ProblemSet3MDpart2
問題一覧
1
allowable stress
2
28 to 31
3
stiffness
4
tension
5
section modulus
6
zero
7
approximately the same
8
fatigue failures
9
0.23 to 0.65
10
stress raiser
11
stress concentration factor
12
Residual stress
13
Initial stress
14
buckling
15
Slenderness ratio
16
Euler's formula
17
uniaxial
18
biaxial
19
triaxial
20
yield stress/factor of safety
21
half
22
the same
23
Shearing stress
24
Stress
25
ultimate strength
26
Couple
27
truss
28
Young modulus
29
bulk modulus
30
its magnitude
31
shear is zero
32
an axial load
33
modulus of rigidity
34
Elastic limit
35
working stress
36
4890 kg per sq. cm
37
5
38
actual stress
39
Yield strength
40
Beam
41
Static load
42
Random loading
43
design factor
44
Stress concentration
45
Design stress
46
0.25 to 0.27
47
0.27 to 0.30
48
0.30 to 0.33
49
principal plane
50
Distortion energy theory
51
0.08 to 1
52
15
53
0.010
54
Shaft
55
Axle
56
main shaft
57
All of the above
58
spindles
59
zero
60
1°
61
20
62
0.01 in. per foot
63
0.002 in/ft
64
Critical speed
65
1.5
66
4.5
67
the length is less than 8 times the diameter
68
is zero at the axis and linearly increases to a maximum value at the surface of the shaft
69
least radius of gyration
70
heterogeneous material
71
length of the column
72
parabola
73
crank shaft
74
single piece and built up
75
cam shaft
76
282 kg/cm²
77
423 kg/cm²
78
599 kg/cm²
79
1°
80
0.01 in. per foot of length
81
dead
82
tie rod
83
propeller shaft
84
keeps appropriate
85
differential
86
in the gear ratio
87
parallel to
88
primary and main shafts
89
reverse
90
Machine shaft
91
all of these
92
all of the above
93
20,000 to 50,000 rpm
94
AISI 3240
95
Shaft balancing
96
rigidity
97
low carbon steel
98
mild steel
99
stronger
100
5000 to 8000 psi
問題一覧
1
allowable stress
2
28 to 31
3
stiffness
4
tension
5
section modulus
6
zero
7
approximately the same
8
fatigue failures
9
0.23 to 0.65
10
stress raiser
11
stress concentration factor
12
Residual stress
13
Initial stress
14
buckling
15
Slenderness ratio
16
Euler's formula
17
uniaxial
18
biaxial
19
triaxial
20
yield stress/factor of safety
21
half
22
the same
23
Shearing stress
24
Stress
25
ultimate strength
26
Couple
27
truss
28
Young modulus
29
bulk modulus
30
its magnitude
31
shear is zero
32
an axial load
33
modulus of rigidity
34
Elastic limit
35
working stress
36
4890 kg per sq. cm
37
5
38
actual stress
39
Yield strength
40
Beam
41
Static load
42
Random loading
43
design factor
44
Stress concentration
45
Design stress
46
0.25 to 0.27
47
0.27 to 0.30
48
0.30 to 0.33
49
principal plane
50
Distortion energy theory
51
0.08 to 1
52
15
53
0.010
54
Shaft
55
Axle
56
main shaft
57
All of the above
58
spindles
59
zero
60
1°
61
20
62
0.01 in. per foot
63
0.002 in/ft
64
Critical speed
65
1.5
66
4.5
67
the length is less than 8 times the diameter
68
is zero at the axis and linearly increases to a maximum value at the surface of the shaft
69
least radius of gyration
70
heterogeneous material
71
length of the column
72
parabola
73
crank shaft
74
single piece and built up
75
cam shaft
76
282 kg/cm²
77
423 kg/cm²
78
599 kg/cm²
79
1°
80
0.01 in. per foot of length
81
dead
82
tie rod
83
propeller shaft
84
keeps appropriate
85
differential
86
in the gear ratio
87
parallel to
88
primary and main shafts
89
reverse
90
Machine shaft
91
all of these
92
all of the above
93
20,000 to 50,000 rpm
94
AISI 3240
95
Shaft balancing
96
rigidity
97
low carbon steel
98
mild steel
99
stronger
100
5000 to 8000 psi