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Project Management CPM, PERT, Crashing – An Illustrative Example David S.W. Lai Sept 19, 2013.

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Project Management CPM, PERT, Crashing – An Illustrative Example David S.W. Lai Sept 19, 2013
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Page 1: Project Management CPM, PERT, Crashing – An Illustrative Example David S.W. Lai Sept 19, 2013.

Project ManagementCPM, PERT, Crashing – An Illustrative Example

David S.W. LaiSept 19, 2013

Page 2: Project Management CPM, PERT, Crashing – An Illustrative Example David S.W. Lai Sept 19, 2013.

Activity Immediate Predecessors

Expected Time (days)

1 Walls and Ceiling 2 5

2 Foundation - 3

3 Roof Timbers 1 2

4 Roof Sheathing 3 3

5 Electrical Wiring 1 4

6 Roof Shingles 4 8

7 Exterior Siding 8 5

8 Windows 1 2

9 Paint 6, 7, 10 2

10 Inside Wall Board 8, 5 3

Modified from Moore and Weatherford, Decision Modelling, Pearson 2001.

The House Construction ProblemThe Build-Rite Construction Company has identified ten activities that take place in building a house. They are

Page 3: Project Management CPM, PERT, Crashing – An Illustrative Example David S.W. Lai Sept 19, 2013.

Activity NormalTime

Normal Cost

Crash Time

Crash Cost

1 5 50 3 722 3 20 2 303 2 15 1 304 3 8 1 205 4 30 4 306 8 13 4 217 5 45 1 658 2 45 1 529 2 40 2 40

10 3 22 2 34

2 3 4 5 64050607080

Activity Time

Cost

e.g. Cost for Activity 1

Build-Rite’s engineers have calculated the cost of completing each activity. Their results are given below.

Page 4: Project Management CPM, PERT, Crashing – An Illustrative Example David S.W. Lai Sept 19, 2013.

Activity Optimistic Time ( a )

Most Probable Time ( m )

Pessimistic Time ( b )

1 3 5 7

2 2 3 4

3 1 2 3

4 1 2 9

5 4 4 4

6 4 8 12

7 1 3 17

8 1 2 3

9 2 2 2

10 2 3 4

On the basis of company history, Build-Rite’s management has determined the following time estimates for each activity.

Page 5: Project Management CPM, PERT, Crashing – An Illustrative Example David S.W. Lai Sept 19, 2013.

Questions

1) Determine the slacks and the critical path.2) How much would it cost to reduce the project duration by 7

days? 10 days?3) What is the probability that all the activities on the current

critical path(s) will be completed within 25 days?

Page 6: Project Management CPM, PERT, Crashing – An Illustrative Example David S.W. Lai Sept 19, 2013.

Critical Path Method (CPM)

Step 1: Forward passStep 2: Backward passStep 3: Calculating

Identify the critical path(s).interpret the meaning of slacks and critical activities.

Page 7: Project Management CPM, PERT, Crashing – An Illustrative Example David S.W. Lai Sept 19, 2013.

2 1

3

5

8 7

9 ENDStart

0 3 5

2

4

2

83

0

4

10

6

3

5

2

NotationsES EF

LS LF

ES: Earliest Start LS: Latest Start TS: Total SlackEF: Earliest Finish LF: Latest Finish FS: Free Slack

Page 8: Project Management CPM, PERT, Crashing – An Illustrative Example David S.W. Lai Sept 19, 2013.

Step 1: Forward Pass

2 1

3

5

8 7

9 ENDStart

Notations

ES: Earliest Start LS: Latest Start TS: Total SlackEF: Earliest Finish LF: Latest Finish FS: Free Slack

0 3 5

2

4

2

83

0

4

10

6

3

5

2

0 0 0 3 3 8

8 10 10 13 13 21

21 23 23 23

8 12 12 15

8 10 10 15

ES EF

LS LF

Page 9: Project Management CPM, PERT, Crashing – An Illustrative Example David S.W. Lai Sept 19, 2013.

2 1

3

5

8 7

9 ENDStart

Notations

ES: Earliest Start LS: Latest Start TS: Total SlackEF: Earliest Finish LF: Latest Finish FS: Free Slack

0 3 5

2

4

2

83

0

4

10

6

3

5

2

0 0 0 3 3 8

8 10 10 13 13 21

21 23 23 23

8 12 12 15

8 10 10 15

0 0

0 0

0 3

0 3

3 8

3 8

8 10

8 10

10 13

10 13

13 21

13 21

21 23

21 23

23 23

23 238 12

14 18

12 15

18 21

8 10

14 16

10 15

16 21

Step 2: Backward Pass

ES EF

LS LF

Page 10: Project Management CPM, PERT, Crashing – An Illustrative Example David S.W. Lai Sept 19, 2013.

