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
tyy(0) = 2y(1.5) = ?

Solve y″ + 4y′ + 4y = 0 with y(0) = 2 and y′(0) = -1. Find y(1.5).

y″ + 4y′ + 4y = 0y(0) = 2y′(0) = -1
y(1.5) =
2.Differential equationsHard
t (min)m (kg)50 minm = ?

A tank holds 100 L of water in which 5 kg of salt is dissolved. Brine with 0.25 kg of salt per litre flows in at 4 L/min, and the well-mixed solution flows out at the same rate. How much salt m is in the tank after 50 min?

V = 100 Lm0 = 5 kgc = 0.25 kg/Lr = 4 L/min
m = kg
3.Matrices & determinantsMedium
A =−14−3−21−233−2

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

A = [−1 4 −3; −2 1 −2; 3 3 −2]
det A =
4.Matrices & determinantsHard
A =4−15−3b =−2−4

Solve the system 4x − y = −2 and 5x − 3y = −4. Find x.

4x − y = −25x − 3y = −4
x =
5.Vectors: dot & cross productMedium
xyzdFAB

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

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

The unit vector n̂ is perpendicular to both a = (0, −4, 1) and b = (3, −4, 3) and has a positive z-component. Find its x-component n̂x.

a = (0, −4, 1)b = (3, −4, 3)n̂z > 0
n̂x =
7.IntegralsMedium
xyπy = x·cos x

Evaluate I = ∫₀π x·cos x dx (x in radians).

∫₀π x·cos x dx
I =
8.IntegralsHard
xyy = 0.5x2​y = x

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

y = 0.5x2y = x
A =
9.Multivariable calculusMedium

z = −4x²y² − 5x³ − 2y² − 3xy with x = t and y = −2t² + 2. Use the chain rule to find dz/dt at t = 2.

z = −4x²y² − 5x³ − 2y² − 3xyx = ty = −2t² + 2t = 2
dz/dt =
10.Multivariable calculusHard
xy−20−2−101AB

The marked points are the critical points of f(x, y) = x³ + y³ + 3xy. Click the saddle point.

f(x, y) = x³ + y³ + 3xy
  1. 1A (−1, −1)
  2. 2B (0, 0)
11.Sequences & seriesMedium
k|aₖ₊₁/aₖ|123456789101112

Apply the ratio test to Σk=1∞ kᵏ/(2ᵏ·k!). Find L = lim |ak+1/ak|.

ak = kᵏ/(2ᵏ·k!)
L =
12.Sequences & seriesHard

Find the coefficient c₃ of (x − 5)³ in the Taylor series of f(x) = 1/x about a = 5.

f(x) = 1/xa = 5k = 3
c₃ =
13.Laplace transformsMedium
t (s)f(t)t = 0.3f(0.3) = ?

Find f(t) for F(s) = (4s + 31)/(s² + 2s + 1) and evaluate f(0.3).

F(s) = (4s + 31)/(s² + 2s + 1)t = 0.3 s
f(0.3) =
14.Laplace transformsHard
t (s)y(t)t = 0.75y(0.75) = ?

A system obeys y″ + 5y′ + 4y = 24·u(t). It starts at rest (y(0) = 0, y′(0) = 0) and the input is a step u(t) = 10 for t ≥ 0. Use the Laplace transform to find the output y(0.75).

y″ + 5y′ + 4y = 24·u(t)u(t) = 10y(0) = 0, y′(0) = 0t = 0.75 s
y(0.75) =
15.Convolution & LTI systemsMedium
x(t)t2h(t)t1

The input x(t) = 2·e−4tu(t) is applied to a system with h(t) = e−0.5tu(t). Find the output y(1.5) at t = 1.5 s.

x(t) = 2·e−4tu(t)h(t) = e−0.5tu(t)t = 1.5 s
y(1.5) =
16.Convolution & LTI systemsHard
δ(t)y′ + 10y = 2xh(t)

A system obeys y′(t) + 10·y(t) = 2·x(t). Find its impulse response at t = 0.05 s, h(0.05).

y′ + 10y = 2xt = 0.05 s
h(0.05) =

3Solutions

1.Differential equations

Answer: y(1.5) = 0.3236

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.

Double root

(r + 2)² = 0 → r = −2

Constants

A = y(0) = 2
y′(0) = B − 2A → B = -1 + 4 = 3

Evaluate

y(1.5) = (2 + 3·1.5)·e−3 = 0.3236

Answer

y(1.5) = 0.3236
2.Differential equations

Answer: m = 22.29 kg

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.

