Airport Engineering In approach areas of runways equipped with instrumental landing facilities any object within 4.5 km distance from runway end shall be considered as an obstruction if its height is more than 51 m 20 m 45 m 30 m 51 m 20 m 45 m 30 m ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering Maximum gross takeoff weight of an aircraft is More than the maximum structural landing weight Equal to the maximum structural landing weight Equal to the empty operating weight plus the payload Less than the maximum structural landing weight More than the maximum structural landing weight Equal to the maximum structural landing weight Equal to the empty operating weight plus the payload Less than the maximum structural landing weight ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering Calm period is the percentage of time during which wind intensity is less than 9.6 kmph 6.4 kmph 4.8 kmph 8.0 kmph 9.6 kmph 6.4 kmph 4.8 kmph 8.0 kmph ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The length of runway under standard conditions is 2000 m. The elevation of airport site is 300 m. Its reference temperature is 33.05°C. If the runway is to be constructed with an effective gradient of 0.25 percent, the corrected runway length will be 2600 m 2700 m 2500 m 2800 m 2600 m 2700 m 2500 m 2800 m ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering To cope up high temperature of 196°C, the taxi ways and aprons are constructed with Asphaltic concrete All listed here Plain concrete Rubberised tar concrete Asphaltic concrete All listed here Plain concrete Rubberised tar concrete 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 16 aircrafts per hour 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 ANSWER DOWNLOAD EXAMIANS APP