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You must have seen many steel structure where the built up column is used instead of rolled section column. But why? Why rolled section is not used and why built up section is used.. well this video will answer you the question. Hi, I am TONMOY, Welcome to my channel. If you are a civil engineer and new to this channel please subscribe to get videos on..analysis design and constriction. So, if you have ever designed any steel column, you know that how the design strength is decrease when you increase the slenderness ratio of your column. I think you have already learned what is kl/r or slenderness ratio. if you dont know in that case you can watch it given in the description below. Here you can see to utilize the material at max you need to reduce or you need to keep your KL/r value to the minimum level . But for any given column, we have nothing to do with the effective length or KL. But yes we can play with the radius of gyration or r. How? we know that radius of gyration or r is e