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 s33.33

A driver moving at 120 km/h sees an obstacle. Her reaction time is 0.9 s, after which the car brakes with a constant deceleration of 7 m/s². Find the total stopping distance d from the moment she sees the obstacle.

v₀ = 120 km/htr = 0.9 sa = −7 m/s²
d = m
2.KinematicsHard
t (s)v (m/s)8 s

A tram starts from rest and accelerates at 2.5 m/s² for 8 s, then runs at constant speed for 29 s, and finally brakes at 2 m/s² until it stops. Find the total travel time t.

a1 = 2.5 m/s²t1 = 8 st2 = 29 sa3 = −2 m/s²
t = s
3.Newton’s lawsMedium
θ = 45°a = ?m = 12 kg

A 12 kg block slides down a slope at 45° to the horizontal. The coefficient of kinetic friction is 0.3. Use g = 9.81 m/s². Find the acceleration a of the block along the slope.

m = 12 kgθ = 45°μ = 0.3g = 9.81 m/s²
a = m/s²
4.Newton’s lawsHard
4 kg3 kgTF = 55 Nμ = 0.1

Two blocks on a level floor are joined by a light horizontal string. A horizontal force of 55 N pulls the front 3 kg block; the 4 kg block is towed behind. The coefficient of kinetic friction is 0.1 for both blocks. Use g = 9.81 m/s². Find the tension T in the connecting string.

m1 = 4 kgm2 = 3 kgF = 55 Nμ = 0.1g = 9.81 m/s²
T = N
5.Projectile motionMedium
v0​ = 18 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 = 18 m/sθ = 25°g = 9.81 m/s²
H = m
6.Projectile motionHard
28 mv0​ = 33 m/s60°x = ?

A ball is thrown from ground level at 33 m/s and 60° above the horizontal. It lands on the flat roof of a building 28 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 = 33 m/sθ = 60°hroof = 28 mg = 9.81 m/s²
x = m
7.Work & energyMedium
45°L = 2 m0.5 kg

A 0.5 kg ball hangs on a light string of length 2 m. It is pulled aside until the string makes 45° with the vertical and released from rest. Find the tension T in the string when the ball passes the lowest point.

m = 0.5 kgL = 2 mθ = 45°g = 9.81 m/s²
T = N
8.Work & energyHard
h = 1 mL = 1 mμ = 0.2k = 2000 N/m

A 2.5 kg block is released from rest at height 1 m on a smooth ramp. At the bottom it crosses a rough horizontal strip 1 m long (μ = 0.2) and then runs onto a spring (k = 2000 N/m) on a smooth surface. Find the maximum compression x of the spring.

m = 2.5 kgh = 1 mL = 1 mμ = 0.2k = 2000 N/mg = 9.81 m/s²
x = cm
9.Momentum & collisionsMedium
5 kg8 m/s2 kg

A 5 kg glider moving at 8 m/s makes a perfectly elastic head-on collision with a 2 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 = 5 kgm2 = 2 kgv1 = 8 m/sv2 = 0
v′1 = m/s
10.Momentum & collisionsHard
3 kgv = ?20 g35°L = 1.1 m

A 20 g bullet is fired horizontally into a 3 kg block hanging from light strings 1.1 m long, and stays in it. The strings swing out to a largest angle of 35° from the vertical. Use g = 9.81 m/s². Find the speed v of the bullet before impact.

m = 20 gM = 3 kgL = 1.1 mθ = 35°g = 9.81 m/s²
v = m/s
11.Hydrostatic forceMedium
gated = 1 mH = 2 m

A vertical rectangular gate 1.5 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 = 2 mb = 1.5 mρ = 1000 kg/m³g = 9.81 m/s²
F = kN
12.Hydrostatic forceHard
gated = 1 mH = 1.5 m

A vertical rectangular gate 3 m wide sits in the wall of a tank of glycerin, with its top edge 1 m below the surface. Find the resultant hydrostatic force F on the gate.

d = 1 mH = 1.5 mb = 3 mρ = 1260 kg/m³g = 9.81 m/s²
F = kN
13.Continuity & BernoulliMedium
12d1​ = 200 mm, p1​ = 400 kPad2​ = 75 mm, p2​ = ?

