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)t = ?22.22

A car driving at 80 km/h brakes with a constant deceleration of 5.5 m/s² until it stops. How long does braking take? Find t.

v₀ = 80 km/ha = −5.5 m/s²v = 0
t = s
2.KinematicsHard
v₀ = 12 m/s15 m

A ball is thrown straight up at 12 m/s from the edge of a roof 15 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 = 12 m/sh₀ = 15 mg = 9.81 m/s²
t = s
3.Newton’s lawsMedium
15 kg30°F = 30 Nμ = 0.1

A 15 kg sled is pulled across level snow by a rope at 30° above the horizontal with a force of 30 N. The coefficient of kinetic friction is 0.1. Use g = 9.81 m/s². Find the acceleration a of the sled.

m = 15 kgF = 30 Nθ = 30°μ = 0.1g = 9.81 m/s²
a = m/s²
4.Newton’s lawsHard
m1​ = 9.5 kg7.5 kgθ = 25°

A 9.5 kg block on a ramp at 25° is connected by a light string over a frictionless pulley at the top of the ramp to a hanging 7.5 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 = 9.5 kgm2 = 7.5 kgθ = 25°μ = 0.15g = 9.81 m/s²
a = m/s²
5.Projectile motionMedium
87 my = ?v0​ = 38 m/s40°

A ball is kicked from level ground at 38 m/s and 40° above the horizontal towards a wall 87 m away. Ignore air resistance and use g = 9.81 m/s². At what height y does the ball pass the wall?

v₀ = 38 m/sθ = 40°x = 87 mg = 9.81 m/s²
y = m
6.Projectile motionHard
h = 30 mv0​ = 13 m/s45°range

A ball is launched at 45° 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 = 13 m/sθ = 45°h = 30 mg = 9.81 m/s²
t = s
7.Work & energyMedium
30°d = 10 mμ = 0.35

A block slides from rest down a slope at 30° to the horizontal. The coefficient of kinetic friction is 0.35. Find its speed v after it has slid 10 m along the slope.

θ = 30°μ = 0.35d = 10 mg = 9.81 m/s²
v = m/s
8.Work & energyHard
h = 4.5 mL = 5 mμ = 0.2k = 500 N/m

A 2.5 kg block is released from rest at height 4.5 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 = 500 N/m) on a smooth surface. Find the maximum compression x of the spring.

m = 2.5 kgh = 4.5 mL = 5 mμ = 0.2k = 500 N/mg = 9.81 m/s²
x = cm
9.Momentum & collisionsMedium
4 kg12 m/s2.5 kg

A 4 kg glider moving at 12 m/s makes a perfectly elastic head-on collision with a 2.5 kg glider at rest on a frictionless track. Find the velocity v′1 of the first glider after the collision (positive in its original direction).

m1 = 4 kgm2 = 2.5 kgv1 = 12 m/sv2 = 0
v′1 = m/s
10.Momentum & collisionsHard
22 m/s4 m/s

A 0.4 kg ball hits a wall at 22 m/s and bounces straight back at 4 m/s. The contact lasts 40 ms. Find the average force Favg of the wall on the ball.

m = 0.4 kgvin = 22 m/svout = 4 m/sΔt = 40 ms
Favg = N
11.Hydrostatic forceMedium
gated = 2 mH = 2 m

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

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

A vertical rectangular gate 1.5 m wide sits in the wall of a tank of glycerin, with its top edge 1 m below the surface. Find the depth ycp of the centre of pressure below the surface.

d = 1 mH = 2 mb = 1.5 mρ = 1260 kg/m³g = 9.81 m/s²
ycp = m
13.Continuity & BernoulliMedium
v = ?p0​pp0​ − p = 500 Pastagnation point

A pitot-static tube in a wind tunnel reads a difference of 500 Pa between the stagnation pressure and the static pressure. The air density is 1.2 kg/m³. Find the air speed v.

p0 − p = 500 Paρ = 1.2 kg/m³
v = m/s
14.Continuity & BernoulliHard
12d1​ = 75 mm, p1​ = 220 kPad2​ = 50 mm, p2​ = ?Δz = 1 m

Water flows up through a pipe that narrows from 75 mm to 50 mm while rising 1 m. At section 1 the pressure is 220 kPa and the velocity is 2.75 m/s. Ignoring losses, find the pressure p2 at section 2.

d1 = 75 mmd2 = 50 mmp1 = 220 kPav1 = 2.75 m/sΔz = 1 mρ = 1000 kg/m³
p2 = kPa
15.Ideal gas lawMedium
280 g of ArP = 250 kPaT = 5 °CV = ?