Set up the equation

dm/dt = 4·0.25 − (4/100)·m = 1 − 0.04·m

Solve

The integrating factor is ert/V; the solution approaches the equilibrium c·V.

m(t) = 25 + (−20)·e−t/25

Substitute t

m(50) = 25 + (−20)·0.1353 = 22.29 kg

Answer

m = 22.29 kg
3.Matrices & determinants

Answer: det A = −17

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 = 4, M₁₂ = 10, M₁₃ = −9

Cofactor expansion

det A = (−1)·4 − 4·10 + (−3)·(−9) = −17

Answer

det A = −17
4.Matrices & determinants

Answer: x = −0.2857

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 = 4·(−3) − (−1)·5 = −7

Replace the x column

det Aₓ = (−2)·(−3) − (−1)·(−4) = 2
x = 2/(−7) = −0.2857

Answer

x = −0.2857
y = 0.8571
5.Vectors: dot & cross product

Answer: W = −165 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 = (0, −3, 2) − (−3, 2, 1) = (3, −5, 1) m

Work

W = F·d = (−20)·3 + 20·(−5) + (−5)·1 = −165 J

Answer

W = −165 J

Negative work: the force acts mostly against the motion.

6.Vectors: dot & cross product

Answer: n̂x = −0.5431

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.

Cross product

(a × b)x = aybz − azby = (−4)·3 − 1·(−4) = −8
(a × b)y = azbx − axbz = 1·3 − 0·3 = 3
(a × b)z = axby − aybx = 0·(−4) − (−4)·3 = 12

Normalise

The z-component of a × b is already positive.

|a × b| = √((−8)² + 3² + 12²) = 14.73
n̂ = (−8, 3, 12)/14.73 = (−0.5431, 0.2037, 0.8146)
n̂x = −0.5431

Answer

n̂x = −0.5431
7.Integrals

Answer: I = −2

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 = x, du = dx; dv = cos x dx, v = sin x

Antiderivative

∫x cos x dx = x sin x − ∫sin x dx = x sin x + cos x

Limits

(π·sin π + cos π) − (0 + 1) = −2

Answer

I = −2
8.Integrals

Answer: A = 0.6667

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 = x → x = 0, x = 2

Integrate upper minus lower

A = [0.5x2 − 0.1667x3]02 = 0.6667

Answer

A = 0.6667
9.Multivariable calculus

Answer: dz/dt = −2298

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.

Point and rates

x(2) = 2, y(2) = −6
dx/dt = 1, dy/dt = −4t = −8

Partial derivatives

fx = −8xy² − 15x² − 3y = −618
fy = −8x²y − 4y − 3x = 210

Chain rule

dz/dt = (−618)·1 + 210·(−8) = −2298

Answer

dz/dt = −2298
10.Multivariable calculus

Answer: B (0, 0)

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).

Critical points

Solve fx = 0 and fy = 0 together.

fx = 3x² + 3y = 0
fy = 3y² + 3x = 0
(0, 0), (−1, −1)

Second-derivative test

(0, 0): fxx = 0, fyy = 0, fxy = 3, D = −9 → saddle point
(−1, −1): fxx = −6, fyy = −6, fxy = 3, D = 27 → local maximum

The point

B (0, 0): saddle point

Answer

B (0, 0)
11.Sequences & series

Answer: L = 1.359

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| = (1 + 1/k)ᵏ/2 → e/2

Conclusion

L = 1.359 > 1

Answer

L = 1.359

L > 1, so the series diverges.

12.Sequences & series

Answer: c₃ = −0.0016

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.

Derivative f⁽³⁾

f⁽³⁾(x) = −6/x⁴

Coefficient

c₃ = −6/(5⁴·6) = −0.0016
c₃ = −0.0016

Answer

c₃ = −0.0016
13.Laplace transforms

Answer: f(0.3) = 8.964

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 + 2s + 1 = (s + 1)²

Partial fractions

4s + 31 = 4(s + 1) + 27
F(s) = 4/(s + 1) + 27/(s + 1)²

Inverse transform

f(t) = 4·e−t + 27·t·e−t
f(0.3) = (4 + 27·0.3)·e−0.3 = 8.964

Answer

f(0.3) = 8.964
14.Laplace transforms

Answer: y(0.75) = 23.21

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

Y(s) = 240/(s(s + 1)(s + 4))

Partial fractions

A = 240/(1·4) = 60
B = 240/((−1)·3) = −80
C = 240/((−4)·(−3)) = 20

Output

y(t) = 60 − 80·e−t + 20·e−4t
y(0.75) = 23.21

Answer

y(0.75) = 23.21
15.Convolution & LTI systems

Answer: y(1.5) = 0.2685

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).

Convolution integral

y(t) = 2e−0.5t∫₀ᵗ e−(4 − 0.5)τ dτ = 2(e−0.5t − e−4t)/(3.5)

Evaluate

y(1.5) = 2·(0.4724 − 0.002479)/(3.5) = 0.2685

Answer

y(1.5) = 0.2685
16.Convolution & LTI systems

Answer: h(0.05) = 1.213

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)|.

Transfer function

H(s) = Y(s)/X(s) = 2/(s + 10)

Impulse response

h(t) = 2·e−10tu(t)
h(0.05) = 2·e−0.5 = 1.213

Answer

h(0.05) = 1.213

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