CCBridge
Structural
- Apr 10, 2024
- 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 in Advance!
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 in Advance!