Engineering Mathematics 2: cram pack

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

New problemsBack to the course

In the print window, choose “Save as PDF” to keep a copy on your device.

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)19Ta​18 °C

A can of soda at 6 °C is taken out of the fridge into a room at 22 °C. After 19 min its temperature is 18 °C. It follows Newton's law of cooling, dT/dt = −k·(T − Tₐ). Find the constant k in min⁻¹.

T0 = 6 °CTa = 22 °CT(19) = 18 °C
k = min⁻¹
2.Differential equationsHard
t (min)m (kg)60 minm = ?

A tank holds 500 L of pure water. Brine with 0.2 kg of salt per litre flows in at 5 L/min, and the well-mixed solution flows out at the same rate. How much salt m is in the tank after 60 min?

V = 500 Lm0 = 0 kgc = 0.2 kg/Lr = 5 L/min
m = kg
3.Matrices & determinantsMedium
A =3−402315−34

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

A = [3 −4 0; 2 3 1; 5 −3 4]
det A =
4.Matrices & determinantsHard
A =2−13−2

Find the larger eigenvalue λ of the matrix A shown.

A = [2 −1; 3 −2]
λ =
5.Vectors: dot & cross productMedium
xyzdFAB

A constant force F = (5, −5, 10) N acts on an object while it moves in a straight line from point A(2, 0, −2) to point B(−2, 2, −5). Coordinates are in metres. Find the work W done by the force.

F = (5, −5, 10) NA(2, 0, −2) mB(−2, 2, −5) m
W = J
6.Vectors: dot & cross productHard
xyzab

For a = (−6, 3, 1) and b = (−4, −2, −2), find the y-component (a × b)y of the cross product a × b.

a = (−6, 3, 1)b = (−4, −2, −2)
(a × b)y =
7.IntegralsMedium
xy12y = x ln x

Evaluate I = ∫₁2 x·ln x dx.

∫₁2 x ln x dx
I =
8.IntegralsHard
xy−33

Find the area A of the region between the parabola y = 9 − x² and the x-axis.

y = 9 − x²
A =
9.Multivariable calculusMedium
xy3−1P

The tangent plane to z = −xy² + 4x² − 2y² + 4xy at the point where (x, y) = (3, −1) can be written as z = px + qy + c. Find c.

f(x, y) = −xy² + 4x² − 2y² + 4xy(a, b) = (3, −1)
c =
10.Multivariable calculusHard
xyy = 1y = x11

The integral I = ∫01 ∫x1 sin(y²) dy dx cannot be done in this order. Reverse the order of integration and evaluate it.

f = sin(y²)0 ≤ x ≤ y ≤ 1
I =
11.Sequences & seriesMedium
kSn​12345678910S = ?

Find the sum S = Σk=1∞ 2/(k(k + 4)).

ak = 2/(k(k + 4))
S =
12.Sequences & seriesHard

f(x) = eˣ 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 = 2, find the smallest degree n that guarantees an error below 0.0001.

f(x) = eˣx = 0.5M = 2ε = 0.0001
n =
13.Laplace transformsMedium
t (s)f(t)t = 0.4f(0.4) = ?

Find f(t) for F(s) = 60/(s(s + 3)(s + 5)) by partial fractions, and evaluate f(0.4).

F(s) = 60/(s(s + 3)(s + 5))t = 0.4 s
f(0.4) =
14.Laplace transformsHard
t (s)y(t)t = 1y(1) = ?

A system obeys y″ + 4y′ + 3y = 12·u(t), with y(0) = 4 and y′(0) = 0. At t = 0 a step input u(t) = 10 is applied. Use the Laplace transform to find y(1).

y″ + 4y′ + 3y = 12·u(t)y(0) = 4y′(0) = 0u(t) = 10t = 1 s
y(1) =
15.Convolution & LTI systemsMedium
x(t)t44h(t)t11

The pulse x(t) = 4 for 0 ≤ t < 4 s is convolved with the pulse h(t) = 1 for 0 ≤ t < 1 s. Find the area Ay under y(t) = x(t) ∗ h(t).

x(t) = 4, 0 ≤ t < 4 sh(t) = 1, 0 ≤ t < 1 s
Ay =
16.Convolution & LTI systemsHard
δ(t)y′ + 10y = 3xh(t)

A system obeys y′(t) + 10·y(t) = 3·x(t). Find its impulse response at t = 0.1 s, h(0.1).

y′ + 10y = 3xt = 0.1 s
h(0.1) =

3Solutions

1.Differential equations

Answer: k = 0.07296 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−19k = -4/-16

Solve for k

k = ln(-16/-4)/19 = 0.07296 min⁻¹

Answer

k = 0.07296 min⁻¹
2.Differential equations

Answer: m = 45.12 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 = 5·0.2 − (5/500)·m = 1 − 0.01·m

