Airport Engineering For Class ‘A’ Air port the difference of reduced levels of higher and lower edges of the conical surface, is 100 m 75 m 25 m 50 m 100 m 75 m 25 m 50 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 0.002 0.003 0.001 0.004 0.002 0.003 0.001 ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The depressions and undulations in the pavement, are caused due to Punching effect Impact of heavy wheel loads All listed here Improper compaction of sub-grade Punching effect Impact of heavy wheel loads All listed here Improper compaction of sub-grade ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering Speed of Sound at 0°C is 1190 kmph Sound at 0°C is called one Mach Sound varies 2.4 kmph per degree centigrade rise in temperature All listed here Sound at 0°C is 1190 kmph Sound at 0°C is called one Mach Sound varies 2.4 kmph per degree centigrade rise in temperature All listed here ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The main disadvantage of angle nose out parking configuration of aircraft is that the Aircraft rear loading door is far away from terminal building Hot blast is directed towards the terminal building All listed here Overall apron area required is more Aircraft rear loading door is far away from terminal building Hot blast is directed towards the terminal building All listed here Overall apron area required is more ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering Which of the following is an example of failure in flexible pavements? Shrinkage cracks Mud pumping Alligator cracking Warping cracks Shrinkage cracks Mud pumping Alligator cracking Warping cracks ANSWER DOWNLOAD EXAMIANS APP
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