SlideShare a Scribd company logo
1 of 74
Download to read offline
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°
2.7 Position Vectors
x,y,z Coordinates
- Right-handed coordinate system
- Positive z axis points upwards, measuring
the height of an object or the altitude of a
point
- Points are measured relative to the
origin, O.
2.7 Position Vectors
x,y,z Coordinates
Eg: For Point A, xA = +4m along the x axis,
yA = -6m along the y axis and zA = -6m
along the z axis. Thus, A (4, 2, -6)
Similarly, B (0, 2, 0) and C (6, -1, 4)
2.7 Position Vectors
Position Vector
- Position vector r is defined as a fixed vector
which locates a point in space relative to another
point.
Eg: If r extends from the
origin, O to point P (x, y, z)
then, in Cartesian vector
form
          r = xi + yj + zk
2.7 Position Vectors
  Position Vector
Note the head to tail vector addition of the
three components




Start at origin O, one travels x in the +i direction,
y in the +j direction and z in the +k direction,
arriving at point P (x, y, z)
2.7 Position Vectors
  Position Vector
  - Position vector maybe directed from point A to
  point B
  - Designated by r or rAB

Vector addition gives
             rA + r = rB
Solving
   r = rB – rA = (xB – xA)i + (yB – yA)j + (zB –zA)k
or    r = (xB – xA)i + (yB – yA)j + (zB –zA)k
2.7 Position Vectors
  Position Vector
  - The i, j, k components of the positive vector r
  may be formed by taking the coordinates of the
  tail, A (xA, yA, zA) and subtract them from the
  head B (xB, yB, zB)




Note the head to tail vector addition of the
three components
2.7 Position Vectors

Length and direction of
cable AB can be found by
measuring A and B using
the x, y, z axes
Position vector r can be
established
Magnitude r represent
the length of cable
2.7 Position Vectors


Angles, α, β and γ
represent the direction
of the cable
Unit vector, u = r/r
2.7 Position Vectors

Example 2.12
An elastic rubber band is
attached to points A and B.
Determine its length and
  its
direction measured from A
towards B.
2.7 Position Vectors
Solution
Position vector
  r = [-2m – 1m]i + [2m – 0]j + [3m – (-3m)]k
    = {-3i + 2j + 6k}m
Magnitude = length of the rubber band
        r=   (− 3)2 + (2)2 + (6)2   = 7m
Unit vector in the director of r
  u = r /r
    = -3/7i + 2/7j + 6/7k
2.7 Position Vectors
Solution
      α = cos-1(-3/7) = 115°
      β = cos-1(2/7) = 73.4°
      γ = cos-1(6/7) = 31.0°
2.8 Force Vector Directed
               along a Line
  In 3D problems, direction of F is specified by
  2 points, through which its line of action lies
  F can be formulated as a Cartesian vector

      F = F u = F (r/r)

Note that F has units of
forces (N) unlike r, with
units of length (m)
2.8 Force Vector Directed
            along a Line




Force F acting along the chain can be
presented as a Cartesian vector by
- Establish x, y, z axes
- Form a position vector r along length of
chain
2.8 Force Vector Directed
            along a Line




Unit vector, u = r/r that defines the direction
of both the chain and the force
We get F = Fu
2.8 Force Vector Directed
             along a Line
Example 2.13
The man pulls on the cord
with a force of 350N.
Represent this force acting
on the support A, as a
Cartesian vector and
determine its direction.
2.8 Force Vector Directed
             along a Line
Solution
End points of the cord are A (0m, 0m, 7.5m)
and B (3m, -2m, 1.5m)
r = (3m – 0m)i + (-2m – 0m)j + (1.5m –
   7.5m)k
   = {3i – 2j – 6k}m
Magnitude = length of cord AB
 r = (3m ) + (− 2m ) + (− 6m ) = 7m
          2         2         2


Unit vector, u = r /r
                      = 3/7i - 2/7j - 6/7k
2.8 Force Vector Directed
              along a Line
Solution
Force F has a magnitude of 350N, direction
specified by u
  F = Fu
    = 350N(3/7i - 2/7j - 6/7k)
    = {150i - 100j - 300k} N

  α = cos-1(3/7) = 64.6°
  β = cos-1(-2/7) = 107°
  γ = cos-1(-6/7) = 149°
2.8 Force Vector Directed
            along a Line
Example 2.14
The circular plate is
partially supported by
the cable AB. If the
force of the cable on
  the
hook at A is F = 500N,
express F as a
Cartesian vector.
2.8 Force Vector Directed
                         along a Line
Solution
End points of the cable are (0m, 0m, 2m) and B
(1.707m, 0.707m, 0m)
  r = (1.707m – 0m)i + (0.707m – 0m)j
           + (0m – 2m)k
    = {1.707i + 0.707j - 2k}m
Magnitude = length of cable AB

r=   (1.707m )2 + (0.707m )2 + (− 2m )2   = 2.723m
2.8 Force Vector Directed
                  along a Line
Solution
Unit vector,
  u = r /r
     = (1.707/2.723)i + (0.707/2.723)j – (2/2.723)k
     = 0.6269i + 0.2597j – 0.7345k
For force F,
  F = Fu
    = 500N(0.6269i + 0.2597j – 0.7345k)
     = {313i - 130j - 367k} N
2.8 Force Vector Directed
                 along a Line
Solution
Checking
F=   (313) + (130) + (− 367 )
           2      2         2


= 500 N
Show that γ = 137° and
indicate this angle on the
diagram
2.8 Force Vector Directed
              along a Line
Example 2.15
The roof is supported by
cables. If the cables exert
FAB = 100N and FAC = 120N
on the wall hook at A,
determine the magnitude of
the resultant force acting at
A.
2.8 Force Vector Directed
                     along a Line
Solution
rAB = (4m – 0m)i + (0m – 0m)j + (0m – 4m)k
     = {4i – 4k}m
rAB =    (4m )2 + (− 4m )2   = 5.66m


FAB = 100N (rAB/r AB)
    = 100N {(4/5.66)i - (4/5.66)k}
    = {70.7i - 70.7k} N
2.8 Force Vector Directed
                         along a Line
Solution
rAC = (4m – 0m)i + (2m – 0m)j + (0m – 4m)k
    = {4i + 2j – 4k}m

    rAC =   (4m )2 + (2m )2 + (− 4m )2   = 6m

FAC = 120N (rAB/r AB)
    = 120N {(4/6)i + (2/6)j - (4/6)k}
    = {80i + 40j – 80k} N
2.8 Force Vector Directed
                        along a Line
Solution
FR = FAB + FAC
   = {70.7i - 70.7k} N + {80i + 40j – 80k} N
   = {150.7i + 40j – 150.7k} N

