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Construction Planning and Management

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

Constraint
Float
Duration
Event

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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

Highest cost slope
Least cost slope
Shortest duration
Longest duration

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Construction Planning and Management
Time and progress chart of a construction, is also known as

All listed here
Bar chart
Gantt chart
Modified Mile stone chart

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Construction Planning and Management
Critical path lies along the activities having total float

Same
Zero
Negative
Positive

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

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

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Construction Planning and Management
A wheeled tractor hauling unit is working on firm earth. The total loaded weight distribution of this unit is:Drive wheels: 25000 kgScraper wheels: 10000 kgIf the coefficient of traction for wheeled tractor on firm earth is 0.5, the rimpull which this tractor can exert without slipping is

10000 kg
12500 kg
5000 kg
22500 kg

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