mgmt631 slides six.ppt - mgtclass.mgt.unm.edu -
TRANSCRIPT
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Fall 2009 David Harris
MGMT631 Project ManagementMGMT631 Project Management
Slides Six
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Fall 2009 2
Session ObjectivesSession Objectives
Planning & scheduling Work Breakdown Structure Realistic Estimating Critical Path Time Boxes & Critical Chain
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Fall 2009 3
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Fall 2009 4
Project Time Management ProcessesProject Time Management Processes
Project time management involves processes required to ensure timely completion of a project
Processes include: Activity definition Activity sequencing Activity duration estimating Schedule development Schedule control
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Work Breakdown Structure (WBS)Work Breakdown Structure (WBS)
WBS breaks down the work of the project WBS breaks down the work of the project into manageable chunksinto manageable chunks
WBS can be graphical or outlineWBS can be graphical or outline Start at top, progressively break work Start at top, progressively break work
down (tree structure) into work packagesdown (tree structure) into work packages Packages provide clear work assignmentsPackages provide clear work assignments
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Estimating: Work Breakdown StructureEstimating: Work Breakdown Structure “Project best understood by breaking it down
into its parts” Work Breakdown Structure (WBS)
powerful tool for doing this (not just a task list) defines the total scope of the project fundamental to much of project planning & tracking
Start at top, progressively break work down (tree structure) into work packages
Roll up the packages for bottom up estimating Packages give clear work assignments
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Sample Intranet WBS Sample Intranet WBS Organized by PhaseOrganized by Phase
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Intranet WBS in Tabular FormIntranet WBS in Tabular Form1.0 Concept
1.1 Evaluate current systems1.2 Define Requirements
1.2.1 Define user requirements1.2.2 Define content requirements1.2.3 Define system requirements1.2.4 Define server owner requirements
1.3 Define specific functionality1.4 Define risks and risk management approach1.5 Develop project plan1.6 Brief web development team
2.0 Web Site Design3.0 Web Site Development4.0 Roll Out5.0 Support
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Intranet WBS and Gantt ChartIntranet WBS and Gantt Chart
Project 98 file
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Intranet WBS & Gantt Chart Organized by PM GroupsIntranet WBS & Gantt Chart Organized by PM Groups
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Fall 2009 11
Realistic Estimating (Frame)Realistic Estimating (Frame)
Lots of reasons for poor estimates inexperience, technical problems, changes
optimists, low-balling, politics
Bottom-up cost estimating rollup the WBS packages
Top-down or Parametric estimating from experience to complex models
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Fall 2009 12
Realistic Estimating (cont.)Realistic Estimating (cont.)
Which technique is better? ideally use both early on don’t have WBS so must use
top-down accuracy of top-down depends on
availability/quality of historical data building complete WBS can be
expensive, but guesses can be even more costly
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Fall 2009 13
Deliverables and MilestonesDeliverables and Milestones Deliverables
Tangible, verifiable work products Reports, presentations, prototypes, etc.
Milestones Significant events or achievements Acceptance of deliverables or phase
completion Cruxes (proof of concepts) Quality control Keeps team focused
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The seeds of major software disasters are usually sown in the first three months of commencing the software project. Hasty scheduling, irrational commitments, unprofessional estimating techniques & carelessness of the project management function are the factors that tend to introduce terminal problems. Once a project blindly lurches forward toward an impossible delivery date, the rest of the disaster will occur almost inevitably.
T. Capers Jones
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Fall 2009 15
Software Engineering MetricsSoftware Engineering Metrics
Lines of Code (LOC)Function Points
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Fall 2009 16
Lines of Code (LOC)Lines of Code (LOC)
Most traditionally used metric for project sizing
Most controversial Count comments? Declaring variables? Efficient code vs. code bloat Language differences Easier to count afterwards than to estimate
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Fall 2009 17
Function PointsFunction Points
Analysis based on evaluation of data and transactional types: Internal Logical File (ILF) External Interface File (EIF) External Input (EI) External Output (EO) External Inquiry (EQ)
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Fall 2009 18
Function PointsFunction Points
Value Adjustment Factor based onDegrees of Influence (DI) aka Processing
Complexity Adjustment (PCA)General Systems Characteristics (GSC)
Total Adjusted Function Points (TAFP)transformed into development estimatesconverted in equivalent LOC
Backfiring
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The Application Boundary for The Application Boundary for Function Point AnalysisFunction Point Analysis
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Fall 2009 20
The Mythical Man-Month – Frederick BrooksThe Mythical Man-Month – Frederick Brooks
1.1. 0ur techniques of estimation are poorly 0ur techniques of estimation are poorly developed. More seriously, they reflect developed. More seriously, they reflect an unvoiced assumption which is quite an unvoiced assumption which is quite untrue i.e., that all will go well.untrue i.e., that all will go well.