Magnitude of FR
   FR =   (150.7 )2 + (40)2 + (− 150.7 )2
   = 217 N
2.9 Dot Product
Dot product of vectors A and B is written
as A·B (Read A dot B)
Define the magnitudes of A and B and the
angle between their tails
    A·B = AB cosθ       where 0°≤ θ ≤180°
Referred to as scalar
product of vectors as
result is a scalar
2.9 Dot Product

   Laws of Operation
1. Commutative law
    A·B = B·A
2. Multiplication by a scalar
    a(A·B) = (aA)·B = A·(aB) = (A·B)a
3. Distribution law
    A·(B + D) = (A·B) + (A·D)
2.9 Dot Product

Cartesian Vector Formulation
- Dot product of Cartesian unit vectors
Eg: i·i = (1)(1)cos0° = 1 and
i·j = (1)(1)cos90° = 0
- Similarly
    i·i = 1   j·j = 1   k·k = 1
    i·j = 0   i·k = 1 j·k = 1
2.9 Dot Product
  Cartesian Vector Formulation
  - Dot product of 2 vectors A and B
  A·B = (Axi + Ayj + Azk)· (Bxi + Byj + Bzk)
      = AxBx(i·i) + AxBy(i·j) + AxBz(i·k)
            + AyBx(j·i) + AyBy(j·j) + AyBz(j·k)
            + AzBx(k·i) + AzBy(k·j) + AzBz(k·k)
      = AxBx + AyBy + AzBz
Note: since result is a scalar, be careful of including
  any unit vectors in the result
2.9 Dot Product

 Applications
  - The angle formed between two vectors or
  intersecting lines
      θ = cos-1 [(A·B)/(AB)]   0°≤ θ ≤180°
Note: if A·B = 0, cos-10= 90°, A is
perpendicular to B
2.9 Dot Product
Applications
- The components of a vector parallel and
perpendicular to a line
- Component of A parallel or collinear with line aa’ is
defined by A║ (projection of A onto the line)
     A║ = A cos θ
- If direction of line is specified by unit vector u (u =
1),
      A║ = A cos θ = A·u
2.9 Dot Product

Applications
- If A║ is positive, A║ has a directional
sense same as u
- If A║ is negative, A║ has a directional
sense opposite to u
- A║ expressed as a vector
     A║ = A cos θ u
         = (A·u)u
2.9 Dot Product
Applications
For component of A perpendicular to line aa’
1. Since A = A║ + A┴,
    then A┴ = A - A║
2. θ = cos-1 [(A·u)/(A)]
    then A┴ = Asinθ
3. If A║ is known, by Pythagorean Theorem
     A⊥ = A2 + A||2
2.9 Dot Product
For angle θ between the
rope and the beam A,
- Unit vectors along the
beams, uA = rA/rA
- Unit vectors along the
ropes, ur=rr/rr
- Angle θ = cos-1
(rA.rr/rArr)
           = cos-1 (uA· ur)
2.9 Dot Product
For projection of the force
along the beam A
- Define direction of the beam
     uA = rA/rA
- Force as a Cartesian vector
    F = F(rr/rr) = Fur
- Dot product
     F║ = F║·uA
2.9 Dot Product
Example 2.16
The frame is subjected to a horizontal force
F = {300j} N. Determine the components of
this force parallel and perpendicular to the
member AB.
2.9 Dot Product
Solution
Since          r     r    r
      r
r     r       2i + 6 j + 3k
u B = rB =
      rB    (2)2 + (6)2 + (3)2
        r        r          r
= 0.286i + 0.857 j + 0.429k
Then
 r       r
FAB = F cosθ
   rr           r           r         r        r
= F .u B = (300 j ) ⋅ (0.286i + 0.857 j + 0.429k )
= (0)(0.286) + (300)(0.857) + (0)(0.429)
= 257.1N
2.9 Dot Product
Solution
Since result is a positive scalar,
FAB has the same sense of
direction as uB. Express in
Cartesian form
r     r r
FAB = FAB u AB
                  r        r        r
= (257.1N )(0.286i + 0.857 j + 0.429k )
       r       r      r
= {73.5i + 220 j + 110k }N
Perpendicular component
r    r r           r        r       r      r           r      r      r
F⊥ = F − FAB = 300 j − (73.5i + 220 j + 110k ) = {−73.5i + 80 j − 110k }N
2.9 Dot Product
Solution
Magnitude can be determined
From F┴ or from Pythagorean
Theorem
r         r2 r      2
F⊥ =      F − FAB

=   (300 N )2 − (257.1N )2
= 155 N
2.9 Dot Product
Example 2.17
The pipe is subjected to F = 800N. Determine the
angle θ between F and pipe segment BA, and the
magnitudes of the components of F, which are
parallel and perpendicular to BA.
2.9 Dot Product
Solution
For angle θ
rBA = {-2i - 2j + 1k}m
rBC = {- 3j + 1k}m
Thus,
            r r
            rBA ⋅ rBC (− 2 )(0 ) + (− 2 )(− 3) + (1)(1)
    cos θ = r r =
            rBA rBC                 3 10
    = 0.7379
    θ = 42.5o
2.9 Dot Product
Solution
Components ofr F
    r    r                        r
r        r       (−2i − 2 j + 1k )
u AB = rAB =
         rAB              3
                                r
    − 2 i +  − 2  r +  1  k
          r
=                j  
    3   3   3
 r         rr
FAB = F .u B
             r           r  2 r  2  r  1  r
= (− 758.9 j + 253.0k ) ⋅  − i +  −  j +  k
                              3   3   3
= 0 + 506.0 + 84.3
= 590 N
2.9 Dot Product
Solution
Checking from trigonometry,
r     r
FAB = F cos θ
= 800 cos 42.5o N
= 540 N
Magnitude can be determined
From F┴
r    r
F⊥ = F sin θ = 800 sin 42.5o = 540 N
2.9 Dot Product
Solution
Magnitude can be determined from F┴ or from
Pythagorean Theorem
r         r2 r 2
F⊥ =      F − FAB

=   (800)2 − (590)2
= 540 N
Chapter Summary

Parallelogram Law
 Addition of two vectors
 Components form the side and resultant
 form the diagonal of the parallelogram
 To obtain resultant, use tip to tail addition
 by triangle rule
 To obtain magnitudes and directions, use
 Law of Cosines and Law of Sines
Chapter Summary

Cartesian Vectors
 Vector F resolved into Cartesian vector form
          F = Fxi + Fyj + Fzk
 Magnitude of F
                2   2    2
        F = Fx + Fy + Fz
 Coordinate direction angles α, β and γ are
 determined by the formulation of the unit
 vector in the direction of F
           u = (Fx/F)i + (Fy/F)j + (Fz/F)k
Chapter Summary

