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) = 5y(2) = ?

Solve y″ + 7y′ + 12y = 0 with y(0) = 5 and y′(0) = -4. Find y(2).

y″ + 7y′ + 12y = 0y(0) = 5y′(0) = -4
y(2) =
2.Differential equationsHard
tyK = 2y(0.75) = ?

A system obeys y″ + 2y′ + 10y = 20 for t ≥ 0, starting from rest: y(0) = 0, y′(0) = 0. Find y(0.75); angles in radians.

y″ + 2y′ + 10y = 20y(0) = 0y′(0) = 0
y(0.75) =
3.Matrices & determinantsMedium
A =3154332−5−3

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

A = [3 1 5; 4 3 3; 2 −5 −3]
det A =
4.Matrices & determinantsHard
A =−2−235

Find the larger eigenvalue λ of the matrix A shown.

A = [−2 −2; 3 5]
λ =
5.Vectors: dot & cross productMedium
xyzdFAB

A constant force F = (−15, −15, −5) N acts on an object while it moves in a straight line from point A(−4, 5, 5) to point B(3, 5, 4). Coordinates are in metres. Find the work W done by the force.

F = (−15, −15, −5) NA(−4, 5, 5) mB(3, 5, 4) m
W = J
6.Vectors: dot & cross productHard
xyzABC

Find the area A of the triangle with corners A(−4, 2, −3), B(4, −1, 3) and C(1, 0, 0). Coordinates are in metres.

A(−4, 2, −3)B(4, −1, 3)C(1, 0, 0)
A = m²
7.IntegralsMedium
xy28

Evaluate I = ∫28 2/x dx.

f(x) = 2/x[2, 8]
I =
8.IntegralsHard
xy1y = xy = x²

The region between the line y = x and the parabola y = x² is rotated about the x-axis. Find the volume V of the solid.

y = xy = x²
V =
9.Multivariable calculusMedium
xy−23P

Use the tangent plane of f(x, y) = −4x³y³ − 4x³ + 3y³ − xy at (−2, 3) to approximate f(−1.8, 2.9). Give the linear approximation L.

f(x, y) = −4x³y³ − 4x³ + 3y³ − xy(a, b) = (−2, 3)(x, y) = (−1.8, 2.9)
L =
10.Multivariable calculusHard
xyy = 1y = x11

The integral I = ∫01 ∫x1 ey² dy dx cannot be done in this order. Reverse the order of integration and evaluate it.

f = ey²0 ≤ x ≤ y ≤ 1
I =
11.Sequences & seriesMedium
xx₀ = 0??R

Find the radius of convergence R of the power series Σk=1∞ 25ᵏx²ᵏ/k.

Σ 25ᵏx²ᵏ/kx₀ = 0
R =
12.Sequences & seriesHard

Recognise the series and find its sum: S = Σk=0∞ (−1)ᵏ·0.52k/(2k)!.

ak = (−1)ᵏ·0.52k/(2k)!
S =
13.Laplace transformsMedium
t (s)f(t)t = 0.75f(0.75) = ?

Find f(t) for F(s) = 15/(s(s + 1)(s + 3)) by partial fractions, and evaluate f(0.75).

F(s) = 15/(s(s + 1)(s + 3))t = 0.75 s
f(0.75) =
14.Laplace transformsHard
ReIm−1−2−3−4−51

A system is described by the differential equation y″ + 2y′ + 2y = 3u′ + 15u, with input u(t) and output y(t). Find its transfer function G(s) = Y(s)/U(s) (zero initial conditions) and evaluate the impulse response g(t) at t = 0.6 s. Find g(0.6).

y″ + 2y′ + 2y = 3u′ + 15ut = 0.6 s
g(0.6) =
15.Convolution & LTI systemsMedium
x(t)t11h(t)t22

The pulse x(t) = 1 for 0 ≤ t < 1 s is convolved with h(t), a triangle that falls linearly from 2 at t = 0 to 0 at t = 2 s. Find the area Ay under y(t) = x(t) ∗ h(t).

x(t) = 1, 0 ≤ t < 1 sh(0) = 2, h(2) = 0
Ay =
16.Convolution & LTI systemsHard
x(t)t (ms)0.2123

A pulse train has height 3, pulse width 0.2 ms and period 1 ms. Find the amplitude c2 of harmonic number 2, at 2000 Hz.

A = 3τ = 0.2 msT = 1 ms
c2 =

3Solutions

1.Differential equations

Answer: y(2) = 0.03597

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.

Characteristic roots

(r + 3)(r + 4) = 0 → r = −3, −4

Constants from the initial values

A + B = 5, −3A − 4B = -4
A = 16, B = −11

Evaluate

y(2) = 16·e−6 + (−11)·e−8 = 0.03597

Answer

y(2) = 0.03597
2.Differential equations

Answer: y(0.75) = 2.348

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 = 2, r = −1 ± 3j

Constants from the initial values

y(0) = 2 + A = 0 → A = −2
y′(0) = −1A + 3B = 0 → B = −0.6667

Evaluate

y(0.75) = 2·(1 − e−0.75(cos 2.25 + 0.3333·sin 2.25)) = 2.348

Answer

y(0.75) = 2.348
3.Matrices & determinants

Answer: det A = −94

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 = 6, M₁₂ = −18, M₁₃ = −26

Cofactor expansion

det A = 3·6 − 1·(−18) + 5·(−26) = −94

Answer

det A = −94
4.Matrices & determinants

Answer: λ = 4

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.

