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 If the width of the approach area near the runway end is 150 m, the width of the approach area at a distance of 3 kilometers from runway end will be 1000 m 800 m 1200 m 1500 m 1000 m 800 m 1200 m 1500 m ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The length of runway under standard conditions is 2000 m. The elevation of airport site is 300 m. Its reference temperature is 33.05°C. If the runway is to be constructed with an effective gradient of 0.25 percent, the corrected runway length will be 2800 m 2500 m 2600 m 2700 m 2800 m 2500 m 2600 m 2700 m 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 An aircraft is flying in an atmosphere of 30°C with a speed of 1260 kmph. Its speed is known as Sonic Subsonic Mach Super-sonic Sonic Subsonic Mach Super-sonic ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The width and interval of transverse centre line bars along the extended centre line of runway, in approach lighting system are 4.2 m and 30 m 3 m and 30 m 4.2 m and 50 m 3 m and 45 m 4.2 m and 30 m 3 m and 30 m 4.2 m and 50 m 3 m and 45 m ANSWER DOWNLOAD EXAMIANS APP
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