Cartesian Vectors
 Components of u represent cosα, cosβ and cosγ
 These angles are related by
          cos2α + cos2β + cos2γ = 1
Force and Position Vectors
 Position Vector is directed between 2 points
 Formulated by distance and direction moved
 along the x, y and z axes from tail to tip
Chapter Summary

Force and Position Vectors
 For line of action through the two points, it
 acts in the same direction of u as the
 position vector
 Force expressed as a Cartesian vector
           F = Fu = F(r/r)
Dot Product
 Dot product between two vectors A and B
          A·B = AB cosθ
Chapter Summary
Dot Product
 Dot product between two vectors A and B
 (vectors expressed as Cartesian form)
     A·B = AxBx + AyBy + AzBz
 For angle between the tails of two vectors
      θ = cos-1 [(A·B)/(AB)]
 For projected component of A onto an axis
 defined by its unit vector u
      A = A cos θ = A·u
Chapter Review
Chapter Review
Chapter Review
Chapter Review
Chapter Review
Chapter Review

More Related Content

What's hot

Solutions manual for statics and mechanics of materials 5th edition by hibbel...
Solutions manual for statics and mechanics of materials 5th edition by hibbel...Solutions manual for statics and mechanics of materials 5th edition by hibbel...
Solutions manual for statics and mechanics of materials 5th edition by hibbel...zaezo
 
Lec3 principle virtual_work_method
Lec3 principle virtual_work_methodLec3 principle virtual_work_method
Lec3 principle virtual_work_methodMahdi Damghani
 
6161103 6.3 zero force members
6161103 6.3 zero force members6161103 6.3 zero force members
6161103 6.3 zero force membersetcenterrbru
 
2 d equilibrium-split
2 d equilibrium-split2 d equilibrium-split
2 d equilibrium-splitsharancm2009
 
Set theory self study material
Set theory  self study materialSet theory  self study material
Set theory self study materialDrATAMILARASIMCA
 
Finding Slope Given A Graph And Two Points
Finding Slope Given A Graph And Two PointsFinding Slope Given A Graph And Two Points
Finding Slope Given A Graph And Two PointsGillian Guiang
 
Nams- Roots of equations by numerical methods
Nams- Roots of equations by numerical methodsNams- Roots of equations by numerical methods
Nams- Roots of equations by numerical methodsRuchi Maurya
 
Lesson 3: The Cross Product
Lesson 3: The Cross ProductLesson 3: The Cross Product
Lesson 3: The Cross ProductMatthew Leingang
 
6161103 6.4 the method of sections
6161103 6.4 the method of sections6161103 6.4 the method of sections
6161103 6.4 the method of sectionsetcenterrbru
 
Rotation in 3d Space: Euler Angles, Quaternions, Marix Descriptions
Rotation in 3d Space: Euler Angles, Quaternions, Marix DescriptionsRotation in 3d Space: Euler Angles, Quaternions, Marix Descriptions
Rotation in 3d Space: Euler Angles, Quaternions, Marix DescriptionsSolo Hermelin
 

What's hot (20)

Shi20396 ch14
Shi20396 ch14Shi20396 ch14
Shi20396 ch14
 
Ellipse.pptx
Ellipse.pptxEllipse.pptx
Ellipse.pptx
 
Solutions manual for statics and mechanics of materials 5th edition by hibbel...
Solutions manual for statics and mechanics of materials 5th edition by hibbel...Solutions manual for statics and mechanics of materials 5th edition by hibbel...
Solutions manual for statics and mechanics of materials 5th edition by hibbel...
 
Bab2
Bab2Bab2
Bab2
 
Lec3 principle virtual_work_method
Lec3 principle virtual_work_methodLec3 principle virtual_work_method
Lec3 principle virtual_work_method
 
6161103 6.3 zero force members
6161103 6.3 zero force members6161103 6.3 zero force members
6161103 6.3 zero force members
 
2 d equilibrium-split
2 d equilibrium-split2 d equilibrium-split
2 d equilibrium-split
 
Chapter 15
Chapter 15Chapter 15
Chapter 15
 
Set theory self study material
Set theory  self study materialSet theory  self study material
Set theory self study material
 
Finding Slope Given A Graph And Two Points
Finding Slope Given A Graph And Two PointsFinding Slope Given A Graph And Two Points
Finding Slope Given A Graph And Two Points
 
4a media pembelajaran
4a media pembelajaran4a media pembelajaran
4a media pembelajaran
 
Nams- Roots of equations by numerical methods
Nams- Roots of equations by numerical methodsNams- Roots of equations by numerical methods
Nams- Roots of equations by numerical methods
 
distance formula
distance formuladistance formula
distance formula
 
Conic Sections
Conic SectionsConic Sections
Conic Sections
 
Lesson 3: The Cross Product
Lesson 3: The Cross ProductLesson 3: The Cross Product
Lesson 3: The Cross Product
 
Chapter 6
Chapter 6Chapter 6
Chapter 6
 
2nd order ode applications
2nd order ode applications2nd order ode applications
2nd order ode applications
 
6161103 6.4 the method of sections
6161103 6.4 the method of sections6161103 6.4 the method of sections
6161103 6.4 the method of sections
 
Rotation in 3d Space: Euler Angles, Quaternions, Marix Descriptions
Rotation in 3d Space: Euler Angles, Quaternions, Marix DescriptionsRotation in 3d Space: Euler Angles, Quaternions, Marix Descriptions
Rotation in 3d Space: Euler Angles, Quaternions, Marix Descriptions
 
Dll wk-1-lc-1
Dll wk-1-lc-1Dll wk-1-lc-1
Dll wk-1-lc-1
 

Similar to 6161103 Ch02b

6161103 2.6 addition and subtraction of cartesian vectors
6161103 2.6 addition and subtraction of cartesian vectors6161103 2.6 addition and subtraction of cartesian vectors
6161103 2.6 addition and subtraction of cartesian vectorsetcenterrbru
 
1.4 - Forces in Space.pptx
1.4 - Forces in Space.pptx1.4 - Forces in Space.pptx
1.4 - Forces in Space.pptxManikandan602030
 
6161103 2.8 force vector directed along a line
6161103 2.8 force vector directed along a line6161103 2.8 force vector directed along a line
6161103 2.8 force vector directed along a lineetcenterrbru
 
Capitulo 1, 7ma edición
Capitulo 1, 7ma ediciónCapitulo 1, 7ma edición
Capitulo 1, 7ma ediciónSohar Carr
 
6161103 2.9 dot product
6161103 2.9 dot product6161103 2.9 dot product
6161103 2.9 dot productetcenterrbru
 
2-vector operation and force analysis.ppt
2-vector operation and force analysis.ppt2-vector operation and force analysis.ppt
2-vector operation and force analysis.pptRanaUmair74
 
