Airport Engineering The total length of a runway is 1000 m. The elevation at distance 0,200 m, 400 m, 600 m, 800 m and 1000 m are 100.0 m, 99.2 m, 101.0 m, 101.8 m, 101.4 m and 101.0 m respectively. The effective gradient of runway will be. 0.0065 0.0043 0.0026 0.001 0.0065 0.0043 0.0026 0.001 ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering Calm period is the percentage of time during which wind intensity is less than 4.8 kmph 8.0 kmph 6.4 kmph 9.6 kmph 4.8 kmph 8.0 kmph 6.4 kmph 9.6 kmph ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering As per ICAO, for A, B, and C type of airports, maximum effective, transverse and longitudinal grades in percentage respectively are 1.0, 1.5 and 2.0 1.5, 1.5 and 2.0 1.0, 1.5 and 1.5 2.0, 2.0 and 2.0 1.0, 1.5 and 2.0 1.5, 1.5 and 2.0 1.0, 1.5 and 1.5 2.0, 2.0 and 2.0 ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The depressions and undulations in the pavement, are caused due to Punching effect Improper compaction of sub-grade All listed here Impact of heavy wheel loads Punching effect Improper compaction of sub-grade All listed here Impact of heavy wheel loads ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering Geometric design of holding apron of these statements 2 and 3 are correct 1 and 2 are correct 1 and 3 are correct 1 alone is correct 2 and 3 are correct 1 and 2 are correct 1 and 3 are correct 1 alone is correct 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 50 m 25 m 75 m 100 m 50 m 25 m 75 m 100 m ANSWER DOWNLOAD EXAMIANS APP
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