Download presentation
Presentation is loading. Please wait.
1
17 Project Management
2
Learning Objectives Discuss the behavioral aspects of projects in terms of project personnel and the project manager. Discuss the nature and importance of a work breakdown structure in project management. Give a general description of PERT/CPM techniques. Construct simple network diagrams.
3
Learning Objectives List the kinds of information that a PERT or CPM analysis can provide. Analyze networks with deterministic times. Analyze networks with probabilistic times. Describe activity “crashing” and solve typical problems.
4
Projects Build A A Done Build B B Done Build C C Done Build D Ship JAN FEB MAR APR MAY JUN On time! Unique, one-time operations designed to accomplish a specific set of objectives in a limited time frame.
5
Project Management How is it different? Why is it used?
Limited time frame Narrow focus, specific objectives Less bureaucratic Why is it used? Special needs Pressures for new or improves products or services
6
Project Management What are the Key Metrics
Time Cost Performance objectives What are the Key Success Factors? Top-down commitment Having a capable project manager Having time to plan Careful tracking and control Good communications
7
Project Management What are the Major Administrative Issues?
Executive responsibilities Project selection Project manager selection Organizational structure Organizational alternatives Manage within functional unit Assign a coordinator Use a matrix organization with a project leader
8
Project Management What are the tools? Work breakdown structure
Network diagram Gantt charts Risk management
9
Planning and Scheduling
MAR APR MAY JUN JUL AUG SEP OCT NOV DEC Locate new facilities Interview staff Hire and train staff Select and order furniture Remodel and install phones Move in/startup Gantt Chart
10
Key Decisions Deciding which projects to implement
Selecting a project manager Selecting a project team Planning and designing the project Managing and controlling project resources Deciding if and when a project should be terminated
11
Project Manager Responsible for: Work Quality Human Resources Time
Communications Costs
12
Ethical Issues Temptation to understate costs Withhold information
Misleading status reports Falsifying records Comprising workers’ safety Approving substandard work
13
Project Life Cycle Concept Feasibility Planning Execution Termination
Management
14
Work Breakdown Structure
Figure 17.2 Project X Level 1 Level 2 Level 3 Level 4
15
PERT and CPM PERT: Program Evaluation and Review Technique
CPM: Critical Path Method Graphically displays project activities Estimates how long the project will take Indicates most critical activities Show where delays will not affect project
16
The Network Diagram Network (precedence) diagram – diagram of project activities that shows sequential relationships by the use of arrows and nodes. Activity-on-arrow (AOA) – a network diagram convention in which arrows designate activities. Activity-on-node (AON) – a network diagram convention in which nodes designate activities. Activities – steps in the project that consume resources and/or time. Events – the starting and finishing of activities, designated by nodes in the AOA convention.
17
The Network Diagram (cont’d)
Path Sequence of activities that leads from the starting node to the finishing node Critical path The longest path; determines expected project duration Critical activities Activities on the critical path Slack Allowable slippage for path; the difference the length of path and the length of critical path
18
Project Network – Activity on Arrow
Figure 17.4 1 2 3 4 5 6 Locate facilities Order furniture Furniture setup Interview Hire and train Remodel Move in AOA
19
Project Network – Activity on Node
Figure 17.4 1 2 3 5 6 Locate facilities Order furniture Furniture setup Interview Remodel Move in 4 Hire and train 7 S AON
20
Network Conventions a b c d Dummy activity
21
Time Estimates Deterministic Probabilistic
Time estimates that are fairly certain Probabilistic Estimates of times that allow for variation
22
Example 1 Figure 17.5 1 2 3 4 5 6 Deterministic time estimates 6 weeks
Locate facilities Order furniture Furniture setup Interview Hire and train Remodel Move in Deterministic time estimates
23
Example 1 Solution Critical Path
24
Computing Algorithm Network activities Used to determine
ES: early start EF: early finish LS: late start LF: late finish Used to determine Expected project duration Slack time Critical path
25
Probabilistic Time Estimates
Optimistic time Time required under optimal conditions Pessimistic time Time required under worst conditions Most likely time Most probable length of time that will be required
26
Probabilistic Estimates
Figure 17.8 Beta Distribution Activity start Optimistic time Most likely time (mode) Pessimistic time to tp tm te
27
Expected Time te = to + 4tm +tp 6 te = expected time
to = optimistic time tm = most likely time tp = pessimistic time
28
Variance (tp – to)2 2 = 36 2 = variance to = optimistic time
2 = (tp – to)2 36 2 = variance to = optimistic time tp = pessimistic time
29
Example 5 1-3-4 a 3-4-5 d 3-5-7 e 5-7-9 f 2-4-6 b 4-6-8 h 2-3-6 g
3-4-6 i 2-3-5 c Optimistic time Most likely Pessimistic
30
Example 5 Time Estimates
Tabc = 10.0 Tdef = 16.0 Tghi = 13.50 2.83 a 4.00 d 5.0 e 7.0 f b 6.0 h 3.33 g 4.17 i 3.17 c
31
Path Probabilities Z = Specified time – Path mean
Path standard deviation Z indicates how many standard deviations of the path distribution the specified tine is beyond the expected path duration.
32
Example 6 17 Weeks 10.0 16.0 13.5 1.00 a-b-c d-e-f g-h-i
33
Time-cost Trade-offs: Crashing
Crash – shortening activity duration Procedure for crashing Crash the project one period at a time Only an activity on the critical path Crash the least expensive activity Multiple critical paths: find the sum of crashing the least expensive activity on each critical path
34
Time-Cost Trade-Offs: Crashing
Figure 17.11 Total cost Shorten Cumulative cost of crashing Expected indirect costs Optimum CRASH
35
Example 7 6 a 4 d 5 c 10 b 9 e 2 f
36
Advantages of PERT Forces managers to organize
Provides graphic display of activities Identifies Critical activities Slack activities 1 2 3 4 5 6
37
Limitations of PERT Important activities may be omitted
Precedence relationships may not be correct Estimates may include a fudge factor May focus solely on critical path 1 2 3 4 5 6 142 weeks
38
Goldratt’s Critical Chain
Goldratt’s insight on project management Time estimates are often pessimistic Activities finished ahead of schedule often go unreported With multiple projects, resources needed for one project may be in use on another
39
Project Management Software
Computer aided design (CAD) Groupware (Lotus Notes) CA Super Project Harvard Total Manager MS Project Sure Track Project Manager Time Line
40
Advantages of PM Software
Imposes a methodology Provides logical planning structure Enhances team communication Flag constraint violations Automatic report formats Multiple levels of reports Enables what-if scenarios Generates various chart types
41
Project Risk Management
Risk: occurrence of events that have undesirable consequences Delays Increased costs Inability to meet specifications Project termination
42
Risk Management Identify potential risks Analyze and assess risks
Work to minimize occurrence of risk Establish contingency plans
43
Summary Projects are a unique set of activities
Projects go through life cycles PERT and CPM are two common techniques Network diagrams Project management software available
44
Video: Work Breakdown
45
Video: Project Materials/Delays
46
Video: Project Scheduling
47
Video: PERT/CPM
Similar presentations
© 2024 SlidePlayer.com. Inc.
All rights reserved.