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8/9/2019 Project Netwok
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Project Management
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Project
• A project is a temporary endeavour
involving a connected sequence of activities
and a range of resources, which is designedto achieve a specific and unique outcome
and which operates within time, cost and
quality constraints .
2
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3
Characteristic of a project
q A unique, one-time operational activity or effort
q Requires the completion of a large number of interrelated
activities
q Established to achieve specific objective
q Resources, such as time and/or money, are limited
q Typically has its own management structure
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4
Examples
– Constructing houses, factories, shopping malls.
– Developing military weapons , aircrafts, new
ships
– Launching satellite systems
– Introducing new products into market
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5
What is project management
• The application of a collection of tools and
techniques to direct the use of diverse resources
towards the accomplishment of a unique, complex, one
time task within time, cost and quality constraints.
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Project Management Process
• Project planning
• Project scheduling
• Project control
• Project team
– made up of individuals from various areas and departments
within a company
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7
Work breakdown structure
• A method of breaking down a project into individual elements
( activities and tasks) in a hierarchical structure which can be scheduled
and cost
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Project Planning
• Resource Availability and/or Limits – Due date, late penalties, early completion
incentives
– Budget
• Activity Information
– Identify all required activities
– Estimate the resources required (time) to complete
each activity
– Immediate predecessor(s) to each activity needed
to create interrelationships
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Project Scheduling and Control Techniques
Gantt Chart
Critical Path Method (CPM)
Program Evaluation and Review Technique (PERT)
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Graph or bar chart with a bar for each project activity that shows passage of time
Provides visual display of project scheduleProvides visual display of project schedule
Gantt Chart
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Project Network
• Use of nodes and arrows
Arrows ² An arrow leads from tail to head directionally – Indicate ACTIVITY, a time consuming effort that is required to perform a
part of the work.
Nodes A node is represented by a circle
- Indicate EVENT, a point in time where one or more activities start and/or
finish.
• Activity
– A task or a certain amount of work required in the project
– Requires time to complete
– Represented by an arrow
• Dummy Activity
– Indicates only precedence relationships
– Does not require any time of effort
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• Event
– Signals the beginning or ending of an activity
– Designates a point in time
– Represented by a circle (node)
• Network
– Shows the sequential relationships among activities using nodes
and arrows
Activity-on-node (AON)
nodes represent activities, and arrows show precedencerelationships
Activity-on-arrow (AOA)
arrows represent activities and nodes are events for points intime
Project Network
AOA P j N k f H
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AOA Project Network for House
32 0
1
3
1 1
11 2 4 6 7
3
5
Lay
foundation
Design house
and obtain
financing
Order and
receive
materials
Dummy
Finishwork
Select
carpet
Select
paint
Buildhouse
AON Project Network for House
13
22
43
31 5
1
61
71Start
Design house and
obtain financing
Order and receivematerials Select paint
Select carpet
Lay foundations Build house
Finish work
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Situations in network diagram
AB
C
A must finish before either B or C can start
A
B
C both A and B must finish before C can start
D
C
B
A both A and C must finish before either of
B or D can start
A
C
B
D
Dummy
A must finish before B can start
both A and C must finish before D can start
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CPM calculation
• Path
– A connected sequence of activities leading from
the starting event to the ending event
• Critical Path
– The path where there no time buffer, i.e. slack is
zero.
• Critical Activities
– All of the activities that make up the critical path
F d P
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Forward Pass
• Earliest Start Time (ES)
– earliest time an activity can start
– ES = maximum EF of immediate predecessors
• Earliest finish time (EF)
– earliest time an activity can finish
– earliest start time plus activity time
EF= ES + t
Latest Start Time (LS)
Latest time an activity can start without delaying critical pathtime
LS= LF - t
Latest finish time (LF)
latest time an activity can be completed without delayingcritical path time
LS = minimum LS of immediate redecessors
Backward Pass
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CPM analysis
• Draw the CPM network
• Analyze the paths through the network • Determine the float for each activity
– Compute the activity’s float
float = LS - ES = LF - EF
– Float is the maximum amount of time that this activity can be
delay in its completion before it becomes a critical activity,
i.e., delays completion of the project
