1 / 46

CHAPTER 3

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

linda-pratt
Download Presentation

CHAPTER 3

An Image/Link below is provided (as is) to download presentation Download Policy: Content on the Website is provided to you AS IS for your information and personal use and may not be sold / licensed / shared on other websites without getting consent from its author. Content is provided to you AS IS for your information and personal use only. Download presentation by click this link. While downloading, if for some reason you are not able to download a presentation, the publisher may have deleted the file from their server. During download, if you can't get a presentation, the file might be deleted by the publisher.

E N D

Presentation Transcript


  1. CHAPTER 3 RIGID BODIES: EQUIVALENT SYSTEM OF FORCES

  2. 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

  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.

  4. 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.

  5. Examples of external Forces 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 FBD F W R1 R2

  6. 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.

  7. 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.

  8. Principle of transmissibility Conditions of motion are unaffected. F and F’ are equivalent F F’ = W W R1 R1 R2 R2

  9. 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 Vis 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. V=PxQ Q  P

  10. Vector product • The magnitude of V is also equal to the area of the parallelogram that has P and Q for sides. A1 V=PxQ V A2 V=PxQ’ Q Q’ P V=P x Q=P x Q’

  11. Other properties of vector product: • Commutative: • Distributive: • Associative Property: NO • Q x PP x Q P x (Q1+Q2) = P x Q1 +P x Q2 YES NO (P x Q) x SP x (Q x S)

  12. 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 y j i k x z (+):CCW j k i (-):CW

  13. 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

  14. Vx=(PyQz-PzQy) • Vy=(PzQx-PxQz) • Vz=(PxQy-PyQx) The right hand members represent the expansion of a determinant. ijk Px Py Pz Qx Qy Qz ijkij Px Py Pz Px Py Qx Qy Qz Qx Qy V= (-) (+)

  15. 3.6 Moment of a Force around a point • 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. M0 F O r A d  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.

  16. Units of Moment • SI: Nm • US Units: lb ft or lb in

  17. 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’

  18. 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+…

  19. 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=Fxi +Fyj +Fzk M0= r x F

  20. Rectangular components of the moment of a force ijkij x y zx 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) Mz=(xFy- y Fx) My=(z Fx-x Fz)

  21. 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.

  22. 3.9 Scalar product of 2 vectors • The scalar product, (or dot product) of two vectors is defined as: PQ= P Q cos  (scalar) • Satisfies: • Commutative Property: PQ= Q P • Distributive Property: P (Q1 + Q2)= PQ1+PQ2

  23. Scalar product of 2 vectors • The scalar product of 2 vectors P and Q can be expressed as: • PQ=(Pxi + Pyj + Pzk) (Qxi + Qyj + Qzk) • And ij= 0, jk= 0, ki= 0 ii= 1, jj= 1, kk= 1 • Therefore: • PQ = PxQx + PyQy + PzQz

  24. Special Case • P=Q • PP = Px Px + PyPy + PzPz =P2

  25. Applications • 1) To determine the angle between two vectors • P Q cos  =PxQx + PyQy + PzQz • Solving for cos … • cos = PxQx + PyQy + PzQz P Q

  26. 2nd Application: Projection of a vector in a given axis 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) L axis y A Q P  O x z • Consider Q directed along the axis OL: PQ= POL Q POL= PQ Q • PQ= P Q cos  = POL Q POL

  27. PQ Q POL=  POL= P, POL= Px x+Py y+Pz z

  28. 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) (+) If the vectors are read ccw order or circular permutation (-) cw direction P S Q S Q P

  29. 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: Sx Sy Sz Px Py Pz Qx Qy Qz S (P x Q)= Application of triple product

  30. 3.11 Moment of a Force around a given axis • Given a force, a position vector and a moment : L 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 M0 F POL= P,  A(x,y,z) r MOL= M0 O (r x F) Mixed Triple Product MOL=  (r x F)

  31. In determinant form: Moment MOL:Measures the tendency of F to impart to the rigid body rotation about a fixed axis OL xyz x y z Fx Fy Fz MOL= Wherex , y , z are direction cosines of OL x, y, z are coordinates of point of application of F Fx, Fy, Fz are components of F What is the difference between MOL andM0?

  32. 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 L rA/B=rA-rB  B F A O Determine the projection on the axis BL of MB of F about B. MBL= MBBL = BL(rA/B x F)

  33. Moment MBL L rA/B=rA-rB  B xyz xA/B yA/B zA/B Fx Fy Fz F A MBL= O 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.

  34. 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

  35. 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

  36. B r -F M  F rB A rA O Being rA and rB the position vectors of the points of application of F and -F. d 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 F M= moment of a couple. It’s perpendicular to the plane containing the 2 forces. Its magnitude is Its sense is defined by the right hand rule M=r F sin = F d

  37. 3.13 Equivalent Couples • Two couples that have the same moment M are equivalents. Equivalent systems = 4 inch 4 inch 30 lb 4 inch 4 inch 30 lb 20 lb 6 inch 6 inch 20 lb

  38. 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

  39. 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 -F F y M “couple vector” x O z

  40. Couple vector: • is a free vector (point of application can be moved) • can be resolved into components Mx, My, Mz y M “couple vector” x O z

  41. 3.16 Resolution of a given force into a force at O and a couple • Consider F • We’d rather have a force acting at O Mo=r x F • add 2 forces at O M0 F F F F = = r O A O O r - F Force couple system

  42. 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 M0 F F F F = = r O A O O r - F Force couple system

  43. If F is moved from A to O’ M0 F F A A F r r = = r A O r’ O r’ O s’ O’ s’ O’ M0 • 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)

  44. Sample problem 3.6 • Determine the components of a single couple equivalent to the couples shown in the figure (page 113).

  45. 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. M1 MoR M2 F2 F1 R = F3 M3 R= F, MoR= Mo= (r x F)

  46. THE END….. …….FOR CHAPTER 3

More Related