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Anthony Fasano

Crush the PE Construction Exam With These Methods

May 27, 2025 by Anthony Fasano, P.E. Leave a Comment

In this article (and video above), I break down three high-impact strategies that have helped thousands of engineers not just pass—but absolutely dominate the PE Construction Exam.

Tip #1: Master the Theory

If you want to crush the PE Construction Exam, you need more than surface-level knowledge. You need to understand the “why” behind what you’re solving.

Here are five resources will help you build that deep foundation::

  1. PE Civil Reference Manual (PPI): A must-have. Focus only on the construction chapters and use it to clarify anything the NCEES handbook skips over.
  2. Construction Depth Reference Manual: While it’s from an older version of the exam, it’s still highly relevant. It covers everything from estimating and scheduling to materials and earthwork.
  3. School of PE Review Guide – Construction: Two volumes, full-color visuals, and QR codes for extra help. Ideal if you’re a visual learner.
  4. Civil Engineering PE All-in-One Guide (Dr. Goswami): Broad, budget-friendly, and includes built-in practice problems. It’s a great one-stop resource.
  5. Construction Methods and Management (Textbook): Yes, it’s a textbook—but this one’s different. Many engineers keep it as a reference even after the exam.

Use these resources to reinforce weak areas and get a deeper understanding of key concepts. That way, when a tricky question shows up, you’ll know exactly how to approach it.

Tip #2: Crush Practice Problems Like a Pro

Once your theory’s solid, it’s time to train for speed, accuracy, and endurance.

Here are six excellent resources packed with construction-specific problems:

  1. PE Civil Practice Problems (PPI): These are tougher than the real exam—and that’s what makes them so valuable.
  2. Six-Minute Solutions – Construction Depth (PPI): Quick-hit problems you can fit into a study break or morning routine.
  3. School of PE’s Construction Practice Problems: Aligned with the current exam specs—relevant and fresh.
  4. Construction Practice Problems (Dr. Mansour): Over 200 questions. Specs are slightly older, but just solve them using the current handbook.
  5. 100 Bonus Theory Questions (Civil Engineering Academy): Theory-based questions are more common than you’d think. These will help you recognize how NCEES frames conceptual problems.
  6. All-in-One PE Practice Exams (Goswami): Use this as a custom problem bank. Target construction-specific questions and work through them in sets.

Always practice with your exam calculator and the NCEES handbook as your only reference. Build muscle memory now, and you’ll save serious time on exam day.

Tip #3: Simulate the Real Exam with Full-Length Tests

You wouldn’t run a marathon without practice runs. The same goes for this exam. Taking full-length, timed, CBT-style exams is non-negotiable.

Start taking full-length exams 4–6 weeks before test day. Then take another one every week or so. Treat them like rehearsals, and you’ll go into the real test cool, calm, and ready.

Closing Thoughts:

Remember, the PE Construction Exam is tough. No one’s denying that. But with the right materials, a clear plan, and consistent effort, you won’t just survive it—you’ll conquer it.

I hope you found this article helpful. In upcoming articles, I will solve some more PE exam practice problems and answer other questions from our subscribers. Pass the PE Exam videos will publish monthly, so be sure to click the subscribe button so you don’t miss something that could make a substantial difference in your exam result.

Lastly, I encourage you to ask questions in the comments of this video, or on this page and I’ll read and respond to them in future videos. So, if there’s a specific topic you want me to cover or answer, we have you covered.

I’ll see you next week… on Pass the PE Exam

Anthony Fasano, P.E., AEC PM, F. ASCE
Engineering Management Institute
Author of Engineer Your Own Success

Filed Under: Blog Posts, PE Exam, Videos Tagged With: Anthony Fasano, Crush Practice Problems, Crush the PE Construction Exam, Simulate the Real Exam

PE Exam Alert: Project Management Takes Center Stage in 2025!

May 13, 2025 by Anthony Fasano, P.E. Leave a Comment

Big changes are on the horizon for the PE exam in 2025 — and you need to be ready. Project management is moving into the spotlight, and mastering it will be critical to your success.

In this article (and video above), I break down exactly what this new emphasis means for you as a PE candidate, and share expert insights and actionable tips to help you tackle it with confidence.

Whether you’re an experienced engineer or just beginning your journey, this is a must-watch if you’re serious about passing the PE exam in 2025.

