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gday ladies and gents welcome to the lecture as part of our steel design course here to determine Bosch University today were going to be covering say and classification which is something thats relatively simple relatively straightforward most people dont struggle with the calculations but I find a lot of students struggle with understanding the concepts why they doing it and then how to apply it so were going to talk through an example today and see it how to apply this both to columns and to beams so what Ive got here is an unusual cross section lets say weve taken a channel and weve welded it onto a tea section so everything has a different thickness every piece of Steels a bit different different lengths and dimensions and such and here then is a viewer lat an isometric view on it showing it over the height now if we were to load this column either with an axial load or a moment here what will happen is that its going to cause compression and tension in different part
