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Chapter One Nabil Dmaidi 1 6/13/2010

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Chapter One

Nabil Dmaidi 16/13/2010

Bar Chart

Nabil Dmaidi

Bar Chart

26/13/2010

Bar charts

In 1917 Henry Gantt developed a method of relating a list of activities to a time scale.

Bar charts are simple representation that show how major work activities are scheduled .

Nabil Dmaidi

The widespread use of bar charts can be attributed to the ease and its advantages:

allows one to grasp schedule information quickly and easily.

Time-scaled

36/13/2010

Bar charts (cont.)

Some times bar charts fail to provide the type of information that is often so valuable for planning and scheduling so the disadvantages of bar charts are :are :

Don’t show clear dependencies between activities .

• The actual status of the project cannot be readily determined.

Nabil Dmaidi 46/13/2010

Other network modeling Technique

There are two other network modeling technique that were developed independently ,but simultaneously:

1- the critical path method (CPM)

2- program evaluation and review technique (PERT)

Nabil Dmaidi 56/13/2010

Critical path method

In This technique, each activity is assigned a specific duration , and calculations , specific duration for the project as a whole.

When reviewing CPM data, it is important to recognize the distinction between duration and event.

Nabil Dmaidi 66/13/2010

Some definitions about CPM

An event: is the point in time or an instant at which the status of completion of project or activity can be defined.

Starting time: it is the point in time at which an activity can begin.

CPM’s: those chains of activities in the project that control how long the project will take.

Nabil Dmaidi 76/13/2010

CPM

There are two variations of CPM:

1- the traditional technique called Activity-on-Arrow 1- the traditional technique called Activity-on-Arrow (A-on-A) arrow diagram.

2- Activity-on-node (A-on-N) referred to as the precedence diagram.

Nabil Dmaidi 86/13/2010

PERT

The major difference between the approaches is that PERT assumes that an activity’s duration cannot be precisely predetermined.

It requires the planner to specify three separate It requires the planner to specify three separate duration for each activity :

1- the most likely

2- the optimistic.

3- the pessimistic duration estimates

Nabil Dmaidi 96/13/2010

Work breakdown structure

The work breakdown structure : is convenient way to group activities in a rational manner into work packages.

In other words , the work breakdown structure divides and subdivides a project into different components.

Nabil Dmaidi 106/13/2010

Reasons for planning and schedulingin construction

Examine the trade-off between the time and cost required to carry out a project.required to carry out a project.

Monitoring and control the project.

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