問題一覧
1
Metallic ring test
2
Both No. 1 and No. 2 are true.
3
25 to 50 percent
4
Thickness guage
5
Titanium alloy
6
Likely ambient exposure and intended use of the part, along with type of weld and original part material composition.
7
AC 43.13-1B
8
Pure aluminum surface layers on an aluminum alloy core.
9
3
10
Reveal all possible defects
11
The major alloying element
12
A longer-than-normal penetrating time
13
3
14
To relieve internal stresses developed within the base metal
15
Remove all the old weld, and reweld the joint
16
Gauge block
17
Defects parallel to the long axis of the part
18
Class 3 fit for the threads
19
High permeability and low retentivity
20
To relieve its internal stresses and reducce its brittleness
21
It may be used with steels which have been heat-treated for stressed application
22
1,4,5,6
23
45°
24
Only for shear load applications
25
Subject to rotation
26
With a shear nut tightened to a snug fit, but with no strain imposed on the fork and safe tied with a cotter pin.
27
Three
28
99 percent commercially pure aluminum
29
Parallel lines
30
Case hardening
31
1,2,3 and 5
32
1/2 inch
33
Flaws on or near the surface
34
Defects perpendicular to the long axis of the part
35
0.0001
36
2,3,5
37
Can significantly alter a metal's properties in the reheated area
38
Thickness gauge
39
Cracking adjacent to the weld
40
Case hardening
41
Micrometer caliper
42
Clean, dry threads
43
Wet and dry process materials
44
The discontinuity is found in a highly stressed area of the part
45
Was not thoroughly washed before the developer was applied
46
Machinist scale
47
Both No. 1 and No. 2 are true
48
Acts as a blotter to produce a visible indication
49
Slowly moving the part out of an ac magnetic field of sufficient strength
50
A large disruption in the magnetic field
51
The bolt or nut are not subject to rotation
52
Standard steel bolts
53
By the use of an unthreaded fiber locking insert
54
NAS close tolerance bolt
55
Ultrasonic inspection
56
Micrometer
57
Telescopic gauge and micrometer
58
In general, bolt grip lengths should equal the material thickness
59
Upward, or in a forward direction
60
3003-F
61
Thickness gauge
62
Heat-treated aluminum alloy, and the surface material is commercially pure aluminum.
63
1,2
64
Slow cooling; low strength
65
Dial indicator
66
In order to gain familiarity with the welding technique, filler material, and temperature range used.
67
Intergranular
68
Eddy current inspection
69
The size and shape of the discontinuities being looked for
70
Change washers and try again
71
Micrometer caliper
72
Continuous
73
A volatile petroleum-base solvent
74
Combination set
75
The weld should taper off smoothly into the base metal
76
Equal to the thickness of the material which is fastened together
77
Thickness gauge
78
Dividers do not provide a reading when used as a measuring device.
79
Small-hole gauge and determine the size of the hold by taking a micrometer reading of the ball end of the guage
80
Clad aluminum alloy
81
Basic alloying ellement
82
Stainless steel
83
AN corrosion-resistant steel bolt
84
Iron-base metals only
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Definition of Terms 2
Definition of Terms 2
ユーザ名非公開 · 90問 · 13日前Definition of Terms 2
Definition of Terms 2
90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 301 Bituminous Prime Coat
Item 301 Bituminous Prime Coat
ユーザ名非公開 · 10問 · 13日前Item 301 Bituminous Prime Coat
Item 301 Bituminous Prime Coat
10問 • 13日前Item 300 Aggregate Surface Course
Item 300 Aggregate Surface Course
ユーザ名非公開 · 11問 · 13日前Item 300 Aggregate Surface Course
Item 300 Aggregate Surface Course
11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 207 Portland Cement Stabilized Treated Plant Mix Base Course
Item 207 Portland Cement Stabilized Treated Plant Mix Base Course
ユーザ名非公開 · 13問 · 13日前Item 207 Portland Cement Stabilized Treated Plant Mix Base Course
Item 207 Portland Cement Stabilized Treated Plant Mix Base Course
13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 202 Crushed Aggregate Base Course
Item 202 Crushed Aggregate Base Course
ユーザ名非公開 · 18問 · 13日前Item 202 Crushed Aggregate Base Course
Item 202 Crushed Aggregate Base Course
18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日前問題一覧
1
Metallic ring test
2
Both No. 1 and No. 2 are true.
3
25 to 50 percent
4
Thickness guage
5
Titanium alloy
6
Likely ambient exposure and intended use of the part, along with type of weld and original part material composition.
7
AC 43.13-1B
8
Pure aluminum surface layers on an aluminum alloy core.
9
3
10
Reveal all possible defects
11
The major alloying element
12
A longer-than-normal penetrating time
13
3
14
To relieve internal stresses developed within the base metal
15
Remove all the old weld, and reweld the joint
16
Gauge block
17
Defects parallel to the long axis of the part
18
Class 3 fit for the threads
19
High permeability and low retentivity
20
To relieve its internal stresses and reducce its brittleness
21
It may be used with steels which have been heat-treated for stressed application
22
1,4,5,6
23
45°
24
Only for shear load applications
25
Subject to rotation
26
With a shear nut tightened to a snug fit, but with no strain imposed on the fork and safe tied with a cotter pin.
27
Three
28
99 percent commercially pure aluminum
29
Parallel lines
30
Case hardening
31
1,2,3 and 5
32
1/2 inch
33
Flaws on or near the surface
34
Defects perpendicular to the long axis of the part
35
0.0001
36
2,3,5
37
Can significantly alter a metal's properties in the reheated area
38
Thickness gauge
39
Cracking adjacent to the weld
40
Case hardening
41
Micrometer caliper
42
Clean, dry threads
43
Wet and dry process materials
44
The discontinuity is found in a highly stressed area of the part
45
Was not thoroughly washed before the developer was applied
46
Machinist scale
47
Both No. 1 and No. 2 are true
48
Acts as a blotter to produce a visible indication
49
Slowly moving the part out of an ac magnetic field of sufficient strength
50
A large disruption in the magnetic field
51
The bolt or nut are not subject to rotation
52
Standard steel bolts
53
By the use of an unthreaded fiber locking insert
54
NAS close tolerance bolt
55
Ultrasonic inspection
56
Micrometer
57
Telescopic gauge and micrometer
58
In general, bolt grip lengths should equal the material thickness
59
Upward, or in a forward direction
60
3003-F
61
Thickness gauge
62
Heat-treated aluminum alloy, and the surface material is commercially pure aluminum.
63
1,2
64
Slow cooling; low strength
65
Dial indicator
66
In order to gain familiarity with the welding technique, filler material, and temperature range used.
67
Intergranular
68
Eddy current inspection
69
The size and shape of the discontinuities being looked for
70
Change washers and try again
71
Micrometer caliper
72
Continuous
73
A volatile petroleum-base solvent
74
Combination set
75
The weld should taper off smoothly into the base metal
76
Equal to the thickness of the material which is fastened together
77
Thickness gauge
78
Dividers do not provide a reading when used as a measuring device.
79
Small-hole gauge and determine the size of the hold by taking a micrometer reading of the ball end of the guage
80
Clad aluminum alloy
81
Basic alloying ellement
82
Stainless steel
83
AN corrosion-resistant steel bolt
84
Iron-base metals only