Anchorage (development) length of a straight reinforcing bar in compression For a straight bar in compression with nominal bar diameter φ, compressive stress in steel fs, and design bond stress of concrete fbd, what is the required anchorage length La?

Difficulty: Easy

Correct Answer: La = (φ * fs) / (4 * fbd)

Explanation:


Introduction:
Anchorage or development length ensures that reinforcing steel can safely develop the required stress by bonding with surrounding concrete. In compression, bond transfer is generally more favorable than in tension, but the fundamental relationship between steel stress, bar size, and design bond stress remains at the core of the calculation.


Given Data / Assumptions:

  • Straight deformed bar embedded in concrete.
  • Variables: φ (bar diameter), fs (design compressive stress in steel), fbd (design bond stress).
  • Limit state design context; fbd already accounts for material and safety factors.


Concept / Approach:

The basic equilibrium is that the total bond force mobilized along the embedded perimeter over length La must equal the steel force to be developed. Idealizing uniform bond along the bar, this leads to a proportionality with bar circumference and development length. In common code formulations, this resolves to La = (φ * fs) / (4 * fbd) for straight bars (compression case uses the same form when fbd is the design value for compression).


Step-by-Step Solution:

1) Steel force to develop: T_s = As * fs; for bar-based form, use diameter φ.2) Bond capacity over La: τ * perimeter * La = fbd * (π * φ) * La.3) Equate and simplify (per standard derivation): La = (φ * fs) / (4 * fbd).


Verification / Alternative check:

Codes may allow reduced La in compression by adopting higher fbd in compression than in tension; when fbd already represents the compressive bond design value, the expression above holds directly.


Why Other Options Are Wrong:

Options B, C, and E alter the denominator and would underestimate or overestimate anchorage. Option D ignores the 4 factor from derivation, giving an unconservative length.


Common Pitfalls:

Confusing characteristic bond stress with design bond stress; forgetting to adjust for hooks, confinement, or closely spaced bars; misapplying tension formula without considering compressive enhancement rules for fbd.


Final Answer:

La = (φ * fs) / (4 * fbd)

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