Output of a bulldozer is (i) Increased if drawbar HP of the tractor is increased for a given hauling distance (ii) Decreased if drawbar HP of the tractor is increased for a given hauling distance (iii) Increased if the hauling distance is increased for a given drawbar HP of the tractor (iv) Decreased if the hauling distance is increased for a given drawbar HP of the tractor

Construction Planning and Management
Output of a bulldozer is (i) Increased if drawbar HP of the tractor is increased for a given hauling distance (ii) Decreased if drawbar HP of the tractor is increased for a given hauling distance (iii) Increased if the hauling distance is increased for a given drawbar HP of the tractor (iv) Decreased if the hauling distance is increased for a given drawbar HP of the tractor

(ii) and (iv) are correct

(ii) and (iii) are correct

(i) and (iii) are correct

(i) and (iv) are correct

(ii) and (iv) are correct

(ii) and (iii) are correct

(i) and (iii) are correct

(i) and (iv) are correct

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

Uncertainties

Interdependencies of activities

All of these

Project progress

Uncertainties

Interdependencies of activities

All of these

Project progress

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Construction Planning and Management
Latest start of an activity is always

less than or equal to latest event time of preceding node

greater than or equal to latest event time of preceding node

less than latest event time of preceding node

equal to latest event time of preceding node

less than or equal to latest event time of preceding node

greater than or equal to latest event time of preceding node

less than latest event time of preceding node

equal to latest event time of preceding node

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Construction Planning and Management
If the expected time for completion of a project is 10 days with a standard deviation of 2 days, the expected time of completion of the project with 99.9% probability is

10 days

4 days

16 days

6 days

10 days

4 days

16 days

6 days

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

Less than X

More than X

Equal to X

Any of the above

Less than X

More than X

Equal to X

Any of the above

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Construction Planning and Management
Rolling resistance of a wheel depends upon
(i) Vehicle load
(ii) Grade
(iii) Ground conditions

Only (i) is correct

(ii) and (iii) are correct

(i) and (iii) are correct

(i) and (ii) are correct

Only (i) is correct

(ii) and (iii) are correct

(i) and (iii) are correct

(i) and (ii) are correct

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Construction Planning and Management

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

Construction Planning and Management Latest start of an activity is always

Construction Planning and Management If the expected time for completion of a project is 10 days with a standard deviation of 2 days, the expected time of completion of the project with 99.9% probability is

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

Construction Planning and Management Rolling resistance of a wheel depends upon(i) Vehicle load(ii) Grade(iii) Ground conditions

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

Construction Planning and Management
Latest start of an activity is always

Construction Planning and Management
If the expected time for completion of a project is 10 days with a standard deviation of 2 days, the expected time of completion of the project with 99.9% probability is

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

Construction Planning and Management
Rolling resistance of a wheel depends upon
(i) Vehicle load
(ii) Grade
(iii) Ground conditions