Physics for Engineers: cram pack

Formula sheets, the key method steps for every topic and 20 practice problems, with full solutions at the back.

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1Formulas and methods

Kinematics

Velocity
v = v0 + a·t
Displacement
s = v0·t + ½·a·t²
Without time
v² = v0² + 2·a·s
Units
1 m/s = 3.6 km/h

Method

  1. List what you know: v₀, v, a, t and s, with units.
  2. Pick the equation that contains your three knowns and the unknown.
  3. Choose one positive direction and give opposing quantities a minus sign.
  4. Solve and check that the answer is physically sensible.

Newton’s laws

Second law
ΣF = m·a
Weight
W = m·g
Kinetic friction
Ff = μ·N
On a slope
along: m·g·sin θ, normal: m·g·cos θ

Method

  1. Draw a free-body diagram with every force on the body.
  2. Choose a positive direction along the motion.
  3. Split forces into components along and perpendicular to the motion (on a slope: m·g·sin θ along, m·g·cos θ into the slope).
  4. Apply ΣF = m·a along the motion; friction is μ·N against the motion.

Projectile motion

Components
vx = v0cos θ, vy = v0sin θ
Position
x = vxt, y = h + vyt − ½gt²
Maximum height
H = h + vy²/(2g)
Range (level ground)
R = v0²·sin 2θ/g

Method

  1. Split the launch velocity into components: vx = v₀·cos θ and vy = v₀·sin θ.
  2. The horizontal motion has constant speed; the vertical motion has acceleration −g.
  3. Find the time of flight from the vertical motion.
  4. Use that time in the horizontal motion to find the range.

Work & energy

Kinetic energy
Ek = ½mv²
Potential energy
Ep = mgh
Energy balance
Ek1 + Ep1 + W = Ek2 + Ep2 + losses
Work of friction
W = μ·N·d
Power
P = W/t

Momentum & collisions

Momentum
p = m·v
Conservation
Σm·v (before) = Σm·v (after)
Perfectly inelastic
v′ = (m1v1 + m2v2)/(m1 + m2)
Impulse
J = F·Δt = m·Δv

Method

  1. Choose a positive direction and give each velocity its sign.
  2. Write the total momentum before: Σm·v.
  3. For a perfectly inelastic collision the bodies move together after; for an elastic one kinetic energy is also conserved.
  4. Set momentum before equal to momentum after and solve.

Hydrostatic force

Pressure at depth
p = ρgh
Force on a vertical wall
F = ρg·hc·A
Centre of pressure
yp = yc + Ic/(ycA)
Rectangle
Ic = bH³/12

Continuity & Bernoulli

Continuity
A1v1 = A2v2
Bernoulli
p1 + ½ρv1² + ρgz1 = p2 + ½ρv2² + ρgz2
Flow rate
Q = A·v
Circle area
A = πd²/4

Ideal gas law

Ideal gas law
pV = nRT
Gas constant
R = 8.314 J/(mol·K)
Combined gas law
p1V1/T1 = p2V2/T2
Moles
n = m/M
Temperature
T[K] = T[°C] + 273.15

Heat engines & refrigerators

Efficiency
η = W/QH = 1 − QC/QH
Carnot efficiency
ηC = 1 − TC/TH (kelvin)
Refrigerator COP
COPR = QC/W
Heat pump COP
COPHP = QH/W = COPR + 1
Energy balance
QH = W + QC

Waves, sound & optics

Wave speed
v = fλ, T = 1/f
String
v = √(T/μ), μ = m/L
Sound level
β = 10·log10(I/I0), I0 = 10⁻¹² W/m²
Point source
I = P/(4πr²)
Standing waves
string or open pipe fn = n·v/(2L); closed pipe fn = n·v/(4L), n odd
Doppler effect
f′ = f·(v ± vo)/(v ∓ vs)
Refractive index
n = c/v, λ = λ0/n
Snell’s law
n1sin θ1 = n2sin θ2
Critical angle
sin θc = n2/n1
Optical fibre
NA = sin θa = √(n1² − n2²)
Lenses and mirrors
1/f = 1/do + 1/di, m = −di/do, mirror f = R/2
Double slit
d·sin θ = mλ, ym = mλL/d
Grating
d = 1/N, d·sin θ = mλ, mmax ≤ d/λ
Single slit
a·sin θ = mλ (dark), w = 2λL/a

