ENGI 1313 Mechanics I
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Transcript of ENGI 1313 Mechanics I
Shawn Kenny, Ph.D., P.Eng.Assistant ProfessorFaculty of Engineering and Applied ScienceMemorial University of [email protected]
ENGI 1313 Mechanics I
Lecture 05: Cartesian Vectors
2 ENGI 1313 Statics I – Lecture 05© 2007 S. Kenny, Ph.D., P.Eng.
Chapter 2 Objectives
to review concepts from linear algebra to sum forces, determine force resultants
and resolve force components for 2D vectors using Parallelogram Law
to express force and position in Cartesian vector form
to introduce the concept of dot product
3 ENGI 1313 Statics I – Lecture 05© 2007 S. Kenny, Ph.D., P.Eng.
Lecture 05 Objectives
to further examine Cartesian vector notation and extend to representation of a 3D vector
to sum 3D concurrent force systems
4 ENGI 1313 Statics I – Lecture 05© 2007 S. Kenny, Ph.D., P.Eng.
Recall 2D Cartesian Vector
Coplanar Force Vector Summation Unit vector dimensionless
Force VectorsComponent
VectorsResultant Force
Vector
321R FFFF
jFFFiFFFF y3y2y1x3x2x1R
Unit Vector; i = FX
FX
^
Unit Vector; j = Fy
Fy
^
5 ENGI 1313 Statics I – Lecture 05© 2007 S. Kenny, Ph.D., P.Eng.
Extend to 3D
Why Use Vectors Simplifies
mathematical operations
Rectangular Coordinate System Right-hand rule
6 ENGI 1313 Statics I – Lecture 05© 2007 S. Kenny, Ph.D., P.Eng.
Cartesian Vector in 3D
Three Unit Vectors Component magnitude
• Ax, Ay, Az scalar
Component sense• +, -
• Cartesian quadrant Component direction
• i, j, k unit vectors
7 ENGI 1313 Statics I – Lecture 05© 2007 S. Kenny, Ph.D., P.Eng.
Summation Cartesian Vectors in 3D
Use 2D Principles Vector A
Vector B
kBAjBAiBABA zzyyxx
kAjAiAA zyx
kBjBiBB zyx
kBAjBAiBABA zzyyxx
8 ENGI 1313 Statics I – Lecture 05© 2007 S. Kenny, Ph.D., P.Eng.
Cartesian Vector Magnitude
Successive Application of 2D Principle Pythagorean theorem Find components Ax and Ay
Combine with z component
• Magnitude A of vector A
2y
2x AAA
2z
2y
2x
2z
2 AAAAAA
9 ENGI 1313 Statics I – Lecture 05© 2007 S. Kenny, Ph.D., P.Eng.
Cartesian Vector Direction
Coordinate Direction Angle Vector tail with
coordinate axis, , and
• Range from 0 to 180 Visualization aid using
right rectangular prism
10 ENGI 1313 Statics I – Lecture 05© 2007 S. Kenny, Ph.D., P.Eng.
Cartesian Vector Direction (cont.)
Coordinate Direction Angle, Measured +x-axis
to tail of vector A
A
Acos x
11 ENGI 1313 Statics I – Lecture 05© 2007 S. Kenny, Ph.D., P.Eng.
Cartesian Vector Direction (cont.)
Coordinate Direction Angle, Measured +y-axis
to tail of vector A
A
Acos x
A
Acos y
12 ENGI 1313 Statics I – Lecture 05© 2007 S. Kenny, Ph.D., P.Eng.
Cartesian Vector Direction (cont.)
Coordinate Direction Angle, Measured +z-axis
to tail of vector A
A
Acos x
A
Acos y
A
Acos z
13 ENGI 1313 Statics I – Lecture 05© 2007 S. Kenny, Ph.D., P.Eng.
Cartesian Vector Direction (cont.)
Direction Cosines Coordinate direction angles
(, , & ) determined by cos-1
A
Acos x
A
Acos y
A
Acos z
A
Acos x1
A
Acos y1
A
Acos z1
14 ENGI 1313 Statics I – Lecture 05© 2007 S. Kenny, Ph.D., P.Eng.
Cartesian Vector Direction (cont.)
Express as Cartesian Vector, A
Recall Unit Vector
Form Unit Vector, uA
uA
kAjAiAA zyx
A
^Unit Vector; uA = A
^
A
AuA
2z
2y
2x AAAAA
kA
Aj
A
Ai
A
A zyx
15 ENGI 1313 Statics I – Lecture 05© 2007 S. Kenny, Ph.D., P.Eng.
Cartesian Vector Direction (cont.)
Unit Vector, uA
Relate to Direction Cosines
Therefore
uA
^
kA
Aj
A
Ai
A
A
A
Au zyx
A
A
Acos x
A
Acos y
A
Acos z
kcosjcosicosA
AuA
16 ENGI 1313 Statics I – Lecture 05© 2007 S. Kenny, Ph.D., P.Eng.
Cartesian Vector Direction (cont.)
Find Unit Vector Amplitude, | uA | Recall general case for vector and magnitude
Where the unit vector and magnitude is
Therefore
^
kcosjcosicosuA
2z
2y
2x AAAAA
kAjAiAA zyx
1coscoscosu 222A
1coscoscos 222
17 ENGI 1313 Statics I – Lecture 05© 2007 S. Kenny, Ph.D., P.Eng.
Cartesian Vector Orientation (cont.)
