Airport Engineering For Class ‘A’ Air port the difference of reduced levels of higher and lower edges of the conical surface, is 25 m 100 m 50 m 75 m 25 m 100 m 50 m 75 m ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering For the taxiways, the following statement is true The permissible rate of change of grade is 1% The permissible transverse grade is 1.5% The maximum longitudinal grade is 3% All listed here The permissible rate of change of grade is 1% The permissible transverse grade is 1.5% The maximum longitudinal grade is 3% All listed here ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The maximum length and pavement strength of the runway is that of B 2 A 1 G 7 B 3 B 2 A 1 G 7 B 3 ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The thickness design of the pavement, is decided on the load carried by Main gears Tail wheel All listed here Nose wheel Main gears Tail wheel All listed here Nose wheel ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The air is blowing at a speed of 75 knots in the direction of the aircraft flying at a ground speed of 775 knots. The air speed of the aircraft, is 775 knots 75 knots 850 knots 675 knots 775 knots 75 knots 850 knots 675 knots ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering From the end of an instrumental runway, the approach surface rises outwards 1 in 50 1 in 40 1 in 30 1 in 20 1 in 50 1 in 40 1 in 30 1 in 20 ANSWER DOWNLOAD EXAMIANS APP
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