Project Management Chapter 8.

Slides:



Advertisements
Similar presentations
Chapter 17 Project Management McGraw-Hill/Irwin
Advertisements

Copyright 2006 John Wiley & Sons, Inc. Beni Asllani University of Tennessee at Chattanooga Project Management Operations Management - 5 th Edition Chapter.
Introduction to Management Science
F O U R T H E D I T I O N Project Management © The McGraw-Hill Companies, Inc., 2003 supplement 3 DAVIS AQUILANO CHASE PowerPoint Presentation by Charlie.
2 – 1 Copyright © 2010 Pearson Education, Inc. Publishing as Prentice Hall. Project Management 2.
1 Topics to cover in 2 nd part ( to p2). 2 Chapter 8 - Project Management Chapter Topics ( to p3)
Gantt Chart Graph or bar chart with a bar for each project activity that shows passage of time Provides visual display of project schedule Slack amount.
Project Management in Practice Fifth Edition Copyright © 2014 John Wiley & Sons, Inc. Chapter 5 Scheduling the Project.
Project Scheduling: Networks, Duration Estimation, and Critical Path
Chapter 9 Project Management.
Operations and Supply Chain Management, 8th Edition
Project Management Techniques.
Project Management An interrelated set of activities with definite starting and ending points, which results in a unique outcome for a specific allocation.
To Accompany Russell and Taylor, Operations Management, 4th Edition,  2003 Prentice-Hall, Inc. All rights reserved. Project Management OPIM 310-Lecture.
Project Management. Introduction What – Project Management Where – Where the success or failure of a project will have major consequences for the company.
To Accompany Russell and Taylor, Operations Management, 4th Edition,  2003 Prentice-Hall, Inc. All rights reserved. Chapter 6 Project Management To Accompany.
© 2000 by Prentice-Hall Inc Russell/Taylor Oper Mgt 3/e Chapter 6 Project Management.
Roberta Russell & Bernard W. Taylor, III
Copyright 2009 John Wiley & Sons, Inc. Beni Asllani University of Tennessee at Chattanooga Project Management Operations Management - 5 th Edition Chapter.
What is Project Management?
Copyright 2006 John Wiley & Sons, Inc. Beni Asllani University of Tennessee at Chattanooga Project Management Operations Management - 5 th Edition Chapter.
Operations Management Contemporary Concepts and Cases Chapter Fourteen Project Planning and Scheduling Copyright © 2011 by The McGraw-Hill Companies,
8-1 Copyright © 2010 Pearson Education, Inc. Publishing as Prentice Hall Project Management Chapter 8.
Copyright 2006 John Wiley & Sons, Inc. Project Management OPIM 310.
Principle, Ariel Training Consultants
Project Management Chapter 8.
Copyright 2006 John Wiley & Sons, Inc. Beni Asllani University of Tennessee at Chattanooga Project Management Operations Management - 5 th Edition Chapter.
Project Management Chapter 8 (Crashing).
1 Project Management Chapter Lecture outline Project planning Project scheduling Project control CPM/PERT Project crashing and time-cost trade-off.
Copyright 2006 John Wiley & Sons, Inc. Beni Asllani University of Tennessee at Chattanooga Project Management Operations Management - 5 th Edition Chapter.
Copyright 2009 John Wiley & Sons, Inc. Beni Asllani University of Tennessee at Chattanooga Project Management Operations Management - 6 th Edition Chapter.
To Accompany Russell and Taylor, Operations Management, 4th Edition,  2003 Prentice-Hall, Inc. All rights reserved. Chapter 17 Project Management Part.
Project Management (專案管理)
Project Management Copyright © 2015 McGraw-Hill Education. All rights reserved. No reproduction or distribution without the prior written consent of McGraw-Hill.
Work Systems and the Methods, Measurement, and Management of Work by Mikell P. Groover, ISBN ©2007 Pearson Education, Inc., Upper Saddle.
8-1 Copyright © 2010 Pearson Education, Inc. Publishing as Prentice Hall Project Management Chapter 8.
To Accompany Russell and Taylor, Operations Management, 4th Edition,  2003 Prentice-Hall, Inc. All rights reserved. Chapter 6 Project Management To Accompany.
Copyright 2006 John Wiley & Sons, Inc. Beni Asllani University of Tennessee at Chattanooga Project Management Operations Management - 5 th Edition Chapter.
8-1 Copyright © 2010 Pearson Education, Inc. Publishing as Prentice Hall Project Management Chapter 8.
Copyright 2012 John Wiley & Sons, Inc. Chapter 8 Scheduling.
Project Planning and Budgeting Recall the four stages Project Definition and Conceptualization Project Planning and Budgeting Project Execution and Control.
(M) Chapter 12 MANGT 662 (A): Procurement, Logistics and Supply Chain Design Purchasing and Supply Chain Analysis (1/2)
Project Planning & Scheduling What is a “project”? Objectives and tradeoffs Planning and Control in Projects Scheduling Methods Constant-Time Networks.
Copyright 2006 John Wiley & Sons, Inc. Beni Asllani University of Tennessee at Chattanooga Project Management Operations Management - 5 th Edition Chapter.
Beni Asllani University of Tennessee at Chattanooga
Project Management.
Chapter 3 Project Management. Chapter 3 Project Management.
PROJECT MANAGEMENT.
Project Management (專案管理)
Project Management Chapter Topics
Copyright©2012 Miles M. Hamby
Project Management: PERT/CPM
Chapter 17 Project Management McGraw-Hill/Irwin
Project Planning & Scheduling
Project Scheduling
Project Management (PERT/CPM) PREPARED BY CH. AVINASH
Project Planning & Scheduling
Project Planning and Scheduling
17 Project Management.
PROJECT MANAGEMENT WITH CPM/PERT.
17 Project Management.
Project Planning and Budgeting
Probabilistic Time Estimates
Project Scheduling: networks, duration estimation, and critical path
Stevenson 17 Project Management.
Project Management Chapter 17
Project Management CPM/PERT Professor Ahmadi.
Importance of Project Schedules
Presentation transcript:

