Construction terms

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1
EF =
Es + duration
2
The latest the activity can start without delaying project completion
Late start
3
LS =
LF - duration
4
Is the determination of the timing and sequence of operations in the project and their assembly to give the overall completion time.
Project scheduling
5
A basic unit of work as part of the total project that is easily measured and controlled.
Activity
6
It is called task
Activity
7
It is time and resources consuming.
Activity
8
A point that is usually that start or finish of a certain activity with zero duration.
Event
9
The longest continuous patch in network from start to finish.
Critical path
10
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
11
An activity that must finish in order for the succeeding activitues to start.
Predecessor activity
12
An activity that cannot start until another activity has finished.
Successor activity
13
Is defined as minimum waiting period between the finish of an activity and the start of its successor.
Lag
14
It is defined as the graphic representation of project activities in a time scaled bar lines with no links between activities.
Gantt/Bar chart
15
Diagrams may be either avitivty on arrow or activity on node.
Critical path method
16
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
17
The activity is represented by arrows between nodes, the nodes represent the events of the activity.Earth
Activity on arrow
18
The earliest the activity can startd
Early start
19
Greatest EF of all immediate preceding activities
Early Start
20
The earliest the activity can finish
Early finish
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