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)1.1 s15

A driver moving at 54 km/h sees an obstacle. Her reaction time is 1.1 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 = 54 km/htr = 1.1 sa = −7 m/s²
d = m
2.KinematicsHard
d = ?

A stone is dropped from rest into a well. The splash is heard 5 s after the stone is released. The speed of sound is 343 m/s; ignore air resistance and use g = 9.81 m/s². Find the depth d of the well.

ttotal = 5 svsound = 343 m/sg = 9.81 m/s²
d = m
3.Newton’s lawsMedium
θ = 35°a = ?m = 3 kg

A 3 kg block slides down a slope at 35° 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 = 3 kgθ = 35°μ = 0.3g = 9.81 m/s²
a = m/s²
4.Newton’s lawsHard
5 kg9 kgTF = 90 Nμ = 0.3

Two blocks on a level floor are joined by a light horizontal string. A horizontal force of 90 N pulls the front 9 kg block; the 5 kg block is towed behind. The coefficient of kinetic friction is 0.3 for both blocks. Use g = 9.81 m/s². Find the acceleration a of the blocks.

m1 = 5 kgm2 = 9 kgF = 90 Nμ = 0.3g = 9.81 m/s²
a = m/s²
5.Projectile motionMedium
18 my = ?v0​ = 30 m/s20°

A ball is kicked from level ground at 30 m/s and 20° above the horizontal towards a wall 18 m away. Ignore air resistance and use g = 9.81 m/s². At what height y does the ball pass the wall?

v₀ = 30 m/sθ = 20°x = 18 mg = 9.81 m/s²
y = m
6.Projectile motionHard
h = 35 mv0​ = 17 m/s20°α = ?

A ball is launched at 17 m/s and 20° above the horizontal from the top of a 35 m cliff. Ignore air resistance and use g = 9.81 m/s². At what angle α below the horizontal does it hit the ground?

v₀ = 17 m/sθ = 20°h = 35 mg = 9.81 m/s²
α = °
7.Work & energyMedium
110 km/h

A car travelling at 110 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 0.5. Find the stopping distance d.

v = 110 km/hμ = 0.5g = 9.81 m/s²
d = m
8.Work & energyHard
h = 4 mL = 3 mμ = 0.1k = 1500 N/m

A 5 kg block is released from rest at height 4 m on a smooth ramp. At the bottom it crosses a rough horizontal strip 3 m long (μ = 0.1) and then runs onto a spring (k = 1500 N/m) on a smooth surface. Find the maximum compression x of the spring.

m = 5 kgh = 4 mL = 3 mμ = 0.1k = 1500 N/mg = 9.81 m/s²
x = cm
9.Momentum & collisionsMedium
2.5 kgv = ?15 gh = 14 cm

A 15 g bullet is fired horizontally into a 2.5 kg wooden block hanging on light strings, and stays inside it. The block swings up until it is 14 cm higher than at the start. Use g = 9.81 m/s². Find the speed v of the bullet before impact.

m = 15 gM = 2.5 kgh = 14 cmg = 9.81 m/s²
v = m/s
10.Momentum & collisionsHard
18 m/s17 m/s

A 0.15 kg ball hits a wall at 18 m/s and bounces straight back at 17 m/s. The contact lasts 20 ms. Find the average force Favg of the wall on the ball.

m = 0.15 kgvin = 18 m/svout = 17 m/sΔt = 20 ms
Favg = N
11.Hydrostatic forceMedium
gated = 4 mH = 1 m

A vertical rectangular gate 1.5 m wide sits in the wall of a tank of water, with its top edge 4 m below the surface. Find the resultant hydrostatic force F on the gate.

d = 4 mH = 1 mb = 1.5 mρ = 1000 kg/m³g = 9.81 m/s²
F = kN
12.Hydrostatic forceHard
gated = 0.5 mH = 2.5 m

A vertical rectangular gate 1 m wide sits in the wall of a tank of glycerin, 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 = 1260 kg/m³g = 9.81 m/s²
F = kN
13.Continuity & BernoulliMedium
d1​ = 150 mmd2​ = 100 mm12p1​ − p2​ = 37 kPaQ = ?

Water flows through a horizontal venturi meter with an inlet diameter of 150 mm and a throat diameter of 100 mm. The pressure at the inlet is 37 kPa higher than at the throat. Ignoring losses, find the flow rate Q.

d1 = 150 mmd2 = 100 mmp1 − p2 = 37 kPaρ = 1000 kg/m³
Q = L/s
14.Continuity & BernoulliHard
d1​ = 300 mmd2​ = 150 mm12Δh = 300 mmmercuryQ = ?