What volume V does 280 g of Ar occupy at 250 kPa and 5 °C? Treat it as an ideal gas.

m = 280 gM = 39.95 g/molP = 250 kPaT = 5 °CR = 8.314 J/(mol·K)
V = L
16.Ideal gas lawHard
State 1State 2

A fixed amount of He goes from 300 kPa, 20 L, 30 °C to 250 kPa and 90 °C. Find the new volume V2.

P1 = 300 kPaV1 = 20 LT1 = 30 °CP2 = 250 kPaT2 = 90 °C
V2 = L
17.Heat engines & refrigeratorsMedium
TH​ = 400 °CTL​ = 25 °CEQH​ = 2100 kJQL​W = ?

A heat engine works between a hot reservoir at 400 °C and a cold reservoir at 25 °C. It takes in 2100 kJ of heat. Find the most work Wmax it could possibly produce.

TH = 400 °CTL = 25 °CQH = 2100 kJ
Wmax = kJ
18.Heat engines & refrigeratorsHard
TH​ = 21 °CTL​ = 5 °CHPQ̇H​ = 17.5 kWQ̇L​Ẇ = ?

A heat pump delivers 17.5 kW of heat to a heating system at 21 °C, taking heat from a source at 5 °C. Its actual COP is 45% of the Carnot COP between these temperatures. Find the electrical power Ẇ it uses.

TH = 21 °CTL = 5 °CηII = 45%Q̇H = 17.5 kW
Ẇ = kW
19.Waves, sound & opticsMedium
θc = ?90°glycerol, n1​ = 1.47water, n2​ = 1.33

Light travels in glycerol (n = 1.47) towards a flat boundary with water (n = 1.33). Find the critical angle θc beyond which it is totally reflected.

n1 = 1.47n2 = 1.33
θc = °
20.Waves, sound & opticsHard
θn1​ = 1.52n2​ = 1.49n0​ = 1.00

An optical fibre has a core with n₁ = 1.52 and a cladding with n₂ = 1.49. Find its numerical aperture NA.

n1 = 1.52n2 = 1.49
NA =

3Solutions

1.Kinematics

Answer: t = 4.04 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.

Units

v₀ = 80/3.6 = 22.22 m/s

Braking time

0 = v₀ − a·t → t = v₀/a = 22.22/5.5 = 4.04 s

Answer

t = 4.04 s
2.Kinematics

Answer: t = 3.357 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.

−15 = 12·t − ½·9.81·t²
4.905·t² − 12·t − 15 = 0

Solve the quadratic

Only the positive root is physical.

t = (12 + √(12² + 2·9.81·15))/9.81 = 3.357 s

Answer

t = 3.357 s
3.Newton’s laws

Answer: a = 0.8511 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 = 147.2 − 30·sin 30° = 132.2 N

Horizontal forces

m·a = F·cos θ − μ·N = 25.98 − 13.22
a = 12.77/15 = 0.8511 m/s²

Answer

a = 0.8511 m/s²
4.Newton’s laws

Answer: a = 1.266 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 = 73.58 N
m₁·g·sin θ = 39.39 N
μ·m₁·g·cos θ = 12.67 N

Acceleration of the system

a = (73.58 − 39.39 − 12.67)/17 = 1.266 m/s²

Answer

a = 1.266 m/s²
5.Projectile motion

Answer: y = 29.19 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.

Time to the wall

vx = 38·cos 40° = 29.11 m/s
t = x/vx = 87/29.11 = 2.989 s

Height at that time

y = 24.43·2.989 − ½·9.81·2.989² = 29.19 m

Answer

y = 29.19 m

The ball is already on its way down at the wall.

6.Projectile motion

Answer: t = 3.582 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 = 13·cos 45° = 9.192 m/s
vy = v0·sin θ = 13·sin 45° = 9.192 m/s

Time in the air

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

0 = 30 + 9.192·t − 4.905·t²
t = (vy + √(vy² + 2gh))/g = (9.192 + √(84.5 + 588.6))/9.81 = 3.582 s

Answer

t = 3.582 s
7.Work & energy

Answer: v = 6.215 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 balance along the slope

The block drops a height d·sin θ while friction removes μmg·cos θ·d. The mass cancels.

