Airport Engineering For Class ‘A’ Air port the difference of reduced levels of higher and lower edges of the conical surface, is 75 m 25 m 50 m 100 m 75 m 25 m 50 m 100 m ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The maximum length and pavement strength of the runway is that of G 7 B 3 A 1 B 2 G 7 B 3 A 1 B 2 ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The slope of the obstruction clearance line from the boundary of the heliport should be 0.043055555555556 0.069444444444444 0.045138888888889 0.047222222222222 0.043055555555556 0.069444444444444 0.045138888888889 0.047222222222222 ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The depressions and undulations in the pavement, are caused due to Improper compaction of sub-grade All listed here Impact of heavy wheel loads Punching effect Improper compaction of sub-grade All listed here Impact of heavy wheel loads Punching effect ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering Geometric design of holding apron of these statements 1 and 2 are correct 2 and 3 are correct 1 and 3 are correct 1 alone is correct 1 and 2 are correct 2 and 3 are correct 1 and 3 are correct 1 alone is correct ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering In an airport, if 4 groups of 5 gates each located well separated are considered for traffic and the future to present traffic ratio is 3, then the total requirement of future gates will be 44 32 36 68 44 32 36 68 ANSWER DOWNLOAD EXAMIANS APP
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