Airport Engineering For the taxiways, the following statement is true The permissible rate of change of grade is 1% All listed here The permissible transverse grade is 1.5% The maximum longitudinal grade is 3% The permissible rate of change of grade is 1% All listed here The permissible transverse grade is 1.5% The maximum longitudinal grade is 3% ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering As per UK design criteria, if LCN of aircraft is between 1.25 to 1.5 times the LCN of pavement, then the number of movements allowed are 300 3000 Zero Unrestricted 300 3000 Zero Unrestricted ANSWER DOWNLOAD EXAMIANS APP
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 30 m 45 m 20 m 51 m 30 m 45 m 20 m 51 m 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 The height of the pilot's eye above the runway surface is assumed 4 m 3 m 5 m 1 m 4 m 3 m 5 m 1 m ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering According to I.C.A.O. the recommended length of air ports is decided on All listed here Effective gradient percentage Sea level elevation Standard sea level temperature (15°C) All listed here Effective gradient percentage Sea level elevation Standard sea level temperature (15°C) ANSWER DOWNLOAD EXAMIANS APP
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