Airport Engineering For Class ‘A’ Air port the difference of reduced levels of higher and lower edges of the conical surface, is 50 m 25 m 75 m 100 m 50 m 25 m 75 m 100 m ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering For the taxiways, the following statement is true The maximum longitudinal grade is 3% The permissible rate of change of grade is 1% The permissible transverse grade is 1.5% All listed here The maximum longitudinal grade is 3% The permissible rate of change of grade is 1% The permissible transverse grade is 1.5% All listed here ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering For determining the basic runway length, the landing case requires that aircraft should come to a stop within p % of the landing distance. The value of p is 0.5 0.4 0.75 0.6 0.5 0.4 0.75 0.6 ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The depressions and undulations in the pavement, are caused due to Impact of heavy wheel loads All listed here Punching effect Improper compaction of sub-grade Impact of heavy wheel loads All listed here Punching effect Improper compaction of sub-grade ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering Speed of All listed here Sound varies 2.4 kmph per degree centigrade rise in temperature Sound at 0°C is called one Mach Sound at 0°C is 1190 kmph All listed here Sound varies 2.4 kmph per degree centigrade rise in temperature Sound at 0°C is called one Mach Sound at 0°C is 1190 kmph ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The width and interval of transverse centre line bars along the extended centre line of runway, in approach lighting system are 3 m and 45 m 3 m and 30 m 4.2 m and 30 m 4.2 m and 50 m 3 m and 45 m 3 m and 30 m 4.2 m and 30 m 4.2 m and 50 m ANSWER DOWNLOAD EXAMIANS APP
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