Slide Sequence for PM 201 The Technical Side of PM

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Agenda of Topics Slide Sequence for PM 201 The Technical Side of PM Jeffrey Pinto, Ph.D. Work Breakdown Structures (WBS) Network Diagramming Activity Duration Estimation Developing the Critical Path Crashing Projects Monitoring Project Performance 1 2 WBS Defined as: A hierarchical decomposition of the work to be executed STEPS Define project objective Determine the work elements Break project into manageable pieces Work package is the lowest element Levels of WBS Organization Project Deliverable Sub-deliverable Work Package 3 4

Work Packages Clearly defined ownership Clearly defined start and end dates that are representative of physical accomplishments Results that can be compared with expectations A specific budget in terms of dollars, hours to completion, or other measurable units WBS sample 1. Wedding project 1.1 Decide on date 1.2 Marriage license 1.3 Bridal arrangements 1.3.1 1 Select attendants 1.3.2 Order dresses 1.3.3 Fit dresses 1.4 Ceremony 1.4.1 Rent church 1.4.2 Florist 143C 1.4.3Create/print tprograms 1.4.4 Hire photographer 1.4.5 Wedding ceremony 5 6 WBS sample 1.5 Guests 1.5.1 Develop guest list 1.5.2Order invitations 1.5.3 Address and mail invitations 1.5.4 Track RSVPs 1.6 Reception 1.6.1 Reserve reception hall 1.6.2 Food and beverage 1.6.2.1 Choose caterer» 1.6.2.2 Decide on menu» 1.6.2.3 Make final order 1.6.3 Hire band 1.6.4 Decorate reception hall 1.6.5 Wedding reception Developing Activity Networks 7 8

Network Diagrams AOA Vs. AON Show interdependence Facilitate communication Determine project completion Help schedule resources Identify critical activities Show start & finish dates The same mini-project is shown with activities on arc B and activities on node. D C E D E B F F 9 C 10 Node Labels Early Start Activity Float Late Start ID Number Early Finish Activity Descriptor Activity Duration Late Finish Rules for Developing Activity Networks Some determination of activity yprecedence ordering must be done prior to creating the network. Network diagrams usually flow from left to right. An activity cannot begin until all preceding connected activities have been completed. Arrows on networks indicate precedence and logical flow. Arrows can cross over each other, although it is helpful for clarity s sake to limit this effect when possible. 11 12

Rules for Networks, con d: Each activity should have a unique identifier associated with it (number, letter, code, etc). Looping, or recycling through activities, is not permitted. Important Terminology Serial Relationships Parallel Relationships Merge Activities Burst Activities Although not required, it is common to start a project from a single beginning node. A single node point also is typically used as a project end indicator. 13 14 Activities Linked in Series Activities iti Linked in Parallel l 15 16

Merge Activities BurstActivities ti iti Activity A Activity B Activity B Activity D Activity A Activity C Activity C Activity D 17 18 Information for Network Construction Activity Description Predecessors A Contract signing None B Questionnaire design A C Target Market ID A D Survey Sample B,C E Develop presentation B F Analyze results D G Demographic analysis C H Presentation ti to client EFG E,F,G A Contract B Design C Market ID D Survey E Develop presentation G Demographics F Analysis H Presentation 19 20

Duration Estimation Methods Example Past experience Expert opinion Mathematicalderivation Beta distribution Most likely (m) Most pessimistic (b) Most optimistic (a) 4 a m Activity Duration =TE b 6 21 Determine the expected duration of each activity. Task Predecessor a b c Z -- 7 8 15 Y Z 13 16 19 X Z 14 18 22 W Y, X 12 14 16 V W 1 4 13 T W 6 10 14 S T, V 11 14 19 22 Solution Exp. Duration Task Predecessor a b c Z -- 7 8 15 9 Y Z 13 16 19 16 X Z 14 18 22 18 W Y, X 12 14 16 14 V W 1 4 13 5 T W 6 10 14 10 S T, V 11 14 19 14.33 23 Constructing the Critical Path Forward pass an additive move through the network from start to finish Backward pass a subtractive move through the network from finish to start Critical path the longest path from end to end which determines the shortest project length 24

