Airport Engineering The maximum length and pavement strength of the runway is that of G 7 B 3 B 2 A 1 G 7 B 3 B 2 A 1 ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The length of clear zone for none instrument runway of a small aircraft is 600 m 300 m 750 m 150 m 600 m 300 m 750 m 150 m ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering To cope up high temperature of 196°C, the taxi ways and aprons are constructed with Plain concrete All listed here Asphaltic concrete Rubberised tar concrete Plain concrete All listed here Asphaltic concrete Rubberised tar concrete 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 rate of change of grade is 1% The permissible transverse grade is 1.5% All listed here The maximum longitudinal grade is 3% The permissible rate of change of grade is 1% The permissible transverse grade is 1.5% ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering As per ICAO, for A, B, and C type of airports, maximum effective, transverse and longitudinal grades in percentage respectively are 1.5, 1.5 and 2.0 1.0, 1.5 and 1.5 2.0, 2.0 and 2.0 1.0, 1.5 and 2.0 1.5, 1.5 and 2.0 1.0, 1.5 and 1.5 2.0, 2.0 and 2.0 1.0, 1.5 and 2.0 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) (61500, 5600) (6500, 6000) (5800, 5200) (8000, 7000) (61500, 5600) (6500, 6000) (5800, 5200) ANSWER DOWNLOAD EXAMIANS APP
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