The objective of the calculation to ensure the design of new area parking lot to meet its safety of laying 5-foot directly above the existing 12-inch and 20-inch, API 5L X42 Pipe with a yield strength of 80,000 psi, not to stress over 80,000 psi before it will fail.
Does anyone has the correct formula to calculate the allowable bearing load on the A=63,000 sqft with 6" Concrete Gravel?
I would need to calculate the pipe load at different location (Delta X) and depth (Delta Y). I am expecting the pipe failure between 5 and 6 feet depth. Thank you much if you have came across my post and try to assist me with your valuable time.
Anita
Does anyone has the correct formula to calculate the allowable bearing load on the A=63,000 sqft with 6" Concrete Gravel?
I would need to calculate the pipe load at different location (Delta X) and depth (Delta Y). I am expecting the pipe failure between 5 and 6 feet depth. Thank you much if you have came across my post and try to assist me with your valuable time.
Anita
