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Exam Name : NCEES - FE Electrical and Computer 2023 (Actual Questions Test Engine, NO PDF)
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NCEES-FE-Electrical-and-Computer test Format | NCEES-FE-Electrical-and-Computer Course Contents | NCEES-FE-Electrical-and-Computer Course Outline | NCEES-FE-Electrical-and-Computer test Syllabus | NCEES-FE-Electrical-and-Computer test Objectives


Exam Code: NCEES FE Electrical and Computer
test Type: CBT
Questions: 110
test Duration: 6 Hours
- Nondisclosure agreement (2 minutes)
- Tutorial (8 minutes)
- test (5 hours and 20 minutes)
- Scheduled break (25 minutes)

The Fundamentals of Engineering (FE) test is generally your first step in the process to becoming a professional licensed engineer (P.E.). It is designed for recent graduates and students who are close to finishing an undergraduate engineering degree from an EAC/ABET-accredited program. The FE test is a computer-based exam.

actual test Questions pool includes following topics.
- Algebra and Trigonometry
- Complex Numbers
- Discrete Mathematics and Progressions
- Analytic Geometry
- Calculus
- Differential Equations
- Matrix and Vector analysis
- Measures of central tendencies
- Permutation/Combination & Laws of Probability
- Probability Distributions
- Expected values
- Code of Ethics & NCEES Model Law and Rules
- Intellectual Property
- Safety
- Engineering Economics
- Time value of money
- Cost estimation
- Risk Identification and Analysis
- Electrical Properties
- Thermal Properties
- Kirchhoff's Laws - KCL, KVL
- Series / Parallel Equivalent Circuits
- Thevenin and Norton Theorems
- Waveform Analysis
- Phasors
- Impedance
- Frequency / transient response
- Resonance
- Laplace Transform
- Transfer functions
- Sampling
- Analog Filters
- Digital Filters, Z-transforms, Difference Equation
- Continuous Time Convolution
- Discrete Time Convolution
- Semiconductor materials
- Diodes and Thyristors
-Junction Field Effect Transistors (JFETs)
- Metal-Oxide Semiconductor Field Effect Transistors (MOSFETs)
- Operational Amplifiers
- Power Electronics
- Instrumentation
- Power Theory/Single Phase Power
- Transmission and Distribution / 3-Phase Power
- Power Factor
- Voltage Regulation/ Voltage Drop
- Transformers
- Motors & Generators
- Electrostatics
- Magnetostatics
- Electrodynamics - Maxwell's Equations
- Electrodynamics - Wave Propagation
- Transmission Lines
- Block Diagrams/Closed-loop response/Open-loop response
- Bode Plots
- System Stability/Frequency response
- Controller performance
- Communication Theory
- Amplitude Modulation
- Angle Modulation
- Fourier Transforms
- Digital Communications
- Multiplexing
- Routing and Switching
- Network Topologies / Types / Models
- Internet Protocol Addressing: IPv4/IPv6
- Protocols: TCP/UDP/ICMP
- Network Security: Intrusion Detection/Prevention and Encryption
- Number Systems
- Boolean Logic
- Logic gates and circuits
- Logic minimization - K-Maps/SOP/POS
- Sequential Circuits - Flip-Flops and Counters
- Combinational circuits
- Programmable Logic Devices/Gate Array
- State Machine Design
- Timing
- Microprocessor
- Memory Technology and Systems
- Architecture & Interfacing
- Algorithms - Complexity, Big-0
- Algorithms - Sorting, Searching
- Data Structures - Array/Linked List/Stack/Queue
- Data Structures - Tree/Graph
- Software design methods/implementation/testing



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NCEES FE Practice Questions

 

FE review periods | Killexams.com Resources

FE exam

put together for the fundamentals of Engineering (FE) exam, taken for your fourth yr. The FE test is generally the first step in the procedure to becoming an expert licensed engineer (PE).

The FE test is run by means of NCEES, the country wide Council of Examiners for Engineering and Surveying.

it is designed for recent graduates and students who're close to finishing an undergraduate engineering degree from an EAC/ABET-accredited program. The FE examination is a pc-based examination administered 12 months-circular at NCEES-approved Pearson VUE check centers.

assessment Session videos

Michigan Tech presents lecture evaluation periods on civil and environmental engineering subject matters.

Hydrogeology/Water resources evaluate Notes

download review Notes

NRCS (SCS) Rainfall-Runoff Equations
  • runoff
  • maximum basin retention
  • curve number
  • Variables
  • precipitation
  • maximum basin retention
  • runoff
  • curve quantity
  • Rational method Equations Variables
  • watershed enviornment
  • runoff coefficient
  • rainfall depth
  • top discharge
  • Darcy’s legislations Equations
  • discharge rate
  • specific discharge
  • common seepage pace
  • Variables
  • discharge rate
  • hydraulic conductivity
  • hydraulic head
  • move-sectional area of stream
  • particular discharge (often known as Darcy velocity or superficial pace)
  • normal seepage speed
  • helpful porosity
  • Definitions
  • Unit hydrograph
  • Transmissivity
  • Storativity or storage coefficient of an aquifer
  • well Drawdown Illustration
  • Unconfined aquifer on an impermeable layer
  • Dupuit’s method Equations
  • circulation rate of water drawn from smartly
  • Variables
  • movement fee of water drawn from neatly
  • coefficient of permeability of soil
  • top of water surface above bottom of aquifer at perimeter of smartly
  • peak h of water surface above bottom of aquifer as a distance r from neatly centerline
  • radius to smartly at perimeter of smartly, ie, radius of well
  • r which is the radius to water surface whose peak is h above the backside of the aquifer
  • selected capacity
  • neatly drawdown
  • Illustration
  • restricted aquifer on an impermeable layer
  • Equations
  • stream expense of water drawn from well
  • transmissivity
  • Variables
  • circulation rate of water drawn from well
  • transmissivity
  • thickness of confined aquifer
  • heights of piezometric surface above bottom of aquifer
  • radii from pumping neatly
  • Groundwater circulation
  • Flows in pores and fractures of aquifers
  • circulation is caused by using hydraulic gradients
  • circulate is in direction of reducing head
  • circulate speed is proportional to the hydraulic gradient
  • Equations
  • head
  • hydraulic gradient
  • groundwater move
  • hydraulic conductivity
  • Variables
  • groundwater circulate
  • area perpendicular to movement
  • specific discharge
  • Darcy velocity
  • hydraulic conductivity
  • intrinsic permeability (homes of the geologic formation)
  • fluid residences
  • mass density of the fluid
  • gravitational acceleration
  • dynamic viscosity of the fluid
  • size
  • time
  • mass
  • Notes
  • limitation: applies for laminar stream
  • The poor signal is because stream is within the course of decreasing head (ie, a bad hydraulic gradient)
  • Intrinsic Permeability

