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2.6 Addition and Subtraction
                     of Cartesian Vectors
Example
Given: A = Axi + Ayj + AZk
and B = Bxi + Byj + BZk
Vector Addition
Resultant R = A + B
      = (Ax + Bx)i + (Ay + By )j + (AZ + BZ) k
Vector Substraction
Resultant R = A - B
      = (Ax - Bx)i + (Ay - By )j + (AZ - BZ) k
2.6 Addition and Subtraction
                  of Cartesian Vectors
 Concurrent Force Systems
 - Force resultant is the vector sum of all
 the forces in the system

     FR = ∑F = ∑Fxi + ∑Fyj + ∑Fzk

where ∑Fx , ∑Fy and ∑Fz represent the
 algebraic sums of the x, y and z or i, j or k
 components of each force in the system
2.6 Addition and Subtraction
               of Cartesian Vectors




Force, F that the tie down rope exerts on the
ground support at O is directed along the rope
Angles α, β and γ can be solved with axes x, y
and z
2.6 Addition and Subtraction
               of Cartesian Vectors




Cosines of their values forms a unit vector u that
acts in the direction of the rope
Force F has a magnitude of F
    F = Fu = Fcosαi + Fcosβj + Fcosγk
2.6 Addition and Subtraction
                of Cartesian Vectors
Example 2.8
Express the force F as Cartesian vector
2.6 Addition and Subtraction
                        of Cartesian Vectors
Solution
Since two angles are specified, the third
angle is found by
cos 2 α + cos 2 β + cos 2 γ = 1
cos 2 α + cos 2 60o + cos 2 45o = 1
cos α = 1 − (0.5) − (0.707 ) = ±0.5
                   2              2


Two possibilities exit, namely
α = cos −1 (0.5) = 60o   or    α = cos −1 (− 0.5) = 120o
2.6 Addition and Subtraction
                   of Cartesian Vectors
Solution
By inspection, α = 60° since Fx is in the +x
  direction
Given F = 200N
  F = Fcosαi + Fcosβj + Fcosγk
    = (200cos60°N)i + (200cos60°N)j
            + (200cos45°N)k
    = {100.0i + 100.0j + 141.4k}N
Checking: F = Fx2 + Fy2 + Fz2

           =   (100.0) + (100.0) + (141.4)
                     2         2         2
                                             = 200 N
2.6 Addition and Subtraction of
                  Cartesian Vectors
Example 2.9
Determine the magnitude and coordinate
direction angles of resultant force acting on
the ring
2.6 Addition and Subtraction
                        of Cartesian Vectors
Solution
Resultant force
   FR = ∑F
      = F1 + F2
      = {60j + 80k}kN
            + {50i - 100j + 100k}kN
      = {50j -40k + 180k}kN
Magnitude of FR is found by

             FR =    (50)2 + (− 40)2 + (180)2
             = 191.0 = 191kN
2.6 Addition and Subtraction
                  of Cartesian Vectors
Solution
Unit vector acting in the direction of FR
      uFR = FR /FR
          = (50/191.0)i + (40/191.0)j +
  (180/191.0)k
          = 0.1617i - 0.2094j + 0.9422k
So that
      cosα = 0.2617            α = 74.8°
      cos β = -0.2094          β = 102°
      cosγ = 0.9422            γ = 19.6°
*Note β > 90° since j component of uFR is negative
2.6 Addition and Subtraction
                   of Cartesian Vectors
Example 2.10
Express the force F1 as a Cartesian vector.
2.6 Addition and Subtraction
                 of Cartesian Vectors
Solution
The angles of 60° and 45° are not coordinate
direction angles.

By two successive applications of
parallelogram law,
2.6 Addition and Subtraction
                 of Cartesian Vectors
Solution
By trigonometry,
      F1z = 100sin60 °kN = 86.6kN
      F’ = 100cos60 °kN = 50kN
      F1x = 50cos45 °kN = 35.4kN
                     kN
      F1y = 50sin45 °kN = 35.4kN

F1y has a direction defined by –j,
Therefore
      F1 = {35.4i – 35.4j + 86.6k}kN
2.6 Addition and Subtraction
                         of Cartesian Vectors
Solution
Checking:
F1 = F12 + F12 + F12
       x     y     z


=   (35.4)2 + (− 35.4)2 + (86.6)2   = 100 N


Unit vector acting in the direction of F1
      u1 = F1 /F1
         = (35.4/100)i - (35.4/100)j + (86.6/100)k
         = 0.354i - 0.354j + 0.866k
2.6 Addition and Subtraction
                 of Cartesian Vectors
Solution
      α1 = cos-1(0.354) = 69.3°
      β1 = cos-1(-0.354) = 111°
      γ1 = cos-1(0.866) = 30.0°