02.solutionstoconcepts
02.solutionstoconcepts02.solutionstoconcepts
02.solutionstoconceptshome
 
Capitulo 4, 7ma edición
Capitulo 4, 7ma ediciónCapitulo 4, 7ma edición
Capitulo 4, 7ma ediciónSohar Carr
 
Engineering Electromagnetics 8th Edition Hayt Solutions Manual
Engineering Electromagnetics 8th Edition Hayt Solutions ManualEngineering Electromagnetics 8th Edition Hayt Solutions Manual
Engineering Electromagnetics 8th Edition Hayt Solutions Manualxoreq
 
Resultant of a system of forces
Resultant of a system of forcesResultant of a system of forces
Resultant of a system of forcesJude Jay
 
6161103 2.3 vector addition of forces
6161103 2.3 vector addition of forces6161103 2.3 vector addition of forces
6161103 2.3 vector addition of forcesetcenterrbru
 
13. sum and double half-angle formulas-x
13. sum and double half-angle formulas-x13. sum and double half-angle formulas-x
13. sum and double half-angle formulas-xmath260
 
9. sum and double half-angle formulas-x
9. sum and double half-angle  formulas-x9. sum and double half-angle  formulas-x
9. sum and double half-angle formulas-xharbormath240
 

Similar to 6161103 Ch02b (20)

6161103 2.6 addition and subtraction of cartesian vectors
6161103 2.6 addition and subtraction of cartesian vectors6161103 2.6 addition and subtraction of cartesian vectors
6161103 2.6 addition and subtraction of cartesian vectors
 
Chapter2 part2
Chapter2 part2Chapter2 part2
Chapter2 part2
 
1.4 - Forces in Space.pptx
1.4 - Forces in Space.pptx1.4 - Forces in Space.pptx
1.4 - Forces in Space.pptx
 
6161103 2.8 force vector directed along a line
6161103 2.8 force vector directed along a line6161103 2.8 force vector directed along a line
6161103 2.8 force vector directed along a line
 
Capitulo2
Capitulo2Capitulo2
Capitulo2
 
Capitulo 1, 7ma edición
Capitulo 1, 7ma ediciónCapitulo 1, 7ma edición
Capitulo 1, 7ma edición
 
6161103 2.9 dot product
6161103 2.9 dot product6161103 2.9 dot product
6161103 2.9 dot product
 
Ks
KsKs
Ks
 
2-vector operation and force analysis.ppt
2-vector operation and force analysis.ppt2-vector operation and force analysis.ppt
2-vector operation and force analysis.ppt
 
02.solutionstoconcepts
02.solutionstoconcepts02.solutionstoconcepts
02.solutionstoconcepts
 
Capitulo 4, 7ma edición
Capitulo 4, 7ma ediciónCapitulo 4, 7ma edición
Capitulo 4, 7ma edición
 
Equation of second degree
Equation of second degreeEquation of second degree
Equation of second degree
 
Equation of second degree
Equation of second degreeEquation of second degree
Equation of second degree
 
Engineering Electromagnetics 8th Edition Hayt Solutions Manual
Engineering Electromagnetics 8th Edition Hayt Solutions ManualEngineering Electromagnetics 8th Edition Hayt Solutions Manual
Engineering Electromagnetics 8th Edition Hayt Solutions Manual
 
Resultant of a system of forces
Resultant of a system of forcesResultant of a system of forces
Resultant of a system of forces
 
6161103 2.3 vector addition of forces
6161103 2.3 vector addition of forces6161103 2.3 vector addition of forces
6161103 2.3 vector addition of forces
 
13. sum and double half-angle formulas-x
13. sum and double half-angle formulas-x13. sum and double half-angle formulas-x
13. sum and double half-angle formulas-x
 
9. sum and double half-angle formulas-x
9. sum and double half-angle  formulas-x9. sum and double half-angle  formulas-x
9. sum and double half-angle formulas-x
 
Solucionario teoria-electromagnetica-hayt-2001
Solucionario teoria-electromagnetica-hayt-2001Solucionario teoria-electromagnetica-hayt-2001
Solucionario teoria-electromagnetica-hayt-2001
 
ME 245_ 2.pptx
ME 245_ 2.pptxME 245_ 2.pptx
ME 245_ 2.pptx
 

More from etcenterrbru

บทที่ 11 การสื่อสารการตลาด
บทที่ 11 การสื่อสารการตลาดบทที่ 11 การสื่อสารการตลาด
บทที่ 11 การสื่อสารการตลาดetcenterrbru
 
บทที่ 8 การขายโดยบุคคล
บทที่ 8 การขายโดยบุคคลบทที่ 8 การขายโดยบุคคล
บทที่ 8 การขายโดยบุคคลetcenterrbru
 
บทที่ 7 การประชาสัมพันธ์
บทที่ 7 การประชาสัมพันธ์บทที่ 7 การประชาสัมพันธ์
บทที่ 7 การประชาสัมพันธ์etcenterrbru
 
6161103 11.7 stability of equilibrium
6161103 11.7 stability of equilibrium6161103 11.7 stability of equilibrium
6161103 11.7 stability of equilibriumetcenterrbru
 
6161103 11.3 principle of virtual work for a system of connected rigid bodies
6161103 11.3 principle of virtual work for a system of connected rigid bodies6161103 11.3 principle of virtual work for a system of connected rigid bodies
6161103 11.3 principle of virtual work for a system of connected rigid bodiesetcenterrbru
 
6161103 11 virtual work
6161103 11 virtual work6161103 11 virtual work
6161103 11 virtual worketcenterrbru
 
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 inertiaetcenterrbru
 
6161103 10.8 mohr’s circle for moments of inertia
6161103 10.8 mohr’s circle for moments of inertia6161103 10.8 mohr’s circle for moments of inertia
6161103 10.8 mohr’s circle for moments of inertiaetcenterrbru
 
6161103 10.7 moments of inertia for an area about inclined axes
6161103 10.7 moments of inertia for an area about inclined axes6161103 10.7 moments of inertia for an area about inclined axes
6161103 10.7 moments of inertia for an area about inclined axesetcenterrbru
 
6161103 10.6 inertia for an area
6161103 10.6 inertia for an area6161103 10.6 inertia for an area
6161103 10.6 inertia for an areaetcenterrbru
 
6161103 10.5 moments of inertia for composite areas
6161103 10.5 moments of inertia for composite areas6161103 10.5 moments of inertia for composite areas
6161103 10.5 moments of inertia for composite areasetcenterrbru
 
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 integrationetcenterrbru
 
6161103 10.10 chapter summary and review
6161103 10.10 chapter summary and review6161103 10.10 chapter summary and review
6161103 10.10 chapter summary and reviewetcenterrbru
 
