Damned timing !
Betting Cash, could answer this !
Why??? Problems were addressed in replys 2,3, and 4. With the definitive answer in post 4 from me.
But whatever- Someone always has a better answer here😂
Don't get ya panties in a wad, Nancy !
Not being a structural engineer, how in the fuct would I know that you had, possibly given the definitive answer ?
As to my above post, I know because he & I traded favours. I helped him with some auto stuff & he helped me with some load bearing & shear construction stuff.
Get over yourself, tool !
You’re a diipsheit. I’ve been doing this for 26 years. However, I had my 23 year old Civil Engineer daughter run calculations for local codes and she said I was overkill by 1/3 yard per pier.
No one on this website can answer the question with precisely the exact answer. Wanna know why dummy?
OP didn’t provide where he lives and his design criteria- which should’ve included IBC Building Code, reactions on each column, seismic stability factors, wind speed design, collateral loads, and location factor correction values.
All of which I knew to ask, but Emma (23) wanted you to know Karen.
Go dig his piers with his dumbass grandson dippy.