Water flows through a horizontal pipe that narrows from 200 mm to 75 mm. In the wide section the pressure is 400 kPa and the velocity is 0.5 m/s. Ignoring losses, find the pressure p2 in the narrow section.

d1 = 200 mmd2 = 75 mmp1 = 400 kPav1 = 0.5 m/sρ = 1000 kg/m³
p2 = kPa
14.Continuity & BernoulliHard
H = ?d1​ = 75 mmp1​ = 80 kPad2​ = 20 mm

A fountain nozzle points straight up. Just below the nozzle the supply pipe has a diameter of 75 mm and a gauge pressure of 80 kPa. The nozzle exit diameter is 20 mm, and the height difference across the nozzle is negligible. Ignoring losses and air resistance, find the height H the jet rises above the nozzle. Use g = 9.81 m/s².

d1 = 75 mmp1 = 80 kPa (gauge)d2 = 20 mmρ = 1000 kg/m³g = 9.81 m/s²
H = m
15.Ideal gas lawMedium
150 g of N₂V = 5 LT = 0 °CP = ?

A tank of 5 L contains 150 g of N₂ at 0 °C. Treat it as an ideal gas and find the pressure P.

m = 150 gM = 28.01 g/molV = 5 LT = 0 °CR = 8.314 J/(mol·K)
P = kPa
16.Ideal gas lawHard
CO₂, M = 44.01 g/molP = 800 kPaT = 30 °Cρ = ?

Find the density ρ of CO₂ at 800 kPa and 30 °C, treating it as an ideal gas.

M = 44.01 g/molP = 800 kPaT = 30 °CR = 8.314 J/(mol·K)
ρ = kg/m³
17.Heat engines & refrigeratorsMedium
TH​ = 450 °CTL​ = 5 °CEQH​QL​W

A heat engine works between a hot reservoir at 450 °C and a cold reservoir at 5 °C. Find the highest possible thermal efficiency ηmax.

TH = 450 °CTL = 5 °C
ηmax = %
18.Heat engines & refrigeratorsHard
TH​ = 35 °CTL​ = -5 °CHPQ̇H​ = 17 kWQ̇L​Ẇ = ?

A heat pump delivers 17 kW of heat to a heating system at 35 °C, taking heat from a source at -5 °C. Its actual COP is 40% of the Carnot COP between these temperatures. Find the electrical power Ẇ it uses.

TH = 35 °CTL = -5 °CηII = 40%Q̇H = 17 kW
Ẇ = kW
19.Waves, sound & opticsMedium
L = 0.4 mn = 5

A string fixed at both ends is 0.4 m long; waves travel on it at 240 m/s. Find the frequency f5 of its harmonic number 5.

v = 240 m/sn = 5L = 0.4 m
f5 = Hz
20.Waves, sound & opticsHard
λ = ?d = 0.1 mmL = 1 m13.5 mm

Two slits 0.1 mm apart are lit with monochromatic light. On a screen 1 m away, bright fringe number 3 lies 13.5 mm from the central fringe. Find the wavelength λ.

d = 0.1 mmL = 1 my3 = 13.5 mmm = 3
λ = nm

3Solutions

1.Kinematics

Answer: d = 109.4 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 = 120/3.6 = 33.33 m/s

Reaction distance

d1 = v₀·tr = 33.33·0.9 = 30 m

Braking distance

d2 = v₀²/(2a) = 33.33²/(2·7) = 79.37 m

Total

d = 30 + 79.37 = 109.4 m

Answer

d = 109.4 m
2.Kinematics

Answer: t = 47 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.

Top speed

v = a1·t1 = 2.5·8 = 20 m/s

Braking time

t3 = v/a3 = 20/2 = 10 s

Total time

t = 8 + 29 + 10 = 47 s

Answer

t = 47 s
3.Newton’s laws

Answer: a = 4.856 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 45° − 0.3·cos 45°) = 9.81·(0.7071 − 0.2121) = 4.856 m/s²

Answer

a = 4.856 m/s²
4.Newton’s laws

Answer: T = 31.43 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.

Whole system

a = (F − μ·(m1 + m2)·g)/(m1 + m2) = (55 − 6.867)/7 = 6.876 m/s²

Rear block alone

T = m1·(a + μ·g) = 4·(6.876 + 0.981) = 31.43 N

Answer

T = 31.43 N

With the same μ on both blocks, friction drops out: T = F·m₁/(m₁ + m₂).

5.Projectile motion

Answer: H = 2.949 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 = 18·cos 25° = 16.31 m/s
vy = v0·sin θ = 18·sin 25° = 7.607 m/s

Highest point

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

H = vy²/(2g) = 7.607²/(2·9.81) = 2.949 m

Answer

H = 2.949 m
6.Projectile motion

Answer: x = 75.57 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 = 16.5 m/s, vy = 28.58 m/s

Time to land on the roof

Larger root: the ball is descending.

