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Free FE Civil Practice Questions

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Sample Practice Questions

Try these 10 sample questions from the FE Civil practice bank. Each includes the answer and explanation. Continue with the interactive practice above to review the full question set.

  1. 1What is the slope of the line through (2, 9) and (8, -3)?

    1. A. Negative two
    2. B. Negative one-half
    3. C. Positive one-half
    4. D. Positive two

    Answer: A

    Explanation: The handbook states, "For a straight line, slope is equal to rise over run". Thus m = (-3 - 9)/(8 - 2) = -2. Reversing the ratio gives -0.5; dropping the sign gives a positive result.

    Reference: DOE Fundamentals Handbook: Mathematics, Volume 1 — MA-02, Slopes, p. 85

  2. 2Under the NSPE Code, an engineer's safety judgment is overruled in circumstances endangering life. What response is required?

    1. A. Notify the employer or client and other appropriate authority
    2. B. Document the objection privately and proceed without notification
    3. C. Notify the client only after an injury establishes the danger
    4. D. Defer notification while the client accepts financial responsibility

    Answer: A

    Explanation: NSPE requires that engineers "shall notify their employer or client and such other authority as may be appropriate." The rule applies when their judgment is overruled under circumstances endangering life or property; private documentation, waiting for harm, and shifting financial risk do not satisfy it.

    Reference: NSPE Code of Ethics for Engineers — Rules of Practice, public safety canon, paragraph beginning If engineers' judgment is overruled

  3. 3A uniform net pressure of 2 kPa acts normally on one face of a 3 m by 2 m flat panel. What is the magnitude of its resultant force?

    1. A. 6 kN
    2. B. 10 kN
    3. C. 12 kN
    4. D. 24 kN

    Answer: C

    Explanation: NASA states, "Integrating the pressure times the surface area around the body determines the aerodynamic force on the object." For a flat panel under uniform net pressure, R = pA = 2(3)(2) = 12 kN. The alternatives confuse one dimension, perimeter, or an extra face with loaded area.

    Reference: NASA Glenn: Generalized Center of Pressure — Center of Pressure, first paragraph

  4. 4A particle moves along a straight line with initial velocity 4 m/s and constant acceleration 3 m/s² in the same direction. What is its velocity after 2 s?

    1. A. 6 m/s
    2. B. 7 m/s
    3. C. 8 m/s
    4. D. 10 m/s

    Answer: D

    Explanation: DOE states, "The acceleration equals the rate of change of velocity with respect to time." With constant acceleration, the change in velocity is aΔt = 6 m/s, so v = 4 + 6 = 10 m/s. The other choices omit or misapply the initial velocity or time.

    Reference: DOE Fundamentals Handbook: Mathematics, Volume 2 — MA-05, Calculus, p. 34, example 4

  5. 5A concrete batch contains 160 kg of total mixing water, 300 kg of cement, and 100 kg of fly ash. What is its water-to-cementitious-materials mass ratio?

    1. A. 0.30
    2. B. 0.40
    3. C. 0.53
    4. D. 1.60

    Answer: B

    Explanation: FHWA defines the ratio using water "divided by the combined mass of the cement and any additional cementitious materials". Thus w/cm = 160/(300 + 100) = 0.40. Ignoring fly ash gives 0.53; the other values use the wrong numerator or denominator.

    Reference: FHWA HIPERPAV II: Chapter 5, Input Parameters — §5.2.2, Cement Type and Content

  6. 6A flow is collected in a calibrated tank. It takes 40 s to collect 0.80 m³. What is the average volumetric flow rate?

    1. A. 0.020 m³/s
    2. B. 0.032 m³/s
    3. C. 0.050 m³/s
    4. D. 0.200 m³/s

    Answer: A

    Explanation: USBR states, "Discharge or rate of flow has units of volume divided by unit time." Thus Q = 0.80/40 = 0.020 m³/s. The other values use an incorrect time or volume conversion.

    Reference: USBR Water Measurement Manual: Basic Principles of Water Measurement — Basic Principles of Water Measurement, paragraph beginning Discharge or rate of flow

  7. 7A watershed's soil is already saturated when another storm begins. Compared with the same soil when dry, what hydrologic response is generally expected under otherwise comparable rainfall?

    1. A. Less additional infiltration and more surface runoff
    2. B. More additional infiltration and less surface runoff
    3. C. Less additional infiltration and less surface runoff
    4. D. More additional infiltration and more groundwater storage capacity

    Answer: A

    Explanation: USGS states that "soil already saturated from previous rainfall can't absorb much more". Limited additional soil-water storage promotes surface runoff; the alternatives reverse that relationship or assume increased storage capacity in already saturated soil.

