Airport Engineering The maximum length and pavement strength of the runway is that of B 2 A 1 G 7 B 3 B 2 A 1 G 7 B 3 ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The length of runway is increased per 300 m rise above M.S.L. 0.04 0.05 0.07 0.03 0.04 0.05 0.07 0.03 ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering Beaufort scale is used to determine Strength of winds Height of air-crafts None of these Direction of winds Strength of winds Height of air-crafts None of these Direction of winds 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 50 m 75 m 100 m 25 m 50 m 75 m 100 m 25 m 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 (8000, 7000) (6500, 6000) (5800, 5200) (61500, 5600) (8000, 7000) (6500, 6000) (5800, 5200) (61500, 5600) 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
EXAMIANS