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) = 1y(1) = ?

Solve y″ + 6y′ + 8y = 0 with y(0) = 1 and y′(0) = 2. Find y(1).

y″ + 6y′ + 8y = 0y(0) = 1y′(0) = 2
y(1) =
2.Differential equationsHard
ty1y(1) = ?

Solve y′ + 0.5y = 7e−3t with y(0) = 5. Find y(1).

y′ + 0.5y = 7e−3ty(0) = 5
y(1) =
3.Matrices & determinantsMedium
A =−66−43B =−23−50

Let C = AB for the matrices shown. Find the entry c11 (row 1, column 1).

A = [−6 6; −4 3]B = [−2 3; −5 0]
c11 =
4.Matrices & determinantsHard
A =6−24−2b =10−4

Solve the system 6x − 2y = 10 and 4x − 2y = −4. Find x.

6x − 2y = 104x − 2y = −4
x =
5.Vectors: dot & cross productMedium
xyzdFAB

A constant force F = (10, 0, −10) N acts on an object while it moves in a straight line from point A(1, −1, −5) to point B(5, 5, −3). Coordinates are in metres. Find the work W done by the force.

F = (10, 0, −10) NA(1, −1, −5) mB(5, 5, −3) m
W = J
6.Vectors: dot & cross productHard
xyzrFOA

A force F = (20, 20, 30) N acts at point A(−2, 0, 2). Coordinates are in metres. Find the z-component Mz of the moment of the force about the origin O(0, 0, 0).

F = (20, 20, 30) NA(−2, 0, 2) mO(0, 0, 0) m
Mz = N·m
7.IntegralsMedium
xy16y = x ln x

Evaluate I = ∫₁6 x·ln x dx.

∫₁6 x ln x dx
I =
8.IntegralsHard
xy3y = x²eˣ

Evaluate I = ∫₀3 x²·eˣ dx.

∫₀3 x²eˣ dx
I =
9.Multivariable calculusMedium
xy−12P

The tangent plane to z = 2 sin(2x + 3y) at the point where (x, y) = (−1, 2) can be written as z = px + qy + c. Find c.

f(x, y) = 2 sin(2x + 3y)(a, b) = (−1, 2)
c =
10.Multivariable calculusHard
xyx = 3y = x33

Evaluate I = ∬T (3x − 2y) dA over the triangle T bounded by y = 0, x = 3 and y = x.

f = 3x − 2y0 ≤ x ≤ 30 ≤ y ≤ x
I =
11.Sequences & seriesMedium
xx₀ = 3??R

The power series Σk=1∞ (2k)!·(x − 3)ᵏ/(k!)² converges on an interval around x₀ = 3. Find the right end x of that interval.

Σ (2k)!·(x − 3)ᵏ/(k!)²x₀ = 3
x =
12.Sequences & seriesHard

f(x) = ln(1 + x) is approximated by its Maclaurin polynomial of degree 5 at x = 0.3. Use the Lagrange error bound M·|x|ⁿ⁺¹/(n + 1)! with M = 5! = 120 to find the largest possible error |R₅|.

f(x) = ln(1 + x)n = 5x = 0.3M = 120
|R₅| =
13.Laplace transformsMedium
ReIm−1−2−3−4−51

F(s) = (4s + 7)/(s² + 7s + 10). Its inverse transform has the form f(t) = A·e−2t + B·e−5t. Find the coefficient A by partial fractions.

F(s) = (4s + 7)/(s² + 7s + 10)
A =
14.Laplace transformsHard
t (s)y(t)t = 0.6y(0.6) = ?

Solve y″ + 5y′ + 6y = 0 with y(0) = −7 and y′(0) = 1 using the Laplace transform, and find y(0.6).

y″ + 5y′ + 6y = 0y(0) = −7y′(0) = 1t = 0.6 s
y(0.6) =
15.Convolution & LTI systemsMedium
x(t)t10h(t)t11

A system has the impulse response h(t) = e−1tu(t). The input is a step x(t) = 10·u(t). Find the output y(4) at t = 4 s.

h(t) = e−1tu(t)x(t) = 10·u(t)t = 4 s
y(4) =
16.Convolution & LTI systemsHard
δ[n]2+h[n]0.9·z⁻¹+

A system obeys y[n] = 0.9·y[n − 1] + 2·x[n] and starts at rest. Find its impulse response sample h[3].

y[n] = 0.9y[n − 1] + 2x[n]x[n] = δ[n]
h[3] =

3Solutions

1.Differential equations

Answer: y(1) = 0.3694

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 + 2)(r + 4) = 0 → r = −2, −4

Constants from the initial values

A + B = 1, −2A − 4B = 2
A = 3, B = −2

Evaluate

y(1) = 3·e−2 + (−2)·e−4 = 0.3694

Answer

y(1) = 0.3694
2.Differential equations

Answer: y(1) = 4.592

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.

