Airport Engineering Beaufort scale is used to determine None of these Direction of winds Height of air-crafts Strength of winds None of these Direction of winds Height of air-crafts Strength of winds ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering For night landing, the thresholds are lighted Red White Green Yellow Red White Green Yellow ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering For the taxiways, the following statement is true 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 The maximum longitudinal grade is 3% The permissible rate of change of grade is 1% The permissible transverse grade is 1.5% 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 0.003 0.001 0.004 0.002 0.003 0.001 0.004 0.002 ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering For supersonic transport aircraft, the minimum turning radius of taxiway is 180 m 120 m 240 m 60 m 180 m 120 m 240 m 60 m ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The depressions and undulations in the pavement, are caused due to Punching effect Impact of heavy wheel loads Improper compaction of sub-grade All listed here Punching effect Impact of heavy wheel loads Improper compaction of sub-grade All listed here ANSWER DOWNLOAD EXAMIANS APP
EXAMIANS