Time Estimates (weeks) | |||
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Activity | a | m | b |
1 | 5 | 8 | 17 |
2 | 7 | 10 | 13 |
3 | 3 | 5 | 7 |
4 | 1 | 3 | 5 |
5 | 4 | 6 | 8 |
6 | 3 | 3 | 3 |
7 | 3 | 4 | 5 |
Step 1. | Compute the Expected Activity Times and Variances Using the following formulas, compute the expected time and variance for each activity:
These values and the remaining expected times and variances for each activity follow:
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Step 2. | Determine the Earliest and Latest Times at Each Node The earliest and latest activity times and the activity slack are shown on the following network: | ||||||||||||||||||||||||
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Step 3. | Identify the Critical Path and Compute Expected Project Completion Time and Variance After observing the foregoing network and those activities with no slack (i.e., S = 0), we can identify the critical path as 1 3 5 7. The expected project completion time ( t P ) is 24 days. The variance is computed by summing the variances for the activities in the critical path:
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Step 4. | Determine the Probability That the Project Will Be Completed in 28 Days or Less The following normal probability distribution describes the probability analysis: Compute Z by using the following formula: The corresponding probability from Table A.1 in Appendix A is .4633; thus, P ( x 28) = .9633 |