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© 2000 by Prentice-Hall Inc Russell/Taylor Oper Mgt 3/e Chapter 6 Project Management
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2000 by Prentice-Hall, Inc2 A Project is Unique One-time operation Containing an interrelated set of unique activities Has a definite starting and end point Is designed to accomplish a specific set of objectives In a limited time frame
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2000 by Prentice-Hall, Inc3 Project management The planning, directing, and control of resources (people, equipment, and material) to meet the technical and cost constraints of the project
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2000 by Prentice-Hall, Inc4 Examples: Constructing a shopping complex Installing a new computer system Developing a new space shuttle Introducing a new product or service into the marketplace Redesigning the layout of a plant or office
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2000 by Prentice-Hall, Inc5 Ch 17 - 3 © 2000 by Prentice-Hall Inc Russell/Taylor Oper Mgt 3/e Project Planning Statement of work written description of goals, work & time frame of project Activities require labor, resources & time Precedence relationship shows sequential relationship of project activities
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2000 by Prentice-Hall, Inc6 Ch 17 - 4 © 2000 by Prentice-Hall Inc Russell/Taylor Oper Mgt 3/e Simplified Project Network 132 Construct forms Pour concrete
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2000 by Prentice-Hall, Inc7 Ch 17 - 5 © 2000 by Prentice-Hall Inc Russell/Taylor Oper Mgt 3/e Elements Of Project Planning Define project objective(s) Identify activities Establish precedence relationships Make time estimates Determine project completion time Compare project schedule objectives Determine resource requirements to meet objective
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2000 by Prentice-Hall, Inc8 Ch 17 - 7 © 2000 by Prentice-Hall Inc Russell/Taylor Oper Mgt 3/e Gantt Chart Popular tool for project scheduling Graph with bar for representing the time for each task Provides visual display of project schedule Also shows slack for activities (amount of time activity can be delayed without delaying project)
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2000 by Prentice-Hall, Inc9 Ch 17 - 8 © 2000by Prentice-Hall Inc Russell/Taylor Oper Mgt 3/e 2 0 41068 31579 Month Activity Design house and obtain financing Lay foundation Order and receive materials Build house Select paint Select carpet Finish work A Gantt Chart
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2000 by Prentice-Hall, Inc10 Ch 17 - 9 © 2000 by Prentice-Hall Inc Russell/Taylor Oper Mgt 3/e CPM/PERT Critical Path Method (CPM) DuPont & Remington-Rand (1956) deterministic task times Project Evaluation & Review Technique (PERT) US Navy, Booz, Allen & Hamilton multiple task time estimates
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2000 by Prentice-Hall, Inc11 Ch 17 - 10 © 2000 by Prentice-Hall Inc Russell/Taylor Oper Mgt 3/e The Project Network Network consists of branches & nodes 132 Branch Node
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2000 by Prentice-Hall, Inc12 Ch 17 - 12 © 2000 by Prentice-Hall Inc Russell/Taylor Oper Mgt 3/e Project Network For A House 124 6 7 3 5 3 2 0 1 3 1 1 1 Lay foundation Design house and obtain financing Order and receive materials Dummy Finish work Select carpet Select paint Build house
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2000 by Prentice-Hall, Inc13 Ch 17 - 13 © 2000 by Prentice-Hall Inc Russell/Taylor Oper Mgt 3/e Critical Path A path is a sequence of connected activities running from start to end node in network The critical path is the path with the longest duration in the network Project cannot be completed in less than the time of the critical path
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2000 by Prentice-Hall, Inc14 Ch 17 - 15 © 2000 by Prentice-Hall Inc Russell/Taylor Oper Mgt 3/e Concurrent Activities 4 3 2 Dummy Lay foundation 2 3 Lay foundation Order material Incorrect precedence relationship Correct precedence relationship
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2000 by Prentice-Hall, Inc15 Ch 17 - 16 © 2000 by Prentice-Hall Inc Russell/Taylor Oper Mgt 3/e Early Times (Housebuilding example) ES - earliest time activity can start Forward pass starts at beginning of CPM/PERT network to determine ES times EF = ES + activity time
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2000 by Prentice-Hall, Inc16 Ch 17 - 18 © 2000 by Prentice-Hall Inc Russell/Taylor Oper Mgt 3/e Late Times LS - latest time activity can start & not delay project Backward pass starts at end of CPM/PERT network to determine LS times LS = LF - activity time
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2000 by Prentice-Hall, Inc17 Ch 17 - 21 © 2000 by Prentice-Hall Inc Russell/Taylor Oper Mgt 3/e Activity Slack Activities on critical path have ES=LS & EF=LF Activities not on critical path have slack S ij = LS ij - ES ij S ij = LF ij - EF ij
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2000 by Prentice-Hall, Inc18 Ch 17 - 23 © 2000 by Prentice-Hall Inc Russell/Taylor Oper Mgt 3/e Probabilistic Time Estimates Reflect uncertainty of activity times Beta distribution is used in PERT b - a 6 ( ) Variance: 2 = a = optimistic estimate m = most likely time estimate b = pessimistic time estimate Where, 2 Mean (expected time): a + 4m + b 6 t =
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2000 by Prentice-Hall, Inc19 Ch 17 - 25 © 2000 by Prentice-Hall Inc Russell/Taylor Oper Mgt 3/e Example 1 2 4 6 7359 8 Manual Testing Dummy System Training Dummy System Testing Orientation Position recruiting System development Equipment installation Equipment testing and modification Final debugging System changeover Job training
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2000 by Prentice-Hall, Inc20 Ch 17 - 29 © 2000 by Prentice-Hall Inc Russell/Taylor Oper Mgt 3/e Project Variance Project variance is the sum of variances on the critical path
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2000 by Prentice-Hall, Inc21 Ch 17 - 30 © 2000 by Prentice-Hall Inc Russell/Taylor Oper Mgt 3/e Probabilistic Network Analysis Determine probability that project is completed within specified time where = t p = project mean time = project standard deviation x = proposed project time Z = number of standard deviations x is from mean Z = x -
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2000 by Prentice-Hall, Inc22 Ch 17 - 31 © 2000 by Prentice-Hall Inc Russell/Taylor Oper Mgt 3/e Normal Distribution Of Project Time = t p Timex ZZ Probability
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2000 by Prentice-Hall, Inc23 Ch 17 - 32 © 2000 by Prentice-Hall Inc Russell/Taylor Oper Mgt 3/e Probabilistic Analysis Example What is the probability that the project is completed within 30 weeks?
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2000 by Prentice-Hall, Inc24 Ch 17 - 33 © 2000 by Prentice-Hall Inc Russell/Taylor Oper Mgt 3/e Determining Probability From Z Value Z0.000.01...0.09 1.90.47130.4719…0.4767............ = 25 Time (weeks) x = 30 P( x<= 30 weeks) = 0.9719
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