New release of NCEES-FE Dumps with cheat sheet

NCEES - FE Civil Engineering 2023 Exam Dumps

NCEES-FE Exam Format | Course Contents | Course Outline | Exam Syllabus | Exam Objectives

The FE exam includes 110-questions.

The exam appointment time is 6 hours long and includes

Nondisclosure agreement (2 minutes)Tutorial (8 minutes)

Exam (5 hours and 20 minutes)Scheduled break (25 minutes)

The Fundamentals of Engineering (FE) exam 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 exam is a computer-based exam administered year-round at NCEES-approved Pearson VUE test centers.

Reviewing the FE exam specifications, fees, and requirementsReading the reference materialsUnderstanding scoring and reportingViewing the most up-to-date FE exam pass rates
A $175 exam fee is payable directly to NCEES. Some licensing boards may require you to file a separate application and pay an application fee as part of the approval process to qualify you for a seat for an NCEES exam. Your licensing board may have additional requirements. Special accommodations are available for examinees who meet certain eligibility criteria and sufficiently document their request.

1. Mathematics

A. Analytic geometry

B. Calculus

C. Roots of equations

D. Vector analysis

2. Probability and Statistics

A. Measures of central tendencies and dispersions (e.g., mean, mode, standard deviation)

B. Estimation for a single mean (e.g., point, confidence intervals)

C. Regression and curve fitting

D. Expected value (weighted average) in decision making

3. Computational Tools

A. Spreadsheet computations

B. Structured programming (e.g., if-then, loops, macros)

4. Ethics and Professional Practice

A. Codes of ethics (professional and technical societies)

B. Professional liability

C. Licensure

D. Sustainability and sustainable design

E. Professional skills (e.g., public policy, management, and business)

F. Contracts and contract law

5. Engineering Economics

A. Discounted cash flow (e.g., equivalence, PW, equivalent annual worth, FW, rate of return)

B. Cost (e.g., incremental, average, sunk, estimating)

C. Analyses (e.g., breakeven, benefit-cost, life cycle)

D. Uncertainty (e.g., expected value and risk)

6. Statics

A. Resultants of force systems

B. Equivalent force systems

C. Equilibrium of rigid bodies

D. Frames and trusses

E. Centroid of area

F. Area moments of inertia

G. Static friction

7. Dynamics

A. Kinematics (e.g., particles and rigid bodies)

B. Mass moments of inertia

C. Force acceleration (e.g., particles and rigid bodies)

D. Impulse momentum (e.g., particles and rigid bodies)

E. Work, energy, and power (e.g., particles and rigid bodies)

8. Mechanics of Materials

A. Shear and moment diagrams

B. Stresses and strains (e.g., axial, torsion, bending, shear, thermal)

C. Deformations (e.g., axial, torsion, bending, thermal)

D. Combined stresses

E. Principal stresses

F. Mohr's circle

G. Column analysis (e.g., buckling, boundary conditions)

H. Composite sections

I. Elastic and plastic deformations

J. Stress-strain diagrams

9. Materials

A. Mix design (e.g., concrete and asphalt)

B. Test methods and specifications (e.g., steel, concrete, aggregates, asphalt, wood)

C. Physical and mechanical properties of concrete, ferrous and nonferrous metals, masonry, wood, engineered materials (e.g., FRP, laminated lumber, wood/plastic composites), and asphalt

10. Fluid Mechanics

A. Flow measurement

B. Fluid properties

C. Fluid statics

D. Energy, impulse, and momentum equations

11. Hydraulics and Hydrologic Systems

A. Basic hydrology (e.g., infiltration, rainfall, runoff, detention, flood flows, watersheds)

B. Basic hydraulics (e.g., Manning equation, Bernoulli theorem, open-channel flow, pipe flow)

C. Pumping systems (water and wastewater)

D. Water distribution systems

E. Reservoirs (e.g., dams, routing, spillways)

F. Groundwater (e.g., flow, wells, drawdown)

G. Storm sewer collection systems

12. Structural Analysis

A. Analysis of forces in statically determinant beams, trusses, and frames

B. Deflection of statically determinant beams, trusses, and frames

C. Structural determinacy and stability analysis of beams, trusses, and frames

D. Loads and load paths (e.g., dead, live, lateral, influence lines and moving loads, tributary areas)

E. Elementary statically indeterminate structures

13. Structural Design

A. Design of steel components (e.g., codes and design philosophies, beams, columns, beam-columns, tension members, connections)

B. Design of reinforced concrete components (e.g., codes and design philosophies, beams, slabs, columns, walls, footings)

