Airport Engineering The thickness design of the pavement, is decided on the load carried by All listed here Tail wheel Main gears Nose wheel All listed here Tail wheel Main gears Nose wheel ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The minimum width of clearway is 50 m 250 m 150 m 100 m 50 m 250 m 150 m 100 m ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The height of the pilot's eye above the runway surface is assumed 5 m 4 m 1 m 3 m 5 m 4 m 1 m 3 m 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 Seven English alphabets 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 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 true but R is false Both A and R is true but R is not the correct explanation of A Both A and R is true and R is 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 but R is not the correct explanation of A Both A and R is true and R is the correct explanation of A A is false but R is true ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering For the taxiways, the following statement is true All listed here The permissible rate of change of grade is 1% The permissible transverse grade is 1.5% The maximum longitudinal grade is 3% All listed here The permissible rate of change of grade is 1% The permissible transverse grade is 1.5% The maximum longitudinal grade is 3% ANSWER DOWNLOAD EXAMIANS APP
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