In the bar chart planning____________?

Related Mcqs:

1. Which of the following is a weakness of bar chart ?

   A. interdependencies of activities
   B. project progress
   C. uncertainties
   D. all of the above

2. Latest start of an activity is always________________?

   A. greater than or equal to latest event time of preceding node
   B. less than or equal to latest event time of preceding node
   C. equal to latest event time of preceding node
   D. less than latest event time of preceding node

3. Critical path_____________?

   A. is always longest
   B. is always shortest
   C. may be longest
   D. may be shortest

4. Interfering float is the difference between__________________?

   A. total float and free float
   B. total float and independent float
   C. free float and independent float
   D. none of the above

5. A machine is purchased for Rs. 10,000,00/- and has an estimated life of 10 years. The salvage value at the end of 10 years is Rs. 1,50,000/-. The book value of the machine at the end of 5 years using general straight line method of evaluation of depreciation is__________________?

   A. Rs. 4,75,000/-
   B. Rs. 5,75,000/-
   C. Rs. 6,50,000/-
   D. Rs. 8,50,000/-

6. PERT is preferred for planning because of________________?

   Consider the following features/factors

   1. Projects are of the non-repetitive type.
   2. Time required need not be known.
   3. Time required is known precisely.
   4. Events have been established for planning.
   5. Emphasis is given to activities of project

   A. 1,2 and 4
   B. 3,4 and 5
   C. 1,3 and 4
   D. 1,2 and 5

7. The rated loads of lifting cranes, as percentage of tipping load at specified radius, for crawler-mounted, and pneumatic tyremounted machines would be respectively_________________?

   A. 80 and 90
   B. 90 and 80
   C. 85 and 75
   D. 75 and 83

8. In time-cost optimization of a project, crashing is done____________?

   A. on all the activities
   B. on all the activities lying on the critical path
   C. only on activities lying on the orginal critical path and having flatter cost slopes
   D. on original critical activities and those that become critical at any stage of crashing in the order of ascending cost slope

9. Crash project duration is obtained by summing the________________?

   A. normal durations for all the activities
   B. crash durations for all activities
   C. crash durations for all the activities along the critical path obtained by taking into account the normal duration for all the activities
   D. crash durations for all the activities along the critical path obtained by taking into account the crash duration for all the activities

10. What estimate would you give for the variance in above problem ?

    A. 81
    B. 54
    C. 36
    D. 9