Airport Engineering As per UK design criteria, if LCN of aircraft is between 1.25 to 1.5 times the LCN of pavement, then the number of movements allowed are Zero 3000 Unrestricted 300 Zero 3000 Unrestricted 300 ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering According to I.C.A.O. all markings on the runways are painted white and on taxiways Yellow Green Black Red Yellow Green Black Red ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The slope of the transitional surface for A, B and C type of runway shall be 0.045138888888889 0.048611111111111 0.05 0.046527777777778 0.045138888888889 0.048611111111111 0.05 0.046527777777778 ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The thickness design of the pavement, is decided on the load carried by All listed here Main gears Nose wheel Tail wheel All listed here Main gears Nose wheel Tail wheel ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering Assertion A : Airport capacity during IFR conditions is usually less than that during VFR conditions.Reason R: During clear weather condition (VFR), the aircrafts on final approach to runway can be spaced closer during poor visibility conditions.Select your answer based on the coding system given below: Both A and R is true and R is the correct explanation of A Both A and R is true but R is not the correct explanation of A A is false but R is true A is true but R is false Both A and R is true and R is the correct explanation of A Both A and R is true but R is not the correct explanation of A A is false but R is true A is true but R is false ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The centre to centre spacing of heliport lighting along the periphery of landing and takeoff area should be 5.0 m 2.5 m 7.5 m 10.0 m 5.0 m 2.5 m 7.5 m 10.0 m ANSWER DOWNLOAD EXAMIANS APP
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