A very interesting thread - Pythagarean's Theorum notwithstanding. I am a geotecthnical engineer. Did I ever go through the graphical and proof analysis of Bishop for slope stability by slices; yes, I remember seeing it done. Could I do it now. No. Would I want to - No. But I do know that it is well established. Similarly with bearing capacity computations. I understand well the overall development but the intricacies of the Nq and Ng and Nc derivations and differences between those of Terzaghi, Meyerhoff, Hansen are, well, outside my current need (desire?) to know. Again, it has been well established as to which is the most reasonable. Same for Nq values in pile design.
Now, on the application. As I said in other forums, I am not against computer programmes. I undestand that for many other disciplines, they are an absolute necessity. For my discipline, well, I can live without them (if I don't care about the time element). I do most of my calcs as back of the envelope and develop further if needed. I do most calcs, anyway, by hand for it is quicker than hunting for a computer programme that I don't have. Too many spend more time finding "a" programme for which they have no idea of the limitations and accuracies of such. For those with a good background in hand methods, they can be reasonably sure of preventing GIGO complications; but for those who are new to an analysis or may be stepping beyond their field and experience, it can be fraught with danger.
In the end - if you use time-honoured established methods, understand the assumptions and caveats on a particular method; have a experience to know that that your answer is not garbage, then it isn't necessary that you can derive your equation from first principals - each and every time!
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