14. Geotechnical Engineering

A. Geology

B. Index properties and soil classifications

C. Phase relations (air-water-solid)

D. Laboratory and field tests

E. Effective stress (buoyancy)

F. Stability of retaining walls (e.g., active pressure/passive pressure)

G. Shear strength

H. Bearing capacity (cohesive and noncohesive)

I. Foundation types (e.g., spread footings, deep foundations, wall footings, mats)

J. Consolidation and differential settlement

K. Seepage/flow nets

L. Slope stability (e.g., fills, embankments, cuts, dams)

M. Soil stabilization (e.g., chemical additives, geosynthetics)

N. Drainage systems

O. Erosion control

15. Transportation Engineering

A. Geometric design of streets and highways

B. Geometric design of intersections

C. Pavement system design (e.g., thickness, subgrade, drainage, rehabilitation)

D. Traffic safety

E. Traffic capacity

F. Traffic flow theory

G. Traffic control devices

H. Transportation planning (e.g., travel forecast modeling)

16. Environmental Engineering

A. Water quality (ground and surface)

B. Basic tests (e.g., water, wastewater, air)

C. Environmental regulations

D. Water supply and treatment

E. Wastewater collection and treatment

17. Construction

A. Construction documents

B. Procurement methods (e.g., competitive bid, qualifications-based)

C. Project delivery methods (e.g., design-bid-build, design build, construction management, multiple prime)

D. Construction operations and methods (e.g., lifting, rigging, dewatering and pumping, equipment production, productivity analysis and improvement, temporary erosion control)

E. Project scheduling (e.g., CPM, allocation of resources)

F. Project management (e.g., owner/contractor/client relations)

G. Construction safety

H. Construction estimating

18. Surveying

A. Angles, distances, and trigonometry

B. Area computations

C. Earthwork and volume computations

D. Closure

E. Coordinate systems (e.g., state plane, latitude/longitude)

F. Leveling (e.g., differential, elevations, percent grades)

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NCEES-FE PDF Sample Questions

NCEES-FE Sample Questions

NCEES
NCEES-FE
NCEES - FE Civil Engineering
https://killexams.com/pass4sure/exam-detail/NCEES-FE
Question: 92
A line is measured as 1,200 ft at 98� F. Using a standard tape, what is the true
length of the line?
A. 1,197.70 ft
B. 1,199.77 ft
C. 1200.23 ft
D. 1202.30 ft
Answer: C
The true length of a line that is measured as 1,200 ft at 98�F is 1,200.23 using a
standard tape. Solution Correction = (steel tape coefficient of expansion)(outside
temperature standard temperature)(measured length) Correction = (0.00000645 *
1/�F) (98�F - 68�F) (1,200) = +0.23 ft True length = distance + correction True
length= 1,200.00 ft + 0.23 ft = 1,200.23 ft
Question: 93
Which of the following statements expresses Hooke�s Law of simple harmonic
motion?
A. Speed of a wave = frequency x wavelength
B. Spring force = -(spring constant x displacement)
C. Average speed = distance traveled / time of travel
D. None of the above
Answer: B
Hooke�s Law of simple harmonic motion can be expressed as spring force = -
(spring constant x displacement). Spring force always pushes or pulls a mass
towards its original equilibrium position, and as such, is referred to as a restoring
force. Hooke�s Law describes the relationship of the restoring force as being
directly proportional to the displacement of the mass.
Question: 94
Which of the following sentences provides an example of effective diction?
A. A good writer will only use big words when necessary.
B. The shrewd author will always endorse himself by providing imposing and
superlative language.
C. As I struggled to carry my instruments across the vast expanse of the project
area, I paused to reflect on the magnificence of the setting sun.
D. All of the above
Answer: A
The sentence �A good writer will only use big words when necessary.� provides
an example of effective diction. Good writers understand that fancy words are
often distracting and condescending. Avoid using overblown vocabulary unless
you are writing the next Great American novel.
Question: 95
A 2.2 kg object is sliding across a smooth surface. If the net force acting on the
object is 1.6 N to the right, what is the acceleration of the object?
A. -3.52 m/s2to the left
B. -0.73 m/s2to the right
C. 3.52 m/s2to the left
D. 0.73 m/s2to the right
Answer: D
The acceleration of a 2.2 kg object sliding across a smooth surface with a net
force of 1.6 N to the right acting on it is 0.73 m/s2 to the right. Solution Use
Newton�s Second Law S F = ma Where S F = net force = 1.6 N to the right m =
mass = 2.2 kg a = acceleration S F = ma, so a = S F/m a = 1.6 N / 2.2 kg 1 N = 1
kgm/s2, so a = (1.6 kg m/s2)/2.2 kg = 0.73 m/s2
Question: 96
Which of the following type of error is least likely to affect the measured value
for a horizontal angle?
A. Instrument
B. Environment
C. Terrain
D. Personnel
Answer: C
Terrain errors are the least likely type of errors affecting the measured value for a
horizontal angle when compared to the other listed error types. The impact of
instrument errors can be mitigated by properly adjusting the devices used and by
using systematic observation procedures. Environmental errors affecting
horizontal angle measurement may be due to temperature differentials and the
horizontal refraction of the line of sight. Personnel errors can be prevented
through proper training and following standard procedures.
Question: 97
Which of the following scenarios can be modeled mathematically?
A. Flow of water through a watershed
B. Migration of a pollutant through a groundwater aquifer
C. Dispersion of particulates through the air
D. All of the above
Answer: D
All of the scenarios listed can be modeled mathematically. With technology
available today, engineers and planners are able to model the flow of water,
migration of pollutants, and dispersion of particulates through air. Mathematical
models can be built using specialized computer software linked to geographic
information systems and real-time sampling equipment. These models can be
used for predictive forecasting, planning, and mitigation purposes.
Question: 98
For which of the following is a Digital Terrain Modeling (DTM) application most
useful?
A. Planning flight lines
B. Generating high quality cartographic contours
C. Setting slope stakes
D. All of the above
Answer: B
Of the answers listed, Digital Terrain Modeling is most useful for generating high
quality cartographic contours. DTMs are digital representations of a portion of the
Earth�s surface. The input data, data models, and algorithms required to generate
a digital model of a terrain�s surface are significantly different from those needed
to represent planimetric data. For example, most DTM data is derived from a
combination of ground surveys, photogrammetric resources, digitized
cartographic data, and altimetry data.
Question: 99
Cross-section measurements were taken at 100 ft intervals along a proposed
roadway alignment. The cross-sectional areas of the material above the proposed
roadway elevation shown in two consecutive sections were found to be 420 sqft
and 332 sq ft. What is the approximate volume (in cubic yards) of the material
that will need to be excavated between the two cross-sections?
A. 1,393
B. 12,640
C. 37,600
D. None of the above
Answer: A
The approximate volume of the material that will need to be excavated between
the two cross-sections is 1,393 cubic yards. Solution Use the volume equation
averaged over the two cross-sections v = L (A1 + A2)/2 Where L = length = 100
ft A1 = 420 sqft and A2 = 332 sqft V = (100 ft) (420 ft2 + 332ft2) / 2 = 37,600 ft3
= 37,600 ft3 x (1 cubic yard/ 27 ft3) = 1,393 cubic yards (approximate)
Question: 100
What is the sum of the exterior angles of an eight-sided traverse?
A. 180�
B. 1,440�
C. 1,800�
D. None of the above
Answer: C
Use the sum of exterior angles of a polygon equation: S = (n+2) x 180� Where n =
8 S = (8+2) x 180� = 1,800�
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NCEES-FE Civil Study Guide

