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National Postgraduate Entrance Exam Engineering Mathematics: practice questions

National Postgraduate Entrance Exam (考研) — 0828 Agricultural Engineering · China · Ministry of Education / NEEA and universities

Original practice questions written to the published syllabus · not past papers
8worked here, free
22written to this exam in this subject
14syllabus units

What this subject covers

The algebra, calculus, differential equations and numerical methods used in every numerical question of the degree. GATE AG gives it a fixed block of marks every year.

In the exams: GATE AG Section 1, about 12–13 marks a year (2019–26); ICAR AIEEA-PG Unit I; NCEES FE 8–12 questions; allied subject in PRC ABE

What National Postgraduate Entrance Exam asks from it

China national postgraduate entrance exam (0828 Agricultural Engineering, mathematics paper option)

Where the national mathematics paper is taken, it goes deeper into proofs and theory: convergence of series, multivariable extrema with constraints, line and surface integrals with the Green, Stokes and Gauss theorems, and linear algebra including diagonalisation.

Where the 22 questions fall

How our questions for National Postgraduate Entrance Exam spread across the units of Engineering Mathematics. Difficulty: 0 easy, 10 medium, 12 hard.

Eigenvalues, eigenvectors and the Cayley-Hamilton theorem3
Maxima and minima of functions of several variables2
Sequences, series and convergence2
Taylor, Maclaurin and Fourier series2
Line, surface and volume integrals: Green, Stokes and Gauss theorems2
Higher-order linear ordinary differential equations2
Partial differential equations: Laplace, heat and wave equations2
Limits, continuity and partial derivatives1
Euler's theorem on homogeneous functions1
Vector calculus: gradient, divergence and curl1
Laplace transforms1
Numerical solution of equations: bisection and Newton-Raphson1
Numerical integration: trapezoidal and Simpson's rules1
Numerical solution of ODEs: Euler and Runge-Kutta methods1

8 practice questions, worked

Choose an answer, then open the working. Each explanation says why the right answer is right and why the others are not.

1 · Eigenvalues, eigenvectors and the Cayley-Hamilton theorem · medium

By the Cayley-Hamilton theorem, the matrix A = [[1, 2], [3, 4]] satisfies A² = ?

  1. 4A + 2I
  2. 5A − 2I
  3. −5A + 2I
  4. 5A + 2I
Answer and working

D. 5A + 2I

Characteristic polynomial: λ² − (trace)λ + det = λ² − 5λ − 2 (det = 4 − 6 = −2). Cayley-Hamilton says A² − 5A − 2I = 0, so A² = 5A + 2I. Direct check: A² = [[7, 10], [15, 22]] and 5A + 2I = [[7, 10], [15, 22]]. 5A − 2I comes from writing det as +2 instead of −2.

Further reading: Kreyszig, Advanced Engineering Mathematics

2 · Limits, continuity and partial derivatives · hard

What is lim((x, y)→(0, 0)) xy/(x² + y²)?

  1. 0
  2. The limit does not exist
  3. 1
  4. 1/2
Answer and working

B. The limit does not exist

Along y = mx the expression is m/(1 + m²), which depends on m: 0 along the x-axis, 1/2 along y = x. A limit must be the same along every path, so it does not exist. Answering 0 checks only the axes; 1/2 checks only the line y = x.

Further reading: Kreyszig, Advanced Engineering Mathematics

3 · Maxima and minima of functions of several variables · medium

For f(x, y) = x³ + y³ − 3xy, which statement about its stationary points is correct?

  1. (0, 0) is a local minimum with f = 0
  2. (0, 0) is a local maximum and (1, 1) is a local minimum
  3. (0, 0) is a saddle point and (1, 1) is a local minimum with f = −1
  4. (1, 1) is a local maximum with f = −1
Answer and working

C. (0, 0) is a saddle point and (1, 1) is a local minimum with f = −1

fₓ = 3x² − 3y = 0 and f_y = 3y² − 3x = 0 give (0, 0) and (1, 1). r = 6x, s = −3, t = 6y. At (0, 0): rt − s² = −9 < 0, a saddle. At (1, 1): rt − s² = 36 − 9 = 27 > 0 with r = 6 > 0, a minimum, f = 1 + 1 − 3 = −1. Calling (0, 0) an extremum ignores the sign of rt − s².

