Airport Engineering Two single runways may be arranged so as to have All listed here X-shape T-shape L-shape All listed here X-shape T-shape L-shape ANSWER DOWNLOAD EXAMIANS APP
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 (6500, 6000) (5800, 5200) (8000, 7000) (61500, 5600) (6500, 6000) (5800, 5200) (8000, 7000) (61500, 5600) ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering Pick up the component not applicable to aeroplanes Wings None of these Air screw Engines Wings None of these Air screw Engines ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering Effective length of a runway is the distance between Point of intersection of the glide path and the extended plane of the runway surface and the other end of the runway Ends of the clear way on either side Ends of the runway Point of intersection of the obstruction clearance line and the extended plane of the runway surface, and the other end of the runway Point of intersection of the glide path and the extended plane of the runway surface and the other end of the runway Ends of the clear way on either side Ends of the runway Point of intersection of the obstruction clearance line and the extended plane of the runway surface, and the other end of the runway ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering Which of the following is an example of failure in flexible pavements? Shrinkage cracks Warping cracks Mud pumping Alligator cracking Shrinkage cracks Warping cracks Mud pumping Alligator cracking ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering For Class ‘A’ Air port the difference of reduced levels of higher and lower edges of the conical surface, is 75 m 100 m 25 m 50 m 75 m 100 m 25 m 50 m ANSWER DOWNLOAD EXAMIANS APP
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