Project Management Chapter 8

Chapter Topics The Elements of Project Management CPM/PERT Networks Probabilistic Activity Times Microsoft Project Project Crashing and Time-Cost Trade-Off Formulating the CPM/PERT Network as a Linear Programming Model Copyright © 2010 Pearson Education, Inc. Publishing as Prentice Hall

Overview Network representation is useful for project analysis. Networks show how project activities are organized and are used to determine time duration of projects. Network techniques used are: CPM (Critical Path Method) PERT (Project Evaluation and Review Technique) Developed independently during late 1950’s. Copyright © 2010 Pearson Education, Inc. Publishing as Prentice Hall

Elements of Project Management Management is generally perceived as concerned with planning, organizing, and control of an ongoing process or activity. Project Management is concerned with control of an activity for a relatively short period of time after which management effort ends. Primary elements of Project Management to be discussed: Project Planning Project Team Project Control Copyright © 2010 Pearson Education, Inc. Publishing as Prentice Hall

Elements of Project Management Project Planning Objectives Project Scope Contract Requirements Schedules Resources Personnel Control Risk and Problem Analysis Copyright © 2010 Pearson Education, Inc. Publishing as Prentice Hall

Elements of Project Management The Project Team Project team typically consists of a group of individuals from various areas in an organization and often includes outside consultants. Members of engineering staff often assigned to project work. Project team may include workers. Most important member of project team is the project manager. Project manager is often under great pressure because of uncertainty inherent in project activities and possibility of failure. Potential rewards, however, can be substantial. Project manager must be able to coordinate various skills of team members into a single focused effort. Copyright © 2010 Pearson Education, Inc. Publishing as Prentice Hall

Figure 8.1 The project management process Copyright © 2010 Pearson Education, Inc. Publishing as Prentice Hall

Elements of Project Management Scope Statement Document providing common understanding of project. Justification describing the factors giving rise to need for project. Expected results and what constitutes success. List of necessary documents and planning reports. Statement of work (SOW) - a planning document for individuals, team members, groups, departments, subcontractors and suppliers, describing what are required for successful completion on time. Copyright © 2010 Pearson Education, Inc. Publishing as Prentice Hall

Elements of Project Management Work Breakdown Structure (WBS) (1 of 2) WBS breaks down project into major components (modules). Modules are further broken down into activities and, finally, into individual tasks. Identifies activities, tasks, resource requirements and relationships between modules and activities. Helps avoid duplication of effort. Basis for project development, management , schedule, resources and modifications. Approaches for WBS development: 1. Top down process 2. Brainstorm entire project Copyright © 2010 Pearson Education, Inc. Publishing as Prentice Hall

Elements of Project Management Work Breakdown Structure (2 of 2) Figure 8.2 WBS for Computer Order-processing System Project Copyright © 2010 Pearson Education, Inc. Publishing as Prentice Hall