Rules for Forward/Backward Pass Forward Pass Rules (ES & EF) ES + Duration = EF EF of predecessor = ES of successor Largest preceding EF at a merge point becomes EF for successor Backward Pass Rules (LS & LF) LF Duration = LS LS of successor = LF of predecessor Smallest succeeding LS at a burst point becomes LF for predecessor 25 Task Predecessor Time A -- 4 B A 9 C A 11 D B 5 E B 3 F C 7 G E, F 3 H D, G 2 I H 1 1. Sketch the network described in the table. 2. Determine the ES, LS, EF, LF, and slack of each activity 26 Solution: First, lay out the network Next, add the Forward Pass D A 4 B 9 5 E 3 G 3 H 2 I 1 0 A 4 4 B 13 9 13 D 18 5 13 E 16 3 22 G 25 25 H 27 27 I 28 2 1 C 11 F 7 4 4 C 15 11 15 F 22 7 3 27 28

Finally, add the Backward Pass and Slack Solution Using MS Project 13 D 18 7 4 B 13 20 5 25 6 10 9 19 13 E 16 6 0 A 4 19 3 22 22 G 25 0 0 0 4 4 22 3 25 25 H 27 27 I 28 0 0 25 2 27 27 1 28 4 C 15 0 4 11 15 15 F 22 0 15 7 22 29 30 Reducing the Critical Path Eliminate tasks on the CP Convert serial paths to parallel when possible Overlap sequential tasks Shorten the duration on critical path tasks Shorten early tasks longest tasks easiest tasks tasks that cost the least to speed up 31 Gantt Charts Establish a time-phased network Can be used as a tracking tool Benefits of Gantt charts 1. Easy to create and comprehend 2. Identify the schedule baseline network 3. Allow for updating and control 4. Identify resource needs 32

Gantt Chart With Resources in MS Project Example: Create a Gantt chart based on the activities listed in the table. Task Time Pred Task Time Pred Z 8 -- U 3 W Y 5 Z T 6 V X 8 Z S 7 U,T W 4 YX Y,X R 9 S V 5 W 33 34 Solution: Crashing Projects Accelerating a project by committing more resources than initially iti planned Principal methods for crashing Improving existing resources productivity Changing work methods Increasing the quantity of resources 35 36

Time/Cost Tradeoffs in Crashing The Cost of Crashing Slope = Crash cost Normal cost Normal time Crash time 37 38 Suppose: Activity X takes 5 weeks at $12,000. By spending $32,000 We could save 2 weeks. What is the cost of crashing this activity? Crash cost = $32,000 12,000 5 3 = $10,000 per week 39 Managerial Considerations Determine activity costs The crash point is the fully expedited activity Optimize time-cost tradeoffs Shorten activities on the critical path Cease crashing when the target completion time is reached the crash cost exceeds the penalty cost 40

The Project Control Cycle 1. Setting a Goal Monitoring Project Performance 4. Taking Action and Recycling the Process 2. Measuring Progress 41 3. Comparing Actual with Planned 42 The Project S-Curve Cumulative Cost ($ in thousands) 60 40 $10,000 Negative Var 20 Cumulative Budgeted Cost Cumulative Actual Cost 5 10 15 20 25 30 35 40 45 50 Elapsed Time (in weeks) 43 Milestone Analysis Milestones are events or stages of the project that t represent a significant ifi accomplishment. Milestones signal the team and suppliers can motivate the team offer reevaluation points help coordinate schedules identify key review gates delineate work packages 44

