Airport Engineering The length of runway is increased per 300 m rise above M.S.L. 0.04 0.03 0.07 0.05 0.04 0.03 0.07 0.05 ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering Geometric design of holding apron of these statements 1 and 2 are correct 1 and 3 are correct 1 alone is correct 2 and 3 are correct 1 and 2 are correct 1 and 3 are correct 1 alone is correct 2 and 3 are correct 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 0.001 0.002 0.004 0.003 0.001 0.002 0.004 0.003 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 50 m 75 m 25 m 100 m 50 m 75 m 25 m 100 m ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering As per ICAO, the minimum basic runway length for A and E type of airport will be 2100 m and 600 m 2100 m and 750 m 1500 m and 600 m 1500 m and 750 m 2100 m and 600 m 2100 m and 750 m 1500 m and 600 m 1500 m and 750 m ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The main disadvantage of angle nose out parking configuration of aircraft is that the All listed here Hot blast is directed towards the terminal building Overall apron area required is more Aircraft rear loading door is far away from terminal building All listed here Hot blast is directed towards the terminal building Overall apron area required is more Aircraft rear loading door is far away from terminal building ANSWER DOWNLOAD EXAMIANS APP
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