Thanks for the replies so far. I should reiterate that the actual footing design will be subbed out to a PE that actually does geotech work. Now that I've said that, I have to admit a very stupid error that I made which DRC1 made me realize. The load is about 130,000lbs, and because I haven't...
I am a civil/environmental engineer working for a consulting firm. I was recently asked to determine the approximate size of two footing which will be used to support a 15,000 gallon gasoline AST. I recently took the PE exam and participated in a review class offered by ASCE so I had some...