The engineering landscape is evolving, and the Professional Engineer (PE) exam is changing too. As of 2025, project management is taking center stage, becoming a crucial component that aspiring engineers must master. This shift reflects the growing importance of project management skills in the engineering field, where professionals are expected to lead projects efficiently and effectively.

Engineers often find themselves well-versed in technical skills but might struggle with the project management aspects. The challenges are real – from understanding the project lifecycle to managing resources and timelines effectively. Many might be thinking, “I’m strong in my technical field, but project management? That’s a whole different ball game.” And they’re right; it does require a different set of skills. The potential gaps in knowledge can be significant, especially for those who haven’t had extensive experience in managing projects.

Programs like EMI’s AEC Project Management Certification are specifically designed to equip engineering professionals with the essential project management skills they often don’t receive through traditional technical education.

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Filed Under: Blog Posts, PE Exam, Videos Tagged With: AEC Project Management Certification, Anthony Fasano, Passing the PE exam in 2025, Project Management Takes Center Stage

How to Perform a Bending Moment Calculation for the FE Exam

May 6, 2025 by Anthony Fasano, P.E. Leave a Comment

In this article (and video above), we tackle a key structural engineering topic from the FE Exam: bending moment calculation for a loaded 20-foot beam. Using mathematical models and real-world examples, we walk through the bending moment calculations and discuss their significance in structural design. Whether you’re a student or a professional engineer, this article and video will help you strengthen your understanding of fundamental structural principles for the FE Exam.

Question:

A simply supported beam with a span of 20 feet is subjected to two loadings. A concentrated point load of 10 kips is applied 5 feet from the left support (point A), and a uniformly distributed load of 2 kips/ft acts continuously along the entire length of the beam. Determine the maximum bending moment in the beam using a bending moment calculation.

Bending Moment Calculation

In today’s problem, we are tasked with analyzing a \(20\,\text{ft}\) long simply supported beam subjected to both a point load and a uniformly distributed load. The point load is applied at a distance of \(5\,\text{ft}\) from support \(A\), while the uniformly distributed load of \(2\,\text{kips/ft}\) is applied across the entire span of the beam. Our goal is to determine the maximum bending moment in the beam and its location.

Explanation:

In today’s problem, we are tasked with analysing a 20 ft long simply supported beam subjected to both a point load and a uniformly distributed load. The point load is applied at a distance of 5 ft from support A, while the uniformly distributed load of 2 kips/ft is applied across the entire span of the beam. Our goal is to perform a bending moment calculation to determine the maximum bending moment in the beam and its location.

To find the maximum moment in the beam due to the applied loads, we first need to determine the beam’s reactions at its supports. We label these loads R_A and R_B respectively. For convenience, we can also label our applied point load as F and the distributed loading as W.

With all the forces accounted for, we can move on to applying the equations of static equilibrium. These equations are based on the fundamental principle that the sum of the vertical forces in a system must equal zero, and the sum of the moments about any point in the system must also equal zero.

\(\sum F_y = 0\)

\(\sum M_{A,B} = 0\)

Let’s find an equivalent load for the distributed force so we can apply this first equation. The total load intensity from the distributed load is calculated as the intensity of the load, \(2\,\text{kips/ft}\), multiplied by the beam’s length \(20\,\text{ft}\). This gives us an equivalent load of \(40\,\text{kips}\).

\(F_w = R_A \cdot L\)

\(F_w = 40\,\text{kips}\)

This represents the total load if the distributed loading were concentrated at the center of the beam as a single point load.

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Filed Under: Blog Posts, FE Exam, Videos Tagged With: Anthony Fasano, Bending Moment Calculation for the FE Exam, Perform a Bending Moment Calculation, Structural engineering topic from the FE Exam

Busy Parents Can Pass the FE Exam in JUST 3 Months

April 22, 2025 by Anthony Fasano, P.E. Leave a Comment

In this article (and video above), I share real, actionable strategies to show that busy professionals, students, and busy parents can pass the FE exam, and still be present for the people who matter most.

Whether you’re a working parent, a stay-at-home parent, or a professional with a packed schedule, I’ll help you develop a study plan that fits your lifestyle, keeps you motivated, and ensures you’re setting yourself up for success.

Don’t let a busy schedule hold you back from achieving your engineering dreams.