Using the same method,
      F2 = {106i + 184j - 212k}kN
2.6 Addition and Subtraction
                    of Cartesian Vectors
Example 2.11
Two forces act on the hook. Specify the
coordinate direction angles of F2, so that the
resultant force FR acts along the positive y axis
and has a magnitude of 800N.
2.6 Addition and Subtraction
                of Cartesian Vectors
Solution
Cartesian vector form
FR = F1 + F2
F1 = F1cosα1i + F1cosβ1j + F1cosγ1k
   = (300cos45°N)i + (300cos60°N)j
            + (300cos120°N)k
   = {212.1i + 150j - 150k}N
F2 = F2xi + F2yj + F2zk
2.6 Addition and Subtraction
                      of Cartesian Vectors
Solution
Since FR has a magnitude of 800N and acts
in the +j direction
FR = F1 + F2
800j = 212.1i + 150j - 150k + F2xi + F2yj + F2zk
800j = (212.1 + F2x)i + (150 + F2y)j + (- 50 + F2z)k
To satisfy the equation, the corresponding
components on left and right sides must be equal
2.6 Addition and Subtraction
                     of Cartesian Vectors
Solution
Hence,
      0 = 212.1 + F2x F2x = -212.1N
      800 = 150 + F2y F2y = 650N
      0 = -150 + F2z        F2z = 150N
Since magnitude of F2 and its components
are known,
α1 = cos-1(-212.1/700) = 108°
β1 = cos-1(650/700) = 21.8°
γ1 = cos-1(150/700) = 77.6°

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6161103 11.7 stability of equilibrium
6161103 11.7 stability of equilibrium6161103 11.7 stability of equilibrium
6161103 11.7 stability of equilibrium
 
6161103 10.9 mass moment of inertia
6161103 10.9 mass moment of inertia6161103 10.9 mass moment of inertia
6161103 10.9 mass moment of inertia
 
6161103 10.4 moments of inertia for an area by integration
6161103 10.4 moments of inertia for an area by integration6161103 10.4 moments of inertia for an area by integration
6161103 10.4 moments of inertia for an area by integration
 
6161103 9.2 center of gravity and center of mass and centroid for a body
6161103 9.2 center of gravity and center of mass and centroid for a body6161103 9.2 center of gravity and center of mass and centroid for a body
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6161103 9.6 fluid pressure
6161103 9.6 fluid pressure6161103 9.6 fluid pressure
6161103 9.6 fluid pressure
 
6161103 9.3 composite bodies
6161103 9.3 composite bodies6161103 9.3 composite bodies
6161103 9.3 composite bodies
 
6161103 8.4 frictional forces on screws
6161103 8.4 frictional forces on screws6161103 8.4 frictional forces on screws
6161103 8.4 frictional forces on screws
 
6161103 8.3 wedges
6161103 8.3 wedges6161103 8.3 wedges
6161103 8.3 wedges
 
6161103 8.2 problems involving dry friction
6161103 8.2 problems involving dry friction6161103 8.2 problems involving dry friction
6161103 8.2 problems involving dry friction
 
6161103 7.3 relations between distributed load, shear and moment
6161103 7.3 relations between distributed load, shear and moment6161103 7.3 relations between distributed load, shear and moment
6161103 7.3 relations between distributed load, shear and moment
 
6161103 7.2 shear and moment equations and diagrams
6161103 7.2 shear and moment equations and diagrams6161103 7.2 shear and moment equations and diagrams
6161103 7.2 shear and moment equations and diagrams
 
6161103 7.1 internal forces developed in structural members
6161103 7.1 internal forces developed in structural members6161103 7.1 internal forces developed in structural members
6161103 7.1 internal forces developed in structural members
 
6161103 7.4 cables
6161103 7.4 cables6161103 7.4 cables
6161103 7.4 cables
 
6161103 6.6 frames and machines
6161103 6.6 frames and machines6161103 6.6 frames and machines
6161103 6.6 frames and machines
 
6161103 6.5 space trusses
6161103 6.5 space trusses6161103 6.5 space trusses
6161103 6.5 space trusses
 
6161103 6.4 the method of sections
6161103 6.4 the method of sections6161103 6.4 the method of sections
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6161103 6.3 zero force members
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6161103 2.6 addition and subtraction of cartesian vectors