Further reading: Kreyszig, Advanced Engineering Mathematics

4 · Sequences, series and convergence · hard

The series Σ n²/2ⁿ (n = 1 to ∞) converges by the ratio test. What is its sum?

  1. 8
  2. 4
  3. 2
  4. 6
Answer and working

D. 6

Ratio test: a(n+1)/a(n) = [(n + 1)²/n²]/2 → 1/2 < 1, so it converges. Using Σ n xⁿ = x/(1 − x)² and Σ n² xⁿ = x(1 + x)/(1 − x)³ with x = 1/2: (1/2)(3/2)/(1/8) = 6. 2 is Σ n/2ⁿ (the first-power sum); 4 comes from dropping the (1 + x) factor.

Further reading: Kreyszig, Advanced Engineering Mathematics

5 · Higher-order linear ordinary differential equations · hard

What is a particular integral of y'' + y = sin x?

  1. −sin x/2
  2. −(x/2)cos x
  3. (x/2)sin x
  4. (x/2)cos x
Answer and working

B. −(x/2)cos x

sin x already solves the homogeneous equation (resonance), so the trial must be multiplied by x. The standard result is PI = −(x/2)cos x; check: y'' + y = sin x. −sin x/2 uses the non-resonant formula 1/(1 − a²) wrongly; (x/2)cos x has the wrong sign.

Further reading: Kreyszig, Advanced Engineering Mathematics

6 · Partial differential equations: Laplace, heat and wave equations · hard

A rod of length L = 0.5 m with both ends held at 0 °C has initial temperature u(x, 0) = 50 sin(πx/L) °C and diffusivity α = 1 × 10⁻⁴ m²/s. From the heat equation u_t = α u_xx, what is the mid-point temperature after 600 s?

  1. 50.00 °C
  2. 23.52 °C
  3. 4.68 °C
  4. 15.30 °C
Answer and working

C. 4.68 °C

The separated solution is u = 50 sin(πx/L) e^(−α(π/L)²t). At the mid-point sin(π/2) = 1, and α π² t/L² = 1e-4 × 9.8696 × 600/0.25 = 2.3687. u = 50e^(−2.3687) = 4.68 °C. Using π instead of π² gives 23.52 °C and L instead of L² gives 15.30 °C; 50 °C ignores the decay.

Further reading: Kreyszig, Advanced Engineering Mathematics

7 · Partial differential equations: Laplace, heat and wave equations · medium

For the wave equation u_tt = c² u_xx on an infinite string with initial displacement f(x) and zero initial velocity, d'Alembert's solution is

  1. u = f(x + ct) + f(x − ct)
  2. u = [f(x + ct) − f(x − ct)]/2
  3. u = f(x − ct)
  4. u = [f(x + ct) + f(x − ct)]/2
Answer and working

D. u = [f(x + ct) + f(x − ct)]/2

The initial shape splits into two half-amplitude copies travelling left and right. Without the ½ the solution at t = 0 would be 2f(x), which breaks the initial condition.

Further reading: Kreyszig, Advanced Engineering Mathematics

8 · Numerical solution of ODEs: Euler and Runge-Kutta methods · hard

Explicit Euler is applied to the stiff equation y' = −50y. For the numerical solution not to grow, the step size must satisfy

  1. h < 0.04
  2. h < 0.4
  3. h < 2
  4. h < 0.02
Answer and working

A. h < 0.04

Euler gives y(n+1) = (1 − 50h)y(n). Stability needs |1 − 50h| < 1, i.e. 0 < h < 2/50 = 0.04. h < 0.02 is the condition for no oscillation (1 − 50h > 0), stricter than stability; h < 2 forgets to divide by λ. h < 0.4 misplaces the decimal in 2/50.

Further reading: Chapra and Canale, Numerical Methods for Engineers

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Read the subject

Engineering MathematicsThe full study manual, free National Postgraduate Entrance ExamFormat, sections and how it has changed

Engineering Mathematics for other exams

GATE · IndiaICAR AIEEA-PG · IndiaNCEES FE Other Disciplines · USA

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