2.2. Our estimating techniques fallaciously Our estimating techniques fallaciously confuse confuse effort with progresseffort with progress, hiding , hiding the assumption that men and months the assumption that men and months are interchangeable.are interchangeable.
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Fall 2009 21
The Mythical Man-Month – Frederick BrooksThe Mythical Man-Month – Frederick Brooks
3.3. Because we are uncertain of our estimates, Because we are uncertain of our estimates, software managers often lack the courteous software managers often lack the courteous stubbornness of Antoines chefstubbornness of Antoines chef
4. Schedule progress is poorly monitored. 4. Schedule progress is poorly monitored. Techniques proven & routine in other Techniques proven & routine in other engineering disciplines are considered radical engineering disciplines are considered radical innovations in software engineeringinnovations in software engineering
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Fall 2009 22
The Mythical Man-Month – Frederick BrooksThe Mythical Man-Month – Frederick Brooks
5. When schedule slippage is recognized, the 5. When schedule slippage is recognized, the natural tendency (& traditional) response it natural tendency (& traditional) response it to add more manpower. Like dousing a fire to add more manpower. Like dousing a fire with gasoline, this makes matters worse, with gasoline, this makes matters worse, much worse. More fire requires more much worse. More fire requires more gasoline & thus begins a regenerative cycle gasoline & thus begins a regenerative cycle which ends in disaster. which ends in disaster.
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Fall 2009 David Harris
Brooks Law:
“Adding manpower to a late software project makes it
later.”
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Fall 2009 24
Scheduling Tools & MethodsScheduling Tools & MethodsGantt ChartsCritical Path Method (CPM)Program Evaluation and Review
Technique (PERT)Time BoxesCritical Chain
(Theory of Constraints)
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Fall 2009 25
Developing a Project ScheduleDeveloping a Project Schedule Base documents
Project charter
– start/end dates (tentative), budget Scope statement
– what will be done (& not done)
Activity definitions develop detailed WBS plus supporting explanations to understand
all work to be done
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Fall 2009 26
Activity SequencingActivity Sequencing Review activities & determine
dependencies Mandatory dependencies: inherent in the
nature of the work; hard logic Discretionary: defined by the project team;
soft logic External: involve relationships between
project and external activities Must Must determine dependencies to use
critical path analysis
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Fall 2009 27
Gantt ChartsGantt Charts Created 1800 Standard format for displaying
project schedules activities, durations, start/end finish
dates displayed in calendar format Advantages
enforces planning easy to create & understand preferred for summary/exec-level
information
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Fall 2009 28
Gantt Charts (cont.)Gantt Charts (cont.)
Symbols include: black diamond: milestones Thick black bars: summary tasks Lighter horizontal bars: tasks Arrows: dependencies between tasks
Bar Charts Simplified version Serve similar function
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Fall 2009 29
Sample Project Gantt ChartSample Project Gantt Chart
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Sample Tracking Gantt ChartSample Tracking Gantt Chart
white diamond: slipped milestone
two bars: planned and actual times
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Fall 2009 31
Critical Path Method (CPM)Critical Path Method (CPM) Developed 1957 CPM diagram shows activities,
durations, start/end dates & sequencesequence in which they must be completed
Critical path for project is the series of activities that determines the earliest earliest timetime by which project can be completed
Critical path is longest pathlongest path through network diagram, has least (zero) slack or float
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Fall 2009 32
CPM (cont.)CPM (cont.)
Critical path helps you make schedule trade-offs
Slack or floatSlack or float amount of time activity can be delayed without delaying early start of dependent activities
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Simple Example of Determining Critical PathSimple Example of Determining Critical Path consider following network diagram assume all times in days
2 3
4
5
A=2 B=5C=2
D=7
1 6
F=2
E=1
start finish
a. How many paths are on this network diagram?
b. How long is each path?
c. Which is the critical path?
d. What is the shortest amount of time needed to complete this project?