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
6161103 9.2 center of gravity and center of mass and centroid for a bodyetcenterrbru
 
6161103 9.6 fluid pressure
6161103 9.6 fluid pressure6161103 9.6 fluid pressure
6161103 9.6 fluid pressureetcenterrbru
 
6161103 9.3 composite bodies
6161103 9.3 composite bodies6161103 9.3 composite bodies
6161103 9.3 composite bodiesetcenterrbru
 
6161103 9.7 chapter summary and review
6161103 9.7 chapter summary and review6161103 9.7 chapter summary and review
6161103 9.7 chapter summary and reviewetcenterrbru
 
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 screwsetcenterrbru
 
6161103 8.3 wedges
6161103 8.3 wedges6161103 8.3 wedges
6161103 8.3 wedgesetcenterrbru
 
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 frictionetcenterrbru
 

More from etcenterrbru (20)

บทที่ 11 การสื่อสารการตลาด
บทที่ 11 การสื่อสารการตลาดบทที่ 11 การสื่อสารการตลาด
บทที่ 11 การสื่อสารการตลาด
 
บทที่ 8 การขายโดยบุคคล
บทที่ 8 การขายโดยบุคคลบทที่ 8 การขายโดยบุคคล
บทที่ 8 การขายโดยบุคคล
 
บทที่ 7 การประชาสัมพันธ์
บทที่ 7 การประชาสัมพันธ์บทที่ 7 การประชาสัมพันธ์
บทที่ 7 การประชาสัมพันธ์
 
6161103 11.7 stability of equilibrium
6161103 11.7 stability of equilibrium6161103 11.7 stability of equilibrium
6161103 11.7 stability of equilibrium
 
6161103 11.3 principle of virtual work for a system of connected rigid bodies
6161103 11.3 principle of virtual work for a system of connected rigid bodies6161103 11.3 principle of virtual work for a system of connected rigid bodies
6161103 11.3 principle of virtual work for a system of connected rigid bodies
 
6161103 11 virtual work
6161103 11 virtual work6161103 11 virtual work
6161103 11 virtual work
 
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 10.8 mohr’s circle for moments of inertia
6161103 10.8 mohr’s circle for moments of inertia6161103 10.8 mohr’s circle for moments of inertia
6161103 10.8 mohr’s circle for moments of inertia
 
6161103 10.7 moments of inertia for an area about inclined axes
6161103 10.7 moments of inertia for an area about inclined axes6161103 10.7 moments of inertia for an area about inclined axes
6161103 10.7 moments of inertia for an area about inclined axes
 
6161103 10.6 inertia for an area
6161103 10.6 inertia for an area6161103 10.6 inertia for an area
6161103 10.6 inertia for an area
 
6161103 10.5 moments of inertia for composite areas
6161103 10.5 moments of inertia for composite areas6161103 10.5 moments of inertia for composite areas
6161103 10.5 moments of inertia for composite areas
 
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 10.10 chapter summary and review
6161103 10.10 chapter summary and review6161103 10.10 chapter summary and review
6161103 10.10 chapter summary and review
 
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
6161103 9.2 center of gravity and center of mass and centroid for a body
 
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 9.7 chapter summary and review
6161103 9.7 chapter summary and review6161103 9.7 chapter summary and review
6161103 9.7 chapter summary and review
 
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
 

Recently uploaded

POINT- BIOCHEMISTRY SEM 2 ENZYMES UNIT 5.pptx
POINT- BIOCHEMISTRY SEM 2 ENZYMES UNIT 5.pptxPOINT- BIOCHEMISTRY SEM 2 ENZYMES UNIT 5.pptx
POINT- BIOCHEMISTRY SEM 2 ENZYMES UNIT 5.pptxSayali Powar
 
MENTAL STATUS EXAMINATION format.docx
MENTAL     STATUS EXAMINATION format.docxMENTAL     STATUS EXAMINATION format.docx
MENTAL STATUS EXAMINATION format.docxPoojaSen20
 
Software Engineering Methodologies (overview)
Software Engineering Methodologies (overview)Software Engineering Methodologies (overview)
Software Engineering Methodologies (overview)eniolaolutunde
 
Sanyam Choudhary Chemistry practical.pdf
Sanyam Choudhary Chemistry practical.pdfSanyam Choudhary Chemistry practical.pdf
Sanyam Choudhary Chemistry practical.pdfsanyamsingh5019
 
How to Make a Pirate ship Primary Education.pptx
How to Make a Pirate ship Primary Education.pptxHow to Make a Pirate ship Primary Education.pptx
How to Make a Pirate ship Primary Education.pptxmanuelaromero2013
 
microwave assisted reaction. General introduction
microwave assisted reaction. General introductionmicrowave assisted reaction. General introduction
microwave assisted reaction. General introductionMaksud Ahmed
 
Hybridoma Technology ( Production , Purification , and Application )
Hybridoma Technology  ( Production , Purification , and Application  ) Hybridoma Technology  ( Production , Purification , and Application  )
Hybridoma Technology ( Production , Purification , and Application ) Sakshi Ghasle
 
The Most Excellent Way | 1 Corinthians 13
The Most Excellent Way | 1 Corinthians 13The Most Excellent Way | 1 Corinthians 13
The Most Excellent Way | 1 Corinthians 13Steve Thomason
 
Measures of Central Tendency: Mean, Median and Mode
Measures of Central Tendency: Mean, Median and ModeMeasures of Central Tendency: Mean, Median and Mode
Measures of Central Tendency: Mean, Median and ModeThiyagu K
 
URLs and Routing in the Odoo 17 Website App
URLs and Routing in the Odoo 17 Website AppURLs and Routing in the Odoo 17 Website App
URLs and Routing in the Odoo 17 Website AppCeline George
 
Kisan Call Centre - To harness potential of ICT in Agriculture by answer farm...
Kisan Call Centre - To harness potential of ICT in Agriculture by answer farm...Kisan Call Centre - To harness potential of ICT in Agriculture by answer farm...
Kisan Call Centre - To harness potential of ICT in Agriculture by answer farm...Krashi Coaching
 
“Oh GOSH! Reflecting on Hackteria's Collaborative Practices in a Global Do-It...
“Oh GOSH! Reflecting on Hackteria's Collaborative Practices in a Global Do-It...“Oh GOSH! Reflecting on Hackteria's Collaborative Practices in a Global Do-It...
“Oh GOSH! Reflecting on Hackteria's Collaborative Practices in a Global Do-It...Marc Dusseiller Dusjagr
 
A Critique of the Proposed National Education Policy Reform
A Critique of the Proposed National Education Policy ReformA Critique of the Proposed National Education Policy Reform
A Critique of the Proposed National Education Policy ReformChameera Dedduwage
 
