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
a = ?s = 1000 m

A plane needs a speed of 240 km/h to take off and the usable runway is 1000 m long. Starting from rest, what constant acceleration a does it need?

v₀ = 0v = 240 km/hs = 1000 m
a = m/s²
2.KinematicsHard
AB: 27 m/s45 m

Ball A is dropped from rest from a height of 45 m. At the same instant ball B is thrown straight up from the ground directly below at 27 m/s. Ignore air resistance and use g = 9.81 m/s². When do the balls meet? Find t.

H = 45 mv0B = 27 m/sg = 9.81 m/s²
t = s
3.Newton’s lawsMedium
30 kg30°F = 120 Nμ = 0.1

A 30 kg sled is pulled across level snow by a rope at 30° above the horizontal with a force of 120 N. The coefficient of kinetic friction is 0.1. Use g = 9.81 m/s². Find the acceleration a of the sled.

m = 30 kgF = 120 Nθ = 30°μ = 0.1g = 9.81 m/s²
a = m/s²
4.Newton’s lawsHard
m1​ = 5.5 kg5 kgμ = 0.3

A 5.5 kg block on a horizontal table is connected by a light string over a frictionless pulley to a hanging 5 kg mass. The coefficient of kinetic friction between block and table is 0.3. Use g = 9.81 m/s². Find the tension T in the string.

m1 = 5.5 kgm2 = 5 kgμ = 0.3g = 9.81 m/s²
T = N
5.Projectile motionMedium
v0​ = 28 m/s20°rangeH = ?

A ball is launched at 20° above horizontal from level ground. Ignore air resistance. Find the maximum height H the ball reaches.

v0 = 28 m/sθ = 20°g = 9.81 m/s²
H = m
6.Projectile motionHard
20 mv0​ = 38 m/s50°x = ?

A ball is thrown from ground level at 38 m/s and 50° above the horizontal. It lands on the flat roof of a building 20 m high, on its way down. Ignore air resistance and use g = 9.81 m/s². Find the horizontal distance x from the launch point to where it lands.

v₀ = 38 m/sθ = 50°hroof = 20 mg = 9.81 m/s²
x = m
7.Work & energyMedium
36 km/h5°1000 kg

A 1000 kg car drives up a 5° slope at a constant 36 km/h. Air resistance and rolling resistance together amount to 600 N. Find the power P the wheels must deliver, in kW.

m = 1000 kgθ = 5°Fr = 600 Nv = 36 km/hg = 9.81 m/s²
P = kW
8.Work & energyHard
h = 2.5 mL = 5 mμ = 0.2k = 5000 N/m

A 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 5 m long (μ = 0.2) 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 = 2.5 mL = 5 mμ = 0.2k = 5000 N/mg = 9.81 m/s²
x = cm
9.Momentum & collisionsMedium
1.5 kg3 m/s3 kg

A 1.5 kg glider moving at 3 m/s makes a perfectly elastic head-on collision with a 3 kg glider at rest on a frictionless track. Find the velocity v′2 of the second glider after the collision.

m1 = 1.5 kgm2 = 3 kgv1 = 3 m/sv2 = 0
v′2 = m/s
10.Momentum & collisionsHard
8 m/s7 m/s

A 0.5 kg ball hits a wall at 8 m/s and bounces straight back at 7 m/s. The contact lasts 25 ms. Find the average force Favg of the wall on the ball.

m = 0.5 kgvin = 8 m/svout = 7 m/sΔt = 25 ms
Favg = N
11.Hydrostatic forceMedium
gated = 0.5 mH = 1.5 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 = 1.5 mb = 2 mρ = 1000 kg/m³g = 9.81 m/s²
F = kN
12.Hydrostatic forceHard
gated = 4 mH = 3 m

A vertical rectangular gate 1 m wide sits in the wall of a tank of water, with its top edge 4 m below the surface. Find the depth ycp of the centre of pressure below the surface.

d = 4 mH = 3 mb = 1 mρ = 1000 kg/m³g = 9.81 m/s²
ycp = m
13.Continuity & BernoulliMedium
d1​ = 200 mmd2​ = 100 mm12p1​ − p2​ = 56 kPaQ = ?

Water flows through a horizontal venturi meter with an inlet diameter of 200 mm and a throat diameter of 100 mm. The pressure at the inlet is 56 kPa higher than at the throat. Ignoring losses, find the flow rate Q.

d1 = 200 mmd2 = 100 mmp1 − p2 = 56 kPaρ = 1000 kg/m³
Q = L/s
14.Continuity & BernoulliHard
d1​ = 200 mmd2​ = 100 mm12Δh = 260 mmmercuryQ = ?

