Hi,
I have been racking my brain over a problem that involves plate buckling. I have found the critical buckling stress formula by Timoshenko however I need to determine if there is something more practical out there. I essentially would like to know if there is a way to determine the buckling...
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That is the situation I am dealing with. Both columns have their respective axial loads and the slab / column connection has shear & moment transferring into the columns. My question is. The center to center offset of these two columns is...