Industrial Policy - 1948, 1956, 1973, 1977, 1980, 1991
Industrial Policy - 1948, 1956, 1973, 1977, 1980, 1991Industrial Policy - 1948, 1956, 1973, 1977, 1980, 1991
Industrial Policy - 1948, 1956, 1973, 1977, 1980, 1991RKavithamani
 
Q4-W6-Restating Informational Text Grade 3
Q4-W6-Restating Informational Text Grade 3Q4-W6-Restating Informational Text Grade 3
Q4-W6-Restating Informational Text Grade 3JemimahLaneBuaron
 
Presentation by Andreas Schleicher Tackling the School Absenteeism Crisis 30 ...
Presentation by Andreas Schleicher Tackling the School Absenteeism Crisis 30 ...Presentation by Andreas Schleicher Tackling the School Absenteeism Crisis 30 ...
Presentation by Andreas Schleicher Tackling the School Absenteeism Crisis 30 ...EduSkills OECD
 
SOCIAL AND HISTORICAL CONTEXT - LFTVD.pptx
SOCIAL AND HISTORICAL CONTEXT - LFTVD.pptxSOCIAL AND HISTORICAL CONTEXT - LFTVD.pptx
SOCIAL AND HISTORICAL CONTEXT - LFTVD.pptxiammrhaywood
 

Recently uploaded (20)

TataKelola dan KamSiber Kecerdasan Buatan v022.pdf
TataKelola dan KamSiber Kecerdasan Buatan v022.pdfTataKelola dan KamSiber Kecerdasan Buatan v022.pdf
TataKelola dan KamSiber Kecerdasan Buatan v022.pdf
 
POINT- BIOCHEMISTRY SEM 2 ENZYMES UNIT 5.pptx
POINT- BIOCHEMISTRY SEM 2 ENZYMES UNIT 5.pptxPOINT- BIOCHEMISTRY SEM 2 ENZYMES UNIT 5.pptx
POINT- BIOCHEMISTRY SEM 2 ENZYMES UNIT 5.pptx
 
MENTAL STATUS EXAMINATION format.docx
MENTAL     STATUS EXAMINATION format.docxMENTAL     STATUS EXAMINATION format.docx
MENTAL STATUS EXAMINATION format.docx
 
Software Engineering Methodologies (overview)
Software Engineering Methodologies (overview)Software Engineering Methodologies (overview)
Software Engineering Methodologies (overview)
 
Sanyam Choudhary Chemistry practical.pdf
Sanyam Choudhary Chemistry practical.pdfSanyam Choudhary Chemistry practical.pdf
Sanyam Choudhary Chemistry practical.pdf
 
Model Call Girl in Tilak Nagar Delhi reach out to us at 🔝9953056974🔝
Model Call Girl in Tilak Nagar Delhi reach out to us at 🔝9953056974🔝Model Call Girl in Tilak Nagar Delhi reach out to us at 🔝9953056974🔝
Model Call Girl in Tilak Nagar Delhi reach out to us at 🔝9953056974🔝
 
How to Make a Pirate ship Primary Education.pptx
How to Make a Pirate ship Primary Education.pptxHow to Make a Pirate ship Primary Education.pptx
How to Make a Pirate ship Primary Education.pptx
 
microwave assisted reaction. General introduction
microwave assisted reaction. General introductionmicrowave assisted reaction. General introduction
microwave assisted reaction. General introduction
 
Hybridoma Technology ( Production , Purification , and Application )
Hybridoma Technology  ( Production , Purification , and Application  ) Hybridoma Technology  ( Production , Purification , and Application  )
Hybridoma Technology ( Production , Purification , and Application )
 
The Most Excellent Way | 1 Corinthians 13
The Most Excellent Way | 1 Corinthians 13The Most Excellent Way | 1 Corinthians 13
The Most Excellent Way | 1 Corinthians 13
 
Measures of Central Tendency: Mean, Median and Mode
Measures of Central Tendency: Mean, Median and ModeMeasures of Central Tendency: Mean, Median and Mode
Measures of Central Tendency: Mean, Median and Mode
 
URLs and Routing in the Odoo 17 Website App
URLs and Routing in the Odoo 17 Website AppURLs and Routing in the Odoo 17 Website App
URLs and Routing in the Odoo 17 Website App
 
Kisan Call Centre - To harness potential of ICT in Agriculture by answer farm...
Kisan Call Centre - To harness potential of ICT in Agriculture by answer farm...Kisan Call Centre - To harness potential of ICT in Agriculture by answer farm...
Kisan Call Centre - To harness potential of ICT in Agriculture by answer farm...
 
Código Creativo y Arte de Software | Unidad 1
Código Creativo y Arte de Software | Unidad 1Código Creativo y Arte de Software | Unidad 1
Código Creativo y Arte de Software | Unidad 1
 
“Oh GOSH! Reflecting on Hackteria's Collaborative Practices in a Global Do-It...
“Oh GOSH! Reflecting on Hackteria's Collaborative Practices in a Global Do-It...“Oh GOSH! Reflecting on Hackteria's Collaborative Practices in a Global Do-It...
“Oh GOSH! Reflecting on Hackteria's Collaborative Practices in a Global Do-It...
 
A Critique of the Proposed National Education Policy Reform
A Critique of the Proposed National Education Policy ReformA Critique of the Proposed National Education Policy Reform
A Critique of the Proposed National Education Policy Reform
 
Industrial Policy - 1948, 1956, 1973, 1977, 1980, 1991
Industrial Policy - 1948, 1956, 1973, 1977, 1980, 1991Industrial Policy - 1948, 1956, 1973, 1977, 1980, 1991
Industrial Policy - 1948, 1956, 1973, 1977, 1980, 1991
 
Q4-W6-Restating Informational Text Grade 3
Q4-W6-Restating Informational Text Grade 3Q4-W6-Restating Informational Text Grade 3
Q4-W6-Restating Informational Text Grade 3
 
Presentation by Andreas Schleicher Tackling the School Absenteeism Crisis 30 ...
Presentation by Andreas Schleicher Tackling the School Absenteeism Crisis 30 ...Presentation by Andreas Schleicher Tackling the School Absenteeism Crisis 30 ...
Presentation by Andreas Schleicher Tackling the School Absenteeism Crisis 30 ...
 
