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 Unrestricted 3000 300 Zero Unrestricted 3000 300 ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering Conical surface of the approach area rises outwards 1 in 25 1 in 10 1 in 20 1 in 15 1 in 25 1 in 10 1 in 20 1 in 15 ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The slope of the transitional surface for A, B and C type of runway shall be 0.046527777777778 0.048611111111111 0.045138888888889 0.05 0.046527777777778 0.048611111111111 0.045138888888889 0.05 ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering According to the International Civil Aviation Organization (I.C.A.O.) the strength of runway pavements, have been coded by Last Seven English alphabets First seven numbers First Seven English alphabets Seven English alphabets Last Seven English alphabets First seven numbers First Seven English alphabets Seven English alphabets ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The depressions and undulations in the pavement, are caused due to Impact of heavy wheel loads All listed here Punching effect Improper compaction of sub-grade Impact of heavy wheel loads All listed here Punching effect Improper compaction of sub-grade 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: 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 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 ANSWER DOWNLOAD EXAMIANS APP
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