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)0.9 s16.67

A driver moving at 60 km/h sees an obstacle. Her reaction time is 0.9 s, after which the car brakes with a constant deceleration of 5 m/s². Find the total stopping distance d from the moment she sees the obstacle.

v₀ = 60 km/htr = 0.9 sa = −5 m/s²
d = m
2.KinematicsHard
AB: 16 m/s20 m

Ball A is dropped from rest from a height of 20 m. At the same instant ball B is thrown straight up from the ground directly below at 16 m/s. Ignore air resistance and use g = 9.81 m/s². When do the balls meet? Find t.

H = 20 mv0B = 16 m/sg = 9.81 m/s²
t = s
3.Newton’s lawsMedium
6 kg3.5 kg

Masses of 6 kg and 3.5 kg hang on either side of a light, frictionless pulley, connected by a light string. The system is released from rest. Use g = 9.81 m/s². Find the tension T in the string.

m1 = 6 kgm2 = 3.5 kgg = 9.81 m/s²
T = N
4.Newton’s lawsHard
θ = 35°blockv₀ = 3.5 m/s

A block is given a push so that it starts sliding up a ramp at 35° with a speed of 3.5 m/s. The coefficient of kinetic friction is 0.3. Use g = 9.81 m/s². How far d along the ramp does it slide before it stops?

v₀ = 3.5 m/sθ = 35°μ = 0.3g = 9.81 m/s²
d = m
5.Projectile motionMedium
v0​ = 26 m/sθ = ?R = 25 m

A ball is launched from level ground at 26 m/s and must land 25 m away. Ignore air resistance and use g = 9.81 m/s². Find the smaller of the two possible launch angles θ.

v₀ = 26 m/sR = 25 mg = 9.81 m/s²
θ = °
6.Projectile motionHard
h = 30 mv0​ = 21 m/s35°range

A ball is launched at 35° above horizontal from the top of a 30 m cliff. Ignore air resistance. Find the time of flight t until the ball hits the ground.

v0 = 21 m/sθ = 35°h = 30 mg = 9.81 m/s²
t = s
7.Work & energyMedium
40°d = 17 mμ = 0.25

A 1 kg block slides 17 m down a slope at 40° to the horizontal, with a coefficient of kinetic friction of 0.25. Find the work Wf done against friction.

m = 1 kgθ = 40°μ = 0.25d = 17 mg = 9.81 m/s²
Wf = J
8.Work & energyHard
h = 3.5 mL = 4 mμ = 0.1k = 5000 N/m

A 5 kg block is released from rest at height 3.5 m on a smooth ramp. At the bottom it crosses a rough horizontal strip 4 m long (μ = 0.1) and then runs onto a spring (k = 5000 N/m) on a smooth surface. Find the maximum compression x of the spring.

m = 5 kgh = 3.5 mL = 4 mμ = 0.1k = 5000 N/mg = 9.81 m/s²
x = cm
9.Momentum & collisionsMedium
1 kg9 m/s4.5 kg

A 1 kg glider moving at 9 m/s makes a perfectly elastic head-on collision with a 4.5 kg glider at rest on a frictionless track. Find the velocity v′2 of the second glider after the collision.

m1 = 1 kgm2 = 4.5 kgv1 = 9 m/sv2 = 0
v′2 = m/s
10.Momentum & collisionsHard
13 m/s7 m/s

A 0.55 kg ball hits a wall at 13 m/s and bounces straight back at 7 m/s. The contact lasts 10 ms. Find the average force Favg of the wall on the ball.

m = 0.55 kgvin = 13 m/svout = 7 m/sΔt = 10 ms
Favg = N
11.Hydrostatic forceMedium
gated = 1.5 mH = 1.5 m

A vertical rectangular gate 1.5 m wide sits in the wall of a tank of water, with its top edge 1.5 m below the surface. Find the resultant hydrostatic force F on the gate.

d = 1.5 mH = 1.5 mb = 1.5 mρ = 1000 kg/m³g = 9.81 m/s²
F = kN
12.Hydrostatic forceHard
gated = 2 mH = 3 m

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

d = 2 mH = 3 mb = 2 mρ = 1260 kg/m³g = 9.81 m/s²
F = kN
13.Continuity & BernoulliMedium
12d1​ = 100 mm, p1​ = 230 kPad2​ = 50 mm, p2​ = ?

