@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...
