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 0.6 0.5 0.75 0.4 0.6 0.5 0.75 0.4 ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering A gradient of + 0.08% is followed by a gradient of - 0.07%. If the permissible rate of change of grade is 0.003 per 30 meters, the length of the transition curve, is 160 m 175 m 150 m 140 m 160 m 175 m 150 m 140 m ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering To cope up high temperature of 196°C, the taxi ways and aprons are constructed with Asphaltic concrete Plain concrete All listed here Rubberised tar concrete Asphaltic concrete Plain concrete All listed here Rubberised tar concrete 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 1.0, 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 1.5, 1.5 and 2.0 1.0, 1.5 and 1.5 2.0, 2.0 and 2.0 ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering In Instrumental landing system, the middle markers are located About 1 km. ahead of the runway threshold About 7 km. ahead of the runway threshold At the runway threshold Along the extended centre line of runway end About 1 km. ahead of the runway threshold About 7 km. ahead of the runway threshold At the runway threshold Along the extended centre line of runway end ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The main disadvantage of angle nose out parking configuration of aircraft is that the Overall apron area required is more All listed here Hot blast is directed towards the terminal building Aircraft rear loading door is far away from terminal building Overall apron area required is more All listed here Hot blast is directed towards the terminal building Aircraft rear loading door is far away from terminal building ANSWER DOWNLOAD EXAMIANS APP