2 1

3

5

8 7

9 ENDStart

Notations

ES: Earliest Start LS: Latest Start TS: Total SlackEF: Earliest Finish LF: Latest Finish FS: Free Slack

0 3 5

2

4

2

83

0

4

10

6

3

5

2

0 0 0 3 3 8

8 10 10 13 13 21

21 23 23 23

8 12 12 15

8 10 10 15

0 0

0 0

0 3

0 3

3 8

3 8

8 10

8 10

10 13

10 13

13 21

13 21

21 23

21 23

23 23

23 238 12

14 18

12 15

18 21

8 10

14 16

10 15

16 21

TS = 0FS = 0

TS = 0FS = 0

TS = 0FS = 0

TS = 0FS = 0

TS = 0FS = 0

TS = 0FS = 0

TS = 0FS = 0

TS = 0FS = 0

TS = 6FS = 0

TS = 6FS = 6

TS = 6FS = 0

TS = 6FS = 6

The slacks are equal to zero for all the critical activities.

ES EF

LS LF

Step 3: Calculating Slacks

Page 11: Project Management CPM, PERT, Crashing – An Illustrative Example David S.W. Lai Sept 19, 2013.

• In many cases, it is possible to reduce an activity’s duration by spending more money.

• To investigate the tradeoff between project duration and project cost…

Crashing

Page 12: Project Management CPM, PERT, Crashing – An Illustrative Example David S.W. Lai Sept 19, 2013.

Max. Crash Days Cost per Crash Day

2 11

1 10

1 15

2 6

0 -

4 2

4 5

1 7

0 -

1 12

Activity NormalTime

Normal Cost

Crash Time

Crash Cost

1 5 50 3 72

2 3 20 2 30

3 2 15 1 30

4 3 8 1 20

5 4 30 4 30

6 8 13 4 21

7 5 45 1 65

8 2 45 1 52

9 2 40 2 40

10 3 22 2 34

How much would it cost to reduce the project duration by 7 days? 10 days?

When the task is performed in the normal way without extra resources….• The project cost is $288• The shortest possible project duration is 23 days

summing up the normal costs for all activities

can be determined using CPM

Page 13: Project Management CPM, PERT, Crashing – An Illustrative Example David S.W. Lai Sept 19, 2013.

2 1

3

5

8 7

93 5

2

4

2

83

4

10

6

3

5

2

Project duration = 23Project cost = 288 Crash activity 6 by 4

days for a cost of $8.

Crash Time

Cost per Crash Day

1 3 11

2 2 10

3 1 15

4 1 6

5 4 ∞

6 4 2

7 1 5

8 1 7

9 2 ∞10 2 12

Critical activities to consider:

1, 2, 3, 4, 6

We may crash an activity for multiple days only when the critical path(s) remain the same and the cost for crashing is linear.

Page 14: Project Management CPM, PERT, Crashing – An Illustrative Example David S.W. Lai Sept 19, 2013.

2 1

3

5

8 7

93 5

2

4

2

43

4

10

6

3

5

2

Project duration = 19Project cost = 288+8

Crash activity 4 by 2 days for a cost of $12.

Crash Time

Cost per Crash Day

1 3 11

2 2 10

3 1 15

4 1 6

5 4 ∞

6 4 2

7 1 5

8 1 7

9 2 ∞10 2 12

Critical activities to consider:1, 2, 3, 4

Page 15: Project Management CPM, PERT, Crashing – An Illustrative Example David S.W. Lai Sept 19, 2013.

2 1

3

5

8 7

93 5

2

4

2

41

4

10

6

3

5

2

Project duration = 17Project cost = 288+8+12

Crash Time

Cost per Crash Day

1 3 11

2 2 10

3 1 15

4 1 6

5 4 ∞

6 4 2

7 1 5

8 1 7

9 2 ∞10 2 12

Crash activity 2 by 1 day for a cost of $10.

There are multiple critical paths.

Critical activities to consider:

1, 2, 3, 7, 8, 10

• Crash 3, 8 and 10?• Crash 3, 7 and 10?• Crash 1?

Page 16: Project Management CPM, PERT, Crashing – An Illustrative Example David S.W. Lai Sept 19, 2013.

2 1

3

5

8 7

93 5

2

4

2

41

4

10

6

3

5

2

Project duration = 16Project cost = 288+8+12+10

Crash Time

Cost per Crash Day

1 3 11

2 2 10

3 1 15

4 1 6

5 4 ∞

6 4 2

7 1 5

8 1 7

9 2 ∞10 2 12

Crash activity 1 by 2 day for a cost of $22.

• Crash 3, 8 and 10?• Crash 3, 7 and 10?

Critical activities to consider:

1, 3, 7, 8, 10

Page 17: Project Management CPM, PERT, Crashing – An Illustrative Example David S.W. Lai Sept 19, 2013.