Elements of Project Management Responsibility Assignment Matrix (1 of 2) Project manager assigns work elements to organizational units, departments, groups, individuals or subcontractors. Uses an organizational breakdown structure (OBS). OBS is a table or a chart showing which organizational units are responsible for work items. OBS leads to the responsibility assignment matrix (RAM) RAM shows who is responsible for doing the necessary work in the project Copyright © 2010 Pearson Education, Inc. Publishing as Prentice Hall

Figure 8.3 A responsibility assignment matrix Elements of Project Management Responsibility Assignment Matrix (2 of 2) Figure 8.3 A responsibility assignment matrix Copyright © 2010 Pearson Education, Inc. Publishing as Prentice Hall

Elements of Project Management Project Scheduling Project Schedule evolves from planning documents, with focus on timely completion. Critical element in project management – source of most conflicts and problems. Schedule development steps: 1. Define activities, 2. Sequence activities, 3. Estimate activity times, 4. Construct schedule. Gantt chart and CPM/PERT techniques can be useful. Computer software packages available, e.g. Microsoft Project. Copyright © 2010 Pearson Education, Inc. Publishing as Prentice Hall

Elements of Project Management Gantt Chart (1 of 2) Popular, traditional technique, also known as a bar chart -developed by Henry Gantt (1914). Direct precursor of CPM/PERT for monitoring work progress. A visual display of project schedule showing activity start and finish times and where extra time is available. Suitable for projects with few activities and precedence relationships. Drawback: precedence relationships are not always discernible. Copyright © 2010 Pearson Education, Inc. Publishing as Prentice Hall

Elements of Project Management Gantt Chart (2 of 2) Figure 8.4 A Gantt chart Copyright © 2010 Pearson Education, Inc. Publishing as Prentice Hall

Elements of Project Management Project Control Process of ensuring progress toward successful completion. Monitoring project to minimize deviations from project plan and schedule. Corrective actions necessary if deviations occur. Key elements of project control Time management Cost management Performance management Earned value analysis. Copyright © 2010 Pearson Education, Inc. Publishing as Prentice Hall

The Project Network CPM/PERT Activity-on-Arc (AOA) Network A branch reflects an activity of a project. A node represents the beginning and end of activities, referred to as events. Branches in the network indicate precedence relationships. When an activity is completed at a node, it has been realized. Figure 8.5 Nodes and Branches

Concurrent Activities The Project Network Concurrent Activities Network aids in planning and scheduling. Time duration of activities shown on branches. Activities can occur at the same time (concurrently). A dummy activity shows a precedence relationship but reflects no passage of time. Two or more activities cannot share the same start and end nodes. Figure 8. 7 A Dummy Activity

The Project Network House Building Project Data No. Activity Activity Predecessor Duration (Months) Design house and - 3 obtain financing 2. Lay foundation 1 2 3. Order Materials 1 1 4. Build house 2, 3 3 5. Select paint 2, 3 1 6. Select carpet 5 1 7. Finish work 4, 6 1 Copyright © 2010 Pearson Education, Inc. Publishing as Prentice Hall

AOA Network for House Building Project The Project Network AOA Network for House Building Project Figure 8.6 Expanded Network for Building a House Showing Concurrent Activities Copyright © 2010 Pearson Education, Inc. Publishing as Prentice Hall

AON Network for House Building Project The Project Network AON Network for House Building Project Activity-on-Node (AON) Network A node represents an activity, with its label and time shown on the node The branches show the precedence relationships Convention used in Microsoft Project software Figure 8.8 Copyright © 2010 Pearson Education, Inc. Publishing as Prentice Hall

Paths Through the House-Building Network The Project Network Paths Through a Network Path Events A 1247 B 12567 C 1347 D 13567 Table 8.1 Paths Through the House-Building Network Copyright © 2010 Pearson Education, Inc. Publishing as Prentice Hall

The Project Network The Critical Path The critical path is the longest path through the network; the minimum time the network can be completed. From Figure 8.8: Path A: 1  2  4  7 3 + 2 + 3 + 1 = 9 months Path B: 1  2  5  6  7 3 + 2 + 1 + 1 + 1= 8 months Path C: 1  3  4  7 3 + 1 + 3 + 1 = 8 months Path D: 1  3  5  6  7 3 + 1 + 1 + 1 + 1 = 7 months Copyright © 2010 Pearson Education, Inc. Publishing as Prentice Hall

