Hello Jed, thanks for the reply.
Well one of the experienced engineers told me to assume a triangular soil pressure distribution, with that I took the moment about the edge of the foundation to find my values of soil pressure.I also compared the soil pressure I calculated to the allowable...
Hello,
Looking for some help. I am designing a foundation that is 2' x 19'-9 1/2" x 11'-9". The structure that sits on the foundation is rectangular as well, 6'x 14'. I am having trouble developing the moment diagrams for the longitudinal and transverse sections since the only support is the...