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)4.274 s27.78

A car driving at 100 km/h brakes with a constant deceleration of 6.5 m/s² until it stops. Find the braking distance s.

v₀ = 100 km/ha = −6.5 m/s²v = 0
s = m
2.KinematicsHard
AB: 12 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 12 m/s. Ignore air resistance and use g = 9.81 m/s². When do the balls meet? Find t.

H = 20 mv0B = 12 m/sg = 9.81 m/s²
t = s
3.Newton’s lawsMedium
θ = 35°25 kgF = ?

A 25 kg box is pushed up a ramp at 35° to the horizontal at constant speed, by a force parallel to the ramp. The coefficient of kinetic friction is 0.3. Use g = 9.81 m/s². Find the pushing force F.

m = 25 kgθ = 35°μ = 0.3g = 9.81 m/s²
F = N
4.Newton’s lawsHard
m1​ = 1.5 kg5 kgμ = 0.25

A 1.5 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 0.25. Use g = 9.81 m/s². Find the acceleration a of the system.

m1 = 1.5 kgm2 = 5 kgμ = 0.25g = 9.81 m/s²
a = m/s²
5.Projectile motionMedium
13 my = ?v0​ = 14 m/s55°

A ball is kicked from level ground at 14 m/s and 55° above the horizontal towards a wall 13 m away. Ignore air resistance and use g = 9.81 m/s². At what height y does the ball pass the wall?

v₀ = 14 m/sθ = 55°x = 13 mg = 9.81 m/s²
y = m
6.Projectile motionHard
h = 60 mv0​ = 26 m/s55°range

A ball is launched at 55° above horizontal from the top of a 60 m cliff. Ignore air resistance. Find the time of flight t until the ball hits the ground.

v0 = 26 m/sθ = 55°h = 60 mg = 9.81 m/s²
t = s
7.Work & energyMedium
35°d = 17 mμ = 0.1

A 10 kg block slides 17 m down a slope at 35° to the horizontal, with a coefficient of kinetic friction of 0.1. Find the work Wf done against friction.

m = 10 kgθ = 35°μ = 0.1d = 17 mg = 9.81 m/s²
Wf = J
8.Work & energyHard
h = 5 mL = 3 mμ = 0.25k = 1500 N/m

A 2.5 kg block is released from rest at height 5 m on a smooth ramp. At the bottom it crosses a rough horizontal strip 3 m long (μ = 0.25) and then runs onto a spring (k = 1500 N/m) on a smooth surface. Find the maximum compression x of the spring.

m = 2.5 kgh = 5 mL = 3 mμ = 0.25k = 1500 N/mg = 9.81 m/s²
x = cm
9.Momentum & collisionsMedium
4 kg5 m/s1 kg

A 4 kg glider moving at 5 m/s makes a perfectly elastic head-on collision with a 1 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 = 1 kgv1 = 5 m/sv2 = 0
v′1 = m/s
10.Momentum & collisionsHard
1800 kg12 m/s2000 kg14 m/sθ = ?

At a crossing a 1800 kg car travelling east at 12 m/s collides with a 2000 kg car travelling north at 14 m/s. The cars lock together. Find the direction θ of the wreck just after the collision, measured north of east.

m1 = 1800 kgv1 = 12 m/s (E)m2 = 2000 kgv2 = 14 m/s (N)
θ = °
11.Hydrostatic forceMedium
gated = 2 mH = 3 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 = 3 mb = 2 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 water, with its top edge 1 m below the surface. Find the resultant hydrostatic force F on the gate.

d = 1 mH = 1.5 mb = 1 mρ = 1000 kg/m³g = 9.81 m/s²
F = kN
13.Continuity & BernoulliMedium
v = ?p0​pp0​ − p = 15 kPastagnation point

A pitot-static tube in a water pipe reads a difference of 15 kPa between the stagnation pressure and the static pressure. Find the water velocity v at the tip.

p0 − p = 15 kPaρ = 1000 kg/m³
v = m/s
14.Continuity & BernoulliHard
d1​ = 150 mmd2​ = 100 mm12Δh = 140 mmmercuryQ = ?

