Thanks for the responses.
I can visualize now how it would act like cantilevered columns. The structure will be symmetrical in plan view, so I do not think global torsion would be an issue but that is a good point that I will be sure to check.
So from what I understand, for the calculations as...
Hello, first post. I appreciate any advice.
I am designing a foundation and structural supports for a prefabricated shelter. The support itself consists of a mat foundation, concrete columns, and steel beams that are anchored to the top of the concrete columns. The prefab shelter will be...
