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all right whats up welcome back to structure free thank you thank you recorded live before a studio audience so look were gonna answer why do we need interaction diagrams in this video for column analysis especially when I have a cross-section that subject to axial load and bending so lets say lets consider the following cross-section okay so I need a straightedge so let me so consider the following RC section and Im gonna draw what we might consider in beam analysis a doubly reinforced concrete beam so here I have boom and boom and Im just gonna put Ill ignore drawing the stirrups to make my life a little easier I have some steel down here and then I have steel up here okay I have steel like that okay I have steel in in two locations I have some dimensions which I could I could draw out if I wanted right here and well say that the loading the way that this works will say the moment lets see were used to having compression here mu and then well have PU here the axial load a