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ENGR-1100 Introduction to Engineering Analysis

ENGR-1100 Introduction to Engineering Analysis. Lecture 9. Previous Lecture Outline. Moment of a force. Principle of moments and Varignon’s law. Lecture Outline. Vector representation of a moment: - Moment of a force about a point. -Moment of a force about a line. Right-Hand System .

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ENGR-1100 Introduction to Engineering Analysis

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  1. ENGR-1100 Introduction to Engineering Analysis Lecture 9

  2. Previous Lecture Outline • Moment of a force. • Principle of moments and Varignon’s law.

  3. Lecture Outline • Vector representation of a moment: • - Moment of a force about a point. • -Moment of a force about a line.

  4. Right-Hand System The Cartesian coordinates axes are arranged as a right-hand system.

  5. Multiplication of Cartesian Vectors • The scalar (or dot) product. • The vector (or cross) product.

  6. A q B 0< q <1800 The Scalar (or dot) Product The scalar product of two intersecting vectors A•B=B•A=AB cos(q) A•B = Ax Bx + Ay By + Az Bz The angle between the vectors can be found by doing the dot product and dividing the result by the scalar component of AB

  7. 0< q <1800 The vector (or cross) product The vector product of two intersecting vectors A and B, by definition, yields a vector C that has the magnitude that is the product of the magnitude of vectors A and B and the sine of the angle between them with a direction that is perpendicular to the plane containing vectors A and B. AxB=-BxA=(AB sin(q))ec C B q A

  8. It is often more convenient to use the vector approach to simplify moment calculation.  O r d F a Vector Representation of a Moment A M0=r X F = | r || F |sin a e Where: r is the position vector from point O to a point A on the line if action of the forceF. e – unit vector perpendicular to plane containing r and F.

  9. O r2 d r1 F a2 A1 a1 A2 Does the moment depends on the location of point A along the line of action of F? d = r1sin a1 = r2sin a2 M0=r X F = | r || F |sin a e =F (rsin a) e =F d e

  10. z F The location of point A A rAB rA= xAi+ yAj+ zA k B rB rA zA zB The location of point B y xB yB rB= xBi+ yBj+ zB k xA yA Since: x rA= rB+ rAB Finding the Position Vector r= rAB = rA-rB= (xAi+ yAj+ zA k ) - (xBi+ yBj+ zB k ) = (xA- xB) i+ (yA- yB) j+ (zA- zB) k

  11. y F A r j O x i i j k rx ry 0 Fx Fy 0 M0= = (rx Fy - ry Fx)k= Mzk (rx Fy - ry Fx)k= Mzk Two Dimensional Case F= Fxi+ Fyj r= rxi+ ryj M0=r X F = (rxi+ ryj) X (Fxi+ Fyj) = rx Fx(ix i ) + rx Fy(ix j ) + ry Fx(jx i ) + ry Fy(jx j ) =

  12. z k r A O y i j x Three Dimensional Case F F= Fxi+ Fyj+ Fzk r= rxi+ ryj + rzk M0=r X F = (ryFz-rzFy)i+(rzFx-rxFz)j +(rxFy-ryFx)k = Mxi +Myj +Mzk

  13. We can also use the determinant form: The scalar components of the moment: i j k rx ry rz Fx Fy Fz Mx= (ryFz-rzFy) My=(rzFx-rxFz) Mz= (rxFy-ryFx) M0= = (ryFz-rzFy)i+(rzFx-rxFz)j +(rxFy-ryFx)k = Mxi +Myj +Mzk M0=r X F = (ryFz-rzFy)i+(rzFx-rxFz)j +(rxFy-ryFx)k = Mxi +Myj +Mzk

  14. |Mo|= Mx2 + My2 + Mz2 The magnitude of the moment: The moment can also be written as: Mo=M0 e Where: e=cos (qx) i+ cos (qy) j +cos (qz) k The direction: qx=cos-1(Mx/M); qy=cos-1(My/M); qz=cos-1(Mz/M);

