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Construction Planning and Management

Construction Planning and Management
Completion of an activity on CPM network diagram, is generally known

Event
Connector
All listed here
Node

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Construction Planning and Management
A construction schedule is prepared after collecting

Output of labour
All listed here
Output of machinery
Number of operations

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Construction Planning and Management
In the time-cost optimisation, using CPM method for network analysis, the crashing of the activities along the critical path is done starting with the activity having

Least cost slope
Shortest duration
Longest duration
Highest cost slope

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Construction Planning and Management
Updating may result in

Decrease of project completion time
Change of critical path
Increase of project completion time
All of these

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Construction Planning and Management
The difference between the time avail-to do a job and the time required to do the job, is known as

Event
Float
Constraint
Duration

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Construction Planning and Management
If the output of a drag-line for 90° angle of swing at optimum depth of cut is X, then the output for 120° angle of swing at 120 % of optimum depth of cut will be

Less than X
Any of the above
More than X
Equal to X

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