Airport Engineering The maximum length and pavement strength of the runway is that of B 3 B 2 A 1 G 7 B 3 B 2 A 1 G 7 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 0.002 0.003 0.001 0.004 0.002 0.003 0.001 0.004 ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering Speed of Sound at 0°C is called one Mach Sound varies 2.4 kmph per degree centigrade rise in temperature Sound at 0°C is 1190 kmph All listed here Sound at 0°C is called one Mach Sound varies 2.4 kmph per degree centigrade rise in temperature Sound at 0°C is 1190 kmph All listed here 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: A is false but R is true A is true but R is false Both A and R is true but R is not the correct explanation of A Both A and R is true and R is 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 but 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
Airport Engineering The slope of the transitional surface for A, B and C type of runway shall be 0.05 0.046527777777778 0.048611111111111 0.045138888888889 0.05 0.046527777777778 0.048611111111111 0.045138888888889 ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering According to I.C.A.O. all markings on the runways are painted white and on taxiways Black Red Green Yellow Black Red Green Yellow ANSWER DOWNLOAD EXAMIANS APP
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