  • 1. 2.6 Addition and Subtraction of Cartesian Vectors Example Given: A = Axi + Ayj + AZk and B = Bxi + Byj + BZk Vector Addition Resultant R = A + B = (Ax + Bx)i + (Ay + By )j + (AZ + BZ) k Vector Substraction Resultant R = A - B = (Ax - Bx)i + (Ay - By )j + (AZ - BZ) k
  • 2. 2.6 Addition and Subtraction of Cartesian Vectors Concurrent Force Systems - Force resultant is the vector sum of all the forces in the system FR = ∑F = ∑Fxi + ∑Fyj + ∑Fzk where ∑Fx , ∑Fy and ∑Fz represent the algebraic sums of the x, y and z or i, j or k components of each force in the system
  • 3. 2.6 Addition and Subtraction of Cartesian Vectors Force, F that the tie down rope exerts on the ground support at O is directed along the rope Angles α, β and γ can be solved with axes x, y and z
  • 4. 2.6 Addition and Subtraction of Cartesian Vectors Cosines of their values forms a unit vector u that acts in the direction of the rope Force F has a magnitude of F F = Fu = Fcosαi + Fcosβj + Fcosγk
  • 5. 2.6 Addition and Subtraction of Cartesian Vectors Example 2.8 Express the force F as Cartesian vector
  • 6. 2.6 Addition and Subtraction of Cartesian Vectors Solution Since two angles are specified, the third angle is found by cos 2 α + cos 2 β + cos 2 γ = 1 cos 2 α + cos 2 60o + cos 2 45o = 1 cos α = 1 − (0.5) − (0.707 ) = ±0.5 2 2 Two possibilities exit, namely α = cos −1 (0.5) = 60o or α = cos −1 (− 0.5) = 120o
  • 7. 2.6 Addition and Subtraction of Cartesian Vectors Solution By inspection, α = 60° since Fx is in the +x direction Given F = 200N F = Fcosαi + Fcosβj + Fcosγk = (200cos60°N)i + (200cos60°N)j + (200cos45°N)k = {100.0i + 100.0j + 141.4k}N Checking: F = Fx2 + Fy2 + Fz2 = (100.0) + (100.0) + (141.4) 2 2 2 = 200 N
  • 8. 2.6 Addition and Subtraction of Cartesian Vectors Example 2.9 Determine the magnitude and coordinate direction angles of resultant force acting on the ring
  • 9. 2.6 Addition and Subtraction of Cartesian Vectors Solution Resultant force FR = ∑F = F1 + F2 = {60j + 80k}kN + {50i - 100j + 100k}kN = {50j -40k + 180k}kN Magnitude of FR is found by FR = (50)2 + (− 40)2 + (180)2 = 191.0 = 191kN
  • 10. 2.6 Addition and Subtraction of Cartesian Vectors Solution Unit vector acting in the direction of FR uFR = FR /FR = (50/191.0)i + (40/191.0)j + (180/191.0)k = 0.1617i - 0.2094j + 0.9422k So that cosα = 0.2617 α = 74.8° cos β = -0.2094 β = 102° cosγ = 0.9422 γ = 19.6° *Note β > 90° since j component of uFR is negative
  • 11. 2.6 Addition and Subtraction of Cartesian Vectors Example 2.10 Express the force F1 as a Cartesian vector.
  • 12. 2.6 Addition and Subtraction of Cartesian Vectors Solution The angles of 60° and 45° are not coordinate direction angles. By two successive applications of parallelogram law,
  • 13. 2.6 Addition and Subtraction of Cartesian Vectors Solution By trigonometry, F1z = 100sin60 °kN = 86.6kN F’ = 100cos60 °kN = 50kN F1x = 50cos45 °kN = 35.4kN kN F1y = 50sin45 °kN = 35.4kN F1y has a direction defined by –j, Therefore F1 = {35.4i – 35.4j + 86.6k}kN
  • 14. 2.6 Addition and Subtraction of Cartesian Vectors Solution Checking: F1 = F12 + F12 + F12 x y z = (35.4)2 + (− 35.4)2 + (86.6)2 = 100 N Unit vector acting in the direction of F1 u1 = F1 /F1 = (35.4/100)i - (35.4/100)j + (86.6/100)k = 0.354i - 0.354j + 0.866k
  • 15. 2.6 Addition and Subtraction of Cartesian Vectors Solution α1 = cos-1(0.354) = 69.3° β1 = cos-1(-0.354) = 111° γ1 = cos-1(0.866) = 30.0° Using the same method, F2 = {106i + 184j - 212k}kN
  • 16. 2.6 Addition and Subtraction of Cartesian Vectors Example 2.11 Two forces act on the hook. Specify the coordinate direction angles of F2, so that the resultant force FR acts along the positive y axis and has a magnitude of 800N.
  • 17. 2.6 Addition and Subtraction of Cartesian Vectors Solution Cartesian vector form FR = F1 + F2 F1 = F1cosα1i + F1cosβ1j + F1cosγ1k = (300cos45°N)i + (300cos60°N)j + (300cos120°N)k = {212.1i + 150j - 150k}N F2 = F2xi + F2yj + F2zk
  • 18. 2.6 Addition and Subtraction of Cartesian Vectors Solution Since FR has a magnitude of 800N and acts in the +j direction FR = F1 + F2 800j = 212.1i + 150j - 150k + F2xi + F2yj + F2zk 800j = (212.1 + F2x)i + (150 + F2y)j + (- 50 + F2z)k To satisfy the equation, the corresponding components on left and right sides must be equal
  • 19. 2.6 Addition and Subtraction of Cartesian Vectors Solution Hence, 0 = 212.1 + F2x F2x = -212.1N 800 = 150 + F2y F2y = 650N 0 = -150 + F2z F2z = 150N Since magnitude of F2 and its components are known, α1 = cos-1(-212.1/700) = 108° β1 = cos-1(650/700) = 21.8° γ1 = cos-1(150/700) = 77.6°