Airport Engineering Geometric design of holding apron of these statements 1 and 3 are correct 1 and 2 are correct 1 alone is correct 2 and 3 are correct 1 and 3 are correct 1 and 2 are correct 1 alone is correct 2 and 3 are correct ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The minimum width of clearway is 150 m 100 m 50 m 250 m 150 m 100 m 50 m 250 m ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering For the taxiways, the following statement is true The permissible transverse grade is 1.5% All listed here The maximum longitudinal grade is 3% The permissible rate of change of grade is 1% The permissible transverse grade is 1.5% All listed here The maximum longitudinal grade is 3% The permissible rate of change of grade is 1% ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering If the width of the approach area near the runway end is 150 m, the width of the approach area at a distance of 3 kilometers from runway end will be 1200 m 1500 m 1000 m 800 m 1200 m 1500 m 1000 m 800 m ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering To cope up high temperature of 196°C, the taxi ways and aprons are constructed with Rubberised tar concrete All listed here Asphaltic concrete Plain concrete Rubberised tar concrete All listed here Asphaltic concrete Plain concrete ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering According to I.C.A.O. the slope of transitional surface at right angles to the centre line of runway, is kept 1 in 7 1 in 4 1 in 5 1 in 6 1 in 7 1 in 4 1 in 5 1 in 6 ANSWER DOWNLOAD EXAMIANS APP
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