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What is the correct answer?

4

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

A. 19

B. 14

C. 24

D. None of these

Correct Answer :

A. 19


Related Questions

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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

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4

A construction schedule is prepared after collecting

A. Number of operations

B. Output of labour

C. Output of machinery

D. All the above

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4

A tractor whose weight is 20 tonnes has a drawbar pull of 2500 kg, when operated on a level road having a rolling resistance of 30 kg per tonne. If this tractor is operated on a level road having a rolling resistance of 40 kg per tonne, then the drawbar pull of the tractor will

A. Reduce by 200 kg

B. Increase by 200 kg

C. Increase by 250 kg

D. Reduce by 250 kg

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4

Assertion (A): Activity 57 is critical. Reason (R): Earliest finish time and latest finish time for events 57 are same Select the correct answer.

A. A is correct but R is not correct

B. R is correct but A is not correct

C. Both A and R is correct

D. Both A and R is incorrect

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4

Pick up the correct statement from the following:

A. The float may be positive, zero or negative

B. If the float is positive and the activity is delayed by a period equal to its total float, the completion of project is not delayed

C. If the float of an activity is negative, delay in its performance is bound to delay the completion of project

D. All the above

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4

The first method invented for planning projects, was

A. Bar chart method

B. Milestone chart

C. Critical path method (CPM)

D. Programme Evaluation and Review Technique (PERT)

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4

Various activities of a project, are shown on bar charts by

A. Vertical lines

B. Horizontal lines

C. Dots

D. Crosses

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4

The first stage of a construction, is

A. Preparation of estimate

B. Survey of the site

C. Initiation of proposal

D. Preparation of tender

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4

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
Of these statement

A. (i) and (iii) are correct

B. (i) and (iv) are correct

C. (ii) and (iii) are correct

D. (ii) and (iv) are correct

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4

Updating may result in

A. Change of critical path

B. Decrease of project completion time

C. Increase of project completion time

D. All of the above

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4

For a given activity, the optimistic time, pessimistic time and the most probable estimates are 5, 17 and 8 days respectively, The expected time is

A. 8 days

B. 9 days

C. 10 days

D. 15 days

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4

Pick up the correct statement from the following:

A. The duration between the earliest start time of the preceding event and latest finish time of the succeeding event, is called 'float'

B. The duration of time by which an activity can be delayed without affecting the succeeding activity, is called free float

C. The difference between total float and free float, is called interfering float

D. All the above

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4

Mile Stone charts were invented in the year of

A. 1910

B. 1920

C. 1930

D. 1940

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4

The technique for establishing and maintaining priorities among the various jobs of a project, is known

A. Event flow scheduling technique

B. Critical ratio scheduling

C. Slotting technique for scheduling

D. Short interval scheduling

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4

Railway projects are treated as

A. Light construction

B. Heavy construction

C. Industrial construction

D. None of these

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4

In CPM analysis,

A. Emphasis is given to activities

B. Uncertainties are not allowed

C. Activities are represented by arrows

D. All the above

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4

For excavating utility trenches with precise control of depth, the excavation equipment used is

A. Hoe

B. Shovel

C. Dragline

D. None of the above

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4

The area under the Beta distribution curve is divided into two equal parts by

A. Most likely time

B. Optimistic time

C. Pessimistic time

D. Expected time

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4

Residential buildings are treated as

A. Light construction

B. Heavy construction

C. Industrial construction

D. Private construction

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4

A wheeled tractor hauling unit is working on firm earth. The total loaded weight distribution of this unit is: Drive wheels: 25000 kg Scraper wheels: 10000 kg If the coefficient of traction for wheeled tractor on firm earth is 0.5, the rimpull which this tractor can exert without slipping is

A. 10000 kg

B. 12500 kg

C. 22500 kg

D. 5000 kg

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4

An excavator costs Rs. 20,00,000 and has an estimated life of 8 years. It has no salvage value at the end of 8 years. The book value of the excavator at the end of 3 years using general double declining balance method is

A. Rs. 8,43,750

B. Rs. 8,75,000

C. Rs. 10,50,000

D. Rs. 11,56,250

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4

Pick up the correct statement from the following:

A. Programme Evaluation and Review Technique, is event oriented

B. Programme Evaluation and Review Technique is not event oriented

C. Critical Path Method is event oriented

D. Critical Path method is event oriented

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4

Pick up the correct statement from the following with regards to C.P.M. network analysis of projects

A. The latest occurrence time of the node of which the activity arrow terminates minus the duration of the activity, is called latest start time

B. The latest occurrence time for the node at which the activity arrow terminates, is called latest finish time

C. Earliest occurrence time of the event from which the activity arrow' originates, is called earliest start time of the activity

D. All the above

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4

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

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4

Consider the following statements: In the critical path method of construction planning, Free Float can be.
1. Greater than Total Float.
2. Greater than Independent Float
3. Equal to Total Float.
4. Less than Independent Float. Of these statements

A. 1 and 4 are correct

B. 2 and 3 are correct

C. 1 and 4 are correct

D. 1 and 2 are correct

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4

Pick up the incorrect statement from the following:

A. The difference between the earliest start time and latest finish time of any activity, is the maximum time available for the activity

B. The difference between the maximum time available for the job and actual time it consumes, is called total float

C. The difference between the latest start time and earliest start time of an activity, is called total float

D. None of these

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4

Slack time refers to

A. An activity

B. An event

C. Both event and activity

D. None of the above

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4

Consider the following statements: In the bar chart planning
1. Interdependence of the operations cannot be portrayed.
2. Progress of work can be measured.
3. Spare time of the activities can be determined.
4. Schedule cannot be updated. Of these statements

A. 1, 2 and 3 are correct

B. 1 and 4 are correct

C. 2, 3 and 4 are correct

D. 1, 2 and 4 are correct

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4

If an activity has its optimistic, most likely and pessimistic times as 2, 3 and 7 respectively, then its expected time and variance are respectively

A. 3.5 and 5/6

B. 5 and 25/36

C. 3.5 and 25/36

D. 4 and 5/6

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4

For the network shown in the given figure, the expected time for the activity

A. 1-2 is 4

B. 2-3 is 7

C. 3-4 is 8

D. All the above