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NCEES Engineering Licensure

FE Practice Exam

FE exam practice for all 7 NCEES disciplines — the first step toward your PE.

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Built for FE candidates

  • Covers all 7 FE disciplines: Civil, Mechanical, Electrical & Computer, Environmental, Chemical, Industrial & Systems, and Other Disciplines
  • Questions answerable from the NCEES FE Reference Handbook + first principles
  • Mix of calculation and conceptual items, in SI and US customary units
  • Step-by-step solutions on every question (first 2 free; all with Premium)
  • Follow-up study chat to dig into any concept that trips you up

The FE (Fundamentals of Engineering) exam is the first step toward becoming a licensed Professional Engineer (PE). It’s a 110-question computer-based exam, taken near graduation, that you sit in one of seven discipline versions. Every question is meant to be answered from the FE Reference Handbook and engineering fundamentals — so practice that drills the right topic mix, in the right units, with worked solutions, is exactly how you build exam-day speed. Pick your discipline and generate a fresh practice set.

Crameleon builds your practice exam on demand — pick the pathway and module you're studying, and we generate a fresh paper with step-by-step solutions (the first 2 free; all of them with Premium). Every question comes with a follow-up study chat, so you can dig into any concept that trips you up without leaving the page. The generation takes under 2 minutes and your first exam is free.

Sample FE exam questions

Three original questions on FE exam topics, each with a worked solution.

Question 1Multiple choiceMathematics

The function y(x)y(x) satisfies the differential equation

dydx+2y=6\frac{dy}{dx} + 2y = 6

with the initial condition y(0)=1y(0) = 1. What is the value of yy at x=0.5x = 0.5?

  1. A.

    0.368

  2. B.

    2.26

  3. C.

    3.74

  4. D.

    4.16

Worked solution
Answer:B

This is a first-order linear differential equation with constant coefficients, so the solution is the homogeneous solution plus a particular solution.

Homogeneous part: the characteristic equation of y′+2y=0y' + 2y = 0 is r+2=0r + 2 = 0, so yh=Ce−2xy_h = Ce^{-2x}.

Particular part: the forcing term is a constant, so try a constant yp=Ay_p = A. Then yp′=0y_p' = 0 and 2A=62A = 6, giving A=3A = 3. This is also the steady-state value the solution approaches as x→∞x \to \infty.

General solution:

y=3+Ce−2xy = 3 + Ce^{-2x}

Apply the initial condition: y(0)=3+C=1y(0) = 3 + C = 1, so C=−2C = -2. The exponential term is subtracted because the solution starts below its steady-state value and rises toward it.

Evaluate at x=0.5x = 0.5:

y(0.5)=3−2e−1=3−2(0.3679)=2.264y(0.5) = 3 - 2e^{-1} = 3 - 2(0.3679) = 2.264

y(0.5) ≈ 2.26 (option B)

The most tempting wrong answer is C (3.74). It comes from taking C=+2C = +2, which would make the solution start above the steady-state value and decay toward it; the initial value 1 is below 3, so the sign must be negative. Option A is the homogeneous solution alone with the particular solution dropped, and option D uses 6 instead of 6/2=36/2 = 3 as the steady-state value.

Question 2Short answerStatics

A simply supported beam AB is 6 m long. Support A, at the left end, is a pin; support B, at the right end, is a roller. The beam carries a uniformly distributed load of 4 kN/m downward over its entire length and a concentrated downward load of 12 kN located 2 m from A. Neglect the weight of the beam. Determine the vertical reaction at support B, in kN.

Worked solution
Answer:

RBR_B = 16 kN (upward)

Replace the distributed load by its resultant so that moments can be taken easily: wL=4×6=24 kNwL = 4 \times 6 = 24\,\text{kN}, acting at the centre of the loaded length, 3 m from A.

Take moments about A, because the unknown reaction at A passes through A and drops out of the equation. With counter-clockwise positive and RBR_B assumed upward:

∑MA=0:RB(6)−24(3)−12(2)=0\sum M_A = 0: \quad R_B(6) - 24(3) - 12(2) = 0 RB=72+246=16 kNR_B = \frac{72 + 24}{6} = 16\,\text{kN}

Vertical force equilibrium then gives the reaction at A:

RA=24+12−16=20 kNR_A = 24 + 12 - 16 = 20\,\text{kN}

Both reactions come out positive, so both act upward as assumed. The reaction at A is the larger one because the 12 kN load sits closer to A than to B, while the distributed load is shared equally.

RBR_B = 16 kN, acting upward

Question 3Worked problemEngineering Economics

A packaging machine costs $48,000 to purchase and install. It is expected to last 6 years, after which it can be sold for $8,000. Operating and maintenance costs are $5,000 per year, paid at the end of each year. The company's minimum attractive rate of return is 8% per year, compounded annually.

(a) Determine the equivalent uniform annual cost (EUAC) of owning and operating the machine.

(b) If the machine produces 20,000 packages per year, what is the equivalent cost per package?

Use the interest factors (A/P,8%,6)=0.2163(A/P, 8\%, 6) = 0.2163 and (A/F,8%,6)=0.1363(A/F, 8\%, 6) = 0.1363, or compute them from the factor formulas.

Worked solution
Answer:

(a) EUAC ≈ $14,290 per year; (b) ≈ $0.71 per package

(a) Convert every cash flow into an equivalent uniform amount per year over the 6-year life, then add the costs and subtract the receipts.

The first cost is a single present amount, so it is spread over the life with the capital-recovery factor:

48,000 (A/P,8%,6)=48,000(0.2163)=10,38248{,}000\,(A/P, 8\%, 6) = 48{,}000(0.2163) = 10{,}382

The salvage value is a single future receipt at year 6, so it is converted with the sinking-fund factor and credited against the costs:

8,000 (A/F,8%,6)=8,000(0.1363)=1,0908{,}000\,(A/F, 8\%, 6) = 8{,}000(0.1363) = 1{,}090

The operating and maintenance cost is already a uniform annual amount, so it is added directly:

EUAC=10,382−1,090+5,000=14,292\text{EUAC} = 10{,}382 - 1{,}090 + 5{,}000 = 14{,}292

EUAC ≈ $14,290 per year

The factors come from the formulas with (1.08)6=1.5869(1.08)^6 = 1.5869: (A/P,8%,6)=0.08(1.5869)1.5869−1=0.2163(A/P, 8\%, 6) = \dfrac{0.08(1.5869)}{1.5869 - 1} = 0.2163 and (A/F,8%,6)=(A/P,8%,6)−i=0.1363(A/F, 8\%, 6) = (A/P, 8\%, 6) - i = 0.1363.

(b) The EUAC is a cost per year and the output is packages per year, so dividing the two gives the equivalent cost per package:

14,29220,000=0.7146\frac{14{,}292}{20{,}000} = 0.7146

About $0.71 per package

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