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 36 32 44 68 36 32 44 68 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 0.047222222222222 0.045138888888889 0.043055555555556 0.069444444444444 0.047222222222222 0.045138888888889 ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The slope of the transitional surface for A, B and C type of runway shall be 0.046527777777778 0.045138888888889 0.05 0.048611111111111 0.046527777777778 0.045138888888889 0.05 0.048611111111111 ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The minimum width of clearway is 150 m 100 m 50 m 250 m 150 m 100 m 50 m 250 m ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering Zero fuel weight of an aircraft is: Equal to empty operating weight Equal to sum of empty operating weight and the maximum pay load Equal to maximum landing weight Less than empty operating weight Equal to empty operating weight Equal to sum of empty operating weight and the maximum pay load Equal to maximum landing weight Less than empty operating weight ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering A gradient of + 0.08% is followed by a gradient of - 0.07%. If the permissible rate of change of grade is 0.003 per 30 meters, the length of the transition curve, is 175 m 140 m 150 m 160 m 175 m 140 m 150 m 160 m ANSWER DOWNLOAD EXAMIANS APP
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