Activity-on-Arrow (AOA) Network Diagram
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Fall 2009 34
Precedence Diagramming Method (PDM)Precedence Diagramming Method (PDM)
Activities are represented by boxes Arrows show relationships between
activities More popular than ADM method as
used by PM software Better at showing different types of
dependencies
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Task Dependency TypesTask Dependency Types
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Activity Analysis for AONActivity Analysis for AON
Activity Description Estimated Duration (Days)
Predecessor
A Evaluate current technology platform
2 None
B Define user requirements 5 A
C Design Web page layouts 4 B
D Set-up Server 3 B
E Estimate Web traffic 1 B
F Test Web pages and links 4 C,D
G Move web pages to production environment
3 D,E
H Write announcement of intranet for corp. newsletter
2 F,G
I Train users 5 G
J Write report to management 1 H,I
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Fall 2009 37
Activity on the Node (AON) Network DiagramActivity on the Node (AON) Network Diagram
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Possible Activity PathsPossible Activity Paths
Possible Paths Path Total
Path 1 A+B+C+F+H+J 18
2+5+4+4+2+1
Path 2 A+B+D+F+H+J 17
2+5+3+4+2+1
Path 3 A+B+D+G+H+J 16
2+5+3+3+2+1
Path 4 A+B+D+G+I+J 19*
2+5+3+3+5+1
Path 5 A+B+E+G+I+J 17
2+5+1+3+5+1
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Fall 2009 39
Critical PathCritical Path Longest path Shortest time project can be completed
Zero slack (or float)The amount of time an activity can be delayed
before it delays the project Must be monitored and managed!
PM can expedite or crash Can fast track The CP can change Can have multiple CPs
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Fall 2009 40
Techniques for Shortening a Project ScheduleTechniques for Shortening a Project Schedule
Shortening durations of critical tasks: add more resources change their scope
Crashing tasks by obtaining the greatest amount of schedule compression for the least incremental cost
Fast tracking tasks by doing them in parallel or overlapping them
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Fall 2009 41
PERTPERT
Developed 1959 for Polaris project Similar to CPM but addresses
uncertainties in task durations Uses probabilistic time estimates –
optimistic, most likely, pessimistic estimates of activity durations
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PERT Formula and ExamplePERT Formula and Example
PERT weighted average formula: optimistic time + 4X most likely time + pessimistic time
6
Example:
PERT weighted average =
8 workdays + 4 X 10 workdays + 24 workdays = 12 days
6
where 8 = optimistic time, 10 = most likely time, and 24 = pessimistic time
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Normal DistributionNormal Distribution
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PERT DistributionPERT Distribution
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Activity Analysis for PERTActivity Analysis for PERTActivity Predecessor Optimistic
Estimates (Days)
Most Likely Estimates
(Days)
Pessimistic Estimates
(Days)
Expected Duration
(a+4b+c)
6
A None 1 2 4 2.2
B A 3 5 8 5.2
C B 2 4 5 3.8
D B 2 3 6 3.3
E B 1 1 1 1.0
F C,D 2 4 6 4.0
G D,E 2 3 4 3.0
H F,G 1 2 5 2.3
I G 4 5 9 5.5
J H,I .5 1 3 1.3
30 days 31.6 days
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Fall 2009 46
Selecting Scheduling ApproachSelecting Scheduling Approach Consider project size, risk and
complexity Gantt
senior management smaller, less complex projects
CPM medium size/complexity/risk
PERT high risk projects medium to high complexity
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Time Box SchedulingTime Box Scheduling
Deals with delivering in short time frames
Focuses on prioritizationFacilitator brings stakeholders
together to agree on prioritiesIt’s customer–developer partneringpartnering
win-win win-win Compromise on scope to achieve
early delivery
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Critical Chain SchedulingCritical Chain Scheduling Addresses challenge of meeting or beating project
finish dates Application of the Theory of Constraints (TOC) Developed by Eliyahu Goldratt in his books The Goal The Goal
and Critical Chainand Critical Chain Method of scheduling that takes limited resources into
account when creating project schedule & includes buffers to protect completion date
Assumes resources do not multitask as it often delays task completions & increases total durations
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Multitasking ExampleMultitasking Example
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Fall 2009 50
Buffers and Critical ChainBuffers and Critical Chain
A buffer is additional time to complete a task
Critical chain schedule removes buffers from individual tasks & instead creates A project buffer, which is additional time
added before the project’s due date Feeding buffers, which are addition time
added before tasks on the critical path
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Critical Chain Scheduling ExampleCritical Chain Scheduling Example
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Fall 2009 52
Critical Chain (cont.)Critical Chain (cont.)
Simple view: in critical situation, don’t try to strengthen
all of the links in the chain focus on the weakest link
Some organizations view as best thing since sliced bread
But does it sound like common sense?
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Fall 2009 53