Airport Engineering The maximum length and pavement strength of the runway is that of B 3 G 7 A 1 B 2 B 3 G 7 A 1 B 2 ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The depressions and undulations in the pavement, are caused due to Punching effect All listed here Impact of heavy wheel loads Improper compaction of sub-grade Punching effect All listed here Impact of heavy wheel loads Improper compaction of sub-grade 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 A is true but R is false Both A and R is true but R is not the correct explanation of A A is false but R is true Both A and R is true and R is the correct explanation of A A is true but R is false Both A and R is true but R is not the correct explanation of A A is false but R is true ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering For the proposed runway stated in if the aerodrome reference temperature is 17.2°, the net designed length of the runway is 2716 m 2816 m 2916 m 3016 m 2716 m 2816 m 2916 m 3016 m 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 800 m 1000 m 1200 m 1500 m 800 m 1000 m ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The maximum value of the angle of turning of the nose gear large jet aircrafts, is limited to 60° 45° 20° 30° 60° 45° 20° 30° ANSWER DOWNLOAD EXAMIANS APP
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