Airport Engineering Maximum gross takeoff weight of an aircraft is More than the maximum structural landing weight Less than the maximum structural landing weight Equal to the empty operating weight plus the payload Equal to the maximum structural landing weight More than the maximum structural landing weight Less than the maximum structural landing weight Equal to the empty operating weight plus the payload Equal to the maximum structural landing weight 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 false but R is true Both A and R is true but R is not the correct explanation of A Both A and R is true and R is 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 but R is not the correct explanation of A Both A and R is true and R is the correct explanation of A A is true but R is false 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 2816 m 3016 m 2916 m 2716 m 2816 m 3016 m 2916 m 2716 m ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The thickness design of the pavement, is decided on the load carried by Nose wheel Tail wheel Main gears All listed here Nose wheel Tail wheel Main gears All listed here ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The minimum width of clearway is 100 m 50 m 250 m 150 m 100 m 50 m 250 m 150 m ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering From the end of an instrumental runway, the approach surface rises outwards 1 in 40 1 in 50 1 in 20 1 in 30 1 in 40 1 in 50 1 in 20 1 in 30 ANSWER DOWNLOAD EXAMIANS APP
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