  15. F z rB=rA+rBA B rBA A M0=(rA+rBA) X F = rA rB k O y i j M0= (rAX F) x The position vector can be drawn to any point on the line of action of the force Does the moment depend on the location of the point along the line of action of F in the three dimensional case? M0=rB X F M0= (rAX F)+(rBAX F ) But rBA is collinear with F

  16. The principle of a moment; proof M0=r X F But: R =F1+F2 …. Fn Therefore: M0= r X R= r X ( F1+F2 …. Fn )= (r XF1)+(r X F2 )+..…+(r XFn ) Thus: M0=MR=M1+M2+…..+Mn

  17. z B F 13 in O y 12 in 15 in A x P4-47 Example P4-47 A force with magnitude of 928 lb acts at a point in a body as shown in Fig P4-47. Determine the moment of the force about point O.

  18. z B F 13 in Fz= F cos(qz) =928 *{13/23.2}=520.1 lb O y 12 in 15 in rOB= 13k[in] A x Solution dAB= 122 +152 +132 =23.3 in Fx= F cos(qx) =928 *{(–12)/23.2}=-480 lb Fy= F cos(qy) = 928 *{(–15)/23.2}=-600 lb F= -480i - 600j+ 520.1k[lb]

  19. z B i j k 0013 -480-600520 F 13 in M0= O y 12 in 15 in A x F= -480i - 600j+ 520.1k lb rOB= 13kin M0= [0-13*(-600)] i - [0-13*(-480)] j +0 k M0= 7800i - 6240jlb•in

  20. Class Assignment: Exercise set 4-48 please submit to TA at the end of the lecture A force with a magnitude of 860 N acts at a point in a body as shown in Fig. P4-48. Determine  a) The moment of the force about point C. b)The perpendicular distance from the line of action of the force to point C. • Solution: • Mc=283i -155.7j +119.7k Nm • d=0.401m

  21. B en MOB=(MOen) en =[(rXF) en] en= MOBen A moment of a force about a line

  22. MOB= MOen = (rXF) en = en i j k rx ry rz Fx Fy Fz enxeny enz rx ry rz Fx Fy Fz MOB= MOen = (rXF) en = Where: enx, eny and enz are the Cartesian components of the unit vector MOB=(MOen) en =[(rXF) en] en= MOBen

  23. B C 200 mm F O y 220 mm 240 mm A x Example P4-62 The magnitude of the force Fin the figure is 595 N. Determine the scalar component of the moment at point O about line OC.

  24. dAB= 2202 +2002 =297.3 mm Fz= F cos(qz) =595 *{–200/297.3} = 400.2 N Solution Fx= F cos(qx) =595 *{(–220)/297.3} = -440.3 N Fy= F cos(qy) = 595 *{0/297.3}=0 N F= -440.3i +0 j + 400.2kN rOA = 220 i+ 240 jmm

  25. i j k 220 240 0 -440.3 0 400.2 M0= F= -440.3i +0 j + 400.2kN rOA = 220 i+ 240 jmm M0= [240*400.2-0] i - [220*400.2-0] j + [0-240*(-400.2)] k Nmm M0= 96i - 88j + 105.7kNm

  26. dOC= 2202 +2002 =297.3 mm z M0= 96i - 88j + 105.7kNm Mo B C 200 mm F O y 220 mm eOC= 220/297.3i +0 j + 200/297.3k 240 mm A x eOC= 0.74i +0 j + 0.673k MOC= MOeOC = 96*0.74-88*0 +105.7*0.673 MOC= 142.2 Nm

  27. Class Assignment: Exercise set 4-61 please submit to TA at the end of the lecture The magnitude of the force Fin Fig. P4-61 is 450 lb. Determine the scalar component of the moment at point B about line BC. Solution: MBC=2.78 in.kip

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