Project Planning and Scheduling Examples

PERT Expected Time Calculation

Problem Statement: An activity has the following time estimates: Optimistic (tot_o) = 4 days, Most Likely (tmt_m) = 7 days, and Pessimistic (tpt_p) = 16 days. Calculate the expected duration (tet_e) and the variance (vv) of the activity.

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PERT Probability of Completion

Problem Statement: A project has an expected critical path length (TeT_e) of 40 days and a project standard deviation (σp\sigma_p) of 2 days. What is the probability that the project will be completed in 43 days or less?

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Critical Path and Total Float

Problem Statement: Activity D has an Early Start (ES\text{ES}) of day 10, a duration (tt) of 5 days, a Late Finish (LF\text{LF}) of day 20. Calculate the Early Finish (EF\text{EF}), Late Start (LS\text{LS}), Total Float (TF\text{TF}), and Free Float (FF\text{FF}) if its only successor, Activity E, has an ES\text{ES} of day 17.

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Schedule Crashing (Cost Slope)

Problem Statement: An activity normally takes 10 days and costs $5,000. It can be "crashed" (expedited) to 7 days at a total cost of $6,500. Calculate the cost slope. If the project manager needs to save 2 days on the critical path, how much extra will it cost?

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Forward Pass Calculation

Problem Statement: A project begins with Activity A (duration = 4 days) and Activity B (duration = 6 days). Both start on day 0. Activity C (duration = 5 days) depends on Activity A. Activity D (duration = 3 days) depends on both A and B. Calculate the Early Start (ES\text{ES}) and Early Finish (EF\text{EF}) for all four activities.

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Backward Pass Calculation

Problem Statement: Continuing from the previous example, the project ends after Activities C and D are completed. The required project duration is 9 days. Calculate the Late Finish (LF\text{LF}) and Late Start (LS\text{LS}) for all four activities.

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PERT Expected Project Duration and Variance

Problem Statement: A project consists of three activities on its critical path: Activity X, Activity Y, and Activity Z. Their expected durations (tet_e) are 5, 8, and 12 days, respectively. Their variances (vv) are 1.5, 2.0, and 3.5. Calculate the expected project duration (TeT_e) and project standard deviation (σp\sigma_p).

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Advanced Schedule Crashing with Parallel Paths

Problem Statement: A project has two parallel critical paths, Path 1 and Path 2, both with a current duration of 20 days. To reduce the project duration to 19 days, you must crash activities on both paths simultaneously. On Path 1, Activity M can be crashed for $400/day. On Path 2, Activity N can be crashed for $300/day, and Activity P can be crashed for $500/day. Additionally, there is a common Activity Q that lies on both paths and can be crashed for $800/day. What is the most cost-effective way to save 1 day on the project schedule?

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