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Project Management CPM, PERT, Crashing – An Illustrative Example

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Presentation on theme: "Project Management CPM, PERT, Crashing – An Illustrative Example"— Presentation transcript:

1 Project Management CPM, PERT, Crashing – An Illustrative Example
David S.W. Lai Sept 19, 2013

2 The House Construction Problem
SEEM3530 Tutorial 2 Project Management The House Construction Problem The Build-Rite Construction Company has identified ten activities that take place in building a house. They are Activity Immediate Predecessors Expected Time (days) 1 Walls and Ceiling 2 5 Foundation - 3 Roof Timbers 4 Roof Sheathing Electrical Wiring 6 Roof Shingles 8 7 Exterior Siding Windows 9 Paint 6, 7, 10 10 Inside Wall Board 8, 5 Modified from Moore and Weatherford, Decision Modelling, Pearson 2001.

3 SEEM3530 Tutorial 2 Project Management
Build-Rite’s engineers have calculated the cost of completing each activity. Their results are given below. e.g. Cost for Activity 1 Activity Normal Time Cost Crash Time Crash Cost 1 5 50 3 72 2 20 30 15 4 8 6 13 21 7 45 65 52 9 40 10 22 34

4 SEEM3530 Tutorial 2 Project Management
On the basis of company history, Build-Rite’s management has determined the following time estimates for each activity. Activity Optimistic Time ( a ) Most Probable Time ( m ) Pessimistic Time ( b ) 1 3 5 7 2 4 9 6 8 12 17 10

5 Questions Determine the slacks and the critical path.
How much would it cost to reduce the project duration by 7 days? 10 days? What is the probability that all the activities on the current critical path(s) will be completed within 25 days?

6 Critical Path Method (CPM)
Step 1: Forward pass Step 2: Backward pass Step 3: Calculating Identify the critical path(s). interpret the meaning of slacks and critical activities.

7 Notations ES EF LS LF ES: Earliest Start LS: Latest Start TS: Total Slack EF: Earliest Finish LF: Latest Finish FS: Free Slack 2 3 8 3 4 6 2 3 5 3 4 9 END Start 2 1 5 10 2 5 8 7

8 Step 1: Forward Pass 8 10 10 13 13 21 2 3 8 3 4 6 21 23 23 3 3 8 8 12 12 15 2 3 5 3 4 9 END Start 2 1 5 10 8 10 10 15 2 5 8 7 Notations ES EF LS LF ES: Earliest Start LS: Latest Start TS: Total Slack EF: Earliest Finish LF: Latest Finish FS: Free Slack

9 SEEM3530 Tutorial 2 Project Management
Step 2: Backward Pass 8 10 8 10 10 13 10 13 13 21 13 21 2 3 8 3 4 6 21 23 21 23 23 23 3 3 3 8 3 8 8 12 8 12 14 18 12 15 18 21 12 15 2 3 5 3 4 9 END Start 2 1 5 10 8 10 14 16 8 10 10 15 16 21 10 15 2 5 8 7 Notations ES EF LS LF ES: Earliest Start LS: Latest Start TS: Total Slack EF: Earliest Finish LF: Latest Finish FS: Free Slack

10 Step 3: Calculating Slacks
SEEM3530 Tutorial 2 Project Management Step 3: Calculating Slacks TS = 0 FS = 0 TS = 0 FS = 0 TS = 0 FS = 0 The slacks are equal to zero for all the critical activities. 8 10 8 10 10 13 10 13 13 21 13 21 8 TS = 0 FS = 0 TS = 0 FS = 0 2 3 TS = 0 FS = 0 TS = 0 FS = 0 TS = 0 FS = 0 3 4 6 21 23 21 23 23 23 3 3 3 8 3 8 8 12 8 12 14 18 12 15 18 21 12 15 TS = 6 FS = 6 2 3 5 3 4 TS = 6 FS = 0 9 END Start 2 1 5 10 TS = 6 FS = 6 8 10 8 10 14 16 TS = 6 FS = 0 10 15 16 21 10 15 2 5 8 7 Notations ES EF LS LF ES: Earliest Start LS: Latest Start TS: Total Slack EF: Earliest Finish LF: Latest Finish FS: Free Slack

11 Crashing In many cases, it is possible to reduce an activity’s duration by spending more money. To investigate the tradeoff between project duration and project cost…

12 SEEM3530 Tutorial 2 Project Management
How much would it cost to reduce the project duration by 7 days? 10 days? Activity Normal Time Cost Crash Time Crash Cost 1 5 50 3 72 2 20 30 15 4 8 6 13 21 7 45 65 52 9 40 10 22 34 Max. Crash Days Cost per Crash Day 2 11 1 10 15 6 - 4 5 7 12 When the task is performed in the normal way without extra resources…. The project cost is $288 The shortest possible project duration is 23 days summing up the normal costs for all activities can be determined using CPM

13 SEEM3530 Tutorial 2 Project Management
Project duration = 23 Project cost = 288 SEEM3530 Tutorial 2 Project Management Crash activity 6 by 4 days for a cost of $8. Critical activities to consider: 1, 2, 3, 4, 6 Crash Time Cost per Crash Day 1 3 11 2 10 15 4 6 5 7 8 9 12 2 3 8 3 4 6 2 3 5 4 3 9 2 1 5 10 2 5 8 7 We may crash an activity for multiple days only when the critical path(s) remain the same and the cost for crashing is linear.

