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@GeorgeTheCivilEngineer Thank you for your response. Unfortunately, I did not understand the "Usually a 2 to spread" part of your comment, could you shed some light on this.

Hello! I have a situation where I need to design the base of a couple of containers placed on the ground. The client wants the containers to be placed over a crushed limestone base. The soil is weak having an SBC of 2500 psf. I am a little confused on how to arrive at some kind of calculations...