ADVANCED EXCEL
CPM assumes we know a fixed time estimate for each activity and there is no variability in activity times
PERT uses a probability distribution for activity times to allow for variability
Variability in Activity Times
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Three time estimates are required
Optimistic time (a) – if everything goes according to plan
Pessimistic time (b) – assuming very unfavorable conditions
Most likely time (m) – most realistic estimate
Variability in Activity Times
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Estimate follows beta distribution
Variability in Activity Times
Expected activity time:
Variance of activity completion times:
t = (a + 4m + b)/6
v = [(b – a)/6]2
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Expected activity time:
Variance of activity completion times:
t = (a + 4m + b)/6
v = [(b – a)/6]2
Estimate follows beta distribution
Variability in Activity Times
t = (a + 4m + b)/6
v = [(b − a)/6]2
Probability of 1 in 100 of > b occurring
Probability of 1 in 100 of < a occurring
Probability
Optimistic Time (a)
Most Likely
Time (m)
Pessimistic
Time (b)
Activity Time
Figure 3.11
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Computing Variance
| TABLE 3.4 | Time Estimates (in weeks) for Milwaukee Paper's Project | |||||
| ACTIVITY | OPTIMISTIC a | MOST LIKELY m | PESSIMISTIC b | EXPECTED TIME t = (a + 4m + b)/6 | VARIANCE [(b – a)/6]2 | |
| A | 1 | 2 | 3 | 2 | .11 | |
| B | 2 | 3 | 4 | 3 | .11 | |
| C | 1 | 2 | 3 | 2 | .11 | |
| D | 2 | 4 | 6 | 4 | .44 | |
| E | 1 | 4 | 7 | 4 | 1.00 | |
| F | 1 | 2 | 9 | 3 | 1.78 | |
| G | 3 | 4 | 11 | 5 | 1.78 | |
| H | 1 | 2 | 3 | 2 | .11 |
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Probability of Project Completion
Project variance is computed by summing the variances of critical activities
s2 = Project variance
= (variances of activities on critical path)
p
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Probability of Project Completion
Project variance is computed by summing the variances of critical activities
Project variance
s2 = .11 + .11 + 1.00 + 1.78 + .11 = 3.11
Project standard deviation
sp = Project variance
= 3.11 = 1.76 weeks
p
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Probability of Project Completion
PERT makes two more assumptions:
Total project completion times follow a normal probability distribution
Activity times are statistically independent
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Probability of Project Completion
Standard deviation = 1.76 weeks
15 Weeks
(Expected Completion Time)
Figure 3.12
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Probability of Project Completion
What is the probability this project can be completed on or before the 16 week deadline?
Z = – /sp
= (16 weeks – 15 weeks)/1.76
= 0.57
Due Expected date date of completion
Where Z is the number of standard deviations the due date or target date lies from the mean or expected date
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Probability of Project Completion
What is the probability this project can be completed on or before the 16 week deadline?
Z = − /sp
= (16 wks − 15 wks)/1.76
= 0.57
due expected date date of completion
Where Z is the number of standard deviations the due date or target date lies from the mean or expected date
.00 .01 .07 .08
.1 .50000 .50399 .52790 .53188
.2 .53983 .54380 .56749 .57142
.5 .69146 .69497 .71566 .71904
.6 .72575 .72907 .74857 .75175
From Appendix I
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Probability of Project Completion
Time
Probability (T ≤ 16 weeks) is 71.57%
Figure 3.13
0.57 Standard deviations
15 16 Weeks Weeks
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Determining Project Completion Time
Probability of 0.01
Z
Figure 3.14
From Appendix I
Probability of 0.99
2.33 Standard deviations
0
2.33
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Variability of Completion Time for Noncritical Paths
Variability of times for activities on noncritical paths must be considered when finding the probability of finishing in a specified time
Variation in noncritical activity may cause change in critical path
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What Project Management Has Provided So Far
The project’s expected completion time is 15 weeks
There is a 71.57% chance the equipment will be in place by the 16 week deadline
Five activities (A, C, E, G, and H) are on the critical path
Three activities (B, D, F) are not on the critical path and have slack time
A detailed schedule is available
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