2 1

3

5

8 7

93 5

2

4

2

41

4

10

6

3

5

2

Project duration = 14Project cost = 288+8+12+10+22

Crash Time

Cost per Crash Day

1 3 11

2 2 10

3 1 15

4 1 6

5 4 ∞

6 4 2

7 1 5

8 1 7

9 2 ∞10 2 12

Critical activities to consider:3, 7, 8, 10

Option 2: Crash activity

3, 7 and 10 by 1 day.The cost is 15+5+12 = 32

Option 1: Crash activity

3, 8 and 10 by 1 day.The cost is 15+7+12 = 34

Page 18: Project Management CPM, PERT, Crashing – An Illustrative Example David S.W. Lai Sept 19, 2013.

2 1

3

5

8 7

93 5

1

4

2

41

4

10

6

2

4

2

Project duration = 13Project cost = 288+8+12+10+22+32 = 372

Crash Time

Cost per Crash Day

1 3 11

2 2 10

3 1 15

4 1 6

5 4 ∞

6 4 2

7 1 5

8 1 7

9 2 ∞10 2 12

Critical activities to consider:

7, 8

Crashing 7, 8 or both 7 and 8 will not change the project duration.

Page 19: Project Management CPM, PERT, Crashing – An Illustrative Example David S.W. Lai Sept 19, 2013.

Time-Cost Trade-Off

Project Duration

ProjectCost

13 18 23280290300310320330340350360370380

Page 20: Project Management CPM, PERT, Crashing – An Illustrative Example David S.W. Lai Sept 19, 2013.

What is the probability that all the activities on the current critical path(s) will be completed within 25 days?

Task Activity Optimistic Time( a )

Most Probable Time

( m )

Pessimistic Time( b )

1 Walls and Ceiling 3 5 7

2 Foundation 2 3 43 Roof Timbers 1 2 34 Roof Sheathing 1 2 95 Electrical Wiring 4 4 4

6 Roof Shingles 4 8 127 Exterior Siding 1 3 178 Windows 1 2 39 Paint 2 2 2

10 Inside Wall Board 2 3 4

Page 21: Project Management CPM, PERT, Crashing – An Illustrative Example David S.W. Lai Sept 19, 2013.

Beta Distribution

The graph is taken form http://www.isixsigma.com

Page 22: Project Management CPM, PERT, Crashing – An Illustrative Example David S.W. Lai Sept 19, 2013.

Task Optimistic Time( a )

Most Probable

Time ( m )

Pessimistic Time( b )

1 3 5 7

2 2 3 4

3 1 2 3

4 1 2 9

5 4 4 4

6 4 8 12

7 1 3 17

8 1 2 3

9 2 2 2

10 2 3 4

Expected Activity TimeVariance

Expected Activity

Time

Variance

5 0.444

3 0.111

2 0.111

3 1.778

4 0.000

8 1.778

5 7.111

2 0.1112 0.000

3 0.111

Page 23: Project Management CPM, PERT, Crashing – An Illustrative Example David S.W. Lai Sept 19, 2013.

What is the probability that all the activities on the current critical path(s) will be completed within 25 days?

2 1

3

5

8 7

93 5

2

4

2

83

4

10

6

3

5

2

Task Expected Activity

Time

StandardDeviation

1 5 0.667

2 3 0.333

3 2 0.333

4 3 1.333

5 4 0

6 8 1.333

7 5 2.667

8 2 0.333

9 2 0

10 3 0.333

Page 24: Project Management CPM, PERT, Crashing – An Illustrative Example David S.W. Lai Sept 19, 2013.

• Assume that the activity times are independent random variables.

• The expected project duration is E(X) = 5 + 3 + 2 + 3 + 8 + 2 = 23 days• The corresponding variance is V(X) = 0.444+0.111+0.111+1.778+1.778+0.000 = 4.222• Assume that the project duration is normally

distributed (Based on the Central Limit Theorem)

Task Expected Activity

Time

Variance

1 5 0.444

2 3 0.111

3 2 0.111

4 3 1.778

5 4 0.000

6 8 1.778

7 5 7.111

8 2 0.111

9 2 0.000

10 3 0.111

What is the probability that all the activities on the current critical path(s) will be completed within 25 days?

Page 25: Project Management CPM, PERT, Crashing – An Illustrative Example David S.W. Lai Sept 19, 2013.

12 14 16 18 20 22 24 26 28 30 320.00 0.10 0.20 0.30 0.40 0.50 0.60 0.70 0.80 0.90 1.00

If we plot for all T =12,13,…,32,

The project duration estimates could be more complicated when the effect of the other paths on the project duration become significant.

Project Duration

Probability

Page 26: Project Management CPM, PERT, Crashing – An Illustrative Example David S.W. Lai Sept 19, 2013.

Questions?


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