Water flows through a horizontal pipe that narrows from 100 mm to 50 mm. In the wide section the pressure is 230 kPa and the velocity is 0.5 m/s. Ignoring losses, find the pressure p2 in the narrow section.

d1 = 100 mmd2 = 50 mmp1 = 230 kPav1 = 0.5 m/sρ = 1000 kg/m³
p2 = kPa
14.Continuity & BernoulliHard
12d1​ = 100 mm, p1​ = 390 kPad2​ = 75 mm, p2​ = ?Δz = 1 m

Water flows up through a pipe that narrows from 100 mm to 75 mm while rising 1 m. At section 1 the pressure is 390 kPa and the velocity is 0.75 m/s. Ignoring losses, find the pressure p2 at section 2.

d1 = 100 mmd2 = 75 mmp1 = 390 kPav1 = 0.75 m/sΔz = 1 mρ = 1000 kg/m³
p2 = kPa
15.Ideal gas lawMedium
320 g of CH₄P = 400 kPaT = 65 °CV = ?

What volume V does 320 g of CH₄ occupy at 400 kPa and 65 °C? Treat it as an ideal gas.

m = 320 gM = 16.04 g/molP = 400 kPaT = 65 °CR = 8.314 J/(mol·K)
V = L
16.Ideal gas lawHard
State 1State 2

A fixed amount of He goes from 250 kPa, 10 L, 30 °C to 450 kPa and 60 °C. Find the new volume V2.

P1 = 250 kPaV1 = 10 LT1 = 30 °CP2 = 450 kPaT2 = 60 °C
V2 = L
17.Heat engines & refrigeratorsMedium
TH​ = 750 °CTL​ = 40 °CEQH​ = 2300 kJQL​W = ?

A heat engine works between a hot reservoir at 750 °C and a cold reservoir at 40 °C. It takes in 2300 kJ of heat. Find the most work Wmax it could possibly produce.

TH = 750 °CTL = 40 °CQH = 2300 kJ
Wmax = kJ
18.Heat engines & refrigeratorsHard
TH​ = 35 °CTL​ = 5 °CRQ̇H​Q̇L​ = 4.5 kWẆ = ?

A refrigerator keeps its cold space at 5 °C in a kitchen at 35 °C, removing heat from the cold space at 4.5 kW. Find the minimum power input Ẇmin.

TH = 35 °CTL = 5 °CQ̇L = 4.5 kW
Ẇmin = kW
19.Waves, sound & opticsMedium
L = 0.65 mn = 4

A pipe open at both ends is 0.65 m long. The speed of sound is 343 m/s. Find the frequency f4 of its harmonic number 4.

v = 343 m/sn = 4L = 0.65 m
f4 = Hz
20.Waves, sound & opticsHard
λ = 450 nmθ

A diffraction grating has 1200 lines per millimetre. Light of wavelength 450 nm falls on it at right angles. What is the highest order mmax of bright maximum that can be seen?

N = 1200 mm⁻¹λ = 450 nm
mmax =

3Solutions

1.Kinematics

Answer: d = 42.78 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 = 60/3.6 = 16.67 m/s

Reaction distance

d1 = v₀·tr = 16.67·0.9 = 15 m

Braking distance

d2 = v₀²/(2a) = 16.67²/(2·5) = 27.78 m

Total

d = 15 + 27.78 = 42.78 m

Answer

d = 42.78 m
2.Kinematics

Answer: t = 1.25 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.

Meeting time

Up is positive, the ground is y = 0.

20 − ½g·t² = 16·t − ½g·t² → t = 20/16 = 1.25 s

Answer

t = 1.25 s
3.Newton’s laws

Answer: T = 43.37 N

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.

Acceleration

The net driving force is the difference of the weights; it moves the total mass.

a = (6 − 3.5)·9.81/(6 + 3.5) = 2.582 m/s²

Tension from the lighter mass

T − m2·g = m2·a → T = 3.5·(9.81 + 2.582) = 43.37 N

Answer

T = 43.37 N
4.Newton’s laws

Answer: d = 0.762 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 35° + 0.3·cos 35°) = 8.038 m/s²

Distance

d = v₀²/(2a) = 3.5²/(2·8.038) = 0.762 m

Answer

d = 0.762 m
5.Projectile motion

Answer: θ = 10.64 °

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.

Range formula

R = v₀²·sin 2θ/g → sin 2θ = 9.81·25/26² = 0.3628

Angle

2θ = 21.27° → θ = 10.64°

Answer

θ = 10.64°

The other solution is 90° − θ = 79.36°.

6.Projectile motion

Answer: t = 3.989 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 = 21·cos 35° = 17.2 m/s
vy = v0·sin θ = 21·sin 35° = 12.05 m/s

Time in the air

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

0 = 30 + 12.05·t − 4.905·t²
t = (vy + √(vy² + 2gh))/g = (12.05 + √(145.1 + 588.6))/9.81 = 3.989 s

Answer

t = 3.989 s
7.Work & energy

Answer: Wf = 31.94 J

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).

Friction force

N = mg·cos θ = 9.81·0.766 = 7.515 N
F = μN = 0.25·7.515 = 1.879 N

Work against friction

Wf = F·d = 1.879·17 = 31.94 J

Answer

Wf = 31.94 J
8.Work & energy

Answer: x = 24.66 cm

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 = 49.05·(3.5 − 0.1·4) = 152.1 J

Maximum compression

½kx² = 152.1 → x = √(2·152.1/5000) = 0.2466 m = 24.66 cm

Answer

x = 24.66 cm
9.Momentum & collisions

Answer: v′2 = 3.273 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.

