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)2.5 s15

A car driving at 54 km/h brakes with a constant deceleration of 6 m/s² until it stops. Find the braking distance s.

v₀ = 54 km/ha = −6 m/s²v = 0
s = m
2.KinematicsHard
v₀ = 20 m/s30 m

A ball is thrown straight up at 20 m/s from the edge of a roof 30 m above the ground. Ignore air resistance and use g = 9.81 m/s². Find the greatest height hmax above the ground.

v₀ = 20 m/sh₀ = 30 mg = 9.81 m/s²
hmax = m
3.Newton’s lawsMedium
θ = 40°a = ?m = 18 kg

An 18 kg block slides down a slope at 40° to the horizontal. The coefficient of kinetic friction is 0.1. Use g = 9.81 m/s². Find the acceleration a of the block along the slope.

m = 18 kgθ = 40°μ = 0.1g = 9.81 m/s²
a = m/s²
4.Newton’s lawsHard
m1​ = 8.5 kg8 kgθ = 40°

An 8.5 kg block on a ramp at 40° is connected by a light string over a frictionless pulley at the top of the ramp to a hanging 8 kg mass. The hanging mass moves down. The coefficient of kinetic friction between block and ramp is 0.15. Use g = 9.81 m/s². Find the acceleration a of the system.

m1 = 8.5 kgm2 = 8 kgθ = 40°μ = 0.15g = 9.81 m/s²
a = m/s²
5.Projectile motionMedium
v0​ = 20 m/s25°rangeH = ?

A ball is launched at 25° above horizontal from level ground. Ignore air resistance. Find the maximum height H the ball reaches.

v0 = 20 m/sθ = 25°g = 9.81 m/s²
H = m
6.Projectile motionHard
h = 10 mv0​ = 21 m/s20°range

A ball is launched at 20° above horizontal from the top of a 10 m cliff. Ignore air resistance. Find the time of flight t until the ball hits the ground.

v0 = 21 m/sθ = 20°h = 10 mg = 9.81 m/s²
t = s
7.Work & energyMedium
45°d = 17 mμ = 0.15

A 2 kg block slides 17 m down a slope at 45° to the horizontal, with a coefficient of kinetic friction of 0.15. Find the work Wf done against friction.

m = 2 kgθ = 45°μ = 0.15d = 17 mg = 9.81 m/s²
Wf = J
8.Work & energyHard
h = 7.5 mR = 2.5 mN = ?

A 1 kg cart is released from rest at a height of 7.5 m on a smooth track that leads into a vertical circular loop of radius 2.5 m. Find the normal force N the track exerts on the cart at the top of the loop.

m = 1 kgh = 7.5 mR = 2.5 mg = 9.81 m/s²
N = N
9.Momentum & collisionsMedium
16 kg32 m/s1 kgv′2​ = ?

A 17 kg projectile moving horizontally at 14 m/s explodes into two fragments that move along the same line. The 16 kg fragment continues forwards at 32 m/s. Find the velocity v′2 of the 1 kg fragment (positive in the original direction).

M = 17 kgu = 14 m/sm1 = 16 kgv′1 = 32 m/sm2 = 1 kg
v′2 = m/s
10.Momentum & collisionsHard
1600 kg19 m/s1900 kg24 m/sv′ = ?

At a crossing a 1600 kg car travelling east at 19 m/s collides with a 1900 kg car travelling north at 24 m/s. The cars lock together. Find the speed v′ of the wreck just after the collision.

m1 = 1600 kgv1 = 19 m/s (E)m2 = 1900 kgv2 = 24 m/s (N)
v′ = m/s
11.Hydrostatic forceMedium
gated = 0.5 mH = 2.5 m

A vertical rectangular gate 1 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 = 2.5 mb = 1 mρ = 1000 kg/m³g = 9.81 m/s²
F = kN
12.Hydrostatic forceHard
gated = 1 mH = 1.5 m

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

d = 1 mH = 1.5 mb = 1 mρ = 880 kg/m³g = 9.81 m/s²
ycp = m
13.Continuity & BernoulliMedium
Q = ?d = 30 mm, Cd​ = 0.65h = 5 m

Water drains from a large open tank through a sharp-edged orifice with a diameter of 30 mm. The water level is kept 5 m above the orifice and the discharge coefficient is 0.65. Find the flow rate Q. Use g = 9.81 m/s².

d = 30 mmh = 5 mCd = 0.65g = 9.81 m/s²
Q = L/s
14.Continuity & BernoulliHard
12d1​ = 150 mm, p1​ = 280 kPad2​ = 40 mm, p2​ = ?Δz = 10 m

Water flows up through a pipe that narrows from 150 mm to 40 mm while rising 10 m. At section 1 the pressure is 280 kPa and the velocity is 0.75 m/s. Ignoring losses, find the pressure p2 at section 2.

d1 = 150 mmd2 = 40 mmp1 = 280 kPav1 = 0.75 m/sΔz = 10 mρ = 1000 kg/m³
p2 = kPa
15.Ideal gas lawMedium
280 g of CO₂P = 650 kPaT = 100 °CV = ?

