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AASHTO: Concrete Pile Reinforcement Development Requirements, Section 5.12.9.1
Hello all, I was reading AASHTO 9th edition, section 5.12.9.1 for concrete piles. It says "The reinforcement shall be developed sufficiently to resist a force of 1.25fyAs." (See attachment) Could someone explains why this is required for concrete piles? And how would I achieve this? Thanks...- CCBridge
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- Forum: Codes and standards general discussion