A horizontal venturi meter (inlet 150 mm, throat 100 mm) carries water. A mercury U-tube manometer connected between the inlet and the throat shows a level difference of 140 mm. The discharge coefficient is 0.99. 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 = 150 mmd2 = 100 mmΔh = 140 mmCd = 0.99ρHg = 13 600 kg/m³g = 9.81 m/s²
Q = L/s
15.Ideal gas lawMedium
90 g of N₂V = 50 LT = 35 °CP = ?

A tank of 50 L contains 90 g of N₂ at 35 °C. Treat it as an ideal gas and find the pressure P.

m = 90 gM = 28.01 g/molV = 50 LT = 35 °CR = 8.314 J/(mol·K)
P = kPa
16.Ideal gas lawHard
State 1State 2

A fixed amount of N₂ goes from 200 kPa, 2 L, 20 °C to 450 kPa and 210 °C. Find the new volume V2.

P1 = 200 kPaV1 = 2 LT1 = 20 °CP2 = 450 kPaT2 = 210 °C
V2 = L
17.Heat engines & refrigeratorsMedium
TH​ = 750 °CTL​ = 15 °CEQH​QL​W

A heat engine works between a hot reservoir at 750 °C and a cold reservoir at 15 °C. Find the highest possible thermal efficiency ηmax.

TH = 750 °CTL = 15 °C
ηmax = %
18.Heat engines & refrigeratorsHard
TH​ = 28 °CTL​ = 2 °CRQ̇H​Q̇L​ = 1 kWẆ = ?

A refrigerator keeps its cold space at 2 °C in a kitchen at 28 °C, removing heat from the cold space at 1 kW. Find the minimum power input Ẇmin.

TH = 28 °CTL = 2 °CQ̇L = 1 kW
Ẇmin = kW
19.Waves, sound & opticsMedium
FFdo​ = 25 cmf = 8 cm

An object stands 25 cm in front of a thin converging lens with a focal length of 8 cm. Find the magnification m (negative for an inverted image).

do = 25 cmf = 8 cm
m =
20.Waves, sound & opticsHard
θa​ = ?n1​ = 1.52n2​ = 1.42n0​ = 1.00

An optical fibre has a core with n₁ = 1.52 and a cladding with n₂ = 1.42. Find the largest angle θa to the fibre axis at which light from air can enter the end of the fibre and still be guided by total internal reflection.

n1 = 1.52n2 = 1.42n0 = 1.00
θa = °

3Solutions

1.Kinematics

Answer: s = 59.35 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 = 100/3.6 = 27.78 m/s

Braking distance

0 = v₀² − 2·a·s → s = v₀²/(2a) = 27.78²/(2·6.5) = 59.35 m

Answer

s = 59.35 m
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.

20 − ½g·t² = 12·t − ½g·t² → t = 20/12 = 1.667 s

Answer

t = 1.667 s
3.Newton’s laws

Answer: F = 200.9 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.

Forces along the slope

Constant speed: the forces balance.

F = m·g·sin θ + μ·m·g·cos θ

Pushing force

F = 140.7 + 60.27 = 200.9 N

Answer

F = 200.9 N
4.Newton’s laws

Answer: a = 6.98 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.

Acceleration of the system

a = (m2·g − μ·m1·g)/(m1 + m2) = (49.05 − 3.679)/6.5 = 6.98 m/s²

Answer

a = 6.98 m/s²
5.Projectile motion

Answer: y = 5.71 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 = 14·cos 55° = 8.03 m/s
t = x/vx = 13/8.03 = 1.619 s

Height at that time

y = 11.47·1.619 − ½·9.81·1.619² = 5.71 m

Answer

y = 5.71 m

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

6.Projectile motion

Answer: t = 6.288 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 = 26·cos 55° = 14.91 m/s
vy = v0·sin θ = 26·sin 55° = 21.3 m/s

Time in the air

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

0 = 60 + 21.3·t − 4.905·t²
t = (vy + √(vy² + 2gh))/g = (21.3 + √(453.6 + 1177))/9.81 = 6.288 s

