Construction terms

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1
EF =
Es + duration
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The latest the activity can start without delaying project completion
Late start
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LS =
LF - duration
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Is the determination of the timing and sequence of operations in the project and their assembly to give the overall completion time.
Project scheduling
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A basic unit of work as part of the total project that is easily measured and controlled.
Activity
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It is called task
Activity
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It is time and resources consuming.
Activity
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A point that is usually that start or finish of a certain activity with zero duration.
Event
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The longest continuous patch in network from start to finish.
Critical path
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It represents the summation of durations of activities and lags along that path, taking in considerations calendars, constraints, resources and other impacting factors.
Critical path
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An activity that must finish in order for the succeeding activitues to start.
Predecessor activity
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An activity that cannot start until another activity has finished.
Successor activity
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Is defined as minimum waiting period between the finish of an activity and the start of its successor.
Lag
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It is defined as the graphic representation of project activities in a time scaled bar lines with no links between activities.
Gantt/Bar chart
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Diagrams may be either avitivty on arrow or activity on node.
Critical path method
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Both methods indicate the logical relationship between activities and can be used to indicate the shortest completion time and the activities that must be completed on time to ensure the timely completion of the project. At
Critical path method
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The activity is represented by arrows between nodes, the nodes represent the events of the activity.Earth
Activity on arrow
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The earliest the activity can startd
Early start
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Greatest EF of all immediate preceding activities
Early Start
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The earliest the activity can finish
Early finish
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