ENGMECH Finals (Formulas) Flashcards

1
Q

Formulas for Rectilinear Motion with Constant Acceleration

A

V = V0 + at
s - s0 = v0t + 1/2 at^2
(v final)^2 - (v inital)^2 = 2a (s - s0)
a ds = v dv

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2
Q

1 m / s = _________ km/ hr

A

3.6 km/hr

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3
Q

A constant acceleration of 9.81 m/s^2 is equivalent to _________ in ft/s^2

A

32.2 ft/s^2

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4
Q

1 mile = ________ ft

A

5280 ft

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5
Q

Formula for p (radius of curvature)

A

(1+(dy/dx)^2)^3/2 / abs value of (d^2y/dx^2)

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6
Q

The unit “MPa” is equivalent to ________

A

Newtons/ mm^2

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7
Q

The unit “Pa” is equivalent to ________.

A

Newtons/ m^2

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8
Q

1 kip = _____ lbs

A

1000

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9
Q

Formula for Normal Strain

A

Epsilon = change in L /L

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10
Q

Formulas for Deformation

A

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

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11
Q

Formulas for Stress

A

Stress = P/A

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12
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
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13
Q

Formula for Bearing Stress

A

Sigma b = Pb / Ab = P / td

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14
Q

Formula for Poisson’s Ratio

A

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

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15
Q

Formula for Hooke’s Law

A

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

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16
Q

Formula for Shear Stress

A

Tau = V / A = P / nDt

17
Q

Formula for Cosine Law

A

C^2 = A^2 + B^2 - 2AB cos C

Capital letters = sides
Lowercase letters = points/angles

18
Q

Formula for Sine Law

A

A / sin a = B / sin b = C / sin c

Capital letters = sides
Lowercase letters = points/angles

19
Q

Formula for Rectangular Components

A

F = sqrt [(Fx)^2 + (Fy)^2]
Theta = arctan (Fy/Fx)

20
Q

Type of moment turning counter clockwise

A

Positive

21
Q

Type of moment turning clockwise

A

Negative

22
Q

Formula for Normal Acceleration

A

an = v^2 / p ; p = radius of curvature

23
Q

Order of Derivatives for Equations

A

S (Position)
V (Velocity)
A (Acceleration)

24
Q

Formula for average acceleration

A

a = change in v / change in t

25
Q

Formulas for Free-Falling Bodies

A

V = V0 + at
y - y0 = v0t + 1/2 at^2
(v final)^2 - (v inital)^2 = 2a (y - y0)

26
Q

In free-fall, if initial motion is upward, a = ____ .

A
  • g
27
Q

In free-fall, if initial motion is downward, a = ____ .

A

g

28
Q

Formula for average velocity

A

v average = change in s / change in t

29
Q

Formula for Thermal Strain

A

Epsilon t = alpha (change in t)