Method

  1. Identify the kind of problem: wave speed, sound level, standing wave, Doppler, refraction, lens or mirror, or interference.
  2. Write the relation first: v = fλ, β = 10·log(I/I₀), fₙ = n·v/(2L) or n·v/(4L), f′ = f(v ± vo)/(v ∓ vs), n₁sin θ₁ = n₂sin θ₂, 1/f = 1/d₀ + 1/dᵢ, d·sin θ = mλ.
  3. Convert units: nm, mm and cm to m, and check whether angles are measured from the normal.
  4. Check signs and plausibility: a virtual image has dᵢ < 0, an approaching source sounds higher, a closed pipe has only odd harmonics.

2Practice problems

1.KinematicsMedium
t (s)v (m/s)1.5 s12.5

A driver moving at 45 km/h sees an obstacle. Her reaction time is 1.5 s, after which the car brakes with a constant deceleration of 4 m/s². Find the total stopping distance d from the moment she sees the obstacle.

v₀ = 45 km/htr = 1.5 sa = −4 m/s²
d = m
2.KinematicsHard
v₀ = 9 m/s40 m

A ball is thrown straight up at 9 m/s from the edge of a roof 40 m above the ground. Ignore air resistance and use g = 9.81 m/s². How long after the throw does it hit the ground? Find t.

v₀ = 9 m/sh₀ = 40 mg = 9.81 m/s²
t = s
3.Newton’s lawsMedium
θ = 45°a = ?m = 15 kg

A 15 kg block slides down a slope at 45° to the horizontal. The coefficient of kinetic friction is 0.2. Use g = 9.81 m/s². Find the acceleration a of the block along the slope.

m = 15 kgθ = 45°μ = 0.2g = 9.81 m/s²
a = m/s²
4.Newton’s lawsHard
θ = 30°blockv₀ = 5 m/s

A block is given a push so that it starts sliding up a ramp at 30° with a speed of 5 m/s. The coefficient of kinetic friction is 0.1. Use g = 9.81 m/s². How far d along the ramp does it slide before it stops?

v₀ = 5 m/sθ = 30°μ = 0.1g = 9.81 m/s²
d = m
5.Projectile motionMedium
v0​ = 14 m/s30°rangeH = ?

A ball is launched at 30° above horizontal from level ground. Ignore air resistance. Find the maximum height H the ball reaches.

v0 = 14 m/sθ = 30°g = 9.81 m/s²
H = m
6.Projectile motionHard
h = 15 mv0​ = 35 m/s20°range

A ball is launched at 20° above horizontal from the top of a 15 m cliff. Ignore air resistance. Find the time of flight t until the ball hits the ground.

v0 = 35 m/sθ = 20°h = 15 mg = 9.81 m/s²
t = s
7.Work & energyMedium
30 km/h

A car travelling at 30 km/h on a level road brakes hard and skids to a stop with its wheels locked. The coefficient of kinetic friction between the tyres and the road is 0.8. Find the stopping distance d.

v = 30 km/hμ = 0.8g = 9.81 m/s²
d = m
8.Work & energyHard
h = 2.5 mL = 3 mμ = 0.15k = 1000 N/m

A 2.5 kg block is released from rest at height 2.5 m on a smooth ramp. At the bottom it crosses a rough horizontal strip 3 m long (μ = 0.15) and then runs onto a spring (k = 1000 N/m) on a smooth surface. Find the speed v of the block when it reaches the spring.

m = 2.5 kgh = 2.5 mL = 3 mμ = 0.15k = 1000 N/mg = 9.81 m/s²
v = m/s
9.Momentum & collisionsMedium
1 kg66 m/s4 kgv′2​ = ?

A 5 kg projectile moving horizontally at 33 m/s explodes into two fragments that move along the same line. The 1 kg fragment continues forwards at 66 m/s. Find the velocity v′2 of the 4 kg fragment (positive in the original direction).