What volume V does 280 g of CO₂ occupy at 650 kPa and 100 °C? Treat it as an ideal gas.

m = 280 gM = 44.01 g/molP = 650 kPaT = 100 °CR = 8.314 J/(mol·K)
V = L
16.Ideal gas lawHard
N₂, M = 28.01 g/molP = 400 kPaT = 160 °Cρ = ?

Find the density ρ of N₂ at 400 kPa and 160 °C, treating it as an ideal gas.

M = 28.01 g/molP = 400 kPaT = 160 °CR = 8.314 J/(mol·K)
ρ = kg/m³
17.Heat engines & refrigeratorsMedium
TH​ = 20 °CTL​ = -18 °CRQ̇H​ = ?Q̇L​ = 1.5 kWẆ

A reversible refrigerator keeps a cold room at -18 °C by removing 1.5 kW of heat, and rejects heat to the surroundings at 20 °C. Find the rate Q̇H at which it rejects heat.

TL = -18 °CTH = 20 °CQ̇L = 1.5 kW
Q̇H = kW
18.Heat engines & refrigeratorsHard
TH​ = 25 °CTL​ = -18 °CRQ̇H​Q̇L​ = 3.5 kWẆ

A refrigerator keeps its cold space at -18 °C in a kitchen at 25 °C, removing heat from the cold space at 3.5 kW. Find the highest possible coefficient of performance COPmax.

TH = 25 °CTL = -18 °CQ̇L = 3.5 kW
COPmax =
19.Waves, sound & opticsMedium
θc = ?90°flint glass, n1​ = 1.62ethanol, n2​ = 1.36

Light travels in flint glass (n = 1.62) towards a flat boundary with ethanol (n = 1.36). Find the critical angle θc beyond which it is totally reflected.

n1 = 1.62n2 = 1.36
θc = °
20.Waves, sound & opticsHard
λ = 589 nma = 0.12 mmL = 2.5 m

Light of wavelength 589 nm passes through a single slit 0.12 mm wide. Find the width w of the central bright maximum on a screen 2.5 m away (between the first dark fringes on either side).

λ = 589 nma = 0.12 mmL = 2.5 m
w = mm

3Solutions

1.Kinematics

Answer: s = 18.75 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 = 54/3.6 = 15 m/s

Braking distance

0 = v₀² − 2·a·s → s = v₀²/(2a) = 15²/(2·6) = 18.75 m

Answer

s = 18.75 m
2.Kinematics

Answer: hmax = 50.39 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.

Rise above the roof

0 = v₀² − 2·g·Δh → Δh = 20²/(2·9.81) = 20.39 m

Height above the ground

hmax = 30 + 20.39 = 50.39 m

Answer

hmax = 50.39 m
3.Newton’s laws

Answer: a = 5.554 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 40° − 0.1·cos 40°) = 9.81·(0.6428 − 0.0766) = 5.554 m/s²

Answer

a = 5.554 m/s²
4.Newton’s laws

Answer: a = 0.9273 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 string

m₂·g = 78.48 N
m₁·g·sin θ = 53.6 N
μ·m₁·g·cos θ = 9.581 N

Acceleration of the system

a = (78.48 − 53.6 − 9.581)/16.5 = 0.9273 m/s²

Answer

a = 0.9273 m/s²
5.Projectile motion

Answer: H = 3.641 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 = 20·cos 25° = 18.13 m/s
vy = v0·sin θ = 20·sin 25° = 8.452 m/s

Highest point

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

H = vy²/(2g) = 8.452²/(2·9.81) = 3.641 m

Answer

H = 3.641 m
6.Projectile motion

Answer: t = 2.337 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 20° = 19.73 m/s
vy = v0·sin θ = 21·sin 20° = 7.182 m/s

Time in the air

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

0 = 10 + 7.182·t − 4.905·t²
t = (vy + √(vy² + 2gh))/g = (7.182 + √(51.59 + 196.2))/9.81 = 2.337 s

Answer

t = 2.337 s
7.Work & energy

Answer: Wf = 35.38 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 = 19.62·0.7071 = 13.87 N
F = μN = 0.15·13.87 = 2.081 N

Work against friction

Wf = F·d = 2.081·17 = 35.38 J

Answer

Wf = 35.38 J
8.Work & energy

Answer: N = 9.81 N

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). On a circular path the net force towards the centre must equal mv²/r.

Speed at the top

v² = 2g(h − 2R) = 2·9.81·(7.5 − 5) = 49.05 m²/s²

Forces at the top

m·g = 1·9.81 = 9.81 N
N = mv²/R − mg = 1·49.05/2.5 − 9.81 = 9.81 N

Answer

N = 9.81 N

The cart just makes it round when h = 2.5R; then N = 0 at the top.

