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Project Scheduling: Lagging, Crashing and Activity Networks

Project Scheduling: Lagging, Crashing and Activity Networks. Chapter 10. Lags in Precedence Relationships. The logical relationship between the start and finish of one activity and the start and finish of another activity. Four logical relationships between tasks Finish to Start

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Project Scheduling: Lagging, Crashing and Activity Networks

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  1. Project Scheduling: Lagging, Crashing and Activity Networks Chapter 10

  2. Lags in Precedence Relationships The logical relationship between the start and finish of one activity and the start and finish of another activity. Four logical relationships between tasks • Finish to Start • Finish to Finish • Start to Start • Start to Finish

  3. Finish to Start Lag • Most common type of sequencing • Shown on the line joining the modes • Added during forward pass • Subtracted during backward pass This lag is not the same as activity slack 0 A 6 Spec Design 6 6 B 11 Design Check 5 15 C 22 Blueprinting 7 Lag 4

  4. Finish to Finish Lag Two activities share a similar completion point • The mechanical inspection cannot happen until wiring, plumbing, and HVAC installation are complete 15 D 21 Wiring 6 21 C 22 Inspection 1 10 A 16 Plumbing 6 16 B 21 HVAC 5 Lag 3

  5. Start to Start Lag • Logic must be maintained by both forward and backward pass 30 D 36 Wiring 6 Lag 3 36 C 37 Inspection 1 33 B 36 HVAC 5 31 A 33 Plumbing 6

  6. Lag 3 Start to Finish Lag • Least common type of lag relationship • Successor’s finish dependent on predecessor’s start 30 D 36 Wiring 6 33 C 34 Inspection 1 22 A 28 Plumbing 6 28 B 33 HVAC 5

  7. Gantt Charts • Establish a time-phased network • Can be used as a tracking tool Benefits of Gantt charts • Easy to create and comprehend • Identify the schedule baseline network • Allow for updating and control • Identify resource needs

  8. Create a Gantt chart based on the activities listed in the table.

  9. Gantt Chart With Resources in MS Project

  10. Crashing The process of accelerating a project Principal methods for crashing • Improving existing resources’ productivity • Changing work methods • Increasing the quantity of resources

  11. Managerial Considerations • Determine activity fixed and variable 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 crashing cost exceeds the penalty cost

  12. What is the lowest cost to complete this project in 53 weeks? Times are in weeks and costs in dollars.

  13. Activity on Arrow Networks • Activities represented by arrows • Widely used in construction • Event nodes easy to flag • Forward and backward pass logic similar to AON • Two activities may not begin and end at common nodes • Dummy activities may be required

  14. Use AOA to sketch the network that represents the project as described in the table. Calculate early and late start and finish times for all activities.

  15. Activity on Arrow Network E B H A F C D K G

  16. Controversies in the Use of Networks • Networks can be too complex • Poor network construction creates problems • Networks may be used inappropriately • When employing subcontractors • The master network must be available to them • All sub-networks must use common methods • Positive bias exists in PERT networks

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