Airport Engineering The depressions and undulations in the pavement, are caused due to Impact of heavy wheel loads Punching effect All listed here Improper compaction of sub-grade Impact of heavy wheel loads Punching effect All listed here Improper compaction of sub-grade ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The runway length after correcting for elevation and temperature is 2845 m. If the effective gradient on runway is 0.5 percent then the revised runway length will be 2910 m 2845 m 3030 m 3130 m 2910 m 2845 m 3030 m 3130 m ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering In an airport, if 4 groups of 5 gates each located well separated are considered for traffic and the future to present traffic ratio is 3, then the total requirement of future gates will be 44 68 32 36 44 68 32 36 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 Beaufort scale is used to determine Height of air-crafts None of these Direction of winds Strength of winds Height of air-crafts None of these Direction of winds Strength of winds ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The maximum value of the angle of turning of the nose gear large jet aircrafts, is limited to 60° 20° 30° 45° 60° 20° 30° 45° ANSWER DOWNLOAD EXAMIANS APP
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