Construction Planning and Management In PERT analysis, the time estimates of activities and probability of their occurrence follow None of these Normal distribution curve Poisson's distribution curve Beta distribution curve None of these Normal distribution curve Poisson's distribution curve Beta distribution curve ANSWER DOWNLOAD EXAMIANS APP
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 EF = ES + D LS = LF - D All listed here LF = LS + D EF = ES + D LS = LF - D All listed here ANSWER DOWNLOAD EXAMIANS APP
Construction Planning and Management The most suitable type of equipment for compaction of cohesive soils is Vibratory rollers Tampers Sheep foot rollers Smooth-wheeled rollers Vibratory rollers Tampers Sheep foot rollers Smooth-wheeled rollers ANSWER DOWNLOAD EXAMIANS APP
Construction Planning and Management If the gross vehicle weight of a truck is 30 tonne and rolling resistance is 30 kg/tonne, then the tractive effort required to keep the truck moving at a uniform speed is 900 kg 30 kg 1000 kg 300 kg 900 kg 30 kg 1000 kg 300 kg ANSWER DOWNLOAD EXAMIANS APP
Construction Planning and Management If the total float and duration of an activity are 5 and 10 days respectively, the particular activity can be All listed here Started 5 days later Completed 5 days later Performed at slower rate in 15 days All listed here Started 5 days later Completed 5 days later Performed at slower rate in 15 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 Slow time Standard time Normal time Crash time Slow time Standard time Normal time ANSWER DOWNLOAD EXAMIANS APP
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