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Chapter 9 Project Scheduling

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Title: Chapter 9 Project Scheduling


1
Chapter 9Project Scheduling
2
What is Project?
  • Company introduces new product(s)
  • Moving operations from one plant to new plant
  • Building an apartment complex
  • Paving a street
  • Launching a space shuttle
  • Planning a political campaign
  • Writing a textbook
  • Define a project as a set of partially ordered,
    interrelated activities that must be completed to
    achieve a goal.

3
(No Transcript)
4
The Elements of Project Scheduling
  • Project Definition
  • Statement of project objectives, goals, and
    resources required
  • Activity Definitions
  • Content and requirements of each activity (time
    and resources)
  • Activity Relationships
  • Defining the precedence constraints between all
    activities
  • Project Scheduling
  • Specification of starting and ending times of
    all activities identifies critical activities
  • Project Monitoring
  • Keeping track of the progress of the project and
    revises the plan accordingly

5
Steps for a project planning, scheduling, and
control study
6
Benefits of Project Planning, Scheduling and
Control
  • In-depth consideration of the project is to be
    completed before any work on the project has been
    started
  • Clear statement of project objectives is
    necessary
  • Determine all activities that make up the project
  • Determine start and finish times of each activity
  • Determine most critical activities for the
    project
  • Determine overall resource requirements
  • Include what if planning
  • Keep realistic expectations about deadlines and
    budgets
  • Promotes a spirit of camaraderie among the
    participants of the project

7
Organizing the Project
  • Choose a project manager
  • goal oriented, good communication and
    interpersonal skills, good organizational skills
  • vision, ability to foresee potential problems,
    flexibility and creativity in solving problems
  • responsible and accountable for the entire
    project
  • Project manager assembles a project team
  • members are experts in their respective areas
  • team members work on the project part-time
  • project manager has authority to pick all team
    members
  • regularly scheduled meetings are held at
    specified times or at milestones, plus at any
    time when problem arise
  • formal reports maybe necessary

8
Defining Activities and the Network
  • List all activities that make up the project
  • each activity should have a definite beginning
    and ending point
  • subactivities (at the correct level of details)
  • details should be no more than needed to assign
    resources and manage the activity
  • get an accurate estimate of the duration of each
    activity
  • Network
  • activity arc, events (beginning, end) nodes,
  • precedence, predecessor, successor, burst event,
    merge event
  • A project is represented by a collection of nodes
    and arcs
  • This graphical representation is called a network

9
Network Diagrams
  • Two classic formats
  • AOA Activity on Arrow
  • AON Activity on Node
  • Each task labeled with
  • Identifier
  • (usually a letter/code)
  • Duration
  • (in std. unit like days)

10
Network Representation
Gantt chart?
11
Critical Path Method
  • An analytical tool that provides a schedule that
    completes the project in minimum time subject to
    the precedence constraints.
  • In addition, CPM provides
  • Starting and ending times for each activity
  • Identification of the critical activities
  • (i.e., the ones whose delay necessarily delays
    the project)
  • Identification of the non-critical activities,
    and the amount of slack time available when
    scheduling these activities

12
Critical Path Method
  • CPM contains forward and backward passes
  • forward pass is used to compute the earliest
    start and earliest finish time for each activity
    in the project
  • EFi ESiti

13
Critical Path Method
  • CPM contains forward and backward passes
  • backward pass is used to calculate the latest
    allowable start and finish times for each
    activity in the project
  • LSi LFi-ti

14
Critical Path Method
  • After completing calculation on forward and
    backward passes, determine the critical pass and
    critical activities by calculating slack of each
    activity Si LSi - ESi

ES?
LS?
15
Critical Path Method
  • The critical path and critical activities by
    calculating slack of each activity Si LSi -
    ESi. Critical pass is assigned through all arcs
    that have zero slack

Slack?
After the critical path is determined, we may
wish to obtain more accurate estimates of the
duration of critical and near-critical
activities.
16
Critical Path Method Schedule
  • There are two schedules that are often discussed
    in project management
  • early start schedule, which has all activities
    starting as soon as possible
  • late start schedule, which assigns the latest
    possible start to all activities

17
PERT Project Evaluation and Review Technique
  • PERT is a generalization of Critical Path Method
    to allow for uncertain activity times.
  • For each activity the user must specify
  • a minimum completion time
  • b maximum completion time
  • m most likely completion time
  • The method assumes each activity
  • time follows a beta distribution,
  • which can be fit precisely with
  • specification of a, b, and m
  • Example a 5, b 20 and m 17