½v² = g·d·(sin θ − μ·cos θ)
v = √(2·9.81·10·(0.5 − 0.35·0.866)) = 6.215 m/s

Answer

v = 6.215 m/s
8.Work & energy

Answer: x = 58.6 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 = 24.53·(4.5 − 0.2·5) = 85.84 J

Maximum compression

½kx² = 85.84 → x = √(2·85.84/500) = 0.586 m = 58.6 cm

Answer

x = 58.6 cm
9.Momentum & collisions

Answer: v′1 = 2.769 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 = (4 − 2.5)/(4 + 2.5)·12 = 2.769 m/s
v′2 = 2·4/(4 + 2.5)·12 = 14.77 m/s

Answer

v′1 = 2.769 m/s
10.Momentum & collisions

Answer: Favg = 260 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 = 0.4·(4 + 22) = 10.4 N·s

Average force

Favg = J/Δt = 10.4/0.04 = 260 N

Answer

Favg = 260 N
11.Hydrostatic force

Answer: F = 117.7 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 + 2/2 = 3 m
A = H·b = 2·2 = 4 m²
gated = 2 mH = 2 mF

Resultant force

F = ρ·g·yc·A = 1000·9.81·3·4 = 117.7 kN

Answer

F = 117.7 kN
12.Hydrostatic force

Answer: ycp = 2.167 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 + 2/2 = 2 m
A = H·b = 2·1.5 = 3 m²
gated = 1 mH = 2 mF

Resultant force

F = ρ·g·yc·A = 1260·9.81·2·3 = 74.16 kN

Centre of pressure

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

Ic = b·H³/12 = 1.5·2³/12 = 1 m⁴
ycp = yc + Ic/(yc·A) = 2 + 1/(2·3) = 2.167 m

Answer

ycp = 2.167 m
13.Continuity & Bernoulli

Answer: v = 28.87 m/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.

Bernoulli to the stagnation point

The flow comes to rest at the tip, so its kinetic energy shows up as extra pressure.

p0 − p = ½ρv²
v = √(2·500/1.2) = 28.87 m/s

Answer

v = 28.87 m/s
14.Continuity & Bernoulli

Answer: p2 = 194.8 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 = 2.75·(75/50)² = 6.188 m/s
½ρ(v1² − v2²) = ½·1000·(2.75² − 6.188²)/1000 = −15.36 kPa
ρgΔz = 1000·9.81·1/1000 = 9.81 kPa
p2 = p1 + ½ρ(v1² − v2²) − ρgΔz = 220 + (−15.36) − 9.81 = 194.8 kPa

Answer

p2 = 194.8 kPa
15.Ideal gas law

Answer: V = 64.83 L

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

Moles

n = 280/39.95 = 7.009 mol
T = 5 + 273.15 = 278.1 K

Volume

V = nRT/P = 7.009·8.314·278.1/250 = 64.83 L

Answer

V = 64.83 L
16.Ideal gas law

Answer: V2 = 28.75 L

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

Absolute temperatures

T1 = 303.1 K, T2 = 363.1 K

Combined gas law

V2 = V1·(P1/P2)·(T2/T1) = 20·(300/250)·(363.1/303.1) = 28.75 L

Answer

V2 = 28.75 L
17.Heat engines & refrigerators

Answer: Wmax = 1170 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 = 400 + 273.15 = 673.1 K
TL = 25 + 273.15 = 298.1 K

Carnot efficiency

ηmax = 1 − TL/TH = 1 − 298.1/673.1 = 55.71 %

Maximum work

Wmax = ηmax·QH = 0.5571·2100 = 1170 kJ

Answer

Wmax = 1170 kJ
18.Heat engines & refrigerators

Answer: Ẇ = 2.115 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 = 21 + 273.15 = 294.1 K
TL = 5 + 273.15 = 278.1 K

Carnot and actual COP

COPmax = 294.1/(294.1 − 278.1) = 18.38
COP = 0.45·18.38 = 8.273

Power input

Ẇ = Q̇H/COP = 17.5/8.273 = 2.115 kW

Answer

Ẇ = 2.115 kW
19.Waves, sound & optics

Answer: θc = 64.79 °

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 = 1.33/1.47 = 0.9048

Critical angle

θc = arcsin(0.9048) = 64.79°

Answer

θc = 64.79°
20.Waves, sound & optics

Answer: NA = 0.3005

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.

Critical angle at the cladding

sin θc = 1.49/1.52 = 0.9803 → θc = 78.6°

Numerical aperture

NA = √(1.52² − 1.49²) = 0.3005

Answer

NA = 0.3005

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