Answer

t = 6.288 s
7.Work & energy

Answer: Wf = 136.6 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 = 98.1·0.8192 = 80.36 N
F = μN = 0.1·80.36 = 8.036 N

Work against friction

Wf = F·d = 8.036·17 = 136.6 J

Answer

Wf = 136.6 J
8.Work & energy

Answer: x = 37.28 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·(5 − 0.25·3) = 104.2 J

Maximum compression

½kx² = 104.2 → x = √(2·104.2/1500) = 0.3728 m = 37.28 cm

Answer

x = 37.28 cm
9.Momentum & collisions

Answer: v′1 = 3 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 − 1)/(4 + 1)·5 = 3 m/s
v′2 = 2·4/(4 + 1)·5 = 8 m/s

Answer

v′1 = 3 m/s
10.Momentum & collisions

Answer: θ = 52.35 °

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 = 1800·12 = 21600 kg·m/s
py = 2000·14 = 28000 kg·m/s

Direction

tan θ = py/px = 1.296 → θ = 52.35°

Answer

θ = 52.35°
11.Hydrostatic force

Answer: F = 206 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 = 1000·9.81·3.5·6 = 206 kN

Answer

F = 206 kN
12.Hydrostatic force

Answer: F = 25.75 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 + 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 = 1000·9.81·1.75·1.5 = 25.75 kN

Answer

F = 25.75 kN
13.Continuity & Bernoulli

Answer: v = 5.477 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 = √(2·15000/1000) = 5.477 m/s

Answer

v = 5.477 m/s
14.Continuity & Bernoulli

Answer: Q = 51.06 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)·9.81·0.14 = 17305 Pa

Throat velocity

Continuity and Bernoulli together give the ideal throat velocity.

β = 100/150 = 0.6667
v2 = √(2·17305/(1000·(1 − 0.1975))) = 6.567 m/s

Actual flow rate

Q = Cd·A2·v2 = 0.99·0.007854·6.567 = 0.05106 m³/s = 51.06 L/s

Answer

Q = 51.06 L/s
15.Ideal gas law

Answer: P = 164.6 kPa

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

Moles

n = m/M = 90/28.01 = 3.213 mol
T = 35 + 273.15 = 308.1 K

Pressure

P = nRT/V = 3.213·8.314·308.1/0.05 = 164.6 kPa

Answer

P = 164.6 kPa
16.Ideal gas law

Answer: V2 = 1.465 L

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

Absolute temperatures

T1 = 293.1 K, T2 = 483.1 K

Combined gas law

V2 = V1·(P1/P2)·(T2/T1) = 2·(200/450)·(483.1/293.1) = 1.465 L

Answer

V2 = 1.465 L
17.Heat engines & refrigerators

Answer: ηmax = 71.84 %

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 = 15 + 273.15 = 288.1 K

Carnot efficiency

ηmax = 1 − TL/TH = 1 − 288.1/1023 = 71.84 %

Answer

ηmax = 71.84 %
18.Heat engines & refrigerators

Answer: Ẇmin = 0.09449 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 = 2 + 273.15 = 275.1 K

Best possible COP

COPR,max = TL/(TH − TL) = 275.1/(301.1 − 275.1) = 10.58

Minimum power

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

Ẇmin = Q̇L/COP = 1/10.58 = 0.09449 kW

Answer

Ẇmin = 0.09449 kW
19.Waves, sound & optics

Answer: m = −0.4706

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.

Thin-lens equation

1/di = 1/f − 1/do = 1/8 − 1/25
di = 11.76 cm
FF25 cmf = 8 cm

Magnification

m = −di/do = −11.76/25 = −0.4706

Answer

m = −0.4706
20.Waves, sound & optics

Answer: θa = 32.83 °

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 = 1.42/1.52 = 0.9342 → θc = 69.1°

Numerical aperture

NA = √(1.52² − 1.42²) = 0.5422

Acceptance angle

θa = arcsin(0.5422) = 32.83°

Answer

θa = 32.83°

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