ENGMECH Quiz 3 Flashcards

1
Q

Branch of Engineering Mechanics which deals with the study of the external and internal effects of forces and environmental factors on deformable bodies.

A

Mechanics of Deformable Bodies

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2
Q

The condition under which stress is constant or uniform throughout the surface of a body

A

Simple Stress or Uniform Stress

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3
Q

A load that is directed along the longitudinal axis of the member.

A

Axial Force

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4
Q

The condition under which stress is constant or uniform throughout the surface of a body.

A

Simple Stress or Uniform Stress

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5
Q

Axial forces that tend to elongate a member

A

Tension Force

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6
Q

Axial forces that tend to shorten a member

A

Compression Force

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7
Q

The unit “MPa” is equivalent to ________

A

Newtons/ mm^2

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8
Q

The unit “Pa” is equivalent to ________.

A

Newtons/ m^2

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9
Q

The intensity of an internal force, but acts on a surface that is parallel to the internal force.

A

Shear Stress

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10
Q

If two bodies are pressed against each other, compressive forces are developed on the area of contact. The pressure caused by these surface loads is called _______ .

A

Bearing Stress

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11
Q

1 kip = _____ lbs

A

1000

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12
Q

A geometric quantity that measures the deformation of a body

A

Strain

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13
Q

Change in the body’s shape and size whenever a force is applied to the body. May also occur when the temperature of the body is changed.

A

Deformation

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14
Q

Type of strain which characterizes dimensional changes

A

Normal Strain

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15
Q

Type of strain which describes distortion (changes in angles)

A

Shear Strain

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16
Q

Formula for Normal Strain

A

Epsilon = change in L /L

17
Q

The main output from the tensile test is the _____ .

A

Stress-Strain Graph

18
Q

Formulas for Deformation

A

Delta = Lf-Lo (Final- Initial Length)
Delta = PL/AE = (Stress x L)/ E

19
Q

Formulas for Stress

A

Stress = P/A

20
Q

In the formula given by Delta = PL/AE, what are the three restrictions on the use of this equation?

A
  1. Load must be axial
  2. The bar must have a constant cross section and homogenous
  3. The stress must not exceed the proportional limit
21
Q

Differentiate Deformation and Deflection

A

Deformation = Change in length
Deflection = Change in position

22
Q

Formula for Bearing Stress

A

Sigma b = Pb / Ab = P / td

23
Q

Formula for Poisson’s Ratio

A

v = - Epsilon (lat or trans) / Epsilon (long)
Epsilon (trans) = Change in diameter / diameter
Epsilon (long) = Deformation / Length

24
Q

Formula for Hooke’s Law

A

Stress = E (Young’s Modulus) x Epsilon (Normal or Longitudinal Strain)

25
Q

Formula for Shear Stress

A

Tau = V / A = P / nDt