PROBLEMSET3MD
問題一覧
1
outermost
2
resolution of forces
3
resultant
4
normal force
5
Modulus of rigidity
6
Endurance limit
7
Shearing stress
8
equal to half of the ultimate strength
9
rotational inertia
10
inversely proportional to the modulus of elasticity and moment of inertia
11
Creep
12
Couple
13
measure of a distance
14
slope of the elastic curve
15
Force
16
strains
17
stiffness
18
Poisson's ratio
19
Resultant force
20
compressive stress
21
composition of forces
22
Design stress = ultimate stress divided by factor of safety
23
Residual stress
24
Poisson's ratio
25
concurrent forces
26
yield strength
27
continuous beam
28
lateral strain to longitudinal strain
29
Linear impulse
30
equilibrium is maintained
31
Tensile strength
32
Torsional strength
33
strain
34
Elongation
35
Ultimate strength
36
Tensile strength
37
Slope of the beam
38
strain
39
compressive strength
40
strength
41
Torsional strength
42
modulus of elasticity
43
Elastic limit
44
Strain
45
Stress
46
Endurance strength
47
Ultimate strength
48
Strain
49
Stress
50
Shear strength
51
Factor of safety
52
maximum at the wall
53
Bearing strength
54
It is elastic
55
has a reaction equal to the load
56
depends on the materials and the finish condition of the surface
57
Ultimate stress
58
Stress
59
the square beam is more economical
60
axial tension loads
61
prestressing thick cylinders
62
principal stress
63
shear stress to shear strain
64
resilience
65
one third that of a prismatic bar of the same length
66
There is no such phenomenon like true stress or true strain
67
maximum load during test/ original cross-sectional
68
compressive stress
69
one-half
70
modulus of elasticity
71
more
72
E=2G(µ+1)
73
minimum or maximum
74
a sudden break
75
3/4
76
1
77
least radius of gyration
78
proportional to the displacement of the material acted upon by the force
79
unsupported length to its least radius of gyration
80
elastic range
81
where the shearing stress is zero
82
a measure of distance
83
Shearing stress
84
sum of the moments of all external forces on one side of the section
85
is the ratio of the maximum stress produced in a cross section to the average stress over the section
86
unit lateral deformation to the unit longitudinal deformation
87
stress = E (strain)
88
defined as the unit shear stress divided by the unit shear deformation
89
WL2/8
90
the length of the column
91
change in moment between the two points
92
the stress-strain relationships where stresses are applied in more than one direction
93
a measure of a materials ability to store strain energy
94
It is the stress at which the material plastically strains 0.2%
95
Creep
96
the offset yield stress
97
Repeated load
98
It is elastic
99
0.45
100
long side
part 2
part 2
MandJ Clothing · 6問 · 2年前part 2
part 2
6問 • 2年前MD2 FLYWHEEL SPEING
MD2 FLYWHEEL SPEING
MandJ Clothing · 50問 · 2年前MD2 FLYWHEEL SPEING
MD2 FLYWHEEL SPEING
50問 • 2年前ProblemSet3MDpart2
ProblemSet3MDpart2
MandJ Clothing · 100問 · 2年前ProblemSet3MDpart2
ProblemSet3MDpart2
100問 • 2年前問題一覧
1
outermost
2
resolution of forces
3
resultant
4
normal force
5
Modulus of rigidity
6
Endurance limit
7
Shearing stress
8
equal to half of the ultimate strength
9
rotational inertia
10
inversely proportional to the modulus of elasticity and moment of inertia
11
Creep
12
Couple
13
measure of a distance
14
slope of the elastic curve
15
Force
16
strains
17
stiffness
18
Poisson's ratio
19
Resultant force
20
compressive stress
21
composition of forces
22
Design stress = ultimate stress divided by factor of safety
23
Residual stress
24
Poisson's ratio
25
concurrent forces
26
yield strength
27
continuous beam
28
lateral strain to longitudinal strain
29
Linear impulse
30
equilibrium is maintained
31
Tensile strength
32
Torsional strength
33
strain
34
Elongation
35
Ultimate strength
36
Tensile strength
37
Slope of the beam
38
strain
39
compressive strength
40
strength
41
Torsional strength
42
modulus of elasticity
43
Elastic limit
44
Strain
45
Stress
46
Endurance strength
47
Ultimate strength
48
Strain
49
Stress
50
Shear strength
51
Factor of safety
52
maximum at the wall
53
Bearing strength
54
It is elastic
55
has a reaction equal to the load
56
depends on the materials and the finish condition of the surface
57
Ultimate stress
58
Stress
59
the square beam is more economical
60
axial tension loads
61
prestressing thick cylinders
62
principal stress
63
shear stress to shear strain
64
resilience
65
one third that of a prismatic bar of the same length
66
There is no such phenomenon like true stress or true strain
67
maximum load during test/ original cross-sectional
68
compressive stress
69
one-half
70
modulus of elasticity
71
more
72
E=2G(µ+1)
73
minimum or maximum
74
a sudden break
75
3/4
76
1
77
least radius of gyration
78
proportional to the displacement of the material acted upon by the force
79
unsupported length to its least radius of gyration
80
elastic range
81
where the shearing stress is zero
82
a measure of distance
83
Shearing stress
84
sum of the moments of all external forces on one side of the section
85
is the ratio of the maximum stress produced in a cross section to the average stress over the section
86
unit lateral deformation to the unit longitudinal deformation
87
stress = E (strain)
88
defined as the unit shear stress divided by the unit shear deformation
89
WL2/8
90
the length of the column
91
change in moment between the two points
92
the stress-strain relationships where stresses are applied in more than one direction
93
a measure of a materials ability to store strain energy
94
It is the stress at which the material plastically strains 0.2%
95
Creep
96
the offset yield stress
97
Repeated load
98
It is elastic
99
0.45
100
long side