問題一覧
1
B. 14.5°
2
A. Rusting
3
B. Maximum-shear-stress theory
4
B. Fault free analysis
5
A. Face contact ratio
6
C. Strain
7
A. Resilience
8
D. Modulus of resilience
9
C. Ceramics
10
C. Stiffness
11
B. 0.08 to 1
12
C. 15
13
B. 0.010
14
C. Shaft
15
A. Axle
16
C. main shaft
17
D. All of the above
18
D. spindles
19
D. zero
20
A. 1 °
21
C. 20
22
A. 0.01 in. per foot
23
C. 0.002 in/ft
24
A. Critical speed
25
C. 1.5
26
D. 4.5
27
C. outermost
28
D. resolution of forces
29
D. resultant
30
B. normal force
31
B. Modulus of rigidity
32
B. Endurance limit
33
B. Shearing stress
34
C. equal to half of the ultimate strength
35
C. rotational inertia
36
A. inversely proportional to the modulus of elasticity and moment of inertia
37
A. Creep
38
C. Couple
39
D. measure of a distance
40
C. slope of the elastic curve
41
A. Force
42
C. strains
43
D. Strain
44
D. Stress
45
D. Shear strength
46
A. Bearing strength
47
C. Shearing stress
48
C. Residual stress
49
A. Initial stress
50
B. continuous beam
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11問 • 1年前問題一覧
1
B. 14.5°
2
A. Rusting
3
B. Maximum-shear-stress theory
4
B. Fault free analysis
5
A. Face contact ratio
6
C. Strain
7
A. Resilience
8
D. Modulus of resilience
9
C. Ceramics
10
C. Stiffness
11
B. 0.08 to 1
12
C. 15
13
B. 0.010
14
C. Shaft
15
A. Axle
16
C. main shaft
17
D. All of the above
18
D. spindles
19
D. zero
20
A. 1 °
21
C. 20
22
A. 0.01 in. per foot
23
C. 0.002 in/ft
24
A. Critical speed
25
C. 1.5
26
D. 4.5
27
C. outermost
28
D. resolution of forces
29
D. resultant
30
B. normal force
31
B. Modulus of rigidity
32
B. Endurance limit
33
B. Shearing stress
34
C. equal to half of the ultimate strength
35
C. rotational inertia
36
A. inversely proportional to the modulus of elasticity and moment of inertia
37
A. Creep
38
C. Couple
39
D. measure of a distance
40
C. slope of the elastic curve
41
A. Force
42
C. strains
43
D. Strain
44
D. Stress
45
D. Shear strength
46
A. Bearing strength
47
C. Shearing stress
48
C. Residual stress
49
A. Initial stress
50
B. continuous beam