A horizontal venturi meter (inlet 300 mm, throat 150 mm) carries water. A mercury U-tube manometer connected between the inlet and the throat shows a level difference of 300 mm. The discharge coefficient is 0.96. 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 = 300 mmd2 = 150 mmΔh = 300 mmCd = 0.96ρHg = 13 600 kg/m³g = 9.81 m/s²
Q = L/s
15.Ideal gas lawMedium
380 g of CO₂V = 5 LT = 20 °CP = ?

A tank of 5 L contains 380 g of CO₂ at 20 °C. Treat it as an ideal gas and find the pressure P.

m = 380 gM = 44.01 g/molV = 5 LT = 20 °CR = 8.314 J/(mol·K)
P = kPa
16.Ideal gas lawHard
State 1State 2

A fixed amount of He goes from 400 kPa, 10 L, 10 °C to 600 kPa and 70 °C. Find the new volume V2.

P1 = 400 kPaV1 = 10 LT1 = 10 °CP2 = 600 kPaT2 = 70 °C
V2 = L
17.Heat engines & refrigeratorsMedium
TH​ = 28 °CTL​ = -25 °CRQ̇H​ = ?Q̇L​ = 9.5 kWẆ

A reversible refrigerator keeps a cold room at -25 °C by removing 9.5 kW of heat, and rejects heat to the surroundings at 28 °C. Find the rate Q̇H at which it rejects heat.

TL = -25 °CTH = 28 °CQ̇L = 9.5 kW
Q̇H = kW
18.Heat engines & refrigeratorsHard
1000 °CTm​ = ?40 °CABWA​WB​

Two Carnot engines work in series. Engine A receives heat from a reservoir at 1000 °C and rejects heat to an intermediate reservoir at temperature Tm. Engine B takes all that heat and rejects heat to a reservoir at 40 °C. Both engines produce the same work. Find Tm in °C.

TH = 1000 °CTL = 40 °C
Tm = °C
19.Waves, sound & opticsMedium
FFdo​ = 4 cmf = −20 cm

An object stands 4 cm in front of a thin diverging lens with a focal length of 20 cm. Find the image distance di. Use the sign convention 1/f = 1/do + 1/di (f < 0 for a diverging lens, di < 0 for a virtual image).

do = 4 cmf = −20 cm
di = cm
20.Waves, sound & opticsHard
θn1​ = 1.46n2​ = 1.38n0​ = 1.00

An optical fibre has a core with n₁ = 1.46 and a cladding with n₂ = 1.38. Find its numerical aperture NA.

n1 = 1.46n2 = 1.38
NA =

3Solutions

1.Kinematics

Answer: d = 32.57 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

Reaction distance

d1 = v₀·tr = 15·1.1 = 16.5 m

Braking distance

d2 = v₀²/(2a) = 15²/(2·7) = 16.07 m

Total

d = 16.5 + 16.07 = 32.57 m

Answer

d = 32.57 m
2.Kinematics

Answer: d = 107.7 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.

Two parts of the time

½·9.81·t₁² = 343·(5 − t₁)
4.905·t₁² + 343·t₁ − 1715 = 0

Fall time

Only the positive root is physical.

t₁ = (−343 + √(343² + 4·4.905·1715))/(2·4.905) = 4.686 s

Depth

d = ½·9.81·4.686² = 107.7 m

Answer

d = 107.7 m
3.Newton’s laws

Answer: a = 3.216 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 35° − 0.3·cos 35°) = 9.81·(0.5736 − 0.2457) = 3.216 m/s²

Answer

a = 3.216 m/s²
4.Newton’s laws

Answer: a = 3.486 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.

Whole system

a = (F − μ·(m1 + m2)·g)/(m1 + m2) = (90 − 41.2)/14 = 3.486 m/s²

Answer

a = 3.486 m/s²
5.Projectile motion

Answer: y = 4.552 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 = 30·cos 20° = 28.19 m/s
t = x/vx = 18/28.19 = 0.6385 s

Height at that time

y = 10.26·0.6385 − ½·9.81·0.6385² = 4.552 m

Answer

y = 4.552 m

The ball is still rising at the wall.

6.Projectile motion

Answer: α = 59.24 °

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 = 17·cos 20° = 15.97 m/s
vy0 = 17·sin 20° = 5.814 m/s

Vertical speed at impact

Energy or v² = v₀² + 2as in the vertical direction.

vy = √(5.814² + 2·9.81·35) = 26.84 m/s

Impact angle

tan α = vy/vx = 26.84/15.97 → α = 59.24°

Answer

α = 59.24°
7.Work & energy

Answer: d = 95.17 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 = 110/3.6 = 30.56 m/s

Energy balance

½mv² = μmg·d → d = v²/(2μg) = 30.56²/(2·0.5·9.81) = 95.17 m

Answer

d = 95.17 m

Doubling the speed makes the stopping distance four times longer.

