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NCEES Engineering Licensure

FE Mechanical Practice Exam

FE Mechanical exam practice — the NCEES discipline exam, your first step toward the PE.

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Built for FE Mechanical candidates

  • NCEES FE Mechanical topic mix: statics & dynamics, mechanics of materials, fluid mechanics, thermodynamics, heat transfer, and mechanical design
  • 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 Mechanical exam is one of the seven NCEES Fundamentals of Engineering discipline exams — a 110-question, computer-based test, taken near graduation, that is the first step toward becoming a licensed Professional Engineer (PE). Every question is meant to be answered from the FE Reference Handbook and engineering fundamentals, so practice that drills the right Mechanical topic mix, in the right units, with worked solutions is exactly how you build exam-day speed.

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 Mechanical exam questions

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

Question 1Multiple choiceThermodynamics

Air, treated as an ideal gas with constant specific heats and ratio of specific heats k=cp/cv=1.4k = c_p/c_v = 1.4, enters a compressor at 100 kPa and 300 K and is compressed isentropically to 800 kPa. What is the air temperature at the compressor exit?

  1. A.

    322 K

  2. B.

    543 K

  3. C.

    689 K

  4. D.

    1,325 K

Worked solution
Answer:B

For an isentropic process of an ideal gas with constant specific heats, temperature and pressure are related by

T2T1=(P2P1)(k−1)/k\frac{T_2}{T_1} = \left(\frac{P_2}{P_1}\right)^{(k-1)/k}

This follows from combining Pvk=constantPv^k = \text{constant} with the ideal-gas law Pv=RTPv = RT to eliminate vv.

The pressure ratio is 800/100=8800/100 = 8 and the exponent is (1.4−1)/1.4=0.2857(1.4 - 1)/1.4 = 0.2857. Absolute temperatures must be used because the relation is a ratio.

T2=300 (8)0.2857T_2 = 300\,(8)^{0.2857}

Evaluate the power with logarithms: ln⁡8=2.079\ln 8 = 2.079, so 0.2857×2.079=0.5940.2857\times 2.079 = 0.594 and e0.594=1.811e^{0.594} = 1.811.

T2=300(1.811)=543 KT_2 = 300(1.811) = 543\,\text{K}

The exit temperature is well above the inlet temperature, as expected for compression, and the rise is moderate for a pressure ratio of 8, which is consistent with an exponent less than 1.

T₂ ≈ 543 K (option B)

The most tempting wrong answer is C (689 K), which uses the exponent k−1=0.4k - 1 = 0.4 instead of (k−1)/k(k-1)/k; that exponent belongs to the temperature-volume relation T2/T1=(v1/v2)k−1T_2/T_1 = (v_1/v_2)^{k-1}, not the temperature-pressure one. Option A (322 K) applies the ratio to 27°C and converts to kelvin afterwards; ratios of temperature only hold on an absolute scale. Option D uses the exponent 1/k1/k, which belongs to the volume-pressure relation.

Question 2Short answerHeat Transfer

A large plane wall is 0.20 m thick and has a thermal conductivity of 0.80 W/(m·K). The inside surface is exposed to room air at 22°C with a convection heat transfer coefficient of 10 W/(m²·K); the outside surface is exposed to outdoor air at −8°C with a convection coefficient of 25 W/(m²·K). Neglect radiation. Under steady-state, one-dimensional conditions, determine the heat flux through the wall in W/m².

Worked solution
Answer:

q″ ≈ 77 W/m² (from the room to the outdoors)

At steady state the same heat flux passes through the inside convection film, the wall and the outside film, so the three resistances act in series between the two air temperatures. Per unit area, the resistances are 1/h1/h for each convection film and L/kL/k for conduction through the wall.

Total thermal resistance per unit area:

R′′=1hi+Lk+1ho=110+0.200.80+125=0.100+0.250+0.040=0.390 m2⋅K/WR'' = \frac{1}{h_i} + \frac{L}{k} + \frac{1}{h_o} = \frac{1}{10} + \frac{0.20}{0.80} + \frac{1}{25} = 0.100 + 0.250 + 0.040 = 0.390\,\text{m}^2\text{·K/W}

The conduction term dominates, so the wall itself is the main barrier to heat flow.

