Airport Engineering According to I.C.A.O. the slope of transitional surface at right angles to the centre line of runway, is kept 1 in 7 1 in 4 1 in 6 1 in 5 1 in 7 1 in 4 1 in 6 1 in 5 ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The depressions and undulations in the pavement, are caused due to Impact of heavy wheel loads Punching effect Improper compaction of sub-grade All listed here Impact of heavy wheel loads Punching effect Improper compaction of sub-grade All listed here ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The slope of the obstruction clearance line from the boundary of the heliport should be 0.045138888888889 0.069444444444444 0.047222222222222 0.043055555555556 0.045138888888889 0.069444444444444 0.047222222222222 0.043055555555556 ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering Which of the following is an example of failure in flexible pavements? Warping cracks Alligator cracking Mud pumping Shrinkage cracks Warping cracks Alligator cracking Mud pumping Shrinkage cracks ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The main disadvantage of angle nose out parking configuration of aircraft is that the Overall apron area required is more All listed here Aircraft rear loading door is far away from terminal building Hot blast is directed towards the terminal building Overall apron area required is more All listed here Aircraft rear loading door is far away from terminal building Hot blast is directed towards the terminal building 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 1.5, 1.5 and 2.0 1.0, 1.5 and 2.0 1.0, 1.5 and 1.5 2.0, 2.0 and 2.0 1.5, 1.5 and 2.0 1.0, 1.5 and 2.0 1.0, 1.5 and 1.5 2.0, 2.0 and 2.0 ANSWER DOWNLOAD EXAMIANS APP
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