Airport Engineering As per UK design criteria, if LCN of aircraft is between 1.25 to 1.5 times the LCN of pavement, then the number of movements allowed are 300 Unrestricted Zero 3000 300 Unrestricted Zero 3000 ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering For Class ‘A’ Air port the difference of reduced levels of higher and lower edges of the conical surface, is 75 m 50 m 100 m 25 m 75 m 50 m 100 m 25 m ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering Beaufort scale is used to determine Direction of winds None of these Height of air-crafts Strength of winds Direction of winds None of these Height of air-crafts Strength of winds ANSWER DOWNLOAD EXAMIANS APP
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 depressions and undulations in the pavement, are caused due to Impact of heavy wheel loads Punching effect All listed here Improper compaction of sub-grade Impact of heavy wheel loads Punching effect All listed here Improper compaction of sub-grade ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering An aircraft is flying in an atmosphere of 30°C with a speed of 1260 kmph. Its speed is known as Sonic Subsonic Super-sonic Mach Sonic Subsonic Super-sonic Mach ANSWER DOWNLOAD EXAMIANS APP
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