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Construction Planning and Management

Construction Planning and Management
The time corresponding to minimum total project cost is

Optimistic time
Between normal time and crash time
Normal time
Crash time

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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

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

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Construction Planning and Management
The three time estimates for the activities of the network shown in the given figure are shown above their arrows. The earliest expected time for the event 4, is

24
14
None of these
19

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Construction Planning and Management
Residential buildings are treated as

Industrial construction
Private construction
Heavy construction
Light construction

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Construction Planning and Management
Which of the following is a weakness of bar chart?

Project progress
All of these
Uncertainties
Interdependencies of activities

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Construction Planning and Management
Updating may result in

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

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