SOCIAL AND HISTORICAL CONTEXT - LFTVD.pptx
SOCIAL AND HISTORICAL CONTEXT - LFTVD.pptxSOCIAL AND HISTORICAL CONTEXT - LFTVD.pptx
SOCIAL AND HISTORICAL CONTEXT - LFTVD.pptx
 

6161103 Ch02b

  • 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°
  • 20. 2.7 Position Vectors x,y,z Coordinates - Right-handed coordinate system - Positive z axis points upwards, measuring the height of an object or the altitude of a point - Points are measured relative to the origin, O.
  • 21. 2.7 Position Vectors x,y,z Coordinates Eg: For Point A, xA = +4m along the x axis, yA = -6m along the y axis and zA = -6m along the z axis. Thus, A (4, 2, -6) Similarly, B (0, 2, 0) and C (6, -1, 4)
  • 22. 2.7 Position Vectors Position Vector - Position vector r is defined as a fixed vector which locates a point in space relative to another point. Eg: If r extends from the origin, O to point P (x, y, z) then, in Cartesian vector form r = xi + yj + zk
  • 23. 2.7 Position Vectors Position Vector Note the head to tail vector addition of the three components Start at origin O, one travels x in the +i direction, y in the +j direction and z in the +k direction, arriving at point P (x, y, z)
  • 24. 2.7 Position Vectors Position Vector - Position vector maybe directed from point A to point B - Designated by r or rAB Vector addition gives rA + r = rB Solving r = rB – rA = (xB – xA)i + (yB – yA)j + (zB –zA)k or r = (xB – xA)i + (yB – yA)j + (zB –zA)k
  • 25. 2.7 Position Vectors Position Vector - The i, j, k components of the positive vector r may be formed by taking the coordinates of the tail, A (xA, yA, zA) and subtract them from the head B (xB, yB, zB) Note the head to tail vector addition of the three components
  • 26. 2.7 Position Vectors Length and direction of cable AB can be found by measuring A and B using the x, y, z axes Position vector r can be established Magnitude r represent the length of cable
  • 27. 2.7 Position Vectors Angles, α, β and γ represent the direction of the cable Unit vector, u = r/r
  • 28. 2.7 Position Vectors Example 2.12 An elastic rubber band is attached to points A and B. Determine its length and its direction measured from A towards B.
  • 29. 2.7 Position Vectors Solution Position vector r = [-2m – 1m]i + [2m – 0]j + [3m – (-3m)]k = {-3i + 2j + 6k}m Magnitude = length of the rubber band r= (− 3)2 + (2)2 + (6)2 = 7m Unit vector in the director of r u = r /r = -3/7i + 2/7j + 6/7k
  • 30. 2.7 Position Vectors Solution α = cos-1(-3/7) = 115° β = cos-1(2/7) = 73.4° γ = cos-1(6/7) = 31.0°
  • 31. 2.8 Force Vector Directed along a Line In 3D problems, direction of F is specified by 2 points, through which its line of action lies F can be formulated as a Cartesian vector F = F u = F (r/r) Note that F has units of forces (N) unlike r, with units of length (m)
  • 32. 2.8 Force Vector Directed along a Line Force F acting along the chain can be presented as a Cartesian vector by - Establish x, y, z axes - Form a position vector r along length of chain
  • 33. 2.8 Force Vector Directed along a Line Unit vector, u = r/r that defines the direction of both the chain and the force We get F = Fu
  • 34. 2.8 Force Vector Directed along a Line Example 2.13 The man pulls on the cord with a force of 350N. Represent this force acting on the support A, as a Cartesian vector and determine its direction.
  • 35. 2.8 Force Vector Directed along a Line Solution End points of the cord are A (0m, 0m, 7.5m) and B (3m, -2m, 1.5m) r = (3m – 0m)i + (-2m – 0m)j + (1.5m – 7.5m)k = {3i – 2j – 6k}m Magnitude = length of cord AB r = (3m ) + (− 2m ) + (− 6m ) = 7m 2 2 2 Unit vector, u = r /r = 3/7i - 2/7j - 6/7k
  • 36. 2.8 Force Vector Directed along a Line Solution Force F has a magnitude of 350N, direction specified by u F = Fu = 350N(3/7i - 2/7j - 6/7k) = {150i - 100j - 300k} N α = cos-1(3/7) = 64.6° β = cos-1(-2/7) = 107° γ = cos-1(-6/7) = 149°
  • 37. 2.8 Force Vector Directed along a Line Example 2.14 The circular plate is partially supported by the cable AB. If the force of the cable on the hook at A is F = 500N, express F as a Cartesian vector.
  • 38. 2.8 Force Vector Directed along a Line Solution End points of the cable are (0m, 0m, 2m) and B (1.707m, 0.707m, 0m) r = (1.707m – 0m)i + (0.707m – 0m)j + (0m – 2m)k = {1.707i + 0.707j - 2k}m Magnitude = length of cable AB r= (1.707m )2 + (0.707m )2 + (− 2m )2 = 2.723m
  • 39. 2.8 Force Vector Directed along a Line Solution Unit vector, u = r /r = (1.707/2.723)i + (0.707/2.723)j – (2/2.723)k = 0.6269i + 0.2597j – 0.7345k For force F, F = Fu = 500N(0.6269i + 0.2597j – 0.7345k) = {313i - 130j - 367k} N
  • 40. 2.8 Force Vector Directed along a Line Solution Checking F= (313) + (130) + (− 367 ) 2 2 2 = 500 N Show that γ = 137° and indicate this angle on the diagram
  • 41. 2.8 Force Vector Directed along a Line Example 2.15 The roof is supported by cables. If the cables exert FAB = 100N and FAC = 120N on the wall hook at A, determine the magnitude of the resultant force acting at A.
  • 42. 2.8 Force Vector Directed along a Line Solution rAB = (4m – 0m)i + (0m – 0m)j + (0m – 4m)k = {4i – 4k}m rAB = (4m )2 + (− 4m )2 = 5.66m FAB = 100N (rAB/r AB) = 100N {(4/5.66)i - (4/5.66)k} = {70.7i - 70.7k} N
  • 43. 2.8 Force Vector Directed along a Line Solution rAC = (4m – 0m)i + (2m – 0m)j + (0m – 4m)k = {4i + 2j – 4k}m rAC = (4m )2 + (2m )2 + (− 4m )2 = 6m FAC = 120N (rAB/r AB) = 120N {(4/6)i + (2/6)j - (4/6)k} = {80i + 40j – 80k} N
  • 44. 2.8 Force Vector Directed along a Line Solution FR = FAB + FAC = {70.7i - 70.7k} N + {80i + 40j – 80k} N = {150.7i + 40j – 150.7k} N Magnitude of FR FR = (150.7 )2 + (40)2 + (− 150.7 )2 = 217 N
