Construction Planning and Management If D is the duration, ES and EF are the earliest start and finish, LS and LF are latest start and latest finish time, then the following relation holds good LF = LS + D LS = LF - D All listed here EF = ES + D LF = LS + D LS = LF - D All listed here EF = ES + D ANSWER DOWNLOAD EXAMIANS APP
Construction Planning and Management The area under the Beta distribution curve is divided into two equal parts by Most likely time Pessimistic time Optimistic time Expected time Most likely time Pessimistic time Optimistic time Expected time ANSWER DOWNLOAD EXAMIANS APP
Construction Planning and Management Pick up the PERT event from the following: Digging of foundation started Digging of foundation completed Laying of concrete started All listed here Digging of foundation started Digging of foundation completed Laying of concrete started All listed here ANSWER DOWNLOAD EXAMIANS APP
Construction Planning and Management The normal time required for the completion of project in the above problem is 14 days 19 days 13 days 9 days 14 days 19 days 13 days 9 days ANSWER DOWNLOAD EXAMIANS APP
Construction Planning and Management The first method invented for planning projects, was Programme Evaluation and Review Technique (PERT) Critical path method (CPM) Milestone chart Bar chart method Programme Evaluation and Review Technique (PERT) Critical path method (CPM) Milestone chart Bar chart method 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 15 25 20 35 15 25 20 35 ANSWER DOWNLOAD EXAMIANS APP