問題一覧
1
are momentarily increase and lift returns to a steady during the climb
2
wing root, with the stall progression toward the wing tip
3
elevator
4
angle of attack
5
decreases and the horizontal component of lift increases
6
must be decreased or angle of bank increased
7
pitch oscillations becoming progressively steeper
8
loss of the vertical component of lift an the increase in centrifugal force
9
decrease the rate of turn resulting in no change in load factor
10
force acting perpendicular to the relative wind
11
one fourth as much
12
weight,dynamic,pressure,bank angle,or pitch attitude
13
forward forces is equal to the sum of all rearward forces
14
increase, and induced drag will decrease
15
increase
16
decrease and the horizontal component of lift increases
17
limited acrobatics,including spins ( if approved)
18
lateral axis
19
angle of attack regardless of the attitude with relation to the horizon
20
distribution of pressure acting on the wing
21
CG is too far rearward and rotation is around the CG
22
10 KNOTS higher in a power-on 60* bank with fear and flaps up than with gear and flaps down
23
experience an increase in induced drag and requires more thrust
24
stay above its final app flight path all the way to Touchdown
25
the primary hazard is loss of control because of induced roll
26
increase
27
84 KT
28
VA
29
the total load on the aircraft structure is two times it’s weight
30
range and maximum distance glide
31
upper limit of the yellow arc
32
airspeed
33
a lower angle of attack
34
positive static stability
35
provide the same amount of lift at a slower airspeed
36
increase the angle of attack to compensate for the decreasing lift
37
for the specific angle of bank and airspeed,the rate and radius of turn will not vary
38
remain the same but the radius of turn will increase
39
positive limit load factor
40
Dutch roll tendency
41
4,000 pounds
42
remain the same , but the radius of turn will be decrease
43
remain constant regardless of air density and the resultant lift vector
44
left around the vertical axis and to the left around the longitudinal axis
45
there is a corresponding indicated airspeed required for every angle of attack to generate sufficient lift to mantein altitude
46
neutral longitudinal static stability
47
four times grater
48
these forces are equal
49
variations in airplane loading
50
lift , airspeed and drag
51
past the point where the jet touched down
Weekly Test 1
Weekly Test 1
ユーザ名非公開 · 50問 · 13日前Weekly Test 1
Weekly Test 1
50問 • 13日前Refresher SPDI 1
Refresher SPDI 1
ユーザ名非公開 · 9問 · 13日前Refresher SPDI 1
Refresher SPDI 1
9問 • 13日前WT 2
WT 2
ユーザ名非公開 · 48問 · 13日前WT 2
WT 2
48問 • 13日前WT 1
WT 1
ユーザ名非公開 · 50問 · 13日前WT 1
WT 1
50問 • 13日前Standpipe Requirements
Standpipe Requirements
ユーザ名非公開 · 29問 · 13日前Standpipe Requirements
Standpipe Requirements
29問 • 13日前Item 311 Portland Cement Concrete Pavement (PART 1)
Item 311 Portland Cement Concrete Pavement (PART 1)
ユーザ名非公開 · 78問 · 13日前Item 311 Portland Cement Concrete Pavement (PART 1)
Item 311 Portland Cement Concrete Pavement (PART 1)
78問 • 13日前Item 311 Portland Cement Concrete Pavement (PART 2)
Item 311 Portland Cement Concrete Pavement (PART 2)
ユーザ名非公開 · 61問 · 13日前Item 311 Portland Cement Concrete Pavement (PART 2)
Item 311 Portland Cement Concrete Pavement (PART 2)
61問 • 13日前Item 406 Prestressed Concrete Structures
Item 406 Prestressed Concrete Structures
ユーザ名非公開 · 36問 · 13日前Item 406 Prestressed Concrete Structures
Item 406 Prestressed Concrete Structures
36問 • 13日前RNPCP Appendix A and B
RNPCP Appendix A and B
ユーザ名非公開 · 79問 · 13日前RNPCP Appendix A and B
RNPCP Appendix A and B
79問 • 13日前Item 303 Bituminous Seal Coat
Item 303 Bituminous Seal Coat
ユーザ名非公開 · 20問 · 13日前Item 303 Bituminous Seal Coat
Item 303 Bituminous Seal Coat
20問 • 13日前Item 206 Chemically Stabilized Road Mix Subbase/Base Course
Item 206 Chemically Stabilized Road Mix Subbase/Base Course
ユーザ名非公開 · 11問 · 13日前Item 206 Chemically Stabilized Road Mix Subbase/Base Course
Item 206 Chemically Stabilized Road Mix Subbase/Base Course
11問 • 13日前Item 205 Asphalt Stabilized Road Mix Base Course
