Airport Engineering As per ICAO recommendation, the rate of change of longitudinal gradient per 30 m length of vertical curve for A and B type of airports is limited to a maximum of 0.002 0.004 0.003 0.001 0.002 0.004 0.003 0.001 ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering For Class ‘A’ Air port the difference of reduced levels of higher and lower edges of the conical surface, is 50 m 25 m 75 m 100 m 50 m 25 m 75 m 100 m ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The threshold markings are 1 m clear space between adjacent All listed here 4 m wide Placed symmetrically on either side of the runway centre line 1 m clear space between adjacent All listed here 4 m wide Placed symmetrically on either side of the runway centre line ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The bearing of the runway at threshold is 290°, the runway number is 29° N 70° W 290° W 20° N 29° N 70° W 290° W 20° N ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The slope of the obstruction clearance line from the boundary of the heliport should be 0.069444444444444 0.043055555555556 0.045138888888889 0.047222222222222 0.069444444444444 0.043055555555556 0.045138888888889 0.047222222222222 ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering Assertion A : The ratio of arriving and departing aircrafts influences the airport capacity:Reason R : Landing operation is generally given priority over the taking off operation.Select your answer based on the coding system given below: A is true but R is false Both A and R is true and R is the correct explanation of A A is false but R is true Both A and R is true and R is not the correct explanation of A A is true but R is false Both A and R is true and R is the correct explanation of A A is false but R is true Both A and R is true and R is not the correct explanation of A ANSWER DOWNLOAD EXAMIANS APP
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