Construction Planning and Management Free float for any activity is defined as the difference between its earliest finish time and latest start time for its successor activity its latest start time and earliest start time its latest finish time and earliest start time for its successor activity its earliest finish time and earliest start time for its successor activity its earliest finish time and latest start time for its successor activity its latest start time and earliest start time its latest finish time and earliest start time for its successor activity its earliest finish time and earliest start time for its successor activity ANSWER DOWNLOAD EXAMIANS APP
Construction Planning and Management In time-cost optimization of a project, crashing is done. On all the activities lying on the critical path On all the activities Only on activities lying on the original critical path and having flatter cost slopes On original critical activities and those that become critical at any stage of crashing in the order of ascending cost slope On all the activities lying on the critical path On all the activities Only on activities lying on the original critical path and having flatter cost slopes On original critical activities and those that become critical at any stage of crashing in the order of ascending cost slope ANSWER DOWNLOAD EXAMIANS APP
Construction Planning and Management At a work site, statistical quality control of concrete means Reduction in wastage of inspection costs Measurement of risks to eliminate failures Reduction in costs for the removal of defects Applying the theory' of probability to sample testing or inspection Reduction in wastage of inspection costs Measurement of risks to eliminate failures Reduction in costs for the removal of defects Applying the theory' of probability to sample testing or inspection ANSWER DOWNLOAD EXAMIANS APP
Construction Planning and Management For the supply of materials for concrete, form work reinforcing and placing of concrete, removal of form work and curing of concrete, number of bar(s) required on bar chart, is 4 2 1 3 4 2 1 3 ANSWER DOWNLOAD EXAMIANS APP
Construction Planning and Management The difference between the time avail-to do a job and the time required to do the job, is known as Duration Event Float Constraint Duration Event Float Constraint ANSWER DOWNLOAD EXAMIANS APP
Construction Planning and Management If to, tp and tm are the optimistic, pessimistic and most likely time estimates of an activity respectively, the expected time t of the activity will be to + 4tm+ tp/6 to + 3tm+ tp/3 to + 4tm+ tp/5 to + 4tm+ tp/4 to + 4tm+ tp/6 to + 3tm+ tp/3 to + 4tm+ tp/5 to + 4tm+ tp/4 ANSWER DOWNLOAD EXAMIANS APP
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