Engineering Mathematics 2: cram pack

Formula sheets, the key method steps for every topic and 16 practice problems, with full solutions at the back.

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1Formulas and methods

Differential equations

Exponential growth/decay
dy/dt = ky → y = y0ekt
Half-life
k = ln 2 / t½
Newton's law of cooling
T(t) = Ta + (T0 − Ta)e−kt
Integrating factor
y′ + p(x)y = q(x): μ = e∫p dx, (μy)′ = μq
Mixing tank
dm/dt = r·c − (r/V)·m

Matrices & determinants

2×2 determinant
det = ad − bc
2×2 inverse
A⁻¹ = (1/det)·[d −b; −c a]
Product
(AB)ij = Σk AikBkj
Eigenvalues
det(A − λI) = 0
Cramer’s rule
xi = det(Ai)/det(A)

Vectors: dot & cross product

Magnitude
|a| = √(ax² + ay² + az²)
Unit vector
û = a/|a|
Components from an angle
Fx = F·cos θ, Fy = F·sin θ
Dot product
a·b = axbx + ayby + azbz = |a||b|cos θ
Scalar projection of a onto b
a·b/|b|
Work
W = F·d
Cross product
a × b = (aybz − azby, azbx − axbz, axby − aybx)
Areas
parallelogram |a × b|, triangle ½|a × b|
Moment about O
MO = r × F, r = A − O
Volume of a parallelepiped
V = |a·(b × c)|

Method

  1. Write every vector in components; for a force given by a magnitude and an angle, use F·cos θ and F·sin θ.
  2. For lengths and directions use the magnitude √(x² + y² + z²) and the unit vector a/|a|.
  3. Use the dot product for angles, projections, perpendicularity and work: a·b = |a||b|cos θ.
  4. Use the cross product for perpendicular vectors, areas and moments: write the three components carefully, keeping the order a × b.

Integrals

Power rule
∫xⁿ dx = xⁿ⁺¹/(n + 1) + C
Definite integral
∫ab f dx = F(b) − F(a)
Common integrals
∫eˣ dx = eˣ, ∫1/x dx = ln|x|, ∫sin x dx = −cos x
Area between curves
∫ab (f − g) dx

Method

  1. Rewrite the integrand as a sum of simple terms where possible.
  2. Apply the power rule: ∫xⁿ dx = xⁿ⁺¹/(n + 1), and standard integrals for ex, 1/x, sin and cos.
  3. Use substitution when you see a function and its derivative together.
  4. For a definite integral, evaluate F(b) − F(a).

Multivariable calculus

Partial derivatives
fx = ∂f/∂x (y constant), fxy = fyx
Gradient
∇f = (fx, fy), largest slope |∇f|
Directional derivative
Duf = ∇f·u, u = v/|v|
Tangent plane
z = f(a, b) + fx(x − a) + fy(y − b)
Chain rule
dz/dt = fx·dx/dt + fy·dy/dt
Second-derivative test
D = fxxfyy − fxy²: D > 0, fxx > 0 minimum; D > 0, fxx < 0 maximum; D < 0 saddle
Double integral
∬R f dA = ∫ab∫g(x)h(x) f dy dx
Polar coordinates
x = r cos θ, y = r sin θ, dA = r dr dθ

Method

  1. For a partial derivative, treat the other variable as a constant and use the one-variable rules.
  2. For gradient questions compute ∇f = (fx, fy) at the point; use |∇f| for the steepest slope and ∇f·u with a unit vector u for a directional derivative.
  3. For extrema solve fx = 0 and fy = 0 together, then classify every point with D = fxx·fyy − fxy².
  4. For a double integral sketch the region, choose the order (or polar coordinates for discs) so the inner limits are the bounding curves, and integrate inside first.

Sequences & series

Arithmetic sequence
aₙ = a₁ + (n − 1)d, Sₙ = n(a₁ + aₙ)/2
Geometric sequence
aₙ = a₁rⁿ⁻¹, Sₙ = a₁(1 − rⁿ)/(1 − r)
Infinite geometric series
S = a₁/(1 − r), |r| < 1
p-series
Σ1/kᵖ converges only for p > 1
Ratio test
L = lim |ak+1/ak|: L < 1 converges, L > 1 diverges
Radius of convergence
R = lim |ck/ck+1|
Taylor polynomial
Pₙ(x) = Σ f⁽ᵏ⁾(a)(x − a)ᵏ/k!
Maclaurin series
eˣ = Σxᵏ/k!, sin x = x − x³/3! + …, cos x = 1 − x²/2! + …, ln(1 + x) = x − x²/2 + …
Lagrange error bound
|Rₙ| ≤ M·|x − a|ⁿ⁺¹/(n + 1)!

