Airport Engineering For Class ‘A’ Air port the difference of reduced levels of higher and lower edges of the conical surface, is 75 m 50 m 25 m 100 m 75 m 50 m 25 m 100 m ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The reduced level of the proposed site of an air port is 2500 m above M.S.L. If the recommended length by I.C.A.O. for the runway at sea level is 2500 m, the required length of the runway is 2500 m 3250 m 3000 m 3725 m 2500 m 3250 m 3000 m 3725 m ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering International Civil Aviation Organization (I.C.A.O.) was set up at Montreal (Canada), in 1939 1947 1929 1950 1939 1947 1929 1950 ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering Which of the following is an example of failure in flexible pavements? Warping cracks Mud pumping Alligator cracking Shrinkage cracks Warping cracks Mud pumping Alligator cracking Shrinkage cracks ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering An airport has 4 gates. If the weighted average gate occupancy time is 30 minutes and gate utilization factor is 0.5, then the capacity of the gate will be 2 aircrafts per hour 1 aircraft per hour 4 aircrafts per hour 16 aircrafts per hour 2 aircrafts per hour 1 aircraft per hour 4 aircrafts per hour 16 aircrafts per hour ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering For the proposed runway stated in if the aerodrome reference temperature is 17.2°, the net designed length of the runway is 3016 m 2916 m 2816 m 2716 m 3016 m 2916 m 2816 m 2716 m ANSWER DOWNLOAD EXAMIANS APP
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