Thanks for the response KootK, thats the approach I did orignally when that cantilever was 4' but the arch wants it to go to 6' (or at least check how feasible that would be) so at this point I think I need to find a way to have that wall take some of the gravity load at that outer edge since we...
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...
@structSU10 - theres temporary shoring designed by others so I still need to design for the loads after the shoring is removed
@Celt83 - thanks for the direction, I used boussinesq equation and applied it as a point load and summed all the point loads that would result from a line loading per...
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...
