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Additional examples &
problems
GE 111; Topics 11-12

1

GE 111 Engineering Problem Solving

Nov 2013
Determinant of 2-by-2 Matrix
a b 
A 

c d 

(a+c,b+d)

(a,b)

det(A) = ad – bc
if these are real numbers,
then A can be mapped into
area of the parallelogram.

(c,d)

The area of the parallelogram is the absolute value determinant of the
matrix formed by the vectors representing the parallelogram's sides.
From ‘Determinant’ in Wikipedia
2

GE 111 Engineering Problem Solving

Nov 2013
Determinant of 3-by-3 Matrix
If values within matrix are
real then they can be
mapped to represent a
parallelepiped. The
volume of this
parallelepiped is the
absolute value of the
determinant of the matrix
formed by the rows r1, r2,
and r3.
300
020
0 0 1 |det(A)| = |6|

320
121
0 2 1 |det(A)| = |-2| = 2

For more explanation and visualization see: MIT OCW
http://ocw.mit.edu/ans7870/18/18.013a/textbook/HTML/chapter04/section01.html
3

Diagram from C. Rocchini. Permission for reuse by GNU Free Documentation License
GE 111 Engineering Problem Solving
Nov 2013
http://en.wikipedia.org/wiki/Determinant
Example1: determinant of a 4x4
3 0 2 -1

-

+

-

+

-

+

1 2 0 -2

-

+

-

+

-

+

-

4 0 6 -3

+

-

+

-

+

-

+

5 0 2

A=

+

-

+

- +

0

First do cofactor expansion along 1 st row developing 3x3 matrices

2 0 -2

1 0 -2

1 2 -2

1 2 0

det (A) = 3 0 6 -3 - 0 4 6 -3 + 2 4 0 -3 - (-1) 4 0 6
0 2 0
5 2 0
5 0 0
5 0 2
Second do cofactor expansion along 1 st row of each 3x3 developing 2x2 determinants)

=3 2

6 -3
2

0

-0

0 -3
0

0

+ (-2)

0

6

0

2

- 0 +2 1

0 -3
0

0

...

det (A) = 20
4

Example from http://nebula.deanza.edu/~bloom/math43/Determinant4x4Matrix.pdf
GE 111 Engineering Problem Solving

Nov 2013
Example1: determinant of a 4x4
3 0 2 -1

-

+

-

+

-

+

1 2 0 -2

-

+

-

+

-

+

-

4 0 6 -3

+

-

+

-

+

-

+

5 0 2

A=

+

-

+

- +

0

Do cofactor expansion along column 2 developing 3x3 matrices

1 0 -2

3 2 -1

3 2 -1

3 2 -1

det (A) = -0 4 6 -3 + 2 4 6 -3 - 0 1 0 -2
5 2 0
5 2 0
5 2 0

+ 0 1 0 -2
4 0

6

Do cofactor expansion along row 3 of remaining 3x3 developing 2x2 determinants)

=2 5

2 -1
6 -3

-2

3 -1
4 -3

+0

3

2

4

6

det (A) = 20
5

Example from http://nebula.deanza.edu/~bloom/math43/Determinant4x4Matrix.pdf
GE 111 Engineering Problem Solving

Nov 2013
Example2: determinant of a 4x4
2
-2
A= 1
-1

5
-3
3
-6

-3
2
-2
4

-2
-5
2
3

0
0
1
0

-7
3
3
-3

5
-2
-2
2

4
9
2
5

2R4+R1
2R3+R2
R3+R4

Pick a pivot point wish to do cofactor
expansion along that can create ‘0’s
along a row or column; e.g. a31

-7 5 4
+1 3 -2 9
R2+R3 -3 2 5

-7 5 4
+1 3 -2 9
0 0 14

-7 5
det (A) = 1 (14
) = 1(14 (14-15) = -14
3 -2

6

GE 111 Engineering Problem Solving

Nov 2013
Problems 1&2 : Find determinants
6
2
A= 1
3
-1

2
1
1
0
-1

1
1
2
2
-3

6
0
B= 0
0
0

2
1
0
0
0

1
1
2
0
0

7

0
-2
-2
3
4

0
-2
-2
3
0

5
1
3
-1
2

5
1
3
-1
2

det (A) = 34

det (B) = 72

GE 111 Engineering Problem Solving

Nov 2013
Problem 3: A Traffic Light Assembly
C
Z
6m

D
A
3m

X

h
4m

B
4m
4m

6m

3m
4m

3m

8

GE 111 Engineering Problem Solving

Y

Nov 2013
3: A Traffic Light Assembly




9

The mass of the traffic light = 20 kg
h = 3.5 m. For equilibrium:

