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 150 m 160 m 140 m 175 m 150 m 160 m 140 m ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering For the taxiways, the following statement is true The maximum longitudinal grade is 3% The permissible rate of change of grade is 1% The permissible transverse grade is 1.5% All listed here The maximum longitudinal grade is 3% The permissible rate of change of grade is 1% The permissible transverse grade is 1.5% All listed here ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering In approach areas of runways equipped with instrumental landing facilities any object within 4.5 km distance from runway end shall be considered as an obstruction if its height is more than 45 m 51 m 20 m 30 m 45 m 51 m 20 m 30 m ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The capacity of parallel runway pattern depends upon Weather conditions and navigational aids available Lateral spacing between two runways, weather conditions and navigational aids available. Lateral spacing between two runways and navigational aids available Lateral spacing between two runways and weather conditions Weather conditions and navigational aids available Lateral spacing between two runways, weather conditions and navigational aids available. Lateral spacing between two runways and navigational aids available Lateral spacing between two runways and weather conditions ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering Effective length of a runway is the distance between Point of intersection of the obstruction clearance line and the extended plane of the runway surface, and the other end of the runway Ends of the runway Ends of the clear way on either side Point of intersection of the glide path and the extended plane of the runway surface and the other end of the runway Point of intersection of the obstruction clearance line and the extended plane of the runway surface, and the other end of the runway Ends of the runway Ends of the clear way on either side Point of intersection of the glide path and the extended plane of the runway surface and the other end of the runway ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The depressions and undulations in the pavement, are caused due to Improper compaction of sub-grade Punching effect Impact of heavy wheel loads All listed here Improper compaction of sub-grade Punching effect Impact of heavy wheel loads All listed here ANSWER DOWNLOAD EXAMIANS APP
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