Matrices and Determinants ECE Board Exam Reviewer – PinoyBIX

Matrices and Determinants Complete Series — PinoyBIX ECE EE CE ME Board Exam Reviewer

Matrices and determinants is one of those topics that engineering students either master early and use as a weapon on the board exam, or avoid until the week before and regret it. There is no middle ground. Every three-loop circuit you solve by mesh analysis produces a 3×3 linear system. Every beam reaction problem in structural analysis becomes a matrix equation. Every vibration problem in ME comes down to an eigenvalue calculation. This is not a niche topic. It runs through half of engineering.

This page is the complete matrices and determinants board exam reviewer for ECE, EE, CE, and ME — five parts, 50 fully worked problems, a consolidated formula sheet, and a 30-item practice exam with a four-column answer key and full solutions. Pick your starting point based on how much time you have. If you are three weeks out, start from Part 1. If you are three days out, go straight to the formula sheet and the practice exam. The score will tell you where to focus what little time you have left.

📋 BOARD EXAM RELEVANCE — MATRICES AND DETERMINANTS

  • ECE (Electronics Engineer) — Moderate to high frequency. Matrix operations, determinants, and Cramer’s rule show up in Engineering Mathematics. Eigenvalues appear in control systems and signal processing. Expect 3 to 6 items spread across the full exam.
  • EE (Electrical Engineer) — High frequency. Mesh and nodal analysis problems in Electrical Circuits reduce directly to matrix equations. This is one of the most practical applications of linear algebra on the board exam. Budget extra time for Part 4.
  • ME (Mechanical Engineer) — Moderate to high frequency. Stiffness matrices in machine design, eigenvalues in vibration analysis, and equilibrium problems in statics all use matrix methods. Engineering Mathematics also tests the fundamentals directly.
  • CE (Civil Engineer) — High frequency. Beam reactions, truss member forces, and finite element problems are solved by linear systems every single time. Cramer’s rule and Gaussian elimination appear in both Engineering Mathematics and structural subjects. One of the heaviest boards for this topic.
  • ChE (Chemical Engineer) — Moderate frequency. Material and energy balance equations reduce to linear systems. Engineering Mathematics tests matrix operations, determinants, and Cramer’s rule. Expect 2 to 4 items.
  • GeE (Geodetic Engineer) — Low to moderate frequency. Least squares adjustment problems use matrix methods. Engineering Mathematics tests fundamentals. Expect 1 to 3 items.
  • MetE (Metallurgical Engineer) — Low to moderate frequency. Matrix operations and basic linear systems appear in Engineering Mathematics. Expect 1 to 3 items.
  • MinE (Mining Engineer) — Low to moderate frequency. Systems of equations and determinant evaluation appear in Engineering Mathematics. Expect 1 to 3 items.
  • Naval Architect and Marine Engineer — Moderate frequency. Structural load analysis, hydrodynamic calculations, and engineering mathematics fundamentals all involve matrix methods. Expect 2 to 4 items.

How to Use This Series

Most students open a reviewer and read from the top. That works if you have time. Here is a more honest breakdown of what to do based on where you actually are.

Three weeks out: Work through all five parts in order. Read the content, work all 10 problems in each part without looking at the solutions first, then compare. On day 6 of your schedule, take the practice exam at the bottom of this page under real conditions. Use the score to identify your weakest part. Spend your remaining time on the posts for those parts only, not on the ones you already passed.

One week out: Follow the seven-day schedule in the table below. Do not skip Day 6 — that is the practice exam day. The exam is the most useful thing on this page for someone reviewing under time pressure.

Three days or less: Screenshot the formula sheet. Take the practice exam cold without looking at any part of the series first. Check your score against the answer key. Then read only the series posts for the parts where you missed three or more items. Do not reread parts you already know — that wastes time you cannot afford.

