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 0.002 0.003 0.004 0.001 0.002 0.003 0.004 0.001 ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering Conical surface of the approach area rises outwards 1 in 25 1 in 10 1 in 15 1 in 20 1 in 25 1 in 10 1 in 15 1 in 20 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 25 m 50 m 100 m 75 m 25 m 50 m 100 m 75 m ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering Which of the following is used for servicing and repairs of the aircraft? Holding apron Apron Hanger Terminal building Holding apron Apron Hanger Terminal building ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The threshold markings are Placed symmetrically on either side of the runway centre line 4 m wide 1 m clear space between adjacent All listed here Placed symmetrically on either side of the runway centre line 4 m wide 1 m clear space between adjacent All listed here 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 2500 m 2600 m 2800 m 2700 m 2500 m 2600 m 2800 m 2700 m ANSWER DOWNLOAD EXAMIANS APP
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