Integrating factor

μ = e0.5t
(e0.5ty)′ = 7e−2.5t

General solution

y = 7/(−2.5)·e−3t + C·e−0.5t = −2.8·e−3t + C·e−0.5t

Initial condition

5 = −2.8 + C → C = 7.8

Evaluate

y(1) = −2.8·0.04979 + 7.8·0.6065 = 4.592

Answer

y(1) = 4.592
3.Matrices & determinants

Answer: c11 = −18

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.

Row times column

c11 = (−6)·(−2) + 6·(−5) = −18

Answer

c11 = −18
4.Matrices & determinants

Answer: x = 7

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 = 6·(−2) − (−2)·4 = −4

Replace the x column

det Aₓ = 10·(−2) − (−2)·(−4) = −28
x = −28/(−4) = 7

Answer

x = 7
y = 16
5.Vectors: dot & cross product

Answer: W = 20 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, 5, −3) − (1, −1, −5) = (4, 6, 2) m

Work

W = F·d = 10·4 + 0·6 + (−10)·2 = 20 J

Answer

W = 20 J
6.Vectors: dot & cross product

Answer: Mz = −40 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, 0, 2) − (0, 0, 0) = (−2, 0, 2) m

Moment M = r × F

(r × F)x = ryFz − rzFy = 0·30 − 2·20 = −40 N·m
(r × F)y = rzFx − rxFz = 2·20 − (−2)·30 = 100 N·m
(r × F)z = rxFy − ryFx = (−2)·20 − 0·20 = −40 N·m

Requested component

Mz = −40 N·m

Answer

Mz = −40 N·m
7.Integrals

Answer: I = 23.5

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

(18·ln 6 − 9) − (0 − 0.25) = 23.5

Answer

I = 23.5
8.Integrals

Answer: I = 98.43

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.

First round

∫x²eˣ dx = x²eˣ − ∫2x eˣ dx

Second round

∫2x eˣ dx = 2x eˣ − 2eˣ
∫x²eˣ dx = eˣ(x² − 2x + 2)

Limits

20.09·(5) − 1·2 = 98.43

Answer

I = 98.43
9.Multivariable calculus

Answer: c = 3.716

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, 2) = −1.514
fx = 4 cos(2x + 3y) → fx(−1, 2) = −2.615
fy = 6 cos(2x + 3y) → fy(−1, 2) = −3.922

Tangent plane

z = −1.514 − 2.615(x + 1) − 3.922(y − 2)
z = −2.615x − 3.922y + 3.716

Constant term

c = 3.716

Answer

c = 3.716
10.Multivariable calculus

Answer: I = 18

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).

Limits

0 ≤ x ≤ 3, 0 ≤ y ≤ x

Inner integral

∫0x (3x − 2y) dy = 3x·x − 2·(x)²/2 = 2x²

Outer integral

I = 2·3³/3 = 18

Answer

I = 18
11.Sequences & series

Answer: x = 3.25

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

ck+1/ck = (2k + 2)(2k + 1)/(k + 1)² → 4, so R = 1/4

Radius

R = 0.25

Interval

2.75 < x < 3.25
x = 3.25

Answer

x = 3.25

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

12.Sequences & series

Answer: |R₅| = 0.0001215

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.

Bound on the derivative

M = 5! = 120

Lagrange bound

|R₅| ≤ 120·0.3⁶/6! = 0.0001215

Answer

|R₅| = 0.0001215

The true error is smaller: |f(0.3) − P₅(0.3)| = 9.674 × 10⁻⁵.

13.Laplace transforms

Answer: A = −0.3333

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 + 7s + 10 = (s + 2)(s + 5)
F(s) = A/(s + 2) + B/(s + 5)

Cover-up rule

Multiply by (s + 2) and set s = −2: the B-term vanishes.

A = (4s + 7)/(s + 5) |s = −2 = −1/3 = −0.3333

Answer

A = −0.3333
(B = 4.333, so f(t) = −0.3333·e−2t + 4.333·e−5t)
14.Laplace transforms

Answer: y(0.6) = −3.875

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 − (−7)s − 1 + 5(sY − (−7)) + 6Y = 0
Y(s) = (−7s − 34)/((s + 2)(s + 3))

Partial fractions

A = −20/1 = −20
B = −13/(−1) = 13

Result

y(t) = −20·e−2t + 13·e−3t
y(0.6) = −3.875

Answer

y(0.6) = −3.875

Check: y(0) = A + B = −7.

15.Convolution & LTI systems

Answer: y(4) = 9.817

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 with a step

y(t) = 10·∫₀ᵗ e−1τ dτ = (10/1)·(1 − e−1t)

Evaluate

y(4) = 10·(1 − e−4) = 9.817

Answer

y(4) = 9.817
16.Convolution & LTI systems

Answer: h[3] = 1.458

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)|.

Iterate

h[0] = 2
h[1] = 1.8
h[2] = 1.62
h[3] = 1.458

Result

h[3] = 2·(0.9)3 = 1.458

Answer

h[3] = 1.458

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