Finals Flashcards

(54 cards)

1
Q

This will determine the strength of a material on its ability to sustain a load
without due deformation or failure.

A

Torsion

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2
Q

A device that is used to measure changes in the length of an object

A

Extensometer

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3
Q

When an external torque is applied to a shaft, it creates a corresponding
internal torque within the shaft.

A

Torsional shearing
stress

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4
Q

It is a moment that tends to twist a member about its longitudinal axis.

A

Torque

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5
Q

Defined as the work performed per unit of time.

A

Power

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6
Q

Force parallel to the area resisting the force.

A

Shear Stress

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7
Q

The angle θ through which the bar length L will twist.

A

Angle of Twist

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8
Q

In most cases, load are perpendicular to the axis of the beam.

A

True HAHAHA

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9
Q

Members that are slender and support loadings that are applied
perpendicular to their longitudinal axis.

A

Beams

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10
Q

Usually long, straight prismatic members.

A

Beams

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11
Q

Transverse loading causes only what?

A

Bending (M) and Shear
(V) in beam

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12
Q

It has one or both of its ends freely extended over the supports.

A

Overhanging Beams

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13
Q

Pinned at one end and roller supported at the other.

A

Simply supported beam

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14
Q

The transverse loading of beam may consist of ______ & _______

A

Concentrated and
Distributed Loads

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15
Q

Fixed at one end and free at the other.

A

Cantilever beam

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16
Q

6 types of Beams

A

Simply supported beam
Overhanging beam
Cantilever beam
Continuous beam
Beam fixed at one end
and simply supported
at the other end
Fixed Beam

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17
Q

The force that acts parallel to the cross-section of a structural element.
Obtained by summing forces perpendicular to the beam’s axis.

A

Shear force

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18
Q

The bending moment at any given point of a beam is positive when the
external forces (loads and reactions) acting on the beam tend to bend the
beam.

A

Determinations of
shear force and bending
moment

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19
Q

The shear at any given point of a beam is positive when the external forces
(loads and reactions) acting on the beam tend to shear off the beam.

A

Determinations of
shear force and bending
moment

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20
Q

The shear at any given point of a beam is ________ when the external forces
(loads and reactions) acting on the beam tend to shear off the beam.

A

positive

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21
Q

What are the external Forces

A

Loads and Reactions

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22
Q

Engineers frequently make approximations or simplifications of the
loadings on a body in order that the stress produced in a structural member
or mechanical element can be analyzed in a single plane.

23
Q

The general state of stress at a point is characterized by six independent
normal and shear stress components, which act on the faces of an element
of material located at the point.

24
Q

When this is the case, the material is said to be subjected to plane stress.
Example: axial bars, beams in bending and circular members in torsion

A

Bending moment

25
Obtained by summing moments about the sectioned end of the segment.
Bending moment
26
The moment that occurs when an external force is applied to the element causing it to bend.
Bending moment
27
These stresses act on principal planes where the shear stresses are zero.
Principal stress
28
These stresses act on principal planes where the shear stresses are ______.
zero
29
When a structural element is subjected to several types of loads acting simultaneously, say bending and torsion.
Principal stress
30
True or false The maximum shear stress is equal to one half the difference of the principal stresses
True
31
True or False Planes of maximum shear stress occur at 45° to the principal planes.
True
32
Planes of maximum shear stress occur at 45° to the _______.
principal planes
33
Planes of maximum shear stress occur at ______ to the principal planes.
45°
34
True or False Shear stresses are zero on principal planes.
True
35
True or False Principal stresses occur on mutually perpendicular planes.
True
36
___________ occur on mutually perpendicular planes.
Principal stresses
37
The displacement in the y direction of a cantilever beam with a concentrated load acting upward at the free end.
Deflection “v”
38
A graphical representation of the transformation equations for plane stress problems. It is useful in visualizing the relationships between normal and shear stresses acting on a stress element at any desired orientation.
Mohr’s circle
39
A graphical representation of the transformation equations for plane stress problems.
Mohr’s circle
40
It is useful in visualizing the relationships between normal and shear stresses acting on a stress element at any desired orientation.
Mohr’s circle
41
Mohr’s circle is useful in visualizing the relationships between ____&______ acting on a stress element at any desired orientation.
normal and shear stresses
42
It is the angle between the x axis and the tangent to the deflection curve.
Angle of rotation/Slope
43
The slope and deflection of beam caused by several different loads acting simultaneously can be found by superimposing the slopes and deflections caused by the loads acting separately.
Method of Superposition
44
The slope and deflection of beam caused by several different loads acting simultaneously can be found by ______ the slopes and deflections caused by the loads acting separately.
superimposing
45
This method entails obtaining the slope θ and the deflection v of the beam.
Method of successive integration
46
The principle of superposition is valid under the following conditions: These requirements ensure that the differential equations of the deflection curve are ______.
linear
47
True or false The principle of superposition is valid under the following conditions:  Hooke’s law holds for the material.
True
48
True or false The principle of superposition is valid under the following conditions:  The deflection and rotations are small.
True
49
True or false The principle of superposition is valid under the following conditions:  The presence of the deflection does not alter the actions of applied loads.
True
50
The principle of superposition is valid under the following conditions: (3)
 Hooke’s law holds for the material.  The deflection and rotations are small.  The presence of the deflection does not alter the actions of applied loads.
51
An angle in radians made by the tangent of the section with the original axis of the beam.
Slope
52
It is the axis of a deflected beam.
Elastic curve
53
The degree to which a part of a long structural element (such as beam) is deformed laterally under a load.
Deflection
54
L shown in various parts in figure is called ‘______’.
span