Solve

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

m(t) = 100 + (−100)·e−t/100

Substitute t

m(60) = 100 + (−100)·0.5488 = 45.12 kg

Answer

m = 45.12 kg
3.Matrices & determinants

Answer: det A = 57

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 = 15, M₁₂ = 3, M₁₃ = −21

Cofactor expansion

det A = 3·15 − (−4)·3 + 0·(−21) = 57

Answer

det A = 57
4.Matrices & determinants

Answer: λ = 1

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 − (0)λ + (−1) = 0

Solve

λ = (0 ± √(4))/2 → λ = −1, 1
λ = 1

Answer

λ = 1
5.Vectors: dot & cross product

Answer: W = −60 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 = (−2, 2, −5) − (2, 0, −2) = (−4, 2, −3) m

Work

W = F·d = 5·(−4) + (−5)·2 + 10·(−3) = −60 J

Answer

W = −60 J

Negative work: the force acts mostly against the motion.

6.Vectors: dot & cross product

Answer: (a × b)y = −16

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, component by component

(a × b)x = aybz − azby = 3·(−2) − 1·(−2) = −4
(a × b)y = azbx − axbz = 1·(−4) − (−6)·(−2) = −16
(a × b)z = axby − aybx = (−6)·(−2) − 3·(−4) = 24

Requested component

(a × b)y = −16

Answer

(a × b)y = −16

Check: a × b is perpendicular to both vectors, so its dot product with a and with b is zero.

7.Integrals

Answer: I = 0.6363

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

(2·ln 2 − 1) − (0 − 0.25) = 0.6363

Answer

I = 0.6363
8.Integrals

Answer: A = 36

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.

Zeros

9 − x² = 0 → x = ±3

Integrate

A = [9x − x³/3]−33 = 18 − (−18) = 36

Answer

A = 36
9.Multivariable calculus

Answer: c = −16

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(3, −1) = 19
fx = −y² + 8x + 4y → fx(3, −1) = 19
fy = −2xy − 4y + 4x → fy(3, −1) = 22

Tangent plane

z = 19 + 19(x − 3) + 22(y + 1)
z = 19x + 22y − 16

Constant term

c = −16

Answer

c = −16
10.Multivariable calculus

Answer: I = 0.2298

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 sin(y²) dx dy = ∫01 y·sin(y²) dy

Substitution u = y²

I = [−cos(y²)/2]01 = 0.2298

Answer

I = 0.2298
11.Sequences & series

Answer: S = 1.042

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.

Partial fractions

2/(k(k + 4)) = (2/4)·(1/k − 1/(k + 4))

Cancel

S = (2/4)·(1 + 1/2 + 1/3 + 1/4) = 1.042

Answer

S = 1.042
12.Sequences & series

Answer: n = 5

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)!bound011120.25260.041673240.00520841200.000520857204.34 × 10⁻⁵

Bounds for increasing n

n = 4: 0.0005208 ≥ 0.0001
n = 5: 4.34 × 10⁻⁵ < 0.0001

Smallest degree

n = 5

Answer

n = 5
13.Laplace transforms

Answer: f(0.4) = 1.8

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 + 3) + C/(s + 5)
A = 60/(3·5) = 4
B = 60/((−3)·2) = −10
C = 60/((−5)·(−2)) = 6

Inverse transform

f(t) = 4 − 10·e−3t + 6·e−5t

Evaluate

f(0.4) = 4 − 10·e−3·0.4 + 6·e−5·0.4 = 1.8

Answer

f(0.4) = 1.8
14.Laplace transforms

Answer: y(1) = 21.03

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

(s² + 4s + 3)·Y(s) = 4s + 16 + 120/s
Y(s) = (4s² + 16s + 120)/(s(s + 1)(s + 3))

Partial fractions

A = 120/(1·3) = 40
B = 108/((−1)·2) = −54
C = 108/((−3)·(−2)) = 18

Result

y(t) = 40 − 54·e−t + 18·e−3t
y(1) = 21.03

Answer

y(1) = 21.03

Check: y(0) = A + B + C = 4.

15.Convolution & LTI systems

Answer: Ay = 16

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 = 4·4 = 16
∫h dt = 1·1 = 1

Area of the output

Ay = 16·1 = 16

Answer

Ay = 16
16.Convolution & LTI systems

Answer: h(0.1) = 1.104

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) = 3/(s + 10)

Impulse response

h(t) = 3·e−10tu(t)
h(0.1) = 3·e−1 = 1.104

Answer

h(0.1) = 1.104

ExamProblems · examproblems.com/courses/engineering-mathematics-2