Characteristic equation

λ² − (3)λ + (−4) = 0

Solve

λ = (3 ± √(25))/2 → λ = −1, 4
λ = 4

Answer

λ = 4
5.Vectors: dot & cross product

Answer: W = −100 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 = (3, 5, 4) − (−4, 5, 5) = (7, 0, −1) m

Work

W = F·d = (−15)·7 + (−15)·0 + (−5)·(−1) = −100 J

Answer

W = −100 J

Negative work: the force acts mostly against the motion.

6.Vectors: dot & cross product

Answer: A = 3.391 m²

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.

Edge vectors

AB = B − A = (8, −3, 6)
AC = C − A = (5, −2, 3)

Cross product

(AB × AC)x = AByACz − ABzACy = (−3)·3 − 6·(−2) = 3
(AB × AC)y = ABzACx − ABxACz = 6·5 − 8·3 = 6
(AB × AC)z = ABxACy − AByACx = 8·(−2) − (−3)·5 = −1
|AB × AC| = √(3² + 6² + (−1)²) = 6.782

Area of the triangle

A = ½·6.782 = 3.391 m²

Answer

A = 3.391 m²
7.Integrals

Answer: I = 2.773

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.

Antiderivative

F(x) = 2·ln x

Evaluate at the limits

I = 2·(ln 8 − ln 2) = 2·ln 4 = 2.773

Answer

I = 2.773
8.Integrals

Answer: V = 0.4189

Volumes of revolution: rotating the region under y = f(x) from x = a to x = b about the x-axis makes a solid whose cross-section at x is a disc of radius f(x). Adding the discs gives V = π∫ₐᵇ f(x)² dx. When the region lies between an outer curve R(x) and an inner curve r(x), each slice is a washer: V = π∫ₐᵇ (R(x)² − r(x)²) dx. Square the radii before you subtract them.

Intersection points

1x = 1x² → x = 0, x = 1

Washer method

V = π∫₀1 ((1x)² − (1x²)²) dx

Integrate

V = π(1·1³/3 − 1·1⁵/5) = π·0.1333 = 0.4189

Answer

V = 0.4189
9.Multivariable calculus

Answer: L = 618.9

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(−2, 3) = 983
fx = −12x²y³ − 12x² − y → fx(−2, 3) = −1347
fy = −12x³y² + 9y² − x → fy(−2, 3) = 947

Tangent plane

z = 983 − 1347(x + 2) + 947(y − 3)
z = −1347x + 947y − 4552

Linear approximation

L = 983 + (−1347)·0.2 + 947·(−0.1) = 618.9

Answer

L = 618.9

The exact value is f = 670.661592; the plane is close because the step is small.

10.Multivariable calculus

Answer: I = 0.8591

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).

Region

0 ≤ x ≤ y, 0 ≤ y ≤ 1

Reversed order

I = ∫01 ∫0y ey² dx dy = ∫01 y·ey² dy

Substitution u = y²

I = [ey²/2]01 = 0.8591

Answer

I = 0.8591
11.Sequences & series

Answer: R = 0.2

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.

Coefficients

The series is in x²: it converges for 25·x² < 1, so |x| < 1/5.

Radius

R = 0.2

Answer

R = 0.2

The ratio test says nothing at the two end points; they have to be checked separately.

12.Sequences & series

Answer: S = 0.8776

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.

Standard series

Σ (−1)ᵏx2k/(2k)! = cos x

Substitute

x = 0.5
S = cos 0.5 = 0.8776

Answer

S = 0.8776
13.Laplace transforms

Answer: f(0.75) = 1.721

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).

Partial fractions

F(s) = A/s + B/(s + 1) + C/(s + 3)
A = 15/(1·3) = 5
B = 15/((−1)·2) = −7.5
C = 15/((−3)·(−2)) = 2.5

Inverse transform

f(t) = 5 − 7.5·e−t + 2.5·e−3t

Evaluate

f(0.75) = 5 − 7.5·e−0.75 + 2.5·e−3·0.75 = 1.721

Answer

f(0.75) = 1.721
14.Laplace transforms

Answer: g(0.6) = 5.077

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).

Transfer function

G(s) = Y(s)/U(s) = (3s + 15)/(s² + 2s + 2)

Partial fractions

s² + 2s + 2 = (s + 1)² + 1²
G(s) = 3·(s + 1)/((s + 1)² + 1²) + (12/1)·1/((s + 1)² + 1²)

Impulse response

g(t) = e−t·(3·cos 1t + 12·sin 1t)
g(0.6) = 5.077

Answer

g(0.6) = 5.077
15.Convolution & LTI systems

Answer: Ay = 2

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).

Areas of the inputs

∫x dt = 1·1 = 1
∫h dt = ½·2·2 = 2

Area of the output

Ay = 1·2 = 2

Answer

Ay = 2
16.Convolution & LTI systems

Answer: c2 = 0.9082

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)|.

Duty cycle

D = 0.2/1 = 0.2

Harmonic amplitude

c2 = (2·3/(2π))·|sin(2π·0.2)| = 0.9082

Answer

c2 = 0.9082

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