Airport Engineering According to the International Civil Aviation Organization (I.C.A.O.) the strength of runway pavements, have been coded by Last Seven English alphabets Seven English alphabets First Seven English alphabets First seven numbers Last Seven English alphabets Seven English alphabets First Seven English alphabets First seven numbers ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering For the taxiways, the following statement is true All listed here The maximum longitudinal grade is 3% The permissible transverse grade is 1.5% The permissible rate of change of grade is 1% All listed here The maximum longitudinal grade is 3% The permissible transverse grade is 1.5% The permissible rate of change of grade is 1% ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The thickness design of the pavement, is decided on the load carried by Nose wheel Main gears All listed here Tail wheel Nose wheel Main gears All listed here Tail wheel ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The runway length after correcting for elevation and temperature is 2845 m. If the effective gradient on runway is 0.5 percent then the revised runway length will be 3030 m 2845 m 3130 m 2910 m 3030 m 2845 m 3130 m 2910 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 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 150 m 175 m 140 m 160 m 150 m 175 m 140 m 160 m ANSWER DOWNLOAD EXAMIANS APP
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