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 = ?16.67

A car driving at 60 km/h brakes with a constant deceleration of 8 m/s² until it stops. How long does braking take? Find t.

v₀ = 60 km/ha = −8 m/s²v = 0
t = s
2.KinematicsHard
v₀ = 7 m/s40 m

A ball is thrown straight up at 7 m/s from the edge of a roof 40 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 = 7 m/sh₀ = 40 mg = 9.81 m/s²
t = s
3.Newton’s lawsMedium
40 kg15°F = 180 Nμ = 0.2

A 40 kg sled is pulled across level snow by a rope at 15° above the horizontal with a force of 180 N. The coefficient of kinetic friction is 0.2. Use g = 9.81 m/s². Find the acceleration a of the sled.

m = 40 kgF = 180 Nθ = 15°μ = 0.2g = 9.81 m/s²
a = m/s²
4.Newton’s lawsHard
3 kg4 kgTF = 95 Nμ = 0.15

Two blocks on a level floor are joined by a light horizontal string. A horizontal force of 95 N pulls the front 4 kg block; the 3 kg block is towed behind. The coefficient of kinetic friction is 0.15 for both blocks. Use g = 9.81 m/s². Find the tension T in the connecting string.

m1 = 3 kgm2 = 4 kgF = 95 Nμ = 0.15g = 9.81 m/s²
T = N
5.Projectile motionMedium
v0​ = 26 m/sθ = ?R = 60 m

A ball is launched from level ground at 26 m/s and must land 60 m away. Ignore air resistance and use g = 9.81 m/s². Find the smaller of the two possible launch angles θ.

v₀ = 26 m/sR = 60 mg = 9.81 m/s²
θ = °
6.Projectile motionHard
h = 15 mv0​ = 24 m/s55°x = ?

A ball is launched at 55° above horizontal from the top of a 15 m cliff. Ignore air resistance. Find the horizontal distance x travelled before the ball hits the ground.

v0 = 24 m/sθ = 55°h = 15 mg = 9.81 m/s²
x = m
7.Work & energyMedium
100 km/h

A car travelling at 100 km/h on a level road brakes hard and skids to a stop with its wheels locked. The coefficient of kinetic friction between the tyres and the road is 0.7. Find the stopping distance d.

v = 100 km/hμ = 0.7g = 9.81 m/s²
d = m
8.Work & energyHard
h = 4 mL = 3.5 mμ = 0.1k = 800 N/m

A 1 kg block is released from rest at height 4 m on a smooth ramp. At the bottom it crosses a rough horizontal strip 3.5 m long (μ = 0.1) and then runs onto a spring (k = 800 N/m) on a smooth surface. Find the maximum compression x of the spring.

m = 1 kgh = 4 mL = 3.5 mμ = 0.1k = 800 N/mg = 9.81 m/s²
x = cm
9.Momentum & collisionsMedium
1400 kg5 m/s1700 kg

A 1400 kg car moving at 5 m/s runs into a stationary 1700 kg car and the two lock together. What percentage ΔK/K of the original kinetic energy is lost?

m1 = 1400 kgv1 = 5 m/sm2 = 1700 kgv2 = 0
ΔK/K = %
10.Momentum & collisionsHard
1 kgv = ?12 g30°L = 0.7 m

A 12 g bullet is fired horizontally into a 1 kg block hanging from light strings 0.7 m long, and stays in it. The strings swing out to a largest angle of 30° from the vertical. Use g = 9.81 m/s². Find the speed v of the bullet before impact.

m = 12 gM = 1 kgL = 0.7 mθ = 30°g = 9.81 m/s²
v = m/s
11.Hydrostatic forceMedium
gated = 1.5 mH = 1 m

A vertical rectangular gate 1.5 m wide sits in the wall of a tank of water, with its top edge 1.5 m below the surface. Find the resultant hydrostatic force F on the gate.

d = 1.5 mH = 1 mb = 1.5 mρ = 1000 kg/m³g = 9.81 m/s²
F = kN
12.Hydrostatic forceHard
gated = 3 mH = 1 m

A vertical rectangular gate 1 m wide sits in the wall of a tank of seawater, with its top edge 3 m below the surface. Find the depth ycp of the centre of pressure below the surface.

d = 3 mH = 1 mb = 1 mρ = 1025 kg/m³g = 9.81 m/s²
ycp = m
13.Continuity & BernoulliMedium
12d1​ = 75 mm, p1​ = 310 kPad2​ = 50 mm, p2​ = ?

