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)1.429 s10

A car driving at 36 km/h brakes with a constant deceleration of 7 m/s² until it stops. Find the braking distance s.

v₀ = 36 km/ha = −7 m/s²v = 0
s = m
2.KinematicsHard
t (s)v (m/s)5 s

A tram starts from rest and accelerates at 2 m/s² for 5 s, then runs at constant speed for 29 s, and finally brakes at 4 m/s² until it stops. Find the total distance s between the two stops.

a1 = 2 m/s²t1 = 5 st2 = 29 sa3 = −4 m/s²
s = m
3.Newton’s lawsMedium
θ = 20°a = ?m = 5 kg

A 5 kg block slides down a slope at 20° to the horizontal. The coefficient of kinetic friction is 0.25. Use g = 9.81 m/s². Find the acceleration a of the block along the slope.

m = 5 kgθ = 20°μ = 0.25g = 9.81 m/s²
a = m/s²
4.Newton’s lawsHard
θ = 30°blockv₀ = 6 m/s

A block is given a push so that it starts sliding up a ramp at 30° with a speed of 6 m/s. The coefficient of kinetic friction is 0.1. Use g = 9.81 m/s². How far d along the ramp does it slide before it stops?

v₀ = 6 m/sθ = 30°μ = 0.1g = 9.81 m/s²
d = m
5.Projectile motionMedium
v0​ = 26 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 = 26 m/sθ = 25°g = 9.81 m/s²
H = m
6.Projectile motionHard
h = 15 mv0​ = 27 m/s20°x = ?

A ball is launched at 20° 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 = 27 m/sθ = 20°h = 15 mg = 9.81 m/s²
x = m
7.Work & energyMedium
0.2 kgk = 800 N/mh = ?

A toy launcher has a vertical spring of stiffness 800 N/m. A 0.2 kg ball is placed on it and the spring is compressed by 6 cm, then released. Ignoring air resistance and the spring’s mass, find the height h the ball rises, measured from its position when the spring was compressed.

m = 0.2 kgk = 800 N/mx = 6 cmg = 9.81 m/s²
h = m
8.Work & energyHard
k = 500 N/m30°μ = 0.250.5 kg

A spring of stiffness 500 N/m at the bottom of a 30° slope is compressed by 12 cm against a 0.5 kg block and released. The coefficient of kinetic friction between block and slope is 0.25. How far d up the slope does the block travel from the release point before it stops? (Ignore the short distance over which the spring pushes, i.e. take friction and gravity over the whole distance d.)

m = 0.5 kgk = 500 N/mx = 12 cmθ = 30°μ = 0.25g = 9.81 m/s²
d = m
9.Momentum & collisionsMedium
5 kgv = ?8 gh = 9 cm

An 8 g bullet is fired horizontally into a 5 kg wooden block hanging on light strings, and stays inside it. The block swings up until it is 9 cm higher than at the start. Use g = 9.81 m/s². Find the speed v of the bullet before impact.

m = 8 gM = 5 kgh = 9 cmg = 9.81 m/s²
v = m/s
10.Momentum & collisionsHard
21 m/s5 m/s

A 0.4 kg ball hits a wall at 21 m/s and bounces straight back at 5 m/s. The contact lasts 50 ms. Find the average force Favg of the wall on the ball.

m = 0.4 kgvin = 21 m/svout = 5 m/sΔt = 50 ms
Favg = N
11.Hydrostatic forceMedium
gated = 2 mH = 1 m

A vertical rectangular gate 3 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 = 1 mb = 3 mρ = 1000 kg/m³g = 9.81 m/s²
F = kN
12.Hydrostatic forceHard
gated = 2.5 mH = 2 m

A vertical rectangular gate 1.5 m wide sits in the wall of a tank of oil, with its top edge 2.5 m below the surface. Find the resultant hydrostatic force F on the gate.

d = 2.5 mH = 2 mb = 1.5 mρ = 880 kg/m³g = 9.81 m/s²
F = kN
13.Continuity & BernoulliMedium
12d1​ = 75 mm, p1​ = 190 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 190 kPa and the velocity is 1 m/s. Ignoring losses, find the pressure p2 in the narrow section.

d1 = 75 mmd2 = 50 mmp1 = 190 kPav1 = 1 m/sρ = 1000 kg/m³
p2 = kPa
14.Continuity & BernoulliHard
d1​ = 100 mmd2​ = 50 mm12Δh = 330 mmmercuryQ = ?