NCEES-FE Civil Study Guide :: Article Creator

Fundamentals of Engineering examination

When am i able to take the FE exam?

To be eligible to take the NCEES Fundamentals of Engineering examination, you must meet here necessities:

completed ninety credit

executed senior popularity

Be enrolled in normally 400-stage courses towards your engineering degree

Be enrolled in the ENGR 490 section assigned to your important branch

part 1002-Chemical & materials Science Engr

part 1003-Civil & Environmental Engr

part 1004-Electrical & Biomedical Engr

section 1005-Mechanical Engr

area 1006-Geological Engr

area 1007-Metallurgical & Mining Engr

For seniors able to take the FE examination, you will still should register for ENGR 490 the semester you plan on taking the exam. Please keep in mind that if you plan on graduating in the semester you are taking the exam, you'll deserve to take the examination no later than prep day to enable for adequate processing time (importing your examination proof). otherwise, this may delay your diploma.

CSE students aren't required to take the FE examination.

The examination may be held at any NCEES-approved checking out facility 12 months circular at a trying out day and time that you simply opt for. don't wait to register for an exam date! if you decide to wait to check in for the look at various in the middle of or later within the semester, the testing core dates will obviously be FULL! This may cause a delay, or even denial, in receiving your diploma when you are taking the exam in your ultimate semester. yes, it is a dear examine, however isn't it greater high priced to have wait an extra semester on your diploma?

How do I register for the FE examination?

How do I put together for the FE examination?

You might also access and overview the latest FE provided Reference guide, the equal category you are going to be the usage of all through the examination, on the NCEES web page.

analyze periods are sometimes prepared with the aid of the scholar chapters of ASCE and ASME once a semester. Emails can be sent to students enrolled in ENGR 490, and flyers will be posted on the faculty's fb web page. there is regularly a small cost in order to attend each and every session.

Please contact Sam DiMuzio (sadimuzio@unr.edu) with any questions about review periods.

when you've passed the FE exam

Go to the Nevada State Board of Engineering web page and practice for Engineer Intern certification. directions on how to apply will also be found on their website.

ready to take the early PE examination?

greater assistance concerning the early PE examination may also be discovered on the Nevada State Board of Engineers website.

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NCEES - FE Civil Engineering 2023 Exam Dumps

NCEES-FE Exam Format | Course Contents | Course Outline | Exam Syllabus | Exam Objectives

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NCEES-FE PDF Sample Questions

NCEES-FE Sample Questions

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New release of NCEES-FE Dumps with cheat sheet

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