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Key Facts: Tanzania ERB Civil Exam

100

Practice Questions

OpenExamPrep

50%

Pass Score

Official Guidelines

3.0 hours

Time Limit

Exam Rules

Tanzania ERB Professional Engineers Examination - Civil Engineering prep course featuring 100 high-quality practice questions and detailed explanations.

Sample Tanzania ERB Civil Practice Questions

Try these sample questions to review concepts for the Tanzania ERB Civil exam. Each question includes a detailed explanation. Start the interactive quiz above for the full 100+ question experience with AI tutoring.

1A plane truss has 'm' members, 'r' reaction components, and 'j' joints. For the truss to be statically determinate and stable, which condition must be satisfied?
A.m = 2j - r
B.m + r = 2j
C.m + 2j = r
D.m + r < 2j
Explanation: For a plane truss to be statically determinate and stable, the number of unknowns (internal member forces 'm' plus external reaction components 'r') must equal the number of independent equilibrium equations (2 equations per joint 'j'). This fundamental relationship ensures the structure can be analyzed using static equilibrium alone.
2In reinforced concrete beams, the primary purpose of stirrups (or links) is to resist:
A.Axial compression
B.Bending moments
C.Torsional moments
D.Shear forces
Explanation: Stirrups are closed or U-shaped reinforcement bars provided perpendicular to the longitudinal axis of a beam. Their primary function is to resist the diagonal tension stresses induced by shear forces, thereby preventing sudden and brittle shear failure.
3The buckling capacity of a steel column is primarily influenced by its:
A.Slenderness ratio
B.Yield strength of steel
C.Modulus of elasticity
D.Cross-sectional area
Explanation: Buckling is a stability phenomenon where a slender compression member suddenly deflects laterally. The slenderness ratio (effective length divided by the radius of gyration) is a dimensionless measure that quantifies a column's susceptibility to buckling, integrating both its geometry and support conditions.
4According to Eurocode 0 (EN 1990), what is the term for actions (loads) that are usually defined as the mean value, upper or lower bound value, or nominal value, with a specified probability of not being exceeded or falling below during a reference period?
A.Characteristic actions
B.Permanent actions
C.Factored actions
D.Design actions
Explanation: Characteristic actions (F_k) are the fundamental values of actions used in design, derived from statistical analysis or specified as nominal values. They represent a specific percentile (e.g., 95%) of the load distribution, ensuring a certain reliability level.
5An under-reinforced concrete beam designed according to Eurocode 2 (EN 1992-1-1) is expected to fail by:
A.Yielding of tensile reinforcement
B.Diagonal tension failure (shear failure)
C.Crushing of concrete in compression
D.Simultaneous yielding of steel and crushing of concrete
Explanation: An under-reinforced concrete beam is proportioned such that the tensile steel yields before the concrete reaches its ultimate compressive strain. This mode of failure is ductile, providing significant warning through large deflections and cracking before total collapse, which is highly desirable for safety.
6A propped cantilever beam has a fixed support at one end and a roller support at the other. What is its degree of static indeterminacy for a planar structure?
A.3
B.1
C.0
D.2
Explanation: A fixed support provides three reactions (vertical, horizontal, and moment), and a roller support provides one reaction (vertical). For a planar structure, there are three independent equilibrium equations. Thus, the total number of reactions is 3 (fixed) + 1 (roller) = 4. The degree of static indeterminacy = Total reactions - Number of equilibrium equations = 4 - 3 = 1.
7Stress is defined as:
A.Deformation per unit length
B.Force per unit area
C.Force per unit volume
D.Moment per unit area
Explanation: Stress (σ) is a fundamental concept in mechanics of materials, representing the intensity of internal forces acting on a given cross-sectional area within a deformable body. It is typically measured in Pascals (Pa) or Newtons per square millimeter (N/mm²).
8For a reinforced concrete column designed to Eurocode 2, when are second-order effects (P-Δ effects) considered significant and require explicit calculation?
A.Only under seismic loading conditions
B.When the column's slenderness ratio exceeds a certain limit
C.When the concrete strength is very low
D.Always, regardless of column dimensions
Explanation: Second-order effects, or P-Δ effects, arise from the interaction of axial forces with structural deformations, causing additional moments. Eurocode 2 specifies that these effects must be considered when the column's slenderness ratio (λ) exceeds a critical value, as they can significantly reduce the column's load-carrying capacity in slender elements.
9For a simply supported beam, an influence line for the bending moment at mid-span would typically be a:
A.Rectangular shape
B.Triangular shape
C.Trapezoidal shape
D.Parabolic shape
Explanation: An influence line for the bending moment at a specific point on a simply supported beam is generated by moving a unit load across the beam. The moment at the specific point will be zero when the load is at either support and will reach its maximum value when the unit load is directly at the point, varying linearly in between, thus forming a triangular shape.
10In reinforced concrete design, the characteristic compressive strength of concrete (f_ck) is defined as the cube strength below which not more than what percentage of test results are expected to fall?
A.1%
B.10%
C.0%
D.5%
Explanation: According to Eurocode 2 (EN 1992-1-1) and most international standards, the characteristic compressive strength of concrete (f_ck) is defined as the value below which 5% of all possible strength measurement results are expected to fall. This statistical definition ensures a high degree of reliability in the specified concrete strength.

About the Tanzania ERB Civil Exam

The Engineers Registration Board civil engineering professional registration exam covers structure analysis, soil mechanics, hydrology, contract management, and ERB bylaws.

Exam sponsor: Engineers Registration Board (ERB) Tanzania. The requirements and fees below concern the certification or admission exam, separate from our free practice resources.

Assessment

Multiple-choice computerised exam administered by Engineers Registration Board (ERB) Tanzania.

Time Limit

3.0 hours

Passing Score

50%

Exam / Certification Fees

150,000 TZS

Exam sponsor website

Fees, eligibility, and exam policies can change. Confirm them with the exam sponsor before applying or paying.

Our practice resources: topics covered

We aim to reflect publicly available exam outlines and topic information in our study resources. Coverage, format, and difficulty may differ from the actual exam, and we cannot guarantee that every detail is accurate or current. Confirm exam requirements, fees, and policies with the official exam sponsor.

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Preparing for the Tanzania ERB Civil Exam

What You Need to Know

  • Passing score: 50%
  • Assessment: Multiple-choice computerised exam administered by Engineers Registration Board (ERB) Tanzania.
  • Time limit: 3.0 hours
  • Exam / certification fees: 150,000 TZS Official sources

Using Our Practice Resources

  • Work through all 100 available questions
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Tanzania ERB Civil: Suggested Study Strategy

1Carefully study all regulatory and legislative requirements.
2Practice sample calculations and review real-world scenario items.
3Review the explanations for all incorrect practice questions to build core conceptual clarity.

Frequently Asked Questions

What is the passing score for Tanzania ERB Civil?

The passing score is 50%.

Who administers the Tanzania ERB Civil exam?

The exam is administered by the Engineers Registration Board (ERB) Tanzania.