Tracking Gantt Chart Earned Value Management Cost Project S-Curves Cost Project status is updated by linking task completion to the schedule baseline 45 Performance Schedule Cost Performance Performance Schedule Tracking Control Charts Earned Value Schedule 46 Earned Value Terms Earned Value Milestones Planned value (PV) Actual AC Earned value (EV) Actual cost of work performed (AC) Schedule performance index (SPI) Cost performance index (CPI) Cost Budget PV Slip EV Overspend Budgeted cost at completion (BAC) 47 Scheduled Schedule Performed 48

Steps in Earned Value Management 1. Clearly define each activity including its resource needs and budget 2. Create usage schedules for activities and resources 3. Develop a time-phased budget (PV) Steps in Earned Value Management (con d) 4. Total the actual costs of doing each task (AC) 5. Calculate both the budget variance (CV) and schedule variance (SV) 49 50 Earned Value Example Activity Jan Feb Mar Apr Plan %C Value Staffing 8 7 15 100 Blueprint 4 6 10 80 Prototype t 2 8 10 60 Design 3 3 33 Mon Plan 8 7 6 17 38 Cmltv 8 15 21 38 Mon Act 8 11 8 13 Cmltv Act 8 19 27 40 Earned Value Example Activity Jan Feb Mar Apr Plan %C Value Staffing 8 7 15 Blueprint 4 6 10 Prototype t 2 8 10 Design 3 3 Mon Plan 8 7 6 17 38 Cmltv 8 15 21 38 Mon Act 8 11 8 13 Cmltv Act 8 19 27 40 51 Planned Value 38=15+10+10+3 52

Earned Value Example Activity Jan Feb Mar Apr Plan %C Value Staffing 8 7 15 100 15 Blueprint 4 6 10 80 8 Prototype t 2 8 10 60 6 Design 3 3 33 1 Mon Plan 8 7 6 17 38 Cmltv 8 15 21 38 Mon Act 8 11 8 13 Cmltv Act 8 19 27 40 Value 8=80%(10) Earned Value Example Activity Jan Feb Mar Apr Plan %C Value Staffing 8 7 15 100 15 Blueprint 4 6 10 80 8 Prototype t 2 8 10 60 6 Design 3 3 33 1 Mon Plan 8 7 6 17 38 30 Cmltv 8 15 21 38 Mon Act 8 11 8 13 Cmltv Act 8 19 27 40 Earned Value 30=15+8+6+1 53 54 Earned Value Example Activity Jan Feb Mar Apr Plan %C Value Staffing 8 7 15 100 15 Blueprint 4 6 10 80 8 Prototype t 2 8 10 60 6 Design 3 3 33 1 Mon Plan 8 7 6 17 38 30 Cmltv 8 15 21 38 Mon Act 8 11 8 13 Cmltv Act 8 19 27 40 Cumulative 40=8+11+8+13 Value 8=80%(10) Planned Value 38=15+10+10+3 Earned Value 30=15+8+6+1 55 Earned Value Example Schedule Variances Planned Value (PV) = 15+10+10+3 = 38 Earned Value (EV) = 15+8+6+1 = 30 Schedule Performance Index = EV/PV = 30/38 =.79 Estimated Time to Completion = (1/.79)x4 = 5 56

Cost Variances Example (Con d): Actual Cost of Work Performed (AC) = 8+11+8+13 = $40,000000 Cost Performance Index = EV/AC = 30/40 =.75 Estimated Cost to Completion = (1/.75)x38 = $50,700 Completion Values in EVM Accurate and up-to-date information is critical in the use of EVM 0/100 Rule 50/50 Rule Percentage Complete Rule 57 58 The Challenge Successfully planning and controlling a project is one of the most critical skill sets a person can learn. Hammock Activities Used as summaries for subsets of activities 0 A 5 5 B 15 15 C 18 0 5 5 5 10 15 15 3 18 Doing it right requires an understanding of the principles, a commitment to applying them, and PRACTICE!!! 59 0 Hammock 18 0 18 18 Useful with a complex project or one that has a shared budget 60