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 25 m 50 m 75 m 100 m 25 m 50 m 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 4 aircrafts per hour 1 aircraft per hour 2 aircrafts per hour 16 aircrafts per hour 4 aircrafts per hour 1 aircraft per hour 2 aircrafts per hour 16 aircrafts per hour ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The maximum length and pavement strength of the runway is that of G 7 A 1 B 2 B 3 G 7 A 1 B 2 B 3 ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The bearing of the runway at threshold is 290°, the runway number is 290° W 20° N 29° N 70° W 290° W 20° N 29° N 70° W ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering To cope up high temperature of 196°C, the taxi ways and aprons are constructed with Plain concrete Rubberised tar concrete Asphaltic concrete All listed here Plain concrete Rubberised tar concrete Asphaltic concrete All listed here ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering From the end of an instrumental runway, the approach surface rises outwards 1 in 20 1 in 30 1 in 40 1 in 50 1 in 20 1 in 30 1 in 40 1 in 50 ANSWER DOWNLOAD EXAMIANS APP
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