Why do ETAs for adhesive anchors prescribe cracked-concrete envelopes tighter than legacy cast‑in placeholders?
Choices
- (A) Bond and breakout resistances degrade once cracks cyclic open around drill holes
- (B) Cracked substrates negate all splitting resistance mechanically
- (C) ETA testing ignores edge distance outright
- (D) Post-installed anchors never interact with reinforcing bars
Correct answer: (A)
Bond and breakout resistances degrade once cracks cyclic open around drill holes
Explanation
Product ETA tables document reduced capacities when cracks dissect bond zones