The Project Network Activity Start Times Figure 8.9 Activity start time

The Project Network Activity-on-Node Configuration Figure 8.10 Activity-on-Node Configuration Copyright © 2010 Pearson Education, Inc. Publishing as Prentice Hall

Activity Scheduling : Earliest Times The Project Network Activity Scheduling : Earliest Times ES is the earliest time an activity can start: ES = Maximum (EF) EF is the earliest start time plus the activity time: EF = ES + t Figure 8.11 Earliest activity start and finish times

Activity Scheduling : Latest Times The Project Network Activity Scheduling : Latest Times LS is the latest time an activity can start without delaying critical path time: LS = LF - t LF is the latest finish time. LF = Minimum (LS) Figure 8.12 Latest activity start and finish times

Activity Slack Time (1 of 2) The Project Network Activity Slack Time (1 of 2) Slack is the amount of time an activity can be delayed without delaying the project: S = LS – ES = LF - EF Slack Time exists for those activities not on the critical path for which the earliest and latest start times are not equal. Shared Slack is slack available for a sequence of activities. Activity LS ES LF EF Slack, S *1 3 *2 5 4 1 *4 8 6 7 *7 9 Table 8.2 *Critical path

Activity Slack Time (2 of 2) The Project Network Activity Slack Time (2 of 2) Figure 8.13 Activity slack

Probabilistic Activity Times Activity time estimates usually cannot be made with certainty. PERT used for probabilistic activity times. In PERT, three time estimates are used: most likely time (m), the optimistic time (a), and the pessimistic time (b). These provide an estimate of the mean and variance of a beta distribution: variance: mean (expected time): Copyright © 2010 Pearson Education, Inc. Publishing as Prentice Hall

Figure 8.14 Network for Installation Order Processing System Probabilistic Activity Times Example (1 of 3) Figure 8.14 Network for Installation Order Processing System

Probabilistic Activity Times Example (2 of 3) Table 8.3 Activity Time Estimates for Figure 8.14

Probabilistic Activity Times Example (3 of 3) Figure 8.15 Earliest and Latest Activity Times

Probabilistic Activity Times Expected Project Time and Variance Expected project time is the sum of the expected times of the critical path activities. Project variance is the sum of the critical path activities’ variances The expected project time is assumed to be normally distributed (based on central limit theorem). In example, expected project time (tp) and variance (vp) interpreted as the mean () and variance (2) of a normal distribution: = 25 weeks 2 = 62/9 = 6.9 (weeks)2

Probability Analysis of a Project Network (1 of 2) Using the normal distribution, probabilities are determined by computing the number of standard deviations (Z) a value is from the mean. The Z value is used to find corresponding probability in Table A.1, Appendix A. Copyright © 2010 Pearson Education, Inc. Publishing as Prentice Hall

Probability Analysis of a Project Network (2 of 2) Figure 8.16 Normal Distribution of Network Duration Copyright © 2010 Pearson Education, Inc. Publishing as Prentice Hall

Probability Analysis of a Project Network Example 1 (1 of 2) What is the probability that the new order processing system will be ready by 30 weeks? µ = 25 weeks 2 = 6.9  = 2.63 weeks Z = (x-)/  = (30 -25)/2.63 = 1.90 Z value of 1.90 corresponds to probability of .4713 in Table A.1, Appendix A. Probability of completing project in 30 weeks or less: (.5000 + .4713) = .9713. Copyright © 2010 Pearson Education, Inc. Publishing as Prentice Hall

Probability Analysis of a Project Network Example 1 (2 of 2) Figure 8.17 Probability the Network Will Be Completed in 30 Weeks or Less Copyright © 2010 Pearson Education, Inc. Publishing as Prentice Hall

Probability Analysis of a Project Network Example 2 (1 of 2) A customer will trade elsewhere if the new ordering system is not working within 22 weeks. What is the probability that she will be retained? Z = (22 - 25)/2.63 = -1.14 Z value of 1.14 (ignore negative) corresponds to probability of .3729 in Table A.1, appendix A. Probability that customer will be retained is .1271 Copyright © 2010 Pearson Education, Inc. Publishing as Prentice Hall

Probability Analysis of a Project Network Example 2 (2 of 2) Figure 8.18 Probability the Network Will Be Completed in 22 Weeks or Less Copyright © 2010 Pearson Education, Inc. Publishing as Prentice Hall