9.Momentum & collisions

Answer: v′2 = −274 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 = 17·14 = 238 kg·m/s

Momentum after

238 = 16·32 + 1·v′2
v′2 = (238 − 512)/1 = −274 m/s

Answer

v′2 = −274 m/s

The minus sign means the second fragment flies backwards.

10.Momentum & collisions

Answer: v′ = 15.66 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 components

px = 1600·19 = 30400 kg·m/s
py = 1900·24 = 45600 kg·m/s

Speed of the wreck

v′ = √(px² + py²)/(m1 + m2) = 54804/3500 = 15.66 m/s

Answer

v′ = 15.66 m/s
11.Hydrostatic force

Answer: F = 42.92 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 + 2.5/2 = 1.75 m
A = H·b = 2.5·1 = 2.5 m²
gated = 0.5 mH = 2.5 mF

Resultant force

F = ρ·g·yc·A = 1000·9.81·1.75·2.5 = 42.92 kN

Answer

F = 42.92 kN
12.Hydrostatic force

Answer: ycp = 1.857 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 = 1 + 1.5/2 = 1.75 m
A = H·b = 1.5·1 = 1.5 m²
gated = 1 mH = 1.5 mF

Resultant force

F = ρ·g·yc·A = 880·9.81·1.75·1.5 = 22.66 kN

Centre of pressure

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

Ic = b·H³/12 = 1·1.5³/12 = 0.2813 m⁴
ycp = yc + Ic/(yc·A) = 1.75 + 0.2813/(1.75·1.5) = 1.857 m

Answer

ycp = 1.857 m
13.Continuity & Bernoulli

Answer: Q = 4.551 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) = √(2·9.81·5) = 9.905 m/s

Actual flow rate

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

Q = Cd·A·√(2gh) = 0.65·0.0007069·9.905 = 0.004551 m³/s = 4.551 L/s

Answer

Q = 4.551 L/s
14.Continuity & Bernoulli

Answer: p2 = 126.6 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·(150/40)² = 10.55 m/s
½ρ(v1² − v2²) = ½·1000·(0.75² − 10.55²)/1000 = −55.34 kPa
ρgΔz = 1000·9.81·10/1000 = 98.1 kPa
p2 = p1 + ½ρ(v1² − v2²) − ρgΔz = 280 + (−55.34) − 98.1 = 126.6 kPa

Answer

p2 = 126.6 kPa
15.Ideal gas law

Answer: V = 30.37 L

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

Moles

n = 280/44.01 = 6.362 mol
T = 100 + 273.15 = 373.1 K

Volume

V = nRT/P = 6.362·8.314·373.1/650 = 30.37 L

Answer

V = 30.37 L
16.Ideal gas law

Answer: ρ = 3.111 kg/m³

Ideal gas density: ρ = PM/(RT).

Rearrange the gas law

PV = (m/M)RT → ρ = m/V = PM/(RT)
T = 160 + 273.15 = 433.1 K

Density

ρ = 400·28.01/(8.314·433.1) = 3.111 kg/m³

Answer

ρ = 3.111 kg/m³
17.Heat engines & refrigerators

Answer: Q̇H = 1.723 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 = 20 + 273.15 = 293.1 K
TL = -18 + 273.15 = 255.1 K

Reversible heat ratio

Q̇H = Q̇L·TH/TL = 1.5·293.1/255.1 = 1.723 kW

Answer

Q̇H = 1.723 kW

Power input: Ẇ = 0.2234 kW.

18.Heat engines & refrigerators

Answer: COPmax = 5.934

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 = 25 + 273.15 = 298.1 K
TL = -18 + 273.15 = 255.1 K

Best possible COP

COPR,max = TL/(TH − TL) = 255.1/(298.1 − 255.1) = 5.934

Answer

COPmax = 5.934
19.Waves, sound & optics

Answer: θc = 57.09 °

Geometric optics: at a boundary, n₁·sin θ₁ = n₂·sin θ₂ (Snell's law), with angles measured from the normal and n = c/v. Going into a slower medium the ray bends towards the normal. From a denser medium (n₁ > n₂) beyond the critical angle θc = arcsin(n₂/n₁) all light is reflected: total internal reflection. Thin lenses and spherical mirrors obey 1/f = 1/do + 1/di with the magnification m = −di/do. Sign convention: f > 0 for a converging lens and a concave mirror (f = R/2), f < 0 for a diverging lens and a convex mirror; di > 0 for a real image, di < 0 for a virtual one, and m < 0 for an inverted image.

Refraction at 90°

sin θc = n₂/n₁ = 1.36/1.62 = 0.8395

Critical angle

θc = arcsin(0.8395) = 57.09°

Answer

θc = 57.09°
20.Waves, sound & optics

Answer: w = 24.54 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 = 589 × 10⁻⁹·2.5/(0.12 × 10⁻³) = 12.27 mm

Width of the central maximum

w = 2y₁ = 24.54 mm

Answer

w = 24.54 mm

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