• Find the critical path is that the sequence of activities and events
where there is no “slack” i.e.. Zero slack – Longest path through a network
• Find the project duration is minimum project completion time
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CPM Example:
• CPM Network
a, 6a, 6a, 6a, 6
f, 15f, 15f, 15f, 15
b, 8b, 8b, 8b, 8
c, 5c, 5c, 5c, 5
e, 9e, 9e, 9e, 9
d, 13d, 13d, 13d, 13
g, 17g, 17g, 17g, 17 h, 9h, 9h, 9h, 9
i, 6i, 6i, 6i, 6
j, 12 j, 12 j, 12 j, 12
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CPM Example
• ES and EF Times
a, 6a, 6a, 6a, 6
f, 15f, 15f, 15f, 15
b, 8b, 8b, 8b, 8
c, 5c, 5c, 5c, 5
e, 9e, 9e, 9e, 9
d, 13d, 13d, 13d, 13
g, 17g, 17g, 17g, 17 h, 9h, 9h, 9h, 9
i, 6i, 6i, 6i, 6
j, 12 j, 12 j, 12 j, 12
0 6
0 8
0 5
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CPM Example
• ES and EF Times
a, 6a, 6a, 6a, 6
f, 15f, 15f, 15f, 15
b, 8b, 8b, 8b, 8
c, 5c, 5c, 5c, 5
e, 9e, 9e, 9e, 9
d, 13d, 13d, 13d, 13
g, 17g, 17g, 17g, 17 h, 9h, 9h, 9h, 9
i, 6i, 6i, 6i, 6
j, 12 j, 12 j, 12 j, 12
0 6
0 8
0 5
5 14
8 21
6 23
6 21
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CPM Example
• ES and EF Times
a, 6a, 6a, 6a, 6
f, 15f, 15f, 15f, 15
b, 8b, 8b, 8b, 8
c, 5c, 5c, 5c, 5
e, 9e, 9e, 9e, 9
d, 13d, 13d, 13d, 13
g, 17g, 17g, 17g, 17 h, 9h, 9h, 9h, 9
i, 6i, 6i, 6i, 6
j, 12 j, 12 j, 12 j, 12
0 6
0 8
0 5
5 14
8 21 21 33
6 2321 30
23 29
6 21
Project’s EF = 33Project’s EF = 33
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CPM Example
• Critical Path
a, 6a, 6a, 6a, 6
f, 15f, 15f, 15f, 15
b, 8b, 8b, 8b, 8
c, 5c, 5c, 5c, 5
e, 9e, 9e, 9e, 9
d, 13d, 13d, 13d, 13
g, 17g, 17g, 17g, 17 h, 9h, 9h, 9h, 9
i, 6i, 6i, 6i, 6
j, 12 j, 12 j, 12 j, 12
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PERT• PERT is based on the assumption that an activity’s duration follows a
probability distribution instead of being a single value
• Three time estimates are required to compute the parameters of anactivity’s duration distribution:
– pessimistic time (t p ) - the time the activity would take if things did
not go well
– most likely time (tm ) - the consensus best estimate of the activity’s
duration – optimistic time (to ) - the time the activity would take if things did go
well
Mean (expected time): t e= t p + 4 tm + to
6
Variance: Vt =σ
2
=
t p - to
6
2
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Probability computation
Determine probability that project is completed within specified
time
Z =x - µ
σ
where µ = t p = project mean time
σ = project standard mean time
x = (proposed ) specified time
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Normal Distribution of Project Time
µ = t p Time x
Z σ
Probability
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PERT Example
Immed. Optimistic Most Likely Pessimistic
Activity Predec. Time (Hr.) Time (Hr.) Time (Hr.)A -- 4 6 8
B -- 1 4.5 5
C A 3 3 3
D A 4 5 6
E A 0.5 1 1.5
F B,C 3 4 5
G B,C 1 1.5 5H E,F 5 6 7
I E,F 2 5 8
J D,H 2.5 2.75 4.5
K G,I 3 5 7
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PERT Example
AA
DD
CC
BB
FF
EE
GG
II
HH
KK
JJ
PERT Network
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PERT Example
Activity Expected Time Variance
A 6 4/9B 4 4/9
C 3 0
D 5 1/9
E 1 1/36F 4 1/9
G 2 4/9
H 6 1/9
I 5 1J 3 1/9
K 5 4/9
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PERT Example
Activity ES EF LS LF Slack A 0 6 0 6 0 *critical
B 0 4 5 9 5
C 6 9 6 9 0 *
D 6 11 15 20 9E 6 7 12 13 6
F 9 13 9 13 0 *
G 9 11 16 18 7
H 13 19 14 20 1
I 13 18 13 18 0 *J 19 22 20 23 1
K 18 23 18 23 0 *
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PERT Example
V path = VA + VC + VF + VI + VK
= 4/9 + 0 + 1/9 + 1 + 4/9
= 2
σ path = 1.414
z = (24 - 23)/σ = (24-23)/1.414 = .71
From the Standard Normal Distribution table:P(z < .71) = .5 + .2612 = .7612
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PROJECT COST
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Project Crashing
• Crashing
– reducing project time by arranging additional resources
• Crash time
– an amount of time an activity is reduced
• Crash cost
– cost of reducing activity time
• Goal
– reduce project duration at minimum cost
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Activity crashing
A c t i v
i t y c o
s t
Activity time
Crashing activity
Crash
time
Crash
cost
Normal Activity
Normal
time
Normal
cost
Slope = crash cost per unit time
Ti C d
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Time Cost data
Activity Normaltime Normalcost Rs Crashtime Crashcost Rs Allowablecrash time slope
1
2
34
5
6
7
12
8
412
4
4
4
3000
2000
400050000
500
500
1500
7
5
39
1
1
3
5000
3500
700071000
1100
1100
22000
5
3
13
3
3
1
400
500
30007000
200
200
7000
75000 110700
Practice Example
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darla/smbs/vit
Practice ExampleA social project manager is faced with a project with the following
activities:
Activity Description Duration
Social work team to live in village 5w
Social research team to do survey 12w
Analyse results of survey 5w
Establish mother & child health program 14w
Establish rural credit programme 15w
Carry out immunization of under fives 4w
Draw network diagram and show the critical path.
Calculate project duration.
Practice problem
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Practice problemActivity Description Duration
1-2 Social work team to live in village 5w
1-3 Social research team to do survey 12w
3-4 Analyse results of survey 5w
2-4 Establish mother & child health program 14w
3-5 Establish rural credit programme 15w
4-5 Carry out immunization of under fives 4w
3
1
2
4
5
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