Studying for the FE Exam is a challenge, but when you add family, work, and life responsibilities into the mix, it can feel overwhelming. You might worry about:

  • Missing family moments because of study time
  • Feeling guilty about taking time for yourself
  • Doubting whether you can juggle it all

First things first—these feelings are completely normal. Many aspiring engineers have faced these same struggles and still passed the exam, INCLUDING ME, we had our first child at the time and weren’t even getting a good night’s sleep during my months of preparation

The key is to shift your mindset—this is a temporary challenge for a long-term reward. The sacrifices you make now will pay off for you and your family in the future. Here are some tips to get you started:

1. Create a Realistic, Flexible Study Schedule

The foundation of successful FE Exam prep is time management. Instead of trying to study whenever you “find time,” schedule dedicated study sessions that fit into your routine.

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Filed Under: Blog Posts, FE Exam, Videos Tagged With: Anthony Fasano, Build a Support System, Parents Can Pass the FE Exam, Pass the FE Exam in JUST 3 Months

How to Prepare for the PE Exam: 5 Key Steps to Simulate CBT Conditions

April 15, 2025 by Anthony Fasano, P.E. Leave a Comment

In this article (and video above), I provide 5 steps you can take to simulate the CBT—or Computer-Based Testing—conditions so you can walk into exam day fully confident and prepared.

With the PE Exam now fully transitioned to CBT, your success depends on how well you can work under the same digital conditions you’ll face during the actual test.

Why Simulating CBT Conditions Matters

The PE Exam isn’t just about knowing the material—it’s about how efficiently you can navigate problems on a computer, with limited resources, within a strict time frame.

Practicing in a similar environment helps you:

✅ Build speed and accuracy.
✅ Get comfortable with the digital NCEES Reference Handbook.
✅ Reduce anxiety on exam day.
✅ Improve your time management.

1: Practice with the Digital NCEES Reference Handbook

In the CBT format, you won’t bring your own notes or books—you’ll only have access to the digital NCEES Reference Handbook.

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Filed Under: Blog Posts, PE Exam, Videos Tagged With: Anthony Fasano, Digital NCEES Reference Handbook, Key Steps to Simulate CBT Conditions, Prepare for the PE Exam

What’s The BEST Calculator To Pass The FE Exam in 2025?

April 8, 2025 by Anthony Fasano, P.E. Leave a Comment

In this article (and video above), I explore the top calculators that can help you pass the FE exam with confidence. From Texas Instruments to HP, we’ll compare the features, functionality, and usability of the most popular calculators on the market. Whether you’re a student or a working professional, this article and video will provide you with the information you need to make an informed decision and choose the best calculator for your FE exam preparation.

Why Your Calculator Choice Matters

Selecting the right calculator for the FE exam is a crucial decision—it can make the difference between passing and failing. The FE exam is a challenging test that requires not only strong technical knowledge but also efficiency and confidence in problem-solving. A well-suited calculator can help you:

  • Solve problems more quickly and accurately
  • Reduce stress during the exam
  • Improve overall efficiency and confidence

With so many options on the market, choosing the right one can be overwhelming. However, prioritizing this decision will ensure you are well-prepared for exam day.

Understanding FE Exam Calculator Restrictions

One of the biggest challenges students face when selecting a calculator is ensuring it meets the FE exam’s strict guidelines. The National Council of Examiners for Engineering and Surveying (NCEES) has a pre-approved list of calculators that can be used during the exam. Any calculator outside this list is not permitted.

Common Challenges Students Face

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Why EVERY Engineering Firm Owner Needs a Professional Engineering License

April 1, 2025 by Anthony Fasano, P.E. Leave a Comment

In this article (and video above), I share why every engineering firm owner should prioritize obtaining a PE license, and how it can take your business to the next level—whether you’re just starting out or have been in the industry for years.

The High Risks of Operating Without a PE License

Running an engineering firm without a licensed engineer on board exposes your business to serious risks:

1. Legal Liability

Firstly, in some US states, professionals CANNOT be an owner in an engineering business without a license, so in this scenario, it’s an absolute must. However, even if it is legal to own a company without a PE license, firm owners may be personally liable if a project goes wrong. That means your own finances, assets, and reputation could be on the line. Legal action, fines, and settlements can quickly become devastating for both you and your business.

2. Project Failures

Projects led without licensed engineers often face delays, budget overruns, and quality issues. These problems hurt your firm’s credibility and can lead to negative word-of-mouth, bad reviews, and a lasting dent in your reputation.