8.Work & energy

Answer: x = 49.19 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 = 49.05·(4 − 0.1·3) = 181.5 J

Maximum compression

½kx² = 181.5 → x = √(2·181.5/1500) = 0.4919 m = 49.19 cm

Answer

x = 49.19 cm
9.Momentum & collisions

Answer: v = 277.9 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.

Swing after impact

V = √(2·g·h) = √(2·9.81·0.14) = 1.657 m/s

Collision

m·v = (m + M)·V → v = (0.015 + 2.5)·1.657/0.015 = 277.9 m/s

Answer

v = 277.9 m/s
10.Momentum & collisions

Answer: Favg = 262.5 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 = 0.15·(17 + 18) = 5.25 N·s

Average force

Favg = J/Δt = 5.25/0.02 = 262.5 N

Answer

Favg = 262.5 N
11.Hydrostatic force

Answer: F = 66.22 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 = 4 + 1/2 = 4.5 m
A = H·b = 1·1.5 = 1.5 m²
gated = 4 mH = 1 mF

Resultant force

F = ρ·g·yc·A = 1000·9.81·4.5·1.5 = 66.22 kN

Answer

F = 66.22 kN
12.Hydrostatic force

Answer: F = 54.08 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 = 1260·9.81·1.75·2.5 = 54.08 kN

Answer

F = 54.08 kN
13.Continuity & Bernoulli

Answer: Q = 75.42 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.

Continuity

v1 = v2·(100/150)² = 0.4444·v2

Bernoulli between inlet and throat

The pipe is horizontal, so only pressure and velocity change.

p1 − p2 = ½ρv2²(1 − β⁴)
v2 = √(2·37000/(1000·(1 − 0.1975))) = 9.603 m/s
v1 = 4.268 m/s

Flow rate

Q = A2·v2 = 0.007854·9.603 = 0.07542 m³/s = 75.42 L/s

Answer

Q = 75.42 L/s
14.Continuity & Bernoulli

Answer: Q = 150.9 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)·9.81·0.3 = 37082 Pa

Throat velocity

Continuity and Bernoulli together give the ideal throat velocity.

β = 150/300 = 0.5
v2 = √(2·37082/(1000·(1 − 0.0625))) = 8.894 m/s

Actual flow rate

Q = Cd·A2·v2 = 0.96·0.01767·8.894 = 0.1509 m³/s = 150.9 L/s

Answer

Q = 150.9 L/s
15.Ideal gas law

Answer: P = 4209 kPa

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

Moles

n = m/M = 380/44.01 = 8.634 mol
T = 20 + 273.15 = 293.1 K

Pressure

P = nRT/V = 8.634·8.314·293.1/0.005 = 4209 kPa

Answer

P = 4209 kPa
16.Ideal gas law

Answer: V2 = 8.079 L

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

Absolute temperatures

T1 = 283.1 K, T2 = 343.1 K

Combined gas law

V2 = V1·(P1/P2)·(T2/T1) = 10·(400/600)·(343.1/283.1) = 8.079 L

Answer

V2 = 8.079 L
17.Heat engines & refrigerators

Answer: Q̇H = 11.53 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 = -25 + 273.15 = 248.1 K

Reversible heat ratio

Q̇H = Q̇L·TH/TL = 9.5·301.1/248.1 = 11.53 kW

Answer

Q̇H = 11.53 kW

Power input: Ẇ = 2.029 kW.

18.Heat engines & refrigerators

Answer: Tm = 520 °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 temperatures

TH = 1000 + 273.15 = 1273 K
TL = 40 + 273.15 = 313.1 K

Equal work

W = Q·(1 − Tlow/Thigh) and Q/T is the same at every reservoir, so W is proportional to the temperature drop.

Tm = (1273 + 313.1)/2 = 793.2 K = 520 °C

Answer

Tm = 520 °C
19.Waves, sound & optics

Answer: di = −3.333 cm

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/(−20) − 1/4
di = −3.333 cm
FF4 cmf = −20 cm

Ray diagram

virtual, on the same side as the object

Answer

di = −3.333 cm
20.Waves, sound & optics

Answer: NA = 0.4767

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 = 1.38/1.46 = 0.9452 → θc = 70.94°

Numerical aperture

NA = √(1.46² − 1.38²) = 0.4767

Answer

NA = 0.4767

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