Airport Engineering For Class ‘A’ Air port the difference of reduced levels of higher and lower edges of the conical surface, is 25 m 50 m 75 m 100 m 25 m 50 m 75 m 100 m ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering For the taxiways, the following statement is true The maximum longitudinal grade is 3% All listed here The permissible transverse grade is 1.5% The permissible rate of change of grade is 1% The maximum longitudinal grade is 3% All listed here The permissible transverse grade is 1.5% The permissible rate of change of grade is 1% 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 6 1 in 7 1 in 5 1 in 4 1 in 6 1 in 7 1 in 5 1 in 4 ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering Total correction for elevation, temperature and gradient for a runway should not be more than 0.35 0.25 0.2 0.15 0.35 0.25 0.2 0.15 ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering Which of the following is an example of failure in flexible pavements? Alligator cracking Shrinkage cracks Mud pumping Warping cracks Alligator cracking Shrinkage cracks Mud pumping Warping cracks ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering Assertion A : The ratio of arriving and departing aircrafts influences the airport capacity: Reason R : Landing operation is generally given priority over the taking off operation. Select your answer based on the coding system given below: A is true but R is false A is false but R is true Both A and R is true and R is not the correct explanation of A Both A and R is true and R is the correct explanation of A A is true but R is false A is false but R is true Both A and R is true and R is not the correct explanation of A Both A and R is true and R is the correct explanation of A ANSWER DOWNLOAD EXAMIANS APP
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