Lecture Note
Developing a Project Plan
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University:
California State University, Northridge -
Course:
MSE 402 | Engineering Project Management Academic year:
2024
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Views:
336
Pages:
40
Author:
Skylar Newton
Developing a
Project Plan Where We Are Now
6–2 Developing the Project Plan
• The Project Network
–A flow chart that graphically depicts the sequence,
interdependencies, and start and finish times of the
project job plan of activities that is the critical path
through the network.
• Provides the basis for scheduling labor and equipment.
• Enhances communication among project participants.
• Provides an estimate of the project’s duration.
• Provides a basis for budgeting cash flow.
• Identifies activities that are critical.
• Highlights activities that are “critical” and can not be delayed.
• Help managers get and stay on plan.
6–3 WBS/Work Packages to Network
FIGURE 6.1
6–4 WBS/Work Package to Network (cont’d)
FIGURE 6.1 (cont’d)
6–5 Constructing a Project Network
• Terminology
–Activity: an element of the
project that requires time.
A
–Merge Activity: an activity that
has two or more preceding
activities on which it depends.
B
–Parallel (Concurrent) Activities:
Activities that can occur
independently and, if desired,
not at the same time.
D
C
6–6 Constructing a Project Network (cont’d)
• Terminology
–Path: a sequence of connected, dependent activities.
–Critical path: the longest path through the activity
network that allows for the completion of all projectrelated activities; the shortest expected time in which
the entire project can be completed. Delays on the
critical path will delay completion of the entire project.
C
A
B
D
(Assumes that minimum of A + B > minimum of C in length of times to complete activities.)
6–7 Constructing a Project Network (cont’d)
• Terminology
–Event: a point in time when an activity is started
or completed. It does not consume time.
–Burst Activity: an activity that has more than one
activity immediately following it (more than one
dependency arrow flowing from it).
• Two Approaches
–Activity-on-Node (AON)
• Uses a node to depict an activity.
A
B
C
–Activity-on-Arrow (AOA)
• Uses an arrow to depict an activity.
D
6–8 Basic Rules to Follow in Developing
Project Networks
1. Networks typically flow from left to right.
2. An activity cannot begin until all preceding
connected activities are complete.
3. Arrows indicate precedence and flow
and can cross over each other.
4. Each activity must have a unique identify number
that is greater than any of its predecessor activities.
5. Looping is not allowed.
6. Conditional statements are not allowed.
7. Use common start and stop nodes.
6–9 Activity-on-Node Fundamentals
FIGURE 6.2
6–10 Activity-on-Node Fundamentals (cont’d)
FIGURE 6.2 (cont’d)
6–11 Network Information
TABLE 6.1
6–12 Koll Business Center—Partial Network
FIGURE 6.3
6–13 Koll Business Center—Complete Network
FIGURE 6.4
6–14 Network Computation Process
• Forward Pass—Earliest Times
–How soon can the activity start? (early start—ES)
–How soon can the activity finish? (early finish—EF)
–How soon can the project finish? (expected time—ET)
• Backward Pass—Latest Times
–How late can the activity start? (late start—LS)
–How late can the activity finish? (late finish—LF)
–Which activities represent the critical path?
–How long can activity be delayed? (slack or float—SL)
6–15 Network Information
TABLE 6.2
6–16 Activity-on-Node Network
FIGURE 6.5
6–17 Activity-on-Node Network Forward Pass
FIGURE 6.6
6–18 Forward Pass Computation
• Add activity times along each path in the
network (ES + Duration = EF).
• Carry the early finish (EF) to the next activity
where it becomes its early start (ES) unless…
• The next succeeding activity is a merge activity,
in which case the largest EF of all preceding
activities is selected.
6–19 Activity-on-Node Network Backward Pass
FIGURE 6.7
6–20 Backward Pass Computation
• Subtract activity times along each path in the
network (LF - Duration = LS).
• Carry the late start (LS) to the next activity
where it becomes its late finish (LF) unless
• The next succeeding activity is a burst activity, in
which case the smallest LF of all preceding
activities is selected.
6–21 Determining Free Slack (or Float)
• Free Slack (or Float)
–Is the amount of time an activity can be delayed after
the start of a longer parallel activity or activities.
–Is how long an activity can exceed its early finish date
without affecting early start dates of any successor(s).
–Allows flexibility in scheduling scarce resources.
• Sensitivity
–The likelihood the original critical path(s) will change
once the project is initiated.
–The critical path is the network path(s) that has (have)
the least slack in common.
6–22 Activity-on-Node Network with Slack
FIGURE 6.8
6–23 Free Slack Example
FIGURE 6.9
6–24 Practical Considerations
• Network Logic Errors
• Activity Numbering
• Use of Computers to
Develop Networks
• Calendar Dates
• Multiple Starts and
Multiple Projects
6–25 Illogical Loop
FIGURE 6.10
6–26 Air Control Project—Network Diagram
FIGURE 6.11
6–27 Air Control Project—Gantt Chart
FIGURE 6.12
6–28 Extended Network Techniques
to Come Close to Reality
• Laddering
–Activities are broken into segments so the following
activity can begin sooner and not delay the work.
• Lags
–The minimum amount of time a dependent activity
must be delayed to begin or end.
• Lengthy activities are broken down to reduce the delay
in the start of successor activities.
• Lags can be used to constrain finish-to-start, start-to-start,
finish-to-finish, start-to-finish, or combination relationships.
6–29 Example of Laddering Using
Finish-to-Start Relationship
FIGURE 6.13
6–30 Use of Lags
Finish-to-Start Relationship
FIGURE 6.14
Start-to-Start Relationship
FIGURE 6.15
6–31 Use of Lags Cont’d
Use of Lags to Reduce Detail
FIGURE 6.16
6–32 New Product Development
Process
FIGURE 6.17
6–33 Use of Lags (cont’d)
Finish-to-Finish
Relationship
Start-to-Finish
Relationship
Combination
Relationship
FIGURE 6.18
FIGURE 6.19
FIGURE 6.20
6–34 Network Using Lags
FIGURE 6.21
6–35 Hammock Activities
• Hammock Activity
–An activity that spans over a segment of a project.
–Duration of hammock activities is determined
after the network plan is drawn.
–Hammock activities are used to aggregate
sections of the project to facilitate getting
the right amount of detail for specific sections
of a project.
6–36 Hammock Activity Example
FIGURE 6.22
6–37 Key Terms
Activity
Activity-on-arrow (AOA)
Activity-on-node (AON)
Burst activity
Concurrent engineering
Critical path
Early and late times
Gantt chart
Hammock activity
Lag relationship
Merge activity
Network sensitivity
Parallel activity
Slack/float—total and free
6–38 Activity-on-Arrow Network Building Blocks
FIGURE A6.1
6–39 Activity-on-Arrow Network Fundamentals
FIGURE A6.2
6–40
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