Airport Engineering For Class ‘A’ Air port the difference of reduced levels of higher and lower edges of the conical surface, is 75 m 100 m 50 m 25 m 75 m 100 m 50 m 25 m ANSWER DOWNLOAD EXAMIANS APP
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 3000 300 Zero Unrestricted 3000 300 Zero Unrestricted 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 Total correction for elevation, temperature and gradient for a runway should not be more than 0.35 0.15 0.25 0.2 0.35 0.15 0.25 0.2 ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering For determining the basic runway length, the landing case requires that aircraft should come to a stop within p % of the landing distance. The value of p is 0.75 0.6 0.4 0.5 0.75 0.6 0.4 0.5 ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering International Civil Aviation Organization (I.C.A.O.) was set up at Montreal (Canada), in 1947 1929 1939 1950 1947 1929 1939 1950 ANSWER DOWNLOAD EXAMIANS APP
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