Civil Engineering MCQs

Page No. 123

Total float for any activity is defined as the difference between________________?


a its latest finish time and earliest start time for its successor activity

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b its latest start time and earliest start time

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c its latest start time and earliest finish time

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dits earliest finish time and earliest start time for its successor activity

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Free float for any activity is defined as the difference between__________________?


a its earliest finish time and earliest start time for its successor activity

✓


b its latest start time and earliest start time

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cits latest finish time and earliest start time for its successor activity

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dits earliest finish time and latest start time for its successor activity

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The independent float affects only_______________?


apreceding activities

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bsucceeding activities

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c the particular activity involved

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dnone of the above

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


a81

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b54

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c36

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d 9

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View Answer 81

The time with which direct cost does not reduce with the increase in time is known as_________________?


a crash time

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bnormal time

✓


coptimistic time

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dstandard time

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View Answer normal time

The direct cost of a project with respect to normal time is________________?


aminimum

✓


bmaximum

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czero

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dinfinite

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View Answer minimum

Economic saving of time results by crashing_________________?


acheapest critical activity

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bcheapest non-critical activity

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ccostliest critical activity

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dcostliest non-critical activity

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Slack time refers to_______________?


aan activity

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ban event

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cboth event and activity

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dnone of the above

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View Answer an event

The constraints in case of resource smoothening operation would be_______________?


aresources

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bproject duration time

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cboth resources and project duration time

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d none of the above

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View Answer project duration time

Crash project duration is obtained by summing the________________?


anormal durations for all the activities

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bcrash durations for all activities

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ccrash durations for all the activities along the critical path obtained by taking into account the normal duration for all the activities

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dcrash 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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