3. Lost Client Trust

Potential clients are looking for qualified, trustworthy firms to handle their projects. If your firm lacks licensed professionals, it raises red flags, causing you to lose out on valuable contracts and growth opportunities.

4. Business Survival at Stake

In the worst cases, a firm without proper licensure may face financial collapse, forced closure, or legal shutdowns. The fallout doesn’t just affect solely the owners—it impacts employees, their families, and your wider community.

The Power of a PE License

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Filed Under: Blog Posts, PE Exam, Videos Tagged With: Anthony Fasano, Engineering Firm Owner Needs a PE License, Risks of Operating Without a PE License, The Power of a PE License

Master Single-Variable Calculus for REAL-WORLD Engineering Problems

March 25, 2025 by Anthony Fasano, P.E. Leave a Comment

In this article (and video above), you’ll learn how to apply calculus concepts to solve a common real-world engineering problem involving single-variable calculus—an essential topic from the Mathematics and Statistics section of the FE Exam.

Question:

A company is designing an open-top storage container with a square base to hold materials. Given that the total surface area of the box should not exceed 48X48 ft², what would the maximum volume of the container be?

Single-Variable Calculus

In today’s question, we are presented with a typical real-world engineering problem. A company needs to design and manufacture an open-top storage container with a total surface area of 48X48 ft². The objective is to maximize this container’s volume while staying within these material constraints.

Determine Variables That Require Optimization

To construct this container, we’ll start with the template shown here. Because the container’s base needs to be square, our focus narrows to two dimensions: the width \(w\) and the height \(h\) of the container. By carefully optimizing these values, we can maximize the container’s total volume while also staying within the material constraints.

Single-Variable Calculus

Explanation:

Derive Equations for the Container’s Surface Area and Volume

We begin by establishing a formula for the total surface area of our box template. The centre square (orange) has an area given by \( w^2 \). Next, we account for the box’s side panels (blue). Since each panel has an area of \( wh \) (and there are four of them), their total area contribution will be \( 4wh \). By summing these areas, we arrive at the total surface area equation for the container:

\[ A_s = w^2 + 4wh \]

Shifting our focus to the three-dimensional box; we can define its volume as the product of its three primary dimensions. With a square base, this volume will be given by:

\[ V_c = w^2 h \]

Establish a Surface Area Constraint Equation

To ensure the design stays within the surface area constraint \( 48 × 48 ft^2 \), we need to establish a constraint equation that ties the surface area equation \( A_s \) to this design parameter. In mathematical terms:

\[ A_s \leq 48 × 48 ft^2 \]

\[ w^2 + 4wh \leq 48 × 48 ft^2 \]

The total surface area (As) must be less than or equal to the available material. However, since we want to maximize the container’s volume, we assume that all of the material will be used. Our resulting constraint equation is then given by:

\[ w^2 + 4wh = 48×48 ft^2 \]

Isolate “h” from the Constraint Equation

Next, we want to isolate the variable \( h \) from this equation – a step that lets us express the container’s height solely in terms of its width. To achieve this, we first subtract \( w^2 \) from both sides of the equation, effectively moving this term to the right-hand side. Then, we divide the entire equation by \( 4w \), the coefficient in front of \( h \). After this, we arrive at the final expression:

\[ 4wh = 2304 – w^2 \]

\[ h = \frac{2304 – w^2}{4w} \]

Substitute “h” Into the Volume Equation \( V_c \)

We now use the expression for  and substitute it into the volume equation derived earlier. We do this, and after multiplying in the  term, we arrive at a volume equation that depends solely on the container’s width (w):

\[ V_c = w^2 \cdot \frac{(2304 – w^2)}{4w} \]

\[ V_c = \frac{2304w – w^3}{4} \]

By expressing the volume solely as a function of width, we simplify our analysis significantly.

Evaluate the Volume Function’s \(V_s\) Critical Points:

The next step is to calculate the width \( w \) that maximizes the container’s volume. To do this, we need to identify the function’s critical points.

