PHY 221 Syllabus - Free Online Textbook: Vol1 (don't need for 221, but also Vol2 Vol3)
Practice Test Problems - These are all worked in the "Practice Problems" videos in the links below, under each test material.
201: Chapters 1-3
221: Chapters 2-4
Variables (units)
x = displacement or dist from start point (m)
t = time (s)
vO = initial velocity (m/s)
v = final velocity (m/s)
a = acceleration (m/s2)
R = range or horizontal distance of projectile (m)
T = time projectile spends in air (s)
g = acceleration due to gravity = 9.8 m/s2
Formulas
v = vO + a t
x = vO t + ½ a t 2
v2 = vO2 + 2 a x
R = vO2 sin (2 θ) / g (level ground Range)
T = 2 vO sin θ) / g (level ground Time in air)
Calculus Formulas - 221 only
v = dx / dt
a = dv / dt
x = ∫ (v) dt
v = ∫ (a) dt
Right Triangle Trig
sin θ = opp / hyp
cos θ = adj / hyp
tan θ = opp / adj
Vectors
Ax = A cos θ
Ay = A sin θ
A = √(Ax2 + Ay2)
θ = tan-1 (Ay / Ax)
Vector Addition
RX = AX+BX+… = A cos θA+ B cos θA + …
RY = AY+BY+… = A sin θA+ B sin θA + …
R = √(Rx2 + Ry2)
φ = tan-1 (|Ry| / |Rx|)
θ = fix it! Quads: θ=φ / θ=180-φ / θ=180+φ / θ=360-φ
Vector Multiplication - 221 Only
Scalar Mult: nĀ = nA < θ (polar)
= nAXî + nAYĵ + … (rect)
Dot Product: Ā ᐧ B = AB cos θ (polar)
= AX BX + AY BY + … (rect)
Cross Product: Ā ᐧ B = AB sin θ (polar, use R.H. Rule)
= det [ î ĵ k ] (rect)
[AX AY AZ]
[BX BY BZ]
201: Chapters 4-5
221: Chapters 5-6
Variables (units)
F = Force (N) where 1 Newton = 1 N = 1 kg m / s
μ = coefficient of friction (none)
m = mass (kg)
weight = mg (N)
FN = “normal force” (N)
T = tension (N)
DHP = “downhill pull” (N) = mg sin θ
FDRAG = ½ C A ρ v2
Ff = force of friction (N) ≤ μ FN (always)
= μ m g (on level surface if no other vertical forces)
= μ m g cos θ (on slope if no other vertical forces)
“Usual Suspects”: mg, FN , T, DHP, Ff , External/other
Formula
∑F = ma (Newton's 2nd Law)
201: Chapters 7-8
221: Chapters 7-9
Variables
W = work (J) where 1 Joule = 1J = 1 N m
PE = potential/stored energy (J)
KE = kinetic/moving energy (J)
P = power (W) where 1 Watt = 1W = 1 J / s
p = momentum (kg m / s2
J = impulse (N s)
k = spring constant (N/m)
e = coefficient of elasticity (none)
Formulas
W = F x (Work if F ∥ x)
= F x cos ፀ (Work if F ∦ x)
= ∫ F dx (Work if F not constant - Calculus/221 only)
PEGRAV = m g h (Gravitational Potential Energy)
FSPRING = - k x (Spring Force)
KE = ½ m v2 (Kinetic Energy)
PEGRAV = m g h (Grav Potential Energy)
PESPRING = ½ k x2 (Spring Potential Energy)
W = ΔE = ΔKE + ΔPE (work-energy theorem)
Cons of Energy: E1 = E2 (1 obj @ 2 points)