Series Navigation

Part Topic Key Skills Problems Best For
Part 1 Matrix Fundamentals and Operations Notation, types, addition, scalar multiplication, matrix multiplication, transpose 10 All boards — no exceptions, read this first
Part 2 Determinants and the Inverse Matrix 2×2 and 3×3 determinants, cofactor expansion, adjugate method, Gauss-Jordan inverse 10 All boards — determinants appear inside every other matrix topic
Part 3 Systems of Linear Equations Cramer’s rule, Gaussian elimination, REF, RREF, consistency analysis 10 All boards — the single highest-frequency topic in this series
Part 4 Engineering Applications Mesh and nodal analysis, stiffness matrices, network flow problems 10 EE and CE critical — ME and ECE important
Part 5 Eigenvalues, Rank, and Diagonalization Characteristic equation, eigenvectors, diagonalization, rank, null space, LU decomposition 10 ECE, EE, ME — lower priority for CE, ChE, GeE

📅 SEVEN-DAY STUDY SCHEDULE

Day Activity Time
Day 1 Read Part 1 — Matrix Fundamentals. Work all 10 problems without looking at solutions first. Write down the dimension rule and the transpose reversal property before you close the tab. 90 minutes
Day 2 Read Part 2 — Determinants and Inverse. Work all 10 problems. Before moving on, make sure you can write the 2×2 inverse formula from memory. If you cannot, drill it for 10 minutes. 90 minutes
Day 3 Read Part 3 — Systems of Equations. This is the most tested part of the entire series. Spend extra time here. If Day 3 runs long, it is worth it — this is where most board exam points come from. 2 hours
Day 4 Read Part 4 — Engineering Applications. If you are EE or CE, this is your second most important day. Focus on the mesh analysis and structural problems. Work all 10 problems. 2 hours
Day 5 Read Part 5 — Eigenvalues and Rank. ECE, EE, and ME examinees should give this full attention. CE and ChE examinees: read the rank section carefully, skim the rest. 90 minutes
Day 6 Take the 30-item practice exam at the bottom of this page. No notes. No formula sheet. Set a 45-minute timer and treat it like the real thing. Write your answers on paper before you scroll down to the key. 45 minutes
Day 7 Score your exam. For every item you got wrong, read the full solution in the Complete Solutions Post. If you missed three or more in any one part, go back to that part’s post — not just the solutions page — and work through similar problems from scratch. 60 to 90 minutes

Formula Sheet

Everything from all five parts, in one place. On the board exam, none of this will be handed to you. Screenshot it if you want, but the goal is to not need the screenshot by exam day.

GROUP 1 — MATRIX OPERATIONS

    \[A = [a_{ij}]_{m\times n} \quad i = \text{row}, \; j = \text{column}\]

    \[\text{Multiplication size rule: } (m\times n)(n\times p) = (m\times p)\]

    \[(AB)^T = B^T A^T \qquad (AB)^{-1} = B^{-1}A^{-1}\]

Order reverses for both transpose and inverse of a product. Same rule, two operations.

GROUP 2 — DETERMINANTS

    \[\det\begin{bmatrix}a&b\\c&d\end{bmatrix} = ad - bc\]

    \[\text{Cofactor expansion: } \det A = \sum_{j=1}^{n} a_{ij}\,C_{ij} \quad \text{where } C_{ij} = (-1)^{i+j}M_{ij}\]

    \[\det(AB) = \det A \cdot \det B \qquad \det(A^T) = \det A\]

    \[\det(A^{-1}) = \dfrac{1}{\det A} \qquad \det(kA) = k^n \det A\]

3×3 sign pattern: \begin{bmatrix}+&-&+\\-&+&-\\+&-&+\end{bmatrix}. Always look for zeros before picking your expansion row or column.

GROUP 3 — INVERSE MATRIX

    \[\text{2x2 (fastest): } A^{-1} = \dfrac{1}{ad-bc}\begin{bmatrix}d&-b\\-c&a\end{bmatrix}\]

    \[\text{Adjugate method: } A^{-1} = \dfrac{1}{\det A}\,\text{adj}(A) \quad \text{where } \text{adj}(A) = [C_{ij}]^T\]

    \[\text{Gauss-Jordan: } [A \mid I] \xrightarrow{\text{row reduce}} [I \mid A^{-1}]\]

    \[AA^{-1} = I \qquad (AB)^{-1} = B^{-1}A^{-1} \qquad \det(A^{-1}) = \dfrac{1}{\det A}\]

GROUP 4 — SYSTEMS OF LINEAR EQUATIONS

    \[Ax = b\]

    \[x_i = \dfrac{\det A_i}{\det A} \quad \text{(Cramer's rule: replace column } i \text{ of } A \text{ with } b\text{)}\]

    \[\det A \neq 0 \implies \text{unique solution}\]

    \[\det A = 0, \text{ consistent} \implies \text{infinitely many solutions}\]

    \[\det A = 0, \text{ inconsistent} \implies \text{no solution}\]

    \[\text{Inconsistent signature: row } [0 \; 0 \; \cdots \; 0 \mid c \neq 0] \text{ in the augmented matrix}\]

