Airport Engineering The maximum length and pavement strength of the runway is that of B 3 B 2 A 1 G 7 B 3 B 2 A 1 G 7 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 175 m 140 m 160 m 150 m 175 m 140 m 160 m 150 m ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The engine failure case for determining the basic runway length may require Only clearway Either a clearway or a stop-way or both Either a clearway or a stop-way Only stop way Only clearway Either a clearway or a stop-way or both Either a clearway or a stop-way Only stop way ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering For the taxiways, the following statement is true The maximum longitudinal grade is 3% All listed here The permissible transverse grade is 1.5% The permissible rate of change of grade is 1% The maximum longitudinal grade is 3% All listed here The permissible transverse grade is 1.5% The permissible rate of change of grade is 1% ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering Pick up the correct abbreviation from the following: L.O.M. (low powered outer marker) L.M.M. (low powered middle marker) V.H.F. (very high frequency) All listed here L.O.M. (low powered outer marker) L.M.M. (low powered middle marker) V.H.F. (very high frequency) All listed here ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The reduced level of the proposed site of an air port is 2500 m above M.S.L. If the recommended length by I.C.A.O. for the runway at sea level is 2500 m, the required length of the runway is 3725 m 2500 m 3250 m 3000 m 3725 m 2500 m 3250 m 3000 m ANSWER DOWNLOAD EXAMIANS APP
EXAMIANS