14 SEEM3530 Tutorial 2 Project Management
Project duration = 19 Project cost = 288+8 SEEM3530 Tutorial 2 Project Management Crash activity 4 by 2 days for a cost of $12. Critical activities to consider: 1, 2, 3, 4 Crash Time Cost per Crash Day 1 3 11 2 10 15 4 6 5 7 8 9 12 2 3 4 3 4 6 2 3 5 4 3 9 2 1 5 10 2 5 8 7

15 SEEM3530 Tutorial 2 Project Management
Project duration = 17 Project cost = SEEM3530 Tutorial 2 Project Management Critical activities to consider: 1, 2, 3, 7, 8, 10 There are multiple critical paths. Crash Time Cost per Crash Day 1 3 11 2 10 15 4 6 5 7 8 9 12 Crash activity 2 by 1 day for a cost of $10. 2 1 4 3 4 6 2 3 5 4 3 9 2 1 5 10 2 5 8 7 Crash 3, 8 and 10? Crash 3, 7 and 10? Crash 1?

16 SEEM3530 Tutorial 2 Project Management
Project duration = 16 Project cost = SEEM3530 Tutorial 2 Project Management Critical activities to consider: 1, 3, 7, 8, 10 Crash Time Cost per Crash Day 1 3 11 2 10 15 4 6 5 7 8 9 12 Crash activity 1 by 2 day for a cost of $22. 2 1 4 3 4 6 2 3 5 4 3 9 2 1 5 10 2 5 8 7 Crash 3, 8 and 10? Crash 3, 7 and 10?

17 SEEM3530 Tutorial 2 Project Management
Project duration = 14 Project cost = SEEM3530 Tutorial 2 Project Management Option 1: Crash activity 3, 8 and 10 by 1 day. The cost is = 34 Critical activities to consider: 3, 7, 8, 10 Crash Time Cost per Crash Day 1 3 11 2 10 15 4 6 5 7 8 9 12 2 1 4 3 4 6 2 3 5 4 3 9 2 1 5 10 Option 2: Crash activity 3, 7 and 10 by 1 day. The cost is = 32 2 5 8 7

18 SEEM3530 Tutorial 2 Project Management
Project duration = 13 Project cost = = 372 SEEM3530 Tutorial 2 Project Management Critical activities to consider: 7, 8 Crash Time Cost per Crash Day 1 3 11 2 10 15 4 6 5 7 8 9 12 1 1 4 3 4 6 2 3 5 4 2 9 2 1 5 10 2 4 8 7 Crashing 7, 8 or both 7 and 8 will not change the project duration.

19 SEEM3530 Tutorial 2 Project Management
Time-Cost Trade-Off Project Cost Project Duration

20 What is the probability that all the activities on the current critical path(s) will be completed within 25 days? Task Activity Optimistic Time ( a ) Most Probable Time ( m ) Pessimistic Time ( b ) 1 Walls and Ceiling 3 5 7 2 Foundation 4 Roof Timbers Roof Sheathing 9 Electrical Wiring 6 Roof Shingles 8 12 Exterior Siding 17 Windows Paint 10 Inside Wall Board

21 SEEM3530 Tutorial 2 Project Management
Beta Distribution The graph is taken form

22 Expected Activity Time Variance
Task Optimistic Time ( a ) Most Probable Time ( m ) Pessimistic Time ( b ) 1 3 5 7 2 4 9 6 8 12 17 10 Expected Activity Time Variance 5 0.444 3 0.111 2 1.778 4 0.000 8 7.111

23 Expected Activity Time
What is the probability that all the activities on the current critical path(s) will be completed within 25 days? Task Expected Activity Time Standard Deviation 1 5 0.667 2 3 0.333 4 1.333 6 8 7 2.667 9 10 2 3 8 3 4 6 2 3 5 4 3 9 2 1 5 10 2 5 8 7

24 Expected Activity Time
What is the probability that all the activities on the current critical path(s) will be completed within 25 days? Assume that the activity times are independent random variables. The expected project duration is E(X) = = 23 days The corresponding variance is V(X) = = 4.222 Assume that the project duration is normally distributed (Based on the Central Limit Theorem) Task Expected Activity Time Variance 1 5 0.444 2 3 0.111 4 1.778 0.000 6 8 7 7.111 9 10

25 SEEM3530 Tutorial 2 Project Management
If we plot for all T =12,13,…,32, Probability Project Duration The project duration estimates could be more complicated when the effect of the other paths on the project duration become significant.

26 SEEM3530 Tutorial 2 Project Management
Questions?


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