Method

  1. Identify the type: arithmetic (constant difference), geometric (constant ratio), a standard series, a power series or a Taylor polynomial.
  2. For sums use Sₙ = n(a₁ + aₙ)/2, Sₙ = a₁(1 − rⁿ)/(1 − r), or S = a₁/(1 − r) when |r| < 1, with a₁ the first term of the sum.
  3. For convergence: n-th term test first, then compare with Σ1/kᵖ or a geometric series, and use the ratio or root test for factorials and k-th powers.
  4. For Taylor polynomials list f(a), f′(a), f″(a), …, divide the k-th derivative by k!, and bound the error with M·|x − a|ⁿ⁺¹/(n + 1)!.

Convolution & LTI systems

Discrete convolution
y[n] = Σ x[k]·h[n − k]
Continuous convolution
y(t) = ∫ x(τ)·h(t − τ) dτ
Length and sum
Ly = Lx + Lh − 1, Σy = Σx·Σh
Start, end and area
t1 + t3 … t2 + t4, ∫y = ∫x·∫h
Step into e^(−at)u(t)
y(t) = (A/a)(1 − e−at)
First-order system
y′ + a·y = b·x → h(t) = b·e−atu(t)
First-order recursion
y[n] = a·y[n − 1] + b·x[n] → h[n] = b·aⁿ
Sinusoid through h(t)
|H(jω)|, ∠H(jω); H(jω) = b/(a + jω)
Fourier series amplitudes
square ±A: 4A/(kπ), odd k; triangle ±A: 8A/(π²k²), odd k; pulse train: A·D and (2A/(kπ))|sin kπD|

Method

  1. Sketch both signals and note where each one is nonzero.
  2. Flip h and slide it: for each output time, find the range where both signals overlap.
  3. Multiply and add (discrete) or multiply and integrate (continuous) over that overlap only.
  4. Check the result: the output starts at the sum of the start times, ends at the sum of the end times, and its area or sum is the product of the input areas or sums.

2Practice problems

1.Differential equationsMedium
t (min)T (°C)44Ta​61 °C

A forged steel part at 360 °C is left to cool in a workshop at 24 °C. After 44 min its temperature is 61 °C. It follows Newton's law of cooling, dT/dt = −k·(T − Tₐ). Find the constant k in min⁻¹.

T0 = 360 °CTa = 24 °CT(44) = 61 °C
k = min⁻¹
2.Differential equationsHard
tyK = 10y(0.5) = ?

A system obeys y″ + 2y′ + 5y = 50 for t ≥ 0, starting from rest: y(0) = 0, y′(0) = 0. Find y(0.5); angles in radians.

y″ + 2y′ + 5y = 50y(0) = 0y′(0) = 0
y(0.5) =
3.Matrices & determinantsMedium
A =32−25−54−3−21

Find the determinant det A of the 3×3 matrix A shown.

A = [3 2 −2; 5 −5 4; −3 −2 1]
det A =
4.Matrices & determinantsHard
A =5−33−5b =6−7

Solve the system 5x − 3y = 6 and 3x − 5y = −7. Find x.

5x − 3y = 63x − 5y = −7
x =
5.Vectors: dot & cross productMedium
xyzdFAB

A constant force F = (0, 20, 20) N acts on an object while it moves in a straight line from point A(4, 2, −1) to point B(5, −4, −3). Coordinates are in metres. Find the work W done by the force.

F = (0, 20, 20) NA(4, 2, −1) mB(5, −4, −3) m
W = J
6.Vectors: dot & cross productHard
xyzrFOA

A force F = (−60, 60, −50) N acts at point A(2, −1, 2). Coordinates are in metres. Find the y-component My of the moment of the force about point O(−1, 3, 0).

F = (−60, 60, −50) NA(2, −1, 2) mO(−1, 3, 0) m
My = N·m
7.IntegralsMedium
xy12.5y = x ln x

Evaluate I = ∫₁2.5 x·ln x dx.

