Airport Engineering The minimum width of clearway is 50 m 250 m 100 m 150 m 50 m 250 m 100 m 150 m ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering If the width of the approach area near the runway end is 150 m, the width of the approach area at a distance of 3 kilometers from runway end will be 1200 m 1500 m 800 m 1000 m 1200 m 1500 m 800 m 1000 m 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 75 m 25 m 100 m 50 m 75 m 25 m 100 m ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering According to ICAO, all markings on the runways are Yellow White Red Black Yellow White Red Black 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 160 m 150 m 175 m 140 m 160 m 150 m 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 A is false but R is true 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 true but R is false A is false but R is true 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