M = 5 kgu = 33 m/sm1 = 1 kgv′1 = 66 m/sm2 = 4 kg
v′2 = m/s
10.Momentum & collisionsHard
13 m/s16 m/s

A 0.2 kg ball hits a wall at 13 m/s and bounces straight back at 16 m/s. The contact lasts 10 ms. Find the average force Favg of the wall on the ball.

m = 0.2 kgvin = 13 m/svout = 16 m/sΔt = 10 ms
Favg = N
11.Hydrostatic forceMedium
gated = 0.5 mH = 1 m

A vertical rectangular gate 2 m wide sits in the wall of a tank of water, with its top edge 0.5 m below the surface. Find the resultant hydrostatic force F on the gate.

d = 0.5 mH = 1 mb = 2 mρ = 1000 kg/m³g = 9.81 m/s²
F = kN
12.Hydrostatic forceHard
gated = 3 mH = 1 m

A vertical rectangular gate 2 m wide sits in the wall of a tank of water, with its top edge 3 m below the surface. Find the depth ycp of the centre of pressure below the surface.

d = 3 mH = 1 mb = 2 mρ = 1000 kg/m³g = 9.81 m/s²
ycp = m
13.Continuity & BernoulliMedium
Q = ?d = 20 mm, Cd​ = 0.62h = 3.5 m

Water drains from a large open tank through a sharp-edged orifice with a diameter of 20 mm. The water level is kept 3.5 m above the orifice and the discharge coefficient is 0.62. Find the flow rate Q. Use g = 9.81 m/s².

d = 20 mmh = 3.5 mCd = 0.62g = 9.81 m/s²
Q = L/s
14.Continuity & BernoulliHard
d1​ = 200 mmd2​ = 150 mm12Δh = 170 mmmercuryQ = ?

A horizontal venturi meter (inlet 200 mm, throat 150 mm) carries water. A mercury U-tube manometer connected between the inlet and the throat shows a level difference of 170 mm. The discharge coefficient is 0.98. Find the flow rate Q. Use ρ = 1000 kg/m³ for water, 13 600 kg/m³ for mercury and g = 9.81 m/s².

d1 = 200 mmd2 = 150 mmΔh = 170 mmCd = 0.98ρHg = 13 600 kg/m³g = 9.81 m/s²
Q = L/s
15.Ideal gas lawMedium
50 g of CH₄V = 30 LT = 65 °CP = ?

A tank of 30 L contains 50 g of CH₄ at 65 °C. Treat it as an ideal gas and find the pressure P.

m = 50 gM = 16.04 g/molV = 30 LT = 65 °CR = 8.314 J/(mol·K)
P = kPa
16.Ideal gas lawHard
N₂, M = 28.01 g/molP = 250 kPaT = 190 °Cρ = ?

Find the density ρ of N₂ at 250 kPa and 190 °C, treating it as an ideal gas.

M = 28.01 g/molP = 250 kPaT = 190 °CR = 8.314 J/(mol·K)
ρ = kg/m³
17.Heat engines & refrigeratorsMedium
TH​ = 675 °CTL​ = 35 °CEQH​QL​W

A heat engine works between a hot reservoir at 675 °C and a cold reservoir at 35 °C. Find the highest possible thermal efficiency ηmax.

TH = 675 °CTL = 35 °C
ηmax = %
18.Heat engines & refrigeratorsHard
700 °CTm​ = ?40 °CABWA​WB​

Two Carnot engines work in series. Engine A receives heat from a reservoir at 700 °C and rejects heat to an intermediate reservoir at temperature Tm. Engine B takes all that heat and rejects heat to a reservoir at 40 °C. Both engines have the same thermal efficiency. Find Tm in °C.

TH = 700 °CTL = 40 °C
Tm = °C
19.Waves, sound & opticsMedium
L = ?n = 7

A pipe closed at one end must have its harmonic number 7 at 1501 Hz. The speed of sound is 343 m/s. Find the length L of the pipe.

v = 343 m/sn = 7f7 = 1501 Hz
L = m
20.Waves, sound & opticsHard
λ = ?9.5°

A grating with 100 lines per millimetre shows the order-3 maximum of a spectral line at 9.5° from the straight-through direction. Find the wavelength λ of the line.