∫₁2.5 x ln x dx
I =
8.IntegralsHard
xyy = 0.5x2​y = 4x

Find the area A of the region enclosed by y = 0.5x2 and y = 4x.

y = 0.5x2y = 4x
A =
9.Multivariable calculusMedium
xy10.5P

The tangent plane to z = 3 ln(x² + 3y²) at the point where (x, y) = (1, 0.5) can be written as z = px + qy + c. Find c.

f(x, y) = 3 ln(x² + 3y²)(a, b) = (1, 0.5)
c =
10.Multivariable calculusHard
xy−20−101(−2, 0)

f(x, y) = 2x² + xy + 3y² + 8x + 2y − 5 has a critical point at (−2, 0). Compute the discriminant D = fxxfyy − fxy² there.

f(x, y) = 2x² + xy + 3y² + 8x + 2y − 5P = (−2, 0)
D =
11.Sequences & seriesMedium
k|aₖ₊₁/aₖ|123456789101112

Apply the ratio test to Σk=1∞ k·3ᵏ/4ᵏ. Find L = lim |ak+1/ak|.

ak = k·3ᵏ/4ᵏ
L =
12.Sequences & seriesHard

f(x) = sin x is approximated at x = 0.5 by its Maclaurin polynomial of degree n. With the Lagrange bound M·|x|ⁿ⁺¹/(n + 1)! and M = 1, find the smallest degree n that guarantees an error below 1 × 10⁻⁶.

f(x) = sin xx = 0.5M = 1ε = 1 × 10⁻⁶
n =
13.Laplace transformsMedium
t (s)f(t)t = 0.3f(0.3) = ?

Find f(t) for F(s) = (5s + 17)/(s² + 8s + 16) and evaluate f(0.3).

F(s) = (5s + 17)/(s² + 8s + 16)t = 0.3 s
f(0.3) =
14.Laplace transformsHard
t (s)y(t)t = 0.1y(0.1) = ?

Solve y″ + 11y′ + 30y = 0 with y(0) = 9 and y′(0) = −6 using the Laplace transform, and find y(0.1).

y″ + 11y′ + 30y = 0y(0) = 9y′(0) = −6t = 0.1 s
y(0.1) =
15.Convolution & LTI systemsMedium
x(t)t13h(t)t22

The pulse x(t) = 3 for 0 ≤ t < 1 s (zero elsewhere) is applied to a system with the impulse response h(t) = 2 for 0 ≤ t < 2 s (zero elsewhere). Find the output y(1) at t = 1 s.

x(t) = 3, 0 ≤ t < 1 sh(t) = 2, 0 ≤ t < 2 st = 1 s
y(1) =
16.Convolution & LTI systemsHard
2cos(3t)h(t) = 2e−2t​u(t)y(t)

The input x(t) = 2·cos(3t) is applied to a system with h(t) = 2·e−2tu(t). Find the phase φ of the steady-state output relative to the input, in degrees.

h(t) = 2e−2tu(t)x(t) = 2cos(3t)
φ = °

3Solutions

1.Differential equations

Answer: k = 0.05014 min⁻¹

First-order differential equations: dy/dt = k·y has the solution y = y₀·ekt (growth for k > 0, decay for k < 0); a half-life T gives k = ln 2/T. Newton's law of cooling, dT/dt = −k·(T − Tₐ), gives T(t) = Tₐ + (T₀ − Tₐ)·e−kt. A linear equation y′ + p(x)·y = q(x) is solved with the integrating factor μ = e∫p dx: (μy)′ = μq, so μy = ∫μq dx + C.

Ratio of temperature differences

e−44k = 37/336

Solve for k

k = ln(336/37)/44 = 0.05014 min⁻¹

Answer

k = 0.05014 min⁻¹
2.Differential equations

Answer: y(0.5) = 4.171

Second-order linear equations: for y″ + b·y′ + c·y = 0 try y = ert: this gives the characteristic equation r² + b·r + c = 0. Two real roots r₁ ≠ r₂ give y = A·er₁t + B·er₂t (overdamped); a double root r gives y = (A + Bt)·ert (critically damped); complex roots −α ± jω give y = e−αt(A cos ωt + B sin ωt) (underdamped, oscillating). The initial values y(0) and y′(0) fix A and B. Written as y″ + 2ζωny′ + ωn²y = 0, ωn is the natural frequency and ζ the damping ratio: ζ < 1 oscillates. With a constant input, y″ + by′ + cy = c·K, the solution is the steady value K plus the free response.

