Airport Engineering For the taxiways, the following statement is true The permissible transverse grade is 1.5% All listed here The permissible rate of change of grade is 1% The maximum longitudinal grade is 3% The permissible transverse grade is 1.5% All listed here The permissible rate of change of grade is 1% The maximum longitudinal grade is 3% ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The minimum width of clearway is 50 m 150 m 250 m 100 m 50 m 150 m 250 m 100 m ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering As per ICAO recommendation, the rate of change of longitudinal gradient per 30 m length of vertical curve for A and B type of airports is limited to a maximum of 0.004 0.003 0.002 0.001 0.004 0.003 0.002 0.001 ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The length of runway is increased per 300 m rise above M.S.L. 0.07 0.04 0.05 0.03 0.07 0.04 0.05 0.03 ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering In Instrumental landing system, the middle markers are located At the runway threshold About 1 km. ahead of the runway threshold About 7 km. ahead of the runway threshold Along the extended centre line of runway end At the runway threshold About 1 km. ahead of the runway threshold About 7 km. ahead of the runway threshold Along the extended centre line of runway end ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering Airport elevation is the reduced level above M.S.L. of Lowest point of the landing area None of these Control tower Highest point of the landing area Lowest point of the landing area None of these Control tower Highest point of the landing area ANSWER DOWNLOAD EXAMIANS APP
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