Water flows through a horizontal pipe that narrows from 75 mm to 50 mm. In the wide section the pressure is 310 kPa and the velocity is 2 m/s. Ignoring losses, find the pressure p2 in the narrow section.

d1 = 75 mmd2 = 50 mmp1 = 310 kPav1 = 2 m/sρ = 1000 kg/m³
p2 = kPa
14.Continuity & BernoulliHard
d1​ = 150 mmd2​ = 100 mm12Δh = 200 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 200 mm. The discharge coefficient is 0.95. 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 = 200 mmCd = 0.95ρHg = 13 600 kg/m³g = 9.81 m/s²
Q = L/s
15.Ideal gas lawMedium
240 g of N₂P = 600 kPaT = 25 °CV = ?

What volume V does 240 g of N₂ occupy at 600 kPa and 25 °C? Treat it as an ideal gas.

m = 240 gM = 28.01 g/molP = 600 kPaT = 25 °CR = 8.314 J/(mol·K)
V = L
16.Ideal gas lawHard
State 1State 2

A fixed amount of N₂ goes from 150 kPa, 2 L, 35 °C to 200 kPa and 60 °C. Find the new volume V2.

P1 = 150 kPaV1 = 2 LT1 = 35 °CP2 = 200 kPaT2 = 60 °C
V2 = L
17.Heat engines & refrigeratorsMedium
TH​ = 400 °CTL​ = ?EQH​ = 2200 kJQL​ = 909 kJW

A reversible (Carnot) heat engine takes in 2200 kJ of heat from a reservoir at 400 °C and rejects 909 kJ per cycle. Find the temperature TL of the cold reservoir in °C.

TH = 400 °CQH = 2200 kJQL = 909 kJ
TL = °C
18.Heat engines & refrigeratorsHard
TH​ = 20 °CTL​ = -5 °CHPQ̇H​ = 6 kWQ̇L​Ẇ = ?

A heat pump keeps a house at 20 °C while it is -5 °C outside, delivering 6 kW of heat to the house. Find the minimum power input Ẇmin.

TH = 20 °CTL = -5 °CQ̇H = 6 kW
Ẇmin = kW
19.Waves, sound & opticsMedium
L = 0.65 mn = 5

A pipe open at both ends is 0.65 m long. The speed of sound is 343 m/s. Find the frequency f5 of its harmonic number 5.

v = 343 m/sn = 5L = 0.65 m
f5 = Hz
20.Waves, sound & opticsHard
λ = ?45°

A grating with 1200 lines per millimetre shows the order-1 maximum of a spectral line at 45° from the straight-through direction. Find the wavelength λ of the line.

N = 1200 mm⁻¹θ1 = 45°m = 1
λ = nm

3Solutions

1.Kinematics

Answer: t = 2.083 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 = 60/3.6 = 16.67 m/s

Braking time

0 = v₀ − a·t → t = v₀/a = 16.67/8 = 2.083 s

Answer

t = 2.083 s
2.Kinematics

Answer: t = 3.657 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.

−40 = 7·t − ½·9.81·t²
4.905·t² − 7·t − 40 = 0

Solve the quadratic

Only the positive root is physical.

t = (7 + √(7² + 2·9.81·40))/9.81 = 3.657 s

Answer

t = 3.657 s
3.Newton’s laws

Answer: a = 2.618 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 = 392.4 − 180·sin 15° = 345.8 N

Horizontal forces

m·a = F·cos θ − μ·N = 173.9 − 69.16
a = 104.7/40 = 2.618 m/s²

Answer

a = 2.618 m/s²
4.Newton’s laws

Answer: T = 40.71 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) = (95 − 10.3)/7 = 12.1 m/s²

Rear block alone

T = m1·(a + μ·g) = 3·(12.1 + 1.472) = 40.71 N

Answer

T = 40.71 N

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

5.Projectile motion

Answer: θ = 30.27 °

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.

Range formula

R = v₀²·sin 2θ/g → sin 2θ = 9.81·60/26² = 0.8707

Angle

2θ = 60.54° → θ = 30.27°

Answer

θ = 30.27°

The other solution is 90° − θ = 59.73°.

6.Projectile motion

Answer: x = 64.2 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 = 24·cos 55° = 13.77 m/s
vy = v0·sin θ = 24·sin 55° = 19.66 m/s

Time in the air

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

0 = 15 + 19.66·t − 4.905·t²
t = (vy + √(vy² + 2gh))/g = (19.66 + √(386.5 + 294.3))/9.81 = 4.664 s

Horizontal distance

x = vx·t = 13.77·4.664 = 64.2 m

Answer

x = 64.2 m
7.Work & energy

Answer: d = 56.18 m

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).

Speed in base units

v = 100/3.6 = 27.78 m/s

Energy balance

½mv² = μmg·d → d = v²/(2μg) = 27.78²/(2·0.7·9.81) = 56.18 m

Answer

d = 56.18 m

Doubling the speed makes the stopping distance four times longer.