A horizontal venturi meter (inlet 100 mm, throat 50 mm) carries water. A mercury U-tube manometer connected between the inlet and the throat shows a level difference of 330 mm. The discharge coefficient is 0.97. 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 = 100 mmd2 = 50 mmΔh = 330 mmCd = 0.97ρHg = 13 600 kg/m³g = 9.81 m/s²
Q = L/s
15.Ideal gas lawMedium
10 g of N₂V = 30 LT = 75 °CP = ?

A tank of 30 L contains 10 g of N₂ at 75 °C. Treat it as an ideal gas and find the pressure P.

m = 10 gM = 28.01 g/molV = 30 LT = 75 °CR = 8.314 J/(mol·K)
P = kPa
16.Ideal gas lawHard
State 1State 2

A fixed amount of CO₂ goes from 350 kPa, 10 L, 25 °C to 450 kPa and 120 °C. Find the new volume V2.

P1 = 350 kPaV1 = 10 LT1 = 25 °CP2 = 450 kPaT2 = 120 °C
V2 = L
17.Heat engines & refrigeratorsMedium
TH​ = 550 °CTL​ = 40 °CEQH​QL​η = 40%

A heat engine receives heat from a source at 550 °C and rejects heat to the surroundings at 40 °C. Its actual thermal efficiency is 40%. Find its second-law efficiency ηII, the ratio of the actual efficiency to the Carnot efficiency.

TH = 550 °CTL = 40 °Cη = 40%
ηII = %
18.Heat engines & refrigeratorsHard
750 °CTm​ = ?40 °CABWA​WB​

Two Carnot engines work in series. Engine A receives heat from a reservoir at 750 °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 have the same thermal efficiency. Find Tm in °C.

TH = 750 °CTL = 40 °C
Tm = °C
19.Waves, sound & opticsMedium
FFdo​ = 10 cmf = 20 cm

An object stands 10 cm in front of a thin converging lens with a focal length of 20 cm. Find the magnification m (negative for an inverted image).

do = 10 cmf = 20 cm
m =
20.Waves, sound & opticsHard
θa​ = ?n1​ = 1.5n2​ = 1.4n0​ = 1.00

An optical fibre has a core with n₁ = 1.5 and a cladding with n₂ = 1.4. 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 = 1.5n2 = 1.4n0 = 1.00
θa = °

3Solutions

1.Kinematics

Answer: s = 7.143 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 = 36/3.6 = 10 m/s

Braking distance

0 = v₀² − 2·a·s → s = v₀²/(2a) = 10²/(2·7) = 7.143 m

Answer

s = 7.143 m
2.Kinematics

Answer: s = 327.5 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.

Top speed

v = a1·t1 = 2·5 = 10 m/s

Distance of each phase

s1 = ½·2·5² = 25 m
s2 = 10·29 = 290 m
s3 = 10²/(2·4) = 12.5 m

Total distance

s = 25 + 290 + 12.5 = 327.5 m

Answer

s = 327.5 m
3.Newton’s laws

Answer: a = 1.051 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 20° − 0.25·cos 20°) = 9.81·(0.342 − 0.2349) = 1.051 m/s²

Answer

a = 1.051 m/s²
4.Newton’s laws

Answer: d = 3.128 m

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.

Deceleration

Both forces point down the slope; the mass cancels.

a = 9.81·(sin 30° + 0.1·cos 30°) = 5.755 m/s²

Distance

d = v₀²/(2a) = 6²/(2·5.755) = 3.128 m

Answer

d = 3.128 m
5.Projectile motion

Answer: H = 6.154 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 = 26·cos 25° = 23.56 m/s
vy = v0·sin θ = 26·sin 25° = 10.99 m/s

Highest point

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

H = vy²/(2g) = 10.99²/(2·9.81) = 6.154 m

Answer

H = 6.154 m
6.Projectile motion

Answer: x = 74.27 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 = 27·cos 20° = 25.37 m/s
vy = v0·sin θ = 27·sin 20° = 9.235 m/s

Time in the air

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

0 = 15 + 9.235·t − 4.905·t²
t = (vy + √(vy² + 2gh))/g = (9.235 + √(85.28 + 294.3))/9.81 = 2.927 s

Horizontal distance

x = vx·t = 25.37·2.927 = 74.27 m

Answer

x = 74.27 m
7.Work & energy

Answer: h = 0.7339 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).

Spring energy

x = 6 cm = 0.06 m
½kx² = ½·800·0.06² = 1.44 J

Height

m·g = 0.2·9.81 = 1.962 N
h = ½kx²/(mg) = 1.44/1.962 = 0.7339 m

Answer

h = 0.7339 m
8.Work & energy

Answer: d = 1.024 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).

