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LECTURE 5
Scheduling Techniques
Introduction
An important part of project planning is determining the logical workflow of the various activities you identified in the WBS.
Network diagrams are used that represent a graphical flow plan of activities that must be accomplished to complete the project.
The diagram illustrates which activities must be performed in sequence.
It also shows the planned sequence of steps, with all dependencies.
Project management software will automatically prepare network diagrams and bar charts. 2
Scheduling techniques
Gantt or bar charts
Milestone charts
Line of balance
Networks Program Evaluation and Review Technique (PERT)
Arrow Diagram Method (ADM) [Sometimes called the Critical Path Method (CPM)]
Precedence Diagram Method (PDM)
Graphical Evaluation and Review Technique (GERT)
3
Advantages of Scheduling techniques
Basis for planning and predicting and how to use the resources
Provide visibility to control
Help management evaluate alternatives
Basis for obtaining facts for decision making
Utilize time network analysis
Basic structure for reporting information
Reveal interdependencies of activities
Identify the longest path or critical path
Aid in scheduling risk analysis4
interdependencies of activities
5
Advantages of Scheduling techniques
Basis for planning and predicting and how to use the resources
Provide visibility to control
Help management evaluate alternatives
Basis for obtaining facts for decision making
Utilize time network analysis
Basic structure for reporting information
Reveal interdependencies of activities
Identify the longest path or critical path
Aid in scheduling risk analysis6
GANTT Chart
A Gantt chart is a type of bar chart, illustrate the start and finish dates of the terminal tasks and summary tasks of a project
A Gantt chart is eveloped by Karol Adamiecki in 1896, and independently by Henry Gantt in the 1910s
A Gantt chart is one of the most popular and useful tool of showing activities (tasks or events) displayed against time
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8Gantt Chart Example
JobDay
1Day
2Day
3Day
4Day
5Day
6Day
7Day
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A
B
C
Now
Maintenance
Start of an activity
End of an activity
Scheduled activity time allowed
Actual work progress
Nonproduction time
Point in time when chart is reviewed
Milestone schedules
A tool used to mark specific points along a project timeline. They focus on major progress points that must be reached to achieve success.
Project milestone schedules contains information:
Project start date
Project end date
Other milestones (review meetings or testing)
Data items (deliverables or reports)
Milestones are a good means to determine if your project is on schedule and a useful tool for reporting to management
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Milestone schedules
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Network analyis
The major disadvantage of GANTT and milestone is the inability to show the interdependencies between events and activities
Network analysis can provide valuable information for planning, integration of plans, time studies, scheduling and resource management.
Network are composed of events and acivities
There are two different format diagram
AON: Activities on the node (AIB- Activities in the box)
AOA: Activities on the arrow
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AON: Activities On the Node
Start
B
DigTrench
A
Order Pipe
C
DeliverPipe
D
LayPipe
Finish
Precedence Diagram Method
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AOA: Activities On the Arrow
6 3
COMPLETE TESTING COMPLETE FINAL REPORT
3 WEEKS
LEGEND
EVENT
ACTIVITY
ACTIVITY
Standard PERT Nomenclature13
AOA: Terminology
Event: equivalent to a milestone indicating when activity starts or finish
Activity: Element of work must be accomplished
Duration: Total time required to complete the activity
Critical path: The longest path thru the network and determines the duration of the project
Dummy activity: showing the precedential relationships between activities and consuming zero time
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Dependencies
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26 18
31
7
18
31
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BURST POINT SINK
15
16
a
b
c
d
e1
a
b
c
e
d
Activity c must not precede activity e Which one is correct?
