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 (61500, 5600) (5800, 5200) (6500, 6000) (8000, 7000) (61500, 5600) (5800, 5200) (6500, 6000) (8000, 7000) 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 0.003 0.004 0.002 0.001 0.003 0.004 0.002 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 0.6 0.4 0.5 0.75 0.6 0.4 0.5 0.75 ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The best direction of a runway is along the direction of Longest line on wind rose diagram Shortest line on the wind rose diagram None of these Line clear of wind rose diagram Longest line on wind rose diagram Shortest line on the wind rose diagram None of these Line clear of wind rose diagram ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The length of a runway under standard atmospheric conditions is 1800 m. If the actual reduced level of the site is 1200 m, the design length of the runway is 2360 m 2560 m 2460 m 2660 m 2360 m 2560 m 2460 m 2660 m ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The slope of the transitional surface for A, B and C type of runway shall be 0.045138888888889 0.048611111111111 0.05 0.046527777777778 0.045138888888889 0.048611111111111 0.05 0.046527777777778 ANSWER DOWNLOAD EXAMIANS APP
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