Airport Engineering The depressions and undulations in the pavement, are caused due to All listed here Improper compaction of sub-grade Punching effect Impact of heavy wheel loads All listed here Improper compaction of sub-grade Punching effect Impact of heavy wheel loads ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The length of a runway under standard atmospheric conditions is 1800 m. If the actual reduced level of the site is 1200 m, the design length of the runway is 2460 m 2660 m 2560 m 2360 m 2460 m 2660 m 2560 m 2360 m ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The runway orientation is made so that landing and takeoff are None of these Perpendicular to wind direction Against the wind direction Along the wind direction None of these Perpendicular to wind direction Against the wind direction Along the wind direction ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The coordinates of the ends of a runway are (5000, 5000) and (8000, 7000). The co-ordinates of another runway are (4600, 5100) and (7000, 5300). The co-ordinates of the A.R.P. are (8000, 7000) (5800, 5200) (6500, 6000) (61500, 5600) (8000, 7000) (5800, 5200) (6500, 6000) (61500, 5600) ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The slope of the obstruction clearance line from the boundary of the heliport should be 0.043055555555556 0.045138888888889 0.047222222222222 0.069444444444444 0.043055555555556 0.045138888888889 0.047222222222222 0.069444444444444 ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering As per ICAO, for A, B, and C type of airports, maximum effective, transverse and longitudinal grades in percentage respectively are 1.0, 1.5 and 1.5 1.5, 1.5 and 2.0 2.0, 2.0 and 2.0 1.0, 1.5 and 2.0 1.0, 1.5 and 1.5 1.5, 1.5 and 2.0 2.0, 2.0 and 2.0 1.0, 1.5 and 2.0 ANSWER DOWNLOAD EXAMIANS APP
EXAMIANS