18
PERT Project Evaluation Review Technique
  • Steps in the PERT planning process
  • Identify the specific activities and milestones
  • The activities are the tasks required to
    complete the project. The milestones are the
    events marking the beginning and end of one or
    more activities. It is helpful to list the tasks
    in a table that in later steps can be expanded to
    include information on sequence and duration
  • Determine the proper sequence of the activities
  • Construct a network diagram
  • Estimate the time required for each activity
  • Optimistic time - generally the shortest time in
    which the activity can be completed a
  • Most likely time - the completion time having
    the highest probability m Note that this time
    is different from the expected time of the
    completion
  • Pessimistic time - the longest time that an
    activity might require b
  • Determine the critical path
  • Update the PERT chart as the project progresses

19
PERT (continued)
  • The mean and standard deviation of activity
    times are estimated from the following formulas
    (based on the beta distribution)
  • The beta shape parameters are calculated using
    estimates of a, b, m
  • In PERT one assumes that the path the with
    longest expected completion time is the true
    critical path (this is only an approximation,
    since true critical path is a random variable)

20
PERT Example
  • To determine the mean and variance of 1-2, use

21
Benefits of PERT
  • Produce expected project completion time
  • Produce probability of completion before a
    specified date
  • Identify the critical path activities that
    directly impact the completion time
  • Identify the activities that have slack time and
    that can lend resources to critical path
    activities
  • Determine activity start and end dates

22
Limitations of PERT (1)
  • The activity time estimates are somewhat
    subjective and depend on judgment.
  • In cases where there is little experience in
    performing an activity, the numbers may be only a
    guess.
  • In other cases, if the person or group performing
    the activity estimates the time there may be bias
    in the estimate

23
Limitations of PERT (2)
  • Even if the activity times are well-estimated,
    PERT assumes a beta distribution for these time
    estimates, but the actual distribution may be
    different
  • Even if the beta distribution assumption holds,
    PERT assumes that the probability distribution of
    the project completion time is the same as the
    that of the critical path.
  • Because other paths can become the critical path
    if their associated activities are delayed, PERT
    consistently underestimates the expected project
    completion time

24
Time Costing Methods
  • Suppose that projects can be expedited by
    reducing the time required for critical
    activities.
  • Doing so results in an increase in some costs and
    a decrease in others.
  • The goal is to determine the optimal number of
    days to schedule the project to minimize total
    cost

25
Time Costing Methods
  • Assume that there is a linear time/cost
    relationship for each activity
  • Since direct costs decline with the project time
    and indirect costs increase with the project
    time, the total cost curve is a convex function
    whose minimum corresponds to the optimal solution

26
Resource Considerations
  • When multiple projects compete for resources
    (such as materials and worker time), projects
    schedules may be impacted due to insufficient
    resources
  • Renewable resource people
  • Nonrenewable resource material
  • Adding resources into considerations created
    problems
  • Complexity in planning, scheduling and control of
    the project
  • With limited resources the CPM schedule may no
    longer be feasible

27
Resource Considerations
  • Resource-constrained problem finish the project
    as quickly as possible while never using more of
    the resources that available
  • Resource leveling problem using unlimited
    resources, arrange for the use of the same amount
    all the time (40 workers every day)
  • Both problems are NP-hard and the best solution
    can be guarantied only by enumeration of all
    possible solutions ? use some heuristic

28
Resource Considerations Graphic Approaches
  • For rough planning, graphic approaches are all
    that are needed. The most widely used tool for
    resource consideration is the resource profile,
    sometimes called a load profile or skyline graph
  • Back to our example
  • Table contains electronic engineers needed,
  • and illustrates the resource profile.

29
Resource Considerations Graphic Approaches

Early Start Schedule
Cumulative Number of Engineers
Late Start Schedule
Time
30
Resource Considerations Graphic Approaches
Number of Engineers
Early Start Schedule
5-8
4
7-8
3-6
3-5
4-7
3
6-8
4-6
2-3
3-5
2
1-2
2-4
1
Time
31
Recommended Problems
  • Read Ch. 9 (9.1 9.7)
  • 9.3, 9.10, 9.16, 9.20, 9.23, 9.25

32
References
  • Presentation by McGraw-Hill/Irwin
  • Production Operations Analysis by S.Nahmias
  • Production Planning, Control, and Integration
    by Sipper and Bulfin Jr.
  • http//www.snc.edu/socsci/chair/333/stones/page4.h
    tml
  • http//www.netmba.com/operations/project/pert/
  • http//www.pcworld.com/downloads/file_download.asp
    ?fid6311fileidx1 Microsoft project
  • http//www.geocities.com/qtsplus/DownloadInstructi
    ons.htmDOWNLOAD_INSTRUCTIONS QTS analysis for
    Excel
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