28 = 28.58·t − 4.905·t²
t = (28.58 + √(28.58² − 2·9.81·28))/9.81 = 4.58 s

Horizontal distance

x = vx·t = 16.5·4.58 = 75.57 m

Answer

x = 75.57 m
7.Work & energy

Answer: T = 7.778 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 bottom

v² = 2gL(1 − cos θ) = 2·9.81·2·(1 − cos 45°) = 11.49 m²/s²

Forces at the bottom

m·g = 0.5·9.81 = 4.905 N
T = mg + mv²/L = 4.905 + 0.5·11.49/2 = 7.778 N

Answer

T = 7.778 N

Check: T = mg(3 − 2cos θ) = 7.778 N.

8.Work & energy

Answer: x = 14.01 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·(1 − 0.2·1) = 19.62 J

Maximum compression

½kx² = 19.62 → x = √(2·19.62/2000) = 0.1401 m = 14.01 cm

Answer

x = 14.01 cm
9.Momentum & collisions

Answer: v′1 = 3.429 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 = (5 − 2)/(5 + 2)·8 = 3.429 m/s
v′2 = 2·5/(5 + 2)·8 = 11.43 m/s

Answer

v′1 = 3.429 m/s
10.Momentum & collisions

Answer: v = 298.3 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.

Rise of the block

h = L·(1 − cos θ) = 1.1·(1 − cos 35°) = 0.1989 m

Speed after impact

V = √(2·9.81·0.1989) = 1.976 m/s

Collision

v = (m + M)·V/m = 3.02·1.976/0.02 = 298.3 m/s

Answer

v = 298.3 m/s
11.Hydrostatic force

Answer: F = 58.86 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 + 2/2 = 2 m
A = H·b = 2·1.5 = 3 m²
gated = 1 mH = 2 mF

Resultant force

F = ρ·g·yc·A = 1000·9.81·2·3 = 58.86 kN

Answer

F = 58.86 kN
12.Hydrostatic force

Answer: F = 97.34 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 = 1.5·3 = 4.5 m²
gated = 1 mH = 1.5 mF

Resultant force

F = ρ·g·yc·A = 1260·9.81·1.75·4.5 = 97.34 kN

Answer

F = 97.34 kN
13.Continuity & Bernoulli

Answer: p2 = 393.8 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 = 0.5·(200/75)² = 3.556 m/s
½ρ(v1² − v2²) = ½·1000·(0.5² − 3.556²)/1000 = −6.196 kPa
p2 = p1 + ½ρ(v1² − v2²) = 400 + (−6.196) = 393.8 kPa

Answer

p2 = 393.8 kPa
14.Continuity & Bernoulli

Answer: H = 8.196 m

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.

Exit velocity

β = 20/75 = 0.2667
v2 = √(2p1/(ρ(1 − β⁴))) = √(2·80000/(1000·0.9949)) = 12.68 m/s

Height of the jet

Bernoulli along the jet: at the top the velocity is zero and the pressure is atmospheric again.

H = v2²/(2g) = 12.68²/(2·9.81) = 8.196 m

Answer

H = 8.196 m
15.Ideal gas law

Answer: P = 2432 kPa

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

Moles

n = m/M = 150/28.01 = 5.355 mol
T = 0 + 273.15 = 273.1 K

Pressure

P = nRT/V = 5.355·8.314·273.1/0.005 = 2432 kPa

Answer

P = 2432 kPa
16.Ideal gas law

Answer: ρ = 13.97 kg/m³

Ideal gas density: ρ = PM/(RT).

Rearrange the gas law

PV = (m/M)RT → ρ = m/V = PM/(RT)
T = 30 + 273.15 = 303.1 K

Density

ρ = 800·44.01/(8.314·303.1) = 13.97 kg/m³

Answer

ρ = 13.97 kg/m³
17.Heat engines & refrigerators

Answer: ηmax = 61.54 %

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 = 450 + 273.15 = 723.1 K
TL = 5 + 273.15 = 278.1 K

Carnot efficiency

ηmax = 1 − TL/TH = 1 − 278.1/723.1 = 61.54 %

Answer

ηmax = 61.54 %
18.Heat engines & refrigerators

Answer: Ẇ = 5.517 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 = 268.1 K

Carnot and actual COP

COPmax = 308.1/(308.1 − 268.1) = 7.704
COP = 0.4·7.704 = 3.081

Power input

Ẇ = Q̇H/COP = 17/3.081 = 5.517 kW

Answer

Ẇ = 5.517 kW
19.Waves, sound & optics

Answer: f5 = 1500 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 = 2·0.4/5 = 0.16 m

Frequency

f = v/λ = 240/0.16 = 1500 Hz

Answer

f5 = 1500 Hz
20.Waves, sound & optics

Answer: λ = 450 nm

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, …

Wavelength

λ = y·d/(mL) = 0.0135·0.0001/(3·1) = 4.5 × 10⁻⁷ m = 450 nm

Answer

λ = 450 nm

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