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 0.003 0.002 0.001 0.004 0.003 0.002 0.001 0.004 ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The minimum width of clearway is 150 m 50 m 100 m 250 m 150 m 50 m 100 m 250 m ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering If lift off distance of an craft is 2000 m, the clear way at the end of the runway should not be less than 162.5 m 145 m 152.5 m 172.5 m 162.5 m 145 m 152.5 m 172.5 m ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The thickness design of the pavement, is decided on the load carried by All listed here Nose wheel Tail wheel Main gears All listed here Nose wheel Tail wheel Main gears 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 1.5 2.0, 2.0 and 2.0 1.0, 1.5 and 2.0 1.5, 1.5 and 2.0 1.0, 1.5 and 1.5 2.0, 2.0 and 2.0 1.0, 1.5 and 2.0 ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The capacity of parallel runway pattern depends upon Lateral spacing between two runways and weather conditions Lateral spacing between two runways and navigational aids available Weather conditions and navigational aids available Lateral spacing between two runways, weather conditions and navigational aids available. Lateral spacing between two runways and weather conditions Lateral spacing between two runways and navigational aids available Weather conditions and navigational aids available Lateral spacing between two runways, weather conditions and navigational aids available. ANSWER DOWNLOAD EXAMIANS APP
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