GROUP 5 — ENGINEERING APPLICATIONS

    \[[Z][I] = [V] \quad \text{(mesh analysis)}\]

    \[[G][V] = [I] \quad \text{(nodal analysis)}\]

    \[[K]\{d\} = \{F\} \quad \text{(structural stiffness)}\]

All three matrices have the same sign pattern: positive diagonal (total per node or mesh), negative off-diagonal (shared element). Apply boundary conditions before solving the stiffness equation.

GROUP 6 — EIGENVALUES, RANK, AND DIAGONALIZATION

    \[\det(A - \lambda I) = 0 \quad \text{(characteristic equation)}\]

    \[\sum \lambda_i = \text{trace}(A) \qquad \prod \lambda_i = \det(A)\]

    \[\text{Triangular matrix: eigenvalues are the diagonal entries. No computation needed.}\]

    \[A = PDP^{-1} \qquad A^n = PD^nP^{-1}\]

    \[\text{rank}(A) + \text{nullity}(A) = n\]

    \[A = LU \implies Ly = b \text{ (forward substitution), then } Ux = y \text{ (back substitution)}\]


30-Item Practice Exam

⏱ EXAM CONDITIONS

  • Time allowed: 45 minutes
  • 30 items — six items per part, all five parts covered
  • One correct answer per item, four choices each
  • No partial credit — right or wrong
  • Suggested passing score: 24 out of 30 (80%)
  • Write your answers on paper first. Do not scroll to the key until you finish all 30 items.
  • No notes, no formula sheet. Treat this like the real board exam.

Part A — Matrix Fundamentals and Operations (Items 1 to 6)

1. What is the element a_{23} of A = \begin{bmatrix}1&2&3\\4&5&6\\7&8&9\end{bmatrix}?

(A) 4   (B) 5   (C) 6   (D) 8

2. Matrix A is 3\times 4 and B is 4\times 2. What is the size of AB?

(A) 4\times 4   (B) 3\times 2   (C) 4\times 2   (D) 3\times 4

3. If A = \begin{bmatrix}2&-1\\3&4\end{bmatrix} and B = \begin{bmatrix}1&5\\-2&3\end{bmatrix}, find A + B.

(A) \begin{bmatrix}3&4\\1&7\end{bmatrix}   (B) \begin{bmatrix}3&4\\5&7\end{bmatrix}   (C) \begin{bmatrix}1&-6\\5&1\end{bmatrix}   (D) \begin{bmatrix}3&-6\\1&7\end{bmatrix}

4. If A = \begin{bmatrix}1&2\\3&4\end{bmatrix} and B = \begin{bmatrix}0&1\\1&0\end{bmatrix}, find AB.

(A) \begin{bmatrix}2&1\\4&3\end{bmatrix}   (B) \begin{bmatrix}1&2\\3&4\end{bmatrix}   (C) \begin{bmatrix}0&2\\3&0\end{bmatrix}   (D) \begin{bmatrix}2&1\\3&4\end{bmatrix}

5. For which pair of matrices is addition defined?

(A) A is 2\times3, B is 3\times2   (B) A is 2\times3, B is 2\times3   (C) A is 3\times3, B is 2\times3   (D) A is 2\times2, B is 3\times3

6. If A = \begin{bmatrix}1&3\\2&4\end{bmatrix}, what is A^T?

(A) \begin{bmatrix}1&2\\3&4\end{bmatrix}   (B) \begin{bmatrix}4&-3\\-2&1\end{bmatrix}   (C) \begin{bmatrix}1&3\\2&4\end{bmatrix}   (D) \begin{bmatrix}-1&-3\\-2&-4\end{bmatrix}

Part B — Determinants and the Inverse Matrix (Items 7 to 12)