Steady value and roots

yss = 10, r = −1 ± 2j

Constants from the initial values

y(0) = 10 + A = 0 → A = −10
y′(0) = −1A + 2B = 0 → B = −5

Evaluate

y(0.5) = 10·(1 − e−0.5(cos 1 + 0.5·sin 1)) = 4.171

Answer

y(0.5) = 4.171
3.Matrices & determinants

Answer: det A = 25

Matrices: the determinant of a 2×2 matrix is ad − bc. For 3×3, expand along a row: each entry times the determinant of the 2×2 matrix left after removing its row and column, with alternating signs + − +. Eigenvalues λ solve det(A − λI) = 0; for 2×2 that is λ² − (trace)·λ + det = 0.

2×2 minors of the first row

M₁₁ = 3, M₁₂ = 17, M₁₃ = −25

Cofactor expansion

det A = 3·3 − 2·17 + (−2)·(−25) = 25

Answer

det A = 25
4.Matrices & determinants

Answer: x = 3.188

Matrices: the determinant of a 2×2 matrix is ad − bc. For 3×3, expand along a row: each entry times the determinant of the 2×2 matrix left after removing its row and column, with alternating signs + − +. Eigenvalues λ solve det(A − λI) = 0; for 2×2 that is λ² − (trace)·λ + det = 0.

Determinant of the coefficient matrix

det A = 5·(−5) − (−3)·3 = −16

Replace the x column

det Aₓ = 6·(−5) − (−3)·(−7) = −51
x = −51/(−16) = 3.188

Answer

x = 3.188
y = 3.313
5.Vectors: dot & cross product

Answer: W = −160 J

Dot product: a·b = axbx + ayby + azbz = |a|·|b|·cos θ, a scalar. It gives the angle between two vectors, cos θ = a·b/(|a|·|b|), and it is zero when they are perpendicular. The scalar projection of a onto b is a·b/|b|, and a constant force F moving through a displacement d does work W = F·d.

Displacement

d = B − A = (5, −4, −3) − (4, 2, −1) = (1, −6, −2) m

Work

W = F·d = 0·1 + 20·(−6) + 20·(−2) = −160 J

Answer

W = −160 J

Negative work: the force acts mostly against the motion.

6.Vectors: dot & cross product

Answer: My = 30 N·m

Cross product: a × b = (aybz − azby, azbx − axbz, axby − aybx) is perpendicular to both vectors, and |a × b| = |a|·|b|·sin θ is the area of the parallelogram they span (the triangle has half of it). Order matters: b × a = −(a × b). The moment of a force F applied at point A about point O is MO = r × F, with r = A − O.

Position vector from O to A

r = A − O = (2, −1, 2) − (−1, 3, 0) = (3, −4, 2) m

Moment M = r × F

(r × F)x = ryFz − rzFy = (−4)·(−50) − 2·60 = 80 N·m
(r × F)y = rzFx − rxFz = 2·(−60) − 3·(−50) = 30 N·m
(r × F)z = rxFy − ryFx = 3·60 − (−4)·(−60) = −60 N·m

Requested component

My = 30 N·m

Answer

My = 30 N·m
7.Integrals

Answer: I = 1.551

Integration by parts: ∫u·dv = u·v − ∫v·du, from the product rule. Choose u as the factor that gets simpler when you differentiate it (a power of x, or ln x), and dv as the factor you can integrate (eˣ, sin x, cos x, or x when u = ln x). For a definite integral, evaluate u·v at both limits: ∫ₐᵇ u dv = [u·v]ₐᵇ − ∫ₐᵇ v du. A factor x² needs two rounds.

Choose u and dv

u = ln x, du = dx/x; dv = x dx, v = x²/2

Antiderivative

∫x ln x dx = (x²/2)ln x − ∫(x/2) dx = (x²/2)ln x − x²/4

Limits

(3.125·ln 2.5 − 1.5625) − (0 − 0.25) = 1.551

Answer

I = 1.551
8.Integrals

Answer: A = 42.67

Definite integrals: ∫ₐᵇ f(x) dx is the signed area between the graph and the x-axis from a to b. Find an antiderivative F (with F′ = f) and evaluate F(b) − F(a). Power rule: ∫xⁿ dx = xⁿ⁺¹/(n + 1). The area between two curves is ∫(upper − lower) dx.