N = 100 mm⁻¹θ3 = 9.5°m = 3
λ = nm

3Solutions

1.Kinematics

Answer: d = 38.28 m

Motion with constant acceleration: v = v₀ + a·t, s = v₀·t + ½·a·t² and v² = v₀² + 2·a·s. Pick the equation that contains the three things you know and the one you want, and keep the signs consistent with one positive direction.

Units

v₀ = 45/3.6 = 12.5 m/s

Reaction distance

d1 = v₀·tr = 12.5·1.5 = 18.75 m

Braking distance

d2 = v₀²/(2a) = 12.5²/(2·4) = 19.53 m

Total

d = 18.75 + 19.53 = 38.28 m

Answer

d = 38.28 m
2.Kinematics

Answer: t = 3.917 s

Motion with constant acceleration: v = v₀ + a·t, s = v₀·t + ½·a·t² and v² = v₀² + 2·a·s. Pick the equation that contains the three things you know and the one you want, and keep the signs consistent with one positive direction.

Equation of motion

Up is positive and the ground is h₀ below the starting point.

−40 = 9·t − ½·9.81·t²
4.905·t² − 9·t − 40 = 0

Solve the quadratic

Only the positive root is physical.

t = (9 + √(9² + 2·9.81·40))/9.81 = 3.917 s

Answer

t = 3.917 s
3.Newton’s laws

Answer: a = 5.549 m/s²

Newton’s second law: the net force on a body equals its mass times its acceleration, ΣF = m·a. Draw a free-body diagram, choose a positive direction along the motion, and add every force in that direction: applied forces, friction μ·N against the motion, and the components of gravity.

Forces along the slope

Down the slope is positive.

m·a = m·g·sin θ − μ·m·g·cos θ

Acceleration

a = 9.81·(sin 45° − 0.2·cos 45°) = 9.81·(0.7071 − 0.1414) = 5.549 m/s²

Answer

a = 5.549 m/s²
4.Newton’s laws

Answer: d = 2.172 m

Newton’s second law: the net force on a body equals its mass times its acceleration, ΣF = m·a. Draw a free-body diagram, choose a positive direction along the motion, and add every force in that direction: applied forces, friction μ·N against the motion, and the components of gravity.

Deceleration

Both forces point down the slope; the mass cancels.

a = 9.81·(sin 30° + 0.1·cos 30°) = 5.755 m/s²

Distance

d = v₀²/(2a) = 5²/(2·5.755) = 2.172 m

Answer

d = 2.172 m
5.Projectile motion

Answer: H = 2.497 m

Projectile motion: with no air resistance, x = vxt and y = h + vyt − ½gt². The two directions are independent except that they share the same time.

Split the launch velocity

Horizontal velocity stays constant; vertical motion has a constant acceleration g = 9.81 m/s² downward.

vx = v0·cos θ = 14·cos 30° = 12.12 m/s
vy = v0·sin θ = 14·sin 30° = 7 m/s

Highest point

At the top the vertical velocity is zero: vy² = 2gH.

H = vy²/(2g) = 7²/(2·9.81) = 2.497 m

Answer

H = 2.497 m
6.Projectile motion

Answer: t = 3.353 s

Projectile motion: with no air resistance, x = vxt and y = h + vyt − ½gt². The two directions are independent except that they share the same time.

Split the launch velocity

Horizontal velocity stays constant; vertical motion has a constant acceleration g = 9.81 m/s² downward.

vx = v0·cos θ = 35·cos 20° = 32.89 m/s
vy = v0·sin θ = 35·sin 20° = 11.97 m/s

Time in the air

Solve y(t) = h + vy·t − ½gt² = 0 for the positive root.

0 = 15 + 11.97·t − 4.905·t²
t = (vy + √(vy² + 2gh))/g = (11.97 + √(143.3 + 294.3))/9.81 = 3.353 s

Answer

t = 3.353 s
7.Work & energy

Answer: d = 4.424 m

Work–energy principle: the change in kinetic energy equals the work done by all forces. Writing gravity and springs as potential energy (mgh and ½kx²) turns this into a balance: initial energy = final energy + energy lost to friction (μN·d).

Speed in base units

v = 30/3.6 = 8.333 m/s

Energy balance

½mv² = μmg·d → d = v²/(2μg) = 8.333²/(2·0.8·9.81) = 4.424 m

Answer

d = 4.424 m

Doubling the speed makes the stopping distance four times longer.

