Construction Planning and Management The technique for establishing and maintaining priorities among the various jobs of a project, is known Event flow scheduling technique Short interval scheduling Critical ratio scheduling Slotting technique for scheduling Event flow scheduling technique Short interval scheduling Critical ratio scheduling Slotting technique for scheduling ANSWER DOWNLOAD EXAMIANS APP
Construction Planning and Management If a is the optimistic time, b is the pessimistic time and m is most likely time of an activity, the expected time of the activity, is (a + 5m + b)/6 (a + m + b)/6 (a + 4m + b)/6 (a + 2m + b)/6 (a + 5m + b)/6 (a + m + b)/6 (a + 4m + b)/6 (a + 2m + b)/6 ANSWER DOWNLOAD EXAMIANS APP
Construction Planning and Management If the output of a drag-line for 90° angle of swing at optimum depth of cut is X, then the output for 120° angle of swing at 120 % of optimum depth of cut will be More than X Any of the above Less than X Equal to X More than X Any of the above Less than X Equal to X ANSWER DOWNLOAD EXAMIANS APP
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 4 days 16 days 10 days 6 days 4 days 16 days 10 days 6 days ANSWER DOWNLOAD EXAMIANS APP
Construction Planning and Management The time which results in the least possible construction cost of an activity, is known as Crash time Normal time Standard time Slow time Crash time Normal time Standard time Slow time ANSWER DOWNLOAD EXAMIANS APP
Construction Planning and Management Optimistic time, most likely time and pessimistic times for the activities of a network in the given figure are written above their arrows. If the contractual obligation time for the project is 75, the latest occurrence time for the event 2, is 35 15 25 20 35 15 25 20 ANSWER DOWNLOAD EXAMIANS APP
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