問題一覧
1
A. 51.2 lb/𝑓𝑡3
2
A. 0.042 N/m
3
A. 12.5 N/𝑚³
4
D. 10.5
5
C. 2.13 m
6
A. 457.45 in.
7
C. 88.3 kPa
8
A. 102.79 kPa
9
A. 28.3 in.
10
A. 129.72 kPa
11
C. 14.87 psia
12
B. 25.8 kPa
13
A. 5.94 mm
14
C. 3 cm
15
A. 512,000 psf
16
A. 4.65 %
17
A. 4.11 × 10^-3 𝑠𝑡𝑜𝑘𝑒
18
A. 9.9 mm
19
C. 5.9 mm
20
A. 4.403 kN
21
A. 883 Pa
22
A. 10.32 m
23
B. 0.76 m
24
A. 44.2 psi
25
A. 739 mm
26
C. 22 in.
27
A. 0.69 m
28
A. 5.8 kN
29
C. 657 kN
30
B. 215 in.
31
D. 10 kN
32
A. 14.78 psi
33
B. 1.94 𝑠𝑙𝑢𝑔𝑠/𝑓𝑡³
34
B. 8.5 %
35
B. 58.3
36
A. 514,176 𝑙𝑏𝑓/𝑓𝑡²
37
D. The box will float
38
D. 1010 kPa
39
B. Viscosity
40
B. 0.714
41
C. 126.3 kPa
42
A. 173.9 kPa
43
A. 70.62 kPa
44
B. 0.89
45
A. 739 mm
46
C. 280 kPa
47
A. 310 𝑚³
48
D. Viscosity
49
C. The Reynolds number is the ratio of the viscous force to the inertial force.
50
B. Dynamic viscosity / kinematic viscosity
51
C. Shape
52
D. Shear stress is proportional to rate of strain
53
B. When there is no motion of one fluid layer relative to an adjacent layer
54
D. All of these
55
B. At jet’s minimum diameter
56
A. Above the center of gravity
57
C. Baume scale
58
B. Compressibility
59
A. Hydrometer
60
C. It cannot sustain a shear force at rest
61
A. Density
62
D. Baume
63
D. 20 kPa
64
C. Hydrostatic pressure
65
A. The spatial derivative of velocity
66
A. 10 times poise
67
A. 10 kN
68
A. 40.1 m
69
B. The ratio of the area to the wetted perimeter
70
C. Shear stress and angular deformation rate
71
B. Weight of the displaced fluid
72
B. Center of buoyancy
73
C. Capillarity
74
C. Twist
75
A. Molecular cohesion
76
A. Bernoulli’s principle
77
A. The spatial derivative of velocity
78
C. 90 kPa
79
C. Barometer
80
B. Surface tension
81
C. 0.86 𝑐𝑚³/𝑔
82
A. 𝑚³/𝑠
83
D. Viscosity of liquid
84
C. 103.5 kPa
85
C. 81.2 %
86
D. II and III
87
D. 2.63 m
88
B. 13 kPa
89
A. 44 𝜇𝑁
90
A. 0.69 m
91
A. 178 𝑐𝑚³
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References
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Elements_02
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Problem_Solving_03
Jacky Shane Luyas Buhia · 11問 · 1年前Problem_Solving_03
Problem_Solving_03
11問 • 1年前問題一覧
1
A. 51.2 lb/𝑓𝑡3
2
A. 0.042 N/m
3
A. 12.5 N/𝑚³
4
D. 10.5
5
C. 2.13 m
6
A. 457.45 in.
7
C. 88.3 kPa
8
A. 102.79 kPa
9
A. 28.3 in.
10
A. 129.72 kPa
11
C. 14.87 psia
12
B. 25.8 kPa
13
A. 5.94 mm
14
C. 3 cm
15
A. 512,000 psf
16
A. 4.65 %
17
A. 4.11 × 10^-3 𝑠𝑡𝑜𝑘𝑒
18
A. 9.9 mm
19
C. 5.9 mm
20
A. 4.403 kN
21
A. 883 Pa
22
A. 10.32 m
23
B. 0.76 m
24
A. 44.2 psi
25
A. 739 mm
26
C. 22 in.
27
A. 0.69 m
28
A. 5.8 kN
29
C. 657 kN
30
B. 215 in.
31
D. 10 kN
32
A. 14.78 psi
33
B. 1.94 𝑠𝑙𝑢𝑔𝑠/𝑓𝑡³
34
B. 8.5 %
35
B. 58.3
36
A. 514,176 𝑙𝑏𝑓/𝑓𝑡²
37
D. The box will float
38
D. 1010 kPa
39
B. Viscosity
40
B. 0.714
41
C. 126.3 kPa
42
A. 173.9 kPa
43
A. 70.62 kPa
44
B. 0.89
45
A. 739 mm
46
C. 280 kPa
47
A. 310 𝑚³
48
D. Viscosity
49
C. The Reynolds number is the ratio of the viscous force to the inertial force.
50
B. Dynamic viscosity / kinematic viscosity
51
C. Shape
52
D. Shear stress is proportional to rate of strain
53
B. When there is no motion of one fluid layer relative to an adjacent layer
54
D. All of these
55
B. At jet’s minimum diameter
56
A. Above the center of gravity
57
C. Baume scale
58
B. Compressibility
59
A. Hydrometer
60
C. It cannot sustain a shear force at rest
61
A. Density
62
D. Baume
63
D. 20 kPa
64
C. Hydrostatic pressure
65
A. The spatial derivative of velocity
66
A. 10 times poise
67
A. 10 kN
68
A. 40.1 m
69
B. The ratio of the area to the wetted perimeter
70
C. Shear stress and angular deformation rate
71
B. Weight of the displaced fluid
72
B. Center of buoyancy
73
C. Capillarity
74
C. Twist
75
A. Molecular cohesion
76
A. Bernoulli’s principle
77
A. The spatial derivative of velocity
78
C. 90 kPa
79
C. Barometer
80
B. Surface tension
81
C. 0.86 𝑐𝑚³/𝑔
82
A. 𝑚³/𝑠
83
D. Viscosity of liquid
84
C. 103.5 kPa
85
C. 81.2 %
86
D. II and III
87
D. 2.63 m
88
B. 13 kPa
89
A. 44 𝜇𝑁
90
A. 0.69 m
91
A. 178 𝑐𝑚³