Concrete Cover – Correct detailing statements for columns, beams, and slabs Identify the most comprehensive correct statement about nominal cover requirements for longitudinal reinforcement in typical members.

Introduction / Context:
Nominal cover protects reinforcement against corrosion, ensures bond, and provides fire resistance. Codes specify minimum covers that depend on member type, exposure, and bar size. This question consolidates typical minimums used in day-to-day detailing for columns, beams, and slabs under normal exposure.

Given Data / Assumptions:

• Normal exposure conditions unless specified otherwise.
• Longitudinal bars considered for columns, beams, and slabs.
• Nominal cover measured to the surface of reinforcement.

Concept / Approach:

For columns, 40 mm (or bar diameter, whichever is greater) is a common minimum; beams often adopt 25 mm (or bar diameter, whichever is greater) at sides/soffit; ends/anchorage zones in beams require added allowance (e.g., 2 × dia or 25 mm minimum); slabs, being thinner, may use 15–20 mm depending on exposure and diameter, with the rule of diameter or a small fixed minimum, whichever governs.

Step-by-Step Solution:

Verification / Alternative check:

Detailing manuals and standard schedules align with these values as baseline minima; higher covers may be required for durability classes or fire ratings.

Why Other Options Are Wrong:

Each of A–D states a valid rule in isolation; the most complete/correct consolidated choice is “All of the above”.

Common Pitfalls:

Not distinguishing cover for different exposure classes, forgetting increased cover for large bars or marine environments, or measuring cover to tie wires instead of bar surface.

Final Answer:

All of the above