Intersection points

0.5x2 = 4x → x = 0, x = 8

Integrate upper minus lower

A = [2x2 − 0.1667x3]08 = 42.67

Answer

A = 42.67
9.Multivariable calculus

Answer: c = −4.321

Gradient: ∇f = (fx, fy) points in the direction of steepest ascent, and |∇f| is the largest rate of change. The directional derivative along a direction v is Duf = ∇f·u with the unit vector u = v/|v|. The tangent plane at (a, b) is z = f(a, b) + fx(a, b)(x − a) + fy(a, b)(y − b); it gives the linear approximation of f near that point. Chain rule: dz/dt = fx·dx/dt + fy·dy/dt.

Value and slopes at the point

f(1, 0.5) = 1.679
fx = 6x/(x² + 3y²) → fx(1, 0.5) = 3.429
fy = 18y/(x² + 3y²) → fy(1, 0.5) = 5.143

Tangent plane

z = 1.679 + 3.429(x − 1) + 5.143(y − 0.5)
z = 3.429x + 5.143y − 4.321

Constant term

c = −4.321

Answer

c = −4.321
10.Multivariable calculus

Answer: D = 23

Critical points and double integrals: a critical point has fx = fy = 0. Second-derivative test with D = fxxfyy − fxy²: D > 0 and fxx > 0 is a local minimum, D > 0 and fxx < 0 a local maximum, D < 0 a saddle point, and D = 0 decides nothing. For a double integral over a general region, let the inner limits be the curves that bound the region; for discs and sectors use polar coordinates, x = r cos θ, y = r sin θ and dA = r dr dθ (do not forget the factor r).

Second derivatives

fxx = 4, fyy = 6, fxy = 1

Discriminant

D = 4·6 − 1² = 23
→ local minimum

Answer

D = 23
11.Sequences & series

Answer: L = 0.75

Convergence: if the terms do not tend to 0 the series diverges (n-th term test). Σ1/kᵖ converges only for p > 1, and Σrᵏ only for |r| < 1. Compare a series with one of these when its terms behave like them for large k. Ratio test: L = lim |ak+1/ak|; root test: L = lim |ak|1/k. L < 1 converges, L > 1 diverges, L = 1 decides nothing. A power series Σck(x − x₀)ᵏ converges for |x − x₀| < R with R = lim |ck/ck+1|; an alternating series with terms decreasing to 0 converges.

Ratio of consecutive terms

|ak+1/ak| = ((k + 1)/k)·3/4 → 3/4

Conclusion

L = 0.75 < 1

Answer

L = 0.75

L < 1, so the series converges.

12.Sequences & series

Answer: n = 7

Taylor polynomials: near x = a a smooth function is approximated by Pₙ(x) = f(a) + f′(a)(x − a) + f″(a)(x − a)²/2! + … + f⁽ⁿ⁾(a)(x − a)ⁿ/n!; for a = 0 this is the Maclaurin polynomial. Standard series: eˣ = Σxᵏ/k!, sin x = x − x³/3! + x⁵/5! − …, cos x = 1 − x²/2! + x⁴/4! − …, ln(1 + x) = x − x²/2 + x³/3 − …, 1/(1 − x) = Σxᵏ. Lagrange error bound: |f(x) − Pₙ(x)| ≤ M·|x − a|ⁿ⁺¹/(n + 1)!, where M is the largest value of |f⁽ⁿ⁺¹⁾| between a and x.

n(n + 1)!bound010.5120.125260.020833240.00260441200.000260457202.17 × 10⁻⁵650401.55 × 10⁻⁶7403209.688 × 10⁻⁸

