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Transcript of 9-1 ELC 347 project management Day 19. Agenda Integrative Project –IP part 4 not graded yet...
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9-1
ELC 347 project management
Day 19
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Agenda
• Integrative Project – IP part 4 not graded yet– Part 5 Due Nov 22 (page 318) – Any of the first five sections can be resubmitted for rescoring prior to finals
week. The recorded score will the average of the original score and the score on the resubmitted section.
• Assignment 7 posted, Due Nov 18 • Exam 2 Nov 22
– Chap 6-10
• Today will discuss Project Scheduling: Lagging, crashing and Activity networks
6-2
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Schedule for rest of semester
• Today
– Chap 10
• Nov 18
– Group work
– Assignment 7 due
• Nov 22
– Quiz 2• Chaps 5-10
– IP part 5 Due
• Nov 29
– Chap 11
• Dec 2
– Chap 12
• Dec 6
– Group Work
– Assignment 8 due
• Dec 9
– Chap 13 & 14
– IP Part 6 due
• Dec 13 @ 1 PM
– Quiz 3• Chaps 11 - 15
– IP Project’s due
6-3 © 2007 Prentice-Hall, Inc
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Project Scheduling: Lagging, Crashing and Activity
NetworksChapter 10
© 2007 Pearson Education
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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
1. Finish to Start
2. Finish to Finish
3. Start to Start
4. Start to Finish
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Finish to Start Lag
• Most common type of sequencing
• Shown on the line joining the modes– Added during forward pass– Subtracted during backward pass
0 A 6Spec Design
6
6 B 11Design Check
5
15 C 22Blueprinting
7
Lag 4
This lag is not
the same as
activity slack
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Finish to Finish Lag
Two activities share a similar completion point– The mechanical inspection cannot happen until
wiring, plumbing, and HVAC installation are complete
10 A 16Plumbing
6
16 B 21HVAC
5
21 C 22Inspection
1
15 D 21Wiring
6
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Start to Start Lag
31 A 33Plumbing
6
33 B 36HVAC
5
36 C 37Inspection
1
30 D 36Wiring
6
Lag 3
Logic must be maintained by both forward and backward pass
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Start to Finish Lag• Least common type of lag relations
hip
• Successor’s finish dependent on predecessor’s start
22 A 28Plumbing
6
28 B 33HVAC
5
33 C 34Inspection
1
30 D 36Wiring
6
Lag 3
fssf.mpp
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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
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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 Y,X R 9 S
V 5 W
gantt.mpp
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Gantt Chart With Resources in MS Project
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Crashing Projects
Accelerating a project by committing more resources than initially planned
Principal methods for crashing
Improving existing resources’ productivity Changing work methods Increasing the quantity of resources
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CRASHING PROJECTS – UNDER WHAT CONDITIONS?
• The initial schedule may be too optimistic. • Market needs change and the project is in
demand earlier than anticipated. • The project has slipped considerably behind
schedule. • The contractual situation provides even more
incentive to avoid schedule slippage.
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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 crash cost exceeds the penalty cost
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Project costs
Pre Normal Crashed Crash/day Days Gained
activity Duration Cost Duration Cost
A 5 1000 3 1500 250 2
B A 7 700 6 1000 300 1
C A 3 2500 2 4000 1500 1
D A 5 1500 5 1500 - 0
E C,D 9 3750 6 9000 1750 3
F B 4 1600 3 2500 900 1
G D 6 2400 4 3000 300 2
H E,F,G 9 900 5 15000 2000 4
Total 22450 37500
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Other costs
• Previous examples only includes direct costs• What about
– Indirect costs (overhead)• $ per day overhead
– Late penalties• $ per day late
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What is the lowest cost to complete this project in 53 weeks? Times are in weeks and costs in dollars.Activity Pred Normal
TimeMin
TimeNormal
CostCrash Cost
A -- 14 9 500 1500
B A 5 2 1000 1600
C A 10 8 2000 2900
D B, C 8 5 1000 2500
E D 6 5 1600 1900
F D 9 6 1500 3000
G E, F 7 4 600 1800
H G 15 11 1600 3600
crash.mpp, crash.xls
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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
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Project delta
Activity Pre Duration
A 5
B A 5
C A 6
D B,C 13
E B 6
F D 4
G C 9
H E,F,G 2
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Two Succesors
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AOA Network
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Forward Pass
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Backwards pass
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1. Use AOA to sketch the network that represents the project as described in the table.
2. Calculate early and late start and finish times for all activities.
Activity Time Pred Activity Time Pred
A 3 -- F 4 D
B 5 A G 2 C
C 7 A H 5 E,F,G
D 3 B,C
E 5 B
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9-32
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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