GE 111 Engineering Problem Solving

Nov 2013
3: A Traffic Light Assembly

 0.597  0.8381 0.796 
A   0.796  0.4191  0.597


0.0995 0.3492 0.0995 



 0 
B 0 


196.2



det( A)  0.4702

10

GE 111 Engineering Problem Solving

Nov 2013
3: A Traffic Light Assembly
 0.597  0.8381 0.796 
A   0.796  0.4191  0.597


0.0995 0.3492 0.0995 



FAB

 0 
B 0 


196.2



0
 0.8381 0.796
0
 0.4191  0.597
196.2 0.3492 0.0995 163.62


det( A)
0.4702

FAC

det( A)  0.4702

= 348.0

= 413.1

FAD = 174.0
11

GE 111 Engineering Problem Solving

Nov 2013
Problem 4: An Electric Circuit
Given the circuit in
the adjacent image,
what is the current
(ampere) for I1, I2,
and I3?
Ohm’s law: current through a conductor between two points
is directly proportional to the potential difference across two
points. V (volts) = I (ampere) R(ohms)
Kirchoff’s voltage law: The sum of all voltage drops around
a closed loop is zero.
Kirchoff’s current law: At any junction, current in must equal
to current out.
12

GE 111 Engineering Problem Solving

Nov 2013
Problem 4: An Electric Circuit

20I1  12I 3  80

15I 2  12 I 3  120

Kirchoff’s voltage law: The sum of all voltage drops around
a closed loop is zero.
Kirchoff’s current law: At any junction, current in must
equal to current out.
I 3  I1  I 2
13

GE 111 Engineering Problem Solving

Nov 2013
Problem 4: An Electric Circuit
20I1  12I 3  80

20I1  12I 3  80

15I 2  12 I 3  120

15I 2  12 I 3  120

I 3  I1  I 2  0

I 3  I1  I 2

20 0 12
0 15 12
-1 -1 1

I1
I2
I3

80
= 120
0

I1 = 1, I2 = 4, I3 = 5
14

GE 111 Engineering Problem Solving

Nov 2013
Problem 5: Traffic Flow

15

800

600

Ruth Street

x2

x1
Tait Street
D

700

GE 111 Engineering Problem Solving

x4

B
Preston Ave.

A
Clarence Ave.

Rush-hour traffic along one-way
Streets is shown in adjacent figure.
The numbers represent traffic flow
in vehicles per hour that enter and
400
leave the streets. The variables;
x1, x2, x3, and x4 represent the
traffic flow on the streets between
the four intersections.
Assumptions:
• All the cars that enter the
system, leave (no parking is
400
allowed).
• All the cars that enter any one
intersection leave (no
breakdowns).
• Cars cannot go in reverse (all
flow must be nonnegative)

300

x3

C

700

500

Nov 2013
Problem 5: Traffic Flow
Flow through intersections and on streets between each
intersection (Vph)
Intersection
A

Flow
x1

B

x2

C

D

16

x2

1000
x3
x3

x1

1100
x4

1200

x4

1100

GE 111 Engineering Problem Solving

Nov 2013
Problem 5: Traffic Flow
Gauss-Jordan Elimination and create one column of x4’s
1
0
0
1

1
1
0
0

0
1
1
0

0
0
1
1

1
0
0
-R1+R4 0

1000
1100
1200
1100

0
1
0
0

1
-R3+R2 0
0
1

0 1 1100
0 -1 -100
1 1 1200
0 0
0

1
1
0
0

0 0
0 -1
1 1
0 1

1000
-100
1200
1100

x1 + x4 = 1100
x2 – x4 = -100
x3 + x4 = 1200

-R2+R1

1
0
0
1

0
1
0
0

0 1
0 -1
1 1
0 1

1100
-100
1200
1100

x1 = -x4 + 1100
x2 = x4 - 100
x3 = -x4 + 1200

As traffic flow must have nonnegative values:
100 ≤ x4 ≤ 1100

17

GE 111 Engineering Problem Solving

Nov 2013
Problem 5: Traffic Flow
800

600
Ruth Street

400

Example:
A water main breaks on Tait Street between
intersections C and D. They have to constrict traffic
during construction. The maximum flow capacity
along Preston (between intersections B and C) is 950
Vph, what is the maximum flow capacity that Tait
Street can handle during construction?

18

GE 111 Engineering Problem Solving

x2

B

x1
Tait Street
D

700

x4

Preston Ave.

A

400

Clarence Ave.

There is a variety of solutions, however they must all
involve positive values of traffic flow. Placing
constraints on the system can provide more
information.

