Physics Equations Flashcards

(47 cards)

1
Q

Average acceleration

A

(∆V)/(∆t)

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2
Q

Vf, Vo, a, t

A

Vf=vo+at

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3
Q

X, Vo, a, t

A

X = Xo+Vo t+(1/2)at^2

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4
Q

Vf, Vo, a, X

A

Vf^2=Vo^2+2aX

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5
Q

Vavg, Vo, Vf

A

Vavg=(Vf+Vo)/2

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6
Q

2nd Law

A

F=ma

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7
Q

Force due to gravity

A

F=G (m1m2)/r^2

Where r is dist between center of gravities

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8
Q

Incline Plane: force down plane

A

F = mgsinØ

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9
Q

Incline Plane: normal force

A

F = mgcosØ

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10
Q

Centripetal Acceleration

A

a=v^2/r

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11
Q

Centripetal Force

A

F=mv^2/r

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12
Q

Hooke’s Law: Force

A

F = -kx = ma

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13
Q

Hooke’s Law: Elastic PE

A

U = PE = (1/2)kx^2

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14
Q

Period (spring)

A

T = 2pisqrt(m/k)

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15
Q

Period (pendulum)

A

T = 2pisqrt(L/g) where L is length of pendulum

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16
Q

Torque

A

t = Fl = FrsinØ

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17
Q

Kinetic Energy

A

KE = (1/2)mv^2

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18
Q

Elastic Potential Energy

A

U = PE = (1/2)kx^2

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19
Q

Gravitational Potential Energy

20
Q

Work: By force (no friction)

21
Q

Work: energies

A

W = KE + PE + E (internal)

22
Q

Work: energy + heat

A

W = ∆E - q where q is heat and E is total energy of system

23
Q

Conservation of energy

A

KE1 + PE1 = KE2 + PE2

24
Q

Power (work and energy)

A

P = ∆E/t = W/t

25
Instantaneous power by force
P = FvcosØ where Ø is angle between Force and v
26
Momentum
p = mv
27
Impulse
I = ∆p = ∆mv = Favg∆t
28
Rest mass energy
E = mc^2 where m=mass created/destroyed, c=speed of light(3*10^8m/s)
29
Density
p = m/V
30
Specific gravity (equation)
SG = p(substance)/p(water) where p = density
31
Specific gravity (water)
1 g/cm^3 = 1000 kg/m^3
32
Pressure (general equation)
P = F/A
33
Pressure (at rest in a sealed container)
P = pgy where y=depth of fluid from top
34
Pressure (at rest in open container)
P = Patm + pgy where Patm = 101kPa (if in meters and kg), p=density, y=dist from top of fluid
35
Pressure (absolute)
Pabs = Patm + Pgauge
36
Hydrolic lift equations
F1/A1 = F2/A2 F1d1=F2d2
37
Buoyant Force
``` F = p(fluid)Vg where V=volume fluid displaced F = p(fluid)g∆hA = ∆PA, where P=pressure and A=area ```
38
Flow rate (continuity eqn-pipe)
Q = Av where Q=flow rate, A=area of pipe, and v=velocity
39
Mass flow rate (pipe)
I = pQ = pAv where p=density, Q=rate, A=area of pipe, v=velocity
40
Bernoulli's eqn
K = P + pgh + (1/2)pv^2 where P=pressure(atm), h=height of fluid at given point, p=density
41
Spigot velocity (fluids)
Vf = sqrt(2gh)
42
Stress
Stress = F/A
43
Strain
Strain = ∆Dimension/∆Original Dimension = ∆L/Lo
44
Modulus of elasticity
Modulus = Stress/Strain
45
Young's Modulus
E = (F/A)/(∆L/Lo) [Force directed perpendicular to plane it is acting on)
46
Shear modulus
G = (F/A)/(∆x/ho) [Force directed parallel to plane its acting on)
47
Bulk modulus
B = ∆P/(∆V/Vo) where p=pressure, V=volume