I have a project for combined sewer outflows to design a concrete drop shaft. The idea is to construct a concrete slurry diaphragm wall below grade subject to external water and soil pressures. The wall will be subject to ring compression. What section of ACI is used for strength design per owner requirements. Is it section 10 or 14 for walls to determine nominal compressive capacity? The shaft is 60 feet in diameter and about 60 feet deep.
Red Flag Submitted
Thank you for helping keep Eng-Tips Forums free from inappropriate posts. The Eng-Tips staff will check this out and take appropriate action.
Reply To This Thread
Posting in the Eng-Tips forums is a member-only feature.
The automotive parts aftermarket is a 2 trillion-dollar business. Major OEMâ€™s like General Motors are eager to win a substantial portion of that market in one of the most difficult supply chain systems in the world. Download Now
Designers in every industry are being pushed to produce larger and more complex product assembles. Add to that the demands that new software features place on your hardware, and you can be in for some serious performance issues. Download Now