Bounds for increasing n

n = 6: 1.55 × 10⁻⁶ ≥ 1 × 10⁻⁶
n = 7: 9.688 × 10⁻⁸ < 1 × 10⁻⁶

Smallest degree

n = 7

Answer

n = 7
13.Laplace transforms

Answer: f(0.3) = 1.235

Laplace transform: F(s) = ∫₀∞ f(t)·e−st dt turns derivatives into multiplications by s: ℒ{f′} = sF(s) − f(0), ℒ{f″} = s²F(s) − s·f(0) − f′(0). Standard pairs: 1 ↔ 1/s, e−at ↔ 1/(s + a), t·e−at ↔ 1/(s + a)², sin ωt ↔ ω/(s² + ω²), cos ωt ↔ s/(s² + ω²), and a shift s → s + σ multiplies the time function by e−σt. To invert a rational F(s), split it into partial fractions: the residue of a simple pole p is A = [(s − p)·F(s)] at s = p. Final value theorem: f(∞) = lims→0 s·F(s), valid only when all poles of s·F(s) lie in the left half-plane. Initial value theorem: f(0⁺) = lims→∞ s·F(s).

Factor the denominator

s² + 8s + 16 = (s + 4)²

Partial fractions

5s + 17 = 5(s + 4) + −3
F(s) = 5/(s + 4) − 3/(s + 4)²

Inverse transform

f(t) = 5·e−4t − 3·t·e−4t
f(0.3) = (5 − 3·0.3)·e−4·0.3 = 1.235

Answer

f(0.3) = 1.235
14.Laplace transforms

Answer: y(0.1) = 7.71

Laplace transform: F(s) = ∫₀∞ f(t)·e−st dt turns derivatives into multiplications by s: ℒ{f′} = sF(s) − f(0), ℒ{f″} = s²F(s) − s·f(0) − f′(0). Standard pairs: 1 ↔ 1/s, e−at ↔ 1/(s + a), t·e−at ↔ 1/(s + a)², sin ωt ↔ ω/(s² + ω²), cos ωt ↔ s/(s² + ω²), and a shift s → s + σ multiplies the time function by e−σt. To invert a rational F(s), split it into partial fractions: the residue of a simple pole p is A = [(s − p)·F(s)] at s = p. Final value theorem: f(∞) = lims→0 s·F(s), valid only when all poles of s·F(s) lie in the left half-plane. Initial value theorem: f(0⁺) = lims→∞ s·F(s).

Transform the equation

s²Y − 9s − (−6) + 11(sY − 9) + 30Y = 0
Y(s) = (9s + 93)/((s + 5)(s + 6))

Partial fractions

A = 48/1 = 48
B = 39/(−1) = −39

Result

y(t) = 48·e−5t − 39·e−6t
y(0.1) = 7.71

Answer

y(0.1) = 7.71

Check: y(0) = A + B = 9.

15.Convolution & LTI systems

Answer: y(1) = 6

Continuous convolution: y(t) = ∫ x(τ)·h(t − τ) dτ. Flip h, slide it to position t and integrate the product of the overlapping parts. For causal signals the integral runs from 0 to t. Useful results: the area of y is the area of x times the area of h; if x lasts from t₁ to t₂ and h from t₃ to t₄, y lasts from t₁ + t₃ to t₂ + t₄. For h(t) = e−atu(t) and a step of height A, y(t) = (A/a)(1 − e−at).

Overlap of the flipped pulse

h(t − τ) is the pulse of h flipped and shifted so that it ends at τ = t.

τ ∈ [0, 1] → length 1 s

Integral

y(1) = 3·2·1 = 6

Answer

y(1) = 6

y(t) is a trapezoid: it rises from 0, stays at 6 and falls back to 0 at t = 3 s.

16.Convolution & LTI systems

Answer: φ = −56.31 °

Impulse response and Fourier series: the impulse response h(t) describes an LTI system completely: for y′ + a·y = b·x it is h(t) = b·e−atu(t), and for y[n] = a·y[n − 1] + b·x[n] it is h[n] = b·aⁿu[n]. A sinusoid cos ωt passes through with gain |H(jω)| and phase ∠H(jω), where H is the Fourier transform of h. A periodic signal is a sum of harmonics at k/T: a square wave of ±A has only odd harmonics with amplitudes 4A/(kπ), a triangle wave of peak A has 8A/(π²k²), and a pulse train of height A and duty cycle D has the mean A·D and the harmonics (2A/(kπ))·|sin(kπD)|.

Frequency response

H(jω) = 2/(2 + jω)

Phase at the input frequency

φ = −atan(3/2) = −56.31°

Answer

φ = −56.31°

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