Spring energy

x = 12 cm = 0.12 m
½kx² = ½·500·0.12² = 3.6 J

Energy balance along the slope

m·g = 0.5·9.81 = 4.905 N
½kx² = mg·d·(sin θ + μ·cos θ)
d = 3.6/(4.905·(0.5 + 0.25·0.866)) = 1.024 m

Answer

d = 1.024 m
9.Momentum & collisions

Answer: v = 831.9 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) = √(2·9.81·0.09) = 1.329 m/s

Collision

m·v = (m + M)·V → v = (0.008 + 5)·1.329/0.008 = 831.9 m/s

Answer

v = 831.9 m/s
10.Momentum & collisions

Answer: Favg = 208 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·(5 + 21) = 10.4 N·s

Average force

Favg = J/Δt = 10.4/0.05 = 208 N

Answer

Favg = 208 N
11.Hydrostatic force

Answer: F = 73.58 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 + 1/2 = 2.5 m
A = H·b = 1·3 = 3 m²
gated = 2 mH = 1 mF

Resultant force

F = ρ·g·yc·A = 1000·9.81·2.5·3 = 73.58 kN

Answer

F = 73.58 kN
12.Hydrostatic force

Answer: F = 90.64 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 = 2.5 + 2/2 = 3.5 m
A = H·b = 2·1.5 = 3 m²
gated = 2.5 mH = 2 mF

Resultant force

F = ρ·g·yc·A = 880·9.81·3.5·3 = 90.64 kN

Answer

F = 90.64 kN
13.Continuity & Bernoulli

Answer: p2 = 188 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 = 1·(75/50)² = 2.25 m/s
½ρ(v1² − v2²) = ½·1000·(1² − 2.25²)/1000 = −2.031 kPa
p2 = p1 + ½ρ(v1² − v2²) = 190 + (−2.031) = 188 kPa

Answer

p2 = 188 kPa
14.Continuity & Bernoulli

Answer: Q = 17.77 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)·9.81·0.33 = 40790 Pa

Throat velocity

Continuity and Bernoulli together give the ideal throat velocity.

β = 50/100 = 0.5
v2 = √(2·40790/(1000·(1 − 0.0625))) = 9.328 m/s

Actual flow rate

Q = Cd·A2·v2 = 0.97·0.001963·9.328 = 0.01777 m³/s = 17.77 L/s

Answer

Q = 17.77 L/s
15.Ideal gas law

Answer: P = 34.45 kPa

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

Moles

n = m/M = 10/28.01 = 0.357 mol
T = 75 + 273.15 = 348.1 K

Pressure

P = nRT/V = 0.357·8.314·348.1/0.03 = 34.45 kPa

Answer

P = 34.45 kPa
16.Ideal gas law

Answer: V2 = 10.26 L

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

Absolute temperatures

T1 = 298.1 K, T2 = 393.1 K

Combined gas law

V2 = V1·(P1/P2)·(T2/T1) = 10·(350/450)·(393.1/298.1) = 10.26 L

Answer

V2 = 10.26 L
17.Heat engines & refrigerators

Answer: ηII = 64.56 %

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 = 550 + 273.15 = 823.1 K
TL = 40 + 273.15 = 313.1 K

Carnot efficiency

ηCarnot = 1 − 313.1/823.1 = 61.96 %

Second-law efficiency

ηII = η/ηCarnot = 40/61.96 = 64.56 %

Answer

ηII = 64.56 %
18.Heat engines & refrigerators

Answer: Tm = 292.9 °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 = 750 + 273.15 = 1023 K
TL = 40 + 273.15 = 313.1 K

Equal efficiencies

1 − Tm/TH = 1 − TL/Tm gives Tm² = TH·TL.

Tm = √(1023·313.1) = 566 K = 292.9 °C

Answer

Tm = 292.9 °C
19.Waves, sound & optics

Answer: m = 2

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 − 1/10
di = −20 cm
FF10 cmf = 20 cm

Magnification

m = −di/do = −(−20)/10 = 2

Answer

m = 2
20.Waves, sound & optics

Answer: θa = 32.58 °

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 = 1.4/1.5 = 0.9333 → θc = 68.96°

Numerical aperture

NA = √(1.5² − 1.4²) = 0.5385

Acceptance angle

θa = arcsin(0.5385) = 32.58°

Answer

θa = 32.58°

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