Airport Engineering The slope of the transitional surface for A, B and C type of runway shall be 0.048611111111111 0.046527777777778 0.05 0.045138888888889 0.048611111111111 0.046527777777778 0.05 0.045138888888889 ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering For determining the basic runway length, the landing case requires that aircraft should come to a stop within p % of the landing distance. The value of p is 0.4 0.5 0.75 0.6 0.4 0.5 0.75 0.6 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 51 m 30 m 45 m 20 m 51 m 30 m 45 m 20 m 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
Airport Engineering The total length of a runway is 1000 m. The elevation at distance 0,200 m, 400 m, 600 m, 800 m and 1000 m are 100.0 m, 99.2 m, 101.0 m, 101.8 m, 101.4 m and 101.0 m respectively. The effective gradient of runway will be. 0.0043 0.0065 0.001 0.0026 0.0043 0.0065 0.001 0.0026 ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The capacity of parallel runway pattern depends upon Lateral spacing between two runways and navigational aids available Lateral spacing between two runways, weather conditions and navigational aids available. Lateral spacing between two runways and weather conditions Weather conditions and navigational aids available Lateral spacing between two runways and navigational aids available Lateral spacing between two runways, weather conditions and navigational aids available. Lateral spacing between two runways and weather conditions Weather conditions and navigational aids available ANSWER DOWNLOAD EXAMIANS APP
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