Airport Engineering The coordinates of the ends of a runway are (5000, 5000) and (8000, 7000). The co-ordinates of another runway are (4600, 5100) and (7000, 5300). The co-ordinates of the A.R.P. are (8000, 7000) (5800, 5200) (61500, 5600) (6500, 6000) (8000, 7000) (5800, 5200) (61500, 5600) (6500, 6000) 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 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 Both A and R is true and R is the correct explanation of A ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering A gradient of + 0.08% is followed by a gradient of - 0.07%. If the permissible rate of change of grade is 0.003 per 30 meters, the length of the transition curve, is 140 m 150 m 175 m 160 m 140 m 150 m 175 m 160 m 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. 0.001 0.0043 0.0026 0.0065 0.001 0.0043 0.0026 0.0065 ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The maximum length and pavement strength of the runway is that of B 2 A 1 B 3 G 7 B 2 A 1 B 3 G 7 ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The minimum width of clearway is 100 m 250 m 50 m 150 m 100 m 250 m 50 m 150 m ANSWER DOWNLOAD EXAMIANS APP
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