Airport Engineering For the taxiways, the following statement is true 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% The permissible rate of change of grade is 1% All listed here 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 0.002 0.004 0.003 0.001 0.002 0.004 ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering For Class ‘A’ Air port the difference of reduced levels of higher and lower edges of the conical surface, is 100 m 50 m 75 m 25 m 100 m 50 m 75 m 25 m ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The depressions and undulations in the pavement, are caused due to Improper compaction of sub-grade All listed here Punching effect Impact of heavy wheel loads Improper compaction of sub-grade All listed here Punching effect Impact of heavy wheel loads ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The cruising speed of the aircraft is 500 kmph. If there is a head wind of 50 kmph, then the air speed and ground speed of the aircraft respectively will be 500 kmph and 500 kmph 500 kmph and 450 kmph 450 kmph and 500 kmph 450 kmph and 450 kmph 500 kmph and 500 kmph 500 kmph and 450 kmph 450 kmph and 500 kmph 450 kmph and 450 kmph ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering For the proposed runway stated in if the aerodrome reference temperature is 17.2°, the net designed length of the runway is 2916 m 2716 m 3016 m 2816 m 2916 m 2716 m 3016 m 2816 m ANSWER DOWNLOAD EXAMIANS APP
EXAMIANS