    Most critical residences affecting the magnitude of intrinsic permeability consist of:

  • Sizes and numbers of pores
  • Pore form and “connectedness” (packing)
  • surface texture
  • Intrinsic permeability is proportional to the square of the grain diameter. A table is given for the median size of pleasant, medium, and course sand to display the difference by orders of magnitude within the intrinsic permeability.

    Seepage speed

    Darcy velocity or certain discharge (ie, movement cost per total area) is used for water deliver (quantity).

    standard pore or seepage velocity, which reflects the standard speed of groundwater in pore areas, is of pastime for contaminant transport and geotechnical problems.

    Aquifers

    Aquifers are geological formations that are saturated with water.

    Equations
  • diploma of saturation
  • porosity
  • Variables
  • diploma of saturation
  • quantity of water
  • extent of voids
  • porosity
  • total (bulk) quantity
  • Notes
  • Volumetric water content will equal porosity when the diploma of saturation is one hundred% (saturated).
  • Groundwater move happens in pores and fractures
  • Unconsolidated systems are composed of damaged rock pieces, and pores are the areas between the grains/pieces.
  • Consolidated methods are whole rock formations, and pores can exist among the many cemented grains that form rocks or as fractures/cracks that subsequently take place as a result of tectonics and/or weathering.
  • Unconsolidated formates are usually greater porous and extra permeable. Darcy’s law regularly applies.
  • Flows in lots of consolidated formations happen basically in fractures/conduits. Darcy’s legislation frequently doesn't observe.
  • smartly Hydraulics (superior) Equations
  • governing equation for groundwater circulate for a limited aquifer
  • groundwater move below steady state circumstances
  • Variables
  • governing equation for groundwater stream for a limited aquifer
  • distance from the center of the pumping smartly
  • aquifer thickness
  • aquifer compressibility
  • fluid (water) compressibility
  • Aquifer habits

    Unconfined aquifers have a “free” water surface or groundwater desk, which is at atmospheric pressure and beneath which the pressures are continually hydrostatic.

    limited aquifers are overpressured, and the potentiometric floor is above the good of the aquifer. The appropriate of the aquifer is a confining unit (aquitard or aquiclude).

    Illustrations
  • Unconfined (phreatic)
  • constrained (artesian)
  • particular case: flowing smartly
  • restricted

    options to the groundwater stream equation for a single pumping well in a completely restricted aquifer:

    Equations

    drawdown, a potentiometric floor from static (unpumped, initial) stage

    Assumptions
  • homogeneous, isotropic residences
  • no boundaries
  • uniform thickness
  • steady pumping price
  • completely constrained
  • absolutely penetrating
  • flat SWL
  • solutions for Theis and Cooper-Jacob approximations
  • solutions
  • Theis answer is legitimate for all t
  • Cooper-Jacob solution error diminishes as t goes up
  • illustration
  • completely limited aquifer pumped @ 1 cubic meter per minute
  • Given:
  • porosity
  • aquifer thickness
  • aquifer compressibility
  • water compressibility
  • intrinsic permeability
  • water density
  • water viscosity
  • circulate cost
  • Calculate T, S, s(r,t) @ r = 100 m, t = a thousand min
  • Use the Theis strategy after which the Cooper-Jacob approximation
  • special circumstance: constant State (Equilibrium)

    moreover the assumptions for the Theis answer (ie, top of the line aquifer and pumping circumstances), count on that the potentiometric floor has stabilized. in this case, the Theim answer applies, which comes from integrating Darcy’s legislation for axisymmetric move to the pumping smartly.

    Unconfined

    software of the Thiem answer to an unconfined aquifer:

    Equations
  • Darcy’s law
  • Dupuit’s formula
  • particular case for a pumping smartly.

    example of steady State smartly Hydraulics

    Calculate the particular potential for confined and unconfined.

    Soil and Groundwater Remediation Contaminant Phases
  • Pure or “neat” or “free” or “nonaqueous” (eg, gasoline or gas oil)
  • Dissolved or aqueous
  • Vapor or gaseous (for volatile contaminants)
  • Sorbed
  • websites that pose a hazard to americans, either as a result of concentrations exceed drinking water requisites (MCLs or max contaminant levels) or other exposures (eg, contact, inhalation, and many others.), or to the ambiance, such as discharge to floor water, ought to endure corrective action (remediation or “plume control”).

    Plumes can be captured (“pump and treat”).

    supply zones can also be cleaned up (supply handle) using flushing or better flushing innovations and/or chemical remedy (eg, advanced oxidation) and bioremediation.


     

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