Item 205 Asphalt Stabilized Road Mix Base Course
ユーザ名非公開 · 7問 · 13日前Item 205 Asphalt Stabilized Road Mix Base Course
Item 205 Asphalt Stabilized Road Mix Base Course
7問 • 13日前Item 204 Portland Cement Stabilized Road Mix Base Course
Item 204 Portland Cement Stabilized Road Mix Base Course
ユーザ名非公開 · 7問 · 13日前Item 204 Portland Cement Stabilized Road Mix Base Course
Item 204 Portland Cement Stabilized Road Mix Base Course
7問 • 13日前Item 203 Lime Stabilized Road Mix Base Course
Item 203 Lime Stabilized Road Mix Base Course
ユーザ名非公開 · 27問 · 13日前Item 203 Lime Stabilized Road Mix Base Course
Item 203 Lime Stabilized Road Mix Base Course
27問 • 13日前Item 201 Aggregate Base Course
Item 201 Aggregate Base Course
ユーザ名非公開 · 16問 · 13日前Item 201 Aggregate Base Course
Item 201 Aggregate Base Course
16問 • 13日前Item 200 Aggregate Subbase Course
Item 200 Aggregate Subbase Course
ユーザ名非公開 · 16問 · 13日前Item 200 Aggregate Subbase Course
Item 200 Aggregate Subbase Course
16問 • 13日前Practical Problems and Experiences REFRESHER 2
Practical Problems and Experiences REFRESHER 2
ユーザ名非公開 · 70問 · 13日前Practical Problems and Experiences REFRESHER 2
Practical Problems and Experiences REFRESHER 2
70問 • 13日前Practical Problems and Experiences REFRESHER 1
Practical Problems and Experiences REFRESHER 1
ユーザ名非公開 · 100問 · 13日前Practical Problems and Experiences REFRESHER 1
Practical Problems and Experiences REFRESHER 1
100問 • 13日前Plumbing Arithmetic Terms 4
Plumbing Arithmetic Terms 4
ユーザ名非公開 · 27問 · 13日前Plumbing Arithmetic Terms 4
Plumbing Arithmetic Terms 4
27問 • 13日前Plumbing Arithmetic Terms 3
Plumbing Arithmetic Terms 3
ユーザ名非公開 · 49問 · 13日前Plumbing Arithmetic Terms 3
Plumbing Arithmetic Terms 3
49問 • 13日前問題一覧
1
are momentarily increase and lift returns to a steady during the climb
2
wing root, with the stall progression toward the wing tip
3
elevator
4
angle of attack
5
decreases and the horizontal component of lift increases
6
must be decreased or angle of bank increased
7
pitch oscillations becoming progressively steeper
8
loss of the vertical component of lift an the increase in centrifugal force
9
decrease the rate of turn resulting in no change in load factor
10
force acting perpendicular to the relative wind
11
one fourth as much
12
weight,dynamic,pressure,bank angle,or pitch attitude
13
forward forces is equal to the sum of all rearward forces
14
increase, and induced drag will decrease
15
increase
16
decrease and the horizontal component of lift increases
17
limited acrobatics,including spins ( if approved)
18
lateral axis
19
angle of attack regardless of the attitude with relation to the horizon
20
distribution of pressure acting on the wing
21
CG is too far rearward and rotation is around the CG
22
10 KNOTS higher in a power-on 60* bank with fear and flaps up than with gear and flaps down
23
experience an increase in induced drag and requires more thrust
24
stay above its final app flight path all the way to Touchdown
25
the primary hazard is loss of control because of induced roll
26
increase
27
84 KT
28
VA
29
the total load on the aircraft structure is two times it’s weight
30
range and maximum distance glide
31
upper limit of the yellow arc
32
airspeed
33
a lower angle of attack
34
positive static stability
35
provide the same amount of lift at a slower airspeed
36
increase the angle of attack to compensate for the decreasing lift
37
for the specific angle of bank and airspeed,the rate and radius of turn will not vary
38
remain the same but the radius of turn will increase
39
positive limit load factor
40
Dutch roll tendency
41
4,000 pounds
42
remain the same , but the radius of turn will be decrease
43
remain constant regardless of air density and the resultant lift vector
44
left around the vertical axis and to the left around the longitudinal axis
45
there is a corresponding indicated airspeed required for every angle of attack to generate sufficient lift to mantein altitude
46
neutral longitudinal static stability
47
four times grater
48
these forces are equal
49
variations in airplane loading
50
lift , airspeed and drag
51
past the point where the jet touched down