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 0.004 0.002 0.001 0.003 0.004 0.002 0.001 ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering To cope up high temperature of 196°C, the taxi ways and aprons are constructed with Rubberised tar concrete All listed here Plain concrete Asphaltic concrete Rubberised tar concrete All listed here Plain concrete Asphaltic concrete ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The cruising speed of the aircraft is 500 kmph. If there is a head wind of 50 kmph, then the air speed and ground speed of the aircraft respectively will be 500 kmph and 500 kmph 450 kmph and 500 kmph 500 kmph and 450 kmph 450 kmph and 450 kmph 500 kmph and 500 kmph 450 kmph and 500 kmph 500 kmph and 450 kmph 450 kmph and 450 kmph ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The fuse large includes Pilot's cabin Passengers chamber Tail of aircraft All listed here Pilot's cabin Passengers chamber Tail of aircraft All listed here ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering Which of the following is an example of failure in flexible pavements? Mud pumping Shrinkage cracks Warping cracks Alligator cracking Mud pumping Shrinkage cracks Warping cracks Alligator cracking 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 140 m 175 m 160 m 150 m 140 m 175 m 160 m 150 m ANSWER DOWNLOAD EXAMIANS APP
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