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 0.002 0.004 0.001 0.003 0.002 0.004 0.001 ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering If lift off distance of an craft is 2000 m, the clear way at the end of the runway should not be less than 162.5 m 145 m 152.5 m 172.5 m 162.5 m 145 m 152.5 m 172.5 m ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering Calm period is the percentage of time during which wind intensity is less than 4.8 kmph 6.4 kmph 8.0 kmph 9.6 kmph 4.8 kmph 6.4 kmph 8.0 kmph 9.6 kmph ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering In Instrumental landing system, the middle markers are located About 7 km. ahead of the runway threshold Along the extended centre line of runway end About 1 km. ahead of the runway threshold At the runway threshold About 7 km. ahead of the runway threshold Along the extended centre line of runway end About 1 km. ahead of the runway threshold At the runway threshold ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The slope of the transitional surface for A, B and C type of runway shall be 0.045138888888889 0.046527777777778 0.05 0.048611111111111 0.045138888888889 0.046527777777778 0.05 0.048611111111111 ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The length of runway under standard conditions is 2000 m. The elevation of airport site is 300 m. Its reference temperature is 33.05°C. If the runway is to be constructed with an effective gradient of 0.25 percent, the corrected runway length will be 2600 m 2800 m 2700 m 2500 m 2600 m 2800 m 2700 m 2500 m ANSWER DOWNLOAD EXAMIANS APP
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