CPM/PERT Analysis with QM for Windows & Excel QM (1 of 2) Copyright © 2010 Pearson Education, Inc. Publishing as Prentice Hall

CPM/PERT Analysis with QM for Windows & Excel QM (2 of 2) Exhibit 8.2

Analysis with Microsoft Project (1 of 13) Microsoft Project handles only AON networks. Exhibit 8.3

Analysis with Microsoft Project (2 of 13) Exhibit 8.4 Copyright © 2010 Pearson Education, Inc. Publishing as Prentice Hall

Analysis with Microsoft Project (3 of 13) Exhibit 8.5 Copyright © 2010 Pearson Education, Inc. Publishing as Prentice Hall

Analysis with Microsoft Project (4 of 13) Exhibit 8.6 Copyright © 2010 Pearson Education, Inc. Publishing as Prentice Hall

Analysis with Microsoft Project (5 of 13) Figure 8.7 Copyright © 2010 Pearson Education, Inc. Publishing as Prentice Hall

Analysis with Microsoft Project (6 of 13) Figure 8.8 Copyright © 2010 Pearson Education, Inc. Publishing as Prentice Hall

Analysis with Microsoft Project (7 of 13) Exhibit 8.9 Copyright © 2010 Pearson Education, Inc. Publishing as Prentice Hall

Analysis with Microsoft Project (8 of 13) Exhibit 8.10 Copyright © 2010 Pearson Education, Inc. Publishing as Prentice Hall

Analysis with Microsoft Project (9 of 13) Exhibit 8.11 Copyright © 2010 Pearson Education, Inc. Publishing as Prentice Hall

Analysis with Microsoft Project (10 of 13) Copyright © 2010 Pearson Education, Inc. Publishing as Prentice Hall Figure 8.12

Analysis with Microsoft Project (11 of 13) Copyright © 2010 Pearson Education, Inc. Publishing as Prentice Hall Figure 8.13

Analysis with Microsoft Project (12 of 13) Exhibit 8.14 Copyright © 2010 Pearson Education, Inc. Publishing as Prentice Hall

Analysis with Microsoft Project (13 of 13) Exhibit 8.15 Copyright © 2010 Pearson Education, Inc. Publishing as Prentice Hall

Time-Cost Trade-Off Overview Project Crashing and Time-Cost Trade-Off Overview Project duration can be reduced by assigning more resources to project activities. However, doing this increases project cost. Decision is based on analysis of trade-off between time and cost. Project crashing is a method for shortening project duration by reducing one or more critical activities to a time less than normal activity time. Copyright © 2010 Pearson Education, Inc. Publishing as Prentice Hall

Project Crashing and Time-Cost Trade-Off Example Problem (1 of 5) Figure 8.19 The Project Network for Building a House

Project Crashing and Time-Cost Trade-Off Example Problem (2 of 5) Crash cost & crash time have a linear relationship: Figure 8.20 Copyright © 2010 Pearson Education, Inc. Publishing as Prentice Hall

Project Crashing and Time-Cost Trade-Off Example Problem (3 of 5) Table 8.4

Project Crashing and Time-Cost Trade-Off Example Problem (4 of 5) Figure 8.21 Network with Normal Activity Times and Weekly Crashing Costs

Project Crashing and Time-Cost Trade-Off Example Problem (5 of 5) As activities are crashed, the critical path may change and several paths may become critical. Figure 8.22 Revised Network with Activity 1 Crashed

Project Crashing and Time-Cost Trade-Off Project Crashing with QM for Windows Exhibit 8.16

Project Crashing and Time-Cost Trade-Off General Relationship of Time and Cost (1 of 2) Project crashing costs and indirect costs have an inverse relationship. Crashing costs are highest when the project is shortened. Indirect costs increase as the project duration increases. Optimal project time is at minimum point on the total cost curve. Copyright © 2010 Pearson Education, Inc. Publishing as Prentice Hall

Project Crashing and Time-Cost Trade-Off General Relationship of Time and Cost (2 of 2) Figure 8.23 The Time-Cost Trade-Off Copyright © 2010 Pearson Education, Inc. Publishing as Prentice Hall

Formulating as a Linear Programming Model The CPM/PERT Network Formulating as a Linear Programming Model The objective is to minimize the project duration (critical path time). General linear programming model with AOA convention: Minimize Z = xi subject to: xj - xi  tij for all activities i  j xi, xj  0 Where: xi = earliest event time of node i xj = earliest event time of node j tij = time of activity i  j i Copyright © 2010 Pearson Education, Inc. Publishing as Prentice Hall