300

x3

C

500

x1 = -x4 + 1100
x2 = x4 - 100
x3 = -x4 + 1200

Nov 2013

700

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12b applications

  • 1. Additional examples & problems GE 111; Topics 11-12 1 GE 111 Engineering Problem Solving Nov 2013
  • 2. Determinant of 2-by-2 Matrix a b  A   c d  (a+c,b+d) (a,b) det(A) = ad – bc if these are real numbers, then A can be mapped into area of the parallelogram. (c,d) The area of the parallelogram is the absolute value determinant of the matrix formed by the vectors representing the parallelogram's sides. From ‘Determinant’ in Wikipedia 2 GE 111 Engineering Problem Solving Nov 2013
  • 3. Determinant of 3-by-3 Matrix If values within matrix are real then they can be mapped to represent a parallelepiped. The volume of this parallelepiped is the absolute value of the determinant of the matrix formed by the rows r1, r2, and r3. 300 020 0 0 1 |det(A)| = |6| 320 121 0 2 1 |det(A)| = |-2| = 2 For more explanation and visualization see: MIT OCW http://ocw.mit.edu/ans7870/18/18.013a/textbook/HTML/chapter04/section01.html 3 Diagram from C. Rocchini. Permission for reuse by GNU Free Documentation License GE 111 Engineering Problem Solving Nov 2013 http://en.wikipedia.org/wiki/Determinant
  • 4. Example1: determinant of a 4x4 3 0 2 -1 - + - + - + 1 2 0 -2 - + - + - + - 4 0 6 -3 + - + - + - + 5 0 2 A= + - + - + 0 First do cofactor expansion along 1 st row developing 3x3 matrices 2 0 -2 1 0 -2 1 2 -2 1 2 0 det (A) = 3 0 6 -3 - 0 4 6 -3 + 2 4 0 -3 - (-1) 4 0 6 0 2 0 5 2 0 5 0 0 5 0 2 Second do cofactor expansion along 1 st row of each 3x3 developing 2x2 determinants) =3 2 6 -3 2 0 -0 0 -3 0 0 + (-2) 0 6 0 2 - 0 +2 1 0 -3 0 0 ... det (A) = 20 4 Example from http://nebula.deanza.edu/~bloom/math43/Determinant4x4Matrix.pdf GE 111 Engineering Problem Solving Nov 2013
  • 5. Example1: determinant of a 4x4 3 0 2 -1 - + - + - + 1 2 0 -2 - + - + - + - 4 0 6 -3 + - + - + - + 5 0 2 A= + - + - + 0 Do cofactor expansion along column 2 developing 3x3 matrices 1 0 -2 3 2 -1 3 2 -1 3 2 -1 det (A) = -0 4 6 -3 + 2 4 6 -3 - 0 1 0 -2 5 2 0 5 2 0 5 2 0 + 0 1 0 -2 4 0 6 Do cofactor expansion along row 3 of remaining 3x3 developing 2x2 determinants) =2 5 2 -1 6 -3 -2 3 -1 4 -3 +0 3 2 4 6 det (A) = 20 5 Example from http://nebula.deanza.edu/~bloom/math43/Determinant4x4Matrix.pdf GE 111 Engineering Problem Solving Nov 2013
  • 6. Example2: determinant of a 4x4 2 -2 A= 1 -1 5 -3 3 -6 -3 2 -2 4 -2 -5 2 3 0 0 1 0 -7 3 3 -3 5 -2 -2 2 4 9 2 5 2R4+R1 2R3+R2 R3+R4 Pick a pivot point wish to do cofactor expansion along that can create ‘0’s along a row or column; e.g. a31 -7 5 4 +1 3 -2 9 R2+R3 -3 2 5 -7 5 4 +1 3 -2 9 0 0 14 -7 5 det (A) = 1 (14 ) = 1(14 (14-15) = -14 3 -2 6 GE 111 Engineering Problem Solving Nov 2013
  • 7. Problems 1&2 : Find determinants 6 2 A= 1 3 -1 2 1 1 0 -1 1 1 2 2 -3 6 0 B= 0 0 0 2 1 0 0 0 1 1 2 0 0 7 0 -2 -2 3 4 0 -2 -2 3 0 5 1 3 -1 2 5 1 3 -1 2 det (A) = 34 det (B) = 72 GE 111 Engineering Problem Solving Nov 2013
  • 8. Problem 3: A Traffic Light Assembly C Z 6m D A 3m X h 4m B 4m 4m 6m 3m 4m 3m 8 GE 111 Engineering Problem Solving Y Nov 2013
  • 9. 3: A Traffic Light Assembly   9 The mass of the traffic light = 20 kg h = 3.5 m. For equilibrium: GE 111 Engineering Problem Solving Nov 2013
  • 10. 3: A Traffic Light Assembly  0.597  0.8381 0.796  A   0.796  0.4191  0.597   0.0995 0.3492 0.0995     0  B 0    196.2   det( A)  0.4702 10 GE 111 Engineering Problem Solving Nov 2013
