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 total length of a runway is 1000 m. The elevation at distance 0,200 m, 400 m, 600 m, 800 m and 1000 m are 100.0 m, 99.2 m, 101.0 m, 101.8 m, 101.4 m and 101.0 m respectively. The effective gradient of runway will be. 0.0026 0.0043 0.0065 0.001 0.0026 0.0043 0.0065 0.001 ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering Two single runways may be arranged so as to have X-shape L-shape T-shape All listed here X-shape L-shape T-shape All listed here ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering As per ICAO, for airports serving big aircrafts, the crosswind component should not exceed 15 kmph 45 kmph 25 kmph 35 kmph 15 kmph 45 kmph 25 kmph 35 kmph 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 175 m 160 m 140 m 150 m 175 m 160 m 140 m 150 m ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering For the proposed runway stated in if the aerodrome reference temperature is 17.2°, the net designed length of the runway is 2916 m 2716 m 2816 m 3016 m 2916 m 2716 m 2816 m 3016 m ANSWER DOWNLOAD EXAMIANS APP
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