Function Critical Points

Critical points are key indicators of where a function reaches a local maximum, minimum, or a saddle point. Mathematically, critical points occur where the first derivative of the function is either zero or undefined. If we visualize the volume function as a curve, these critical points correspond to peaks, valleys, or points where the slope momentarily flattens out:

Single-Variable Calculus

To find the critical points of the volume function, we take its first derivative with respect to width \( w \). Using the classic power rule, we differentiate the equation and set it to zero.

\[ \frac{d}{dw} \left( \frac{2304w – w^3}{4} \right) = 0 \]

\[ \frac{2304 – 3w^2}{4} = 0 \]

Now, we solve for the container’s width \( w \) – or its critical points. First, multiply both sides by 4 to eliminate the fraction. Then, move 2304 to the other side, making it a negative term and divide the whole equation through by that -3 term in front of \( w^2 \), so it can be isolated on the left-hand side of the equation. We simplify this fraction and take the square root on both sides.

\[ 2304 – 3w^2 = 0 \]

\[ w^2 = \frac{-2304}{-3} \]

\[ w^2 = \sqrt{768} \]

\[ w = \pm 27.71 \text{ ft} \]

Since a negative container width doesn’t make sense in this context, we discard this negative value. This means the optimal container width is 27.71 ft.

\( w_c = 27.71 \text{ ft} \)

Validate the Result Using the Second Derivative Test

In this case, choosing the correct value for width was intuitive, but this might not always be the case. For example, in problems involving temperature variables, negative results might still have valuable meaning. We can mathematically confirm which critical points represent local maxima and which don’t. This is where the second derivative test comes in.

The Second Derivative Test

The test works by taking the second derivative of the function and substituting the previously obtained critical points into it. If this results in a value less than zero, the function is concave downward at that point, confirming that it’s a local maximum. If the result is greater than zero, the function is concave upward, indicating a local minimum. However, if the second derivative equals zero, the test is inconclusive, meaning the critical point could be a maximum, minimum, or an inflection point, requiring further analysis.

Single-Variable Calculus

We differentiate the volume function one more time to obtain its second derivative with respect to its width. Using the power rule again, the constant terms disappear, leaving us with a second derivative equal to -6w.

\[ V_c” (w_c )= \frac{d}{dw_c} \left( \frac{2304 – 3w_c^2}{4} \right) \]

\[ V_c”(w_c) = -6w_c \]

\[ V_c”(w_c) = -6(\pm 27.71) \]

Substituting our critical values into this equation, we find:

Calculate the Container’s Maximum Volume

We use the volume equation derived earlier, where the container’s volume \( V_c \) is expressed in terms of its width \( w \). By substituting the critical value \( w_c = 27.71 \text{ ft} \) into this equation, we calculate the maximum possible volume of the container as \( 10,641.72 \text{ ft}^3 \).

\[
V_{c_{\text{MAX}}} = \frac{2304(27.71) – (27.71)^3}{4}
\]

\[
V_{c_{\text{MAX}}} = 10,641.72 \text{ ft}^3
\]

Validate the Area Constraint

If you’re short on time during the test, this is the point where you should verify your answer by checking the multiple-choice options. But if you want to validate that the container meets the material constraints, here’s what you can do.

\[
h = \frac{2304 – w^2}{4w} \quad \text{(derived previously)}
\]

\[
h_{\text{MAX}} = \frac{2304 – (27.71)^2}{4(27.71)}
\]

\[
h_{\text{MAX}} = 13.86 \text{ ft}
\]

\[
A_s = w^2 + 4wh \quad \text{(derived previously)}
\]

\[
A_s = w^2 + 4wh = (27.71)^2 + 4(27.71)(13.86)
\]

\[
A_s = 2304 \text{ ft}^2 = 48 \times 48 \text{ ft}^2
\]

Start by substituting the width \( w_c = 27.71 \) ft into the equation derived for the equation’s height to find that the container will require a height of 13.86 ft. Next, substitute this height and width back into the original surface area equation. Calculating this, we confirm that the total surface area is 2304 ft². And when we take the square root of this value, we find that it matches our original target surface area of \( 48 \times 48 \) ft², confirming that our calculations were correct.

Answer:

A company is designing an open-top storage container with a square base to hold materials. Given that the total surface area of the box should not exceed 48X48 ft², what would the maximum volume of the container be?

The correct answer is A.

Conclusion

To conclude, the objective of this problem was to optimize a container’s volume while ensuring it adhered to a given surface area constraint. Throughout this process, we derived mathematical expressions for both surface area and volume, allowing us to establish a constraint equation that defined their relationship. By expressing volume as a function of width alone, we simplified our calculations and applied both the first and second derivative tests to determine the container’s optimal dimensions. By systematically applying calculus and optimization techniques, we successfully determined the maximum volume of our container while staying within the given surface area constraints.

