Airport Engineering The maximum length and pavement strength of the runway is that of B 3 B 2 A 1 G 7 B 3 B 2 A 1 G 7 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 25 m 100 m 75 m 50 m 25 m 100 m 75 m ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering Beaufort scale is used to determine Strength of winds Direction of winds None of these Height of air-crafts Strength of winds Direction of winds None of these Height of air-crafts 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 0.001 0.002 0.004 0.003 0.001 0.002 0.004 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 For the taxiways, the following statement is true All listed here The permissible transverse grade is 1.5% The maximum longitudinal grade is 3% The permissible rate of change of grade is 1% All listed here The permissible transverse grade is 1.5% The maximum longitudinal grade is 3% The permissible rate of change of grade is 1% ANSWER DOWNLOAD EXAMIANS APP
EXAMIANS