Airport Engineering The depressions and undulations in the pavement, are caused due to All listed here Punching effect Impact of heavy wheel loads Improper compaction of sub-grade All listed here Punching effect Impact of heavy wheel loads Improper compaction of sub-grade ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering Wing loading of an aircraft is Gross total weight of the aircraft/ wing area Gross total weight of the aircraft/total available H.P of engines Load of the wings Gross total weight of the aircraft/ load of the wings Gross total weight of the aircraft/ wing area Gross total weight of the aircraft/total available H.P of engines Load of the wings Gross total weight of the aircraft/ load of the wings ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering According to the International Civil Aviation Organization (I.C.A.O.) the strength of runway pavements, have been coded by Seven English alphabets Last Seven English alphabets First Seven English alphabets First seven numbers Seven English alphabets Last Seven English alphabets First Seven English alphabets First seven numbers ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering In approach areas of runways equipped with instrumental landing facilities any object within 4.5 km distance from runway end shall be considered as an obstruction if its height is more than 30 m 45 m 20 m 51 m 30 m 45 m 20 m 51 m 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 4.2 m and 50 m 3 m and 30 m 3 m and 45 m 4.2 m and 30 m 4.2 m and 50 m 3 m and 30 m 3 m and 45 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 0.001 0.002 0.003 0.004 0.001 0.002 0.003 ANSWER DOWNLOAD EXAMIANS APP
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