  • 45. 2.9 Dot Product Dot product of vectors A and B is written as A·B (Read A dot B) Define the magnitudes of A and B and the angle between their tails A·B = AB cosθ where 0°≤ θ ≤180° Referred to as scalar product of vectors as result is a scalar
  • 46. 2.9 Dot Product Laws of Operation 1. Commutative law A·B = B·A 2. Multiplication by a scalar a(A·B) = (aA)·B = A·(aB) = (A·B)a 3. Distribution law A·(B + D) = (A·B) + (A·D)
  • 47. 2.9 Dot Product Cartesian Vector Formulation - Dot product of Cartesian unit vectors Eg: i·i = (1)(1)cos0° = 1 and i·j = (1)(1)cos90° = 0 - Similarly i·i = 1 j·j = 1 k·k = 1 i·j = 0 i·k = 1 j·k = 1
  • 48. 2.9 Dot Product Cartesian Vector Formulation - Dot product of 2 vectors A and B A·B = (Axi + Ayj + Azk)· (Bxi + Byj + Bzk) = AxBx(i·i) + AxBy(i·j) + AxBz(i·k) + AyBx(j·i) + AyBy(j·j) + AyBz(j·k) + AzBx(k·i) + AzBy(k·j) + AzBz(k·k) = AxBx + AyBy + AzBz Note: since result is a scalar, be careful of including any unit vectors in the result
  • 49. 2.9 Dot Product Applications - The angle formed between two vectors or intersecting lines θ = cos-1 [(A·B)/(AB)] 0°≤ θ ≤180° Note: if A·B = 0, cos-10= 90°, A is perpendicular to B
  • 50. 2.9 Dot Product Applications - The components of a vector parallel and perpendicular to a line - Component of A parallel or collinear with line aa’ is defined by A║ (projection of A onto the line) A║ = A cos θ - If direction of line is specified by unit vector u (u = 1), A║ = A cos θ = A·u
  • 51. 2.9 Dot Product Applications - If A║ is positive, A║ has a directional sense same as u - If A║ is negative, A║ has a directional sense opposite to u - A║ expressed as a vector A║ = A cos θ u = (A·u)u
  • 52. 2.9 Dot Product Applications For component of A perpendicular to line aa’ 1. Since A = A║ + A┴, then A┴ = A - A║ 2. θ = cos-1 [(A·u)/(A)] then A┴ = Asinθ 3. If A║ is known, by Pythagorean Theorem A⊥ = A2 + A||2
  • 53. 2.9 Dot Product For angle θ between the rope and the beam A, - Unit vectors along the beams, uA = rA/rA - Unit vectors along the ropes, ur=rr/rr - Angle θ = cos-1 (rA.rr/rArr) = cos-1 (uA· ur)
  • 54. 2.9 Dot Product For projection of the force along the beam A - Define direction of the beam uA = rA/rA - Force as a Cartesian vector F = F(rr/rr) = Fur - Dot product F║ = F║·uA
  • 55. 2.9 Dot Product Example 2.16 The frame is subjected to a horizontal force F = {300j} N. Determine the components of this force parallel and perpendicular to the member AB.
  • 56. 2.9 Dot Product Solution Since r r r r r r 2i + 6 j + 3k u B = rB = rB (2)2 + (6)2 + (3)2 r r r = 0.286i + 0.857 j + 0.429k Then r r FAB = F cosθ rr r r r r = F .u B = (300 j ) ⋅ (0.286i + 0.857 j + 0.429k ) = (0)(0.286) + (300)(0.857) + (0)(0.429) = 257.1N
  • 57. 2.9 Dot Product Solution Since result is a positive scalar, FAB has the same sense of direction as uB. Express in Cartesian form r r r FAB = FAB u AB r r r = (257.1N )(0.286i + 0.857 j + 0.429k ) r r r = {73.5i + 220 j + 110k }N Perpendicular component r r r r r r r r r r F⊥ = F − FAB = 300 j − (73.5i + 220 j + 110k ) = {−73.5i + 80 j − 110k }N
  • 58. 2.9 Dot Product Solution Magnitude can be determined From F┴ or from Pythagorean Theorem r r2 r 2 F⊥ = F − FAB = (300 N )2 − (257.1N )2 = 155 N
  • 59. 2.9 Dot Product Example 2.17 The pipe is subjected to F = 800N. Determine the angle θ between F and pipe segment BA, and the magnitudes of the components of F, which are parallel and perpendicular to BA.
  • 60. 2.9 Dot Product Solution For angle θ rBA = {-2i - 2j + 1k}m rBC = {- 3j + 1k}m Thus, r r rBA ⋅ rBC (− 2 )(0 ) + (− 2 )(− 3) + (1)(1) cos θ = r r = rBA rBC 3 10 = 0.7379 θ = 42.5o
  • 61. 2.9 Dot Product Solution Components ofr F r r r r r (−2i − 2 j + 1k ) u AB = rAB = rAB 3 r  − 2 i +  − 2  r +  1  k r =   j    3   3   3 r rr FAB = F .u B r r  2 r  2  r  1  r = (− 758.9 j + 253.0k ) ⋅  − i +  −  j +  k  3   3   3 = 0 + 506.0 + 84.3 = 590 N
  • 62. 2.9 Dot Product Solution Checking from trigonometry, r r FAB = F cos θ = 800 cos 42.5o N = 540 N Magnitude can be determined From F┴ r r F⊥ = F sin θ = 800 sin 42.5o = 540 N
  • 63. 2.9 Dot Product Solution Magnitude can be determined from F┴ or from Pythagorean Theorem r r2 r 2 F⊥ = F − FAB = (800)2 − (590)2 = 540 N
  • 64. Chapter Summary Parallelogram Law Addition of two vectors Components form the side and resultant form the diagonal of the parallelogram To obtain resultant, use tip to tail addition by triangle rule To obtain magnitudes and directions, use Law of Cosines and Law of Sines
  • 65. Chapter Summary Cartesian Vectors Vector F resolved into Cartesian vector form F = Fxi + Fyj + Fzk Magnitude of F 2 2 2 F = Fx + Fy + Fz Coordinate direction angles α, β and γ are determined by the formulation of the unit vector in the direction of F u = (Fx/F)i + (Fy/F)j + (Fz/F)k
  • 66. Chapter Summary Cartesian Vectors Components of u represent cosα, cosβ and cosγ These angles are related by cos2α + cos2β + cos2γ = 1 Force and Position Vectors Position Vector is directed between 2 points Formulated by distance and direction moved along the x, y and z axes from tail to tip
  • 67. Chapter Summary Force and Position Vectors For line of action through the two points, it acts in the same direction of u as the position vector Force expressed as a Cartesian vector F = Fu = F(r/r) Dot Product Dot product between two vectors A and B A·B = AB cosθ
  • 68. Chapter Summary Dot Product Dot product between two vectors A and B (vectors expressed as Cartesian form) A·B = AxBx + AyBy + AzBz For angle between the tails of two vectors θ = cos-1 [(A·B)/(AB)] For projected component of A onto an axis defined by its unit vector u A = A cos θ = A·u