Example Problem Formulation and Data (1 of 2) The CPM/PERT Network Example Problem Formulation and Data (1 of 2) Figure 8.24 Copyright © 2010 Pearson Education, Inc. Publishing as Prentice Hall

Example Problem Formulation and Data (2 of 2) The CPM/PERT Network Example Problem Formulation and Data (2 of 2) Minimize Z = x1 + x2 + x3 + x4 + x5 + x6 + x7 subject to: x2 - x1  12 x3 - x2  8 x4 - x2  4 x4 - x3  0 x5 - x4  4 x6 - x4  12 x6 - x5  4 x7 - x6  4 xi, xj  0 Copyright © 2010 Pearson Education, Inc. Publishing as Prentice Hall

Example Problem Solution with Excel (1 of 4) The CPM/PERT Network Example Problem Solution with Excel (1 of 4) B6:B12 Exhibit 8.17 Copyright © 2010 Pearson Education, Inc. Publishing as Prentice Hall

Example Problem Solution with Excel (2 of 4) The CPM/PERT Network Example Problem Solution with Excel (2 of 4) Exhibit 8.18 Copyright © 2010 Pearson Education, Inc. Publishing as Prentice Hall

Example Problem Solution with Excel (3 of 4) The CPM/PERT Network Example Problem Solution with Excel (3 of 4) Exhibit 8.19 Copyright © 2010 Pearson Education, Inc. Publishing as Prentice Hall

Example Problem Solution with Excel (4 of 4) The CPM/PERT Network Example Problem Solution with Excel (4 of 4) Exhibit 8.20 Copyright © 2010 Pearson Education, Inc. Publishing as Prentice Hall

Project Crashing with Linear Programming Example Problem – Model Formulation Minimize Z = $400y12 + 500y23 + 3000y24 + 200y45 + 7000y46 + 200y56 + 7000y67 subject to: y12  5 y12 + x2 - x1  12 x7  30 y23  3 y23 + x3 - x2  8 xi, yij ≥ 0 y24  1 y24 + x4 - x2  4 y34  0 y34 + x4 - x3  0 y45  3 y45 + x5 - x4  4 y46  3 y46 + x6 - x4  12 y56  3 y56 + x6 - x5  4 y67  1 x67 + x7 - x6  4 xi = earliest event time of node I xj = earliest event time of node j yij = amount of time by which activity i  j is crashed Objective is to minimize the cost of crashing Copyright © 2010 Pearson Education, Inc. Publishing as Prentice Hall

Project Crashing with Linear Programming Excel Solution (1 of 3) Copyright © 2010 Pearson Education, Inc. Publishing as Prentice Hall Exhibit 8.21

Project Crashing with Linear Programming Excel Solution (2 of 3) Exhibit 8.22 Copyright © 2010 Pearson Education, Inc. Publishing as Prentice Hall

Project Crashing with Linear Programming Excel Solution (3 of 3) Exhibit 8.23 Copyright © 2010 Pearson Education, Inc. Publishing as Prentice Hall

Problem Statement and Data (1 of 2) Example Problem Problem Statement and Data (1 of 2) Given this network and the data on the following slide, determine the expected project completion time and variance, and the probability that the project will be completed in 28 days or less.

Example Problem Problem Statement and Data (2 of 2)

Example Problem Solution (1 of 4) Step 1: Compute the expected activity times and variances.

Example Problem Solution (2 of 4) Step 2: Determine the earliest and latest activity times & slacks

Example Problem Solution (3 of 4) Step 3: Identify the critical path and compute expected completion time and variance. Critical path (activities with no slack): 1  3  5  7 Expected project completion time: tp = 9+5+6+4 = 24 days Variance: vp = 4 + 4/9 + 4/9 + 1/9 = 5 (days)2 Copyright © 2010 Pearson Education, Inc. Publishing as Prentice Hall

Example Problem Solution (4 of 4) Step 4: Determine the Probability That the Project Will be Completed in 28 days or less (µ = 24,  = 5) Z = (x - )/ = (28 -24)/5 = 1.79 Corresponding probability from Table A.1, Appendix A, is .4633 and P(x  28) = .4633 + .5 = .9633. Copyright © 2010 Pearson Education, Inc. Publishing as Prentice Hall

Copyright © 2010 Pearson Education, Inc. Publishing as Prentice Hall