Heat flux is the overall temperature difference divided by the total resistance, with the difference taken between the two air temperatures (the surface temperatures are unknown):

q′′=T∞,i−T∞,oR′′=22−(−8)0.390=300.390=76.9 W/m2q'' = \frac{T_{\infty,i} - T_{\infty,o}}{R''} = \frac{22 - (-8)}{0.390} = \frac{30}{0.390} = 76.9\,\text{W/m}^2

The flux is positive from inside to outside, as expected since the room is warmer. The inside surface temperature follows from the inside film alone: Ts,i=22−76.9/10=14.3T_{s,i} = 22 - 76.9/10 = 14.3°C.

q″ ≈ 77 W/m², directed from the room to the outdoors

Question 3Worked problemMechanical Design and Analysis

A solid circular steel shaft transmits 20 kW at 1,500 rpm. The shear modulus of the steel is G=80 GPaG = 80\,\text{GPa}.

(a) Determine the torque carried by the shaft.

(b) Determine the minimum shaft diameter if the maximum shear stress in the shaft must not exceed 40 MPa.

(c) A standard 26 mm diameter shaft is selected. Determine the angle of twist, in degrees, over a 1.0 m length of this shaft when it carries the torque from part (a).

Worked solution
Answer:

(a) T ≈ 127.3 N·m; (b) dmin⁡d_{\min} ≈ 25.3 mm; (c) θ ≈ 0.0355 rad ≈ 2.03°

(a) Torque. Power transmitted by a rotating shaft is P=TωP = T\omega, so the torque is the power divided by the angular speed in rad/s:

ω=2πN60=2π(1500)60=157.1 rad/s\omega = \frac{2\pi N}{60} = \frac{2\pi(1500)}{60} = 157.1\,\text{rad/s} T=Pω=20,000157.1=127.3 N⋅mT = \frac{P}{\omega} = \frac{20{,}000}{157.1} = 127.3\,\text{N·m}

(b) Minimum diameter. The maximum shear stress in a solid circular shaft occurs at the outer surface: τmax⁡=Tc/J\tau_{\max} = Tc/J with c=d/2c = d/2 and J=πd4/32J = \pi d^4/32, which simplifies to τmax⁡=16T/(πd3)\tau_{\max} = 16T/(\pi d^3). Set it equal to the allowable stress and solve for dd:

d3=16Tπτallow=16(127.3)π(40×106)=1.621×10−5 m3d^3 = \frac{16T}{\pi \tau_{\text{allow}}} = \frac{16(127.3)}{\pi(40 \times 10^6)} = 1.621 \times 10^{-5}\,\text{m}^3 d=(1.621×10−5)1/3=0.02531 m=25.3 mmd = (1.621 \times 10^{-5})^{1/3} = 0.02531\,\text{m} = 25.3\,\text{mm}

Any larger diameter keeps the stress below 40 MPa, so 26 mm is an acceptable standard size.

(c) Angle of twist. For the 26 mm shaft, the polar moment of inertia is

J=πd432=π(0.026)432=4.49×10−8 m4J = \frac{\pi d^4}{32} = \frac{\pi (0.026)^4}{32} = 4.49 \times 10^{-8}\,\text{m}^4

The angle of twist over length LL is θ=TL/(GJ)\theta = TL/(GJ), in radians, with all quantities in base SI units:

θ=127.3(1.0)(80×109)(4.49×10−8)=0.0355 rad\theta = \frac{127.3(1.0)}{(80 \times 10^9)(4.49 \times 10^{-8})} = 0.0355\,\text{rad}

Convert to degrees: 0.0355×180/π=2.03°0.0355\times 180/\pi = 2.03°.

T ≈ 127.3 N·m; dmin⁡d_{\min} ≈ 25.3 mm; θ ≈ 0.0355 rad ≈ 2.03° per metre of shaft

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