Airport Engineering For the taxiways, the following statement is true The permissible rate of change of grade is 1% The permissible transverse grade is 1.5% The maximum longitudinal grade is 3% All listed here The permissible rate of change of grade is 1% The permissible transverse grade is 1.5% The maximum longitudinal grade is 3% All listed here 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 75 m 100 m 25 m 50 m 75 m 100 m 25 m 50 m ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The threshold markings are All listed here 4 m wide 1 m clear space between adjacent Placed symmetrically on either side of the runway centre line All listed here 4 m wide 1 m clear space between adjacent Placed symmetrically on either side of the runway centre line ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering Maximum gross takeoff weight of an aircraft is Equal to the empty operating weight plus the payload Less than the maximum structural landing weight More than the maximum structural landing weight Equal to the maximum structural landing weight Equal to the empty operating weight plus the payload Less than the maximum structural landing weight More than the maximum structural landing weight Equal to the maximum structural landing weight ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering Assertion A : Airport capacity during IFR conditions is usually less than that during VFR conditions.Reason R: During clear weather condition (VFR), the aircrafts on final approach to runway can be spaced closer during poor visibility conditions.Select your answer based on the coding system given below: Both A and R is true and R is the correct explanation of A Both A and R is true but R is not the correct explanation of A A is false but R is true A is true but R is false Both A and R is true and R is the correct explanation of A Both A and R is true but R is not the correct explanation of A A is false but R is true A is true but R is false ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering In an airport, if 4 groups of 5 gates each located well separated are considered for traffic and the future to present traffic ratio is 3, then the total requirement of future gates will be 36 32 68 44 36 32 68 44 ANSWER DOWNLOAD EXAMIANS APP