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 Float Event Constraint Duration Float Event Constraint 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 LS = LF - D EF = ES + D All listed here LF = LS + D LS = LF - D EF = ES + D All listed here LF = LS + D ANSWER DOWNLOAD EXAMIANS APP
Construction Planning and Management PERT technique of network analysis is mainly useful for Large and complex projects Research and development projects Deterministic activities Small projects Large and complex projects Research and development projects Deterministic activities Small projects ANSWER DOWNLOAD EXAMIANS APP
Construction Planning and Management Residential buildings are treated as Industrial construction Light construction Heavy construction Private construction Industrial construction Light construction Heavy construction Private construction ANSWER DOWNLOAD EXAMIANS APP
Construction Planning and Management Frequency distribution curves All listed here If symmetrical, are called normal curves Having a single lump, are called uninodal curves If not symmetrical, are called skew curves All listed here If symmetrical, are called normal curves Having a single lump, are called uninodal curves If not symmetrical, are called skew curves ANSWER DOWNLOAD EXAMIANS APP
Construction Planning and Management A wheeled tractor hauling unit is working on firm earth. The total loaded weight distribution of this unit is: Drive wheels: 25000 kg Scraper wheels: 10000 kgIf the coefficient of traction for wheeled tractor on firm earth is 0.5, the rimpull which this tractor can exert without slipping is 10000 kg 5000 kg 12500 kg 22500 kg 10000 kg 5000 kg 12500 kg 22500 kg ANSWER DOWNLOAD EXAMIANS APP
EXAMIANS