A lot of the foundations I design are drill shaft/caissons/drilled piers. Recently, something came to my attention that I should revisit what I've been using to determine minimum longitudinal reinforcement but can't seem to find any set standards other than the ones I'm going to list below...
I've just started the beginning of my 4th year towards being able to take the PE. I recently just found out that those taking the exam in Georgia is requiring anyone who is qualified to take the PE for Civil Engineers w/structural depth to take the SE instead. My question is what people in the...
We have foundations at an electrical substation where all the foundations are round caissons with some having a rectangular or square top for the anchor bolt pattern. The concrete guys poured all the foundations in that substation partially up to where my rectangle/square top is suppose to...
