Equal to empty operating weight
Equal to maximum landing weight
Less than empty operating weight
Equal to sum of empty operating weight and the maximum pay load
D. Equal to sum of empty operating weight and the maximum pay load
1 : 5
1 : 7
1 : 10
1 : 12
1 aircraft per hour
2 aircrafts per hour
4 aircrafts per hour
16 aircrafts per hour
Green
Red
White
Yellow
Control tower
Highest point of the landing area
Lowest point of the landing area
None of these
Formed by the longitudinal axis of the aircraft and the direction of movement of the nose gear
Between the direction of wind and the longitudinal axis of the runway
Between the true speed of the aircraft and the crosswind component
Between the horizontal and the fuselage axis
1 and 2 are correct
2 and 3 are correct
1 and 3 are correct
1, 2 and 3 are correct
Ends 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
Point of intersection of the glide path and the extended plane of the runway surface and the other end of the runway
Ends of the clear way on either side
Seven English alphabets
Last Seven English alphabets
First Seven English alphabets
First seven numbers
Load of the wings
Gross total weight of the aircraft/ load of the wings
Gross total weight of the aircraft/ wing area
Gross total weight of the aircraft/total available H.P of engines
2.5 m
5.0 m
7.5 m
10.0 m
2500 m
3725 m
3000 m
3250 m
L.M.M. (low powered middle marker)
V.H.F, (very high frequency)
L.O.M. (low powered outer marker)
All the above
1 in 20
1 in 30
1 in 40
1 in 50
End of the runway
End of stop-way
Point where air craft becomes air borne
Point where air craft attains a height of 10.7 m
Approach zone survey is carried out to determine the elevations of the protruding obstructions above horizontal, conical and transitional surfaces
The wind data of an air port is depicted in the form of a chart known as wind rose
The landing and takeoff of the air craft is made against the wind direction
All the above
Asphaltic concrete
Rubberised tar concrete
Plain concrete
All the above
Subsonic
Sonic
Super-sonic
Mach
2500 m
2600 m
2700 m
2800 m
Master plan
Topographic plan
Grading plan
All the above
150 m
300 m
600 m
750 m
Alligator cracking
Mud pumping
Warping cracks
Shrinkage cracks
775 knots
75 knots
850 knots
675 knots
Improper compaction of sub-grade
Impact of heavy wheel loads
Punching effect
All the above
Longest line on wind rose diagram
Shortest line on the wind rose diagram
Line clear of wind rose diagram
None of these
Landing speed is directly proportional to the wing loading
Wing loading remaining constant, the take off distance is directly proportional to the powder loading
Neither (a) nor (b)
Both (a) and (b)
3 %
4 %
5 %
7 %
Beaufort scale
Wind indicator
Barometers
None of these
Tar concrete pavements are suitable if fuel spillage occurs
Rubberised tar concrete hot blast as well as spillage
Epoxy asphalt concrete sets in very small time
All the above
15 %
20 %
25 %
35 %
2716 m
2816 m
2916 m
3016 m