0)1(75.1)(60.2)2.2(25.3

;

53

Page 54: 1331638032.0715Force System 1

4.9 Reduction of a Simple Distributed Loading

• Large surface area of a body may be subjected to distributed loadings

• Loadings on the surface is defined as pressure• Pressure is measured in Pascal (Pa): 1 Pa = 1N/m2

Uniform Loading Along a Single Axis• Most common type of distributed

loading is uniform along a single axis

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4.9 Reduction of a Simple Distributed Loading

Magnitude of Resultant Force• Magnitude of dF is determined from differential area dA

under the loading curve. • For length L,

• Magnitude of the resultant force is equal to the total area A under the loading diagram.

AdAdxxwFAL

R

55

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4.9 Reduction of a Simple Distributed Loading

Location of Resultant Force • MR = ∑MO

• dF produces a moment of xdF = x w(x) dx about O• For the entire plate,

• Solving for

L

RORo dxxxwFxMM )(

x

A

A

L

L

dA

xdA

dxxw

dxxxwx

)(

)(

56

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Example 4.21

Determine the magnitude and location of the equivalent resultant force acting on the shaft.

57

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Solution

For the colored differential area element,

For resultant force

dxxwdxdA 260

N

x

dxxdAF

FF

AR

R

160

30

3260

360

60

;

332

0

3

2

0

2

58

Page 59: 1331638032.0715Force System 1

Solution

For location of line of action,

Checking,

mmax

mNmabA

5.1)2(43

43

1603

)/240(23

m

xdxxx

dA

xdAx

A

A

5.1

16040

4260

1604

60

160

)60(442

0

42

0

2

59

Page 60: 1331638032.0715Force System 1

QUIZ

1. What is the moment of the 10 N force about point A (MA)?

A) 3 N·m B) 36 N·m C) 12 N·mD) (12/3) N·m E) 7 N·m

2. The moment of force F about point O is defined as MO = ___________ .

A) r x F B) F x rC) r • F D) r * F

• Ad = 3 m

F = 12 N

60

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QUIZ

3. If a force of magnitude F can be applied in 4 different 2-D configurations (P,Q,R, & S), select the cases resulting in the maximum and minimum torque values on the nut. (Max, Min).

A) (Q, P) B) (R, S)C) (P, R) D) (Q, S)

4. If M = r F, then what will be the value of M • r ?A) 0 B) 1C) r2F D) None of the above.

RP Q

S

61

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QUIZ

5. Using the CCW direction as positive, the net moment of the two forces about point P is

A) 10 N ·m B) 20 N ·m C) - 20 N ·m D) 40 N ·m E) - 40 N ·m

6. If r = { 5 j } m and F = { 10 k } N, the moment r x F equals { _______ } N·m. A) 50 i B) 50 j C) –50 i D) – 50 j E) 0

10 N3 m P 2 m 5 N

62

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QUIZ

7. When determining the moment of a force about a specified axis, the axis must be along _____________.

A) the x axis B) the y axis C) the z axisD) any line in 3-D space E) any line in the x-y plane

8. The triple scalar product u • ( r F ) results in A) a scalar quantity ( + or - )B) a vector quantity.C) zero. D) a unit vector. E) an imaginary number.

63

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QUIZ

9. The vector operation (P Q) • R equals A) P (Q • R). B) R • (P Q). C) (P • R) (Q • R). D) (P R) • (Q R ).10. The force F is acting along DC. Using the triple

product to determine the moment of F about the bar BA, you could use any of the following position vectors except

A) rBC B) rAD C) rAC

D) rDB E) rBD 64

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QUIZ

11. For finding the moment of the force F about the x-axis, the position vector in the triple scalar product should be ___ .

A) rAC B) rBA

C) rAB D) rBC

12. If r = {1 i + 2 j} m and F = {10 i + 20 j + 30 k} N, then the moment of F about the y-axis is ____ N·m.

A) 10 B) -30C) -40 D) None of the above.

65

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QUIZ

13. In statics, a couple is defined as __________ separated by a perpendicular distance.

A) two forces in the same directionB) two forces of equal magnitudeC) two forces of equal magnitude acting in the same

directionD) two forces of equal magnitude acting in opposite

directions

14. The moment of a couple is called a _____ vector.A) Free B) SpinC) Romantic D) Sliding

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QUIZ

15. F1 and F2 form a couple. The moment of the couple is given by ____ .

A) r1 F1 B) r2 F1C) F2 r1 D) r2 F2

16. If three couples act on a body, the overall result is that A) The net force is not equal to 0.B) The net force and net moment are equal to 0.C) The net moment equals 0 but the net force is not

necessarily equal to 0.D) The net force equals 0 but the net moment is not

necessarily equal to 0 .

F1

r1

F 2

r2

67

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QUIZ

17. A general system of forces and couple moments acting on a rigid body can be reduced to a ___ .

A) single force B) single moment C) single force and two moments D) single force and a single moment18. The original force and couple system and an

equivalent force-couple system have the same _____ effect on a body.

A) internal B) external C) internal and external D) microscopic

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QUIZ

18. The forces on the pole can be reduced to a single force and a single moment at point ____ .

A) P B) Q C) R D) S E) Any of these points.

19. Consider two couples acting on a body. The simplest possible equivalent system at any arbitrary point on the body will have

A) One force and one couple moment. B) One force. C) One couple moment. D) Two couple moments.

R

ZS

Q

P

XY

69

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QUIZ

20. Consider three couples acting on a body. Equivalent systems will be _______ at different points on the body.

A) Different when located B) The same even when located C) Zero when located D) None of the above.

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QUIZ

21. The resultant force (FR) due to a distributed load is equivalent to the _____ under the distributed loading curve, w = w(x).

A) Centroid B) Arc lengthC) Area D) Volume

22. The line of action of the distributed load’s equivalent force passes through the ______ of the distributed load.

A) Centroid B) Mid-pointC) Left edge D) Right edge

x

w

FR

Distributed load curvey

71

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QUIZ

23. What is the location of FR, i.e., the distance d?

A) 2 m B) 3 m C) 4 mD) 5 m E) 6 m

24. If F1 = 1 N, x1 = 1 m, F2 = 2 N and x2 = 2 m, what is the location of FR, i.e., the distance x.

A) 1 m B) 1.33 m C) 1.5 mD) 1.67 m E) 2 m

FR

BAd

BA3 m 3 m

FRxF2F1

x1

x2

72

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QUIZ

25. FR = ____________

A) 12 N B) 100 NC) 600 N D) 1200 N

26. x = __________.A) 3 m B) 4 mC) 6 m D) 8 m

100 N/m

12 m

x

FR

73


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