A horizontal venturi meter (inlet 200 mm, throat 100 mm) carries water. A mercury U-tube manometer connected between the inlet and the throat shows a level difference of 260 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 = 100 mmΔh = 260 mmCd = 0.98ρHg = 13 600 kg/m³g = 9.81 m/s²
Q = L/s
15.Ideal gas lawMedium
470 g of N₂V = 50 LT = 95 °CP = ?

A tank of 50 L contains 470 g of N₂ at 95 °C. Treat it as an ideal gas and find the pressure P.

m = 470 gM = 28.01 g/molV = 50 LT = 95 °CR = 8.314 J/(mol·K)
P = kPa
16.Ideal gas lawHard
State 1State 2

A fixed amount of CO₂ goes from 350 kPa, 20 L, 20 °C to 200 kPa and 80 °C. Find the new volume V2.

P1 = 350 kPaV1 = 20 LT1 = 20 °CP2 = 200 kPaT2 = 80 °C
V2 = L
17.Heat engines & refrigeratorsMedium
TH​ = 550 °CTL​ = ?EQH​ = 4200 kJQL​ = 1394 kJW

A reversible (Carnot) heat engine takes in 4200 kJ of heat from a reservoir at 550 °C and rejects 1394 kJ per cycle. Find the temperature TL of the cold reservoir in °C.

TH = 550 °CQH = 4200 kJQL = 1394 kJ
TL = °C
18.Heat engines & refrigeratorsHard
TH​ = 28 °CTL​ = 5 °CRQ̇H​Q̇L​ = 3 kWẆ = ?

A refrigerator keeps its cold space at 5 °C in a kitchen at 28 °C, removing heat from the cold space at 3 kW. Find the minimum power input Ẇmin.

TH = 28 °CTL = 5 °CQ̇L = 3 kW
Ẇmin = kW
19.Waves, sound & opticsMedium
SO20 m/sf = 1200 Hz

An observer moves at 20 m/s towards a stationary source of 1200 Hz. The speed of sound is 343 m/s. Find the frequency f′ that the observer hears.

f = 1200 Hzv = 343 m/svo = 20 m/s
f′ = Hz
20.Waves, sound & opticsHard
λ = 600 nma = 0.05 mmL = 1 m

Light of wavelength 600 nm passes through a single slit 0.05 mm wide. Find the width w of the central bright maximum on a screen 1 m away (between the first dark fringes on either side).

λ = 600 nma = 0.05 mmL = 1 m
w = mm

3Solutions

1.Kinematics

Answer: a = 2.222 m/s²

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

v = 240/3.6 = 66.67 m/s

Acceleration

a = v²/(2s) = 66.67²/(2·1000) = 2.222 m/s²

Answer

a = 2.222 m/s²
2.Kinematics

Answer: t = 1.667 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.

45 − ½g·t² = 27·t − ½g·t² → t = 45/27 = 1.667 s

Answer

t = 1.667 s
3.Newton’s laws

Answer: a = 2.683 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.

Normal force

N = m·g − F·sin θ = 294.3 − 120·sin 30° = 234.3 N

Horizontal forces

m·a = F·cos θ − μ·N = 103.9 − 23.43
a = 80.49/30 = 2.683 m/s²

Answer

a = 2.683 m/s²
4.Newton’s laws

Answer: T = 33.4 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 of the system

a = (m2·g − μ·m1·g)/(m1 + m2) = (49.05 − 16.19)/10.5 = 3.13 m/s²

Tension from the block on the table

T − μ·m1·g = m1·a
T = 5.5·3.13 + 16.19 = 33.4 N

Answer

T = 33.4 N
5.Projectile motion

Answer: H = 4.674 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 = 28·cos 20° = 26.31 m/s
vy = v0·sin θ = 28·sin 20° = 9.577 m/s

Highest point

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

H = vy²/(2g) = 9.577²/(2·9.81) = 4.674 m

Answer

H = 4.674 m
6.Projectile motion

Answer: x = 125.6 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

vx = 24.43 m/s, vy = 29.11 m/s

Time to land on the roof

Larger root: the ball is descending.

20 = 29.11·t − 4.905·t²
t = (29.11 + √(29.11² − 2·9.81·20))/9.81 = 5.142 s

Horizontal distance

x = vx·t = 24.43·5.142 = 125.6 m

Answer

x = 125.6 m
7.Work & energy

Answer: P = 14.55 kW

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). Power is force times speed: P = F·v.

