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 The length of a runway under standard atmospheric conditions is 1800 m. If the actual reduced level of the site is 1200 m, the design length of the runway is 2660 m 2560 m 2360 m 2460 m 2660 m 2560 m 2360 m 2460 m ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering From the end of an instrumental runway, the approach surface rises outwards 1 in 40 1 in 20 1 in 30 1 in 50 1 in 40 1 in 20 1 in 30 1 in 50 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 0.004 0.001 0.002 0.003 0.004 0.001 0.002 0.003 ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering For the taxiways, the following statement is true The maximum longitudinal grade is 3% The permissible rate of change of grade is 1% All listed here The permissible transverse grade is 1.5% The maximum longitudinal grade is 3% The permissible rate of change of grade is 1% All listed here The permissible transverse grade is 1.5% ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering To cope up high temperature of 196°C, the taxi ways and aprons are constructed with Plain concrete Asphaltic concrete All listed here Rubberised tar concrete Plain concrete Asphaltic concrete All listed here Rubberised tar concrete ANSWER DOWNLOAD EXAMIANS APP
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