Airport Engineering Geometric design of holding apron of these statements 1 alone is correct 1 and 2 are correct 2 and 3 are correct 1 and 3 are correct 1 alone is correct 1 and 2 are correct 2 and 3 are correct 1 and 3 are correct 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 160 m 175 m 140 m 150 m 160 m 175 m 140 m ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering Two single runways may be arranged so as to have X-shape T-shape L-shape All listed here X-shape T-shape L-shape All listed here ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The maximum length and pavement strength of the runway is that of A 1 B 3 G 7 B 2 A 1 B 3 G 7 B 2 ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The length of a runway under standard atmospheric conditions is 1800 m. If the actual reduced level of the site is 1200 m, the design length of the runway is 2660 m 2360 m 2560 m 2460 m 2660 m 2360 m 2560 m 2460 m ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering For the taxiways, the following statement is true All listed here The permissible rate of change of grade is 1% The permissible transverse grade is 1.5% The maximum longitudinal grade is 3% All listed here The permissible rate of change of grade is 1% The permissible transverse grade is 1.5% The maximum longitudinal grade is 3% ANSWER DOWNLOAD EXAMIANS APP
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