A.The structure being self-sealing, it is not sensitive to accidental rise in water level above the designed full supply level
B.Bearing stress of the foundtions are higher
C.Problems arising out of large number of joints in the dam
D.Significance of volume changes of thin members
E.Overflow arrangements
A.The size of hole it can drill
B.A number specifying hole size
C.A letter of alphabet
D.Any of the above
E.None of above
A.To reduce stress concentration
B.For safety
C.To facilitate joining
D.For fullering and caulking
E.None of the above
A.1 second
B.2 seconds
C.5 seconds
D.15 seconds
E.1 minute
A.internal exchange
B.block exchange
C.barter
D.profiteering
A.Yes
B.No
C.Yes, provided the links are limited in number
D.Yes provided the distance is limited
E.None of the above
A.Direct flow of current between two points of different potential
B.Indirect flow of current between two points
C.Direct flow of current between points of the same potential
D.none of the above
A.100 kg/cm2
B.500 kg/cm2
C.1000 kg/cm2
D.2000 kg/cm2
E.4000 kg/cm2
A.directly proportional to the number of coils in the spring
B.inversely proportional to the number of coils in the spring
C.inversely proportional to the square of the number of coils in the spring
D.directly proportional to the square of the number of coils in the spring
A.0.2 kg
B.0.5 kg
C.1 kg
D.12 kg
E.1.8 kg