WRONG RIGHT
Dependencies
Simplified PERT Network
1 9
3
4
2 8765
LEGEND: (TIME = WEEKS)
EVENT
ACTIVITY
CRITICAL PATH ACTIVITY
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Dummy Activities
A
B
C
D
DUMMY
ACTIVITYPRECEDING
ACTIVITY
A -B -C B D A,B
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19
a c
b d
b precede d
a and b precede c
a
b
c
d
e
a and b precede d
a,b, and c precede e
Dependencies
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a
b
c
d
e
a
b
c
d
e
Dependencies
d depends on a and b
c depends only on a
e depends only on b
d depends on a and b
e depends on b and c
Constructing the Network
1
2
1
a
b
c
d
e
a
b
e
c d
WRONG RIGHT
1
2
3
a
b
c
d
e
f
1
42
3
a d
b
c f
e
a,b,c must precede d, but only a,b precede e
a precede d
a and b precede d
b and c precede d
WRONGRIGHT21
Estimating Activity Time
PERT (Program evaluation and review technique): A method to analyze the involved tasks in completing a given project, especially the time needed to complete each task, and to identify the minimum time needed to complete the total project.
Optimistic time (a): the minimum possible time required to accomplish a task
Pessimistic time (b): the maximum possible time required to accomplish a task,
Most likely time (M): the best estimate of the time required to accomplish a task
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Expected time (TE): The best estimate of the time required to accomplish a task
TE = (a + 4M + b) / 6
Standard deviations of each activities
= ( b - a ) / 6
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Estimating Activity Time
Crashing the Schedule
If the schedule you develop does not allow the project to complete when desired, you might have to take action to decrease the total project duration.
This is known as crashing the schedule.
You need to look at options in areas such as:
Resources
Activities
Project Objectives.
Look for options that give the greatest compression at the lowest costs.
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Schedule Compression
Elimination of some parts of the project
Addition of more resources
Substitution of less time-consuming components or activities
Parallelization of activities
Shortening critical path activities
Shortening early activities
Shortening longest activities25
Schedule Compression
Shortening easiest activities
Shortening activities that are least costly to speed up
Shortening activities for which you have more resources
Increasing the number of work hours per day
(Continued)
26
Resource Leveling
Resource leveling is an attempt to eliminate the manpower peaks and valleys by smoothing out the period-to-period resource requirements.
The ideal situation is to do this without changing the end date. However, in reality, the end date moves out and additional costs are incurred.
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Resource Allocation
Resource allocation (or resource limited planning) is an attempt to find the shortest possible critical path based upon the available or fixed resources.
The problem with this approach is that the employees may not be qualified technically to perform work on more than one activity in a network.
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Activity to Construct a Pump Station
Activity Activity description Duration ,daysImmediate
Predecessors1 Start 02 Mobilise 2 13 Survey 1 24 Grade site 2 25 Trench footings 5 3,46 Form and pour concrete 5 5,87 Cure concrete 8 68 Concrete and material design 5 19 Spec prefab metal building 4 1
10 Plumbing materials, pump 5 111 Electrical materials, lights, panel 5 112 Install pump 7 7,9,1013 Erect structural steel 4 7,9,1014 Install roofing and siding 5 1315 Install lights and panels 3 11,1416 Test Pump 2 1217 Paint 3 1518 End 0 16, 17
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Classroom Activity 6a
Draw a network diagram using the details in the previous slide.
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Precedence Network
TASKS 1 2 3 4 5
4
MONTHS AFTER GO-AHEAD
3
2
1
5
The interrelationships on bar charts
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Types Of Precedence Charts
ACTIVITY 1
ACTIVITY 1
ACTIVITY 2
ACTIVITY 2FINISH-TO-START
START-TO-START
FINISH START
START
START
32
ACTIVITY 1
ACTIVITY 1
ACTIVITY 2
ACTIVITY 2
FINISH-TO-FINISH
PERCENT COMPLETE
FINISHFINISH
20 %
50 %
Types Of Precedence Charts
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EARLY START01/06/97
TIME DURATION2 WORK-WEEKS
EARLY FINISH14/06/97
ACTIVITY 4
TOTALSLACK(TS)
$250,000
LATE START15/06/97
COST/PROFIT CENTER 2810
LATE FINISH28/06/97
FREE SLACK(FS)
ACTIVITY INFORMATION
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Questions?