Airport Engineering The slope of the transitional surface for A, B and C type of runway shall be 0.045138888888889 0.05 0.048611111111111 0.046527777777778 0.045138888888889 0.05 0.048611111111111 0.046527777777778 ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The capacity of parallel runway pattern depends upon Lateral spacing between two runways and weather conditions Weather conditions and navigational aids available Lateral spacing between two runways, weather conditions and navigational aids available. Lateral spacing between two runways and navigational aids available Lateral spacing between two runways and weather conditions Weather conditions and navigational aids available Lateral spacing between two runways, weather conditions and navigational aids available. Lateral spacing between two runways and navigational aids available ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering To cope up high temperature of 196°C, the taxi ways and aprons are constructed with Rubberised tar concrete All listed here Plain concrete Asphaltic concrete Rubberised tar concrete All listed here Plain concrete Asphaltic concrete 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 1500 m 1200 m 800 m 1000 m 1500 m 1200 m 800 m 1000 m 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 2.0, 2.0 and 2.0 1.0, 1.5 and 2.0 1.0, 1.5 and 1.5 1.5, 1.5 and 2.0 2.0, 2.0 and 2.0 1.0, 1.5 and 2.0 1.0, 1.5 and 1.5 1.5, 1.5 and 2.0 ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The slope of the obstruction clearance line from the boundary of the heliport should be 0.045138888888889 0.047222222222222 0.043055555555556 0.069444444444444 0.045138888888889 0.047222222222222 0.043055555555556 0.069444444444444 ANSWER DOWNLOAD EXAMIANS APP
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