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Introduction to PERT
Work Breakdown Schedule
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activity 1-2 activity 5-6 airframe average BALANCE LINE beginning event beta distribution breakdown schedule calculate CM CM cm oo cn cn cn construction Crash activity 3-5 critical path method earliest expected date ending event entire project events and activities example expected elapsed Gantt chart h CM illustrated in Figure interface event interior piers involved labor latest allowable date Line of Balance longest path method network in Figure network-beginning event network-ending event normal oi oi oi Ol Ol Ol oo oi oo oo oo Operations Research optimistic percent PERT network PERT system PERT technique PERT/Cost pessimistic pipelines planning and control pleted pletion probability probability theory project cost project manager reduce replanning represents required to complete series-connected shown in Figure simple slack time report standard deviation Table task three time estimates tion TL for event uncrashed weeks Activity zero-time activity