Elastic collision with a target at rest

Solving momentum and energy conservation together gives these two results.

v′1 = (1 − 4.5)/(1 + 4.5)·9 = −5.727 m/s
v′2 = 2·1/(1 + 4.5)·9 = 3.273 m/s

Answer

v′2 = 3.273 m/s
10.Momentum & collisions

Answer: Favg = 1100 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 = 0.55·(7 + 13) = 11 N·s

Average force

Favg = J/Δt = 11/0.01 = 1100 N

Answer

Favg = 1100 N
11.Hydrostatic force

Answer: F = 49.66 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 = 1.5 + 1.5/2 = 2.25 m
A = H·b = 1.5·1.5 = 2.25 m²
gated = 1.5 mH = 1.5 mF

Resultant force

F = ρ·g·yc·A = 1000·9.81·2.25·2.25 = 49.66 kN

Answer

F = 49.66 kN
12.Hydrostatic force

Answer: F = 259.6 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 = 2 + 3/2 = 3.5 m
A = H·b = 3·2 = 6 m²
gated = 2 mH = 3 mF

Resultant force

F = ρ·g·yc·A = 1260·9.81·3.5·6 = 259.6 kN

Answer

F = 259.6 kN
13.Continuity & Bernoulli

Answer: p2 = 228.1 kPa

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.

Continuity and Bernoulli

Work in Pa, then divide by 1000 to get kPa.

v2 = v1·(d1/d2)² = 0.5·(100/50)² = 2 m/s
½ρ(v1² − v2²) = ½·1000·(0.5² − 2²)/1000 = −1.875 kPa
p2 = p1 + ½ρ(v1² − v2²) = 230 + (−1.875) = 228.1 kPa

Answer

p2 = 228.1 kPa
14.Continuity & Bernoulli

Answer: p2 = 379.6 kPa

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.

Continuity and Bernoulli

Work in Pa, then divide by 1000 to get kPa.

v2 = v1·(d1/d2)² = 0.75·(100/75)² = 1.333 m/s
½ρ(v1² − v2²) = ½·1000·(0.75² − 1.333²)/1000 = −0.6076 kPa
ρgΔz = 1000·9.81·1/1000 = 9.81 kPa
p2 = p1 + ½ρ(v1² − v2²) − ρgΔz = 390 + (−0.6076) − 9.81 = 379.6 kPa

Answer

p2 = 379.6 kPa
15.Ideal gas law

Answer: V = 140.2 L

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

Moles

n = 320/16.04 = 19.95 mol
T = 65 + 273.15 = 338.1 K

Volume

V = nRT/P = 19.95·8.314·338.1/400 = 140.2 L

Answer

V = 140.2 L
16.Ideal gas law

Answer: V2 = 6.105 L

Combined gas law: for a fixed amount of ideal gas, P1V1/T1 = P2V2/T2.

Absolute temperatures

T1 = 303.1 K, T2 = 333.1 K

Combined gas law

V2 = V1·(P1/P2)·(T2/T1) = 10·(250/450)·(333.1/303.1) = 6.105 L

Answer

V2 = 6.105 L
17.Heat engines & refrigerators

Answer: Wmax = 1596 kJ

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 = 750 + 273.15 = 1023 K
TL = 40 + 273.15 = 313.1 K

Carnot efficiency

ηmax = 1 − TL/TH = 1 − 313.1/1023 = 69.39 %

Maximum work

Wmax = ηmax·QH = 0.6939·2300 = 1596 kJ

Answer

Wmax = 1596 kJ
18.Heat engines & refrigerators

Answer: Ẇmin = 0.4853 kW

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 = 35 + 273.15 = 308.1 K
TL = 5 + 273.15 = 278.1 K

Best possible COP

COPR,max = TL/(TH − TL) = 278.1/(308.1 − 278.1) = 9.272

Minimum power

The least work is needed by a reversible machine, which has the highest COP.

Ẇmin = Q̇L/COP = 4.5/9.272 = 0.4853 kW

Answer

Ẇmin = 0.4853 kW
19.Waves, sound & optics

Answer: f4 = 1055 Hz

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 of this mode

λ = 2L/n = 2·0.65/4 = 0.325 m

Frequency

f = v/λ = 343/0.325 = 1055 Hz

Answer

f4 = 1055 Hz
20.Waves, sound & optics

Answer: mmax = 1

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, …

Line spacing

d = 1/1200 mm = 0.8333 µm

Highest order

m ≤ d/λ = 0.8333 µm/0.45 µm = 1.852 → mmax = 1

Answer

mmax = 1

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