Hello, I have been tasked with designing a non rectangular concrete wall that is going out to catch a cantilevering slab. I cant really figure out the best way to tackle the design for such a wall however. I know theres a corbel section in ACI but im not sure if this counts as corbel if it spans...
Hello people of eng-tips after a couple years of lurking I finally have a question that I cant find a previous post to help with. I am designing a retaining wall that is deeper than the adjacent footing of the neighboring building. Its not ideal but thats how it goes sometimes. I have been...