Typical Cartesian Vector Problems Magnitude and
coordinate angles• Example 2.8
Magnitude and projection angles• Example 2.10
Only need to know 2 angles
18 ENGI 1313 Statics I – Lecture 05© 2007 S. Kenny, Ph.D., P.Eng.
Comprehension Quiz 5-01
If you only know uA (unit vector) you can determine the ________ of A uniquely.
A) magnitude (A) B) angles (, , and ) C) components (Ax, Ay, & Az) D) All of the above
Answer B Unit vector (uA) defines direction
|A| defines magnitude
19 ENGI 1313 Statics I – Lecture 05© 2007 S. Kenny, Ph.D., P.Eng.
Example Problem 5-01
Forces F and G are applied to a hook. Force F makes 60° angle with the X-Y plane. Force G has a magnitude of 80 lb with = 111° and = 69.3°.
Find the resultant force in Cartesian vector form
G= 80lb = 111 = 69.3
20 ENGI 1313 Statics I – Lecture 05© 2007 S. Kenny, Ph.D., P.Eng.
G= 80lb = 111 = 69.3
Example Problem 5-01 (cont.)
Resolve Force F components
Cartesian Vector Notation
lb60.8660sinlb100Fz
Fz
F
lb00.5060coslb100F
lb36.3545coslb50Fx
lb36.3545sinlb50Fy Fy
Fx
lbk60.86j36.35i36.35F
21 ENGI 1313 Statics I – Lecture 05© 2007 S. Kenny, Ph.D., P.Eng.
G= 80lb = 111 = 69.3
Example Problem 5-01 (cont.)
Determine for Vector G1coscoscos 222
1cos3.69cos111cos 222
8641.03535.03584.01cos 22
78.149or22.30
22 ENGI 1313 Statics I – Lecture 05© 2007 S. Kenny, Ph.D., P.Eng.
Example Problem 5-01 (cont.)
Coordinate Direction Angles =111
= 111
y
z
x
-xG = 80lb
cosGGx
lb111cos80Gx
lb111180cos80Gx
G
Gcos x
Unit circle
lb67.28Gx
23 ENGI 1313 Statics I – Lecture 05© 2007 S. Kenny, Ph.D., P.Eng.
Example Problem 5-01 (cont.)
Coordinate Direction Angles and
y
z
x
-xG = 80lb
= 69.3 = 30.2
24 ENGI 1313 Statics I – Lecture 05© 2007 S. Kenny, Ph.D., P.Eng.
Example Problem 5-01 (cont.)
Cartesian Vector G
= 111
y
z
x
-x
= 69.3 = 30.2
lbk22.30cos80j3.69cos80i111cos80G
lbk13.69j28.28i67.28G
G = 80lb
25 ENGI 1313 Statics I – Lecture 05© 2007 S. Kenny, Ph.D., P.Eng.
G= 80lb = 111 = 69.3
Example Problem 5-01 (cont.)
Combine Force Vectors
Resultant Vector
lbk13.69j28.28i67.28G
lbk60.86j36.35i36.35F
GFR
lbk13.6960.86j28.2836.35i67.2836.35R
lbk156j08.7i69.6R
26 ENGI 1313 Statics I – Lecture 05© 2007 S. Kenny, Ph.D., P.Eng.
Group Problem 5-01
Problem 2-57 (Hibbeler, 2007) Determine the magnitude and coordinate
direction angles of F11 and F22. Sketch each force on an x, y, z reference.
Nk40j50i60F1
Nk30j85i40F2
27 ENGI 1313 Statics I – Lecture 05© 2007 S. Kenny, Ph.D., P.Eng.
Group Problem 5-01 (cont.)
Force F11
Nk40j50i60F1
N7.87N40N50N60F 2221
9.46N75.87
N60
F
Fcos 1
1
x11
9.62N75.87
N40
F
Fcos 1
1
z11
125N75.87
N50
F
Fcos 1
1
y11
28 ENGI 1313 Statics I – Lecture 05© 2007 S. Kenny, Ph.D., P.Eng.
Group Problem 5-01 (cont.)
Force F22
Nk30j85i40F2
N6.98N30N85N40F 2222
114N62.98
N40
F
Fcos 2
2
x22
3.72N62.98
N30
F
Fcos 2
2
z22
150N62.98
N85
F
Fcos 2
2
y22
29 ENGI 1313 Statics I – Lecture 05© 2007 S. Kenny, Ph.D., P.Eng.
Group Problem 5-02
Problem 2-59 (Hibbeler, 2007) Determine the
magnitude and coordinate angles of F acting on the stake.
30 ENGI 1313 Statics I – Lecture 05© 2007 S. Kenny, Ph.D., P.Eng.
Group Problem 5-02
Determine F and components
N504
5N40F
N7.1370cosN40Fx
N6.3770sinN40Fy
N304
3N40Fz
Fz
Fy
Fx
F
31 ENGI 1313 Statics I – Lecture 05© 2007 S. Kenny, Ph.D., P.Eng.
Group Problem 5-02
Determine Coordinate Direction Angles
1.74N50
N68.13
F
Fcos x
1.53N50
N30
F
Fcos z
3.41N50
N58.37
F
Fcos y
32 ENGI 1313 Statics I – Lecture 05© 2007 S. Kenny, Ph.D., P.Eng.
Classification of Textbook Problems
Hibbeler (2007)Problem
SetConcept
Degree of Difficulty
Estimated Time
2-57 Cartesian: Magnitude & direction Medium 10-15min
2-58 to 2-60 Cartesian: Forces Easy 5-10min
2-61 to 2-69 Cartesian; Force components & resultant Easy 5-10min
2-70 to 2-71 Cartesian; Force components & resultant Hard 20-25min
2-72 to 2-78 Cartesian; Force components & resultant Medium 15-20min