7. Evaluate \det\begin{bmatrix}3&5\\1&4\end{bmatrix}.

(A) 7   (B) 12   (C) 17   (D) -7

8. For what value of k is \begin{bmatrix}2&k\\3&6\end{bmatrix} singular?

(A) k=3   (B) k=4   (C) k=6   (D) k=9

9. Evaluate \det\begin{bmatrix}1&2&0\\3&1&2\\0&1&3\end{bmatrix}.

(A) -17   (B) 13   (C) -13   (D) 17

10. A 3\times3 matrix A has \det A = 6. What is \det(2A)?

(A) 12   (B) 24   (C) 48   (D) 96

11. Find A^{-1} if A = \begin{bmatrix}3&1\\5&2\end{bmatrix}.

(A) \begin{bmatrix}2&-1\\-5&3\end{bmatrix}   (B) \begin{bmatrix}2&1\\5&3\end{bmatrix}   (C) \begin{bmatrix}3&-1\\-5&2\end{bmatrix}   (D) \begin{bmatrix}-2&1\\5&-3\end{bmatrix}

12. If \det A = 4, what is \det(A^{-1})?

(A) 4   (B) -4   (C) 0.25   (D) 16

Part C — Systems of Linear Equations (Items 13 to 18)

13. What condition must hold for Ax = b to have a unique solution?

(A) \det A = 0   (B) \det A \neq 0   (C) A is symmetric   (D) b = 0

14. Use Cramer’s rule to find x in: 2x + y = 7, x - y = 2.

(A) 1   (B) 2   (C) 3   (D) 4

15. Solve by Gaussian elimination: x + 2y = 5, 3x + 5y = 12.

(A) x=1, y=2   (B) x=-1, y=3   (C) x=3, y=1   (D) x=2, y=1.5

16. A system row-reduces to \begin{bmatrix}1&2&\mid&5\\0&0&\mid&3\end{bmatrix}. What type of solution does it have?

(A) Unique solution   (B) Infinitely many solutions   (C) No solution   (D) Two solutions

17. Use Cramer’s rule to find z in: x+y+z=6, 2x-y+z=3, x+2y-z=2.

(A) 1   (B) 2   (C) 3   (D) 4

18. Which of the following is NOT a valid row operation in Gaussian elimination?

(A) Swapping two rows   (B) Multiplying a row by zero   (C) Adding a multiple of one row to another   (D) Multiplying a row by a nonzero scalar

Part D — Engineering Applications (Items 19 to 24)

19. A two-mesh circuit has [Z] = \begin{bmatrix}8&-3\\-3&5\end{bmatrix}\ \Omega. What is \det Z?

(A) 13   (B) 31   (C) 40   (D) 9

20. Using the matrix from Item 19 and [V] = \begin{bmatrix}12\\6\end{bmatrix} V, find I_1 using Cramer’s rule.

(A) 1.94 A   (B) 2.52 A   (C) 3.00 A   (D) 1.77 A

21. In mesh analysis, the off-diagonal entry Z_{12} represents:

(A) Total impedance in mesh 1   (B) Total impedance in mesh 2   (C) Negative of the shared impedance between meshes 1 and 2   (D) Source voltage in mesh 1

22. A stiffness system has [K] = \begin{bmatrix}500&-200\\-200&200\end{bmatrix} N/m. What is \det K?

(A) 40{,}000   (B) 60{,}000   (C) 100{,}000   (D) 700

23. Using the stiffness matrix from Item 22 with \{F\} = \begin{bmatrix}0\\100\end{bmatrix} N, find d_2.

(A) 0.25 m   (B) 0.50 m   (C) 0.833 m   (D) 1.00 m

24. A two-node circuit has [G] = \begin{bmatrix}4&-1\\-1&3\end{bmatrix} S and \{I\} = \begin{bmatrix}9\\6\end{bmatrix} A. Find V_1.

(A) 2 V   (B) 3 V   (C) 4 V   (D) 5 V

Part E — Eigenvalues, Rank, and Diagonalization (Items 25 to 30)

25. Find the eigenvalues of A = \begin{bmatrix}5&2\\1&4\end{bmatrix}.

(A) \lambda = 4, 5   (B) \lambda = 6, 3   (C) \lambda = 7, 2   (D) \lambda = 8, 1

26. A 3\times3 matrix has eigenvalues \lambda_1=2, \lambda_2=3, \lambda_3=5. What is \det A?

(A) 10   (B) 30   (C) 25   (D) 15

27. Using the same matrix from Item 26, what is \text{trace}(A)?

(A) 10   (B) 30   (C) 5   (D) 15

28. Find the rank of A = \begin{bmatrix}1&2&3\\2&4&6\\0&1&2\end{bmatrix}.

(A) 1   (B) 2   (C) 3   (D) 0

29. What are the eigenvalues of A = \begin{bmatrix}3&0&0\\2&7&0\\1&4&5\end{bmatrix}?

(A) 2, 4, 1   (B) 3, 2, 1   (C) 3, 7, 5   (D) 6, 11, 6

30. A two-DOF vibration system has A = \begin{bmatrix}5&-2\\-2&5\end{bmatrix} where \lambda = \omega^2. The natural frequencies are:

(A) \omega = 5, 3 rad/s   (B) \omega = \sqrt{3}, \sqrt{7} rad/s   (C) \omega = 3, 7 rad/s   (D) \omega = 1, 5 rad/s


Answer Key

Full step-by-step solutions for every item are in the Complete Solutions Post — all 30 items in Given, Find, Solution format with examiner notes on each one.

Item Answer Topic Quick Explanation
1 C Matrix notation a_{ij} is row i, column j. Row 2, column 3 of the matrix is 6. Choice D is a_{32}, the reversed subscript.
2 B Matrix size rule (3\times4)(4\times2) — inner dimensions both 4, match. Product takes outer dimensions: 3\times2. Choice C is just the size of B.
3 A Matrix addition Add entry by entry: 2+1=3, -1+5=4, 3-2=1, 4+3=7. Choice D computes A-B instead of A+B.
4 A Matrix multiplication c_{11}=0+2=2, c_{12}=1+0=1, c_{21}=0+4=4, c_{22}=3+0=3. Row-times-column, not entry-by-entry.
5 B Addition rule Both matrices must have the same number of rows AND the same number of columns. Only choice B has two 2\times3 matrices.
6 A Transpose Rows become columns. \begin{bmatrix}1&2\\3&4\end{bmatrix}. Choice B is the inverse A^{-1} — a completely different operation.
7 A 2×2 determinant (3)(4)-(5)(1)=12-5=7. Choice B is only the main diagonal product — the subtraction step was skipped.
8 B Singular matrix Set \det A = 0: (2)(6)-(k)(3)=0 \implies k=4. Singular means zero determinant, always.
9 A 3×3 determinant Expand along row 1. The zero at (1,3) kills one term: (1)(1)-(2)(9)+0=1-18=-17.
10 C Determinant property \det(kA)=k^n\det A. For 3\times3: 2^3\times6=8\times6=48. The scalar enters all n rows, so the exponent is n.
11 A 2×2 inverse \det A=6-5=1. Swap diagonal, negate off-diagonal, divide by 1: \begin{bmatrix}2&-1\\-5&3\end{bmatrix}. Choice C keeps the original diagonal.
12 C Inverse property \det(A^{-1})=1/\det A=1/4=0.25. No need to compute the inverse. The property gives the answer in one step.
13 B Unique solution \det A \neq 0 means A is invertible. One and only one solution exists: x=A^{-1}b. Memorize this cold.
14 C Cramer’s rule \det A=-3. Replace column 1 with b: \det A_1=(7)(-1)-(1)(2)=-9. x=-9/-3=3.
15 B Gaussian elimination R_2-3R_1\to[0,-1,-3]. Back substitution bottom to top: y=3, then x=5-6=-1. Choice C reverses x and y.
16 C Solution type Row 2 says 0=3. That is a contradiction. Zero on the left, nonzero constant on the right means no solution.
17 C Cramer’s rule — 3×3 \det A=7. Replace column 3 with b: \det A_3=21. z=21/7=3. Column number matches the unknown position.
18 B Row operations Multiplying a row by zero destroys the equation permanently. The multiplier must be nonzero. The other three choices are all valid.
19 B Impedance matrix (8)(5)-(-3)(-3)=40-9=31. Choice C skips the subtraction. Choice D gives only the off-diagonal product.
20 B Mesh current Replace column 1 with [12,6]^T: (12)(5)-(-3)(6)=60+18=78. I_1=78/31\approx2.52 A.
21 C Mesh matrix structure Off-diagonal entries are always the negative of the shared impedance. Z_{12}=-Z_{shared}. Positive off-diagonal means a setup error.
22 B Stiffness matrix (500)(200)-(-200)(-200)=100{,}000-40{,}000=60{,}000. Both products are positive — (-200)(-200)=+40{,}000.
23 C Displacement Replace column 2 with \{F\}: (500)(100)-0=50{,}000. d_2=50{,}000/60{,}000\approx0.833 m. Choice A is d_1, not d_2.
24 B Nodal voltage \det G=11. Replace column 1: (9)(3)-(-1)(6)=27+6=33. V_1=33/11=3 V.
25 B Eigenvalues — 2×2 \lambda^2-9\lambda+18=(\lambda-6)(\lambda-3)=0. Verify: trace =9=6+3 ✓, det =18=6\times3 ✓.
26 B Eigenvalue property — det Product of eigenvalues =\det A=2\times3\times5=30. Choice A adds them. Sum is for trace, product is for determinant.
27 A Eigenvalue property — trace Sum of eigenvalues =\text{trace}(A)=2+3+5=10. Choice B is the determinant from Item 26. Two different properties, two different operations.
28 B Rank Row 2 is 2\times row 1 — collapses to zero after elimination. Two nonzero rows remain. \text{rank}(A)=2.
29 C Eigenvalues — triangular Lower triangular matrix. Eigenvalues are the diagonal entries: 3, 7, 5. The off-diagonal entries are irrelevant. Zero computation needed.
30 B Eigenvalues — vibration (\lambda-7)(\lambda-3)=0. Since \lambda=\omega^2: \omega=\sqrt{3},\sqrt{7} rad/s. Choice C reports eigenvalues themselves, not frequencies.