8.Work & energy

Answer: x = 29.92 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 = 9.81·(4 − 0.1·3.5) = 35.81 J

Maximum compression

½kx² = 35.81 → x = √(2·35.81/800) = 0.2992 m = 29.92 cm

Answer

x = 29.92 cm
9.Momentum & collisions

Answer: ΔK/K = 54.84 %

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.

Common velocity

v′ = m1·v1/(m1 + m2) = 1400·5/3100 = 2.258 m/s

Kinetic energy before and after

Kbefore = ½·1400·5² = 17500 J
Kafter = ½·3100·2.258² = 7903 J

Fraction lost

ΔK/K = 9597/17500 = 54.84 %

Answer

ΔK/K = 54.84 %

The lost energy goes into deformation, heat and sound.

10.Momentum & collisions

Answer: v = 114.4 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) = 0.7·(1 − cos 30°) = 0.09378 m

Speed after impact

V = √(2·9.81·0.09378) = 1.356 m/s

Collision

v = (m + M)·V/m = 1.012·1.356/0.012 = 114.4 m/s

Answer

v = 114.4 m/s
11.Hydrostatic force

Answer: F = 29.43 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 = 1.5 + 1/2 = 2 m
A = H·b = 1·1.5 = 1.5 m²
gated = 1.5 mH = 1 mF

Resultant force

F = ρ·g·yc·A = 1000·9.81·2·1.5 = 29.43 kN

Answer

F = 29.43 kN
12.Hydrostatic force

Answer: ycp = 3.524 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 = 3 + 1/2 = 3.5 m
A = H·b = 1·1 = 1 m²
gated = 3 mH = 1 mF

Resultant force

F = ρ·g·yc·A = 1025·9.81·3.5·1 = 35.19 kN

Centre of pressure

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

Ic = b·H³/12 = 1·1³/12 = 0.08333 m⁴
ycp = yc + Ic/(yc·A) = 3.5 + 0.08333/(3.5·1) = 3.524 m

Answer

ycp = 3.524 m
13.Continuity & Bernoulli

Answer: p2 = 301.9 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·(75/50)² = 4.5 m/s
½ρ(v1² − v2²) = ½·1000·(2² − 4.5²)/1000 = −8.125 kPa
p2 = p1 + ½ρ(v1² − v2²) = 310 + (−8.125) = 301.9 kPa

Answer

p2 = 301.9 kPa
14.Continuity & Bernoulli

Answer: Q = 58.57 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)·9.81·0.2 = 24721 Pa

Throat velocity

Continuity and Bernoulli together give the ideal throat velocity.

β = 100/150 = 0.6667
v2 = √(2·24721/(1000·(1 − 0.1975))) = 7.849 m/s

Actual flow rate

Q = Cd·A2·v2 = 0.95·0.007854·7.849 = 0.05857 m³/s = 58.57 L/s

Answer

Q = 58.57 L/s
15.Ideal gas law

Answer: V = 35.4 L

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

Moles

n = 240/28.01 = 8.568 mol
T = 25 + 273.15 = 298.1 K

Volume

V = nRT/P = 8.568·8.314·298.1/600 = 35.4 L

Answer

V = 35.4 L
16.Ideal gas law

Answer: V2 = 1.622 L

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

Absolute temperatures

T1 = 308.1 K, T2 = 333.1 K

Combined gas law

V2 = V1·(P1/P2)·(T2/T1) = 2·(150/200)·(333.1/308.1) = 1.622 L

Answer

V2 = 1.622 L
17.Heat engines & refrigerators

Answer: TL = 4.983 °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 = 400 + 273.15 = 673.1 K

Reversible heat ratio

TL = TH·QL/QH = 673.1·909/2200 = 278.1 K = 4.983 °C

Answer

TL = 4.983 °C
18.Heat engines & refrigerators

Answer: Ẇmin = 0.5117 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 = -5 + 273.15 = 268.1 K

Best possible COP

COPHP,max = TH/(TH − TL) = 293.1/(293.1 − 268.1) = 11.73

Minimum power

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

Ẇmin = Q̇H/COP = 6/11.73 = 0.5117 kW

Answer

Ẇmin = 0.5117 kW
19.Waves, sound & optics

Answer: f5 = 1319 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 = 2·0.65/5 = 0.26 m

Frequency

f = v/λ = 343/0.26 = 1319 Hz

Answer

f5 = 1319 Hz
20.Waves, sound & optics

Answer: λ = 589.3 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 = d·sin θ/m = 8.333 × 10⁻⁷·sin 45°/1 = 589.3 nm

Answer

λ = 589.3 nm

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