I hope you found this week’s FE Exam article helpful. In upcoming articles, I will answer more FE Exam questions and run through more practice problems. We publish videos bi-weekly on our Pass the FE Exam YouTube Channel.  Be sure to visit our page here and click the subscribe button as you’ll get expert tips and tricks – to ensure your best success – that you can’t get anywhere else. Believe me, you won’t want to miss a single video.

Lastly, I encourage you to ask questions in the comments of the videos or here on this page, and I’ll read and respond to them in future videos. So, if there’s a specific topic you want me to cover or answer, we have you covered.

I’ll see you next week… on Pass the FE Exam

Anthony Fasano, P.E., AEC PM, F. ASCE

Filed Under: Blog Posts, FE Exam, Videos Tagged With: Anthony Fasano, Calculus for REAL-WORLD Engineering Problems, Master Single-Variable Calculus, Mathematics and Statistics section of the FE Exam

Mastering PE Exam Time Management for a Passing Score!

February 4, 2025 by Anthony Fasano, P.E. Leave a Comment

In this article (and video above), I share expert tips and strategies to help you optimize your test-taking skills and make the most of your exam time. From understanding the exam format to creating a personalized study plan, we’ll cover it all. Learn how to prioritize questions, PE Exam time management , and avoid common pitfalls that can cost you valuable points. With our proven techniques, you’ll be able to tackle even the toughest questions with confidence and achieve a passing score.

Effective time management is crucial for acing the PE exam. In fact, it’s one of the most critical skills to develop if you want to walk out of that exam room with a passing score. Think about it – you can be super knowledgeable on the content, but if you can’t manage your time wisely, you’ll likely end up running out of time or getting stuck on a challenging question, and that’s a recipe for disaster.

The Most Common PE Exam Time Management Challenges:

1. Pacing Yourself

  • A major hurdle is spending too much time on a single difficult problem, losing precious minutes.

2. Dealing with Anxiety

  • Stress can lead to panic, making it harder to focus and manage your time effectively.

3. Balancing Question Difficulties

  • Tough questions can trap you, leaving insufficient time for easier ones.

4. Maintaining Focus

  • Distractions, exhaustion, or feeling overwhelmed can break your concentration, further derailing time management.

Four Effective Time Management Strategies That Will Help You Pass the Exam:

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Filed Under: Blog Posts, PE Exam, Videos Tagged With: Anthony Fasano, Dealing with Anxiety, Mastering PE Exam Time Management, Time Management for a Passing Score

What’s the SECRET to Mastering MOMENT of INERTIA on the FE Exam?

January 28, 2025 by Anthony Fasano, P.E. Leave a Comment

In this article (and video above), we reveal the SECRET to overcoming the challenging topic of moment of inertia and help you achieve success on your engineering licensing exam. 

We’ll start by revisiting the basics of inertia and then dive deeper into essential topics like centroidal area and the parallel axis theorem. These concepts are critical for understanding how the moment of inertia works and will prepare you to handle the different scenarios you’re likely to encounter on the exam.

Question:

In this question, we are presented with an I-beam, and we’re asked to calculate its moment of inertia about its centroidal x-axis. We’re also given a list of possible answers, all presented in mm – so straight off the bat, we know that we’ll be sticking to this unit in our calculations to keep things simple and prevent possible conversion mistakes. Now – before we jump into the solution to this problem, let’s review some key concepts so you have a better understanding of the theory behind this question.

moment of inertia

Problem Context: Area Moment of Inertia

The area moment of inertia is a parameter that defines how much resistance a shape – like that of the cross-section of a beam – has to bending due to its geometry. For example – when we apply a concentrated load to the center of three simply supported beams like we have here – we get an intuitive feel for how the beams would react under this stress. In this case, the beams are bending about their own central axis referred to as their centroidal axis. The beam to the left would deform easily under this stress due to its cross section having a small inertia or ‘resistance to bending’ about its central axis. But when you look at the second or third beam, they have larger inertias making them more resistant to bending in this plane. This resistance to bending is influenced by the distribution of area about the bending axis, meaning when a shape has more of its area distributed further away from the bending line, like with our I-beam, it’s also less likely to bend.

moment of inertia

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Filed Under: Blog Posts, FE Exam, Videos Tagged With: Anthony Fasano, Calculate the moment of inertia about a centroidal x-axis, Mastering MOMENT of INERTIA, Theory and practical application

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