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 Event Duration Float Constraint Event Duration Float Constraint ANSWER DOWNLOAD EXAMIANS APP
Construction Planning and Management The time by which a particular activity can be delayed without affecting the preceding and succeeding activities is known as Interfering float Total float Free float Independent float Interfering float Total float Free float Independent float ANSWER DOWNLOAD EXAMIANS APP
Construction Planning and Management Which of the following is a weakness of bar chart? All of these Uncertainties Interdependencies of activities Project progress All of these Uncertainties Interdependencies of activities Project progress ANSWER DOWNLOAD EXAMIANS APP
Construction Planning and Management In the given figure, the network of a project represents Activity of an excavation which starts at event No. 1 and ends at even No. 2 Activity of excavation which takes 8 units of time Activity of an excavation of a footing None of these Activity of an excavation which starts at event No. 1 and ends at even No. 2 Activity of excavation which takes 8 units of time Activity of an excavation of a footing None of these ANSWER DOWNLOAD EXAMIANS APP
Construction Planning and Management The most suitable type of equipment for compaction of cohesive soils is Smooth-wheeled rollers Sheep foot rollers Vibratory rollers Tampers Smooth-wheeled rollers Sheep foot rollers Vibratory rollers Tampers ANSWER DOWNLOAD EXAMIANS APP
Construction Planning and Management While scheduling a project by C.P.M. Net work is drawn by connecting the activities and the events A project is divided into various activities Required time for each activity is established All listed here Net work is drawn by connecting the activities and the events A project is divided into various activities Required time for each activity is established All listed here ANSWER DOWNLOAD EXAMIANS APP
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