Driving force

m·g = 1000·9.81 = 9810 N
mg·sin θ = 9810·sin 5° = 855 N
F = 855 + 600 = 1455 N

Power

v = 36/3.6 = 10 m/s
P = F·v = 1455·10 = 14550 W = 14.55 kW

Answer

P = 14.55 kW
8.Work & energy

Answer: x = 17.16 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·(2.5 − 0.2·5) = 73.58 J

Maximum compression

½kx² = 73.58 → x = √(2·73.58/5000) = 0.1716 m = 17.16 cm

Answer

x = 17.16 cm
9.Momentum & collisions

Answer: v′2 = 2 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 = (1.5 − 3)/(1.5 + 3)·3 = −1 m/s
v′2 = 2·1.5/(1.5 + 3)·3 = 2 m/s

Answer

v′2 = 2 m/s
10.Momentum & collisions

Answer: Favg = 300 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 = 0.5·(7 + 8) = 7.5 N·s

Average force

Favg = J/Δt = 7.5/0.025 = 300 N

Answer

Favg = 300 N
11.Hydrostatic force

Answer: F = 36.79 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 + 1.5/2 = 1.25 m
A = H·b = 1.5·2 = 3 m²
gated = 0.5 mH = 1.5 mF

Resultant force

F = ρ·g·yc·A = 1000·9.81·1.25·3 = 36.79 kN

Answer

F = 36.79 kN
12.Hydrostatic force

Answer: ycp = 5.636 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 = 4 + 3/2 = 5.5 m
A = H·b = 3·1 = 3 m²
gated = 4 mH = 3 mF

Resultant force

F = ρ·g·yc·A = 1000·9.81·5.5·3 = 161.9 kN

Centre of pressure

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

Ic = b·H³/12 = 1·3³/12 = 2.25 m⁴
ycp = yc + Ic/(yc·A) = 5.5 + 2.25/(5.5·3) = 5.636 m

Answer

ycp = 5.636 m
13.Continuity & Bernoulli

Answer: Q = 85.84 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.

Continuity

v1 = v2·(100/200)² = 0.25·v2

Bernoulli between inlet and throat

The pipe is horizontal, so only pressure and velocity change.

p1 − p2 = ½ρv2²(1 − β⁴)
v2 = √(2·56000/(1000·(1 − 0.0625))) = 10.93 m/s
v1 = 2.733 m/s

Flow rate

Q = A2·v2 = 0.007854·10.93 = 0.08584 m³/s = 85.84 L/s

Answer

Q = 85.84 L/s
14.Continuity & Bernoulli

Answer: Q = 63.73 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)·9.81·0.26 = 32138 Pa

Throat velocity

Continuity and Bernoulli together give the ideal throat velocity.

β = 100/200 = 0.5
v2 = √(2·32138/(1000·(1 − 0.0625))) = 8.28 m/s

Actual flow rate

Q = Cd·A2·v2 = 0.98·0.007854·8.28 = 0.06373 m³/s = 63.73 L/s

Answer

Q = 63.73 L/s
15.Ideal gas law

Answer: P = 1027 kPa

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

Moles

n = m/M = 470/28.01 = 16.78 mol
T = 95 + 273.15 = 368.1 K

Pressure

P = nRT/V = 16.78·8.314·368.1/0.05 = 1027 kPa

Answer

P = 1027 kPa
16.Ideal gas law

Answer: V2 = 42.16 L

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

Absolute temperatures

T1 = 293.1 K, T2 = 353.1 K

Combined gas law

V2 = V1·(P1/P2)·(T2/T1) = 20·(350/200)·(353.1/293.1) = 42.16 L

Answer

V2 = 42.16 L
17.Heat engines & refrigerators

Answer: TL = 0.0574 °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 temperature of the source

TH = 550 + 273.15 = 823.1 K

Reversible heat ratio

TL = TH·QL/QH = 823.1·1394/4200 = 273.2 K = 0.0574 °C

Answer

TL = 0.0574 °C
18.Heat engines & refrigerators

Answer: Ẇmin = 0.2481 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 = 28 + 273.15 = 301.1 K
TL = 5 + 273.15 = 278.1 K

Best possible COP

COPR,max = TL/(TH − TL) = 278.1/(301.1 − 278.1) = 12.09

Minimum power

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

Ẇmin = Q̇L/COP = 3/12.09 = 0.2481 kW

Answer

Ẇmin = 0.2481 kW
19.Waves, sound & optics

Answer: f′ = 1270 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|.

Doppler formula

f′ = f·(v + vo)/(v − vs) = 1200·(343 + 20)/(343 − 0)
f′ = 1270 Hz

Answer

f′ = 1270 Hz
20.Waves, sound & optics

Answer: w = 24 mm

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, …

First dark fringe

y₁ = λL/a = 600 × 10⁻⁹·1/(0.05 × 10⁻³) = 12 mm

Width of the central maximum

w = 2y₁ = 24 mm

Answer

w = 24 mm

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