Let's say we have a embedded column, are there formulas like Roark's formulas for stress & strain that will deal with a moment in addition to compression? or would i have to boundary element method the whole thing? I'll put in context: If one wants to make a structure with a small base that...
when doing bem from roark's formulas for stress & strain on a slanted beam, do you just break it up into constituent parts & also take the specific stress point analysis?