usually ½ m v12 + m g h1 = ½ m v22 + m g h2
p = m v (Momentum)
J = Δp or F t = m v2 - m v1 (impulse-momentum theorem)
Cons of Mom: p = p’ (2 objs collide)
always m1 v1 + m2 v2 = m1 v1’ + m2 v2’
Special Cases:
If inelastic/ hit&stick
v’ = (m1 v1 + m2 v2) / (m1 + m2 )
If elastic/ hit&bounce
v1’ = (m1 - m2 ) v1 / (m1 + m2 ) + 2m2 v2 / (m1 + m2 )
v2’ = 2m1 v1 / (m1 + m2 ) - (m1 - m2 ) v2 / (m1 + m2 )
If neither perfectly elastic or inelastic
e = √(h’ / h) (object dropped from height h)
e = (v2’ - v1’) / (v1 - v2) (two colliding objects)
Calculus Formulas - 221 only
W = ∫ F dx
F = dp / dt
J = ∫ F dt
201: Chapters 6,10
221: Chapters 10, 11, 13
Variables
ፀ = theta = angle (rad) (replaces x, where x = r ፀ)
ω = omega = angular velocity (rad/s) (replaces v, where v = r ω)
∝ = alpha = angular acceleration (rad/s2) (replaces a, where a = r ∝)
I = moment of inertia (kg m2) (replaces m)
τ = tau = torque (aka moment) (Nm) (replaces F)
Formulas
ω = Δፀ / ΔT (Angular Velocity)
∝ = Δω / ΔT (Angular Acceleration)
ac = v2 / r (Centripetal Acceleration)
Fc = m v2 / r (Centripetal Force)
FG = G m1 m2 / r2 (Gravitation)
T12 / R13 = T22 / R23 (Kepler's 3rd Law)
I = Σ mi ri2 (see table for shapes)
tan ፀ = v2 / g r (bank angle)
Linear/Old Angular/Rotational/New
v = vO + a t ω = ωO + ∝ t
x = vO t + ½ a t 2 ፀ = ωO t + ½ ∝ t 2
v2 = vO2 + 2 a x ω2 = ωO2 + 2 ∝ ፀ
F = m a τ = I ∝
KE = ½ m v2 KEROT = ½ I ω2
p = m v L = I ω
201: Chapters 9,11,12
221: Chapters 12, 14
Variables
τ = tau = torque (aka moment) (Nm)
ρ = density (kg/m3)
P = Pressure (Pa, where 1 Pa = 1 N / m2)
V = Volume (m3)
v = Velocity (m/s)
A = Area (m2)
L = Length (m)
η = Viscosity (eta)
R = Rate of Flow (m3 / s)
NR = Reynolds Number
Formulas
Statics
ΣF = 0
Στ = 0
Fluid Statics
ρ = m / V (Density)
SG = ρobj / ρH2O (Specific Gravity)
P = F / A (Pressure)
PDepth = ρ g h (Pressure at depth/Gauge Pressure)
PABS = PGauge + PATM (Absolute Pressure)
FB = ρFluid g VDisp (Buoyant Force)
Hydraulics
F1 / A1 = F2 / A2
A1 L1 = A2 L2
Fluid Dynamics
A1 v1 = A2 v2 (Eq of continuity)
p1 + ρ g h1 + ½ ρ v12 = p2 + ρ g h2 + ½ ρ v22 (Bernoulli’s Eq)
v = √(2 g h) (Torricelli's Theorem)
k h da - d c m
kilo hecto deca none deci centi milli
Order of Operations
Parentheses
Exponents
Multiplication & Division
Addition & Subtraction
Αα Alpha Νν Nu
Ββ Beta Ξξ Xi
Γγ Gamma Οο Omicron
Δδ Delta Ππ Pi
Εε Epsilon Ρρ Rho
Ζζ Zeta Σσ Sigma
Ηη Eta Ττ Tau
Θθ Theta Υυ Upsilon
Ιι Iota Φφ Phi
Κκ Kappa Χχ Chi
Λλ Lambda Ψψ Psi
Μμ Mu Ωω Omega
√ ≠ ≥ ≤ ≈ ± ∥ ∩ ∪ ∈ ⇒ ∴ ∫ ∮ ⋅