8.Work & energy

Answer: v = 6.342 m/s

Work–energy principle: the change in kinetic energy equals the work done by all forces. Writing gravity and springs as potential energy (mgh and ½kx²) turns this into a balance: initial energy = final energy + energy lost to friction (μN·d).

Energy left after the rough strip

The ramp is smooth, so only the strip removes energy.

mgh − μmgL = 24.53·(2.5 − 0.15·3) = 50.28 J

Speed at the spring

½mv² = mg(h − μL) → v = √(2g(h − μL)) = √(2·9.81·2.05) = 6.342 m/s

Answer

v = 6.342 m/s
9.Momentum & collisions

Answer: v′2 = 24.75 m/s

Conservation of momentum: when no external force acts during a collision, the total momentum Σm·v before equals the total after. Velocities have a direction, so pick a positive direction and give velocities the other way a minus sign. In an elastic collision kinetic energy is conserved too; in a perfectly inelastic one the bodies stick together.

Momentum before

p = M·u = 5·33 = 165 kg·m/s

Momentum after

165 = 1·66 + 4·v′2
v′2 = (165 − 66)/4 = 24.75 m/s

Answer

v′2 = 24.75 m/s
10.Momentum & collisions

Answer: Favg = 580 N

Conservation of momentum: when no external force acts during a collision, the total momentum Σm·v before equals the total after. Velocities have a direction, so pick a positive direction and give velocities the other way a minus sign. In an elastic collision kinetic energy is conserved too; in a perfectly inelastic one the bodies stick together.

Change in momentum

J = m·Δv = 0.2·(16 + 13) = 5.8 N·s

Average force

Favg = J/Δt = 5.8/0.01 = 580 N

Answer

Favg = 580 N
11.Hydrostatic force

Answer: F = 19.62 kN

Hydrostatic force on a plane surface: F = ρ·g·yc·A. It acts at the centre of pressure, ycp = yc + Ic/(ycA), which always lies below the centroid.

Centroid depth and area

yc = d + H/2 = 0.5 + 1/2 = 1 m
A = H·b = 1·2 = 2 m²
gated = 0.5 mH = 1 mF

Resultant force

F = ρ·g·yc·A = 1000·9.81·1·2 = 19.62 kN

Answer

F = 19.62 kN
12.Hydrostatic force

Answer: ycp = 3.524 m

Hydrostatic force on a plane surface: F = ρ·g·yc·A. It acts at the centre of pressure, ycp = yc + Ic/(ycA), which always lies below the centroid.

Centroid depth and area

yc = d + H/2 = 3 + 1/2 = 3.5 m
A = H·b = 1·2 = 2 m²
gated = 3 mH = 1 mF

Resultant force

F = ρ·g·yc·A = 1000·9.81·3.5·2 = 68.67 kN

Centre of pressure

Pressure grows with depth, so the resultant acts below the centroid.

Ic = b·H³/12 = 2·1³/12 = 0.1667 m⁴
ycp = yc + Ic/(yc·A) = 3.5 + 0.1667/(3.5·2) = 3.524 m

Answer

ycp = 3.524 m
13.Continuity & Bernoulli

Answer: Q = 1.614 L/s

Continuity and Bernoulli: for an incompressible fluid the flow rate is the same at every section, Q = A₁v₁ = A₂v₂. Along a streamline without losses, p + ½ρv² + ρgz is constant, so where the fluid is faster or higher its pressure is lower.

Ideal jet velocity

√(2gh) = √(2·9.81·3.5) = 8.287 m/s

Actual flow rate

The discharge coefficient accounts for the contraction of the jet and friction at the edge.

Q = Cd·A·√(2gh) = 0.62·0.0003142·8.287 = 0.001614 m³/s = 1.614 L/s

Answer

Q = 1.614 L/s
14.Continuity & Bernoulli

Answer: Q = 135.8 L/s

Continuity and Bernoulli: for an incompressible fluid the flow rate is the same at every section, Q = A₁v₁ = A₂v₂. Along a streamline without losses, p + ½ρv² + ρgz is constant, so where the fluid is faster or higher its pressure is lower.