    Reference: USGS Water Science School: Infiltration and the Water Cycle — Factors affecting infiltration, Soil saturation

  8. 8A vertical column carries a 40-kN downward roof load and a 60-kN downward floor load below the roof. Neglect column weight. What axial force acts in the column segment below both loads?

    1. A. 20 kN in compression
    2. B. 60 kN in compression
    3. C. 100 kN in compression
    4. D. 100 kN in tension

    Answer: C

    Explanation: DOE states, "the net force on the object is equal to zero." A cut below both loads must transmit an upward 100-kN force on the upper free body. The column segment is therefore in compression.

    Reference: DOE Fundamentals Handbook: Classical Physics — CP-04, p. 12, Equilibrium

  9. 9What is the role of designated design speed in roadway geometric design?

    1. A. It specifies the observed average speed during every hour.
    2. B. It provides a selected basis for geometric features such as curve radius.
    3. C. It establishes the legal speed limit without a separate determination.
    4. D. It specifies the maximum speed physically attainable by a vehicle.

    Answer: B

    Explanation: FHWA states, "The designated design speed is used explicitly for determining minimum values for highway design such as horizontal curve radius and sight distance." It is a design input, distinct from measured operating speed, a legal limit, or a physical maximum.

    Reference: FHWA Speed Concepts Informational Guide: Engineering and Technical Concepts — Chapter 4, Design Speed

  10. 10On a federal construction project, design and construction are combined in one contract with one contractor. Which project delivery method does FAR 36.102 identify?

    1. A. Design-bid-build
    2. B. Separate prime contracting
    3. C. Construction management as adviser
    4. D. Design-build

    Answer: D

    Explanation: FAR states, "Design-build means combining design and construction in a single contract with one contractor." The decisive condition is the combined design-and-construction contractual responsibility.

    Reference: Federal Acquisition Regulation 36.102: Definitions — 36.102, Design-build definition

Topics in this practice bank

These topics describe the available practice for FE Civil. Review the examination outline and its sources for scope and allocation details.

  • Mathematics and Statistics
    • Analytic geometry
    • Single-variable calculus
    • Vector operations
    • Statistics
  • Ethics and Professional Practice
    • Codes of ethics
    • Professional liability
    • Licensure
    • Contracts and contract law
  • Engineering Economics
    • Time value of money
    • Cost
    • Analyses
    • Uncertainty
  • Statics
    • Resultants of force systems
    • Equivalent force systems
    • Equilibrium of rigid bodies
    • Frames and trusses
    • Centroid of area
    • Area moments of inertia
    • Static friction
  • Dynamics
    • Kinematics
    • Mass moments of inertia
    • Force acceleration
    • Work, energy, and power
  • Mechanics of Materials
    • Shear and moment diagrams
    • Stresses and strains
    • Deformations
    • Combined stresses, principal stresses, and Mohr's circle
  • Materials
    • Mix design of concrete and asphalt
    • Test methods and specifications
    • Physical and mechanical properties
  • Fluid Mechanics
    • Flow measurement
    • Fluid properties
    • Fluid statics
    • Energy, impulse, and momentum of fluids
  • Surveying
    • Angles, distances, and trigonometry
    • Area computations
    • Earthwork and volume computations
    • Coordinate systems
    • Leveling
  • Water Resources and Environmental Engineering
    • Basic hydrology
    • Basic hydraulics
    • Pumps
    • Water distribution systems
    • Flood control
    • Stormwater
    • Collection systems
    • Groundwater
    • Water quality
    • Testing and standards
    • Water and wastewater treatment
  • Structural Engineering
    • Analysis of statically determinant structures
    • Deflection of statically determinant structures
    • Column analysis
    • Structural determinacy and stability analysis
    • Elementary statically indeterminate structures
    • Loads, load combinations, and load paths
    • Design of steel components
    • Design of reinforced concrete components
  • Geotechnical Engineering
    • Index properties and soil classifications
    • Phase relations
    • Laboratory and field tests
    • Effective stress
    • Stability of retaining structures
    • Shear strength
    • Bearing capacity
    • Foundation types
    • Consolidation and differential settlement
    • Slope stability
    • Soil stabilization
  • Transportation Engineering
    • Geometric design
    • Pavement system design
    • Traffic capacity and flow theory
    • Traffic control devices
    • Transportation planning
  • Construction Engineering
    • Project administration
    • Construction operations and methods
    • Project controls
    • Construction estimating
    • Interpretation of engineering drawings

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These are independent study questions, not actual examination items. For examination requirements and official information, view FE Civil details.