Score Interpretation

Match your score out of 30 against the bands below to see where you stand and what to do next.

Score Percentage Reading What to Do
27 to 30 90% to 100% Board Exam Ready Check your missed items. If they cluster in one part, read that post once more. Otherwise move on to the next topic.
21 to 26 70% to 87% Passing Level Find which parts you missed the most. Go back to those posts and work through the problems again from scratch, no solutions in front of you.
15 to 20 50% to 67% Needs More Work Reread all five parts from the beginning. Work every problem without peeking. Take this exam again in three days.
Below 15 Below 50% Start Over Go back to Part 1 and read it completely before touching any problems. The foundation is not there yet. That is fine — this series fixes that if you work through it properly.

Frequently Asked Questions

Q1. How many matrices and determinants items actually appear on the ECE board exam?

Based on past ECE exams, you can expect two to four direct items in the Engineering Mathematics portion. EE and CE boards run higher — sometimes five to seven when you count circuit analysis and structural problems that use matrix methods inside other subjects. If you are taking the EE or CE board, this is a priority topic, not a minor one.

Q2. Which part of this series matters most?

Part 3 — Systems of Linear Equations. It shows up on every board in some form, either as a direct Engineering Mathematics item or disguised inside a circuit or structure problem. Part 2 — Determinants — is a close second because determinant evaluation is a step inside Cramer’s rule, matrix inversion, and eigenvalue problems. Those two parts together cover the majority of what gets tested.

Q3. Do I need to memorize every formula here?

Yes. The Philippine engineering board exam does not hand out formula sheets. The 2×2 determinant, the 2×2 inverse, Cramer’s rule, the characteristic equation, and the trace and determinant properties for eigenvalues all have to come from memory. Working through the 50 problems in this series will put most of them there without you having to sit down and memorize deliberately. The ones that still feel shaky after that — write them out five times the night before.

Q4. Can I skip Part 5 if I am reviewing for CE?

You can deprioritize it. But do not skip rank entirely — it connects directly to the consistency analysis in Part 3, and CE examinees run into singular stiffness matrices more often than they expect. Give Part 5 at least one read-through. The eigenvalue problems are lower priority for your board, but rank and null space are not.

Q5. What is the connection between this series and the next one?

The Laplace Transform series coming next on PinoyBIX builds directly on what you learned here. Laplace transform problems produce systems of equations that you solve using the same matrix methods from Part 3. The transfer functions in control systems are analyzed using eigenvalue concepts from Part 5. The two series are designed to stack, not to sit side by side independently.


What is Next

Everything you need to pass the matrices and determinants section of any Philippine engineering board exam is in this series. The practice exam above gives you your score. The Complete Solutions Post gives you the step-by-step answer to every one of the 30 items. The five series posts give you the detailed worked examples when you need to rebuild a specific skill from the ground up.

The next series is Laplace Transforms — Series 3 in the PinoyBIX Advanced Mathematics sequence. It follows the same structure: five parts, worked problems, practice exam, full solutions. Follow PinoyBIX on Facebook to get notified when it goes live.

Published by PinoyBIX.org — Free Engineering Board Exam Review for Every Filipino Student.

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