Pressure difference from the manometer

Δp = (13600 − 1000)·9.81·0.17 = 21013 Pa

Throat velocity

Continuity and Bernoulli together give the ideal throat velocity.

β = 150/200 = 0.75
v2 = √(2·21013/(1000·(1 − 0.3164))) = 7.841 m/s

Actual flow rate

Q = Cd·A2·v2 = 0.98·0.01767·7.841 = 0.1358 m³/s = 135.8 L/s

Answer

Q = 135.8 L/s
15.Ideal gas law

Answer: P = 292.1 kPa

Ideal gas law: PV = nRT, with n = m/M.

Moles

n = m/M = 50/16.04 = 3.117 mol
T = 65 + 273.15 = 338.1 K

Pressure

P = nRT/V = 3.117·8.314·338.1/0.03 = 292.1 kPa

Answer

P = 292.1 kPa
16.Ideal gas law

Answer: ρ = 1.819 kg/m³

Ideal gas density: ρ = PM/(RT).

Rearrange the gas law

PV = (m/M)RT → ρ = m/V = PM/(RT)
T = 190 + 273.15 = 463.1 K

Density

ρ = 250·28.01/(8.314·463.1) = 1.819 kg/m³

Answer

ρ = 1.819 kg/m³
17.Heat engines & refrigerators

Answer: ηmax = 67.5 %

Second-law limits: no cycle working between reservoirs at absolute temperatures TH and TL can beat the reversible (Carnot) cycle: ηmax = 1 − TL/TH, COPR,max = TL/(TH − TL) and COPHP,max = TH/(TH − TL). Energy is always conserved: QH = W + QL.

Absolute temperatures

TH = 675 + 273.15 = 948.1 K
TL = 35 + 273.15 = 308.1 K

Carnot efficiency

ηmax = 1 − TL/TH = 1 − 308.1/948.1 = 67.5 %

Answer

ηmax = 67.5 %
18.Heat engines & refrigerators

Answer: Tm = 278.9 °C

Second-law limits: no cycle working between reservoirs at absolute temperatures TH and TL can beat the reversible (Carnot) cycle: ηmax = 1 − TL/TH, COPR,max = TL/(TH − TL) and COPHP,max = TH/(TH − TL). Energy is always conserved: QH = W + QL.

Absolute temperatures

TH = 700 + 273.15 = 973.1 K
TL = 40 + 273.15 = 313.1 K

Equal efficiencies

1 − Tm/TH = 1 − TL/Tm gives Tm² = TH·TL.

Tm = √(973.1·313.1) = 552 K = 278.9 °C

Answer

Tm = 278.9 °C
19.Waves, sound & optics

Answer: L = 0.3999 m

Standing waves and the Doppler effect: a string fixed at both ends, or a pipe open at both ends, fits whole half-wavelengths: L = nλ/2, fn = n·v/(2L), n = 1, 2, 3, … A pipe closed at one end has a node at the closed end and an antinode at the open end: L = nλ/4 with odd n only, fn = n·v/(4L). When source or observer move along the line between them, f′ = f·(v ± vo)/(v ∓ vs): use the upper signs for motion towards each other. Two waves of nearly equal frequency beat at |f₁ − f₂|.

Wavelength

λ = v/f = 343/1501 = 0.2285 m

Length

L = nλ/4 = 7·0.2285/4 = 0.3999 m

Answer

L = 0.3999 m
20.Waves, sound & optics

Answer: λ = 550.2 nm

Interference and diffraction: light from two slits a distance d apart reaches a point on the screen with a path difference d·sin θ. Bright fringes appear where d·sin θ = mλ (m = 0, ±1, ±2, …). For a screen at distance L ≫ d, the m-th bright fringe is at y = mλL/d and the fringe spacing is Δy = λL/d. A grating with N lines per millimetre has d = 1/N and sharp maxima at d·sin θ = mλ; since sin θ ≤ 1, the highest order is the largest whole number m ≤ d/λ. A single slit of width a has dark fringes at a·sin θ = mλ, m = ±1, ±2, …

Wavelength

λ = d·sin θ/m = 1 × 10⁻⁵·sin 9.5°/3 = 550.2 nm

Answer

λ = 550.2 nm

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