  • 11. 3: A Traffic Light Assembly  0.597  0.8381 0.796  A   0.796  0.4191  0.597   0.0995 0.3492 0.0995    FAB  0  B 0    196.2   0  0.8381 0.796 0  0.4191  0.597 196.2 0.3492 0.0995 163.62   det( A) 0.4702 FAC det( A)  0.4702 = 348.0 = 413.1 FAD = 174.0 11 GE 111 Engineering Problem Solving Nov 2013
  • 12. Problem 4: An Electric Circuit Given the circuit in the adjacent image, what is the current (ampere) for I1, I2, and I3? Ohm’s law: current through a conductor between two points is directly proportional to the potential difference across two points. V (volts) = I (ampere) R(ohms) Kirchoff’s voltage law: The sum of all voltage drops around a closed loop is zero. Kirchoff’s current law: At any junction, current in must equal to current out. 12 GE 111 Engineering Problem Solving Nov 2013
  • 13. Problem 4: An Electric Circuit 20I1  12I 3  80 15I 2  12 I 3  120 Kirchoff’s voltage law: The sum of all voltage drops around a closed loop is zero. Kirchoff’s current law: At any junction, current in must equal to current out. I 3  I1  I 2 13 GE 111 Engineering Problem Solving Nov 2013
  • 14. Problem 4: An Electric Circuit 20I1  12I 3  80 20I1  12I 3  80 15I 2  12 I 3  120 15I 2  12 I 3  120 I 3  I1  I 2  0 I 3  I1  I 2 20 0 12 0 15 12 -1 -1 1 I1 I2 I3 80 = 120 0 I1 = 1, I2 = 4, I3 = 5 14 GE 111 Engineering Problem Solving Nov 2013
  • 15. Problem 5: Traffic Flow 15 800 600 Ruth Street x2 x1 Tait Street D 700 GE 111 Engineering Problem Solving x4 B Preston Ave. A Clarence Ave. Rush-hour traffic along one-way Streets is shown in adjacent figure. The numbers represent traffic flow in vehicles per hour that enter and 400 leave the streets. The variables; x1, x2, x3, and x4 represent the traffic flow on the streets between the four intersections. Assumptions: • All the cars that enter the system, leave (no parking is 400 allowed). • All the cars that enter any one intersection leave (no breakdowns). • Cars cannot go in reverse (all flow must be nonnegative) 300 x3 C 700 500 Nov 2013
  • 16. Problem 5: Traffic Flow Flow through intersections and on streets between each intersection (Vph) Intersection A Flow x1 B x2 C D 16 x2 1000 x3 x3 x1 1100 x4 1200 x4 1100 GE 111 Engineering Problem Solving Nov 2013
  • 17. Problem 5: Traffic Flow Gauss-Jordan Elimination and create one column of x4’s 1 0 0 1 1 1 0 0 0 1 1 0 0 0 1 1 1 0 0 -R1+R4 0 1000 1100 1200 1100 0 1 0 0 1 -R3+R2 0 0 1 0 1 1100 0 -1 -100 1 1 1200 0 0 0 1 1 0 0 0 0 0 -1 1 1 0 1 1000 -100 1200 1100 x1 + x4 = 1100 x2 – x4 = -100 x3 + x4 = 1200 -R2+R1 1 0 0 1 0 1 0 0 0 1 0 -1 1 1 0 1 1100 -100 1200 1100 x1 = -x4 + 1100 x2 = x4 - 100 x3 = -x4 + 1200 As traffic flow must have nonnegative values: 100 ≤ x4 ≤ 1100 17 GE 111 Engineering Problem Solving Nov 2013
  • 18. Problem 5: Traffic Flow 800 600 Ruth Street 400 Example: A water main breaks on Tait Street between intersections C and D. They have to constrict traffic during construction. The maximum flow capacity along Preston (between intersections B and C) is 950 Vph, what is the maximum flow capacity that Tait Street can handle during construction? 18 GE 111 Engineering Problem Solving x2 B x1 Tait Street D 700 x4 Preston Ave. A 400 Clarence Ave. There is a variety of solutions, however they must all involve positive values of traffic flow. Placing constraints on the system can provide more information. 300 x3 C 500 x1 = -x4 + 1100 x2 = x4 - 100 x3 = -x4 + 1200 Nov 2013 700