Airport Engineering Geometric design of holding apron of these statements 1 and 3 are correct 1 alone is correct 2 and 3 are correct 1 and 2 are correct 1 and 3 are correct 1 alone is correct 2 and 3 are correct 1 and 2 are correct 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 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 ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The bearing of the runway at threshold is 290°, the runway number is N 70° W W 20° N 29° 290° N 70° W W 20° N 29° 290° ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The total length of a runway is 1000 m. The elevation at distance 0,200 m, 400 m, 600 m, 800 m and 1000 m are 100.0 m, 99.2 m, 101.0 m, 101.8 m, 101.4 m and 101.0 m respectively. The effective gradient of runway will be. 0.0026 0.0043 0.0065 0.001 0.0026 0.0043 0.0065 0.001 ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering For determining the basic runway length, the landing case requires that aircraft should come to a stop within p % of the landing distance. The value of p is 0.5 0.4 0.75 0.6 0.5 0.4 0.75 0.6 ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering Which of the following is an example of failure in flexible pavements? Shrinkage cracks Warping cracks Alligator cracking Mud pumping Shrinkage cracks Warping cracks Alligator cracking Mud pumping ANSWER DOWNLOAD EXAMIANS APP
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